














                                  SURVEY CONTROL DATA
                                
                             STATE=IN
                             [OCTOBER  6, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ0811 ***********************************************************************
 HZ0811  DESIGNATION -  1
 HZ0811  PID         -  HZ0811
 HZ0811  STATE/COUNTY-  IN/SWITZERLAND
 HZ0811  USGS QUAD   -  FLORENCE (1994)
 HZ0811
 HZ0811                         *CURRENT SURVEY CONTROL
 HZ0811  ___________________________________________________________________
 HZ0811* NAD 83(1986)-  38 46 53.     (N)    084 57 45.     (W)     SCALED    
 HZ0811* NAVD 88     -       145.402  (meters)     477.04   (feet)  ADJUSTED  
 HZ0811  ___________________________________________________________________
 HZ0811  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ0811  DYNAMIC HT  -         145.309 (meters)     476.73  (feet)  COMP
 HZ0811  MODELED GRAV-     979,991.6   (mgal)                       NAVD 88
 HZ0811
 HZ0811  VERT ORDER  -  FIRST     CLASS II
 HZ0811
 HZ0811.The horizontal coordinates were scaled from a topographic map and have
 HZ0811.an estimated accuracy of +/- 6 seconds.
 HZ0811
 HZ0811.The orthometric height was determined by differential leveling
 HZ0811.and adjusted by the National Geodetic Survey in June 1991..
 HZ0811
 HZ0811.The geoid height was determined by GEOID03.
 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 HZ0811                          SUPERSEDED SURVEY CONTROL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Superseded values are not recommended for survey control.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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0811.See file dsdata.txt to determine how the superseded data were derived.
 HZ0811
 HZ0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH769944(NAD 83)
 HZ0811_MARKER: DD = SURVEY DISK
 HZ0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0811_STAMPING: PROPERTY LINE LOUISVILLE DIST
 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       DOD
 HZ0811  HISTORY     - 1965     GOOD             NGS
 HZ0811
 HZ0811                          STATION DESCRIPTION
 HZ0811
 HZ0811'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1044 ***********************************************************************
 KA1044  DESIGNATION -  1 M
 KA1044  PID         -  KA1044
 KA1044  STATE/COUNTY-  IN/MONTGOMERY
 KA1044  USGS QUAD   -  ALAMO (1980)
 KA1044
 KA1044                         *CURRENT SURVEY CONTROL
 KA1044  ___________________________________________________________________
 KA1044* NAD 83(1986)-  39 52 53.     (N)    087 04 08.     (W)     SCALED    
 KA1044* NAVD 88     -       229.931  (meters)     754.37   (feet)  ADJUSTED  
 KA1044  ___________________________________________________________________
 KA1044  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KA1044  DYNAMIC HT  -         229.803 (meters)     753.95  (feet)  COMP
 KA1044  MODELED GRAV-     980,063.3   (mgal)                       NAVD 88
 KA1044
 KA1044  VERT ORDER  -  SECOND    CLASS 0
 KA1044
 KA1044.The horizontal coordinates were scaled from a topographic map and have
 KA1044.an estimated accuracy of +/- 6 seconds.
 KA1044
 KA1044.The orthometric height was determined by differential leveling
 KA1044.and adjusted by the National Geodetic Survey in June 1991..
 KA1044
 KA1044.The geoid height was determined by GEOID03.
 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     -   514,350.      901,240.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1044.See file dsdata.txt to determine how the superseded data were derived.
 KA1044
 KA1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK941145(NAD 83)
 KA1044_MARKER: DD = SURVEY DISK
 KA1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1044_STAMPING: 754 1 M 1946
 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             NGS
 KA1044
 KA1044                          STATION DESCRIPTION
 KA1044
 KA1044'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0866 ***********************************************************************
 LB0866  DESIGNATION -  100
 LB0866  PID         -  LB0866
 LB0866  STATE/COUNTY-  IN/TIPPECANOE
 LB0866  USGS QUAD   -  LAFAYETTE WEST (1987)
 LB0866
 LB0866                         *CURRENT SURVEY CONTROL
 LB0866  ___________________________________________________________________
 LB0866* NAD 83(1986)-  40 25 19.     (N)    086 54 14.     (W)     SCALED    
 LB0866* NAVD 88     -       164.059  (meters)     538.25   (feet)  ADJUSTED  
 LB0866  ___________________________________________________________________
 LB0866  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 LB0866  DYNAMIC HT  -         163.979 (meters)     537.99  (feet)  COMP
 LB0866  MODELED GRAV-     980,133.1   (mgal)                       NAVD 88
 LB0866
 LB0866  VERT ORDER  -  SECOND    CLASS 0
 LB0866
 LB0866.The horizontal coordinates were scaled from a topographic map and have
 LB0866.an estimated accuracy of +/- 6 seconds.
 LB0866
 LB0866.The orthometric height was determined by differential leveling
 LB0866.and adjusted by the National Geodetic Survey in June 1991..
 LB0866
 LB0866.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0866.See file dsdata.txt to determine how the superseded data were derived.
 LB0866
 LB0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK081745(NAD 83)
 LB0866_MARKER: DD = SURVEY DISK
 LB0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0866_STAMPING: 100
 LB0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0866+STABILITY: SURFACE MOTION
 LB0866
 LB0866  HISTORY     - Date     Condition        Report By
 LB0866  HISTORY     - UNK      MONUMENTED       INGS
 LB0866  HISTORY     - 1935     GOOD             NGS
 LB0866  HISTORY     - 1965     GOOD             NGS
 LB0866
 LB0866                          STATION DESCRIPTION
 LB0866
 LB0866'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1965
 LB0866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0389 ***********************************************************************
 ME0389  DESIGNATION -  100 RESET 1966
 ME0389  PID         -  ME0389
 ME0389  STATE/COUNTY-  IN/FULTON
 ME0389  USGS QUAD   -  ROCHESTER (1992)
 ME0389
 ME0389                         *CURRENT SURVEY CONTROL
 ME0389  ___________________________________________________________________
 ME0389* NAD 83(1986)-  41 03 29.     (N)    086 13 01.     (W)     SCALED    
 ME0389* NAVD 88     -       239.60   (meters)     786.1    (feet)  RESET     
 ME0389  ___________________________________________________________________
 ME0389  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 ME0389
 ME0389  VERT ORDER  -  THIRD
 ME0389
 ME0389.The horizontal coordinates were scaled from a topographic map and have
 ME0389.an estimated accuracy of +/- 6 seconds.
 ME0389
 ME0389.The orthometric height was computed from unverified reset data.
 ME0389
 ME0389.The geoid height was determined by GEOID03.
 ME0389
 ME0389;                    North         East    Units  Estimated Accuracy
 ME0389;SPC IN E     -   645,150.       53,740.      MT  (+/- 180 meters Scaled)
 ME0389
 ME0389                          SUPERSEDED SURVEY CONTROL
 ME0389
 ME0389.No superseded survey control is available for this station.
 ME0389
 ME0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL657454(NAD 83)
 ME0389_MARKER: DB = BENCH MARK DISK
 ME0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0389_STAMPING: 100 (IND GEOD S) RESET 1966
 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       INGS
 ME0389  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME0389
 ME0389                          STATION DESCRIPTION
 ME0389
 ME0389'DESCRIBED BY INDIANA 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 = OCTOBER  6, 2006
 JZ1262 ***********************************************************************
 JZ1262  DESIGNATION -  1002.0
 JZ1262  PID         -  JZ1262
 JZ1262  STATE/COUNTY-  IN/FRANKLIN
 JZ1262  USGS QUAD   -  NEW FAIRFIELD (1994)
 JZ1262
 JZ1262                         *CURRENT SURVEY CONTROL
 JZ1262  ___________________________________________________________________
 JZ1262* NAD 83(1986)-  39 30 37.     (N)    084 55 48.     (W)     SCALED    
 JZ1262* NAVD 88     -       305.253  (meters)    1001.48   (feet)  ADJUSTED  
 JZ1262  ___________________________________________________________________
 JZ1262  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JZ1262  DYNAMIC HT  -         305.074 (meters)    1000.90  (feet)  COMP
 JZ1262  MODELED GRAV-     980,030.5   (mgal)                       NAVD 88
 JZ1262
 JZ1262  VERT ORDER  -  SECOND    CLASS 0
 JZ1262
 JZ1262.The horizontal coordinates were scaled from a topographic map and have
 JZ1262.an estimated accuracy of +/- 6 seconds.
 JZ1262
 JZ1262.The orthometric height was determined by differential leveling
 JZ1262.and adjusted by the National Geodetic Survey in June 1991..
 JZ1262
 JZ1262.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1262.See file dsdata.txt to determine how the superseded data were derived.
 JZ1262
 JZ1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ779754(NAD 83)
 JZ1262_MARKER: Q = CHISELED SQUARE
 JZ1262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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             NGS
 JZ1262
 JZ1262                          STATION DESCRIPTION
 JZ1262
 JZ1262'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1277 ***********************************************************************
 LB1277  DESIGNATION -  100.278
 LB1277  PID         -  LB1277
 LB1277  STATE/COUNTY-  IN/NEWTON
 LB1277  USGS QUAD   -  MOROCCO (1961)
 LB1277
 LB1277                         *CURRENT SURVEY CONTROL
 LB1277  ___________________________________________________________________
 LB1277* NAD 83(1986)-  40 58 30.     (N)    087 26 38.     (W)     SCALED    
 LB1277* NAVD 88     -       204.822  (meters)     671.99   (feet)  ADJUSTED  
 LB1277  ___________________________________________________________________
 LB1277  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 LB1277  DYNAMIC HT  -         204.734 (meters)     671.70  (feet)  COMP
 LB1277  MODELED GRAV-     980,186.4   (mgal)                       NAVD 88
 LB1277
 LB1277  VERT ORDER  -  FIRST     CLASS II
 LB1277
 LB1277.The horizontal coordinates were scaled from a topographic map and have
 LB1277.an estimated accuracy of +/- 6 seconds.
 LB1277
 LB1277.The orthometric height was determined by differential leveling
 LB1277.and adjusted by the National Geodetic Survey in June 1991..
 LB1277
 LB1277.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1277.See file dsdata.txt to determine how the superseded data were derived.
 LB1277
 LB1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL626360(NAD 83)
 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             NGS
 LB1277
 LB1277                          STATION DESCRIPTION
 LB1277
 LB1277'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1278 ***********************************************************************
 LB1278  DESIGNATION -  100.465
 LB1278  PID         -  LB1278
 LB1278  STATE/COUNTY-  IN/NEWTON
 LB1278  USGS QUAD   -  MOROCCO (1961)
 LB1278
 LB1278                         *CURRENT SURVEY CONTROL
 LB1278  ___________________________________________________________________
 LB1278* NAD 83(1986)-  40 58 40.     (N)    087 26 39.     (W)     SCALED    
 LB1278* NAVD 88     -       204.879  (meters)     672.17   (feet)  ADJUSTED  
 LB1278  ___________________________________________________________________
 LB1278  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 LB1278  DYNAMIC HT  -         204.790 (meters)     671.88  (feet)  COMP
 LB1278  MODELED GRAV-     980,186.6   (mgal)                       NAVD 88
 LB1278
 LB1278  VERT ORDER  -  FIRST     CLASS II
 LB1278
 LB1278.The horizontal coordinates were scaled from a topographic map and have
 LB1278.an estimated accuracy of +/- 6 seconds.
 LB1278
 LB1278.The orthometric height was determined by differential leveling
 LB1278.and adjusted by the National Geodetic Survey in June 1991..
 LB1278
 LB1278.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1278.See file dsdata.txt to determine how the superseded data were derived.
 LB1278
 LB1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL626363(NAD 83)
 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             NGS
 LB1278
 LB1278                          STATION DESCRIPTION
 LB1278
 LB1278'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1279 ***********************************************************************
 LB1279  DESIGNATION -  100.603
 LB1279  PID         -  LB1279
 LB1279  STATE/COUNTY-  IN/NEWTON
 LB1279  USGS QUAD   -  MOROCCO (1961)
 LB1279
 LB1279                         *CURRENT SURVEY CONTROL
 LB1279  ___________________________________________________________________
 LB1279* NAD 83(1986)-  40 59 12.     (N)    087 26 39.     (W)     SCALED    
 LB1279* NAVD 88     -       204.910  (meters)     672.28   (feet)  ADJUSTED  
 LB1279  ___________________________________________________________________
 LB1279  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 LB1279  DYNAMIC HT  -         204.821 (meters)     671.98  (feet)  COMP
 LB1279  MODELED GRAV-     980,187.2   (mgal)                       NAVD 88
 LB1279
 LB1279  VERT ORDER  -  FIRST     CLASS II
 LB1279
 LB1279.The horizontal coordinates were scaled from a topographic map and have
 LB1279.an estimated accuracy of +/- 6 seconds.
 LB1279
 LB1279.The orthometric height was determined by differential leveling
 LB1279.and adjusted by the National Geodetic Survey in June 1991..
 LB1279
 LB1279.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1279.See file dsdata.txt to determine how the superseded data were derived.
 LB1279
 LB1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL626373(NAD 83)
 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             NGS
 LB1279
 LB1279                          STATION DESCRIPTION
 LB1279
 LB1279'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0390 ***********************************************************************
 ME0390  DESIGNATION -  101
 ME0390  PID         -  ME0390
 ME0390  STATE/COUNTY-  IN/FULTON
 ME0390  USGS QUAD   -  ROCHESTER (1992)
 ME0390
 ME0390                         *CURRENT SURVEY CONTROL
 ME0390  ___________________________________________________________________
 ME0390* NAD 83(1986)-  41 02 29.     (N)    086 13 13.     (W)     SCALED    
 ME0390* NAVD 88     -       247.858  (meters)     813.18   (feet)  ADJUSTED  
 ME0390  ___________________________________________________________________
 ME0390  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME0390  DYNAMIC HT  -         247.750 (meters)     812.83  (feet)  COMP
 ME0390  MODELED GRAV-     980,181.6   (mgal)                       NAVD 88
 ME0390
 ME0390  VERT ORDER  -  SECOND    CLASS 0
 ME0390
 ME0390.The horizontal coordinates were scaled from a topographic map and have
 ME0390.an estimated accuracy of +/- 6 seconds.
 ME0390
 ME0390.The orthometric height was determined by differential leveling
 ME0390.and adjusted by the National Geodetic Survey in June 1991..
 ME0390
 ME0390.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0390.See file dsdata.txt to determine how the superseded data were derived.
 ME0390
 ME0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL655436(NAD 83)
 ME0390_MARKER: DB = BENCH MARK DISK
 ME0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0390_STAMPING: 101
 ME0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0390+STABILITY: SURFACE MOTION
 ME0390
 ME0390  HISTORY     - Date     Condition        Report By
 ME0390  HISTORY     - UNK      MONUMENTED       INGS
 ME0390  HISTORY     - 1946     GOOD             NGS
 ME0390  HISTORY     - 1990     GOOD             USPSQD
 ME0390
 ME0390                          STATION DESCRIPTION
 ME0390
 ME0390'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2331 ***********************************************************************
 JZ2331  DESIGNATION -  101
 JZ2331  PID         -  JZ2331
 JZ2331  STATE/COUNTY-  IN/SHELBY
 JZ2331  USGS QUAD   -  SHELBYVILLE (1994)
 JZ2331
 JZ2331                         *CURRENT SURVEY CONTROL
 JZ2331  ___________________________________________________________________
 JZ2331* NAD 83(1986)-  39 30 50.     (N)    085 45 42.     (W)     SCALED    
 JZ2331* NAVD 88     -       241.660  (meters)     792.85   (feet)  ADJUSTED  
 JZ2331  ___________________________________________________________________
 JZ2331  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JZ2331  DYNAMIC HT  -         241.517 (meters)     792.38  (feet)  COMP
 JZ2331  MODELED GRAV-     980,030.7   (mgal)                       NAVD 88
 JZ2331
 JZ2331  VERT ORDER  -  FIRST     CLASS II
 JZ2331
 JZ2331.The horizontal coordinates were scaled from a topographic map and have
 JZ2331.an estimated accuracy of +/- 6 seconds.
 JZ2331
 JZ2331.The orthometric height was determined by differential leveling
 JZ2331.and adjusted by the National Geodetic Survey in June 1991..
 JZ2331
 JZ2331.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2331.See file dsdata.txt to determine how the superseded data were derived.
 JZ2331
 JZ2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ064745(NAD 83)
 JZ2331_MARKER: DB = BENCH MARK DISK
 JZ2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2331_STAMPING: 101
 JZ2331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2331+STABILITY: SURFACE MOTION
 JZ2331
 JZ2331  HISTORY     - Date     Condition        Report By
 JZ2331  HISTORY     - UNK      MONUMENTED       INGS
 JZ2331  HISTORY     - 1947     GOOD             NGS
 JZ2331  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ2331
 JZ2331                          STATION DESCRIPTION
 JZ2331
 JZ2331'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1141 ***********************************************************************
 ME1141  DESIGNATION -  101.486
 ME1141  PID         -  ME1141
 ME1141  STATE/COUNTY-  IN/LAKE
 ME1141  USGS QUAD   -  LOWELL (1992)
 ME1141
 ME1141                         *CURRENT SURVEY CONTROL
 ME1141  ___________________________________________________________________
 ME1141* NAD 83(1986)-  41 15 35.     (N)    087 27 13.     (W)     SCALED    
 ME1141* NAVD 88     -       205.268  (meters)     673.45   (feet)  ADJUSTED  
 ME1141  ___________________________________________________________________
 ME1141  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME1141  DYNAMIC HT  -         205.182 (meters)     673.17  (feet)  COMP
 ME1141  MODELED GRAV-     980,203.8   (mgal)                       NAVD 88
 ME1141
 ME1141  VERT ORDER  -  FIRST     CLASS II
 ME1141
 ME1141.The horizontal coordinates were scaled from a topographic map and have
 ME1141.an estimated accuracy of +/- 6 seconds.
 ME1141
 ME1141.The orthometric height was determined by differential leveling
 ME1141.and adjusted by the National Geodetic Survey in June 1991..
 ME1141
 ME1141.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1141.See file dsdata.txt to determine how the superseded data were derived.
 ME1141
 ME1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL620676(NAD 83)
 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             NGS
 ME1141
 ME1141                          STATION DESCRIPTION
 ME1141
 ME1141'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1275 ***********************************************************************
 LB1275  DESIGNATION -  101.743
 LB1275  PID         -  LB1275
 LB1275  STATE/COUNTY-  IN/NEWTON
 LB1275  USGS QUAD   -  MOROCCO (1961)
 LB1275
 LB1275                         *CURRENT SURVEY CONTROL
 LB1275  ___________________________________________________________________
 LB1275* NAD 83(1986)-  40 57 36.     (N)    087 26 38.     (W)     SCALED    
 LB1275* NAVD 88     -       205.260  (meters)     673.42   (feet)  ADJUSTED  
 LB1275  ___________________________________________________________________
 LB1275  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 LB1275  DYNAMIC HT  -         205.171 (meters)     673.13  (feet)  COMP
 LB1275  MODELED GRAV-     980,185.3   (mgal)                       NAVD 88
 LB1275
 LB1275  VERT ORDER  -  FIRST     CLASS II
 LB1275
 LB1275.The horizontal coordinates were scaled from a topographic map and have
 LB1275.an estimated accuracy of +/- 6 seconds.
 LB1275
 LB1275.The orthometric height was determined by differential leveling
 LB1275.and adjusted by the National Geodetic Survey in June 1991..
 LB1275
 LB1275.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1275.See file dsdata.txt to determine how the superseded data were derived.
 LB1275
 LB1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL626344(NAD 83)
 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             NGS
 LB1275
 LB1275                          STATION DESCRIPTION
 LB1275
 LB1275'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0331 ***********************************************************************
 JA0331  DESIGNATION -  1018
 JA0331  PID         -  JA0331
 JA0331  STATE/COUNTY-  IN/CRAWFORD
 JA0331  USGS QUAD   -  LEAVENWORTH (1980)
 JA0331
 JA0331                         *CURRENT SURVEY CONTROL
 JA0331  ___________________________________________________________________
 JA0331* NAD 83(1997)-  38 11 33.58195(N)    086 20 31.43904(W)     ADJUSTED  
 JA0331* NAVD 88     -       127.554  (meters)     418.48   (feet)  ADJUSTED  
 JA0331  ___________________________________________________________________
 JA0331  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 JA0331  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JA0331  DYNAMIC HT  -         127.462 (meters)     418.18  (feet)  COMP
 JA0331  MODELED GRAV-     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
 JA0331.and adjusted by the National Geodetic Survey in June 1991..
 JA0331
 JA0331.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0331
 JA0331.The geoid height was determined by GEOID03.
 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;                    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     -   0.99998519  x   1.00001858  =   1.00000377
 JA0331!UTM  16      -   0.99998519  x   0.99964088  =   0.99962608
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0331.See file dsdata.txt to determine how the superseded data were derived.
 JA0331
 JA0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5761427396(NAD 83)
 JA0331_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA0331_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0331_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA0331_STAMPING: 1018
 JA0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0331
 JA0331  HISTORY     - Date     Condition        Report By
 JA0331  HISTORY     - 1947     MONUMENTED       USE
 JA0331  HISTORY     - 1953     GOOD             NGS
 JA0331  HISTORY     - 1965     GOOD             NGS
 JA0331
 JA0331                          STATION DESCRIPTION
 JA0331
 JA0331'DESCRIBED BY US 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 NATIONAL 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 NATIONAL GEODETIC SURVEY 1965
 JA0331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0330 ***********************************************************************
 JA0330  DESIGNATION -  1018 RM 1
 JA0330  PID         -  JA0330
 JA0330  STATE/COUNTY-  IN/CRAWFORD
 JA0330  USGS QUAD   -  LEAVENWORTH (1980)
 JA0330
 JA0330                         *CURRENT SURVEY CONTROL
 JA0330  ___________________________________________________________________
 JA0330* NAD 83(1986)-  38 11 33.     (N)    086 20 30.     (W)     SCALED    
 JA0330* NAVD 88     -       127.638  (meters)     418.76   (feet)  ADJUSTED  
 JA0330  ___________________________________________________________________
 JA0330  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JA0330  DYNAMIC HT  -         127.547 (meters)     418.46  (feet)  COMP
 JA0330  MODELED GRAV-     979,910.7   (mgal)                       NAVD 88
 JA0330
 JA0330  VERT ORDER  -  FIRST     CLASS II
 JA0330
 JA0330.The horizontal coordinates were scaled from a topographic map and have
 JA0330.an estimated accuracy of +/- 6 seconds.
 JA0330
 JA0330.The orthometric height was determined by differential leveling
 JA0330.and adjusted by the National Geodetic Survey in June 1991..
 JA0330.WARNING-Repeat measurements at this control monument indicate possible
 JA0330.vertical movement.
 JA0330
 JA0330.The geoid height was determined by GEOID03.
 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     -   327,120.      964,970.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0330.See file dsdata.txt to determine how the superseded data were derived.
 JA0330
 JA0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH576273(NAD 83)
 JA0330_MARKER: DR = REFERENCE MARK DISK
 JA0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0330_STAMPING: BM 1018 USED NO 1 1947
 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             NGS
 JA0330  HISTORY     - 1965     GOOD             NGS
 JA0330
 JA0330                          STATION DESCRIPTION
 JA0330
 JA0330'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1965
 JA0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0329 ***********************************************************************
 JA0329  DESIGNATION -  1018 RM 2
 JA0329  PID         -  JA0329
 JA0329  STATE/COUNTY-  IN/CRAWFORD
 JA0329  USGS QUAD   -  LEAVENWORTH (1980)
 JA0329
 JA0329                         *CURRENT SURVEY CONTROL
 JA0329  ___________________________________________________________________
 JA0329* NAD 83(1986)-  38 11 34.     (N)    086 20 31.     (W)     SCALED    
 JA0329* NAVD 88     -       127.313  (meters)     417.69   (feet)  ADJUSTED  
 JA0329  ___________________________________________________________________
 JA0329  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JA0329  DYNAMIC HT  -         127.222 (meters)     417.39  (feet)  COMP
 JA0329  MODELED GRAV-     979,910.4   (mgal)                       NAVD 88
 JA0329
 JA0329  VERT ORDER  -  FIRST     CLASS II
 JA0329
 JA0329.The horizontal coordinates were scaled from a topographic map and have
 JA0329.an estimated accuracy of +/- 6 seconds.
 JA0329
 JA0329.The orthometric height was determined by differential leveling
 JA0329.and adjusted by the National Geodetic Survey in June 1991..
 JA0329.WARNING-Repeat measurements at this control monument indicate possible
 JA0329.vertical movement.
 JA0329
 JA0329.The geoid height was determined by GEOID03.
 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     -   327,150.      964,950.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0329.See file dsdata.txt to determine how the superseded data were derived.
 JA0329
 JA0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH576274(NAD 83)
 JA0329_MARKER: DR = REFERENCE MARK DISK
 JA0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0329_STAMPING: BM 1018 USED NO 2 1947
 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             NGS
 JA0329
 JA0329                          STATION DESCRIPTION
 JA0329
 JA0329'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0391 ***********************************************************************
 ME0391  DESIGNATION -  102
 ME0391  PID         -  ME0391
 ME0391  STATE/COUNTY-  IN/FULTON
 ME0391  USGS QUAD   -  ROCHESTER (1992)
 ME0391
 ME0391                         *CURRENT SURVEY CONTROL
 ME0391  ___________________________________________________________________
 ME0391* NAD 83(1986)-  41 02 08.     (N)    086 13 21.     (W)     SCALED    
 ME0391* NAVD 88     -       244.023  (meters)     800.60   (feet)  ADJUSTED  
 ME0391  ___________________________________________________________________
 ME0391  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME0391  DYNAMIC HT  -         243.916 (meters)     800.25  (feet)  COMP
 ME0391  MODELED GRAV-     980,181.2   (mgal)                       NAVD 88
 ME0391
 ME0391  VERT ORDER  -  SECOND    CLASS 0
 ME0391
 ME0391.The horizontal coordinates were scaled from a topographic map and have
 ME0391.an estimated accuracy of +/- 6 seconds.
 ME0391
 ME0391.The orthometric height was determined by differential leveling
 ME0391.and adjusted by the National Geodetic Survey in June 1991..
 ME0391
 ME0391.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0391.See file dsdata.txt to determine how the superseded data were derived.
 ME0391
 ME0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL653429(NAD 83)
 ME0391_MARKER: DB = BENCH MARK DISK
 ME0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0391_STAMPING: 102
 ME0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0391+STABILITY: SURFACE MOTION
 ME0391
 ME0391  HISTORY     - Date     Condition        Report By
 ME0391  HISTORY     - UNK      MONUMENTED       INGS
 ME0391  HISTORY     - 1946     GOOD             NGS
 ME0391  HISTORY     - 1990     GOOD             USPSQD
 ME0391
 ME0391                          STATION DESCRIPTION
 ME0391
 ME0391'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1505 ***********************************************************************
 JZ1505  DESIGNATION -  102 S
 JZ1505  PID         -  JZ1505
 JZ1505  STATE/COUNTY-  IN/HENRY
 JZ1505  USGS QUAD   -  NEW CASTLE WEST (1981)
 JZ1505
 JZ1505                         *CURRENT SURVEY CONTROL
 JZ1505  ___________________________________________________________________
 JZ1505* NAD 83(1986)-  39 54 33.     (N)    085 28 57.     (W)     SCALED    
 JZ1505* NAVD 88     -       321.864  (meters)    1055.98   (feet)  ADJUSTED  
 JZ1505  ___________________________________________________________________
 JZ1505  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JZ1505  DYNAMIC HT  -         321.684 (meters)    1055.39  (feet)  COMP
 JZ1505  MODELED GRAV-     980,057.7   (mgal)                       NAVD 88
 JZ1505
 JZ1505  VERT ORDER  -  SECOND    CLASS 0
 JZ1505
 JZ1505.The horizontal coordinates were scaled from a topographic map and have
 JZ1505.an estimated accuracy of +/- 6 seconds.
 JZ1505
 JZ1505.The orthometric height was determined by differential leveling
 JZ1505.and adjusted by the National Geodetic Survey in June 1991..
 JZ1505.WARNING-Repeat measurements at this control monument indicate possible
 JZ1505.vertical movement.
 JZ1505
 JZ1505.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1505.See file dsdata.txt to determine how the superseded data were derived.
 JZ1505
 JZ1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK297187(NAD 83)
 JZ1505_MARKER: DD = SURVEY DISK
 JZ1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1505_STAMPING: 102 S
 JZ1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1505+STABILITY: SURFACE MOTION
 JZ1505
 JZ1505  HISTORY     - Date     Condition        Report By
 JZ1505  HISTORY     - UNK      MONUMENTED       INGS
 JZ1505  HISTORY     - 1947     GOOD             NGS
 JZ1505
 JZ1505                          STATION DESCRIPTION
 JZ1505
 JZ1505'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1253 ***********************************************************************
 LB1253  DESIGNATION -  102.789
 LB1253  PID         -  LB1253
 LB1253  STATE/COUNTY-  IN/NEWTON
 LB1253  USGS QUAD   -  KENTLAND (1980)
 LB1253
 LB1253                         *CURRENT SURVEY CONTROL
 LB1253  ___________________________________________________________________
 LB1253* NAD 83(1986)-  40 46 35.     (N)    087 27 00.     (W)     SCALED    
 LB1253* NAVD 88     -       205.807  (meters)     675.22   (feet)  ADJUSTED  
 LB1253  ___________________________________________________________________
 LB1253  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 LB1253  DYNAMIC HT  -         205.714 (meters)     674.91  (feet)  COMP
 LB1253  MODELED GRAV-     980,165.6   (mgal)                       NAVD 88
 LB1253
 LB1253  VERT ORDER  -  FIRST     CLASS II
 LB1253
 LB1253.The horizontal coordinates were scaled from a topographic map and have
 LB1253.an estimated accuracy of +/- 6 seconds.
 LB1253
 LB1253.The orthometric height was determined by differential leveling
 LB1253.and adjusted by the National Geodetic Survey in June 1991..
 LB1253
 LB1253.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1253.See file dsdata.txt to determine how the superseded data were derived.
 LB1253
 LB1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL620140(NAD 83)
 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             NGS
 LB1253
 LB1253                          STATION DESCRIPTION
 LB1253
 LB1253'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1769 ***********************************************************************
 LB1769  DESIGNATION -  103
 LB1769  PID         -  LB1769
 LB1769  STATE/COUNTY-  IN/FOUNTAIN
 LB1769  USGS QUAD   -  HILLSBORO (1980)
 LB1769
 LB1769                         *CURRENT SURVEY CONTROL
 LB1769  ___________________________________________________________________
 LB1769* NAD 83(1986)-  40 02 53.     (N)    087 14 35.     (W)     SCALED    
 LB1769* NAVD 88     -       206.750  (meters)     678.31   (feet)  ADJUSTED  
 LB1769  ___________________________________________________________________
 LB1769  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LB1769  DYNAMIC HT  -         206.640 (meters)     677.95  (feet)  COMP
 LB1769  MODELED GRAV-     980,092.2   (mgal)                       NAVD 88
 LB1769
 LB1769  VERT ORDER  -  SECOND    CLASS 0
 LB1769
 LB1769.The horizontal coordinates were scaled from a topographic map and have
 LB1769.an estimated accuracy of +/- 6 seconds.
 LB1769
 LB1769.The orthometric height was determined by differential leveling
 LB1769.and adjusted by the National Geodetic Survey in June 1991..
 LB1769
 LB1769.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1769.See file dsdata.txt to determine how the superseded data were derived.
 LB1769
 LB1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK792331(NAD 83)
 LB1769_MARKER: DD = SURVEY DISK
 LB1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1769_STAMPING: 103
 LB1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1769+STABILITY: SURFACE MOTION
 LB1769
 LB1769  HISTORY     - Date     Condition        Report By
 LB1769  HISTORY     - UNK      MONUMENTED       INGS
 LB1769  HISTORY     - 1946     GOOD             NGS
 LB1769
 LB1769                          STATION DESCRIPTION
 LB1769
 LB1769'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0012 ***********************************************************************
 JA0012  DESIGNATION -  103/26 BORR
 JA0012  PID         -  JA0012
 JA0012  STATE/COUNTY-  IN/JACKSON
 JA0012  USGS QUAD   -  MEDORA (1994)
 JA0012
 JA0012                         *CURRENT SURVEY CONTROL
 JA0012  ___________________________________________________________________
 JA0012* NAD 83(1986)-  38 50 02.     (N)    086 07 57.     (W)     SCALED    
 JA0012* NAVD 88     -       162.833  (meters)     534.23   (feet)  ADJUSTED  
 JA0012  ___________________________________________________________________
 JA0012  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JA0012  DYNAMIC HT  -         162.729 (meters)     533.89  (feet)  COMP
 JA0012  MODELED GRAV-     979,985.0   (mgal)                       NAVD 88
 JA0012
 JA0012  VERT ORDER  -  FIRST     CLASS II
 JA0012
 JA0012.The horizontal coordinates were scaled from a topographic map and have
 JA0012.an estimated accuracy of +/- 6 seconds.
 JA0012
 JA0012.The orthometric height was determined by differential leveling
 JA0012.and adjusted by the National Geodetic Survey in June 1991..
 JA0012
 JA0012.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0012.See file dsdata.txt to determine how the superseded data were derived.
 JA0012
 JA0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH752987(NAD 83)
 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             NGS
 JA0012
 JA0012                          STATION DESCRIPTION
 JA0012
 JA0012'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1247 ***********************************************************************
 JZ1247  DESIGNATION -  1035
 JZ1247  PID         -  JZ1247
 JZ1247  STATE/COUNTY-  IN/UNION
 JZ1247  USGS QUAD   -  COLLEGE CORNER (1992)
 JZ1247
 JZ1247                         *CURRENT SURVEY CONTROL
 JZ1247  ___________________________________________________________________
 JZ1247* NAD 83(1986)-  39 35 29.     (N)    084 51 09.     (W)     SCALED    
 JZ1247* NAVD 88     -       315.101  (meters)    1033.79   (feet)  ADJUSTED  
 JZ1247  ___________________________________________________________________
 JZ1247  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JZ1247  DYNAMIC HT  -         314.919 (meters)    1033.20  (feet)  COMP
 JZ1247  MODELED GRAV-     980,041.7   (mgal)                       NAVD 88
 JZ1247
 JZ1247  VERT ORDER  -  SECOND    CLASS 0
 JZ1247
 JZ1247.The horizontal coordinates were scaled from a topographic map and have
 JZ1247.an estimated accuracy of +/- 6 seconds.
 JZ1247
 JZ1247.The orthometric height was determined by differential leveling
 JZ1247.and adjusted by the National Geodetic Survey in June 1991..
 JZ1247
 JZ1247.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1247.See file dsdata.txt to determine how the superseded data were derived.
 JZ1247
 JZ1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ844846(NAD 83)
 JZ1247_MARKER: Q = CHISELED SQUARE
 JZ1247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1247_SP_SET: CULVERT
 JZ1247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1247
 JZ1247  HISTORY     - Date     Condition        Report By
 JZ1247  HISTORY     - UNK      MONUMENTED       USGS
 JZ1247  HISTORY     - 1947     GOOD             NGS
 JZ1247
 JZ1247                          STATION DESCRIPTION
 JZ1247
 JZ1247'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0396 ***********************************************************************
 LB0396  DESIGNATION -  104
 LB0396  PID         -  LB0396
 LB0396  STATE/COUNTY-  IN/HAMILTON
 LB0396  USGS QUAD   -  NOBLESVILLE (1992)
 LB0396
 LB0396                         *CURRENT SURVEY CONTROL
 LB0396  ___________________________________________________________________
 LB0396* NAD 83(1986)-  40 02 24.     (N)    086 03 39.     (W)     SCALED    
 LB0396* NAVD 88     -       246.611  (meters)     809.09   (feet)  ADJUSTED  
 LB0396  ___________________________________________________________________
 LB0396  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 LB0396  DYNAMIC HT  -         246.475 (meters)     808.64  (feet)  COMP
 LB0396  MODELED GRAV-     980,069.1   (mgal)                       NAVD 88
 LB0396
 LB0396  VERT ORDER  -  SECOND    CLASS 0
 LB0396
 LB0396.The horizontal coordinates were scaled from a topographic map and have
 LB0396.an estimated accuracy of +/- 6 seconds.
 LB0396
 LB0396.The orthometric height was determined by differential leveling
 LB0396.and adjusted by the National Geodetic Survey in June 1991..
 LB0396
 LB0396.The geoid height was determined by GEOID03.
 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     -   532,030.       66,360.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0396.See file dsdata.txt to determine how the superseded data were derived.
 LB0396
 LB0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK801326(NAD 83)
 LB0396_MARKER: DD = SURVEY DISK
 LB0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0396_STAMPING: 104
 LB0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0396+STABILITY: SURFACE MOTION
 LB0396
 LB0396  HISTORY     - Date     Condition        Report By
 LB0396  HISTORY     - UNK      MONUMENTED       INGS
 LB0396  HISTORY     - 1935     GOOD             NGS
 LB0396  HISTORY     - 1977     GOOD             LOCENG
 LB0396
 LB0396                          STATION DESCRIPTION
 LB0396
 LB0396'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1770 ***********************************************************************
 LB1770  DESIGNATION -  104
 LB1770  PID         -  LB1770
 LB1770  STATE/COUNTY-  IN/FOUNTAIN
 LB1770  USGS QUAD   -  HILLSBORO (1980)
 LB1770
 LB1770                         *CURRENT SURVEY CONTROL
 LB1770  ___________________________________________________________________
 LB1770* NAD 83(1986)-  40 03 13.     (N)    087 14 36.     (W)     SCALED    
 LB1770* NAVD 88     -       209.387  (meters)     686.96   (feet)  ADJUSTED  
 LB1770  ___________________________________________________________________
 LB1770  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LB1770  DYNAMIC HT  -         209.276 (meters)     686.60  (feet)  COMP
 LB1770  MODELED GRAV-     980,092.9   (mgal)                       NAVD 88
 LB1770
 LB1770  VERT ORDER  -  SECOND    CLASS 0
 LB1770
 LB1770.The horizontal coordinates were scaled from a topographic map and have
 LB1770.an estimated accuracy of +/- 6 seconds.
 LB1770
 LB1770.The orthometric height was determined by differential leveling
 LB1770.and adjusted by the National Geodetic Survey in June 1991..
 LB1770
 LB1770.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1770.See file dsdata.txt to determine how the superseded data were derived.
 LB1770
 LB1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK792337(NAD 83)
 LB1770_MARKER: DD = SURVEY DISK
 LB1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1770_STAMPING: 104
 LB1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1770+STABILITY: SURFACE MOTION
 LB1770
 LB1770  HISTORY     - Date     Condition        Report By
 LB1770  HISTORY     - UNK      MONUMENTED       INGS
 LB1770  HISTORY     - 1946     GOOD             NGS
 LB1770
 LB1770                          STATION DESCRIPTION
 LB1770
 LB1770'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0630 ***********************************************************************
 MD0630  DESIGNATION -  104
 MD0630  PID         -  MD0630
 MD0630  STATE/COUNTY-  IN/ALLEN
 MD0630  USGS QUAD   -  FORT WAYNE EAST (1981)
 MD0630
 MD0630                         *CURRENT SURVEY CONTROL
 MD0630  ___________________________________________________________________
 MD0630* NAD 83(1997)-  41 04 38.71392(N)    085 06 52.46925(W)     ADJUSTED  
 MD0630* NAVD 88     -       237.945  (meters)     780.66   (feet)  ADJUSTED  
 MD0630  ___________________________________________________________________
 MD0630  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 MD0630  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MD0630  DYNAMIC HT  -         237.850 (meters)     780.35  (feet)  COMP
 MD0630  MODELED GRAV-     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
 MD0630.and adjusted by the National Geodetic Survey in June 1991..
 MD0630
 MD0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0630
 MD0630.The geoid height was determined by GEOID03.
 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;                    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  =   0.99987660
 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
 MD0630.Superseded values are not recommended for survey control.
 MD0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0630.See file dsdata.txt to determine how the superseded data were derived.
 MD0630
 MD0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5838549064(NAD 83)
 MD0630_MARKER: DB = BENCH MARK DISK
 MD0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0630_SP_SET: CONCRETE POST
 MD0630_STAMPING: 104
 MD0630_MARK LOGO: CGS   
 MD0630_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0630+STABILITY: SURFACE MOTION
 MD0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0630+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1992
 MD0630
 MD0630  HISTORY     - Date     Condition        Report By
 MD0630  HISTORY     - 1946     MONUMENTED       CGS
 MD0630  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MD0630  HISTORY     - 1968     GOOD             NGS
 MD0630  HISTORY     - 19921011 GOOD             NGS
 MD0630
 MD0630                          STATION DESCRIPTION
 MD0630
 MD0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 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
 MD0630'TRIANGULATION STATION CONCORDIA IN 1946.  THE 1946 DISTANCE IS
 MD0630'APPARENTLY CORRECT THO 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1269 ***********************************************************************
 LB1269  DESIGNATION -  104.394
 LB1269  PID         -  LB1269
 LB1269  STATE/COUNTY-  IN/NEWTON
 LB1269  USGS QUAD   -  MOROCCO (1961)
 LB1269
 LB1269                         *CURRENT SURVEY CONTROL
 LB1269  ___________________________________________________________________
 LB1269* NAD 83(1986)-  40 54 33.     (N)    087 26 39.     (W)     SCALED    
 LB1269* NAVD 88     -       206.068  (meters)     676.07   (feet)  ADJUSTED  
 LB1269  ___________________________________________________________________
 LB1269  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LB1269  DYNAMIC HT  -         205.978 (meters)     675.78  (feet)  COMP
 LB1269  MODELED GRAV-     980,181.1   (mgal)                       NAVD 88
 LB1269
 LB1269  VERT ORDER  -  FIRST     CLASS II
 LB1269
 LB1269.The horizontal coordinates were scaled from a topographic map and have
 LB1269.an estimated accuracy of +/- 6 seconds.
 LB1269
 LB1269.The orthometric height was determined by differential leveling
 LB1269.and adjusted by the National Geodetic Survey in June 1991..
 LB1269
 LB1269.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1269.See file dsdata.txt to determine how the superseded data were derived.
 LB1269
 LB1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL625287(NAD 83)
 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             NGS
 LB1269
 LB1269                          STATION DESCRIPTION
 LB1269
 LB1269'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1771 ***********************************************************************
 LB1771  DESIGNATION -  105
 LB1771  PID         -  LB1771
 LB1771  STATE/COUNTY-  IN/FOUNTAIN
 LB1771  USGS QUAD   -  HILLSBORO (1980)
 LB1771
 LB1771                         *CURRENT SURVEY CONTROL
 LB1771  ___________________________________________________________________
 LB1771* NAD 83(1986)-  40 03 40.     (N)    087 14 34.     (W)     SCALED    
 LB1771* NAVD 88     -       202.606  (meters)     664.72   (feet)  ADJUSTED  
 LB1771  ___________________________________________________________________
 LB1771  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LB1771  DYNAMIC HT  -         202.499 (meters)     664.37  (feet)  COMP
 LB1771  MODELED GRAV-     980,093.8   (mgal)                       NAVD 88
 LB1771
 LB1771  VERT ORDER  -  SECOND    CLASS 0
 LB1771
 LB1771.The horizontal coordinates were scaled from a topographic map and have
 LB1771.an estimated accuracy of +/- 6 seconds.
 LB1771
 LB1771.The orthometric height was determined by differential leveling
 LB1771.and adjusted by the National Geodetic Survey in June 1991..
 LB1771
 LB1771.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1771.See file dsdata.txt to determine how the superseded data were derived.
 LB1771
 LB1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK792345(NAD 83)
 LB1771_MARKER: DD = SURVEY DISK
 LB1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1771_STAMPING: 105
 LB1771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1771+STABILITY: SURFACE MOTION
 LB1771
 LB1771  HISTORY     - Date     Condition        Report By
 LB1771  HISTORY     - UNK      MONUMENTED       INGS
 LB1771  HISTORY     - 1946     GOOD             NGS
 LB1771
 LB1771                          STATION DESCRIPTION
 LB1771
 LB1771'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0164 ***********************************************************************
 LB0164  DESIGNATION -  105
 LB0164  PID         -  LB0164
 LB0164  STATE/COUNTY-  IN/FULTON
 LB0164  USGS QUAD   -  MACY (1994)
 LB0164
 LB0164                         *CURRENT SURVEY CONTROL
 LB0164  ___________________________________________________________________
 LB0164* NAD 83(1986)-  40 59 51.     (N)    086 14 10.     (W)     SCALED    
 LB0164* NAVD 88     -       247.825  (meters)     813.07   (feet)  ADJUSTED  
 LB0164  ___________________________________________________________________
 LB0164  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 LB0164  DYNAMIC HT  -         247.717 (meters)     812.72  (feet)  COMP
 LB0164  MODELED GRAV-     980,180.7   (mgal)                       NAVD 88
 LB0164
 LB0164  VERT ORDER  -  SECOND    CLASS 0
 LB0164
 LB0164.The horizontal coordinates were scaled from a topographic map and have
 LB0164.an estimated accuracy of +/- 6 seconds.
 LB0164
 LB0164.The orthometric height was determined by differential leveling
 LB0164.and adjusted by the National Geodetic Survey in June 1991..
 LB0164
 LB0164.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0164.See file dsdata.txt to determine how the superseded data were derived.
 LB0164
 LB0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL642387(NAD 83)
 LB0164_MARKER: DD = SURVEY DISK
 LB0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0164_STAMPING: 105
 LB0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0164+STABILITY: SURFACE MOTION
 LB0164
 LB0164  HISTORY     - Date     Condition        Report By
 LB0164  HISTORY     - UNK      MONUMENTED       INGS
 LB0164  HISTORY     - 1946     GOOD             NGS
 LB0164  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0164  HISTORY     - 1992     MARK NOT FOUND   USPSQD
 LB0164
 LB0164                          STATION DESCRIPTION
 LB0164
 LB0164'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME2426 ***********************************************************************
 ME2426  DESIGNATION -  105
 ME2426  PID         -  ME2426
 ME2426  STATE/COUNTY-  IN/LA PORTE
 ME2426  USGS QUAD   -  LA PORTE EAST (1991)
 ME2426
 ME2426                         *CURRENT SURVEY CONTROL
 ME2426  ___________________________________________________________________
 ME2426* NAD 83(1997)-  41 34 54.56438(N)    086 44 55.99786(W)     ADJUSTED  
 ME2426* NAVD 88     -       249.     (meters)     817.     (feet)  SCALED    
 ME2426  ___________________________________________________________________
 ME2426  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 ME2426  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME2426
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2426
 ME2426.The geoid height was determined by GEOID03.
 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  =   0.99957167
 ME2426
 ME2426:                Primary Azimuth Mark                     Grid Az
 ME2426:SPC IN W     -  104                                      015 48 43.8
 ME2426:UTM  16      -  104                                      015 52 02.9
 ME2426
 ME2426|---------------------------------------------------------------------|
 ME2426| PID    Reference Object                     Distance      Geod. Az  |
 ME2426|                                                           dddmmss.s |
 ME2426| CM3230 104                                                0160202.9 |
 ME2426| ME2419 LAPORTE MAPLE TERRACE TANK          APPROX. 2.4 KM 0511706.9 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2426.See file dsdata.txt to determine how the superseded data were derived.
 ME2426
 ME2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2093203379(NAD 83)
 ME2426_MARKER: DS = TRIANGULATION STATION DISK
 ME2426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2426
 ME2426  HISTORY     - Date     Condition        Report By
 ME2426  HISTORY     - 1948     MONUMENTED       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
 ME2426'POLE AND 44 WEST OF THE WEST RAIL OF THE PERE MARQUETTE RAILROAD.
 ME2426'THE MARK IS A 4 BY 4 INCH CONCRETE
 ME2426'POST WHICH PROJECTS 3 INCHES WITH A STANDARD USC ANG GS AND SS DISK
 ME2426'STAMPED NO 105.
 ME2426'
 ME2426'REFERENCE MARK NO. 1 IS 84.61 FEET NORTHEAST OF THE STATION.  IT IS
 ME2426'14 FEET EAST OF THE EAST RAIL OF
 ME2426'THE RAILROAD.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED NO
 ME2426'105 NO 1 1948.
 ME2426'
 ME2426'REFERENCE MARK NO. 2 IS 74.57 FEET SOUTHEAST OF THE STATION.  IT IS
 ME2426'72 FEET NORTH OF THE RAILROAD
 ME2426'WHISTLE POST AND 14 FEET EAST OF THE EAST RAIL OF RAILROAD.  THE MARK
 ME2426'PROJECTS 8 INCHES AND THE DISK
 ME2426'IS STAMPED 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
 ME2426'SOUTH OF A RAILROAD WHISTLE POST, 40 FEET WEST OF THE WEST RAIL OF
 ME2426'RAILROAD, 2 FEET WEST OF A WHITE
 ME2426'WITNESS POST AND 4 FEET EAST OF A NORTH-SOUTH
 ME2426'FENCELINE.  THE MARK IS A 4 BY 4 INCH CONCRETE POST
 ME2426'WHICH PROJECTS 3 INCHES WITH A
 ME2426'STANDARD USC AND GS AND SS DISK STAMPED NO 104.
 ME2426'
 ME2426'TO REACH THE STATION FROM THE LAPORTE COUNTY COURTHOUSE IN LAPORTE GO
 ME2426'SOUTHWEST ON STATE HIGHWAY
 ME2426'NO. 2 FOR 1 MILE TO A COUNTY CROSSROAD, TURN LEFT AND GO
 ME2426'SOUTH FOR 0.7 MILE TO A CROSSROAD,
 ME2426'TURN RIGHT AND GO SOUTHWEST FOR 1.2 MILE TO
 ME2426'RAILROAD CROSSING, TURN LEFT AND GO SOUTH ON THE EAST
 ME2426'SIDE OF RAILROAD FOR 0.2
 ME2426'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
 ME2426'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 = OCTOBER  6, 2006
 HZ0782 ***********************************************************************
 HZ0782  DESIGNATION -  105 CAP USE
 HZ0782  PID         -  HZ0782
 HZ0782  STATE/COUNTY-  IN/OHIO
 HZ0782  USGS QUAD   -  RISING SUN (1994)
 HZ0782
 HZ0782                         *CURRENT SURVEY CONTROL
 HZ0782  ___________________________________________________________________
 HZ0782* NAD 83(1986)-  38 56 42.     (N)    084 51 30.     (W)     SCALED    
 HZ0782* NAVD 88     -       160.237  (meters)     525.71   (feet)  ADJUSTED  
 HZ0782  ___________________________________________________________________
 HZ0782  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 HZ0782  DYNAMIC HT  -         160.135 (meters)     525.38  (feet)  COMP
 HZ0782  MODELED GRAV-     979,991.5   (mgal)                       NAVD 88
 HZ0782
 HZ0782  VERT ORDER  -  FIRST     CLASS II
 HZ0782
 HZ0782.The horizontal coordinates were scaled from a topographic map and have
 HZ0782.an estimated accuracy of +/- 6 seconds.
 HZ0782
 HZ0782.The orthometric height was determined by differential leveling
 HZ0782.and adjusted by the National Geodetic Survey in June 1991..
 HZ0782
 HZ0782.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0782.See file dsdata.txt to determine how the superseded data were derived.
 HZ0782
 HZ0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ856128(NAD 83)
 HZ0782_MARKER: B = BOLT
 HZ0782_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ0782_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HZ0782_STAMPING: 105
 HZ0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0782
 HZ0782  HISTORY     - Date     Condition        Report By
 HZ0782  HISTORY     - UNK      MONUMENTED       DOD
 HZ0782  HISTORY     - 1965     GOOD             NGS
 HZ0782
 HZ0782                          STATION DESCRIPTION
 HZ0782
 HZ0782'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2427 ***********************************************************************
 JZ2427  DESIGNATION -  105.08
 JZ2427  PID         -  JZ2427
 JZ2427  STATE/COUNTY-  IN/HENRY
 JZ2427  USGS QUAD   -  SHIRLEY (1960)
 JZ2427
 JZ2427                         *CURRENT SURVEY CONTROL
 JZ2427  ___________________________________________________________________
 JZ2427* NAD 83(1986)-  39 53 56.     (N)    085 32 24.     (W)     SCALED    
 JZ2427* NAVD 88     -       315.742  (meters)    1035.90   (feet)  ADJUSTED  
 JZ2427  ___________________________________________________________________
 JZ2427  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JZ2427  DYNAMIC HT  -         315.565 (meters)    1035.32  (feet)  COMP
 JZ2427  MODELED GRAV-     980,056.6   (mgal)                       NAVD 88
 JZ2427
 JZ2427  VERT ORDER  -  SECOND    CLASS 0
 JZ2427
 JZ2427.The horizontal coordinates were scaled from a topographic map and have
 JZ2427.an estimated accuracy of +/- 6 seconds.
 JZ2427
 JZ2427.The orthometric height was determined by differential leveling
 JZ2427.and adjusted by the National Geodetic Survey in June 1991..
 JZ2427
 JZ2427.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2427.See file dsdata.txt to determine how the superseded data were derived.
 JZ2427
 JZ2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK248175(NAD 83)
 JZ2427_MARKER: DD = SURVEY DISK
 JZ2427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2427+STABILITY: SURFACE MOTION
 JZ2427
 JZ2427  HISTORY     - Date     Condition        Report By
 JZ2427  HISTORY     - UNK      MONUMENTED       INGS
 JZ2427  HISTORY     - 1934     GOOD             NGS
 JZ2427
 JZ2427                          STATION DESCRIPTION
 JZ2427
 JZ2427'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1074 ***********************************************************************
 JA1074  DESIGNATION -  106
 JA1074  PID         -  JA1074
 JA1074  STATE/COUNTY-  IN/PIKE
 JA1074  USGS QUAD   -  PETERSBURG (1980)
 JA1074
 JA1074                         *CURRENT SURVEY CONTROL
 JA1074  ___________________________________________________________________
 JA1074* NAD 83(1986)-  38 22 54.     (N)    087 18 58.     (W)     SCALED    
 JA1074* NAVD 88     -       130.309  (meters)     427.52   (feet)  ADJUSTED  
 JA1074  ___________________________________________________________________
 JA1074  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 JA1074  DYNAMIC HT  -         130.223 (meters)     427.24  (feet)  COMP
 JA1074  MODELED GRAV-     979,971.7   (mgal)                       NAVD 88
 JA1074
 JA1074  VERT ORDER  -  FIRST     CLASS II
 JA1074
 JA1074.The horizontal coordinates were scaled from a topographic map and have
 JA1074.an estimated accuracy of +/- 6 seconds.
 JA1074
 JA1074.The orthometric height was determined by differential leveling
 JA1074.and adjusted by the National Geodetic Survey in June 1991..
 JA1074
 JA1074.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1074.See file dsdata.txt to determine how the superseded data were derived.
 JA1074
 JA1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH723482(NAD 83)
 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       SOURR
 JA1074  HISTORY     - 1965     GOOD             NGS
 JA1074  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA1074
 JA1074                          STATION DESCRIPTION
 JA1074
 JA1074'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0165 ***********************************************************************
 LB0165  CBN         -  This is a Cooperative Base Network Control Station.
 LB0165  DESIGNATION -  106
 LB0165  PID         -  LB0165
 LB0165  STATE/COUNTY-  IN/FULTON
 LB0165  USGS QUAD   -  MACY (1994)
 LB0165
 LB0165                         *CURRENT SURVEY CONTROL
 LB0165  ___________________________________________________________________
 LB0165* NAD 83(1997)-  40 58 52.47927(N)    086 14 40.11260(W)     ADJUSTED  
 LB0165* NAVD 88     -       244.675  (meters)     802.74   (feet)  ADJUSTED  
 LB0165  ___________________________________________________________________
 LB0165  X           -     315,845.447 (meters)                     COMP
 LB0165  Y           -  -4,811,761.576 (meters)                     COMP
 LB0165  Z           -   4,160,989.351 (meters)                     COMP
 LB0165  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 LB0165  ELLIP HEIGHT-         210.97  (meters)          (04/10/98) GPS OBS
 LB0165  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 LB0165  DYNAMIC HT  -         244.567 (meters)     802.38  (feet)  COMP
 LB0165  MODELED GRAV-     980,179.2   (mgal)                       NAVD 88
 LB0165
 LB0165  HORZ ORDER  -  B
 LB0165  VERT ORDER  -  SECOND    CLASS 0
 LB0165  ELLP ORDER  -  FOURTH    CLASS I
 LB0165
 LB0165.The horizontal coordinates were established by GPS observations
 LB0165.and adjusted by the National Geodetic Survey in April 1998..
 LB0165
 LB0165.The orthometric height was determined by differential leveling
 LB0165.and adjusted by the National Geodetic Survey in June 1991..
 LB0165
 LB0165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB0165
 LB0165.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB0165
 LB0165.The ellipsoidal height was determined by GPS observations
 LB0165.and is referenced to NAD 83.
 LB0165
 LB0165.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 LB0165;SPC IN E     -   636,636.170    51,373.654   MT  0.99999576   -0 22 44.2
 LB0165;SPC IN E     - 2,088,697.17    168,548.40   sFT  0.99999576   -0 22 44.2
 LB0165;UTM  16      - 4,536,949.829   563,559.019   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  =   0.99961664
 LB0165
 LB0165                          SUPERSEDED SURVEY CONTROL
 LB0165
 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 (04/10/98)  244.68   (m)          802.8    (f) LEVELING    3  
 LB0165  NGVD 29 (??/??/92)  244.795  (m)          803.13   (f) ADJ UNCH    2 0
 LB0165
 LB0165.Superseded values are not recommended for survey control.
 LB0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0165.See file dsdata.txt to determine how the superseded data were derived.
 LB0165
 LB0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6355936950(NAD 83)
 LB0165_MARKER: DD = SURVEY DISK
 LB0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0165_STAMPING: 106
 LB0165_MARK LOGO: CGS   
 LB0165_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LB0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0165+STABILITY: SURFACE MOTION
 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     - 1947     MONUMENTED       CGS
 LB0165  HISTORY     - 1946     GOOD             NGS
 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 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 (1946)
 LB0165
 LB0165'RECOVERY NOTE BY NATIONAL 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 (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 = OCTOBER  6, 2006
 ME2424 ***********************************************************************
 ME2424  DESIGNATION -  106
 ME2424  PID         -  ME2424
 ME2424  STATE/COUNTY-  IN/LA PORTE
 ME2424  USGS QUAD   -  LA PORTE EAST (1991)
 ME2424
 ME2424                         *CURRENT SURVEY CONTROL
 ME2424  ___________________________________________________________________
 ME2424* NAD 83(1997)-  41 33 28.35059(N)    086 44 58.30362(W)     ADJUSTED  
 ME2424* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 ME2424  ___________________________________________________________________
 ME2424  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 ME2424  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME2424
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2424
 ME2424.The geoid height was determined by GEOID03.
 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     -   0.99996752  x   0.99997620  =   0.99994372
 ME2424!UTM  16      -   0.99996752  x   0.99960537  =   0.99957290
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2424.See file dsdata.txt to determine how the superseded data were derived.
 ME2424
 ME2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2088600720(NAD 83)
 ME2424_MARKER: DS = TRIANGULATION STATION DISK
 ME2424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2424
 ME2424  HISTORY     - Date     Condition        Report By
 ME2424  HISTORY     - 1948     MONUMENTED       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
 ME2424'THE PERE MARQUETTE RAILROAD RIGHT-OF-WAY.  IT IS 40 FEET EAST OF THE
 ME2424'EAST RAIL OF THE RAILROAD TRACK, 27 FEET
 ME2424'NORTH OF A 4 INCH WILD CHERRY TREE, 7 FEET WEST OF A FENCE
 ME2424'CORNER AND 5 FEET WEST OF A WHITE WITNESS POST.
 ME2424'THE MARK IS A 6 BY 6 INCH CONCRETE POST
 ME2424'PROJECTING 2 INCHES WITH A STANDARD USC AND GS AND SS DISK STAMPED
 ME2424'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
 ME2424'THE RAILROAD TRACK AND 1 FOOT EAST OF THE FENCE LINE.  THE MARK
 ME2424'PROJECTS 6 INCHES AND THE DISK IS
 ME2424'STAMPED NO 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
 ME2424'PROJECTS 6 INCHES AND THE DISK IS STAMPED NO 106 NO 2 1948.
 ME2424'
 ME2424'THE AZIMUTH MARK IS 0.6 MILES NORTHEAST OF THE STATION.  IT IS 83
 ME2424'FEET WEST OF THE SOUTHWEST
 ME2424'CORNER OF A HOUSE, 41 FEET NORTHEAST OF THE NORTHWEST CORNER OF A
 ME2424'SHED, 40 FEET NORTHWEST OF THE
 ME2424'NORTHEAST CORNER OF A SHED, 25 FEET NORTH OF THE CENTER OF A FARM
 ME2424'LANE, 3 FEET SOUTHWEST OF A WHITE
 ME2424'WITNESS POST AND 2 FEET WEST OF A FENCE LINE.  THE MARK
 ME2424'PROJECTS 8 INCHES AND THE DISK IS STAMPED NO
 ME2424'106 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
 ME2424'KINGSBURY, GO NORTH ON HIGHWAY 35 FOR 2.15 MILE TO A PAVED CROSSROAD.
 ME2424'TURN LEFT AND GO WEST ON THE PAVED
 ME2424'ROAD FOR 2.55 MILE TO THE RAILROAD CROSSING.  TURN RIGHT
 ME2424'AND GO NORTH ALONG THE RAILROAD TRACKS FOR 0.85
 ME2424'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.
 ME2424'GO EAST ON THE FARM LANE FOR 0.4 MILE TO THE RESIDENCE OF MR. HERMAN
 ME2424'SPIER AND THE AZIMUTH MARK AS
 ME2424'DESCRIBED.
 ME2424'
 ME2424'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2429 ***********************************************************************
 JZ2429  DESIGNATION -  106.03
 JZ2429  PID         -  JZ2429
 JZ2429  STATE/COUNTY-  IN/HENRY
 JZ2429  USGS QUAD   -  SHIRLEY (1960)
 JZ2429
 JZ2429                         *CURRENT SURVEY CONTROL
 JZ2429  ___________________________________________________________________
 JZ2429* NAD 83(1986)-  39 53 46.     (N)    085 33 21.     (W)     SCALED    
 JZ2429* NAVD 88     -       313.588  (meters)    1028.83   (feet)  ADJUSTED  
 JZ2429  ___________________________________________________________________
 JZ2429  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JZ2429  DYNAMIC HT  -         313.412 (meters)    1028.25  (feet)  COMP
 JZ2429  MODELED GRAV-     980,056.2   (mgal)                       NAVD 88
 JZ2429
 JZ2429  VERT ORDER  -  SECOND    CLASS 0
 JZ2429
 JZ2429.The horizontal coordinates were scaled from a topographic map and have
 JZ2429.an estimated accuracy of +/- 6 seconds.
 JZ2429
 JZ2429.The orthometric height was determined by differential leveling
 JZ2429.and adjusted by the National Geodetic Survey in June 1991..
 JZ2429
 JZ2429.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2429.See file dsdata.txt to determine how the superseded data were derived.
 JZ2429
 JZ2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK234172(NAD 83)
 JZ2429_MARKER: DD = SURVEY DISK
 JZ2429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2429+STABILITY: SURFACE MOTION
 JZ2429
 JZ2429  HISTORY     - Date     Condition        Report By
 JZ2429  HISTORY     - UNK      MONUMENTED       INGS
 JZ2429  HISTORY     - 1934     GOOD             NGS
 JZ2429
 JZ2429                          STATION DESCRIPTION
 JZ2429
 JZ2429'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1274 ***********************************************************************
 LB1274  DESIGNATION -  106.396
 LB1274  PID         -  LB1274
 LB1274  STATE/COUNTY-  IN/NEWTON
 LB1274  USGS QUAD   -  MOROCCO (1961)
 LB1274
 LB1274                         *CURRENT SURVEY CONTROL
 LB1274  ___________________________________________________________________
 LB1274* NAD 83(1986)-  40 56 51.     (N)    087 26 38.     (W)     SCALED    
 LB1274* NAVD 88     -       206.674  (meters)     678.06   (feet)  ADJUSTED  
 LB1274  ___________________________________________________________________
 LB1274  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 LB1274  DYNAMIC HT  -         206.584 (meters)     677.77  (feet)  COMP
 LB1274  MODELED GRAV-     980,184.3   (mgal)                       NAVD 88
 LB1274
 LB1274  VERT ORDER  -  FIRST     CLASS II
 LB1274
 LB1274.The horizontal coordinates were scaled from a topographic map and have
 LB1274.an estimated accuracy of +/- 6 seconds.
 LB1274
 LB1274.The orthometric height was determined by differential leveling
 LB1274.and adjusted by the National Geodetic Survey in June 1991..
 LB1274
 LB1274.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1274.See file dsdata.txt to determine how the superseded data were derived.
 LB1274
 LB1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL626330(NAD 83)
 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   NGS
 LB1274
 LB1274                          STATION DESCRIPTION
 LB1274
 LB1274'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0398 ***********************************************************************
 LB0398  DESIGNATION -  107
 LB0398  PID         -  LB0398
 LB0398  STATE/COUNTY-  IN/HAMILTON
 LB0398  USGS QUAD   -  NOBLESVILLE (1992)
 LB0398
 LB0398                         *CURRENT SURVEY CONTROL
 LB0398  ___________________________________________________________________
 LB0398* NAD 83(1986)-  40 02 25.     (N)    086 06 32.     (W)     SCALED    
 LB0398* NAVD 88     -       264.998  (meters)     869.41   (feet)  ADJUSTED  
 LB0398  ___________________________________________________________________
 LB0398  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 LB0398  DYNAMIC HT  -         264.851 (meters)     868.93  (feet)  COMP
 LB0398  MODELED GRAV-     980,064.9   (mgal)                       NAVD 88
 LB0398
 LB0398  VERT ORDER  -  SECOND    CLASS 0
 LB0398
 LB0398.The horizontal coordinates were scaled from a topographic map and have
 LB0398.an estimated accuracy of +/- 6 seconds.
 LB0398
 LB0398.The orthometric height was determined by differential leveling
 LB0398.and adjusted by the National Geodetic Survey in June 1991..
 LB0398
 LB0398.The geoid height was determined by GEOID03.
 LB0398
 LB0398.The dynamic height is computed by dividing the NAVD 88
 LB0398.geopotential number by the normal gravity value computed on the
 LB0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0398.degrees latitude (g = 980.6199 gals.).
 LB0398
 LB0398.The modeled gravity was interpolated from observed gravity values.
 LB0398
 LB0398;                    North         East    Units  Estimated Accuracy
 LB0398;SPC IN E     -   532,080.       62,260.      MT  (+/- 180 meters Scaled)
 LB0398
 LB0398                          SUPERSEDED SURVEY CONTROL
 LB0398
 LB0398  NGVD 29 (??/??/92)  265.119  (m)          869.81   (f) ADJ UNCH    2 0
 LB0398
 LB0398.Superseded values are not recommended for survey control.
 LB0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0398.See file dsdata.txt to determine how the superseded data were derived.
 LB0398
 LB0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK760326(NAD 83)
 LB0398_MARKER: DD = SURVEY DISK
 LB0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0398_STAMPING: 107
 LB0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0398+STABILITY: SURFACE MOTION
 LB0398
 LB0398  HISTORY     - Date     Condition        Report By
 LB0398  HISTORY     - UNK      MONUMENTED       INGS
 LB0398  HISTORY     - 1935     GOOD             NGS
 LB0398  HISTORY     - 1977     GOOD             LOCENG
 LB0398
 LB0398                          STATION DESCRIPTION
 LB0398
 LB0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LB0398'1.4 MI E FROM WESTFIELD.
 LB0398'1.4 MILES EAST ALONG THE CENTRAL INDIANA RAILWAY FROM THE STATION
 LB0398'AT WESTFIELD, HAMILTON COUNTY, 0.2 MILE SOUTH OF STATE HIGHWAY
 LB0398'32, ABOUT 800 FEET NORTH OF AN UNPAINTED BARN, IN THE SOUTHWEST
 LB0398'ANGLE OF THE CROSSING OF A GRAVEL ROAD, 21.1 FEET WEST OF THE
 LB0398'CENTERLINE OF THE GRAVEL ROAD, 20.1 FEET SOUTH OF THE SOUTH RAIL,
 LB0398'4.7 FEET NORTHWEST OF A FENCE CORNER, AND ABOUT 5 FEET HIGHER THAN
 LB0398'THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 107 AND SET
 LB0398'IN THE TOP OF A CONCRETE POST.
 LB0398
 LB0398                          STATION RECOVERY (1977)
 LB0398
 LB0398'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LB0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0719 ***********************************************************************
 MD0719  DESIGNATION -  107
 MD0719  PID         -  MD0719
 MD0719  STATE/COUNTY-  IN/ALLEN
 MD0719  USGS QUAD   -  FORT WAYNE EAST (1981)
 MD0719
 MD0719                         *CURRENT SURVEY CONTROL
 MD0719  ___________________________________________________________________
 MD0719* NAD 83(1986)-  41 04 06.     (N)    085 06 13.     (W)     SCALED    
 MD0719* NAVD 88     -       247.437  (meters)     811.80   (feet)  ADJUSTED  
 MD0719  ___________________________________________________________________
 MD0719  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MD0719  DYNAMIC HT  -         247.338 (meters)     811.47  (feet)  COMP
 MD0719  MODELED GRAV-     980,217.7   (mgal)                       NAVD 88
 MD0719
 MD0719  VERT ORDER  -  FIRST     CLASS I
 MD0719
 MD0719.The horizontal coordinates were scaled from a topographic map and have
 MD0719.an estimated accuracy of +/- 6 seconds.
 MD0719
 MD0719.The orthometric height was determined by differential leveling
 MD0719.and adjusted by the National Geodetic Survey in April 1995..
 MD0719.WARNING-Repeat measurements at this control monument indicate possible
 MD0719.vertical movement.
 MD0719
 MD0719.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD0719
 MD0719  NAVD 88 (06/15/91)  247.415  (m)          811.73   (f) UNKNOWN     1 1
 MD0719  NGVD 29 (01/19/93)  247.601  (m)          812.34   (f) ADJUSTED    1 1
 MD0719
 MD0719.Superseded values are not recommended for survey control.
 MD0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0719.See file dsdata.txt to determine how the superseded data were derived.
 MD0719
 MD0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL593480(NAD 83)
 MD0719_MARKER: DD = SURVEY DISK
 MD0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0719_SP_SET: CONCRETE POST
 MD0719_STAMPING: 107
 MD0719_MARK LOGO: CGS   
 MD0719_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0719+STABILITY: SURFACE MOTION
 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     - UNK      MONUMENTED       CGS
 MD0719  HISTORY     - 1968     GOOD             NGS
 MD0719  HISTORY     - 19921015 GOOD             NGS
 MD0719
 MD0719                          STATION DESCRIPTION
 MD0719
 MD0719'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1772 ***********************************************************************
 LB1772  DESIGNATION -  107
 LB1772  PID         -  LB1772
 LB1772  STATE/COUNTY-  IN/FOUNTAIN
 LB1772  USGS QUAD   -  HILLSBORO (1980)
 LB1772
 LB1772                         *CURRENT SURVEY CONTROL
 LB1772  ___________________________________________________________________
 LB1772* NAD 83(1986)-  40 04 24.     (N)    087 14 34.     (W)     SCALED    
 LB1772* NAVD 88     -       195.178  (meters)     640.35   (feet)  ADJUSTED  
 LB1772  ___________________________________________________________________
 LB1772  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LB1772  DYNAMIC HT  -         195.075 (meters)     640.01  (feet)  COMP
 LB1772  MODELED GRAV-     980,095.3   (mgal)                       NAVD 88
 LB1772
 LB1772  VERT ORDER  -  SECOND    CLASS 0
 LB1772
 LB1772.The horizontal coordinates were scaled from a topographic map and have
 LB1772.an estimated accuracy of +/- 6 seconds.
 LB1772
 LB1772.The orthometric height was determined by differential leveling
 LB1772.and adjusted by the National Geodetic Survey in June 1991..
 LB1772
 LB1772.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1772.See file dsdata.txt to determine how the superseded data were derived.
 LB1772
 LB1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK792359(NAD 83)
 LB1772_MARKER: DD = SURVEY DISK
 LB1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1772_STAMPING: 107
 LB1772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1772+STABILITY: SURFACE MOTION
 LB1772
 LB1772  HISTORY     - Date     Condition        Report By
 LB1772  HISTORY     - UNK      MONUMENTED       INGS
 LB1772  HISTORY     - 1946     GOOD             NGS
 LB1772
 LB1772                          STATION DESCRIPTION
 LB1772
 LB1772'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0166 ***********************************************************************
 LB0166  DESIGNATION -  107
 LB0166  PID         -  LB0166
 LB0166  STATE/COUNTY-  IN/FULTON
 LB0166  USGS QUAD   -  MACY (1994)
 LB0166
 LB0166                         *CURRENT SURVEY CONTROL
 LB0166  ___________________________________________________________________
 LB0166* NAD 83(1986)-  40 58 18.     (N)    086 14 58.     (W)     SCALED    
 LB0166* NAVD 88     -       243.318  (meters)     798.29   (feet)  ADJUSTED  
 LB0166  ___________________________________________________________________
 LB0166  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 LB0166  DYNAMIC HT  -         243.211 (meters)     797.93  (feet)  COMP
 LB0166  MODELED GRAV-     980,178.3   (mgal)                       NAVD 88
 LB0166
 LB0166  VERT ORDER  -  SECOND    CLASS 0
 LB0166
 LB0166.The horizontal coordinates were scaled from a topographic map and have
 LB0166.an estimated accuracy of +/- 6 seconds.
 LB0166
 LB0166.The orthometric height was determined by differential leveling
 LB0166.and adjusted by the National Geodetic Survey in June 1991..
 LB0166
 LB0166.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0166.See file dsdata.txt to determine how the superseded data were derived.
 LB0166
 LB0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL631358(NAD 83)
 LB0166_MARKER: DD = SURVEY DISK
 LB0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0166_STAMPING: 107
 LB0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0166+STABILITY: SURFACE MOTION
 LB0166
 LB0166  HISTORY     - Date     Condition        Report By
 LB0166  HISTORY     - UNK      MONUMENTED       INGS
 LB0166  HISTORY     - 1946     GOOD             NGS
 LB0166
 LB0166                          STATION DESCRIPTION
 LB0166
 LB0166'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ0983 ***********************************************************************
 HZ0983  DESIGNATION -  107+200
 HZ0983  PID         -  HZ0983
 HZ0983  STATE/COUNTY-  IN/JEFFERSON
 HZ0983  USGS QUAD   -  CLIFTY FALLS (1992)
 HZ0983
 HZ0983                         *CURRENT SURVEY CONTROL
 HZ0983  ___________________________________________________________________
 HZ0983* NAD 83(1986)-  38 50 22.     (N)    085 27 45.     (W)     SCALED    
 HZ0983* NAVD 88     -       253.518  (meters)     831.75   (feet)  ADJUSTED  
 HZ0983  ___________________________________________________________________
 HZ0983  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 HZ0983  DYNAMIC HT  -         253.353 (meters)     831.21  (feet)  COMP
 HZ0983  MODELED GRAV-     979,967.6   (mgal)                       NAVD 88
 HZ0983
 HZ0983  VERT ORDER  -  SECOND    CLASS 0
 HZ0983
 HZ0983.The horizontal coordinates were scaled from a topographic map and have
 HZ0983.an estimated accuracy of +/- 6 seconds.
 HZ0983
 HZ0983.The orthometric height was determined by differential leveling
 HZ0983.and adjusted by the National Geodetic Survey in June 1991..
 HZ0983
 HZ0983.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0983.See file dsdata.txt to determine how the superseded data were derived.
 HZ0983
 HZ0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ334000(NAD 83)
 HZ0983_MARKER: DB = BENCH MARK DISK
 HZ0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0983_STAMPING: STATION NO 107/200
 HZ0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0983+STABILITY: SURFACE MOTION
 HZ0983
 HZ0983  HISTORY     - Date     Condition        Report By
 HZ0983  HISTORY     - UNK      MONUMENTED       INGS
 HZ0983  HISTORY     - 1935     GOOD             NGS
 HZ0983  HISTORY     - 1960     MARK NOT FOUND   INHD
 HZ0983
 HZ0983                          STATION DESCRIPTION
 HZ0983
 HZ0983'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0720 ***********************************************************************
 MD0720  DESIGNATION -  108
 MD0720  PID         -  MD0720
 MD0720  STATE/COUNTY-  IN/ALLEN
 MD0720  USGS QUAD   -  FORT WAYNE EAST (1981)
 MD0720
 MD0720                         *CURRENT SURVEY CONTROL
 MD0720  ___________________________________________________________________
 MD0720* NAD 83(1986)-  41 04 08.     (N)    085 05 32.     (W)     SCALED    
 MD0720* NAVD 88     -       242.361  (meters)     795.15   (feet)  ADJUSTED  
 MD0720  ___________________________________________________________________
 MD0720  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MD0720  DYNAMIC HT  -         242.264 (meters)     794.83  (feet)  COMP
 MD0720  MODELED GRAV-     980,216.8   (mgal)                       NAVD 88
 MD0720
 MD0720  VERT ORDER  -  FIRST     CLASS I
 MD0720
 MD0720.The horizontal coordinates were scaled from a topographic map and have
 MD0720.an estimated accuracy of +/- 6 seconds.
 MD0720
 MD0720.The orthometric height was determined by differential leveling
 MD0720.and adjusted by the National Geodetic Survey in June 1991..
 MD0720
 MD0720.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0720.See file dsdata.txt to determine how the superseded data were derived.
 MD0720
 MD0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL602481(NAD 83)
 MD0720_MARKER: DB = BENCH MARK DISK
 MD0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0720_STAMPING: 108
 MD0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0720+STABILITY: SURFACE MOTION
 MD0720
 MD0720  HISTORY     - Date     Condition        Report By
 MD0720  HISTORY     - UNK      MONUMENTED       CGS
 MD0720  HISTORY     - 1968     GOOD             NGS
 MD0720  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0720
 MD0720                          STATION DESCRIPTION
 MD0720
 MD0720'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1773 ***********************************************************************
 LB1773  DESIGNATION -  108
 LB1773  PID         -  LB1773
 LB1773  STATE/COUNTY-  IN/FOUNTAIN
 LB1773  USGS QUAD   -  HILLSBORO (1980)
 LB1773
 LB1773                         *CURRENT SURVEY CONTROL
 LB1773  ___________________________________________________________________
 LB1773* NAD 83(1986)-  40 04 57.     (N)    087 14 36.     (W)     SCALED    
 LB1773* NAVD 88     -       200.938  (meters)     659.24   (feet)  ADJUSTED  
 LB1773  ___________________________________________________________________
 LB1773  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LB1773  DYNAMIC HT  -         200.833 (meters)     658.90  (feet)  COMP
 LB1773  MODELED GRAV-     980,096.5   (mgal)                       NAVD 88
 LB1773
 LB1773  VERT ORDER  -  SECOND    CLASS 0
 LB1773
 LB1773.The horizontal coordinates were scaled from a topographic map and have
 LB1773.an estimated accuracy of +/- 6 seconds.
 LB1773
 LB1773.The orthometric height was determined by differential leveling
 LB1773.and adjusted by the National Geodetic Survey in June 1991..
 LB1773
 LB1773.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1773.See file dsdata.txt to determine how the superseded data were derived.
 LB1773
 LB1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK792369(NAD 83)
 LB1773_MARKER: DD = SURVEY DISK
 LB1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1773_STAMPING: 108
 LB1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1773+STABILITY: SURFACE MOTION
 LB1773
 LB1773  HISTORY     - Date     Condition        Report By
 LB1773  HISTORY     - UNK      MONUMENTED       INGS
 LB1773  HISTORY     - 1946     GOOD             NGS
 LB1773
 LB1773                          STATION DESCRIPTION
 LB1773
 LB1773'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0167 ***********************************************************************
 LB0167  DESIGNATION -  108
 LB0167  PID         -  LB0167
 LB0167  STATE/COUNTY-  IN/FULTON
 LB0167  USGS QUAD   -  FULTON (1960)
 LB0167
 LB0167                         *CURRENT SURVEY CONTROL
 LB0167  ___________________________________________________________________
 LB0167* NAD 83(1986)-  40 57 55.     (N)    086 15 10.     (W)     SCALED    
 LB0167* NAVD 88     -       244.867  (meters)     803.37   (feet)  ADJUSTED  
 LB0167  ___________________________________________________________________
 LB0167  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 LB0167  DYNAMIC HT  -         244.759 (meters)     803.01  (feet)  COMP
 LB0167  MODELED GRAV-     980,177.7   (mgal)                       NAVD 88
 LB0167
 LB0167  VERT ORDER  -  SECOND    CLASS 0
 LB0167
 LB0167.The horizontal coordinates were scaled from a topographic map and have
 LB0167.an estimated accuracy of +/- 6 seconds.
 LB0167
 LB0167.The orthometric height was determined by differential leveling
 LB0167.and adjusted by the National Geodetic Survey in June 1991..
 LB0167
 LB0167.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0167.See file dsdata.txt to determine how the superseded data were derived.
 LB0167
 LB0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL628351(NAD 83)
 LB0167_MARKER: DD = SURVEY DISK
 LB0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0167_STAMPING: 108
 LB0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0167+STABILITY: SURFACE MOTION
 LB0167
 LB0167  HISTORY     - Date     Condition        Report By
 LB0167  HISTORY     - UNK      MONUMENTED       INGS
 LB0167  HISTORY     - 1946     GOOD             NGS
 LB0167
 LB0167                          STATION DESCRIPTION
 LB0167
 LB0167'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1265 ***********************************************************************
 JA1265  DESIGNATION -  108 INGS
 JA1265  PID         -  JA1265
 JA1265  STATE/COUNTY-  IN/VANDERBURGH
 JA1265  USGS QUAD   -  EVANSVILLE NORTH (1988)
 JA1265
 JA1265                         *CURRENT SURVEY CONTROL
 JA1265  ___________________________________________________________________
 JA1265* NAD 83(1986)-  38 02 59.     (N)    087 31 05.     (W)     SCALED    
 JA1265* NAVD 88     -       127.561  (meters)     418.51   (feet)  ADJUSTED  
 JA1265  ___________________________________________________________________
 JA1265  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 JA1265  DYNAMIC HT  -         127.474 (meters)     418.22  (feet)  COMP
 JA1265  MODELED GRAV-     979,943.1   (mgal)                       NAVD 88
 JA1265
 JA1265  VERT ORDER  -  SECOND    CLASS 0
 JA1265
 JA1265.The horizontal coordinates were scaled from a topographic map and have
 JA1265.an estimated accuracy of +/- 6 seconds.
 JA1265
 JA1265.The orthometric height was determined by differential leveling
 JA1265.and adjusted by the National Geodetic Survey in June 1991..
 JA1265
 JA1265.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1265.See file dsdata.txt to determine how the superseded data were derived.
 JA1265
 JA1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH545114(NAD 83)
 JA1265_MARKER: DD = SURVEY DISK
 JA1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1265_STAMPING: STATION NO 108
 JA1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1265+STABILITY: SURFACE MOTION
 JA1265
 JA1265  HISTORY     - Date     Condition        Report By
 JA1265  HISTORY     - UNK      MONUMENTED       INGS
 JA1265  HISTORY     - 1965     GOOD             NGS
 JA1265
 JA1265                          STATION DESCRIPTION
 JA1265
 JA1265'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0168 ***********************************************************************
 LB0168  DESIGNATION -  109
 LB0168  PID         -  LB0168
 LB0168  STATE/COUNTY-  IN/FULTON
 LB0168  USGS QUAD   -  FULTON (1960)
 LB0168
 LB0168                         *CURRENT SURVEY CONTROL
 LB0168  ___________________________________________________________________
 LB0168* NAD 83(1986)-  40 57 27.     (N)    086 15 22.     (W)     SCALED    
 LB0168* NAVD 88     -       243.688  (meters)     799.50   (feet)  ADJUSTED  
 LB0168  ___________________________________________________________________
 LB0168  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 LB0168  DYNAMIC HT  -         243.580 (meters)     799.15  (feet)  COMP
 LB0168  MODELED GRAV-     980,176.8   (mgal)                       NAVD 88
 LB0168
 LB0168  VERT ORDER  -  SECOND    CLASS 0
 LB0168
 LB0168.The horizontal coordinates were scaled from a topographic map and have
 LB0168.an estimated accuracy of +/- 6 seconds.
 LB0168
 LB0168.The orthometric height was determined by differential leveling
 LB0168.and adjusted by the National Geodetic Survey in June 1991..
 LB0168
 LB0168.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0168.See file dsdata.txt to determine how the superseded data were derived.
 LB0168
 LB0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL626343(NAD 83)
 LB0168_MARKER: DD = SURVEY DISK
 LB0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0168_STAMPING: 109
 LB0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0168+STABILITY: SURFACE MOTION
 LB0168
 LB0168  HISTORY     - Date     Condition        Report By
 LB0168  HISTORY     - UNK      MONUMENTED       INGS
 LB0168  HISTORY     - 1946     GOOD             NGS
 LB0168
 LB0168                          STATION DESCRIPTION
 LB0168
 LB0168'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0994 ***********************************************************************
 ME0994  DESIGNATION -  109 RESET
 ME0994  PID         -  ME0994
 ME0994  STATE/COUNTY-  IN/LAKE
 ME0994  USGS QUAD   -  GARY (1991)
 ME0994
 ME0994                         *CURRENT SURVEY CONTROL
 ME0994  ___________________________________________________________________
 ME0994* NAD 83(1986)-  41 33 45.     (N)    087 18 10.     (W)     SCALED    
 ME0994* NAVD 88     -       185.254  (meters)     607.79   (feet)  ADJUSTED  
 ME0994  ___________________________________________________________________
 ME0994  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 ME0994  DYNAMIC HT  -         185.184 (meters)     607.56  (feet)  COMP
 ME0994  MODELED GRAV-     980,242.7   (mgal)                       NAVD 88
 ME0994
 ME0994  VERT ORDER  -  FIRST     CLASS I
 ME0994
 ME0994.The horizontal coordinates were scaled from a topographic map and have
 ME0994.an estimated accuracy of +/- 6 seconds.
 ME0994
 ME0994.The orthometric height was determined by differential leveling
 ME0994.and adjusted by the National Geodetic Survey in April 1995..
 ME0994.WARNING-Repeat measurements at this control monument indicate possible
 ME0994.vertical movement.
 ME0994
 ME0994.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0994
 ME0994  NAVD 88 (06/15/91)  185.268  (m)          607.83   (f) UNKNOWN     1 1
 ME0994  NGVD 29 (01/19/93)  185.354  (m)          608.12   (f) ADJUSTED    1 1
 ME0994
 ME0994.Superseded values are not recommended for survey control.
 ME0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0994.See file dsdata.txt to determine how the superseded data were derived.
 ME0994
 ME0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM747012(NAD 83)
 ME0994_MARKER: DB = BENCH MARK DISK
 ME0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0994_SP_SET: CONCRETE POST
 ME0994_STAMPING: 109 RESET 1946
 ME0994_MARK LOGO: INGS  
 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       INGS
 ME0994  HISTORY     - 1968     GOOD             NGS
 ME0994  HISTORY     - 1973     GOOD             BRADY
 ME0994  HISTORY     - 19920906 GOOD             NGS
 ME0994
 ME0994                          STATION DESCRIPTION
 ME0994
 ME0994'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0020 ***********************************************************************
 JA0020  DESIGNATION -  109/35 BORR
 JA0020  PID         -  JA0020
 JA0020  STATE/COUNTY-  IN/JACKSON
 JA0020  USGS QUAD   -  MEDORA (1994)
 JA0020
 JA0020                         *CURRENT SURVEY CONTROL
 JA0020  ___________________________________________________________________
 JA0020* NAD 83(1986)-  38 47 07.     (N)    086 13 12.     (W)     SCALED    
 JA0020* NAVD 88     -       158.140  (meters)     518.83   (feet)  ADJUSTED  
 JA0020  ___________________________________________________________________
 JA0020  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JA0020  DYNAMIC HT  -         158.039 (meters)     518.50  (feet)  COMP
 JA0020  MODELED GRAV-     979,983.6   (mgal)                       NAVD 88
 JA0020
 JA0020  VERT ORDER  -  FIRST     CLASS II
 JA0020
 JA0020.The horizontal coordinates were scaled from a topographic map and have
 JA0020.an estimated accuracy of +/- 6 seconds.
 JA0020
 JA0020.The orthometric height was determined by differential leveling
 JA0020.and adjusted by the National Geodetic Survey in June 1991..
 JA0020
 JA0020.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0020.See file dsdata.txt to determine how the superseded data were derived.
 JA0020
 JA0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH677932(NAD 83)
 JA0020_MARKER: Q = CHISELED SQUARE
 JA0020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0020_SP_SET: CULVERT
 JA0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0020
 JA0020  HISTORY     - Date     Condition        Report By
 JA0020  HISTORY     - UNK      MONUMENTED       BORR
 JA0020  HISTORY     - 1934     GOOD             NGS
 JA0020
 JA0020                          STATION DESCRIPTION
 JA0020
 JA0020'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0251 ***********************************************************************
 LA0251  DESIGNATION -  1097
 LA0251  PID         -  LA0251
 LA0251  STATE/COUNTY-  IN/RANDOLPH
 LA0251  USGS QUAD   -  WINCHESTER (1994)
 LA0251
 LA0251                         *CURRENT SURVEY CONTROL
 LA0251  ___________________________________________________________________
 LA0251* NAD 83(1986)-  40 10 21.     (N)    084 58 53.     (W)     SCALED    
 LA0251* NAVD 88     -       334.127  (meters)    1096.21   (feet)  ADJUSTED  
 LA0251  ___________________________________________________________________
 LA0251  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 LA0251  DYNAMIC HT  -         333.949 (meters)    1095.63  (feet)  COMP
 LA0251  MODELED GRAV-     980,082.7   (mgal)                       NAVD 88
 LA0251
 LA0251  VERT ORDER  -  SECOND    CLASS 0
 LA0251
 LA0251.The horizontal coordinates were scaled from a topographic map and have
 LA0251.an estimated accuracy of +/- 6 seconds.
 LA0251
 LA0251.The orthometric height was determined by differential leveling
 LA0251.and adjusted by the National Geodetic Survey in June 1991..
 LA0251
 LA0251.The geoid height was determined by GEOID03.
 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     -   546,900.      158,370.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0251.See file dsdata.txt to determine how the superseded data were derived.
 LA0251
 LA0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK718488(NAD 83)
 LA0251_MARKER: DD = SURVEY DISK
 LA0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0251_SP_SET: STONE PARAPET
 LA0251_STAMPING: 1097
 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             NGS
 LA0251
 LA0251                          STATION DESCRIPTION
 LA0251
 LA0251'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0601 ***********************************************************************
 LB0601  DESIGNATION -  110
 LB0601  PID         -  LB0601
 LB0601  STATE/COUNTY-  IN/HAMILTON
 LB0601  USGS QUAD   -  WESTFIELD (1992)
 LB0601
 LB0601                         *CURRENT SURVEY CONTROL
 LB0601  ___________________________________________________________________
 LB0601* NAD 83(1986)-  40 00 52.     (N)    086 08 11.     (W)     SCALED    
 LB0601* NAVD 88     -       270.667  (meters)     888.01   (feet)  ADJUSTED  
 LB0601  ___________________________________________________________________
 LB0601  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 LB0601  DYNAMIC HT  -         270.517 (meters)     887.52  (feet)  COMP
 LB0601  MODELED GRAV-     980,062.7   (mgal)                       NAVD 88
 LB0601
 LB0601  VERT ORDER  -  SECOND    CLASS 0
 LB0601
 LB0601.The horizontal coordinates were scaled from a topographic map and have
 LB0601.an estimated accuracy of +/- 6 seconds.
 LB0601
 LB0601.The orthometric height was determined by differential leveling
 LB0601.and adjusted by the National Geodetic Survey in June 1991..
 LB0601
 LB0601.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0601.See file dsdata.txt to determine how the superseded data were derived.
 LB0601
 LB0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK737297(NAD 83)
 LB0601_MARKER: DD = SURVEY DISK
 LB0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0601_STAMPING: 110
 LB0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0601+STABILITY: SURFACE MOTION
 LB0601
 LB0601  HISTORY     - Date     Condition        Report By
 LB0601  HISTORY     - UNK      MONUMENTED       INGS
 LB0601  HISTORY     - 1935     GOOD             NGS
 LB0601  HISTORY     - 1977     GOOD             LOCENG
 LB0601
 LB0601                          STATION DESCRIPTION
 LB0601
 LB0601'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0169 ***********************************************************************
 LB0169  DESIGNATION -  110
 LB0169  PID         -  LB0169
 LB0169  STATE/COUNTY-  IN/FULTON
 LB0169  USGS QUAD   -  FULTON (1960)
 LB0169
 LB0169                         *CURRENT SURVEY CONTROL
 LB0169  ___________________________________________________________________
 LB0169* NAD 83(1986)-  40 56 56.     (N)    086 15 41.     (W)     SCALED    
 LB0169* NAVD 88     -       243.020  (meters)     797.31   (feet)  ADJUSTED  
 LB0169  ___________________________________________________________________
 LB0169  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 LB0169  DYNAMIC HT  -         242.913 (meters)     796.96  (feet)  COMP
 LB0169  MODELED GRAV-     980,175.9   (mgal)                       NAVD 88
 LB0169
 LB0169  VERT ORDER  -  SECOND    CLASS 0
 LB0169
 LB0169.The horizontal coordinates were scaled from a topographic map and have
 LB0169.an estimated accuracy of +/- 6 seconds.
 LB0169
 LB0169.The orthometric height was determined by differential leveling
 LB0169.and adjusted by the National Geodetic Survey in June 1991..
 LB0169
 LB0169.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0169.See file dsdata.txt to determine how the superseded data were derived.
 LB0169
 LB0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL621333(NAD 83)
 LB0169_MARKER: DD = SURVEY DISK
 LB0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0169_STAMPING: 110
 LB0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0169+STABILITY: SURFACE MOTION
 LB0169
 LB0169  HISTORY     - Date     Condition        Report By
 LB0169  HISTORY     - UNK      MONUMENTED       INGS
 LB0169  HISTORY     - 1946     GOOD             NGS
 LB0169
 LB0169                          STATION DESCRIPTION
 LB0169
 LB0169'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0430 ***********************************************************************
 LB0430  DESIGNATION -  111
 LB0430  PID         -  LB0430
 LB0430  STATE/COUNTY-  IN/HOWARD
 LB0430  USGS QUAD   -  KOKOMO WEST (1992)
 LB0430
 LB0430                         *CURRENT SURVEY CONTROL
 LB0430  ___________________________________________________________________
 LB0430* NAD 83(1986)-  40 26 11.     (N)    086 13 21.     (W)     SCALED    
 LB0430* NAVD 88     -       250.896  (meters)     823.15   (feet)  ADJUSTED  
 LB0430  ___________________________________________________________________
 LB0430  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 LB0430  DYNAMIC HT  -         250.764 (meters)     822.71  (feet)  COMP
 LB0430  MODELED GRAV-     980,094.1   (mgal)                       NAVD 88
 LB0430
 LB0430  VERT ORDER  -  SECOND    CLASS 0
 LB0430
 LB0430.The horizontal coordinates were scaled from a topographic map and have
 LB0430.an estimated accuracy of +/- 6 seconds.
 LB0430
 LB0430.The orthometric height was determined by differential leveling
 LB0430.and adjusted by the National Geodetic Survey in June 1991..
 LB0430
 LB0430.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0430.See file dsdata.txt to determine how the superseded data were derived.
 LB0430
 LB0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK659764(NAD 83)
 LB0430_MARKER: DD = SURVEY DISK
 LB0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0430_STAMPING: 111
 LB0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0430+STABILITY: SURFACE MOTION
 LB0430
 LB0430  HISTORY     - Date     Condition        Report By
 LB0430  HISTORY     - UNK      MONUMENTED       INGS
 LB0430  HISTORY     - 1946     MARK NOT FOUND   NGS
 LB0430
 LB0430                          STATION DESCRIPTION
 LB0430
 LB0430'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0170 ***********************************************************************
 LB0170  DESIGNATION -  111
 LB0170  PID         -  LB0170
 LB0170  STATE/COUNTY-  IN/FULTON
 LB0170  USGS QUAD   -  FULTON (1960)
 LB0170
 LB0170                         *CURRENT SURVEY CONTROL
 LB0170  ___________________________________________________________________
 LB0170* NAD 83(1986)-  40 56 41.     (N)    086 15 51.     (W)     SCALED    
 LB0170* NAVD 88     -       239.850  (meters)     786.91   (feet)  ADJUSTED  
 LB0170  ___________________________________________________________________
 LB0170  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 LB0170  DYNAMIC HT  -         239.744 (meters)     786.56  (feet)  COMP
 LB0170  MODELED GRAV-     980,175.5   (mgal)                       NAVD 88
 LB0170
 LB0170  VERT ORDER  -  SECOND    CLASS 0
 LB0170
 LB0170.The horizontal coordinates were scaled from a topographic map and have
 LB0170.an estimated accuracy of +/- 6 seconds.
 LB0170
 LB0170.The orthometric height was determined by differential leveling
 LB0170.and adjusted by the National Geodetic Survey in June 1991..
 LB0170
 LB0170.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0170.See file dsdata.txt to determine how the superseded data were derived.
 LB0170
 LB0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL619328(NAD 83)
 LB0170_MARKER: DD = SURVEY DISK
 LB0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0170_STAMPING: 111
 LB0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0170+STABILITY: SURFACE MOTION
 LB0170
 LB0170  HISTORY     - Date     Condition        Report By
 LB0170  HISTORY     - UNK      MONUMENTED       INGS
 LB0170  HISTORY     - 1946     GOOD             NGS
 LB0170  HISTORY     - 1992     MARK NOT FOUND   INDNR
 LB0170
 LB0170                          STATION DESCRIPTION
 LB0170
 LB0170'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA1503 ***********************************************************************
 HA1503  DESIGNATION -  1118 USE 1946
 HA1503  PID         -  HA1503
 HA1503  STATE/COUNTY-  IN/PERRY
 HA1503  USGS QUAD   -  TELL CITY (1980)
 HA1503
 HA1503                         *CURRENT SURVEY CONTROL
 HA1503  ___________________________________________________________________
 HA1503* NAD 83(1997)-  37 57 30.02470(N)    086 46 20.75831(W)     ADJUSTED  
 HA1503* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 HA1503  ___________________________________________________________________
 HA1503  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 HA1503  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 HA1503
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1503
 HA1503.The geoid height was determined by GEOID03.
 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     -   0.99998619  x   0.99997586  =   0.99996205
 HA1503!UTM  16      -   0.99998619  x   0.99960492  =   0.99959112
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1503.See file dsdata.txt to determine how the superseded data were derived.
 HA1503
 HA1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1999101217(NAD 83)
 HA1503_MARKER: DH = HORIZONTAL CONTROL DISK
 HA1503_SETTING: 0 = UNSPECIFIED SETTING
 HA1503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA1503
 HA1503  HISTORY     - Date     Condition        Report By
 HA1503  HISTORY     - 1946     MONUMENTED       DOD
 HA1503
 HA1503                          STATION DESCRIPTION
 HA1503
 HA1503'DESCRIBED BY US DEPARTMENT OF DEFENSE 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 = OCTOBER  6, 2006
 JA1040 ***********************************************************************
 JA1040  DESIGNATION -  112
 JA1040  PID         -  JA1040
 JA1040  STATE/COUNTY-  IN/VANDERBURGH
 JA1040  USGS QUAD   -  DAYLIGHT (1988)
 JA1040
 JA1040                         *CURRENT SURVEY CONTROL
 JA1040  ___________________________________________________________________
 JA1040* NAD 83(1986)-  38 05 31.     (N)    087 29 25.     (W)     SCALED    
 JA1040* NAVD 88     -       120.997  (meters)     396.97   (feet)  ADJUSTED  
 JA1040  ___________________________________________________________________
 JA1040  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 JA1040  DYNAMIC HT  -         120.914 (meters)     396.70  (feet)  COMP
 JA1040  MODELED GRAV-     979,945.8   (mgal)                       NAVD 88
 JA1040
 JA1040  VERT ORDER  -  FIRST     CLASS II
 JA1040
 JA1040.The horizontal coordinates were scaled from a topographic map and have
 JA1040.an estimated accuracy of +/- 6 seconds.
 JA1040
 JA1040.The orthometric height was determined by differential leveling
 JA1040.and adjusted by the National Geodetic Survey in June 1991..
 JA1040.WARNING-Repeat measurements at this control monument indicate possible
 JA1040.vertical movement.
 JA1040
 JA1040.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1040.See file dsdata.txt to determine how the superseded data were derived.
 JA1040
 JA1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH570161(NAD 83)
 JA1040_MARKER: DB = BENCH MARK DISK
 JA1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1040_SP_SET: CONCRETE POST
 JA1040_STAMPING: 112
 JA1040_MARK LOGO: CGS+SS
 JA1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1040+STABILITY: SURFACE MOTION
 JA1040
 JA1040  HISTORY     - Date     Condition        Report By
 JA1040  HISTORY     - UNK      MONUMENTED       CGS
 JA1040  HISTORY     - 1965     GOOD             NGS
 JA1040  HISTORY     - 1985     GOOD             NGS
 JA1040  HISTORY     - 19910131 MARK NOT FOUND   USPSQD
 JA1040
 JA1040                          STATION DESCRIPTION
 JA1040
 JA1040'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0429 ***********************************************************************
 LB0429  DESIGNATION -  112
 LB0429  PID         -  LB0429
 LB0429  STATE/COUNTY-  IN/HOWARD
 LB0429  USGS QUAD   -  KOKOMO WEST (1992)
 LB0429
 LB0429                         *CURRENT SURVEY CONTROL
 LB0429  ___________________________________________________________________
 LB0429* NAD 83(1986)-  40 26 22.     (N)    086 12 56.     (W)     SCALED    
 LB0429* NAVD 88     -       252.221  (meters)     827.50   (feet)  ADJUSTED  
 LB0429  ___________________________________________________________________
 LB0429  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 LB0429  DYNAMIC HT  -         252.088 (meters)     827.06  (feet)  COMP
 LB0429  MODELED GRAV-     980,094.5   (mgal)                       NAVD 88
 LB0429
 LB0429  VERT ORDER  -  SECOND    CLASS 0
 LB0429
 LB0429.The horizontal coordinates were scaled from a topographic map and have
 LB0429.an estimated accuracy of +/- 6 seconds.
 LB0429
 LB0429.The orthometric height was determined by differential leveling
 LB0429.and adjusted by the National Geodetic Survey in June 1991..
 LB0429
 LB0429.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0429.See file dsdata.txt to determine how the superseded data were derived.
 LB0429
 LB0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK665768(NAD 83)
 LB0429_MARKER: DD = SURVEY DISK
 LB0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0429_STAMPING: 112
 LB0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0429+STABILITY: SURFACE MOTION
 LB0429
 LB0429  HISTORY     - Date     Condition        Report By
 LB0429  HISTORY     - UNK      MONUMENTED       INGS
 LB0429  HISTORY     - 1946     GOOD             NGS
 LB0429
 LB0429                          STATION DESCRIPTION
 LB0429
 LB0429'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1160 ***********************************************************************
 ME1160  DESIGNATION -  112.602
 ME1160  PID         -  ME1160
 ME1160  STATE/COUNTY-  IN/LAKE
 ME1160  USGS QUAD   -  ST JOHN (1992)
 ME1160
 ME1160                         *CURRENT SURVEY CONTROL
 ME1160  ___________________________________________________________________
 ME1160* NAD 83(1986)-  41 25 47.     (N)    087 27 57.     (W)     SCALED    
 ME1160* NAVD 88     -       208.700  (meters)     684.71   (feet)  ADJUSTED  
 ME1160  ___________________________________________________________________
 ME1160  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME1160  DYNAMIC HT  -         208.616 (meters)     684.43  (feet)  COMP
 ME1160  MODELED GRAV-     980,220.6   (mgal)                       NAVD 88
 ME1160
 ME1160  VERT ORDER  -  FIRST     CLASS II
 ME1160
 ME1160.The horizontal coordinates were scaled from a topographic map and have
 ME1160.an estimated accuracy of +/- 6 seconds.
 ME1160
 ME1160.The orthometric height was determined by differential leveling
 ME1160.and adjusted by the National Geodetic Survey in June 1991..
 ME1160
 ME1160.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1160.See file dsdata.txt to determine how the superseded data were derived.
 ME1160
 ME1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL610865(NAD 83)
 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             NGS
 ME1160
 ME1160                          STATION DESCRIPTION
 ME1160
 ME1160'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0619 ***********************************************************************
 MD0619  DESIGNATION -  113
 MD0619  PID         -  MD0619
 MD0619  STATE/COUNTY-  IN/ALLEN
 MD0619  USGS QUAD   -  FORT WAYNE EAST (1981)
 MD0619
 MD0619                         *CURRENT SURVEY CONTROL
 MD0619  ___________________________________________________________________
 MD0619* NAD 83(1986)-  41 04 13.     (N)    085 00 40.     (W)     SCALED    
 MD0619* NAVD 88     -       231.995  (meters)     761.14   (feet)  ADJUSTED  
 MD0619  ___________________________________________________________________
 MD0619  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MD0619  DYNAMIC HT  -         231.901 (meters)     760.83  (feet)  COMP
 MD0619  MODELED GRAV-     980,212.8   (mgal)                       NAVD 88
 MD0619
 MD0619  VERT ORDER  -  FIRST     CLASS I
 MD0619
 MD0619.The horizontal coordinates were scaled from a topographic map and have
 MD0619.an estimated accuracy of +/- 6 seconds.
 MD0619
 MD0619.The orthometric height was determined by differential leveling
 MD0619.and adjusted by the National Geodetic Survey in June 1991..
 MD0619
 MD0619.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0619.See file dsdata.txt to determine how the superseded data were derived.
 MD0619
 MD0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL670484(NAD 83)
 MD0619_MARKER: DB = BENCH MARK DISK
 MD0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0619_STAMPING: 113
 MD0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0619+STABILITY: SURFACE MOTION
 MD0619
 MD0619  HISTORY     - Date     Condition        Report By
 MD0619  HISTORY     - UNK      MONUMENTED       CGS
 MD0619  HISTORY     - 1968     GOOD             NGS
 MD0619  HISTORY     - 1968     GOOD             NGS
 MD0619  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0619
 MD0619                          STATION DESCRIPTION
 MD0619
 MD0619'DESCRIBED BY NATIONAL 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 NATIONAL 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 = OCTOBER  6, 2006
 ME1148 ***********************************************************************
 ME1148  DESIGNATION -  114.718
 ME1148  PID         -  ME1148
 ME1148  STATE/COUNTY-  IN/LAKE
 ME1148  USGS QUAD   -  LOWELL (1992)
 ME1148
 ME1148                         *CURRENT SURVEY CONTROL
 ME1148  ___________________________________________________________________
 ME1148* NAD 83(1986)-  41 16 42.     (N)    087 27 26.     (W)     SCALED    
 ME1148* NAVD 88     -       209.303  (meters)     686.69   (feet)  ADJUSTED  
 ME1148  ___________________________________________________________________
 ME1148  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME1148  DYNAMIC HT  -         209.217 (meters)     686.41  (feet)  COMP
 ME1148  MODELED GRAV-     980,205.2   (mgal)                       NAVD 88
 ME1148
 ME1148  VERT ORDER  -  FIRST     CLASS II
 ME1148
 ME1148.The horizontal coordinates were scaled from a topographic map and have
 ME1148.an estimated accuracy of +/- 6 seconds.
 ME1148
 ME1148.The orthometric height was determined by differential leveling
 ME1148.and adjusted by the National Geodetic Survey in June 1991..
 ME1148
 ME1148.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1148.See file dsdata.txt to determine how the superseded data were derived.
 ME1148
 ME1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL617697(NAD 83)
 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             NGS
 ME1148
 ME1148                          STATION DESCRIPTION
 ME1148
 ME1148'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME2393 ***********************************************************************
 ME2393  DESIGNATION -  116
 ME2393  PID         -  ME2393
 ME2393  STATE/COUNTY-  IN/LA PORTE
 ME2393  USGS QUAD   -  HANNA (1958)
 ME2393
 ME2393                         *CURRENT SURVEY CONTROL
 ME2393  ___________________________________________________________________
 ME2393* NAD 83(1997)-  41 29 18.16554(N)    086 50 05.67865(W)     ADJUSTED  
 ME2393* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 ME2393  ___________________________________________________________________
 ME2393  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 ME2393  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 ME2393
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2393
 ME2393.The geoid height was determined by GEOID03.
 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     -   0.99996877  x   0.99997196  =   0.99994073
 ME2393!UTM  16      -   0.99996877  x   0.99960234  =   0.99957113
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2393.See file dsdata.txt to determine how the superseded data were derived.
 ME2393
 ME2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1378192987(NAD 83)
 ME2393_MARKER: DD = SURVEY DISK
 ME2393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2393
 ME2393  HISTORY     - Date     Condition        Report By
 ME2393  HISTORY     - 1948     MONUMENTED       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
 ME2393'THE RIGHT-OF-WAY OF THE GRAND TRUNK RAILROAD.  IT IS 50 FEET
 ME2393'NORTHEAST OF THE INTERSECTION OF THE
 ME2393'RAILROAD TRACKS AND A GRAVEL ROAD, 30 FEET NORTH OF THE NORTH RAIL OF
 ME2393'THE TRACKS, 29 FEET EAST OF THE CENTER
 ME2393'OF THE ROAD, 18 FEET SOUTHEAST OF A FENCE CORNER
 ME2393'AND 1 FOOT SOUTH OF A WHITE WITNESS POST.  THE MARK IS A
 ME2393'6 X 6 INCH CONCRETE POST SET FLUSH
 ME2393'WITH THE SURFACE OF THE GROUND AND THE DISK IS A STANDARD USC AND GS
 ME2393'AND SS DISK STAMPED NO 116.
 ME2393'
 ME2393'REFERENCE MARK NO. 1 IS 79.86 FEET EAST OF THE STATION.  IT IS 46
 ME2393'FEET NORTH OF THE NORTH RAIL OF
 ME2393'THE TRACKS AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS 4
 ME2393'INCHES AND THE DISK IS STAMPED NO 116
 ME2393'NO 1 1948.
 ME2393'
 ME2393'REFERENCE MARK NO. 2 IS 83.29 FEET SOUTHEAST OF THE STATION.  IT IS
 ME2393'51 FEET EAST OF THE CENTER OF A
 ME2393'GRAVEL ROAD, 33 FEET SOUTH OF THE SOUTH RAIL OF THE TRACKS AND 1 FOOT
 ME2393'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
 ME2393'SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 23 FEET EAST OF THE
 ME2393'CENTER OF A GRAVEL ROAD, 9 FEET
 ME2393'NORTHEAST OF A FENCE CORNER AND 3 FEET NORTHWEST OF A WHITE
 ME2393'WITNESS POST.  THE MARK IS A 6 X 6 INCH
 ME2393'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
 ME2393'OF A HOUSE, 45 FEET SOUTH OF A POWER LINE POLE, 29 FEET SOUTHWEST OF
 ME2393'THE INTERSECTION OF A GRAVEL
 ME2393'CROSSROADS, 6 FEET WEST OF A FENCE CORNER, 3 FEET EAST OF A
 ME2393'WHITE WITNESS POST AND 1 FOOT NORTH OF A
 ME2393'FENCE LINE.  THE MARK IS A 8 X 8 INCH CONCRETE
 ME2393'POST SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 ME2393'IS A STANDARD USC AND GS BENCH MARK
 ME2393'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,
 ME2393'GO NORTH ON HIGHWAY 43 FOR 2.1 MILES TO A GRAVEL CROSSROAD, TURN
 ME2393'RIGHT AND GO EAST FOR 3.05 MILES TO
 ME2393'A GRAVEL CROSSROAD, TURN RIGHT AND GO SOUTH FOR 0.35 MILE
 ME2393'TO THE RAILROAD CROSSING AND THE STATION ON THE
 ME2393'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
 ME2393'LEFT AS DESCRIBED.
 ME2393'
 ME2393'HEIGHT OF LIGHT AVOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2414 ***********************************************************************
 LB2414  DESIGNATION -  116 IGS 1947
 LB2414  PID         -  LB2414
 LB2414  STATE/COUNTY-  IN/FULTON
 LB2414  USGS QUAD   -  FULTON (1960)
 LB2414
 LB2414                         *CURRENT SURVEY CONTROL
 LB2414  ___________________________________________________________________
 LB2414* NAD 83(1997)-  40 59 23.66963(N)    086 20 11.52471(W)     ADJUSTED  
 LB2414* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 LB2414  ___________________________________________________________________
 LB2414  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 LB2414  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 LB2414
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2414
 LB2414.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2414.See file dsdata.txt to determine how the superseded data were derived.
 LB2414
 LB2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5580737849(NAD 83)
 LB2414_MARKER: DD = SURVEY DISK
 LB2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2414_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LB2414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2414+STABILITY: SURFACE MOTION
 LB2414
 LB2414  HISTORY     - Date     Condition        Report By
 LB2414  HISTORY     - 1947     MONUMENTED       INGS
 LB2414
 LB2414                          STATION DESCRIPTION
 LB2414
 LB2414'DESCRIBED BY INDIANA GEODETIC SURVEY 1947 (RCB)
 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 = OCTOBER  6, 2006
 LB1865 ***********************************************************************
 LB1865  DESIGNATION -  116.113
 LB1865  PID         -  LB1865
 LB1865  STATE/COUNTY-  IN/WARREN
 LB1865  USGS QUAD   -  DANVILLE NE (1978)
 LB1865
 LB1865                         *CURRENT SURVEY CONTROL
 LB1865  ___________________________________________________________________
 LB1865* NAD 83(1986)-  40 13 54.     (N)    087 30 49.     (W)     SCALED    
 LB1865* NAVD 88     -       209.799  (meters)     688.32   (feet)  ADJUSTED  
 LB1865  ___________________________________________________________________
 LB1865  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 LB1865  DYNAMIC HT  -         209.694 (meters)     687.97  (feet)  COMP
 LB1865  MODELED GRAV-     980,118.1   (mgal)                       NAVD 88
 LB1865
 LB1865  VERT ORDER  -  FIRST     CLASS II
 LB1865
 LB1865.The horizontal coordinates were scaled from a topographic map and have
 LB1865.an estimated accuracy of +/- 6 seconds.
 LB1865
 LB1865.The orthometric height was determined by differential leveling
 LB1865.and adjusted by the National Geodetic Survey in June 1991..
 LB1865
 LB1865.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1865.See file dsdata.txt to determine how the superseded data were derived.
 LB1865
 LB1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK563535(NAD 83)
 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             NGS
 LB1865
 LB1865                          STATION DESCRIPTION
 LB1865
 LB1865'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1149 ***********************************************************************
 ME1149  DESIGNATION -  116.235
 ME1149  PID         -  ME1149
 ME1149  STATE/COUNTY-  IN/LAKE
 ME1149  USGS QUAD   -  LOWELL (1992)
 ME1149
 ME1149                         *CURRENT SURVEY CONTROL
 ME1149  ___________________________________________________________________
 ME1149* NAD 83(1986)-  41 16 44.     (N)    087 27 26.     (W)     SCALED    
 ME1149* NAVD 88     -       209.755  (meters)     688.17   (feet)  ADJUSTED  
 ME1149  ___________________________________________________________________
 ME1149  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME1149  DYNAMIC HT  -         209.669 (meters)     687.89  (feet)  COMP
 ME1149  MODELED GRAV-     980,205.2   (mgal)                       NAVD 88
 ME1149
 ME1149  VERT ORDER  -  FIRST     CLASS II
 ME1149
 ME1149.The horizontal coordinates were scaled from a topographic map and have
 ME1149.an estimated accuracy of +/- 6 seconds.
 ME1149
 ME1149.The orthometric height was determined by differential leveling
 ME1149.and adjusted by the National Geodetic Survey in June 1991..
 ME1149
 ME1149.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1149.See file dsdata.txt to determine how the superseded data were derived.
 ME1149
 ME1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL617698(NAD 83)
 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             NGS
 ME1149
 ME1149                          STATION DESCRIPTION
 ME1149
 ME1149'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0421 ***********************************************************************
 LA0421  DESIGNATION -  1186
 LA0421  PID         -  LA0421
 LA0421  STATE/COUNTY-  IN/WAYNE
 LA0421  USGS QUAD   -  LYNN (1994)
 LA0421
 LA0421                         *CURRENT SURVEY CONTROL
 LA0421  ___________________________________________________________________
 LA0421* NAD 83(1986)-  40 00 18.     (N)    084 59 47.     (W)     SCALED    
 LA0421* NAVD 88     -       361.034  (meters)    1184.49   (feet)  ADJUSTED  
 LA0421  ___________________________________________________________________
 LA0421  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 LA0421  DYNAMIC HT  -         360.833 (meters)    1183.83  (feet)  COMP
 LA0421  MODELED GRAV-     980,056.6   (mgal)                       NAVD 88
 LA0421
 LA0421  VERT ORDER  -  SECOND    CLASS 0
 LA0421
 LA0421.The horizontal coordinates were scaled from a topographic map and have
 LA0421.an estimated accuracy of +/- 6 seconds.
 LA0421
 LA0421.The orthometric height was determined by differential leveling
 LA0421.and adjusted by the National Geodetic Survey in June 1991..
 LA0421
 LA0421.The geoid height was determined by GEOID03.
 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     -   528,290.      157,230.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0421.See file dsdata.txt to determine how the superseded data were derived.
 LA0421
 LA0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK710302(NAD 83)
 LA0421_MARKER: P = PIPE CAP
 LA0421_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LA0421_SP_SET: 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             NGS
 LA0421
 LA0421                          STATION DESCRIPTION
 LA0421
 LA0421'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0416 ***********************************************************************
 LA0416  DESIGNATION -  1188
 LA0416  PID         -  LA0416
 LA0416  STATE/COUNTY-  IN/RANDOLPH
 LA0416  USGS QUAD   -  LYNN (1994)
 LA0416
 LA0416                         *CURRENT SURVEY CONTROL
 LA0416  ___________________________________________________________________
 LA0416* NAD 83(1986)-  40 05 32.     (N)    084 59 22.     (W)     SCALED    
 LA0416* NAVD 88     -       361.746  (meters)    1186.83   (feet)  ADJUSTED  
 LA0416  ___________________________________________________________________
 LA0416  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 LA0416  DYNAMIC HT  -         361.541 (meters)    1186.16  (feet)  COMP
 LA0416  MODELED GRAV-     980,049.2   (mgal)                       NAVD 88
 LA0416
 LA0416  VERT ORDER  -  SECOND    CLASS 0
 LA0416
 LA0416.The horizontal coordinates were scaled from a topographic map and have
 LA0416.an estimated accuracy of +/- 6 seconds.
 LA0416
 LA0416.The orthometric height was determined by differential leveling
 LA0416.and adjusted by the National Geodetic Survey in June 1991..
 LA0416.WARNING-Repeat measurements at this control monument indicate possible
 LA0416.vertical movement.
 LA0416
 LA0416.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0416.See file dsdata.txt to determine how the superseded data were derived.
 LA0416
 LA0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK713399(NAD 83)
 LA0416_MARKER: P = PIPE CAP
 LA0416_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LA0416_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LA0416_STAMPING: 1188
 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             NGS
 LA0416
 LA0416                          STATION DESCRIPTION
 LA0416
 LA0416'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1144 ***********************************************************************
 JZ1144  DESIGNATION -  119
 JZ1144  PID         -  JZ1144
 JZ1144  STATE/COUNTY-  IN/WAYNE
 JZ1144  USGS QUAD   -  RICHMOND (1981)
 JZ1144
 JZ1144                         *CURRENT SURVEY CONTROL
 JZ1144  ___________________________________________________________________
 JZ1144* NAD 83(1986)-  39 51 37.     (N)    084 57 30.     (W)     SCALED    
 JZ1144* NAVD 88     -       311.629  (meters)    1022.40   (feet)  ADJUSTED  
 JZ1144  ___________________________________________________________________
 JZ1144  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JZ1144  DYNAMIC HT  -         311.450 (meters)    1021.82  (feet)  COMP
 JZ1144  MODELED GRAV-     980,042.6   (mgal)                       NAVD 88
 JZ1144
 JZ1144  VERT ORDER  -  SECOND    CLASS 0
 JZ1144
 JZ1144.The horizontal coordinates were scaled from a topographic map and have
 JZ1144.an estimated accuracy of +/- 6 seconds.
 JZ1144
 JZ1144.The orthometric height was determined by differential leveling
 JZ1144.and adjusted by the National Geodetic Survey in June 1991..
 JZ1144
 JZ1144.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1144.See file dsdata.txt to determine how the superseded data were derived.
 JZ1144
 JZ1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK746142(NAD 83)
 JZ1144_MARKER: DD = SURVEY DISK
 JZ1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1144_STAMPING: 119 1023
 JZ1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1144+STABILITY: SURFACE MOTION
 JZ1144
 JZ1144  HISTORY     - Date     Condition        Report By
 JZ1144  HISTORY     - UNK      MONUMENTED       INGS
 JZ1144  HISTORY     - 1947     GOOD             NGS
 JZ1144
 JZ1144                          STATION DESCRIPTION
 JZ1144
 JZ1144'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1272 ***********************************************************************
 LB1272  DESIGNATION -  119.039
 LB1272  PID         -  LB1272
 LB1272  STATE/COUNTY-  IN/NEWTON
 LB1272  USGS QUAD   -  MOROCCO (1961)
 LB1272
 LB1272                         *CURRENT SURVEY CONTROL
 LB1272  ___________________________________________________________________
 LB1272* NAD 83(1986)-  40 56 15.     (N)    087 26 37.     (W)     SCALED    
 LB1272* NAVD 88     -       210.535  (meters)     690.73   (feet)  ADJUSTED  
 LB1272  ___________________________________________________________________
 LB1272  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LB1272  DYNAMIC HT  -         210.443 (meters)     690.43  (feet)  COMP
 LB1272  MODELED GRAV-     980,183.5   (mgal)                       NAVD 88
 LB1272
 LB1272  VERT ORDER  -  FIRST     CLASS II
 LB1272
 LB1272.The horizontal coordinates were scaled from a topographic map and have
 LB1272.an estimated accuracy of +/- 6 seconds.
 LB1272
 LB1272.The orthometric height was determined by differential leveling
 LB1272.and adjusted by the National Geodetic Survey in June 1991..
 LB1272
 LB1272.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1272.See file dsdata.txt to determine how the superseded data were derived.
 LB1272
 LB1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL626319(NAD 83)
 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             NGS
 LB1272
 LB1272                          STATION DESCRIPTION
 LB1272
 LB1272'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA1093 ***********************************************************************
 HA1093  DESIGNATION -  12 JEM
 HA1093  PID         -  HA1093
 HA1093  STATE/COUNTY-  IN/POSEY
 HA1093  USGS QUAD   -  CABORN (1978)
 HA1093
 HA1093                         *CURRENT SURVEY CONTROL
 HA1093  ___________________________________________________________________
 HA1093* NAD 83(1986)-  37 56 31.     (N)    087 45 17.     (W)     SCALED    
 HA1093* NAVD 88     -       123.861  (meters)     406.37   (feet)  ADJUSTED  
 HA1093  ___________________________________________________________________
 HA1093  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HA1093  DYNAMIC HT  -         123.775 (meters)     406.09  (feet)  COMP
 HA1093  MODELED GRAV-     979,938.1   (mgal)                       NAVD 88
 HA1093
 HA1093  VERT ORDER  -  FIRST     CLASS II
 HA1093
 HA1093.The horizontal coordinates were scaled from a topographic map and have
 HA1093.an estimated accuracy of +/- 6 seconds.
 HA1093
 HA1093.The orthometric height was determined by differential leveling
 HA1093.and adjusted by the National Geodetic Survey in June 1991..
 HA1093
 HA1093.The geoid height was determined by GEOID03.
 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     -   299,260.      840,990.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1093.See file dsdata.txt to determine how the superseded data were derived.
 HA1093
 HA1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG336996(NAD 83)
 HA1093_MARKER: DD = SURVEY DISK
 HA1093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA1093_SP_SET: CULVERT
 HA1093_STAMPING: 12 JEM 407 1950
 HA1093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA1093
 HA1093  HISTORY     - Date     Condition        Report By
 HA1093  HISTORY     - 1950     MONUMENTED       USGS
 HA1093  HISTORY     - 1965     GOOD             NGS
 HA1093
 HA1093                          STATION DESCRIPTION
 HA1093
 HA1093'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1051 ***********************************************************************
 JA1051  DESIGNATION -  120.2
 JA1051  PID         -  JA1051
 JA1051  STATE/COUNTY-  IN/WARRICK
 JA1051  USGS QUAD   -  ELBERFELD (1988)
 JA1051
 JA1051                         *CURRENT SURVEY CONTROL
 JA1051  ___________________________________________________________________
 JA1051* NAD 83(1986)-  38 11 43.     (N)    087 25 28.     (W)     SCALED    
 JA1051* NAVD 88     -       123.297  (meters)     404.52   (feet)  ADJUSTED  
 JA1051  ___________________________________________________________________
 JA1051  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JA1051  DYNAMIC HT  -         123.214 (meters)     404.24  (feet)  COMP
 JA1051  MODELED GRAV-     979,953.9   (mgal)                       NAVD 88
 JA1051
 JA1051  VERT ORDER  -  FIRST     CLASS II
 JA1051
 JA1051.The horizontal coordinates were scaled from a topographic map and have
 JA1051.an estimated accuracy of +/- 6 seconds.
 JA1051
 JA1051.The orthometric height was determined by differential leveling
 JA1051.and adjusted by the National Geodetic Survey in June 1991..
 JA1051
 JA1051.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1051.See file dsdata.txt to determine how the superseded data were derived.
 JA1051
 JA1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH628275(NAD 83)
 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       SOURR
 JA1051  HISTORY     - 1965     GOOD             NGS
 JA1051  HISTORY     - 1985     GOOD             NGS
 JA1051  HISTORY     - 1991     GOOD             USPSQD
 JA1051
 JA1051                          STATION DESCRIPTION
 JA1051
 JA1051'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1164 ***********************************************************************
 ME1164  DESIGNATION -  120.399
 ME1164  PID         -  ME1164
 ME1164  STATE/COUNTY-  IN/LAKE
 ME1164  USGS QUAD   -  ST JOHN (1992)
 ME1164
 ME1164                         *CURRENT SURVEY CONTROL
 ME1164  ___________________________________________________________________
 ME1164* NAD 83(1986)-  41 27 33.     (N)    087 27 58.     (W)     SCALED    
 ME1164* NAVD 88     -       211.067  (meters)     692.48   (feet)  ADJUSTED  
 ME1164  ___________________________________________________________________
 ME1164  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 ME1164  DYNAMIC HT  -         210.984 (meters)     692.20  (feet)  COMP
 ME1164  MODELED GRAV-     980,224.9   (mgal)                       NAVD 88
 ME1164
 ME1164  VERT ORDER  -  FIRST     CLASS II
 ME1164
 ME1164.The horizontal coordinates were scaled from a topographic map and have
 ME1164.an estimated accuracy of +/- 6 seconds.
 ME1164
 ME1164.The orthometric height was determined by differential leveling
 ME1164.and adjusted by the National Geodetic Survey in June 1991..
 ME1164
 ME1164.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1164.See file dsdata.txt to determine how the superseded data were derived.
 ME1164
 ME1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL610898(NAD 83)
 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             NGS
 ME1164
 ME1164                          STATION DESCRIPTION
 ME1164
 ME1164'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0121 ***********************************************************************
 ME0121  DESIGNATION -  123
 ME0121  PID         -  ME0121
 ME0121  STATE/COUNTY-  IN/ST JOSEPH
 ME0121  USGS QUAD   -  NORTH LIBERTY (1980)
 ME0121
 ME0121                         *CURRENT SURVEY CONTROL
 ME0121  ___________________________________________________________________
 ME0121* NAD 83(1986)-  41 31 55.     (N)    086 25 29.     (W)     SCALED    
 ME0121* NAVD 88     -       223.816  (meters)     734.30   (feet)  ADJUSTED  
 ME0121  ___________________________________________________________________
 ME0121  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0121  DYNAMIC HT  -         223.727 (meters)     734.01  (feet)  COMP
 ME0121  MODELED GRAV-     980,220.3   (mgal)                       NAVD 88
 ME0121
 ME0121  VERT ORDER  -  SECOND    CLASS 0
 ME0121
 ME0121.The horizontal coordinates were scaled from a topographic map and have
 ME0121.an estimated accuracy of +/- 6 seconds.
 ME0121
 ME0121.The orthometric height was determined by differential leveling
 ME0121.and adjusted by the National Geodetic Survey in June 1991..
 ME0121.WARNING-Repeat measurements at this control monument indicate possible
 ME0121.vertical movement.
 ME0121
 ME0121.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0121.See file dsdata.txt to determine how the superseded data were derived.
 ME0121
 ME0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL479979(NAD 83)
 ME0121_MARKER: DD = SURVEY DISK
 ME0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0121_STAMPING: 123
 ME0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0121+STABILITY: SURFACE MOTION
 ME0121
 ME0121  HISTORY     - Date     Condition        Report By
 ME0121  HISTORY     - UNK      MONUMENTED       INGS
 ME0121  HISTORY     - 1946     GOOD             NGS
 ME0121  HISTORY     - 1972     GOOD             NGS
 ME0121  HISTORY     - 1982     GOOD             INDNR
 ME0121  HISTORY     - 20010930 MARK NOT FOUND   USPSQD
 ME0121
 ME0121                          STATION DESCRIPTION
 ME0121
 ME0121'DESCRIBED BY NATIONAL 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 N&W 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'N&W SIGNAL LIGHTS.
 ME0121
 ME0121                          STATION RECOVERY (2001)
 ME0121
 ME0121'RECOVERY NOTE BY US POWER SQUADRON 2001 (EH)
 ME0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1579 ***********************************************************************
 HZ1579  DESIGNATION -  123
 HZ1579  PID         -  HZ1579
 HZ1579  STATE/COUNTY-  IN/HARRISON
 HZ1579  USGS QUAD   -  LANESVILLE (1993)
 HZ1579
 HZ1579                         *CURRENT SURVEY CONTROL
 HZ1579  ___________________________________________________________________
 HZ1579* NAD 83(1986)-  38 10 34.     (N)    085 54 23.     (W)     SCALED    
 HZ1579* NAVD 88     -       131.069  (meters)     430.02   (feet)  ADJUSTED  
 HZ1579  ___________________________________________________________________
 HZ1579  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 HZ1579  DYNAMIC HT  -         130.979 (meters)     429.72  (feet)  COMP
 HZ1579  MODELED GRAV-     979,938.2   (mgal)                       NAVD 88
 HZ1579
 HZ1579  VERT ORDER  -  FIRST     CLASS II
 HZ1579
 HZ1579.The horizontal coordinates were scaled from a topographic map and have
 HZ1579.an estimated accuracy of +/- 6 seconds.
 HZ1579
 HZ1579.The orthometric height was determined by differential leveling
 HZ1579.and adjusted by the National Geodetic Survey in June 1991..
 HZ1579
 HZ1579.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1579.See file dsdata.txt to determine how the superseded data were derived.
 HZ1579
 HZ1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH957259(NAD 83)
 HZ1579_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HZ1579_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ1579_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HZ1579_STAMPING: 123
 HZ1579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1579
 HZ1579  HISTORY     - Date     Condition        Report By
 HZ1579  HISTORY     - UNK      MONUMENTED       DOD
 HZ1579  HISTORY     - 1965     GOOD             NGS
 HZ1579
 HZ1579                          STATION DESCRIPTION
 HZ1579
 HZ1579'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0122 ***********************************************************************
 ME0122  DESIGNATION -  124
 ME0122  PID         -  ME0122
 ME0122  STATE/COUNTY-  IN/ST JOSEPH
 ME0122  USGS QUAD   -  NORTH LIBERTY (1980)
 ME0122
 ME0122                         *CURRENT SURVEY CONTROL
 ME0122  ___________________________________________________________________
 ME0122* NAD 83(1986)-  41 32 08.     (N)    086 25 20.     (W)     SCALED    
 ME0122* NAVD 88     -       223.175  (meters)     732.20   (feet)  ADJUSTED  
 ME0122  ___________________________________________________________________
 ME0122  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0122  DYNAMIC HT  -         223.086 (meters)     731.91  (feet)  COMP
 ME0122  MODELED GRAV-     980,220.3   (mgal)                       NAVD 88
 ME0122
 ME0122  VERT ORDER  -  SECOND    CLASS 0
 ME0122
 ME0122.The horizontal coordinates were scaled from a topographic map and have
 ME0122.an estimated accuracy of +/- 6 seconds.
 ME0122
 ME0122.The orthometric height was determined by differential leveling
 ME0122.and adjusted by the National Geodetic Survey in June 1991..
 ME0122
 ME0122.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0122.See file dsdata.txt to determine how the superseded data were derived.
 ME0122
 ME0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL481983(NAD 83)
 ME0122_MARKER: DD = SURVEY DISK
 ME0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0122_STAMPING: 124
 ME0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0122+STABILITY: SURFACE MOTION
 ME0122
 ME0122  HISTORY     - Date     Condition        Report By
 ME0122  HISTORY     - UNK      MONUMENTED       INGS
 ME0122  HISTORY     - 1946     GOOD             NGS
 ME0122  HISTORY     - 1970     GOOD             NGS
 ME0122  HISTORY     - 20010930 MARK NOT FOUND   USPSQD
 ME0122
 ME0122                          STATION DESCRIPTION
 ME0122
 ME0122'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1271 ***********************************************************************
 LB1271  DESIGNATION -  126.603
 LB1271  PID         -  LB1271
 LB1271  STATE/COUNTY-  IN/NEWTON
 LB1271  USGS QUAD   -  MOROCCO (1961)
 LB1271
 LB1271                         *CURRENT SURVEY CONTROL
 LB1271  ___________________________________________________________________
 LB1271* NAD 83(1986)-  40 55 51.     (N)    087 26 37.     (W)     SCALED    
 LB1271* NAVD 88     -       212.919  (meters)     698.55   (feet)  ADJUSTED  
 LB1271  ___________________________________________________________________
 LB1271  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LB1271  DYNAMIC HT  -         212.826 (meters)     698.25  (feet)  COMP
 LB1271  MODELED GRAV-     980,182.9   (mgal)                       NAVD 88
 LB1271
 LB1271  VERT ORDER  -  FIRST     CLASS II
 LB1271
 LB1271.The horizontal coordinates were scaled from a topographic map and have
 LB1271.an estimated accuracy of +/- 6 seconds.
 LB1271
 LB1271.The orthometric height was determined by differential leveling
 LB1271.and adjusted by the National Geodetic Survey in June 1991..
 LB1271
 LB1271.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1271.See file dsdata.txt to determine how the superseded data were derived.
 LB1271
 LB1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL626311(NAD 83)
 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             NGS
 LB1271
 LB1271                          STATION DESCRIPTION
 LB1271
 LB1271'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1150 ***********************************************************************
 ME1150  DESIGNATION -  128.188
 ME1150  PID         -  ME1150
 ME1150  STATE/COUNTY-  IN/LAKE
 ME1150  USGS QUAD   -  LOWELL (1992)
 ME1150
 ME1150                         *CURRENT SURVEY CONTROL
 ME1150  ___________________________________________________________________
 ME1150* NAD 83(1986)-  41 17 16.     (N)    087 27 31.     (W)     SCALED    
 ME1150* NAVD 88     -       213.397  (meters)     700.12   (feet)  ADJUSTED  
 ME1150  ___________________________________________________________________
 ME1150  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME1150  DYNAMIC HT  -         213.308 (meters)     699.83  (feet)  COMP
 ME1150  MODELED GRAV-     980,205.9   (mgal)                       NAVD 88
 ME1150
 ME1150  VERT ORDER  -  FIRST     CLASS II
 ME1150
 ME1150.The horizontal coordinates were scaled from a topographic map and have
 ME1150.an estimated accuracy of +/- 6 seconds.
 ME1150
 ME1150.The orthometric height was determined by differential leveling
 ME1150.and adjusted by the National Geodetic Survey in June 1991..
 ME1150
 ME1150.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1150.See file dsdata.txt to determine how the superseded data were derived.
 ME1150
 ME1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL615708(NAD 83)
 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             NGS
 ME1150
 ME1150                          STATION DESCRIPTION
 ME1150
 ME1150'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1580 ***********************************************************************
 LB1580  DESIGNATION -  128.550
 LB1580  PID         -  LB1580
 LB1580  STATE/COUNTY-  IN/WARREN
 LB1580  USGS QUAD   -  COVINGTON (1991)
 LB1580
 LB1580                         *CURRENT SURVEY CONTROL
 LB1580  ___________________________________________________________________
 LB1580* NAD 83(1986)-  40 14 50.     (N)    087 29 39.     (W)     SCALED    
 LB1580* NAVD 88     -       213.602  (meters)     700.79   (feet)  ADJUSTED  
 LB1580  ___________________________________________________________________
 LB1580  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 LB1580  DYNAMIC HT  -         213.494 (meters)     700.44  (feet)  COMP
 LB1580  MODELED GRAV-     980,116.3   (mgal)                       NAVD 88
 LB1580
 LB1580  VERT ORDER  -  FIRST     CLASS II
 LB1580
 LB1580.The horizontal coordinates were scaled from a topographic map and have
 LB1580.an estimated accuracy of +/- 6 seconds.
 LB1580
 LB1580.The orthometric height was determined by differential leveling
 LB1580.and adjusted by the National Geodetic Survey in June 1991..
 LB1580.WARNING-Repeat measurements at this control monument indicate possible
 LB1580.vertical movement.
 LB1580
 LB1580.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1580.See file dsdata.txt to determine how the superseded data were derived.
 LB1580
 LB1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK579553(NAD 83)
 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             NGS
 LB1580
 LB1580                          STATION DESCRIPTION
 LB1580
 LB1580'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1640 ***********************************************************************
 LB1640  DESIGNATION -  129
 LB1640  PID         -  LB1640
 LB1640  STATE/COUNTY-  IN/TIPPECANOE
 LB1640  USGS QUAD   -  WESTPOINT (1962)
 LB1640
 LB1640                         *CURRENT SURVEY CONTROL
 LB1640  ___________________________________________________________________
 LB1640* NAD 83(1986)-  40 21 25.     (N)    087 01 22.     (W)     SCALED    
 LB1640* NAVD 88     -       184.077  (meters)     603.93   (feet)  ADJUSTED  
 LB1640  ___________________________________________________________________
 LB1640  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 LB1640  DYNAMIC HT  -         183.987 (meters)     603.63  (feet)  COMP
 LB1640  MODELED GRAV-     980,134.1   (mgal)                       NAVD 88
 LB1640
 LB1640  VERT ORDER  -  SECOND    CLASS 0
 LB1640
 LB1640.The horizontal coordinates were scaled from a topographic map and have
 LB1640.an estimated accuracy of +/- 6 seconds.
 LB1640
 LB1640.The orthometric height was determined by differential leveling
 LB1640.and adjusted by the National Geodetic Survey in June 1991..
 LB1640
 LB1640.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1640.See file dsdata.txt to determine how the superseded data were derived.
 LB1640
 LB1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK980673(NAD 83)
 LB1640_MARKER: DD = SURVEY DISK
 LB1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1640_STAMPING: 129
 LB1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1640+STABILITY: SURFACE MOTION
 LB1640
 LB1640  HISTORY     - Date     Condition        Report By
 LB1640  HISTORY     - UNK      MONUMENTED       CGS
 LB1640  HISTORY     - 1946     GOOD             NGS
 LB1640
 LB1640                          STATION DESCRIPTION
 LB1640
 LB1640'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0332 ***********************************************************************
 JA0332  DESIGNATION -  130
 JA0332  PID         -  JA0332
 JA0332  STATE/COUNTY-  IN/CRAWFORD
 JA0332  USGS QUAD   -  LEAVENWORTH (1980)
 JA0332
 JA0332                         *CURRENT SURVEY CONTROL
 JA0332  ___________________________________________________________________
 JA0332* NAD 83(1986)-  38 11 35.     (N)    086 20 34.     (W)     SCALED    
 JA0332* NAVD 88     -       127.274  (meters)     417.56   (feet)  ADJUSTED  
 JA0332  ___________________________________________________________________
 JA0332  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JA0332  DYNAMIC HT  -         127.182 (meters)     417.26  (feet)  COMP
 JA0332  MODELED GRAV-     979,910.0   (mgal)                       NAVD 88
 JA0332
 JA0332  VERT ORDER  -  FIRST     CLASS II
 JA0332
 JA0332.The horizontal coordinates were scaled from a topographic map and have
 JA0332.an estimated accuracy of +/- 6 seconds.
 JA0332
 JA0332.The orthometric height was determined by differential leveling
 JA0332.and adjusted by the National Geodetic Survey in June 1991..
 JA0332
 JA0332.The geoid height was determined by GEOID03.
 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.      964,870.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0332.See file dsdata.txt to determine how the superseded data were derived.
 JA0332
 JA0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH575274(NAD 83)
 JA0332_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA0332_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0332_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA0332_STAMPING: 130
 JA0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0332
 JA0332  HISTORY     - Date     Condition        Report By
 JA0332  HISTORY     - UNK      MONUMENTED       DOD
 JA0332  HISTORY     - 1953     GOOD             NGS
 JA0332  HISTORY     - 1965     MARK NOT FOUND   NGS
 JA0332
 JA0332                          STATION DESCRIPTION
 JA0332
 JA0332'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1965
 JA0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0436 ***********************************************************************
 JA0436  DESIGNATION -  130 USE
 JA0436  PID         -  JA0436
 JA0436  STATE/COUNTY-  IN/CRAWFORD
 JA0436  USGS QUAD   -  LEAVENWORTH (1980)
 JA0436
 JA0436                         *CURRENT SURVEY CONTROL
 JA0436  ___________________________________________________________________
 JA0436* NAD 83(1986)-  38 11 35.     (N)    086 20 37.     (W)     SCALED    
 JA0436* NAVD 88     -       127.276  (meters)     417.57   (feet)  ADJUSTED  
 JA0436  ___________________________________________________________________
 JA0436  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JA0436  DYNAMIC HT  -         127.184 (meters)     417.27  (feet)  COMP
 JA0436  MODELED GRAV-     979,909.7   (mgal)                       NAVD 88
 JA0436
 JA0436  VERT ORDER  -  FIRST     CLASS II
 JA0436
 JA0436.The horizontal coordinates were scaled from a topographic map and have
 JA0436.an estimated accuracy of +/- 6 seconds.
 JA0436
 JA0436.The orthometric height was determined by differential leveling
 JA0436.and adjusted by the National Geodetic Survey in June 1991..
 JA0436
 JA0436.The geoid height was determined by GEOID03.
 JA0436
 JA0436.The dynamic height is computed by dividing the NAVD 88
 JA0436.geopotential number by the normal gravity value computed on the
 JA0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0436.degrees latitude (g = 980.6199 gals.).
 JA0436
 JA0436.The modeled gravity was interpolated from observed gravity values.
 JA0436
 JA0436;                    North         East    Units  Estimated Accuracy
 JA0436;SPC IN W     -   327,180.      964,800.      MT  (+/- 180 meters Scaled)
 JA0436
 JA0436                          SUPERSEDED SURVEY CONTROL
 JA0436
 JA0436  NGVD 29 (??/??/92)  127.383  (m)          417.92   (f) ADJ UNCH    1 2
 JA0436
 JA0436.Superseded values are not recommended for survey control.
 JA0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0436.See file dsdata.txt to determine how the superseded data were derived.
 JA0436
 JA0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH574274(NAD 83)
 JA0436_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA0436_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0436_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA0436_STAMPING: 130
 JA0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0436
 JA0436  HISTORY     - Date     Condition        Report By
 JA0436  HISTORY     - UNK      MONUMENTED       DOD
 JA0436  HISTORY     - 1965     GOOD             NGS
 JA0436
 JA0436                          STATION DESCRIPTION
 JA0436
 JA0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 JA0436'0.8 MI SE FROM LEAVENWORTH.
 JA0436'0.25 MILE EAST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT
 JA0436'LEAVENWORTH, THENCE 0.4 MILE SOUTHEAST ALONG OLD STATE HIGHWAY
 JA0436'62 TO MAIN STREET, THENCE 0.2 MILE SOUTH ALONG MAIN STREET TO
 JA0436'FRONT STREET, IN SECTION 6, T 4 S, R 2 E, 25 FEET NORTHEAST OF THE
 JA0436'CENTER LINE OF FRONT STREET, 25 1/2 FEET NORTHWEST OF THE CENTER
 JA0436'LINE OF MAIN STREET, 50 1/2 FEET NORTH OF A POWER POLE, 17 FEET
 JA0436'SOUTHEAST OF THE SOUTHEAST CORNER OF THE PORCH OF A CINDER BLOCK
 JA0436'HOUSE, A U.S. ENGINEERS CAP ON THE TOP OF AN IRON PIPE ABOUT
 JA0436'3 INCHES BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1639 ***********************************************************************
 LB1639  DESIGNATION -  131
 LB1639  PID         -  LB1639
 LB1639  STATE/COUNTY-  IN/TIPPECANOE
 LB1639  USGS QUAD   -  WESTPOINT (1962)
 LB1639
 LB1639                         *CURRENT SURVEY CONTROL
 LB1639  ___________________________________________________________________
 LB1639* NAD 83(1986)-  40 21 34.     (N)    087 00 16.     (W)     SCALED    
 LB1639* NAVD 88     -       184.879  (meters)     606.56   (feet)  ADJUSTED  
 LB1639  ___________________________________________________________________
 LB1639  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 LB1639  DYNAMIC HT  -         184.789 (meters)     606.26  (feet)  COMP
 LB1639  MODELED GRAV-     980,133.9   (mgal)                       NAVD 88
 LB1639
 LB1639  VERT ORDER  -  SECOND    CLASS 0
 LB1639
 LB1639.The horizontal coordinates were scaled from a topographic map and have
 LB1639.an estimated accuracy of +/- 6 seconds.
 LB1639
 LB1639.The orthometric height was determined by differential leveling
 LB1639.and adjusted by the National Geodetic Survey in June 1991..
 LB1639
 LB1639.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1639.See file dsdata.txt to determine how the superseded data were derived.
 LB1639
 LB1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK996676(NAD 83)
 LB1639_MARKER: DD = SURVEY DISK
 LB1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1639_STAMPING: 131
 LB1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1639+STABILITY: SURFACE MOTION
 LB1639
 LB1639  HISTORY     - Date     Condition        Report By
 LB1639  HISTORY     - UNK      MONUMENTED       CGS
 LB1639  HISTORY     - 1946     GOOD             NGS
 LB1639
 LB1639                          STATION DESCRIPTION
 LB1639
 LB1639'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1621 ***********************************************************************
 LB1621  DESIGNATION -  131
 LB1621  PID         -  LB1621
 LB1621  STATE/COUNTY-  IN/VERMILLION
 LB1621  USGS QUAD   -  PERRYSVILLE (1991)
 LB1621
 LB1621                         *CURRENT SURVEY CONTROL
 LB1621  ___________________________________________________________________
 LB1621* NAD 83(1986)-  40 04 58.     (N)    087 29 54.     (W)     SCALED    
 LB1621* NAVD 88     -       188.298  (meters)     617.77   (feet)  ADJUSTED  
 LB1621  ___________________________________________________________________
 LB1621  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 LB1621  DYNAMIC HT  -         188.202 (meters)     617.46  (feet)  COMP
 LB1621  MODELED GRAV-     980,113.3   (mgal)                       NAVD 88
 LB1621
 LB1621  VERT ORDER  -  SECOND    CLASS 0
 LB1621
 LB1621.The horizontal coordinates were scaled from a topographic map and have
 LB1621.an estimated accuracy of +/- 6 seconds.
 LB1621
 LB1621.The orthometric height was determined by differential leveling
 LB1621.and adjusted by the National Geodetic Survey in June 1991..
 LB1621
 LB1621.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1621.See file dsdata.txt to determine how the superseded data were derived.
 LB1621
 LB1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK575370(NAD 83)
 LB1621_MARKER: Z = SEE DESCRIPTION
 LB1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1621_SP_SET: 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             NGS
 LB1621  HISTORY     - 1986     MARK NOT FOUND   NGS
 LB1621
 LB1621                          STATION DESCRIPTION
 LB1621
 LB1621'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1620 ***********************************************************************
 LB1620  DESIGNATION -  131.8
 LB1620  PID         -  LB1620
 LB1620  STATE/COUNTY-  IN/VERMILLION
 LB1620  USGS QUAD   -  PERRYSVILLE (1991)
 LB1620
 LB1620                         *CURRENT SURVEY CONTROL
 LB1620  ___________________________________________________________________
 LB1620* NAD 83(1986)-  40 04 28.     (N)    087 29 12.     (W)     SCALED    
 LB1620* NAVD 88     -       187.484  (meters)     615.10   (feet)  ADJUSTED  
 LB1620  ___________________________________________________________________
 LB1620  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 LB1620  DYNAMIC HT  -         187.388 (meters)     614.79  (feet)  COMP
 LB1620  MODELED GRAV-     980,112.0   (mgal)                       NAVD 88
 LB1620
 LB1620  VERT ORDER  -  SECOND    CLASS 0
 LB1620
 LB1620.The horizontal coordinates were scaled from a topographic map and have
 LB1620.an estimated accuracy of +/- 6 seconds.
 LB1620
 LB1620.The orthometric height was determined by differential leveling
 LB1620.and adjusted by the National Geodetic Survey in June 1991..
 LB1620
 LB1620.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1620.See file dsdata.txt to determine how the superseded data were derived.
 LB1620
 LB1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK585361(NAD 83)
 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     - UNK      MONUMENTED       CGS
 LB1620  HISTORY     - 1934     GOOD             NGS
 LB1620  HISTORY     - 1986     MARK NOT FOUND   NGS
 LB1620
 LB1620                          STATION DESCRIPTION
 LB1620
 LB1620'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0779 ***********************************************************************
 LB0779  DESIGNATION -  132
 LB0779  PID         -  LB0779
 LB0779  STATE/COUNTY-  IN/TIPPECANOE
 LB0779  USGS QUAD   -  ROMNEY (1980)
 LB0779
 LB0779                         *CURRENT SURVEY CONTROL
 LB0779  ___________________________________________________________________
 LB0779* NAD 83(1986)-  40 21 33.     (N)    086 59 03.     (W)     SCALED    
 LB0779* NAVD 88     -       189.953  (meters)     623.20   (feet)  ADJUSTED  
 LB0779  ___________________________________________________________________
 LB0779  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 LB0779  DYNAMIC HT  -         189.861 (meters)     622.90  (feet)  COMP
 LB0779  MODELED GRAV-     980,133.3   (mgal)                       NAVD 88
 LB0779
 LB0779  VERT ORDER  -  SECOND    CLASS 0
 LB0779
 LB0779.The horizontal coordinates were scaled from a topographic map and have
 LB0779.an estimated accuracy of +/- 6 seconds.
 LB0779
 LB0779.The orthometric height was determined by differential leveling
 LB0779.and adjusted by the National Geodetic Survey in June 1991..
 LB0779
 LB0779.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0779.See file dsdata.txt to determine how the superseded data were derived.
 LB0779
 LB0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK013676(NAD 83)
 LB0779_MARKER: DD = SURVEY DISK
 LB0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0779_STAMPING: 132
 LB0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0779+STABILITY: SURFACE MOTION
 LB0779
 LB0779  HISTORY     - Date     Condition        Report By
 LB0779  HISTORY     - UNK      MONUMENTED       INGS
 LB0779  HISTORY     - 1946     GOOD             NGS
 LB0779  HISTORY     - 1966     GOOD             NGS
 LB0779
 LB0779                          STATION DESCRIPTION
 LB0779
 LB0779'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1966
 LB0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0125 ***********************************************************************
 ME0125  DESIGNATION -  132
 ME0125  PID         -  ME0125
 ME0125  STATE/COUNTY-  IN/ST JOSEPH
 ME0125  USGS QUAD   -  LAKEVILLE (1980)
 ME0125
 ME0125                         *CURRENT SURVEY CONTROL
 ME0125  ___________________________________________________________________
 ME0125* NAD 83(1986)-  41 36 57.     (N)    086 21 56.     (W)     SCALED    
 ME0125* NAVD 88     -       218.890  (meters)     718.14   (feet)  ADJUSTED  
 ME0125  ___________________________________________________________________
 ME0125  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0125  DYNAMIC HT  -         218.804 (meters)     717.86  (feet)  COMP
 ME0125  MODELED GRAV-     980,225.3   (mgal)                       NAVD 88
 ME0125
 ME0125  VERT ORDER  -  SECOND    CLASS 0
 ME0125
 ME0125.The horizontal coordinates were scaled from a topographic map and have
 ME0125.an estimated accuracy of +/- 6 seconds.
 ME0125
 ME0125.The orthometric height was determined by differential leveling
 ME0125.and adjusted by the National Geodetic Survey in June 1991..
 ME0125
 ME0125.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0125.See file dsdata.txt to determine how the superseded data were derived.
 ME0125
 ME0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM528073(NAD 83)
 ME0125_MARKER: DD = SURVEY DISK
 ME0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0125_STAMPING: 132
 ME0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0125+STABILITY: SURFACE MOTION
 ME0125
 ME0125  HISTORY     - Date     Condition        Report By
 ME0125  HISTORY     - UNK      MONUMENTED       INGS
 ME0125  HISTORY     - 1934     GOOD             NGS
 ME0125
 ME0125                          STATION DESCRIPTION
 ME0125
 ME0125'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1536 ***********************************************************************
 LA1536  DESIGNATION -  132 GG 25
 LA1536  PID         -  LA1536
 LA1536  STATE/COUNTY-  IN/HENRY
 LA1536  USGS QUAD   -  MIDDLETOWN (1994)
 LA1536
 LA1536                         *CURRENT SURVEY CONTROL
 LA1536  ___________________________________________________________________
 LA1536* NAD 83(1997)-  40 00 17.82350(N)    085 31 08.04487(W)     ADJUSTED  
 LA1536* NAVD 88     -       310.703  (meters)    1019.36   (feet)  ADJUSTED  
 LA1536  ___________________________________________________________________
 LA1536  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 LA1536  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 LA1536  DYNAMIC HT  -         310.532 (meters)    1018.80  (feet)  COMP
 LA1536  MODELED GRAV-     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
 LA1536.and adjusted by the National Geodetic Survey in June 1991..
 LA1536
 LA1536.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA1536
 LA1536.The geoid height was determined by GEOID03.
 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;                    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     -   0.99995657  x   0.99996863  =   0.99992520
 LA1536!UTM  16      -   0.99995657  x   0.99979675  =   0.99975333
 LA1536
 LA1536:                Primary Azimuth Mark                     Grid Az
 LA1536:SPC IN E     -  NO 131 FF 25 INGS 1939                   268 05 58.7
 LA1536:UTM  16      -  NO 131 FF 25 INGS 1939                   267 14 32.6
 LA1536
 LA1536|---------------------------------------------------------------------|
 LA1536| PID    Reference Object                     Distance      Geod. Az  |
 LA1536|                                                           dddmmss.s |
 LA1536| LA2130 NO 131 FF 25 INGS 1939              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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1536.See file dsdata.txt to determine how the superseded data were derived.
 LA1536
 LA1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2641929357(NAD 83)
 LA1536_MARKER: DD = SURVEY DISK
 LA1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1536_STAMPING: 132 GG 25
 LA1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1536+STABILITY: SURFACE MOTION
 LA1536
 LA1536  HISTORY     - Date     Condition        Report By
 LA1536  HISTORY     - 1934     MONUMENTED       CGS
 LA1536  HISTORY     - 1935     GOOD             INGS
 LA1536  HISTORY     - 1939     SEE DESCRIPTION  CGS
 LA1536  HISTORY     - 1939     GOOD             CGS
 LA1536  HISTORY     - 1947     GOOD             NGS
 LA1536
 LA1536                          STATION DESCRIPTION
 LA1536
 LA1536'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WKH)
 LA1536'TWO AND ONE TENTH MILES EAST OF THE ROAD INTERSECTION AT
 LA1536'MECHANICSBURG, ON
 LA1536'THE NORTH SIDE OF U.S. HIGHWAY 36 AND ON THE
 LA1536'EAST SIDE OF THE NORTH-SOUTH ROAD
 LA1536'THAT INTERSECTS THE HIGHWAY.
 LA1536'THE STATION IS JUST NORTH OF THE EXTENSION OF THE
 LA1536'NORTH SIDE OF A
 LA1536'BUILDING AT THE 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
 LA1536'POST WITH A STATE
 LA1536'SURVEYS STANDARD DISK IN ITS TOP CENTER
 LA1536'AND PROJECTING 4 INCHES ABOVE
 LA1536'GROUND, WAS RECOVERED.  IT IS ABOUT
 LA1536'2.0 MILES BY ROAD EAST OF MECHANICSBURG, ON
 LA1536'NORTH SIDE OF U.S.
 LA1536'HIGHWAY 36, IN THE NORTHEAST ANGLE OF THE INTERSECTION OF A
 LA1536'GRAVEL ROAD
 LA1536'CROSSING U.S. HIGHWAY 36, 32 PACES NORTH OF CENTER LINE OF
 LA1536'THE HIGHWAY, 6 PACES
 LA1536'EAST OF CENTER LINE OF GRAVEL ROAD, 2 FEET
 LA1536'EAST OF WOVEN-WIRE FENCE ON EAST SIDE
 LA1536'OF GRAVEL ROAD, AND INSIDE
 LA1536'THE CULTIVATED FIELD.
 LA1536'
 LA1536'TO REACH FROM MECHANICSBURG, GO EAST ON U.S. HIGHWAY 36 FOR
 LA1536'2.0 MILES TO A
 LA1536'GRAVEL CROSS ROAD AND STATION SITE IN NORTHEAST
 LA1536'ANGLE OF INTERSECTION.
 LA1536'
 LA1536'NOTE 1- THIS STATION IS 97 PACES BEARING 167 DEG MAGNETIC FROM
 LA1536'POINT SELECTED FOR
 LA1536'TRIANGULATION STATION FADELY.  (SEE DESCRIPTION
 LA1536'OF STATION FADELY.)
 LA1536'
 LA1536'NOTE 2- THE LOCATION OF THIS STATION CHECKS WITH THE DESCRIPTION
 LA1536'OF NO. 132 (GG 25)
 LA1536'BUT THE DISK IS NOT STAMPED.  THIS IS
 LA1536'PROBABLY STATION 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,
 LA1536'ABOUT 4-1/2 MILES
 LA1536'WEST OF SULPHUR SPRINGS AND ABOUT 2 MILES EAST
 LA1536'OF MECHANICSBURG, AT THE WEST EDGE
 LA1536'OF A CULTIVATED FIELD, 2 FEET
 LA1536'EAST OF A WIRE FENCE LINE, 19 FEET EAST OF THE CENTER
 LA1536'LINE OF A
 LA1536'GRAVEL ROAD, 55 FEET NORTH OF A FENCE CORNER AND 92 FEET NORTH OF
 LA1536'THE CENTER LINE OF
 LA1536'U.S. HIGHWAY 36.
 LA1536'
 LA1536'MARK IS SET IN A 6- BY 6-INCH CONCRETE BLOCK FLUSH WITH THE
 LA1536'GROUND, STAMPED
 LA1536'U.S. COAST AND GEODETIC SURVEY AND STATE SUURVEY STATION.
 LA1536'THERE IS NO NUMBER STAMPED ON THE
 LA1536'MARK BUT IT IS ASSUMED
 LA1536'TO BE B.M. NO. 132 ACCORDING TO DESCRIPTION OF B.M.
 LA1536'NO. 132.
 LA1536'
 LA1536'TO REACH FROM SULPHUR SPRINGS, GO WEST ON U.S. HIGHWAY 36
 LA1536'FOR 4.15 MILES TO
 LA1536'GRAVEL CROSS ROAD, TURN RIGHT ON GRAVEL ROAD,
 LA1536'AND CONTINUE FOR ABOUT 92 FEET TO
 LA1536'STATION ON THE RIGHT.
 LA1536'
 LA1536'DISTANCE TO TRIANGULATION STATION FADELY IS 87.093 METERS.
 LA1536'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
 LA1536'MECHANICSBURG.  DESCRIPTION BY A.P. RATTI, 1939, IS
 LA1536'ADEQUATE.
 LA1536
 LA1536                          STATION RECOVERY (1947)
 LA1536
 LA1536'RECOVERY NOTE BY NATIONAL 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 = OCTOBER  6, 2006
 LB1600 ***********************************************************************
 LB1600  DESIGNATION -  132.883
 LB1600  PID         -  LB1600
 LB1600  STATE/COUNTY-  IN/WARREN
 LB1600  USGS QUAD   -  TAB (1986)
 LB1600
 LB1600                         *CURRENT SURVEY CONTROL
 LB1600  ___________________________________________________________________
 LB1600* NAD 83(1986)-  40 22 59.     (N)    087 28 34.     (W)     SCALED    
 LB1600* NAVD 88     -       214.852  (meters)     704.89   (feet)  ADJUSTED  
 LB1600  ___________________________________________________________________
 LB1600  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 LB1600  DYNAMIC HT  -         214.745 (meters)     704.54  (feet)  COMP
 LB1600  MODELED GRAV-     980,122.1   (mgal)                       NAVD 88
 LB1600
 LB1600  VERT ORDER  -  FIRST     CLASS II
 LB1600
 LB1600.The horizontal coordinates were scaled from a topographic map and have
 LB1600.an estimated accuracy of +/- 6 seconds.
 LB1600
 LB1600.The orthometric height was determined by differential leveling
 LB1600.and adjusted by the National Geodetic Survey in June 1991..
 LB1600
 LB1600.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1600.See file dsdata.txt to determine how the superseded data were derived.
 LB1600
 LB1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK595703(NAD 83)
 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             NGS
 LB1600
 LB1600                          STATION DESCRIPTION
 LB1600
 LB1600'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0778 ***********************************************************************
 LB0778  DESIGNATION -  133
 LB0778  PID         -  LB0778
 LB0778  STATE/COUNTY-  IN/TIPPECANOE
 LB0778  USGS QUAD   -  ROMNEY (1980)
 LB0778
 LB0778                         *CURRENT SURVEY CONTROL
 LB0778  ___________________________________________________________________
 LB0778* NAD 83(1997)-  40 21 34.16634(N)    086 58 16.41353(W)     ADJUSTED  
 LB0778* NAVD 88     -       191.210  (meters)     627.33   (feet)  ADJUSTED  
 LB0778  ___________________________________________________________________
 LB0778  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 LB0778  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 LB0778  DYNAMIC HT  -         191.117 (meters)     627.02  (feet)  COMP
 LB0778  MODELED GRAV-     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
 LB0778.and adjusted by the National Geodetic Survey in June 1991..
 LB0778
 LB0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB0778
 LB0778.The geoid height was determined by GEOID03.
 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;                    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     -   0.99997526  x   0.99996778  =   0.99994304
 LB0778!UTM  16      -   0.99997526  x   0.99960007  =   0.99957534
 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
 LB0778.Superseded values are not recommended for survey control.
 LB0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0778.See file dsdata.txt to determine how the superseded data were derived.
 LB0778
 LB0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0244367659(NAD 83)
 LB0778_MARKER: DD = SURVEY DISK
 LB0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0778_STAMPING: 133
 LB0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0778+STABILITY: SURFACE MOTION
 LB0778
 LB0778  HISTORY     - Date     Condition        Report By
 LB0778  HISTORY     - 1948     MONUMENTED       INGS
 LB0778  HISTORY     - 1946     GOOD             NGS
 LB0778  HISTORY     - 1966     GOOD             CGS
 LB0778  HISTORY     - 1966     GOOD             NGS
 LB0778
 LB0778                          STATION DESCRIPTION
 LB0778
 LB0778'DESCRIBED BY INDIANA GEODETIC SURVEY 1948 (RCB)
 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 NATIONAL 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 NATIONAL GEODETIC SURVEY 1966
 LB0778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1535 ***********************************************************************
 LA1535  DESIGNATION -  133 HH 25 RESET 1961
 LA1535  PID         -  LA1535
 LA1535  STATE/COUNTY-  IN/HENRY
 LA1535  USGS QUAD   -  MIDDLETOWN (1994)
 LA1535
 LA1535                         *CURRENT SURVEY CONTROL
 LA1535  ___________________________________________________________________
 LA1535* NAD 83(1986)-  40 00 16.     (N)    085 30 23.     (W)     SCALED    
 LA1535* NAVD 88     -       314.14   (meters)    1030.6    (feet)  RESET     
 LA1535  ___________________________________________________________________
 LA1535  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 LA1535
 LA1535  VERT ORDER  -  THIRD
 LA1535
 LA1535.The horizontal coordinates were scaled from a topographic map and have
 LA1535.an estimated accuracy of +/- 6 seconds.
 LA1535
 LA1535.The orthometric height was computed from unverified reset data.
 LA1535
 LA1535.The geoid height was determined by GEOID03.
 LA1535
 LA1535;                    North         East    Units  Estimated Accuracy
 LA1535;SPC IN E     -   528,020.      113,690.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1535.See file dsdata.txt to determine how the superseded data were derived.
 LA1535
 LA1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK274293(NAD 83)
 LA1535_MARKER: DD = SURVEY DISK
 LA1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1535_STAMPING: 133 HH 25 (IGS) RESET 1961
 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       INHD
 LA1535
 LA1535                          STATION DESCRIPTION
 LA1535
 LA1535'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 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 = OCTOBER  6, 2006
 LB1598 ***********************************************************************
 LB1598  DESIGNATION -  133.475
 LB1598  PID         -  LB1598
 LB1598  STATE/COUNTY-  IN/WARREN
 LB1598  USGS QUAD   -  WEST LEBANON (1980)
 LB1598
 LB1598                         *CURRENT SURVEY CONTROL
 LB1598  ___________________________________________________________________
 LB1598* NAD 83(1986)-  40 22 19.     (N)    087 28 34.     (W)     SCALED    
 LB1598* NAVD 88     -       215.021  (meters)     705.45   (feet)  ADJUSTED  
 LB1598  ___________________________________________________________________
 LB1598  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LB1598  DYNAMIC HT  -         214.914 (meters)     705.10  (feet)  COMP
 LB1598  MODELED GRAV-     980,121.5   (mgal)                       NAVD 88
 LB1598
 LB1598  VERT ORDER  -  FIRST     CLASS II
 LB1598
 LB1598.The horizontal coordinates were scaled from a topographic map and have
 LB1598.an estimated accuracy of +/- 6 seconds.
 LB1598
 LB1598.The orthometric height was determined by differential leveling
 LB1598.and adjusted by the National Geodetic Survey in June 1991..
 LB1598
 LB1598.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1598.See file dsdata.txt to determine how the superseded data were derived.
 LB1598
 LB1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK595691(NAD 83)
 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             NGS
 LB1598
 LB1598                          STATION DESCRIPTION
 LB1598
 LB1598'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0903 ***********************************************************************
 MD0903  DESIGNATION -  134 M 936
 MD0903  PID         -  MD0903
 MD0903  STATE/COUNTY-  IN/WHITLEY
 MD0903  USGS QUAD   -  COLUMBIA CITY (1981)
 MD0903
 MD0903                         *CURRENT SURVEY CONTROL
 MD0903  ___________________________________________________________________
 MD0903* NAD 83(1986)-  41 14 58.     (N)    085 27 44.     (W)     SCALED    
 MD0903* NAVD 88     -       285.250  (meters)     935.86   (feet)  ADJUSTED  
 MD0903  ___________________________________________________________________
 MD0903  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 MD0903  DYNAMIC HT  -         285.139 (meters)     935.49  (feet)  COMP
 MD0903  MODELED GRAV-     980,226.5   (mgal)                       NAVD 88
 MD0903
 MD0903  VERT ORDER  -  SECOND    CLASS 0
 MD0903
 MD0903.The horizontal coordinates were scaled from a topographic map and have
 MD0903.an estimated accuracy of +/- 6 seconds.
 MD0903
 MD0903.The orthometric height was determined by differential leveling
 MD0903.and adjusted by the National Geodetic Survey in June 1991..
 MD0903
 MD0903.The geoid height was determined by GEOID03.
 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     -   666,280.      117,140.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0903.See file dsdata.txt to determine how the superseded data were derived.
 MD0903
 MD0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL288675(NAD 83)
 MD0903_MARKER: DB = BENCH MARK DISK
 MD0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0903_STAMPING: 134 M 936 1945
 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             NGS
 MD0903
 MD0903                          STATION DESCRIPTION
 MD0903
 MD0903'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0776 ***********************************************************************
 LB0776  DESIGNATION -  135
 LB0776  PID         -  LB0776
 LB0776  STATE/COUNTY-  IN/TIPPECANOE
 LB0776  USGS QUAD   -  ROMNEY (1980)
 LB0776
 LB0776                         *CURRENT SURVEY CONTROL
 LB0776  ___________________________________________________________________
 LB0776* NAD 83(1986)-  40 22 29.     (N)    086 56 44.     (W)     SCALED    
 LB0776* NAVD 88     -       190.081  (meters)     623.62   (feet)  ADJUSTED  
 LB0776  ___________________________________________________________________
 LB0776  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 LB0776  DYNAMIC HT  -         189.988 (meters)     623.32  (feet)  COMP
 LB0776  MODELED GRAV-     980,133.1   (mgal)                       NAVD 88
 LB0776
 LB0776  VERT ORDER  -  SECOND    CLASS 0
 LB0776
 LB0776.The horizontal coordinates were scaled from a topographic map and have
 LB0776.an estimated accuracy of +/- 6 seconds.
 LB0776
 LB0776.The orthometric height was determined by differential leveling
 LB0776.and adjusted by the National Geodetic Survey in June 1991..
 LB0776
 LB0776.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0776.See file dsdata.txt to determine how the superseded data were derived.
 LB0776
 LB0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK046693(NAD 83)
 LB0776_MARKER: DD = SURVEY DISK
 LB0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0776_STAMPING: 135
 LB0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0776+STABILITY: SURFACE MOTION
 LB0776
 LB0776  HISTORY     - Date     Condition        Report By
 LB0776  HISTORY     - UNK      MONUMENTED       INGS
 LB0776  HISTORY     - 1946     GOOD             NGS
 LB0776  HISTORY     - 1966     GOOD             NGS
 LB0776
 LB0776                          STATION DESCRIPTION
 LB0776
 LB0776'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1966
 LB0776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1255 ***********************************************************************
 LA1255  DESIGNATION -  135 JJ 25 RESET 1961
 LA1255  PID         -  LA1255
 LA1255  STATE/COUNTY-  IN/HENRY
 LA1255  USGS QUAD   -  SULPHUR SPRINGS (1994)
 LA1255
 LA1255                         *CURRENT SURVEY CONTROL
 LA1255  ___________________________________________________________________
 LA1255* NAD 83(1986)-  40 00 16.     (N)    085 29 07.     (W)     SCALED    
 LA1255* NAVD 88     -       316.30   (meters)    1037.7    (feet)  RESET     
 LA1255  ___________________________________________________________________
 LA1255  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 LA1255
 LA1255  VERT ORDER  -  THIRD
 LA1255
 LA1255.The horizontal coordinates were scaled from a topographic map and have
 LA1255.an estimated accuracy of +/- 6 seconds.
 LA1255
 LA1255.The orthometric height was computed from unverified reset data.
 LA1255
 LA1255.The geoid height was determined by GEOID03.
 LA1255
 LA1255;                    North         East    Units  Estimated Accuracy
 LA1255;SPC IN E     -   528,030.      115,490.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1255.See file dsdata.txt to determine how the superseded data were derived.
 LA1255
 LA1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK292293(NAD 83)
 LA1255_MARKER: DD = SURVEY DISK
 LA1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1255_STAMPING: 135 JJ 25 IGS RESET 1961
 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       INHD
 LA1255
 LA1255                          STATION DESCRIPTION
 LA1255
 LA1255'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT 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 = OCTOBER  6, 2006
 LB1590 ***********************************************************************
 LB1590  DESIGNATION -  135.801
 LB1590  PID         -  LB1590
 LB1590  STATE/COUNTY-  IN/WARREN
 LB1590  USGS QUAD   -  WEST LEBANON (1980)
 LB1590
 LB1590                         *CURRENT SURVEY CONTROL
 LB1590  ___________________________________________________________________
 LB1590* NAD 83(1986)-  40 18 32.     (N)    087 28 35.     (W)     SCALED    
 LB1590* NAVD 88     -       215.760  (meters)     707.87   (feet)  ADJUSTED  
 LB1590  ___________________________________________________________________
 LB1590  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LB1590  DYNAMIC HT  -         215.652 (meters)     707.52  (feet)  COMP
 LB1590  MODELED GRAV-     980,118.6   (mgal)                       NAVD 88
 LB1590
 LB1590  VERT ORDER  -  FIRST     CLASS II
 LB1590
 LB1590.The horizontal coordinates were scaled from a topographic map and have
 LB1590.an estimated accuracy of +/- 6 seconds.
 LB1590
 LB1590.The orthometric height was determined by differential leveling
 LB1590.and adjusted by the National Geodetic Survey in June 1991..
 LB1590
 LB1590.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1590.See file dsdata.txt to determine how the superseded data were derived.
 LB1590
 LB1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK595621(NAD 83)
 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             NGS
 LB1590
 LB1590                          STATION DESCRIPTION
 LB1590
 LB1590'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1152 ***********************************************************************
 ME1152  DESIGNATION -  136.695
 ME1152  PID         -  ME1152
 ME1152  STATE/COUNTY-  IN/LAKE
 ME1152  USGS QUAD   -  LOWELL (1992)
 ME1152
 ME1152                         *CURRENT SURVEY CONTROL
 ME1152  ___________________________________________________________________
 ME1152* NAD 83(1986)-  41 18 09.     (N)    087 27 18.     (W)     SCALED    
 ME1152* NAVD 88     -       216.012  (meters)     708.70   (feet)  ADJUSTED  
 ME1152  ___________________________________________________________________
 ME1152  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME1152  DYNAMIC HT  -         215.923 (meters)     708.41  (feet)  COMP
 ME1152  MODELED GRAV-     980,206.8   (mgal)                       NAVD 88
 ME1152
 ME1152  VERT ORDER  -  FIRST     CLASS II
 ME1152
 ME1152.The horizontal coordinates were scaled from a topographic map and have
 ME1152.an estimated accuracy of +/- 6 seconds.
 ME1152
 ME1152.The orthometric height was determined by differential leveling
 ME1152.and adjusted by the National Geodetic Survey in June 1991..
 ME1152
 ME1152.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1152.See file dsdata.txt to determine how the superseded data were derived.
 ME1152
 ME1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL619724(NAD 83)
 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             NGS
 ME1152
 ME1152                          STATION DESCRIPTION
 ME1152
 ME1152'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1591 ***********************************************************************
 LB1591  DESIGNATION -  137.992
 LB1591  PID         -  LB1591
 LB1591  STATE/COUNTY-  IN/WARREN
 LB1591  USGS QUAD   -  WEST LEBANON (1980)
 LB1591
 LB1591                         *CURRENT SURVEY CONTROL
 LB1591  ___________________________________________________________________
 LB1591* NAD 83(1986)-  40 19 07.     (N)    087 28 34.     (W)     SCALED    
 LB1591* NAVD 88     -       216.442  (meters)     710.11   (feet)  ADJUSTED  
 LB1591  ___________________________________________________________________
 LB1591  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LB1591  DYNAMIC HT  -         216.333 (meters)     709.75  (feet)  COMP
 LB1591  MODELED GRAV-     980,119.0   (mgal)                       NAVD 88
 LB1591
 LB1591  VERT ORDER  -  FIRST     CLASS II
 LB1591
 LB1591.The horizontal coordinates were scaled from a topographic map and have
 LB1591.an estimated accuracy of +/- 6 seconds.
 LB1591
 LB1591.The orthometric height was determined by differential leveling
 LB1591.and adjusted by the National Geodetic Survey in June 1991..
 LB1591
 LB1591.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1591.See file dsdata.txt to determine how the superseded data were derived.
 LB1591
 LB1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK595632(NAD 83)
 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             NGS
 LB1591
 LB1591                          STATION DESCRIPTION
 LB1591
 LB1591'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0386 ***********************************************************************
 ME0386  DESIGNATION -  139
 ME0386  PID         -  ME0386
 ME0386  STATE/COUNTY-  IN/FULTON
 ME0386  USGS QUAD   -  ROCHESTER (1992)
 ME0386
 ME0386                         *CURRENT SURVEY CONTROL
 ME0386  ___________________________________________________________________
 ME0386* NAD 83(1986)-  41 04 22.     (N)    086 12 57.     (W)     SCALED    
 ME0386* NAVD 88     -       235.286  (meters)     771.93   (feet)  ADJUSTED  
 ME0386  ___________________________________________________________________
 ME0386  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ME0386  DYNAMIC HT  -         235.184 (meters)     771.60  (feet)  COMP
 ME0386  MODELED GRAV-     980,184.6   (mgal)                       NAVD 88
 ME0386
 ME0386  VERT ORDER  -  SECOND    CLASS 0
 ME0386
 ME0386.The horizontal coordinates were scaled from a topographic map and have
 ME0386.an estimated accuracy of +/- 6 seconds.
 ME0386
 ME0386.The orthometric height was determined by differential leveling
 ME0386.and adjusted by the National Geodetic Survey in June 1991..
 ME0386
 ME0386.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0386.See file dsdata.txt to determine how the superseded data were derived.
 ME0386
 ME0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL658471(NAD 83)
 ME0386_MARKER: DB = BENCH MARK DISK
 ME0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0386_STAMPING: 139
 ME0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0386+STABILITY: SURFACE MOTION
 ME0386
 ME0386  HISTORY     - Date     Condition        Report By
 ME0386  HISTORY     - UNK      MONUMENTED       INGS
 ME0386  HISTORY     - 1946     GOOD             NGS
 ME0386  HISTORY     - 1960     MARK NOT FOUND   USGS
 ME0386
 ME0386                          STATION DESCRIPTION
 ME0386
 ME0386'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1592 ***********************************************************************
 LB1592  DESIGNATION -  139.485
 LB1592  PID         -  LB1592
 LB1592  STATE/COUNTY-  IN/WARREN
 LB1592  USGS QUAD   -  WEST LEBANON (1980)
 LB1592
 LB1592                         *CURRENT SURVEY CONTROL
 LB1592  ___________________________________________________________________
 LB1592* NAD 83(1986)-  40 19 29.     (N)    087 28 33.     (W)     SCALED    
 LB1592* NAVD 88     -       216.885  (meters)     711.56   (feet)  ADJUSTED  
 LB1592  ___________________________________________________________________
 LB1592  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LB1592  DYNAMIC HT  -         216.776 (meters)     711.21  (feet)  COMP
 LB1592  MODELED GRAV-     980,119.3   (mgal)                       NAVD 88
 LB1592
 LB1592  VERT ORDER  -  FIRST     CLASS II
 LB1592
 LB1592.The horizontal coordinates were scaled from a topographic map and have
 LB1592.an estimated accuracy of +/- 6 seconds.
 LB1592
 LB1592.The orthometric height was determined by differential leveling
 LB1592.and adjusted by the National Geodetic Survey in June 1991..
 LB1592
 LB1592.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1592.See file dsdata.txt to determine how the superseded data were derived.
 LB1592
 LB1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK595639(NAD 83)
 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             NGS
 LB1592
 LB1592                          STATION DESCRIPTION
 LB1592
 LB1592'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA1097 ***********************************************************************
 HA1097  DESIGNATION -  14 JEM
 HA1097  PID         -  HA1097
 HA1097  STATE/COUNTY-  IN/VANDERBURGH
 HA1097  USGS QUAD   -  WEST FRANKLIN (1981)
 HA1097
 HA1097                         *CURRENT SURVEY CONTROL
 HA1097  ___________________________________________________________________
 HA1097* NAD 83(1986)-  37 56 34.     (N)    087 40 48.     (W)     SCALED    
 HA1097* NAVD 88     -       143.009  (meters)     469.19   (feet)  ADJUSTED  
 HA1097  ___________________________________________________________________
 HA1097  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HA1097  DYNAMIC HT  -         142.909 (meters)     468.86  (feet)  COMP
 HA1097  MODELED GRAV-     979,933.0   (mgal)                       NAVD 88
 HA1097
 HA1097  VERT ORDER  -  FIRST     CLASS II
 HA1097
 HA1097.The horizontal coordinates were scaled from a topographic map and have
 HA1097.an estimated accuracy of +/- 6 seconds.
 HA1097
 HA1097.The orthometric height was determined by differential leveling
 HA1097.and adjusted by the National Geodetic Survey in June 1991..
 HA1097
 HA1097.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1097.See file dsdata.txt to determine how the superseded data were derived.
 HA1097
 HA1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG402996(NAD 83)
 HA1097_MARKER: DD = SURVEY DISK
 HA1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA1097_STAMPING: 14 JEM 469 1950
 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             NGS
 HA1097  HISTORY     - 19981107 GOOD             USPSQD
 HA1097
 HA1097                          STATION DESCRIPTION
 HA1097
 HA1097'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1064 ***********************************************************************
 KA1064  DESIGNATION -  14 M
 KA1064  PID         -  KA1064
 KA1064  STATE/COUNTY-  IN/MONTGOMERY
 KA1064  USGS QUAD   -  ALAMO (1980)
 KA1064
 KA1064                         *CURRENT SURVEY CONTROL
 KA1064  ___________________________________________________________________
 KA1064* NAD 83(1986)-  39 59 46.     (N)    087 03 26.     (W)     SCALED    
 KA1064* NAVD 88     -       236.400  (meters)     775.59   (feet)  ADJUSTED  
 KA1064  ___________________________________________________________________
 KA1064  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KA1064  DYNAMIC HT  -         236.272 (meters)     775.17  (feet)  COMP
 KA1064  MODELED GRAV-     980,078.8   (mgal)                       NAVD 88
 KA1064
 KA1064  VERT ORDER  -  SECOND    CLASS 0
 KA1064
 KA1064.The horizontal coordinates were scaled from a topographic map and have
 KA1064.an estimated accuracy of +/- 6 seconds.
 KA1064
 KA1064.The orthometric height was determined by differential leveling
 KA1064.and adjusted by the National Geodetic Survey in June 1991..
 KA1064
 KA1064.The geoid height was determined by GEOID03.
 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     -   527,090.      902,230.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1064.See file dsdata.txt to determine how the superseded data were derived.
 KA1064
 KA1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK951273(NAD 83)
 KA1064_MARKER: DD = SURVEY DISK
 KA1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1064_STAMPING: 776 14M 1946
 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             NGS
 KA1064
 KA1064                          STATION DESCRIPTION
 KA1064
 KA1064'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1601 ***********************************************************************
 LB1601  DESIGNATION -  140.008
 LB1601  PID         -  LB1601
 LB1601  STATE/COUNTY-  IN/WARREN
 LB1601  USGS QUAD   -  TAB (1986)
 LB1601
 LB1601                         *CURRENT SURVEY CONTROL
 LB1601  ___________________________________________________________________
 LB1601* NAD 83(1986)-  40 24 23.     (N)    087 28 33.     (W)     SCALED    
 LB1601* NAVD 88     -       217.026  (meters)     712.03   (feet)  ADJUSTED  
 LB1601  ___________________________________________________________________
 LB1601  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 LB1601  DYNAMIC HT  -         216.918 (meters)     711.67  (feet)  COMP
 LB1601  MODELED GRAV-     980,123.6   (mgal)                       NAVD 88
 LB1601
 LB1601  VERT ORDER  -  FIRST     CLASS II
 LB1601
 LB1601.The horizontal coordinates were scaled from a topographic map and have
 LB1601.an estimated accuracy of +/- 6 seconds.
 LB1601
 LB1601.The orthometric height was determined by differential leveling
 LB1601.and adjusted by the National Geodetic Survey in June 1991..
 LB1601
 LB1601.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1601.See file dsdata.txt to determine how the superseded data were derived.
 LB1601
 LB1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK596729(NAD 83)
 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             NGS
 LB1601
 LB1601                          STATION DESCRIPTION
 LB1601
 LB1601'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA0535 ***********************************************************************
 HA0535  DESIGNATION -  141
 HA0535  PID         -  HA0535
 HA0535  STATE/COUNTY-  IN/PERRY
 HA0535  USGS QUAD   -  TELL CITY (1980)
 HA0535
 HA0535                         *CURRENT SURVEY CONTROL
 HA0535  ___________________________________________________________________
 HA0535* NAD 83(1986)-  37 57 05.     (N)    086 46 12.     (W)     SCALED    
 HA0535* NAVD 88     -       124.808  (meters)     409.47   (feet)  ADJUSTED  
 HA0535  ___________________________________________________________________
 HA0535  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 HA0535  DYNAMIC HT  -         124.720 (meters)     409.19  (feet)  COMP
 HA0535  MODELED GRAV-     979,923.3   (mgal)                       NAVD 88
 HA0535
 HA0535  VERT ORDER  -  FIRST     CLASS II
 HA0535
 HA0535.The horizontal coordinates were scaled from a topographic map and have
 HA0535.an estimated accuracy of +/- 6 seconds.
 HA0535
 HA0535.The orthometric height was determined by differential leveling
 HA0535.and adjusted by the National Geodetic Survey in June 1991..
 HA0535
 HA0535.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0535.See file dsdata.txt to determine how the superseded data were derived.
 HA0535
 HA0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH202004(NAD 83)
 HA0535_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HA0535_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0535_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA0535_STAMPING: 141
 HA0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0535
 HA0535  HISTORY     - Date     Condition        Report By
 HA0535  HISTORY     - UNK      MONUMENTED       DOD
 HA0535  HISTORY     - 1965     GOOD             NGS
 HA0535
 HA0535                          STATION DESCRIPTION
 HA0535
 HA0535'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1556 ***********************************************************************
 KA1556  DESIGNATION -  141.1
 KA1556  PID         -  KA1556
 KA1556  STATE/COUNTY-  IN/VERMILLION
 KA1556  USGS QUAD   -  NEWPORT (1980)
 KA1556
 KA1556                         *CURRENT SURVEY CONTROL
 KA1556  ___________________________________________________________________
 KA1556* NAD 83(1986)-  39 56 58.     (N)    087 27 46.     (W)     SCALED    
 KA1556* NAVD 88     -       155.18   (+/-2cm)     509.1    (feet)  VERTCON   
 KA1556  ___________________________________________________________________
 KA1556  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KA1556
 KA1556  VERT ORDER  -  ? (See Below)
 KA1556
 KA1556.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1556
 KA1556.The geoid height was determined by GEOID03.
 KA1556
 KA1556;                    North         East    Units  Estimated Accuracy
 KA1556;SPC IN W     -   521,970.      867,580.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1556.See file dsdata.txt to determine how the superseded data were derived.
 KA1556
 KA1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK604222(NAD 83)
 KA1556_MARKER: DB = BENCH MARK DISK
 KA1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1556_SP_SET: 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             NGS
 KA1556  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA1556
 KA1556                          STATION DESCRIPTION
 KA1556
 KA1556'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1594 ***********************************************************************
 LB1594  DESIGNATION -  141.508
 LB1594  PID         -  LB1594
 LB1594  STATE/COUNTY-  IN/WARREN
 LB1594  USGS QUAD   -  WEST LEBANON (1980)
 LB1594
 LB1594                         *CURRENT SURVEY CONTROL
 LB1594  ___________________________________________________________________
 LB1594* NAD 83(1986)-  40 19 53.     (N)    087 28 34.     (W)     SCALED    
 LB1594* NAVD 88     -       217.496  (meters)     713.57   (feet)  ADJUSTED  
 LB1594  ___________________________________________________________________
 LB1594  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LB1594  DYNAMIC HT  -         217.387 (meters)     713.21  (feet)  COMP
 LB1594  MODELED GRAV-     980,119.6   (mgal)                       NAVD 88
 LB1594
 LB1594  VERT ORDER  -  FIRST     CLASS II
 LB1594
 LB1594.The horizontal coordinates were scaled from a topographic map and have
 LB1594.an estimated accuracy of +/- 6 seconds.
 LB1594
 LB1594.The orthometric height was determined by differential leveling
 LB1594.and adjusted by the National Geodetic Survey in June 1991..
 LB1594
 LB1594.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1594.See file dsdata.txt to determine how the superseded data were derived.
 LB1594
 LB1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK595646(NAD 83)
 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             NGS
 LB1594
 LB1594                          STATION DESCRIPTION
 LB1594
 LB1594'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1595 ***********************************************************************
 LB1595  DESIGNATION -  142.402
 LB1595  PID         -  LB1595
 LB1595  STATE/COUNTY-  IN/WARREN
 LB1595  USGS QUAD   -  WEST LEBANON (1980)
 LB1595
 LB1595                         *CURRENT SURVEY CONTROL
 LB1595  ___________________________________________________________________
 LB1595* NAD 83(1986)-  40 20 20.     (N)    087 28 33.     (W)     SCALED    
 LB1595* NAVD 88     -       217.753  (meters)     714.41   (feet)  ADJUSTED  
 LB1595  ___________________________________________________________________
 LB1595  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LB1595  DYNAMIC HT  -         217.644 (meters)     714.05  (feet)  COMP
 LB1595  MODELED GRAV-     980,119.9   (mgal)                       NAVD 88
 LB1595
 LB1595  VERT ORDER  -  FIRST     CLASS II
 LB1595
 LB1595.The horizontal coordinates were scaled from a topographic map and have
 LB1595.an estimated accuracy of +/- 6 seconds.
 LB1595
 LB1595.The orthometric height was determined by differential leveling
 LB1595.and adjusted by the National Geodetic Survey in June 1991..
 LB1595
 LB1595.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1595.See file dsdata.txt to determine how the superseded data were derived.
 LB1595
 LB1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK595654(NAD 83)
 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             NGS
 LB1595
 LB1595                          STATION DESCRIPTION
 LB1595
 LB1595'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0612 ***********************************************************************
 JA0612  DESIGNATION -  144 WSM USGS
 JA0612  PID         -  JA0612
 JA0612  STATE/COUNTY-  IN/SPENCER
 JA0612  USGS QUAD   -  DALE (1980)
 JA0612
 JA0612                         *CURRENT SURVEY CONTROL
 JA0612  ___________________________________________________________________
 JA0612* NAD 83(1986)-  38 10 00.     (N)    086 59 22.     (W)     SCALED    
 JA0612* NAVD 88     -       143.030  (meters)     469.26   (feet)  ADJUSTED  
 JA0612  ___________________________________________________________________
 JA0612  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 JA0612  DYNAMIC HT  -         142.934 (meters)     468.94  (feet)  COMP
 JA0612  MODELED GRAV-     979,956.6   (mgal)                       NAVD 88
 JA0612
 JA0612  VERT ORDER  -  FIRST     CLASS II
 JA0612
 JA0612.The horizontal coordinates were scaled from a topographic map and have
 JA0612.an estimated accuracy of +/- 6 seconds.
 JA0612
 JA0612.The orthometric height was determined by differential leveling
 JA0612.and adjusted by the National Geodetic Survey in June 1991..
 JA0612
 JA0612.The geoid height was determined by GEOID03.
 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     -   324,000.      908,230.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0612.See file dsdata.txt to determine how the superseded data were derived.
 JA0612
 JA0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH009243(NAD 83)
 JA0612_MARKER: DD = SURVEY DISK
 JA0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0612_STAMPING: 144 WSM 1958 470
 JA0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0612+STABILITY: SURFACE MOTION
 JA0612
 JA0612  HISTORY     - Date     Condition        Report By
 JA0612  HISTORY     - 1958     MONUMENTED       USGS
 JA0612  HISTORY     - 1965     GOOD             NGS
 JA0612
 JA0612                          STATION DESCRIPTION
 JA0612
 JA0612'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1596 ***********************************************************************
 LB1596  DESIGNATION -  144.798
 LB1596  PID         -  LB1596
 LB1596  STATE/COUNTY-  IN/WARREN
 LB1596  USGS QUAD   -  WEST LEBANON (1980)
 LB1596
 LB1596                         *CURRENT SURVEY CONTROL
 LB1596  ___________________________________________________________________
 LB1596* NAD 83(1986)-  40 21 04.     (N)    087 28 33.     (W)     SCALED    
 LB1596* NAVD 88     -       218.491  (meters)     716.83   (feet)  ADJUSTED  
 LB1596  ___________________________________________________________________
 LB1596  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 LB1596  DYNAMIC HT  -         218.381 (meters)     716.47  (feet)  COMP
 LB1596  MODELED GRAV-     980,120.5   (mgal)                       NAVD 88
 LB1596
 LB1596  VERT ORDER  -  FIRST     CLASS II
 LB1596
 LB1596.The horizontal coordinates were scaled from a topographic map and have
 LB1596.an estimated accuracy of +/- 6 seconds.
 LB1596
 LB1596.The orthometric height was determined by differential leveling
 LB1596.and adjusted by the National Geodetic Survey in June 1991..
 LB1596
 LB1596.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1596.See file dsdata.txt to determine how the superseded data were derived.
 LB1596
 LB1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK595668(NAD 83)
 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             NGS
 LB1596
 LB1596                          STATION DESCRIPTION
 LB1596
 LB1596'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1249 ***********************************************************************
 LB1249  DESIGNATION -  144.807
 LB1249  PID         -  LB1249
 LB1249  STATE/COUNTY-  IN/NEWTON
 LB1249  USGS QUAD   -  EARL PARK (1979)
 LB1249
 LB1249                         *CURRENT SURVEY CONTROL
 LB1249  ___________________________________________________________________
 LB1249* NAD 83(1986)-  40 44 26.     (N)    087 26 57.     (W)     SCALED    
 LB1249* NAVD 88     -       218.456  (meters)     716.72   (feet)  ADJUSTED  
 LB1249  ___________________________________________________________________
 LB1249  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 LB1249  DYNAMIC HT  -         218.356 (meters)     716.39  (feet)  COMP
 LB1249  MODELED GRAV-     980,160.2   (mgal)                       NAVD 88
 LB1249
 LB1249  VERT ORDER  -  FIRST     CLASS II
 LB1249
 LB1249.The horizontal coordinates were scaled from a topographic map and have
 LB1249.an estimated accuracy of +/- 6 seconds.
 LB1249
 LB1249.The orthometric height was determined by differential leveling
 LB1249.and adjusted by the National Geodetic Survey in June 1991..
 LB1249
 LB1249.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1249.See file dsdata.txt to determine how the superseded data were derived.
 LB1249
 LB1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL620100(NAD 83)
 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             NGS
 LB1249
 LB1249                          STATION DESCRIPTION
 LB1249
 LB1249'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1550 ***********************************************************************
 KA1550  DESIGNATION -  145
 KA1550  PID         -  KA1550
 KA1550  STATE/COUNTY-  IN/VERMILLION
 KA1550  USGS QUAD   -  NEWPORT (1980)
 KA1550
 KA1550                         *CURRENT SURVEY CONTROL
 KA1550  ___________________________________________________________________
 KA1550* NAD 83(1986)-  39 54 20.     (N)    087 25 03.     (W)     SCALED    
 KA1550* NAVD 88     -       160.813  (meters)     527.60   (feet)  ADJUSTED  
 KA1550  ___________________________________________________________________
 KA1550  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KA1550  DYNAMIC HT  -         160.727 (meters)     527.32  (feet)  COMP
 KA1550  MODELED GRAV-     980,088.0   (mgal)                       NAVD 88
 KA1550
 KA1550  VERT ORDER  -  SECOND    CLASS 0
 KA1550
 KA1550.The horizontal coordinates were scaled from a topographic map and have
 KA1550.an estimated accuracy of +/- 6 seconds.
 KA1550
 KA1550.The orthometric height was determined by differential leveling
 KA1550.and adjusted by the National Geodetic Survey in June 1991..
 KA1550
 KA1550.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1550.See file dsdata.txt to determine how the superseded data were derived.
 KA1550
 KA1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK643173(NAD 83)
 KA1550_MARKER: Z = SEE DESCRIPTION
 KA1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1550_SP_SET: 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             NGS
 KA1550  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA1550
 KA1550                          STATION DESCRIPTION
 KA1550
 KA1550'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 DG9013 ***********************************************************************
 DG9013  CBN         -  This is a Cooperative Base Network Control Station.
 DG9013  DESIGNATION -  145 M
 DG9013  PID         -  DG9013
 DG9013  STATE/COUNTY-  IN/BARTHOLOMEW
 DG9013  USGS QUAD   -  WAYMANSVILLE (1994)
 DG9013
 DG9013                         *CURRENT SURVEY CONTROL
 DG9013  ___________________________________________________________________
 DG9013* NAD 83(1997)-  39 04 54.41936(N)    086 00 38.75043(W)     ADJUSTED  
 DG9013* NAVD 88     -       183.7    (meters)     603.     (feet)  GPS OBS   
 DG9013  ___________________________________________________________________
 DG9013  X           -     344,904.287 (meters)                     COMP
 DG9013  Y           -  -4,945,713.186 (meters)                     COMP
 DG9013  Z           -   3,999,463.493 (meters)                     COMP
 DG9013  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 DG9013  ELLIP HEIGHT-         150.12  (meters)          (01/19/05) GPS OBS
 DG9013  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 DG9013
 DG9013  HORZ ORDER  -  A
 DG9013  ELLP ORDER  -  FOURTH    CLASS I
 DG9013
 DG9013.The horizontal coordinates were established by GPS observations
 DG9013.and adjusted by the National Geodetic Survey in January 2005..
 DG9013
 DG9013.The orthometric height was determined by GPS observations and a
 DG9013.high-resolution geoid model.
 DG9013
 DG9013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9013
 DG9013.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9013
 DG9013.The ellipsoidal height was determined by GPS observations
 DG9013.and is referenced to NAD 83.
 DG9013
 DG9013.The geoid height was determined by GEOID03.
 DG9013
 DG9013;                    North         East     Units Scale Factor Converg.
 DG9013;SPC IN E     -   425,631.611    70,227.385   MT  0.99997758   -0 13 00.9
 DG9013;SPC IN E     - 1,396,426.38    230,404.35   sFT  0.99997758   -0 13 00.9
 DG9013;UTM  16      - 4,326,317.892   585,561.863   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  =   0.99966659
 DG9013
 DG9013                          SUPERSEDED SURVEY CONTROL
 DG9013
 DG9013.No superseded survey control is available for this station.
 DG9013
 DG9013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8556226318(NAD 83)
 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_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 = OCTOBER  6, 2006
 ME0318 ***********************************************************************
 ME0318  DESIGNATION -  147.81
 ME0318  PID         -  ME0318
 ME0318  STATE/COUNTY-  IN/MARSHALL
 ME0318  USGS QUAD   -  CULVER (1980)
 ME0318
 ME0318                         *CURRENT SURVEY CONTROL
 ME0318  ___________________________________________________________________
 ME0318* NAD 83(1986)-  41 12 19.     (N)    086 25 09.     (W)     SCALED    
 ME0318* NAVD 88     -       224.18   (+/-2cm)     735.5    (feet)  VERTCON   
 ME0318  ___________________________________________________________________
 ME0318  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME0318
 ME0318  VERT ORDER  -  ? (See Below)
 ME0318
 ME0318.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 ME0318
 ME0318.The geoid height was determined by GEOID03.
 ME0318
 ME0318;                    North         East    Units  Estimated Accuracy
 ME0318;SPC IN E     -   661,630.       36,890.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0318.See file dsdata.txt to determine how the superseded data were derived.
 ME0318
 ME0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL486617(NAD 83)
 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             NGS
 ME0318
 ME0318                          STATION DESCRIPTION
 ME0318
 ME0318'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1153 ***********************************************************************
 ME1153  DESIGNATION -  147.929
 ME1153  PID         -  ME1153
 ME1153  STATE/COUNTY-  IN/LAKE
 ME1153  USGS QUAD   -  LOWELL (1992)
 ME1153
 ME1153                         *CURRENT SURVEY CONTROL
 ME1153  ___________________________________________________________________
 ME1153* NAD 83(1986)-  41 18 44.     (N)    087 27 20.     (W)     SCALED    
 ME1153* NAVD 88     -       219.437  (meters)     719.94   (feet)  ADJUSTED  
 ME1153  ___________________________________________________________________
 ME1153  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME1153  DYNAMIC HT  -         219.347 (meters)     719.64  (feet)  COMP
 ME1153  MODELED GRAV-     980,207.5   (mgal)                       NAVD 88
 ME1153
 ME1153  VERT ORDER  -  FIRST     CLASS II
 ME1153
 ME1153.The horizontal coordinates were scaled from a topographic map and have
 ME1153.an estimated accuracy of +/- 6 seconds.
 ME1153
 ME1153.The orthometric height was determined by differential leveling
 ME1153.and adjusted by the National Geodetic Survey in June 1991..
 ME1153
 ME1153.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1153.See file dsdata.txt to determine how the superseded data were derived.
 ME1153
 ME1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL618735(NAD 83)
 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             NGS
 ME1153
 ME1153                          STATION DESCRIPTION
 ME1153
 ME1153'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1603 ***********************************************************************
 LB1603  DESIGNATION -  148.557
 LB1603  PID         -  LB1603
 LB1603  STATE/COUNTY-  IN/WARREN
 LB1603  USGS QUAD   -  TAB (1986)
 LB1603
 LB1603                         *CURRENT SURVEY CONTROL
 LB1603  ___________________________________________________________________
 LB1603* NAD 83(1986)-  40 25 36.     (N)    087 28 33.     (W)     SCALED    
 LB1603* NAVD 88     -       219.628  (meters)     720.56   (feet)  ADJUSTED  
 LB1603  ___________________________________________________________________
 LB1603  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 LB1603  DYNAMIC HT  -         219.519 (meters)     720.21  (feet)  COMP
 LB1603  MODELED GRAV-     980,125.1   (mgal)                       NAVD 88
 LB1603
 LB1603  VERT ORDER  -  FIRST     CLASS II
 LB1603
 LB1603.The horizontal coordinates were scaled from a topographic map and have
 LB1603.an estimated accuracy of +/- 6 seconds.
 LB1603
 LB1603.The orthometric height was determined by differential leveling
 LB1603.and adjusted by the National Geodetic Survey in June 1991..
 LB1603
 LB1603.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1603.See file dsdata.txt to determine how the superseded data were derived.
 LB1603
 LB1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK596752(NAD 83)
 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             NGS
 LB1603
 LB1603                          STATION DESCRIPTION
 LB1603
 LB1603'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1884 ***********************************************************************
 LB1884  DESIGNATION -  15 E
 LB1884  PID         -  LB1884
 LB1884  STATE/COUNTY-  IN/BENTON
 LB1884  USGS QUAD   -  AMBIA (1964)
 LB1884
 LB1884                         *CURRENT SURVEY CONTROL
 LB1884  ___________________________________________________________________
 LB1884* NAD 83(1986)-  40 29 29.     (N)    087 31 34.     (W)     SCALED    
 LB1884* NAVD 88     -       222.080  (meters)     728.61   (feet)  ADJUSTED  
 LB1884  ___________________________________________________________________
 LB1884  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 LB1884  DYNAMIC HT  -         221.972 (meters)     728.25  (feet)  COMP
 LB1884  MODELED GRAV-     980,133.0   (mgal)                       NAVD 88
 LB1884
 LB1884  VERT ORDER  -  SECOND    CLASS 0
 LB1884
 LB1884.The horizontal coordinates were scaled from a topographic map and have
 LB1884.an estimated accuracy of +/- 6 seconds.
 LB1884
 LB1884.The orthometric height was determined by differential leveling
 LB1884.and adjusted by the National Geodetic Survey in June 1991..
 LB1884
 LB1884.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1884.See file dsdata.txt to determine how the superseded data were derived.
 LB1884
 LB1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK554824(NAD 83)
 LB1884_MARKER: DD = SURVEY DISK
 LB1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1884_STAMPING: 15 E 1931
 LB1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1884+STABILITY: SURFACE MOTION
 LB1884
 LB1884  HISTORY     - Date     Condition        Report By
 LB1884  HISTORY     - 1931     MONUMENTED       USGS
 LB1884  HISTORY     - 1935     GOOD             NGS
 LB1884
 LB1884                          STATION DESCRIPTION
 LB1884
 LB1884'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA0501 ***********************************************************************
 HA0501  DESIGNATION -  15 M
 HA0501  PID         -  HA0501
 HA0501  STATE/COUNTY-  IN/PERRY
 HA0501  USGS QUAD   -  ROME (1993)
 HA0501
 HA0501                         *CURRENT SURVEY CONTROL
 HA0501  ___________________________________________________________________
 HA0501* NAD 83(1986)-  37 56 04.     (N)    086 33 23.     (W)     SCALED    
 HA0501* NAVD 88     -       131.160  (meters)     430.31   (feet)  ADJUSTED  
 HA0501  ___________________________________________________________________
 HA0501  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HA0501  DYNAMIC HT  -         131.065 (meters)     430.00  (feet)  COMP
 HA0501  MODELED GRAV-     979,906.1   (mgal)                       NAVD 88
 HA0501
 HA0501  VERT ORDER  -  FIRST     CLASS II
 HA0501
 HA0501.The horizontal coordinates were scaled from a topographic map and have
 HA0501.an estimated accuracy of +/- 6 seconds.
 HA0501
 HA0501.The orthometric height was determined by differential leveling
 HA0501.and adjusted by the National Geodetic Survey in June 1991..
 HA0501
 HA0501.The geoid height was determined by GEOID03.
 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     -   298,350.      946,320.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0501.See file dsdata.txt to determine how the superseded data were derived.
 HA0501
 HA0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG389986(NAD 83)
 HA0501_MARKER: DD = SURVEY DISK
 HA0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0501_STAMPING: 15 M 1945 432
 HA0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0501+STABILITY: SURFACE MOTION
 HA0501
 HA0501  HISTORY     - Date     Condition        Report By
 HA0501  HISTORY     - 1945     MONUMENTED       USGS
 HA0501  HISTORY     - 1965     GOOD             NGS
 HA0501
 HA0501                          STATION DESCRIPTION
 HA0501
 HA0501'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1620 ***********************************************************************
 MD1620  DESIGNATION -  153 M
 MD1620  PID         -  MD1620
 MD1620  STATE/COUNTY-  IN/WHITLEY
 MD1620  USGS QUAD   -  MERRIAM (1965)
 MD1620
 MD1620                         *CURRENT SURVEY CONTROL
 MD1620  ___________________________________________________________________
 MD1620* NAD 83(1997)-  41 15 55.55542(N)    085 29 28.38060(W)     ADJUSTED  
 MD1620* NAVD 88     -       286.29   (+/-2cm)     939.3    (feet)  VERTCON   
 MD1620  ___________________________________________________________________
 MD1620  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 MD1620  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MD1620
 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.The vertical order pertains to the NGVD 29 superseded value.
 MD1620
 MD1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1620
 MD1620.The geoid height was determined by GEOID03.
 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  =   0.99992960
 MD1620!UTM  16      -   0.99996027  x   0.99979657  =   0.99975685
 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 (07/19/86)  286.44   (m)          939.8    (f) LEVELING    3  
 MD1620
 MD1620.Superseded values are not recommended for survey control.
 MD1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1620.See file dsdata.txt to determine how the superseded data were derived.
 MD1620
 MD1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2638269321(NAD 83)
 MD1620_MARKER: DD = SURVEY DISK
 MD1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1363 ***********************************************************************
 JA1363  DESIGNATION -  153+76.1 USE
 JA1363  PID         -  JA1363
 JA1363  STATE/COUNTY-  IN/KNOX
 JA1363  USGS QUAD   -  ST FRANCISVILLE (1964)
 JA1363
 JA1363                         *CURRENT SURVEY CONTROL
 JA1363  ___________________________________________________________________
 JA1363* NAD 83(1986)-  38 30 00.     (N)    087 39 29.     (W)     SCALED    
 JA1363* NAVD 88     -       126.439  (meters)     414.83   (feet)  ADJUSTED  
 JA1363  ___________________________________________________________________
 JA1363  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 JA1363  DYNAMIC HT  -         126.360 (meters)     414.57  (feet)  COMP
 JA1363  MODELED GRAV-     980,001.0   (mgal)                       NAVD 88
 JA1363
 JA1363  VERT ORDER  -  FIRST     CLASS II
 JA1363
 JA1363.The horizontal coordinates were scaled from a topographic map and have
 JA1363.an estimated accuracy of +/- 6 seconds.
 JA1363
 JA1363.The orthometric height was determined by differential leveling
 JA1363.and adjusted by the National Geodetic Survey in June 1991..
 JA1363
 JA1363.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1363.See file dsdata.txt to determine how the superseded data were derived.
 JA1363
 JA1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH426614(NAD 83)
 JA1363_MARKER: DD = SURVEY DISK
 JA1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1363_SP_SET: 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       DOD
 JA1363  HISTORY     - 1954     GOOD             NGS
 JA1363
 JA1363                          STATION DESCRIPTION
 JA1363
 JA1363'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1537 ***********************************************************************
 KA1537  DESIGNATION -  155.8
 KA1537  PID         -  KA1537
 KA1537  STATE/COUNTY-  IN/VERMILLION
 KA1537  USGS QUAD   -  DANA (1983)
 KA1537
 KA1537                         *CURRENT SURVEY CONTROL
 KA1537  ___________________________________________________________________
 KA1537* NAD 83(1986)-  39 45 27.     (N)    087 23 05.     (W)     SCALED    
 KA1537* NAVD 88     -       152.108  (meters)     499.04   (feet)  ADJUSTED  
 KA1537  ___________________________________________________________________
 KA1537  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KA1537  DYNAMIC HT  -         152.024 (meters)     498.77  (feet)  COMP
 KA1537  MODELED GRAV-     980,070.1   (mgal)                       NAVD 88
 KA1537
 KA1537  VERT ORDER  -  SECOND    CLASS 0
 KA1537
 KA1537.The horizontal coordinates were scaled from a topographic map and have
 KA1537.an estimated accuracy of +/- 6 seconds.
 KA1537
 KA1537.The orthometric height was determined by differential leveling
 KA1537.and adjusted by the National Geodetic Survey in June 1991..
 KA1537
 KA1537.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1537.See file dsdata.txt to determine how the superseded data were derived.
 KA1537
 KA1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK670009(NAD 83)
 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             NGS
 KA1537
 KA1537                          STATION DESCRIPTION
 KA1537
 KA1537'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1604 ***********************************************************************
 LB1604  DESIGNATION -  157.992
 LB1604  PID         -  LB1604
 LB1604  STATE/COUNTY-  IN/WARREN
 LB1604  USGS QUAD   -  TAB (1986)
 LB1604
 LB1604                         *CURRENT SURVEY CONTROL
 LB1604  ___________________________________________________________________
 LB1604* NAD 83(1986)-  40 26 34.     (N)    087 28 33.     (W)     SCALED    
 LB1604* NAVD 88     -       222.532  (meters)     730.09   (feet)  ADJUSTED  
 LB1604  ___________________________________________________________________
 LB1604  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 LB1604  DYNAMIC HT  -         222.422 (meters)     729.73  (feet)  COMP
 LB1604  MODELED GRAV-     980,126.5   (mgal)                       NAVD 88
 LB1604
 LB1604  VERT ORDER  -  FIRST     CLASS II
 LB1604
 LB1604.The horizontal coordinates were scaled from a topographic map and have
 LB1604.an estimated accuracy of +/- 6 seconds.
 LB1604
 LB1604.The orthometric height was determined by differential leveling
 LB1604.and adjusted by the National Geodetic Survey in June 1991..
 LB1604
 LB1604.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1604.See file dsdata.txt to determine how the superseded data were derived.
 LB1604
 LB1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK596770(NAD 83)
 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             NGS
 LB1604
 LB1604                          STATION DESCRIPTION
 LB1604
 LB1604'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1241 ***********************************************************************
 LB1241  DESIGNATION -  159.521
 LB1241  PID         -  LB1241
 LB1241  STATE/COUNTY-  IN/BENTON
 LB1241  USGS QUAD   -  EARL PARK (1979)
 LB1241
 LB1241                         *CURRENT SURVEY CONTROL
 LB1241  ___________________________________________________________________
 LB1241* NAD 83(1986)-  40 39 06.     (N)    087 27 12.     (W)     SCALED    
 LB1241* NAVD 88     -       223.000  (meters)     731.63   (feet)  ADJUSTED  
 LB1241  ___________________________________________________________________
 LB1241  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 LB1241  DYNAMIC HT  -         222.894 (meters)     731.28  (feet)  COMP
 LB1241  MODELED GRAV-     980,146.8   (mgal)                       NAVD 88
 LB1241
 LB1241  VERT ORDER  -  FIRST     CLASS II
 LB1241
 LB1241.The horizontal coordinates were scaled from a topographic map and have
 LB1241.an estimated accuracy of +/- 6 seconds.
 LB1241
 LB1241.The orthometric height was determined by differential leveling
 LB1241.and adjusted by the National Geodetic Survey in June 1991..
 LB1241
 LB1241.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1241.See file dsdata.txt to determine how the superseded data were derived.
 LB1241
 LB1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL616001(NAD 83)
 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             NGS
 LB1241
 LB1241                          STATION DESCRIPTION
 LB1241
 LB1241'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA1455 ***********************************************************************
 HA1455  DESIGNATION -  16 M USGS 1946
 HA1455  PID         -  HA1455
 HA1455  STATE/COUNTY-  IN/PERRY
 HA1455  USGS QUAD   -  ROME (1993)
 HA1455
 HA1455                         *CURRENT SURVEY CONTROL
 HA1455  ___________________________________________________________________
 HA1455* NAD 83(1997)-  37 56 39.40971(N)    086 34 50.14863(W)     ADJUSTED  
 HA1455* NAVD 88     -       237.     (meters)     778.     (feet)  SCALED    
 HA1455  ___________________________________________________________________
 HA1455  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 HA1455  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 HA1455
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1455
 HA1455.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1455.See file dsdata.txt to determine how the superseded data were derived.
 HA1455
 HA1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG3685099716(NAD 83)
 HA1455_MARKER: DB = BENCH MARK DISK
 HA1455_SETTING: 0 = UNSPECIFIED SETTING
 HA1455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA1455
 HA1455  HISTORY     - Date     Condition        Report By
 HA1455  HISTORY     - 1946     MONUMENTED       USGS
 HA1455
 HA1455                          STATION DESCRIPTION
 HA1455
 HA1455'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (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 = OCTOBER  6, 2006
 JZ2180 ***********************************************************************
 JZ2180  DESIGNATION -  16 WSM
 JZ2180  PID         -  JZ2180
 JZ2180  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2180  USGS QUAD   -  HOPE (1993)
 JZ2180
 JZ2180                         *CURRENT SURVEY CONTROL
 JZ2180  ___________________________________________________________________
 JZ2180* NAD 83(1986)-  39 18 13.     (N)    085 46 16.     (W)     SCALED    
 JZ2180* NAVD 88     -       218.257  (meters)     716.06   (feet)  ADJUSTED  
 JZ2180  ___________________________________________________________________
 JZ2180  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ2180  DYNAMIC HT  -         218.123 (meters)     715.63  (feet)  COMP
 JZ2180  MODELED GRAV-     980,009.7   (mgal)                       NAVD 88
 JZ2180
 JZ2180  VERT ORDER  -  SECOND    CLASS 0
 JZ2180
 JZ2180.The horizontal coordinates were scaled from a topographic map and have
 JZ2180.an estimated accuracy of +/- 6 seconds.
 JZ2180
 JZ2180.The orthometric height was determined by differential leveling
 JZ2180.and adjusted by the National Geodetic Survey in June 1991..
 JZ2180
 JZ2180.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2180.See file dsdata.txt to determine how the superseded data were derived.
 JZ2180
 JZ2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ059511(NAD 83)
 JZ2180_MARKER: DD = SURVEY DISK
 JZ2180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2180_STAMPING: 717 1946 16 WSM
 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             NGS
 JZ2180
 JZ2180                          STATION DESCRIPTION
 JZ2180
 JZ2180'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1239 ***********************************************************************
 LB1239  DESIGNATION -  160.105
 LB1239  PID         -  LB1239
 LB1239  STATE/COUNTY-  IN/BENTON
 LB1239  USGS QUAD   -  EARL PARK (1979)
 LB1239
 LB1239                         *CURRENT SURVEY CONTROL
 LB1239  ___________________________________________________________________
 LB1239* NAD 83(1986)-  40 38 24.     (N)    087 27 18.     (W)     SCALED    
 LB1239* NAVD 88     -       223.159  (meters)     732.15   (feet)  ADJUSTED  
 LB1239  ___________________________________________________________________
 LB1239  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 LB1239  DYNAMIC HT  -         223.053 (meters)     731.80  (feet)  COMP
 LB1239  MODELED GRAV-     980,145.2   (mgal)                       NAVD 88
 LB1239
 LB1239  VERT ORDER  -  FIRST     CLASS II
 LB1239
 LB1239.The horizontal coordinates were scaled from a topographic map and have
 LB1239.an estimated accuracy of +/- 6 seconds.
 LB1239
 LB1239.The orthometric height was determined by differential leveling
 LB1239.and adjusted by the National Geodetic Survey in June 1991..
 LB1239
 LB1239.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB1239
 LB1239  NGVD 29 (??/??/92)  223.207  (m)          732.30   (f) ADJ UNCH    1 2
 LB1239
 LB1239.Superseded values are not recommended for survey control.
 LB1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1239.See file dsdata.txt to determine how the superseded data were derived.
 LB1239
 LB1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK615988(NAD 83)
 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             NGS
 LB1239
 LB1239                          STATION DESCRIPTION
 LB1239
 LB1239'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0854 ***********************************************************************
 KA0854  DESIGNATION -  161.8
 KA0854  PID         -  KA0854
 KA0854  STATE/COUNTY-  IN/VERMILLION
 KA0854  USGS QUAD   -  CLINTON (1986)
 KA0854
 KA0854                         *CURRENT SURVEY CONTROL
 KA0854  ___________________________________________________________________
 KA0854* NAD 83(1986)-  39 40 37.     (N)    087 24 09.     (W)     SCALED    
 KA0854* NAVD 88     -       153.955  (meters)     505.10   (feet)  ADJUSTED  
 KA0854  ___________________________________________________________________
 KA0854  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KA0854  DYNAMIC HT  -         153.869 (meters)     504.82  (feet)  COMP
 KA0854  MODELED GRAV-     980,066.7   (mgal)                       NAVD 88
 KA0854
 KA0854  VERT ORDER  -  SECOND    CLASS 0
 KA0854
 KA0854.The horizontal coordinates were scaled from a topographic map and have
 KA0854.an estimated accuracy of +/- 6 seconds.
 KA0854
 KA0854.The orthometric height was determined by differential leveling
 KA0854.and adjusted by the National Geodetic Survey in June 1991..
 KA0854
 KA0854.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0854.See file dsdata.txt to determine how the superseded data were derived.
 KA0854
 KA0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ654919(NAD 83)
 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     - UNK      MONUMENTED       CGS
 KA0854  HISTORY     - 1935     GOOD             NGS
 KA0854  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA0854
 KA0854                          STATION DESCRIPTION
 KA0854
 KA0854'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0853 ***********************************************************************
 KA0853  DESIGNATION -  162.1
 KA0853  PID         -  KA0853
 KA0853  STATE/COUNTY-  IN/VERMILLION
 KA0853  USGS QUAD   -  CLINTON (1986)
 KA0853
 KA0853                         *CURRENT SURVEY CONTROL
 KA0853  ___________________________________________________________________
 KA0853* NAD 83(1986)-  39 40 16.     (N)    087 24 10.     (W)     SCALED    
 KA0853* NAVD 88     -       152.098  (meters)     499.01   (feet)  ADJUSTED  
 KA0853  ___________________________________________________________________
 KA0853  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KA0853  DYNAMIC HT  -         152.014 (meters)     498.73  (feet)  COMP
 KA0853  MODELED GRAV-     980,066.3   (mgal)                       NAVD 88
 KA0853
 KA0853  VERT ORDER  -  SECOND    CLASS 0
 KA0853
 KA0853.The horizontal coordinates were scaled from a topographic map and have
 KA0853.an estimated accuracy of +/- 6 seconds.
 KA0853
 KA0853.The orthometric height was determined by differential leveling
 KA0853.and adjusted by the National Geodetic Survey in June 1991..
 KA0853
 KA0853.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0853.See file dsdata.txt to determine how the superseded data were derived.
 KA0853
 KA0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ654913(NAD 83)
 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     - UNK      MONUMENTED       CGS
 KA0853  HISTORY     - 1935     GOOD             NGS
 KA0853  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA0853
 KA0853                          STATION DESCRIPTION
 KA0853
 KA0853'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1238 ***********************************************************************
 LB1238  DESIGNATION -  162.496
 LB1238  PID         -  LB1238
 LB1238  STATE/COUNTY-  IN/BENTON
 LB1238  USGS QUAD   -  EARL PARK (1979)
 LB1238
 LB1238                         *CURRENT SURVEY CONTROL
 LB1238  ___________________________________________________________________
 LB1238* NAD 83(1986)-  40 37 39.     (N)    087 27 22.     (W)     SCALED    
 LB1238* NAVD 88     -       223.893  (meters)     734.56   (feet)  ADJUSTED  
 LB1238  ___________________________________________________________________
 LB1238  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 LB1238  DYNAMIC HT  -         223.786 (meters)     734.20  (feet)  COMP
 LB1238  MODELED GRAV-     980,143.5   (mgal)                       NAVD 88
 LB1238
 LB1238  VERT ORDER  -  FIRST     CLASS II
 LB1238
 LB1238.The horizontal coordinates were scaled from a topographic map and have
 LB1238.an estimated accuracy of +/- 6 seconds.
 LB1238
 LB1238.The orthometric height was determined by differential leveling
 LB1238.and adjusted by the National Geodetic Survey in June 1991..
 LB1238
 LB1238.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1238.See file dsdata.txt to determine how the superseded data were derived.
 LB1238
 LB1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK614975(NAD 83)
 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             NGS
 LB1238
 LB1238                          STATION DESCRIPTION
 LB1238
 LB1238'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0852 ***********************************************************************
 KA0852  DESIGNATION -  162.9
 KA0852  PID         -  KA0852
 KA0852  STATE/COUNTY-  IN/VERMILLION
 KA0852  USGS QUAD   -  CLINTON (1986)
 KA0852
 KA0852                         *CURRENT SURVEY CONTROL
 KA0852  ___________________________________________________________________
 KA0852* NAD 83(1986)-  39 39 38.     (N)    087 23 54.     (W)     SCALED    
 KA0852* NAVD 88     -       151.460  (meters)     496.92   (feet)  ADJUSTED  
 KA0852  ___________________________________________________________________
 KA0852  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KA0852  DYNAMIC HT  -         151.375 (meters)     496.64  (feet)  COMP
 KA0852  MODELED GRAV-     980,065.1   (mgal)                       NAVD 88
 KA0852
 KA0852  VERT ORDER  -  SECOND    CLASS 0
 KA0852
 KA0852.The horizontal coordinates were scaled from a topographic map and have
 KA0852.an estimated accuracy of +/- 6 seconds.
 KA0852
 KA0852.The orthometric height was determined by differential leveling
 KA0852.and adjusted by the National Geodetic Survey in June 1991..
 KA0852
 KA0852.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0852.See file dsdata.txt to determine how the superseded data were derived.
 KA0852
 KA0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ658901(NAD 83)
 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     - UNK      MONUMENTED       CGS
 KA0852  HISTORY     - 1935     GOOD             NGS
 KA0852  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA0852
 KA0852                          STATION DESCRIPTION
 KA0852
 KA0852'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0079 ***********************************************************************
 LB0079  DESIGNATION -  168.1
 LB0079  PID         -  LB0079
 LB0079  STATE/COUNTY-  IN/CASS
 LB0079  USGS QUAD   -  GALVESTON (1994)
 LB0079
 LB0079                         *CURRENT SURVEY CONTROL
 LB0079  ___________________________________________________________________
 LB0079* NAD 83(1986)-  40 36 31.     (N)    086 12 20.     (W)     SCALED    
 LB0079* NAVD 88     -       235.924  (meters)     774.03   (feet)  ADJUSTED  
 LB0079  ___________________________________________________________________
 LB0079  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 LB0079  DYNAMIC HT  -         235.806 (meters)     773.64  (feet)  COMP
 LB0079  MODELED GRAV-     980,120.3   (mgal)                       NAVD 88
 LB0079
 LB0079  VERT ORDER  -  SECOND    CLASS 0
 LB0079
 LB0079.The horizontal coordinates were scaled from a topographic map and have
 LB0079.an estimated accuracy of +/- 6 seconds.
 LB0079
 LB0079.The orthometric height was determined by differential leveling
 LB0079.and adjusted by the National Geodetic Survey in June 1991..
 LB0079
 LB0079.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0079.See file dsdata.txt to determine how the superseded data were derived.
 LB0079
 LB0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK672956(NAD 83)
 LB0079_MARKER: Z = SEE DESCRIPTION
 LB0079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0079_SP_SET: CULVERT HEADWALL
 LB0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0079
 LB0079  HISTORY     - Date     Condition        Report By
 LB0079  HISTORY     - UNK      MONUMENTED       PRR
 LB0079  HISTORY     - 1946     GOOD             NGS
 LB0079
 LB0079                          STATION DESCRIPTION
 LB0079
 LB0079'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1235 ***********************************************************************
 LB1235  DESIGNATION -  168.588
 LB1235  PID         -  LB1235
 LB1235  STATE/COUNTY-  IN/BENTON
 LB1235  USGS QUAD   -  BOSWELL (1980)
 LB1235
 LB1235                         *CURRENT SURVEY CONTROL
 LB1235  ___________________________________________________________________
 LB1235* NAD 83(1986)-  40 36 39.     (N)    087 27 29.     (W)     SCALED    
 LB1235* NAVD 88     -       225.757  (meters)     740.67   (feet)  ADJUSTED  
 LB1235  ___________________________________________________________________
 LB1235  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 LB1235  DYNAMIC HT  -         225.649 (meters)     740.32  (feet)  COMP
 LB1235  MODELED GRAV-     980,141.4   (mgal)                       NAVD 88
 LB1235
 LB1235  VERT ORDER  -  FIRST     CLASS II
 LB1235
 LB1235.The horizontal coordinates were scaled from a topographic map and have
 LB1235.an estimated accuracy of +/- 6 seconds.
 LB1235
 LB1235.The orthometric height was determined by differential leveling
 LB1235.and adjusted by the National Geodetic Survey in June 1991..
 LB1235
 LB1235.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1235.See file dsdata.txt to determine how the superseded data were derived.
 LB1235
 LB1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK612956(NAD 83)
 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             NGS
 LB1235
 LB1235                          STATION DESCRIPTION
 LB1235
 LB1235'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA0546 ***********************************************************************
 HA0546  DESIGNATION -  170 WSM
 HA0546  PID         -  HA0546
 HA0546  STATE/COUNTY-  IN/SPENCER
 HA0546  USGS QUAD   -  LEWISPORT (1967)
 HA0546
 HA0546                         *CURRENT SURVEY CONTROL
 HA0546  ___________________________________________________________________
 HA0546* NAD 83(1986)-  37 58 37.     (N)    086 53 14.     (W)     SCALED    
 HA0546* NAVD 88     -       124.110  (meters)     407.18   (feet)  ADJUSTED  
 HA0546  ___________________________________________________________________
 HA0546  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 HA0546  DYNAMIC HT  -         124.025 (meters)     406.91  (feet)  COMP
 HA0546  MODELED GRAV-     979,945.0   (mgal)                       NAVD 88
 HA0546
 HA0546  VERT ORDER  -  FIRST     CLASS II
 HA0546
 HA0546.The horizontal coordinates were scaled from a topographic map and have
 HA0546.an estimated accuracy of +/- 6 seconds.
 HA0546
 HA0546.The orthometric height was determined by differential leveling
 HA0546.and adjusted by the National Geodetic Survey in June 1991..
 HA0546
 HA0546.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0546.See file dsdata.txt to determine how the superseded data were derived.
 HA0546
 HA0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH099032(NAD 83)
 HA0546_MARKER: DD = SURVEY DISK
 HA0546_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0546_SP_SET: CULVERT
 HA0546_STAMPING: WSM 170 408 1958
 HA0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0546
 HA0546  HISTORY     - Date     Condition        Report By
 HA0546  HISTORY     - 1958     MONUMENTED       USGS
 HA0546  HISTORY     - 1965     GOOD             NGS
 HA0546
 HA0546                          STATION DESCRIPTION
 HA0546
 HA0546'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1242 ***********************************************************************
 LB1242  DESIGNATION -  170.405
 LB1242  PID         -  LB1242
 LB1242  STATE/COUNTY-  IN/BENTON
 LB1242  USGS QUAD   -  EARL PARK (1979)
 LB1242
 LB1242                         *CURRENT SURVEY CONTROL
 LB1242  ___________________________________________________________________
 LB1242* NAD 83(1986)-  40 39 51.     (N)    087 27 07.     (W)     SCALED    
 LB1242* NAVD 88     -       226.147  (meters)     741.95   (feet)  ADJUSTED  
 LB1242  ___________________________________________________________________
 LB1242  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 LB1242  DYNAMIC HT  -         226.041 (meters)     741.60  (feet)  COMP
 LB1242  MODELED GRAV-     980,148.6   (mgal)                       NAVD 88
 LB1242
 LB1242  VERT ORDER  -  FIRST     CLASS II
 LB1242
 LB1242.The horizontal coordinates were scaled from a topographic map and have
 LB1242.an estimated accuracy of +/- 6 seconds.
 LB1242
 LB1242.The orthometric height was determined by differential leveling
 LB1242.and adjusted by the National Geodetic Survey in June 1991..
 LB1242
 LB1242.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1242.See file dsdata.txt to determine how the superseded data were derived.
 LB1242
 LB1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL617015(NAD 83)
 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             NGS
 LB1242
 LB1242                          STATION DESCRIPTION
 LB1242
 LB1242'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1224 ***********************************************************************
 LB1224  DESIGNATION -  174.608
 LB1224  PID         -  LB1224
 LB1224  STATE/COUNTY-  IN/BENTON
 LB1224  USGS QUAD   -  BOSWELL (1980)
 LB1224
 LB1224                         *CURRENT SURVEY CONTROL
 LB1224  ___________________________________________________________________
 LB1224* NAD 83(1986)-  40 30 07.     (N)    087 28 16.     (W)     SCALED    
 LB1224* NAVD 88     -       228.032  (meters)     748.13   (feet)  ADJUSTED  
 LB1224  ___________________________________________________________________
 LB1224  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LB1224  DYNAMIC HT  -         227.921 (meters)     747.77  (feet)  COMP
 LB1224  MODELED GRAV-     980,130.6   (mgal)                       NAVD 88
 LB1224
 LB1224  VERT ORDER  -  FIRST     CLASS II
 LB1224
 LB1224.The horizontal coordinates were scaled from a topographic map and have
 LB1224.an estimated accuracy of +/- 6 seconds.
 LB1224
 LB1224.The orthometric height was determined by differential leveling
 LB1224.and adjusted by the National Geodetic Survey in June 1991..
 LB1224
 LB1224.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1224.See file dsdata.txt to determine how the superseded data were derived.
 LB1224
 LB1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK600835(NAD 83)
 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             NGS
 LB1224
 LB1224                          STATION DESCRIPTION
 LB1224
 LB1224'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1234 ***********************************************************************
 LB1234  DESIGNATION -  175.970
 LB1234  PID         -  LB1234
 LB1234  STATE/COUNTY-  IN/BENTON
 LB1234  USGS QUAD   -  BOSWELL (1980)
 LB1234
 LB1234                         *CURRENT SURVEY CONTROL
 LB1234  ___________________________________________________________________
 LB1234* NAD 83(1986)-  40 36 11.     (N)    087 27 31.     (W)     SCALED    
 LB1234* NAVD 88     -       227.998  (meters)     748.02   (feet)  ADJUSTED  
 LB1234  ___________________________________________________________________
 LB1234  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 LB1234  DYNAMIC HT  -         227.889 (meters)     747.67  (feet)  COMP
 LB1234  MODELED GRAV-     980,140.4   (mgal)                       NAVD 88
 LB1234
 LB1234  VERT ORDER  -  FIRST     CLASS II
 LB1234
 LB1234.The horizontal coordinates were scaled from a topographic map and have
 LB1234.an estimated accuracy of +/- 6 seconds.
 LB1234
 LB1234.The orthometric height was determined by differential leveling
 LB1234.and adjusted by the National Geodetic Survey in June 1991..
 LB1234
 LB1234.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1234.See file dsdata.txt to determine how the superseded data were derived.
 LB1234
 LB1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK612947(NAD 83)
 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             NGS
 LB1234
 LB1234                          STATION DESCRIPTION
 LB1234
 LB1234'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1233 ***********************************************************************
 LB1233  DESIGNATION -  178.964
 LB1233  PID         -  LB1233
 LB1233  STATE/COUNTY-  IN/BENTON
 LB1233  USGS QUAD   -  BOSWELL (1980)
 LB1233
 LB1233                         *CURRENT SURVEY CONTROL
 LB1233  ___________________________________________________________________
 LB1233* NAD 83(1986)-  40 35 36.     (N)    087 27 36.     (W)     SCALED    
 LB1233* NAVD 88     -       228.893  (meters)     750.96   (feet)  ADJUSTED  
 LB1233  ___________________________________________________________________
 LB1233  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 LB1233  DYNAMIC HT  -         228.783 (meters)     750.60  (feet)  COMP
 LB1233  MODELED GRAV-     980,139.3   (mgal)                       NAVD 88
 LB1233
 LB1233  VERT ORDER  -  FIRST     CLASS II
 LB1233
 LB1233.The horizontal coordinates were scaled from a topographic map and have
 LB1233.an estimated accuracy of +/- 6 seconds.
 LB1233
 LB1233.The orthometric height was determined by differential leveling
 LB1233.and adjusted by the National Geodetic Survey in June 1991..
 LB1233
 LB1233.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1233.See file dsdata.txt to determine how the superseded data were derived.
 LB1233
 LB1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK610937(NAD 83)
 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             NGS
 LB1233
 LB1233                          STATION DESCRIPTION
 LB1233
 LB1233'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1362 ***********************************************************************
 JA1362  DESIGNATION -  180+45.2 USE
 JA1362  PID         -  JA1362
 JA1362  STATE/COUNTY-  IN/KNOX
 JA1362  USGS QUAD   -  ST FRANCISVILLE (1964)
 JA1362
 JA1362                         *CURRENT SURVEY CONTROL
 JA1362  ___________________________________________________________________
 JA1362* NAD 83(1986)-  38 30 10.     (N)    087 38 58.     (W)     SCALED    
 JA1362* NAVD 88     -       126.597  (meters)     415.34   (feet)  ADJUSTED  
 JA1362  ___________________________________________________________________
 JA1362  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 JA1362  DYNAMIC HT  -         126.517 (meters)     415.08  (feet)  COMP
 JA1362  MODELED GRAV-     980,000.3   (mgal)                       NAVD 88
 JA1362
 JA1362  VERT ORDER  -  FIRST     CLASS II
 JA1362
 JA1362.The horizontal coordinates were scaled from a topographic map and have
 JA1362.an estimated accuracy of +/- 6 seconds.
 JA1362
 JA1362.The orthometric height was determined by differential leveling
 JA1362.and adjusted by the National Geodetic Survey in June 1991..
 JA1362
 JA1362.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1362.See file dsdata.txt to determine how the superseded data were derived.
 JA1362
 JA1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH433618(NAD 83)
 JA1362_MARKER: DD = SURVEY DISK
 JA1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1362_SP_SET: 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       DOD
 JA1362  HISTORY     - 1954     GOOD             NGS
 JA1362
 JA1362                          STATION DESCRIPTION
 JA1362
 JA1362'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1248 ***********************************************************************
 LB1248  DESIGNATION -  181.674
 LB1248  PID         -  LB1248
 LB1248  STATE/COUNTY-  IN/BENTON
 LB1248  USGS QUAD   -  EARL PARK (1979)
 LB1248
 LB1248                         *CURRENT SURVEY CONTROL
 LB1248  ___________________________________________________________________
 LB1248* NAD 83(1986)-  40 42 47.     (N)    087 26 55.     (W)     SCALED    
 LB1248* NAVD 88     -       229.729  (meters)     753.70   (feet)  ADJUSTED  
 LB1248  ___________________________________________________________________
 LB1248  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 LB1248  DYNAMIC HT  -         229.622 (meters)     753.35  (feet)  COMP
 LB1248  MODELED GRAV-     980,156.0   (mgal)                       NAVD 88
 LB1248
 LB1248  VERT ORDER  -  FIRST     CLASS II
 LB1248
 LB1248.The horizontal coordinates were scaled from a topographic map and have
 LB1248.an estimated accuracy of +/- 6 seconds.
 LB1248
 LB1248.The orthometric height was determined by differential leveling
 LB1248.and adjusted by the National Geodetic Survey in June 1991..
 LB1248
 LB1248.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1248.See file dsdata.txt to determine how the superseded data were derived.
 LB1248
 LB1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL621070(NAD 83)
 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             NGS
 LB1248
 LB1248                          STATION DESCRIPTION
 LB1248
 LB1248'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1606 ***********************************************************************
 LB1606  DESIGNATION -  181.908
 LB1606  PID         -  LB1606
 LB1606  STATE/COUNTY-  IN/BENTON
 LB1606  USGS QUAD   -  TAB (1986)
 LB1606
 LB1606                         *CURRENT SURVEY CONTROL
 LB1606  ___________________________________________________________________
 LB1606* NAD 83(1986)-  40 29 32.     (N)    087 28 18.     (W)     SCALED    
 LB1606* NAVD 88     -       229.833  (meters)     754.04   (feet)  ADJUSTED  
 LB1606  ___________________________________________________________________
 LB1606  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LB1606  DYNAMIC HT  -         229.721 (meters)     753.68  (feet)  COMP
 LB1606  MODELED GRAV-     980,131.3   (mgal)                       NAVD 88
 LB1606
 LB1606  VERT ORDER  -  FIRST     CLASS II
 LB1606
 LB1606.The horizontal coordinates were scaled from a topographic map and have
 LB1606.an estimated accuracy of +/- 6 seconds.
 LB1606
 LB1606.The orthometric height was determined by differential leveling
 LB1606.and adjusted by the National Geodetic Survey in June 1991..
 LB1606
 LB1606.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1606.See file dsdata.txt to determine how the superseded data were derived.
 LB1606
 LB1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK600824(NAD 83)
 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             NGS
 LB1606
 LB1606                          STATION DESCRIPTION
 LB1606
 LB1606'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1225 ***********************************************************************
 LB1225  DESIGNATION -  182.070
 LB1225  PID         -  LB1225
 LB1225  STATE/COUNTY-  IN/BENTON
 LB1225  USGS QUAD   -  BOSWELL (1980)
 LB1225
 LB1225                         *CURRENT SURVEY CONTROL
 LB1225  ___________________________________________________________________
 LB1225* NAD 83(1986)-  40 30 59.     (N)    087 28 10.     (W)     SCALED    
 LB1225* NAVD 88     -       229.892  (meters)     754.24   (feet)  ADJUSTED  
 LB1225  ___________________________________________________________________
 LB1225  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 LB1225  DYNAMIC HT  -         229.780 (meters)     753.87  (feet)  COMP
 LB1225  MODELED GRAV-     980,131.7   (mgal)                       NAVD 88
 LB1225
 LB1225  VERT ORDER  -  FIRST     CLASS II
 LB1225
 LB1225.The horizontal coordinates were scaled from a topographic map and have
 LB1225.an estimated accuracy of +/- 6 seconds.
 LB1225
 LB1225.The orthometric height was determined by differential leveling
 LB1225.and adjusted by the National Geodetic Survey in June 1991..
 LB1225
 LB1225.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1225.See file dsdata.txt to determine how the superseded data were derived.
 LB1225
 LB1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK602851(NAD 83)
 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             NGS
 LB1225
 LB1225                          STATION DESCRIPTION
 LB1225
 LB1225'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2255 ***********************************************************************
 JZ2255  DESIGNATION -  19 EOM
 JZ2255  PID         -  JZ2255
 JZ2255  STATE/COUNTY-  IN/SHELBY
 JZ2255  USGS QUAD   -  HOPE (1993)
 JZ2255
 JZ2255                         *CURRENT SURVEY CONTROL
 JZ2255  ___________________________________________________________________
 JZ2255* NAD 83(1986)-  39 21 57.     (N)    085 45 38.     (W)     SCALED    
 JZ2255* NAVD 88     -       230.342  (meters)     755.71   (feet)  ADJUSTED  
 JZ2255  ___________________________________________________________________
 JZ2255  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JZ2255  DYNAMIC HT  -         230.203 (meters)     755.26  (feet)  COMP
 JZ2255  MODELED GRAV-     980,015.0   (mgal)                       NAVD 88
 JZ2255
 JZ2255  VERT ORDER  -  SECOND    CLASS 0
 JZ2255
 JZ2255.The horizontal coordinates were scaled from a topographic map and have
 JZ2255.an estimated accuracy of +/- 6 seconds.
 JZ2255
 JZ2255.The orthometric height was determined by differential leveling
 JZ2255.and adjusted by the National Geodetic Survey in June 1991..
 JZ2255
 JZ2255.The geoid height was determined by GEOID03.
 JZ2255
 JZ2255.The dynamic height is computed by dividing the NAVD 88
 JZ2255.geopotential number by the normal gravity value computed on the
 JZ2255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2255.degrees latitude (g = 980.6199 gals.).
 JZ2255
 JZ2255.The modeled gravity was interpolated from observed gravity values.
 JZ2255
 JZ2255;                    North         East    Units  Estimated Accuracy
 JZ2255;SPC IN E     -   457,110.       91,910.      MT  (+/- 180 meters Scaled)
 JZ2255
 JZ2255                          SUPERSEDED SURVEY CONTROL
 JZ2255
 JZ2255  NGVD 29 (??/??/92)  230.460  (m)          756.10   (f) ADJ UNCH    2 0
 JZ2255
 JZ2255.Superseded values are not recommended for survey control.
 JZ2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2255.See file dsdata.txt to determine how the superseded data were derived.
 JZ2255
 JZ2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ067581(NAD 83)
 JZ2255_MARKER: DD = SURVEY DISK
 JZ2255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2255_STAMPING: 756 EOM 19 1946
 JZ2255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2255+STABILITY: SURFACE MOTION
 JZ2255
 JZ2255  HISTORY     - Date     Condition        Report By
 JZ2255  HISTORY     - 1946     MONUMENTED       USGS
 JZ2255  HISTORY     - 1947     GOOD             NGS
 JZ2255
 JZ2255                          STATION DESCRIPTION
 JZ2255
 JZ2255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ2255'AT NORRISTOWN.
 JZ2255'AT NORRISTOWN, AT THE SOUTHEAST CORNER OF THE YARD AT THE MASONIC
 JZ2255'TEMPLE (FORMERLY A SCHOOL BUILDING), 74 FEET SOUTHEAST OF THE
 JZ2255'SOUTHEAST CORNER OF THE BUILDING, 24.5 FEET WEST OF THE CENTER
 JZ2255'LINE OF STATE HIGHWAY 9, 5 FEET NORTH OF A HEDGE ROW, 1 FOOT
 JZ2255'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ2255'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 JZ2255'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0815 ***********************************************************************
 MD0815  DESIGNATION -  19 RHP
 MD0815  PID         -  MD0815
 MD0815  STATE/COUNTY-  IN/ALLEN
 MD0815  USGS QUAD   -  HUNTERTOWN (1981)
 MD0815
 MD0815                         *CURRENT SURVEY CONTROL
 MD0815  ___________________________________________________________________
 MD0815* NAD 83(1986)-  41 07 59.     (N)    085 14 45.     (W)     SCALED    
 MD0815* NAVD 88     -       258.105  (meters)     846.80   (feet)  ADJUSTED  
 MD0815  ___________________________________________________________________
 MD0815  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 MD0815  DYNAMIC HT  -         258.006 (meters)     846.47  (feet)  COMP
 MD0815  MODELED GRAV-     980,233.8   (mgal)                       NAVD 88
 MD0815
 MD0815  VERT ORDER  -  SECOND    CLASS 0
 MD0815
 MD0815.The horizontal coordinates were scaled from a topographic map and have
 MD0815.an estimated accuracy of +/- 6 seconds.
 MD0815
 MD0815.The orthometric height was determined by differential leveling
 MD0815.and adjusted by the National Geodetic Survey in June 1991..
 MD0815
 MD0815.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0815.See file dsdata.txt to determine how the superseded data were derived.
 MD0815
 MD0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL472550(NAD 83)
 MD0815_MARKER: DD = SURVEY DISK
 MD0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0815_STAMPING: 19 RHP 1951
 MD0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0815+STABILITY: SURFACE MOTION
 MD0815
 MD0815  HISTORY     - Date     Condition        Report By
 MD0815  HISTORY     - 1951     MONUMENTED       CGS
 MD0815  HISTORY     - 1963     GOOD             NGS
 MD0815
 MD0815                          STATION DESCRIPTION
 MD0815
 MD0815'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1605 ***********************************************************************
 LB1605  DESIGNATION -  191.097
 LB1605  PID         -  LB1605
 LB1605  STATE/COUNTY-  IN/WARREN
 LB1605  USGS QUAD   -  TAB (1986)
 LB1605
 LB1605                         *CURRENT SURVEY CONTROL
 LB1605  ___________________________________________________________________
 LB1605* NAD 83(1986)-  40 28 33.     (N)    087 28 26.     (W)     SCALED    
 LB1605* NAVD 88     -       232.611  (meters)     763.16   (feet)  ADJUSTED  
 LB1605  ___________________________________________________________________
 LB1605  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 LB1605  DYNAMIC HT  -         232.497 (meters)     762.78  (feet)  COMP
 LB1605  MODELED GRAV-     980,129.6   (mgal)                       NAVD 88
 LB1605
 LB1605  VERT ORDER  -  FIRST     CLASS II
 LB1605
 LB1605.The horizontal coordinates were scaled from a topographic map and have
 LB1605.an estimated accuracy of +/- 6 seconds.
 LB1605
 LB1605.The orthometric height was determined by differential leveling
 LB1605.and adjusted by the National Geodetic Survey in June 1991..
 LB1605
 LB1605.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1605.See file dsdata.txt to determine how the superseded data were derived.
 LB1605
 LB1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK598806(NAD 83)
 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             NGS
 LB1605
 LB1605                          STATION DESCRIPTION
 LB1605
 LB1605'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1244 ***********************************************************************
 LB1244  DESIGNATION -  191.800
 LB1244  PID         -  LB1244
 LB1244  STATE/COUNTY-  IN/BENTON
 LB1244  USGS QUAD   -  EARL PARK (1979)
 LB1244
 LB1244                         *CURRENT SURVEY CONTROL
 LB1244  ___________________________________________________________________
 LB1244* NAD 83(1986)-  40 41 45.     (N)    087 26 54.     (W)     SCALED    
 LB1244* NAVD 88     -       232.812  (meters)     763.82   (feet)  ADJUSTED  
 LB1244  ___________________________________________________________________
 LB1244  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 LB1244  DYNAMIC HT  -         232.703 (meters)     763.46  (feet)  COMP
 LB1244  MODELED GRAV-     980,153.3   (mgal)                       NAVD 88
 LB1244
 LB1244  VERT ORDER  -  FIRST     CLASS II
 LB1244
 LB1244.The horizontal coordinates were scaled from a topographic map and have
 LB1244.an estimated accuracy of +/- 6 seconds.
 LB1244
 LB1244.The orthometric height was determined by differential leveling
 LB1244.and adjusted by the National Geodetic Survey in June 1991..
 LB1244
 LB1244.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1244.See file dsdata.txt to determine how the superseded data were derived.
 LB1244
 LB1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL621050(NAD 83)
 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             NGS
 LB1244
 LB1244                          STATION DESCRIPTION
 LB1244
 LB1244'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1231 ***********************************************************************
 LB1231  DESIGNATION -  192.703
 LB1231  PID         -  LB1231
 LB1231  STATE/COUNTY-  IN/BENTON
 LB1231  USGS QUAD   -  BOSWELL (1980)
 LB1231
 LB1231                         *CURRENT SURVEY CONTROL
 LB1231  ___________________________________________________________________
 LB1231* NAD 83(1986)-  40 35 06.     (N)    087 27 40.     (W)     SCALED    
 LB1231* NAVD 88     -       233.119  (meters)     764.82   (feet)  ADJUSTED  
 LB1231  ___________________________________________________________________
 LB1231  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 LB1231  DYNAMIC HT  -         233.007 (meters)     764.46  (feet)  COMP
 LB1231  MODELED GRAV-     980,138.4   (mgal)                       NAVD 88
 LB1231
 LB1231  VERT ORDER  -  FIRST     CLASS II
 LB1231
 LB1231.The horizontal coordinates were scaled from a topographic map and have
 LB1231.an estimated accuracy of +/- 6 seconds.
 LB1231
 LB1231.The orthometric height was determined by differential leveling
 LB1231.and adjusted by the National Geodetic Survey in June 1991..
 LB1231
 LB1231.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1231.See file dsdata.txt to determine how the superseded data were derived.
 LB1231
 LB1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK609927(NAD 83)
 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     - UNK      MONUMENTED       CGS
 LB1231  HISTORY     - 1934     GOOD             NGS
 LB1231
 LB1231                          STATION DESCRIPTION
 LB1231
 LB1231'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0064 ***********************************************************************
 LB0064  DESIGNATION -  194
 LB0064  PID         -  LB0064
 LB0064  STATE/COUNTY-  IN/CASS
 LB0064  USGS QUAD   -  ANOKA (1980)
 LB0064
 LB0064                         *CURRENT SURVEY CONTROL
 LB0064  ___________________________________________________________________
 LB0064* NAD 83(1986)-  40 43 58.     (N)    086 18 42.     (W)     SCALED    
 LB0064* NAVD 88     -       197.270  (meters)     647.21   (feet)  ADJUSTED  
 LB0064  ___________________________________________________________________
 LB0064  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 LB0064  DYNAMIC HT  -         197.175 (meters)     646.90  (feet)  COMP
 LB0064  MODELED GRAV-     980,140.0   (mgal)                       NAVD 88
 LB0064
 LB0064  VERT ORDER  -  SECOND    CLASS 0
 LB0064
 LB0064.The horizontal coordinates were scaled from a topographic map and have
 LB0064.an estimated accuracy of +/- 6 seconds.
 LB0064
 LB0064.The orthometric height was determined by differential leveling
 LB0064.and adjusted by the National Geodetic Survey in June 1991..
 LB0064
 LB0064.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0064.See file dsdata.txt to determine how the superseded data were derived.
 LB0064
 LB0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL581093(NAD 83)
 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   NGS
 LB0064
 LB0064                          STATION DESCRIPTION
 LB0064
 LB0064'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1226 ***********************************************************************
 LB1226  DESIGNATION -  194.265
 LB1226  PID         -  LB1226
 LB1226  STATE/COUNTY-  IN/BENTON
 LB1226  USGS QUAD   -  BOSWELL (1980)
 LB1226
 LB1226                         *CURRENT SURVEY CONTROL
 LB1226  ___________________________________________________________________
 LB1226* NAD 83(1986)-  40 32 06.     (N)    087 28 02.     (W)     SCALED    
 LB1226* NAVD 88     -       233.602  (meters)     766.41   (feet)  ADJUSTED  
 LB1226  ___________________________________________________________________
 LB1226  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 LB1226  DYNAMIC HT  -         233.489 (meters)     766.04  (feet)  COMP
 LB1226  MODELED GRAV-     980,133.3   (mgal)                       NAVD 88
 LB1226
 LB1226  VERT ORDER  -  FIRST     CLASS II
 LB1226
 LB1226.The horizontal coordinates were scaled from a topographic map and have
 LB1226.an estimated accuracy of +/- 6 seconds.
 LB1226
 LB1226.The orthometric height was determined by differential leveling
 LB1226.and adjusted by the National Geodetic Survey in June 1991..
 LB1226
 LB1226.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1226.See file dsdata.txt to determine how the superseded data were derived.
 LB1226
 LB1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK604872(NAD 83)
 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             NGS
 LB1226
 LB1226                          STATION DESCRIPTION
 LB1226
 LB1226'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1230 ***********************************************************************
 LB1230  DESIGNATION -  197.722
 LB1230  PID         -  LB1230
 LB1230  STATE/COUNTY-  IN/BENTON
 LB1230  USGS QUAD   -  BOSWELL (1980)
 LB1230
 LB1230                         *CURRENT SURVEY CONTROL
 LB1230  ___________________________________________________________________
 LB1230* NAD 83(1986)-  40 34 41.     (N)    087 27 42.     (W)     SCALED    
 LB1230* NAVD 88     -       234.657  (meters)     769.87   (feet)  ADJUSTED  
 LB1230  ___________________________________________________________________
 LB1230  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 LB1230  DYNAMIC HT  -         234.544 (meters)     769.50  (feet)  COMP
 LB1230  MODELED GRAV-     980,137.6   (mgal)                       NAVD 88
 LB1230
 LB1230  VERT ORDER  -  FIRST     CLASS II
 LB1230
 LB1230.The horizontal coordinates were scaled from a topographic map and have
 LB1230.an estimated accuracy of +/- 6 seconds.
 LB1230
 LB1230.The orthometric height was determined by differential leveling
 LB1230.and adjusted by the National Geodetic Survey in June 1991..
 LB1230
 LB1230.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1230.See file dsdata.txt to determine how the superseded data were derived.
 LB1230
 LB1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK609920(NAD 83)
 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             NGS
 LB1230
 LB1230                          STATION DESCRIPTION
 LB1230
 LB1230'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0238 ***********************************************************************
 LA0238  DESIGNATION -  199
 LA0238  PID         -  LA0238
 LA0238  STATE/COUNTY-  IN/RANDOLPH
 LA0238  USGS QUAD   -  UNION CITY (1994)
 LA0238
 LA0238                         *CURRENT SURVEY CONTROL
 LA0238  ___________________________________________________________________
 LA0238* NAD 83(1986)-  40 11 41.     (N)    084 49 32.     (W)     SCALED    
 LA0238* NAVD 88     -       334.626  (meters)    1097.85   (feet)  ADJUSTED  
 LA0238  ___________________________________________________________________
 LA0238  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 LA0238  DYNAMIC HT  -         334.448 (meters)    1097.27  (feet)  COMP
 LA0238  MODELED GRAV-     980,085.3   (mgal)                       NAVD 88
 LA0238
 LA0238  VERT ORDER  -  SECOND    CLASS 0
 LA0238
 LA0238.The horizontal coordinates were scaled from a topographic map and have
 LA0238.an estimated accuracy of +/- 6 seconds.
 LA0238
 LA0238.The orthometric height was determined by differential leveling
 LA0238.and adjusted by the National Geodetic Survey in June 1991..
 LA0238
 LA0238.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0238.See file dsdata.txt to determine how the superseded data were derived.
 LA0238
 LA0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK850516(NAD 83)
 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             NGS
 LA0238
 LA0238                          STATION DESCRIPTION
 LA0238
 LA0238'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0443 ***********************************************************************
 LB0443  DESIGNATION -  199.02
 LB0443  PID         -  LB0443
 LB0443  STATE/COUNTY-  IN/CLINTON
 LB0443  USGS QUAD   -  MICHIGANTOWN (1980)
 LB0443
 LB0443                         *CURRENT SURVEY CONTROL
 LB0443  ___________________________________________________________________
 LB0443* NAD 83(1986)-  40 19 47.     (N)    086 23 38.     (W)     SCALED    
 LB0443* NAVD 88     -       265.751  (meters)     871.88   (feet)  ADJUSTED  
 LB0443  ___________________________________________________________________
 LB0443  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 LB0443  DYNAMIC HT  -         265.610 (meters)     871.42  (feet)  COMP
 LB0443  MODELED GRAV-     980,088.0   (mgal)                       NAVD 88
 LB0443
 LB0443  VERT ORDER  -  SECOND    CLASS 0
 LB0443
 LB0443.The horizontal coordinates were scaled from a topographic map and have
 LB0443.an estimated accuracy of +/- 6 seconds.
 LB0443
 LB0443.The orthometric height was determined by differential leveling
 LB0443.and adjusted by the National Geodetic Survey in June 1991..
 LB0443
 LB0443.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0443.See file dsdata.txt to determine how the superseded data were derived.
 LB0443
 LB0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK514645(NAD 83)
 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             NGS
 LB0443
 LB0443                          STATION DESCRIPTION
 LB0443
 LB0443'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1131 ***********************************************************************
 KA1131  DESIGNATION -  2
 KA1131  PID         -  KA1131
 KA1131  STATE/COUNTY-  IN/VIGO
 KA1131  USGS QUAD   -  TERRE HAUTE (1993)
 KA1131
 KA1131                         *CURRENT SURVEY CONTROL
 KA1131  ___________________________________________________________________
 KA1131* NAD 83(1986)-  39 28 36.     (N)    087 24 59.     (W)     SCALED    
 KA1131* NAVD 88     -       152.76   (+/-2cm)     501.2    (feet)  VERTCON   
 KA1131  ___________________________________________________________________
 KA1131  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KA1131
 KA1131  VERT ORDER  -  THIRD (See Below)
 KA1131
 KA1131.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1131
 KA1131.The geoid height was determined by GEOID03.
 KA1131
 KA1131;                    North         East    Units  Estimated Accuracy
 KA1131;SPC IN W     -   469,470.      871,340.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1131.See file dsdata.txt to determine how the superseded data were derived.
 KA1131
 KA1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ641697(NAD 83)
 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 = OCTOBER  6, 2006
 HZ0812 ***********************************************************************
 HZ0812  DESIGNATION -  2
 HZ0812  PID         -  HZ0812
 HZ0812  STATE/COUNTY-  IN/SWITZERLAND
 HZ0812  USGS QUAD   -  FLORENCE (1994)
 HZ0812
 HZ0812                         *CURRENT SURVEY CONTROL
 HZ0812  ___________________________________________________________________
 HZ0812* NAD 83(1986)-  38 46 54.     (N)    084 57 49.     (W)     SCALED    
 HZ0812* NAVD 88     -       143.458  (meters)     470.66   (feet)  ADJUSTED  
 HZ0812  ___________________________________________________________________
 HZ0812  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ0812  DYNAMIC HT  -         143.367 (meters)     470.36  (feet)  COMP
 HZ0812  MODELED GRAV-     979,991.5   (mgal)                       NAVD 88
 HZ0812
 HZ0812  VERT ORDER  -  FIRST     CLASS II
 HZ0812
 HZ0812.The horizontal coordinates were scaled from a topographic map and have
 HZ0812.an estimated accuracy of +/- 6 seconds.
 HZ0812
 HZ0812.The orthometric height was determined by differential leveling
 HZ0812.and adjusted by the National Geodetic Survey in June 1991..
 HZ0812
 HZ0812.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0812.See file dsdata.txt to determine how the superseded data were derived.
 HZ0812
 HZ0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH768945(NAD 83)
 HZ0812_MARKER: DD = SURVEY DISK
 HZ0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0812_SP_SET: 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       DOD
 HZ0812  HISTORY     - 1965     GOOD             NGS
 HZ0812
 HZ0812                          STATION DESCRIPTION
 HZ0812
 HZ0812'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0240 ***********************************************************************
 LA0240  DESIGNATION -  201
 LA0240  PID         -  LA0240
 LA0240  STATE/COUNTY-  IN/RANDOLPH
 LA0240  USGS QUAD   -  UNION CITY (1994)
 LA0240
 LA0240                         *CURRENT SURVEY CONTROL
 LA0240  ___________________________________________________________________
 LA0240* NAD 83(1986)-  40 11 28.     (N)    084 50 52.     (W)     SCALED    
 LA0240* NAVD 88     -       333.871  (meters)    1095.38   (feet)  ADJUSTED  
 LA0240  ___________________________________________________________________
 LA0240  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 LA0240  DYNAMIC HT  -         333.693 (meters)    1094.79  (feet)  COMP
 LA0240  MODELED GRAV-     980,084.9   (mgal)                       NAVD 88
 LA0240
 LA0240  VERT ORDER  -  SECOND    CLASS 0
 LA0240
 LA0240.The horizontal coordinates were scaled from a topographic map and have
 LA0240.an estimated accuracy of +/- 6 seconds.
 LA0240
 LA0240.The orthometric height was determined by differential leveling
 LA0240.and adjusted by the National Geodetic Survey in June 1991..
 LA0240
 LA0240.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0240.See file dsdata.txt to determine how the superseded data were derived.
 LA0240
 LA0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK832511(NAD 83)
 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             NGS
 LA0240
 LA0240                          STATION DESCRIPTION
 LA0240
 LA0240'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0865 ***********************************************************************
 LB0865  DESIGNATION -  201
 LB0865  PID         -  LB0865
 LB0865  STATE/COUNTY-  IN/TIPPECANOE
 LB0865  USGS QUAD   -  LAFAYETTE WEST (1987)
 LB0865
 LB0865                         *CURRENT SURVEY CONTROL
 LB0865  ___________________________________________________________________
 LB0865* NAD 83(1986)-  40 25 15.     (N)    086 53 43.     (W)     SCALED    
 LB0865* NAVD 88     -       163.357  (meters)     535.95   (feet)  ADJUSTED  
 LB0865  ___________________________________________________________________
 LB0865  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 LB0865  DYNAMIC HT  -         163.277 (meters)     535.68  (feet)  COMP
 LB0865  MODELED GRAV-     980,131.5   (mgal)                       NAVD 88
 LB0865
 LB0865  VERT ORDER  -  SECOND    CLASS 0
 LB0865
 LB0865.The horizontal coordinates were scaled from a topographic map and have
 LB0865.an estimated accuracy of +/- 6 seconds.
 LB0865
 LB0865.The orthometric height was determined by differential leveling
 LB0865.and adjusted by the National Geodetic Survey in June 1991..
 LB0865
 LB0865.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0865.See file dsdata.txt to determine how the superseded data were derived.
 LB0865
 LB0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK088744(NAD 83)
 LB0865_MARKER: DD = SURVEY DISK
 LB0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0865_STAMPING: 201
 LB0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0865+STABILITY: SURFACE MOTION
 LB0865
 LB0865  HISTORY     - Date     Condition        Report By
 LB0865  HISTORY     - UNK      MONUMENTED       INGS
 LB0865  HISTORY     - 1941     MARK NOT FOUND   NGS
 LB0865
 LB0865                          STATION DESCRIPTION
 LB0865
 LB0865'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0243 ***********************************************************************
 KA0243  DESIGNATION -  201
 KA0243  PID         -  KA0243
 KA0243  STATE/COUNTY-  IN/HAMILTON
 KA0243  USGS QUAD   -  CARMEL (1988)
 KA0243
 KA0243                         *CURRENT SURVEY CONTROL
 KA0243  ___________________________________________________________________
 KA0243* NAD 83(1986)-  39 59 19.     (N)    086 07 53.     (W)     SCALED    
 KA0243* NAVD 88     -       252.716  (meters)     829.12   (feet)  ADJUSTED  
 KA0243  ___________________________________________________________________
 KA0243  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KA0243  DYNAMIC HT  -         252.577 (meters)     828.66  (feet)  COMP
 KA0243  MODELED GRAV-     980,069.6   (mgal)                       NAVD 88
 KA0243
 KA0243  VERT ORDER  -  SECOND    CLASS 0
 KA0243
 KA0243.The horizontal coordinates were scaled from a topographic map and have
 KA0243.an estimated accuracy of +/- 6 seconds.
 KA0243
 KA0243.The orthometric height was determined by differential leveling
 KA0243.and adjusted by the National Geodetic Survey in June 1991..
 KA0243
 KA0243.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0243.See file dsdata.txt to determine how the superseded data were derived.
 KA0243
 KA0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK741268(NAD 83)
 KA0243_MARKER: DD = SURVEY DISK
 KA0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0243_STAMPING: 201
 KA0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0243+STABILITY: SURFACE MOTION
 KA0243
 KA0243  HISTORY     - Date     Condition        Report By
 KA0243  HISTORY     - UNK      MONUMENTED       INGS
 KA0243  HISTORY     - 1935     GOOD             NGS
 KA0243  HISTORY     - 1967     MARK NOT FOUND   USGS
 KA0243
 KA0243                          STATION DESCRIPTION
 KA0243
 KA0243'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0864 ***********************************************************************
 LB0864  DESIGNATION -  202
 LB0864  PID         -  LB0864
 LB0864  STATE/COUNTY-  IN/TIPPECANOE
 LB0864  USGS QUAD   -  LAFAYETTE WEST (1987)
 LB0864
 LB0864                         *CURRENT SURVEY CONTROL
 LB0864  ___________________________________________________________________
 LB0864* NAD 83(1986)-  40 25 15.     (N)    086 53 22.     (W)     SCALED    
 LB0864* NAVD 88     -       172.857  (meters)     567.12   (feet)  ADJUSTED  
 LB0864  ___________________________________________________________________
 LB0864  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 LB0864  DYNAMIC HT  -         172.772 (meters)     566.84  (feet)  COMP
 LB0864  MODELED GRAV-     980,130.5   (mgal)                       NAVD 88
 LB0864
 LB0864  VERT ORDER  -  SECOND    CLASS 0
 LB0864
 LB0864.The horizontal coordinates were scaled from a topographic map and have
 LB0864.an estimated accuracy of +/- 6 seconds.
 LB0864
 LB0864.The orthometric height was determined by differential leveling
 LB0864.and adjusted by the National Geodetic Survey in June 1991..
 LB0864
 LB0864.The geoid height was determined by GEOID03.
 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     -   574,260.      916,450.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0864.See file dsdata.txt to determine how the superseded data were derived.
 LB0864
 LB0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK093744(NAD 83)
 LB0864_MARKER: DD = SURVEY DISK
 LB0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0864_STAMPING: 202
 LB0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0864+STABILITY: SURFACE MOTION
 LB0864
 LB0864  HISTORY     - Date     Condition        Report By
 LB0864  HISTORY     - UNK      MONUMENTED       INGS
 LB0864  HISTORY     - 1935     GOOD             NGS
 LB0864
 LB0864                          STATION DESCRIPTION
 LB0864
 LB0864'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0245 ***********************************************************************
 KA0245  DESIGNATION -  202
 KA0245  PID         -  KA0245
 KA0245  STATE/COUNTY-  IN/HAMILTON
 KA0245  USGS QUAD   -  CARMEL (1988)
 KA0245
 KA0245                         *CURRENT SURVEY CONTROL
 KA0245  ___________________________________________________________________
 KA0245* NAD 83(1986)-  39 59 07.     (N)    086 07 48.     (W)     SCALED    
 KA0245* NAVD 88     -       250.060  (meters)     820.41   (feet)  ADJUSTED  
 KA0245  ___________________________________________________________________
 KA0245  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KA0245  DYNAMIC HT  -         249.922 (meters)     819.95  (feet)  COMP
 KA0245  MODELED GRAV-     980,069.6   (mgal)                       NAVD 88
 KA0245
 KA0245  VERT ORDER  -  SECOND    CLASS 0
 KA0245
 KA0245.The horizontal coordinates were scaled from a topographic map and have
 KA0245.an estimated accuracy of +/- 6 seconds.
 KA0245
 KA0245.The orthometric height was determined by differential leveling
 KA0245.and adjusted by the National Geodetic Survey in June 1991..
 KA0245
 KA0245.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0245.See file dsdata.txt to determine how the superseded data were derived.
 KA0245
 KA0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK742264(NAD 83)
 KA0245_MARKER: DD = SURVEY DISK
 KA0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0245_STAMPING: 202
 KA0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0245+STABILITY: SURFACE MOTION
 KA0245
 KA0245  HISTORY     - Date     Condition        Report By
 KA0245  HISTORY     - UNK      MONUMENTED       INGS
 KA0245  HISTORY     - 1935     GOOD             NGS
 KA0245  HISTORY     - 1967     MARK NOT FOUND   USGS
 KA0245
 KA0245                          STATION DESCRIPTION
 KA0245
 KA0245'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ0982 ***********************************************************************
 HZ0982  DESIGNATION -  202
 HZ0982  PID         -  HZ0982
 HZ0982  STATE/COUNTY-  IN/JEFFERSON
 HZ0982  USGS QUAD   -  CLIFTY FALLS (1992)
 HZ0982
 HZ0982                         *CURRENT SURVEY CONTROL
 HZ0982  ___________________________________________________________________
 HZ0982* NAD 83(1986)-  38 51 14.     (N)    085 28 42.     (W)     SCALED    
 HZ0982* NAVD 88     -       246.713  (meters)     809.42   (feet)  ADJUSTED  
 HZ0982  ___________________________________________________________________
 HZ0982  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 HZ0982  DYNAMIC HT  -         246.552 (meters)     808.90  (feet)  COMP
 HZ0982  MODELED GRAV-     979,969.4   (mgal)                       NAVD 88
 HZ0982
 HZ0982  VERT ORDER  -  SECOND    CLASS 0
 HZ0982
 HZ0982.The horizontal coordinates were scaled from a topographic map and have
 HZ0982.an estimated accuracy of +/- 6 seconds.
 HZ0982
 HZ0982.The orthometric height was determined by differential leveling
 HZ0982.and adjusted by the National Geodetic Survey in June 1991..
 HZ0982
 HZ0982.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0982.See file dsdata.txt to determine how the superseded data were derived.
 HZ0982
 HZ0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ320016(NAD 83)
 HZ0982_MARKER: DD = SURVEY DISK
 HZ0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0982_STAMPING: STATION NO 202
 HZ0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0982+STABILITY: SURFACE MOTION
 HZ0982
 HZ0982  HISTORY     - Date     Condition        Report By
 HZ0982  HISTORY     - UNK      MONUMENTED       INGS
 HZ0982  HISTORY     - 1935     GOOD             NGS
 HZ0982
 HZ0982                          STATION DESCRIPTION
 HZ0982
 HZ0982'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0863 ***********************************************************************
 LB0863  DESIGNATION -  203
 LB0863  PID         -  LB0863
 LB0863  STATE/COUNTY-  IN/TIPPECANOE
 LB0863  USGS QUAD   -  LAFAYETTE WEST (1987)
 LB0863
 LB0863                         *CURRENT SURVEY CONTROL
 LB0863  ___________________________________________________________________
 LB0863* NAD 83(1986)-  40 25 14.     (N)    086 52 59.     (W)     SCALED    
 LB0863* NAVD 88     -       177.637  (meters)     582.80   (feet)  ADJUSTED  
 LB0863  ___________________________________________________________________
 LB0863  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 LB0863  DYNAMIC HT  -         177.550 (meters)     582.51  (feet)  COMP
 LB0863  MODELED GRAV-     980,129.5   (mgal)                       NAVD 88
 LB0863
 LB0863  VERT ORDER  -  SECOND    CLASS 0
 LB0863
 LB0863.The horizontal coordinates were scaled from a topographic map and have
 LB0863.an estimated accuracy of +/- 6 seconds.
 LB0863
 LB0863.The orthometric height was determined by differential leveling
 LB0863.and adjusted by the National Geodetic Survey in June 1991..
 LB0863
 LB0863.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0863.See file dsdata.txt to determine how the superseded data were derived.
 LB0863
 LB0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK099744(NAD 83)
 LB0863_MARKER: DD = SURVEY DISK
 LB0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0863_STAMPING: 203
 LB0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0863+STABILITY: SURFACE MOTION
 LB0863
 LB0863  HISTORY     - Date     Condition        Report By
 LB0863  HISTORY     - UNK      MONUMENTED       INGS
 LB0863  HISTORY     - 1935     GOOD             NGS
 LB0863  HISTORY     - 1965     GOOD             NGS
 LB0863
 LB0863                          STATION DESCRIPTION
 LB0863
 LB0863'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1965
 LB0863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0247 ***********************************************************************
 KA0247  DESIGNATION -  203
 KA0247  PID         -  KA0247
 KA0247  STATE/COUNTY-  IN/HAMILTON
 KA0247  USGS QUAD   -  CARMEL (1988)
 KA0247
 KA0247                         *CURRENT SURVEY CONTROL
 KA0247  ___________________________________________________________________
 KA0247* NAD 83(1986)-  39 58 43.     (N)    086 07 47.     (W)     SCALED    
 KA0247* NAVD 88     -       252.876  (meters)     829.64   (feet)  ADJUSTED  
 KA0247  ___________________________________________________________________
 KA0247  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KA0247  DYNAMIC HT  -         252.737 (meters)     829.19  (feet)  COMP
 KA0247  MODELED GRAV-     980,069.6   (mgal)                       NAVD 88
 KA0247
 KA0247  VERT ORDER  -  SECOND    CLASS 0
 KA0247
 KA0247.The horizontal coordinates were scaled from a topographic map and have
 KA0247.an estimated accuracy of +/- 6 seconds.
 KA0247
 KA0247.The orthometric height was determined by differential leveling
 KA0247.and adjusted by the National Geodetic Survey in June 1991..
 KA0247
 KA0247.The geoid height was determined by GEOID03.
 KA0247
 KA0247.The dynamic height is computed by dividing the NAVD 88
 KA0247.geopotential number by the normal gravity value computed on the
 KA0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0247.degrees latitude (g = 980.6199 gals.).
 KA0247
 KA0247.The modeled gravity was interpolated from observed gravity values.
 KA0247
 KA0247;                    North         East    Units  Estimated Accuracy
 KA0247;SPC IN E     -   525,250.       60,450.      MT  (+/- 180 meters Scaled)
 KA0247
 KA0247                          SUPERSEDED SURVEY CONTROL
 KA0247
 KA0247  NGVD 29 (??/??/92)  253.001  (m)          830.05   (f) ADJ UNCH    2 0
 KA0247
 KA0247.Superseded values are not recommended for survey control.
 KA0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0247.See file dsdata.txt to determine how the superseded data were derived.
 KA0247
 KA0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK743257(NAD 83)
 KA0247_MARKER: DD = SURVEY DISK
 KA0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0247_STAMPING: 203
 KA0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0247+STABILITY: SURFACE MOTION
 KA0247
 KA0247  HISTORY     - Date     Condition        Report By
 KA0247  HISTORY     - UNK      MONUMENTED       INGS
 KA0247  HISTORY     - 1946     GOOD             NGS
 KA0247  HISTORY     - 1967     MARK NOT FOUND   USGS
 KA0247  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KA0247
 KA0247                          STATION DESCRIPTION
 KA0247
 KA0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 KA0247'AT CARMEL.
 KA0247'AT CARMEL, HAMILTON COUNTY, ON THE CHICAGO, INDIANAPOLIS AND
 KA0247'LOUISVILLE RAILWAY, 135 YARDS SOUTH OF THE STATION, 63 YARDS
 KA0247'SOUTH OF A MAIL-BAG SUPPORT, 54 YARDS NORTH OF THE STANDARD OIL
 KA0247'CO. TANK-CAR DRAIN, 16 YARDS WEST OF A CEMENT-BLOCK COAL-STORAGE
 KA0247'BUILDING, 2 YARDS WEST OF THE WEST RAIL, 1 FOOT EAST OF A WHITE
 KA0247'WOODEN WITNESS POST, AND LEVEL WITH THE TRACK.  A STATE SURVEY
 KA0247'STANDARD DISK, STAMPED 203 AND SET IN THE TOP OF A CONCRETE POST.
 KA0247
 KA0247                          STATION RECOVERY (1967)
 KA0247
 KA0247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KA0247'MARK NOT FOUND.
 KA0247
 KA0247                          STATION RECOVERY (1990)
 KA0247
 KA0247'RECOVERY NOTE BY US POWER SQUADRON 1990 (GRP)
 KA0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1054 ***********************************************************************
 ME1054  DESIGNATION -  206
 ME1054  PID         -  ME1054
 ME1054  STATE/COUNTY-  IN/LAKE
 ME1054  USGS QUAD   -  GARY (1991)
 ME1054
 ME1054                         *CURRENT SURVEY CONTROL
 ME1054  ___________________________________________________________________
 ME1054* NAD 83(1986)-  41 36 22.     (N)    087 20 13.     (W)     SCALED    
 ME1054* NAVD 88     -       186.724  (meters)     612.61   (feet)  ADJUSTED  
 ME1054  ___________________________________________________________________
 ME1054  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME1054  DYNAMIC HT  -         186.655 (meters)     612.38  (feet)  COMP
 ME1054  MODELED GRAV-     980,251.7   (mgal)                       NAVD 88
 ME1054
 ME1054  VERT ORDER  -  FIRST     CLASS II
 ME1054
 ME1054.The horizontal coordinates were scaled from a topographic map and have
 ME1054.an estimated accuracy of +/- 6 seconds.
 ME1054
 ME1054.The orthometric height was determined by differential leveling
 ME1054.and adjusted by the National Geodetic Survey in June 1991..
 ME1054.WARNING-Repeat measurements at this control monument indicate possible
 ME1054.vertical movement.
 ME1054
 ME1054.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME1054
 ME1054  NGVD 29 (01/19/93)  186.839  (m)          612.99   (f) ADJUSTED    1 2
 ME1054
 ME1054.Superseded values are not recommended for survey control.
 ME1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1054.See file dsdata.txt to determine how the superseded data were derived.
 ME1054
 ME1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM719061(NAD 83)
 ME1054_MARKER: DB = BENCH MARK DISK
 ME1054_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1054_SP_SET: HEADWALL
 ME1054_STAMPING: 206
 ME1054_MARK LOGO: INGS  
 ME1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1054+STABILITY: SURFACE MOTION
 ME1054
 ME1054  HISTORY     - Date     Condition        Report By
 ME1054  HISTORY     - UNK      MONUMENTED       INGS
 ME1054  HISTORY     - 1934     GOOD             NGS
 ME1054  HISTORY     - 1985     GOOD             NGS
 ME1054
 ME1054                          STATION DESCRIPTION
 ME1054
 ME1054'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0249 ***********************************************************************
 LA0249  DESIGNATION -  208
 LA0249  PID         -  LA0249
 LA0249  STATE/COUNTY-  IN/RANDOLPH
 LA0249  USGS QUAD   -  WINCHESTER (1994)
 LA0249
 LA0249                         *CURRENT SURVEY CONTROL
 LA0249  ___________________________________________________________________
 LA0249* NAD 83(1986)-  40 10 29.     (N)    084 58 35.     (W)     SCALED    
 LA0249* NAVD 88     -       332.742  (meters)    1091.67   (feet)  ADJUSTED  
 LA0249  ___________________________________________________________________
 LA0249  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 LA0249  DYNAMIC HT  -         332.565 (meters)    1091.09  (feet)  COMP
 LA0249  MODELED GRAV-     980,083.3   (mgal)                       NAVD 88
 LA0249
 LA0249  VERT ORDER  -  SECOND    CLASS 0
 LA0249
 LA0249.The horizontal coordinates were scaled from a topographic map and have
 LA0249.an estimated accuracy of +/- 6 seconds.
 LA0249
 LA0249.The orthometric height was determined by differential leveling
 LA0249.and adjusted by the National Geodetic Survey in June 1991..
 LA0249
 LA0249.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0249.See file dsdata.txt to determine how the superseded data were derived.
 LA0249
 LA0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK723491(NAD 83)
 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             NGS
 LA0249
 LA0249                          STATION DESCRIPTION
 LA0249
 LA0249'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0254 ***********************************************************************
 LA0254  DESIGNATION -  209
 LA0254  PID         -  LA0254
 LA0254  STATE/COUNTY-  IN/RANDOLPH
 LA0254  USGS QUAD   -  WINCHESTER (1994)
 LA0254
 LA0254                         *CURRENT SURVEY CONTROL
 LA0254  ___________________________________________________________________
 LA0254* NAD 83(1986)-  40 10 32.     (N)    084 59 24.     (W)     SCALED    
 LA0254* NAVD 88     -       332.540  (meters)    1091.01   (feet)  ADJUSTED  
 LA0254  ___________________________________________________________________
 LA0254  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 LA0254  DYNAMIC HT  -         332.363 (meters)    1090.43  (feet)  COMP
 LA0254  MODELED GRAV-     980,082.7   (mgal)                       NAVD 88
 LA0254
 LA0254  VERT ORDER  -  SECOND    CLASS 0
 LA0254
 LA0254.The horizontal coordinates were scaled from a topographic map and have
 LA0254.an estimated accuracy of +/- 6 seconds.
 LA0254
 LA0254.The orthometric height was determined by differential leveling
 LA0254.and adjusted by the National Geodetic Survey in June 1991..
 LA0254
 LA0254.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0254.See file dsdata.txt to determine how the superseded data were derived.
 LA0254
 LA0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK711491(NAD 83)
 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             NGS
 LA0254
 LA0254                          STATION DESCRIPTION
 LA0254
 LA0254'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0966 ***********************************************************************
 KA0966  DESIGNATION -  21 M
 KA0966  PID         -  KA0966
 KA0966  STATE/COUNTY-  IN/PARKE
 KA0966  USGS QUAD   -  WALLACE (1961)
 KA0966
 KA0966                         *CURRENT SURVEY CONTROL
 KA0966  ___________________________________________________________________
 KA0966* NAD 83(1986)-  39 54 41.     (N)    087 14 32.     (W)     SCALED    
 KA0966* NAVD 88     -       164.730  (meters)     540.45   (feet)  ADJUSTED  
 KA0966  ___________________________________________________________________
 KA0966  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KA0966  DYNAMIC HT  -         164.640 (meters)     540.16  (feet)  COMP
 KA0966  MODELED GRAV-     980,072.8   (mgal)                       NAVD 88
 KA0966
 KA0966  VERT ORDER  -  SECOND    CLASS 0
 KA0966
 KA0966.The horizontal coordinates were scaled from a topographic map and have
 KA0966.an estimated accuracy of +/- 6 seconds.
 KA0966
 KA0966.The orthometric height was determined by differential leveling
 KA0966.and adjusted by the National Geodetic Survey in June 1991..
 KA0966
 KA0966.The geoid height was determined by GEOID03.
 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     -   517,690.      886,420.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0966.See file dsdata.txt to determine how the superseded data were derived.
 KA0966
 KA0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK792179(NAD 83)
 KA0966_MARKER: DD = SURVEY DISK
 KA0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0966_STAMPING: 540 21M 1946
 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             NGS
 KA0966
 KA0966                          STATION DESCRIPTION
 KA0966
 KA0966'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0509 ***********************************************************************
 JA0509  DESIGNATION -  21 M USGS
 JA0509  PID         -  JA0509
 JA0509  STATE/COUNTY-  IN/PERRY
 JA0509  USGS QUAD   -  BEECHWOOD (1993)
 JA0509
 JA0509                         *CURRENT SURVEY CONTROL
 JA0509  ___________________________________________________________________
 JA0509* NAD 83(1986)-  38 09 16.     (N)    086 29 57.     (W)     SCALED    
 JA0509* NAVD 88     -       246.488  (meters)     808.69   (feet)  ADJUSTED  
 JA0509  ___________________________________________________________________
 JA0509  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JA0509  DYNAMIC HT  -         246.309 (meters)     808.10  (feet)  COMP
 JA0509  MODELED GRAV-     979,897.5   (mgal)                       NAVD 88
 JA0509
 JA0509  VERT ORDER  -  FIRST     CLASS II
 JA0509
 JA0509.The horizontal coordinates were scaled from a topographic map and have
 JA0509.an estimated accuracy of +/- 6 seconds.
 JA0509
 JA0509.The orthometric height was determined by differential leveling
 JA0509.and adjusted by the National Geodetic Survey in June 1991..
 JA0509
 JA0509.The geoid height was determined by GEOID03.
 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     -   322,800.      951,200.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0509.See file dsdata.txt to determine how the superseded data were derived.
 JA0509
 JA0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH438230(NAD 83)
 JA0509_MARKER: DD = SURVEY DISK
 JA0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0509_STAMPING: 21 M 1947 809
 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             NGS
 JA0509
 JA0509                          STATION DESCRIPTION
 JA0509
 JA0509'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0991 ***********************************************************************
 LA0991  DESIGNATION -  211
 LA0991  PID         -  LA0991
 LA0991  STATE/COUNTY-  IN/RANDOLPH
 LA0991  USGS QUAD   -  MAXVILLE (1994)
 LA0991
 LA0991                         *CURRENT SURVEY CONTROL
 LA0991  ___________________________________________________________________
 LA0991* NAD 83(1986)-  40 10 51.     (N)    085 02 07.     (W)     SCALED    
 LA0991* NAVD 88     -       324.584  (meters)    1064.91   (feet)  ADJUSTED  
 LA0991  ___________________________________________________________________
 LA0991  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 LA0991  DYNAMIC HT  -         324.409 (meters)    1064.33  (feet)  COMP
 LA0991  MODELED GRAV-     980,079.0   (mgal)                       NAVD 88
 LA0991
 LA0991  VERT ORDER  -  SECOND    CLASS 0
 LA0991
 LA0991.The horizontal coordinates were scaled from a topographic map and have
 LA0991.an estimated accuracy of +/- 6 seconds.
 LA0991
 LA0991.The orthometric height was determined by differential leveling
 LA0991.and adjusted by the National Geodetic Survey in June 1991..
 LA0991
 LA0991.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0991.See file dsdata.txt to determine how the superseded data were derived.
 LA0991
 LA0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK672496(NAD 83)
 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             NGS
 LA0991
 LA0991                          STATION DESCRIPTION
 LA0991
 LA0991'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1557 ***********************************************************************
 KA1557  DESIGNATION -  212=TT 211
 KA1557  PID         -  KA1557
 KA1557  STATE/COUNTY-  IN/VERMILLION
 KA1557  USGS QUAD   -  NEWPORT (1980)
 KA1557
 KA1557                         *CURRENT SURVEY CONTROL
 KA1557  ___________________________________________________________________
 KA1557* NAD 83(1986)-  39 57 10.     (N)    087 27 45.     (W)     SCALED    
 KA1557* NAVD 88     -       154.813  (meters)     507.92   (feet)  ADJUSTED  
 KA1557  ___________________________________________________________________
 KA1557  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KA1557  DYNAMIC HT  -         154.732 (meters)     507.65  (feet)  COMP
 KA1557  MODELED GRAV-     980,098.4   (mgal)                       NAVD 88
 KA1557
 KA1557  VERT ORDER  -  FIRST     CLASS II
 KA1557
 KA1557.The horizontal coordinates were scaled from a topographic map and have
 KA1557.an estimated accuracy of +/- 6 seconds.
 KA1557
 KA1557.The orthometric height was determined by differential leveling
 KA1557.and adjusted by the National Geodetic Survey in June 1991..
 KA1557
 KA1557.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1557.See file dsdata.txt to determine how the superseded data were derived.
 KA1557
 KA1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK604226(NAD 83)
 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: BRWE  
 KA1557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1557
 KA1557  HISTORY     - Date     Condition        Report By
 KA1557  HISTORY     - UNK      MONUMENTED       BRWE
 KA1557  HISTORY     - 1938     GOOD             NGS
 KA1557  HISTORY     - 1986     GOOD             NGS
 KA1557
 KA1557                          STATION DESCRIPTION
 KA1557
 KA1557'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1554 ***********************************************************************
 MD1554  DESIGNATION -  215
 MD1554  PID         -  MD1554
 MD1554  STATE/COUNTY-  IN/ALLEN
 MD1554  USGS QUAD   -  FORT WAYNE EAST (1981)
 MD1554
 MD1554                         *CURRENT SURVEY CONTROL
 MD1554  ___________________________________________________________________
 MD1554* NAD 83(1997)-  41 02 24.56556(N)    085 06 46.83022(W)     ADJUSTED  
 MD1554* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 MD1554  ___________________________________________________________________
 MD1554  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 MD1554  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 MD1554
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1554
 MD1554.The geoid height was determined by GEOID03.
 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     -   0.99996631  x   0.99999333  =   0.99995964
 MD1554!UTM  16      -   0.99996631  x   0.99990962  =   0.99987594
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1554.See file dsdata.txt to determine how the superseded data were derived.
 MD1554
 MD1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5860744930(NAD 83)
 MD1554_MARKER: Z = SEE DESCRIPTION
 MD1554_SETTING: 0 = UNSPECIFIED SETTING
 MD1554
 MD1554  HISTORY     - Date     Condition        Report By
 MD1554  HISTORY     - 1946     MONUMENTED       CGS
 MD1554  HISTORY     - 1963     SEE DESCRIPTION  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 = OCTOBER  6, 2006
 LB1158 ***********************************************************************
 LB1158  DESIGNATION -  216
 LB1158  PID         -  LB1158
 LB1158  STATE/COUNTY-  IN/TIPPECANOE
 LB1158  USGS QUAD   -  BROOKSTON (1986)
 LB1158
 LB1158                         *CURRENT SURVEY CONTROL
 LB1158  ___________________________________________________________________
 LB1158* NAD 83(1986)-  40 30 23.     (N)    086 50 32.     (W)     SCALED    
 LB1158* NAVD 88     -       175.279  (meters)     575.06   (feet)  ADJUSTED  
 LB1158  ___________________________________________________________________
 LB1158  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 LB1158  DYNAMIC HT  -         175.194 (meters)     574.78  (feet)  COMP
 LB1158  MODELED GRAV-     980,137.1   (mgal)                       NAVD 88
 LB1158
 LB1158  VERT ORDER  -  SECOND    CLASS 0
 LB1158
 LB1158.The horizontal coordinates were scaled from a topographic map and have
 LB1158.an estimated accuracy of +/- 6 seconds.
 LB1158
 LB1158.The orthometric height was determined by differential leveling
 LB1158.and adjusted by the National Geodetic Survey in June 1991..
 LB1158
 LB1158.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1158.See file dsdata.txt to determine how the superseded data were derived.
 LB1158
 LB1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK133839(NAD 83)
 LB1158_MARKER: DD = SURVEY DISK
 LB1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1158_STAMPING: 216
 LB1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1158+STABILITY: SURFACE MOTION
 LB1158
 LB1158  HISTORY     - Date     Condition        Report By
 LB1158  HISTORY     - UNK      MONUMENTED       INGS
 LB1158  HISTORY     - 1946     GOOD             NGS
 LB1158
 LB1158                          STATION DESCRIPTION
 LB1158
 LB1158'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1228 ***********************************************************************
 LB1228  DESIGNATION -  219.315
 LB1228  PID         -  LB1228
 LB1228  STATE/COUNTY-  IN/BENTON
 LB1228  USGS QUAD   -  BOSWELL (1980)
 LB1228
 LB1228                         *CURRENT SURVEY CONTROL
 LB1228  ___________________________________________________________________
 LB1228* NAD 83(1986)-  40 33 40.     (N)    087 27 51.     (W)     SCALED    
 LB1228* NAVD 88     -       241.225  (meters)     791.42   (feet)  ADJUSTED  
 LB1228  ___________________________________________________________________
 LB1228  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 LB1228  DYNAMIC HT  -         241.108 (meters)     791.04  (feet)  COMP
 LB1228  MODELED GRAV-     980,135.8   (mgal)                       NAVD 88
 LB1228
 LB1228  VERT ORDER  -  FIRST     CLASS II
 LB1228
 LB1228.The horizontal coordinates were scaled from a topographic map and have
 LB1228.an estimated accuracy of +/- 6 seconds.
 LB1228
 LB1228.The orthometric height was determined by differential leveling
 LB1228.and adjusted by the National Geodetic Survey in June 1991..
 LB1228
 LB1228.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1228.See file dsdata.txt to determine how the superseded data were derived.
 LB1228
 LB1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK607901(NAD 83)
 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             NGS
 LB1228
 LB1228                          STATION DESCRIPTION
 LB1228
 LB1228'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0629 ***********************************************************************
 JA0629  DESIGNATION -  22 M USGS
 JA0629  PID         -  JA0629
 JA0629  STATE/COUNTY-  IN/PERRY
 JA0629  USGS QUAD   -  DERBY (1993)
 JA0629
 JA0629                         *CURRENT SURVEY CONTROL
 JA0629  ___________________________________________________________________
 JA0629* NAD 83(1986)-  38 06 04.     (N)    086 30 16.     (W)     SCALED    
 JA0629* NAVD 88     -       244.291  (meters)     801.48   (feet)  ADJUSTED  
 JA0629  ___________________________________________________________________
 JA0629  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JA0629  DYNAMIC HT  -         244.113 (meters)     800.89  (feet)  COMP
 JA0629  MODELED GRAV-     979,897.0   (mgal)                       NAVD 88
 JA0629
 JA0629  VERT ORDER  -  FIRST     CLASS II
 JA0629
 JA0629.The horizontal coordinates were scaled from a topographic map and have
 JA0629.an estimated accuracy of +/- 6 seconds.
 JA0629
 JA0629.The orthometric height was determined by differential leveling
 JA0629.and adjusted by the National Geodetic Survey in June 1991..
 JA0629
 JA0629.The geoid height was determined by GEOID03.
 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     -   316,880.      950,770.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0629.See file dsdata.txt to determine how the superseded data were derived.
 JA0629
 JA0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH434171(NAD 83)
 JA0629_MARKER: DD = SURVEY DISK
 JA0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0629_STAMPING: 22 M 1947 801
 JA0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0629+STABILITY: SURFACE MOTION
 JA0629
 JA0629  HISTORY     - Date     Condition        Report By
 JA0629  HISTORY     - 1947     MONUMENTED       USGS
 JA0629  HISTORY     - 1965     GOOD             NGS
 JA0629
 JA0629                          STATION DESCRIPTION
 JA0629
 JA0629'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0519 ***********************************************************************
 JA0519  DESIGNATION -  224.9 SOURR
 JA0519  PID         -  JA0519
 JA0519  STATE/COUNTY-  IN/CRAWFORD
 JA0519  USGS QUAD   -  TASWELL (1993)
 JA0519
 JA0519                         *CURRENT SURVEY CONTROL
 JA0519  ___________________________________________________________________
 JA0519* NAD 83(1986)-  38 20 06.     (N)    086 31 07.     (W)     SCALED    
 JA0519* NAVD 88     -       223.817  (meters)     734.31   (feet)  ADJUSTED  
 JA0519  ___________________________________________________________________
 JA0519  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JA0519  DYNAMIC HT  -         223.658 (meters)     733.78  (feet)  COMP
 JA0519  MODELED GRAV-     979,915.2   (mgal)                       NAVD 88
 JA0519
 JA0519  VERT ORDER  -  FIRST     CLASS II
 JA0519
 JA0519.The horizontal coordinates were scaled from a topographic map and have
 JA0519.an estimated accuracy of +/- 6 seconds.
 JA0519
 JA0519.The orthometric height was determined by differential leveling
 JA0519.and adjusted by the National Geodetic Survey in June 1991..
 JA0519
 JA0519.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0519.See file dsdata.txt to determine how the superseded data were derived.
 JA0519
 JA0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH420430(NAD 83)
 JA0519_MARKER: Q = CHISELED SQUARE
 JA0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0519_SP_SET: STONE
 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       SOURR
 JA0519  HISTORY     - 1965     GOOD             NGS
 JA0519
 JA0519                          STATION DESCRIPTION
 JA0519
 JA0519'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1361 ***********************************************************************
 JA1361  DESIGNATION -  227+91.17 USE
 JA1361  PID         -  JA1361
 JA1361  STATE/COUNTY-  IN/KNOX
 JA1361  USGS QUAD   -  ST FRANCISVILLE (1964)
 JA1361
 JA1361                         *CURRENT SURVEY CONTROL
 JA1361  ___________________________________________________________________
 JA1361* NAD 83(1986)-  38 30 51.     (N)    087 38 37.     (W)     SCALED    
 JA1361* NAVD 88     -       126.348  (meters)     414.53   (feet)  ADJUSTED  
 JA1361  ___________________________________________________________________
 JA1361  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JA1361  DYNAMIC HT  -         126.269 (meters)     414.27  (feet)  COMP
 JA1361  MODELED GRAV-     980,000.9   (mgal)                       NAVD 88
 JA1361
 JA1361  VERT ORDER  -  FIRST     CLASS II
 JA1361
 JA1361.The horizontal coordinates were scaled from a topographic map and have
 JA1361.an estimated accuracy of +/- 6 seconds.
 JA1361
 JA1361.The orthometric height was determined by differential leveling
 JA1361.and adjusted by the National Geodetic Survey in June 1991..
 JA1361
 JA1361.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1361.See file dsdata.txt to determine how the superseded data were derived.
 JA1361
 JA1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH438630(NAD 83)
 JA1361_MARKER: DB = BENCH MARK DISK
 JA1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1361_STAMPING: 227 + 91.17
 JA1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1361+STABILITY: SURFACE MOTION
 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       DOD
 JA1361  HISTORY     - 1954     GOOD             NGS
 JA1361  HISTORY     - 20050328 GOOD             INDIV
 JA1361
 JA1361                          STATION DESCRIPTION
 JA1361
 JA1361'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0512 ***********************************************************************
 JA0512  DESIGNATION -  23 M USGS
 JA0512  PID         -  JA0512
 JA0512  STATE/COUNTY-  IN/PERRY
 JA0512  USGS QUAD   -  ALTON (1993)
 JA0512
 JA0512                         *CURRENT SURVEY CONTROL
 JA0512  ___________________________________________________________________
 JA0512* NAD 83(1986)-  38 05 18.     (N)    086 29 14.     (W)     SCALED    
 JA0512* NAVD 88     -       126.970  (meters)     416.57   (feet)  ADJUSTED  
 JA0512  ___________________________________________________________________
 JA0512  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JA0512  DYNAMIC HT  -         126.880 (meters)     416.27  (feet)  COMP
 JA0512  MODELED GRAV-     979,918.3   (mgal)                       NAVD 88
 JA0512
 JA0512  VERT ORDER  -  FIRST     CLASS II
 JA0512
 JA0512.The horizontal coordinates were scaled from a topographic map and have
 JA0512.an estimated accuracy of +/- 6 seconds.
 JA0512
 JA0512.The orthometric height was determined by differential leveling
 JA0512.and adjusted by the National Geodetic Survey in June 1991..
 JA0512
 JA0512.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0512.See file dsdata.txt to determine how the superseded data were derived.
 JA0512
 JA0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH449157(NAD 83)
 JA0512_MARKER: DD = SURVEY DISK
 JA0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0512_STAMPING: 23 M 1947 417
 JA0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0512+STABILITY: SURFACE MOTION
 JA0512
 JA0512  HISTORY     - Date     Condition        Report By
 JA0512  HISTORY     - 1947     MONUMENTED       USGS
 JA0512  HISTORY     - 1965     GOOD             NGS
 JA0512
 JA0512                          STATION DESCRIPTION
 JA0512
 JA0512'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3688 ***********************************************************************
 JZ3688  DESIGNATION -  24 5 24
 JZ3688  PID         -  JZ3688
 JZ3688  STATE/COUNTY-  IN/FRANKLIN
 JZ3688  USGS QUAD   -  CEDAR GROVE (1994)
 JZ3688
 JZ3688                         *CURRENT SURVEY CONTROL
 JZ3688  ___________________________________________________________________
 JZ3688* NAD 83(1986)-  39 18 53.     (N)    084 54 21.     (W)     SCALED    
 JZ3688* NAVD 88     -       169.81   (meters)     557.1    (feet)  RESET     
 JZ3688  ___________________________________________________________________
 JZ3688  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JZ3688
 JZ3688  VERT ORDER  -  THIRD
 JZ3688
 JZ3688.The horizontal coordinates were scaled from a topographic map and have
 JZ3688.an estimated accuracy of +/- 6 seconds.
 JZ3688
 JZ3688.The orthometric height was computed from unverified reset data.
 JZ3688
 JZ3688.The geoid height was determined by GEOID03.
 JZ3688
 JZ3688;                    North         East    Units  Estimated Accuracy
 JZ3688;SPC IN E     -   451,710.      165,610.      MT  (+/- 180 meters Scaled)
 JZ3688
 JZ3688                          SUPERSEDED SURVEY CONTROL
 JZ3688
 JZ3688  NGVD 29 (04/16/04)  169.99   (m)          557.7    (f) RESET       3  
 JZ3688
 JZ3688.Superseded values are not recommended for survey control.
 JZ3688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3688.See file dsdata.txt to determine how the superseded data were derived.
 JZ3688
 JZ3688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ805537(NAD 83)
 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 = OCTOBER  6, 2006
 KA0970 ***********************************************************************
 KA0970  DESIGNATION -  24 M
 KA0970  PID         -  KA0970
 KA0970  STATE/COUNTY-  IN/PARKE
 KA0970  USGS QUAD   -  WALLACE (1961)
 KA0970
 KA0970                         *CURRENT SURVEY CONTROL
 KA0970  ___________________________________________________________________
 KA0970* NAD 83(1986)-  39 56 36.     (N)    087 14 16.     (W)     SCALED    
 KA0970* NAVD 88     -       210.380  (meters)     690.22   (feet)  ADJUSTED  
 KA0970  ___________________________________________________________________
 KA0970  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KA0970  DYNAMIC HT  -         210.265 (meters)     689.84  (feet)  COMP
 KA0970  MODELED GRAV-     980,077.2   (mgal)                       NAVD 88
 KA0970
 KA0970  VERT ORDER  -  SECOND    CLASS 0
 KA0970
 KA0970.The horizontal coordinates were scaled from a topographic map and have
 KA0970.an estimated accuracy of +/- 6 seconds.
 KA0970
 KA0970.The orthometric height was determined by differential leveling
 KA0970.and adjusted by the National Geodetic Survey in June 1991..
 KA0970
 KA0970.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0970.See file dsdata.txt to determine how the superseded data were derived.
 KA0970
 KA0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK796214(NAD 83)
 KA0970_MARKER: DD = SURVEY DISK
 KA0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0970_STAMPING: 690 24M 1946
 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             NGS
 KA0970
 KA0970                          STATION DESCRIPTION
 KA0970
 KA0970'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0515 ***********************************************************************
 JA0515  DESIGNATION -  24 M USGS
 JA0515  PID         -  JA0515
 JA0515  STATE/COUNTY-  IN/PERRY
 JA0515  USGS QUAD   -  ALTON (1993)
 JA0515
 JA0515                         *CURRENT SURVEY CONTROL
 JA0515  ___________________________________________________________________
 JA0515* NAD 83(1986)-  38 03 33.     (N)    086 29 15.     (W)     SCALED    
 JA0515* NAVD 88     -       132.012  (meters)     433.11   (feet)  ADJUSTED  
 JA0515  ___________________________________________________________________
 JA0515  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 JA0515  DYNAMIC HT  -         131.917 (meters)     432.80  (feet)  COMP
 JA0515  MODELED GRAV-     979,910.5   (mgal)                       NAVD 88
 JA0515
 JA0515  VERT ORDER  -  FIRST     CLASS II
 JA0515
 JA0515.The horizontal coordinates were scaled from a topographic map and have
 JA0515.an estimated accuracy of +/- 6 seconds.
 JA0515
 JA0515.The orthometric height was determined by differential leveling
 JA0515.and adjusted by the National Geodetic Survey in June 1991..
 JA0515
 JA0515.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0515.See file dsdata.txt to determine how the superseded data were derived.
 JA0515
 JA0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH449125(NAD 83)
 JA0515_MARKER: DD = SURVEY DISK
 JA0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0515_STAMPING: 24 M 1947 433
 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             NGS
 JA0515
 JA0515                          STATION DESCRIPTION
 JA0515
 JA0515'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0230 ***********************************************************************
 LB0230  DESIGNATION -  243
 LB0230  PID         -  LB0230
 LB0230  STATE/COUNTY-  IN/CASS
 LB0230  USGS QUAD   -  LOGANSPORT (1987)
 LB0230
 LB0230                         *CURRENT SURVEY CONTROL
 LB0230  ___________________________________________________________________
 LB0230* NAD 83(1986)-  40 45 05.     (N)    086 18 00.     (W)     SCALED    
 LB0230* NAVD 88     -       186.467  (meters)     611.77   (feet)  ADJUSTED  
 LB0230  ___________________________________________________________________
 LB0230  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 LB0230  DYNAMIC HT  -         186.378 (meters)     611.48  (feet)  COMP
 LB0230  MODELED GRAV-     980,142.6   (mgal)                       NAVD 88
 LB0230
 LB0230  VERT ORDER  -  SECOND    CLASS 0
 LB0230
 LB0230.The horizontal coordinates were scaled from a topographic map and have
 LB0230.an estimated accuracy of +/- 6 seconds.
 LB0230
 LB0230.The orthometric height was determined by differential leveling
 LB0230.and adjusted by the National Geodetic Survey in June 1991..
 LB0230
 LB0230.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0230.See file dsdata.txt to determine how the superseded data were derived.
 LB0230
 LB0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL590113(NAD 83)
 LB0230_MARKER: P = PIPE CAP
 LB0230_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LB0230_SP_SET: IRON PIPE
 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             NGS
 LB0230  HISTORY     - 1969     GOOD             BRADY
 LB0230
 LB0230                          STATION DESCRIPTION
 LB0230
 LB0230'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0630 ***********************************************************************
 JA0630  DESIGNATION -  25 M USGS
 JA0630  PID         -  JA0630
 JA0630  STATE/COUNTY-  IN/PERRY
 JA0630  USGS QUAD   -  DERBY (1993)
 JA0630
 JA0630                         *CURRENT SURVEY CONTROL
 JA0630  ___________________________________________________________________
 JA0630* NAD 83(1986)-  38 02 34.     (N)    086 30 49.     (W)     SCALED    
 JA0630* NAVD 88     -       129.241  (meters)     424.02   (feet)  ADJUSTED  
 JA0630  ___________________________________________________________________
 JA0630  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JA0630  DYNAMIC HT  -         129.148 (meters)     423.71  (feet)  COMP
 JA0630  MODELED GRAV-     979,908.4   (mgal)                       NAVD 88
 JA0630
 JA0630  VERT ORDER  -  FIRST     CLASS II
 JA0630
 JA0630.The horizontal coordinates were scaled from a topographic map and have
 JA0630.an estimated accuracy of +/- 6 seconds.
 JA0630
 JA0630.The orthometric height was determined by differential leveling
 JA0630.and adjusted by the National Geodetic Survey in June 1991..
 JA0630
 JA0630.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0630.See file dsdata.txt to determine how the superseded data were derived.
 JA0630
 JA0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH426106(NAD 83)
 JA0630_MARKER: DD = SURVEY DISK
 JA0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0630_STAMPING: 25 M 1947 424
 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             NGS
 JA0630
 JA0630                          STATION DESCRIPTION
 JA0630
 JA0630'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1635 ***********************************************************************
 LA1635  DESIGNATION -  251
 LA1635  PID         -  LA1635
 LA1635  STATE/COUNTY-  IN/WABASH
 LA1635  USGS QUAD   -  WABASH (1994)
 LA1635
 LA1635                         *CURRENT SURVEY CONTROL
 LA1635  ___________________________________________________________________
 LA1635* NAD 83(1986)-  40 47 43.     (N)    085 48 50.     (W)     SCALED    
 LA1635* NAVD 88     -       207.123  (meters)     679.54   (feet)  ADJUSTED  
 LA1635  ___________________________________________________________________
 LA1635  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 LA1635  DYNAMIC HT  -         207.024 (meters)     679.21  (feet)  COMP
 LA1635  MODELED GRAV-     980,142.2   (mgal)                       NAVD 88
 LA1635
 LA1635  VERT ORDER  -  FIRST     CLASS II
 LA1635
 LA1635.The horizontal coordinates were scaled from a topographic map and have
 LA1635.an estimated accuracy of +/- 6 seconds.
 LA1635
 LA1635.The orthometric height was determined by differential leveling
 LA1635.and adjusted by the National Geodetic Survey in June 1991..
 LA1635.WARNING-Repeat measurements at this control monument indicate possible
 LA1635.vertical movement.
 LA1635
 LA1635.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1635.See file dsdata.txt to determine how the superseded data were derived.
 LA1635
 LA1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL000167(NAD 83)
 LA1635_MARKER: DD = SURVEY DISK
 LA1635_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1635_SP_SET: BRIDGE SEAT
 LA1635_STAMPING: 251
 LA1635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1635
 LA1635  HISTORY     - Date     Condition        Report By
 LA1635  HISTORY     - UNK      MONUMENTED       DOD
 LA1635  HISTORY     - 1946     GOOD             NGS
 LA1635  HISTORY     - 20060908 MARK NOT FOUND   INDIV
 LA1635
 LA1635                          STATION DESCRIPTION
 LA1635
 LA1635'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0974 ***********************************************************************
 KA0974  DESIGNATION -  27 M
 KA0974  PID         -  KA0974
 KA0974  STATE/COUNTY-  IN/FOUNTAIN
 KA0974  USGS QUAD   -  WALLACE (1961)
 KA0974
 KA0974                         *CURRENT SURVEY CONTROL
 KA0974  ___________________________________________________________________
 KA0974* NAD 83(1986)-  39 58 01.     (N)    087 14 34.     (W)     SCALED    
 KA0974* NAVD 88     -       217.606  (meters)     713.93   (feet)  ADJUSTED  
 KA0974  ___________________________________________________________________
 KA0974  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KA0974  DYNAMIC HT  -         217.489 (meters)     713.55  (feet)  COMP
 KA0974  MODELED GRAV-     980,080.9   (mgal)                       NAVD 88
 KA0974
 KA0974  VERT ORDER  -  SECOND    CLASS 0
 KA0974
 KA0974.The horizontal coordinates were scaled from a topographic map and have
 KA0974.an estimated accuracy of +/- 6 seconds.
 KA0974
 KA0974.The orthometric height was determined by differential leveling
 KA0974.and adjusted by the National Geodetic Survey in June 1991..
 KA0974
 KA0974.The geoid height was determined by GEOID03.
 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     -   523,860.      886,380.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0974.See file dsdata.txt to determine how the superseded data were derived.
 KA0974
 KA0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK792241(NAD 83)
 KA0974_MARKER: DD = SURVEY DISK
 KA0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0974_STAMPING: 714 27M 1946
 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             NGS
 KA0974
 KA0974                          STATION DESCRIPTION
 KA0974
 KA0974'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ0565 ***********************************************************************
 JZ0565  DESIGNATION -  27.36
 JZ0565  PID         -  JZ0565
 JZ0565  STATE/COUNTY-  IN/DEARBORN
 JZ0565  USGS QUAD   -  AURORA (1981)
 JZ0565
 JZ0565                         *CURRENT SURVEY CONTROL
 JZ0565  ___________________________________________________________________
 JZ0565* NAD 83(1986)-  39 03 07.     (N)    084 55 44.     (W)     SCALED    
 JZ0565* NAVD 88     -       149.986  (meters)     492.08   (feet)  POSTED    
 JZ0565  ___________________________________________________________________
 JZ0565  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JZ0565  DYNAMIC HT  -         149.890 (meters)     491.76  (feet)  COMP
 JZ0565  MODELED GRAV-     979,989.2   (mgal)                       NAVD 88
 JZ0565
 JZ0565  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JZ0565
 JZ0565.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JZ0565.rate of 0.0 thru 1.0 mm/km.
 JZ0565
 JZ0565.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0565.See file dsdata.txt to determine how the superseded data were derived.
 JZ0565
 JZ0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ792245(NAD 83)
 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             NGS
 JZ0565
 JZ0565                          STATION DESCRIPTION
 JZ0565
 JZ0565'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0977 ***********************************************************************
 KA0977  DESIGNATION -  28 M
 KA0977  PID         -  KA0977
 KA0977  STATE/COUNTY-  IN/FOUNTAIN
 KA0977  USGS QUAD   -  WALLACE (1961)
 KA0977
 KA0977                         *CURRENT SURVEY CONTROL
 KA0977  ___________________________________________________________________
 KA0977* NAD 83(1986)-  39 59 47.     (N)    087 14 35.     (W)     SCALED    
 KA0977* NAVD 88     -       218.292  (meters)     716.18   (feet)  ADJUSTED  
 KA0977  ___________________________________________________________________
 KA0977  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KA0977  DYNAMIC HT  -         218.175 (meters)     715.80  (feet)  COMP
 KA0977  MODELED GRAV-     980,085.3   (mgal)                       NAVD 88
 KA0977
 KA0977  VERT ORDER  -  SECOND    CLASS 0
 KA0977
 KA0977.The horizontal coordinates were scaled from a topographic map and have
 KA0977.an estimated accuracy of +/- 6 seconds.
 KA0977
 KA0977.The orthometric height was determined by differential leveling
 KA0977.and adjusted by the National Geodetic Survey in June 1991..
 KA0977
 KA0977.The geoid height was determined by GEOID03.
 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     -   527,130.      886,360.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0977.See file dsdata.txt to determine how the superseded data were derived.
 KA0977
 KA0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK792273(NAD 83)
 KA0977_MARKER: DD = SURVEY DISK
 KA0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0977_STAMPING: 716 28M 1946
 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             NGS
 KA0977
 KA0977                          STATION DESCRIPTION
 KA0977
 KA0977'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ0564 ***********************************************************************
 JZ0564  DESIGNATION -  28.04
 JZ0564  PID         -  JZ0564
 JZ0564  STATE/COUNTY-  IN/DEARBORN
 JZ0564  USGS QUAD   -  AURORA (1981)
 JZ0564
 JZ0564                         *CURRENT SURVEY CONTROL
 JZ0564  ___________________________________________________________________
 JZ0564* NAD 83(1986)-  39 02 59.     (N)    084 56 27.     (W)     SCALED    
 JZ0564* NAVD 88     -       148.59   (+/-2cm)     487.5    (feet)  VERTCON   
 JZ0564  ___________________________________________________________________
 JZ0564  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JZ0564
 JZ0564  VERT ORDER  -  ? (See Below)
 JZ0564
 JZ0564.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ0564
 JZ0564.The geoid height was determined by GEOID03.
 JZ0564
 JZ0564;                    North         East    Units  Estimated Accuracy
 JZ0564;SPC IN E     -   422,270.      162,830.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0564.See file dsdata.txt to determine how the superseded data were derived.
 JZ0564
 JZ0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ781243(NAD 83)
 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             NGS
 JZ0564
 JZ0564                          STATION DESCRIPTION
 JZ0564
 JZ0564'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA0704 ***********************************************************************
 HA0704  DESIGNATION -  29
 HA0704  PID         -  HA0704
 HA0704  STATE/COUNTY-  IN/VANDERBURGH
 HA0704  USGS QUAD   -  NEWBURGH (1980)
 HA0704
 HA0704                         *CURRENT SURVEY CONTROL
 HA0704  ___________________________________________________________________
 HA0704* NAD 83(1986)-  37 54 43.     (N)    087 29 48.     (W)     SCALED    
 HA0704* NAVD 88     -       113.408  (meters)     372.07   (feet)  ADJUSTED  
 HA0704  ___________________________________________________________________
 HA0704  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HA0704  DYNAMIC HT  -         113.330 (meters)     371.82  (feet)  COMP
 HA0704  MODELED GRAV-     979,943.1   (mgal)                       NAVD 88
 HA0704
 HA0704  VERT ORDER  -  SECOND    CLASS 0
 HA0704
 HA0704.The horizontal coordinates were scaled from a topographic map and have
 HA0704.an estimated accuracy of +/- 6 seconds.
 HA0704
 HA0704.The orthometric height was determined by differential leveling
 HA0704.and adjusted by the National Geodetic Survey in June 1991..
 HA0704
 HA0704.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0704.See file dsdata.txt to determine how the superseded data were derived.
 HA0704
 HA0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG563961(NAD 83)
 HA0704_MARKER: DD = SURVEY DISK
 HA0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0704_STAMPING: 29 373.16 FEET
 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       DOD
 HA0704  HISTORY     - 1935     GOOD             NGS
 HA0704
 HA0704                          STATION DESCRIPTION
 HA0704
 HA0704'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1359 ***********************************************************************
 JA1359  DESIGNATION -  293+77.3 USE
 JA1359  PID         -  JA1359
 JA1359  STATE/COUNTY-  IN/KNOX
 JA1359  USGS QUAD   -  ST FRANCISVILLE (1964)
 JA1359
 JA1359                         *CURRENT SURVEY CONTROL
 JA1359  ___________________________________________________________________
 JA1359* NAD 83(1986)-  38 31 47.     (N)    087 39 15.     (W)     SCALED    
 JA1359* NAVD 88     -       127.334  (meters)     417.76   (feet)  ADJUSTED  
 JA1359  ___________________________________________________________________
 JA1359  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JA1359  DYNAMIC HT  -         127.255 (meters)     417.50  (feet)  COMP
 JA1359  MODELED GRAV-     980,003.5   (mgal)                       NAVD 88
 JA1359
 JA1359  VERT ORDER  -  FIRST     CLASS II
 JA1359
 JA1359.The horizontal coordinates were scaled from a topographic map and have
 JA1359.an estimated accuracy of +/- 6 seconds.
 JA1359
 JA1359.The orthometric height was determined by differential leveling
 JA1359.and adjusted by the National Geodetic Survey in June 1991..
 JA1359
 JA1359.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1359.See file dsdata.txt to determine how the superseded data were derived.
 JA1359
 JA1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH429647(NAD 83)
 JA1359_MARKER: DB = BENCH MARK DISK
 JA1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1359_SP_SET: 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       DOD
 JA1359  HISTORY     - 1954     GOOD             NGS
 JA1359
 JA1359                          STATION DESCRIPTION
 JA1359
 JA1359'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1500 ***********************************************************************
 JZ1500  DESIGNATION -  294
 JZ1500  PID         -  JZ1500
 JZ1500  STATE/COUNTY-  IN/HENRY
 JZ1500  USGS QUAD   -  NEW CASTLE WEST (1981)
 JZ1500
 JZ1500                         *CURRENT SURVEY CONTROL
 JZ1500  ___________________________________________________________________
 JZ1500* NAD 83(1986)-  39 55 24.     (N)    085 24 04.     (W)     SCALED    
 JZ1500* NAVD 88     -       316.553  (meters)    1038.56   (feet)  ADJUSTED  
 JZ1500  ___________________________________________________________________
 JZ1500  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JZ1500  DYNAMIC HT  -         316.376 (meters)    1037.98  (feet)  COMP
 JZ1500  MODELED GRAV-     980,058.2   (mgal)                       NAVD 88
 JZ1500
 JZ1500  VERT ORDER  -  SECOND    CLASS 0
 JZ1500
 JZ1500.The horizontal coordinates were scaled from a topographic map and have
 JZ1500.an estimated accuracy of +/- 6 seconds.
 JZ1500
 JZ1500.The orthometric height was determined by differential leveling
 JZ1500.and adjusted by the National Geodetic Survey in June 1991..
 JZ1500
 JZ1500.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1500.See file dsdata.txt to determine how the superseded data were derived.
 JZ1500
 JZ1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK366204(NAD 83)
 JZ1500_MARKER: DD = SURVEY DISK
 JZ1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1500+STABILITY: SURFACE MOTION
 JZ1500
 JZ1500  HISTORY     - Date     Condition        Report By
 JZ1500  HISTORY     - UNK      MONUMENTED       INGS
 JZ1500  HISTORY     - 1934     GOOD             NGS
 JZ1500  HISTORY     - 1960     MARK NOT FOUND   USGS
 JZ1500
 JZ1500                          STATION DESCRIPTION
 JZ1500
 JZ1500'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ0813 ***********************************************************************
 HZ0813  DESIGNATION -  3
 HZ0813  PID         -  HZ0813
 HZ0813  STATE/COUNTY-  IN/SWITZERLAND
 HZ0813  USGS QUAD   -  FLORENCE (1994)
 HZ0813
 HZ0813                         *CURRENT SURVEY CONTROL
 HZ0813  ___________________________________________________________________
 HZ0813* NAD 83(1986)-  38 46 53.     (N)    084 58 04.     (W)     SCALED    
 HZ0813* NAVD 88     -       142.111  (meters)     466.24   (feet)  ADJUSTED  
 HZ0813  ___________________________________________________________________
 HZ0813  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ0813  DYNAMIC HT  -         142.021 (meters)     465.95  (feet)  COMP
 HZ0813  MODELED GRAV-     979,991.4   (mgal)                       NAVD 88
 HZ0813
 HZ0813  VERT ORDER  -  FIRST     CLASS II
 HZ0813
 HZ0813.The horizontal coordinates were scaled from a topographic map and have
 HZ0813.an estimated accuracy of +/- 6 seconds.
 HZ0813
 HZ0813.The orthometric height was determined by differential leveling
 HZ0813.and adjusted by the National Geodetic Survey in June 1991..
 HZ0813
 HZ0813.The geoid height was determined by GEOID03.
 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     -   392,460.      160,730.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0813.See file dsdata.txt to determine how the superseded data were derived.
 HZ0813
 HZ0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH765944(NAD 83)
 HZ0813_MARKER: DD = SURVEY DISK
 HZ0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0813_STAMPING: 3 PROPERTY LINE LOUISVILLE DIST
 HZ0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0813+STABILITY: SURFACE MOTION
 HZ0813
 HZ0813  HISTORY     - Date     Condition        Report By
 HZ0813  HISTORY     - UNK      MONUMENTED       DOD
 HZ0813  HISTORY     - 1965     GOOD             NGS
 HZ0813
 HZ0813                          STATION DESCRIPTION
 HZ0813
 HZ0813'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA0703 ***********************************************************************
 HA0703  DESIGNATION -  30
 HA0703  PID         -  HA0703
 HA0703  STATE/COUNTY-  IN/VANDERBURGH
 HA0703  USGS QUAD   -  NEWBURGH (1980)
 HA0703
 HA0703                         *CURRENT SURVEY CONTROL
 HA0703  ___________________________________________________________________
 HA0703* NAD 83(1986)-  37 54 39.     (N)    087 29 56.     (W)     SCALED    
 HA0703* NAVD 88     -       113.417  (meters)     372.10   (feet)  ADJUSTED  
 HA0703  ___________________________________________________________________
 HA0703  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HA0703  DYNAMIC HT  -         113.340 (meters)     371.85  (feet)  COMP
 HA0703  MODELED GRAV-     979,943.1   (mgal)                       NAVD 88
 HA0703
 HA0703  VERT ORDER  -  SECOND    CLASS 0
 HA0703
 HA0703.The horizontal coordinates were scaled from a topographic map and have
 HA0703.an estimated accuracy of +/- 6 seconds.
 HA0703
 HA0703.The orthometric height was determined by differential leveling
 HA0703.and adjusted by the National Geodetic Survey in June 1991..
 HA0703
 HA0703.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0703.See file dsdata.txt to determine how the superseded data were derived.
 HA0703
 HA0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG561960(NAD 83)
 HA0703_MARKER: DD = SURVEY DISK
 HA0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0703_STAMPING: 30 373.14 FEET
 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       DOD
 HA0703  HISTORY     - 1935     GOOD             NGS
 HA0703
 HA0703                          STATION DESCRIPTION
 HA0703
 HA0703'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB2722 ***********************************************************************
 LB2722  DESIGNATION -  303 RESET
 LB2722  PID         -  LB2722
 LB2722  STATE/COUNTY-  IN/TIPPECANOE
 LB2722  USGS QUAD   -  LAFAYETTE WEST (1987)
 LB2722
 LB2722                         *CURRENT SURVEY CONTROL
 LB2722  ___________________________________________________________________
 LB2722* NAD 83(1997)-  40 25 20.27111(N)    086 54 52.44823(W)     ADJUSTED  
 LB2722* NAVD 88     -                                                        
 LB2722  ___________________________________________________________________
 LB2722  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 LB2722  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 LB2722
 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
 LB2722.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2722
 LB2722.The geoid height was determined by GEOID03.
 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     -  PURDUE UNIV HEATING PLT STK              010 31 33.5
 LB2722:UTM  16      -  PURDUE UNIV HEATING PLT STK              010 34 48.0
 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| CC9055 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| CC9056 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2722.See file dsdata.txt to determine how the superseded data were derived.
 LB2722
 LB2722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0724774633(NAD 83)
 LB2722_MARKER: DS = TRIANGULATION STATION DISK
 LB2722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2722_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LB2722_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 = OCTOBER  6, 2006
 JZ1503 ***********************************************************************
 JZ1503  DESIGNATION -  305
 JZ1503  PID         -  JZ1503
 JZ1503  STATE/COUNTY-  IN/HENRY
 JZ1503  USGS QUAD   -  NEW CASTLE WEST (1981)
 JZ1503
 JZ1503                         *CURRENT SURVEY CONTROL
 JZ1503  ___________________________________________________________________
 JZ1503* NAD 83(1986)-  39 54 46.     (N)    085 27 44.     (W)     SCALED    
 JZ1503* NAVD 88     -       312.444  (meters)    1025.08   (feet)  ADJUSTED  
 JZ1503  ___________________________________________________________________
 JZ1503  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JZ1503  DYNAMIC HT  -         312.269 (meters)    1024.50  (feet)  COMP
 JZ1503  MODELED GRAV-     980,058.0   (mgal)                       NAVD 88
 JZ1503
 JZ1503  VERT ORDER  -  SECOND    CLASS 0
 JZ1503
 JZ1503.The horizontal coordinates were scaled from a topographic map and have
 JZ1503.an estimated accuracy of +/- 6 seconds.
 JZ1503
 JZ1503.The orthometric height was determined by differential leveling
 JZ1503.and adjusted by the National Geodetic Survey in June 1991..
 JZ1503
 JZ1503.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1503.See file dsdata.txt to determine how the superseded data were derived.
 JZ1503
 JZ1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK314192(NAD 83)
 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       SOURR
 JZ1503  HISTORY     - 1947     GOOD             NGS
 JZ1503  HISTORY     - 20051026 MARK NOT FOUND   GEOCAC
 JZ1503
 JZ1503                          STATION DESCRIPTION
 JZ1503
 JZ1503'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ0559 ***********************************************************************
 JZ0559  DESIGNATION -  30.64
 JZ0559  PID         -  JZ0559
 JZ0559  STATE/COUNTY-  IN/DEARBORN
 JZ0559  USGS QUAD   -  AURORA (1981)
 JZ0559
 JZ0559                         *CURRENT SURVEY CONTROL
 JZ0559  ___________________________________________________________________
 JZ0559* NAD 83(1986)-  39 02 57.     (N)    084 59 14.     (W)     SCALED    
 JZ0559* NAVD 88     -       151.41   (+/-2cm)     496.8    (feet)  VERTCON   
 JZ0559  ___________________________________________________________________
 JZ0559  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JZ0559
 JZ0559  VERT ORDER  -  ? (See Below)
 JZ0559
 JZ0559.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ0559
 JZ0559.The geoid height was determined by GEOID03.
 JZ0559
 JZ0559;                    North         East    Units  Estimated Accuracy
 JZ0559;SPC IN E     -   422,170.      158,820.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0559.See file dsdata.txt to determine how the superseded data were derived.
 JZ0559
 JZ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ741241(NAD 83)
 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 = OCTOBER  6, 2006
 KA1211 ***********************************************************************
 KA1211  DESIGNATION -  308
 KA1211  PID         -  KA1211
 KA1211  STATE/COUNTY-  IN/CLAY
 KA1211  USGS QUAD   -  CLAY CITY (1986)
 KA1211
 KA1211                         *CURRENT SURVEY CONTROL
 KA1211  ___________________________________________________________________
 KA1211* NAD 83(1986)-  39 19 41.     (N)    087 07 26.     (W)     SCALED    
 KA1211* NAVD 88     -       171.565  (meters)     562.88   (feet)  ADJUSTED  
 KA1211  ___________________________________________________________________
 KA1211  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KA1211  DYNAMIC HT  -         171.465 (meters)     562.55  (feet)  COMP
 KA1211  MODELED GRAV-     980,045.3   (mgal)                       NAVD 88
 KA1211
 KA1211  VERT ORDER  -  FIRST     CLASS II
 KA1211
 KA1211.The horizontal coordinates were scaled from a topographic map and have
 KA1211.an estimated accuracy of +/- 6 seconds.
 KA1211
 KA1211.The orthometric height was determined by differential leveling
 KA1211.and adjusted by the National Geodetic Survey in June 1991..
 KA1211
 KA1211.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1211.See file dsdata.txt to determine how the superseded data were derived.
 KA1211
 KA1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ893531(NAD 83)
 KA1211_MARKER: DD = SURVEY DISK
 KA1211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1211_SP_SET: BRIDGE
 KA1211_STAMPING: 308 305
 KA1211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1211
 KA1211  HISTORY     - Date     Condition        Report By
 KA1211  HISTORY     - UNK      MONUMENTED       DOD
 KA1211  HISTORY     - 1946     GOOD             NGS
 KA1211  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1211
 KA1211                          STATION DESCRIPTION
 KA1211
 KA1211'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2320 ***********************************************************************
 JZ2320  DESIGNATION -  308
 JZ2320  PID         -  JZ2320
 JZ2320  STATE/COUNTY-  IN/HAMILTON
 JZ2320  USGS QUAD   -  MC CORDSVILLE (1984)
 JZ2320
 JZ2320                         *CURRENT SURVEY CONTROL
 JZ2320  ___________________________________________________________________
 JZ2320* NAD 83(1986)-  39 58 20.     (N)    085 55 06.     (W)     SCALED    
 JZ2320* NAVD 88     -       254.985  (meters)     836.56   (feet)  ADJUSTED  
 JZ2320  ___________________________________________________________________
 JZ2320  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ2320  DYNAMIC HT  -         254.845 (meters)     836.10  (feet)  COMP
 JZ2320  MODELED GRAV-     980,067.9   (mgal)                       NAVD 88
 JZ2320
 JZ2320  VERT ORDER  -  SECOND    CLASS 0
 JZ2320
 JZ2320.The horizontal coordinates were scaled from a topographic map and have
 JZ2320.an estimated accuracy of +/- 6 seconds.
 JZ2320
 JZ2320.The orthometric height was determined by differential leveling
 JZ2320.and adjusted by the National Geodetic Survey in June 1991..
 JZ2320
 JZ2320.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2320.See file dsdata.txt to determine how the superseded data were derived.
 JZ2320
 JZ2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK923252(NAD 83)
 JZ2320_MARKER: DD = SURVEY DISK
 JZ2320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2320_STAMPING: 308
 JZ2320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2320+STABILITY: SURFACE MOTION
 JZ2320
 JZ2320  HISTORY     - Date     Condition        Report By
 JZ2320  HISTORY     - UNK      MONUMENTED       INGS
 JZ2320  HISTORY     - 1947     GOOD             NGS
 JZ2320  HISTORY     - 19880802 MARK NOT FOUND   LOCENG
 JZ2320
 JZ2320                          STATION DESCRIPTION
 JZ2320
 JZ2320'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1323 ***********************************************************************
 HZ1323  DESIGNATION -  312.8=A 122
 HZ1323  PID         -  HZ1323
 HZ1323  STATE/COUNTY-  IN/FLOYD
 HZ1323  USGS QUAD   -  NEW ALBANY (1992)
 HZ1323
 HZ1323                         *CURRENT SURVEY CONTROL
 HZ1323  ___________________________________________________________________
 HZ1323* NAD 83(1986)-  38 21 08.     (N)    085 49 14.     (W)     SCALED    
 HZ1323* NAVD 88     -       163.774  (meters)     537.32   (feet)  ADJUSTED  
 HZ1323  ___________________________________________________________________
 HZ1323  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 HZ1323  DYNAMIC HT  -         163.662 (meters)     536.95  (feet)  COMP
 HZ1323  MODELED GRAV-     979,940.9   (mgal)                       NAVD 88
 HZ1323
 HZ1323  VERT ORDER  -  FIRST     CLASS II
 HZ1323
 HZ1323.The horizontal coordinates were scaled from a topographic map and have
 HZ1323.an estimated accuracy of +/- 6 seconds.
 HZ1323
 HZ1323.The orthometric height was determined by differential leveling
 HZ1323.and adjusted by the National Geodetic Survey in June 1991..
 HZ1323
 HZ1323.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1323.See file dsdata.txt to determine how the superseded data were derived.
 HZ1323
 HZ1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH030455(NAD 83)
 HZ1323_MARKER: DB = BENCH MARK DISK
 HZ1323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1323_SP_SET: CULVERT
 HZ1323_STAMPING: 312.8 1940
 HZ1323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1323
 HZ1323  HISTORY     - Date     Condition        Report By
 HZ1323  HISTORY     - 1940     MONUMENTED       CGS
 HZ1323  HISTORY     - 1954     GOOD             NGS
 HZ1323  HISTORY     - 20000916 GOOD             INDNR
 HZ1323
 HZ1323                          STATION DESCRIPTION
 HZ1323
 HZ1323'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1326 ***********************************************************************
 HZ1326  DESIGNATION -  315.7
 HZ1326  PID         -  HZ1326
 HZ1326  STATE/COUNTY-  IN/FLOYD
 HZ1326  USGS QUAD   -  NEW ALBANY (1992)
 HZ1326
 HZ1326                         *CURRENT SURVEY CONTROL
 HZ1326  ___________________________________________________________________
 HZ1326* NAD 83(1986)-  38 18 48.     (N)    085 49 01.     (W)     SCALED    
 HZ1326* NAVD 88     -       140.278  (meters)     460.23   (feet)  ADJUSTED  
 HZ1326  ___________________________________________________________________
 HZ1326  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HZ1326  DYNAMIC HT  -         140.184 (meters)     459.92  (feet)  COMP
 HZ1326  MODELED GRAV-     979,951.1   (mgal)                       NAVD 88
 HZ1326
 HZ1326  VERT ORDER  -  FIRST     CLASS II
 HZ1326
 HZ1326.The horizontal coordinates were scaled from a topographic map and have
 HZ1326.an estimated accuracy of +/- 6 seconds.
 HZ1326
 HZ1326.The orthometric height was determined by differential leveling
 HZ1326.and adjusted by the National Geodetic Survey in June 1991..
 HZ1326.WARNING-Repeat measurements at this control monument indicate possible
 HZ1326.vertical movement.
 HZ1326
 HZ1326.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1326.See file dsdata.txt to determine how the superseded data were derived.
 HZ1326
 HZ1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH034412(NAD 83)
 HZ1326_MARKER: DB = BENCH MARK DISK
 HZ1326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1326_SP_SET: CULVERT
 HZ1326_STAMPING: 315.7 1940
 HZ1326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA1223 ***********************************************************************
 KA1223  DESIGNATION -  332
 KA1223  PID         -  KA1223
 KA1223  STATE/COUNTY-  IN/CLAY
 KA1223  USGS QUAD   -  STAUNTON (1986)
 KA1223
 KA1223                         *CURRENT SURVEY CONTROL
 KA1223  ___________________________________________________________________
 KA1223* NAD 83(1986)-  39 22 57.     (N)    087 14 22.     (W)     SCALED    
 KA1223* NAVD 88     -       183.794  (meters)     603.00   (feet)  ADJUSTED  
 KA1223  ___________________________________________________________________
 KA1223  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KA1223  DYNAMIC HT  -         183.689 (meters)     602.65  (feet)  COMP
 KA1223  MODELED GRAV-     980,048.3   (mgal)                       NAVD 88
 KA1223
 KA1223  VERT ORDER  -  FIRST     CLASS II
 KA1223
 KA1223.The horizontal coordinates were scaled from a topographic map and have
 KA1223.an estimated accuracy of +/- 6 seconds.
 KA1223
 KA1223.The orthometric height was determined by differential leveling
 KA1223.and adjusted by the National Geodetic Survey in June 1991..
 KA1223
 KA1223.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1223.See file dsdata.txt to determine how the superseded data were derived.
 KA1223
 KA1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ793592(NAD 83)
 KA1223_MARKER: DD = SURVEY DISK
 KA1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1223_STAMPING: 332
 KA1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1223+STABILITY: SURFACE MOTION
 KA1223
 KA1223  HISTORY     - Date     Condition        Report By
 KA1223  HISTORY     - UNK      MONUMENTED       INHD
 KA1223  HISTORY     - 1946     GOOD             NGS
 KA1223  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1223
 KA1223                          STATION DESCRIPTION
 KA1223
 KA1223'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0993 ***********************************************************************
 LA0993  DESIGNATION -  336 A
 LA0993  PID         -  LA0993
 LA0993  STATE/COUNTY-  IN/RANDOLPH
 LA0993  USGS QUAD   -  MAXVILLE (1994)
 LA0993
 LA0993                         *CURRENT SURVEY CONTROL
 LA0993  ___________________________________________________________________
 LA0993* NAD 83(1986)-  40 11 08.     (N)    085 04 23.     (W)     SCALED    
 LA0993* NAVD 88     -       321.376  (meters)    1054.38   (feet)  ADJUSTED  
 LA0993  ___________________________________________________________________
 LA0993  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 LA0993  DYNAMIC HT  -         321.204 (meters)    1053.82  (feet)  COMP
 LA0993  MODELED GRAV-     980,080.9   (mgal)                       NAVD 88
 LA0993
 LA0993  VERT ORDER  -  SECOND    CLASS 0
 LA0993
 LA0993.The horizontal coordinates were scaled from a topographic map and have
 LA0993.an estimated accuracy of +/- 6 seconds.
 LA0993
 LA0993.The orthometric height was determined by differential leveling
 LA0993.and adjusted by the National Geodetic Survey in June 1991..
 LA0993
 LA0993.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0993.See file dsdata.txt to determine how the superseded data were derived.
 LA0993
 LA0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK640501(NAD 83)
 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             NGS
 LA0993
 LA0993                          STATION DESCRIPTION
 LA0993
 LA0993'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1921 ***********************************************************************
 JZ1921  DESIGNATION -  34.36
 JZ1921  PID         -  JZ1921
 JZ1921  STATE/COUNTY-  IN/DEARBORN
 JZ1921  USGS QUAD   -  DILLSBORO (1992)
 JZ1921
 JZ1921                         *CURRENT SURVEY CONTROL
 JZ1921  ___________________________________________________________________
 JZ1921* NAD 83(1986)-  39 02 25.     (N)    085 02 55.     (W)     SCALED    
 JZ1921* NAVD 88     -       199.75   (+/-2cm)     655.3    (feet)  VERTCON   
 JZ1921  ___________________________________________________________________
 JZ1921  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ1921
 JZ1921  VERT ORDER  -  ? (See Below)
 JZ1921
 JZ1921.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ1921
 JZ1921.The geoid height was determined by GEOID03.
 JZ1921
 JZ1921;                    North         East    Units  Estimated Accuracy
 JZ1921;SPC IN E     -   421,150.      153,510.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1921.See file dsdata.txt to determine how the superseded data were derived.
 JZ1921
 JZ1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ688230(NAD 83)
 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             NGS
 JZ1921
 JZ1921                          STATION DESCRIPTION
 JZ1921
 JZ1921'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA0928 ***********************************************************************
 HA0928  DESIGNATION -  352 3 STA 2+
 HA0928  PID         -  HA0928
 HA0928  STATE/COUNTY-  IN/POSEY
 HA0928  USGS QUAD   -  UNIONTOWN (1981)
 HA0928
 HA0928                         *CURRENT SURVEY CONTROL
 HA0928  ___________________________________________________________________
 HA0928* NAD 83(1986)-  37 47 30.     (N)    087 58 46.     (W)     SCALED    
 HA0928* NAVD 88     -       107.121  (meters)     351.45   (feet)  ADJUSTED  
 HA0928  ___________________________________________________________________
 HA0928  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 HA0928  DYNAMIC HT  -         107.047 (meters)     351.20  (feet)  COMP
 HA0928  MODELED GRAV-     979,936.9   (mgal)                       NAVD 88
 HA0928
 HA0928  VERT ORDER  -  FIRST     CLASS II
 HA0928
 HA0928.The horizontal coordinates were scaled from a topographic map and have
 HA0928.an estimated accuracy of +/- 6 seconds.
 HA0928
 HA0928.The orthometric height was determined by differential leveling
 HA0928.and adjusted by the National Geodetic Survey in June 1991..
 HA0928
 HA0928.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0928.See file dsdata.txt to determine how the superseded data were derived.
 HA0928
 HA0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG137831(NAD 83)
 HA0928_MARKER: DD = SURVEY DISK
 HA0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0928_SP_SET: 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       DOD
 HA0928  HISTORY     - 1954     GOOD             NGS
 HA0928
 HA0928                          STATION DESCRIPTION
 HA0928
 HA0928'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA0929 ***********************************************************************
 HA0929  DESIGNATION -  352 91
 HA0929  PID         -  HA0929
 HA0929  STATE/COUNTY-  IN/POSEY
 HA0929  USGS QUAD   -  UNIONTOWN (1981)
 HA0929
 HA0929                         *CURRENT SURVEY CONTROL
 HA0929  ___________________________________________________________________
 HA0929* NAD 83(1986)-  37 47 24.     (N)    087 58 36.     (W)     SCALED    
 HA0929* NAVD 88     -       107.320  (meters)     352.10   (feet)  ADJUSTED  
 HA0929  ___________________________________________________________________
 HA0929  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 HA0929  DYNAMIC HT  -         107.246 (meters)     351.86  (feet)  COMP
 HA0929  MODELED GRAV-     979,936.6   (mgal)                       NAVD 88
 HA0929
 HA0929  VERT ORDER  -  FIRST     CLASS II
 HA0929
 HA0929.The horizontal coordinates were scaled from a topographic map and have
 HA0929.an estimated accuracy of +/- 6 seconds.
 HA0929
 HA0929.The orthometric height was determined by differential leveling
 HA0929.and adjusted by the National Geodetic Survey in June 1991..
 HA0929
 HA0929.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0929.See file dsdata.txt to determine how the superseded data were derived.
 HA0929
 HA0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG140829(NAD 83)
 HA0929_MARKER: DD = SURVEY DISK
 HA0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0929_SP_SET: 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       DOD
 HA0929  HISTORY     - 1954     GOOD             NGS
 HA0929  HISTORY     - 1979     MARK NOT FOUND   USGS
 HA0929  HISTORY     - 1979     MARK NOT FOUND   USGS
 HA0929
 HA0929                          STATION DESCRIPTION
 HA0929
 HA0929'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1358 ***********************************************************************
 JA1358  DESIGNATION -  353+32.6 USE
 JA1358  PID         -  JA1358
 JA1358  STATE/COUNTY-  IN/KNOX
 JA1358  USGS QUAD   -  ST FRANCISVILLE (1964)
 JA1358
 JA1358                         *CURRENT SURVEY CONTROL
 JA1358  ___________________________________________________________________
 JA1358* NAD 83(1986)-  38 32 42.     (N)    087 39 41.     (W)     SCALED    
 JA1358* NAVD 88     -       127.008  (meters)     416.69   (feet)  ADJUSTED  
 JA1358  ___________________________________________________________________
 JA1358  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JA1358  DYNAMIC HT  -         126.930 (meters)     416.44  (feet)  COMP
 JA1358  MODELED GRAV-     980,005.3   (mgal)                       NAVD 88
 JA1358
 JA1358  VERT ORDER  -  FIRST     CLASS II
 JA1358
 JA1358.The horizontal coordinates were scaled from a topographic map and have
 JA1358.an estimated accuracy of +/- 6 seconds.
 JA1358
 JA1358.The orthometric height was determined by differential leveling
 JA1358.and adjusted by the National Geodetic Survey in June 1991..
 JA1358
 JA1358.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1358
 JA1358  NGVD 29 (??/??/92)  127.143  (m)          417.13   (f) ADJ UNCH    1 2
 JA1358
 JA1358.Superseded values are not recommended for survey control.
 JA1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1358.See file dsdata.txt to determine how the superseded data were derived.
 JA1358
 JA1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH423664(NAD 83)
 JA1358_MARKER: DB = BENCH MARK DISK
 JA1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1358_SP_SET: 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       DOD
 JA1358  HISTORY     - 1954     GOOD             NGS
 JA1358
 JA1358                          STATION DESCRIPTION
 JA1358
 JA1358'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1918 ***********************************************************************
 JZ1918  DESIGNATION -  35.49
 JZ1918  PID         -  JZ1918
 JZ1918  STATE/COUNTY-  IN/DEARBORN
 JZ1918  USGS QUAD   -  DILLSBORO (1992)
 JZ1918
 JZ1918                         *CURRENT SURVEY CONTROL
 JZ1918  ___________________________________________________________________
 JZ1918* NAD 83(1986)-  39 02 40.     (N)    085 03 16.     (W)     SCALED    
 JZ1918* NAVD 88     -       209.84   (+/-2cm)     688.5    (feet)  VERTCON   
 JZ1918  ___________________________________________________________________
 JZ1918  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ1918
 JZ1918  VERT ORDER  -  ? (See Below)
 JZ1918
 JZ1918.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ1918
 JZ1918.The geoid height was determined by GEOID03.
 JZ1918
 JZ1918;                    North         East    Units  Estimated Accuracy
 JZ1918;SPC IN E     -   421,610.      153,000.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1918.See file dsdata.txt to determine how the superseded data were derived.
 JZ1918
 JZ1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ683235(NAD 83)
 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             NGS
 JZ1918
 JZ1918                          STATION DESCRIPTION
 JZ1918
 JZ1918'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1266 ***********************************************************************
 JZ1266  DESIGNATION -  36 M
 JZ1266  PID         -  JZ1266
 JZ1266  STATE/COUNTY-  IN/FRANKLIN
 JZ1266  USGS QUAD   -  COLLEGE CORNER (1992)
 JZ1266
 JZ1266                         *CURRENT SURVEY CONTROL
 JZ1266  ___________________________________________________________________
 JZ1266* NAD 83(1986)-  39 30 33.     (N)    084 52 29.     (W)     SCALED    
 JZ1266* NAVD 88     -       314.663  (meters)    1032.36   (feet)  ADJUSTED  
 JZ1266  ___________________________________________________________________
 JZ1266  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JZ1266  DYNAMIC HT  -         314.481 (meters)    1031.76  (feet)  COMP
 JZ1266  MODELED GRAV-     980,039.0   (mgal)                       NAVD 88
 JZ1266
 JZ1266  VERT ORDER  -  SECOND    CLASS 0
 JZ1266
 JZ1266.The horizontal coordinates were scaled from a topographic map and have
 JZ1266.an estimated accuracy of +/- 6 seconds.
 JZ1266
 JZ1266.The orthometric height was determined by differential leveling
 JZ1266.and adjusted by the National Geodetic Survey in June 1991..
 JZ1266
 JZ1266.The geoid height was determined by GEOID03.
 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     -   473,320.      168,110.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1266.See file dsdata.txt to determine how the superseded data were derived.
 JZ1266
 JZ1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ827754(NAD 83)
 JZ1266_MARKER: DD = SURVEY DISK
 JZ1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1266_STAMPING: 1033 36M 1946
 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             NGS
 JZ1266
 JZ1266                          STATION DESCRIPTION
 JZ1266
 JZ1266'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1917 ***********************************************************************
 JZ1917  DESIGNATION -  36.18
 JZ1917  PID         -  JZ1917
 JZ1917  STATE/COUNTY-  IN/DEARBORN
 JZ1917  USGS QUAD   -  DILLSBORO (1992)
 JZ1917
 JZ1917                         *CURRENT SURVEY CONTROL
 JZ1917  ___________________________________________________________________
 JZ1917* NAD 83(1986)-  39 03 25.     (N)    085 03 35.     (W)     SCALED    
 JZ1917* NAVD 88     -       220.08   (+/-2cm)     722.0    (feet)  VERTCON   
 JZ1917  ___________________________________________________________________
 JZ1917  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ1917
 JZ1917  VERT ORDER  -  ? (See Below)
 JZ1917
 JZ1917.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ1917
 JZ1917.The geoid height was determined by GEOID03.
 JZ1917
 JZ1917;                    North         East    Units  Estimated Accuracy
 JZ1917;SPC IN E     -   422,990.      152,530.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1917.See file dsdata.txt to determine how the superseded data were derived.
 JZ1917
 JZ1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ678248(NAD 83)
 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             NGS
 JZ1917
 JZ1917                          STATION DESCRIPTION
 JZ1917
 JZ1917'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA1078 ***********************************************************************
 HA1078  DESIGNATION -  369.48
 HA1078  PID         -  HA1078
 HA1078  STATE/COUNTY-  IN/POSEY
 HA1078  USGS QUAD   -  MOUNT VERNON (1981)
 HA1078
 HA1078                         *CURRENT SURVEY CONTROL
 HA1078  ___________________________________________________________________
 HA1078* NAD 83(1986)-  37 55 43.     (N)    087 53 44.     (W)     SCALED    
 HA1078* NAVD 88     -       113.427  (meters)     372.14   (feet)  ADJUSTED  
 HA1078  ___________________________________________________________________
 HA1078  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HA1078  DYNAMIC HT  -         113.350 (meters)     371.88  (feet)  COMP
 HA1078  MODELED GRAV-     979,947.2   (mgal)                       NAVD 88
 HA1078
 HA1078  VERT ORDER  -  FIRST     CLASS II
 HA1078
 HA1078.The horizontal coordinates were scaled from a topographic map and have
 HA1078.an estimated accuracy of +/- 6 seconds.
 HA1078
 HA1078.The orthometric height was determined by differential leveling
 HA1078.and adjusted by the National Geodetic Survey in June 1991..
 HA1078
 HA1078.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1078.See file dsdata.txt to determine how the superseded data were derived.
 HA1078
 HA1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG212982(NAD 83)
 HA1078_MARKER: DD = SURVEY DISK
 HA1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA1078_STAMPING: 369.48
 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             NGS
 HA1078
 HA1078                          STATION DESCRIPTION
 HA1078
 HA1078'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1264 ***********************************************************************
 JZ1264  DESIGNATION -  37 M
 JZ1264  PID         -  JZ1264
 JZ1264  STATE/COUNTY-  IN/FRANKLIN
 JZ1264  USGS QUAD   -  NEW FAIRFIELD (1994)
 JZ1264
 JZ1264                         *CURRENT SURVEY CONTROL
 JZ1264  ___________________________________________________________________
 JZ1264* NAD 83(1986)-  39 30 35.     (N)    084 54 38.     (W)     SCALED    
 JZ1264* NAVD 88     -       310.947  (meters)    1020.17   (feet)  ADJUSTED  
 JZ1264  ___________________________________________________________________
 JZ1264  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JZ1264  DYNAMIC HT  -         310.765 (meters)    1019.57  (feet)  COMP
 JZ1264  MODELED GRAV-     980,033.1   (mgal)                       NAVD 88
 JZ1264
 JZ1264  VERT ORDER  -  SECOND    CLASS 0
 JZ1264
 JZ1264.The horizontal coordinates were scaled from a topographic map and have
 JZ1264.an estimated accuracy of +/- 6 seconds.
 JZ1264
 JZ1264.The orthometric height was determined by differential leveling
 JZ1264.and adjusted by the National Geodetic Survey in June 1991..
 JZ1264
 JZ1264.The geoid height was determined by GEOID03.
 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     -   473,360.      165,030.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1264.See file dsdata.txt to determine how the superseded data were derived.
 JZ1264
 JZ1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ796754(NAD 83)
 JZ1264_MARKER: DD = SURVEY DISK
 JZ1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1264_STAMPING: 1021 37M 1946
 JZ1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1264+STABILITY: SURFACE MOTION
 JZ1264
 JZ1264  HISTORY     - Date     Condition        Report By
 JZ1264  HISTORY     - 1946     MONUMENTED       USGS
 JZ1264  HISTORY     - 1947     GOOD             NGS
 JZ1264  HISTORY     - 20050930 POOR             GEOCAC
 JZ1264
 JZ1264                          STATION DESCRIPTION
 JZ1264
 JZ1264'DESCRIBED BY NATIONAL 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'N 39 30.585, W 84 54.633 (CONSUMER-GRADE GPS)
 JZ1264'DISK IS 75 PERCENT GONE.  MARK IS 10 FEET WEST OF PSI ENERGY POLE
 JZ1264'561-504
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0259 ***********************************************************************
 MD0259  DESIGNATION -  38 RHP
 MD0259  PID         -  MD0259
 MD0259  STATE/COUNTY-  IN/ALLEN
 MD0259  USGS QUAD   -  MAPLES (1992)
 MD0259
 MD0259                         *CURRENT SURVEY CONTROL
 MD0259  ___________________________________________________________________
 MD0259* NAD 83(1986)-  41 04 18.     (N)    084 56 34.     (W)     SCALED    
 MD0259* NAVD 88     -       234.602  (meters)     769.69   (feet)  ADJUSTED  
 MD0259  ___________________________________________________________________
 MD0259  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 MD0259  DYNAMIC HT  -         234.506 (meters)     769.38  (feet)  COMP
 MD0259  MODELED GRAV-     980,211.6   (mgal)                       NAVD 88
 MD0259
 MD0259  VERT ORDER  -  FIRST     CLASS I
 MD0259
 MD0259.The horizontal coordinates were scaled from a topographic map and have
 MD0259.an estimated accuracy of +/- 6 seconds.
 MD0259
 MD0259.The orthometric height was determined by differential leveling
 MD0259.and adjusted by the National Geodetic Survey in June 1991..
 MD0259
 MD0259.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0259.See file dsdata.txt to determine how the superseded data were derived.
 MD0259
 MD0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL728487(NAD 83)
 MD0259_MARKER: DD = SURVEY DISK
 MD0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0259_STAMPING: 38 RHP 1951 770
 MD0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0259+STABILITY: SURFACE MOTION
 MD0259
 MD0259  HISTORY     - Date     Condition        Report By
 MD0259  HISTORY     - 1951     MONUMENTED       USGS
 MD0259  HISTORY     - 1968     GOOD             NGS
 MD0259  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0259
 MD0259                          STATION DESCRIPTION
 MD0259
 MD0259'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1214 ***********************************************************************
 JA1214  DESIGNATION -  382 VIN USGS
 JA1214  PID         -  JA1214
 JA1214  STATE/COUNTY-  IN/POSEY
 JA1214  USGS QUAD   -  NEW HARMONY (1980)
 JA1214
 JA1214                         *CURRENT SURVEY CONTROL
 JA1214  ___________________________________________________________________
 JA1214* NAD 83(1986)-  38 07 46.     (N)    087 56 06.     (W)     SCALED    
 JA1214* NAVD 88     -       116.832  (meters)     383.31   (feet)  ADJUSTED  
 JA1214  ___________________________________________________________________
 JA1214  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 JA1214  DYNAMIC HT  -         116.753 (meters)     383.05  (feet)  COMP
 JA1214  MODELED GRAV-     979,955.0   (mgal)                       NAVD 88
 JA1214
 JA1214  VERT ORDER  -  FIRST     CLASS II
 JA1214
 JA1214.The horizontal coordinates were scaled from a topographic map and have
 JA1214.an estimated accuracy of +/- 6 seconds.
 JA1214
 JA1214.The orthometric height was determined by differential leveling
 JA1214.and adjusted by the National Geodetic Survey in June 1991..
 JA1214
 JA1214.The geoid height was determined by GEOID03.
 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     -   320,200.      825,330.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1214.See file dsdata.txt to determine how the superseded data were derived.
 JA1214
 JA1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH180205(NAD 83)
 JA1214_MARKER: DB = BENCH MARK DISK
 JA1214_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1214_SP_SET: BUILDING
 JA1214_STAMPING: 382 VIN
 JA1214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA1214+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2006
 JA1214
 JA1214  HISTORY     - Date     Condition        Report By
 JA1214  HISTORY     - UNK      MONUMENTED       USGS
 JA1214  HISTORY     - 1954     GOOD             NGS
 JA1214  HISTORY     - 20060727 GOOD             ILDT
 JA1214
 JA1214                          STATION DESCRIPTION
 JA1214
 JA1214'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1255 ***********************************************************************
 JA1255  DESIGNATION -  385 USGS
 JA1255  PID         -  JA1255
 JA1255  STATE/COUNTY-  IN/VANDERBURGH
 JA1255  USGS QUAD   -  EVANSVILLE NORTH (1988)
 JA1255
 JA1255                         *CURRENT SURVEY CONTROL
 JA1255  ___________________________________________________________________
 JA1255* NAD 83(1986)-  38 00 59.     (N)    087 32 21.     (W)     SCALED    
 JA1255* NAVD 88     -       117.247  (meters)     384.67   (feet)  ADJUSTED  
 JA1255  ___________________________________________________________________
 JA1255  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 JA1255  DYNAMIC HT  -         117.167 (meters)     384.41  (feet)  COMP
 JA1255  MODELED GRAV-     979,941.3   (mgal)                       NAVD 88
 JA1255
 JA1255  VERT ORDER  -  SECOND    CLASS 0
 JA1255
 JA1255.The horizontal coordinates were scaled from a topographic map and have
 JA1255.an estimated accuracy of +/- 6 seconds.
 JA1255
 JA1255.The orthometric height was determined by differential leveling
 JA1255.and adjusted by the National Geodetic Survey in June 1991..
 JA1255
 JA1255.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1255.See file dsdata.txt to determine how the superseded data were derived.
 JA1255
 JA1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH526077(NAD 83)
 JA1255_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1255_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1255_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA1255_STAMPING: 385 VIN
 JA1255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1255
 JA1255  HISTORY     - Date     Condition        Report By
 JA1255  HISTORY     - UNK      MONUMENTED       USGS
 JA1255  HISTORY     - 1965     MARK NOT FOUND   NGS
 JA1255
 JA1255                          STATION DESCRIPTION
 JA1255
 JA1255'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1023 ***********************************************************************
 LA1023  DESIGNATION -  387
 LA1023  PID         -  LA1023
 LA1023  STATE/COUNTY-  IN/DELAWARE
 LA1023  USGS QUAD   -  MUNCIE WEST (1992)
 LA1023
 LA1023                         *CURRENT SURVEY CONTROL
 LA1023  ___________________________________________________________________
 LA1023* NAD 83(1986)-  40 10 13.     (N)    085 29 13.     (W)     SCALED    
 LA1023* NAVD 88     -       281.792  (meters)     924.51   (feet)  ADJUSTED  
 LA1023  ___________________________________________________________________
 LA1023  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 LA1023  DYNAMIC HT  -         281.643 (meters)     924.02  (feet)  COMP
 LA1023  MODELED GRAV-     980,086.9   (mgal)                       NAVD 88
 LA1023
 LA1023  VERT ORDER  -  SECOND    CLASS 0
 LA1023
 LA1023.The horizontal coordinates were scaled from a topographic map and have
 LA1023.an estimated accuracy of +/- 6 seconds.
 LA1023
 LA1023.The orthometric height was determined by differential leveling
 LA1023.and adjusted by the National Geodetic Survey in June 1991..
 LA1023
 LA1023.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1023.See file dsdata.txt to determine how the superseded data were derived.
 LA1023
 LA1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK288477(NAD 83)
 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             NGS
 LA1023
 LA1023                          STATION DESCRIPTION
 LA1023
 LA1023'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1215 ***********************************************************************
 JA1215  DESIGNATION -  387 VIN USGS
 JA1215  PID         -  JA1215
 JA1215  STATE/COUNTY-  IN/POSEY
 JA1215  USGS QUAD   -  NEW HARMONY (1980)
 JA1215
 JA1215                         *CURRENT SURVEY CONTROL
 JA1215  ___________________________________________________________________
 JA1215* NAD 83(1986)-  38 07 47.     (N)    087 56 11.     (W)     SCALED    
 JA1215* NAVD 88     -       117.593  (meters)     385.80   (feet)  ADJUSTED  
 JA1215  ___________________________________________________________________
 JA1215  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 JA1215  DYNAMIC HT  -         117.514 (meters)     385.54  (feet)  COMP
 JA1215  MODELED GRAV-     979,955.1   (mgal)                       NAVD 88
 JA1215
 JA1215  VERT ORDER  -  FIRST     CLASS II
 JA1215
 JA1215.The horizontal coordinates were scaled from a topographic map and have
 JA1215.an estimated accuracy of +/- 6 seconds.
 JA1215
 JA1215.The orthometric height was determined by differential leveling
 JA1215.and adjusted by the National Geodetic Survey in June 1991..
 JA1215
 JA1215.The geoid height was determined by GEOID03.
 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     -   320,240.      825,210.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1215.See file dsdata.txt to determine how the superseded data were derived.
 JA1215
 JA1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH179206(NAD 83)
 JA1215_MARKER: DD = SURVEY DISK
 JA1215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA1215_SP_SET: STEP
 JA1215_STAMPING: 387 VIN
 JA1215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA1215+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2006
 JA1215
 JA1215  HISTORY     - Date     Condition        Report By
 JA1215  HISTORY     - UNK      MONUMENTED       USGS
 JA1215  HISTORY     - 1954     GOOD             NGS
 JA1215  HISTORY     - 20060727 GOOD             ILDT
 JA1215
 JA1215                          STATION DESCRIPTION
 JA1215
 JA1215'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA1055 ***********************************************************************
 HA1055  DESIGNATION -  388.22
 HA1055  PID         -  HA1055
 HA1055  STATE/COUNTY-  IN/VANDERBURGH
 HA1055  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1055
 HA1055                         *CURRENT SURVEY CONTROL
 HA1055  ___________________________________________________________________
 HA1055* NAD 83(1986)-  37 58 17.     (N)    087 34 15.     (W)     SCALED    
 HA1055* NAVD 88     -       118.159  (meters)     387.66   (feet)  ADJUSTED  
 HA1055  ___________________________________________________________________
 HA1055  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 HA1055  DYNAMIC HT  -         118.078 (meters)     387.39  (feet)  COMP
 HA1055  MODELED GRAV-     979,938.7   (mgal)                       NAVD 88
 HA1055
 HA1055  VERT ORDER  -  FIRST     CLASS II
 HA1055
 HA1055.The horizontal coordinates were scaled from a topographic map and have
 HA1055.an estimated accuracy of +/- 6 seconds.
 HA1055
 HA1055.The orthometric height was determined by differential leveling
 HA1055.and adjusted by the National Geodetic Survey in June 1991..
 HA1055
 HA1055.The geoid height was determined by GEOID03.
 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     -   302,430.      857,170.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1055.See file dsdata.txt to determine how the superseded data were derived.
 HA1055
 HA1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH498027(NAD 83)
 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
 HA1055  HISTORY     - Date     Condition        Report By
 HA1055  HISTORY     - UNK      MONUMENTED       USWB
 HA1055  HISTORY     - 1965     GOOD             NGS
 HA1055  HISTORY     - 1985     GOOD             NGS
 HA1055
 HA1055                          STATION DESCRIPTION
 HA1055
 HA1055'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1202 ***********************************************************************
 ME1202  DESIGNATION -  39 RESET
 ME1202  PID         -  ME1202
 ME1202  STATE/COUNTY-  IN/PORTER
 ME1202  USGS QUAD   -  VALPARAISO (1992)
 ME1202
 ME1202                         *CURRENT SURVEY CONTROL
 ME1202  ___________________________________________________________________
 ME1202* NAD 83(1986)-  41 27 04.     (N)    087 01 38.     (W)     SCALED    
 ME1202* NAVD 88     -       230.873  (meters)     757.46   (feet)  ADJUSTED  
 ME1202  ___________________________________________________________________
 ME1202  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 ME1202  DYNAMIC HT  -         230.780 (meters)     757.15  (feet)  COMP
 ME1202  MODELED GRAV-     980,216.8   (mgal)                       NAVD 88
 ME1202
 ME1202  VERT ORDER  -  FIRST     CLASS I
 ME1202
 ME1202.The horizontal coordinates were scaled from a topographic map and have
 ME1202.an estimated accuracy of +/- 6 seconds.
 ME1202
 ME1202.The orthometric height was determined by differential leveling
 ME1202.and adjusted by the National Geodetic Survey in June 1991..
 ME1202
 ME1202.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1202.See file dsdata.txt to determine how the superseded data were derived.
 ME1202
 ME1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL977888(NAD 83)
 ME1202_MARKER: DD = SURVEY DISK
 ME1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1202_STAMPING: TT 39 ARK 1952 RESET 1956
 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             NGS
 ME1202  HISTORY     - 19900702 MARK NOT FOUND   USGS
 ME1202  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME1202
 ME1202                          STATION DESCRIPTION
 ME1202
 ME1202'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA1054 ***********************************************************************
 HA1054  DESIGNATION -  394
 HA1054  PID         -  HA1054
 HA1054  STATE/COUNTY-  IN/VANDERBURGH
 HA1054  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1054
 HA1054                         *CURRENT SURVEY CONTROL
 HA1054  ___________________________________________________________________
 HA1054* NAD 83(1986)-  37 58 17.     (N)    087 34 28.     (W)     SCALED    
 HA1054* NAVD 88     -       119.888  (meters)     393.33   (feet)  ADJUSTED  
 HA1054  ___________________________________________________________________
 HA1054  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 HA1054  DYNAMIC HT  -         119.805 (meters)     393.06  (feet)  COMP
 HA1054  MODELED GRAV-     979,938.4   (mgal)                       NAVD 88
 HA1054
 HA1054  VERT ORDER  -  FIRST     CLASS II
 HA1054
 HA1054.The horizontal coordinates were scaled from a topographic map and have
 HA1054.an estimated accuracy of +/- 6 seconds.
 HA1054
 HA1054.The orthometric height was determined by differential leveling
 HA1054.and adjusted by the National Geodetic Survey in June 1991..
 HA1054
 HA1054.The geoid height was determined by GEOID03.
 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     -   302,430.      856,850.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1054.See file dsdata.txt to determine how the superseded data were derived.
 HA1054
 HA1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH495027(NAD 83)
 HA1054_MARKER: DB = BENCH MARK DISK
 HA1054_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HA1054_SP_SET: BUILDING
 HA1054_STAMPING: 394 VIN
 HA1054_MARK LOGO: USGS  
 HA1054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA1054+STABILITY: POSITION/ELEVATION WELL
 HA1054
 HA1054  HISTORY     - Date     Condition        Report By
 HA1054  HISTORY     - UNK      MONUMENTED       USGS
 HA1054  HISTORY     - 1965     GOOD             NGS
 HA1054  HISTORY     - 1985     GOOD             NGS
 HA1054  HISTORY     - 19981107 GOOD             USPSQD
 HA1054
 HA1054                          STATION DESCRIPTION
 HA1054
 HA1054'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ0814 ***********************************************************************
 HZ0814  DESIGNATION -  4
 HZ0814  PID         -  HZ0814
 HZ0814  STATE/COUNTY-  IN/SWITZERLAND
 HZ0814  USGS QUAD   -  FLORENCE (1994)
 HZ0814
 HZ0814                         *CURRENT SURVEY CONTROL
 HZ0814  ___________________________________________________________________
 HZ0814* NAD 83(1986)-  38 46 52.     (N)    084 58 04.     (W)     SCALED    
 HZ0814* NAVD 88     -       142.696  (meters)     468.16   (feet)  ADJUSTED  
 HZ0814  ___________________________________________________________________
 HZ0814  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ0814  DYNAMIC HT  -         142.606 (meters)     467.87  (feet)  COMP
 HZ0814  MODELED GRAV-     979,991.5   (mgal)                       NAVD 88
 HZ0814
 HZ0814  VERT ORDER  -  FIRST     CLASS II
 HZ0814
 HZ0814.The horizontal coordinates were scaled from a topographic map and have
 HZ0814.an estimated accuracy of +/- 6 seconds.
 HZ0814
 HZ0814.The orthometric height was determined by differential leveling
 HZ0814.and adjusted by the National Geodetic Survey in June 1991..
 HZ0814
 HZ0814.The geoid height was determined by GEOID03.
 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     -   392,430.      160,730.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0814.See file dsdata.txt to determine how the superseded data were derived.
 HZ0814
 HZ0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH765944(NAD 83)
 HZ0814_MARKER: DD = SURVEY DISK
 HZ0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0814_STAMPING: 4
 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       DOD
 HZ0814  HISTORY     - 1965     GOOD             NGS
 HZ0814
 HZ0814                          STATION DESCRIPTION
 HZ0814
 HZ0814'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA1470 ***********************************************************************
 HA1470  DESIGNATION -  4 M USGS 1946
 HA1470  PID         -  HA1470
 HA1470  STATE/COUNTY-  IN/PERRY
 HA1470  USGS QUAD   -  CANNELTON (1993)
 HA1470
 HA1470                         *CURRENT SURVEY CONTROL
 HA1470  ___________________________________________________________________
 HA1470* NAD 83(1997)-  37 59 25.75137(N)    086 42 27.06135(W)     ADJUSTED  
 HA1470* NAVD 88     -       194.67   (+/-2cm)     638.7    (feet)  VERTCON   
 HA1470  ___________________________________________________________________
 HA1470  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 HA1470  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HA1470
 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.The vertical order pertains to the NGVD 29 superseded value.
 HA1470
 HA1470.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1470
 HA1470.The geoid height was determined by GEOID03.
 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     -   0.99997450  x   0.99998008  =   0.99995458
 HA1470!UTM  16      -   0.99997450  x   0.99960812  =   0.99958263
 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 (07/19/86)  194.77   (m)          639.0    (f) LEVELING    3  
 HA1470
 HA1470.Superseded values are not recommended for survey control.
 HA1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1470.See file dsdata.txt to determine how the superseded data were derived.
 HA1470
 HA1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2568304800(NAD 83)
 HA1470_MARKER: DB = BENCH MARK DISK
 HA1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1470_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HA1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1470+STABILITY: SURFACE MOTION
 HA1470
 HA1470  HISTORY     - Date     Condition        Report By
 HA1470  HISTORY     - 1946     MONUMENTED       USGS
 HA1470
 HA1470                          STATION DESCRIPTION
 HA1470
 HA1470'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1791 ***********************************************************************
 JZ1791  DESIGNATION -  40 M
 JZ1791  PID         -  JZ1791
 JZ1791  STATE/COUNTY-  IN/FRANKLIN
 JZ1791  USGS QUAD   -  EVERTON (1993)
 JZ1791
 JZ1791                         *CURRENT SURVEY CONTROL
 JZ1791  ___________________________________________________________________
 JZ1791* NAD 83(1986)-  39 31 26.     (N)    085 00 14.     (W)     SCALED    
 JZ1791* NAVD 88     -       215.797  (meters)     707.99   (feet)  ADJUSTED  
 JZ1791  ___________________________________________________________________
 JZ1791  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JZ1791  DYNAMIC HT  -         215.669 (meters)     707.57  (feet)  COMP
 JZ1791  MODELED GRAV-     980,026.1   (mgal)                       NAVD 88
 JZ1791
 JZ1791  VERT ORDER  -  SECOND    CLASS 0
 JZ1791
 JZ1791.The horizontal coordinates were scaled from a topographic map and have
 JZ1791.an estimated accuracy of +/- 6 seconds.
 JZ1791
 JZ1791.The orthometric height was determined by differential leveling
 JZ1791.and adjusted by the National Geodetic Survey in June 1991..
 JZ1791
 JZ1791.The geoid height was determined by GEOID03.
 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     -   474,870.      156,990.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1791.See file dsdata.txt to determine how the superseded data were derived.
 JZ1791
 JZ1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ715768(NAD 83)
 JZ1791_MARKER: DD = SURVEY DISK
 JZ1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1791_STAMPING: 709 40M 1946
 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             NGS
 JZ1791
 JZ1791                          STATION DESCRIPTION
 JZ1791
 JZ1791'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA0712 ***********************************************************************
 HA0712  DESIGNATION -  400
 HA0712  PID         -  HA0712
 HA0712  STATE/COUNTY-  IN/WARRICK
 HA0712  USGS QUAD   -  NEWBURGH (1980)
 HA0712
 HA0712                         *CURRENT SURVEY CONTROL
 HA0712  ___________________________________________________________________
 HA0712* NAD 83(1986)-  37 56 40.     (N)    087 24 23.     (W)     SCALED    
 HA0712* NAVD 88     -       121.649  (meters)     399.11   (feet)  ADJUSTED  
 HA0712  ___________________________________________________________________
 HA0712  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HA0712  DYNAMIC HT  -         121.566 (meters)     398.84  (feet)  COMP
 HA0712  MODELED GRAV-     979,942.3   (mgal)                       NAVD 88
 HA0712
 HA0712  VERT ORDER  -  FIRST     CLASS II
 HA0712
 HA0712.The horizontal coordinates were scaled from a topographic map and have
 HA0712.an estimated accuracy of +/- 6 seconds.
 HA0712
 HA0712.The orthometric height was determined by differential leveling
 HA0712.and adjusted by the National Geodetic Survey in June 1991..
 HA0712
 HA0712.The geoid height was determined by GEOID03.
 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     -   299,380.      871,610.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0712.See file dsdata.txt to determine how the superseded data were derived.
 HA0712
 HA0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG642997(NAD 83)
 HA0712_MARKER: DD = SURVEY DISK
 HA0712_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0712_SP_SET: BUILDING
 HA0712_STAMPING: 400 LOUISVILLE
 HA0712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0712
 HA0712  HISTORY     - Date     Condition        Report By
 HA0712  HISTORY     - UNK      MONUMENTED       USGS
 HA0712  HISTORY     - 1965     GOOD             NGS
 HA0712  HISTORY     - 1988     GOOD             USPSQD
 HA0712
 HA0712                          STATION DESCRIPTION
 HA0712
 HA0712'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0734 ***********************************************************************
 LB0734  DESIGNATION -  405
 LB0734  PID         -  LB0734
 LB0734  STATE/COUNTY-  IN/TIPPECANOE
 LB0734  USGS QUAD   -  LAFAYETTE EAST (1986)
 LB0734
 LB0734                         *CURRENT SURVEY CONTROL
 LB0734  ___________________________________________________________________
 LB0734* NAD 83(1986)-  40 22 40.     (N)    086 52 24.     (W)     SCALED    
 LB0734* NAVD 88     -       198.327  (meters)     650.68   (feet)  ADJUSTED  
 LB0734  ___________________________________________________________________
 LB0734  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 LB0734  DYNAMIC HT  -         198.229 (meters)     650.36  (feet)  COMP
 LB0734  MODELED GRAV-     980,126.5   (mgal)                       NAVD 88
 LB0734
 LB0734  VERT ORDER  -  SECOND    CLASS 0
 LB0734
 LB0734.The horizontal coordinates were scaled from a topographic map and have
 LB0734.an estimated accuracy of +/- 6 seconds.
 LB0734
 LB0734.The orthometric height was determined by differential leveling
 LB0734.and adjusted by the National Geodetic Survey in June 1991..
 LB0734
 LB0734.The geoid height was determined by GEOID03.
 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     -   569,490.      917,830.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0734.See file dsdata.txt to determine how the superseded data were derived.
 LB0734
 LB0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK107696(NAD 83)
 LB0734_MARKER: DD = SURVEY DISK
 LB0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0734_STAMPING: 405
 LB0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0734+STABILITY: SURFACE MOTION
 LB0734
 LB0734  HISTORY     - Date     Condition        Report By
 LB0734  HISTORY     - UNK      MONUMENTED       CGS
 LB0734  HISTORY     - 1946     GOOD             NGS
 LB0734
 LB0734                          STATION DESCRIPTION
 LB0734
 LB0734'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0632 ***********************************************************************
 JA0632  DESIGNATION -  409 USE
 JA0632  PID         -  JA0632
 JA0632  STATE/COUNTY-  IN/PERRY
 JA0632  USGS QUAD   -  DERBY (1993)
 JA0632
 JA0632                         *CURRENT SURVEY CONTROL
 JA0632  ___________________________________________________________________
 JA0632* NAD 83(1986)-  38 01 26.     (N)    086 31 37.     (W)     SCALED    
 JA0632* NAVD 88     -       124.325  (meters)     407.89   (feet)  ADJUSTED  
 JA0632  ___________________________________________________________________
 JA0632  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JA0632  DYNAMIC HT  -         124.235 (meters)     407.59  (feet)  COMP
 JA0632  MODELED GRAV-     979,909.2   (mgal)                       NAVD 88
 JA0632
 JA0632  VERT ORDER  -  FIRST     CLASS II
 JA0632
 JA0632.The horizontal coordinates were scaled from a topographic map and have
 JA0632.an estimated accuracy of +/- 6 seconds.
 JA0632
 JA0632.The orthometric height was determined by differential leveling
 JA0632.and adjusted by the National Geodetic Survey in June 1991..
 JA0632
 JA0632.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0632.See file dsdata.txt to determine how the superseded data were derived.
 JA0632
 JA0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH415085(NAD 83)
 JA0632_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA0632_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0632_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0632
 JA0632  HISTORY     - Date     Condition        Report By
 JA0632  HISTORY     - UNK      MONUMENTED       DOD
 JA0632  HISTORY     - 1965     GOOD             NGS
 JA0632
 JA0632                          STATION DESCRIPTION
 JA0632
 JA0632'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1910 ***********************************************************************
 JZ1910  DESIGNATION -  40.90
 JZ1910  PID         -  JZ1910
 JZ1910  STATE/COUNTY-  IN/DEARBORN
 JZ1910  USGS QUAD   -  DILLSBORO (1992)
 JZ1910
 JZ1910                         *CURRENT SURVEY CONTROL
 JZ1910  ___________________________________________________________________
 JZ1910* NAD 83(1986)-  39 06 20.     (N)    085 05 36.     (W)     SCALED    
 JZ1910* NAVD 88     -       280.60   (+/-2cm)     920.6    (feet)  VERTCON   
 JZ1910  ___________________________________________________________________
 JZ1910  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ1910
 JZ1910  VERT ORDER  -  ? (See Below)
 JZ1910
 JZ1910.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ1910
 JZ1910.The geoid height was determined by GEOID03.
 JZ1910
 JZ1910;                    North         East    Units  Estimated Accuracy
 JZ1910;SPC IN E     -   428,370.      149,590.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1910.See file dsdata.txt to determine how the superseded data were derived.
 JZ1910
 JZ1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ648302(NAD 83)
 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             NGS
 JZ1910
 JZ1910                          STATION DESCRIPTION
 JZ1910
 JZ1910'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0821 ***********************************************************************
 LB0821  DESIGNATION -  424
 LB0821  PID         -  LB0821
 LB0821  STATE/COUNTY-  IN/TIPPECANOE
 LB0821  USGS QUAD   -  ROMNEY (1980)
 LB0821
 LB0821                         *CURRENT SURVEY CONTROL
 LB0821  ___________________________________________________________________
 LB0821* NAD 83(1986)-  40 20 42.     (N)    086 54 14.     (W)     SCALED    
 LB0821* NAVD 88     -       202.307  (meters)     663.74   (feet)  ADJUSTED  
 LB0821  ___________________________________________________________________
 LB0821  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 LB0821  DYNAMIC HT  -         202.207 (meters)     663.41  (feet)  COMP
 LB0821  MODELED GRAV-     980,125.5   (mgal)                       NAVD 88
 LB0821
 LB0821  VERT ORDER  -  SECOND    CLASS 0
 LB0821
 LB0821.The horizontal coordinates were scaled from a topographic map and have
 LB0821.an estimated accuracy of +/- 6 seconds.
 LB0821
 LB0821.The orthometric height was determined by differential leveling
 LB0821.and adjusted by the National Geodetic Survey in June 1991..
 LB0821
 LB0821.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0821.See file dsdata.txt to determine how the superseded data were derived.
 LB0821
 LB0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK081660(NAD 83)
 LB0821_MARKER: DD = SURVEY DISK
 LB0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0821_STAMPING: 424
 LB0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0821+STABILITY: SURFACE MOTION
 LB0821
 LB0821  HISTORY     - Date     Condition        Report By
 LB0821  HISTORY     - UNK      MONUMENTED       INGS
 LB0821  HISTORY     - 1946     GOOD             NGS
 LB0821  HISTORY     - 1966     MARK NOT FOUND   NGS
 LB0821
 LB0821                          STATION DESCRIPTION
 LB0821
 LB0821'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1966
 LB0821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1905 ***********************************************************************
 JZ1905  DESIGNATION -  42.50
 JZ1905  PID         -  JZ1905
 JZ1905  STATE/COUNTY-  IN/RIPLEY
 JZ1905  USGS QUAD   -  MILAN (1993)
 JZ1905
 JZ1905                         *CURRENT SURVEY CONTROL
 JZ1905  ___________________________________________________________________
 JZ1905* NAD 83(1986)-  39 07 23.     (N)    085 07 54.     (W)     SCALED    
 JZ1905* NAVD 88     -       301.488  (meters)     989.13   (feet)  POSTED    
 JZ1905  ___________________________________________________________________
 JZ1905  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ1905  DYNAMIC HT  -         301.290 (meters)     988.48  (feet)  COMP
 JZ1905  MODELED GRAV-     979,978.7   (mgal)                       NAVD 88
 JZ1905
 JZ1905  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JZ1905
 JZ1905.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JZ1905.rate of 0.0 thru 1.0 mm/km.
 JZ1905
 JZ1905.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1905.See file dsdata.txt to determine how the superseded data were derived.
 JZ1905
 JZ1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ615320(NAD 83)
 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             NGS
 JZ1905
 JZ1905                          STATION DESCRIPTION
 JZ1905
 JZ1905'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0326 ***********************************************************************
 JA0326  DESIGNATION -  44 1 USE
 JA0326  PID         -  JA0326
 JA0326  STATE/COUNTY-  IN/CRAWFORD
 JA0326  USGS QUAD   -  LEAVENWORTH (1980)
 JA0326
 JA0326                         *CURRENT SURVEY CONTROL
 JA0326  ___________________________________________________________________
 JA0326* NAD 83(1986)-  38 11 02.     (N)    086 19 56.     (W)     SCALED    
 JA0326* NAVD 88     -       115.305  (meters)     378.30   (feet)  ADJUSTED  
 JA0326  ___________________________________________________________________
 JA0326  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JA0326  DYNAMIC HT  -         115.222 (meters)     378.02  (feet)  COMP
 JA0326  MODELED GRAV-     979,916.7   (mgal)                       NAVD 88
 JA0326
 JA0326  VERT ORDER  -  FIRST     CLASS II
 JA0326
 JA0326.The horizontal coordinates were scaled from a topographic map and have
 JA0326.an estimated accuracy of +/- 6 seconds.
 JA0326
 JA0326.The orthometric height was determined by differential leveling
 JA0326.and adjusted by the National Geodetic Survey in June 1991..
 JA0326
 JA0326.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0326.See file dsdata.txt to determine how the superseded data were derived.
 JA0326
 JA0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH584264(NAD 83)
 JA0326_MARKER: DD = SURVEY DISK
 JA0326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0326_SP_SET: WALL
 JA0326_STAMPING: 44 1
 JA0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0326
 JA0326  HISTORY     - Date     Condition        Report By
 JA0326  HISTORY     - UNK      MONUMENTED       DOD
 JA0326  HISTORY     - 1953     GOOD             NGS
 JA0326  HISTORY     - 1965     GOOD             NGS
 JA0326
 JA0326                          STATION DESCRIPTION
 JA0326
 JA0326'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1965
 JA0326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0327 ***********************************************************************
 JA0327  DESIGNATION -  44 2 USE
 JA0327  PID         -  JA0327
 JA0327  STATE/COUNTY-  IN/CRAWFORD
 JA0327  USGS QUAD   -  LEAVENWORTH (1980)
 JA0327
 JA0327                         *CURRENT SURVEY CONTROL
 JA0327  ___________________________________________________________________
 JA0327* NAD 83(1986)-  38 10 59.     (N)    086 19 51.     (W)     SCALED    
 JA0327* NAVD 88     -       126.034  (meters)     413.50   (feet)  ADJUSTED  
 JA0327  ___________________________________________________________________
 JA0327  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JA0327  DYNAMIC HT  -         125.945 (meters)     413.20  (feet)  COMP
 JA0327  MODELED GRAV-     979,917.3   (mgal)                       NAVD 88
 JA0327
 JA0327  VERT ORDER  -  FIRST     CLASS II
 JA0327
 JA0327.The horizontal coordinates were scaled from a topographic map and have
 JA0327.an estimated accuracy of +/- 6 seconds.
 JA0327
 JA0327.The orthometric height was determined by differential leveling
 JA0327.and adjusted by the National Geodetic Survey in June 1991..
 JA0327
 JA0327.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0327.See file dsdata.txt to determine how the superseded data were derived.
 JA0327
 JA0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH586263(NAD 83)
 JA0327_MARKER: DD = SURVEY DISK
 JA0327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0327_SP_SET: STEP
 JA0327_STAMPING: 44 2
 JA0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0327
 JA0327  HISTORY     - Date     Condition        Report By
 JA0327  HISTORY     - UNK      MONUMENTED       DOD
 JA0327  HISTORY     - 1953     GOOD             NGS
 JA0327  HISTORY     - 1965     GOOD             NGS
 JA0327
 JA0327                          STATION DESCRIPTION
 JA0327
 JA0327'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1965
 JA0327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0262 ***********************************************************************
 JA0262  DESIGNATION -  44 INFCC
 JA0262  PID         -  JA0262
 JA0262  STATE/COUNTY-  IN/CRAWFORD
 JA0262  USGS QUAD   -  MILLTOWN (1980)
 JA0262
 JA0262                         *CURRENT SURVEY CONTROL
 JA0262  ___________________________________________________________________
 JA0262* NAD 83(1986)-  38 20 48.     (N)    086 16 27.     (W)     SCALED    
 JA0262* NAVD 88     -       175.476  (meters)     575.71   (feet)  ADJUSTED  
 JA0262  ___________________________________________________________________
 JA0262  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JA0262  DYNAMIC HT  -         175.354 (meters)     575.31  (feet)  COMP
 JA0262  MODELED GRAV-     979,927.5   (mgal)                       NAVD 88
 JA0262
 JA0262  VERT ORDER  -  FIRST     CLASS II
 JA0262
 JA0262.The horizontal coordinates were scaled from a topographic map and have
 JA0262.an estimated accuracy of +/- 6 seconds.
 JA0262
 JA0262.The orthometric height was determined by differential leveling
 JA0262.and adjusted by the National Geodetic Survey in June 1991..
 JA0262
 JA0262.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0262.See file dsdata.txt to determine how the superseded data were derived.
 JA0262
 JA0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH634445(NAD 83)
 JA0262_MARKER: DD = SURVEY DISK
 JA0262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0262_SP_SET: BRIDGE
 JA0262_STAMPING: CRA 44 1964
 JA0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0262
 JA0262  HISTORY     - Date     Condition        Report By
 JA0262  HISTORY     - 1964     MONUMENTED       INFCC
 JA0262  HISTORY     - 1965     GOOD             NGS
 JA0262
 JA0262                          STATION DESCRIPTION
 JA0262
 JA0262'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ0992 ***********************************************************************
 HZ0992  DESIGNATION -  450
 HZ0992  PID         -  HZ0992
 HZ0992  STATE/COUNTY-  IN/JEFFERSON
 HZ0992  USGS QUAD   -  MADISON EAST (1994)
 HZ0992
 HZ0992                         *CURRENT SURVEY CONTROL
 HZ0992  ___________________________________________________________________
 HZ0992* NAD 83(1986)-  38 43 56.     (N)    085 22 25.     (W)     SCALED    
 HZ0992* NAVD 88     -       137.147  (meters)     449.96   (feet)  ADJUSTED  
 HZ0992  ___________________________________________________________________
 HZ0992  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ0992  DYNAMIC HT  -         137.055 (meters)     449.65  (feet)  COMP
 HZ0992  MODELED GRAV-     979,960.9   (mgal)                       NAVD 88
 HZ0992
 HZ0992  VERT ORDER  -  SECOND    CLASS 0
 HZ0992
 HZ0992.The horizontal coordinates were scaled from a topographic map and have
 HZ0992.an estimated accuracy of +/- 6 seconds.
 HZ0992
 HZ0992.The orthometric height was determined by differential leveling
 HZ0992.and adjusted by the National Geodetic Survey in June 1991..
 HZ0992
 HZ0992.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0992.See file dsdata.txt to determine how the superseded data were derived.
 HZ0992
 HZ0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH413883(NAD 83)
 HZ0992_MARKER: P = PIPE CAP
 HZ0992_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ0992_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HZ0992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0992
 HZ0992  HISTORY     - Date     Condition        Report By
 HZ0992  HISTORY     - UNK      MONUMENTED       DOD
 HZ0992  HISTORY     - 1935     GOOD             NGS
 HZ0992  HISTORY     - 1965     MARK NOT FOUND   NGS
 HZ0992
 HZ0992                          STATION DESCRIPTION
 HZ0992
 HZ0992'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1965
 HZ0992'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1602 ***********************************************************************
 HZ1602  DESIGNATION -  456
 HZ1602  PID         -  HZ1602
 HZ1602  STATE/COUNTY-  IN/HARRISON
 HZ1602  USGS QUAD   -  KOSMOSDALE (1994)
 HZ1602
 HZ1602                         *CURRENT SURVEY CONTROL
 HZ1602  ___________________________________________________________________
 HZ1602* NAD 83(1986)-  38 00 23.     (N)    085 59 12.     (W)     SCALED    
 HZ1602* NAVD 88     -       138.752  (meters)     455.22   (feet)  ADJUSTED  
 HZ1602  ___________________________________________________________________
 HZ1602  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 HZ1602  DYNAMIC HT  -         138.654 (meters)     454.90  (feet)  COMP
 HZ1602  MODELED GRAV-     979,921.4   (mgal)                       NAVD 88
 HZ1602
 HZ1602  VERT ORDER  -  FIRST     CLASS II
 HZ1602
 HZ1602.The horizontal coordinates were scaled from a topographic map and have
 HZ1602.an estimated accuracy of +/- 6 seconds.
 HZ1602
 HZ1602.The orthometric height was determined by differential leveling
 HZ1602.and adjusted by the National Geodetic Survey in June 1991..
 HZ1602
 HZ1602.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1602.See file dsdata.txt to determine how the superseded data were derived.
 HZ1602
 HZ1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH889070(NAD 83)
 HZ1602_MARKER: DD = SURVEY DISK
 HZ1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1602_STAMPING: IND 456
 HZ1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1602+STABILITY: SURFACE MOTION
 HZ1602
 HZ1602  HISTORY     - Date     Condition        Report By
 HZ1602  HISTORY     - UNK      MONUMENTED       USGS
 HZ1602  HISTORY     - 1965     GOOD             NGS
 HZ1602
 HZ1602                          STATION DESCRIPTION
 HZ1602
 HZ1602'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1329 ***********************************************************************
 HZ1329  DESIGNATION -  456
 HZ1329  PID         -  HZ1329
 HZ1329  STATE/COUNTY-  IN/FLOYD
 HZ1329  USGS QUAD   -  NEW ALBANY (1992)
 HZ1329
 HZ1329                         *CURRENT SURVEY CONTROL
 HZ1329  ___________________________________________________________________
 HZ1329* NAD 83(1986)-  38 17 54.     (N)    085 49 00.     (W)     SCALED    
 HZ1329* NAVD 88     -       138.645  (meters)     454.87   (feet)  ADJUSTED  
 HZ1329  ___________________________________________________________________
 HZ1329  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 HZ1329  DYNAMIC HT  -         138.551 (meters)     454.56  (feet)  COMP
 HZ1329  MODELED GRAV-     979,950.3   (mgal)                       NAVD 88
 HZ1329
 HZ1329  VERT ORDER  -  FIRST     CLASS II
 HZ1329
 HZ1329.The horizontal coordinates were scaled from a topographic map and have
 HZ1329.an estimated accuracy of +/- 6 seconds.
 HZ1329
 HZ1329.The orthometric height was determined by differential leveling
 HZ1329.and adjusted by the National Geodetic Survey in June 1991..
 HZ1329
 HZ1329.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1329.See file dsdata.txt to determine how the superseded data were derived.
 HZ1329
 HZ1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH034395(NAD 83)
 HZ1329_MARKER: DD = SURVEY DISK
 HZ1329_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1329_SP_SET: OVERPASS
 HZ1329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1329
 HZ1329  HISTORY     - Date     Condition        Report By
 HZ1329  HISTORY     - UNK      MONUMENTED       USGS
 HZ1329  HISTORY     - 1954     GOOD             NGS
 HZ1329  HISTORY     - 1963     GOOD             NGS
 HZ1329  HISTORY     - 20000916 GOOD             INDNR
 HZ1329
 HZ1329                          STATION DESCRIPTION
 HZ1329
 HZ1329'DESCRIBED BY NATIONAL 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 NATIONAL 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 = OCTOBER  6, 2006
 JZ2404 ***********************************************************************
 JZ2404  DESIGNATION -  457
 JZ2404  PID         -  JZ2404
 JZ2404  STATE/COUNTY-  IN/MADISON
 JZ2404  USGS QUAD   -  SHIRLEY (1960)
 JZ2404
 JZ2404                         *CURRENT SURVEY CONTROL
 JZ2404  ___________________________________________________________________
 JZ2404* NAD 83(1986)-  39 58 14.     (N)    085 36 52.     (W)     SCALED    
 JZ2404* NAVD 88     -       290.015  (meters)     951.49   (feet)  ADJUSTED  
 JZ2404  ___________________________________________________________________
 JZ2404  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ2404  DYNAMIC HT  -         289.855 (meters)     950.97  (feet)  COMP
 JZ2404  MODELED GRAV-     980,064.5   (mgal)                       NAVD 88
 JZ2404
 JZ2404  VERT ORDER  -  SECOND    CLASS 0
 JZ2404
 JZ2404.The horizontal coordinates were scaled from a topographic map and have
 JZ2404.an estimated accuracy of +/- 6 seconds.
 JZ2404
 JZ2404.The orthometric height was determined by differential leveling
 JZ2404.and adjusted by the National Geodetic Survey in June 1991..
 JZ2404
 JZ2404.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2404.See file dsdata.txt to determine how the superseded data were derived.
 JZ2404
 JZ2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK183254(NAD 83)
 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       SOURR
 JZ2404  HISTORY     - 1947     GOOD             NGS
 JZ2404
 JZ2404                          STATION DESCRIPTION
 JZ2404
 JZ2404'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1363 ***********************************************************************
 HZ1363  DESIGNATION -  464
 HZ1363  PID         -  HZ1363
 HZ1363  STATE/COUNTY-  IN/CLARK
 HZ1363  USGS QUAD   -  NEW ALBANY (1992)
 HZ1363
 HZ1363                         *CURRENT SURVEY CONTROL
 HZ1363  ___________________________________________________________________
 HZ1363* NAD 83(1986)-  38 16 35.     (N)    085 45 24.     (W)     SCALED    
 HZ1363* NAVD 88     -       141.303  (meters)     463.59   (feet)  ADJUSTED  
 HZ1363  ___________________________________________________________________
 HZ1363  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HZ1363  DYNAMIC HT  -         141.208 (meters)     463.28  (feet)  COMP
 HZ1363  MODELED GRAV-     979,954.3   (mgal)                       NAVD 88
 HZ1363
 HZ1363  VERT ORDER  -  SECOND    CLASS 0
 HZ1363
 HZ1363.The horizontal coordinates were scaled from a topographic map and have
 HZ1363.an estimated accuracy of +/- 6 seconds.
 HZ1363
 HZ1363.The orthometric height was determined by differential leveling
 HZ1363.and adjusted by the National Geodetic Survey in June 1991..
 HZ1363
 HZ1363.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1363.See file dsdata.txt to determine how the superseded data were derived.
 HZ1363
 HZ1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH087372(NAD 83)
 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     - UNK      MONUMENTED       CGS
 HZ1363  HISTORY     - 1965     GOOD             NGS
 HZ1363
 HZ1363                          STATION DESCRIPTION
 HZ1363
 HZ1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HZ1363'0.2 MI NE FROM CLARKSVILLE.
 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 = OCTOBER  6, 2006
 JA1103 ***********************************************************************
 JA1103  DESIGNATION -  464 USGS
 JA1103  PID         -  JA1103
 JA1103  STATE/COUNTY-  IN/SPENCER
 JA1103  USGS QUAD   -  CHRISNEY (1988)
 JA1103
 JA1103                         *CURRENT SURVEY CONTROL
 JA1103  ___________________________________________________________________
 JA1103* NAD 83(1986)-  38 00 54.     (N)    087 02 15.     (W)     SCALED    
 JA1103* NAVD 88     -       133.974  (meters)     439.55   (feet)  ADJUSTED  
 JA1103  ___________________________________________________________________
 JA1103  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 JA1103  DYNAMIC HT  -         133.885 (meters)     439.25  (feet)  COMP
 JA1103  MODELED GRAV-     979,962.8   (mgal)                       NAVD 88
 JA1103
 JA1103  VERT ORDER  -  SECOND    CLASS 0
 JA1103
 JA1103.The horizontal coordinates were scaled from a topographic map and have
 JA1103.an estimated accuracy of +/- 6 seconds.
 JA1103
 JA1103.The orthometric height was determined by differential leveling
 JA1103.and adjusted by the National Geodetic Survey in June 1991..
 JA1103
 JA1103.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1103.See file dsdata.txt to determine how the superseded data were derived.
 JA1103
 JA1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH967074(NAD 83)
 JA1103_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1103_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1103_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA1103_STAMPING: 464 VIN
 JA1103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1103
 JA1103  HISTORY     - Date     Condition        Report By
 JA1103  HISTORY     - UNK      MONUMENTED       USGS
 JA1103  HISTORY     - 1965     MARK NOT FOUND   NGS
 JA1103
 JA1103                          STATION DESCRIPTION
 JA1103
 JA1103'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1891 ***********************************************************************
 JZ1891  DESIGNATION -  46.70 CHIS SQ BORR
 JZ1891  PID         -  JZ1891
 JZ1891  STATE/COUNTY-  IN/RIPLEY
 JZ1891  USGS QUAD   -  PIERCEVILLE (1993)
 JZ1891
 JZ1891                         *CURRENT SURVEY CONTROL
 JZ1891  ___________________________________________________________________
 JZ1891* NAD 83(1986)-  39 08 12.     (N)    085 12 21.     (W)     SCALED    
 JZ1891* NAVD 88     -       297.319  (meters)     975.45   (feet)  POSTED    
 JZ1891  ___________________________________________________________________
 JZ1891  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ1891  DYNAMIC HT  -         297.130 (meters)     974.83  (feet)  COMP
 JZ1891  MODELED GRAV-     979,977.6   (mgal)                       NAVD 88
 JZ1891
 JZ1891  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JZ1891
 JZ1891.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JZ1891.rate of 4.1 thru 8.0 mm/km.
 JZ1891
 JZ1891.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1891.See file dsdata.txt to determine how the superseded data were derived.
 JZ1891
 JZ1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ550334(NAD 83)
 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             NGS
 JZ1891
 JZ1891                          STATION DESCRIPTION
 JZ1891
 JZ1891'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0579 ***********************************************************************
 JA0579  DESIGNATION -  472 VIN USGS
 JA0579  PID         -  JA0579
 JA0579  STATE/COUNTY-  IN/DUBOIS
 JA0579  USGS QUAD   -  HUNTINGBURG (1990)
 JA0579
 JA0579                         *CURRENT SURVEY CONTROL
 JA0579  ___________________________________________________________________
 JA0579* NAD 83(1986)-  38 17 54.     (N)    086 56 54.     (W)     SCALED    
 JA0579* NAVD 88     -       143.587  (meters)     471.08   (feet)  ADJUSTED  
 JA0579  ___________________________________________________________________
 JA0579  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JA0579  DYNAMIC HT  -         143.490 (meters)     470.77  (feet)  COMP
 JA0579  MODELED GRAV-     979,955.6   (mgal)                       NAVD 88
 JA0579
 JA0579  VERT ORDER  -  SECOND    CLASS 0
 JA0579
 JA0579.The horizontal coordinates were scaled from a topographic map and have
 JA0579.an estimated accuracy of +/- 6 seconds.
 JA0579
 JA0579.The orthometric height was determined by differential leveling
 JA0579.and adjusted by the National Geodetic Survey in June 1991..
 JA0579
 JA0579.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0579.See file dsdata.txt to determine how the superseded data were derived.
 JA0579
 JA0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH045389(NAD 83)
 JA0579_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA0579_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0579_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA0579_STAMPING: 472 VIN
 JA0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0579
 JA0579  HISTORY     - Date     Condition        Report By
 JA0579  HISTORY     - UNK      MONUMENTED       USGS
 JA0579  HISTORY     - 1935     GOOD             NGS
 JA0579  HISTORY     - 1965     MARK NOT FOUND   NGS
 JA0579
 JA0579                          STATION DESCRIPTION
 JA0579
 JA0579'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1965
 JA0579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1096 ***********************************************************************
 JA1096  DESIGNATION -  480 3 A 1
 JA1096  PID         -  JA1096
 JA1096  STATE/COUNTY-  IN/PIKE
 JA1096  USGS QUAD   -  PETERSBURG (1980)
 JA1096
 JA1096                         *CURRENT SURVEY CONTROL
 JA1096  ___________________________________________________________________
 JA1096* NAD 83(1986)-  38 29 31.     (N)    087 16 36.     (W)     SCALED    
 JA1096* NAVD 88     -       145.817  (meters)     478.40   (feet)  ADJUSTED  
 JA1096  ___________________________________________________________________
 JA1096  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 JA1096  DYNAMIC HT  -         145.722 (meters)     478.09  (feet)  COMP
 JA1096  MODELED GRAV-     979,978.1   (mgal)                       NAVD 88
 JA1096
 JA1096  VERT ORDER  -  FIRST     CLASS II
 JA1096
 JA1096.The horizontal coordinates were scaled from a topographic map and have
 JA1096.an estimated accuracy of +/- 6 seconds.
 JA1096
 JA1096.The orthometric height was determined by differential leveling
 JA1096.and adjusted by the National Geodetic Survey in June 1991..
 JA1096
 JA1096.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1096.See file dsdata.txt to determine how the superseded data were derived.
 JA1096
 JA1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH758604(NAD 83)
 JA1096_MARKER: DB = BENCH MARK DISK
 JA1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1096_SP_SET: CONCRETE POST
 JA1096_STAMPING: 480 3 A 1 1923
 JA1096_MARK LOGO: USGS  
 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             NGS
 JA1096  HISTORY     - 1985     GOOD             NGS
 JA1096
 JA1096                          STATION DESCRIPTION
 JA1096
 JA1096'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1093 ***********************************************************************
 JA1093  DESIGNATION -  484
 JA1093  PID         -  JA1093
 JA1093  STATE/COUNTY-  IN/PIKE
 JA1093  USGS QUAD   -  PETERSBURG (1980)
 JA1093
 JA1093                         *CURRENT SURVEY CONTROL
 JA1093  ___________________________________________________________________
 JA1093* NAD 83(1986)-  38 29 30.     (N)    087 16 43.     (W)     SCALED    
 JA1093* NAVD 88     -       147.101  (meters)     482.61   (feet)  ADJUSTED  
 JA1093  ___________________________________________________________________
 JA1093  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 JA1093  DYNAMIC HT  -         147.006 (meters)     482.30  (feet)  COMP
 JA1093  MODELED GRAV-     979,978.1   (mgal)                       NAVD 88
 JA1093
 JA1093  VERT ORDER  -  FIRST     CLASS II
 JA1093
 JA1093.The horizontal coordinates were scaled from a topographic map and have
 JA1093.an estimated accuracy of +/- 6 seconds.
 JA1093
 JA1093.The orthometric height was determined by differential leveling
 JA1093.and adjusted by the National Geodetic Survey in June 1991..
 JA1093
 JA1093.The geoid height was determined by GEOID03.
 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     -   360,090.      882,960.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1093.See file dsdata.txt to determine how the superseded data were derived.
 JA1093
 JA1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH757604(NAD 83)
 JA1093_MARKER: DB = BENCH MARK 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             NGS
 JA1093  HISTORY     - 1985     GOOD             NGS
 JA1093
 JA1093                          STATION DESCRIPTION
 JA1093
 JA1093'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0916 ***********************************************************************
 ME0916  DESIGNATION -  48.889
 ME0916  PID         -  ME0916
 ME0916  STATE/COUNTY-  IN/LAKE
 ME0916  USGS QUAD   -  HIGHLAND (1991)
 ME0916
 ME0916                         *CURRENT SURVEY CONTROL
 ME0916  ___________________________________________________________________
 ME0916* NAD 83(1986)-  41 31 45.     (N)    087 27 59.     (W)     SCALED    
 ME0916* NAVD 88     -       189.255  (meters)     620.91   (feet)  ADJUSTED  
 ME0916  ___________________________________________________________________
 ME0916  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 ME0916  DYNAMIC HT  -         189.183 (meters)     620.68  (feet)  COMP
 ME0916  MODELED GRAV-     980,236.2   (mgal)                       NAVD 88
 ME0916
 ME0916  VERT ORDER  -  FIRST     CLASS II
 ME0916
 ME0916.The horizontal coordinates were scaled from a topographic map and have
 ME0916.an estimated accuracy of +/- 6 seconds.
 ME0916
 ME0916.The orthometric height was determined by differential leveling
 ME0916.and adjusted by the National Geodetic Survey in June 1991..
 ME0916
 ME0916.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0916.See file dsdata.txt to determine how the superseded data were derived.
 ME0916
 ME0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL610976(NAD 83)
 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             NGS
 ME0916
 ME0916                          STATION DESCRIPTION
 ME0916
 ME0916'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1235 ***********************************************************************
 KA1235  DESIGNATION -  493
 KA1235  PID         -  KA1235
 KA1235  STATE/COUNTY-  IN/VIGO
 KA1235  USGS QUAD   -  TERRE HAUTE (1993)
 KA1235
 KA1235                         *CURRENT SURVEY CONTROL
 KA1235  ___________________________________________________________________
 KA1235* NAD 83(1986)-  39 25 30.     (N)    087 23 11.     (W)     SCALED    
 KA1235* NAVD 88     -       149.816  (meters)     491.52   (feet)  ADJUSTED  
 KA1235  ___________________________________________________________________
 KA1235  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KA1235  DYNAMIC HT  -         149.731 (meters)     491.24  (feet)  COMP
 KA1235  MODELED GRAV-     980,053.8   (mgal)                       NAVD 88
 KA1235
 KA1235  VERT ORDER  -  FIRST     CLASS II
 KA1235
 KA1235.The horizontal coordinates were scaled from a topographic map and have
 KA1235.an estimated accuracy of +/- 6 seconds.
 KA1235
 KA1235.The orthometric height was determined by differential leveling
 KA1235.and adjusted by the National Geodetic Survey in June 1991..
 KA1235
 KA1235.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1235.See file dsdata.txt to determine how the superseded data were derived.
 KA1235
 KA1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ667640(NAD 83)
 KA1235_MARKER: DD = SURVEY DISK
 KA1235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1235_SP_SET: BRIDGE
 KA1235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1235
 KA1235  HISTORY     - Date     Condition        Report By
 KA1235  HISTORY     - UNK      MONUMENTED       USGS
 KA1235  HISTORY     - 1946     GOOD             NGS
 KA1235  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1235
 KA1235                          STATION DESCRIPTION
 KA1235
 KA1235'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1105 ***********************************************************************
 KA1105  DESIGNATION -  495
 KA1105  PID         -  KA1105
 KA1105  STATE/COUNTY-  IN/VIGO
 KA1105  USGS QUAD   -  TERRE HAUTE (1993)
 KA1105
 KA1105                         *CURRENT SURVEY CONTROL
 KA1105  ___________________________________________________________________
 KA1105* NAD 83(1986)-  39 28 24.     (N)    087 24 11.     (W)     SCALED    
 KA1105* NAVD 88     -       150.480  (meters)     493.70   (feet)  ADJUSTED  
 KA1105  ___________________________________________________________________
 KA1105  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KA1105  DYNAMIC HT  -         150.395 (meters)     493.42  (feet)  COMP
 KA1105  MODELED GRAV-     980,057.7   (mgal)                       NAVD 88
 KA1105
 KA1105  VERT ORDER  -  FIRST     CLASS II
 KA1105
 KA1105.The horizontal coordinates were scaled from a topographic map and have
 KA1105.an estimated accuracy of +/- 6 seconds.
 KA1105
 KA1105.The orthometric height was determined by differential leveling
 KA1105.and adjusted by the National Geodetic Survey in June 1991..
 KA1105.WARNING-Repeat measurements at this control monument indicate possible
 KA1105.vertical movement.
 KA1105
 KA1105.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1105.See file dsdata.txt to determine how the superseded data were derived.
 KA1105
 KA1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ653693(NAD 83)
 KA1105_MARKER: DD = SURVEY DISK
 KA1105_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1105_SP_SET: BUILDING
 KA1105_STAMPING: 495 494.041
 KA1105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1105
 KA1105  HISTORY     - Date     Condition        Report By
 KA1105  HISTORY     - UNK      MONUMENTED       USGS
 KA1105  HISTORY     - 1956     GOOD             NGS
 KA1105  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA1105
 KA1105                          STATION DESCRIPTION
 KA1105
 KA1105'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1106 ***********************************************************************
 KA1106  DESIGNATION -  495 RESET
 KA1106  PID         -  KA1106
 KA1106  STATE/COUNTY-  IN/VIGO
 KA1106  USGS QUAD   -  TERRE HAUTE (1993)
 KA1106
 KA1106                         *CURRENT SURVEY CONTROL
 KA1106  ___________________________________________________________________
 KA1106* NAD 83(1986)-  39 28 24.     (N)    087 24 11.     (W)     SCALED    
 KA1106* NAVD 88     -       149.752  (meters)     491.31   (feet)  ADJUSTED  
 KA1106  ___________________________________________________________________
 KA1106  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KA1106  DYNAMIC HT  -         149.667 (meters)     491.03  (feet)  COMP
 KA1106  MODELED GRAV-     980,057.7   (mgal)                       NAVD 88
 KA1106
 KA1106  VERT ORDER  -  FIRST     CLASS II
 KA1106
 KA1106.The horizontal coordinates were scaled from a topographic map and have
 KA1106.an estimated accuracy of +/- 6 seconds.
 KA1106
 KA1106.The orthometric height was determined by differential leveling
 KA1106.and adjusted by the National Geodetic Survey in June 1991..
 KA1106
 KA1106.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1106.See file dsdata.txt to determine how the superseded data were derived.
 KA1106
 KA1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ653693(NAD 83)
 KA1106_MARKER: DD = SURVEY DISK
 KA1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1106_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 HZ0815 ***********************************************************************
 HZ0815  DESIGNATION -  5
 HZ0815  PID         -  HZ0815
 HZ0815  STATE/COUNTY-  IN/SWITZERLAND
 HZ0815  USGS QUAD   -  FLORENCE (1994)
 HZ0815
 HZ0815                         *CURRENT SURVEY CONTROL
 HZ0815  ___________________________________________________________________
 HZ0815* NAD 83(1986)-  38 46 48.     (N)    084 58 05.     (W)     SCALED    
 HZ0815* NAVD 88     -       144.218  (meters)     473.16   (feet)  ADJUSTED  
 HZ0815  ___________________________________________________________________
 HZ0815  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ0815  DYNAMIC HT  -         144.127 (meters)     472.86  (feet)  COMP
 HZ0815  MODELED GRAV-     979,991.7   (mgal)                       NAVD 88
 HZ0815
 HZ0815  VERT ORDER  -  FIRST     CLASS II
 HZ0815
 HZ0815.The horizontal coordinates were scaled from a topographic map and have
 HZ0815.an estimated accuracy of +/- 6 seconds.
 HZ0815
 HZ0815.The orthometric height was determined by differential leveling
 HZ0815.and adjusted by the National Geodetic Survey in June 1991..
 HZ0815
 HZ0815.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0815.See file dsdata.txt to determine how the superseded data were derived.
 HZ0815
 HZ0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH765943(NAD 83)
 HZ0815_MARKER: DD = SURVEY DISK
 HZ0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0815_SP_SET: 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       DOD
 HZ0815  HISTORY     - 1965     GOOD             NGS
 HZ0815
 HZ0815                          STATION DESCRIPTION
 HZ0815
 HZ0815'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1127 ***********************************************************************
 JA1127  DESIGNATION -  501 VIN USGS
 JA1127  PID         -  JA1127
 JA1127  STATE/COUNTY-  IN/GIBSON
 JA1127  USGS QUAD   -  PRINCETON (1989)
 JA1127
 JA1127                         *CURRENT SURVEY CONTROL
 JA1127  ___________________________________________________________________
 JA1127* NAD 83(1986)-  38 21 20.     (N)    087 34 02.     (W)     SCALED    
 JA1127* NAVD 88     -       152.350  (meters)     499.83   (feet)  ADJUSTED  
 JA1127  ___________________________________________________________________
 JA1127  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JA1127  DYNAMIC HT  -         152.249 (meters)     499.50  (feet)  COMP
 JA1127  MODELED GRAV-     979,963.9   (mgal)                       NAVD 88
 JA1127
 JA1127  VERT ORDER  -  FIRST     CLASS II
 JA1127
 JA1127.The horizontal coordinates were scaled from a topographic map and have
 JA1127.an estimated accuracy of +/- 6 seconds.
 JA1127
 JA1127.The orthometric height was determined by differential leveling
 JA1127.and adjusted by the National Geodetic Survey in June 1991..
 JA1127.WARNING-Repeat measurements at this control monument indicate possible
 JA1127.vertical movement.
 JA1127
 JA1127.The geoid height was determined by GEOID03.
 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     -   345,070.      857,710.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1127.See file dsdata.txt to determine how the superseded data were derived.
 JA1127
 JA1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH504454(NAD 83)
 JA1127_MARKER: DB = BENCH MARK DISK
 JA1127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1127_SP_SET: BUILDING
 JA1127_STAMPING: 501 VIN
 JA1127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1127
 JA1127  HISTORY     - Date     Condition        Report By
 JA1127  HISTORY     - UNK      MONUMENTED       USGS
 JA1127  HISTORY     - 1965     GOOD             NGS
 JA1127
 JA1127                          STATION DESCRIPTION
 JA1127
 JA1127'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1312 ***********************************************************************
 HZ1312  DESIGNATION -  501.3
 HZ1312  PID         -  HZ1312
 HZ1312  STATE/COUNTY-  IN/CLARK
 HZ1312  USGS QUAD   -  SPEED (1994)
 HZ1312
 HZ1312                         *CURRENT SURVEY CONTROL
 HZ1312  ___________________________________________________________________
 HZ1312* NAD 83(1986)-  38 26 54.     (N)    085 51 53.     (W)     SCALED    
 HZ1312* NAVD 88     -       152.651  (meters)     500.82   (feet)  ADJUSTED  
 HZ1312  ___________________________________________________________________
 HZ1312  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 HZ1312  DYNAMIC HT  -         152.549 (meters)     500.49  (feet)  COMP
 HZ1312  MODELED GRAV-     979,959.3   (mgal)                       NAVD 88
 HZ1312
 HZ1312  VERT ORDER  -  FIRST     CLASS II
 HZ1312
 HZ1312.The horizontal coordinates were scaled from a topographic map and have
 HZ1312.an estimated accuracy of +/- 6 seconds.
 HZ1312
 HZ1312.The orthometric height was determined by differential leveling
 HZ1312.and adjusted by the National Geodetic Survey in June 1991..
 HZ1312
 HZ1312.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1312.See file dsdata.txt to determine how the superseded data were derived.
 HZ1312
 HZ1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH990561(NAD 83)
 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             NGS
 HZ1312
 HZ1312                          STATION DESCRIPTION
 HZ1312
 HZ1312'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ0781 ***********************************************************************
 HZ0781  DESIGNATION -  504 B
 HZ0781  PID         -  HZ0781
 HZ0781  STATE/COUNTY-  IN/OHIO
 HZ0781  USGS QUAD   -  RISING SUN (1994)
 HZ0781
 HZ0781                         *CURRENT SURVEY CONTROL
 HZ0781  ___________________________________________________________________
 HZ0781* NAD 83(1986)-  38 56 49.     (N)    084 51 21.     (W)     SCALED    
 HZ0781* NAVD 88     -       150.707  (meters)     494.44   (feet)  ADJUSTED  
 HZ0781  ___________________________________________________________________
 HZ0781  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 HZ0781  DYNAMIC HT  -         150.612 (meters)     494.13  (feet)  COMP
 HZ0781  MODELED GRAV-     979,991.7   (mgal)                       NAVD 88
 HZ0781
 HZ0781  VERT ORDER  -  FIRST     CLASS II
 HZ0781
 HZ0781.The horizontal coordinates were scaled from a topographic map and have
 HZ0781.an estimated accuracy of +/- 6 seconds.
 HZ0781
 HZ0781.The orthometric height was determined by differential leveling
 HZ0781.and adjusted by the National Geodetic Survey in June 1991..
 HZ0781
 HZ0781.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0781.See file dsdata.txt to determine how the superseded data were derived.
 HZ0781
 HZ0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ858130(NAD 83)
 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       DOD
 HZ0781  HISTORY     - 1965     GOOD             NGS
 HZ0781
 HZ0781                          STATION DESCRIPTION
 HZ0781
 HZ0781'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0817 ***********************************************************************
 JA0817  DESIGNATION -  506.7 USGS
 JA0817  PID         -  JA0817
 JA0817  STATE/COUNTY-  IN/LAWRENCE
 JA0817  USGS QUAD   -  OOLITIC (1978)
 JA0817
 JA0817                         *CURRENT SURVEY CONTROL
 JA0817  ___________________________________________________________________
 JA0817* NAD 83(1986)-  38 55 38.     (N)    086 30 18.     (W)     SCALED    
 JA0817* NAVD 88     -       154.319  (meters)     506.29   (feet)  ADJUSTED  
 JA0817  ___________________________________________________________________
 JA0817  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 JA0817  DYNAMIC HT  -         154.223 (meters)     505.98  (feet)  COMP
 JA0817  MODELED GRAV-     980,003.7   (mgal)                       NAVD 88
 JA0817
 JA0817  VERT ORDER  -  SECOND    CLASS 0
 JA0817
 JA0817.The horizontal coordinates were scaled from a topographic map and have
 JA0817.an estimated accuracy of +/- 6 seconds.
 JA0817
 JA0817.The orthometric height was determined by differential leveling
 JA0817.and adjusted by the National Geodetic Survey in June 1991..
 JA0817
 JA0817.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA0817
 JA0817  NGVD 29 (??/??/92)  154.444  (m)          506.70   (f) ADJ UNCH    2 0
 JA0817
 JA0817.Superseded values are not recommended for survey control.
 JA0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0817.See file dsdata.txt to determine how the superseded data were derived.
 JA0817
 JA0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ429088(NAD 83)
 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             NGS
 JA0817
 JA0817                          STATION DESCRIPTION
 JA0817
 JA0817'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0120 ***********************************************************************
 JA0120  DESIGNATION -  508 USGS
 JA0120  PID         -  JA0120
 JA0120  STATE/COUNTY-  IN/LAWRENCE
 JA0120  USGS QUAD   -  BEDFORD WEST (1993)
 JA0120
 JA0120                         *CURRENT SURVEY CONTROL
 JA0120  ___________________________________________________________________
 JA0120* NAD 83(1986)-  38 48 47.     (N)    086 30 01.     (W)     SCALED    
 JA0120* NAVD 88     -       154.501  (meters)     506.89   (feet)  ADJUSTED  
 JA0120  ___________________________________________________________________
 JA0120  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 JA0120  DYNAMIC HT  -         154.404 (meters)     506.57  (feet)  COMP
 JA0120  MODELED GRAV-     979,993.3   (mgal)                       NAVD 88
 JA0120
 JA0120  VERT ORDER  -  FIRST     CLASS II
 JA0120
 JA0120.The horizontal coordinates were scaled from a topographic map and have
 JA0120.an estimated accuracy of +/- 6 seconds.
 JA0120
 JA0120.The orthometric height was determined by differential leveling
 JA0120.and adjusted by the National Geodetic Survey in June 1991..
 JA0120
 JA0120.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0120.See file dsdata.txt to determine how the superseded data were derived.
 JA0120
 JA0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH433961(NAD 83)
 JA0120_MARKER: DB = BENCH MARK DISK
 JA0120_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0120_SP_SET: BRIDGE
 JA0120_STAMPING: 508.507.371
 JA0120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0120
 JA0120  HISTORY     - Date     Condition        Report By
 JA0120  HISTORY     - UNK      MONUMENTED       USGS
 JA0120  HISTORY     - 1949     GOOD             NGS
 JA0120
 JA0120                          STATION DESCRIPTION
 JA0120
 JA0120'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0811 ***********************************************************************
 JA0811  DESIGNATION -  509 A USGS
 JA0811  PID         -  JA0811
 JA0811  STATE/COUNTY-  IN/GREENE
 JA0811  USGS QUAD   -  KOLEEN (1978)
 JA0811
 JA0811                         *CURRENT SURVEY CONTROL
 JA0811  ___________________________________________________________________
 JA0811* NAD 83(1986)-  38 59 31.     (N)    086 52 26.     (W)     SCALED    
 JA0811* NAVD 88     -       154.821  (meters)     507.94   (feet)  ADJUSTED  
 JA0811  ___________________________________________________________________
 JA0811  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 JA0811  DYNAMIC HT  -         154.725 (meters)     507.63  (feet)  COMP
 JA0811  MODELED GRAV-     980,010.6   (mgal)                       NAVD 88
 JA0811
 JA0811  VERT ORDER  -  FIRST     CLASS II
 JA0811
 JA0811.The horizontal coordinates were scaled from a topographic map and have
 JA0811.an estimated accuracy of +/- 6 seconds.
 JA0811
 JA0811.The orthometric height was determined by differential leveling
 JA0811.and adjusted by the National Geodetic Survey in June 1991..
 JA0811
 JA0811.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0811.See file dsdata.txt to determine how the superseded data were derived.
 JA0811
 JA0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ109158(NAD 83)
 JA0811_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA0811_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0811_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA0811_STAMPING: 509 1906
 JA0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0811
 JA0811  HISTORY     - Date     Condition        Report By
 JA0811  HISTORY     - 1906     MONUMENTED       USGS
 JA0811  HISTORY     - UNK      GOOD             NGS
 JA0811  HISTORY     - UNK      GOOD             NGS
 JA0811
 JA0811                          STATION DESCRIPTION
 JA0811
 JA0811'DESCRIBED BY NATIONAL GEODETIC SURVEY UNK
 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.
 JA0811
 JA0811                          STATION RECOVERY (UNK )
 JA0811
 JA0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY UNK
 JA0811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1842 ***********************************************************************
 LA1842  DESIGNATION -  51 M
 LA1842  PID         -  LA1842
 LA1842  STATE/COUNTY-  IN/WABASH
 LA1842  USGS QUAD   -  SOMERSET (1994)
 LA1842
 LA1842                         *CURRENT SURVEY CONTROL
 LA1842  ___________________________________________________________________
 LA1842* NAD 83(1986)-  40 40 11.     (N)    085 49 28.     (W)     SCALED    
 LA1842* NAVD 88     -       247.724  (meters)     812.74   (feet)  ADJUSTED  
 LA1842  ___________________________________________________________________
 LA1842  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LA1842  DYNAMIC HT  -         247.601 (meters)     812.34  (feet)  COMP
 LA1842  MODELED GRAV-     980,124.2   (mgal)                       NAVD 88
 LA1842
 LA1842  VERT ORDER  -  SECOND    CLASS 0
 LA1842
 LA1842.The horizontal coordinates were scaled from a topographic map and have
 LA1842.an estimated accuracy of +/- 6 seconds.
 LA1842
 LA1842.The orthometric height was determined by differential leveling
 LA1842.and adjusted by the National Geodetic Survey in June 1991..
 LA1842
 LA1842.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1842.See file dsdata.txt to determine how the superseded data were derived.
 LA1842
 LA1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL993027(NAD 83)
 LA1842_MARKER: DD = SURVEY DISK
 LA1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1842_STAMPING: 813 51M 1945
 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             NGS
 LA1842  HISTORY     - 1962     GOOD             NGS
 LA1842
 LA1842                          STATION DESCRIPTION
 LA1842
 LA1842'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1962
 LA1842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1884 ***********************************************************************
 JZ1884  DESIGNATION -  51.20
 JZ1884  PID         -  JZ1884
 JZ1884  STATE/COUNTY-  IN/RIPLEY
 JZ1884  USGS QUAD   -  OSGOOD (1993)
 JZ1884
 JZ1884                         *CURRENT SURVEY CONTROL
 JZ1884  ___________________________________________________________________
 JZ1884* NAD 83(1986)-  39 07 57.     (N)    085 17 19.     (W)     SCALED    
 JZ1884* NAVD 88     -       297.20   (+/-2cm)     975.1    (feet)  VERTCON   
 JZ1884  ___________________________________________________________________
 JZ1884  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ1884
 JZ1884  VERT ORDER  -  ? (See Below)
 JZ1884
 JZ1884.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ1884
 JZ1884.The geoid height was determined by GEOID03.
 JZ1884
 JZ1884;                    North         East    Units  Estimated Accuracy
 JZ1884;SPC IN E     -   431,270.      132,690.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1884.See file dsdata.txt to determine how the superseded data were derived.
 JZ1884
 JZ1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ479328(NAD 83)
 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             NGS
 JZ1884
 JZ1884                          STATION DESCRIPTION
 JZ1884
 JZ1884'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0816 ***********************************************************************
 JA0816  DESIGNATION -  514.0 USGS
 JA0816  PID         -  JA0816
 JA0816  STATE/COUNTY-  IN/LAWRENCE
 JA0816  USGS QUAD   -  OOLITIC (1978)
 JA0816
 JA0816                         *CURRENT SURVEY CONTROL
 JA0816  ___________________________________________________________________
 JA0816* NAD 83(1986)-  38 56 34.     (N)    086 30 39.     (W)     SCALED    
 JA0816* NAVD 88     -       156.532  (meters)     513.56   (feet)  ADJUSTED  
 JA0816  ___________________________________________________________________
 JA0816  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JA0816  DYNAMIC HT  -         156.435 (meters)     513.24  (feet)  COMP
 JA0816  MODELED GRAV-     980,005.6   (mgal)                       NAVD 88
 JA0816
 JA0816  VERT ORDER  -  SECOND    CLASS 0
 JA0816
 JA0816.The horizontal coordinates were scaled from a topographic map and have
 JA0816.an estimated accuracy of +/- 6 seconds.
 JA0816
 JA0816.The orthometric height was determined by differential leveling
 JA0816.and adjusted by the National Geodetic Survey in June 1991..
 JA0816
 JA0816.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0816.See file dsdata.txt to determine how the superseded data were derived.
 JA0816
 JA0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ423105(NAD 83)
 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             NGS
 JA0816
 JA0816                          STATION DESCRIPTION
 JA0816
 JA0816'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA0745 ***********************************************************************
 HA0745  DESIGNATION -  515
 HA0745  PID         -  HA0745
 HA0745  STATE/COUNTY-  IN/WARRICK
 HA0745  USGS QUAD   -  YANKEETOWN (1983)
 HA0745
 HA0745                         *CURRENT SURVEY CONTROL
 HA0745  ___________________________________________________________________
 HA0745* NAD 83(1986)-  37 55 15.     (N)    087 17 54.     (W)     SCALED    
 HA0745* NAVD 88     -       155.788  (meters)     511.11   (feet)  ADJUSTED  
 HA0745  ___________________________________________________________________
 HA0745  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HA0745  DYNAMIC HT  -         155.681 (meters)     510.76  (feet)  COMP
 HA0745  MODELED GRAV-     979,938.6   (mgal)                       NAVD 88
 HA0745
 HA0745  VERT ORDER  -  FIRST     CLASS II
 HA0745
 HA0745.The horizontal coordinates were scaled from a topographic map and have
 HA0745.an estimated accuracy of +/- 6 seconds.
 HA0745
 HA0745.The orthometric height was determined by differential leveling
 HA0745.and adjusted by the National Geodetic Survey in June 1991..
 HA0745
 HA0745.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0745.See file dsdata.txt to determine how the superseded data were derived.
 HA0745
 HA0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG737970(NAD 83)
 HA0745_MARKER: DD = SURVEY DISK
 HA0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0745_STAMPING: 515 LOUISVILLE
 HA0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0745+STABILITY: SURFACE MOTION
 HA0745
 HA0745  HISTORY     - Date     Condition        Report By
 HA0745  HISTORY     - UNK      MONUMENTED       USGS
 HA0745  HISTORY     - 1965     GOOD             NGS
 HA0745
 HA0745                          STATION DESCRIPTION
 HA0745
 HA0745'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0145 ***********************************************************************
 JA0145  DESIGNATION -  517.1 USGS
 JA0145  PID         -  JA0145
 JA0145  STATE/COUNTY-  IN/LAWRENCE
 JA0145  USGS QUAD   -  BARTLETTSVILLE (1994)
 JA0145
 JA0145                         *CURRENT SURVEY CONTROL
 JA0145  ___________________________________________________________________
 JA0145* NAD 83(1986)-  38 56 00.     (N)    086 29 59.     (W)     SCALED    
 JA0145* NAVD 88     -       157.487  (meters)     516.69   (feet)  ADJUSTED  
 JA0145  ___________________________________________________________________
 JA0145  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JA0145  DYNAMIC HT  -         157.389 (meters)     516.37  (feet)  COMP
 JA0145  MODELED GRAV-     980,005.5   (mgal)                       NAVD 88
 JA0145
 JA0145  VERT ORDER  -  SECOND    CLASS 0
 JA0145
 JA0145.The horizontal coordinates were scaled from a topographic map and have
 JA0145.an estimated accuracy of +/- 6 seconds.
 JA0145
 JA0145.The orthometric height was determined by differential leveling
 JA0145.and adjusted by the National Geodetic Survey in June 1991..
 JA0145
 JA0145.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0145.See file dsdata.txt to determine how the superseded data were derived.
 JA0145
 JA0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ433094(NAD 83)
 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             NGS
 JA0145
 JA0145                          STATION DESCRIPTION
 JA0145
 JA0145'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1335 ***********************************************************************
 JA1335  DESIGNATION -  52 A BOLT
 JA1335  PID         -  JA1335
 JA1335  STATE/COUNTY-  IN/KNOX
 JA1335  USGS QUAD   -  VINCENNES (1998)
 JA1335
 JA1335                         *CURRENT SURVEY CONTROL
 JA1335  ___________________________________________________________________
 JA1335* NAD 83(1986)-  38 39 59.     (N)    087 35 15.     (W)     SCALED    
 JA1335* NAVD 88     -       124.709  (meters)     409.15   (feet)  ADJUSTED  
 JA1335  ___________________________________________________________________
 JA1335  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JA1335  DYNAMIC HT  -         124.632 (meters)     408.90  (feet)  COMP
 JA1335  MODELED GRAV-     980,010.9   (mgal)                       NAVD 88
 JA1335
 JA1335  VERT ORDER  -  FIRST     CLASS II
 JA1335
 JA1335.The horizontal coordinates were scaled from a topographic map and have
 JA1335.an estimated accuracy of +/- 6 seconds.
 JA1335
 JA1335.The orthometric height was determined by differential leveling
 JA1335.and adjusted by the National Geodetic Survey in June 1991..
 JA1335
 JA1335.The geoid height was determined by GEOID03.
 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     -   379,580.      856,120.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1335.See file dsdata.txt to determine how the superseded data were derived.
 JA1335
 JA1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH488799(NAD 83)
 JA1335_MARKER: B = BOLT
 JA1335_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1335_SP_SET: 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       DOD
 JA1335  HISTORY     - 1954     GOOD             NGS
 JA1335
 JA1335                          STATION DESCRIPTION
 JA1335
 JA1335'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1334 ***********************************************************************
 JA1334  DESIGNATION -  52 A CAP
 JA1334  PID         -  JA1334
 JA1334  STATE/COUNTY-  IN/KNOX
 JA1334  USGS QUAD   -  VINCENNES (1998)
 JA1334
 JA1334                         *CURRENT SURVEY CONTROL
 JA1334  ___________________________________________________________________
 JA1334* NAD 83(1986)-  38 39 59.     (N)    087 35 15.     (W)     SCALED    
 JA1334* NAVD 88     -       125.936  (meters)     413.18   (feet)  ADJUSTED  
 JA1334  ___________________________________________________________________
 JA1334  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JA1334  DYNAMIC HT  -         125.858 (meters)     412.92  (feet)  COMP
 JA1334  MODELED GRAV-     980,010.9   (mgal)                       NAVD 88
 JA1334
 JA1334  VERT ORDER  -  FIRST     CLASS II
 JA1334
 JA1334.The horizontal coordinates were scaled from a topographic map and have
 JA1334.an estimated accuracy of +/- 6 seconds.
 JA1334
 JA1334.The orthometric height was determined by differential leveling
 JA1334.and adjusted by the National Geodetic Survey in June 1991..
 JA1334
 JA1334.The geoid height was determined by GEOID03.
 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     -   379,580.      856,120.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1334.See file dsdata.txt to determine how the superseded data were derived.
 JA1334
 JA1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH488799(NAD 83)
 JA1334_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1334_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1334_SP_SET: 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       DOD
 JA1334  HISTORY     - 1954     GOOD             NGS
 JA1334
 JA1334                          STATION DESCRIPTION
 JA1334
 JA1334'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1802 ***********************************************************************
 LA1802  DESIGNATION -  52 M
 LA1802  PID         -  LA1802
 LA1802  STATE/COUNTY-  IN/WABASH
 LA1802  USGS QUAD   -  SOMERSET (1994)
 LA1802
 LA1802                         *CURRENT SURVEY CONTROL
 LA1802  ___________________________________________________________________
 LA1802* NAD 83(1986)-  40 39 57.     (N)    085 50 51.     (W)     SCALED    
 LA1802* NAVD 88     -       224.415  (meters)     736.27   (feet)  ADJUSTED  
 LA1802  ___________________________________________________________________
 LA1802  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LA1802  DYNAMIC HT  -         224.304 (meters)     735.90  (feet)  COMP
 LA1802  MODELED GRAV-     980,123.9   (mgal)                       NAVD 88
 LA1802
 LA1802  VERT ORDER  -  SECOND    CLASS 0
 LA1802
 LA1802.The horizontal coordinates were scaled from a topographic map and have
 LA1802.an estimated accuracy of +/- 6 seconds.
 LA1802
 LA1802.The orthometric height was determined by differential leveling
 LA1802.and adjusted by the National Geodetic Survey in June 1991..
 LA1802
 LA1802.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1802.See file dsdata.txt to determine how the superseded data were derived.
 LA1802
 LA1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL974023(NAD 83)
 LA1802_MARKER: DD = SURVEY DISK
 LA1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1802_STAMPING: 52M 737 1945
 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             NGS
 LA1802
 LA1802                          STATION DESCRIPTION
 LA1802
 LA1802'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1309 ***********************************************************************
 HZ1309  DESIGNATION -  520
 HZ1309  PID         -  HZ1309
 HZ1309  STATE/COUNTY-  IN/CLARK
 HZ1309  USGS QUAD   -  BORDEN (1993)
 HZ1309
 HZ1309                         *CURRENT SURVEY CONTROL
 HZ1309  ___________________________________________________________________
 HZ1309* NAD 83(1986)-  38 27 05.     (N)    085 53 44.     (W)     SCALED    
 HZ1309* NAVD 88     -       158.308  (meters)     519.38   (feet)  ADJUSTED  
 HZ1309  ___________________________________________________________________
 HZ1309  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 HZ1309  DYNAMIC HT  -         158.201 (meters)     519.03  (feet)  COMP
 HZ1309  MODELED GRAV-     979,952.4   (mgal)                       NAVD 88
 HZ1309
 HZ1309  VERT ORDER  -  FIRST     CLASS II
 HZ1309
 HZ1309.The horizontal coordinates were scaled from a topographic map and have
 HZ1309.an estimated accuracy of +/- 6 seconds.
 HZ1309
 HZ1309.The orthometric height was determined by differential leveling
 HZ1309.and adjusted by the National Geodetic Survey in June 1991..
 HZ1309
 HZ1309.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1309.See file dsdata.txt to determine how the superseded data were derived.
 HZ1309
 HZ1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH963564(NAD 83)
 HZ1309_MARKER: DD = SURVEY DISK
 HZ1309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1309_SP_SET: CULVERT
 HZ1309_STAMPING: 520
 HZ1309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1309
 HZ1309  HISTORY     - Date     Condition        Report By
 HZ1309  HISTORY     - UNK      MONUMENTED       USGS
 HZ1309  HISTORY     - 1949     GOOD             NGS
 HZ1309
 HZ1309                          STATION DESCRIPTION
 HZ1309
 HZ1309'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ0918 ***********************************************************************
 JZ0918  DESIGNATION -  522.4
 JZ0918  PID         -  JZ0918
 JZ0918  STATE/COUNTY-  IN/DEARBORN
 JZ0918  USGS QUAD   -  HOOVEN (1992)
 JZ0918
 JZ0918                         *CURRENT SURVEY CONTROL
 JZ0918  ___________________________________________________________________
 JZ0918* NAD 83(1986)-  39 14 03.     (N)    084 49 33.     (W)     SCALED    
 JZ0918* NAVD 88     -       159.042  (meters)     521.79   (feet)  ADJUSTED  
 JZ0918  ___________________________________________________________________
 JZ0918  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JZ0918  DYNAMIC HT  -         158.947 (meters)     521.48  (feet)  COMP
 JZ0918  MODELED GRAV-     980,026.4   (mgal)                       NAVD 88
 JZ0918
 JZ0918  VERT ORDER  -  SECOND    CLASS 0
 JZ0918
 JZ0918.The horizontal coordinates were scaled from a topographic map and have
 JZ0918.an estimated accuracy of +/- 6 seconds.
 JZ0918
 JZ0918.The orthometric height was determined by differential leveling
 JZ0918.and adjusted by the National Geodetic Survey in June 1991..
 JZ0918
 JZ0918.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0918.See file dsdata.txt to determine how the superseded data were derived.
 JZ0918
 JZ0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ876450(NAD 83)
 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             NGS
 JZ0918
 JZ0918                          STATION DESCRIPTION
 JZ0918
 JZ0918'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1233 ***********************************************************************
 KA1233  DESIGNATION -  524
 KA1233  PID         -  KA1233
 KA1233  STATE/COUNTY-  IN/VIGO
 KA1233  USGS QUAD   -  TERRE HAUTE (1993)
 KA1233
 KA1233                         *CURRENT SURVEY CONTROL
 KA1233  ___________________________________________________________________
 KA1233* NAD 83(1986)-  39 24 18.     (N)    087 22 33.     (W)     SCALED    
 KA1233* NAVD 88     -       159.299  (meters)     522.63   (feet)  ADJUSTED  
 KA1233  ___________________________________________________________________
 KA1233  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KA1233  DYNAMIC HT  -         159.208 (meters)     522.33  (feet)  COMP
 KA1233  MODELED GRAV-     980,052.3   (mgal)                       NAVD 88
 KA1233
 KA1233  VERT ORDER  -  FIRST     CLASS II
 KA1233
 KA1233.The horizontal coordinates were scaled from a topographic map and have
 KA1233.an estimated accuracy of +/- 6 seconds.
 KA1233
 KA1233.The orthometric height was determined by differential leveling
 KA1233.and adjusted by the National Geodetic Survey in June 1991..
 KA1233
 KA1233.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1233.See file dsdata.txt to determine how the superseded data were derived.
 KA1233
 KA1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ676617(NAD 83)
 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
 KA1233  HISTORY     - Date     Condition        Report By
 KA1233  HISTORY     - UNK      MONUMENTED       USGS
 KA1233  HISTORY     - 1946     GOOD             NGS
 KA1233  HISTORY     - 1985     GOOD             NGS
 KA1233
 KA1233                          STATION DESCRIPTION
 KA1233
 KA1233'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0360 ***********************************************************************
 KA0360  DESIGNATION -  526
 KA0360  PID         -  KA0360
 KA0360  STATE/COUNTY-  IN/GREENE
 KA0360  USGS QUAD   -  BLOOMFIELD (1980)
 KA0360
 KA0360                         *CURRENT SURVEY CONTROL
 KA0360  ___________________________________________________________________
 KA0360* NAD 83(1986)-  39 07 07.     (N)    086 58 30.     (W)     SCALED    
 KA0360* NAVD 88     -       160.038  (meters)     525.06   (feet)  ADJUSTED  
 KA0360  ___________________________________________________________________
 KA0360  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KA0360  DYNAMIC HT  -         159.942 (meters)     524.74  (feet)  COMP
 KA0360  MODELED GRAV-     980,027.0   (mgal)                       NAVD 88
 KA0360
 KA0360  VERT ORDER  -  FIRST     CLASS II
 KA0360
 KA0360.The horizontal coordinates were scaled from a topographic map and have
 KA0360.an estimated accuracy of +/- 6 seconds.
 KA0360
 KA0360.The orthometric height was determined by differential leveling
 KA0360.and adjusted by the National Geodetic Survey in June 1991..
 KA0360.WARNING-Repeat measurements at this control monument indicate possible
 KA0360.vertical movement.
 KA0360
 KA0360.The geoid height was determined by GEOID03.
 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     -   429,670.      909,370.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0360.See file dsdata.txt to determine how the superseded data were derived.
 KA0360
 KA0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ021299(NAD 83)
 KA0360_MARKER: DD = SURVEY DISK
 KA0360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0360_SP_SET: BUILDING
 KA0360_STAMPING: 526 525.511
 KA0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0360
 KA0360  HISTORY     - Date     Condition        Report By
 KA0360  HISTORY     - UNK      MONUMENTED       USGS
 KA0360  HISTORY     - 1946     GOOD             NGS
 KA0360  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0360
 KA0360                          STATION DESCRIPTION
 KA0360
 KA0360'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0963 ***********************************************************************
 KA0963  DESIGNATION -  526.662
 KA0963  PID         -  KA0963
 KA0963  STATE/COUNTY-  IN/PARKE
 KA0963  USGS QUAD   -  WALLACE (1961)
 KA0963
 KA0963                         *CURRENT SURVEY CONTROL
 KA0963  ___________________________________________________________________
 KA0963* NAD 83(1986)-  39 53 21.     (N)    087 13 54.     (W)     SCALED    
 KA0963* NAVD 88     -       160.522  (meters)     526.65   (feet)  ADJUSTED  
 KA0963  ___________________________________________________________________
 KA0963  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KA0963  DYNAMIC HT  -         160.433 (meters)     526.35  (feet)  COMP
 KA0963  MODELED GRAV-     980,069.0   (mgal)                       NAVD 88
 KA0963
 KA0963  VERT ORDER  -  SECOND    CLASS 0
 KA0963
 KA0963.The horizontal coordinates were scaled from a topographic map and have
 KA0963.an estimated accuracy of +/- 6 seconds.
 KA0963
 KA0963.The orthometric height was determined by differential leveling
 KA0963.and adjusted by the National Geodetic Survey in June 1991..
 KA0963
 KA0963.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0963.See file dsdata.txt to determine how the superseded data were derived.
 KA0963
 KA0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK801154(NAD 83)
 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             NGS
 KA0963
 KA0963                          STATION DESCRIPTION
 KA0963
 KA0963'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1338 ***********************************************************************
 JA1338  DESIGNATION -  53 A BOLT
 JA1338  PID         -  JA1338
 JA1338  STATE/COUNTY-  IN/KNOX
 JA1338  USGS QUAD   -  VINCENNES (1998)
 JA1338
 JA1338                         *CURRENT SURVEY CONTROL
 JA1338  ___________________________________________________________________
 JA1338* NAD 83(1986)-  38 39 23.     (N)    087 35 53.     (W)     SCALED    
 JA1338* NAVD 88     -       123.815  (meters)     406.22   (feet)  ADJUSTED  
 JA1338  ___________________________________________________________________
 JA1338  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 JA1338  DYNAMIC HT  -         123.739 (meters)     405.97  (feet)  COMP
 JA1338  MODELED GRAV-     980,010.3   (mgal)                       NAVD 88
 JA1338
 JA1338  VERT ORDER  -  FIRST     CLASS II
 JA1338
 JA1338.The horizontal coordinates were scaled from a topographic map and have
 JA1338.an estimated accuracy of +/- 6 seconds.
 JA1338
 JA1338.The orthometric height was determined by differential leveling
 JA1338.and adjusted by the National Geodetic Survey in June 1991..
 JA1338
 JA1338.The geoid height was determined by GEOID03.
 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     -   378,480.      855,200.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1338.See file dsdata.txt to determine how the superseded data were derived.
 JA1338
 JA1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH479788(NAD 83)
 JA1338_MARKER: B = BOLT
 JA1338_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1338_SP_SET: 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       DOD
 JA1338  HISTORY     - 1954     GOOD             NGS
 JA1338
 JA1338                          STATION DESCRIPTION
 JA1338
 JA1338'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1337 ***********************************************************************
 JA1337  DESIGNATION -  53 A CAP
 JA1337  PID         -  JA1337
 JA1337  STATE/COUNTY-  IN/KNOX
 JA1337  USGS QUAD   -  VINCENNES (1998)
 JA1337
 JA1337                         *CURRENT SURVEY CONTROL
 JA1337  ___________________________________________________________________
 JA1337* NAD 83(1986)-  38 39 23.     (N)    087 35 53.     (W)     SCALED    
 JA1337* NAVD 88     -       125.048  (meters)     410.26   (feet)  ADJUSTED  
 JA1337  ___________________________________________________________________
 JA1337  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 JA1337  DYNAMIC HT  -         124.971 (meters)     410.01  (feet)  COMP
 JA1337  MODELED GRAV-     980,010.3   (mgal)                       NAVD 88
 JA1337
 JA1337  VERT ORDER  -  FIRST     CLASS II
 JA1337
 JA1337.The horizontal coordinates were scaled from a topographic map and have
 JA1337.an estimated accuracy of +/- 6 seconds.
 JA1337
 JA1337.The orthometric height was determined by differential leveling
 JA1337.and adjusted by the National Geodetic Survey in June 1991..
 JA1337
 JA1337.The geoid height was determined by GEOID03.
 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     -   378,480.      855,200.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1337.See file dsdata.txt to determine how the superseded data were derived.
 JA1337
 JA1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH479788(NAD 83)
 JA1337_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1337_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1337_SP_SET: 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       DOD
 JA1337  HISTORY     - 1954     GOOD             NGS
 JA1337
 JA1337                          STATION DESCRIPTION
 JA1337
 JA1337'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1795 ***********************************************************************
 LA1795  DESIGNATION -  53 M
 LA1795  PID         -  LA1795
 LA1795  STATE/COUNTY-  IN/WABASH
 LA1795  USGS QUAD   -  PEORIA (1994)
 LA1795
 LA1795                         *CURRENT SURVEY CONTROL
 LA1795  ___________________________________________________________________
 LA1795* NAD 83(1986)-  40 40 02.     (N)    085 53 19.     (W)     SCALED    
 LA1795* NAVD 88     -       244.359  (meters)     801.70   (feet)  ADJUSTED  
 LA1795  ___________________________________________________________________
 LA1795  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LA1795  DYNAMIC HT  -         244.238 (meters)     801.30  (feet)  COMP
 LA1795  MODELED GRAV-     980,124.8   (mgal)                       NAVD 88
 LA1795
 LA1795  VERT ORDER  -  SECOND    CLASS 0
 LA1795
 LA1795.The horizontal coordinates were scaled from a topographic map and have
 LA1795.an estimated accuracy of +/- 6 seconds.
 LA1795
 LA1795.The orthometric height was determined by differential leveling
 LA1795.and adjusted by the National Geodetic Survey in June 1991..
 LA1795
 LA1795.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1795.See file dsdata.txt to determine how the superseded data were derived.
 LA1795
 LA1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL939024(NAD 83)
 LA1795_MARKER: DD = SURVEY DISK
 LA1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1795_STAMPING: 53 M 802 1945
 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             NGS
 LA1795
 LA1795                          STATION DESCRIPTION
 LA1795
 LA1795'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0967 ***********************************************************************
 KA0967  DESIGNATION -  539.775
 KA0967  PID         -  KA0967
 KA0967  STATE/COUNTY-  IN/PARKE
 KA0967  USGS QUAD   -  WALLACE (1961)
 KA0967
 KA0967                         *CURRENT SURVEY CONTROL
 KA0967  ___________________________________________________________________
 KA0967* NAD 83(1986)-  39 54 42.     (N)    087 14 32.     (W)     SCALED    
 KA0967* NAVD 88     -       164.508  (meters)     539.72   (feet)  ADJUSTED  
 KA0967  ___________________________________________________________________
 KA0967  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KA0967  DYNAMIC HT  -         164.418 (meters)     539.43  (feet)  COMP
 KA0967  MODELED GRAV-     980,072.8   (mgal)                       NAVD 88
 KA0967
 KA0967  VERT ORDER  -  SECOND    CLASS 0
 KA0967
 KA0967.The horizontal coordinates were scaled from a topographic map and have
 KA0967.an estimated accuracy of +/- 6 seconds.
 KA0967
 KA0967.The orthometric height was determined by differential leveling
 KA0967.and adjusted by the National Geodetic Survey in June 1991..
 KA0967
 KA0967.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0967.See file dsdata.txt to determine how the superseded data were derived.
 KA0967
 KA0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK792179(NAD 83)
 KA0967_MARKER: Q = CHISELED SQUARE
 KA0967_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0967_SP_SET: CULVERT
 KA0967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0967
 KA0967  HISTORY     - Date     Condition        Report By
 KA0967  HISTORY     - UNK      MONUMENTED       USGS
 KA0967  HISTORY     - 1946     GOOD             NGS
 KA0967
 KA0967                          STATION DESCRIPTION
 KA0967
 KA0967'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1344 ***********************************************************************
 JA1344  DESIGNATION -  54 A BOLT
 JA1344  PID         -  JA1344
 JA1344  STATE/COUNTY-  IN/KNOX
 JA1344  USGS QUAD   -  VINCENNES (1998)
 JA1344
 JA1344                         *CURRENT SURVEY CONTROL
 JA1344  ___________________________________________________________________
 JA1344* NAD 83(1986)-  38 38 03.     (N)    087 36 36.     (W)     SCALED    
 JA1344* NAVD 88     -       123.137  (meters)     403.99   (feet)  ADJUSTED  
 JA1344  ___________________________________________________________________
 JA1344  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JA1344  DYNAMIC HT  -         123.061 (meters)     403.74  (feet)  COMP
 JA1344  MODELED GRAV-     980,008.8   (mgal)                       NAVD 88
 JA1344
 JA1344  VERT ORDER  -  FIRST     CLASS II
 JA1344
 JA1344.The horizontal coordinates were scaled from a topographic map and have
 JA1344.an estimated accuracy of +/- 6 seconds.
 JA1344
 JA1344.The orthometric height was determined by differential leveling
 JA1344.and adjusted by the National Geodetic Survey in June 1991..
 JA1344
 JA1344.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1344.See file dsdata.txt to determine how the superseded data were derived.
 JA1344
 JA1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH469763(NAD 83)
 JA1344_MARKER: B = BOLT
 JA1344_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1344_SP_SET: 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       DOD
 JA1344  HISTORY     - 1954     GOOD             NGS
 JA1344
 JA1344                          STATION DESCRIPTION
 JA1344
 JA1344'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1343 ***********************************************************************
 JA1343  DESIGNATION -  54 A CAP
 JA1343  PID         -  JA1343
 JA1343  STATE/COUNTY-  IN/KNOX
 JA1343  USGS QUAD   -  VINCENNES (1998)
 JA1343
 JA1343                         *CURRENT SURVEY CONTROL
 JA1343  ___________________________________________________________________
 JA1343* NAD 83(1986)-  38 38 03.     (N)    087 36 36.     (W)     SCALED    
 JA1343* NAVD 88     -       124.378  (meters)     408.06   (feet)  ADJUSTED  
 JA1343  ___________________________________________________________________
 JA1343  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JA1343  DYNAMIC HT  -         124.301 (meters)     407.81  (feet)  COMP
 JA1343  MODELED GRAV-     980,008.8   (mgal)                       NAVD 88
 JA1343
 JA1343  VERT ORDER  -  FIRST     CLASS II
 JA1343
 JA1343.The horizontal coordinates were scaled from a topographic map and have
 JA1343.an estimated accuracy of +/- 6 seconds.
 JA1343
 JA1343.The orthometric height was determined by differential leveling
 JA1343.and adjusted by the National Geodetic Survey in June 1991..
 JA1343
 JA1343.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1343.See file dsdata.txt to determine how the superseded data were derived.
 JA1343
 JA1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH469763(NAD 83)
 JA1343_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1343_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1343_SP_SET: 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       DOD
 JA1343  HISTORY     - 1954     GOOD             NGS
 JA1343
 JA1343                          STATION DESCRIPTION
 JA1343
 JA1343'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1341 ***********************************************************************
 JA1341  DESIGNATION -  54 B BOLT
 JA1341  PID         -  JA1341
 JA1341  STATE/COUNTY-  IN/KNOX
 JA1341  USGS QUAD   -  VINCENNES (1998)
 JA1341
 JA1341                         *CURRENT SURVEY CONTROL
 JA1341  ___________________________________________________________________
 JA1341* NAD 83(1986)-  38 38 32.     (N)    087 36 17.     (W)     SCALED    
 JA1341* NAVD 88     -       126.357  (meters)     414.56   (feet)  ADJUSTED  
 JA1341  ___________________________________________________________________
 JA1341  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 JA1341  DYNAMIC HT  -         126.279 (meters)     414.30  (feet)  COMP
 JA1341  MODELED GRAV-     980,009.3   (mgal)                       NAVD 88
 JA1341
 JA1341  VERT ORDER  -  FIRST     CLASS II
 JA1341
 JA1341.The horizontal coordinates were scaled from a topographic map and have
 JA1341.an estimated accuracy of +/- 6 seconds.
 JA1341
 JA1341.The orthometric height was determined by differential leveling
 JA1341.and adjusted by the National Geodetic Survey in June 1991..
 JA1341
 JA1341.The geoid height was determined by GEOID03.
 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     -   376,910.      854,610.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1341.See file dsdata.txt to determine how the superseded data were derived.
 JA1341
 JA1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH473772(NAD 83)
 JA1341_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1341_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1341_SP_SET: 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       DOD
 JA1341  HISTORY     - 1954     GOOD             NGS
 JA1341
 JA1341                          STATION DESCRIPTION
 JA1341
 JA1341'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1340 ***********************************************************************
 JA1340  DESIGNATION -  54 B CAP
 JA1340  PID         -  JA1340
 JA1340  STATE/COUNTY-  IN/KNOX
 JA1340  USGS QUAD   -  VINCENNES (1998)
 JA1340
 JA1340                         *CURRENT SURVEY CONTROL
 JA1340  ___________________________________________________________________
 JA1340* NAD 83(1986)-  38 38 32.     (N)    087 36 17.     (W)     SCALED    
 JA1340* NAVD 88     -       127.590  (meters)     418.60   (feet)  ADJUSTED  
 JA1340  ___________________________________________________________________
 JA1340  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 JA1340  DYNAMIC HT  -         127.511 (meters)     418.34  (feet)  COMP
 JA1340  MODELED GRAV-     980,009.3   (mgal)                       NAVD 88
 JA1340
 JA1340  VERT ORDER  -  FIRST     CLASS II
 JA1340
 JA1340.The horizontal coordinates were scaled from a topographic map and have
 JA1340.an estimated accuracy of +/- 6 seconds.
 JA1340
 JA1340.The orthometric height was determined by differential leveling
 JA1340.and adjusted by the National Geodetic Survey in June 1991..
 JA1340
 JA1340.The geoid height was determined by GEOID03.
 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     -   376,910.      854,610.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1340.See file dsdata.txt to determine how the superseded data were derived.
 JA1340
 JA1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH473772(NAD 83)
 JA1340_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1340_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1340_SP_SET: 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       DOD
 JA1340  HISTORY     - 1954     GOOD             NGS
 JA1340
 JA1340                          STATION DESCRIPTION
 JA1340
 JA1340'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1790 ***********************************************************************
 LA1790  DESIGNATION -  54 M
 LA1790  PID         -  LA1790
 LA1790  STATE/COUNTY-  IN/WABASH
 LA1790  USGS QUAD   -  PEORIA (1994)
 LA1790
 LA1790                         *CURRENT SURVEY CONTROL
 LA1790  ___________________________________________________________________
 LA1790* NAD 83(1986)-  40 40 55.     (N)    085 55 14.     (W)     SCALED    
 LA1790* NAVD 88     -       243.855  (meters)     800.05   (feet)  ADJUSTED  
 LA1790  ___________________________________________________________________
 LA1790  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 LA1790  DYNAMIC HT  -         243.735 (meters)     799.65  (feet)  COMP
 LA1790  MODELED GRAV-     980,127.7   (mgal)                       NAVD 88
 LA1790
 LA1790  VERT ORDER  -  SECOND    CLASS 0
 LA1790
 LA1790.The horizontal coordinates were scaled from a topographic map and have
 LA1790.an estimated accuracy of +/- 6 seconds.
 LA1790
 LA1790.The orthometric height was determined by differential leveling
 LA1790.and adjusted by the National Geodetic Survey in June 1991..
 LA1790
 LA1790.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1790.See file dsdata.txt to determine how the superseded data were derived.
 LA1790
 LA1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL912040(NAD 83)
 LA1790_MARKER: DD = SURVEY DISK
 LA1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1790_STAMPING: 54 M 801 1945
 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             NGS
 LA1790  HISTORY     - 1961     GOOD             NGS
 LA1790
 LA1790                          STATION DESCRIPTION
 LA1790
 LA1790'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1961
 LA1790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0964 ***********************************************************************
 KA0964  DESIGNATION -  543.584
 KA0964  PID         -  KA0964
 KA0964  STATE/COUNTY-  IN/PARKE
 KA0964  USGS QUAD   -  WALLACE (1961)
 KA0964
 KA0964                         *CURRENT SURVEY CONTROL
 KA0964  ___________________________________________________________________
 KA0964* NAD 83(1986)-  39 53 55.     (N)    087 14 07.     (W)     SCALED    
 KA0964* NAVD 88     -       165.981  (meters)     544.56   (feet)  ADJUSTED  
 KA0964  ___________________________________________________________________
 KA0964  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KA0964  DYNAMIC HT  -         165.889 (meters)     544.25  (feet)  COMP
 KA0964  MODELED GRAV-     980,070.6   (mgal)                       NAVD 88
 KA0964
 KA0964  VERT ORDER  -  SECOND    CLASS 0
 KA0964
 KA0964.The horizontal coordinates were scaled from a topographic map and have
 KA0964.an estimated accuracy of +/- 6 seconds.
 KA0964
 KA0964.The orthometric height was determined by differential leveling
 KA0964.and adjusted by the National Geodetic Survey in June 1991..
 KA0964
 KA0964.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0964.See file dsdata.txt to determine how the superseded data were derived.
 KA0964
 KA0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK798165(NAD 83)
 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             NGS
 KA0964
 KA0964                          STATION DESCRIPTION
 KA0964
 KA0964'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1315 ***********************************************************************
 HZ1315  DESIGNATION -  545
 HZ1315  PID         -  HZ1315
 HZ1315  STATE/COUNTY-  IN/CLARK
 HZ1315  USGS QUAD   -  SPEED (1994)
 HZ1315
 HZ1315                         *CURRENT SURVEY CONTROL
 HZ1315  ___________________________________________________________________
 HZ1315* NAD 83(1986)-  38 26 20.     (N)    085 49 00.     (W)     SCALED    
 HZ1315* NAVD 88     -       165.827  (meters)     544.05   (feet)  ADJUSTED  
 HZ1315  ___________________________________________________________________
 HZ1315  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HZ1315  DYNAMIC HT  -         165.715 (meters)     543.68  (feet)  COMP
 HZ1315  MODELED GRAV-     979,956.0   (mgal)                       NAVD 88
 HZ1315
 HZ1315  VERT ORDER  -  FIRST     CLASS II
 HZ1315
 HZ1315.The horizontal coordinates were scaled from a topographic map and have
 HZ1315.an estimated accuracy of +/- 6 seconds.
 HZ1315
 HZ1315.The orthometric height was determined by differential leveling
 HZ1315.and adjusted by the National Geodetic Survey in June 1991..
 HZ1315.WARNING-Repeat measurements at this control monument indicate possible
 HZ1315.vertical movement.
 HZ1315
 HZ1315.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1315.See file dsdata.txt to determine how the superseded data were derived.
 HZ1315
 HZ1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH032551(NAD 83)
 HZ1315_MARKER: DD = SURVEY DISK
 HZ1315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1315_SP_SET: CULVERT
 HZ1315_STAMPING: 545
 HZ1315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1315
 HZ1315  HISTORY     - Date     Condition        Report By
 HZ1315  HISTORY     - UNK      MONUMENTED       USGS
 HZ1315  HISTORY     - 1949     GOOD             NGS
 HZ1315
 HZ1315                          STATION DESCRIPTION
 HZ1315
 HZ1315'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1350 ***********************************************************************
 JA1350  DESIGNATION -  55 A BOLT USE
 JA1350  PID         -  JA1350
 JA1350  STATE/COUNTY-  IN/KNOX
 JA1350  USGS QUAD   -  DECKER (1984)
 JA1350
 JA1350                         *CURRENT SURVEY CONTROL
 JA1350  ___________________________________________________________________
 JA1350* NAD 83(1986)-  38 35 10.     (N)    087 36 44.     (W)     SCALED    
 JA1350* NAVD 88     -       122.143  (meters)     400.73   (feet)  ADJUSTED  
 JA1350  ___________________________________________________________________
 JA1350  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 JA1350  DYNAMIC HT  -         122.067 (meters)     400.48  (feet)  COMP
 JA1350  MODELED GRAV-     980,004.9   (mgal)                       NAVD 88
 JA1350
 JA1350  VERT ORDER  -  FIRST     CLASS II
 JA1350
 JA1350.The horizontal coordinates were scaled from a topographic map and have
 JA1350.an estimated accuracy of +/- 6 seconds.
 JA1350
 JA1350.The orthometric height was determined by differential leveling
 JA1350.and adjusted by the National Geodetic Survey in June 1991..
 JA1350
 JA1350.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1350.See file dsdata.txt to determine how the superseded data were derived.
 JA1350
 JA1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH466710(NAD 83)
 JA1350_MARKER: B = BOLT
 JA1350_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1350_SP_SET: 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       CGS
 JA1350
 JA1350                          STATION DESCRIPTION
 JA1350
 JA1350'DESCRIBED BY COAST AND GEODETIC SURVEY 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 = OCTOBER  6, 2006
 JA1349 ***********************************************************************
 JA1349  DESIGNATION -  55 A CAP USE
 JA1349  PID         -  JA1349
 JA1349  STATE/COUNTY-  IN/KNOX
 JA1349  USGS QUAD   -  DECKER (1984)
 JA1349
 JA1349                         *CURRENT SURVEY CONTROL
 JA1349  ___________________________________________________________________
 JA1349* NAD 83(1986)-  38 35 10.     (N)    087 36 44.     (W)     SCALED    
 JA1349* NAVD 88     -       123.368  (meters)     404.75   (feet)  ADJUSTED  
 JA1349  ___________________________________________________________________
 JA1349  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 JA1349  DYNAMIC HT  -         123.292 (meters)     404.50  (feet)  COMP
 JA1349  MODELED GRAV-     980,004.9   (mgal)                       NAVD 88
 JA1349
 JA1349  VERT ORDER  -  FIRST     CLASS II
 JA1349
 JA1349.The horizontal coordinates were scaled from a topographic map and have
 JA1349.an estimated accuracy of +/- 6 seconds.
 JA1349
 JA1349.The orthometric height was determined by differential leveling
 JA1349.and adjusted by the National Geodetic Survey in June 1991..
 JA1349
 JA1349.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1349.See file dsdata.txt to determine how the superseded data were derived.
 JA1349
 JA1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH466710(NAD 83)
 JA1349_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1349_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1349_SP_SET: 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     - 1954     MONUMENTED       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 = OCTOBER  6, 2006
 LA1786 ***********************************************************************
 LA1786  DESIGNATION -  55 M
 LA1786  PID         -  LA1786
 LA1786  STATE/COUNTY-  IN/MIAMI
 LA1786  USGS QUAD   -  PEORIA (1994)
 LA1786
 LA1786                         *CURRENT SURVEY CONTROL
 LA1786  ___________________________________________________________________
 LA1786* NAD 83(1986)-  40 42 20.     (N)    085 56 25.     (W)     SCALED    
 LA1786* NAVD 88     -       230.223  (meters)     755.32   (feet)  ADJUSTED  
 LA1786  ___________________________________________________________________
 LA1786  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 LA1786  DYNAMIC HT  -         230.111 (meters)     754.96  (feet)  COMP
 LA1786  MODELED GRAV-     980,131.3   (mgal)                       NAVD 88
 LA1786
 LA1786  VERT ORDER  -  SECOND    CLASS 0
 LA1786
 LA1786.The horizontal coordinates were scaled from a topographic map and have
 LA1786.an estimated accuracy of +/- 6 seconds.
 LA1786
 LA1786.The orthometric height was determined by differential leveling
 LA1786.and adjusted by the National Geodetic Survey in June 1991..
 LA1786
 LA1786.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1786.See file dsdata.txt to determine how the superseded data were derived.
 LA1786
 LA1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL895066(NAD 83)
 LA1786_MARKER: DB = BENCH MARK DISK
 LA1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1786_STAMPING: 55 M 756 1945
 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             NGS
 LA1786  HISTORY     - 1962     GOOD             NGS
 LA1786
 LA1786                          STATION DESCRIPTION
 LA1786
 LA1786'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1962
 LA1786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0796 ***********************************************************************
 JA0796  DESIGNATION -  551 USGS
 JA0796  PID         -  JA0796
 JA0796  STATE/COUNTY-  IN/LAWRENCE
 JA0796  USGS QUAD   -  OWENSBURG (1978)
 JA0796
 JA0796                         *CURRENT SURVEY CONTROL
 JA0796  ___________________________________________________________________
 JA0796* NAD 83(1986)-  38 54 35.     (N)    086 39 19.     (W)     SCALED    
 JA0796* NAVD 88     -       167.448  (meters)     549.37   (feet)  ADJUSTED  
 JA0796  ___________________________________________________________________
 JA0796  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JA0796  DYNAMIC HT  -         167.343 (meters)     549.02  (feet)  COMP
 JA0796  MODELED GRAV-     980,000.3   (mgal)                       NAVD 88
 JA0796
 JA0796  VERT ORDER  -  FIRST     CLASS II
 JA0796
 JA0796.The horizontal coordinates were scaled from a topographic map and have
 JA0796.an estimated accuracy of +/- 6 seconds.
 JA0796
 JA0796.The orthometric height was determined by differential leveling
 JA0796.and adjusted by the National Geodetic Survey in June 1991..
 JA0796
 JA0796.The geoid height was determined by GEOID03.
 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     -   406,560.      937,130.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0796.See file dsdata.txt to determine how the superseded data were derived.
 JA0796
 JA0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ298068(NAD 83)
 JA0796_MARKER: DD = SURVEY DISK
 JA0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0796_STAMPING: 551
 JA0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0796+STABILITY: SURFACE MOTION
 JA0796
 JA0796  HISTORY     - Date     Condition        Report By
 JA0796  HISTORY     - UNK      MONUMENTED       USGS
 JA0796  HISTORY     - 1949     GOOD             NGS
 JA0796
 JA0796                          STATION DESCRIPTION
 JA0796
 JA0796'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ0993 ***********************************************************************
 HZ0993  DESIGNATION -  555 B
 HZ0993  PID         -  HZ0993
 HZ0993  STATE/COUNTY-  IN/JEFFERSON
 HZ0993  USGS QUAD   -  MADISON WEST (1993)
 HZ0993
 HZ0993                         *CURRENT SURVEY CONTROL
 HZ0993  ___________________________________________________________________
 HZ0993* NAD 83(1986)-  38 44 10.     (N)    085 22 38.     (W)     SCALED    
 HZ0993* NAVD 88     -       152.390  (meters)     499.97   (feet)  ADJUSTED  
 HZ0993  ___________________________________________________________________
 HZ0993  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ0993  DYNAMIC HT  -         152.289 (meters)     499.63  (feet)  COMP
 HZ0993  MODELED GRAV-     979,960.7   (mgal)                       NAVD 88
 HZ0993
 HZ0993  VERT ORDER  -  FIRST     CLASS II
 HZ0993
 HZ0993.The horizontal coordinates were scaled from a topographic map and have
 HZ0993.an estimated accuracy of +/- 6 seconds.
 HZ0993
 HZ0993.The orthometric height was determined by differential leveling
 HZ0993.and adjusted by the National Geodetic Survey in June 1991..
 HZ0993
 HZ0993.The geoid height was determined by GEOID03.
 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     -   387,240.      125,170.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0993.See file dsdata.txt to determine how the superseded data were derived.
 HZ0993
 HZ0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH410887(NAD 83)
 HZ0993_MARKER: Q = CHISELED SQUARE
 HZ0993_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0993_SP_SET: STEP
 HZ0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0993
 HZ0993  HISTORY     - Date     Condition        Report By
 HZ0993  HISTORY     - UNK      MONUMENTED       DOD
 HZ0993  HISTORY     - 1965     GOOD             NGS
 HZ0993
 HZ0993                          STATION DESCRIPTION
 HZ0993
 HZ0993'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0788 ***********************************************************************
 JA0788  DESIGNATION -  557 USGS
 JA0788  PID         -  JA0788
 JA0788  STATE/COUNTY-  IN/LAWRENCE
 JA0788  USGS QUAD   -  OOLITIC (1978)
 JA0788
 JA0788                         *CURRENT SURVEY CONTROL
 JA0788  ___________________________________________________________________
 JA0788* NAD 83(1986)-  38 54 48.     (N)    086 33 06.     (W)     SCALED    
 JA0788* NAVD 88     -       169.365  (meters)     555.66   (feet)  ADJUSTED  
 JA0788  ___________________________________________________________________
 JA0788  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JA0788  DYNAMIC HT  -         169.259 (meters)     555.31  (feet)  COMP
 JA0788  MODELED GRAV-     980,000.0   (mgal)                       NAVD 88
 JA0788
 JA0788  VERT ORDER  -  FIRST     CLASS II
 JA0788
 JA0788.The horizontal coordinates were scaled from a topographic map and have
 JA0788.an estimated accuracy of +/- 6 seconds.
 JA0788
 JA0788.The orthometric height was determined by differential leveling
 JA0788.and adjusted by the National Geodetic Survey in June 1991..
 JA0788
 JA0788.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0788.See file dsdata.txt to determine how the superseded data were derived.
 JA0788
 JA0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ388072(NAD 83)
 JA0788_MARKER: DB = BENCH MARK DISK
 JA0788_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0788_SP_SET: BUILDING
 JA0788_STAMPING: 557
 JA0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0788
 JA0788  HISTORY     - Date     Condition        Report By
 JA0788  HISTORY     - UNK      MONUMENTED       USGS
 JA0788  HISTORY     - 1949     GOOD             NGS
 JA0788
 JA0788                          STATION DESCRIPTION
 JA0788
 JA0788'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1781 ***********************************************************************
 LA1781  DESIGNATION -  56 M
 LA1781  PID         -  LA1781
 LA1781  STATE/COUNTY-  IN/MIAMI
 LA1781  USGS QUAD   -  PEORIA (1994)
 LA1781
 LA1781                         *CURRENT SURVEY CONTROL
 LA1781  ___________________________________________________________________
 LA1781* NAD 83(1986)-  40 43 04.     (N)    085 57 25.     (W)     SCALED    
 LA1781* NAVD 88     -       207.156  (meters)     679.64   (feet)  ADJUSTED  
 LA1781  ___________________________________________________________________
 LA1781  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 LA1781  DYNAMIC HT  -         207.056 (meters)     679.32  (feet)  COMP
 LA1781  MODELED GRAV-     980,133.4   (mgal)                       NAVD 88
 LA1781
 LA1781  VERT ORDER  -  SECOND    CLASS 0
 LA1781
 LA1781.The horizontal coordinates were scaled from a topographic map and have
 LA1781.an estimated accuracy of +/- 6 seconds.
 LA1781
 LA1781.The orthometric height was determined by differential leveling
 LA1781.and adjusted by the National Geodetic Survey in June 1991..
 LA1781
 LA1781.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1781.See file dsdata.txt to determine how the superseded data were derived.
 LA1781
 LA1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL880079(NAD 83)
 LA1781_MARKER: DD = SURVEY DISK
 LA1781_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1781_SP_SET: BRIDGE
 LA1781_STAMPING: 680 56 M 1945
 LA1781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1781
 LA1781  HISTORY     - Date     Condition        Report By
 LA1781  HISTORY     - 1945     MONUMENTED       USGS
 LA1781  HISTORY     - 1946     GOOD             NGS
 LA1781  HISTORY     - 1961     GOOD             NGS
 LA1781
 LA1781                          STATION DESCRIPTION
 LA1781
 LA1781'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1961
 LA1781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1196 ***********************************************************************
 KA1196  DESIGNATION -  562
 KA1196  PID         -  KA1196
 KA1196  STATE/COUNTY-  IN/OWEN
 KA1196  USGS QUAD   -  COAL CITY (1986)
 KA1196
 KA1196                         *CURRENT SURVEY CONTROL
 KA1196  ___________________________________________________________________
 KA1196* NAD 83(1986)-  39 11 35.     (N)    087 01 31.     (W)     SCALED    
 KA1196* NAVD 88     -       170.848  (meters)     560.52   (feet)  POSTED    
 KA1196  ___________________________________________________________________
 KA1196  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KA1196  DYNAMIC HT  -         170.750 (meters)     560.20  (feet)  COMP
 KA1196  MODELED GRAV-     980,036.7   (mgal)                       NAVD 88
 KA1196
 KA1196  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KA1196
 KA1196.The horizontal coordinates were scaled from a topographic 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.No vertical observational check was made to the station.
 KA1196.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KA1196.was located on a no-check spur therefore a value was not computed.
 KA1196
 KA1196.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1196.See file dsdata.txt to determine how the superseded data were derived.
 KA1196
 KA1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ978382(NAD 83)
 KA1196_MARKER: DD = SURVEY DISK
 KA1196_SETTING: 80 = SET IN A BOULDER
 KA1196_SP_SET: BOULDER
 KA1196_STAMPING: 562
 KA1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1196+STABILITY: SURFACE MOTION
 KA1196
 KA1196  HISTORY     - Date     Condition        Report By
 KA1196  HISTORY     - UNK      MONUMENTED       USGS
 KA1196  HISTORY     - 1946     GOOD             NGS
 KA1196  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1196
 KA1196                          STATION DESCRIPTION
 KA1196
 KA1196'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1966 ***********************************************************************
 JA1966  DESIGNATION -  563 USGS 1946
 JA1966  PID         -  JA1966
 JA1966  STATE/COUNTY-  IN/PIKE
 JA1966  USGS QUAD   -  VELPEN (1980)
 JA1966
 JA1966                         *CURRENT SURVEY CONTROL
 JA1966  ___________________________________________________________________
 JA1966* NAD 83(1997)-  38 16 08.68186(N)    087 04 23.00112(W)     ADJUSTED  
 JA1966* NAVD 88     -       171.45   (+/-2cm)     562.5    (feet)  VERTCON   
 JA1966  ___________________________________________________________________
 JA1966  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 JA1966  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 JA1966
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1966
 JA1966.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1966
 JA1966.The geoid height was determined by GEOID03.
 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     -   0.99997811  x   0.99996668  =   0.99994479
 JA1966!UTM  16      -   0.99997811  x   0.99960050  =   0.99957862
 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 (07/19/86)  171.56   (m)          562.9    (f) LEVELING    3  
 JA1966
 JA1966.Superseded values are not recommended for survey control.
 JA1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1966.See file dsdata.txt to determine how the superseded data were derived.
 JA1966
 JA1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9360935673(NAD 83)
 JA1966_MARKER: P = PIPE CAP
 JA1966_SETTING: 0 = UNSPECIFIED SETTING
 JA1966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1966
 JA1966  HISTORY     - Date     Condition        Report By
 JA1966  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0800 ***********************************************************************
 JA0800  DESIGNATION -  565 USGS
 JA0800  PID         -  JA0800
 JA0800  STATE/COUNTY-  IN/GREENE
 JA0800  USGS QUAD   -  OWENSBURG (1978)
 JA0800
 JA0800                         *CURRENT SURVEY CONTROL
 JA0800  ___________________________________________________________________
 JA0800* NAD 83(1986)-  38 54 57.     (N)    086 41 31.     (W)     SCALED    
 JA0800* NAVD 88     -       171.654  (meters)     563.17   (feet)  ADJUSTED  
 JA0800  ___________________________________________________________________
 JA0800  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JA0800  DYNAMIC HT  -         171.546 (meters)     562.81  (feet)  COMP
 JA0800  MODELED GRAV-     979,995.7   (mgal)                       NAVD 88
 JA0800
 JA0800  VERT ORDER  -  FIRST     CLASS II
 JA0800
 JA0800.The horizontal coordinates were scaled from a topographic map and have
 JA0800.an estimated accuracy of +/- 6 seconds.
 JA0800
 JA0800.The orthometric height was determined by differential leveling
 JA0800.and adjusted by the National Geodetic Survey in June 1991..
 JA0800
 JA0800.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0800.See file dsdata.txt to determine how the superseded data were derived.
 JA0800
 JA0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ267074(NAD 83)
 JA0800_MARKER: DD = SURVEY DISK
 JA0800_SETTING: 66 = SET IN ROCK OUTCROP
 JA0800_SP_SET: ROCK OUTCROP
 JA0800_STAMPING: 565
 JA0800_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0800+STABILITY: POSITION/ELEVATION WELL
 JA0800
 JA0800  HISTORY     - Date     Condition        Report By
 JA0800  HISTORY     - UNK      MONUMENTED       USGS
 JA0800  HISTORY     - 1949     GOOD             NGS
 JA0800
 JA0800                          STATION DESCRIPTION
 JA0800
 JA0800'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0968 ***********************************************************************
 KA0968  DESIGNATION -  568.677
 KA0968  PID         -  KA0968
 KA0968  STATE/COUNTY-  IN/PARKE
 KA0968  USGS QUAD   -  WALLACE (1961)
 KA0968
 KA0968                         *CURRENT SURVEY CONTROL
 KA0968  ___________________________________________________________________
 KA0968* NAD 83(1986)-  39 55 10.     (N)    087 14 23.     (W)     SCALED    
 KA0968* NAVD 88     -       173.306  (meters)     568.59   (feet)  ADJUSTED  
 KA0968  ___________________________________________________________________
 KA0968  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KA0968  DYNAMIC HT  -         173.211 (meters)     568.28  (feet)  COMP
 KA0968  MODELED GRAV-     980,073.8   (mgal)                       NAVD 88
 KA0968
 KA0968  VERT ORDER  -  SECOND    CLASS 0
 KA0968
 KA0968.The horizontal coordinates were scaled from a topographic map and have
 KA0968.an estimated accuracy of +/- 6 seconds.
 KA0968
 KA0968.The orthometric height was determined by differential leveling
 KA0968.and adjusted by the National Geodetic Survey in June 1991..
 KA0968
 KA0968.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0968.See file dsdata.txt to determine how the superseded data were derived.
 KA0968
 KA0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK795188(NAD 83)
 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             NGS
 KA0968
 KA0968                          STATION DESCRIPTION
 KA0968
 KA0968'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1215 ***********************************************************************
 KA1215  DESIGNATION -  569
 KA1215  PID         -  KA1215
 KA1215  STATE/COUNTY-  IN/CLAY
 KA1215  USGS QUAD   -  SALINE CITY (1983)
 KA1215
 KA1215                         *CURRENT SURVEY CONTROL
 KA1215  ___________________________________________________________________
 KA1215* NAD 83(1986)-  39 21 55.     (N)    087 08 00.     (W)     SCALED    
 KA1215* NAVD 88     -       172.574  (meters)     566.19   (feet)  ADJUSTED  
 KA1215  ___________________________________________________________________
 KA1215  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KA1215  DYNAMIC HT  -         172.475 (meters)     565.86  (feet)  COMP
 KA1215  MODELED GRAV-     980,047.8   (mgal)                       NAVD 88
 KA1215
 KA1215  VERT ORDER  -  FIRST     CLASS II
 KA1215
 KA1215.The horizontal coordinates were scaled from a topographic map and have
 KA1215.an estimated accuracy of +/- 6 seconds.
 KA1215
 KA1215.The orthometric height was determined by differential leveling
 KA1215.and adjusted by the National Geodetic Survey in June 1991..
 KA1215
 KA1215.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1215.See file dsdata.txt to determine how the superseded data were derived.
 KA1215
 KA1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ885573(NAD 83)
 KA1215_MARKER: DD = SURVEY DISK
 KA1215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1215_SP_SET: CULVERT
 KA1215_STAMPING: 569
 KA1215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1215
 KA1215  HISTORY     - Date     Condition        Report By
 KA1215  HISTORY     - UNK      MONUMENTED       USGS
 KA1215  HISTORY     - 1946     POOR             NGS
 KA1215  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1215
 KA1215                          STATION DESCRIPTION
 KA1215
 KA1215'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0313 ***********************************************************************
 LB0313  DESIGNATION -  57 M
 LB0313  PID         -  LB0313
 LB0313  STATE/COUNTY-  IN/MIAMI
 LB0313  USGS QUAD   -  BUNKER HILL (1994)
 LB0313
 LB0313                         *CURRENT SURVEY CONTROL
 LB0313  ___________________________________________________________________
 LB0313* NAD 83(1986)-  40 43 51.     (N)    086 00 12.     (W)     SCALED    
 LB0313* NAVD 88     -       209.242  (meters)     686.49   (feet)  ADJUSTED  
 LB0313  ___________________________________________________________________
 LB0313  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 LB0313  DYNAMIC HT  -         209.141 (meters)     686.16  (feet)  COMP
 LB0313  MODELED GRAV-     980,136.6   (mgal)                       NAVD 88
 LB0313
 LB0313  VERT ORDER  -  SECOND    CLASS 0
 LB0313
 LB0313.The horizontal coordinates were scaled from a topographic map and have
 LB0313.an estimated accuracy of +/- 6 seconds.
 LB0313
 LB0313.The orthometric height was determined by differential leveling
 LB0313.and adjusted by the National Geodetic Survey in June 1991..
 LB0313
 LB0313.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0313.See file dsdata.txt to determine how the superseded data were derived.
 LB0313
 LB0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL841093(NAD 83)
 LB0313_MARKER: DD = SURVEY DISK
 LB0313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0313_SP_SET: CONCRETE BASE
 LB0313_STAMPING: 57M 687 1945
 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             NGS
 LB0313
 LB0313                          STATION DESCRIPTION
 LB0313
 LB0313'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1356 ***********************************************************************
 JA1356  DESIGNATION -  58 A BOLT USE
 JA1356  PID         -  JA1356
 JA1356  STATE/COUNTY-  IN/KNOX
 JA1356  USGS QUAD   -  ST FRANCISVILLE (1964)
 JA1356
 JA1356                         *CURRENT SURVEY CONTROL
 JA1356  ___________________________________________________________________
 JA1356* NAD 83(1986)-  38 33 13.     (N)    087 38 52.     (W)     SCALED    
 JA1356* NAVD 88     -       121.201  (meters)     397.64   (feet)  ADJUSTED  
 JA1356  ___________________________________________________________________
 JA1356  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JA1356  DYNAMIC HT  -         121.126 (meters)     397.39  (feet)  COMP
 JA1356  MODELED GRAV-     980,004.8   (mgal)                       NAVD 88
 JA1356
 JA1356  VERT ORDER  -  FIRST     CLASS II
 JA1356
 JA1356.The horizontal coordinates were scaled from a topographic map and have
 JA1356.an estimated accuracy of +/- 6 seconds.
 JA1356
 JA1356.The orthometric height was determined by differential leveling
 JA1356.and adjusted by the National Geodetic Survey in June 1991..
 JA1356
 JA1356.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1356.See file dsdata.txt to determine how the superseded data were derived.
 JA1356
 JA1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH435674(NAD 83)
 JA1356_MARKER: B = BOLT
 JA1356_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1356_SP_SET: 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       DOD
 JA1356  HISTORY     - 1954     GOOD             NGS
 JA1356
 JA1356                          STATION DESCRIPTION
 JA1356
 JA1356'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1355 ***********************************************************************
 JA1355  DESIGNATION -  58 A CAP USE
 JA1355  PID         -  JA1355
 JA1355  STATE/COUNTY-  IN/KNOX
 JA1355  USGS QUAD   -  ST FRANCISVILLE (1964)
 JA1355
 JA1355                         *CURRENT SURVEY CONTROL
 JA1355  ___________________________________________________________________
 JA1355* NAD 83(1986)-  38 33 13.     (N)    087 38 52.     (W)     SCALED    
 JA1355* NAVD 88     -       122.435  (meters)     401.69   (feet)  ADJUSTED  
 JA1355  ___________________________________________________________________
 JA1355  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JA1355  DYNAMIC HT  -         122.359 (meters)     401.44  (feet)  COMP
 JA1355  MODELED GRAV-     980,004.8   (mgal)                       NAVD 88
 JA1355
 JA1355  VERT ORDER  -  FIRST     CLASS II
 JA1355
 JA1355.The horizontal coordinates were scaled from a topographic map and have
 JA1355.an estimated accuracy of +/- 6 seconds.
 JA1355
 JA1355.The orthometric height was determined by differential leveling
 JA1355.and adjusted by the National Geodetic Survey in June 1991..
 JA1355
 JA1355.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1355.See file dsdata.txt to determine how the superseded data were derived.
 JA1355
 JA1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH435674(NAD 83)
 JA1355_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1355_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1355_SP_SET: 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       DOD
 JA1355  HISTORY     - 1954     GOOD             NGS
 JA1355
 JA1355                          STATION DESCRIPTION
 JA1355
 JA1355'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1777 ***********************************************************************
 LA1777  DESIGNATION -  58 M
 LA1777  PID         -  LA1777
 LA1777  STATE/COUNTY-  IN/MIAMI
 LA1777  USGS QUAD   -  PEORIA (1994)
 LA1777
 LA1777                         *CURRENT SURVEY CONTROL
 LA1777  ___________________________________________________________________
 LA1777* NAD 83(1986)-  40 43 29.     (N)    085 59 08.     (W)     SCALED    
 LA1777* NAVD 88     -       205.293  (meters)     673.53   (feet)  ADJUSTED  
 LA1777  ___________________________________________________________________
 LA1777  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 LA1777  DYNAMIC HT  -         205.193 (meters)     673.20  (feet)  COMP
 LA1777  MODELED GRAV-     980,135.0   (mgal)                       NAVD 88
 LA1777
 LA1777  VERT ORDER  -  SECOND    CLASS 0
 LA1777
 LA1777.The horizontal coordinates were scaled from a topographic map and have
 LA1777.an estimated accuracy of +/- 6 seconds.
 LA1777
 LA1777.The orthometric height was determined by differential leveling
 LA1777.and adjusted by the National Geodetic Survey in June 1991..
 LA1777
 LA1777.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1777.See file dsdata.txt to determine how the superseded data were derived.
 LA1777
 LA1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL856086(NAD 83)
 LA1777_MARKER: DD = SURVEY DISK
 LA1777_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1777_SP_SET: BRIDGE
 LA1777_STAMPING: 58 M 674 1945
 LA1777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1777
 LA1777  HISTORY     - Date     Condition        Report By
 LA1777  HISTORY     - 1945     MONUMENTED       USGS
 LA1777  HISTORY     - 1946     GOOD             NGS
 LA1777  HISTORY     - 1961     GOOD             NGS
 LA1777
 LA1777                          STATION DESCRIPTION
 LA1777
 LA1777'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1961
 LA1777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1087 ***********************************************************************
 KA1087  DESIGNATION -  587.7
 KA1087  PID         -  KA1087
 KA1087  STATE/COUNTY-  IN/VIGO
 KA1087  USGS QUAD   -  SEELYVILLE (1986)
 KA1087
 KA1087                         *CURRENT SURVEY CONTROL
 KA1087  ___________________________________________________________________
 KA1087* NAD 83(1986)-  39 29 38.     (N)    087 16 01.     (W)     SCALED    
 KA1087* NAVD 88     -       179.088  (meters)     587.56   (feet)  ADJUSTED  
 KA1087  ___________________________________________________________________
 KA1087  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KA1087  DYNAMIC HT  -         178.986 (meters)     587.22  (feet)  COMP
 KA1087  MODELED GRAV-     980,051.4   (mgal)                       NAVD 88
 KA1087
 KA1087  VERT ORDER  -  SECOND    CLASS 0
 KA1087
 KA1087.The horizontal coordinates were scaled from a topographic map and have
 KA1087.an estimated accuracy of +/- 6 seconds.
 KA1087
 KA1087.The orthometric height was determined by differential leveling
 KA1087.and adjusted by the National Geodetic Survey in June 1991..
 KA1087
 KA1087.Photographs are available for this station.
 KA1087
 KA1087.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1087.See file dsdata.txt to determine how the superseded data were derived.
 KA1087
 KA1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ770716(NAD 83)
 KA1087_MARKER: Q = CHISELED SQUARE
 KA1087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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             NGS
 KA1087  HISTORY     - 19900428 POOR             USPSQD
 KA1087
 KA1087                          STATION DESCRIPTION
 KA1087
 KA1087'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1206 ***********************************************************************
 KA1206  DESIGNATION -  588
 KA1206  PID         -  KA1206
 KA1206  STATE/COUNTY-  IN/CLAY
 KA1206  USGS QUAD   -  CLAY CITY (1986)
 KA1206
 KA1206                         *CURRENT SURVEY CONTROL
 KA1206  ___________________________________________________________________
 KA1206* NAD 83(1986)-  39 16 35.     (N)    087 06 52.     (W)     SCALED    
 KA1206* NAVD 88     -       178.829  (meters)     586.71   (feet)  ADJUSTED  
 KA1206  ___________________________________________________________________
 KA1206  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KA1206  DYNAMIC HT  -         178.725 (meters)     586.37  (feet)  COMP
 KA1206  MODELED GRAV-     980,041.8   (mgal)                       NAVD 88
 KA1206
 KA1206  VERT ORDER  -  FIRST     CLASS II
 KA1206
 KA1206.The horizontal coordinates were scaled from a topographic map and have
 KA1206.an estimated accuracy of +/- 6 seconds.
 KA1206
 KA1206.The orthometric height was determined by differential leveling
 KA1206.and adjusted by the National Geodetic Survey in June 1991..
 KA1206
 KA1206.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1206.See file dsdata.txt to determine how the superseded data were derived.
 KA1206
 KA1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ901474(NAD 83)
 KA1206_MARKER: Z = SEE DESCRIPTION
 KA1206_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1206_SP_SET: BUILDING
 KA1206_STAMPING: 588
 KA1206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1206
 KA1206  HISTORY     - Date     Condition        Report By
 KA1206  HISTORY     - UNK      MONUMENTED       USGS
 KA1206  HISTORY     - 1946     GOOD             NGS
 KA1206  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1206
 KA1206                          STATION DESCRIPTION
 KA1206
 KA1206'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0307 ***********************************************************************
 LB0307  DESIGNATION -  59 M
 LB0307  PID         -  LB0307
 LB0307  STATE/COUNTY-  IN/MIAMI
 LB0307  USGS QUAD   -  PERU (1992)
 LB0307
 LB0307                         *CURRENT SURVEY CONTROL
 LB0307  ___________________________________________________________________
 LB0307* NAD 83(1986)-  40 45 12.     (N)    086 01 24.     (W)     SCALED    
 LB0307* NAVD 88     -       199.775  (meters)     655.43   (feet)  ADJUSTED  
 LB0307  ___________________________________________________________________
 LB0307  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 LB0307  DYNAMIC HT  -         199.679 (meters)     655.11  (feet)  COMP
 LB0307  MODELED GRAV-     980,139.9   (mgal)                       NAVD 88
 LB0307
 LB0307  VERT ORDER  -  SECOND    CLASS 0
 LB0307
 LB0307.The horizontal coordinates were scaled from a topographic map and have
 LB0307.an estimated accuracy of +/- 6 seconds.
 LB0307
 LB0307.The orthometric height was determined by differential leveling
 LB0307.and adjusted by the National Geodetic Survey in June 1991..
 LB0307
 LB0307.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0307.See file dsdata.txt to determine how the superseded data were derived.
 LB0307
 LB0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL824118(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0307
 LB0307  HISTORY     - Date     Condition        Report By
 LB0307  HISTORY     - 1945     MONUMENTED       USGS
 LB0307  HISTORY     - 1946     GOOD             NGS
 LB0307  HISTORY     - 1961     GOOD             LOCSUR
 LB0307  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0307
 LB0307                          STATION DESCRIPTION
 LB0307
 LB0307'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1057 ***********************************************************************
 ME1057  DESIGNATION -  593.011
 ME1057  PID         -  ME1057
 ME1057  STATE/COUNTY-  IN/LAKE
 ME1057  USGS QUAD   -  HIGHLAND (1991)
 ME1057
 ME1057                         *CURRENT SURVEY CONTROL
 ME1057  ___________________________________________________________________
 ME1057* NAD 83(1986)-  41 36 34.     (N)    087 23 14.     (W)     SCALED    
 ME1057* NAVD 88     -       180.591  (meters)     592.49   (feet)  ADJUSTED  
 ME1057  ___________________________________________________________________
 ME1057  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME1057  DYNAMIC HT  -         180.525 (meters)     592.27  (feet)  COMP
 ME1057  MODELED GRAV-     980,252.4   (mgal)                       NAVD 88
 ME1057
 ME1057  VERT ORDER  -  FIRST     CLASS II
 ME1057
 ME1057.The horizontal coordinates were scaled from a topographic map and have
 ME1057.an estimated accuracy of +/- 6 seconds.
 ME1057
 ME1057.The orthometric height was determined by differential leveling
 ME1057.and adjusted by the National Geodetic Survey in April 1995..
 ME1057.WARNING-Repeat measurements at this control monument indicate possible
 ME1057.vertical movement.
 ME1057
 ME1057.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME1057
 ME1057  NAVD 88 (06/15/91)  180.583  (m)          592.46   (f) UNKNOWN     1 2
 ME1057  NGVD 29 (01/19/93)  180.691  (m)          592.82   (f) ADJUSTED    1 2
 ME1057
 ME1057.Superseded values are not recommended for survey control.
 ME1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1057.See file dsdata.txt to determine how the superseded data were derived.
 ME1057
 ME1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM677064(NAD 83)
 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             NGS
 ME1057  HISTORY     - 19900702 MARK NOT FOUND   USGS
 ME1057  HISTORY     - 19920807 GOOD             NGS
 ME1057
 ME1057                          STATION DESCRIPTION
 ME1057
 ME1057'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1009 ***********************************************************************
 KA1009  DESIGNATION -  6 M
 KA1009  PID         -  KA1009
 KA1009  STATE/COUNTY-  IN/MONTGOMERY
 KA1009  USGS QUAD   -  ALAMO (1980)
 KA1009
 KA1009                         *CURRENT SURVEY CONTROL
 KA1009  ___________________________________________________________________
 KA1009* NAD 83(1986)-  39 55 30.     (N)    087 03 11.     (W)     SCALED    
 KA1009* NAVD 88     -       225.420  (meters)     739.57   (feet)  ADJUSTED  
 KA1009  ___________________________________________________________________
 KA1009  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KA1009  DYNAMIC HT  -         225.295 (meters)     739.16  (feet)  COMP
 KA1009  MODELED GRAV-     980,068.7   (mgal)                       NAVD 88
 KA1009
 KA1009  VERT ORDER  -  SECOND    CLASS 0
 KA1009
 KA1009.The horizontal coordinates were scaled from a topographic map and have
 KA1009.an estimated accuracy of +/- 6 seconds.
 KA1009
 KA1009.The orthometric height was determined by differential leveling
 KA1009.and adjusted by the National Geodetic Survey in June 1991..
 KA1009
 KA1009.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1009.See file dsdata.txt to determine how the superseded data were derived.
 KA1009
 KA1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK954194(NAD 83)
 KA1009_MARKER: DD = SURVEY DISK
 KA1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1009_STAMPING: 740 6M 1946
 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             NGS
 KA1009
 KA1009                          STATION DESCRIPTION
 KA1009
 KA1009'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0147 ***********************************************************************
 JA0147  DESIGNATION -  602.8 USGS
 JA0147  PID         -  JA0147
 JA0147  STATE/COUNTY-  IN/LAWRENCE
 JA0147  USGS QUAD   -  BARTLETTSVILLE (1994)
 JA0147
 JA0147                         *CURRENT SURVEY CONTROL
 JA0147  ___________________________________________________________________
 JA0147* NAD 83(1986)-  38 54 04.     (N)    086 29 35.     (W)     SCALED    
 JA0147* NAVD 88     -       183.587  (meters)     602.32   (feet)  ADJUSTED  
 JA0147  ___________________________________________________________________
 JA0147  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 JA0147  DYNAMIC HT  -         183.473 (meters)     601.94  (feet)  COMP
 JA0147  MODELED GRAV-     980,000.6   (mgal)                       NAVD 88
 JA0147
 JA0147  VERT ORDER  -  SECOND    CLASS 0
 JA0147
 JA0147.The horizontal coordinates were scaled from a topographic map and have
 JA0147.an estimated accuracy of +/- 6 seconds.
 JA0147
 JA0147.The orthometric height was determined by differential leveling
 JA0147.and adjusted by the National Geodetic Survey in June 1991..
 JA0147
 JA0147.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0147.See file dsdata.txt to determine how the superseded data were derived.
 JA0147
 JA0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ439059(NAD 83)
 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             NGS
 JA0147
 JA0147                          STATION DESCRIPTION
 JA0147
 JA0147'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1303 ***********************************************************************
 HZ1303  DESIGNATION -  603.2
 HZ1303  PID         -  HZ1303
 HZ1303  STATE/COUNTY-  IN/CLARK
 HZ1303  USGS QUAD   -  BORDEN (1993)
 HZ1303
 HZ1303                         *CURRENT SURVEY CONTROL
 HZ1303  ___________________________________________________________________
 HZ1303* NAD 83(1986)-  38 28 44.     (N)    085 58 21.     (W)     SCALED    
 HZ1303* NAVD 88     -       183.689  (meters)     602.65   (feet)  ADJUSTED  
 HZ1303  ___________________________________________________________________
 HZ1303  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 HZ1303  DYNAMIC HT  -         183.566 (meters)     602.25  (feet)  COMP
 HZ1303  MODELED GRAV-     979,952.8   (mgal)                       NAVD 88
 HZ1303
 HZ1303  VERT ORDER  -  FIRST     CLASS II
 HZ1303
 HZ1303.The horizontal coordinates were scaled from a topographic map and have
 HZ1303.an estimated accuracy of +/- 6 seconds.
 HZ1303
 HZ1303.The orthometric height was determined by differential leveling
 HZ1303.and adjusted by the National Geodetic Survey in June 1991..
 HZ1303
 HZ1303.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1303.See file dsdata.txt to determine how the superseded data were derived.
 HZ1303
 HZ1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH896594(NAD 83)
 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             NGS
 HZ1303
 HZ1303                          STATION DESCRIPTION
 HZ1303
 HZ1303'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1861 ***********************************************************************
 LA1861  DESIGNATION -  61 M
 LA1861  PID         -  LA1861
 LA1861  STATE/COUNTY-  IN/GRANT
 LA1861  USGS QUAD   -  LA FONTAINE (1994)
 LA1861
 LA1861                         *CURRENT SURVEY CONTROL
 LA1861  ___________________________________________________________________
 LA1861* NAD 83(1986)-  40 37 32.     (N)    085 43 52.     (W)     SCALED    
 LA1861* NAVD 88     -       232.274  (meters)     762.05   (feet)  ADJUSTED  
 LA1861  ___________________________________________________________________
 LA1861  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 LA1861  DYNAMIC HT  -         232.158 (meters)     761.67  (feet)  COMP
 LA1861  MODELED GRAV-     980,118.4   (mgal)                       NAVD 88
 LA1861
 LA1861  VERT ORDER  -  SECOND    CLASS 0
 LA1861
 LA1861.The horizontal coordinates were scaled from a topographic map and have
 LA1861.an estimated accuracy of +/- 6 seconds.
 LA1861
 LA1861.The orthometric height was determined by differential leveling
 LA1861.and adjusted by the National Geodetic Survey in June 1991..
 LA1861
 LA1861.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1861.See file dsdata.txt to determine how the superseded data were derived.
 LA1861
 LA1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK073979(NAD 83)
 LA1861_MARKER: DD = SURVEY DISK
 LA1861_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1861_SP_SET: ABUTMENT
 LA1861_STAMPING: 61M 762 1945
 LA1861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1861
 LA1861  HISTORY     - Date     Condition        Report By
 LA1861  HISTORY     - 1945     MONUMENTED       USGS
 LA1861  HISTORY     - 1946     GOOD             NGS
 LA1861  HISTORY     - 1962     GOOD             NGS
 LA1861
 LA1861                          STATION DESCRIPTION
 LA1861
 LA1861'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1962
 LA1861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1060 ***********************************************************************
 KA1060  DESIGNATION -  612.519
 KA1060  PID         -  KA1060
 KA1060  STATE/COUNTY-  IN/PARKE
 KA1060  USGS QUAD   -  WALLACE (1961)
 KA1060
 KA1060                         *CURRENT SURVEY CONTROL
 KA1060  ___________________________________________________________________
 KA1060* NAD 83(1986)-  39 52 54.     (N)    087 12 13.     (W)     SCALED    
 KA1060* NAVD 88     -       186.672  (meters)     612.44   (feet)  ADJUSTED  
 KA1060  ___________________________________________________________________
 KA1060  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KA1060  DYNAMIC HT  -         186.568 (meters)     612.10  (feet)  COMP
 KA1060  MODELED GRAV-     980,066.8   (mgal)                       NAVD 88
 KA1060
 KA1060  VERT ORDER  -  SECOND    CLASS 0
 KA1060
 KA1060.The horizontal coordinates were scaled from a topographic map and have
 KA1060.an estimated accuracy of +/- 6 seconds.
 KA1060
 KA1060.The orthometric height was determined by differential leveling
 KA1060.and adjusted by the National Geodetic Survey in June 1991..
 KA1060
 KA1060.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1060.See file dsdata.txt to determine how the superseded data were derived.
 KA1060
 KA1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK825146(NAD 83)
 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             NGS
 KA1060
 KA1060                          STATION DESCRIPTION
 KA1060
 KA1060'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0920 ***********************************************************************
 ME0920  DESIGNATION -  618
 ME0920  PID         -  ME0920
 ME0920  STATE/COUNTY-  IN/LAKE
 ME0920  USGS QUAD   -  HIGHLAND (1991)
 ME0920
 ME0920                         *CURRENT SURVEY CONTROL
 ME0920  ___________________________________________________________________
 ME0920* NAD 83(1986)-  41 33 19.     (N)    087 27 31.     (W)     SCALED    
 ME0920* NAVD 88     -       188.441  (meters)     618.24   (feet)  ADJUSTED  
 ME0920  ___________________________________________________________________
 ME0920  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 ME0920  DYNAMIC HT  -         188.370 (meters)     618.01  (feet)  COMP
 ME0920  MODELED GRAV-     980,241.2   (mgal)                       NAVD 88
 ME0920
 ME0920  VERT ORDER  -  FIRST     CLASS II
 ME0920
 ME0920.The horizontal coordinates were scaled from a topographic map and have
 ME0920.an estimated accuracy of +/- 6 seconds.
 ME0920
 ME0920.The orthometric height was determined by differential leveling
 ME0920.and adjusted by the National Geodetic Survey in June 1991..
 ME0920
 ME0920.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0920.See file dsdata.txt to determine how the superseded data were derived.
 ME0920
 ME0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM617005(NAD 83)
 ME0920_MARKER: DD = SURVEY DISK
 ME0920_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0920_SP_SET: FOUNDATION
 ME0920_STAMPING: 618
 ME0920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0920
 ME0920  HISTORY     - Date     Condition        Report By
 ME0920  HISTORY     - UNK      MONUMENTED       USGS
 ME0920  HISTORY     - 1955     GOOD             NGS
 ME0920
 ME0920                          STATION DESCRIPTION
 ME0920
 ME0920'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1840 ***********************************************************************
 LA1840  DESIGNATION -  62 M
 LA1840  PID         -  LA1840
 LA1840  STATE/COUNTY-  IN/WABASH
 LA1840  USGS QUAD   -  SOMERSET (1994)
 LA1840
 LA1840                         *CURRENT SURVEY CONTROL
 LA1840  ___________________________________________________________________
 LA1840* NAD 83(1986)-  40 40 38.     (N)    085 49 36.     (W)     SCALED    
 LA1840* NAVD 88     -       223.761  (meters)     734.12   (feet)  ADJUSTED  
 LA1840  ___________________________________________________________________
 LA1840  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 LA1840  DYNAMIC HT  -         223.650 (meters)     733.76  (feet)  COMP
 LA1840  MODELED GRAV-     980,125.3   (mgal)                       NAVD 88
 LA1840
 LA1840  VERT ORDER  -  SECOND    CLASS 0
 LA1840
 LA1840.The horizontal coordinates were scaled from a topographic map and have
 LA1840.an estimated accuracy of +/- 6 seconds.
 LA1840
 LA1840.The orthometric height was determined by differential leveling
 LA1840.and adjusted by the National Geodetic Survey in June 1991..
 LA1840
 LA1840.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1840.See file dsdata.txt to determine how the superseded data were derived.
 LA1840
 LA1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL991035(NAD 83)
 LA1840_MARKER: DD = SURVEY DISK
 LA1840_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1840_SP_SET: ABUTMENT
 LA1840_STAMPING: 735 62M 1945
 LA1840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1840
 LA1840  HISTORY     - Date     Condition        Report By
 LA1840  HISTORY     - 1945     MONUMENTED       USGS
 LA1840  HISTORY     - 1946     GOOD             NGS
 LA1840
 LA1840                          STATION DESCRIPTION
 LA1840
 LA1840'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1131 ***********************************************************************
 ME1131  DESIGNATION -  62.461
 ME1131  PID         -  ME1131
 ME1131  STATE/COUNTY-  IN/LAKE
 ME1131  USGS QUAD   -  SCHNEIDER (1992)
 ME1131
 ME1131                         *CURRENT SURVEY CONTROL
 ME1131  ___________________________________________________________________
 ME1131* NAD 83(1986)-  41 12 07.     (N)    087 26 48.     (W)     SCALED    
 ME1131* NAVD 88     -       193.329  (meters)     634.28   (feet)  ADJUSTED  
 ME1131  ___________________________________________________________________
 ME1131  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 ME1131  DYNAMIC HT  -         193.248 (meters)     634.01  (feet)  COMP
 ME1131  MODELED GRAV-     980,200.0   (mgal)                       NAVD 88
 ME1131
 ME1131  VERT ORDER  -  FIRST     CLASS II
 ME1131
 ME1131.The horizontal coordinates were scaled from a topographic map and have
 ME1131.an estimated accuracy of +/- 6 seconds.
 ME1131
 ME1131.The orthometric height was determined by differential leveling
 ME1131.and adjusted by the National Geodetic Survey in June 1991..
 ME1131.WARNING-Repeat measurements at this control monument indicate possible
 ME1131.vertical movement.
 ME1131
 ME1131.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1131.See file dsdata.txt to determine how the superseded data were derived.
 ME1131
 ME1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL625612(NAD 83)
 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             NGS
 ME1131
 ME1131                          STATION DESCRIPTION
 ME1131
 ME1131'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0163 ***********************************************************************
 JA0163  DESIGNATION -  636 USGS
 JA0163  PID         -  JA0163
 JA0163  STATE/COUNTY-  IN/ORANGE
 JA0163  USGS QUAD   -  MITCHELL (1980)
 JA0163
 JA0163                         *CURRENT SURVEY CONTROL
 JA0163  ___________________________________________________________________
 JA0163* NAD 83(1986)-  38 40 00.     (N)    086 27 05.     (W)     SCALED    
 JA0163* NAVD 88     -       193.574  (meters)     635.08   (feet)  ADJUSTED  
 JA0163  ___________________________________________________________________
 JA0163  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JA0163  DYNAMIC HT  -         193.446 (meters)     634.66  (feet)  COMP
 JA0163  MODELED GRAV-     979,961.0   (mgal)                       NAVD 88
 JA0163
 JA0163  VERT ORDER  -  FIRST     CLASS II
 JA0163
 JA0163.The horizontal coordinates were scaled from a topographic map and have
 JA0163.an estimated accuracy of +/- 6 seconds.
 JA0163
 JA0163.The orthometric height was determined by differential leveling
 JA0163.and adjusted by the National Geodetic Survey in June 1991..
 JA0163
 JA0163.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0163.See file dsdata.txt to determine how the superseded data were derived.
 JA0163
 JA0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH477799(NAD 83)
 JA0163_MARKER: P = PIPE CAP
 JA0163_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0163_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA0163_STAMPING: 636
 JA0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0163
 JA0163  HISTORY     - Date     Condition        Report By
 JA0163  HISTORY     - UNK      MONUMENTED       USGS
 JA0163  HISTORY     - 1965     GOOD             NGS
 JA0163  HISTORY     - 1967     GOOD             NGS
 JA0163  HISTORY     - 1983     GOOD             USE
 JA0163
 JA0163                          STATION DESCRIPTION
 JA0163
 JA0163'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1967
 JA0163'RECOVERED IN GOOD CONDITION.
 JA0163
 JA0163                          STATION RECOVERY (1983)
 JA0163
 JA0163'RECOVERY NOTE BY US ENGINEERS 1983
 JA0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0937 ***********************************************************************
 ME0937  DESIGNATION -  642
 ME0937  PID         -  ME0937
 ME0937  STATE/COUNTY-  IN/LAKE
 ME0937  USGS QUAD   -  GARY (1991)
 ME0937
 ME0937                         *CURRENT SURVEY CONTROL
 ME0937  ___________________________________________________________________
 ME0937* NAD 83(1986)-  41 30 45.     (N)    087 20 44.     (W)     SCALED    
 ME0937* NAVD 88     -       195.834  (meters)     642.50   (feet)  ADJUSTED  
 ME0937  ___________________________________________________________________
 ME0937  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 ME0937  DYNAMIC HT  -         195.758 (meters)     642.25  (feet)  COMP
 ME0937  MODELED GRAV-     980,232.3   (mgal)                       NAVD 88
 ME0937
 ME0937  VERT ORDER  -  SECOND    CLASS 0
 ME0937
 ME0937.The horizontal coordinates were scaled from a topographic map and have
 ME0937.an estimated accuracy of +/- 6 seconds.
 ME0937
 ME0937.The orthometric height was determined by differential leveling
 ME0937.and adjusted by the National Geodetic Survey in June 1991..
 ME0937
 ME0937.The geoid height was determined by GEOID03.
 ME0937
 ME0937.The dynamic height is computed by dividing the NAVD 88
 ME0937.geopotential number by the normal gravity value computed on the
 ME0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0937.degrees latitude (g = 980.6199 gals.).
 ME0937
 ME0937.The modeled gravity was interpolated from observed gravity values.
 ME0937
 ME0937;                    North         East    Units  Estimated Accuracy
 ME0937;SPC IN W     -   695,510.      878,110.      MT  (+/- 180 meters Scaled)
 ME0937
 ME0937                          SUPERSEDED SURVEY CONTROL
 ME0937
 ME0937  NGVD 29 (??/??/92)  195.930  (m)          642.81   (f) ADJ UNCH    2 0
 ME0937
 ME0937.Superseded values are not recommended for survey control.
 ME0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0937.See file dsdata.txt to determine how the superseded data were derived.
 ME0937
 ME0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL711957(NAD 83)
 ME0937_MARKER: DD = SURVEY DISK
 ME0937_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0937_SP_SET: BUILDING
 ME0937_STAMPING: 642.882
 ME0937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0937
 ME0937  HISTORY     - Date     Condition        Report By
 ME0937  HISTORY     - UNK      MONUMENTED       USGS
 ME0937  HISTORY     - 1946     GOOD             NGS
 ME0937  HISTORY     - 1978     GOOD             LOCSUR
 ME0937
 ME0937                          STATION DESCRIPTION
 ME0937
 ME0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 ME0937'3 MI SW FROM GARY.
 ME0937'ABOUT 2.35 MILES SOUTH ALONG STATE HIGHWAY 53 FROM ITS INTERSECTION
 ME0937'WITH U.S. HIGHWAY 6 AT GARY, THENCE ABOUT 0.5 MILE WEST AND
 ME0937'0.1 MILE SOUTH ALONG A BLACK TOP ROAD, AT THE ST. PETERS AND
 ME0937'ST. PAULS CHURCH, SET VERTICALLY IN THE WEST FACE OF THE BRICK
 ME0937'WALL AT THE NORTHWEST CORNER OF THE BUILDING, 2 FEET SOUTH OF
 ME0937'THE NORTHWEST CORNER AND 2.5 FEET ABOVE THE SIDE WALK.
 ME0937
 ME0937                          STATION RECOVERY (1978)
 ME0937
 ME0937'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME0937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0303 ***********************************************************************
 LB0303  DESIGNATION -  647.8
 LB0303  PID         -  LB0303
 LB0303  STATE/COUNTY-  IN/MIAMI
 LB0303  USGS QUAD   -  PERU (1992)
 LB0303
 LB0303                         *CURRENT SURVEY CONTROL
 LB0303  ___________________________________________________________________
 LB0303* NAD 83(1986)-  40 45 09.     (N)    086 03 22.     (W)     SCALED    
 LB0303* NAVD 88     -       197.332  (meters)     647.41   (feet)  ADJUSTED  
 LB0303  ___________________________________________________________________
 LB0303  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 LB0303  DYNAMIC HT  -         197.237 (meters)     647.10  (feet)  COMP
 LB0303  MODELED GRAV-     980,139.6   (mgal)                       NAVD 88
 LB0303
 LB0303  VERT ORDER  -  SECOND    CLASS 0
 LB0303
 LB0303.The horizontal coordinates were scaled from a topographic map and have
 LB0303.an estimated accuracy of +/- 6 seconds.
 LB0303
 LB0303.The orthometric height was determined by differential leveling
 LB0303.and adjusted by the National Geodetic Survey in June 1991..
 LB0303
 LB0303.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0303.See file dsdata.txt to determine how the superseded data were derived.
 LB0303
 LB0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL796117(NAD 83)
 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             NGS
 LB0303
 LB0303                          STATION DESCRIPTION
 LB0303
 LB0303'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0305 ***********************************************************************
 LB0305  DESIGNATION -  649.4
 LB0305  PID         -  LB0305
 LB0305  STATE/COUNTY-  IN/MIAMI
 LB0305  USGS QUAD   -  PERU (1992)
 LB0305
 LB0305                         *CURRENT SURVEY CONTROL
 LB0305  ___________________________________________________________________
 LB0305* NAD 83(1986)-  40 45 12.     (N)    086 02 14.     (W)     SCALED    
 LB0305* NAVD 88     -       197.808  (meters)     648.98   (feet)  ADJUSTED  
 LB0305  ___________________________________________________________________
 LB0305  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 LB0305  DYNAMIC HT  -         197.713 (meters)     648.66  (feet)  COMP
 LB0305  MODELED GRAV-     980,139.8   (mgal)                       NAVD 88
 LB0305
 LB0305  VERT ORDER  -  SECOND    CLASS 0
 LB0305
 LB0305.The horizontal coordinates were scaled from a topographic map and have
 LB0305.an estimated accuracy of +/- 6 seconds.
 LB0305
 LB0305.The orthometric height was determined by differential leveling
 LB0305.and adjusted by the National Geodetic Survey in June 1991..
 LB0305
 LB0305.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0305.See file dsdata.txt to determine how the superseded data were derived.
 LB0305
 LB0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL812118(NAD 83)
 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             NGS
 LB0305  HISTORY     - 1961     GOOD             LOCSUR
 LB0305  HISTORY     - 1989     GOOD             USPSQD
 LB0305
 LB0305                          STATION DESCRIPTION
 LB0305
 LB0305'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1127 ***********************************************************************
 ME1127  DESIGNATION -  65.150
 ME1127  PID         -  ME1127
 ME1127  STATE/COUNTY-  IN/LAKE
 ME1127  USGS QUAD   -  SCHNEIDER (1992)
 ME1127
 ME1127                         *CURRENT SURVEY CONTROL
 ME1127  ___________________________________________________________________
 ME1127* NAD 83(1986)-  41 10 48.     (N)    087 26 51.     (W)     SCALED    
 ME1127* NAVD 88     -       194.107  (meters)     636.83   (feet)  ADJUSTED  
 ME1127  ___________________________________________________________________
 ME1127  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 ME1127  DYNAMIC HT  -         194.025 (meters)     636.56  (feet)  COMP
 ME1127  MODELED GRAV-     980,198.7   (mgal)                       NAVD 88
 ME1127
 ME1127  VERT ORDER  -  FIRST     CLASS II
 ME1127
 ME1127.The horizontal coordinates were scaled from a topographic map and have
 ME1127.an estimated accuracy of +/- 6 seconds.
 ME1127
 ME1127.The orthometric height was determined by differential leveling
 ME1127.and adjusted by the National Geodetic Survey in June 1991..
 ME1127.WARNING-Repeat measurements at this control monument indicate possible
 ME1127.vertical movement.
 ME1127
 ME1127.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1127.See file dsdata.txt to determine how the superseded data were derived.
 ME1127
 ME1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL624588(NAD 83)
 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             NGS
 ME1127
 ME1127                          STATION DESCRIPTION
 ME1127
 ME1127'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1134 ***********************************************************************
 ME1134  DESIGNATION -  65.241
 ME1134  PID         -  ME1134
 ME1134  STATE/COUNTY-  IN/LAKE
 ME1134  USGS QUAD   -  SCHNEIDER (1992)
 ME1134
 ME1134                         *CURRENT SURVEY CONTROL
 ME1134  ___________________________________________________________________
 ME1134* NAD 83(1986)-  41 12 46.     (N)    087 26 52.     (W)     SCALED    
 ME1134* NAVD 88     -       194.131  (meters)     636.91   (feet)  ADJUSTED  
 ME1134  ___________________________________________________________________
 ME1134  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 ME1134  DYNAMIC HT  -         194.050 (meters)     636.65  (feet)  COMP
 ME1134  MODELED GRAV-     980,200.7   (mgal)                       NAVD 88
 ME1134
 ME1134  VERT ORDER  -  FIRST     CLASS II
 ME1134
 ME1134.The horizontal coordinates were scaled from a topographic map and have
 ME1134.an estimated accuracy of +/- 6 seconds.
 ME1134
 ME1134.The orthometric height was determined by differential leveling
 ME1134.and adjusted by the National Geodetic Survey in June 1991..
 ME1134.WARNING-Repeat measurements at this control monument indicate possible
 ME1134.vertical movement.
 ME1134
 ME1134.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1134.See file dsdata.txt to determine how the superseded data were derived.
 ME1134
 ME1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL624624(NAD 83)
 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             NGS
 ME1134
 ME1134                          STATION DESCRIPTION
 ME1134
 ME1134'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0321 ***********************************************************************
 KA0321  DESIGNATION -  654
 KA0321  PID         -  KA0321
 KA0321  STATE/COUNTY-  IN/MONROE
 KA0321  USGS QUAD   -  UNIONVILLE (1990)
 KA0321
 KA0321                         *CURRENT SURVEY CONTROL
 KA0321  ___________________________________________________________________
 KA0321* NAD 83(1986)-  39 09 43.     (N)    086 24 53.     (W)     SCALED    
 KA0321* NAVD 88     -       170.66   (+/-2cm)     559.9    (feet)  VERTCON   
 KA0321  ___________________________________________________________________
 KA0321  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KA0321
 KA0321  VERT ORDER  -  ? (See Below)
 KA0321
 KA0321.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 KA0321
 KA0321.The geoid height was determined by GEOID03.
 KA0321
 KA0321;                    North         East    Units  Estimated Accuracy
 KA0321;SPC IN W     -   434,690.      957,790.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0321.See file dsdata.txt to determine how the superseded data were derived.
 KA0321
 KA0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ505349(NAD 83)
 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             NGS
 KA0321  HISTORY     - 20031213 MARK NOT FOUND   GEOCAC
 KA0321
 KA0321                          STATION DESCRIPTION
 KA0321
 KA0321'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0148 ***********************************************************************
 JA0148  DESIGNATION -  655.1 USGS
 JA0148  PID         -  JA0148
 JA0148  STATE/COUNTY-  IN/LAWRENCE
 JA0148  USGS QUAD   -  BARTLETTSVILLE (1994)
 JA0148
 JA0148                         *CURRENT SURVEY CONTROL
 JA0148  ___________________________________________________________________
 JA0148* NAD 83(1986)-  38 53 23.     (N)    086 29 15.     (W)     SCALED    
 JA0148* NAVD 88     -       199.579  (meters)     654.79   (feet)  ADJUSTED  
 JA0148  ___________________________________________________________________
 JA0148  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JA0148  DYNAMIC HT  -         199.454 (meters)     654.38  (feet)  COMP
 JA0148  MODELED GRAV-     980,000.6   (mgal)                       NAVD 88
 JA0148
 JA0148  VERT ORDER  -  SECOND    CLASS 0
 JA0148
 JA0148.The horizontal coordinates were scaled from a topographic map and have
 JA0148.an estimated accuracy of +/- 6 seconds.
 JA0148
 JA0148.The orthometric height was determined by differential leveling
 JA0148.and adjusted by the National Geodetic Survey in June 1991..
 JA0148
 JA0148.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0148.See file dsdata.txt to determine how the superseded data were derived.
 JA0148
 JA0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ444046(NAD 83)
 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             NGS
 JA0148
 JA0148                          STATION DESCRIPTION
 JA0148
 JA0148'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1063 ***********************************************************************
 KA1063  DESIGNATION -  655.617
 KA1063  PID         -  KA1063
 KA1063  STATE/COUNTY-  IN/PARKE
 KA1063  USGS QUAD   -  WALLACE (1961)
 KA1063
 KA1063                         *CURRENT SURVEY CONTROL
 KA1063  ___________________________________________________________________
 KA1063* NAD 83(1986)-  39 52 39.     (N)    087 13 09.     (W)     SCALED    
 KA1063* NAVD 88     -       199.830  (meters)     655.61   (feet)  ADJUSTED  
 KA1063  ___________________________________________________________________
 KA1063  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KA1063  DYNAMIC HT  -         199.719 (meters)     655.24  (feet)  COMP
 KA1063  MODELED GRAV-     980,066.8   (mgal)                       NAVD 88
 KA1063
 KA1063  VERT ORDER  -  SECOND    CLASS 0
 KA1063
 KA1063.The horizontal coordinates were scaled from a topographic map and have
 KA1063.an estimated accuracy of +/- 6 seconds.
 KA1063
 KA1063.The orthometric height was determined by differential leveling
 KA1063.and adjusted by the National Geodetic Survey in June 1991..
 KA1063
 KA1063.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1063.See file dsdata.txt to determine how the superseded data were derived.
 KA1063
 KA1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK812141(NAD 83)
 KA1063_MARKER: Q = CHISELED SQUARE
 KA1063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1063_SP_SET: CULVERT
 KA1063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1063
 KA1063  HISTORY     - Date     Condition        Report By
 KA1063  HISTORY     - UNK      MONUMENTED       USGS
 KA1063  HISTORY     - 1946     GOOD             NGS
 KA1063
 KA1063                          STATION DESCRIPTION
 KA1063
 KA1063'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0308 ***********************************************************************
 LB0308  DESIGNATION -  655.8
 LB0308  PID         -  LB0308
 LB0308  STATE/COUNTY-  IN/MIAMI
 LB0308  USGS QUAD   -  PERU (1992)
 LB0308
 LB0308                         *CURRENT SURVEY CONTROL
 LB0308  ___________________________________________________________________
 LB0308* NAD 83(1986)-  40 45 15.     (N)    086 01 23.     (W)     SCALED    
 LB0308* NAVD 88     -       199.728  (meters)     655.27   (feet)  ADJUSTED  
 LB0308  ___________________________________________________________________
 LB0308  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 LB0308  DYNAMIC HT  -         199.632 (meters)     654.96  (feet)  COMP
 LB0308  MODELED GRAV-     980,140.0   (mgal)                       NAVD 88
 LB0308
 LB0308  VERT ORDER  -  SECOND    CLASS 0
 LB0308
 LB0308.The horizontal coordinates were scaled from a topographic map and have
 LB0308.an estimated accuracy of +/- 6 seconds.
 LB0308
 LB0308.The orthometric height was determined by differential leveling
 LB0308.and adjusted by the National Geodetic Survey in June 1991..
 LB0308
 LB0308.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0308.See file dsdata.txt to determine how the superseded data were derived.
 LB0308
 LB0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL824119(NAD 83)
 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             NGS
 LB0308  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0308
 LB0308                          STATION DESCRIPTION
 LB0308
 LB0308'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1199 ***********************************************************************
 KA1199  DESIGNATION -  659
 KA1199  PID         -  KA1199
 KA1199  STATE/COUNTY-  IN/OWEN
 KA1199  USGS QUAD   -  COAL CITY (1986)
 KA1199
 KA1199                         *CURRENT SURVEY CONTROL
 KA1199  ___________________________________________________________________
 KA1199* NAD 83(1986)-  39 13 49.     (N)    087 02 43.     (W)     SCALED    
 KA1199* NAVD 88     -       200.658  (meters)     658.33   (feet)  POSTED    
 KA1199  ___________________________________________________________________
 KA1199  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KA1199  DYNAMIC HT  -         200.540 (meters)     657.94  (feet)  COMP
 KA1199  MODELED GRAV-     980,038.0   (mgal)                       NAVD 88
 KA1199
 KA1199  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KA1199
 KA1199.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KA1199.rate of 1.1 thru 2.0 mm/km.
 KA1199
 KA1199.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1199.See file dsdata.txt to determine how the superseded data were derived.
 KA1199
 KA1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ960423(NAD 83)
 KA1199_MARKER: DD = SURVEY DISK
 KA1199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1199_SP_SET: BUILDING
 KA1199_STAMPING: 659
 KA1199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1199
 KA1199  HISTORY     - Date     Condition        Report By
 KA1199  HISTORY     - UNK      MONUMENTED       USGS
 KA1199  HISTORY     - 1946     GOOD             NGS
 KA1199  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1199
 KA1199                          STATION DESCRIPTION
 KA1199
 KA1199'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0333 ***********************************************************************
 JA0333  DESIGNATION -  661 A USE
 JA0333  PID         -  JA0333
 JA0333  STATE/COUNTY-  IN/CRAWFORD
 JA0333  USGS QUAD   -  LEAVENWORTH (1980)
 JA0333
 JA0333                         *CURRENT SURVEY CONTROL
 JA0333  ___________________________________________________________________
 JA0333* NAD 83(1986)-  38 11 38.     (N)    086 20 39.     (W)     SCALED    
 JA0333* NAVD 88     -       127.841  (meters)     419.43   (feet)  ADJUSTED  
 JA0333  ___________________________________________________________________
 JA0333  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JA0333  DYNAMIC HT  -         127.749 (meters)     419.12  (feet)  COMP
 JA0333  MODELED GRAV-     979,909.0   (mgal)                       NAVD 88
 JA0333
 JA0333  VERT ORDER  -  FIRST     CLASS II
 JA0333
 JA0333.The horizontal coordinates were scaled from a topographic map and have
 JA0333.an estimated accuracy of +/- 6 seconds.
 JA0333
 JA0333.The orthometric height was determined by differential leveling
 JA0333.and adjusted by the National Geodetic Survey in June 1991..
 JA0333
 JA0333.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0333.See file dsdata.txt to determine how the superseded data were derived.
 JA0333
 JA0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH574275(NAD 83)
 JA0333_MARKER: Q = CHISELED SQUARE
 JA0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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       DOD
 JA0333  HISTORY     - 1953     GOOD             NGS
 JA0333  HISTORY     - 1965     MARK NOT FOUND   NGS
 JA0333
 JA0333                          STATION DESCRIPTION
 JA0333
 JA0333'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1965
 JA0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0406 ***********************************************************************
 KA0406  DESIGNATION -  662.7
 KA0406  PID         -  KA0406
 KA0406  STATE/COUNTY-  IN/GREENE
 KA0406  USGS QUAD   -  SOLSBERRY (1983)
 KA0406
 KA0406                         *CURRENT SURVEY CONTROL
 KA0406  ___________________________________________________________________
 KA0406* NAD 83(1986)-  39 00 56.     (N)    086 50 58.     (W)     SCALED    
 KA0406* NAVD 88     -       201.801  (meters)     662.08   (feet)  ADJUSTED  
 KA0406  ___________________________________________________________________
 KA0406  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KA0406  DYNAMIC HT  -         201.676 (meters)     661.67  (feet)  COMP
 KA0406  MODELED GRAV-     980,002.6   (mgal)                       NAVD 88
 KA0406
 KA0406  VERT ORDER  -  FIRST     CLASS II
 KA0406
 KA0406.The horizontal coordinates were scaled from a topographic map and have
 KA0406.an estimated accuracy of +/- 6 seconds.
 KA0406
 KA0406.The orthometric height was determined by differential leveling
 KA0406.and adjusted by the National Geodetic Survey in June 1991..
 KA0406
 KA0406.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0406.See file dsdata.txt to determine how the superseded data were derived.
 KA0406
 KA0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ130185(NAD 83)
 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             NGS
 KA0406
 KA0406                          STATION DESCRIPTION
 KA0406
 KA0406'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0311 ***********************************************************************
 LB0311  DESIGNATION -  664.7
 LB0311  PID         -  LB0311
 LB0311  STATE/COUNTY-  IN/MIAMI
 LB0311  USGS QUAD   -  BUNKER HILL (1994)
 LB0311
 LB0311                         *CURRENT SURVEY CONTROL
 LB0311  ___________________________________________________________________
 LB0311* NAD 83(1986)-  40 44 52.     (N)    086 00 37.     (W)     SCALED    
 LB0311* NAVD 88     -       202.473  (meters)     664.28   (feet)  ADJUSTED  
 LB0311  ___________________________________________________________________
 LB0311  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 LB0311  DYNAMIC HT  -         202.376 (meters)     663.96  (feet)  COMP
 LB0311  MODELED GRAV-     980,139.1   (mgal)                       NAVD 88
 LB0311
 LB0311  VERT ORDER  -  SECOND    CLASS 0
 LB0311
 LB0311.The horizontal coordinates were scaled from a topographic map and have
 LB0311.an estimated accuracy of +/- 6 seconds.
 LB0311
 LB0311.The orthometric height was determined by differential leveling
 LB0311.and adjusted by the National Geodetic Survey in June 1991..
 LB0311
 LB0311.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0311.See file dsdata.txt to determine how the superseded data were derived.
 LB0311
 LB0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL835112(NAD 83)
 LB0311_MARKER: Q = CHISELED SQUARE
 LB0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0311_SP_SET: STONE POST
 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             NGS
 LB0311
 LB0311                          STATION DESCRIPTION
 LB0311
 LB0311'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0366 ***********************************************************************
 KA0366  DESIGNATION -  66.8
 KA0366  PID         -  KA0366
 KA0366  STATE/COUNTY-  IN/GREENE
 KA0366  USGS QUAD   -  ARNEY (1980)
 KA0366
 KA0366                         *CURRENT SURVEY CONTROL
 KA0366  ___________________________________________________________________
 KA0366* NAD 83(1986)-  39 09 48.     (N)    086 54 03.     (W)     SCALED    
 KA0366* NAVD 88     -       162.931  (meters)     534.55   (feet)  ADJUSTED  
 KA0366  ___________________________________________________________________
 KA0366  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KA0366  DYNAMIC HT  -         162.834 (meters)     534.23  (feet)  COMP
 KA0366  MODELED GRAV-     980,028.2   (mgal)                       NAVD 88
 KA0366
 KA0366  VERT ORDER  -  FIRST     CLASS II
 KA0366
 KA0366.The horizontal coordinates were scaled from a topographic map and have
 KA0366.an estimated accuracy of +/- 6 seconds.
 KA0366
 KA0366.The orthometric height was determined by differential leveling
 KA0366.and adjusted by the National Geodetic Survey in June 1991..
 KA0366
 KA0366.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0366.See file dsdata.txt to determine how the superseded data were derived.
 KA0366
 KA0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ085349(NAD 83)
 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             NGS
 KA0366
 KA0366                          STATION DESCRIPTION
 KA0366
 KA0366'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1227 ***********************************************************************
 KA1227  DESIGNATION -  669
 KA1227  PID         -  KA1227
 KA1227  STATE/COUNTY-  IN/VIGO
 KA1227  USGS QUAD   -  SEELYVILLE (1986)
 KA1227
 KA1227                         *CURRENT SURVEY CONTROL
 KA1227  ___________________________________________________________________
 KA1227* NAD 83(1986)-  39 23 22.     (N)    087 17 56.     (W)     SCALED    
 KA1227* NAVD 88     -       173.041  (meters)     567.72   (feet)  ADJUSTED  
 KA1227  ___________________________________________________________________
 KA1227  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KA1227  DYNAMIC HT  -         172.942 (meters)     567.39  (feet)  COMP
 KA1227  MODELED GRAV-     980,049.4   (mgal)                       NAVD 88
 KA1227
 KA1227  VERT ORDER  -  FIRST     CLASS II
 KA1227
 KA1227.The horizontal coordinates were scaled from a topographic map and have
 KA1227.an estimated accuracy of +/- 6 seconds.
 KA1227
 KA1227.The orthometric height was determined by differential leveling
 KA1227.and adjusted by the National Geodetic Survey in June 1991..
 KA1227.WARNING-Repeat measurements at this control monument indicate possible
 KA1227.vertical movement.
 KA1227
 KA1227.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1227.See file dsdata.txt to determine how the superseded data were derived.
 KA1227
 KA1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ742600(NAD 83)
 KA1227_MARKER: DD = SURVEY 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     - UNK      MONUMENTED       USGS
 KA1227  HISTORY     - 1946     GOOD             NGS
 KA1227  HISTORY     - 1985     GOOD             NGS
 KA1227
 KA1227                          STATION DESCRIPTION
 KA1227
 KA1227'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0959 ***********************************************************************
 KA0959  DESIGNATION -  669 20 M
 KA0959  PID         -  KA0959
 KA0959  STATE/COUNTY-  IN/PARKE
 KA0959  USGS QUAD   -  WALLACE (1961)
 KA0959
 KA0959                         *CURRENT SURVEY CONTROL
 KA0959  ___________________________________________________________________
 KA0959* NAD 83(1986)-  39 52 37.     (N)    087 13 57.     (W)     SCALED    
 KA0959* NAVD 88     -       203.845  (meters)     668.78   (feet)  ADJUSTED  
 KA0959  ___________________________________________________________________
 KA0959  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KA0959  DYNAMIC HT  -         203.732 (meters)     668.41  (feet)  COMP
 KA0959  MODELED GRAV-     980,067.3   (mgal)                       NAVD 88
 KA0959
 KA0959  VERT ORDER  -  SECOND    CLASS 0
 KA0959
 KA0959.The horizontal coordinates were scaled from a topographic map and have
 KA0959.an estimated accuracy of +/- 6 seconds.
 KA0959
 KA0959.The orthometric height was determined by differential leveling
 KA0959.and adjusted by the National Geodetic Survey in June 1991..
 KA0959
 KA0959.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0959.See file dsdata.txt to determine how the superseded data were derived.
 KA0959
 KA0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK801141(NAD 83)
 KA0959_MARKER: DD = SURVEY DISK
 KA0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0959_STAMPING: 669 20 M 1946
 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             NGS
 KA0959
 KA0959                          STATION DESCRIPTION
 KA0959
 KA0959'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0960 ***********************************************************************
 KA0960  DESIGNATION -  669.345
 KA0960  PID         -  KA0960
 KA0960  STATE/COUNTY-  IN/PARKE
 KA0960  USGS QUAD   -  WALLACE (1961)
 KA0960
 KA0960                         *CURRENT SURVEY CONTROL
 KA0960  ___________________________________________________________________
 KA0960* NAD 83(1986)-  39 52 42.     (N)    087 13 58.     (W)     SCALED    
 KA0960* NAVD 88     -       204.017  (meters)     669.35   (feet)  ADJUSTED  
 KA0960  ___________________________________________________________________
 KA0960  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KA0960  DYNAMIC HT  -         203.904 (meters)     668.98  (feet)  COMP
 KA0960  MODELED GRAV-     980,067.6   (mgal)                       NAVD 88
 KA0960
 KA0960  VERT ORDER  -  SECOND    CLASS 0
 KA0960
 KA0960.The horizontal coordinates were scaled from a topographic map and have
 KA0960.an estimated accuracy of +/- 6 seconds.
 KA0960
 KA0960.The orthometric height was determined by differential leveling
 KA0960.and adjusted by the National Geodetic Survey in June 1991..
 KA0960
 KA0960.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0960.See file dsdata.txt to determine how the superseded data were derived.
 KA0960
 KA0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK800142(NAD 83)
 KA0960_MARKER: Q = CHISELED SQUARE
 KA0960_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0960_SP_SET: CULVERT
 KA0960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0960
 KA0960  HISTORY     - Date     Condition        Report By
 KA0960  HISTORY     - UNK      MONUMENTED       CGS
 KA0960  HISTORY     - 1946     GOOD             NGS
 KA0960
 KA0960                          STATION DESCRIPTION
 KA0960
 KA0960'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1776 ***********************************************************************
 LA1776  DESIGNATION -  673.4
 LA1776  PID         -  LA1776
 LA1776  STATE/COUNTY-  IN/MIAMI
 LA1776  USGS QUAD   -  PEORIA (1994)
 LA1776
 LA1776                         *CURRENT SURVEY CONTROL
 LA1776  ___________________________________________________________________
 LA1776* NAD 83(1986)-  40 43 29.     (N)    085 59 08.     (W)     SCALED    
 LA1776* NAVD 88     -       205.110  (meters)     672.93   (feet)  ADJUSTED  
 LA1776  ___________________________________________________________________
 LA1776  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 LA1776  DYNAMIC HT  -         205.010 (meters)     672.60  (feet)  COMP
 LA1776  MODELED GRAV-     980,135.0   (mgal)                       NAVD 88
 LA1776
 LA1776  VERT ORDER  -  SECOND    CLASS 0
 LA1776
 LA1776.The horizontal coordinates were scaled from a topographic map and have
 LA1776.an estimated accuracy of +/- 6 seconds.
 LA1776
 LA1776.The orthometric height was determined by differential leveling
 LA1776.and adjusted by the National Geodetic Survey in June 1991..
 LA1776
 LA1776.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1776.See file dsdata.txt to determine how the superseded data were derived.
 LA1776
 LA1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL856086(NAD 83)
 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             NGS
 LA1776
 LA1776                          STATION DESCRIPTION
 LA1776
 LA1776'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1782 ***********************************************************************
 LA1782  DESIGNATION -  673.9
 LA1782  PID         -  LA1782
 LA1782  STATE/COUNTY-  IN/MIAMI
 LA1782  USGS QUAD   -  PEORIA (1994)
 LA1782
 LA1782                         *CURRENT SURVEY CONTROL
 LA1782  ___________________________________________________________________
 LA1782* NAD 83(1986)-  40 43 04.     (N)    085 57 25.     (W)     SCALED    
 LA1782* NAVD 88     -       205.228  (meters)     673.32   (feet)  ADJUSTED  
 LA1782  ___________________________________________________________________
 LA1782  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 LA1782  DYNAMIC HT  -         205.128 (meters)     672.99  (feet)  COMP
 LA1782  MODELED GRAV-     980,133.4   (mgal)                       NAVD 88
 LA1782
 LA1782  VERT ORDER  -  SECOND    CLASS 0
 LA1782
 LA1782.The horizontal coordinates were scaled from a topographic map and have
 LA1782.an estimated accuracy of +/- 6 seconds.
 LA1782
 LA1782.The orthometric height was determined by differential leveling
 LA1782.and adjusted by the National Geodetic Survey in June 1991..
 LA1782
 LA1782.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1782.See file dsdata.txt to determine how the superseded data were derived.
 LA1782
 LA1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL880079(NAD 83)
 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             NGS
 LA1782
 LA1782                          STATION DESCRIPTION
 LA1782
 LA1782'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0114 ***********************************************************************
 JA0114  DESIGNATION -  674.6 USGS
 JA0114  PID         -  JA0114
 JA0114  STATE/COUNTY-  IN/LAWRENCE
 JA0114  USGS QUAD   -  BEDFORD EAST (1978)
 JA0114
 JA0114                         *CURRENT SURVEY CONTROL
 JA0114  ___________________________________________________________________
 JA0114* NAD 83(1986)-  38 45 37.     (N)    086 29 55.     (W)     SCALED    
 JA0114* NAVD 88     -       205.480  (meters)     674.15   (feet)  ADJUSTED  
 JA0114  ___________________________________________________________________
 JA0114  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JA0114  DYNAMIC HT  -         205.347 (meters)     673.71  (feet)  COMP
 JA0114  MODELED GRAV-     979,979.4   (mgal)                       NAVD 88
 JA0114
 JA0114  VERT ORDER  -  FIRST     CLASS II
 JA0114
 JA0114.The horizontal coordinates were scaled from a topographic map and have
 JA0114.an estimated accuracy of +/- 6 seconds.
 JA0114
 JA0114.The orthometric height was determined by differential leveling
 JA0114.and adjusted by the National Geodetic Survey in June 1991..
 JA0114
 JA0114.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0114.See file dsdata.txt to determine how the superseded data were derived.
 JA0114
 JA0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH435902(NAD 83)
 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             NGS
 JA0114
 JA0114                          STATION DESCRIPTION
 JA0114
 JA0114'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1058 ***********************************************************************
 KA1058  DESIGNATION -  675.099
 KA1058  PID         -  KA1058
 KA1058  STATE/COUNTY-  IN/PARKE
 KA1058  USGS QUAD   -  WALLACE (1961)
 KA1058
 KA1058                         *CURRENT SURVEY CONTROL
 KA1058  ___________________________________________________________________
 KA1058* NAD 83(1986)-  39 52 51.     (N)    087 11 08.     (W)     SCALED    
 KA1058* NAVD 88     -       205.743  (meters)     675.01   (feet)  ADJUSTED  
 KA1058  ___________________________________________________________________
 KA1058  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KA1058  DYNAMIC HT  -         205.628 (meters)     674.63  (feet)  COMP
 KA1058  MODELED GRAV-     980,066.0   (mgal)                       NAVD 88
 KA1058
 KA1058  VERT ORDER  -  SECOND    CLASS 0
 KA1058
 KA1058.The horizontal coordinates were scaled from a topographic map and have
 KA1058.an estimated accuracy of +/- 6 seconds.
 KA1058
 KA1058.The orthometric height was determined by differential leveling
 KA1058.and adjusted by the National Geodetic Survey in June 1991..
 KA1058
 KA1058.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1058.See file dsdata.txt to determine how the superseded data were derived.
 KA1058
 KA1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK841145(NAD 83)
 KA1058_MARKER: Q = CHISELED SQUARE
 KA1058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1058_SP_SET: CULVERT
 KA1058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1058
 KA1058  HISTORY     - Date     Condition        Report By
 KA1058  HISTORY     - UNK      MONUMENTED       USGS
 KA1058  HISTORY     - 1946     GOOD             NGS
 KA1058
 KA1058                          STATION DESCRIPTION
 KA1058
 KA1058'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1059 ***********************************************************************
 KA1059  DESIGNATION -  676 19 M
 KA1059  PID         -  KA1059
 KA1059  STATE/COUNTY-  IN/PARKE
 KA1059  USGS QUAD   -  WALLACE (1961)
 KA1059
 KA1059                         *CURRENT SURVEY CONTROL
 KA1059  ___________________________________________________________________
 KA1059* NAD 83(1986)-  39 52 51.     (N)    087 11 09.     (W)     SCALED    
 KA1059* NAVD 88     -       206.030  (meters)     675.95   (feet)  ADJUSTED  
 KA1059  ___________________________________________________________________
 KA1059  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KA1059  DYNAMIC HT  -         205.916 (meters)     675.58  (feet)  COMP
 KA1059  MODELED GRAV-     980,066.1   (mgal)                       NAVD 88
 KA1059
 KA1059  VERT ORDER  -  SECOND    CLASS 0
 KA1059
 KA1059.The horizontal coordinates were scaled from a topographic map and have
 KA1059.an estimated accuracy of +/- 6 seconds.
 KA1059
 KA1059.The orthometric height was determined by differential leveling
 KA1059.and adjusted by the National Geodetic Survey in June 1991..
 KA1059
 KA1059.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1059.See file dsdata.txt to determine how the superseded data were derived.
 KA1059
 KA1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK841145(NAD 83)
 KA1059_MARKER: DD = SURVEY DISK
 KA1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1059_STAMPING: 676 19M 1946
 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             NGS
 KA1059
 KA1059                          STATION DESCRIPTION
 KA1059
 KA1059'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0312 ***********************************************************************
 LB0312  DESIGNATION -  678.5
 LB0312  PID         -  LB0312
 LB0312  STATE/COUNTY-  IN/MIAMI
 LB0312  USGS QUAD   -  BUNKER HILL (1994)
 LB0312
 LB0312                         *CURRENT SURVEY CONTROL
 LB0312  ___________________________________________________________________
 LB0312* NAD 83(1986)-  40 44 16.     (N)    086 00 32.     (W)     SCALED    
 LB0312* NAVD 88     -       206.663  (meters)     678.03   (feet)  ADJUSTED  
 LB0312  ___________________________________________________________________
 LB0312  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 LB0312  DYNAMIC HT  -         206.563 (meters)     677.70  (feet)  COMP
 LB0312  MODELED GRAV-     980,137.7   (mgal)                       NAVD 88
 LB0312
 LB0312  VERT ORDER  -  SECOND    CLASS 0
 LB0312
 LB0312.The horizontal coordinates were scaled from a topographic map and have
 LB0312.an estimated accuracy of +/- 6 seconds.
 LB0312
 LB0312.The orthometric height was determined by differential leveling
 LB0312.and adjusted by the National Geodetic Survey in June 1991..
 LB0312
 LB0312.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0312.See file dsdata.txt to determine how the superseded data were derived.
 LB0312
 LB0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL836101(NAD 83)
 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             NGS
 LB0312
 LB0312                          STATION DESCRIPTION
 LB0312
 LB0312'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1887 ***********************************************************************
 JA1887  DESIGNATION -  68 CH USGS 1946
 JA1887  PID         -  JA1887
 JA1887  STATE/COUNTY-  IN/DUBOIS
 JA1887  USGS QUAD   -  JASPER (1990)
 JA1887
 JA1887                         *CURRENT SURVEY CONTROL
 JA1887  ___________________________________________________________________
 JA1887* NAD 83(1997)-  38 26 13.63793(N)    086 56 16.88206(W)     ADJUSTED  
 JA1887* NAVD 88     -       147.     (meters)     482.     (feet)  SCALED    
 JA1887  ___________________________________________________________________
 JA1887  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 JA1887  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 JA1887
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1887
 JA1887.The geoid height was determined by GEOID03.
 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     -   0.99998204  x   0.99996865  =   0.99995069
 JA1887!UTM  16      -   0.99998204  x   0.99960036  =   0.99958241
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1887.See file dsdata.txt to determine how the superseded data were derived.
 JA1887
 JA1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0540954318(NAD 83)
 JA1887_MARKER: DD = SURVEY DISK
 JA1887_SETTING: 0 = UNSPECIFIED SETTING
 JA1887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1887
 JA1887  HISTORY     - Date     Condition        Report By
 JA1887  HISTORY     - 1946     MONUMENTED       USGS
 JA1887
 JA1887                          STATION DESCRIPTION
 JA1887
 JA1887'DESCRIBED BY US GEOLOGICAL 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 = OCTOBER  6, 2006
 JZ0916 ***********************************************************************
 JZ0916  DESIGNATION -  682.3
 JZ0916  PID         -  JZ0916
 JZ0916  STATE/COUNTY-  IN/DEARBORN
 JZ0916  USGS QUAD   -  HOOVEN (1992)
 JZ0916
 JZ0916                         *CURRENT SURVEY CONTROL
 JZ0916  ___________________________________________________________________
 JZ0916* NAD 83(1986)-  39 13 26.     (N)    084 50 33.     (W)     SCALED    
 JZ0916* NAVD 88     -       207.777  (meters)     681.68   (feet)  ADJUSTED  
 JZ0916  ___________________________________________________________________
 JZ0916  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ0916  DYNAMIC HT  -         207.650 (meters)     681.26  (feet)  COMP
 JZ0916  MODELED GRAV-     980,012.9   (mgal)                       NAVD 88
 JZ0916
 JZ0916  VERT ORDER  -  SECOND    CLASS 0
 JZ0916
 JZ0916.The horizontal coordinates were scaled from a topographic map and have
 JZ0916.an estimated accuracy of +/- 6 seconds.
 JZ0916
 JZ0916.The orthometric height was determined by differential leveling
 JZ0916.and adjusted by the National Geodetic Survey in June 1991..
 JZ0916
 JZ0916.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0916.See file dsdata.txt to determine how the superseded data were derived.
 JZ0916
 JZ0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ862438(NAD 83)
 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             NGS
 JZ0916
 JZ0916                          STATION DESCRIPTION
 JZ0916
 JZ0916'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0314 ***********************************************************************
 LB0314  DESIGNATION -  685.8
 LB0314  PID         -  LB0314
 LB0314  STATE/COUNTY-  IN/MIAMI
 LB0314  USGS QUAD   -  BUNKER HILL (1994)
 LB0314
 LB0314                         *CURRENT SURVEY CONTROL
 LB0314  ___________________________________________________________________
 LB0314* NAD 83(1986)-  40 43 51.     (N)    086 00 10.     (W)     SCALED    
 LB0314* NAVD 88     -       208.903  (meters)     685.38   (feet)  ADJUSTED  
 LB0314  ___________________________________________________________________
 LB0314  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 LB0314  DYNAMIC HT  -         208.802 (meters)     685.04  (feet)  COMP
 LB0314  MODELED GRAV-     980,136.6   (mgal)                       NAVD 88
 LB0314
 LB0314  VERT ORDER  -  SECOND    CLASS 0
 LB0314
 LB0314.The horizontal coordinates were scaled from a topographic map and have
 LB0314.an estimated accuracy of +/- 6 seconds.
 LB0314
 LB0314.The orthometric height was determined by differential leveling
 LB0314.and adjusted by the National Geodetic Survey in June 1991..
 LB0314
 LB0314.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0314.See file dsdata.txt to determine how the superseded data were derived.
 LB0314
 LB0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL842093(NAD 83)
 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             NGS
 LB0314
 LB0314                          STATION DESCRIPTION
 LB0314
 LB0314'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0049 ***********************************************************************
 JA0049  DESIGNATION -  688 USGS
 JA0049  PID         -  JA0049
 JA0049  STATE/COUNTY-  IN/LAWRENCE
 JA0049  USGS QUAD   -  MITCHELL (1980)
 JA0049
 JA0049                         *CURRENT SURVEY CONTROL
 JA0049  ___________________________________________________________________
 JA0049* NAD 83(1986)-  38 43 58.     (N)    086 28 18.     (W)     SCALED    
 JA0049* NAVD 88     -       209.392  (meters)     686.98   (feet)  ADJUSTED  
 JA0049  ___________________________________________________________________
 JA0049  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JA0049  DYNAMIC HT  -         209.256 (meters)     686.53  (feet)  COMP
 JA0049  MODELED GRAV-     979,974.5   (mgal)                       NAVD 88
 JA0049
 JA0049  VERT ORDER  -  FIRST     CLASS II
 JA0049
 JA0049.The horizontal coordinates were scaled from a topographic map and have
 JA0049.an estimated accuracy of +/- 6 seconds.
 JA0049
 JA0049.The orthometric height was determined by differential leveling
 JA0049.and adjusted by the National Geodetic Survey in June 1991..
 JA0049
 JA0049.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0049.See file dsdata.txt to determine how the superseded data were derived.
 JA0049
 JA0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH459872(NAD 83)
 JA0049_MARKER: DD = SURVEY DISK
 JA0049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0049_SP_SET: BUILDING
 JA0049_STAMPING: 688 687.351
 JA0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0049
 JA0049  HISTORY     - Date     Condition        Report By
 JA0049  HISTORY     - UNK      MONUMENTED       CGS
 JA0049  HISTORY     - 1965     GOOD             NGS
 JA0049  HISTORY     - 1967     GOOD             NGS
 JA0049
 JA0049                          STATION DESCRIPTION
 JA0049
 JA0049'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1967
 JA0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1057 ***********************************************************************
 KA1057  DESIGNATION -  688.6
 KA1057  PID         -  KA1057
 KA1057  STATE/COUNTY-  IN/PARKE
 KA1057  USGS QUAD   -  WALLACE (1961)
 KA1057
 KA1057                         *CURRENT SURVEY CONTROL
 KA1057  ___________________________________________________________________
 KA1057* NAD 83(1986)-  39 52 30.     (N)    087 10 29.     (W)     SCALED    
 KA1057* NAVD 88     -       209.850  (meters)     688.48   (feet)  ADJUSTED  
 KA1057  ___________________________________________________________________
 KA1057  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KA1057  DYNAMIC HT  -         209.733 (meters)     688.10  (feet)  COMP
 KA1057  MODELED GRAV-     980,064.9   (mgal)                       NAVD 88
 KA1057
 KA1057  VERT ORDER  -  SECOND    CLASS 0
 KA1057
 KA1057.The horizontal coordinates were scaled from a topographic map and have
 KA1057.an estimated accuracy of +/- 6 seconds.
 KA1057
 KA1057.The orthometric height was determined by differential leveling
 KA1057.and adjusted by the National Geodetic Survey in June 1991..
 KA1057
 KA1057.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1057.See file dsdata.txt to determine how the superseded data were derived.
 KA1057
 KA1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK850138(NAD 83)
 KA1057_MARKER: Q = CHISELED SQUARE
 KA1057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1057_SP_SET: CULVERT
 KA1057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1057
 KA1057  HISTORY     - Date     Condition        Report By
 KA1057  HISTORY     - UNK      MONUMENTED       USGS
 KA1057  HISTORY     - 1946     GOOD             NGS
 KA1057
 KA1057                          STATION DESCRIPTION
 KA1057
 KA1057'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0971 ***********************************************************************
 KA0971  DESIGNATION -  689.1
 KA0971  PID         -  KA0971
 KA0971  STATE/COUNTY-  IN/PARKE
 KA0971  USGS QUAD   -  WALLACE (1961)
 KA0971
 KA0971                         *CURRENT SURVEY CONTROL
 KA0971  ___________________________________________________________________
 KA0971* NAD 83(1986)-  39 56 37.     (N)    087 14 16.     (W)     SCALED    
 KA0971* NAVD 88     -       210.006  (meters)     688.99   (feet)  ADJUSTED  
 KA0971  ___________________________________________________________________
 KA0971  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KA0971  DYNAMIC HT  -         209.892 (meters)     688.62  (feet)  COMP
 KA0971  MODELED GRAV-     980,077.3   (mgal)                       NAVD 88
 KA0971
 KA0971  VERT ORDER  -  SECOND    CLASS 0
 KA0971
 KA0971.The horizontal coordinates were scaled from a topographic map and have
 KA0971.an estimated accuracy of +/- 6 seconds.
 KA0971
 KA0971.The orthometric height was determined by differential leveling
 KA0971.and adjusted by the National Geodetic Survey in June 1991..
 KA0971
 KA0971.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0971.See file dsdata.txt to determine how the superseded data were derived.
 KA0971
 KA0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK796215(NAD 83)
 KA0971_MARKER: Q = CHISELED SQUARE
 KA0971_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0971_SP_SET: CULVERT
 KA0971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0971
 KA0971  HISTORY     - Date     Condition        Report By
 KA0971  HISTORY     - UNK      MONUMENTED       USGS
 KA0971  HISTORY     - 1946     GOOD             NGS
 KA0971
 KA0971                          STATION DESCRIPTION
 KA0971
 KA0971'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1121 ***********************************************************************
 ME1121  DESIGNATION -  69.075
 ME1121  PID         -  ME1121
 ME1121  STATE/COUNTY-  IN/NEWTON
 ME1121  USGS QUAD   -  SCHNEIDER (1992)
 ME1121
 ME1121                         *CURRENT SURVEY CONTROL
 ME1121  ___________________________________________________________________
 ME1121* NAD 83(1986)-  41 09 05.     (N)    087 26 46.     (W)     SCALED    
 ME1121* NAVD 88     -       195.336  (meters)     640.86   (feet)  ADJUSTED  
 ME1121  ___________________________________________________________________
 ME1121  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 ME1121  DYNAMIC HT  -         195.253 (meters)     640.59  (feet)  COMP
 ME1121  MODELED GRAV-     980,196.9   (mgal)                       NAVD 88
 ME1121
 ME1121  VERT ORDER  -  FIRST     CLASS II
 ME1121
 ME1121.The horizontal coordinates were scaled from a topographic map and have
 ME1121.an estimated accuracy of +/- 6 seconds.
 ME1121
 ME1121.The orthometric height was determined by differential leveling
 ME1121.and adjusted by the National Geodetic Survey in June 1991..
 ME1121.WARNING-Repeat measurements at this control monument indicate possible
 ME1121.vertical movement.
 ME1121
 ME1121.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1121.See file dsdata.txt to determine how the superseded data were derived.
 ME1121
 ME1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL625556(NAD 83)
 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             NGS
 ME1121
 ME1121                          STATION DESCRIPTION
 ME1121
 ME1121'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2118 ***********************************************************************
 JZ2118  DESIGNATION -  69.1
 JZ2118  PID         -  JZ2118
 JZ2118  STATE/COUNTY-  IN/JENNINGS
 JZ2118  USGS QUAD   -  BUTLERVILLE (1994)
 JZ2118
 JZ2118                         *CURRENT SURVEY CONTROL
 JZ2118  ___________________________________________________________________
 JZ2118* NAD 83(1986)-  39 00 58.     (N)    085 34 27.     (W)     SCALED    
 JZ2118* NAVD 88     -       231.288  (meters)     758.82   (feet)  POSTED    
 JZ2118  ___________________________________________________________________
 JZ2118  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ2118  DYNAMIC HT  -         231.140 (meters)     758.33  (feet)  COMP
 JZ2118  MODELED GRAV-     979,980.7   (mgal)                       NAVD 88
 JZ2118
 JZ2118  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JZ2118
 JZ2118.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JZ2118.rate of 0.0 thru 1.0 mm/km.
 JZ2118
 JZ2118.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2118.See file dsdata.txt to determine how the superseded data were derived.
 JZ2118
 JZ2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ234195(NAD 83)
 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             NGS
 JZ2118  HISTORY     - 1979     GOOD             DOD
 JZ2118
 JZ2118                          STATION DESCRIPTION
 JZ2118
 JZ2118'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1784 ***********************************************************************
 LA1784  DESIGNATION -  693.3
 LA1784  PID         -  LA1784
 LA1784  STATE/COUNTY-  IN/MIAMI
 LA1784  USGS QUAD   -  PEORIA (1994)
 LA1784
 LA1784                         *CURRENT SURVEY CONTROL
 LA1784  ___________________________________________________________________
 LA1784* NAD 83(1986)-  40 42 43.     (N)    085 56 31.     (W)     SCALED    
 LA1784* NAVD 88     -       211.141  (meters)     692.72   (feet)  ADJUSTED  
 LA1784  ___________________________________________________________________
 LA1784  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 LA1784  DYNAMIC HT  -         211.038 (meters)     692.38  (feet)  COMP
 LA1784  MODELED GRAV-     980,132.2   (mgal)                       NAVD 88
 LA1784
 LA1784  VERT ORDER  -  SECOND    CLASS 0
 LA1784
 LA1784.The horizontal coordinates were scaled from a topographic map and have
 LA1784.an estimated accuracy of +/- 6 seconds.
 LA1784
 LA1784.The orthometric height was determined by differential leveling
 LA1784.and adjusted by the National Geodetic Survey in June 1991..
 LA1784
 LA1784.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1784.See file dsdata.txt to determine how the superseded data were derived.
 LA1784
 LA1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL893073(NAD 83)
 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             NGS
 LA1784
 LA1784                          STATION DESCRIPTION
 LA1784
 LA1784'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0149 ***********************************************************************
 JA0149  DESIGNATION -  697.4 USGS
 JA0149  PID         -  JA0149
 JA0149  STATE/COUNTY-  IN/LAWRENCE
 JA0149  USGS QUAD   -  BARTLETTSVILLE (1994)
 JA0149
 JA0149                         *CURRENT SURVEY CONTROL
 JA0149  ___________________________________________________________________
 JA0149* NAD 83(1986)-  38 52 51.     (N)    086 29 12.     (W)     SCALED    
 JA0149* NAVD 88     -       212.485  (meters)     697.13   (feet)  ADJUSTED  
 JA0149  ___________________________________________________________________
 JA0149  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JA0149  DYNAMIC HT  -         212.352 (meters)     696.69  (feet)  COMP
 JA0149  MODELED GRAV-     980,000.9   (mgal)                       NAVD 88
 JA0149
 JA0149  VERT ORDER  -  SECOND    CLASS 0
 JA0149
 JA0149.The horizontal coordinates were scaled from a topographic map and have
 JA0149.an estimated accuracy of +/- 6 seconds.
 JA0149
 JA0149.The orthometric height was determined by differential leveling
 JA0149.and adjusted by the National Geodetic Survey in June 1991..
 JA0149
 JA0149.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0149.See file dsdata.txt to determine how the superseded data were derived.
 JA0149
 JA0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ445036(NAD 83)
 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             NGS
 JA0149
 JA0149                          STATION DESCRIPTION
 JA0149
 JA0149'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1012 ***********************************************************************
 KA1012  DESIGNATION -  7 M
 KA1012  PID         -  KA1012
 KA1012  STATE/COUNTY-  IN/MONTGOMERY
 KA1012  USGS QUAD   -  ALAMO (1980)
 KA1012
 KA1012                         *CURRENT SURVEY CONTROL
 KA1012  ___________________________________________________________________
 KA1012* NAD 83(1986)-  39 55 29.     (N)    087 01 18.     (W)     SCALED    
 KA1012* NAVD 88     -       240.744  (meters)     789.84   (feet)  ADJUSTED  
 KA1012  ___________________________________________________________________
 KA1012  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KA1012  DYNAMIC HT  -         240.611 (meters)     789.40  (feet)  COMP
 KA1012  MODELED GRAV-     980,068.4   (mgal)                       NAVD 88
 KA1012
 KA1012  VERT ORDER  -  SECOND    CLASS 0
 KA1012
 KA1012.The horizontal coordinates were scaled from a topographic map and have
 KA1012.an estimated accuracy of +/- 6 seconds.
 KA1012
 KA1012.The orthometric height was determined by differential leveling
 KA1012.and adjusted by the National Geodetic Survey in June 1991..
 KA1012
 KA1012.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1012.See file dsdata.txt to determine how the superseded data were derived.
 KA1012
 KA1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK981194(NAD 83)
 KA1012_MARKER: DD = SURVEY DISK
 KA1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1012_STAMPING: 790 7M 1946
 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             NGS
 KA1012
 KA1012                          STATION DESCRIPTION
 KA1012
 KA1012'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2250 ***********************************************************************
 JZ2250  DESIGNATION -  7 WSM
 JZ2250  PID         -  JZ2250
 JZ2250  STATE/COUNTY-  IN/SHELBY
 JZ2250  USGS QUAD   -  HOPE (1993)
 JZ2250
 JZ2250                         *CURRENT SURVEY CONTROL
 JZ2250  ___________________________________________________________________
 JZ2250* NAD 83(1986)-  39 22 20.     (N)    085 47 45.     (W)     SCALED    
 JZ2250* NAVD 88     -       218.937  (meters)     718.30   (feet)  ADJUSTED  
 JZ2250  ___________________________________________________________________
 JZ2250  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ2250  DYNAMIC HT  -         218.804 (meters)     717.86  (feet)  COMP
 JZ2250  MODELED GRAV-     980,017.5   (mgal)                       NAVD 88
 JZ2250
 JZ2250  VERT ORDER  -  SECOND    CLASS 0
 JZ2250
 JZ2250.The horizontal coordinates were scaled from a topographic map and have
 JZ2250.an estimated accuracy of +/- 6 seconds.
 JZ2250
 JZ2250.The orthometric height was determined by differential leveling
 JZ2250.and adjusted by the National Geodetic Survey in June 1991..
 JZ2250
 JZ2250.The geoid height was determined by GEOID03.
 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     -   457,830.       88,870.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2250.See file dsdata.txt to determine how the superseded data were derived.
 JZ2250
 JZ2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ037587(NAD 83)
 JZ2250_MARKER: DD = SURVEY DISK
 JZ2250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2250_STAMPING: 719 7WSM 1946
 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             NGS
 JZ2250
 JZ2250                          STATION DESCRIPTION
 JZ2250
 JZ2250'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0124 ***********************************************************************
 JA0124  DESIGNATION -  700 USGS
 JA0124  PID         -  JA0124
 JA0124  STATE/COUNTY-  IN/LAWRENCE
 JA0124  USGS QUAD   -  BEDFORD EAST (1978)
 JA0124
 JA0124                         *CURRENT SURVEY CONTROL
 JA0124  ___________________________________________________________________
 JA0124* NAD 83(1986)-  38 51 39.     (N)    086 29 09.     (W)     SCALED    
 JA0124* NAVD 88     -       212.911  (meters)     698.53   (feet)  ADJUSTED  
 JA0124  ___________________________________________________________________
 JA0124  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JA0124  DYNAMIC HT  -         212.778 (meters)     698.09  (feet)  COMP
 JA0124  MODELED GRAV-     980,000.8   (mgal)                       NAVD 88
 JA0124
 JA0124  VERT ORDER  -  FIRST     CLASS II
 JA0124
 JA0124.The horizontal coordinates were scaled from a topographic map and have
 JA0124.an estimated accuracy of +/- 6 seconds.
 JA0124
 JA0124.The orthometric height was determined by differential leveling
 JA0124.and adjusted by the National Geodetic Survey in June 1991..
 JA0124
 JA0124.The geoid height was determined by GEOID03.
 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     -   401,220.      951,860.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0124.See file dsdata.txt to determine how the superseded data were derived.
 JA0124
 JA0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ446014(NAD 83)
 JA0124_MARKER: DD = SURVEY DISK
 JA0124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0124_SP_SET: BUILDING
 JA0124_STAMPING: 700 698.847
 JA0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0124
 JA0124  HISTORY     - Date     Condition        Report By
 JA0124  HISTORY     - UNK      MONUMENTED       USGS
 JA0124  HISTORY     - 1949     GOOD             NGS
 JA0124  HISTORY     - 1967     GOOD             NGS
 JA0124
 JA0124                          STATION DESCRIPTION
 JA0124
 JA0124'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1967
 JA0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2247 ***********************************************************************
 JZ2247  DESIGNATION -  701.2
 JZ2247  PID         -  JZ2247
 JZ2247  STATE/COUNTY-  IN/SHELBY
 JZ2247  USGS QUAD   -  HOPE (1993)
 JZ2247
 JZ2247                         *CURRENT SURVEY CONTROL
 JZ2247  ___________________________________________________________________
 JZ2247* NAD 83(1986)-  39 22 12.     (N)    085 48 53.     (W)     SCALED    
 JZ2247* NAVD 88     -       213.617  (meters)     700.84   (feet)  ADJUSTED  
 JZ2247  ___________________________________________________________________
 JZ2247  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JZ2247  DYNAMIC HT  -         213.488 (meters)     700.42  (feet)  COMP
 JZ2247  MODELED GRAV-     980,017.9   (mgal)                       NAVD 88
 JZ2247
 JZ2247  VERT ORDER  -  SECOND    CLASS 0
 JZ2247
 JZ2247.The horizontal coordinates were scaled from a topographic map and have
 JZ2247.an estimated accuracy of +/- 6 seconds.
 JZ2247
 JZ2247.The orthometric height was determined by differential leveling
 JZ2247.and adjusted by the National Geodetic Survey in June 1991..
 JZ2247
 JZ2247.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2247.See file dsdata.txt to determine how the superseded data were derived.
 JZ2247
 JZ2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ021585(NAD 83)
 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             NGS
 JZ2247
 JZ2247                          STATION DESCRIPTION
 JZ2247
 JZ2247'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2249 ***********************************************************************
 JZ2249  DESIGNATION -  702.2
 JZ2249  PID         -  JZ2249
 JZ2249  STATE/COUNTY-  IN/SHELBY
 JZ2249  USGS QUAD   -  HOPE (1993)
 JZ2249
 JZ2249                         *CURRENT SURVEY CONTROL
 JZ2249  ___________________________________________________________________
 JZ2249* NAD 83(1986)-  39 22 20.     (N)    085 48 03.     (W)     SCALED    
 JZ2249* NAVD 88     -       217.425  (meters)     713.34   (feet)  ADJUSTED  
 JZ2249  ___________________________________________________________________
 JZ2249  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ2249  DYNAMIC HT  -         217.294 (meters)     712.91  (feet)  COMP
 JZ2249  MODELED GRAV-     980,017.7   (mgal)                       NAVD 88
 JZ2249
 JZ2249  VERT ORDER  -  SECOND    CLASS 0
 JZ2249
 JZ2249.The horizontal coordinates were scaled from a topographic map and have
 JZ2249.an estimated accuracy of +/- 6 seconds.
 JZ2249
 JZ2249.The orthometric height was determined by differential leveling
 JZ2249.and adjusted by the National Geodetic Survey in June 1991..
 JZ2249
 JZ2249.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2249.See file dsdata.txt to determine how the superseded data were derived.
 JZ2249
 JZ2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ032587(NAD 83)
 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             NGS
 JZ2249
 JZ2249                          STATION DESCRIPTION
 JZ2249
 JZ2249'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1470 ***********************************************************************
 JZ1470  DESIGNATION -  702.7
 JZ1470  PID         -  JZ1470
 JZ1470  STATE/COUNTY-  IN/FRANKLIN
 JZ1470  USGS QUAD   -  NEW FAIRFIELD (1994)
 JZ1470
 JZ1470                         *CURRENT SURVEY CONTROL
 JZ1470  ___________________________________________________________________
 JZ1470* NAD 83(1986)-  39 30 41.     (N)    084 59 53.     (W)     SCALED    
 JZ1470* NAVD 88     -       214.000  (meters)     702.10   (feet)  ADJUSTED  
 JZ1470  ___________________________________________________________________
 JZ1470  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JZ1470  DYNAMIC HT  -         213.873 (meters)     701.68  (feet)  COMP
 JZ1470  MODELED GRAV-     980,028.3   (mgal)                       NAVD 88
 JZ1470
 JZ1470  VERT ORDER  -  SECOND    CLASS 0
 JZ1470
 JZ1470.The horizontal coordinates were scaled from a topographic map and have
 JZ1470.an estimated accuracy of +/- 6 seconds.
 JZ1470
 JZ1470.The orthometric height was determined by differential leveling
 JZ1470.and adjusted by the National Geodetic Survey in June 1991..
 JZ1470
 JZ1470.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1470.See file dsdata.txt to determine how the superseded data were derived.
 JZ1470
 JZ1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ721754(NAD 83)
 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             NGS
 JZ1470
 JZ1470                          STATION DESCRIPTION
 JZ1470
 JZ1470'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0231 ***********************************************************************
 JA0231  DESIGNATION -  704 USGS
 JA0231  PID         -  JA0231
 JA0231  STATE/COUNTY-  IN/WASHINGTON
 JA0231  USGS QUAD   -  SALEM (1994)
 JA0231
 JA0231                         *CURRENT SURVEY CONTROL
 JA0231  ___________________________________________________________________
 JA0231* NAD 83(1986)-  38 30 09.     (N)    086 00 51.     (W)     SCALED    
 JA0231* NAVD 88     -       214.274  (meters)     703.00   (feet)  ADJUSTED  
 JA0231  ___________________________________________________________________
 JA0231  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JA0231  DYNAMIC HT  -         214.129 (meters)     702.52  (feet)  COMP
 JA0231  MODELED GRAV-     979,945.3   (mgal)                       NAVD 88
 JA0231
 JA0231  VERT ORDER  -  FIRST     CLASS II
 JA0231
 JA0231.The horizontal coordinates were scaled from a topographic map and have
 JA0231.an estimated accuracy of +/- 6 seconds.
 JA0231
 JA0231.The orthometric height was determined by differential leveling
 JA0231.and adjusted by the National Geodetic Survey in June 1991..
 JA0231
 JA0231.The geoid height was determined by GEOID03.
 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     -   361,330.       69,690.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0231.See file dsdata.txt to determine how the superseded data were derived.
 JA0231
 JA0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH859620(NAD 83)
 JA0231_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA0231_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0231_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA0231_STAMPING: 704
 JA0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0231
 JA0231  HISTORY     - Date     Condition        Report By
 JA0231  HISTORY     - UNK      MONUMENTED       USGS
 JA0231  HISTORY     - 1949     GOOD             NGS
 JA0231
 JA0231                          STATION DESCRIPTION
 JA0231
 JA0231'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0153 ***********************************************************************
 JA0153  DESIGNATION -  707 USGS
 JA0153  PID         -  JA0153
 JA0153  STATE/COUNTY-  IN/LAWRENCE
 JA0153  USGS QUAD   -  MITCHELL (1980)
 JA0153
 JA0153                         *CURRENT SURVEY CONTROL
 JA0153  ___________________________________________________________________
 JA0153* NAD 83(1986)-  38 43 02.     (N)    086 27 48.     (W)     SCALED    
 JA0153* NAVD 88     -       215.144  (meters)     705.85   (feet)  ADJUSTED  
 JA0153  ___________________________________________________________________
 JA0153  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JA0153  DYNAMIC HT  -         215.004 (meters)     705.39  (feet)  COMP
 JA0153  MODELED GRAV-     979,971.5   (mgal)                       NAVD 88
 JA0153
 JA0153  VERT ORDER  -  FIRST     CLASS II
 JA0153
 JA0153.The horizontal coordinates were scaled from a topographic map and have
 JA0153.an estimated accuracy of +/- 6 seconds.
 JA0153
 JA0153.The orthometric height was determined by differential leveling
 JA0153.and adjusted by the National Geodetic Survey in June 1991..
 JA0153.WARNING-Repeat measurements at this control monument indicate possible
 JA0153.vertical movement.
 JA0153
 JA0153.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0153.See file dsdata.txt to determine how the superseded data were derived.
 JA0153
 JA0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH466855(NAD 83)
 JA0153_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA0153_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0153_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA0153_STAMPING: 707
 JA0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0153
 JA0153  HISTORY     - Date     Condition        Report By
 JA0153  HISTORY     - UNK      MONUMENTED       USGS
 JA0153  HISTORY     - 1965     GOOD             NGS
 JA0153  HISTORY     - 1967     GOOD             NGS
 JA0153
 JA0153                          STATION DESCRIPTION
 JA0153
 JA0153'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1967
 JA0153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0168 ***********************************************************************
 JA0168  DESIGNATION -  709 USGS
 JA0168  PID         -  JA0168
 JA0168  STATE/COUNTY-  IN/ORANGE
 JA0168  USGS QUAD   -  MITCHELL (1980)
 JA0168
 JA0168                         *CURRENT SURVEY CONTROL
 JA0168  ___________________________________________________________________
 JA0168* NAD 83(1986)-  38 40 01.     (N)    086 23 17.     (W)     SCALED    
 JA0168* NAVD 88     -       215.787  (meters)     707.96   (feet)  ADJUSTED  
 JA0168  ___________________________________________________________________
 JA0168  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 JA0168  DYNAMIC HT  -         215.644 (meters)     707.49  (feet)  COMP
 JA0168  MODELED GRAV-     979,960.5   (mgal)                       NAVD 88
 JA0168
 JA0168  VERT ORDER  -  FIRST     CLASS II
 JA0168
 JA0168.The horizontal coordinates were scaled from a topographic map and have
 JA0168.an estimated accuracy of +/- 6 seconds.
 JA0168
 JA0168.The orthometric height was determined by differential leveling
 JA0168.and adjusted by the National Geodetic Survey in June 1991..
 JA0168
 JA0168.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0168.See file dsdata.txt to determine how the superseded data were derived.
 JA0168
 JA0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH532799(NAD 83)
 JA0168_MARKER: DD = SURVEY DISK
 JA0168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0168_SP_SET: CULVERT
 JA0168_STAMPING: 709
 JA0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0168
 JA0168  HISTORY     - Date     Condition        Report By
 JA0168  HISTORY     - UNK      MONUMENTED       USGS
 JA0168  HISTORY     - 1949     GOOD             NGS
 JA0168
 JA0168                          STATION DESCRIPTION
 JA0168
 JA0168'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0992 ***********************************************************************
 KA0992  DESIGNATION -  709.9
 KA0992  PID         -  KA0992
 KA0992  STATE/COUNTY-  IN/FOUNTAIN
 KA0992  USGS QUAD   -  KINGMAN (1978)
 KA0992
 KA0992                         *CURRENT SURVEY CONTROL
 KA0992  ___________________________________________________________________
 KA0992* NAD 83(1986)-  39 58 03.     (N)    087 15 40.     (W)     SCALED    
 KA0992* NAVD 88     -       216.361  (meters)     709.84   (feet)  ADJUSTED  
 KA0992  ___________________________________________________________________
 KA0992  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KA0992  DYNAMIC HT  -         216.245 (meters)     709.46  (feet)  COMP
 KA0992  MODELED GRAV-     980,082.0   (mgal)                       NAVD 88
 KA0992
 KA0992  VERT ORDER  -  SECOND    CLASS 0
 KA0992
 KA0992.The horizontal coordinates were scaled from a topographic map and have
 KA0992.an estimated accuracy of +/- 6 seconds.
 KA0992
 KA0992.The orthometric height was determined by differential leveling
 KA0992.and adjusted by the National Geodetic Survey in June 1991..
 KA0992
 KA0992.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0992.See file dsdata.txt to determine how the superseded data were derived.
 KA0992
 KA0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK777241(NAD 83)
 KA0992_MARKER: Q = CHISELED SQUARE
 KA0992_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0992_SP_SET: CULVERT
 KA0992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0992
 KA0992  HISTORY     - Date     Condition        Report By
 KA0992  HISTORY     - UNK      MONUMENTED       USGS
 KA0992  HISTORY     - 1946     GOOD             NGS
 KA0992
 KA0992                          STATION DESCRIPTION
 KA0992
 KA0992'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0169 ***********************************************************************
 JA0169  DESIGNATION -  71 M USGS
 JA0169  PID         -  JA0169
 JA0169  STATE/COUNTY-  IN/ORANGE
 JA0169  USGS QUAD   -  CAMPBELLSBURG (1970)
 JA0169
 JA0169                         *CURRENT SURVEY CONTROL
 JA0169  ___________________________________________________________________
 JA0169* NAD 83(1986)-  38 40 14.     (N)    086 22 10.     (W)     SCALED    
 JA0169* NAVD 88     -       220.874  (meters)     724.65   (feet)  ADJUSTED  
 JA0169  ___________________________________________________________________
 JA0169  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JA0169  DYNAMIC HT  -         220.728 (meters)     724.17  (feet)  COMP
 JA0169  MODELED GRAV-     979,961.2   (mgal)                       NAVD 88
 JA0169
 JA0169  VERT ORDER  -  FIRST     CLASS II
 JA0169
 JA0169.The horizontal coordinates were scaled from a topographic map and have
 JA0169.an estimated accuracy of +/- 6 seconds.
 JA0169
 JA0169.The orthometric height was determined by differential leveling
 JA0169.and adjusted by the National Geodetic Survey in June 1991..
 JA0169
 JA0169.The geoid height was determined by GEOID03.
 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     -   380,170.      962,130.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0169.See file dsdata.txt to determine how the superseded data were derived.
 JA0169
 JA0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH548804(NAD 83)
 JA0169_MARKER: DD = SURVEY DISK
 JA0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0169_STAMPING: 71 M 725 1946
 JA0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0169+STABILITY: SURFACE MOTION
 JA0169
 JA0169  HISTORY     - Date     Condition        Report By
 JA0169  HISTORY     - 1946     MONUMENTED       USGS
 JA0169  HISTORY     - 1949     GOOD             NGS
 JA0169  HISTORY     - 1967     GOOD             NGS
 JA0169
 JA0169                          STATION DESCRIPTION
 JA0169
 JA0169'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1967
 JA0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0137 ***********************************************************************
 JA0137  DESIGNATION -  713 USGS
 JA0137  PID         -  JA0137
 JA0137  STATE/COUNTY-  IN/LAWRENCE
 JA0137  USGS QUAD   -  BEDFORD EAST (1978)
 JA0137
 JA0137                         *CURRENT SURVEY CONTROL
 JA0137  ___________________________________________________________________
 JA0137* NAD 83(1986)-  38 51 48.     (N)    086 29 06.     (W)     SCALED    
 JA0137* NAVD 88     -       217.078  (meters)     712.20   (feet)  ADJUSTED  
 JA0137  ___________________________________________________________________
 JA0137  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JA0137  DYNAMIC HT  -         216.943 (meters)     711.75  (feet)  COMP
 JA0137  MODELED GRAV-     980,001.0   (mgal)                       NAVD 88
 JA0137
 JA0137  VERT ORDER  -  FIRST     CLASS II
 JA0137
 JA0137.The horizontal coordinates were scaled from a topographic map and have
 JA0137.an estimated accuracy of +/- 6 seconds.
 JA0137
 JA0137.The orthometric height was determined by differential leveling
 JA0137.and adjusted by the National Geodetic Survey in June 1991..
 JA0137
 JA0137.The geoid height was determined by GEOID03.
 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     -   401,500.      951,930.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0137.See file dsdata.txt to determine how the superseded data were derived.
 JA0137
 JA0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ446017(NAD 83)
 JA0137_MARKER: DD = SURVEY DISK
 JA0137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0137_SP_SET: BUILDING
 JA0137_STAMPING: 713 712.518
 JA0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0137
 JA0137  HISTORY     - Date     Condition        Report By
 JA0137  HISTORY     - UNK      MONUMENTED       USGS
 JA0137  HISTORY     - 1949     GOOD             NGS
 JA0137  HISTORY     - 1967     GOOD             NGS
 JA0137
 JA0137                          STATION DESCRIPTION
 JA0137
 JA0137'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1967
 JA0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0973 ***********************************************************************
 KA0973  DESIGNATION -  713.7
 KA0973  PID         -  KA0973
 KA0973  STATE/COUNTY-  IN/FOUNTAIN
 KA0973  USGS QUAD   -  WALLACE (1961)
 KA0973
 KA0973                         *CURRENT SURVEY CONTROL
 KA0973  ___________________________________________________________________
 KA0973* NAD 83(1986)-  39 58 03.     (N)    087 14 34.     (W)     SCALED    
 KA0973* NAVD 88     -       217.530  (meters)     713.68   (feet)  ADJUSTED  
 KA0973  ___________________________________________________________________
 KA0973  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KA0973  DYNAMIC HT  -         217.413 (meters)     713.30  (feet)  COMP
 KA0973  MODELED GRAV-     980,081.0   (mgal)                       NAVD 88
 KA0973
 KA0973  VERT ORDER  -  SECOND    CLASS 0
 KA0973
 KA0973.The horizontal coordinates were scaled from a topographic map and have
 KA0973.an estimated accuracy of +/- 6 seconds.
 KA0973
 KA0973.The orthometric height was determined by differential leveling
 KA0973.and adjusted by the National Geodetic Survey in June 1991..
 KA0973
 KA0973.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0973.See file dsdata.txt to determine how the superseded data were derived.
 KA0973
 KA0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK792241(NAD 83)
 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             NGS
 KA0973
 KA0973                          STATION DESCRIPTION
 KA0973
 KA0973'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0978 ***********************************************************************
 KA0978  DESIGNATION -  715.7
 KA0978  PID         -  KA0978
 KA0978  STATE/COUNTY-  IN/FOUNTAIN
 KA0978  USGS QUAD   -  WALLACE (1961)
 KA0978
 KA0978                         *CURRENT SURVEY CONTROL
 KA0978  ___________________________________________________________________
 KA0978* NAD 83(1986)-  39 59 47.     (N)    087 14 35.     (W)     SCALED    
 KA0978* NAVD 88     -       218.159  (meters)     715.74   (feet)  ADJUSTED  
 KA0978  ___________________________________________________________________
 KA0978  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KA0978  DYNAMIC HT  -         218.042 (meters)     715.36  (feet)  COMP
 KA0978  MODELED GRAV-     980,085.3   (mgal)                       NAVD 88
 KA0978
 KA0978  VERT ORDER  -  SECOND    CLASS 0
 KA0978
 KA0978.The horizontal coordinates were scaled from a topographic map and have
 KA0978.an estimated accuracy of +/- 6 seconds.
 KA0978
 KA0978.The orthometric height was determined by differential leveling
 KA0978.and adjusted by the National Geodetic Survey in June 1991..
 KA0978
 KA0978.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0978.See file dsdata.txt to determine how the superseded data were derived.
 KA0978
 KA0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK792273(NAD 83)
 KA0978_MARKER: Q = CHISELED SQUARE
 KA0978_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0978_SP_SET: CULVERT
 KA0978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0978
 KA0978  HISTORY     - Date     Condition        Report By
 KA0978  HISTORY     - UNK      MONUMENTED       USGS
 KA0978  HISTORY     - 1946     GOOD             NGS
 KA0978
 KA0978                          STATION DESCRIPTION
 KA0978
 KA0978'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0976 ***********************************************************************
 KA0976  DESIGNATION -  718.8
 KA0976  PID         -  KA0976
 KA0976  STATE/COUNTY-  IN/FOUNTAIN
 KA0976  USGS QUAD   -  WALLACE (1961)
 KA0976
 KA0976                         *CURRENT SURVEY CONTROL
 KA0976  ___________________________________________________________________
 KA0976* NAD 83(1986)-  39 58 55.     (N)    087 14 33.     (W)     SCALED    
 KA0976* NAVD 88     -       219.072  (meters)     718.74   (feet)  ADJUSTED  
 KA0976  ___________________________________________________________________
 KA0976  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KA0976  DYNAMIC HT  -         218.954 (meters)     718.35  (feet)  COMP
 KA0976  MODELED GRAV-     980,083.1   (mgal)                       NAVD 88
 KA0976
 KA0976  VERT ORDER  -  SECOND    CLASS 0
 KA0976
 KA0976.The horizontal coordinates were scaled from a topographic map and have
 KA0976.an estimated accuracy of +/- 6 seconds.
 KA0976
 KA0976.The orthometric height was determined by differential leveling
 KA0976.and adjusted by the National Geodetic Survey in June 1991..
 KA0976
 KA0976.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0976.See file dsdata.txt to determine how the superseded data were derived.
 KA0976
 KA0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK792257(NAD 83)
 KA0976_MARKER: Q = CHISELED SQUARE
 KA0976_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0976_SP_SET: CULVERT
 KA0976_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0976
 KA0976  HISTORY     - Date     Condition        Report By
 KA0976  HISTORY     - UNK      MONUMENTED       USGS
 KA0976  HISTORY     - 1946     GOOD             NGS
 KA0976
 KA0976                          STATION DESCRIPTION
 KA0976
 KA0976'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1055 ***********************************************************************
 KA1055  DESIGNATION -  719.895
 KA1055  PID         -  KA1055
 KA1055  STATE/COUNTY-  IN/PARKE
 KA1055  USGS QUAD   -  ROCKVILLE (1978)
 KA1055
 KA1055                         *CURRENT SURVEY CONTROL
 KA1055  ___________________________________________________________________
 KA1055* NAD 83(1986)-  39 52 29.     (N)    087 09 28.     (W)     SCALED    
 KA1055* NAVD 88     -       219.369  (meters)     719.71   (feet)  ADJUSTED  
 KA1055  ___________________________________________________________________
 KA1055  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KA1055  DYNAMIC HT  -         219.247 (meters)     719.31  (feet)  COMP
 KA1055  MODELED GRAV-     980,064.4   (mgal)                       NAVD 88
 KA1055
 KA1055  VERT ORDER  -  SECOND    CLASS 0
 KA1055
 KA1055.The horizontal coordinates were scaled from a topographic map and have
 KA1055.an estimated accuracy of +/- 6 seconds.
 KA1055
 KA1055.The orthometric height was determined by differential leveling
 KA1055.and adjusted by the National Geodetic Survey in June 1991..
 KA1055
 KA1055.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1055.See file dsdata.txt to determine how the superseded data were derived.
 KA1055
 KA1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK865138(NAD 83)
 KA1055_MARKER: Q = CHISELED SQUARE
 KA1055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1055_SP_SET: CULVERT
 KA1055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1055
 KA1055  HISTORY     - Date     Condition        Report By
 KA1055  HISTORY     - UNK      MONUMENTED       USGS
 KA1055  HISTORY     - 1946     GOOD             NGS
 KA1055
 KA1055                          STATION DESCRIPTION
 KA1055
 KA1055'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1000 ***********************************************************************
 KA1000  DESIGNATION -  719.9 USGS
 KA1000  PID         -  KA1000
 KA1000  STATE/COUNTY-  IN/FOUNTAIN
 KA1000  USGS QUAD   -  ALAMO (1980)
 KA1000
 KA1000                         *CURRENT SURVEY CONTROL
 KA1000  ___________________________________________________________________
 KA1000* NAD 83(1986)-  39 58 03.     (N)    087 07 27.     (W)     SCALED    
 KA1000* NAVD 88     -       219.316  (meters)     719.54   (feet)  ADJUSTED  
 KA1000  ___________________________________________________________________
 KA1000  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KA1000  DYNAMIC HT  -         219.197 (meters)     719.15  (feet)  COMP
 KA1000  MODELED GRAV-     980,076.4   (mgal)                       NAVD 88
 KA1000
 KA1000  VERT ORDER  -  SECOND    CLASS 0
 KA1000
 KA1000.The horizontal coordinates were scaled from a topographic map and have
 KA1000.an estimated accuracy of +/- 6 seconds.
 KA1000
 KA1000.The orthometric height was determined by differential leveling
 KA1000.and adjusted by the National Geodetic Survey in June 1991..
 KA1000
 KA1000.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1000.See file dsdata.txt to determine how the superseded data were derived.
 KA1000
 KA1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK893241(NAD 83)
 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             NGS
 KA1000
 KA1000                          STATION DESCRIPTION
 KA1000
 KA1000'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1778 ***********************************************************************
 LA1778  DESIGNATION -  722.1
 LA1778  PID         -  LA1778
 LA1778  STATE/COUNTY-  IN/MIAMI
 LA1778  USGS QUAD   -  PEORIA (1994)
 LA1778
 LA1778                         *CURRENT SURVEY CONTROL
 LA1778  ___________________________________________________________________
 LA1778* NAD 83(1986)-  40 43 23.     (N)    085 58 44.     (W)     SCALED    
 LA1778* NAVD 88     -       219.957  (meters)     721.64   (feet)  ADJUSTED  
 LA1778  ___________________________________________________________________
 LA1778  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 LA1778  DYNAMIC HT  -         219.850 (meters)     721.29  (feet)  COMP
 LA1778  MODELED GRAV-     980,134.6   (mgal)                       NAVD 88
 LA1778
 LA1778  VERT ORDER  -  SECOND    CLASS 0
 LA1778
 LA1778.The horizontal coordinates were scaled from a topographic map and have
 LA1778.an estimated accuracy of +/- 6 seconds.
 LA1778
 LA1778.The orthometric height was determined by differential leveling
 LA1778.and adjusted by the National Geodetic Survey in June 1991..
 LA1778
 LA1778.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1778.See file dsdata.txt to determine how the superseded data were derived.
 LA1778
 LA1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL862085(NAD 83)
 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             NGS
 LA1778
 LA1778                          STATION DESCRIPTION
 LA1778
 LA1778'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2253 ***********************************************************************
 JZ2253  DESIGNATION -  723.4
 JZ2253  PID         -  JZ2253
 JZ2253  STATE/COUNTY-  IN/SHELBY
 JZ2253  USGS QUAD   -  HOPE (1993)
 JZ2253
 JZ2253                         *CURRENT SURVEY CONTROL
 JZ2253  ___________________________________________________________________
 JZ2253* NAD 83(1986)-  39 21 53.     (N)    085 46 13.     (W)     SCALED    
 JZ2253* NAVD 88     -       220.341  (meters)     722.90   (feet)  ADJUSTED  
 JZ2253  ___________________________________________________________________
 JZ2253  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ2253  DYNAMIC HT  -         220.207 (meters)     722.46  (feet)  COMP
 JZ2253  MODELED GRAV-     980,015.4   (mgal)                       NAVD 88
 JZ2253
 JZ2253  VERT ORDER  -  SECOND    CLASS 0
 JZ2253
 JZ2253.The horizontal coordinates were scaled from a topographic map and have
 JZ2253.an estimated accuracy of +/- 6 seconds.
 JZ2253
 JZ2253.The orthometric height was determined by differential leveling
 JZ2253.and adjusted by the National Geodetic Survey in June 1991..
 JZ2253
 JZ2253.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2253.See file dsdata.txt to determine how the superseded data were derived.
 JZ2253
 JZ2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ059579(NAD 83)
 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             NGS
 JZ2253
 JZ2253                          STATION DESCRIPTION
 JZ2253
 JZ2253'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1045 ***********************************************************************
 KA1045  DESIGNATION -  725.5
 KA1045  PID         -  KA1045
 KA1045  STATE/COUNTY-  IN/MONTGOMERY
 KA1045  USGS QUAD   -  ALAMO (1980)
 KA1045
 KA1045                         *CURRENT SURVEY CONTROL
 KA1045  ___________________________________________________________________
 KA1045* NAD 83(1986)-  39 52 53.     (N)    087 04 21.     (W)     SCALED    
 KA1045* NAVD 88     -       221.077  (meters)     725.32   (feet)  ADJUSTED  
 KA1045  ___________________________________________________________________
 KA1045  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KA1045  DYNAMIC HT  -         220.954 (meters)     724.91  (feet)  COMP
 KA1045  MODELED GRAV-     980,063.3   (mgal)                       NAVD 88
 KA1045
 KA1045  VERT ORDER  -  SECOND    CLASS 0
 KA1045
 KA1045.The horizontal coordinates were scaled from a topographic map and have
 KA1045.an estimated accuracy of +/- 6 seconds.
 KA1045
 KA1045.The orthometric height was determined by differential leveling
 KA1045.and adjusted by the National Geodetic Survey in June 1991..
 KA1045
 KA1045.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1045.See file dsdata.txt to determine how the superseded data were derived.
 KA1045
 KA1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK938145(NAD 83)
 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             NGS
 KA1045
 KA1045                          STATION DESCRIPTION
 KA1045
 KA1045'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0213 ***********************************************************************
 JA0213  DESIGNATION -  728 A USGS
 JA0213  PID         -  JA0213
 JA0213  STATE/COUNTY-  IN/WASHINGTON
 JA0213  USGS QUAD   -  SALEM (1994)
 JA0213
 JA0213                         *CURRENT SURVEY CONTROL
 JA0213  ___________________________________________________________________
 JA0213* NAD 83(1986)-  38 36 31.     (N)    086 05 26.     (W)     SCALED    
 JA0213* NAVD 88     -       221.651  (meters)     727.20   (feet)  ADJUSTED  
 JA0213  ___________________________________________________________________
 JA0213  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JA0213  DYNAMIC HT  -         221.503 (meters)     726.71  (feet)  COMP
 JA0213  MODELED GRAV-     979,956.3   (mgal)                       NAVD 88
 JA0213
 JA0213  VERT ORDER  -  FIRST     CLASS II
 JA0213
 JA0213.The horizontal coordinates were scaled from a topographic map and have
 JA0213.an estimated accuracy of +/- 6 seconds.
 JA0213
 JA0213.The orthometric height was determined by differential leveling
 JA0213.and adjusted by the National Geodetic Survey in June 1991..
 JA0213
 JA0213.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0213.See file dsdata.txt to determine how the superseded data were derived.
 JA0213
 JA0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH791737(NAD 83)
 JA0213_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA0213_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0213_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA0213_STAMPING: 728
 JA0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0213
 JA0213  HISTORY     - Date     Condition        Report By
 JA0213  HISTORY     - UNK      MONUMENTED       USGS
 JA0213  HISTORY     - 1949     GOOD             NGS
 JA0213
 JA0213                          STATION DESCRIPTION
 JA0213
 JA0213'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1042 ***********************************************************************
 KA1042  DESIGNATION -  733.1
 KA1042  PID         -  KA1042
 KA1042  STATE/COUNTY-  IN/MONTGOMERY
 KA1042  USGS QUAD   -  ALAMO (1980)
 KA1042
 KA1042                         *CURRENT SURVEY CONTROL
 KA1042  ___________________________________________________________________
 KA1042* NAD 83(1986)-  39 52 54.     (N)    087 02 51.     (W)     SCALED    
 KA1042* NAVD 88     -       223.413  (meters)     732.98   (feet)  ADJUSTED  
 KA1042  ___________________________________________________________________
 KA1042  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KA1042  DYNAMIC HT  -         223.288 (meters)     732.57  (feet)  COMP
 KA1042  MODELED GRAV-     980,063.0   (mgal)                       NAVD 88
 KA1042
 KA1042  VERT ORDER  -  SECOND    CLASS 0
 KA1042
 KA1042.The horizontal coordinates were scaled from a topographic map and have
 KA1042.an estimated accuracy of +/- 6 seconds.
 KA1042
 KA1042.The orthometric height was determined by differential leveling
 KA1042.and adjusted by the National Geodetic Survey in June 1991..
 KA1042
 KA1042.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1042.See file dsdata.txt to determine how the superseded data were derived.
 KA1042
 KA1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK959146(NAD 83)
 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             NGS
 KA1042
 KA1042                          STATION DESCRIPTION
 KA1042
 KA1042'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1841 ***********************************************************************
 LA1841  DESIGNATION -  734.6
 LA1841  PID         -  LA1841
 LA1841  STATE/COUNTY-  IN/WABASH
 LA1841  USGS QUAD   -  SOMERSET (1994)
 LA1841
 LA1841                         *CURRENT SURVEY CONTROL
 LA1841  ___________________________________________________________________
 LA1841* NAD 83(1986)-  40 40 37.     (N)    085 49 36.     (W)     SCALED    
 LA1841* NAVD 88     -       223.770  (meters)     734.15   (feet)  ADJUSTED  
 LA1841  ___________________________________________________________________
 LA1841  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 LA1841  DYNAMIC HT  -         223.660 (meters)     733.79  (feet)  COMP
 LA1841  MODELED GRAV-     980,125.3   (mgal)                       NAVD 88
 LA1841
 LA1841  VERT ORDER  -  SECOND    CLASS 0
 LA1841
 LA1841.The horizontal coordinates were scaled from a topographic map and have
 LA1841.an estimated accuracy of +/- 6 seconds.
 LA1841
 LA1841.The orthometric height was determined by differential leveling
 LA1841.and adjusted by the National Geodetic Survey in June 1991..
 LA1841
 LA1841.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1841.See file dsdata.txt to determine how the superseded data were derived.
 LA1841
 LA1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL991035(NAD 83)
 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             NGS
 LA1841
 LA1841                          STATION DESCRIPTION
 LA1841
 LA1841'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0170 ***********************************************************************
 JA0170  DESIGNATION -  735 USGS
 JA0170  PID         -  JA0170
 JA0170  STATE/COUNTY-  IN/ORANGE
 JA0170  USGS QUAD   -  CAMPBELLSBURG (1970)
 JA0170
 JA0170                         *CURRENT SURVEY CONTROL
 JA0170  ___________________________________________________________________
 JA0170* NAD 83(1986)-  38 40 17.     (N)    086 21 32.     (W)     SCALED    
 JA0170* NAVD 88     -       223.643  (meters)     733.74   (feet)  ADJUSTED  
 JA0170  ___________________________________________________________________
 JA0170  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 JA0170  DYNAMIC HT  -         223.495 (meters)     733.25  (feet)  COMP
 JA0170  MODELED GRAV-     979,961.3   (mgal)                       NAVD 88
 JA0170
 JA0170  VERT ORDER  -  FIRST     CLASS II
 JA0170
 JA0170.The horizontal coordinates were scaled from a topographic map and have
 JA0170.an estimated accuracy of +/- 6 seconds.
 JA0170
 JA0170.The orthometric height was determined by differential leveling
 JA0170.and adjusted by the National Geodetic Survey in June 1991..
 JA0170
 JA0170.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0170.See file dsdata.txt to determine how the superseded data were derived.
 JA0170
 JA0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH557805(NAD 83)
 JA0170_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA0170_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0170_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA0170_STAMPING: 735
 JA0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0170
 JA0170  HISTORY     - Date     Condition        Report By
 JA0170  HISTORY     - UNK      MONUMENTED       USGS
 JA0170  HISTORY     - 1949     GOOD             NGS
 JA0170  HISTORY     - 1967     GOOD             NGS
 JA0170
 JA0170                          STATION DESCRIPTION
 JA0170
 JA0170'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1967
 JA0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1803 ***********************************************************************
 LA1803  DESIGNATION -  735.1
 LA1803  PID         -  LA1803
 LA1803  STATE/COUNTY-  IN/WABASH
 LA1803  USGS QUAD   -  SOMERSET (1994)
 LA1803
 LA1803                         *CURRENT SURVEY CONTROL
 LA1803  ___________________________________________________________________
 LA1803* NAD 83(1986)-  40 39 58.     (N)    085 50 25.     (W)     SCALED    
 LA1803* NAVD 88     -       223.863  (meters)     734.46   (feet)  ADJUSTED  
 LA1803  ___________________________________________________________________
 LA1803  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LA1803  DYNAMIC HT  -         223.752 (meters)     734.09  (feet)  COMP
 LA1803  MODELED GRAV-     980,123.8   (mgal)                       NAVD 88
 LA1803
 LA1803  VERT ORDER  -  SECOND    CLASS 0
 LA1803
 LA1803.The horizontal coordinates were scaled from a topographic map and have
 LA1803.an estimated accuracy of +/- 6 seconds.
 LA1803
 LA1803.The orthometric height was determined by differential leveling
 LA1803.and adjusted by the National Geodetic Survey in June 1991..
 LA1803
 LA1803.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1803.See file dsdata.txt to determine how the superseded data were derived.
 LA1803
 LA1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL980023(NAD 83)
 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             NGS
 LA1803  HISTORY     - 1962     GOOD             NGS
 LA1803
 LA1803                          STATION DESCRIPTION
 LA1803
 LA1803'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1962
 LA1803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1097 ***********************************************************************
 KA1097  DESIGNATION -  73.64
 KA1097  PID         -  KA1097
 KA1097  STATE/COUNTY-  IN/VIGO
 KA1097  USGS QUAD   -  TERRE HAUTE (1993)
 KA1097
 KA1097                         *CURRENT SURVEY CONTROL
 KA1097  ___________________________________________________________________
 KA1097* NAD 83(1986)-  39 28 22.     (N)    087 25 06.     (W)     SCALED    
 KA1097* NAVD 88     -       150.796  (meters)     494.74   (feet)  ADJUSTED  
 KA1097  ___________________________________________________________________
 KA1097  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KA1097  DYNAMIC HT  -         150.710 (meters)     494.45  (feet)  COMP
 KA1097  MODELED GRAV-     980,058.4   (mgal)                       NAVD 88
 KA1097
 KA1097  VERT ORDER  -  FIRST     CLASS II
 KA1097
 KA1097.The horizontal coordinates were scaled from a topographic map and have
 KA1097.an estimated accuracy of +/- 6 seconds.
 KA1097
 KA1097.The orthometric height was determined by differential leveling
 KA1097.and adjusted by the National Geodetic Survey in June 1991..
 KA1097
 KA1097.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1097.See file dsdata.txt to determine how the superseded data were derived.
 KA1097
 KA1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ640693(NAD 83)
 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             NGS
 KA1097  HISTORY     - 1956     GOOD             NGS
 KA1097
 KA1097                          STATION DESCRIPTION
 KA1097
 KA1097'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1956
 KA1097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1799 ***********************************************************************
 LA1799  DESIGNATION -  736.6
 LA1799  PID         -  LA1799
 LA1799  STATE/COUNTY-  IN/WABASH
 LA1799  USGS QUAD   -  SOMERSET (1994)
 LA1799
 LA1799                         *CURRENT SURVEY CONTROL
 LA1799  ___________________________________________________________________
 LA1799* NAD 83(1986)-  40 39 40.     (N)    085 51 26.     (W)     SCALED    
 LA1799* NAVD 88     -       224.331  (meters)     735.99   (feet)  ADJUSTED  
 LA1799  ___________________________________________________________________
 LA1799  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LA1799  DYNAMIC HT  -         224.219 (meters)     735.63  (feet)  COMP
 LA1799  MODELED GRAV-     980,123.3   (mgal)                       NAVD 88
 LA1799
 LA1799  VERT ORDER  -  SECOND    CLASS 0
 LA1799
 LA1799.The horizontal coordinates were scaled from a topographic map and have
 LA1799.an estimated accuracy of +/- 6 seconds.
 LA1799
 LA1799.The orthometric height was determined by differential leveling
 LA1799.and adjusted by the National Geodetic Survey in June 1991..
 LA1799
 LA1799.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1799.See file dsdata.txt to determine how the superseded data were derived.
 LA1799
 LA1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL966017(NAD 83)
 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             NGS
 LA1799
 LA1799                          STATION DESCRIPTION
 LA1799
 LA1799'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1801 ***********************************************************************
 LA1801  DESIGNATION -  737.8
 LA1801  PID         -  LA1801
 LA1801  STATE/COUNTY-  IN/WABASH
 LA1801  USGS QUAD   -  SOMERSET (1994)
 LA1801
 LA1801                         *CURRENT SURVEY CONTROL
 LA1801  ___________________________________________________________________
 LA1801* NAD 83(1986)-  40 39 51.     (N)    085 51 00.     (W)     SCALED    
 LA1801* NAVD 88     -       224.709  (meters)     737.23   (feet)  ADJUSTED  
 LA1801  ___________________________________________________________________
 LA1801  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LA1801  DYNAMIC HT  -         224.598 (meters)     736.87  (feet)  COMP
 LA1801  MODELED GRAV-     980,123.7   (mgal)                       NAVD 88
 LA1801
 LA1801  VERT ORDER  -  SECOND    CLASS 0
 LA1801
 LA1801.The horizontal coordinates were scaled from a topographic map and have
 LA1801.an estimated accuracy of +/- 6 seconds.
 LA1801
 LA1801.The orthometric height was determined by differential leveling
 LA1801.and adjusted by the National Geodetic Survey in June 1991..
 LA1801
 LA1801.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1801.See file dsdata.txt to determine how the superseded data were derived.
 LA1801
 LA1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL972021(NAD 83)
 LA1801_MARKER: Z = SEE DESCRIPTION
 LA1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1801_SP_SET: STONE STILE
 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             NGS
 LA1801
 LA1801                          STATION DESCRIPTION
 LA1801
 LA1801'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1793 ***********************************************************************
 JZ1793  DESIGNATION -  741.2
 JZ1793  PID         -  JZ1793
 JZ1793  STATE/COUNTY-  IN/UNION
 JZ1793  USGS QUAD   -  EVERTON (1993)
 JZ1793
 JZ1793                         *CURRENT SURVEY CONTROL
 JZ1793  ___________________________________________________________________
 JZ1793* NAD 83(1986)-  39 32 11.     (N)    085 00 13.     (W)     SCALED    
 JZ1793* NAVD 88     -       225.729  (meters)     740.58   (feet)  ADJUSTED  
 JZ1793  ___________________________________________________________________
 JZ1793  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JZ1793  DYNAMIC HT  -         225.595 (meters)     740.14  (feet)  COMP
 JZ1793  MODELED GRAV-     980,028.0   (mgal)                       NAVD 88
 JZ1793
 JZ1793  VERT ORDER  -  SECOND    CLASS 0
 JZ1793
 JZ1793.The horizontal coordinates were scaled from a topographic map and have
 JZ1793.an estimated accuracy of +/- 6 seconds.
 JZ1793
 JZ1793.The orthometric height was determined by differential leveling
 JZ1793.and adjusted by the National Geodetic Survey in June 1991..
 JZ1793
 JZ1793.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1793.See file dsdata.txt to determine how the superseded data were derived.
 JZ1793
 JZ1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ715782(NAD 83)
 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             NGS
 JZ1793
 JZ1793                          STATION DESCRIPTION
 JZ1793
 JZ1793'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1136 ***********************************************************************
 ME1136  DESIGNATION -  74.177
 ME1136  PID         -  ME1136
 ME1136  STATE/COUNTY-  IN/LAKE
 ME1136  USGS QUAD   -  SCHNEIDER (1992)
 ME1136
 ME1136                         *CURRENT SURVEY CONTROL
 ME1136  ___________________________________________________________________
 ME1136* NAD 83(1986)-  41 13 44.     (N)    087 26 54.     (W)     SCALED    
 ME1136* NAVD 88     -       196.949  (meters)     646.16   (feet)  ADJUSTED  
 ME1136  ___________________________________________________________________
 ME1136  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 ME1136  DYNAMIC HT  -         196.867 (meters)     645.89  (feet)  COMP
 ME1136  MODELED GRAV-     980,201.7   (mgal)                       NAVD 88
 ME1136
 ME1136  VERT ORDER  -  FIRST     CLASS II
 ME1136
 ME1136.The horizontal coordinates were scaled from a topographic map and have
 ME1136.an estimated accuracy of +/- 6 seconds.
 ME1136
 ME1136.The orthometric height was determined by differential leveling
 ME1136.and adjusted by the National Geodetic Survey in June 1991..
 ME1136.WARNING-Repeat measurements at this control monument indicate possible
 ME1136.vertical movement.
 ME1136
 ME1136.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1136.See file dsdata.txt to determine how the superseded data were derived.
 ME1136
 ME1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL624642(NAD 83)
 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             NGS
 ME1136
 ME1136                          STATION DESCRIPTION
 ME1136
 ME1136'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2252 ***********************************************************************
 JZ2252  DESIGNATION -  742.1
 JZ2252  PID         -  JZ2252
 JZ2252  STATE/COUNTY-  IN/SHELBY
 JZ2252  USGS QUAD   -  HOPE (1993)
 JZ2252
 JZ2252                         *CURRENT SURVEY CONTROL
 JZ2252  ___________________________________________________________________
 JZ2252* NAD 83(1986)-  39 22 04.     (N)    085 46 56.     (W)     SCALED    
 JZ2252* NAVD 88     -       226.039  (meters)     741.60   (feet)  ADJUSTED  
 JZ2252  ___________________________________________________________________
 JZ2252  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ2252  DYNAMIC HT  -         225.902 (meters)     741.15  (feet)  COMP
 JZ2252  MODELED GRAV-     980,016.3   (mgal)                       NAVD 88
 JZ2252
 JZ2252  VERT ORDER  -  SECOND    CLASS 0
 JZ2252
 JZ2252.The horizontal coordinates were scaled from a topographic map and have
 JZ2252.an estimated accuracy of +/- 6 seconds.
 JZ2252
 JZ2252.The orthometric height was determined by differential leveling
 JZ2252.and adjusted by the National Geodetic Survey in June 1991..
 JZ2252
 JZ2252.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2252.See file dsdata.txt to determine how the superseded data were derived.
 JZ2252
 JZ2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ049582(NAD 83)
 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             NGS
 JZ2252
 JZ2252                          STATION DESCRIPTION
 JZ2252
 JZ2252'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1779 ***********************************************************************
 LA1779  DESIGNATION -  742.9
 LA1779  PID         -  LA1779
 LA1779  STATE/COUNTY-  IN/MIAMI
 LA1779  USGS QUAD   -  PEORIA (1994)
 LA1779
 LA1779                         *CURRENT SURVEY CONTROL
 LA1779  ___________________________________________________________________
 LA1779* NAD 83(1986)-  40 43 11.     (N)    085 58 10.     (W)     SCALED    
 LA1779* NAVD 88     -       226.270  (meters)     742.35   (feet)  ADJUSTED  
 LA1779  ___________________________________________________________________
 LA1779  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 LA1779  DYNAMIC HT  -         226.160 (meters)     741.99  (feet)  COMP
 LA1779  MODELED GRAV-     980,133.9   (mgal)                       NAVD 88
 LA1779
 LA1779  VERT ORDER  -  SECOND    CLASS 0
 LA1779
 LA1779.The horizontal coordinates were scaled from a topographic map and have
 LA1779.an estimated accuracy of +/- 6 seconds.
 LA1779
 LA1779.The orthometric height was determined by differential leveling
 LA1779.and adjusted by the National Geodetic Survey in June 1991..
 LA1779
 LA1779.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1779.See file dsdata.txt to determine how the superseded data were derived.
 LA1779
 LA1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL870081(NAD 83)
 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             NGS
 LA1779
 LA1779                          STATION DESCRIPTION
 LA1779
 LA1779'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1052 ***********************************************************************
 KA1052  DESIGNATION -  744 18 M
 KA1052  PID         -  KA1052
 KA1052  STATE/COUNTY-  IN/PARKE
 KA1052  USGS QUAD   -  ROCKVILLE (1978)
 KA1052
 KA1052                         *CURRENT SURVEY CONTROL
 KA1052  ___________________________________________________________________
 KA1052* NAD 83(1986)-  39 52 28.     (N)    087 08 19.     (W)     SCALED    
 KA1052* NAVD 88     -       226.689  (meters)     743.73   (feet)  ADJUSTED  
 KA1052  ___________________________________________________________________
 KA1052  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KA1052  DYNAMIC HT  -         226.562 (meters)     743.31  (feet)  COMP
 KA1052  MODELED GRAV-     980,063.9   (mgal)                       NAVD 88
 KA1052
 KA1052  VERT ORDER  -  SECOND    CLASS 0
 KA1052
 KA1052.The horizontal coordinates were scaled from a topographic map and have
 KA1052.an estimated accuracy of +/- 6 seconds.
 KA1052
 KA1052.The orthometric height was determined by differential leveling
 KA1052.and adjusted by the National Geodetic Survey in June 1991..
 KA1052
 KA1052.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1052.See file dsdata.txt to determine how the superseded data were derived.
 KA1052
 KA1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK881138(NAD 83)
 KA1052_MARKER: DD = SURVEY DISK
 KA1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1052_STAMPING: 744 18M 1946
 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             NGS
 KA1052
 KA1052                          STATION DESCRIPTION
 KA1052
 KA1052'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1053 ***********************************************************************
 KA1053  DESIGNATION -  745.0
 KA1053  PID         -  KA1053
 KA1053  STATE/COUNTY-  IN/PARKE
 KA1053  USGS QUAD   -  ROCKVILLE (1978)
 KA1053
 KA1053                         *CURRENT SURVEY CONTROL
 KA1053  ___________________________________________________________________
 KA1053* NAD 83(1986)-  39 52 28.     (N)    087 08 19.     (W)     SCALED    
 KA1053* NAVD 88     -       227.038  (meters)     744.87   (feet)  ADJUSTED  
 KA1053  ___________________________________________________________________
 KA1053  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KA1053  DYNAMIC HT  -         226.911 (meters)     744.46  (feet)  COMP
 KA1053  MODELED GRAV-     980,063.9   (mgal)                       NAVD 88
 KA1053
 KA1053  VERT ORDER  -  SECOND    CLASS 0
 KA1053
 KA1053.The horizontal coordinates were scaled from a topographic map and have
 KA1053.an estimated accuracy of +/- 6 seconds.
 KA1053
 KA1053.The orthometric height was determined by differential leveling
 KA1053.and adjusted by the National Geodetic Survey in June 1991..
 KA1053
 KA1053.The geoid height was determined by GEOID03.
 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     -   513,580.      895,270.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1053.See file dsdata.txt to determine how the superseded data were derived.
 KA1053
 KA1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK881138(NAD 83)
 KA1053_MARKER: Q = CHISELED SQUARE
 KA1053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1053_SP_SET: CULVERT
 KA1053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1053
 KA1053  HISTORY     - Date     Condition        Report By
 KA1053  HISTORY     - UNK      MONUMENTED       USGS
 KA1053  HISTORY     - 1946     GOOD             NGS
 KA1053
 KA1053                          STATION DESCRIPTION
 KA1053
 KA1053'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1008 ***********************************************************************
 KA1008  DESIGNATION -  745.2
 KA1008  PID         -  KA1008
 KA1008  STATE/COUNTY-  IN/MONTGOMERY
 KA1008  USGS QUAD   -  ALAMO (1980)
 KA1008
 KA1008                         *CURRENT SURVEY CONTROL
 KA1008  ___________________________________________________________________
 KA1008* NAD 83(1986)-  39 55 31.     (N)    087 03 28.     (W)     SCALED    
 KA1008* NAVD 88     -       227.072  (meters)     744.99   (feet)  ADJUSTED  
 KA1008  ___________________________________________________________________
 KA1008  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KA1008  DYNAMIC HT  -         226.947 (meters)     744.58  (feet)  COMP
 KA1008  MODELED GRAV-     980,068.8   (mgal)                       NAVD 88
 KA1008
 KA1008  VERT ORDER  -  SECOND    CLASS 0
 KA1008
 KA1008.The horizontal coordinates were scaled from a topographic map and have
 KA1008.an estimated accuracy of +/- 6 seconds.
 KA1008
 KA1008.The orthometric height was determined by differential leveling
 KA1008.and adjusted by the National Geodetic Survey in June 1991..
 KA1008
 KA1008.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1008.See file dsdata.txt to determine how the superseded data were derived.
 KA1008
 KA1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK950194(NAD 83)
 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             NGS
 KA1008
 KA1008                          STATION DESCRIPTION
 KA1008
 KA1008'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1785 ***********************************************************************
 LA1785  DESIGNATION -  752.8
 LA1785  PID         -  LA1785
 LA1785  STATE/COUNTY-  IN/MIAMI
 LA1785  USGS QUAD   -  PEORIA (1994)
 LA1785
 LA1785                         *CURRENT SURVEY CONTROL
 LA1785  ___________________________________________________________________
 LA1785* NAD 83(1986)-  40 42 23.     (N)    085 56 26.     (W)     SCALED    
 LA1785* NAVD 88     -       229.247  (meters)     752.12   (feet)  ADJUSTED  
 LA1785  ___________________________________________________________________
 LA1785  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 LA1785  DYNAMIC HT  -         229.135 (meters)     751.75  (feet)  COMP
 LA1785  MODELED GRAV-     980,131.5   (mgal)                       NAVD 88
 LA1785
 LA1785  VERT ORDER  -  SECOND    CLASS 0
 LA1785
 LA1785.The horizontal coordinates were scaled from a topographic map and have
 LA1785.an estimated accuracy of +/- 6 seconds.
 LA1785
 LA1785.The orthometric height was determined by differential leveling
 LA1785.and adjusted by the National Geodetic Survey in June 1991..
 LA1785
 LA1785.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1785.See file dsdata.txt to determine how the superseded data were derived.
 LA1785
 LA1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL894067(NAD 83)
 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             NGS
 LA1785
 LA1785                          STATION DESCRIPTION
 LA1785
 LA1785'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1792 ***********************************************************************
 LA1792  DESIGNATION -  753.0
 LA1792  PID         -  LA1792
 LA1792  STATE/COUNTY-  IN/WABASH
 LA1792  USGS QUAD   -  PEORIA (1994)
 LA1792
 LA1792                         *CURRENT SURVEY CONTROL
 LA1792  ___________________________________________________________________
 LA1792* NAD 83(1986)-  40 40 40.     (N)    085 54 39.     (W)     SCALED    
 LA1792* NAVD 88     -       229.305  (meters)     752.31   (feet)  ADJUSTED  
 LA1792  ___________________________________________________________________
 LA1792  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 LA1792  DYNAMIC HT  -         229.192 (meters)     751.94  (feet)  COMP
 LA1792  MODELED GRAV-     980,126.9   (mgal)                       NAVD 88
 LA1792
 LA1792  VERT ORDER  -  SECOND    CLASS 0
 LA1792
 LA1792.The horizontal coordinates were scaled from a topographic map and have
 LA1792.an estimated accuracy of +/- 6 seconds.
 LA1792
 LA1792.The orthometric height was determined by differential leveling
 LA1792.and adjusted by the National Geodetic Survey in June 1991..
 LA1792
 LA1792.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1792.See file dsdata.txt to determine how the superseded data were derived.
 LA1792
 LA1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL920035(NAD 83)
 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             NGS
 LA1792
 LA1792                          STATION DESCRIPTION
 LA1792
 LA1792'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1789 ***********************************************************************
 LA1789  DESIGNATION -  755.0
 LA1789  PID         -  LA1789
 LA1789  STATE/COUNTY-  IN/WABASH
 LA1789  USGS QUAD   -  PEORIA (1994)
 LA1789
 LA1789                         *CURRENT SURVEY CONTROL
 LA1789  ___________________________________________________________________
 LA1789* NAD 83(1986)-  40 41 14.     (N)    085 55 45.     (W)     SCALED    
 LA1789* NAVD 88     -       229.914  (meters)     754.31   (feet)  ADJUSTED  
 LA1789  ___________________________________________________________________
 LA1789  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 LA1789  DYNAMIC HT  -         229.801 (meters)     753.94  (feet)  COMP
 LA1789  MODELED GRAV-     980,128.6   (mgal)                       NAVD 88
 LA1789
 LA1789  VERT ORDER  -  SECOND    CLASS 0
 LA1789
 LA1789.The horizontal coordinates were scaled from a topographic map and have
 LA1789.an estimated accuracy of +/- 6 seconds.
 LA1789
 LA1789.The orthometric height was determined by differential leveling
 LA1789.and adjusted by the National Geodetic Survey in June 1991..
 LA1789
 LA1789.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1789.See file dsdata.txt to determine how the superseded data were derived.
 LA1789
 LA1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL904045(NAD 83)
 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             NGS
 LA1789
 LA1789                          STATION DESCRIPTION
 LA1789
 LA1789'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1787 ***********************************************************************
 LA1787  DESIGNATION -  758.3
 LA1787  PID         -  LA1787
 LA1787  STATE/COUNTY-  IN/WABASH
 LA1787  USGS QUAD   -  PEORIA (1994)
 LA1787
 LA1787                         *CURRENT SURVEY CONTROL
 LA1787  ___________________________________________________________________
 LA1787* NAD 83(1986)-  40 41 45.     (N)    085 56 09.     (W)     SCALED    
 LA1787* NAVD 88     -       230.958  (meters)     757.73   (feet)  ADJUSTED  
 LA1787  ___________________________________________________________________
 LA1787  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 LA1787  DYNAMIC HT  -         230.844 (meters)     757.36  (feet)  COMP
 LA1787  MODELED GRAV-     980,129.9   (mgal)                       NAVD 88
 LA1787
 LA1787  VERT ORDER  -  SECOND    CLASS 0
 LA1787
 LA1787.The horizontal coordinates were scaled from a topographic map and have
 LA1787.an estimated accuracy of +/- 6 seconds.
 LA1787
 LA1787.The orthometric height was determined by differential leveling
 LA1787.and adjusted by the National Geodetic Survey in June 1991..
 LA1787
 LA1787.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1787.See file dsdata.txt to determine how the superseded data were derived.
 LA1787
 LA1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL899055(NAD 83)
 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             NGS
 LA1787
 LA1787                          STATION DESCRIPTION
 LA1787
 LA1787'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0209 ***********************************************************************
 JA0209  DESIGNATION -  76 M
 JA0209  PID         -  JA0209
 JA0209  STATE/COUNTY-  IN/WASHINGTON
 JA0209  USGS QUAD   -  SALEM (1994)
 JA0209
 JA0209                         *CURRENT SURVEY CONTROL
 JA0209  ___________________________________________________________________
 JA0209* NAD 83(1986)-  38 36 19.     (N)    086 06 02.     (W)     SCALED    
 JA0209* NAVD 88     -       227.713  (meters)     747.09   (feet)  ADJUSTED  
 JA0209  ___________________________________________________________________
 JA0209  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JA0209  DYNAMIC HT  -         227.561 (meters)     746.59  (feet)  COMP
 JA0209  MODELED GRAV-     979,957.1   (mgal)                       NAVD 88
 JA0209
 JA0209  VERT ORDER  -  FIRST     CLASS II
 JA0209
 JA0209.The horizontal coordinates were scaled from a topographic map and have
 JA0209.an estimated accuracy of +/- 6 seconds.
 JA0209
 JA0209.The orthometric height was determined by differential leveling
 JA0209.and adjusted by the National Geodetic Survey in June 1991..
 JA0209
 JA0209.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0209.See file dsdata.txt to determine how the superseded data were derived.
 JA0209
 JA0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH783733(NAD 83)
 JA0209_MARKER: DD = SURVEY DISK
 JA0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0209_STAMPING: 76 M 748 1947
 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             NGS
 JA0209  HISTORY     - 1967     GOOD             NGS
 JA0209
 JA0209                          STATION DESCRIPTION
 JA0209
 JA0209'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1967
 JA0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0215 ***********************************************************************
 JA0215  DESIGNATION -  760 USGS
 JA0215  PID         -  JA0215
 JA0215  STATE/COUNTY-  IN/WASHINGTON
 JA0215  USGS QUAD   -  SALEM (1994)
 JA0215
 JA0215                         *CURRENT SURVEY CONTROL
 JA0215  ___________________________________________________________________
 JA0215* NAD 83(1986)-  38 36 25.     (N)    086 03 25.     (W)     SCALED    
 JA0215* NAVD 88     -       231.250  (meters)     758.69   (feet)  ADJUSTED  
 JA0215  ___________________________________________________________________
 JA0215  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JA0215  DYNAMIC HT  -         231.095 (meters)     758.18  (feet)  COMP
 JA0215  MODELED GRAV-     979,952.3   (mgal)                       NAVD 88
 JA0215
 JA0215  VERT ORDER  -  FIRST     CLASS II
 JA0215
 JA0215.The horizontal coordinates were scaled from a topographic map and have
 JA0215.an estimated accuracy of +/- 6 seconds.
 JA0215
 JA0215.The orthometric height was determined by differential leveling
 JA0215.and adjusted by the National Geodetic Survey in June 1991..
 JA0215
 JA0215.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0215.See file dsdata.txt to determine how the superseded data were derived.
 JA0215
 JA0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH821735(NAD 83)
 JA0215_MARKER: DD = SURVEY DISK
 JA0215_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0215_SP_SET: BRIDGE
 JA0215_STAMPING: 760
 JA0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0215
 JA0215  HISTORY     - Date     Condition        Report By
 JA0215  HISTORY     - UNK      MONUMENTED       USGS
 JA0215  HISTORY     - 1949     GOOD             NGS
 JA0215
 JA0215                          STATION DESCRIPTION
 JA0215
 JA0215'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1142 ***********************************************************************
 JZ1142  DESIGNATION -  76.15
 JZ1142  PID         -  JZ1142
 JZ1142  STATE/COUNTY-  IN/WAYNE
 JZ1142  USGS QUAD   -  RICHMOND (1981)
 JZ1142
 JZ1142                         *CURRENT SURVEY CONTROL
 JZ1142  ___________________________________________________________________
 JZ1142* NAD 83(1986)-  39 50 37.     (N)    084 55 00.     (W)     SCALED    
 JZ1142* NAVD 88     -       301.85   (+/-2cm)     990.3    (feet)  VERTCON   
 JZ1142  ___________________________________________________________________
 JZ1142  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JZ1142
 JZ1142  VERT ORDER  -  ? (See Below)
 JZ1142
 JZ1142.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ1142
 JZ1142.The geoid height was determined by GEOID03.
 JZ1142
 JZ1142;                    North         East    Units  Estimated Accuracy
 JZ1142;SPC IN E     -   510,420.      164,190.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1142.See file dsdata.txt to determine how the superseded data were derived.
 JZ1142
 JZ1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK782124(NAD 83)
 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             NGS
 JZ1142
 JZ1142                          STATION DESCRIPTION
 JZ1142
 JZ1142'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1862 ***********************************************************************
 LA1862  DESIGNATION -  762.0
 LA1862  PID         -  LA1862
 LA1862  STATE/COUNTY-  IN/GRANT
 LA1862  USGS QUAD   -  LA FONTAINE (1994)
 LA1862
 LA1862                         *CURRENT SURVEY CONTROL
 LA1862  ___________________________________________________________________
 LA1862* NAD 83(1986)-  40 37 32.     (N)    085 43 52.     (W)     SCALED    
 LA1862* NAVD 88     -       232.122  (meters)     761.55   (feet)  ADJUSTED  
 LA1862  ___________________________________________________________________
 LA1862  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 LA1862  DYNAMIC HT  -         232.006 (meters)     761.17  (feet)  COMP
 LA1862  MODELED GRAV-     980,118.4   (mgal)                       NAVD 88
 LA1862
 LA1862  VERT ORDER  -  SECOND    CLASS 0
 LA1862
 LA1862.The horizontal coordinates were scaled from a topographic map and have
 LA1862.an estimated accuracy of +/- 6 seconds.
 LA1862
 LA1862.The orthometric height was determined by differential leveling
 LA1862.and adjusted by the National Geodetic Survey in June 1991..
 LA1862
 LA1862.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1862.See file dsdata.txt to determine how the superseded data were derived.
 LA1862
 LA1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK073979(NAD 83)
 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             NGS
 LA1862
 LA1862                          STATION DESCRIPTION
 LA1862
 LA1862'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0262 ***********************************************************************
 KA0262  DESIGNATION -  762.7 RM
 KA0262  PID         -  KA0262
 KA0262  STATE/COUNTY-  IN/MARION
 KA0262  USGS QUAD   -  FISHERS (1988)
 KA0262
 KA0262                         *CURRENT SURVEY CONTROL
 KA0262  ___________________________________________________________________
 KA0262* NAD 83(1986)-  39 53 02.     (N)    086 00 23.     (W)     SCALED    
 KA0262* NAVD 88     -       232.391  (meters)     762.44   (feet)  ADJUSTED  
 KA0262  ___________________________________________________________________
 KA0262  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KA0262  DYNAMIC HT  -         232.261 (meters)     762.01  (feet)  COMP
 KA0262  MODELED GRAV-     980,061.8   (mgal)                       NAVD 88
 KA0262
 KA0262  VERT ORDER  -  SECOND    CLASS 0
 KA0262
 KA0262.The horizontal coordinates were scaled from a topographic map and have
 KA0262.an estimated accuracy of +/- 6 seconds.
 KA0262
 KA0262.The orthometric height was determined by differential leveling
 KA0262.and adjusted by the National Geodetic Survey in June 1991..
 KA0262
 KA0262.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0262.See file dsdata.txt to determine how the superseded data were derived.
 KA0262
 KA0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK849153(NAD 83)
 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             NGS
 KA0262  HISTORY     - 19980224 MARK NOT FOUND   USPSQD
 KA0262
 KA0262                          STATION DESCRIPTION
 KA0262
 KA0262'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1047 ***********************************************************************
 KA1047  DESIGNATION -  763.9
 KA1047  PID         -  KA1047
 KA1047  STATE/COUNTY-  IN/PARKE
 KA1047  USGS QUAD   -  ALAMO (1980)
 KA1047
 KA1047                         *CURRENT SURVEY CONTROL
 KA1047  ___________________________________________________________________
 KA1047* NAD 83(1986)-  39 52 53.     (N)    087 05 39.     (W)     SCALED    
 KA1047* NAVD 88     -       232.808  (meters)     763.80   (feet)  ADJUSTED  
 KA1047  ___________________________________________________________________
 KA1047  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KA1047  DYNAMIC HT  -         232.679 (meters)     763.38  (feet)  COMP
 KA1047  MODELED GRAV-     980,063.7   (mgal)                       NAVD 88
 KA1047
 KA1047  VERT ORDER  -  SECOND    CLASS 0
 KA1047
 KA1047.The horizontal coordinates were scaled from a topographic map and have
 KA1047.an estimated accuracy of +/- 6 seconds.
 KA1047
 KA1047.The orthometric height was determined by differential leveling
 KA1047.and adjusted by the National Geodetic Survey in June 1991..
 KA1047
 KA1047.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1047.See file dsdata.txt to determine how the superseded data were derived.
 KA1047
 KA1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK919145(NAD 83)
 KA1047_MARKER: Q = CHISELED SQUARE
 KA1047_SETTING: 80 = SET IN A BOULDER
 KA1047_SP_SET: 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             NGS
 KA1047
 KA1047                          STATION DESCRIPTION
 KA1047
 KA1047'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2257 ***********************************************************************
 JZ2257  DESIGNATION -  765.9
 JZ2257  PID         -  JZ2257
 JZ2257  STATE/COUNTY-  IN/SHELBY
 JZ2257  USGS QUAD   -  LEWIS CREEK (1993)
 JZ2257
 JZ2257                         *CURRENT SURVEY CONTROL
 JZ2257  ___________________________________________________________________
 JZ2257* NAD 83(1986)-  39 22 47.     (N)    085 45 37.     (W)     SCALED    
 JZ2257* NAVD 88     -       233.301  (meters)     765.42   (feet)  ADJUSTED  
 JZ2257  ___________________________________________________________________
 JZ2257  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ2257  DYNAMIC HT  -         233.160 (meters)     764.96  (feet)  COMP
 JZ2257  MODELED GRAV-     980,016.5   (mgal)                       NAVD 88
 JZ2257
 JZ2257  VERT ORDER  -  SECOND    CLASS 0
 JZ2257
 JZ2257.The horizontal coordinates were scaled from a topographic map and have
 JZ2257.an estimated accuracy of +/- 6 seconds.
 JZ2257
 JZ2257.The orthometric height was determined by differential leveling
 JZ2257.and adjusted by the National Geodetic Survey in June 1991..
 JZ2257
 JZ2257.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2257.See file dsdata.txt to determine how the superseded data were derived.
 JZ2257
 JZ2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ067596(NAD 83)
 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             NGS
 JZ2257  HISTORY     - 1964     GOOD             NGS
 JZ2257
 JZ2257                          STATION DESCRIPTION
 JZ2257
 JZ2257'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1964
 JZ2257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1011 ***********************************************************************
 KA1011  DESIGNATION -  768.2
 KA1011  PID         -  KA1011
 KA1011  STATE/COUNTY-  IN/MONTGOMERY
 KA1011  USGS QUAD   -  ALAMO (1980)
 KA1011
 KA1011                         *CURRENT SURVEY CONTROL
 KA1011  ___________________________________________________________________
 KA1011* NAD 83(1986)-  39 55 30.     (N)    087 02 38.     (W)     SCALED    
 KA1011* NAVD 88     -       234.072  (meters)     767.95   (feet)  ADJUSTED  
 KA1011  ___________________________________________________________________
 KA1011  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KA1011  DYNAMIC HT  -         233.943 (meters)     767.53  (feet)  COMP
 KA1011  MODELED GRAV-     980,068.6   (mgal)                       NAVD 88
 KA1011
 KA1011  VERT ORDER  -  SECOND    CLASS 0
 KA1011
 KA1011.The horizontal coordinates were scaled from a topographic map and have
 KA1011.an estimated accuracy of +/- 6 seconds.
 KA1011
 KA1011.The orthometric height was determined by differential leveling
 KA1011.and adjusted by the National Geodetic Survey in June 1991..
 KA1011
 KA1011.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1011.See file dsdata.txt to determine how the superseded data were derived.
 KA1011
 KA1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK962194(NAD 83)
 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             NGS
 KA1011
 KA1011                          STATION DESCRIPTION
 KA1011
 KA1011'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1798 ***********************************************************************
 JA1798  DESIGNATION -  77 CH
 JA1798  PID         -  JA1798
 JA1798  STATE/COUNTY-  IN/DUBOIS
 JA1798  USGS QUAD   -  CUZCO (1989)
 JA1798
 JA1798                         *CURRENT SURVEY CONTROL
 JA1798  ___________________________________________________________________
 JA1798* NAD 83(1997)-  38 28 55.06951(N)    086 44 54.94930(W)     ADJUSTED  
 JA1798* NAVD 88     -       225.79   (+/-2cm)     740.8    (feet)  VERTCON   
 JA1798  ___________________________________________________________________
 JA1798  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 JA1798  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 JA1798
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1798
 JA1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1798
 JA1798.The geoid height was determined by GEOID03.
 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  =   0.99957565
 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 (07/19/86)  225.91   (m)          741.2    (f) LEVELING    3  
 JA1798
 JA1798.Superseded values are not recommended for survey control.
 JA1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1798.See file dsdata.txt to determine how the superseded data were derived.
 JA1798
 JA1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2192759322(NAD 83)
 JA1798_MARKER: DB = BENCH MARK DISK
 JA1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1798_STAMPING: 77 CH 1941
 JA1798_PROJECTION: FLUSH
 JA1798_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1798
 JA1798  HISTORY     - Date     Condition        Report By
 JA1798  HISTORY     - 1946     MONUMENTED       USGS
 JA1798  HISTORY     - 19970101 GOOD             INDNR
 JA1798
 JA1798                          STATION DESCRIPTION
 JA1798
 JA1798'DESCRIBED BY US GEOLOGICAL 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 = OCTOBER  6, 2006
 JA0206 ***********************************************************************
 JA0206  DESIGNATION -  77 M
 JA0206  PID         -  JA0206
 JA0206  STATE/COUNTY-  IN/WASHINGTON
 JA0206  USGS QUAD   -  BECKS MILL (1994)
 JA0206
 JA0206                         *CURRENT SURVEY CONTROL
 JA0206  ___________________________________________________________________
 JA0206* NAD 83(1986)-  38 36 24.     (N)    086 07 36.     (W)     SCALED    
 JA0206* NAVD 88     -       228.861  (meters)     750.85   (feet)  ADJUSTED  
 JA0206  ___________________________________________________________________
 JA0206  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JA0206  DYNAMIC HT  -         228.709 (meters)     750.36  (feet)  COMP
 JA0206  MODELED GRAV-     979,957.6   (mgal)                       NAVD 88
 JA0206
 JA0206  VERT ORDER  -  FIRST     CLASS II
 JA0206
 JA0206.The horizontal coordinates were scaled from a topographic map and have
 JA0206.an estimated accuracy of +/- 6 seconds.
 JA0206
 JA0206.The orthometric height was determined by differential leveling
 JA0206.and adjusted by the National Geodetic Survey in June 1991..
 JA0206
 JA0206.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0206.See file dsdata.txt to determine how the superseded data were derived.
 JA0206
 JA0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH760734(NAD 83)
 JA0206_MARKER: DD = SURVEY DISK
 JA0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0206_STAMPING: 77 M 751 1947
 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             NGS
 JA0206
 JA0206                          STATION DESCRIPTION
 JA0206
 JA0206'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0177 ***********************************************************************
 JA0177  DESIGNATION -  774 USGS
 JA0177  PID         -  JA0177
 JA0177  STATE/COUNTY-  IN/ORANGE
 JA0177  USGS QUAD   -  CAMPBELLSBURG (1970)
 JA0177
 JA0177                         *CURRENT SURVEY CONTROL
 JA0177  ___________________________________________________________________
 JA0177* NAD 83(1986)-  38 40 22.     (N)    086 18 40.     (W)     SCALED    
 JA0177* NAVD 88     -       235.495  (meters)     772.62   (feet)  ADJUSTED  
 JA0177  ___________________________________________________________________
 JA0177  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JA0177  DYNAMIC HT  -         235.339 (meters)     772.11  (feet)  COMP
 JA0177  MODELED GRAV-     979,961.0   (mgal)                       NAVD 88
 JA0177
 JA0177  VERT ORDER  -  FIRST     CLASS II
 JA0177
 JA0177.The horizontal coordinates were scaled from a topographic map and have
 JA0177.an estimated accuracy of +/- 6 seconds.
 JA0177
 JA0177.The orthometric height was determined by differential leveling
 JA0177.and adjusted by the National Geodetic Survey in June 1991..
 JA0177
 JA0177.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0177.See file dsdata.txt to determine how the superseded data were derived.
 JA0177
 JA0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH599806(NAD 83)
 JA0177_MARKER: DD = SURVEY DISK
 JA0177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0177_SP_SET: CULVERT
 JA0177_STAMPING: 774
 JA0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0177
 JA0177  HISTORY     - Date     Condition        Report By
 JA0177  HISTORY     - UNK      MONUMENTED       USGS
 JA0177  HISTORY     - 1949     GOOD             NGS
 JA0177
 JA0177                          STATION DESCRIPTION
 JA0177
 JA0177'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1778 ***********************************************************************
 JZ1778  DESIGNATION -  774.1
 JZ1778  PID         -  JZ1778
 JZ1778  STATE/COUNTY-  IN/FAYETTE
 JZ1778  USGS QUAD   -  ALPINE (1994)
 JZ1778
 JZ1778                         *CURRENT SURVEY CONTROL
 JZ1778  ___________________________________________________________________
 JZ1778* NAD 83(1986)-  39 35 03.     (N)    085 09 29.     (W)     SCALED    
 JZ1778* NAVD 88     -       235.775  (meters)     773.54   (feet)  ADJUSTED  
 JZ1778  ___________________________________________________________________
 JZ1778  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ1778  DYNAMIC HT  -         235.633 (meters)     773.07  (feet)  COMP
 JZ1778  MODELED GRAV-     980,020.1   (mgal)                       NAVD 88
 JZ1778
 JZ1778  VERT ORDER  -  SECOND    CLASS 0
 JZ1778
 JZ1778.The horizontal coordinates were scaled from a topographic map and have
 JZ1778.an estimated accuracy of +/- 6 seconds.
 JZ1778
 JZ1778.The orthometric height was determined by differential leveling
 JZ1778.and adjusted by the National Geodetic Survey in June 1991..
 JZ1778
 JZ1778.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1778.See file dsdata.txt to determine how the superseded data were derived.
 JZ1778
 JZ1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ581832(NAD 83)
 JZ1778_MARKER: DD = SURVEY DISK
 JZ1778_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1778_SP_SET: ABUTMENT
 JZ1778_STAMPING: 774.1 1947
 JZ1778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1778
 JZ1778  HISTORY     - Date     Condition        Report By
 JZ1778  HISTORY     - 1947     MONUMENTED       USGS
 JZ1778  HISTORY     - 1947     GOOD             NGS
 JZ1778
 JZ1778                          STATION DESCRIPTION
 JZ1778
 JZ1778'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1050 ***********************************************************************
 KA1050  DESIGNATION -  782.4
 KA1050  PID         -  KA1050
 KA1050  STATE/COUNTY-  IN/PARKE
 KA1050  USGS QUAD   -  BELLMORE (1963)
 KA1050
 KA1050                         *CURRENT SURVEY CONTROL
 KA1050  ___________________________________________________________________
 KA1050* NAD 83(1986)-  39 52 29.     (N)    087 06 36.     (W)     SCALED    
 KA1050* NAVD 88     -       238.448  (meters)     782.31   (feet)  ADJUSTED  
 KA1050  ___________________________________________________________________
 KA1050  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KA1050  DYNAMIC HT  -         238.315 (meters)     781.87  (feet)  COMP
 KA1050  MODELED GRAV-     980,063.2   (mgal)                       NAVD 88
 KA1050
 KA1050  VERT ORDER  -  SECOND    CLASS 0
 KA1050
 KA1050.The horizontal coordinates were scaled from a topographic map and have
 KA1050.an estimated accuracy of +/- 6 seconds.
 KA1050
 KA1050.The orthometric height was determined by differential leveling
 KA1050.and adjusted by the National Geodetic Survey in June 1991..
 KA1050
 KA1050.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1050.See file dsdata.txt to determine how the superseded data were derived.
 KA1050
 KA1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK905138(NAD 83)
 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             NGS
 KA1050
 KA1050                          STATION DESCRIPTION
 KA1050
 KA1050'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0716 ***********************************************************************
 KA0716  DESIGNATION -  782.7
 KA0716  PID         -  KA0716
 KA0716  STATE/COUNTY-  IN/MONTGOMERY
 KA0716  USGS QUAD   -  NEW MARKET (1980)
 KA0716
 KA0716                         *CURRENT SURVEY CONTROL
 KA0716  ___________________________________________________________________
 KA0716* NAD 83(1986)-  39 55 28.     (N)    086 59 49.     (W)     SCALED    
 KA0716* NAVD 88     -       238.473  (meters)     782.39   (feet)  ADJUSTED  
 KA0716  ___________________________________________________________________
 KA0716  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KA0716  DYNAMIC HT  -         238.342 (meters)     781.96  (feet)  COMP
 KA0716  MODELED GRAV-     980,071.2   (mgal)                       NAVD 88
 KA0716
 KA0716  VERT ORDER  -  SECOND    CLASS 0
 KA0716
 KA0716.The horizontal coordinates were scaled from a topographic map and have
 KA0716.an estimated accuracy of +/- 6 seconds.
 KA0716
 KA0716.The orthometric height was determined by differential leveling
 KA0716.and adjusted by the National Geodetic Survey in June 1991..
 KA0716
 KA0716.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0716.See file dsdata.txt to determine how the superseded data were derived.
 KA0716
 KA0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK002193(NAD 83)
 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             NGS
 KA0716
 KA0716                          STATION DESCRIPTION
 KA0716
 KA0716'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1049 ***********************************************************************
 KA1049  DESIGNATION -  783 2 M
 KA1049  PID         -  KA1049
 KA1049  STATE/COUNTY-  IN/PARKE
 KA1049  USGS QUAD   -  BELLMORE (1963)
 KA1049
 KA1049                         *CURRENT SURVEY CONTROL
 KA1049  ___________________________________________________________________
 KA1049* NAD 83(1986)-  39 52 29.     (N)    087 06 36.     (W)     SCALED    
 KA1049* NAVD 88     -       238.510  (meters)     782.51   (feet)  ADJUSTED  
 KA1049  ___________________________________________________________________
 KA1049  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KA1049  DYNAMIC HT  -         238.377 (meters)     782.08  (feet)  COMP
 KA1049  MODELED GRAV-     980,063.2   (mgal)                       NAVD 88
 KA1049
 KA1049  VERT ORDER  -  SECOND    CLASS 0
 KA1049
 KA1049.The horizontal coordinates were scaled from a topographic map and have
 KA1049.an estimated accuracy of +/- 6 seconds.
 KA1049
 KA1049.The orthometric height was determined by differential leveling
 KA1049.and adjusted by the National Geodetic Survey in June 1991..
 KA1049
 KA1049.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1049.See file dsdata.txt to determine how the superseded data were derived.
 KA1049
 KA1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK905138(NAD 83)
 KA1049_MARKER: DD = SURVEY DISK
 KA1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1049_STAMPING: 783 2M 1946
 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             NGS
 KA1049
 KA1049                          STATION DESCRIPTION
 KA1049
 KA1049'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1796 ***********************************************************************
 LA1796  DESIGNATION -  783.2
 LA1796  PID         -  LA1796
 LA1796  STATE/COUNTY-  IN/WABASH
 LA1796  USGS QUAD   -  PEORIA (1994)
 LA1796
 LA1796                         *CURRENT SURVEY CONTROL
 LA1796  ___________________________________________________________________
 LA1796* NAD 83(1986)-  40 39 59.     (N)    085 53 13.     (W)     SCALED    
 LA1796* NAVD 88     -       238.530  (meters)     782.58   (feet)  ADJUSTED  
 LA1796  ___________________________________________________________________
 LA1796  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LA1796  DYNAMIC HT  -         238.412 (meters)     782.19  (feet)  COMP
 LA1796  MODELED GRAV-     980,124.7   (mgal)                       NAVD 88
 LA1796
 LA1796  VERT ORDER  -  SECOND    CLASS 0
 LA1796
 LA1796.The horizontal coordinates were scaled from a topographic map and have
 LA1796.an estimated accuracy of +/- 6 seconds.
 LA1796
 LA1796.The orthometric height was determined by differential leveling
 LA1796.and adjusted by the National Geodetic Survey in June 1991..
 LA1796
 LA1796.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1796.See file dsdata.txt to determine how the superseded data were derived.
 LA1796
 LA1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL940023(NAD 83)
 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             NGS
 LA1796  HISTORY     - 1963     GOOD             NGS
 LA1796
 LA1796                          STATION DESCRIPTION
 LA1796
 LA1796'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1963
 LA1796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0448 ***********************************************************************
 KA0448  DESIGNATION -  785
 KA0448  PID         -  KA0448
 KA0448  STATE/COUNTY-  IN/MONROE
 KA0448  USGS QUAD   -  BLOOMINGTON (1990)
 KA0448
 KA0448                         *CURRENT SURVEY CONTROL
 KA0448  ___________________________________________________________________
 KA0448* NAD 83(1986)-  39 09 56.     (N)    086 31 27.     (W)     SCALED    
 KA0448* NAVD 88     -       238.801  (meters)     783.47   (feet)  ADJUSTED  
 KA0448  ___________________________________________________________________
 KA0448  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KA0448  DYNAMIC HT  -         238.655 (meters)     782.99  (feet)  COMP
 KA0448  MODELED GRAV-     980,011.0   (mgal)                       NAVD 88
 KA0448
 KA0448  VERT ORDER  -  SECOND    CLASS 0
 KA0448
 KA0448.The horizontal coordinates were scaled from a topographic map and have
 KA0448.an estimated accuracy of +/- 6 seconds.
 KA0448
 KA0448.The orthometric height was determined by differential leveling
 KA0448.and adjusted by the National Geodetic Survey in June 1991..
 KA0448
 KA0448.The geoid height was determined by GEOID03.
 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     -   435,020.      948,320.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0448.See file dsdata.txt to determine how the superseded data were derived.
 KA0448
 KA0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ411352(NAD 83)
 KA0448_MARKER: Z = SEE DESCRIPTION
 KA0448_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0448_SP_SET: BUILDING
 KA0448_STAMPING: 785
 KA0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0448
 KA0448  HISTORY     - Date     Condition        Report By
 KA0448  HISTORY     - UNK      MONUMENTED       USGS
 KA0448  HISTORY     - 1941     GOOD             NGS
 KA0448  HISTORY     - 1964     GOOD             NGS
 KA0448  HISTORY     - 20020707 GOOD             GEOCAC
 KA0448
 KA0448                          STATION DESCRIPTION
 KA0448
 KA0448'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1964
 KA0448'RECOVERED IN GOOD CONDITION.
 KA0448
 KA0448                          STATION RECOVERY (2002)
 KA0448
 KA0448'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 KA0448'FOUND AT COORDINATES N 39 10.016 W 86 31.533.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0077 ***********************************************************************
 KA0077  DESIGNATION -  789
 KA0077  PID         -  KA0077
 KA0077  STATE/COUNTY-  IN/MARION
 KA0077  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA0077
 KA0077                         *CURRENT SURVEY CONTROL
 KA0077  ___________________________________________________________________
 KA0077* NAD 83(1986)-  39 52 06.     (N)    086 12 06.     (W)     SCALED    
 KA0077* NAVD 88     -       240.331  (meters)     788.49   (feet)  ADJUSTED  
 KA0077  ___________________________________________________________________
 KA0077  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 KA0077  DYNAMIC HT  -         240.199 (meters)     788.05  (feet)  COMP
 KA0077  MODELED GRAV-     980,070.2   (mgal)                       NAVD 88
 KA0077
 KA0077  VERT ORDER  -  SECOND    CLASS 0
 KA0077
 KA0077.The horizontal coordinates were scaled from a topographic map and have
 KA0077.an estimated accuracy of +/- 6 seconds.
 KA0077
 KA0077.The orthometric height was determined by differential leveling
 KA0077.and adjusted by the National Geodetic Survey in June 1991..
 KA0077
 KA0077.The geoid height was determined by GEOID03.
 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     -   513,040.       54,230.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0077.See file dsdata.txt to determine how the superseded data were derived.
 KA0077
 KA0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK682134(NAD 83)
 KA0077_MARKER: DD = SURVEY DISK
 KA0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0077_STAMPING: 789 101 M 1945
 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             NGS
 KA0077  HISTORY     - 1973     POOR             NGS
 KA0077
 KA0077                          STATION DESCRIPTION
 KA0077
 KA0077'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1794 ***********************************************************************
 LA1794  DESIGNATION -  789.5
 LA1794  PID         -  LA1794
 LA1794  STATE/COUNTY-  IN/WABASH
 LA1794  USGS QUAD   -  PEORIA (1994)
 LA1794
 LA1794                         *CURRENT SURVEY CONTROL
 LA1794  ___________________________________________________________________
 LA1794* NAD 83(1986)-  40 40 28.     (N)    085 54 06.     (W)     SCALED    
 LA1794* NAVD 88     -       240.431  (meters)     788.81   (feet)  ADJUSTED  
 LA1794  ___________________________________________________________________
 LA1794  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 LA1794  DYNAMIC HT  -         240.313 (meters)     788.43  (feet)  COMP
 LA1794  MODELED GRAV-     980,126.2   (mgal)                       NAVD 88
 LA1794
 LA1794  VERT ORDER  -  SECOND    CLASS 0
 LA1794
 LA1794.The horizontal coordinates were scaled from a topographic map and have
 LA1794.an estimated accuracy of +/- 6 seconds.
 LA1794
 LA1794.The orthometric height was determined by differential leveling
 LA1794.and adjusted by the National Geodetic Survey in June 1991..
 LA1794
 LA1794.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1794.See file dsdata.txt to determine how the superseded data were derived.
 LA1794
 LA1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL928031(NAD 83)
 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             NGS
 LA1794
 LA1794                          STATION DESCRIPTION
 LA1794
 LA1794'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1257 ***********************************************************************
 LB1257  DESIGNATION -  79.196
 LB1257  PID         -  LB1257
 LB1257  STATE/COUNTY-  IN/NEWTON
 LB1257  USGS QUAD   -  KENTLAND (1980)
 LB1257
 LB1257                         *CURRENT SURVEY CONTROL
 LB1257  ___________________________________________________________________
 LB1257* NAD 83(1986)-  40 49 00.     (N)    087 26 53.     (W)     SCALED    
 LB1257* NAVD 88     -       198.399  (meters)     650.91   (feet)  ADJUSTED  
 LB1257  ___________________________________________________________________
 LB1257  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 LB1257  DYNAMIC HT  -         198.310 (meters)     650.62  (feet)  COMP
 LB1257  MODELED GRAV-     980,171.0   (mgal)                       NAVD 88
 LB1257
 LB1257  VERT ORDER  -  FIRST     CLASS II
 LB1257
 LB1257.The horizontal coordinates were scaled from a topographic map and have
 LB1257.an estimated accuracy of +/- 6 seconds.
 LB1257
 LB1257.The orthometric height was determined by differential leveling
 LB1257.and adjusted by the National Geodetic Survey in June 1991..
 LB1257
 LB1257.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1257.See file dsdata.txt to determine how the superseded data were derived.
 LB1257
 LB1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL622185(NAD 83)
 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             NGS
 LB1257
 LB1257                          STATION DESCRIPTION
 LB1257
 LB1257'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1797 ***********************************************************************
 LA1797  DESIGNATION -  792.4
 LA1797  PID         -  LA1797
 LA1797  STATE/COUNTY-  IN/WABASH
 LA1797  USGS QUAD   -  SOMERSET (1994)
 LA1797
 LA1797                         *CURRENT SURVEY CONTROL
 LA1797  ___________________________________________________________________
 LA1797* NAD 83(1986)-  40 39 42.     (N)    085 52 29.     (W)     SCALED    
 LA1797* NAVD 88     -       241.352  (meters)     791.84   (feet)  ADJUSTED  
 LA1797  ___________________________________________________________________
 LA1797  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LA1797  DYNAMIC HT  -         241.233 (meters)     791.45  (feet)  COMP
 LA1797  MODELED GRAV-     980,123.7   (mgal)                       NAVD 88
 LA1797
 LA1797  VERT ORDER  -  SECOND    CLASS 0
 LA1797
 LA1797.The horizontal coordinates were scaled from a topographic map and have
 LA1797.an estimated accuracy of +/- 6 seconds.
 LA1797
 LA1797.The orthometric height was determined by differential leveling
 LA1797.and adjusted by the National Geodetic Survey in June 1991..
 LA1797
 LA1797.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1797.See file dsdata.txt to determine how the superseded data were derived.
 LA1797
 LA1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL951018(NAD 83)
 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             NGS
 LA1797
 LA1797                          STATION DESCRIPTION
 LA1797
 LA1797'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1791 ***********************************************************************
 LA1791  DESIGNATION -  799.4
 LA1791  PID         -  LA1791
 LA1791  STATE/COUNTY-  IN/WABASH
 LA1791  USGS QUAD   -  PEORIA (1994)
 LA1791
 LA1791                         *CURRENT SURVEY CONTROL
 LA1791  ___________________________________________________________________
 LA1791* NAD 83(1986)-  40 40 55.     (N)    085 55 13.     (W)     SCALED    
 LA1791* NAVD 88     -       243.441  (meters)     798.69   (feet)  ADJUSTED  
 LA1791  ___________________________________________________________________
 LA1791  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 LA1791  DYNAMIC HT  -         243.322 (meters)     798.30  (feet)  COMP
 LA1791  MODELED GRAV-     980,127.7   (mgal)                       NAVD 88
 LA1791
 LA1791  VERT ORDER  -  SECOND    CLASS 0
 LA1791
 LA1791.The horizontal coordinates were scaled from a topographic map and have
 LA1791.an estimated accuracy of +/- 6 seconds.
 LA1791
 LA1791.The orthometric height was determined by differential leveling
 LA1791.and adjusted by the National Geodetic Survey in June 1991..
 LA1791
 LA1791.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1791.See file dsdata.txt to determine how the superseded data were derived.
 LA1791
 LA1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL912040(NAD 83)
 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             NGS
 LA1791
 LA1791                          STATION DESCRIPTION
 LA1791
 LA1791'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1258 ***********************************************************************
 JZ1258  DESIGNATION -  805
 JZ1258  PID         -  JZ1258
 JZ1258  STATE/COUNTY-  IN/UNION
 JZ1258  USGS QUAD   -  LIBERTY (1974)
 JZ1258
 JZ1258                         *CURRENT SURVEY CONTROL
 JZ1258  ___________________________________________________________________
 JZ1258* NAD 83(1986)-  39 38 26.     (N)    084 59 33.     (W)     SCALED    
 JZ1258* NAVD 88     -       245.092  (meters)     804.11   (feet)  ADJUSTED  
 JZ1258  ___________________________________________________________________
 JZ1258  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JZ1258  DYNAMIC HT  -         244.951 (meters)     803.64  (feet)  COMP
 JZ1258  MODELED GRAV-     980,045.4   (mgal)                       NAVD 88
 JZ1258
 JZ1258  VERT ORDER  -  SECOND    CLASS 0
 JZ1258
 JZ1258.The horizontal coordinates were scaled from a topographic map and have
 JZ1258.an estimated accuracy of +/- 6 seconds.
 JZ1258
 JZ1258.The orthometric height was determined by differential leveling
 JZ1258.and adjusted by the National Geodetic Survey in June 1991..
 JZ1258
 JZ1258.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1258.See file dsdata.txt to determine how the superseded data were derived.
 JZ1258
 JZ1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ722897(NAD 83)
 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             NGS
 JZ1258
 JZ1258                          STATION DESCRIPTION
 JZ1258
 JZ1258'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1805 ***********************************************************************
 LA1805  DESIGNATION -  808.6
 LA1805  PID         -  LA1805
 LA1805  STATE/COUNTY-  IN/WABASH
 LA1805  USGS QUAD   -  SOMERSET (1994)
 LA1805
 LA1805                         *CURRENT SURVEY CONTROL
 LA1805  ___________________________________________________________________
 LA1805* NAD 83(1986)-  40 39 59.     (N)    085 50 03.     (W)     SCALED    
 LA1805* NAVD 88     -       246.283  (meters)     808.01   (feet)  ADJUSTED  
 LA1805  ___________________________________________________________________
 LA1805  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LA1805  DYNAMIC HT  -         246.161 (meters)     807.61  (feet)  COMP
 LA1805  MODELED GRAV-     980,123.8   (mgal)                       NAVD 88
 LA1805
 LA1805  VERT ORDER  -  SECOND    CLASS 0
 LA1805
 LA1805.The horizontal coordinates were scaled from a topographic map and have
 LA1805.an estimated accuracy of +/- 6 seconds.
 LA1805
 LA1805.The orthometric height was determined by differential leveling
 LA1805.and adjusted by the National Geodetic Survey in June 1991..
 LA1805
 LA1805.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1805.See file dsdata.txt to determine how the superseded data were derived.
 LA1805
 LA1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL985023(NAD 83)
 LA1805_MARKER: Q = CHISELED SQUARE
 LA1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1805_SP_SET: 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             NGS
 LA1805
 LA1805                          STATION DESCRIPTION
 LA1805
 LA1805'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1680 ***********************************************************************
 HZ1680  DESIGNATION -  81.02
 HZ1680  PID         -  HZ1680
 HZ1680  STATE/COUNTY-  IN/SCOTT
 HZ1680  USGS QUAD   -  SCOTTSBURG (1994)
 HZ1680
 HZ1680                         *CURRENT SURVEY CONTROL
 HZ1680  ___________________________________________________________________
 HZ1680* NAD 83(1986)-  38 39 29.     (N)    085 46 17.     (W)     SCALED    
 HZ1680* NAVD 88     -       170.154  (meters)     558.25   (feet)  ADJUSTED  
 HZ1680  ___________________________________________________________________
 HZ1680  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 HZ1680  DYNAMIC HT  -         170.042 (meters)     557.88  (feet)  COMP
 HZ1680  MODELED GRAV-     979,969.7   (mgal)                       NAVD 88
 HZ1680
 HZ1680  VERT ORDER  -  SECOND    CLASS 0
 HZ1680
 HZ1680.The horizontal coordinates were scaled from a topographic map and have
 HZ1680.an estimated accuracy of +/- 6 seconds.
 HZ1680
 HZ1680.The orthometric height was determined by differential leveling
 HZ1680.and adjusted by the National Geodetic Survey in June 1991..
 HZ1680
 HZ1680.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1680.See file dsdata.txt to determine how the superseded data were derived.
 HZ1680
 HZ1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH069795(NAD 83)
 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 - January 16, 2006
 HZ1680
 HZ1680  HISTORY     - Date     Condition        Report By
 HZ1680  HISTORY     - UNK      MONUMENTED       PRR
 HZ1680  HISTORY     - 1934     GOOD             NGS
 HZ1680  HISTORY     - 20060116 GOOD             INDIV
 HZ1680
 HZ1680                          STATION DESCRIPTION
 HZ1680
 HZ1680'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0398 ***********************************************************************
 KA0398  DESIGNATION -  811.7
 KA0398  PID         -  KA0398
 KA0398  STATE/COUNTY-  IN/GREENE
 KA0398  USGS QUAD   -  STANFORD (1990)
 KA0398
 KA0398                         *CURRENT SURVEY CONTROL
 KA0398  ___________________________________________________________________
 KA0398* NAD 83(1986)-  39 01 47.     (N)    086 44 10.     (W)     SCALED    
 KA0398* NAVD 88     -       247.163  (meters)     810.90   (feet)  ADJUSTED  
 KA0398  ___________________________________________________________________
 KA0398  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KA0398  DYNAMIC HT  -         247.008 (meters)     810.39  (feet)  COMP
 KA0398  MODELED GRAV-     979,996.2   (mgal)                       NAVD 88
 KA0398
 KA0398  VERT ORDER  -  FIRST     CLASS II
 KA0398
 KA0398.The horizontal coordinates were scaled from a topographic map and have
 KA0398.an estimated accuracy of +/- 6 seconds.
 KA0398
 KA0398.The orthometric height was determined by differential leveling
 KA0398.and adjusted by the National Geodetic Survey in June 1991..
 KA0398
 KA0398.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0398.See file dsdata.txt to determine how the superseded data were derived.
 KA0398
 KA0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ228201(NAD 83)
 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             NGS
 KA0398
 KA0398                          STATION DESCRIPTION
 KA0398
 KA0398'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1843 ***********************************************************************
 LA1843  DESIGNATION -  814.0
 LA1843  PID         -  LA1843
 LA1843  STATE/COUNTY-  IN/WABASH
 LA1843  USGS QUAD   -  SOMERSET (1994)
 LA1843
 LA1843                         *CURRENT SURVEY CONTROL
 LA1843  ___________________________________________________________________
 LA1843* NAD 83(1986)-  40 40 11.     (N)    085 49 28.     (W)     SCALED    
 LA1843* NAVD 88     -       247.909  (meters)     813.35   (feet)  ADJUSTED  
 LA1843  ___________________________________________________________________
 LA1843  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LA1843  DYNAMIC HT  -         247.786 (meters)     812.94  (feet)  COMP
 LA1843  MODELED GRAV-     980,124.2   (mgal)                       NAVD 88
 LA1843
 LA1843  VERT ORDER  -  SECOND    CLASS 0
 LA1843
 LA1843.The horizontal coordinates were scaled from a topographic map and have
 LA1843.an estimated accuracy of +/- 6 seconds.
 LA1843
 LA1843.The orthometric height was determined by differential leveling
 LA1843.and adjusted by the National Geodetic Survey in June 1991..
 LA1843
 LA1843.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1843.See file dsdata.txt to determine how the superseded data were derived.
 LA1843
 LA1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL993027(NAD 83)
 LA1843_MARKER: Q = CHISELED SQUARE
 LA1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1843_SP_SET: 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             NGS
 LA1843
 LA1843                          STATION DESCRIPTION
 LA1843
 LA1843'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0426 ***********************************************************************
 LB0426  DESIGNATION -  817.6
 LB0426  PID         -  LB0426
 LB0426  STATE/COUNTY-  IN/HOWARD
 LB0426  USGS QUAD   -  KOKOMO WEST (1992)
 LB0426
 LB0426                         *CURRENT SURVEY CONTROL
 LB0426  ___________________________________________________________________
 LB0426* NAD 83(1986)-  40 29 34.     (N)    086 08 03.     (W)     SCALED    
 LB0426* NAVD 88     -       249.119  (meters)     817.32   (feet)  ADJUSTED  
 LB0426  ___________________________________________________________________
 LB0426  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LB0426  DYNAMIC HT  -         248.990 (meters)     816.89  (feet)  COMP
 LB0426  MODELED GRAV-     980,102.5   (mgal)                       NAVD 88
 LB0426
 LB0426  VERT ORDER  -  SECOND    CLASS 0
 LB0426
 LB0426.The horizontal coordinates were scaled from a topographic map and have
 LB0426.an estimated accuracy of +/- 6 seconds.
 LB0426
 LB0426.The orthometric height was determined by differential leveling
 LB0426.and adjusted by the National Geodetic Survey in June 1991..
 LB0426
 LB0426.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0426.See file dsdata.txt to determine how the superseded data were derived.
 LB0426
 LB0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK733828(NAD 83)
 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             NGS
 LB0426
 LB0426                          STATION DESCRIPTION
 LB0426
 LB0426'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1863 ***********************************************************************
 LA1863  DESIGNATION -  819.6
 LA1863  PID         -  LA1863
 LA1863  STATE/COUNTY-  IN/GRANT
 LA1863  USGS QUAD   -  LA FONTAINE (1994)
 LA1863
 LA1863                         *CURRENT SURVEY CONTROL
 LA1863  ___________________________________________________________________
 LA1863* NAD 83(1986)-  40 37 34.     (N)    085 44 40.     (W)     SCALED    
 LA1863* NAVD 88     -       249.663  (meters)     819.10   (feet)  ADJUSTED  
 LA1863  ___________________________________________________________________
 LA1863  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 LA1863  DYNAMIC HT  -         249.538 (meters)     818.69  (feet)  COMP
 LA1863  MODELED GRAV-     980,118.2   (mgal)                       NAVD 88
 LA1863
 LA1863  VERT ORDER  -  SECOND    CLASS 0
 LA1863
 LA1863.The horizontal coordinates were scaled from a topographic map and have
 LA1863.an estimated accuracy of +/- 6 seconds.
 LA1863
 LA1863.The orthometric height was determined by differential leveling
 LA1863.and adjusted by the National Geodetic Survey in June 1991..
 LA1863
 LA1863.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1863.See file dsdata.txt to determine how the superseded data were derived.
 LA1863
 LA1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK061980(NAD 83)
 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             NGS
 LA1863  HISTORY     - 1961     GOOD             NGS
 LA1863
 LA1863                          STATION DESCRIPTION
 LA1863
 LA1863'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1961
 LA1863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1260 ***********************************************************************
 LB1260  DESIGNATION -  83.308
 LB1260  PID         -  LB1260
 LB1260  STATE/COUNTY-  IN/NEWTON
 LB1260  USGS QUAD   -  KENTLAND (1980)
 LB1260
 LB1260                         *CURRENT SURVEY CONTROL
 LB1260  ___________________________________________________________________
 LB1260* NAD 83(1986)-  40 51 05.     (N)    087 26 47.     (W)     SCALED    
 LB1260* NAVD 88     -       199.637  (meters)     654.98   (feet)  ADJUSTED  
 LB1260  ___________________________________________________________________
 LB1260  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 LB1260  DYNAMIC HT  -         199.548 (meters)     654.68  (feet)  COMP
 LB1260  MODELED GRAV-     980,175.2   (mgal)                       NAVD 88
 LB1260
 LB1260  VERT ORDER  -  FIRST     CLASS II
 LB1260
 LB1260.The horizontal coordinates were scaled from a topographic map and have
 LB1260.an estimated accuracy of +/- 6 seconds.
 LB1260
 LB1260.The orthometric height was determined by differential leveling
 LB1260.and adjusted by the National Geodetic Survey in June 1991..
 LB1260
 LB1260.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1260.See file dsdata.txt to determine how the superseded data were derived.
 LB1260
 LB1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL623223(NAD 83)
 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             NGS
 LB1260
 LB1260                          STATION DESCRIPTION
 LB1260
 LB1260'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0221 ***********************************************************************
 JA0221  DESIGNATION -  835 USGS
 JA0221  PID         -  JA0221
 JA0221  STATE/COUNTY-  IN/WASHINGTON
 JA0221  USGS QUAD   -  SALEM (1994)
 JA0221
 JA0221                         *CURRENT SURVEY CONTROL
 JA0221  ___________________________________________________________________
 JA0221* NAD 83(1986)-  38 35 12.     (N)    086 01 37.     (W)     SCALED    
 JA0221* NAVD 88     -       254.204  (meters)     834.00   (feet)  ADJUSTED  
 JA0221  ___________________________________________________________________
 JA0221  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JA0221  DYNAMIC HT  -         254.033 (meters)     833.44  (feet)  COMP
 JA0221  MODELED GRAV-     979,947.1   (mgal)                       NAVD 88
 JA0221
 JA0221  VERT ORDER  -  FIRST     CLASS II
 JA0221
 JA0221.The horizontal coordinates were scaled from a topographic map and have
 JA0221.an estimated accuracy of +/- 6 seconds.
 JA0221
 JA0221.The orthometric height was determined by differential leveling
 JA0221.and adjusted by the National Geodetic Survey in June 1991..
 JA0221
 JA0221.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0221.See file dsdata.txt to determine how the superseded data were derived.
 JA0221
 JA0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH847713(NAD 83)
 JA0221_MARKER: DD = SURVEY DISK
 JA0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0221_SP_SET: BRIDGE
 JA0221_STAMPING: 835
 JA0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0221
 JA0221  HISTORY     - Date     Condition        Report By
 JA0221  HISTORY     - UNK      MONUMENTED       USGS
 JA0221  HISTORY     - 1949     GOOD             NGS
 JA0221
 JA0221                          STATION DESCRIPTION
 JA0221
 JA0221'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1258 ***********************************************************************
 LB1258  DESIGNATION -  83.520
 LB1258  PID         -  LB1258
 LB1258  STATE/COUNTY-  IN/NEWTON
 LB1258  USGS QUAD   -  KENTLAND (1980)
 LB1258
 LB1258                         *CURRENT SURVEY CONTROL
 LB1258  ___________________________________________________________________
 LB1258* NAD 83(1986)-  40 49 47.     (N)    087 26 49.     (W)     SCALED    
 LB1258* NAVD 88     -       199.701  (meters)     655.19   (feet)  ADJUSTED  
 LB1258  ___________________________________________________________________
 LB1258  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 LB1258  DYNAMIC HT  -         199.612 (meters)     654.89  (feet)  COMP
 LB1258  MODELED GRAV-     980,172.7   (mgal)                       NAVD 88
 LB1258
 LB1258  VERT ORDER  -  FIRST     CLASS II
 LB1258
 LB1258.The horizontal coordinates were scaled from a topographic map and have
 LB1258.an estimated accuracy of +/- 6 seconds.
 LB1258
 LB1258.The orthometric height was determined by differential leveling
 LB1258.and adjusted by the National Geodetic Survey in June 1991..
 LB1258
 LB1258.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1258.See file dsdata.txt to determine how the superseded data were derived.
 LB1258
 LB1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL623199(NAD 83)
 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             NGS
 LB1258
 LB1258                          STATION DESCRIPTION
 LB1258
 LB1258'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0185 ***********************************************************************
 JA0185  DESIGNATION -  839 USGS
 JA0185  PID         -  JA0185
 JA0185  STATE/COUNTY-  IN/WASHINGTON
 JA0185  USGS QUAD   -  CAMPBELLSBURG (1970)
 JA0185
 JA0185                         *CURRENT SURVEY CONTROL
 JA0185  ___________________________________________________________________
 JA0185* NAD 83(1986)-  38 38 57.     (N)    086 15 23.     (W)     SCALED    
 JA0185* NAVD 88     -       255.386  (meters)     837.88   (feet)  ADJUSTED  
 JA0185  ___________________________________________________________________
 JA0185  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JA0185  DYNAMIC HT  -         255.216 (meters)     837.32  (feet)  COMP
 JA0185  MODELED GRAV-     979,959.6   (mgal)                       NAVD 88
 JA0185
 JA0185  VERT ORDER  -  FIRST     CLASS II
 JA0185
 JA0185.The horizontal coordinates were scaled from a topographic map and have
 JA0185.an estimated accuracy of +/- 6 seconds.
 JA0185
 JA0185.The orthometric height was determined by differential leveling
 JA0185.and adjusted by the National Geodetic Survey in June 1991..
 JA0185
 JA0185.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0185.See file dsdata.txt to determine how the superseded data were derived.
 JA0185
 JA0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH647781(NAD 83)
 JA0185_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA0185_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0185_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA0185_STAMPING: 839
 JA0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0185
 JA0185  HISTORY     - Date     Condition        Report By
 JA0185  HISTORY     - UNK      MONUMENTED       USGS
 JA0185  HISTORY     - 1941     GOOD             NGS
 JA0185
 JA0185                          STATION DESCRIPTION
 JA0185
 JA0185'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0263 ***********************************************************************
 KA0263  DESIGNATION -  84 M
 KA0263  PID         -  KA0263
 KA0263  STATE/COUNTY-  IN/MARION
 KA0263  USGS QUAD   -  FISHERS (1988)
 KA0263
 KA0263                         *CURRENT SURVEY CONTROL
 KA0263  ___________________________________________________________________
 KA0263* NAD 83(1986)-  39 53 01.     (N)    086 00 29.     (W)     SCALED    
 KA0263* NAVD 88     -       232.287  (meters)     762.09   (feet)  ADJUSTED  
 KA0263  ___________________________________________________________________
 KA0263  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KA0263  DYNAMIC HT  -         232.157 (meters)     761.67  (feet)  COMP
 KA0263  MODELED GRAV-     980,061.9   (mgal)                       NAVD 88
 KA0263
 KA0263  VERT ORDER  -  SECOND    CLASS 0
 KA0263
 KA0263.The horizontal coordinates were scaled from a topographic map and have
 KA0263.an estimated accuracy of +/- 6 seconds.
 KA0263
 KA0263.The orthometric height was determined by differential leveling
 KA0263.and adjusted by the National Geodetic Survey in June 1991..
 KA0263
 KA0263.The geoid height was determined by GEOID03.
 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     -   514,650.       70,800.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0263.See file dsdata.txt to determine how the superseded data were derived.
 KA0263
 KA0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK848153(NAD 83)
 KA0263_MARKER: DD = SURVEY DISK
 KA0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0263_STAMPING: 84 M 762 1945
 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             NGS
 KA0263  HISTORY     - 19950925 MARK NOT FOUND   USPSQD
 KA0263  HISTORY     - 19980224 MARK NOT FOUND   USPSQD
 KA0263
 KA0263                          STATION DESCRIPTION
 KA0263
 KA0263'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2504 ***********************************************************************
 JZ2504  DESIGNATION -  845.9
 JZ2504  PID         -  JZ2504
 JZ2504  STATE/COUNTY-  IN/MARION
 JZ2504  USGS QUAD   -  CUMBERLAND (1988)
 JZ2504
 JZ2504                         *CURRENT SURVEY CONTROL
 JZ2504  ___________________________________________________________________
 JZ2504* NAD 83(1986)-  39 46 28.     (N)    085 59 25.     (W)     SCALED    
 JZ2504* NAVD 88     -       257.733  (meters)     845.58   (feet)  POSTED    
 JZ2504  ___________________________________________________________________
 JZ2504  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JZ2504  DYNAMIC HT  -         257.590 (meters)     845.11  (feet)  COMP
 JZ2504  MODELED GRAV-     980,049.8   (mgal)                       NAVD 88
 JZ2504
 JZ2504  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JZ2504
 JZ2504.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JZ2504.rate of 4.1 thru 8.0 mm/km.
 JZ2504
 JZ2504.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2504.See file dsdata.txt to determine how the superseded data were derived.
 JZ2504
 JZ2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK864032(NAD 83)
 JZ2504_MARKER: Q = CHISELED SQUARE
 JZ2504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2504_SP_SET: CULVERT
 JZ2504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2504
 JZ2504  HISTORY     - Date     Condition        Report By
 JZ2504  HISTORY     - UNK      MONUMENTED       USGS
 JZ2504  HISTORY     - 1947     GOOD             NGS
 JZ2504  HISTORY     - 19880802 MARK NOT FOUND   LOCENG
 JZ2504  HISTORY     - 19980224 MARK NOT FOUND   USPSQD
 JZ2504
 JZ2504                          STATION DESCRIPTION
 JZ2504
 JZ2504'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1262 ***********************************************************************
 LB1262  DESIGNATION -  85.050
 LB1262  PID         -  LB1262
 LB1262  STATE/COUNTY-  IN/NEWTON
 LB1262  USGS QUAD   -  KENTLAND (1980)
 LB1262
 LB1262                         *CURRENT SURVEY CONTROL
 LB1262  ___________________________________________________________________
 LB1262* NAD 83(1986)-  40 51 42.     (N)    087 26 45.     (W)     SCALED    
 LB1262* NAVD 88     -       200.180  (meters)     656.76   (feet)  ADJUSTED  
 LB1262  ___________________________________________________________________
 LB1262  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LB1262  DYNAMIC HT  -         200.091 (meters)     656.47  (feet)  COMP
 LB1262  MODELED GRAV-     980,176.3   (mgal)                       NAVD 88
 LB1262
 LB1262  VERT ORDER  -  FIRST     CLASS II
 LB1262
 LB1262.The horizontal coordinates were scaled from a topographic map and have
 LB1262.an estimated accuracy of +/- 6 seconds.
 LB1262
 LB1262.The orthometric height was determined by differential leveling
 LB1262.and adjusted by the National Geodetic Survey in June 1991..
 LB1262
 LB1262.The geoid height was determined by GEOID03.
 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     -   623,260.      869,440.      MT  (+/- 180 meters Scaled)
 LB1262
 LB1262                          SUPERSEDED SURVEY CONTROL
 LB1262
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1262.See file dsdata.txt to determine how the superseded data were derived.
 LB1262
 LB1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL624234(NAD 83)
 LB1262_MARKER: X = CHISELED CROSS
 LB1262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1262_SP_SET: BRIDGE PARAPET
 LB1262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1262
 LB1262  HISTORY     - Date     Condition        Report By
 LB1262  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1262  HISTORY     - 1946     GOOD             NGS
 LB1262
 LB1262                          STATION DESCRIPTION
 LB1262
 LB1262'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1111 ***********************************************************************
 ME1111  DESIGNATION -  85.564
 ME1111  PID         -  ME1111
 ME1111  STATE/COUNTY-  IN/NEWTON
 ME1111  USGS QUAD   -  SCHNEIDER (1992)
 ME1111
 ME1111                         *CURRENT SURVEY CONTROL
 ME1111  ___________________________________________________________________
 ME1111* NAD 83(1986)-  41 07 38.     (N)    087 26 45.     (W)     SCALED    
 ME1111* NAVD 88     -       200.369  (meters)     657.38   (feet)  ADJUSTED  
 ME1111  ___________________________________________________________________
 ME1111  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 ME1111  DYNAMIC HT  -         200.284 (meters)     657.10  (feet)  COMP
 ME1111  MODELED GRAV-     980,195.4   (mgal)                       NAVD 88
 ME1111
 ME1111  VERT ORDER  -  FIRST     CLASS II
 ME1111
 ME1111.The horizontal coordinates were scaled from a topographic map and have
 ME1111.an estimated accuracy of +/- 6 seconds.
 ME1111
 ME1111.The orthometric height was determined by differential leveling
 ME1111.and adjusted by the National Geodetic Survey in June 1991..
 ME1111
 ME1111.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1111.See file dsdata.txt to determine how the superseded data were derived.
 ME1111
 ME1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL625529(NAD 83)
 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             NGS
 ME1111
 ME1111                          STATION DESCRIPTION
 ME1111
 ME1111'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1255 ***********************************************************************
 LB1255  DESIGNATION -  86.100
 LB1255  PID         -  LB1255
 LB1255  STATE/COUNTY-  IN/NEWTON
 LB1255  USGS QUAD   -  KENTLAND (1980)
 LB1255
 LB1255                         *CURRENT SURVEY CONTROL
 LB1255  ___________________________________________________________________
 LB1255* NAD 83(1986)-  40 48 18.     (N)    087 26 54.     (W)     SCALED    
 LB1255* NAVD 88     -       200.512  (meters)     657.85   (feet)  ADJUSTED  
 LB1255  ___________________________________________________________________
 LB1255  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 LB1255  DYNAMIC HT  -         200.422 (meters)     657.55  (feet)  COMP
 LB1255  MODELED GRAV-     980,169.5   (mgal)                       NAVD 88
 LB1255
 LB1255  VERT ORDER  -  FIRST     CLASS II
 LB1255
 LB1255.The horizontal coordinates were scaled from a topographic map and have
 LB1255.an estimated accuracy of +/- 6 seconds.
 LB1255
 LB1255.The orthometric height was determined by differential leveling
 LB1255.and adjusted by the National Geodetic Survey in June 1991..
 LB1255
 LB1255.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1255.See file dsdata.txt to determine how the superseded data were derived.
 LB1255
 LB1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL621172(NAD 83)
 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             NGS
 LB1255
 LB1255                          STATION DESCRIPTION
 LB1255
 LB1255'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0891 ***********************************************************************
 MD0891  DESIGNATION -  865.4 RM
 MD0891  PID         -  MD0891
 MD0891  STATE/COUNTY-  IN/WHITLEY
 MD0891  USGS QUAD   -  COLUMBIA CITY (1981)
 MD0891
 MD0891                         *CURRENT SURVEY CONTROL
 MD0891  ___________________________________________________________________
 MD0891* NAD 83(1986)-  41 11 59.     (N)    085 27 45.     (W)     SCALED    
 MD0891* NAVD 88     -       263.622  (meters)     864.90   (feet)  ADJUSTED  
 MD0891  ___________________________________________________________________
 MD0891  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 MD0891  DYNAMIC HT  -         263.521 (meters)     864.57  (feet)  COMP
 MD0891  MODELED GRAV-     980,232.5   (mgal)                       NAVD 88
 MD0891
 MD0891  VERT ORDER  -  SECOND    CLASS 0
 MD0891
 MD0891.The horizontal coordinates were scaled from a topographic map and have
 MD0891.an estimated accuracy of +/- 6 seconds.
 MD0891
 MD0891.The orthometric height was determined by differential leveling
 MD0891.and adjusted by the National Geodetic Survey in June 1991..
 MD0891
 MD0891.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0891.See file dsdata.txt to determine how the superseded data were derived.
 MD0891
 MD0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL289620(NAD 83)
 MD0891_MARKER: Q = CHISELED SQUARE
 MD0891_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0891_SP_SET: CULVERT
 MD0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0891
 MD0891  HISTORY     - Date     Condition        Report By
 MD0891  HISTORY     - UNK      MONUMENTED       USGS
 MD0891  HISTORY     - 1962     GOOD             NGS
 MD0891
 MD0891                          STATION DESCRIPTION
 MD0891
 MD0891'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1265 ***********************************************************************
 LB1265  DESIGNATION -  86.748
 LB1265  PID         -  LB1265
 LB1265  STATE/COUNTY-  IN/NEWTON
 LB1265  USGS QUAD   -  MOROCCO (1961)
 LB1265
 LB1265                         *CURRENT SURVEY CONTROL
 LB1265  ___________________________________________________________________
 LB1265* NAD 83(1986)-  40 52 54.     (N)    087 26 44.     (W)     SCALED    
 LB1265* NAVD 88     -       200.678  (meters)     658.39   (feet)  ADJUSTED  
 LB1265  ___________________________________________________________________
 LB1265  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LB1265  DYNAMIC HT  -         200.590 (meters)     658.10  (feet)  COMP
 LB1265  MODELED GRAV-     980,178.4   (mgal)                       NAVD 88
 LB1265
 LB1265  VERT ORDER  -  FIRST     CLASS II
 LB1265
 LB1265.The horizontal coordinates were scaled from a topographic map and have
 LB1265.an estimated accuracy of +/- 6 seconds.
 LB1265
 LB1265.The orthometric height was determined by differential leveling
 LB1265.and adjusted by the National Geodetic Survey in June 1991..
 LB1265
 LB1265.The geoid height was determined by GEOID03.
 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     -   625,480.      869,470.      MT  (+/- 180 meters Scaled)
 LB1265
 LB1265                          SUPERSEDED SURVEY CONTROL
 LB1265
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1265.See file dsdata.txt to determine how the superseded data were derived.
 LB1265
 LB1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL624257(NAD 83)
 LB1265_MARKER: X = CHISELED CROSS
 LB1265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1265_SP_SET: CULVERT
 LB1265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1265
 LB1265  HISTORY     - Date     Condition        Report By
 LB1265  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1265  HISTORY     - 1934     GOOD             NGS
 LB1265
 LB1265                          STATION DESCRIPTION
 LB1265
 LB1265'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0890 ***********************************************************************
 MD0890  DESIGNATION -  868 125 M
 MD0890  PID         -  MD0890
 MD0890  STATE/COUNTY-  IN/WHITLEY
 MD0890  USGS QUAD   -  COLUMBIA CITY (1981)
 MD0890
 MD0890                         *CURRENT SURVEY CONTROL
 MD0890  ___________________________________________________________________
 MD0890* NAD 83(1986)-  41 11 59.     (N)    085 27 45.     (W)     SCALED    
 MD0890* NAVD 88     -       264.394  (meters)     867.43   (feet)  ADJUSTED  
 MD0890  ___________________________________________________________________
 MD0890  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 MD0890  DYNAMIC HT  -         264.293 (meters)     867.10  (feet)  COMP
 MD0890  MODELED GRAV-     980,232.5   (mgal)                       NAVD 88
 MD0890
 MD0890  VERT ORDER  -  SECOND    CLASS 0
 MD0890
 MD0890.The horizontal coordinates were scaled from a topographic map and have
 MD0890.an estimated accuracy of +/- 6 seconds.
 MD0890
 MD0890.The orthometric height was determined by differential leveling
 MD0890.and adjusted by the National Geodetic Survey in June 1991..
 MD0890
 MD0890.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0890.See file dsdata.txt to determine how the superseded data were derived.
 MD0890
 MD0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL289620(NAD 83)
 MD0890_MARKER: DD = SURVEY DISK
 MD0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0890_STAMPING: 868 125 M 1945
 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             NGS
 MD0890  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0890
 MD0890                          STATION DESCRIPTION
 MD0890
 MD0890'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0135 ***********************************************************************
 JA0135  DESIGNATION -  87 CH USGS
 JA0135  PID         -  JA0135
 JA0135  STATE/COUNTY-  IN/LAWRENCE
 JA0135  USGS QUAD   -  BEDFORD EAST (1978)
 JA0135
 JA0135                         *CURRENT SURVEY CONTROL
 JA0135  ___________________________________________________________________
 JA0135* NAD 83(1986)-  38 51 48.     (N)    086 29 07.     (W)     SCALED    
 JA0135* NAVD 88     -       216.142  (meters)     709.13   (feet)  ADJUSTED  
 JA0135  ___________________________________________________________________
 JA0135  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JA0135  DYNAMIC HT  -         216.008 (meters)     708.69  (feet)  COMP
 JA0135  MODELED GRAV-     980,000.9   (mgal)                       NAVD 88
 JA0135
 JA0135  VERT ORDER  -  FIRST     CLASS II
 JA0135
 JA0135.The horizontal coordinates were scaled from a topographic map and have
 JA0135.an estimated accuracy of +/- 6 seconds.
 JA0135
 JA0135.The orthometric height was determined by differential leveling
 JA0135.and adjusted by the National Geodetic Survey in June 1991..
 JA0135
 JA0135.The geoid height was determined by GEOID03.
 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     -   401,500.      951,910.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0135.See file dsdata.txt to determine how the superseded data were derived.
 JA0135
 JA0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ446017(NAD 83)
 JA0135_MARKER: DD = SURVEY DISK
 JA0135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0135_SP_SET: BUILDING
 JA0135_STAMPING: 87 HC 709 1941
 JA0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0135
 JA0135  HISTORY     - Date     Condition        Report By
 JA0135  HISTORY     - 1941     MONUMENTED       CGS
 JA0135  HISTORY     - 1949     GOOD             NGS
 JA0135
 JA0135                          STATION DESCRIPTION
 JA0135
 JA0135'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1110 ***********************************************************************
 ME1110  DESIGNATION -  87.325
 ME1110  PID         -  ME1110
 ME1110  STATE/COUNTY-  IN/NEWTON
 ME1110  USGS QUAD   -  ENOS (1980)
 ME1110
 ME1110                         *CURRENT SURVEY CONTROL
 ME1110  ___________________________________________________________________
 ME1110* NAD 83(1986)-  41 07 06.     (N)    087 26 44.     (W)     SCALED    
 ME1110* NAVD 88     -       200.905  (meters)     659.14   (feet)  ADJUSTED  
 ME1110  ___________________________________________________________________
 ME1110  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 ME1110  DYNAMIC HT  -         200.820 (meters)     658.86  (feet)  COMP
 ME1110  MODELED GRAV-     980,194.9   (mgal)                       NAVD 88
 ME1110
 ME1110  VERT ORDER  -  FIRST     CLASS II
 ME1110
 ME1110.The horizontal coordinates were scaled from a topographic map and have
 ME1110.an estimated accuracy of +/- 6 seconds.
 ME1110
 ME1110.The orthometric height was determined by differential leveling
 ME1110.and adjusted by the National Geodetic Survey in June 1991..
 ME1110
 ME1110.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1110.See file dsdata.txt to determine how the superseded data were derived.
 ME1110
 ME1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL625519(NAD 83)
 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             NGS
 ME1110
 ME1110                          STATION DESCRIPTION
 ME1110
 ME1110'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0509 ***********************************************************************
 LB0509  DESIGNATION -  875.50
 LB0509  PID         -  LB0509
 LB0509  STATE/COUNTY-  IN/TIPTON
 LB0509  USGS QUAD   -  TIPTON (1980)
 LB0509
 LB0509                         *CURRENT SURVEY CONTROL
 LB0509  ___________________________________________________________________
 LB0509* NAD 83(1986)-  40 16 54.     (N)    086 02 27.     (W)     SCALED    
 LB0509* NAVD 88     -       267.114  (meters)     876.36   (feet)  ADJUSTED  
 LB0509  ___________________________________________________________________
 LB0509  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 LB0509  DYNAMIC HT  -         266.970 (meters)     875.88  (feet)  COMP
 LB0509  MODELED GRAV-     980,080.7   (mgal)                       NAVD 88
 LB0509
 LB0509  VERT ORDER  -  SECOND    CLASS 0
 LB0509
 LB0509.The horizontal coordinates were scaled from a topographic map and have
 LB0509.an estimated accuracy of +/- 6 seconds.
 LB0509
 LB0509.The orthometric height was determined by differential leveling
 LB0509.and adjusted by the National Geodetic Survey in June 1991..
 LB0509
 LB0509.The geoid height was determined by GEOID03.
 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     -   558,860.       68,180.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0509.See file dsdata.txt to determine how the superseded data were derived.
 LB0509
 LB0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK815594(NAD 83)
 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             NGS
 LB0509
 LB0509                          STATION DESCRIPTION
 LB0509
 LB0509'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1259 ***********************************************************************
 LB1259  DESIGNATION -  87.707
 LB1259  PID         -  LB1259
 LB1259  STATE/COUNTY-  IN/NEWTON
 LB1259  USGS QUAD   -  KENTLAND (1980)
 LB1259
 LB1259                         *CURRENT SURVEY CONTROL
 LB1259  ___________________________________________________________________
 LB1259* NAD 83(1986)-  40 50 53.     (N)    087 26 46.     (W)     SCALED    
 LB1259* NAVD 88     -       200.975  (meters)     659.37   (feet)  ADJUSTED  
 LB1259  ___________________________________________________________________
 LB1259  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 LB1259  DYNAMIC HT  -         200.886 (meters)     659.07  (feet)  COMP
 LB1259  MODELED GRAV-     980,174.8   (mgal)                       NAVD 88
 LB1259
 LB1259  VERT ORDER  -  FIRST     CLASS II
 LB1259
 LB1259.The horizontal coordinates were scaled from a topographic map and have
 LB1259.an estimated accuracy of +/- 6 seconds.
 LB1259
 LB1259.The orthometric height was determined by differential leveling
 LB1259.and adjusted by the National Geodetic Survey in June 1991..
 LB1259
 LB1259.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1259.See file dsdata.txt to determine how the superseded data were derived.
 LB1259
 LB1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL623219(NAD 83)
 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             NGS
 LB1259
 LB1259                          STATION DESCRIPTION
 LB1259
 LB1259'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1264 ***********************************************************************
 LB1264  DESIGNATION -  87.742
 LB1264  PID         -  LB1264
 LB1264  STATE/COUNTY-  IN/NEWTON
 LB1264  USGS QUAD   -  MOROCCO (1961)
 LB1264
 LB1264                         *CURRENT SURVEY CONTROL
 LB1264  ___________________________________________________________________
 LB1264* NAD 83(1986)-  40 52 35.     (N)    087 26 45.     (W)     SCALED    
 LB1264* NAVD 88     -       200.994  (meters)     659.43   (feet)  ADJUSTED  
 LB1264  ___________________________________________________________________
 LB1264  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LB1264  DYNAMIC HT  -         200.905 (meters)     659.14  (feet)  COMP
 LB1264  MODELED GRAV-     980,177.9   (mgal)                       NAVD 88
 LB1264
 LB1264  VERT ORDER  -  FIRST     CLASS II
 LB1264
 LB1264.The horizontal coordinates were scaled from a topographic map and have
 LB1264.an estimated accuracy of +/- 6 seconds.
 LB1264
 LB1264.The orthometric height was determined by differential leveling
 LB1264.and adjusted by the National Geodetic Survey in June 1991..
 LB1264
 LB1264.The geoid height was determined by GEOID03.
 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     -   624,900.      869,450.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1264.See file dsdata.txt to determine how the superseded data were derived.
 LB1264
 LB1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL624251(NAD 83)
 LB1264_MARKER: X = CHISELED CROSS
 LB1264_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1264_SP_SET: BRIDGE ABUTMENT
 LB1264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1264
 LB1264  HISTORY     - Date     Condition        Report By
 LB1264  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1264  HISTORY     - 1946     GOOD             NGS
 LB1264
 LB1264                          STATION DESCRIPTION
 LB1264
 LB1264'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0395 ***********************************************************************
 KA0395  DESIGNATION -  880
 KA0395  PID         -  KA0395
 KA0395  STATE/COUNTY-  IN/GREENE
 KA0395  USGS QUAD   -  STANFORD (1990)
 KA0395
 KA0395                         *CURRENT SURVEY CONTROL
 KA0395  ___________________________________________________________________
 KA0395* NAD 83(1986)-  39 00 52.     (N)    086 43 26.     (W)     SCALED    
 KA0395* NAVD 88     -       268.027  (meters)     879.35   (feet)  ADJUSTED  
 KA0395  ___________________________________________________________________
 KA0395  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KA0395  DYNAMIC HT  -         267.859 (meters)     878.80  (feet)  COMP
 KA0395  MODELED GRAV-     979,993.6   (mgal)                       NAVD 88
 KA0395
 KA0395  VERT ORDER  -  FIRST     CLASS II
 KA0395
 KA0395.The horizontal coordinates were scaled from a topographic map and have
 KA0395.an estimated accuracy of +/- 6 seconds.
 KA0395
 KA0395.The orthometric height was determined by differential leveling
 KA0395.and adjusted by the National Geodetic Survey in June 1991..
 KA0395
 KA0395.The geoid height was determined by GEOID03.
 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     -   418,160.      931,130.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0395.See file dsdata.txt to determine how the superseded data were derived.
 KA0395
 KA0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ239184(NAD 83)
 KA0395_MARKER: P = PIPE CAP
 KA0395_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KA0395_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KA0395_STAMPING: PRIM TRAV STA NO 7 880
 KA0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0395
 KA0395  HISTORY     - Date     Condition        Report By
 KA0395  HISTORY     - UNK      MONUMENTED       USGS
 KA0395  HISTORY     - 1949     GOOD             NGS
 KA0395
 KA0395                          STATION DESCRIPTION
 KA0395
 KA0395'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0944 ***********************************************************************
 MD0944  DESIGNATION -  880 130 M
 MD0944  PID         -  MD0944
 MD0944  STATE/COUNTY-  IN/WHITLEY
 MD0944  USGS QUAD   -  EGE (1965)
 MD0944
 MD0944                         *CURRENT SURVEY CONTROL
 MD0944  ___________________________________________________________________
 MD0944* NAD 83(1986)-  41 15 25.     (N)    085 21 59.     (W)     SCALED    
 MD0944* NAVD 88     -       268.052  (meters)     879.43   (feet)  ADJUSTED  
 MD0944  ___________________________________________________________________
 MD0944  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 MD0944  DYNAMIC HT  -         267.949 (meters)     879.10  (feet)  COMP
 MD0944  MODELED GRAV-     980,234.9   (mgal)                       NAVD 88
 MD0944
 MD0944  VERT ORDER  -  SECOND    CLASS 0
 MD0944
 MD0944.The horizontal coordinates were scaled from a topographic map and have
 MD0944.an estimated accuracy of +/- 6 seconds.
 MD0944
 MD0944.The orthometric height was determined by differential leveling
 MD0944.and adjusted by the National Geodetic Survey in June 1991..
 MD0944
 MD0944.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD0944
 MD0944  NGVD 29 (??/??/92)  268.20   (m)          879.9    (f) COMPUTED    2 0
 MD0944
 MD0944.Superseded values are not recommended for survey control.
 MD0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0944.See file dsdata.txt to determine how the superseded data were derived.
 MD0944
 MD0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL368685(NAD 83)
 MD0944_MARKER: DD = SURVEY DISK
 MD0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0944_STAMPING: 880 130M 1945
 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             NGS
 MD0944
 MD0944                          STATION DESCRIPTION
 MD0944
 MD0944'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0197 ***********************************************************************
 JA0197  DESIGNATION -  880 USGS
 JA0197  PID         -  JA0197
 JA0197  STATE/COUNTY-  IN/WASHINGTON
 JA0197  USGS QUAD   -  SMEDLEY (1994)
 JA0197
 JA0197                         *CURRENT SURVEY CONTROL
 JA0197  ___________________________________________________________________
 JA0197* NAD 83(1986)-  38 38 19.     (N)    086 10 21.     (W)     SCALED    
 JA0197* NAVD 88     -       267.990  (meters)     879.23   (feet)  ADJUSTED  
 JA0197  ___________________________________________________________________
 JA0197  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JA0197  DYNAMIC HT  -         267.812 (meters)     878.65  (feet)  COMP
 JA0197  MODELED GRAV-     979,958.1   (mgal)                       NAVD 88
 JA0197
 JA0197  VERT ORDER  -  FIRST     CLASS II
 JA0197
 JA0197.The horizontal coordinates were scaled from a topographic map and have
 JA0197.an estimated accuracy of +/- 6 seconds.
 JA0197
 JA0197.The orthometric height was determined by differential leveling
 JA0197.and adjusted by the National Geodetic Survey in June 1991..
 JA0197
 JA0197.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0197.See file dsdata.txt to determine how the superseded data were derived.
 JA0197
 JA0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH720769(NAD 83)
 JA0197_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA0197_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0197_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA0197_STAMPING: 880
 JA0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0197
 JA0197  HISTORY     - Date     Condition        Report By
 JA0197  HISTORY     - UNK      MONUMENTED       USGS
 JA0197  HISTORY     - 1949     GOOD             NGS
 JA0197
 JA0197                          STATION DESCRIPTION
 JA0197
 JA0197'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0192 ***********************************************************************
 JA0192  DESIGNATION -  886 USGS
 JA0192  PID         -  JA0192
 JA0192  STATE/COUNTY-  IN/WASHINGTON
 JA0192  USGS QUAD   -  SMEDLEY (1994)
 JA0192
 JA0192                         *CURRENT SURVEY CONTROL
 JA0192  ___________________________________________________________________
 JA0192* NAD 83(1986)-  38 37 58.     (N)    086 12 06.     (W)     SCALED    
 JA0192* NAVD 88     -       269.715  (meters)     884.89   (feet)  ADJUSTED  
 JA0192  ___________________________________________________________________
 JA0192  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JA0192  DYNAMIC HT  -         269.536 (meters)     884.30  (feet)  COMP
 JA0192  MODELED GRAV-     979,958.1   (mgal)                       NAVD 88
 JA0192
 JA0192  VERT ORDER  -  FIRST     CLASS II
 JA0192
 JA0192.The horizontal coordinates were scaled from a topographic map and have
 JA0192.an estimated accuracy of +/- 6 seconds.
 JA0192
 JA0192.The orthometric height was determined by differential leveling
 JA0192.and adjusted by the National Geodetic Survey in June 1991..
 JA0192
 JA0192.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0192.See file dsdata.txt to determine how the superseded data were derived.
 JA0192
 JA0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH694763(NAD 83)
 JA0192_MARKER: DD = SURVEY DISK
 JA0192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0192_SP_SET: CULVERT
 JA0192_STAMPING: 886
 JA0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0192
 JA0192  HISTORY     - Date     Condition        Report By
 JA0192  HISTORY     - UNK      MONUMENTED       USGS
 JA0192  HISTORY     - 1949     GOOD             NGS
 JA0192
 JA0192                          STATION DESCRIPTION
 JA0192
 JA0192'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1266 ***********************************************************************
 LB1266  DESIGNATION -  88.780
 LB1266  PID         -  LB1266
 LB1266  STATE/COUNTY-  IN/NEWTON
 LB1266  USGS QUAD   -  MOROCCO (1961)
 LB1266
 LB1266                         *CURRENT SURVEY CONTROL
 LB1266  ___________________________________________________________________
 LB1266* NAD 83(1986)-  40 53 05.     (N)    087 26 43.     (W)     SCALED    
 LB1266* NAVD 88     -       201.327  (meters)     660.52   (feet)  ADJUSTED  
 LB1266  ___________________________________________________________________
 LB1266  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LB1266  DYNAMIC HT  -         201.238 (meters)     660.23  (feet)  COMP
 LB1266  MODELED GRAV-     980,178.7   (mgal)                       NAVD 88
 LB1266
 LB1266  VERT ORDER  -  FIRST     CLASS II
 LB1266
 LB1266.The horizontal coordinates were scaled from a topographic map and have
 LB1266.an estimated accuracy of +/- 6 seconds.
 LB1266
 LB1266.The orthometric height was determined by differential leveling
 LB1266.and adjusted by the National Geodetic Survey in June 1991..
 LB1266
 LB1266.The geoid height was determined by GEOID03.
 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     -   625,820.      869,500.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1266.See file dsdata.txt to determine how the superseded data were derived.
 LB1266
 LB1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL624260(NAD 83)
 LB1266_MARKER: X = CHISELED CROSS
 LB1266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1266_SP_SET: CULVERT
 LB1266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1266
 LB1266  HISTORY     - Date     Condition        Report By
 LB1266  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1266  HISTORY     - 1934     GOOD             NGS
 LB1266
 LB1266                          STATION DESCRIPTION
 LB1266
 LB1266'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ2039 ***********************************************************************
 HZ2039  DESIGNATION -  888
 HZ2039  PID         -  HZ2039
 HZ2039  STATE/COUNTY-  IN/CLARK
 HZ2039  USGS QUAD   -  BETHLEHEM (1993)
 HZ2039
 HZ2039                         *CURRENT SURVEY CONTROL
 HZ2039  ___________________________________________________________________
 HZ2039* NAD 83(1997)-  38 31 50.57651(N)    085 25 45.00021(W)     ADJUSTED  
 HZ2039* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 HZ2039  ___________________________________________________________________
 HZ2039  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 HZ2039  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 HZ2039
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2039
 HZ2039.The geoid height was determined by GEOID03.
 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     -   0.99998287  x   0.99997195  =   0.99995482
 HZ2039!SPC KY1Z     -   0.99998287  x   0.99997006  =   0.99995293
 HZ2039!SPC KY N     -   0.99998287  x   0.99996269  =   0.99994556
 HZ2039!UTM  16      -   0.99998287  x   0.99983086  =   0.99981373
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2039.See file dsdata.txt to determine how the superseded data were derived.
 HZ2039
 HZ2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3691965871(NAD 83)
 HZ2039_MARKER: P = PIPE CAP
 HZ2039_SETTING: 0 = UNSPECIFIED SETTING
 HZ2039
 HZ2039  HISTORY     - Date     Condition        Report By
 HZ2039  HISTORY     - 1947     MONUMENTED       USE
 HZ2039
 HZ2039                          STATION DESCRIPTION
 HZ2039
 HZ2039'DESCRIBED BY US 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 = OCTOBER  6, 2006
 JZ1256 ***********************************************************************
 JZ1256  DESIGNATION -  892
 JZ1256  PID         -  JZ1256
 JZ1256  STATE/COUNTY-  IN/UNION
 JZ1256  USGS QUAD   -  LIBERTY (1974)
 JZ1256
 JZ1256                         *CURRENT SURVEY CONTROL
 JZ1256  ___________________________________________________________________
 JZ1256* NAD 83(1986)-  39 39 08.     (N)    084 58 19.     (W)     SCALED    
 JZ1256* NAVD 88     -       271.74   (+/-2cm)     891.5    (feet)  VERTCON   
 JZ1256  ___________________________________________________________________
 JZ1256  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JZ1256
 JZ1256  VERT ORDER  -  ? (See Below)
 JZ1256
 JZ1256.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ1256
 JZ1256.The geoid height was determined by GEOID03.
 JZ1256
 JZ1256;                    North         East    Units  Estimated Accuracy
 JZ1256;SPC IN E     -   489,140.      159,620.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1256.See file dsdata.txt to determine how the superseded data were derived.
 JZ1256
 JZ1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ739911(NAD 83)
 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             NGS
 JZ1256
 JZ1256                          STATION DESCRIPTION
 JZ1256
 JZ1256'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1109 ***********************************************************************
 ME1109  DESIGNATION -  89.411
 ME1109  PID         -  ME1109
 ME1109  STATE/COUNTY-  IN/NEWTON
 ME1109  USGS QUAD   -  ENOS (1980)
 ME1109
 ME1109                         *CURRENT SURVEY CONTROL
 ME1109  ___________________________________________________________________
 ME1109* NAD 83(1986)-  41 06 55.     (N)    087 26 45.     (W)     SCALED    
 ME1109* NAVD 88     -       201.414  (meters)     660.81   (feet)  ADJUSTED  
 ME1109  ___________________________________________________________________
 ME1109  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 ME1109  DYNAMIC HT  -         201.328 (meters)     660.52  (feet)  COMP
 ME1109  MODELED GRAV-     980,194.7   (mgal)                       NAVD 88
 ME1109
 ME1109  VERT ORDER  -  FIRST     CLASS II
 ME1109
 ME1109.The horizontal coordinates were scaled from a topographic map and have
 ME1109.an estimated accuracy of +/- 6 seconds.
 ME1109
 ME1109.The orthometric height was determined by differential leveling
 ME1109.and adjusted by the National Geodetic Survey in June 1991..
 ME1109
 ME1109.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1109.See file dsdata.txt to determine how the superseded data were derived.
 ME1109
 ME1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL625516(NAD 83)
 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             NGS
 ME1109
 ME1109                          STATION DESCRIPTION
 ME1109
 ME1109'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1165 ***********************************************************************
 ME1165  DESIGNATION -  89.815
 ME1165  PID         -  ME1165
 ME1165  STATE/COUNTY-  IN/LAKE
 ME1165  USGS QUAD   -  ST JOHN (1992)
 ME1165
 ME1165                         *CURRENT SURVEY CONTROL
 ME1165  ___________________________________________________________________
 ME1165* NAD 83(1986)-  41 28 43.     (N)    087 27 57.     (W)     SCALED    
 ME1165* NAVD 88     -       201.743  (meters)     661.89   (feet)  ADJUSTED  
 ME1165  ___________________________________________________________________
 ME1165  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 ME1165  DYNAMIC HT  -         201.664 (meters)     661.63  (feet)  COMP
 ME1165  MODELED GRAV-     980,227.9   (mgal)                       NAVD 88
 ME1165
 ME1165  VERT ORDER  -  FIRST     CLASS II
 ME1165
 ME1165.The horizontal coordinates were scaled from a topographic map and have
 ME1165.an estimated accuracy of +/- 6 seconds.
 ME1165
 ME1165.The orthometric height was determined by differential leveling
 ME1165.and adjusted by the National Geodetic Survey in June 1991..
 ME1165
 ME1165.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1165.See file dsdata.txt to determine how the superseded data were derived.
 ME1165
 ME1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL611919(NAD 83)
 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             NGS
 ME1165
 ME1165                          STATION DESCRIPTION
 ME1165
 ME1165'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0715 ***********************************************************************
 KA0715  DESIGNATION -  9 M
 KA0715  PID         -  KA0715
 KA0715  STATE/COUNTY-  IN/MONTGOMERY
 KA0715  USGS QUAD   -  NEW MARKET (1980)
 KA0715
 KA0715                         *CURRENT SURVEY CONTROL
 KA0715  ___________________________________________________________________
 KA0715* NAD 83(1986)-  39 55 24.     (N)    086 59 50.     (W)     SCALED    
 KA0715* NAVD 88     -       244.186  (meters)     801.13   (feet)  ADJUSTED  
 KA0715  ___________________________________________________________________
 KA0715  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KA0715  DYNAMIC HT  -         244.052 (meters)     800.69  (feet)  COMP
 KA0715  MODELED GRAV-     980,071.1   (mgal)                       NAVD 88
 KA0715
 KA0715  VERT ORDER  -  SECOND    CLASS 0
 KA0715
 KA0715.The horizontal coordinates were scaled from a topographic map and have
 KA0715.an estimated accuracy of +/- 6 seconds.
 KA0715
 KA0715.The orthometric height was determined by differential leveling
 KA0715.and adjusted by the National Geodetic Survey in June 1991..
 KA0715
 KA0715.The geoid height was determined by GEOID03.
 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     -   519,010.      907,360.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0715.See file dsdata.txt to determine how the superseded data were derived.
 KA0715
 KA0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK002192(NAD 83)
 KA0715_MARKER: DD = SURVEY DISK
 KA0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0715_STAMPING: 801 9 M 1946
 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             NGS
 KA0715
 KA0715                          STATION DESCRIPTION
 KA0715
 KA0715'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME2153 ***********************************************************************
 ME2153  DESIGNATION -  908 7038 1
 ME2153  PID         -  ME2153
 ME2153  STATE/COUNTY-  IN/LA PORTE
 ME2153  USGS QUAD   -  MICHIGAN CITY WEST (1980)
 ME2153
 ME2153                         *CURRENT SURVEY CONTROL
 ME2153  ___________________________________________________________________
 ME2153* NAD 83(1986)-  41 43 22.     (N)    086 54 21.     (W)     SCALED    
 ME2153* NAVD 88     -       182.661  (meters)     599.28   (feet)  ADJUSTED  
 ME2153  ___________________________________________________________________
 ME2153  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME2153  DYNAMIC HT  -         182.595 (meters)     599.06  (feet)  COMP
 ME2153  MODELED GRAV-     980,256.8   (mgal)                       NAVD 88
 ME2153
 ME2153  VERT ORDER  -  FIRST     CLASS II
 ME2153
 ME2153.The horizontal coordinates were scaled from a topographic map and have
 ME2153.an estimated accuracy of +/- 6 seconds.
 ME2153
 ME2153.The orthometric height was determined by differential leveling
 ME2153.and adjusted by the National Geodetic Survey in June 1991..
 ME2153
 ME2153.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2153.See file dsdata.txt to determine how the superseded data were derived.
 ME2153
 ME2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM078190(NAD 83)
 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       USE
 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 = OCTOBER  6, 2006
 ME2156 ***********************************************************************
 ME2156  DESIGNATION -  908 7038 BREAKER
 ME2156  PID         -  ME2156
 ME2156  STATE/COUNTY-  IN/LA PORTE
 ME2156  USGS QUAD   -  MICHIGAN CITY WEST (1980)
 ME2156
 ME2156                         *CURRENT SURVEY CONTROL
 ME2156  ___________________________________________________________________
 ME2156* NAD 83(1986)-  41 43 14.     (N)    086 54 31.     (W)     SCALED    
 ME2156* NAVD 88     -       185.631  (meters)     609.02   (feet)  ADJUSTED  
 ME2156  ___________________________________________________________________
 ME2156  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME2156  DYNAMIC HT  -         185.563 (meters)     608.80  (feet)  COMP
 ME2156  MODELED GRAV-     980,256.9   (mgal)                       NAVD 88
 ME2156
 ME2156  VERT ORDER  -  FIRST     CLASS II
 ME2156
 ME2156.The horizontal coordinates were scaled from a topographic map and have
 ME2156.an estimated accuracy of +/- 6 seconds.
 ME2156
 ME2156.The orthometric height was determined by differential leveling
 ME2156.and adjusted by the National Geodetic Survey in June 1991..
 ME2156
 ME2156.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2156.See file dsdata.txt to determine how the superseded data were derived.
 ME2156
 ME2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM076187(NAD 83)
 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 = OCTOBER  6, 2006
 ME2155 ***********************************************************************
 ME2155  DESIGNATION -  908 7038 DEPOT
 ME2155  PID         -  ME2155
 ME2155  STATE/COUNTY-  IN/LA PORTE
 ME2155  USGS QUAD   -  MICHIGAN CITY WEST (1980)
 ME2155
 ME2155                         *CURRENT SURVEY CONTROL
 ME2155  ___________________________________________________________________
 ME2155* NAD 83(1986)-  41 43 15.     (N)    086 54 21.     (W)     SCALED    
 ME2155* NAVD 88     -       183.930  (meters)     603.44   (feet)  ADJUSTED  
 ME2155  ___________________________________________________________________
 ME2155  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME2155  DYNAMIC HT  -         183.863 (meters)     603.22  (feet)  COMP
 ME2155  MODELED GRAV-     980,256.5   (mgal)                       NAVD 88
 ME2155
 ME2155  VERT ORDER  -  FIRST     CLASS II
 ME2155
 ME2155.The horizontal coordinates were scaled from a topographic map and have
 ME2155.an estimated accuracy of +/- 6 seconds.
 ME2155
 ME2155.The orthometric height was determined by differential leveling
 ME2155.and adjusted by the National Geodetic Survey in June 1991..
 ME2155
 ME2155.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2155.See file dsdata.txt to determine how the superseded data were derived.
 ME2155
 ME2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM078187(NAD 83)
 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 = OCTOBER  6, 2006
 ME2152 ***********************************************************************
 ME2152  DESIGNATION -  908 7038 GAR
 ME2152  PID         -  ME2152
 ME2152  STATE/COUNTY-  IN/LA PORTE
 ME2152  USGS QUAD   -  MICHIGAN CITY WEST (1980)
 ME2152
 ME2152                         *CURRENT SURVEY CONTROL
 ME2152  ___________________________________________________________________
 ME2152* NAD 83(1986)-  41 43 24.     (N)    086 54 18.     (W)     SCALED    
 ME2152* NAVD 88     -       180.973  (meters)     593.74   (feet)  ADJUSTED  
 ME2152  ___________________________________________________________________
 ME2152  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME2152  DYNAMIC HT  -         180.907 (meters)     593.53  (feet)  COMP
 ME2152  MODELED GRAV-     980,256.7   (mgal)                       NAVD 88
 ME2152
 ME2152  VERT ORDER  -  FIRST     CLASS II
 ME2152
 ME2152.The horizontal coordinates were scaled from a topographic map and have
 ME2152.an estimated accuracy of +/- 6 seconds.
 ME2152
 ME2152.The orthometric height was determined by differential leveling
 ME2152.and adjusted by the National Geodetic Survey in June 1991..
 ME2152
 ME2152.The geoid height was determined by GEOID03.
 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     -   718,910.      914,840.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2152.See file dsdata.txt to determine how the superseded data were derived.
 ME2152
 ME2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM079190(NAD 83)
 ME2152_MARKER: Z = SEE DESCRIPTION
 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_MARK LOGO: NONE  
 ME2152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2152+STABILITY: SURFACE MOTION
 ME2152
 ME2152  HISTORY     - Date     Condition        Report By
 ME2152  HISTORY     - UNK      MONUMENTED       LOCENG
 ME2152  HISTORY     - 1985     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2159 ***********************************************************************
 ME2159  DESIGNATION -  908 7038 INTAKE
 ME2159  PID         -  ME2159
 ME2159  STATE/COUNTY-  IN/LA PORTE
 ME2159  USGS QUAD   -  MICHIGAN CITY WEST (1980)
 ME2159
 ME2159                         *CURRENT SURVEY CONTROL
 ME2159  ___________________________________________________________________
 ME2159* NAD 83(1986)-  41 43 18.     (N)    086 54 29.     (W)     SCALED    
 ME2159* NAVD 88     -       178.837  (meters)     586.73   (feet)  ADJUSTED  
 ME2159  ___________________________________________________________________
 ME2159  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME2159  DYNAMIC HT  -         178.773 (meters)     586.52  (feet)  COMP
 ME2159  MODELED GRAV-     980,257.0   (mgal)                       NAVD 88
 ME2159
 ME2159  VERT ORDER  -  FIRST     CLASS II
 ME2159
 ME2159.The horizontal coordinates were scaled from a topographic map and have
 ME2159.an estimated accuracy of +/- 6 seconds.
 ME2159
 ME2159.The orthometric height was determined by differential leveling
 ME2159.and adjusted by the National Geodetic Survey in June 1991..
 ME2159
 ME2159.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2159.See file dsdata.txt to determine how the superseded data were derived.
 ME2159
 ME2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM076188(NAD 83)
 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 = OCTOBER  6, 2006
 ME2158 ***********************************************************************
 ME2158  DESIGNATION -  908 7038 NIPS A
 ME2158  PID         -  ME2158
 ME2158  STATE/COUNTY-  IN/LA PORTE
 ME2158  USGS QUAD   -  MICHIGAN CITY WEST (1980)
 ME2158
 ME2158                         *CURRENT SURVEY CONTROL
 ME2158  ___________________________________________________________________
 ME2158* NAD 83(1986)-  41 43 19.     (N)    086 54 30.     (W)     SCALED    
 ME2158* NAVD 88     -       180.503  (meters)     592.20   (feet)  ADJUSTED  
 ME2158  ___________________________________________________________________
 ME2158  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME2158  DYNAMIC HT  -         180.438 (meters)     591.99  (feet)  COMP
 ME2158  MODELED GRAV-     980,257.1   (mgal)                       NAVD 88
 ME2158
 ME2158  VERT ORDER  -  FIRST     CLASS II
 ME2158
 ME2158.The horizontal coordinates were scaled from a topographic map and have
 ME2158.an estimated accuracy of +/- 6 seconds.
 ME2158
 ME2158.The orthometric height was determined by differential leveling
 ME2158.and adjusted by the National Geodetic Survey in June 1991..
 ME2158
 ME2158.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2158.See file dsdata.txt to determine how the superseded data were derived.
 ME2158
 ME2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM076189(NAD 83)
 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 = OCTOBER  6, 2006
 ME2157 ***********************************************************************
 ME2157  DESIGNATION -  908 7038 WALL
 ME2157  PID         -  ME2157
 ME2157  STATE/COUNTY-  IN/LA PORTE
 ME2157  USGS QUAD   -  MICHIGAN CITY WEST (1980)
 ME2157
 ME2157                         *CURRENT SURVEY CONTROL
 ME2157  ___________________________________________________________________
 ME2157* NAD 83(1986)-  41 43 18.     (N)    086 54 30.     (W)     SCALED    
 ME2157* NAVD 88     -       183.074  (meters)     600.64   (feet)  ADJUSTED  
 ME2157  ___________________________________________________________________
 ME2157  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME2157  DYNAMIC HT  -         183.008 (meters)     600.42  (feet)  COMP
 ME2157  MODELED GRAV-     980,257.0   (mgal)                       NAVD 88
 ME2157
 ME2157  VERT ORDER  -  FIRST     CLASS II
 ME2157
 ME2157.The horizontal coordinates were scaled from a topographic map and have
 ME2157.an estimated accuracy of +/- 6 seconds.
 ME2157
 ME2157.The orthometric height was determined by differential leveling
 ME2157.and adjusted by the National Geodetic Survey in June 1991..
 ME2157
 ME2157.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2157.See file dsdata.txt to determine how the superseded data were derived.
 ME2157
 ME2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM076188(NAD 83)
 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 = OCTOBER  6, 2006
 ME2154 ***********************************************************************
 ME2154  DESIGNATION -  908 7038 WL 238
 ME2154  PID         -  ME2154
 ME2154  STATE/COUNTY-  IN/LA PORTE
 ME2154  USGS QUAD   -  MICHIGAN CITY WEST (1980)
 ME2154
 ME2154                         *CURRENT SURVEY CONTROL
 ME2154  ___________________________________________________________________
 ME2154* NAD 83(1986)-  41 43 21.     (N)    086 54 21.     (W)     SCALED    
 ME2154* NAVD 88     -       181.457  (meters)     595.33   (feet)  ADJUSTED  
 ME2154  ___________________________________________________________________
 ME2154  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME2154  DYNAMIC HT  -         181.391 (meters)     595.11  (feet)  COMP
 ME2154  MODELED GRAV-     980,256.7   (mgal)                       NAVD 88
 ME2154
 ME2154  VERT ORDER  -  FIRST     CLASS II
 ME2154
 ME2154.The horizontal coordinates were scaled from a topographic map and have
 ME2154.an estimated accuracy of +/- 6 seconds.
 ME2154
 ME2154.The orthometric height was determined by differential leveling
 ME2154.and adjusted by the National Geodetic Survey in June 1991..
 ME2154
 ME2154.The geoid height was determined by GEOID03.
 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     -   718,810.      914,770.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2154.See file dsdata.txt to determine how the superseded data were derived.
 ME2154
 ME2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM078189(NAD 83)
 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 1935
 ME2154_MARK LOGO: USLS  
 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 - August 11, 2006
 ME2154
 ME2154  HISTORY     - Date     Condition        Report By
 ME2154  HISTORY     - 1935     MONUMENTED       USLS
 ME2154  HISTORY     - 1985     GOOD             NGS
 ME2154  HISTORY     - 20060811 GOOD             GEOCAC
 ME2154
 ME2154                          STATION DESCRIPTION
 ME2154
 ME2154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2154'IN MICHIGAN CITY.
 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.
 ME2154'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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2136 ***********************************************************************
 ME2136  DESIGNATION -  908 7039 BURNS
 ME2136  PID         -  ME2136
 ME2136  STATE/COUNTY-  IN/PORTER
 ME2136  USGS QUAD   -  OGDEN DUNES (1991)
 ME2136
 ME2136                         *CURRENT SURVEY CONTROL
 ME2136  ___________________________________________________________________
 ME2136* NAD 83(1986)-  41 37 55.     (N)    087 10 34.     (W)     SCALED    
 ME2136* NAVD 88     -       183.742  (meters)     602.83   (feet)  ADJUSTED  
 ME2136  ___________________________________________________________________
 ME2136  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME2136  DYNAMIC HT  -         183.675 (meters)     602.61  (feet)  COMP
 ME2136  MODELED GRAV-     980,257.1   (mgal)                       NAVD 88
 ME2136
 ME2136  VERT ORDER  -  FIRST     CLASS II
 ME2136
 ME2136.The horizontal coordinates were scaled from a topographic map and have
 ME2136.an estimated accuracy of +/- 6 seconds.
 ME2136
 ME2136.The orthometric height was determined by differential leveling
 ME2136.and adjusted by the National Geodetic Survey in June 1991..
 ME2136
 ME2136.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2136
 ME2136  NGVD 29 (01/19/93)  183.836  (m)          603.14   (f) ADJUSTED    1 2
 ME2136
 ME2136.Superseded values are not recommended for survey control.
 ME2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2136.See file dsdata.txt to determine how the superseded data were derived.
 ME2136
 ME2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM853089(NAD 83)
 ME2136_MARKER: DJ = TIDAL STATION 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: USLS  
 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 = OCTOBER  6, 2006
 ME2137 ***********************************************************************
 ME2137  DESIGNATION -  908 7039 DITCH
 ME2137  PID         -  ME2137
 ME2137  STATE/COUNTY-  IN/PORTER
 ME2137  USGS QUAD   -  OGDEN DUNES (1991)
 ME2137
 ME2137                         *CURRENT SURVEY CONTROL
 ME2137  ___________________________________________________________________
 ME2137* NAD 83(1986)-  41 37 55.     (N)    087 10 34.     (W)     SCALED    
 ME2137* NAVD 88     -       179.051  (meters)     587.44   (feet)  ADJUSTED  
 ME2137  ___________________________________________________________________
 ME2137  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME2137  DYNAMIC HT  -         178.986 (meters)     587.22  (feet)  COMP
 ME2137  MODELED GRAV-     980,257.1   (mgal)                       NAVD 88
 ME2137
 ME2137  VERT ORDER  -  FIRST     CLASS II
 ME2137
 ME2137.The horizontal coordinates were scaled from a topographic map and have
 ME2137.an estimated accuracy of +/- 6 seconds.
 ME2137
 ME2137.The orthometric height was determined by differential leveling
 ME2137.and adjusted by the National Geodetic Survey in June 1991..
 ME2137
 ME2137.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2137
 ME2137  NGVD 29 (01/19/93)  179.145  (m)          587.74   (f) ADJUSTED    1 2
 ME2137
 ME2137.Superseded values are not recommended for survey control.
 ME2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2137.See file dsdata.txt to determine how the superseded data were derived.
 ME2137
 ME2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM853089(NAD 83)
 ME2137_MARKER: Q = CHISELED SQUARE
 ME2137_SETTING: 33 = SET IN A PILE OR POLE (E.G., SPIKE IN UTILITY POLE)
 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 = OCTOBER  6, 2006
 ME2134 ***********************************************************************
 ME2134  DESIGNATION -  908 7039 E
 ME2134  PID         -  ME2134
 ME2134  STATE/COUNTY-  IN/PORTER
 ME2134  USGS QUAD   -  OGDEN DUNES (1991)
 ME2134
 ME2134                         *CURRENT SURVEY CONTROL
 ME2134  ___________________________________________________________________
 ME2134* NAD 83(1986)-  41 37 53.     (N)    087 10 26.     (W)     SCALED    
 ME2134* NAVD 88     -       184.788  (meters)     606.26   (feet)  ADJUSTED  
 ME2134  ___________________________________________________________________
 ME2134  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME2134  DYNAMIC HT  -         184.721 (meters)     606.04  (feet)  COMP
 ME2134  MODELED GRAV-     980,257.0   (mgal)                       NAVD 88
 ME2134
 ME2134  VERT ORDER  -  FIRST     CLASS II
 ME2134
 ME2134.The horizontal coordinates were scaled from a topographic map and have
 ME2134.an estimated accuracy of +/- 6 seconds.
 ME2134
 ME2134.The orthometric height was determined by differential leveling
 ME2134.and adjusted by the National Geodetic Survey in June 1991..
 ME2134
 ME2134.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2134
 ME2134  NGVD 29 (01/19/93)  184.883  (m)          606.57   (f) ADJUSTED    1 2
 ME2134
 ME2134.Superseded values are not recommended for survey control.
 ME2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2134.See file dsdata.txt to determine how the superseded data were derived.
 ME2134
 ME2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM855088(NAD 83)
 ME2134_MARKER: DJ = TIDAL STATION 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 = OCTOBER  6, 2006
 ME2133 ***********************************************************************
 ME2133  DESIGNATION -  908 7039 MILL
 ME2133  PID         -  ME2133
 ME2133  STATE/COUNTY-  IN/PORTER
 ME2133  USGS QUAD   -  OGDEN DUNES (1991)
 ME2133
 ME2133                         *CURRENT SURVEY CONTROL
 ME2133  ___________________________________________________________________
 ME2133* NAD 83(1986)-  41 37 51.     (N)    087 10 26.     (W)     SCALED    
 ME2133* NAVD 88     -       184.476  (meters)     605.24   (feet)  ADJUSTED  
 ME2133  ___________________________________________________________________
 ME2133  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME2133  DYNAMIC HT  -         184.409 (meters)     605.02  (feet)  COMP
 ME2133  MODELED GRAV-     980,256.8   (mgal)                       NAVD 88
 ME2133
 ME2133  VERT ORDER  -  FIRST     CLASS II
 ME2133
 ME2133.The horizontal coordinates were scaled from a topographic map and have
 ME2133.an estimated accuracy of +/- 6 seconds.
 ME2133
 ME2133.The orthometric height was determined by differential leveling
 ME2133.and adjusted by the National Geodetic Survey in June 1991..
 ME2133
 ME2133.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2133
 ME2133  NGVD 29 (01/19/93)  184.570  (m)          605.54   (f) ADJUSTED    1 2
 ME2133
 ME2133.Superseded values are not recommended for survey control.
 ME2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2133.See file dsdata.txt to determine how the superseded data were derived.
 ME2133
 ME2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM855088(NAD 83)
 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 = OCTOBER  6, 2006
 ME2135 ***********************************************************************
 ME2135  DESIGNATION -  908 7039 RAIL
 ME2135  PID         -  ME2135
 ME2135  STATE/COUNTY-  IN/PORTER
 ME2135  USGS QUAD   -  OGDEN DUNES (1991)
 ME2135
 ME2135                         *CURRENT SURVEY CONTROL
 ME2135  ___________________________________________________________________
 ME2135* NAD 83(1986)-  41 37 55.     (N)    087 10 29.     (W)     SCALED    
 ME2135* NAVD 88     -       183.487  (meters)     601.99   (feet)  ADJUSTED  
 ME2135  ___________________________________________________________________
 ME2135  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME2135  DYNAMIC HT  -         183.421 (meters)     601.77  (feet)  COMP
 ME2135  MODELED GRAV-     980,257.1   (mgal)                       NAVD 88
 ME2135
 ME2135  VERT ORDER  -  FIRST     CLASS II
 ME2135
 ME2135.The horizontal coordinates were scaled from a topographic map and have
 ME2135.an estimated accuracy of +/- 6 seconds.
 ME2135
 ME2135.The orthometric height was determined by differential leveling
 ME2135.and adjusted by the National Geodetic Survey in June 1991..
 ME2135
 ME2135.The geoid height was determined by GEOID03.
 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     -   708,740.      892,390.      MT  (+/- 180 meters Scaled)
 ME2135
 ME2135                          SUPERSEDED SURVEY CONTROL
 ME2135
 ME2135  NGVD 29 (01/19/93)  183.582  (m)          602.30   (f) ADJUSTED    1 2
 ME2135
 ME2135.Superseded values are not recommended for survey control.
 ME2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2135.See file dsdata.txt to determine how the superseded data were derived.
 ME2135
 ME2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM854089(NAD 83)
 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 = OCTOBER  6, 2006
 ME2121 ***********************************************************************
 ME2121  DESIGNATION -  908 7040 SUPPORT
 ME2121  PID         -  ME2121
 ME2121  STATE/COUNTY-  IN/LAKE
 ME2121  USGS QUAD   -  GARY (1991)
 ME2121
 ME2121                         *CURRENT SURVEY CONTROL
 ME2121  ___________________________________________________________________
 ME2121* NAD 83(1986)-  41 36 31.     (N)    087 19 26.     (W)     SCALED    
 ME2121* NAVD 88     -       181.112  (meters)     594.20   (feet)  ADJUSTED  
 ME2121  ___________________________________________________________________
 ME2121  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 ME2121  DYNAMIC HT  -         181.045 (meters)     593.98  (feet)  COMP
 ME2121  MODELED GRAV-     980,252.2   (mgal)                       NAVD 88
 ME2121
 ME2121  VERT ORDER  -  FIRST     CLASS II
 ME2121
 ME2121.The horizontal coordinates were scaled from a topographic map and have
 ME2121.an estimated accuracy of +/- 6 seconds.
 ME2121
 ME2121.The orthometric height was determined by differential leveling
 ME2121.and adjusted by the National Geodetic Survey in June 1991..
 ME2121
 ME2121.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2121
 ME2121  NGVD 29 (01/19/93)  181.227  (m)          594.58   (f) ADJUSTED    1 2
 ME2121
 ME2121.Superseded values are not recommended for survey control.
 ME2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2121.See file dsdata.txt to determine how the superseded data were derived.
 ME2121
 ME2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM730063(NAD 83)
 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 = OCTOBER  6, 2006
 MD0825 ***********************************************************************
 MD0825  DESIGNATION -  911 122 M
 MD0825  PID         -  MD0825
 MD0825  STATE/COUNTY-  IN/WHITLEY
 MD0825  USGS QUAD   -  CHURUBUSCO (1965)
 MD0825
 MD0825                         *CURRENT SURVEY CONTROL
 MD0825  ___________________________________________________________________
 MD0825* NAD 83(1986)-  41 12 02.     (N)    085 21 45.     (W)     SCALED    
 MD0825* NAVD 88     -       277.780  (meters)     911.35   (feet)  ADJUSTED  
 MD0825  ___________________________________________________________________
 MD0825  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MD0825  DYNAMIC HT  -         277.676 (meters)     911.01  (feet)  COMP
 MD0825  MODELED GRAV-     980,242.0   (mgal)                       NAVD 88
 MD0825
 MD0825  VERT ORDER  -  SECOND    CLASS 0
 MD0825
 MD0825.The horizontal coordinates were scaled from a topographic map and have
 MD0825.an estimated accuracy of +/- 6 seconds.
 MD0825
 MD0825.The orthometric height was determined by differential leveling
 MD0825.and adjusted by the National Geodetic Survey in June 1991..
 MD0825
 MD0825.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0825.See file dsdata.txt to determine how the superseded data were derived.
 MD0825
 MD0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL373623(NAD 83)
 MD0825_MARKER: DB = BENCH MARK DISK
 MD0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0825_STAMPING: 911 122 M 1945
 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             NGS
 MD0825
 MD0825                          STATION DESCRIPTION
 MD0825
 MD0825'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1675 ***********************************************************************
 HZ1675  DESIGNATION -  91.14
 HZ1675  PID         -  HZ1675
 HZ1675  STATE/COUNTY-  IN/CLARK
 HZ1675  USGS QUAD   -  HENRYVILLE (1983)
 HZ1675
 HZ1675                         *CURRENT SURVEY CONTROL
 HZ1675  ___________________________________________________________________
 HZ1675* NAD 83(1986)-  38 30 50.     (N)    085 45 57.     (W)     SCALED    
 HZ1675* NAVD 88     -       148.404  (meters)     486.89   (feet)  ADJUSTED  
 HZ1675  ___________________________________________________________________
 HZ1675  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 HZ1675  DYNAMIC HT  -         148.306 (meters)     486.57  (feet)  COMP
 HZ1675  MODELED GRAV-     979,965.4   (mgal)                       NAVD 88
 HZ1675
 HZ1675  VERT ORDER  -  SECOND    CLASS 0
 HZ1675
 HZ1675.The horizontal coordinates were scaled from a topographic map and have
 HZ1675.an estimated accuracy of +/- 6 seconds.
 HZ1675
 HZ1675.The orthometric height was determined by differential leveling
 HZ1675.and adjusted by the National Geodetic Survey in June 1991..
 HZ1675
 HZ1675.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1675.See file dsdata.txt to determine how the superseded data were derived.
 HZ1675
 HZ1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH075635(NAD 83)
 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             NGS
 HZ1675
 HZ1675                          STATION DESCRIPTION
 HZ1675
 HZ1675'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8315 ***********************************************************************
 AJ8315  SACS        -  This is a Secondary Airport Control Station.
 AJ8315  DESIGNATION -  92 13
 AJ8315  PID         -  AJ8315
 AJ8315  STATE/COUNTY-  IN/ALLEN
 AJ8315  USGS QUAD   -  OSSIAN (1981)
 AJ8315
 AJ8315                         *CURRENT SURVEY CONTROL
 AJ8315  ___________________________________________________________________
 AJ8315* NAD 83(1997)-  40 59 12.67367(N)    085 11 35.68265(W)     ADJUSTED  
 AJ8315* NAVD 88     -       243.11   (meters)     797.6    (feet)  GPS OBS   
 AJ8315  ___________________________________________________________________
 AJ8315  X           -     404,036.505 (meters)                     COMP
 AJ8315  Y           -  -4,804,749.103 (meters)                     COMP
 AJ8315  Z           -   4,161,458.908 (meters)                     COMP
 AJ8315  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 AJ8315  ELLIP HEIGHT-         209.86  (meters)          (06/15/04) GPS OBS
 AJ8315  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 AJ8315
 AJ8315  HORZ ORDER  -  FIRST
 AJ8315  ELLP ORDER  -  FOURTH    CLASS I
 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 November 2002..
 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 NAVD 88 network.
 AJ8315
 AJ8315.Photographs are available 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 DEFLEC99 derived deflections.
 AJ8315
 AJ8315.The ellipsoidal height was determined by GPS observations
 AJ8315.and is referenced to NAD 83.
 AJ8315
 AJ8315.The geoid height was determined by GEOID03.
 AJ8315
 AJ8315;                    North         East     Units Scale Factor Converg.
 AJ8315;SPC IN E     -   637,206.260   139,838.054   MT  0.99998619   +0 18 37.9
 AJ8315;SPC IN E     - 2,090,567.54    458,785.35   sFT  0.99998619   +0 18 37.9
 AJ8315;UTM  16      - 4,538,869.708   651,984.602   MT  0.99988431   +1 11 06.9
 AJ8315
 AJ8315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8315!SPC IN E     -   0.99996708  x   0.99998619  =   0.99995327
 AJ8315!UTM  16      -   0.99996708  x   0.99988431  =   0.99985140
 AJ8315
 AJ8315                          SUPERSEDED SURVEY CONTROL
 AJ8315
 AJ8315  ELLIP H (11/27/02)  209.87   (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)  209.87   (m)                       GP(       ) 4 1
 AJ8315
 AJ8315.Superseded values are not recommended for survey control.
 AJ8315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8315.See file dsdata.txt to determine how the superseded data were derived.
 AJ8315
 AJ8315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5198538870(NAD 83)
 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 - July 04, 2002
 AJ8315
 AJ8315  HISTORY     - Date     Condition        Report By
 AJ8315  HISTORY     - 19920101 MONUMENTED       LOCSUR
 AJ8315  HISTORY     - 20020704 GOOD             NGS
 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' 
 AJ8315' 
 AJ8315' 
 AJ8315'
 AJ8315
 AJ8315                          STATION RECOVERY (2002)
 AJ8315
 AJ8315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AJ8315'RECOVERED AS DESCRIBED.
 AJ8315'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8314 ***********************************************************************
 AJ8314  SACS        -  This is a Secondary Airport Control Station.
 AJ8314  DESIGNATION -  92 16
 AJ8314  PID         -  AJ8314
 AJ8314  STATE/COUNTY-  IN/ALLEN
 AJ8314  USGS QUAD   -  OSSIAN (1981)
 AJ8314
 AJ8314                         *CURRENT SURVEY CONTROL
 AJ8314  ___________________________________________________________________
 AJ8314* NAD 83(1997)-  40 58 07.89063(N)    085 12 11.66765(W)     ADJUSTED  
 AJ8314* NAVD 88     -       240.81   (meters)     790.1    (feet)  GPS OBS   
 AJ8314  ___________________________________________________________________
 AJ8314  X           -     403,307.703 (meters)                     COMP
 AJ8314  Y           -  -4,806,123.706 (meters)                     COMP
 AJ8314  Z           -   4,159,948.562 (meters)                     COMP
 AJ8314  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 AJ8314  ELLIP HEIGHT-         207.50  (meters)          (11/27/02) GPS OBS
 AJ8314  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 AJ8314
 AJ8314  HORZ ORDER  -  FIRST
 AJ8314  ELLP ORDER  -  FOURTH    CLASS I
 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 November 2002..
 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 NAVD 88 network.
 AJ8314
 AJ8314.Photographs are available 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 DEFLEC99 derived deflections.
 AJ8314
 AJ8314.The ellipsoidal height was determined by GPS observations
 AJ8314.and is referenced to NAD 83.
 AJ8314
 AJ8314.The geoid height was determined by GEOID03.
 AJ8314
 AJ8314;                    North         East     Units Scale Factor Converg.
 AJ8314;SPC IN E     -   635,203.368   139,007.509   MT  0.99998539   +0 18 13.9
 AJ8314;SPC IN E     - 2,083,996.38    456,060.47   sFT  0.99998539   +0 18 13.9
 AJ8314;UTM  16      - 4,536,854.579   651,184.808   MT  0.99988132   +1 10 41.8
 AJ8314
 AJ8314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8314!SPC IN E     -   0.99996745  x   0.99998539  =   0.99995284
 AJ8314!UTM  16      -   0.99996745  x   0.99988132  =   0.99984878
 AJ8314
 AJ8314                          SUPERSEDED SURVEY CONTROL
 AJ8314
 AJ8314  NAD 83(1997)-  40 58 07.89052(N)    085 12 11.66773(W) AD(       ) 1
 AJ8314
 AJ8314.Superseded values are not recommended for survey control.
 AJ8314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8314.See file dsdata.txt to determine how the superseded data were derived.
 AJ8314
 AJ8314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5118536855(NAD 83)
 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 - July 04, 2002
 AJ8314
 AJ8314  HISTORY     - Date     Condition        Report By
 AJ8314  HISTORY     - 19920101 MONUMENTED       LOCSUR
 AJ8314  HISTORY     - 20020704 GOOD             NGS
 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' 
 AJ8314' 
 AJ8314'
 AJ8314
 AJ8314                          STATION RECOVERY (2002)
 AJ8314
 AJ8314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AJ8314'RECOVERED AS DESCRIBED.
 AJ8314'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1106 ***********************************************************************
 ME1106  DESIGNATION -  92.758
 ME1106  PID         -  ME1106
 ME1106  STATE/COUNTY-  IN/NEWTON
 ME1106  USGS QUAD   -  ENOS (1980)
 ME1106
 ME1106                         *CURRENT SURVEY CONTROL
 ME1106  ___________________________________________________________________
 ME1106* NAD 83(1986)-  41 04 58.     (N)    087 26 44.     (W)     SCALED    
 ME1106* NAVD 88     -       202.524  (meters)     664.45   (feet)  ADJUSTED  
 ME1106  ___________________________________________________________________
 ME1106  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 ME1106  DYNAMIC HT  -         202.437 (meters)     664.16  (feet)  COMP
 ME1106  MODELED GRAV-     980,192.6   (mgal)                       NAVD 88
 ME1106
 ME1106  VERT ORDER  -  FIRST     CLASS II
 ME1106
 ME1106.The horizontal coordinates were scaled from a topographic map and have
 ME1106.an estimated accuracy of +/- 6 seconds.
 ME1106
 ME1106.The orthometric height was determined by differential leveling
 ME1106.and adjusted by the National Geodetic Survey in June 1991..
 ME1106
 ME1106.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1106.See file dsdata.txt to determine how the superseded data were derived.
 ME1106
 ME1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL625480(NAD 83)
 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             NGS
 ME1106
 ME1106                          STATION DESCRIPTION
 ME1106
 ME1106'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ0913 ***********************************************************************
 JZ0913  DESIGNATION -  929.3
 JZ0913  PID         -  JZ0913
 JZ0913  STATE/COUNTY-  IN/DEARBORN
 JZ0913  USGS QUAD   -  HOOVEN (1992)
 JZ0913
 JZ0913                         *CURRENT SURVEY CONTROL
 JZ0913  ___________________________________________________________________
 JZ0913* NAD 83(1986)-  39 13 06.     (N)    084 51 25.     (W)     SCALED    
 JZ0913* NAVD 88     -       283.039  (meters)     928.60   (feet)  ADJUSTED  
 JZ0913  ___________________________________________________________________
 JZ0913  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ0913  DYNAMIC HT  -         282.864 (meters)     928.03  (feet)  COMP
 JZ0913  MODELED GRAV-     980,002.1   (mgal)                       NAVD 88
 JZ0913
 JZ0913  VERT ORDER  -  SECOND    CLASS 0
 JZ0913
 JZ0913.The horizontal coordinates were scaled from a topographic map and have
 JZ0913.an estimated accuracy of +/- 6 seconds.
 JZ0913
 JZ0913.The orthometric height was determined by differential leveling
 JZ0913.and adjusted by the National Geodetic Survey in June 1991..
 JZ0913
 JZ0913.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0913.See file dsdata.txt to determine how the superseded data were derived.
 JZ0913
 JZ0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ850431(NAD 83)
 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             NGS
 JZ0913
 JZ0913                          STATION DESCRIPTION
 JZ0913
 JZ0913'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1267 ***********************************************************************
 LB1267  DESIGNATION -  93.432
 LB1267  PID         -  LB1267
 LB1267  STATE/COUNTY-  IN/NEWTON
 LB1267  USGS QUAD   -  MOROCCO (1961)
 LB1267
 LB1267                         *CURRENT SURVEY CONTROL
 LB1267  ___________________________________________________________________
 LB1267* NAD 83(1986)-  40 53 33.     (N)    087 26 43.     (W)     SCALED    
 LB1267* NAVD 88     -       202.750  (meters)     665.19   (feet)  ADJUSTED  
 LB1267  ___________________________________________________________________
 LB1267  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LB1267  DYNAMIC HT  -         202.660 (meters)     664.89  (feet)  COMP
 LB1267  MODELED GRAV-     980,179.5   (mgal)                       NAVD 88
 LB1267
 LB1267  VERT ORDER  -  FIRST     CLASS II
 LB1267
 LB1267.The horizontal coordinates were scaled from a topographic map and have
 LB1267.an estimated accuracy of +/- 6 seconds.
 LB1267
 LB1267.The orthometric height was determined by differential leveling
 LB1267.and adjusted by the National Geodetic Survey in June 1991..
 LB1267
 LB1267.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1267.See file dsdata.txt to determine how the superseded data were derived.
 LB1267
 LB1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL624269(NAD 83)
 LB1267_MARKER: X = CHISELED CROSS
 LB1267_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1267_SP_SET: CULVERT
 LB1267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1267
 LB1267  HISTORY     - Date     Condition        Report By
 LB1267  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1267  HISTORY     - 1934     GOOD             NGS
 LB1267
 LB1267                          STATION DESCRIPTION
 LB1267
 LB1267'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1156 ***********************************************************************
 MD1156  DESIGNATION -  938 150 M
 MD1156  PID         -  MD1156
 MD1156  STATE/COUNTY-  IN/WHITLEY
 MD1156  USGS QUAD   -  ORMAS (1965)
 MD1156
 MD1156                         *CURRENT SURVEY CONTROL
 MD1156  ___________________________________________________________________
 MD1156* NAD 83(1986)-  41 15 58.     (N)    085 34 18.     (W)     SCALED    
 MD1156* NAVD 88     -       285.855  (meters)     937.84   (feet)  ADJUSTED  
 MD1156  ___________________________________________________________________
 MD1156  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 MD1156  DYNAMIC HT  -         285.739 (meters)     937.46  (feet)  COMP
 MD1156  MODELED GRAV-     980,209.4   (mgal)                       NAVD 88
 MD1156
 MD1156  VERT ORDER  -  SECOND    CLASS 0
 MD1156
 MD1156.The horizontal coordinates were scaled from a topographic map and have
 MD1156.an estimated accuracy of +/- 6 seconds.
 MD1156
 MD1156.The orthometric height was determined by differential leveling
 MD1156.and adjusted by the National Geodetic Survey in June 1991..
 MD1156
 MD1156.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1156.See file dsdata.txt to determine how the superseded data were derived.
 MD1156
 MD1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL196692(NAD 83)
 MD1156_MARKER: DD = SURVEY DISK
 MD1156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1156_SP_SET: RAIL CORNER FENCE POST
 MD1156_STAMPING: 938 150M 1945
 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             NGS
 MD1156  HISTORY     - 1961     GOOD             USGS
 MD1156
 MD1156                          STATION DESCRIPTION
 MD1156
 MD1156'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1157 ***********************************************************************
 MD1157  DESIGNATION -  938.9 RM
 MD1157  PID         -  MD1157
 MD1157  STATE/COUNTY-  IN/WHITLEY
 MD1157  USGS QUAD   -  ORMAS (1965)
 MD1157
 MD1157                         *CURRENT SURVEY CONTROL
 MD1157  ___________________________________________________________________
 MD1157* NAD 83(1986)-  41 15 58.     (N)    085 34 18.     (W)     SCALED    
 MD1157* NAVD 88     -       286.113  (meters)     938.69   (feet)  ADJUSTED  
 MD1157  ___________________________________________________________________
 MD1157  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 MD1157  DYNAMIC HT  -         285.996 (meters)     938.31  (feet)  COMP
 MD1157  MODELED GRAV-     980,209.4   (mgal)                       NAVD 88
 MD1157
 MD1157  VERT ORDER  -  SECOND    CLASS 0
 MD1157
 MD1157.The horizontal coordinates were scaled from a topographic map and have
 MD1157.an estimated accuracy of +/- 6 seconds.
 MD1157
 MD1157.The orthometric height was determined by differential leveling
 MD1157.and adjusted by the National Geodetic Survey in June 1991..
 MD1157
 MD1157.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1157.See file dsdata.txt to determine how the superseded data were derived.
 MD1157
 MD1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL196692(NAD 83)
 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  NGS
 MD1157
 MD1157                          STATION DESCRIPTION
 MD1157
 MD1157'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1103 ***********************************************************************
 ME1103  DESIGNATION -  93.899
 ME1103  PID         -  ME1103
 ME1103  STATE/COUNTY-  IN/NEWTON
 ME1103  USGS QUAD   -  ENOS (1980)
 ME1103
 ME1103                         *CURRENT SURVEY CONTROL
 ME1103  ___________________________________________________________________
 ME1103* NAD 83(1986)-  41 02 19.     (N)    087 26 42.     (W)     SCALED    
 ME1103* NAVD 88     -       202.859  (meters)     665.55   (feet)  ADJUSTED  
 ME1103  ___________________________________________________________________
 ME1103  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 ME1103  DYNAMIC HT  -         202.772 (meters)     665.26  (feet)  COMP
 ME1103  MODELED GRAV-     980,189.4   (mgal)                       NAVD 88
 ME1103
 ME1103  VERT ORDER  -  FIRST     CLASS II
 ME1103
 ME1103.The horizontal coordinates were scaled from a topographic map and have
 ME1103.an estimated accuracy of +/- 6 seconds.
 ME1103
 ME1103.The orthometric height was determined by differential leveling
 ME1103.and adjusted by the National Geodetic Survey in June 1991..
 ME1103
 ME1103.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1103.See file dsdata.txt to determine how the superseded data were derived.
 ME1103
 ME1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL625431(NAD 83)
 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             NGS
 ME1103
 ME1103                          STATION DESCRIPTION
 ME1103
 ME1103'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1105 ***********************************************************************
 ME1105  DESIGNATION -  95.396
 ME1105  PID         -  ME1105
 ME1105  STATE/COUNTY-  IN/NEWTON
 ME1105  USGS QUAD   -  ENOS (1980)
 ME1105
 ME1105                         *CURRENT SURVEY CONTROL
 ME1105  ___________________________________________________________________
 ME1105* NAD 83(1986)-  41 04 27.     (N)    087 26 44.     (W)     SCALED    
 ME1105* NAVD 88     -       203.332  (meters)     667.10   (feet)  ADJUSTED  
 ME1105  ___________________________________________________________________
 ME1105  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 ME1105  DYNAMIC HT  -         203.245 (meters)     666.81  (feet)  COMP
 ME1105  MODELED GRAV-     980,192.0   (mgal)                       NAVD 88
 ME1105
 ME1105  VERT ORDER  -  FIRST     CLASS II
 ME1105
 ME1105.The horizontal coordinates were scaled from a topographic map and have
 ME1105.an estimated accuracy of +/- 6 seconds.
 ME1105
 ME1105.The orthometric height was determined by differential leveling
 ME1105.and adjusted by the National Geodetic Survey in June 1991..
 ME1105
 ME1105.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1105.See file dsdata.txt to determine how the superseded data were derived.
 ME1105
 ME1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL625470(NAD 83)
 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             NGS
 ME1105
 ME1105                          STATION DESCRIPTION
 ME1105
 ME1105'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1846 ***********************************************************************
 JA1846  DESIGNATION -  97 CH BM USGS 1946
 JA1846  PID         -  JA1846
 JA1846  STATE/COUNTY-  IN/DUBOIS
 JA1846  USGS QUAD   -  DALE (1980)
 JA1846
 JA1846                         *CURRENT SURVEY CONTROL
 JA1846  ___________________________________________________________________
 JA1846* NAD 83(1997)-  38 14 50.62255(N)    086 59 53.73076(W)     ADJUSTED  
 JA1846* NAVD 88     -       160.92   (+/-2cm)     528.0    (feet)  VERTCON   
 JA1846  ___________________________________________________________________
 JA1846  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 JA1846  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 JA1846
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1846
 JA1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1846
 JA1846.The geoid height was determined by GEOID03.
 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     -   0.99997978  x   0.99996735  =   0.99994713
 JA1846!UTM  16      -   0.99997978  x   0.99960000  =   0.99957978
 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 (07/19/86)  161.02   (m)          528.3    (f) LEVELING    3  
 JA1846
 JA1846.Superseded values are not recommended for survey control.
 JA1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1846.See file dsdata.txt to determine how the superseded data were derived.
 JA1846
 JA1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0015233265(NAD 83)
 JA1846_MARKER: DD = SURVEY DISK
 JA1846_SETTING: 0 = UNSPECIFIED SETTING
 JA1846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1846
 JA1846  HISTORY     - Date     Condition        Report By
 JA1846  HISTORY     - 1946     MONUMENTED       USGS
 JA1846
 JA1846                          STATION DESCRIPTION
 JA1846
 JA1846'DESCRIBED BY US GEOLOGICAL 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 = OCTOBER  6, 2006
 JA0440 ***********************************************************************
 JA0440  DESIGNATION -  972
 JA0440  PID         -  JA0440
 JA0440  STATE/COUNTY-  IN/HARRISON
 JA0440  USGS QUAD   -  LACONIA (1994)
 JA0440
 JA0440                         *CURRENT SURVEY CONTROL
 JA0440  ___________________________________________________________________
 JA0440* NAD 83(1986)-  38 00 03.     (N)    086 00 26.     (W)     SCALED    
 JA0440* NAVD 88     -       129.156  (meters)     423.74   (feet)  ADJUSTED  
 JA0440  ___________________________________________________________________
 JA0440  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JA0440  DYNAMIC HT  -         129.064 (meters)     423.44  (feet)  COMP
 JA0440  MODELED GRAV-     979,917.9   (mgal)                       NAVD 88
 JA0440
 JA0440  VERT ORDER  -  FIRST     CLASS II
 JA0440
 JA0440.The horizontal coordinates were scaled from a topographic map and have
 JA0440.an estimated accuracy of +/- 6 seconds.
 JA0440
 JA0440.The orthometric height was determined by differential leveling
 JA0440.and adjusted by the National Geodetic Survey in June 1991..
 JA0440
 JA0440.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0440.See file dsdata.txt to determine how the superseded data were derived.
 JA0440
 JA0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH871063(NAD 83)
 JA0440_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA0440_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0440_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA0440_STAMPING: 972
 JA0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0440
 JA0440  HISTORY     - Date     Condition        Report By
 JA0440  HISTORY     - UNK      MONUMENTED       CGS
 JA0440  HISTORY     - 1965     GOOD             NGS
 JA0440
 JA0440                          STATION DESCRIPTION
 JA0440
 JA0440'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1857 ***********************************************************************
 JA1857  DESIGNATION -  98 CH USGS 1946
 JA1857  PID         -  JA1857
 JA1857  STATE/COUNTY-  IN/DUBOIS
 JA1857  USGS QUAD   -  DALE (1980)
 JA1857
 JA1857                         *CURRENT SURVEY CONTROL
 JA1857  ___________________________________________________________________
 JA1857* NAD 83(1997)-  38 14 49.96269(N)    086 57 52.42544(W)     ADJUSTED  
 JA1857* NAVD 88     -       153.48   (+/-2cm)     503.5    (feet)  VERTCON   
 JA1857  ___________________________________________________________________
 JA1857  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 JA1857  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JA1857
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1857
 JA1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1857
 JA1857.The geoid height was determined by GEOID03.
 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     -   0.99998095  x   0.99996800  =   0.99994896
 JA1857!UTM  16      -   0.99998095  x   0.99960012  =   0.99958108
 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 (07/19/86)  153.58   (m)          503.9    (f) LEVELING    3  
 JA1857
 JA1857.Superseded values are not recommended for survey control.
 JA1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1857.See file dsdata.txt to determine how the superseded data were derived.
 JA1857
 JA1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0310133245(NAD 83)
 JA1857_MARKER: DD = SURVEY DISK
 JA1857_SETTING: 0 = UNSPECIFIED SETTING
 JA1857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1857
 JA1857  HISTORY     - Date     Condition        Report By
 JA1857  HISTORY     - 1946     MONUMENTED       USGS
 JA1857
 JA1857                          STATION DESCRIPTION
 JA1857
 JA1857'DESCRIBED BY US GEOLOGICAL 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 = OCTOBER  6, 2006
 LB1276 ***********************************************************************
 LB1276  DESIGNATION -  98.284
 LB1276  PID         -  LB1276
 LB1276  STATE/COUNTY-  IN/NEWTON
 LB1276  USGS QUAD   -  MOROCCO (1961)
 LB1276
 LB1276                         *CURRENT SURVEY CONTROL
 LB1276  ___________________________________________________________________
 LB1276* NAD 83(1986)-  40 57 55.     (N)    087 26 39.     (W)     SCALED    
 LB1276* NAVD 88     -       204.207  (meters)     669.97   (feet)  ADJUSTED  
 LB1276  ___________________________________________________________________
 LB1276  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 LB1276  DYNAMIC HT  -         204.118 (meters)     669.68  (feet)  COMP
 LB1276  MODELED GRAV-     980,185.6   (mgal)                       NAVD 88
 LB1276
 LB1276  VERT ORDER  -  FIRST     CLASS II
 LB1276
 LB1276.The horizontal coordinates were scaled from a topographic map and have
 LB1276.an estimated accuracy of +/- 6 seconds.
 LB1276
 LB1276.The orthometric height was determined by differential leveling
 LB1276.and adjusted by the National Geodetic Survey in June 1991..
 LB1276
 LB1276.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1276.See file dsdata.txt to determine how the superseded data were derived.
 LB1276
 LB1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL626349(NAD 83)
 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             NGS
 LB1276
 LB1276                          STATION DESCRIPTION
 LB1276
 LB1276'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1380 ***********************************************************************
 HZ1380  DESIGNATION -  98.95
 HZ1380  PID         -  HZ1380
 HZ1380  STATE/COUNTY-  IN/CLARK
 HZ1380  USGS QUAD   -  SPEED (1994)
 HZ1380
 HZ1380                         *CURRENT SURVEY CONTROL
 HZ1380  ___________________________________________________________________
 HZ1380* NAD 83(1986)-  38 24 12.     (N)    085 45 06.     (W)     SCALED    
 HZ1380* NAVD 88     -       143.739  (meters)     471.58   (feet)  ADJUSTED  
 HZ1380  ___________________________________________________________________
 HZ1380  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 HZ1380  DYNAMIC HT  -         143.643 (meters)     471.27  (feet)  COMP
 HZ1380  MODELED GRAV-     979,961.4   (mgal)                       NAVD 88
 HZ1380
 HZ1380  VERT ORDER  -  SECOND    CLASS 0
 HZ1380
 HZ1380.The horizontal coordinates were scaled from a topographic map and have
 HZ1380.an estimated accuracy of +/- 6 seconds.
 HZ1380
 HZ1380.The orthometric height was determined by differential leveling
 HZ1380.and adjusted by the National Geodetic Survey in June 1991..
 HZ1380
 HZ1380.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1380.See file dsdata.txt to determine how the superseded data were derived.
 HZ1380
 HZ1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH089513(NAD 83)
 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             NGS
 HZ1380
 HZ1380                          STATION DESCRIPTION
 HZ1380
 HZ1380'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1254 ***********************************************************************
 LB1254  DESIGNATION -  99.143
 LB1254  PID         -  LB1254
 LB1254  STATE/COUNTY-  IN/NEWTON
 LB1254  USGS QUAD   -  KENTLAND (1980)
 LB1254
 LB1254                         *CURRENT SURVEY CONTROL
 LB1254  ___________________________________________________________________
 LB1254* NAD 83(1986)-  40 46 52.     (N)    087 26 58.     (W)     SCALED    
 LB1254* NAVD 88     -       204.492  (meters)     670.90   (feet)  ADJUSTED  
 LB1254  ___________________________________________________________________
 LB1254  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 LB1254  DYNAMIC HT  -         204.399 (meters)     670.60  (feet)  COMP
 LB1254  MODELED GRAV-     980,166.2   (mgal)                       NAVD 88
 LB1254
 LB1254  VERT ORDER  -  FIRST     CLASS II
 LB1254
 LB1254.The horizontal coordinates were scaled from a topographic map and have
 LB1254.an estimated accuracy of +/- 6 seconds.
 LB1254
 LB1254.The orthometric height was determined by differential leveling
 LB1254.and adjusted by the National Geodetic Survey in June 1991..
 LB1254
 LB1254.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1254.See file dsdata.txt to determine how the superseded data were derived.
 LB1254
 LB1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL620145(NAD 83)
 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             NGS
 LB1254
 LB1254                          STATION DESCRIPTION
 LB1254
 LB1254'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1280 ***********************************************************************
 LB1280  DESIGNATION -  99.144
 LB1280  PID         -  LB1280
 LB1280  STATE/COUNTY-  IN/NEWTON
 LB1280  USGS QUAD   -  MOROCCO (1961)
 LB1280
 LB1280                         *CURRENT SURVEY CONTROL
 LB1280  ___________________________________________________________________
 LB1280* NAD 83(1986)-  40 59 29.     (N)    087 26 39.     (W)     SCALED    
 LB1280* NAVD 88     -       204.467  (meters)     670.82   (feet)  ADJUSTED  
 LB1280  ___________________________________________________________________
 LB1280  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 LB1280  DYNAMIC HT  -         204.379 (meters)     670.53  (feet)  COMP
 LB1280  MODELED GRAV-     980,187.6   (mgal)                       NAVD 88
 LB1280
 LB1280  VERT ORDER  -  FIRST     CLASS II
 LB1280
 LB1280.The horizontal coordinates were scaled from a topographic map and have
 LB1280.an estimated accuracy of +/- 6 seconds.
 LB1280
 LB1280.The orthometric height was determined by differential leveling
 LB1280.and adjusted by the National Geodetic Survey in June 1991..
 LB1280
 LB1280.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1280.See file dsdata.txt to determine how the superseded data were derived.
 LB1280
 LB1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL626378(NAD 83)
 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             NGS
 LB1280
 LB1280                          STATION DESCRIPTION
 LB1280
 LB1280'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1139 ***********************************************************************
 ME1139  DESIGNATION -  99.239
 ME1139  PID         -  ME1139
 ME1139  STATE/COUNTY-  IN/LAKE
 ME1139  USGS QUAD   -  LOWELL (1992)
 ME1139
 ME1139                         *CURRENT SURVEY CONTROL
 ME1139  ___________________________________________________________________
 ME1139* NAD 83(1986)-  41 15 18.     (N)    087 27 11.     (W)     SCALED    
 ME1139* NAVD 88     -       204.574  (meters)     671.17   (feet)  ADJUSTED  
 ME1139  ___________________________________________________________________
 ME1139  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME1139  DYNAMIC HT  -         204.489 (meters)     670.89  (feet)  COMP
 ME1139  MODELED GRAV-     980,203.5   (mgal)                       NAVD 88
 ME1139
 ME1139  VERT ORDER  -  FIRST     CLASS II
 ME1139
 ME1139.The horizontal coordinates were scaled from a topographic map and have
 ME1139.an estimated accuracy of +/- 6 seconds.
 ME1139
 ME1139.The orthometric height was determined by differential leveling
 ME1139.and adjusted by the National Geodetic Survey in June 1991..
 ME1139
 ME1139.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1139.See file dsdata.txt to determine how the superseded data were derived.
 ME1139
 ME1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL620671(NAD 83)
 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             NGS
 ME1139
 ME1139                          STATION DESCRIPTION
 ME1139
 ME1139'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1227 ***********************************************************************
 JZ1227  DESIGNATION -  993.786
 JZ1227  PID         -  JZ1227
 JZ1227  STATE/COUNTY-  IN/WAYNE
 JZ1227  USGS QUAD   -  RICHMOND (1981)
 JZ1227
 JZ1227                         *CURRENT SURVEY CONTROL
 JZ1227  ___________________________________________________________________
 JZ1227* NAD 83(1986)-  39 49 45.     (N)    084 53 42.     (W)     SCALED    
 JZ1227* NAVD 88     -       298.660  (meters)     979.85   (feet)  ADJUSTED  
 JZ1227  ___________________________________________________________________
 JZ1227  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JZ1227  DYNAMIC HT  -         298.487 (meters)     979.29  (feet)  COMP
 JZ1227  MODELED GRAV-     980,037.4   (mgal)                       NAVD 88
 JZ1227
 JZ1227  VERT ORDER  -  SECOND    CLASS 0
 JZ1227
 JZ1227.The horizontal coordinates were scaled from a topographic map and have
 JZ1227.an estimated accuracy of +/- 6 seconds.
 JZ1227
 JZ1227.The orthometric height was determined by differential leveling
 JZ1227.and adjusted by the National Geodetic Survey in June 1991..
 JZ1227
 JZ1227.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1227.See file dsdata.txt to determine how the superseded data were derived.
 JZ1227
 JZ1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK801109(NAD 83)
 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             NGS
 JZ1227  HISTORY     - 20020705 MARK NOT FOUND   GEOCAC
 JZ1227  HISTORY     - 20030308 MARK NOT FOUND   GEOCAC
 JZ1227
 JZ1227                          STATION DESCRIPTION
 JZ1227
 JZ1227'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1228 ***********************************************************************
 JZ1228  DESIGNATION -  993.786 RESET 1969
 JZ1228  PID         -  JZ1228
 JZ1228  STATE/COUNTY-  IN/WAYNE
 JZ1228  USGS QUAD   -  RICHMOND (1981)
 JZ1228
 JZ1228                         *CURRENT SURVEY CONTROL
 JZ1228  ___________________________________________________________________
 JZ1228* NAD 83(1986)-  39 49 44.     (N)    084 53 42.     (W)     SCALED    
 JZ1228* NAVD 88     -       298.12   (meters)     978.1    (feet)  RESET     
 JZ1228  ___________________________________________________________________
 JZ1228  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JZ1228
 JZ1228  VERT ORDER  -  THIRD
 JZ1228
 JZ1228.The horizontal coordinates were scaled from a topographic map and have
 JZ1228.an estimated accuracy of +/- 6 seconds.
 JZ1228
 JZ1228.The orthometric height was computed from unverified reset data.
 JZ1228
 JZ1228.The geoid height was determined by GEOID03.
 JZ1228
 JZ1228;                    North         East    Units  Estimated Accuracy
 JZ1228;SPC IN E     -   508,800.      166,060.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1228.See file dsdata.txt to determine how the superseded data were derived.
 JZ1228
 JZ1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK801108(NAD 83)
 JZ1228_MARKER: DB = BENCH MARK DISK
 JZ1228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1228_SP_SET: FLAGPOLE BASE
 JZ1228_STAMPING: CITY OF RICHMOND RESET 1969
 JZ1228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1228
 JZ1228  HISTORY     - Date     Condition        Report By
 JZ1228  HISTORY     - 1969     MONUMENTED       LOCENG
 JZ1228  HISTORY     - 20020705 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ0531 ***********************************************************************
 JZ0531  DESIGNATION -  A 1
 JZ0531  PID         -  JZ0531
 JZ0531  STATE/COUNTY-  IN/DEARBORN
 JZ0531  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ0531
 JZ0531                         *CURRENT SURVEY CONTROL
 JZ0531  ___________________________________________________________________
 JZ0531* NAD 83(1986)-  39 05 30.     (N)    084 50 56.     (W)     SCALED    
 JZ0531* NAVD 88     -       147.525  (meters)     484.00   (feet)  ADJUSTED  
 JZ0531  ___________________________________________________________________
 JZ0531  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JZ0531  DYNAMIC HT  -         147.433 (meters)     483.70  (feet)  COMP
 JZ0531  MODELED GRAV-     980,002.2   (mgal)                       NAVD 88
 JZ0531
 JZ0531  VERT ORDER  -  FIRST     CLASS II
 JZ0531
 JZ0531.The horizontal coordinates were scaled from a topographic map and have
 JZ0531.an estimated accuracy of +/- 6 seconds.
 JZ0531
 JZ0531.The orthometric height was determined by differential leveling
 JZ0531.and adjusted by the National Geodetic Survey in June 1991..
 JZ0531.WARNING-Repeat measurements at this control monument indicate possible
 JZ0531.vertical movement.
 JZ0531
 JZ0531.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0531.See file dsdata.txt to determine how the superseded data were derived.
 JZ0531
 JZ0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ860291(NAD 83)
 JZ0531_MARKER: DB = BENCH MARK DISK
 JZ0531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0531_SP_SET: STEP
 JZ0531_STAMPING: A 1
 JZ0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0531
 JZ0531  HISTORY     - Date     Condition        Report By
 JZ0531  HISTORY     - UNK      MONUMENTED       CGS
 JZ0531  HISTORY     - 1947     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 HZ1364 ***********************************************************************
 HZ1364  DESIGNATION -  A 1 RESET 1916
 HZ1364  PID         -  HZ1364
 HZ1364  STATE/COUNTY-  IN/CLARK
 HZ1364  USGS QUAD   -  NEW ALBANY (1992)
 HZ1364
 HZ1364                         *CURRENT SURVEY CONTROL
 HZ1364  ___________________________________________________________________
 HZ1364* NAD 83(1986)-  38 17 32.     (N)    085 45 11.     (W)     SCALED    
 HZ1364* NAVD 88     -      2397.05   (meters)    7864.3    (feet)  RESET     
 HZ1364  ___________________________________________________________________
 HZ1364  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HZ1364
 HZ1364  VERT ORDER  -  THIRD
 HZ1364
 HZ1364.The horizontal coordinates were scaled from a topographic map and have
 HZ1364.an estimated accuracy of +/- 6 seconds.
 HZ1364
 HZ1364.The orthometric height was computed from unverified reset data.
 HZ1364
 HZ1364.The geoid height was determined by GEOID03.
 HZ1364
 HZ1364;                    North         East    Units  Estimated Accuracy
 HZ1364;SPC IN E     -   337,930.       92,440.      MT  (+/- 180 meters Scaled)
 HZ1364
 HZ1364                          SUPERSEDED SURVEY CONTROL
 HZ1364
 HZ1364.No superseded survey control is available for this station.
 HZ1364
 HZ1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH090389(NAD 83)
 HZ1364_MARKER: DD = SURVEY DISK
 HZ1364_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1364_SP_SET: ABUTMENT
 HZ1364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1364
 HZ1364  HISTORY     - Date     Condition        Report By
 HZ1364  HISTORY     - 1916     MONUMENTED       PRR
 HZ1364  HISTORY     - 1916     GOOD             NGS
 HZ1364  HISTORY     - 1965     MARK NOT FOUND   NGS
 HZ1364
 HZ1364                          STATION DESCRIPTION
 HZ1364
 HZ1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 HZ1364'AT CLARKSVILLE.
 HZ1364'AT CLARKSVILLE, CLARK COUNTY, ON THE PENNSYLVANIA RAILROAD APPROACH
 HZ1364'TO THE OHIO RIVER BRIDGE, 0.6 MILE NORTH OF THE RIVER, 225 YARDS
 HZ1364'WEST OF THE PRISON, AT SMALL BRIDGE NO. 96 OVER A HIGHWAY, AND
 HZ1364'IN THE TOP OF THE COPING OF THE NORTH ABUTMENT.  A STANDARD DISK.
 HZ1364
 HZ1364                          STATION RECOVERY (1965)
 HZ1364
 HZ1364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HZ1364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1665 ***********************************************************************
 HZ1665  DESIGNATION -  A 10
 HZ1665  PID         -  HZ1665
 HZ1665  STATE/COUNTY-  IN/JACKSON
 HZ1665  USGS QUAD   -  SEYMOUR (1994)
 HZ1665
 HZ1665                         *CURRENT SURVEY CONTROL
 HZ1665  ___________________________________________________________________
 HZ1665* NAD 83(1986)-  38 56 36.     (N)    085 55 31.     (W)     SCALED    
 HZ1665* NAVD 88     -       172.360  (meters)     565.48   (feet)  ADJUSTED  
 HZ1665  ___________________________________________________________________
 HZ1665  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HZ1665  DYNAMIC HT  -         172.251 (meters)     565.13  (feet)  COMP
 HZ1665  MODELED GRAV-     979,994.1   (mgal)                       NAVD 88
 HZ1665
 HZ1665  VERT ORDER  -  FIRST     CLASS II
 HZ1665
 HZ1665.The horizontal coordinates were scaled from a topographic map and have
 HZ1665.an estimated accuracy of +/- 6 seconds.
 HZ1665
 HZ1665.The orthometric height was determined by differential leveling
 HZ1665.and adjusted by the National Geodetic Survey in June 1991..
 HZ1665
 HZ1665.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1665.See file dsdata.txt to determine how the superseded data were derived.
 HZ1665
 HZ1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ931110(NAD 83)
 HZ1665_MARKER: DB = BENCH MARK DISK
 HZ1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1665_STAMPING: 565.878 A 10 1930
 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             NGS
 HZ1665  HISTORY     - 1983     POOR             LOCSUR
 HZ1665
 HZ1665                          STATION DESCRIPTION
 HZ1665
 HZ1665'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ2630 ***********************************************************************
 HZ2630  DESIGNATION -  A 10 RESET
 HZ2630  PID         -  HZ2630
 HZ2630  STATE/COUNTY-  IN/JACKSON
 HZ2630  USGS QUAD   -  SEYMOUR (1994)
 HZ2630
 HZ2630                         *CURRENT SURVEY CONTROL
 HZ2630  ___________________________________________________________________
 HZ2630* NAD 83(1986)-  38 56 36.     (N)    085 55 31.     (W)     SCALED    
 HZ2630* NAVD 88     -       173.12   (meters)     568.0    (feet)  RESET     
 HZ2630  ___________________________________________________________________
 HZ2630  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HZ2630
 HZ2630  VERT ORDER  -  THIRD
 HZ2630
 HZ2630.The horizontal coordinates were scaled from a topographic map and have
 HZ2630.an estimated accuracy of +/- 6 seconds.
 HZ2630
 HZ2630.The orthometric height was computed from unverified reset data.
 HZ2630
 HZ2630.The geoid height was determined by GEOID03.
 HZ2630
 HZ2630;                    North         East    Units  Estimated Accuracy
 HZ2630;SPC IN E     -   410,240.       77,580.      MT  (+/- 180 meters Scaled)
 HZ2630
 HZ2630                          SUPERSEDED SURVEY CONTROL
 HZ2630
 HZ2630  NGVD 29 (04/16/04)  173.24   (m)          568.4    (f) RESET       3  
 HZ2630
 HZ2630.Superseded values are not recommended for survey control.
 HZ2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2630.See file dsdata.txt to determine how the superseded data were derived.
 HZ2630
 HZ2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ931110(NAD 83)
 HZ2630_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 LB1745 ***********************************************************************
 LB1745  DESIGNATION -  A 100
 LB1745  PID         -  LB1745
 LB1745  STATE/COUNTY-  IN/WARREN
 LB1745  USGS QUAD   -  WEST LEBANON (1980)
 LB1745
 LB1745                         *CURRENT SURVEY CONTROL
 LB1745  ___________________________________________________________________
 LB1745* NAD 83(1986)-  40 15 02.     (N)    087 28 16.     (W)     SCALED    
 LB1745* NAVD 88     -       208.780  (meters)     684.97   (feet)  ADJUSTED  
 LB1745  ___________________________________________________________________
 LB1745  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 LB1745  DYNAMIC HT  -         208.675 (meters)     684.63  (feet)  COMP
 LB1745  MODELED GRAV-     980,116.4   (mgal)                       NAVD 88
 LB1745
 LB1745  VERT ORDER  -  SECOND    CLASS 0
 LB1745
 LB1745.The horizontal coordinates were scaled from a topographic map and have
 LB1745.an estimated accuracy of +/- 6 seconds.
 LB1745
 LB1745.The orthometric height was determined by differential leveling
 LB1745.and adjusted by the National Geodetic Survey in June 1991..
 LB1745
 LB1745.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1745.See file dsdata.txt to determine how the superseded data were derived.
 LB1745
 LB1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK599556(NAD 83)
 LB1745_MARKER: DB = BENCH MARK DISK
 LB1745_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1745_SP_SET: CULVERT
 LB1745_STAMPING: A 100 1946
 LB1745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1745
 LB1745  HISTORY     - Date     Condition        Report By
 LB1745  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1023 ***********************************************************************
 KA1023  DESIGNATION -  A 102
 KA1023  PID         -  KA1023
 KA1023  STATE/COUNTY-  IN/PARKE
 KA1023  USGS QUAD   -  MONTEZUMA (1978)
 KA1023
 KA1023                         *CURRENT SURVEY CONTROL
 KA1023  ___________________________________________________________________
 KA1023* NAD 83(1986)-  39 49 17.     (N)    087 16 31.     (W)     SCALED    
 KA1023* NAVD 88     -       182.745  (meters)     599.56   (feet)  ADJUSTED  
 KA1023  ___________________________________________________________________
 KA1023  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KA1023  DYNAMIC HT  -         182.643 (meters)     599.22  (feet)  COMP
 KA1023  MODELED GRAV-     980,062.0   (mgal)                       NAVD 88
 KA1023
 KA1023  VERT ORDER  -  SECOND    CLASS 0
 KA1023
 KA1023.The horizontal coordinates were scaled from a topographic map and have
 KA1023.an estimated accuracy of +/- 6 seconds.
 KA1023
 KA1023.The orthometric height was determined by differential leveling
 KA1023.and adjusted by the National Geodetic Survey in June 1991..
 KA1023
 KA1023.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1023.See file dsdata.txt to determine how the superseded data were derived.
 KA1023
 KA1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK764079(NAD 83)
 KA1023_MARKER: DB = BENCH MARK DISK
 KA1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1023_STAMPING: A 102 1946
 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 = OCTOBER  6, 2006
 KA1003 ***********************************************************************
 KA1003  DESIGNATION -  A 103
 KA1003  PID         -  KA1003
 KA1003  STATE/COUNTY-  IN/FOUNTAIN
 KA1003  USGS QUAD   -  ALAMO (1980)
 KA1003
 KA1003                         *CURRENT SURVEY CONTROL
 KA1003  ___________________________________________________________________
 KA1003* NAD 83(1986)-  39 58 03.     (N)    087 05 25.     (W)     SCALED    
 KA1003* NAVD 88     -       227.365  (meters)     745.95   (feet)  ADJUSTED  
 KA1003  ___________________________________________________________________
 KA1003  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KA1003  DYNAMIC HT  -         227.241 (meters)     745.54  (feet)  COMP
 KA1003  MODELED GRAV-     980,075.5   (mgal)                       NAVD 88
 KA1003
 KA1003  VERT ORDER  -  SECOND    CLASS 0
 KA1003
 KA1003.The horizontal coordinates were scaled from a topographic map and have
 KA1003.an estimated accuracy of +/- 6 seconds.
 KA1003
 KA1003.The orthometric height was determined by differential leveling
 KA1003.and adjusted by the National Geodetic Survey in June 1991..
 KA1003
 KA1003.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1003.See file dsdata.txt to determine how the superseded data were derived.
 KA1003
 KA1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK922241(NAD 83)
 KA1003_MARKER: DB = BENCH MARK DISK
 KA1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1003_STAMPING: A 103 1946
 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 = OCTOBER  6, 2006
 LB1755 ***********************************************************************
 LB1755  DESIGNATION -  A 104
 LB1755  PID         -  LB1755
 LB1755  STATE/COUNTY-  IN/FOUNTAIN
 LB1755  USGS QUAD   -  COVINGTON (1991)
 LB1755
 LB1755                         *CURRENT SURVEY CONTROL
 LB1755  ___________________________________________________________________
 LB1755* NAD 83(1986)-  40 07 42.     (N)    087 23 08.     (W)     SCALED    
 LB1755* NAVD 88     -       182.048  (meters)     597.27   (feet)  ADJUSTED  
 LB1755  ___________________________________________________________________
 LB1755  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LB1755  DYNAMIC HT  -         181.954 (meters)     596.96  (feet)  COMP
 LB1755  MODELED GRAV-     980,108.4   (mgal)                       NAVD 88
 LB1755
 LB1755  VERT ORDER  -  SECOND    CLASS 0
 LB1755
 LB1755.The horizontal coordinates were scaled from a topographic map and have
 LB1755.an estimated accuracy of +/- 6 seconds.
 LB1755
 LB1755.The orthometric height was determined by differential leveling
 LB1755.and adjusted by the National Geodetic Survey in June 1991..
 LB1755
 LB1755.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1755.See file dsdata.txt to determine how the superseded data were derived.
 LB1755
 LB1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK671420(NAD 83)
 LB1755_MARKER: DB = BENCH MARK DISK
 LB1755_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1755_SP_SET: CULVERT
 LB1755_STAMPING: A 104 1946
 LB1755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0639 ***********************************************************************
 KA0639  CBN         -  This is a Cooperative Base Network Control Station.
 KA0639  DESIGNATION -  A 105
 KA0639  PID         -  KA0639
 KA0639  STATE/COUNTY-  IN/MONTGOMERY
 KA0639  USGS QUAD   -  NEW MARKET (1980)
 KA0639
 KA0639                         *CURRENT SURVEY CONTROL
 KA0639  ___________________________________________________________________
 KA0639* NAD 83(1997)-  39 58 52.16866(N)    086 54 59.02572(W)     ADJUSTED  
 KA0639* NAVD 88     -       244.629  (meters)     802.59   (feet)  ADJUSTED  
 KA0639  ___________________________________________________________________
 KA0639  X           -     263,274.772 (meters)                     COMP
 KA0639  Y           -  -4,887,127.716 (meters)                     COMP
 KA0639  Z           -   4,076,518.459 (meters)                     COMP
 KA0639  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 KA0639  ELLIP HEIGHT-         211.29  (meters)          (04/10/98) GPS OBS
 KA0639  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KA0639  DYNAMIC HT  -         244.496 (meters)     802.15  (feet)  COMP
 KA0639  MODELED GRAV-     980,076.9   (mgal)                       NAVD 88
 KA0639
 KA0639  HORZ ORDER  -  B
 KA0639  VERT ORDER  -  SECOND    CLASS 0
 KA0639  ELLP ORDER  -  FOURTH    CLASS I
 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 April 1998..
 KA0639
 KA0639.The orthometric height was determined by differential leveling
 KA0639.and adjusted by the National Geodetic Survey in June 1991..
 KA0639
 KA0639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA0639
 KA0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA0639
 KA0639.The ellipsoidal height was determined by GPS observations
 KA0639.and is referenced to NAD 83.
 KA0639
 KA0639.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 KA0639;SPC IN W     -   525,438.938   914,258.866   MT  0.99996917   +0 06 26.1
 KA0639;SPC IN W     - 1,723,877.58  2,999,530.96   sFT  0.99996917   +0 06 26.1
 KA0639;UTM  16      - 4,425,669.286   507,138.371   MT  0.99960063   +0 03 13.4
 KA0639
 KA0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA0639!SPC IN W     -   0.99996685  x   0.99996917  =   0.99993603
 KA0639!UTM  16      -   0.99996685  x   0.99960063  =   0.99956750
 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(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 (04/10/98)  244.63   (m)          802.6    (f) LEVELING    3  
 KA0639  NGVD 29 (??/??/92)  244.726  (m)          802.91   (f) ADJ UNCH    2 0
 KA0639
 KA0639.Superseded values are not recommended for survey control.
 KA0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0639.See file dsdata.txt to determine how the superseded data were derived.
 KA0639
 KA0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK0713825669(NAD 83)
 KA0639_MARKER: DB = BENCH MARK DISK
 KA0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0639_SP_SET: CONCRETE POST
 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
 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,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1313 ***********************************************************************
 LB1313  DESIGNATION -  A 106
 LB1313  PID         -  LB1313
 LB1313  STATE/COUNTY-  IN/NEWTON
 LB1313  USGS QUAD   -  MOUNT AYR (1980)
 LB1313
 LB1313                         *CURRENT SURVEY CONTROL
 LB1313  ___________________________________________________________________
 LB1313* NAD 83(1986)-  40 57 18.     (N)    087 17 43.     (W)     SCALED    
 LB1313* NAVD 88     -       210.424  (meters)     690.37   (feet)  ADJUSTED  
 LB1313  ___________________________________________________________________
 LB1313  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 LB1313  DYNAMIC HT  -         210.333 (meters)     690.07  (feet)  COMP
 LB1313  MODELED GRAV-     980,186.6   (mgal)                       NAVD 88
 LB1313
 LB1313  VERT ORDER  -  SECOND    CLASS 0
 LB1313
 LB1313.The horizontal coordinates were scaled from a topographic map and have
 LB1313.an estimated accuracy of +/- 6 seconds.
 LB1313
 LB1313.The orthometric height was determined by differential leveling
 LB1313.and adjusted by the National Geodetic Survey in June 1991..
 LB1313
 LB1313.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1313.See file dsdata.txt to determine how the superseded data were derived.
 LB1313
 LB1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL751338(NAD 83)
 LB1313_MARKER: DB = BENCH MARK DISK
 LB1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1313_STAMPING: A 106 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1356 ***********************************************************************
 LB1356  DESIGNATION -  A 107
 LB1356  PID         -  LB1356
 LB1356  STATE/COUNTY-  IN/JASPER
 LB1356  USGS QUAD   -  RENSSELAER (1980)
 LB1356
 LB1356                         *CURRENT SURVEY CONTROL
 LB1356  ___________________________________________________________________
 LB1356* NAD 83(1986)-  40 56 04.     (N)    087 08 59.     (W)     SCALED    
 LB1356* NAVD 88     -       202.247  (meters)     663.54   (feet)  ADJUSTED  
 LB1356  ___________________________________________________________________
 LB1356  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 LB1356  DYNAMIC HT  -         202.160 (meters)     663.25  (feet)  COMP
 LB1356  MODELED GRAV-     980,186.6   (mgal)                       NAVD 88
 LB1356
 LB1356  VERT ORDER  -  SECOND    CLASS 0
 LB1356
 LB1356.The horizontal coordinates were scaled from a topographic map and have
 LB1356.an estimated accuracy of +/- 6 seconds.
 LB1356
 LB1356.The orthometric height was determined by differential leveling
 LB1356.and adjusted by the National Geodetic Survey in June 1991..
 LB1356
 LB1356.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1356.See file dsdata.txt to determine how the superseded data were derived.
 LB1356
 LB1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL873314(NAD 83)
 LB1356_MARKER: DB = BENCH MARK DISK
 LB1356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1356_SP_SET: STEP
 LB1356_STAMPING: A 107 1946
 LB1356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1356
 LB1356  HISTORY     - Date     Condition        Report By
 LB1356  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1337 ***********************************************************************
 LB1337  DESIGNATION -  A 108 RESET 1955
 LB1337  PID         -  LB1337
 LB1337  STATE/COUNTY-  IN/JASPER
 LB1337  USGS QUAD   -  REMINGTON (1980)
 LB1337
 LB1337                         *CURRENT SURVEY CONTROL
 LB1337  ___________________________________________________________________
 LB1337* NAD 83(1986)-  40 46 08.     (N)    087 09 12.     (W)     SCALED    
 LB1337* NAVD 88     -       218.29   (meters)     716.2    (feet)  RESET     
 LB1337  ___________________________________________________________________
 LB1337  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 LB1337
 LB1337  VERT ORDER  -  THIRD
 LB1337
 LB1337.The horizontal coordinates were scaled from a topographic map and have
 LB1337.an estimated accuracy of +/- 6 seconds.
 LB1337
 LB1337.The orthometric height was computed from unverified reset data.
 LB1337
 LB1337.The geoid height was determined by GEOID03.
 LB1337
 LB1337;                    North         East    Units  Estimated Accuracy
 LB1337;SPC IN W     -   612,900.      894,090.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1337.See file dsdata.txt to determine how the superseded data were derived.
 LB1337
 LB1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL870131(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1337
 LB1337  HISTORY     - Date     Condition        Report By
 LB1337  HISTORY     - 1955     MONUMENTED       INHD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0694 ***********************************************************************
 JA0694  DESIGNATION -  A 11
 JA0694  PID         -  JA0694
 JA0694  STATE/COUNTY-  IN/MARTIN
 JA0694  USGS QUAD   -  SHOALS (1993)
 JA0694
 JA0694                         *CURRENT SURVEY CONTROL
 JA0694  ___________________________________________________________________
 JA0694* NAD 83(1986)-  38 40 11.     (N)    086 47 49.     (W)     SCALED    
 JA0694* NAVD 88     -       158.966  (meters)     521.54   (feet)  ADJUSTED  
 JA0694  ___________________________________________________________________
 JA0694  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 JA0694  DYNAMIC HT  -         158.863 (meters)     521.20  (feet)  COMP
 JA0694  MODELED GRAV-     979,976.7   (mgal)                       NAVD 88
 JA0694
 JA0694  VERT ORDER  -  FIRST     CLASS II
 JA0694
 JA0694.The horizontal coordinates were scaled from a topographic map and have
 JA0694.an estimated accuracy of +/- 6 seconds.
 JA0694
 JA0694.The orthometric height was determined by differential leveling
 JA0694.and adjusted by the National Geodetic Survey in June 1991..
 JA0694.WARNING-Repeat measurements at this control monument indicate possible
 JA0694.vertical movement.
 JA0694
 JA0694.The geoid height was determined by GEOID03.
 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     -   379,870.      924,920.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0694.See file dsdata.txt to determine how the superseded data were derived.
 JA0694
 JA0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH176801(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0694
 JA0694  HISTORY     - Date     Condition        Report By
 JA0694  HISTORY     - 1930     MONUMENTED       CGS
 JA0694  HISTORY     - 1965     GOOD             NGS
 JA0694
 JA0694                          STATION DESCRIPTION
 JA0694
 JA0694'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1362 ***********************************************************************
 LB1362  DESIGNATION -  A 110
 LB1362  PID         -  LB1362
 LB1362  STATE/COUNTY-  IN/JASPER
 LB1362  USGS QUAD   -  MC COYSBURG (1962)
 LB1362
 LB1362                         *CURRENT SURVEY CONTROL
 LB1362  ___________________________________________________________________
 LB1362* NAD 83(1986)-  40 59 32.     (N)    087 00 11.     (W)     SCALED    
 LB1362* NAVD 88     -       212.635  (meters)     697.62   (feet)  ADJUSTED  
 LB1362  ___________________________________________________________________
 LB1362  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 LB1362  DYNAMIC HT  -         212.542 (meters)     697.31  (feet)  COMP
 LB1362  MODELED GRAV-     980,182.3   (mgal)                       NAVD 88
 LB1362
 LB1362  VERT ORDER  -  SECOND    CLASS 0
 LB1362
 LB1362.The horizontal coordinates were scaled from a topographic map and have
 LB1362.an estimated accuracy of +/- 6 seconds.
 LB1362
 LB1362.The orthometric height was determined by differential leveling
 LB1362.and adjusted by the National Geodetic Survey in June 1991..
 LB1362
 LB1362.The geoid height was determined by GEOID03.
 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     -   637,700.      906,760.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1362.See file dsdata.txt to determine how the superseded data were derived.
 LB1362
 LB1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL997378(NAD 83)
 LB1362_MARKER: DB = BENCH MARK DISK
 LB1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1362_STAMPING: A 110 1946
 LB1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1362+STABILITY: SURFACE MOTION
 LB1362
 LB1362  HISTORY     - Date     Condition        Report By
 LB1362  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0627 ***********************************************************************
 LB0627  DESIGNATION -  A 111
 LB0627  PID         -  LB0627
 LB0627  STATE/COUNTY-  IN/BOONE
 LB0627  USGS QUAD   -  LEBANON (1979)
 LB0627
 LB0627                         *CURRENT SURVEY CONTROL
 LB0627  ___________________________________________________________________
 LB0627* NAD 83(1986)-  40 02 03.     (N)    086 27 54.     (W)     SCALED    
 LB0627* NAVD 88     -       289.201  (meters)     948.82   (feet)  ADJUSTED  
 LB0627  ___________________________________________________________________
 LB0627  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 LB0627  DYNAMIC HT  -         289.041 (meters)     948.30  (feet)  COMP
 LB0627  MODELED GRAV-     980,065.3   (mgal)                       NAVD 88
 LB0627
 LB0627  VERT ORDER  -  SECOND    CLASS 0
 LB0627
 LB0627.The horizontal coordinates were scaled from a topographic map and have
 LB0627.an estimated accuracy of +/- 6 seconds.
 LB0627
 LB0627.The orthometric height was determined by differential leveling
 LB0627.and adjusted by the National Geodetic Survey in June 1991..
 LB0627
 LB0627.The geoid height was determined by GEOID03.
 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     -   531,490.      952,770.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0627.See file dsdata.txt to determine how the superseded data were derived.
 LB0627
 LB0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK456316(NAD 83)
 LB0627_MARKER: DB = BENCH MARK DISK
 LB0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0627_STAMPING: A 111 1946
 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 = OCTOBER  6, 2006
 LB0602 ***********************************************************************
 LB0602  DESIGNATION -  A 112
 LB0602  PID         -  LB0602
 LB0602  STATE/COUNTY-  IN/HAMILTON
 LB0602  USGS QUAD   -  WESTFIELD (1992)
 LB0602
 LB0602                         *CURRENT SURVEY CONTROL
 LB0602  ___________________________________________________________________
 LB0602* NAD 83(1986)-  40 02 34.     (N)    086 09 03.     (W)     SCALED    
 LB0602* NAVD 88     -       275.226  (meters)     902.97   (feet)  ADJUSTED  
 LB0602  ___________________________________________________________________
 LB0602  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 LB0602  DYNAMIC HT  -         275.073 (meters)     902.47  (feet)  COMP
 LB0602  MODELED GRAV-     980,062.2   (mgal)                       NAVD 88
 LB0602
 LB0602  VERT ORDER  -  SECOND    CLASS 0
 LB0602
 LB0602.The horizontal coordinates were scaled from a topographic map and have
 LB0602.an estimated accuracy of +/- 6 seconds.
 LB0602
 LB0602.The orthometric height was determined by differential leveling
 LB0602.and adjusted by the National Geodetic Survey in June 1991..
 LB0602
 LB0602.The geoid height was determined by GEOID03.
 LB0602
 LB0602.The dynamic height is computed by dividing the NAVD 88
 LB0602.geopotential number by the normal gravity value computed on the
 LB0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0602.degrees latitude (g = 980.6199 gals.).
 LB0602
 LB0602.The modeled gravity was interpolated from observed gravity values.
 LB0602
 LB0602;                    North         East    Units  Estimated Accuracy
 LB0602;SPC IN E     -   532,380.       58,680.      MT  (+/- 180 meters Scaled)
 LB0602
 LB0602                          SUPERSEDED SURVEY CONTROL
 LB0602
 LB0602  NGVD 29 (??/??/92)  275.342  (m)          903.35   (f) ADJ UNCH    2 0
 LB0602
 LB0602.Superseded values are not recommended for survey control.
 LB0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0602.See file dsdata.txt to determine how the superseded data were derived.
 LB0602
 LB0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK724328(NAD 83)
 LB0602_MARKER: DB = BENCH MARK DISK
 LB0602_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0602_SP_SET: BOX CULVERT HEADWALL
 LB0602_STAMPING: A 112 1946
 LB0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0602
 LB0602  HISTORY     - Date     Condition        Report By
 LB0602  HISTORY     - 1946     MONUMENTED       CGS
 LB0602
 LB0602                          STATION DESCRIPTION
 LB0602
 LB0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0602'1 MI W FROM WESTFIELD.
 LB0602'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 32 FROM WASHINGTON HIGH
 LB0602'SCHOOL AT WESTFIELD, AT THE JUNCTION WITH A SIDE ROAD LEADING
 LB0602'NORTH, SET IN THE TOP OF THE SOUTH END OF THE EAST HEADWALL OF A
 LB0602'CONCRETE 6-FOOT BOX CULVERT UNDER THE SIDE ROAD, 21 FEET NORTH
 LB0602'OF THE CENTER LINE OF THE HIGHWAY, 12 FEET EAST OF THE CENTER
 LB0602'LINE OF THE SIDE ROAD, AND ABOUT 1 FOOT ABOVE HIGHWAY LEVEL.
 LB0602'A STANDARD DISK, STAMPED A 112 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0621 ***********************************************************************
 LB0621  DESIGNATION -  A 113
 LB0621  PID         -  LB0621
 LB0621  STATE/COUNTY-  IN/BOONE
 LB0621  USGS QUAD   -  LEBANON (1979)
 LB0621
 LB0621                         *CURRENT SURVEY CONTROL
 LB0621  ___________________________________________________________________
 LB0621* NAD 83(1986)-  40 02 47.     (N)    086 28 48.     (W)     SCALED    
 LB0621* NAVD 88     -       286.209  (meters)     939.00   (feet)  ADJUSTED  
 LB0621  ___________________________________________________________________
 LB0621  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 LB0621  DYNAMIC HT  -         286.051 (meters)     938.49  (feet)  COMP
 LB0621  MODELED GRAV-     980,066.9   (mgal)                       NAVD 88
 LB0621
 LB0621  VERT ORDER  -  SECOND    CLASS 0
 LB0621
 LB0621.The horizontal coordinates were scaled from a topographic map and have
 LB0621.an estimated accuracy of +/- 6 seconds.
 LB0621
 LB0621.The orthometric height was determined by differential leveling
 LB0621.and adjusted by the National Geodetic Survey in June 1991..
 LB0621
 LB0621.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0621.See file dsdata.txt to determine how the superseded data were derived.
 LB0621
 LB0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK443330(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0583 ***********************************************************************
 LB0583  DESIGNATION -  A 114
 LB0583  PID         -  LB0583
 LB0583  STATE/COUNTY-  IN/BOONE
 LB0583  USGS QUAD   -  MECHANICSBURG (1961)
 LB0583
 LB0583                         *CURRENT SURVEY CONTROL
 LB0583  ___________________________________________________________________
 LB0583* NAD 83(1986)-  40 07 37.     (N)    086 22 32.     (W)     SCALED    
 LB0583* NAVD 88     -       283.812  (meters)     931.14   (feet)  ADJUSTED  
 LB0583  ___________________________________________________________________
 LB0583  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 LB0583  DYNAMIC HT  -         283.656 (meters)     930.63  (feet)  COMP
 LB0583  MODELED GRAV-     980,067.4   (mgal)                       NAVD 88
 LB0583
 LB0583  VERT ORDER  -  SECOND    CLASS 0
 LB0583
 LB0583.The horizontal coordinates were scaled from a topographic map and have
 LB0583.an estimated accuracy of +/- 6 seconds.
 LB0583
 LB0583.The orthometric height was determined by differential leveling
 LB0583.and adjusted by the National Geodetic Survey in June 1991..
 LB0583
 LB0583.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 LB0583;SPC IN W     -   541,850.      960,330.      MT  (+/- 180 meters Scaled)
 LB0583
 LB0583                          SUPERSEDED SURVEY CONTROL
 LB0583
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0583.See file dsdata.txt to determine how the superseded data were derived.
 LB0583
 LB0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK532420(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0583
 LB0583  HISTORY     - Date     Condition        Report By
 LB0583  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0033 ***********************************************************************
 LB0033  DESIGNATION -  A 115
 LB0033  PID         -  LB0033
 LB0033  STATE/COUNTY-  IN/HOWARD
 LB0033  USGS QUAD   -  YOUNG AMERICA (1959)
 LB0033
 LB0033                         *CURRENT SURVEY CONTROL
 LB0033  ___________________________________________________________________
 LB0033* NAD 83(1986)-  40 31 58.     (N)    086 16 15.     (W)     SCALED    
 LB0033* NAVD 88     -       244.981  (meters)     803.74   (feet)  ADJUSTED  
 LB0033  ___________________________________________________________________
 LB0033  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 LB0033  DYNAMIC HT  -         244.857 (meters)     803.34  (feet)  COMP
 LB0033  MODELED GRAV-     980,110.8   (mgal)                       NAVD 88
 LB0033
 LB0033  VERT ORDER  -  SECOND    CLASS 0
 LB0033
 LB0033.The horizontal coordinates were scaled from a topographic map and have
 LB0033.an estimated accuracy of +/- 6 seconds.
 LB0033
 LB0033.The orthometric height was determined by differential leveling
 LB0033.and adjusted by the National Geodetic Survey in June 1991..
 LB0033
 LB0033.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0033.See file dsdata.txt to determine how the superseded data were derived.
 LB0033
 LB0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK617871(NAD 83)
 LB0033_MARKER: DB = BENCH MARK DISK
 LB0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0033_STAMPING: A 115 1946
 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 = OCTOBER  6, 2006
 LB0316 ***********************************************************************
 LB0316  DESIGNATION -  A 116
 LB0316  PID         -  LB0316
 LB0316  STATE/COUNTY-  IN/CLINTON
 LB0316  USGS QUAD   -  MICHIGANTOWN (1980)
 LB0316
 LB0316                         *CURRENT SURVEY CONTROL
 LB0316  ___________________________________________________________________
 LB0316* NAD 83(1986)-  40 21 33.     (N)    086 23 34.     (W)     SCALED    
 LB0316* NAVD 88     -       260.594  (meters)     854.97   (feet)  ADJUSTED  
 LB0316  ___________________________________________________________________
 LB0316  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 LB0316  DYNAMIC HT  -         260.457 (meters)     854.52  (feet)  COMP
 LB0316  MODELED GRAV-     980,091.4   (mgal)                       NAVD 88
 LB0316
 LB0316  VERT ORDER  -  SECOND    CLASS 0
 LB0316
 LB0316.The horizontal coordinates were scaled from a topographic map and have
 LB0316.an estimated accuracy of +/- 6 seconds.
 LB0316
 LB0316.The orthometric height was determined by differential leveling
 LB0316.and adjusted by the National Geodetic Survey in June 1991..
 LB0316
 LB0316.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0316.See file dsdata.txt to determine how the superseded data were derived.
 LB0316
 LB0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK515677(NAD 83)
 LB0316_MARKER: DB = BENCH MARK DISK
 LB0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0316_STAMPING: A 116 1946
 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 = OCTOBER  6, 2006
 LB0388 ***********************************************************************
 LB0388  DESIGNATION -  A 117
 LB0388  PID         -  LB0388
 LB0388  STATE/COUNTY-  IN/HOWARD
 LB0388  USGS QUAD   -  RUSSIAVILLE (1961)
 LB0388
 LB0388                         *CURRENT SURVEY CONTROL
 LB0388  ___________________________________________________________________
 LB0388* NAD 83(1986)-  40 29 20.     (N)    086 21 26.     (W)     SCALED    
 LB0388* NAVD 88     -       227.317  (meters)     745.79   (feet)  ADJUSTED  
 LB0388  ___________________________________________________________________
 LB0388  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 LB0388  DYNAMIC HT  -         227.200 (meters)     745.41  (feet)  COMP
 LB0388  MODELED GRAV-     980,104.5   (mgal)                       NAVD 88
 LB0388
 LB0388  VERT ORDER  -  SECOND    CLASS 0
 LB0388
 LB0388.The horizontal coordinates were scaled from a topographic map and have
 LB0388.an estimated accuracy of +/- 6 seconds.
 LB0388
 LB0388.The orthometric height was determined by differential leveling
 LB0388.and adjusted by the National Geodetic Survey in June 1991..
 LB0388
 LB0388.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0388.See file dsdata.txt to determine how the superseded data were derived.
 LB0388
 LB0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK544822(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0016 ***********************************************************************
 LB0016  DESIGNATION -  A 118 RESET 1961
 LB0016  PID         -  LB0016
 LB0016  STATE/COUNTY-  IN/CARROLL
 LB0016  USGS QUAD   -  CLYMERS (1987)
 LB0016
 LB0016                         *CURRENT SURVEY CONTROL
 LB0016  ___________________________________________________________________
 LB0016* NAD 83(1986)-  40 40 40.     (N)    086 23 29.     (W)     SCALED    
 LB0016* NAVD 88     -       215.61   (meters)     707.4    (feet)  RESET     
 LB0016  ___________________________________________________________________
 LB0016  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 LB0016
 LB0016  VERT ORDER  -  THIRD
 LB0016
 LB0016.The horizontal coordinates were scaled from a topographic map and have
 LB0016.an estimated accuracy of +/- 6 seconds.
 LB0016
 LB0016.The orthometric height was computed from unverified reset data.
 LB0016
 LB0016.The geoid height was determined by GEOID03.
 LB0016
 LB0016;                    North         East    Units  Estimated Accuracy
 LB0016;SPC IN W     -   603,010.      958,500.      MT  (+/- 180 meters Scaled)
 LB0016
 LB0016                          SUPERSEDED SURVEY CONTROL
 LB0016
 LB0016.No superseded survey control is available for this station.
 LB0016
 LB0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL514031(NAD 83)
 LB0016_MARKER: DD = SURVEY DISK
 LB0016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0016_SP_SET: BRIDGE CURB
 LB0016_STAMPING: A 118 RESET 1961
 LB0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0016
 LB0016  HISTORY     - Date     Condition        Report By
 LB0016  HISTORY     - 1961     MONUMENTED       INHD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0685 ***********************************************************************
 LB0685  DESIGNATION -  A 119
 LB0685  PID         -  LB0685
 LB0685  STATE/COUNTY-  IN/CLINTON
 LB0685  USGS QUAD   -  ROSSVILLE (1961)
 LB0685
 LB0685                         *CURRENT SURVEY CONTROL
 LB0685  ___________________________________________________________________
 LB0685* NAD 83(1986)-  40 24 08.     (N)    086 35 27.     (W)     SCALED    
 LB0685* NAVD 88     -       227.089  (meters)     745.04   (feet)  ADJUSTED  
 LB0685  ___________________________________________________________________
 LB0685  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 LB0685  DYNAMIC HT  -         226.973 (meters)     744.66  (feet)  COMP
 LB0685  MODELED GRAV-     980,109.5   (mgal)                       NAVD 88
 LB0685
 LB0685  VERT ORDER  -  SECOND    CLASS 0
 LB0685
 LB0685.The horizontal coordinates were scaled from a topographic map and have
 LB0685.an estimated accuracy of +/- 6 seconds.
 LB0685
 LB0685.The orthometric height was determined by differential leveling
 LB0685.and adjusted by the National Geodetic Survey in June 1991..
 LB0685
 LB0685.The geoid height was determined by GEOID03.
 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     -   572,300.      941,810.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0685.See file dsdata.txt to determine how the superseded data were derived.
 LB0685
 LB0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK347724(NAD 83)
 LB0685_MARKER: DB = BENCH MARK DISK
 LB0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0685_STAMPING: A 119 1946
 LB0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0685+STABILITY: SURFACE MOTION
 LB0685
 LB0685  HISTORY     - Date     Condition        Report By
 LB0685  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0923 ***********************************************************************
 JA0923  DESIGNATION -  A 12
 JA0923  PID         -  JA0923
 JA0923  STATE/COUNTY-  IN/PIKE
 JA0923  USGS QUAD   -  MONROE CITY (1980)
 JA0923
 JA0923                         *CURRENT SURVEY CONTROL
 JA0923  ___________________________________________________________________
 JA0923* NAD 83(1986)-  38 30 23.     (N)    087 16 42.     (W)     SCALED    
 JA0923* NAVD 88     -       137.074  (meters)     449.72   (feet)  ADJUSTED  
 JA0923  ___________________________________________________________________
 JA0923  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 JA0923  DYNAMIC HT  -         136.984 (meters)     449.42  (feet)  COMP
 JA0923  MODELED GRAV-     979,975.3   (mgal)                       NAVD 88
 JA0923
 JA0923  VERT ORDER  -  FIRST     CLASS II
 JA0923
 JA0923.The horizontal coordinates were scaled from a topographic map and have
 JA0923.an estimated accuracy of +/- 6 seconds.
 JA0923
 JA0923.The orthometric height was determined by differential leveling
 JA0923.and adjusted by the National Geodetic Survey in June 1991..
 JA0923
 JA0923.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0923.See file dsdata.txt to determine how the superseded data were derived.
 JA0923
 JA0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH757620(NAD 83)
 JA0923_MARKER: DB = BENCH MARK DISK
 JA0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0923_STAMPING: A 12 1930
 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             NGS
 JA0923  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0923
 JA0923                          STATION DESCRIPTION
 JA0923
 JA0923'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0782 ***********************************************************************
 LB0782  DESIGNATION -  A 120
 LB0782  PID         -  LB0782
 LB0782  STATE/COUNTY-  IN/TIPPECANOE
 LB0782  USGS QUAD   -  LAFAYETTE EAST (1986)
 LB0782
 LB0782                         *CURRENT SURVEY CONTROL
 LB0782  ___________________________________________________________________
 LB0782* NAD 83(1986)-  40 23 59.     (N)    086 45 09.     (W)     SCALED    
 LB0782* NAVD 88     -       205.007  (meters)     672.59   (feet)  ADJUSTED  
 LB0782  ___________________________________________________________________
 LB0782  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 LB0782  DYNAMIC HT  -         204.904 (meters)     672.26  (feet)  COMP
 LB0782  MODELED GRAV-     980,117.0   (mgal)                       NAVD 88
 LB0782
 LB0782  VERT ORDER  -  SECOND    CLASS 0
 LB0782
 LB0782.The horizontal coordinates were scaled from a topographic map and have
 LB0782.an estimated accuracy of +/- 6 seconds.
 LB0782
 LB0782.The orthometric height was determined by differential leveling
 LB0782.and adjusted by the National Geodetic Survey in June 1991..
 LB0782
 LB0782.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0782.See file dsdata.txt to determine how the superseded data were derived.
 LB0782
 LB0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK210721(NAD 83)
 LB0782_MARKER: DB = BENCH MARK DISK
 LB0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0782_STAMPING: A 120 1946
 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             NGS
 LB0782  HISTORY     - 20020520 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0593 ***********************************************************************
 KA0593  DESIGNATION -  A 121
 KA0593  PID         -  KA0593
 KA0593  STATE/COUNTY-  IN/PUTNAM
 KA0593  USGS QUAD   -  GREENCASTLE (1986)
 KA0593
 KA0593                         *CURRENT SURVEY CONTROL
 KA0593  ___________________________________________________________________
 KA0593* NAD 83(1986)-  39 38 39.     (N)    086 51 54.     (W)     SCALED    
 KA0593* NAVD 88     -       258.238  (meters)     847.24   (feet)  ADJUSTED  
 KA0593  ___________________________________________________________________
 KA0593  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KA0593  DYNAMIC HT  -         258.092 (meters)     846.76  (feet)  COMP
 KA0593  MODELED GRAV-     980,056.4   (mgal)                       NAVD 88
 KA0593
 KA0593  VERT ORDER  -  FIRST     CLASS II
 KA0593
 KA0593.The horizontal coordinates were scaled from a topographic map and have
 KA0593.an estimated accuracy of +/- 6 seconds.
 KA0593
 KA0593.The orthometric height was determined by differential leveling
 KA0593.and adjusted by the National Geodetic Survey in June 1991..
 KA0593
 KA0593.The geoid height was determined by GEOID03.
 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     -   488,030.      918,740.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0593.See file dsdata.txt to determine how the superseded data were derived.
 KA0593
 KA0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ115882(NAD 83)
 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
 KA0593  HISTORY     - Date     Condition        Report By
 KA0593  HISTORY     - 1946     MONUMENTED       CGS
 KA0593  HISTORY     - 1985     GOOD             NGS
 KA0593  HISTORY     - 20051230 GOOD             GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0112 ***********************************************************************
 KA0112  DESIGNATION -  A 122
 KA0112  PID         -  KA0112
 KA0112  STATE/COUNTY-  IN/HENDRICKS
 KA0112  USGS QUAD   -  FAYETTE (1963)
 KA0112
 KA0112                         *CURRENT SURVEY CONTROL
 KA0112  ___________________________________________________________________
 KA0112* NAD 83(1986)-  39 52 30.     (N)    086 29 46.     (W)     SCALED    
 KA0112* NAVD 88     -       289.154  (meters)     948.67   (feet)  ADJUSTED  
 KA0112  ___________________________________________________________________
 KA0112  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KA0112  DYNAMIC HT  -         288.996 (meters)     948.15  (feet)  COMP
 KA0112  MODELED GRAV-     980,069.9   (mgal)                       NAVD 88
 KA0112
 KA0112  VERT ORDER  -  SECOND    CLASS 0
 KA0112
 KA0112.The horizontal coordinates were scaled from a topographic map and have
 KA0112.an estimated accuracy of +/- 6 seconds.
 KA0112
 KA0112.The orthometric height was determined by differential leveling
 KA0112.and adjusted by the National Geodetic Survey in June 1991..
 KA0112
 KA0112.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0112.See file dsdata.txt to determine how the superseded data were derived.
 KA0112
 KA0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK430140(NAD 83)
 KA0112_MARKER: DB = BENCH MARK DISK
 KA0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0112_STAMPING: A 122 1946
 KA0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0112+STABILITY: SURFACE MOTION
 KA0112
 KA0112  HISTORY     - Date     Condition        Report By
 KA0112  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1393 ***********************************************************************
 LB1393  DESIGNATION -  A 123
 LB1393  PID         -  LB1393
 LB1393  STATE/COUNTY-  IN/BENTON
 LB1393  USGS QUAD   -  TEMPLETON (1980)
 LB1393
 LB1393                         *CURRENT SURVEY CONTROL
 LB1393  ___________________________________________________________________
 LB1393* NAD 83(1986)-  40 36 21.     (N)    087 11 53.     (W)     SCALED    
 LB1393* NAVD 88     -       227.681  (meters)     746.98   (feet)  ADJUSTED  
 LB1393  ___________________________________________________________________
 LB1393  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 LB1393  DYNAMIC HT  -         227.570 (meters)     746.62  (feet)  COMP
 LB1393  MODELED GRAV-     980,131.5   (mgal)                       NAVD 88
 LB1393
 LB1393  VERT ORDER  -  SECOND    CLASS 0
 LB1393
 LB1393.The horizontal coordinates were scaled from a topographic map and have
 LB1393.an estimated accuracy of +/- 6 seconds.
 LB1393
 LB1393.The orthometric height was determined by differential leveling
 LB1393.and adjusted by the National Geodetic Survey in June 1991..
 LB1393
 LB1393.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1393.See file dsdata.txt to determine how the superseded data were derived.
 LB1393
 LB1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK832950(NAD 83)
 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 = OCTOBER  6, 2006
 LB2725 ***********************************************************************
 LB2725  DESIGNATION -  A 123 RESET
 LB2725  PID         -  LB2725
 LB2725  STATE/COUNTY-  IN/BENTON
 LB2725  USGS QUAD   -  TEMPLETON (1980)
 LB2725
 LB2725                         *CURRENT SURVEY CONTROL
 LB2725  ___________________________________________________________________
 LB2725* NAD 83(1986)-  40 36 21.     (N)    087 11 53.     (W)     SCALED    
 LB2725* NAVD 88     -       223.60   (meters)     733.6    (feet)  RESET     
 LB2725  ___________________________________________________________________
 LB2725  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 LB2725
 LB2725  VERT ORDER  -  THIRD
 LB2725
 LB2725.The horizontal coordinates were scaled from a topographic map and have
 LB2725.an estimated accuracy of +/- 6 seconds.
 LB2725
 LB2725.The orthometric height was computed from unverified reset data.
 LB2725
 LB2725.The geoid height was determined by GEOID03.
 LB2725
 LB2725;                    North         East    Units  Estimated Accuracy
 LB2725;SPC IN W     -   594,790.      890,290.      MT  (+/- 180 meters Scaled)
 LB2725
 LB2725                          SUPERSEDED SURVEY CONTROL
 LB2725
 LB2725  NGVD 29 (04/16/04)  223.67   (m)          733.8    (f) RESET       3  
 LB2725
 LB2725.Superseded values are not recommended for survey control.
 LB2725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2725.See file dsdata.txt to determine how the superseded data were derived.
 LB2725
 LB2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK832950(NAD 83)
 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 = OCTOBER  6, 2006
 LB1329 ***********************************************************************
 LB1329  DESIGNATION -  A 124
 LB1329  PID         -  LB1329
 LB1329  STATE/COUNTY-  IN/BENTON
 LB1329  USGS QUAD   -  WADENA (1980)
 LB1329
 LB1329                         *CURRENT SURVEY CONTROL
 LB1329  ___________________________________________________________________
 LB1329* NAD 83(1986)-  40 40 43.     (N)    087 16 01.     (W)     SCALED    
 LB1329* NAVD 88     -       232.401  (meters)     762.47   (feet)  ADJUSTED  
 LB1329  ___________________________________________________________________
 LB1329  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 LB1329  DYNAMIC HT  -         232.290 (meters)     762.10  (feet)  COMP
 LB1329  MODELED GRAV-     980,144.4   (mgal)                       NAVD 88
 LB1329
 LB1329  VERT ORDER  -  SECOND    CLASS 0
 LB1329
 LB1329.The horizontal coordinates were scaled from a topographic map and have
 LB1329.an estimated accuracy of +/- 6 seconds.
 LB1329
 LB1329.The orthometric height was determined by differential leveling
 LB1329.and adjusted by the National Geodetic Survey in June 1991..
 LB1329
 LB1329.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1329.See file dsdata.txt to determine how the superseded data were derived.
 LB1329
 LB1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL774031(NAD 83)
 LB1329_MARKER: DB = BENCH MARK DISK
 LB1329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1329_SP_SET: RETAINING WALL
 LB1329_STAMPING: A 124 1946
 LB1329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1460 ***********************************************************************
 LB1460  DESIGNATION -  A 125
 LB1460  PID         -  LB1460
 LB1460  STATE/COUNTY-  IN/WHITE
 LB1460  USGS QUAD   -  WOLCOTT (1991)
 LB1460
 LB1460                         *CURRENT SURVEY CONTROL
 LB1460  ___________________________________________________________________
 LB1460* NAD 83(1986)-  40 45 02.     (N)    087 00 20.     (W)     SCALED    
 LB1460* NAVD 88     -       213.506  (meters)     700.48   (feet)  ADJUSTED  
 LB1460  ___________________________________________________________________
 LB1460  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 LB1460  DYNAMIC HT  -         213.407 (meters)     700.15  (feet)  COMP
 LB1460  MODELED GRAV-     980,157.4   (mgal)                       NAVD 88
 LB1460
 LB1460  VERT ORDER  -  SECOND    CLASS 0
 LB1460
 LB1460.The horizontal coordinates were scaled from a topographic map and have
 LB1460.an estimated accuracy of +/- 6 seconds.
 LB1460
 LB1460.The orthometric height was determined by differential leveling
 LB1460.and adjusted by the National Geodetic Survey in June 1991..
 LB1460
 LB1460.The geoid height was determined by GEOID03.
 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     -   610,860.      906,570.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1460.See file dsdata.txt to determine how the superseded data were derived.
 LB1460
 LB1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL995110(NAD 83)
 LB1460_MARKER: DB = BENCH MARK DISK
 LB1460_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1460_SP_SET: CULVERT
 LB1460_STAMPING: A 125 1946
 LB1460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1737 ***********************************************************************
 LB1737  DESIGNATION -  A 126
 LB1737  PID         -  LB1737
 LB1737  STATE/COUNTY-  IN/WARREN
 LB1737  USGS QUAD   -  PINE VILLAGE (1980)
 LB1737
 LB1737                         *CURRENT SURVEY CONTROL
 LB1737  ___________________________________________________________________
 LB1737* NAD 83(1986)-  40 24 52.     (N)    087 20 38.     (W)     SCALED    
 LB1737* NAVD 88     -       195.243  (meters)     640.56   (feet)  ADJUSTED  
 LB1737  ___________________________________________________________________
 LB1737  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 LB1737  DYNAMIC HT  -         195.145 (meters)     640.24  (feet)  COMP
 LB1737  MODELED GRAV-     980,120.9   (mgal)                       NAVD 88
 LB1737
 LB1737  VERT ORDER  -  SECOND    CLASS 0
 LB1737
 LB1737.The horizontal coordinates were scaled from a topographic map and have
 LB1737.an estimated accuracy of +/- 6 seconds.
 LB1737
 LB1737.The orthometric height was determined by differential leveling
 LB1737.and adjusted by the National Geodetic Survey in June 1991..
 LB1737
 LB1737.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1737.See file dsdata.txt to determine how the superseded data were derived.
 LB1737
 LB1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK708738(NAD 83)
 LB1737_MARKER: DB = BENCH MARK DISK
 LB1737_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1737_SP_SET: BRIDGE
 LB1737_STAMPING: A 126 1946
 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 = OCTOBER  6, 2006
 LB1738 ***********************************************************************
 LB1738  DESIGNATION -  A 126 RESET 1965
 LB1738  PID         -  LB1738
 LB1738  STATE/COUNTY-  IN/WARREN
 LB1738  USGS QUAD   -  PINE VILLAGE (1980)
 LB1738
 LB1738                         *CURRENT SURVEY CONTROL
 LB1738  ___________________________________________________________________
 LB1738* NAD 83(1986)-  40 24 52.     (N)    087 20 38.     (W)     SCALED    
 LB1738* NAVD 88     -       196.28   (meters)     644.0    (feet)  RESET     
 LB1738  ___________________________________________________________________
 LB1738  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 LB1738
 LB1738  VERT ORDER  -  THIRD
 LB1738
 LB1738.The horizontal coordinates were scaled from a topographic map and have
 LB1738.an estimated accuracy of +/- 6 seconds.
 LB1738
 LB1738.The orthometric height was computed from unverified reset data.
 LB1738
 LB1738.The geoid height was determined by GEOID03.
 LB1738
 LB1738;                    North         East    Units  Estimated Accuracy
 LB1738;SPC IN W     -   573,570.      877,890.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1738.See file dsdata.txt to determine how the superseded data were derived.
 LB1738
 LB1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK708738(NAD 83)
 LB1738_MARKER: DB = BENCH MARK DISK
 LB1738_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1738_SP_SET: WALK
 LB1738_STAMPING: A 126 RESET 1965
 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 = OCTOBER  6, 2006
 LB0142 ***********************************************************************
 LB0142  DESIGNATION -  A 127
 LB0142  PID         -  LB0142
 LB0142  STATE/COUNTY-  IN/CASS
 LB0142  USGS QUAD   -  LUCERNE (1986)
 LB0142
 LB0142                         *CURRENT SURVEY CONTROL
 LB0142  ___________________________________________________________________
 LB0142* NAD 83(1986)-  40 51 58.     (N)    086 28 00.     (W)     SCALED    
 LB0142* NAVD 88     -       232.403  (meters)     762.48   (feet)  ADJUSTED  
 LB0142  ___________________________________________________________________
 LB0142  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 LB0142  DYNAMIC HT  -         232.298 (meters)     762.13  (feet)  COMP
 LB0142  MODELED GRAV-     980,167.4   (mgal)                       NAVD 88
 LB0142
 LB0142  VERT ORDER  -  SECOND    CLASS 0
 LB0142
 LB0142.The horizontal coordinates were scaled from a topographic map and have
 LB0142.an estimated accuracy of +/- 6 seconds.
 LB0142
 LB0142.The orthometric height was determined by differential leveling
 LB0142.and adjusted by the National Geodetic Survey in June 1991..
 LB0142
 LB0142.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0142.See file dsdata.txt to determine how the superseded data were derived.
 LB0142
 LB0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL449240(NAD 83)
 LB0142_MARKER: DB = BENCH MARK DISK
 LB0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0142_SP_SET: BOX CULVERT
 LB0142_STAMPING: A 127 1946
 LB0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1042 ***********************************************************************
 LB1042  DESIGNATION -  A 129
 LB1042  PID         -  LB1042
 LB1042  STATE/COUNTY-  IN/CASS
 LB1042  USGS QUAD   -  STAR CITY (1962)
 LB1042
 LB1042                         *CURRENT SURVEY CONTROL
 LB1042  ___________________________________________________________________
 LB1042* NAD 83(1986)-  40 53 39.     (N)    086 31 04.     (W)     SCALED    
 LB1042* NAVD 88     -       220.701  (meters)     724.08   (feet)  ADJUSTED  
 LB1042  ___________________________________________________________________
 LB1042  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 LB1042  DYNAMIC HT  -         220.602 (meters)     723.76  (feet)  COMP
 LB1042  MODELED GRAV-     980,170.6   (mgal)                       NAVD 88
 LB1042
 LB1042  VERT ORDER  -  SECOND    CLASS 0
 LB1042
 LB1042.The horizontal coordinates were scaled from a topographic map and have
 LB1042.an estimated accuracy of +/- 6 seconds.
 LB1042
 LB1042.The orthometric height was determined by differential leveling
 LB1042.and adjusted by the National Geodetic Survey in June 1991..
 LB1042
 LB1042.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1042.See file dsdata.txt to determine how the superseded data were derived.
 LB1042
 LB1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL406271(NAD 83)
 LB1042_MARKER: DB = BENCH MARK DISK
 LB1042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1042_SP_SET: CULVERT
 LB1042_STAMPING: A 129 1946
 LB1042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0374 ***********************************************************************
 KA0374  DESIGNATION -  A 13
 KA0374  PID         -  KA0374
 KA0374  STATE/COUNTY-  IN/OWEN
 KA0374  USGS QUAD   -  FREEDOM (1987)
 KA0374
 KA0374                         *CURRENT SURVEY CONTROL
 KA0374  ___________________________________________________________________
 KA0374* NAD 83(1986)-  39 13 33.     (N)    086 49 30.     (W)     SCALED    
 KA0374* NAVD 88     -       173.179  (meters)     568.17   (feet)  ADJUSTED  
 KA0374  ___________________________________________________________________
 KA0374  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KA0374  DYNAMIC HT  -         173.076 (meters)     567.83  (feet)  COMP
 KA0374  MODELED GRAV-     980,030.1   (mgal)                       NAVD 88
 KA0374
 KA0374  VERT ORDER  -  FIRST     CLASS II
 KA0374
 KA0374.The horizontal coordinates were scaled from a topographic map and have
 KA0374.an estimated accuracy of +/- 6 seconds.
 KA0374
 KA0374.The orthometric height was determined by differential leveling
 KA0374.and adjusted by the National Geodetic Survey in June 1991..
 KA0374
 KA0374.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0374.See file dsdata.txt to determine how the superseded data were derived.
 KA0374
 KA0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ151418(NAD 83)
 KA0374_MARKER: DB = BENCH MARK DISK
 KA0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0374_STAMPING: 568.588 A 13 1930
 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             NGS
 KA0374
 KA0374                          STATION DESCRIPTION
 KA0374
 KA0374'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0708 ***********************************************************************
 ME0708  DESIGNATION -  A 130
 ME0708  PID         -  ME0708
 ME0708  STATE/COUNTY-  IN/PULASKI
 ME0708  USGS QUAD   -  NORTH JUDSON SE (1962)
 ME0708
 ME0708                         *CURRENT SURVEY CONTROL
 ME0708  ___________________________________________________________________
 ME0708* NAD 83(1986)-  41 04 52.     (N)    086 52 23.     (W)     SCALED    
 ME0708* NAVD 88     -       206.348  (meters)     676.99   (feet)  ADJUSTED  
 ME0708  ___________________________________________________________________
 ME0708  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 ME0708  DYNAMIC HT  -         206.258 (meters)     676.70  (feet)  COMP
 ME0708  MODELED GRAV-     980,183.6   (mgal)                       NAVD 88
 ME0708
 ME0708  VERT ORDER  -  SECOND    CLASS 0
 ME0708
 ME0708.The horizontal coordinates were scaled from a topographic map and have
 ME0708.an estimated accuracy of +/- 6 seconds.
 ME0708
 ME0708.The orthometric height was determined by differential leveling
 ME0708.and adjusted by the National Geodetic Survey in June 1991..
 ME0708
 ME0708.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0708.See file dsdata.txt to determine how the superseded data were derived.
 ME0708
 ME0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL106477(NAD 83)
 ME0708_MARKER: DB = BENCH MARK DISK
 ME0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0708_STAMPING: A 130 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1969
 ME0708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0465 ***********************************************************************
 ME0465  DESIGNATION -  A 131
 ME0465  PID         -  ME0465
 ME0465  STATE/COUNTY-  IN/FULTON
 ME0465  USGS QUAD   -  KEWANNA (1977)
 ME0465
 ME0465                         *CURRENT SURVEY CONTROL
 ME0465  ___________________________________________________________________
 ME0465* NAD 83(1986)-  41 01 07.     (N)    086 25 22.     (W)     SCALED    
 ME0465* NAVD 88     -       239.538  (meters)     785.88   (feet)  ADJUSTED  
 ME0465  ___________________________________________________________________
 ME0465  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME0465  DYNAMIC HT  -         239.436 (meters)     785.55  (feet)  COMP
 ME0465  MODELED GRAV-     980,193.9   (mgal)                       NAVD 88
 ME0465
 ME0465  VERT ORDER  -  SECOND    CLASS 0
 ME0465
 ME0465.The horizontal coordinates were scaled from a topographic map and have
 ME0465.an estimated accuracy of +/- 6 seconds.
 ME0465
 ME0465.The orthometric height was determined by differential leveling
 ME0465.and adjusted by the National Geodetic Survey in June 1991..
 ME0465
 ME0465.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0465.See file dsdata.txt to determine how the superseded data were derived.
 ME0465
 ME0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL485409(NAD 83)
 ME0465_MARKER: DB = BENCH MARK DISK
 ME0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0465_STAMPING: A 131 1946
 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 = OCTOBER  6, 2006
 ME0660 ***********************************************************************
 ME0660  DESIGNATION -  A 132
 ME0660  PID         -  ME0660
 ME0660  STATE/COUNTY-  IN/PULASKI
 ME0660  USGS QUAD   -  RIPLEY (1962)
 ME0660
 ME0660                         *CURRENT SURVEY CONTROL
 ME0660  ___________________________________________________________________
 ME0660* NAD 83(1986)-  41 06 59.     (N)    086 43 04.     (W)     SCALED    
 ME0660* NAVD 88     -       212.635  (meters)     697.62   (feet)  ADJUSTED  
 ME0660  ___________________________________________________________________
 ME0660  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 ME0660  DYNAMIC HT  -         212.544 (meters)     697.32  (feet)  COMP
 ME0660  MODELED GRAV-     980,190.0   (mgal)                       NAVD 88
 ME0660
 ME0660  VERT ORDER  -  SECOND    CLASS 0
 ME0660
 ME0660.The horizontal coordinates were scaled from a topographic map and have
 ME0660.an estimated accuracy of +/- 6 seconds.
 ME0660
 ME0660.The orthometric height was determined by differential leveling
 ME0660.and adjusted by the National Geodetic Survey in June 1991..
 ME0660
 ME0660.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0660.See file dsdata.txt to determine how the superseded data were derived.
 ME0660
 ME0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL236517(NAD 83)
 ME0660_MARKER: DB = BENCH MARK DISK
 ME0660_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0660_SP_SET: BRIDGE
 ME0660_STAMPING: A 132 1946
 ME0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0660
 ME0660  HISTORY     - Date     Condition        Report By
 ME0660  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0399 ***********************************************************************
 ME0399  DESIGNATION -  A 134
 ME0399  PID         -  ME0399
 ME0399  STATE/COUNTY-  IN/MARSHALL
 ME0399  USGS QUAD   -  CULVER (1980)
 ME0399
 ME0399                         *CURRENT SURVEY CONTROL
 ME0399  ___________________________________________________________________
 ME0399* NAD 83(1986)-  41 13 34.     (N)    086 25 54.     (W)     SCALED    
 ME0399* NAVD 88     -       231.319  (meters)     758.92   (feet)  ADJUSTED  
 ME0399  ___________________________________________________________________
 ME0399  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME0399  DYNAMIC HT  -         231.223 (meters)     758.60  (feet)  COMP
 ME0399  MODELED GRAV-     980,204.1   (mgal)                       NAVD 88
 ME0399
 ME0399  VERT ORDER  -  SECOND    CLASS 0
 ME0399
 ME0399.The horizontal coordinates were scaled from a topographic map and have
 ME0399.an estimated accuracy of +/- 6 seconds.
 ME0399
 ME0399.The orthometric height was determined by differential leveling
 ME0399.and adjusted by the National Geodetic Survey in June 1991..
 ME0399
 ME0399.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0399.See file dsdata.txt to determine how the superseded data were derived.
 ME0399
 ME0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL476640(NAD 83)
 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 = OCTOBER  6, 2006
 MD1102 ***********************************************************************
 MD1102  DESIGNATION -  A 135
 MD1102  PID         -  MD1102
 MD1102  STATE/COUNTY-  IN/KOSCIUSKO
 MD1102  USGS QUAD   -  PIERCETON (1994)
 MD1102
 MD1102                         *CURRENT SURVEY CONTROL
 MD1102  ___________________________________________________________________
 MD1102* NAD 83(1986)-  41 11 57.     (N)    085 44 54.     (W)     SCALED    
 MD1102* NAVD 88     -       278.024  (meters)     912.15   (feet)  ADJUSTED  
 MD1102  ___________________________________________________________________
 MD1102  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 MD1102  DYNAMIC HT  -         277.906 (meters)     911.76  (feet)  COMP
 MD1102  MODELED GRAV-     980,191.3   (mgal)                       NAVD 88
 MD1102
 MD1102  VERT ORDER  -  FIRST     CLASS II
 MD1102
 MD1102.The horizontal coordinates were scaled from a topographic map and have
 MD1102.an estimated accuracy of +/- 6 seconds.
 MD1102
 MD1102.The orthometric height was determined by differential leveling
 MD1102.and adjusted by the National Geodetic Survey in April 1995..
 MD1102
 MD1102.The geoid height was determined by GEOID03.
 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     -   660,680.       93,150.      MT  (+/- 180 meters Scaled)
 MD1102
 MD1102                          SUPERSEDED SURVEY CONTROL
 MD1102
 MD1102  NAVD 88 (06/15/91)  278.031  (m)          912.17   (f) UNKNOWN     1 2
 MD1102  NGVD 29 (01/19/93)  278.167  (m)          912.62   (f) ADJUSTED    1 2
 MD1102
 MD1102.Superseded values are not recommended for survey control.
 MD1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1102.See file dsdata.txt to determine how the superseded data were derived.
 MD1102
 MD1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL049616(NAD 83)
 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 = OCTOBER  6, 2006
 LB1161 ***********************************************************************
 LB1161  DESIGNATION -  A 136
 LB1161  PID         -  LB1161
 LB1161  STATE/COUNTY-  IN/TIPPECANOE
 LB1161  USGS QUAD   -  BROOKSTON (1986)
 LB1161
 LB1161                         *CURRENT SURVEY CONTROL
 LB1161  ___________________________________________________________________
 LB1161* NAD 83(1986)-  40 31 56.     (N)    086 50 27.     (W)     SCALED    
 LB1161* NAVD 88     -       196.050  (meters)     643.21   (feet)  ADJUSTED  
 LB1161  ___________________________________________________________________
 LB1161  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 LB1161  DYNAMIC HT  -         195.955 (meters)     642.90  (feet)  COMP
 LB1161  MODELED GRAV-     980,138.4   (mgal)                       NAVD 88
 LB1161
 LB1161  VERT ORDER  -  SECOND    CLASS 0
 LB1161
 LB1161.The horizontal coordinates were scaled from a topographic map and have
 LB1161.an estimated accuracy of +/- 6 seconds.
 LB1161
 LB1161.The orthometric height was determined by differential leveling
 LB1161.and adjusted by the National Geodetic Survey in June 1991..
 LB1161
 LB1161.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1161.See file dsdata.txt to determine how the superseded data were derived.
 LB1161
 LB1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK134868(NAD 83)
 LB1161_MARKER: DB = BENCH MARK DISK
 LB1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1161_STAMPING: A 136 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1228 ***********************************************************************
 ME1228  DESIGNATION -  A 138
 ME1228  PID         -  ME1228
 ME1228  STATE/COUNTY-  IN/LAKE
 ME1228  USGS QUAD   -  ST JOHN (1992)
 ME1228
 ME1228                         *CURRENT SURVEY CONTROL
 ME1228  ___________________________________________________________________
 ME1228* NAD 83(1986)-  41 22 42.     (N)    087 25 16.     (W)     SCALED    
 ME1228* NAVD 88     -       213.868  (meters)     701.67   (feet)  ADJUSTED  
 ME1228  ___________________________________________________________________
 ME1228  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 ME1228  DYNAMIC HT  -         213.781 (meters)     701.38  (feet)  COMP
 ME1228  MODELED GRAV-     980,211.7   (mgal)                       NAVD 88
 ME1228
 ME1228  VERT ORDER  -  SECOND    CLASS 0
 ME1228
 ME1228.The horizontal coordinates were scaled from a topographic map and have
 ME1228.an estimated accuracy of +/- 6 seconds.
 ME1228
 ME1228.The orthometric height was determined by differential leveling
 ME1228.and adjusted by the National Geodetic Survey in June 1991..
 ME1228
 ME1228.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1228.See file dsdata.txt to determine how the superseded data were derived.
 ME1228
 ME1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL647808(NAD 83)
 ME1228_MARKER: DB = BENCH MARK DISK
 ME1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1228_STAMPING: A 138 1946
 ME1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1228+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1273 ***********************************************************************
 ME1273  DESIGNATION -  A 139
 ME1273  PID         -  ME1273
 ME1273  STATE/COUNTY-  IN/LAKE
 ME1273  USGS QUAD   -  LEROY (1992)
 ME1273
 ME1273                         *CURRENT SURVEY CONTROL
 ME1273  ___________________________________________________________________
 ME1273* NAD 83(1986)-  41 17 22.     (N)    087 20 44.     (W)     SCALED    
 ME1273* NAVD 88     -       205.588  (meters)     674.50   (feet)  ADJUSTED  
 ME1273  ___________________________________________________________________
 ME1273  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME1273  DYNAMIC HT  -         205.502 (meters)     674.22  (feet)  COMP
 ME1273  MODELED GRAV-     980,201.1   (mgal)                       NAVD 88
 ME1273
 ME1273  VERT ORDER  -  SECOND    CLASS 0
 ME1273
 ME1273.The horizontal coordinates were scaled from a topographic map and have
 ME1273.an estimated accuracy of +/- 6 seconds.
 ME1273
 ME1273.The orthometric height was determined by differential leveling
 ME1273.and adjusted by the National Geodetic Survey in June 1991..
 ME1273
 ME1273.The geoid height was determined by GEOID03.
 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     -   670,740.      878,040.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1273.See file dsdata.txt to determine how the superseded data were derived.
 ME1273
 ME1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL710709(NAD 83)
 ME1273_MARKER: DB = BENCH MARK DISK
 ME1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1273_STAMPING: A 139 1946
 ME1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1273+STABILITY: SURFACE MOTION
 ME1273
 ME1273  HISTORY     - Date     Condition        Report By
 ME1273  HISTORY     - 1946     MONUMENTED       CGS
 ME1273  HISTORY     - 20031103 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1254 ***********************************************************************
 ME1254  DESIGNATION -  A 140
 ME1254  PID         -  ME1254
 ME1254  STATE/COUNTY-  IN/LAKE
 ME1254  USGS QUAD   -  PALMER (1992)
 ME1254
 ME1254                         *CURRENT SURVEY CONTROL
 ME1254  ___________________________________________________________________
 ME1254* NAD 83(1986)-  41 27 21.     (N)    087 14 21.     (W)     SCALED    
 ME1254* NAVD 88     -       207.319  (meters)     680.18   (feet)  ADJUSTED  
 ME1254  ___________________________________________________________________
 ME1254  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME1254  DYNAMIC HT  -         207.237 (meters)     679.91  (feet)  COMP
 ME1254  MODELED GRAV-     980,222.0   (mgal)                       NAVD 88
 ME1254
 ME1254  VERT ORDER  -  SECOND    CLASS 0
 ME1254
 ME1254.The horizontal coordinates were scaled from a topographic map and have
 ME1254.an estimated accuracy of +/- 6 seconds.
 ME1254
 ME1254.The orthometric height was determined by differential leveling
 ME1254.and adjusted by the National Geodetic Survey in June 1991..
 ME1254
 ME1254.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1254.See file dsdata.txt to determine how the superseded data were derived.
 ME1254
 ME1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL800893(NAD 83)
 ME1254_MARKER: DB = BENCH MARK DISK
 ME1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1254_STAMPING: A 140 1946
 ME1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1254+STABILITY: SURFACE MOTION
 ME1254
 ME1254  HISTORY     - Date     Condition        Report By
 ME1254  HISTORY     - 1946     MONUMENTED       CGS
 ME1254  HISTORY     - 1968     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1968
 ME1254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0618 ***********************************************************************
 ME0618  DESIGNATION -  A 142
 ME0618  PID         -  ME0618
 ME0618  STATE/COUNTY-  IN/LA PORTE
 ME0618  USGS QUAD   -  ENGLISH LAKE (1959)
 ME0618
 ME0618                         *CURRENT SURVEY CONTROL
 ME0618  ___________________________________________________________________
 ME0618* NAD 83(1986)-  41 19 02.     (N)    086 50 02.     (W)     SCALED    
 ME0618* NAVD 88     -       204.085  (meters)     669.57   (feet)  ADJUSTED  
 ME0618  ___________________________________________________________________
 ME0618  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0618  DYNAMIC HT  -         204.000 (meters)     669.29  (feet)  COMP
 ME0618  MODELED GRAV-     980,201.3   (mgal)                       NAVD 88
 ME0618
 ME0618  VERT ORDER  -  SECOND    CLASS 0
 ME0618
 ME0618.The horizontal coordinates were scaled from a topographic map and have
 ME0618.an estimated accuracy of +/- 6 seconds.
 ME0618
 ME0618.The orthometric height was determined by differential leveling
 ME0618.and adjusted by the National Geodetic Survey in June 1991..
 ME0618
 ME0618.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0618.See file dsdata.txt to determine how the superseded data were derived.
 ME0618
 ME0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL139739(NAD 83)
 ME0618_MARKER: DB = BENCH MARK DISK
 ME0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0618_STAMPING: A 142 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0591 ***********************************************************************
 ME0591  DESIGNATION -  A 143
 ME0591  PID         -  ME0591
 ME0591  STATE/COUNTY-  IN/LA PORTE
 ME0591  USGS QUAD   -  LA CROSSE (1958)
 ME0591
 ME0591                         *CURRENT SURVEY CONTROL
 ME0591  ___________________________________________________________________
 ME0591* NAD 83(1986)-  41 17 48.     (N)    086 53 28.     (W)     SCALED    
 ME0591* NAVD 88     -       203.817  (meters)     668.69   (feet)  ADJUSTED  
 ME0591  ___________________________________________________________________
 ME0591  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 ME0591  DYNAMIC HT  -         203.731 (meters)     668.41  (feet)  COMP
 ME0591  MODELED GRAV-     980,198.0   (mgal)                       NAVD 88
 ME0591
 ME0591  VERT ORDER  -  SECOND    CLASS 0
 ME0591
 ME0591.The horizontal coordinates were scaled from a topographic map and have
 ME0591.an estimated accuracy of +/- 6 seconds.
 ME0591
 ME0591.The orthometric height was determined by differential leveling
 ME0591.and adjusted by the National Geodetic Survey in June 1991..
 ME0591
 ME0591.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0591.See file dsdata.txt to determine how the superseded data were derived.
 ME0591
 ME0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL091716(NAD 83)
 ME0591_MARKER: DB = BENCH MARK DISK
 ME0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0591_STAMPING: A 143 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0240 ***********************************************************************
 ME0240  DESIGNATION -  A 145
 ME0240  PID         -  ME0240
 ME0240  STATE/COUNTY-  IN/MARSHALL
 ME0240  USGS QUAD   -  INWOOD (1994)
 ME0240
 ME0240                         *CURRENT SURVEY CONTROL
 ME0240  ___________________________________________________________________
 ME0240* NAD 83(1986)-  41 17 58.     (N)    086 08 10.     (W)     SCALED    
 ME0240* NAVD 88     -       256.160  (meters)     840.42   (feet)  ADJUSTED  
 ME0240  ___________________________________________________________________
 ME0240  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 ME0240  DYNAMIC HT  -         256.053 (meters)     840.07  (feet)  COMP
 ME0240  MODELED GRAV-     980,198.9   (mgal)                       NAVD 88
 ME0240
 ME0240  VERT ORDER  -  FIRST     CLASS I
 ME0240
 ME0240.The horizontal coordinates were scaled from a topographic map and have
 ME0240.an estimated accuracy of +/- 6 seconds.
 ME0240
 ME0240.The orthometric height was determined by differential leveling
 ME0240.and adjusted by the National Geodetic Survey in April 1995..
 ME0240
 ME0240.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0240
 ME0240  NAVD 88 (06/15/91)  256.159  (m)          840.41   (f) UNKNOWN     1 1
 ME0240  NGVD 29 (01/19/93)  256.289  (m)          840.84   (f) ADJUSTED    1 1
 ME0240
 ME0240.Superseded values are not recommended for survey control.
 ME0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0240.See file dsdata.txt to determine how the superseded data were derived.
 ME0240
 ME0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL723723(NAD 83)
 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             NGS
 ME0240  HISTORY     - 1983     GOOD             USPSQD
 ME0240  HISTORY     - 19920909 GOOD             NGS
 ME0240
 ME0240                          STATION DESCRIPTION
 ME0240
 ME0240'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0946 ***********************************************************************
 LB0946  DESIGNATION -  A 146
 LB0946  PID         -  LB0946
 LB0946  STATE/COUNTY-  IN/CARROLL
 LB0946  USGS QUAD   -  BURROWS (1987)
 LB0946
 LB0946                         *CURRENT SURVEY CONTROL
 LB0946  ___________________________________________________________________
 LB0946* NAD 83(1986)-  40 42 51.     (N)    086 34 52.     (W)     SCALED    
 LB0946* NAVD 88     -       192.337  (meters)     631.03   (feet)  ADJUSTED  
 LB0946  ___________________________________________________________________
 LB0946  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 LB0946  DYNAMIC HT  -         192.248 (meters)     630.73  (feet)  COMP
 LB0946  MODELED GRAV-     980,155.2   (mgal)                       NAVD 88
 LB0946
 LB0946  VERT ORDER  -  SECOND    CLASS 0
 LB0946
 LB0946.The horizontal coordinates were scaled from a topographic map and have
 LB0946.an estimated accuracy of +/- 6 seconds.
 LB0946
 LB0946.The orthometric height was determined by differential leveling
 LB0946.and adjusted by the National Geodetic Survey in June 1991..
 LB0946
 LB0946.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0946.See file dsdata.txt to determine how the superseded data were derived.
 LB0946
 LB0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL353071(NAD 83)
 LB0946_MARKER: DB = BENCH MARK DISK
 LB0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0946_STAMPING: A 146 1946
 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 = OCTOBER  6, 2006
 LB0984 ***********************************************************************
 LB0984  DESIGNATION -  A 147 RESET 1956
 LB0984  PID         -  LB0984
 LB0984  STATE/COUNTY-  IN/CARROLL
 LB0984  USGS QUAD   -  BROOKSTON (1986)
 LB0984
 LB0984                         *CURRENT SURVEY CONTROL
 LB0984  ___________________________________________________________________
 LB0984* NAD 83(1986)-  40 35 40.     (N)    086 46 11.     (W)     SCALED    
 LB0984* NAVD 88     -       170.70   (meters)     560.0    (feet)  RESET     
 LB0984  ___________________________________________________________________
 LB0984  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 LB0984
 LB0984  VERT ORDER  -  THIRD
 LB0984
 LB0984.The horizontal coordinates were scaled from a topographic map and have
 LB0984.an estimated accuracy of +/- 6 seconds.
 LB0984
 LB0984.The orthometric height was computed from unverified reset data.
 LB0984
 LB0984.The geoid height was determined by GEOID03.
 LB0984
 LB0984;                    North         East    Units  Estimated Accuracy
 LB0984;SPC IN W     -   593,570.      926,550.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0984.See file dsdata.txt to determine how the superseded data were derived.
 LB0984
 LB0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK194937(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0984
 LB0984  HISTORY     - Date     Condition        Report By
 LB0984  HISTORY     - 1956     MONUMENTED       INHD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0020 ***********************************************************************
 LB0020  DESIGNATION -  A 148
 LB0020  PID         -  LB0020
 LB0020  STATE/COUNTY-  IN/CASS
 LB0020  USGS QUAD   -  CLYMERS (1987)
 LB0020
 LB0020                         *CURRENT SURVEY CONTROL
 LB0020  ___________________________________________________________________
 LB0020* NAD 83(1986)-  40 42 45.     (N)    086 24 20.     (W)     SCALED    
 LB0020* NAVD 88     -       223.157  (meters)     732.14   (feet)  ADJUSTED  
 LB0020  ___________________________________________________________________
 LB0020  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 LB0020  DYNAMIC HT  -         223.050 (meters)     731.79  (feet)  COMP
 LB0020  MODELED GRAV-     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 topographic map and have
 LB0020.an estimated accuracy of +/- 6 seconds.
 LB0020
 LB0020.The orthometric height was determined by differential leveling
 LB0020.and adjusted by the National Geodetic Survey in June 1991..
 LB0020
 LB0020.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0020.See file dsdata.txt to determine how the superseded data were derived.
 LB0020
 LB0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL502070(NAD 83)
 LB0020_MARKER: DB = BENCH MARK DISK
 LB0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0020_STAMPING: A 148 1946
 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 = OCTOBER  6, 2006
 ME0764 ***********************************************************************
 ME0764  DESIGNATION -  A 149
 ME0764  PID         -  ME0764
 ME0764  STATE/COUNTY-  IN/LA PORTE
 ME0764  USGS QUAD   -  WESTVILLE (1977)
 ME0764
 ME0764                         *CURRENT SURVEY CONTROL
 ME0764  ___________________________________________________________________
 ME0764* NAD 83(1986)-  41 35 25.     (N)    086 53 48.     (W)     SCALED    
 ME0764* NAVD 88     -       235.028  (meters)     771.09   (feet)  ADJUSTED  
 ME0764  ___________________________________________________________________
 ME0764  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME0764  DYNAMIC HT  -         234.938 (meters)     770.79  (feet)  COMP
 ME0764  MODELED GRAV-     980,234.1   (mgal)                       NAVD 88
 ME0764
 ME0764  VERT ORDER  -  SECOND    CLASS 0
 ME0764
 ME0764.The horizontal coordinates were scaled from a topographic map and have
 ME0764.an estimated accuracy of +/- 6 seconds.
 ME0764
 ME0764.The orthometric height was determined by differential leveling
 ME0764.and adjusted by the National Geodetic Survey in June 1991..
 ME0764
 ME0764.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0764.See file dsdata.txt to determine how the superseded data were derived.
 ME0764
 ME0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM086042(NAD 83)
 ME0764_MARKER: DB = BENCH MARK DISK
 ME0764_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0764_SP_SET: CULVERT
 ME0764_STAMPING: A 149 1946
 ME0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 MD0651 ***********************************************************************
 MD0651  DESIGNATION -  A 15
 MD0651  PID         -  MD0651
 MD0651  STATE/COUNTY-  IN/ALLEN
 MD0651  USGS QUAD   -  FORT WAYNE WEST (1981)
 MD0651
 MD0651                         *CURRENT SURVEY CONTROL
 MD0651  ___________________________________________________________________
 MD0651* NAD 83(1986)-  41 05 25.     (N)    085 14 37.     (W)     SCALED    
 MD0651* NAVD 88     -       257.662  (meters)     845.35   (feet)  ADJUSTED  
 MD0651  ___________________________________________________________________
 MD0651  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 MD0651  DYNAMIC HT  -         257.561 (meters)     845.01  (feet)  COMP
 MD0651  MODELED GRAV-     980,225.0   (mgal)                       NAVD 88
 MD0651
 MD0651  VERT ORDER  -  FIRST     CLASS I
 MD0651
 MD0651.The horizontal coordinates were scaled from a topographic map and have
 MD0651.an estimated accuracy of +/- 6 seconds.
 MD0651
 MD0651.The orthometric height was determined by differential leveling
 MD0651.and adjusted by the National Geodetic Survey in June 1991..
 MD0651.WARNING-Repeat measurements at this control monument indicate possible
 MD0651.vertical movement.
 MD0651
 MD0651.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0651.See file dsdata.txt to determine how the superseded data were derived.
 MD0651
 MD0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL475502(NAD 83)
 MD0651_MARKER: DB = BENCH MARK DISK
 MD0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0651_STAMPING: 845.881 A 15 1930
 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             NGS
 MD0651  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0651
 MD0651                          STATION DESCRIPTION
 MD0651
 MD0651'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1201 ***********************************************************************
 ME1201  DESIGNATION -  A 150
 ME1201  PID         -  ME1201
 ME1201  STATE/COUNTY-  IN/PORTER
 ME1201  USGS QUAD   -  VALPARAISO (1992)
 ME1201
 ME1201                         *CURRENT SURVEY CONTROL
 ME1201  ___________________________________________________________________
 ME1201* NAD 83(1986)-  41 26 53.     (N)    087 00 51.     (W)     SCALED    
 ME1201* NAVD 88     -       232.433  (meters)     762.57   (feet)  ADJUSTED  
 ME1201  ___________________________________________________________________
 ME1201  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME1201  DYNAMIC HT  -         232.340 (meters)     762.27  (feet)  COMP
 ME1201  MODELED GRAV-     980,215.9   (mgal)                       NAVD 88
 ME1201
 ME1201  VERT ORDER  -  FIRST     CLASS I
 ME1201
 ME1201.The horizontal coordinates were scaled from a topographic map and have
 ME1201.an estimated accuracy of +/- 6 seconds.
 ME1201
 ME1201.The orthometric height was determined by differential leveling
 ME1201.and adjusted by the National Geodetic Survey in April 1995..
 ME1201.WARNING-Repeat measurements at this control monument indicate possible
 ME1201.vertical movement.
 ME1201
 ME1201.The geoid height was determined by GEOID03.
 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     -   688,320.      905,780.      MT  (+/- 180 meters Scaled)
 ME1201
 ME1201                          SUPERSEDED SURVEY CONTROL
 ME1201
 ME1201  NAVD 88 (06/15/91)  232.427  (m)          762.55   (f) UNKNOWN     1 1
 ME1201  NGVD 29 (01/19/93)  232.524  (m)          762.87   (f) ADJUSTED    1 1
 ME1201
 ME1201.Superseded values are not recommended for survey control.
 ME1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1201.See file dsdata.txt to determine how the superseded data were derived.
 ME1201
 ME1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL988884(NAD 83)
 ME1201_MARKER: DB = BENCH MARK DISK
 ME1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1201_SP_SET: CONCRETE POST
 ME1201_STAMPING: A 15
 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 - September 06, 1992
 ME1201
 ME1201  HISTORY     - Date     Condition        Report By
 ME1201  HISTORY     - UNK      MONUMENTED       CGS
 ME1201  HISTORY     - 1968     GOOD             NGS
 ME1201  HISTORY     - 19920906 GOOD             NGS
 ME1201
 ME1201                          STATION DESCRIPTION
 ME1201
 ME1201'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0506 ***********************************************************************
 ME0506  DESIGNATION -  A 151
 ME0506  PID         -  ME0506
 ME0506  STATE/COUNTY-  IN/LA PORTE
 ME0506  USGS QUAD   -  KINGSFORD HEIGHTS (1977)
 ME0506
 ME0506                         *CURRENT SURVEY CONTROL
 ME0506  ___________________________________________________________________
 ME0506* NAD 83(1986)-  41 26 24.     (N)    086 40 43.     (W)     SCALED    
 ME0506* NAVD 88     -       210.968  (meters)     692.15   (feet)  ADJUSTED  
 ME0506  ___________________________________________________________________
 ME0506  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0506  DYNAMIC HT  -         210.884 (meters)     691.88  (feet)  COMP
 ME0506  MODELED GRAV-     980,218.6   (mgal)                       NAVD 88
 ME0506
 ME0506  VERT ORDER  -  SECOND    CLASS 0
 ME0506
 ME0506.The horizontal coordinates were scaled from a topographic map and have
 ME0506.an estimated accuracy of +/- 6 seconds.
 ME0506
 ME0506.The orthometric height was determined by differential leveling
 ME0506.and adjusted by the National Geodetic Survey in June 1991..
 ME0506
 ME0506.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0506.See file dsdata.txt to determine how the superseded data were derived.
 ME0506
 ME0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL268876(NAD 83)
 ME0506_MARKER: DB = BENCH MARK DISK
 ME0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0506_STAMPING: A 151 1946
 ME0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0506+STABILITY: SURFACE MOTION
 ME0506
 ME0506  HISTORY     - Date     Condition        Report By
 ME0506  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0892 ***********************************************************************
 ME0892  DESIGNATION -  A 152
 ME0892  PID         -  ME0892
 ME0892  STATE/COUNTY-  IN/PORTER
 ME0892  USGS QUAD   -  WESTVILLE (1977)
 ME0892
 ME0892                         *CURRENT SURVEY CONTROL
 ME0892  ___________________________________________________________________
 ME0892* NAD 83(1986)-  41 32 56.     (N)    086 59 30.     (W)     SCALED    
 ME0892* NAVD 88     -       244.679  (meters)     802.75   (feet)  ADJUSTED  
 ME0892  ___________________________________________________________________
 ME0892  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 ME0892  DYNAMIC HT  -         244.585 (meters)     802.44  (feet)  COMP
 ME0892  MODELED GRAV-     980,231.5   (mgal)                       NAVD 88
 ME0892
 ME0892  VERT ORDER  -  SECOND    CLASS 0
 ME0892
 ME0892.The horizontal coordinates were scaled from a topographic map and have
 ME0892.an estimated accuracy of +/- 6 seconds.
 ME0892
 ME0892.The orthometric height was determined by differential leveling
 ME0892.and adjusted by the National Geodetic Survey in June 1991..
 ME0892
 ME0892.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0892.See file dsdata.txt to determine how the superseded data were derived.
 ME0892
 ME0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL006996(NAD 83)
 ME0892_MARKER: DB = BENCH MARK DISK
 ME0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0892_STAMPING: A 152 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0791 ***********************************************************************
 ME0791  DESIGNATION -  A 153
 ME0791  PID         -  ME0791
 ME0791  STATE/COUNTY-  IN/LA PORTE
 ME0791  USGS QUAD   -  LA PORTE WEST (1969)
 ME0791
 ME0791                         *CURRENT SURVEY CONTROL
 ME0791  ___________________________________________________________________
 ME0791* NAD 83(1986)-  41 30 07.     (N)    086 45 31.     (W)     SCALED    
 ME0791* NAVD 88     -       228.685  (meters)     750.28   (feet)  ADJUSTED  
 ME0791  ___________________________________________________________________
 ME0791  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME0791  DYNAMIC HT  -         228.594 (meters)     749.98  (feet)  COMP
 ME0791  MODELED GRAV-     980,220.5   (mgal)                       NAVD 88
 ME0791
 ME0791  VERT ORDER  -  SECOND    CLASS 0
 ME0791
 ME0791.The horizontal coordinates were scaled from a topographic map and have
 ME0791.an estimated accuracy of +/- 6 seconds.
 ME0791
 ME0791.The orthometric height was determined by differential leveling
 ME0791.and adjusted by the National Geodetic Survey in June 1991..
 ME0791
 ME0791.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0791.See file dsdata.txt to determine how the superseded data were derived.
 ME0791
 ME0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL201945(NAD 83)
 ME0791_MARKER: DB = BENCH MARK DISK
 ME0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0791_STAMPING: A 153 1946
 ME0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0791+STABILITY: SURFACE MOTION
 ME0791
 ME0791  HISTORY     - Date     Condition        Report By
 ME0791  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0500 ***********************************************************************
 ME0500  DESIGNATION -  A 154
 ME0500  PID         -  ME0500
 ME0500  STATE/COUNTY-  IN/LA PORTE
 ME0500  USGS QUAD   -  HAMLET (1977)
 ME0500
 ME0500                         *CURRENT SURVEY CONTROL
 ME0500  ___________________________________________________________________
 ME0500* NAD 83(1986)-  41 28 34.     (N)    086 32 47.     (W)     SCALED    
 ME0500* NAVD 88     -       210.225  (meters)     689.71   (feet)  ADJUSTED  
 ME0500  ___________________________________________________________________
 ME0500  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0500  DYNAMIC HT  -         210.142 (meters)     689.44  (feet)  COMP
 ME0500  MODELED GRAV-     980,223.6   (mgal)                       NAVD 88
 ME0500
 ME0500  VERT ORDER  -  SECOND    CLASS 0
 ME0500
 ME0500.The horizontal coordinates were scaled from a topographic map and have
 ME0500.an estimated accuracy of +/- 6 seconds.
 ME0500
 ME0500.The orthometric height was determined by differential leveling
 ME0500.and adjusted by the National Geodetic Survey in June 1991..
 ME0500
 ME0500.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0500.See file dsdata.txt to determine how the superseded data were derived.
 ME0500
 ME0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL378917(NAD 83)
 ME0500_MARKER: DB = BENCH MARK DISK
 ME0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0500_STAMPING: A 154 1946
 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 = OCTOBER  6, 2006
 ME0811 ***********************************************************************
 ME0811  DESIGNATION -  A 155
 ME0811  PID         -  ME0811
 ME0811  STATE/COUNTY-  IN/LA PORTE
 ME0811  USGS QUAD   -  LA PORTE EAST (1991)
 ME0811
 ME0811                         *CURRENT SURVEY CONTROL
 ME0811  ___________________________________________________________________
 ME0811* NAD 83(1986)-  41 35 29.     (N)    086 39 35.     (W)     SCALED    
 ME0811* NAVD 88     -       238.134  (meters)     781.28   (feet)  ADJUSTED  
 ME0811  ___________________________________________________________________
 ME0811  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0811  DYNAMIC HT  -         238.040 (meters)     780.97  (feet)  COMP
 ME0811  MODELED GRAV-     980,224.6   (mgal)                       NAVD 88
 ME0811
 ME0811  VERT ORDER  -  SECOND    CLASS 0
 ME0811
 ME0811.The horizontal coordinates were scaled from a topographic map and have
 ME0811.an estimated accuracy of +/- 6 seconds.
 ME0811
 ME0811.The orthometric height was determined by differential leveling
 ME0811.and adjusted by the National Geodetic Survey in June 1991..
 ME0811
 ME0811.The geoid height was determined by GEOID03.
 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     -   704,320.      935,320.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0811.See file dsdata.txt to determine how the superseded data were derived.
 ME0811
 ME0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM283044(NAD 83)
 ME0811_MARKER: DB = BENCH MARK DISK
 ME0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0811_STAMPING: A 155 1946
 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 = OCTOBER  6, 2006
 ME0747 ***********************************************************************
 ME0747  DESIGNATION -  A 156
 ME0747  PID         -  ME0747
 ME0747  STATE/COUNTY-  IN/JASPER
 ME0747  USGS QUAD   -  MEDARYVILLE (1962)
 ME0747
 ME0747                         *CURRENT SURVEY CONTROL
 ME0747  ___________________________________________________________________
 ME0747* NAD 83(1986)-  41 06 00.     (N)    086 59 52.     (W)     SCALED    
 ME0747* NAVD 88     -       210.029  (meters)     689.07   (feet)  ADJUSTED  
 ME0747  ___________________________________________________________________
 ME0747  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 ME0747  DYNAMIC HT  -         209.937 (meters)     688.77  (feet)  COMP
 ME0747  MODELED GRAV-     980,184.4   (mgal)                       NAVD 88
 ME0747
 ME0747  VERT ORDER  -  SECOND    CLASS 0
 ME0747
 ME0747.The horizontal coordinates were scaled from a topographic map and have
 ME0747.an estimated accuracy of +/- 6 seconds.
 ME0747
 ME0747.The orthometric height was determined by differential leveling
 ME0747.and adjusted by the National Geodetic Survey in June 1991..
 ME0747
 ME0747.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0747.See file dsdata.txt to determine how the superseded data were derived.
 ME0747
 ME0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL001498(NAD 83)
 ME0747_MARKER: DB = BENCH MARK DISK
 ME0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0747_STAMPING: A 156 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1382 ***********************************************************************
 ME1382  DESIGNATION -  A 157
 ME1382  PID         -  ME1382
 ME1382  STATE/COUNTY-  IN/JASPER
 ME1382  USGS QUAD   -  PARR (1980)
 ME1382
 ME1382                         *CURRENT SURVEY CONTROL
 ME1382  ___________________________________________________________________
 ME1382* NAD 83(1986)-  41 06 02.     (N)    087 10 47.     (W)     SCALED    
 ME1382* NAVD 88     -       210.049  (meters)     689.14   (feet)  ADJUSTED  
 ME1382  ___________________________________________________________________
 ME1382  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME1382  DYNAMIC HT  -         209.959 (meters)     688.84  (feet)  COMP
 ME1382  MODELED GRAV-     980,190.5   (mgal)                       NAVD 88
 ME1382
 ME1382  VERT ORDER  -  SECOND    CLASS 0
 ME1382
 ME1382.The horizontal coordinates were scaled from a topographic map and have
 ME1382.an estimated accuracy of +/- 6 seconds.
 ME1382
 ME1382.The orthometric height was determined by differential leveling
 ME1382.and adjusted by the National Geodetic Survey in June 1991..
 ME1382
 ME1382.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1382.See file dsdata.txt to determine how the superseded data were derived.
 ME1382
 ME1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL849499(NAD 83)
 ME1382_MARKER: DB = BENCH MARK DISK
 ME1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1382_STAMPING: A 157 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1968
 ME1382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1049 ***********************************************************************
 MD1049  DESIGNATION -  A 158
 MD1049  PID         -  MD1049
 MD1049  STATE/COUNTY-  IN/KOSCIUSKO
 MD1049  USGS QUAD   -  LEESBURG (1992)
 MD1049
 MD1049                         *CURRENT SURVEY CONTROL
 MD1049  ___________________________________________________________________
 MD1049* NAD 83(1986)-  41 17 03.     (N)    085 51 01.     (W)     SCALED    
 MD1049* NAVD 88     -       254.989  (meters)     836.58   (feet)  ADJUSTED  
 MD1049  ___________________________________________________________________
 MD1049  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MD1049  DYNAMIC HT  -         254.882 (meters)     836.23  (feet)  COMP
 MD1049  MODELED GRAV-     980,198.6   (mgal)                       NAVD 88
 MD1049
 MD1049  VERT ORDER  -  FIRST     CLASS II
 MD1049
 MD1049.The horizontal coordinates were scaled from a topographic map and have
 MD1049.an estimated accuracy of +/- 6 seconds.
 MD1049
 MD1049.The orthometric height was determined by differential leveling
 MD1049.and adjusted by the National Geodetic Survey in June 1991..
 MD1049
 MD1049.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1049.See file dsdata.txt to determine how the superseded data were derived.
 MD1049
 MD1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL962709(NAD 83)
 MD1049_MARKER: DB = BENCH MARK DISK
 MD1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1049_STAMPING: A 158 1946
 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 = OCTOBER  6, 2006
 MD1187 ***********************************************************************
 MD1187  DESIGNATION -  A 159
 MD1187  PID         -  MD1187
 MD1187  STATE/COUNTY-  IN/NOBLE
 MD1187  USGS QUAD   -  LAKE WAWASEE (1994)
 MD1187
 MD1187                         *CURRENT SURVEY CONTROL
 MD1187  ___________________________________________________________________
 MD1187* NAD 83(1986)-  41 27 06.     (N)    085 38 38.     (W)     SCALED    
 MD1187* NAVD 88     -       272.907  (meters)     895.36   (feet)  ADJUSTED  
 MD1187  ___________________________________________________________________
 MD1187  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MD1187  DYNAMIC HT  -         272.795 (meters)     894.99  (feet)  COMP
 MD1187  MODELED GRAV-     980,206.8   (mgal)                       NAVD 88
 MD1187
 MD1187  VERT ORDER  -  SECOND    CLASS 0
 MD1187
 MD1187.The horizontal coordinates were scaled from a topographic map and have
 MD1187.an estimated accuracy of +/- 6 seconds.
 MD1187
 MD1187.The orthometric height was determined by differential leveling
 MD1187.and adjusted by the National Geodetic Survey in June 1991..
 MD1187
 MD1187.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1187.See file dsdata.txt to determine how the superseded data were derived.
 MD1187
 MD1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL132897(NAD 83)
 MD1187_MARKER: DB = BENCH MARK DISK
 MD1187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1187_SP_SET: CULVERT
 MD1187_STAMPING: A 159 1946
 MD1187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1187
 MD1187  HISTORY     - Date     Condition        Report By
 MD1187  HISTORY     - 1946     MONUMENTED       CGS
 MD1187  HISTORY     - 1961     GOOD             NGS
 MD1187
 MD1187                          STATION DESCRIPTION
 MD1187
 MD1187'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1051 ***********************************************************************
 MD1051  DESIGNATION -  A 160
 MD1051  PID         -  MD1051
 MD1051  STATE/COUNTY-  IN/KOSCIUSKO
 MD1051  USGS QUAD   -  LEESBURG (1992)
 MD1051
 MD1051                         *CURRENT SURVEY CONTROL
 MD1051  ___________________________________________________________________
 MD1051* NAD 83(1986)-  41 17 31.     (N)    085 51 28.     (W)     SCALED    
 MD1051* NAVD 88     -       253.809  (meters)     832.71   (feet)  ADJUSTED  
 MD1051  ___________________________________________________________________
 MD1051  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MD1051  DYNAMIC HT  -         253.703 (meters)     832.36  (feet)  COMP
 MD1051  MODELED GRAV-     980,200.8   (mgal)                       NAVD 88
 MD1051
 MD1051  VERT ORDER  -  FIRST     CLASS II
 MD1051
 MD1051.The horizontal coordinates were scaled from a topographic map and have
 MD1051.an estimated accuracy of +/- 6 seconds.
 MD1051
 MD1051.The orthometric height was determined by differential leveling
 MD1051.and adjusted by the National Geodetic Survey in June 1991..
 MD1051
 MD1051.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1051.See file dsdata.txt to determine how the superseded data were derived.
 MD1051
 MD1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL956717(NAD 83)
 MD1051_MARKER: DB = BENCH MARK DISK
 MD1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1051_STAMPING: A 160 1946
 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 = OCTOBER  6, 2006
 MD0873 ***********************************************************************
 MD0873  DESIGNATION -  A 162
 MD0873  PID         -  MD0873
 MD0873  STATE/COUNTY-  IN/NOBLE
 MD0873  USGS QUAD   -  GARRETT (1973)
 MD0873
 MD0873                         *CURRENT SURVEY CONTROL
 MD0873  ___________________________________________________________________
 MD0873* NAD 83(1986)-  41 21 54.     (N)    085 13 01.     (W)     SCALED    
 MD0873* NAVD 88     -       284.087  (meters)     932.04   (feet)  ADJUSTED  
 MD0873  ___________________________________________________________________
 MD0873  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MD0873  DYNAMIC HT  -         283.975 (meters)     931.67  (feet)  COMP
 MD0873  MODELED GRAV-     980,218.4   (mgal)                       NAVD 88
 MD0873
 MD0873  VERT ORDER  -  SECOND    CLASS 0
 MD0873
 MD0873.The horizontal coordinates were scaled from a topographic map and have
 MD0873.an estimated accuracy of +/- 6 seconds.
 MD0873
 MD0873.The orthometric height was determined by differential leveling
 MD0873.and adjusted by the National Geodetic Survey in June 1991..
 MD0873
 MD0873.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0873.See file dsdata.txt to determine how the superseded data were derived.
 MD0873
 MD0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL491808(NAD 83)
 MD0873_MARKER: DB = BENCH MARK DISK
 MD0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0873_STAMPING: A 162 1946
 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             NGS
 MD0873
 MD0873                          STATION DESCRIPTION
 MD0873
 MD0873'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0858 ***********************************************************************
 MD0858  DESIGNATION -  A 163
 MD0858  PID         -  MD0858
 MD0858  STATE/COUNTY-  IN/NOBLE
 MD0858  USGS QUAD   -  GARRETT (1973)
 MD0858
 MD0858                         *CURRENT SURVEY CONTROL
 MD0858  ___________________________________________________________________
 MD0858* NAD 83(1986)-  41 17 46.     (N)    085 11 56.     (W)     SCALED    
 MD0858* NAVD 88     -       263.329  (meters)     863.94   (feet)  ADJUSTED  
 MD0858  ___________________________________________________________________
 MD0858  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MD0858  DYNAMIC HT  -         263.225 (meters)     863.60  (feet)  COMP
 MD0858  MODELED GRAV-     980,221.5   (mgal)                       NAVD 88
 MD0858
 MD0858  VERT ORDER  -  SECOND    CLASS 0
 MD0858
 MD0858.The horizontal coordinates were scaled from a topographic map and have
 MD0858.an estimated accuracy of +/- 6 seconds.
 MD0858
 MD0858.The orthometric height was determined by differential leveling
 MD0858.and adjusted by the National Geodetic Survey in June 1991..
 MD0858
 MD0858.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0858.See file dsdata.txt to determine how the superseded data were derived.
 MD0858
 MD0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL508731(NAD 83)
 MD0858_MARKER: DB = BENCH MARK DISK
 MD0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0858_STAMPING: A 163 1946
 MD0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0858+STABILITY: SURFACE MOTION
 MD0858
 MD0858  HISTORY     - Date     Condition        Report By
 MD0858  HISTORY     - 1946     MONUMENTED       CGS
 MD0858  HISTORY     - 1962     GOOD             NGS
 MD0858
 MD0858                          STATION DESCRIPTION
 MD0858
 MD0858'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1163 ***********************************************************************
 MD1163  DESIGNATION -  A 164
 MD1163  PID         -  MD1163
 MD1163  STATE/COUNTY-  IN/NOBLE
 MD1163  USGS QUAD   -  ORMAS (1965)
 MD1163
 MD1163                         *CURRENT SURVEY CONTROL
 MD1163  ___________________________________________________________________
 MD1163* NAD 83(1986)-  41 20 05.     (N)    085 34 29.     (W)     SCALED    
 MD1163* NAVD 88     -       284.224  (meters)     932.49   (feet)  ADJUSTED  
 MD1163  ___________________________________________________________________
 MD1163  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 MD1163  DYNAMIC HT  -         284.105 (meters)     932.10  (feet)  COMP
 MD1163  MODELED GRAV-     980,200.2   (mgal)                       NAVD 88
 MD1163
 MD1163  VERT ORDER  -  SECOND    CLASS 0
 MD1163
 MD1163.The horizontal coordinates were scaled from a topographic map and have
 MD1163.an estimated accuracy of +/- 6 seconds.
 MD1163
 MD1163.The orthometric height was determined by differential leveling
 MD1163.and adjusted by the National Geodetic Survey in June 1991..
 MD1163
 MD1163.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1163.See file dsdata.txt to determine how the superseded data were derived.
 MD1163
 MD1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL192768(NAD 83)
 MD1163_MARKER: DB = BENCH MARK DISK
 MD1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1163_STAMPING: A 164 1946
 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             NGS
 MD1163
 MD1163                          STATION DESCRIPTION
 MD1163
 MD1163'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0908 ***********************************************************************
 MD0908  DESIGNATION -  A 165
 MD0908  PID         -  MD0908
 MD0908  STATE/COUNTY-  IN/NOBLE
 MD0908  USGS QUAD   -  MERRIAM (1965)
 MD0908
 MD0908                         *CURRENT SURVEY CONTROL
 MD0908  ___________________________________________________________________
 MD0908* NAD 83(1986)-  41 18 18.     (N)    085 25 57.     (W)     SCALED    
 MD0908* NAVD 88     -       282.325  (meters)     926.26   (feet)  ADJUSTED  
 MD0908  ___________________________________________________________________
 MD0908  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MD0908  DYNAMIC HT  -         282.213 (meters)     925.89  (feet)  COMP
 MD0908  MODELED GRAV-     980,220.4   (mgal)                       NAVD 88
 MD0908
 MD0908  VERT ORDER  -  SECOND    CLASS 0
 MD0908
 MD0908.The horizontal coordinates were scaled from a topographic map and have
 MD0908.an estimated accuracy of +/- 6 seconds.
 MD0908
 MD0908.The orthometric height was determined by differential leveling
 MD0908.and adjusted by the National Geodetic Survey in June 1991..
 MD0908
 MD0908.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0908.See file dsdata.txt to determine how the superseded data were derived.
 MD0908
 MD0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL312738(NAD 83)
 MD0908_MARKER: DB = BENCH MARK DISK
 MD0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0908_STAMPING: A 165 1946
 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             NGS
 MD0908  HISTORY     - 1966     GOOD             NGS
 MD0908
 MD0908                          STATION DESCRIPTION
 MD0908
 MD0908'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1966
 MD0908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0207 ***********************************************************************
 ME0207  DESIGNATION -  A 166
 ME0207  PID         -  ME0207
 ME0207  STATE/COUNTY-  IN/MARSHALL
 ME0207  USGS QUAD   -  WALKERTON (1972)
 ME0207
 ME0207                         *CURRENT SURVEY CONTROL
 ME0207  ___________________________________________________________________
 ME0207* NAD 83(1986)-  41 26 52.     (N)    086 26 04.     (W)     SCALED    
 ME0207* NAVD 88     -       221.596  (meters)     727.02   (feet)  ADJUSTED  
 ME0207  ___________________________________________________________________
 ME0207  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 ME0207  DYNAMIC HT  -         221.507 (meters)     726.73  (feet)  COMP
 ME0207  MODELED GRAV-     980,217.0   (mgal)                       NAVD 88
 ME0207
 ME0207  VERT ORDER  -  SECOND    CLASS 0
 ME0207
 ME0207.The horizontal coordinates were scaled from a topographic map and have
 ME0207.an estimated accuracy of +/- 6 seconds.
 ME0207
 ME0207.The orthometric height was determined by differential leveling
 ME0207.and adjusted by the National Geodetic Survey in June 1991..
 ME0207
 ME0207.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0207.See file dsdata.txt to determine how the superseded data were derived.
 ME0207
 ME0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL472886(NAD 83)
 ME0207_MARKER: DB = BENCH MARK DISK
 ME0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0207_STAMPING: A 166 1946
 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 = OCTOBER  6, 2006
 ME0014 ***********************************************************************
 ME0014  DESIGNATION -  A 168
 ME0014  PID         -  ME0014
 ME0014  STATE/COUNTY-  IN/ST JOSEPH
 ME0014  USGS QUAD   -  OSCEOLA (1994)
 ME0014
 ME0014                         *CURRENT SURVEY CONTROL
 ME0014  ___________________________________________________________________
 ME0014* NAD 83(1986)-  41 38 36.     (N)    086 06 50.     (W)     SCALED    
 ME0014* NAVD 88     -       226.705  (meters)     743.78   (feet)  ADJUSTED  
 ME0014  ___________________________________________________________________
 ME0014  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0014  DYNAMIC HT  -         226.615 (meters)     743.49  (feet)  COMP
 ME0014  MODELED GRAV-     980,219.4   (mgal)                       NAVD 88
 ME0014
 ME0014  VERT ORDER  -  SECOND    CLASS 0
 ME0014
 ME0014.The horizontal coordinates were scaled from a topographic map and have
 ME0014.an estimated accuracy of +/- 6 seconds.
 ME0014
 ME0014.The orthometric height was determined by differential leveling
 ME0014.and adjusted by the National Geodetic Survey in June 1991..
 ME0014
 ME0014.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0014
 ME0014  NGVD 29 (??/??/92)  226.825  (m)          744.17   (f) ADJ UNCH    2 0
 ME0014
 ME0014.Superseded values are not recommended for survey control.
 ME0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0014.See file dsdata.txt to determine how the superseded data were derived.
 ME0014
 ME0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM737105(NAD 83)
 ME0014_MARKER: DB = BENCH MARK DISK
 ME0014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0014_SP_SET: BRIDGE
 ME0014_STAMPING: A 168 1946
 ME0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0014+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0159 ***********************************************************************
 ME0159  DESIGNATION -  A 169
 ME0159  PID         -  ME0159
 ME0159  STATE/COUNTY-  IN/MARSHALL
 ME0159  USGS QUAD   -  NAPPANEE WEST (1991)
 ME0159
 ME0159                         *CURRENT SURVEY CONTROL
 ME0159  ___________________________________________________________________
 ME0159* NAD 83(1986)-  41 24 18.     (N)    086 07 01.     (W)     SCALED    
 ME0159* NAVD 88     -       247.627  (meters)     812.42   (feet)  ADJUSTED  
 ME0159  ___________________________________________________________________
 ME0159  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME0159  DYNAMIC HT  -         247.525 (meters)     812.09  (feet)  COMP
 ME0159  MODELED GRAV-     980,202.8   (mgal)                       NAVD 88
 ME0159
 ME0159  VERT ORDER  -  SECOND    CLASS 0
 ME0159
 ME0159.The horizontal coordinates were scaled from a topographic map and have
 ME0159.an estimated accuracy of +/- 6 seconds.
 ME0159
 ME0159.The orthometric height was determined by differential leveling
 ME0159.and adjusted by the National Geodetic Survey in June 1991..
 ME0159
 ME0159.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0159.See file dsdata.txt to determine how the superseded data were derived.
 ME0159
 ME0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL738840(NAD 83)
 ME0159_MARKER: DB = BENCH MARK DISK
 ME0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0159_STAMPING: A 169 1946
 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 = OCTOBER  6, 2006
 ME1104 ***********************************************************************
 ME1104  DESIGNATION -  A 17
 ME1104  PID         -  ME1104
 ME1104  STATE/COUNTY-  IN/NEWTON
 ME1104  USGS QUAD   -  ENOS (1980)
 ME1104
 ME1104                         *CURRENT SURVEY CONTROL
 ME1104  ___________________________________________________________________
 ME1104* NAD 83(1986)-  41 03 25.     (N)    087 26 44.     (W)     SCALED    
 ME1104* NAVD 88     -       202.776  (meters)     665.27   (feet)  ADJUSTED  
 ME1104  ___________________________________________________________________
 ME1104  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 ME1104  DYNAMIC HT  -         202.689 (meters)     664.99  (feet)  COMP
 ME1104  MODELED GRAV-     980,190.8   (mgal)                       NAVD 88
 ME1104
 ME1104  VERT ORDER  -  FIRST     CLASS II
 ME1104
 ME1104.The horizontal coordinates were scaled from a topographic map and have
 ME1104.an estimated accuracy of +/- 6 seconds.
 ME1104
 ME1104.The orthometric height was determined by differential leveling
 ME1104.and adjusted by the National Geodetic Survey in June 1991..
 ME1104
 ME1104.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1104.See file dsdata.txt to determine how the superseded data were derived.
 ME1104
 ME1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL625451(NAD 83)
 ME1104_MARKER: DB = BENCH MARK DISK
 ME1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1104_STAMPING: A 17 1934
 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 = OCTOBER  6, 2006
 ME0187 ***********************************************************************
 ME0187  DESIGNATION -  A 170
 ME0187  PID         -  ME0187
 ME0187  STATE/COUNTY-  IN/KOSCIUSKO
 ME0187  USGS QUAD   -  NAPPANEE WEST (1991)
 ME0187
 ME0187                         *CURRENT SURVEY CONTROL
 ME0187  ___________________________________________________________________
 ME0187* NAD 83(1986)-  41 24 42.     (N)    086 03 30.     (W)     SCALED    
 ME0187* NAVD 88     -       253.415  (meters)     831.41   (feet)  ADJUSTED  
 ME0187  ___________________________________________________________________
 ME0187  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 ME0187  DYNAMIC HT  -         253.311 (meters)     831.07  (feet)  COMP
 ME0187  MODELED GRAV-     980,206.6   (mgal)                       NAVD 88
 ME0187
 ME0187  VERT ORDER  -  SECOND    CLASS 0
 ME0187
 ME0187.The horizontal coordinates were scaled from a topographic map and have
 ME0187.an estimated accuracy of +/- 6 seconds.
 ME0187
 ME0187.The orthometric height was determined by differential leveling
 ME0187.and adjusted by the National Geodetic Survey in June 1991..
 ME0187
 ME0187.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0187.See file dsdata.txt to determine how the superseded data were derived.
 ME0187
 ME0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL787848(NAD 83)
 ME0187_MARKER: DB = BENCH MARK DISK
 ME0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0187_STAMPING: A 170 1946
 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 = OCTOBER  6, 2006
 ME0146 ***********************************************************************
 ME0146  DESIGNATION -  A 171
 ME0146  PID         -  ME0146
 ME0146  STATE/COUNTY-  IN/ELKHART
 ME0146  USGS QUAD   -  WAKARUSA (1994)
 ME0146
 ME0146                         *CURRENT SURVEY CONTROL
 ME0146  ___________________________________________________________________
 ME0146* NAD 83(1986)-  41 32 09.     (N)    086 02 25.     (W)     SCALED    
 ME0146* NAVD 88     -       250.840  (meters)     822.96   (feet)  ADJUSTED  
 ME0146  ___________________________________________________________________
 ME0146  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME0146  DYNAMIC HT  -         250.737 (meters)     822.63  (feet)  COMP
 ME0146  MODELED GRAV-     980,204.3   (mgal)                       NAVD 88
 ME0146
 ME0146  VERT ORDER  -  SECOND    CLASS 0
 ME0146
 ME0146.The horizontal coordinates were scaled from a topographic map and have
 ME0146.an estimated accuracy of +/- 6 seconds.
 ME0146
 ME0146.The orthometric height was determined by differential leveling
 ME0146.and adjusted by the National Geodetic Survey in June 1991..
 ME0146
 ME0146.The geoid height was determined by GEOID03.
 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     -   698,130.       68,820.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0146.See file dsdata.txt to determine how the superseded data were derived.
 ME0146
 ME0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL800986(NAD 83)
 ME0146_MARKER: DB = BENCH MARK DISK
 ME0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0146_STAMPING: A-171 1946
 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             NGS
 ME0146  HISTORY     - 1982     GOOD             INDNR
 ME0146  HISTORY     - 19950914 GOOD             USPSQD
 ME0146
 ME0146                          STATION DESCRIPTION
 ME0146
 ME0146'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1317 ***********************************************************************
 MD1317  DESIGNATION -  A 172
 MD1317  PID         -  MD1317
 MD1317  STATE/COUNTY-  IN/KOSCIUSKO
 MD1317  USGS QUAD   -  ATWOOD (1994)
 MD1317
 MD1317                         *CURRENT SURVEY CONTROL
 MD1317  ___________________________________________________________________
 MD1317* NAD 83(1986)-  41 16 30.     (N)    085 59 56.     (W)     SCALED    
 MD1317* NAVD 88     -       242.131  (meters)     794.39   (feet)  ADJUSTED  
 MD1317  ___________________________________________________________________
 MD1317  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 MD1317  DYNAMIC HT  -         242.031 (meters)     794.06  (feet)  COMP
 MD1317  MODELED GRAV-     980,202.7   (mgal)                       NAVD 88
 MD1317
 MD1317  VERT ORDER  -  SECOND    CLASS 0
 MD1317
 MD1317.The horizontal coordinates were scaled from a topographic map and have
 MD1317.an estimated accuracy of +/- 6 seconds.
 MD1317
 MD1317.The orthometric height was determined by differential leveling
 MD1317.and adjusted by the National Geodetic Survey in June 1991..
 MD1317
 MD1317.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1317.See file dsdata.txt to determine how the superseded data were derived.
 MD1317
 MD1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL838697(NAD 83)
 MD1317_MARKER: DB = BENCH MARK DISK
 MD1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1317_STAMPING: A 172 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1966
 MD1317'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1629 ***********************************************************************
 LA1629  DESIGNATION -  A 173
 LA1629  PID         -  LA1629
 LA1629  STATE/COUNTY-  IN/WABASH
 LA1629  USGS QUAD   -  SOMERSET (1994)
 LA1629
 LA1629                         *CURRENT SURVEY CONTROL
 LA1629  ___________________________________________________________________
 LA1629* NAD 83(1986)-  40 44 19.     (N)    085 47 35.     (W)     SCALED    
 LA1629* NAVD 88     -       244.459  (meters)     802.03   (feet)  ADJUSTED  
 LA1629  ___________________________________________________________________
 LA1629  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 LA1629  DYNAMIC HT  -         244.340 (meters)     801.64  (feet)  COMP
 LA1629  MODELED GRAV-     980,134.5   (mgal)                       NAVD 88
 LA1629
 LA1629  VERT ORDER  -  FIRST     CLASS II
 LA1629
 LA1629.The horizontal coordinates were scaled from a topographic map and have
 LA1629.an estimated accuracy of +/- 6 seconds.
 LA1629
 LA1629.The orthometric height was determined by differential leveling
 LA1629.and adjusted by the National Geodetic Survey in June 1991..
 LA1629
 LA1629.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1629.See file dsdata.txt to determine how the superseded data were derived.
 LA1629
 LA1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL019104(NAD 83)
 LA1629_MARKER: DB = BENCH MARK DISK
 LA1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1629_STAMPING: A 173 1946
 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 = OCTOBER  6, 2006
 LA1860 ***********************************************************************
 LA1860  DESIGNATION -  A 174
 LA1860  PID         -  LA1860
 LA1860  STATE/COUNTY-  IN/GRANT
 LA1860  USGS QUAD   -  LA FONTAINE (1994)
 LA1860
 LA1860                         *CURRENT SURVEY CONTROL
 LA1860  ___________________________________________________________________
 LA1860* NAD 83(1986)-  40 37 32.     (N)    085 42 08.     (W)     SCALED    
 LA1860* NAVD 88     -       252.449  (meters)     828.24   (feet)  ADJUSTED  
 LA1860  ___________________________________________________________________
 LA1860  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LA1860  DYNAMIC HT  -         252.323 (meters)     827.83  (feet)  COMP
 LA1860  MODELED GRAV-     980,118.8   (mgal)                       NAVD 88
 LA1860
 LA1860  VERT ORDER  -  SECOND    CLASS 0
 LA1860
 LA1860.The horizontal coordinates were scaled from a topographic map and have
 LA1860.an estimated accuracy of +/- 6 seconds.
 LA1860
 LA1860.The orthometric height was determined by differential leveling
 LA1860.and adjusted by the National Geodetic Survey in June 1991..
 LA1860
 LA1860.The geoid height was determined by GEOID03.
 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     -   596,980.       96,990.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1860.See file dsdata.txt to determine how the superseded data were derived.
 LA1860
 LA1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK097980(NAD 83)
 LA1860_MARKER: DB = BENCH MARK DISK
 LA1860_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1860_SP_SET: BUILDING
 LA1860_STAMPING: A 174 1946
 LA1860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1860
 LA1860  HISTORY     - Date     Condition        Report By
 LA1860  HISTORY     - 1946     MONUMENTED       CGS
 LA1860  HISTORY     - 1961     GOOD             LOCSUR
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1328 ***********************************************************************
 LA1328  DESIGNATION -  A 175
 LA1328  PID         -  LA1328
 LA1328  STATE/COUNTY-  IN/GRANT
 LA1328  USGS QUAD   -  FAIRMOUNT (1994)
 LA1328
 LA1328                         *CURRENT SURVEY CONTROL
 LA1328  ___________________________________________________________________
 LA1328* NAD 83(1986)-  40 29 52.     (N)    085 40 14.     (W)     SCALED    
 LA1328* NAVD 88     -       258.461  (meters)     847.97   (feet)  ADJUSTED  
 LA1328  ___________________________________________________________________
 LA1328  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 LA1328  DYNAMIC HT  -         258.329 (meters)     847.53  (feet)  COMP
 LA1328  MODELED GRAV-     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 topographic map and have
 LA1328.an estimated accuracy of +/- 6 seconds.
 LA1328
 LA1328.The orthometric height was determined by differential leveling
 LA1328.and adjusted by the National Geodetic Survey in June 1991..
 LA1328
 LA1328.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1328.See file dsdata.txt to determine how the superseded data were derived.
 LA1328
 LA1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK126838(NAD 83)
 LA1328_MARKER: DB = BENCH MARK DISK
 LA1328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1328_SP_SET: FOUNDATION
 LA1328_STAMPING: A 175 1946
 LA1328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1328
 LA1328  HISTORY     - Date     Condition        Report By
 LA1328  HISTORY     - 1946     MONUMENTED       CGS
 LA1328  HISTORY     - 1968     GOOD             NGS
 LA1328  HISTORY     - 1976     MARK NOT FOUND   NGS
 LA1328
 LA1328                          STATION DESCRIPTION
 LA1328
 LA1328'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0452 ***********************************************************************
 ME0452  DESIGNATION -  A 177
 ME0452  PID         -  ME0452
 ME0452  STATE/COUNTY-  IN/FULTON
 ME0452  USGS QUAD   -  ROCHESTER (1992)
 ME0452
 ME0452                         *CURRENT SURVEY CONTROL
 ME0452  ___________________________________________________________________
 ME0452* NAD 83(1986)-  41 03 42.     (N)    086 11 27.     (W)     SCALED    
 ME0452* NAVD 88     -       239.779  (meters)     786.67   (feet)  ADJUSTED  
 ME0452  ___________________________________________________________________
 ME0452  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME0452  DYNAMIC HT  -         239.674 (meters)     786.33  (feet)  COMP
 ME0452  MODELED GRAV-     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 topographic map and have
 ME0452.an estimated accuracy of +/- 6 seconds.
 ME0452
 ME0452.The orthometric height was determined by differential leveling
 ME0452.and adjusted by the National Geodetic Survey in June 1991..
 ME0452
 ME0452.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0452.See file dsdata.txt to determine how the superseded data were derived.
 ME0452
 ME0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL679459(NAD 83)
 ME0452_MARKER: DB = BENCH MARK DISK
 ME0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0452_STAMPING: A 177 1946
 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 = OCTOBER  6, 2006
 MD1290 ***********************************************************************
 MD1290  DESIGNATION -  A 178
 MD1290  PID         -  MD1290
 MD1290  STATE/COUNTY-  IN/WABASH
 MD1290  USGS QUAD   -  SILVER LAKE (1994)
 MD1290
 MD1290                         *CURRENT SURVEY CONTROL
 MD1290  ___________________________________________________________________
 MD1290* NAD 83(1986)-  41 00 50.     (N)    085 53 25.     (W)     SCALED    
 MD1290* NAVD 88     -       258.578  (meters)     848.35   (feet)  ADJUSTED  
 MD1290  ___________________________________________________________________
 MD1290  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MD1290  DYNAMIC HT  -         258.461 (meters)     847.97  (feet)  COMP
 MD1290  MODELED GRAV-     980,164.5   (mgal)                       NAVD 88
 MD1290
 MD1290  VERT ORDER  -  SECOND    CLASS 0
 MD1290
 MD1290.The horizontal coordinates were scaled from a topographic map and have
 MD1290.an estimated accuracy of +/- 6 seconds.
 MD1290
 MD1290.The orthometric height was determined by differential leveling
 MD1290.and adjusted by the National Geodetic Survey in June 1991..
 MD1290
 MD1290.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1290.See file dsdata.txt to determine how the superseded data were derived.
 MD1290
 MD1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL933408(NAD 83)
 MD1290_MARKER: DB = BENCH MARK DISK
 MD1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1290_STAMPING: A 178 1946
 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 = OCTOBER  6, 2006
 ME0459 ***********************************************************************
 ME0459  DESIGNATION -  A 179
 ME0459  PID         -  ME0459
 ME0459  STATE/COUNTY-  IN/FULTON
 ME0459  USGS QUAD   -  PERSHING (1962)
 ME0459
 ME0459                         *CURRENT SURVEY CONTROL
 ME0459  ___________________________________________________________________
 ME0459* NAD 83(1986)-  41 03 16.     (N)    086 19 07.     (W)     SCALED    
 ME0459* NAVD 88     -       228.864  (meters)     750.86   (feet)  ADJUSTED  
 ME0459  ___________________________________________________________________
 ME0459  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 ME0459  DYNAMIC HT  -         228.767 (meters)     750.55  (feet)  COMP
 ME0459  MODELED GRAV-     980,195.1   (mgal)                       NAVD 88
 ME0459
 ME0459  VERT ORDER  -  SECOND    CLASS 0
 ME0459
 ME0459.The horizontal coordinates were scaled from a topographic map and have
 ME0459.an estimated accuracy of +/- 6 seconds.
 ME0459
 ME0459.The orthometric height was determined by differential leveling
 ME0459.and adjusted by the National Geodetic Survey in June 1991..
 ME0459
 ME0459.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0459.See file dsdata.txt to determine how the superseded data were derived.
 ME0459
 ME0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL572450(NAD 83)
 ME0459_MARKER: DB = BENCH MARK DISK
 ME0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0459_STAMPING: A 179 1946
 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 = OCTOBER  6, 2006
 ME0921 ***********************************************************************
 ME0921  DESIGNATION -  A 18
 ME0921  PID         -  ME0921
 ME0921  STATE/COUNTY-  IN/LAKE
 ME0921  USGS QUAD   -  HIGHLAND (1991)
 ME0921
 ME0921                         *CURRENT SURVEY CONTROL
 ME0921  ___________________________________________________________________
 ME0921* NAD 83(1986)-  41 33 34.     (N)    087 27 58.     (W)     SCALED    
 ME0921* NAVD 88     -       185.236  (meters)     607.73   (feet)  ADJUSTED  
 ME0921  ___________________________________________________________________
 ME0921  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 ME0921  DYNAMIC HT  -         185.166 (meters)     607.50  (feet)  COMP
 ME0921  MODELED GRAV-     980,242.0   (mgal)                       NAVD 88
 ME0921
 ME0921  VERT ORDER  -  FIRST     CLASS II
 ME0921
 ME0921.The horizontal coordinates were scaled from a topographic map and have
 ME0921.an estimated accuracy of +/- 6 seconds.
 ME0921
 ME0921.The orthometric height was determined by differential leveling
 ME0921.and adjusted by the National Geodetic Survey in June 1991..
 ME0921
 ME0921.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0921.See file dsdata.txt to determine how the superseded data were derived.
 ME0921
 ME0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM611009(NAD 83)
 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             NGS
 ME0921  HISTORY     - 19900702 MARK NOT FOUND   USGS
 ME0921  HISTORY     - 20011116 GOOD             LOCSUR
 ME0921
 ME0921                          STATION DESCRIPTION
 ME0921
 ME0921'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0240 ***********************************************************************
 LB0240  DESIGNATION -  A 180
 LB0240  PID         -  LB0240
 LB0240  STATE/COUNTY-  IN/MIAMI
 LB0240  USGS QUAD   -  PERU (1992)
 LB0240
 LB0240                         *CURRENT SURVEY CONTROL
 LB0240  ___________________________________________________________________
 LB0240* NAD 83(1986)-  40 47 52.     (N)    086 02 32.     (W)     SCALED    
 LB0240* NAVD 88     -       242.497  (meters)     795.59   (feet)  ADJUSTED  
 LB0240  ___________________________________________________________________
 LB0240  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 LB0240  DYNAMIC HT  -         242.382 (meters)     795.21  (feet)  COMP
 LB0240  MODELED GRAV-     980,144.6   (mgal)                       NAVD 88
 LB0240
 LB0240  VERT ORDER  -  SECOND    CLASS 0
 LB0240
 LB0240.The horizontal coordinates were scaled from a topographic map and have
 LB0240.an estimated accuracy of +/- 6 seconds.
 LB0240
 LB0240.The orthometric height was determined by differential leveling
 LB0240.and adjusted by the National Geodetic Survey in June 1991..
 LB0240
 LB0240.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0240.See file dsdata.txt to determine how the superseded data were derived.
 LB0240
 LB0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL807167(NAD 83)
 LB0240_MARKER: DB = BENCH MARK DISK
 LB0240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0240_SP_SET: BUILDING
 LB0240_STAMPING: A 180 1946
 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 = OCTOBER  6, 2006
 LB0195 ***********************************************************************
 LB0195  DESIGNATION -  A 181
 LB0195  PID         -  LB0195
 LB0195  STATE/COUNTY-  IN/FULTON
 LB0195  USGS QUAD   -  MACY (1994)
 LB0195
 LB0195                         *CURRENT SURVEY CONTROL
 LB0195  ___________________________________________________________________
 LB0195* NAD 83(1986)-  40 56 43.     (N)    086 14 02.     (W)     SCALED    
 LB0195* NAVD 88     -       245.210  (meters)     804.49   (feet)  ADJUSTED  
 LB0195  ___________________________________________________________________
 LB0195  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 LB0195  DYNAMIC HT  -         245.101 (meters)     804.14  (feet)  COMP
 LB0195  MODELED GRAV-     980,172.8   (mgal)                       NAVD 88
 LB0195
 LB0195  VERT ORDER  -  SECOND    CLASS 0
 LB0195
 LB0195.The horizontal coordinates were scaled from a topographic map and have
 LB0195.an estimated accuracy of +/- 6 seconds.
 LB0195
 LB0195.The orthometric height was determined by differential leveling
 LB0195.and adjusted by the National Geodetic Survey in June 1991..
 LB0195
 LB0195.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0195.See file dsdata.txt to determine how the superseded data were derived.
 LB0195
 LB0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL644329(NAD 83)
 LB0195_MARKER: DB = BENCH MARK DISK
 LB0195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0195_SP_SET: DRILL HOLE
 LB0195_STAMPING: A 181 1946
 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 = OCTOBER  6, 2006
 MD1040 ***********************************************************************
 MD1040  DESIGNATION -  A 182
 MD1040  PID         -  MD1040
 MD1040  STATE/COUNTY-  IN/KOSCIUSKO
 MD1040  USGS QUAD   -  WARSAW (1994)
 MD1040
 MD1040                         *CURRENT SURVEY CONTROL
 MD1040  ___________________________________________________________________
 MD1040* NAD 83(1986)-  41 11 58.     (N)    085 52 00.     (W)     SCALED    
 MD1040* NAVD 88     -       257.803  (meters)     845.81   (feet)  ADJUSTED  
 MD1040  ___________________________________________________________________
 MD1040  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 MD1040  DYNAMIC HT  -         257.693 (meters)     845.45  (feet)  COMP
 MD1040  MODELED GRAV-     980,188.5   (mgal)                       NAVD 88
 MD1040
 MD1040  VERT ORDER  -  FIRST     CLASS II
 MD1040
 MD1040.The horizontal coordinates were scaled from a topographic map and have
 MD1040.an estimated accuracy of +/- 6 seconds.
 MD1040
 MD1040.The orthometric height was determined by differential leveling
 MD1040.and adjusted by the National Geodetic Survey in June 1991..
 MD1040
 MD1040.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1040.See file dsdata.txt to determine how the superseded data were derived.
 MD1040
 MD1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL950615(NAD 83)
 MD1040_MARKER: DB = BENCH MARK DISK
 MD1040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1040_SP_SET: ABUTMENT
 MD1040_STAMPING: A 182 1946
 MD1040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1040
 MD1040  HISTORY     - Date     Condition        Report By
 MD1040  HISTORY     - 1946     MONUMENTED       CGS
 MD1040  HISTORY     - 1983     GOOD             USE
 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 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 = OCTOBER  6, 2006
 LB0146 ***********************************************************************
 LB0146  DESIGNATION -  A 183
 LB0146  PID         -  LB0146
 LB0146  STATE/COUNTY-  IN/CASS
 LB0146  USGS QUAD   -  LOGANSPORT (1987)
 LB0146
 LB0146                         *CURRENT SURVEY CONTROL
 LB0146  ___________________________________________________________________
 LB0146* NAD 83(1986)-  40 51 59.     (N)    086 21 53.     (W)     SCALED    
 LB0146* NAVD 88     -       242.087  (meters)     794.25   (feet)  ADJUSTED  
 LB0146  ___________________________________________________________________
 LB0146  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 LB0146  DYNAMIC HT  -         241.978 (meters)     793.89  (feet)  COMP
 LB0146  MODELED GRAV-     980,164.5   (mgal)                       NAVD 88
 LB0146
 LB0146  VERT ORDER  -  SECOND    CLASS 0
 LB0146
 LB0146.The horizontal coordinates were scaled from a topographic map and have
 LB0146.an estimated accuracy of +/- 6 seconds.
 LB0146
 LB0146.The orthometric height was determined by differential leveling
 LB0146.and adjusted by the National Geodetic Survey in June 1991..
 LB0146
 LB0146.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0146.See file dsdata.txt to determine how the superseded data were derived.
 LB0146
 LB0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL535241(NAD 83)
 LB0146_MARKER: DB = BENCH MARK DISK
 LB0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0146_STAMPING: A 183 1946
 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 = OCTOBER  6, 2006
 LB0405 ***********************************************************************
 LB0405  DESIGNATION -  A 184
 LB0405  PID         -  LB0405
 LB0405  STATE/COUNTY-  IN/HAMILTON
 LB0405  USGS QUAD   -  SHERIDAN (1992)
 LB0405
 LB0405                         *CURRENT SURVEY CONTROL
 LB0405  ___________________________________________________________________
 LB0405* NAD 83(1986)-  40 08 01.     (N)    086 13 18.     (W)     SCALED    
 LB0405* NAVD 88     -       289.095  (meters)     948.47   (feet)  ADJUSTED  
 LB0405  ___________________________________________________________________
 LB0405  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 LB0405  DYNAMIC HT  -         288.935 (meters)     947.95  (feet)  COMP
 LB0405  MODELED GRAV-     980,063.2   (mgal)                       NAVD 88
 LB0405
 LB0405  VERT ORDER  -  SECOND    CLASS 0
 LB0405
 LB0405.The horizontal coordinates were scaled from a topographic map and have
 LB0405.an estimated accuracy of +/- 6 seconds.
 LB0405
 LB0405.The orthometric height was determined by differential leveling
 LB0405.and adjusted by the National Geodetic Survey in June 1991..
 LB0405
 LB0405.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0405.See file dsdata.txt to determine how the superseded data were derived.
 LB0405
 LB0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK663428(NAD 83)
 LB0405_MARKER: DB = BENCH MARK DISK
 LB0405_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0405_SP_SET: BUILDING
 LB0405_STAMPING: A 184 1946
 LB0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0405_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB0405+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2005
 LB0405
 LB0405  HISTORY     - Date     Condition        Report By
 LB0405  HISTORY     - 1946     MONUMENTED       CGS
 LB0405  HISTORY     - 1961     GOOD             NGS
 LB0405  HISTORY     - 20050914 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0277 ***********************************************************************
 ME0277  DESIGNATION -  A 185
 ME0277  PID         -  ME0277
 ME0277  STATE/COUNTY-  IN/MARSHALL
 ME0277  USGS QUAD   -  PLYMOUTH (1980)
 ME0277
 ME0277                         *CURRENT SURVEY CONTROL
 ME0277  ___________________________________________________________________
 ME0277* NAD 83(1986)-  41 20 47.     (N)    086 21 28.     (W)     SCALED    
 ME0277* NAVD 88     -       249.355  (meters)     818.09   (feet)  ADJUSTED  
 ME0277  ___________________________________________________________________
 ME0277  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0277  DYNAMIC HT  -         249.252 (meters)     817.75  (feet)  COMP
 ME0277  MODELED GRAV-     980,203.0   (mgal)                       NAVD 88
 ME0277
 ME0277  VERT ORDER  -  FIRST     CLASS I
 ME0277
 ME0277.The horizontal coordinates were scaled from a topographic map and have
 ME0277.an estimated accuracy of +/- 6 seconds.
 ME0277
 ME0277.The orthometric height was determined by differential leveling
 ME0277.and adjusted by the National Geodetic Survey in April 1995..
 ME0277
 ME0277.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0277
 ME0277  NAVD 88 (06/15/91)  249.353  (m)          818.09   (f) UNKNOWN     1 1
 ME0277  NGVD 29 (01/19/93)  249.471  (m)          818.47   (f) ADJUSTED    1 1
 ME0277
 ME0277.Superseded values are not recommended for survey control.
 ME0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0277.See file dsdata.txt to determine how the superseded data were derived.
 ME0277
 ME0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL537774(NAD 83)
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 MD1315 ***********************************************************************
 MD1315  DESIGNATION -  A 186
 MD1315  PID         -  MD1315
 MD1315  STATE/COUNTY-  IN/WHITLEY
 MD1315  USGS QUAD   -  SOUTH WHITLEY EAST (1962)
 MD1315
 MD1315                         *CURRENT SURVEY CONTROL
 MD1315  ___________________________________________________________________
 MD1315* NAD 83(1986)-  41 00 14.     (N)    085 30 50.     (W)     SCALED    
 MD1315* NAVD 88     -       257.645  (meters)     845.29   (feet)  ADJUSTED  
 MD1315  ___________________________________________________________________
 MD1315  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 MD1315  DYNAMIC HT  -         257.529 (meters)     844.91  (feet)  COMP
 MD1315  MODELED GRAV-     980,166.6   (mgal)                       NAVD 88
 MD1315
 MD1315  VERT ORDER  -  SECOND    CLASS 0
 MD1315
 MD1315.The horizontal coordinates were scaled from a topographic map and have
 MD1315.an estimated accuracy of +/- 6 seconds.
 MD1315
 MD1315.The orthometric height was determined by differential leveling
 MD1315.and adjusted by the National Geodetic Survey in June 1991..
 MD1315
 MD1315.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1315.See file dsdata.txt to determine how the superseded data were derived.
 MD1315
 MD1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL249402(NAD 83)
 MD1315_MARKER: DB = BENCH MARK DISK
 MD1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1315_STAMPING: A 186 1946
 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             NGS
 MD1315  HISTORY     - 1973     GOOD             BRADY
 MD1315  HISTORY     - 1990     GOOD             USPSQD
 MD1315
 MD1315                          STATION DESCRIPTION
 MD1315
 MD1315'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1316 ***********************************************************************
 MD1316  DESIGNATION -  A 186 RESET 1966
 MD1316  PID         -  MD1316
 MD1316  STATE/COUNTY-  IN/WHITLEY
 MD1316  USGS QUAD   -  SOUTH WHITLEY EAST (1962)
 MD1316
 MD1316                         *CURRENT SURVEY CONTROL
 MD1316  ___________________________________________________________________
 MD1316* NAD 83(1986)-  41 00 14.     (N)    085 30 50.     (W)     SCALED    
 MD1316* NAVD 88     -       257.73   (meters)     845.6    (feet)  RESET     
 MD1316  ___________________________________________________________________
 MD1316  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 MD1316
 MD1316  VERT ORDER  -  THIRD
 MD1316
 MD1316.The horizontal coordinates were scaled from a topographic map and have
 MD1316.an estimated accuracy of +/- 6 seconds.
 MD1316
 MD1316.The orthometric height was computed from unverified reset data.
 MD1316
 MD1316.The geoid height was determined by GEOID03.
 MD1316
 MD1316;                    North         East    Units  Estimated Accuracy
 MD1316;SPC IN E     -   639,000.      112,850.      MT  (+/- 180 meters Scaled)
 MD1316
 MD1316                          SUPERSEDED SURVEY CONTROL
 MD1316
 MD1316.No superseded survey control is available for this station.
 MD1316
 MD1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL249402(NAD 83)
 MD1316_MARKER: DB = BENCH MARK DISK
 MD1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1316_STAMPING: A 186 1946 RESET 1966
 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 = OCTOBER  6, 2006
 MD1089 ***********************************************************************
 MD1089  DESIGNATION -  A 187
 MD1089  PID         -  MD1089
 MD1089  STATE/COUNTY-  IN/WHITLEY
 MD1089  USGS QUAD   -  SOUTH WHITLEY WEST (1994)
 MD1089
 MD1089                         *CURRENT SURVEY CONTROL
 MD1089  ___________________________________________________________________
 MD1089* NAD 83(1986)-  41 01 53.     (N)    085 37 30.     (W)     SCALED    
 MD1089* NAVD 88     -       261.393  (meters)     857.59   (feet)  ADJUSTED  
 MD1089  ___________________________________________________________________
 MD1089  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MD1089  DYNAMIC HT  -         261.275 (meters)     857.20  (feet)  COMP
 MD1089  MODELED GRAV-     980,165.5   (mgal)                       NAVD 88
 MD1089
 MD1089  VERT ORDER  -  SECOND    CLASS 0
 MD1089
 MD1089.The horizontal coordinates were scaled from a topographic map and have
 MD1089.an estimated accuracy of +/- 6 seconds.
 MD1089
 MD1089.The orthometric height was determined by differential leveling
 MD1089.and adjusted by the National Geodetic Survey in June 1991..
 MD1089
 MD1089.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1089.See file dsdata.txt to determine how the superseded data were derived.
 MD1089
 MD1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL155431(NAD 83)
 MD1089_MARKER: DB = BENCH MARK DISK
 MD1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1089_STAMPING: A 187 1946
 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             NGS
 MD1089
 MD1089                          STATION DESCRIPTION
 MD1089
 MD1089'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1293 ***********************************************************************
 MD1293  DESIGNATION -  A 188
 MD1293  PID         -  MD1293
 MD1293  STATE/COUNTY-  IN/WABASH
 MD1293  USGS QUAD   -  NORTH MANCHESTER NORTH (1994)
 MD1293
 MD1293                         *CURRENT SURVEY CONTROL
 MD1293  ___________________________________________________________________
 MD1293* NAD 83(1986)-  41 00 02.     (N)    085 47 17.     (W)     SCALED    
 MD1293* NAVD 88     -       236.905  (meters)     777.25   (feet)  ADJUSTED  
 MD1293  ___________________________________________________________________
 MD1293  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 MD1293  DYNAMIC HT  -         236.797 (meters)     776.89  (feet)  COMP
 MD1293  MODELED GRAV-     980,161.7   (mgal)                       NAVD 88
 MD1293
 MD1293  VERT ORDER  -  SECOND    CLASS 0
 MD1293
 MD1293.The horizontal coordinates were scaled from a topographic map and have
 MD1293.an estimated accuracy of +/- 6 seconds.
 MD1293
 MD1293.The orthometric height was determined by differential leveling
 MD1293.and adjusted by the National Geodetic Survey in June 1991..
 MD1293
 MD1293.The geoid height was determined by GEOID03.
 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     -   638,630.       89,790.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1293.See file dsdata.txt to determine how the superseded data were derived.
 MD1293
 MD1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL019395(NAD 83)
 MD1293_MARKER: DB = BENCH MARK DISK
 MD1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1293_STAMPING: A 188 1946
 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 = OCTOBER  6, 2006
 LA0867 ***********************************************************************
 LA0867  DESIGNATION -  A 189
 LA0867  PID         -  LA0867
 LA0867  STATE/COUNTY-  IN/ALLEN
 LA0867  USGS QUAD   -  ZANESVILLE (1972)
 LA0867
 LA0867                         *CURRENT SURVEY CONTROL
 LA0867  ___________________________________________________________________
 LA0867* NAD 83(1986)-  40 55 53.     (N)    085 19 08.     (W)     SCALED    
 LA0867* NAVD 88     -       242.814  (meters)     796.63   (feet)  ADJUSTED  
 LA0867  ___________________________________________________________________
 LA0867  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 LA0867  DYNAMIC HT  -         242.705 (meters)     796.27  (feet)  COMP
 LA0867  MODELED GRAV-     980,169.7   (mgal)                       NAVD 88
 LA0867
 LA0867  VERT ORDER  -  SECOND    CLASS 0
 LA0867
 LA0867.The horizontal coordinates were scaled from a topographic map and have
 LA0867.an estimated accuracy of +/- 6 seconds.
 LA0867
 LA0867.The orthometric height was determined by differential leveling
 LA0867.and adjusted by the National Geodetic Survey in June 1991..
 LA0867
 LA0867.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0867.See file dsdata.txt to determine how the superseded data were derived.
 LA0867
 LA0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL415325(NAD 83)
 LA0867_MARKER: DB = BENCH MARK DISK
 LA0867_SETTING: 0 = UNSPECIFIED SETTING
 LA0867_STAMPING: A 189 1946
 LA0867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0867
 LA0867  HISTORY     - Date     Condition        Report By
 LA0867  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0803 ***********************************************************************
 MD0803  DESIGNATION -  A 190
 MD0803  PID         -  MD0803
 MD0803  STATE/COUNTY-  IN/ALLEN
 MD0803  USGS QUAD   -  ARCOLA (1981)
 MD0803
 MD0803                         *CURRENT SURVEY CONTROL
 MD0803  ___________________________________________________________________
 MD0803* NAD 83(1986)-  41 00 50.     (N)    085 19 21.     (W)     SCALED    
 MD0803* NAVD 88     -       233.815  (meters)     767.11   (feet)  ADJUSTED  
 MD0803  ___________________________________________________________________
 MD0803  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 MD0803  DYNAMIC HT  -         233.716 (meters)     766.78  (feet)  COMP
 MD0803  MODELED GRAV-     980,195.2   (mgal)                       NAVD 88
 MD0803
 MD0803  VERT ORDER  -  SECOND    CLASS 0
 MD0803
 MD0803.The horizontal coordinates were scaled from a topographic map and have
 MD0803.an estimated accuracy of +/- 6 seconds.
 MD0803
 MD0803.The orthometric height was determined by differential leveling
 MD0803.and adjusted by the National Geodetic Survey in June 1991..
 MD0803
 MD0803.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0803.See file dsdata.txt to determine how the superseded data were derived.
 MD0803
 MD0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL410416(NAD 83)
 MD0803_MARKER: DB = BENCH MARK DISK
 MD0803_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0803_SP_SET: BRIDGE
 MD0803_STAMPING: A-190-1946
 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 = OCTOBER  6, 2006
 LB0297 ***********************************************************************
 LB0297  DESIGNATION -  A 191
 LB0297  PID         -  LB0297
 LB0297  STATE/COUNTY-  IN/MIAMI
 LB0297  USGS QUAD   -  MIAMI (1994)
 LB0297
 LB0297                         *CURRENT SURVEY CONTROL
 LB0297  ___________________________________________________________________
 LB0297* NAD 83(1986)-  40 35 06.     (N)    086 05 20.     (W)     SCALED    
 LB0297* NAVD 88     -       249.636  (meters)     819.01   (feet)  ADJUSTED  
 LB0297  ___________________________________________________________________
 LB0297  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 LB0297  DYNAMIC HT  -         249.510 (meters)     818.60  (feet)  COMP
 LB0297  MODELED GRAV-     980,116.1   (mgal)                       NAVD 88
 LB0297
 LB0297  VERT ORDER  -  SECOND    CLASS 0
 LB0297
 LB0297.The horizontal coordinates were scaled from a topographic map and have
 LB0297.an estimated accuracy of +/- 6 seconds.
 LB0297
 LB0297.The orthometric height was determined by differential leveling
 LB0297.and adjusted by the National Geodetic Survey in June 1991..
 LB0297
 LB0297.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0297.See file dsdata.txt to determine how the superseded data were derived.
 LB0297
 LB0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK771930(NAD 83)
 LB0297_MARKER: DB = BENCH MARK DISK
 LB0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0297_STAMPING: A 191 1946
 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 = OCTOBER  6, 2006
 LA1890 ***********************************************************************
 LA1890  DESIGNATION -  A 192
 LA1890  PID         -  LA1890
 LA1890  STATE/COUNTY-  IN/HOWARD
 LA1890  USGS QUAD   -  AMBOY (1994)
 LA1890
 LA1890                         *CURRENT SURVEY CONTROL
 LA1890  ___________________________________________________________________
 LA1890* NAD 83(1986)-  40 33 51.     (N)    085 58 36.     (W)     SCALED    
 LA1890* NAVD 88     -       253.092  (meters)     830.35   (feet)  ADJUSTED  
 LA1890  ___________________________________________________________________
 LA1890  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LA1890  DYNAMIC HT  -         252.964 (meters)     829.93  (feet)  COMP
 LA1890  MODELED GRAV-     980,112.5   (mgal)                       NAVD 88
 LA1890
 LA1890  VERT ORDER  -  SECOND    CLASS 0
 LA1890
 LA1890.The horizontal coordinates were scaled from a topographic map and have
 LA1890.an estimated accuracy of +/- 6 seconds.
 LA1890
 LA1890.The orthometric height was determined by differential leveling
 LA1890.and adjusted by the National Geodetic Survey in June 1991..
 LA1890
 LA1890.The geoid height was determined by GEOID03.
 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     -   590,210.       73,750.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1890.See file dsdata.txt to determine how the superseded data were derived.
 LA1890
 LA1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK866908(NAD 83)
 LA1890_MARKER: DB = BENCH MARK DISK
 LA1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1890_STAMPING: A 192 1946
 LA1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1890+STABILITY: SURFACE MOTION
 LA1890
 LA1890  HISTORY     - Date     Condition        Report By
 LA1890  HISTORY     - 1946     MONUMENTED       CGS
 LA1890  HISTORY     - 1960     GOOD             USGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1483 ***********************************************************************
 LA1483  DESIGNATION -  A 194
 LA1483  PID         -  LA1483
 LA1483  STATE/COUNTY-  IN/MADISON
 LA1483  USGS QUAD   -  FRANKTON (1994)
 LA1483
 LA1483                         *CURRENT SURVEY CONTROL
 LA1483  ___________________________________________________________________
 LA1483* NAD 83(1986)-  40 10 42.     (N)    085 47 09.     (W)     SCALED    
 LA1483* NAVD 88     -       261.093  (meters)     856.60   (feet)  ADJUSTED  
 LA1483  ___________________________________________________________________
 LA1483  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 LA1483  DYNAMIC HT  -         260.952 (meters)     856.14  (feet)  COMP
 LA1483  MODELED GRAV-     980,082.0   (mgal)                       NAVD 88
 LA1483
 LA1483  VERT ORDER  -  SECOND    CLASS 0
 LA1483
 LA1483.The horizontal coordinates were scaled from a topographic map and have
 LA1483.an estimated accuracy of +/- 6 seconds.
 LA1483
 LA1483.The orthometric height was determined by differential leveling
 LA1483.and adjusted by the National Geodetic Survey in June 1991..
 LA1483
 LA1483.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1483.See file dsdata.txt to determine how the superseded data were derived.
 LA1483
 LA1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK033482(NAD 83)
 LA1483_MARKER: DB = BENCH MARK DISK
 LA1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1483_STAMPING: A 194 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1355 ***********************************************************************
 LA1355  DESIGNATION -  A 195
 LA1355  PID         -  LA1355
 LA1355  STATE/COUNTY-  IN/MADISON
 LA1355  USGS QUAD   -  ELWOOD (1994)
 LA1355
 LA1355                         *CURRENT SURVEY CONTROL
 LA1355  ___________________________________________________________________
 LA1355* NAD 83(1986)-  40 15 46.     (N)    085 49 12.     (W)     SCALED    
 LA1355* NAVD 88     -       264.616  (meters)     868.16   (feet)  ADJUSTED  
 LA1355  ___________________________________________________________________
 LA1355  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 LA1355  DYNAMIC HT  -         264.476 (meters)     867.70  (feet)  COMP
 LA1355  MODELED GRAV-     980,088.8   (mgal)                       NAVD 88
 LA1355
 LA1355  VERT ORDER  -  SECOND    CLASS 0
 LA1355
 LA1355.The horizontal coordinates were scaled from a topographic map and have
 LA1355.an estimated accuracy of +/- 6 seconds.
 LA1355
 LA1355.The orthometric height was determined by differential leveling
 LA1355.and adjusted by the National Geodetic Survey in June 1991..
 LA1355
 LA1355.The geoid height was determined by GEOID03.
 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     -   556,710.       86,960.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1355.See file dsdata.txt to determine how the superseded data were derived.
 LA1355
 LA1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK003575(NAD 83)
 LA1355_MARKER: DB = BENCH MARK DISK
 LA1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1355_STAMPING: A 195 1946
 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 = OCTOBER  6, 2006
 ME0517 ***********************************************************************
 ME0517  DESIGNATION -  A 196
 ME0517  PID         -  ME0517
 ME0517  STATE/COUNTY-  IN/STARKE
 ME0517  USGS QUAD   -  HAMLET (1977)
 ME0517
 ME0517                         *CURRENT SURVEY CONTROL
 ME0517  ___________________________________________________________________
 ME0517* NAD 83(1986)-  41 22 37.     (N)    086 32 38.     (W)     SCALED    
 ME0517* NAVD 88     -       213.948  (meters)     701.93   (feet)  ADJUSTED  
 ME0517  ___________________________________________________________________
 ME0517  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 ME0517  DYNAMIC HT  -         213.861 (meters)     701.64  (feet)  COMP
 ME0517  MODELED GRAV-     980,213.4   (mgal)                       NAVD 88
 ME0517
 ME0517  VERT ORDER  -  FIRST     CLASS I
 ME0517
 ME0517.The horizontal coordinates were scaled from a topographic map and have
 ME0517.an estimated accuracy of +/- 6 seconds.
 ME0517
 ME0517.The orthometric height was determined by differential leveling
 ME0517.and adjusted by the National Geodetic Survey in June 1991..
 ME0517
 ME0517.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0517
 ME0517  NGVD 29 (01/19/93)  214.051  (m)          702.27   (f) ADJUSTED    1 1
 ME0517
 ME0517.Superseded values are not recommended for survey control.
 ME0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0517.See file dsdata.txt to determine how the superseded data were derived.
 ME0517
 ME0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL381807(NAD 83)
 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 SUITABLE FOR
 ME0517+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0517
 ME0517  HISTORY     - Date     Condition        Report By
 ME0517  HISTORY     - 1946     MONUMENTED       CGS
 ME0517  HISTORY     - 1968     GOOD             NGS
 ME0517  HISTORY     - 1976     GOOD             LOCENG
 ME0517  HISTORY     - 19920907 GOOD             NGS
 ME0517  HISTORY     - 19990623 GOOD             USPSQD
 ME0517
 ME0517                          STATION DESCRIPTION
 ME0517
 ME0517'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0832 ***********************************************************************
 MD0832  DESIGNATION -  A 197
 MD0832  PID         -  MD0832
 MD0832  STATE/COUNTY-  IN/ALLEN
 MD0832  USGS QUAD   -  HUNTERTOWN (1981)
 MD0832
 MD0832                         *CURRENT SURVEY CONTROL
 MD0832  ___________________________________________________________________
 MD0832* NAD 83(1986)-  41 11 28.     (N)    085 12 34.     (W)     SCALED    
 MD0832* NAVD 88     -       255.167  (meters)     837.16   (feet)  ADJUSTED  
 MD0832  ___________________________________________________________________
 MD0832  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 MD0832  DYNAMIC HT  -         255.069 (meters)     836.84  (feet)  COMP
 MD0832  MODELED GRAV-     980,235.3   (mgal)                       NAVD 88
 MD0832
 MD0832  VERT ORDER  -  SECOND    CLASS 0
 MD0832
 MD0832.The horizontal coordinates were scaled from a topographic map and have
 MD0832.an estimated accuracy of +/- 6 seconds.
 MD0832
 MD0832.The orthometric height was determined by differential leveling
 MD0832.and adjusted by the National Geodetic Survey in June 1991..
 MD0832
 MD0832.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0832.See file dsdata.txt to determine how the superseded data were derived.
 MD0832
 MD0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL501615(NAD 83)
 MD0832_MARKER: DB = BENCH MARK DISK
 MD0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0832_STAMPING: A 197 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1969
 MD0832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0957 ***********************************************************************
 MD0957  DESIGNATION -  A 198
 MD0957  PID         -  MD0957
 MD0957  STATE/COUNTY-  IN/ALLEN
 MD0957  USGS QUAD   -  CEDARVILLE (1981)
 MD0957
 MD0957                         *CURRENT SURVEY CONTROL
 MD0957  ___________________________________________________________________
 MD0957* NAD 83(1986)-  41 13 37.     (N)    085 03 45.     (W)     SCALED    
 MD0957* NAVD 88     -       254.803  (meters)     835.97   (feet)  ADJUSTED  
 MD0957  ___________________________________________________________________
 MD0957  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 MD0957  DYNAMIC HT  -         254.700 (meters)     835.63  (feet)  COMP
 MD0957  MODELED GRAV-     980,213.9   (mgal)                       NAVD 88
 MD0957
 MD0957  VERT ORDER  -  SECOND    CLASS 0
 MD0957
 MD0957.The horizontal coordinates were scaled from a topographic map and have
 MD0957.an estimated accuracy of +/- 6 seconds.
 MD0957
 MD0957.The orthometric height was determined by differential leveling
 MD0957.and adjusted by the National Geodetic Survey in June 1991..
 MD0957
 MD0957.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0957.See file dsdata.txt to determine how the superseded data were derived.
 MD0957
 MD0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL623657(NAD 83)
 MD0957_MARKER: DB = BENCH MARK DISK
 MD0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0957_STAMPING: A 198 1946
 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             NGS
 MD0957
 MD0957                          STATION DESCRIPTION
 MD0957
 MD0957'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2336 ***********************************************************************
 JZ2336  DESIGNATION -  A 2 RESET 1936
 JZ2336  PID         -  JZ2336
 JZ2336  STATE/COUNTY-  IN/SHELBY
 JZ2336  USGS QUAD   -  SHELBYVILLE (1994)
 JZ2336
 JZ2336                         *CURRENT SURVEY CONTROL
 JZ2336  ___________________________________________________________________
 JZ2336* NAD 83(1986)-  39 31 16.     (N)    085 46 37.     (W)     SCALED    
 JZ2336* NAVD 88     -       232.772  (meters)     763.69   (feet)  ADJUSTED  
 JZ2336  ___________________________________________________________________
 JZ2336  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JZ2336  DYNAMIC HT  -         232.635 (meters)     763.24  (feet)  COMP
 JZ2336  MODELED GRAV-     980,032.9   (mgal)                       NAVD 88
 JZ2336
 JZ2336  VERT ORDER  -  FIRST     CLASS II
 JZ2336
 JZ2336.The horizontal coordinates were scaled from a topographic map and have
 JZ2336.an estimated accuracy of +/- 6 seconds.
 JZ2336
 JZ2336.The orthometric height was determined by differential leveling
 JZ2336.and adjusted by the National Geodetic Survey in June 1991..
 JZ2336
 JZ2336.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2336.See file dsdata.txt to determine how the superseded data were derived.
 JZ2336
 JZ2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ051753(NAD 83)
 JZ2336_MARKER: DB = BENCH MARK DISK
 JZ2336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2336_SP_SET: STEP
 JZ2336_STAMPING: A 2 RESET 1936
 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             NGS
 JZ2336  HISTORY     - 1977     MARK NOT FOUND   LOCSUR
 JZ2336
 JZ2336                          STATION DESCRIPTION
 JZ2336
 JZ2336'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0517 ***********************************************************************
 MD0517  DESIGNATION -  A 200
 MD0517  PID         -  MD0517
 MD0517  STATE/COUNTY-  IN/ALLEN
 MD0517  USGS QUAD   -  WOODBURN NORTH (1994)
 MD0517
 MD0517                         *CURRENT SURVEY CONTROL
 MD0517  ___________________________________________________________________
 MD0517* NAD 83(1986)-  41 13 11.     (N)    084 48 27.     (W)     SCALED    
 MD0517* NAVD 88     -       226.108  (meters)     741.82   (feet)  ADJUSTED  
 MD0517  ___________________________________________________________________
 MD0517  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 MD0517  DYNAMIC HT  -         226.018 (meters)     741.53  (feet)  COMP
 MD0517  MODELED GRAV-     980,217.1   (mgal)                       NAVD 88
 MD0517
 MD0517  VERT ORDER  -  SECOND    CLASS 0
 MD0517
 MD0517.The horizontal coordinates were scaled from a topographic map and have
 MD0517.an estimated accuracy of +/- 6 seconds.
 MD0517
 MD0517.The orthometric height was determined by differential leveling
 MD0517.and adjusted by the National Geodetic Survey in June 1991..
 MD0517
 MD0517.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0517.See file dsdata.txt to determine how the superseded data were derived.
 MD0517
 MD0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL837654(NAD 83)
 MD0517_MARKER: DB = BENCH MARK DISK
 MD0517_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0517_SP_SET: BRIDGE
 MD0517_STAMPING: A 200 1946
 MD0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0517
 MD0517  HISTORY     - Date     Condition        Report By
 MD0517  HISTORY     - 1946     MONUMENTED       CGS
 MD0517  HISTORY     - 1962     GOOD             NGS
 MD0517
 MD0517                          STATION DESCRIPTION
 MD0517
 MD0517'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0490 ***********************************************************************
 MD0490  DESIGNATION -  A 201
 MD0490  PID         -  MD0490
 MD0490  STATE/COUNTY-  IN/DE KALB
 MD0490  USGS QUAD   -  SAINT JOE (1994)
 MD0490
 MD0490                         *CURRENT SURVEY CONTROL
 MD0490  ___________________________________________________________________
 MD0490* NAD 83(1986)-  41 16 53.     (N)    084 54 54.     (W)     SCALED    
 MD0490* NAVD 88     -       243.869  (meters)     800.09   (feet)  ADJUSTED  
 MD0490  ___________________________________________________________________
 MD0490  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 MD0490  DYNAMIC HT  -         243.771 (meters)     799.77  (feet)  COMP
 MD0490  MODELED GRAV-     980,218.0   (mgal)                       NAVD 88
 MD0490
 MD0490  VERT ORDER  -  SECOND    CLASS 0
 MD0490
 MD0490.The horizontal coordinates were scaled from a topographic map and have
 MD0490.an estimated accuracy of +/- 6 seconds.
 MD0490
 MD0490.The orthometric height was determined by differential leveling
 MD0490.and adjusted by the National Geodetic Survey in June 1991..
 MD0490
 MD0490.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0490.See file dsdata.txt to determine how the superseded data were derived.
 MD0490
 MD0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL746720(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0490
 MD0490  HISTORY     - Date     Condition        Report By
 MD0490  HISTORY     - 1946     MONUMENTED       CGS
 MD0490  HISTORY     - 1962     GOOD             NGS
 MD0490
 MD0490                          STATION DESCRIPTION
 MD0490
 MD0490'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0775 ***********************************************************************
 MD0775  DESIGNATION -  A 202 RESET 1965
 MD0775  PID         -  MD0775
 MD0775  STATE/COUNTY-  IN/ALLEN
 MD0775  USGS QUAD   -  CEDARVILLE (1981)
 MD0775
 MD0775                         *CURRENT SURVEY CONTROL
 MD0775  ___________________________________________________________________
 MD0775* NAD 83(1986)-  41 08 07.     (N)    085 01 26.     (W)     SCALED    
 MD0775* NAVD 88     -       237.55   (meters)     779.4    (feet)  RESET     
 MD0775  ___________________________________________________________________
 MD0775  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 MD0775
 MD0775  VERT ORDER  -  THIRD
 MD0775
 MD0775.The horizontal coordinates were scaled from a topographic map and have
 MD0775.an estimated accuracy of +/- 6 seconds.
 MD0775
 MD0775.The orthometric height was computed from unverified reset data.
 MD0775.No vertical observational check was made to the station.
 MD0775
 MD0775.The geoid height was determined by GEOID03.
 MD0775
 MD0775;                    North         East    Units  Estimated Accuracy
 MD0775;SPC IN E     -   653,780.      153,970.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0775.See file dsdata.txt to determine how the superseded data were derived.
 MD0775
 MD0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL658556(NAD 83)
 MD0775_MARKER: DB = BENCH MARK DISK
 MD0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0775_STAMPING: A 202 1946 RESET 1965
 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 = OCTOBER  6, 2006
 LA1771 ***********************************************************************
 LA1771  DESIGNATION -  A 203
 LA1771  PID         -  LA1771
 LA1771  STATE/COUNTY-  IN/GRANT
 LA1771  USGS QUAD   -  VAN BUREN (1992)
 LA1771
 LA1771                         *CURRENT SURVEY CONTROL
 LA1771  ___________________________________________________________________
 LA1771* NAD 83(1986)-  40 34 00.     (N)    085 30 13.     (W)     SCALED    
 LA1771* NAVD 88     -       262.857  (meters)     862.39   (feet)  ADJUSTED  
 LA1771  ___________________________________________________________________
 LA1771  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 LA1771  DYNAMIC HT  -         262.724 (meters)     861.95  (feet)  COMP
 LA1771  MODELED GRAV-     980,109.7   (mgal)                       NAVD 88
 LA1771
 LA1771  VERT ORDER  -  SECOND    CLASS 0
 LA1771
 LA1771.The horizontal coordinates were scaled from a topographic map and have
 LA1771.an estimated accuracy of +/- 6 seconds.
 LA1771
 LA1771.The orthometric height was determined by differential leveling
 LA1771.and adjusted by the National Geodetic Survey in June 1991..
 LA1771
 LA1771.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1771.See file dsdata.txt to determine how the superseded data were derived.
 LA1771
 LA1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK266917(NAD 83)
 LA1771_MARKER: DB = BENCH MARK DISK
 LA1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1771_STAMPING: A 203 1946
 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 = OCTOBER  6, 2006
 LA1731 ***********************************************************************
 LA1731  DESIGNATION -  A 204
 LA1731  PID         -  LA1731
 LA1731  STATE/COUNTY-  IN/HUNTINGTON
 LA1731  USGS QUAD   -  MOUNT ETNA (1994)
 LA1731
 LA1731                         *CURRENT SURVEY CONTROL
 LA1731  ___________________________________________________________________
 LA1731* NAD 83(1986)-  40 39 27.     (N)    085 37 11.     (W)     SCALED    
 LA1731* NAVD 88     -       271.214  (meters)     889.81   (feet)  ADJUSTED  
 LA1731  ___________________________________________________________________
 LA1731  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 LA1731  DYNAMIC HT  -         271.080 (meters)     889.37  (feet)  COMP
 LA1731  MODELED GRAV-     980,122.0   (mgal)                       NAVD 88
 LA1731
 LA1731  VERT ORDER  -  SECOND    CLASS 0
 LA1731
 LA1731.The horizontal coordinates were scaled from a topographic map and have
 LA1731.an estimated accuracy of +/- 6 seconds.
 LA1731
 LA1731.The orthometric height was determined by differential leveling
 LA1731.and adjusted by the National Geodetic Survey in June 1991..
 LA1731
 LA1731.The geoid height was determined by GEOID03.
 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     -   600,530.      103,970.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1731.See file dsdata.txt to determine how the superseded data were derived.
 LA1731
 LA1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL166016(NAD 83)
 LA1731_MARKER: DB = BENCH MARK DISK
 LA1731_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1731_SP_SET: CULVERT
 LA1731_STAMPING: A 204 1946
 LA1731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1391 ***********************************************************************
 LA1391  DESIGNATION -  A 205
 LA1391  PID         -  LA1391
 LA1391  STATE/COUNTY-  IN/TIPTON
 LA1391  USGS QUAD   -  WINDFALL (1960)
 LA1391
 LA1391                         *CURRENT SURVEY CONTROL
 LA1391  ___________________________________________________________________
 LA1391* NAD 83(1986)-  40 20 02.     (N)    085 57 24.     (W)     SCALED    
 LA1391* NAVD 88     -       263.199  (meters)     863.51   (feet)  ADJUSTED  
 LA1391  ___________________________________________________________________
 LA1391  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 LA1391  DYNAMIC HT  -         263.060 (meters)     863.06  (feet)  COMP
 LA1391  MODELED GRAV-     980,089.1   (mgal)                       NAVD 88
 LA1391
 LA1391  VERT ORDER  -  SECOND    CLASS 0
 LA1391
 LA1391.The horizontal coordinates were scaled from a topographic map and have
 LA1391.an estimated accuracy of +/- 6 seconds.
 LA1391
 LA1391.The orthometric height was determined by differential leveling
 LA1391.and adjusted by the National Geodetic Survey in June 1991..
 LA1391
 LA1391.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1391.See file dsdata.txt to determine how the superseded data were derived.
 LA1391
 LA1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK886653(NAD 83)
 LA1391_MARKER: DB = BENCH MARK DISK
 LA1391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1391_SP_SET: CULVERT
 LA1391_STAMPING: A 205 1946
 LA1391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 MD0735 ***********************************************************************
 MD0735  DESIGNATION -  A 206
 MD0735  PID         -  MD0735
 MD0735  STATE/COUNTY-  IN/WHITLEY
 MD0735  USGS QUAD   -  LAUD (1961)
 MD0735
 MD0735                         *CURRENT SURVEY CONTROL
 MD0735  ___________________________________________________________________
 MD0735* NAD 83(1986)-  41 02 53.     (N)    085 28 14.     (W)     SCALED    
 MD0735* NAVD 88     -       257.024  (meters)     843.25   (feet)  ADJUSTED  
 MD0735  ___________________________________________________________________
 MD0735  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 MD0735  DYNAMIC HT  -         256.915 (meters)     842.90  (feet)  COMP
 MD0735  MODELED GRAV-     980,193.6   (mgal)                       NAVD 88
 MD0735
 MD0735  VERT ORDER  -  SECOND    CLASS 0
 MD0735
 MD0735.The horizontal coordinates were scaled from a topographic map and have
 MD0735.an estimated accuracy of +/- 6 seconds.
 MD0735
 MD0735.The orthometric height was determined by differential leveling
 MD0735.and adjusted by the National Geodetic Survey in June 1991..
 MD0735
 MD0735.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0735.See file dsdata.txt to determine how the superseded data were derived.
 MD0735
 MD0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL285452(NAD 83)
 MD0735_MARKER: DB = BENCH MARK DISK
 MD0735_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0735_SP_SET: CULVERT
 MD0735_STAMPING: A 206 1946
 MD0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0735
 MD0735  HISTORY     - Date     Condition        Report By
 MD0735  HISTORY     - 1946     MONUMENTED       CGS
 MD0735  HISTORY     - 1961     GOOD             NGS
 MD0735  HISTORY     - 1966     GOOD             NGS
 MD0735
 MD0735                          STATION DESCRIPTION
 MD0735
 MD0735'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1966
 MD0735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0510 ***********************************************************************
 LB0510  DESIGNATION -  A 207
 LB0510  PID         -  LB0510
 LB0510  STATE/COUNTY-  IN/TIPTON
 LB0510  USGS QUAD   -  TIPTON (1980)
 LB0510
 LB0510                         *CURRENT SURVEY CONTROL
 LB0510  ___________________________________________________________________
 LB0510* NAD 83(1986)-  40 16 54.     (N)    086 02 27.     (W)     SCALED    
 LB0510* NAVD 88     -       266.109  (meters)     873.06   (feet)  ADJUSTED  
 LB0510  ___________________________________________________________________
 LB0510  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 LB0510  DYNAMIC HT  -         265.966 (meters)     872.59  (feet)  COMP
 LB0510  MODELED GRAV-     980,080.7   (mgal)                       NAVD 88
 LB0510
 LB0510  VERT ORDER  -  SECOND    CLASS 0
 LB0510
 LB0510.The horizontal coordinates were scaled from a topographic map and have
 LB0510.an estimated accuracy of +/- 6 seconds.
 LB0510
 LB0510.The orthometric height was determined by differential leveling
 LB0510.and adjusted by the National Geodetic Survey in June 1991..
 LB0510
 LB0510.The geoid height was determined by GEOID03.
 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     -   558,860.       68,180.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0510.See file dsdata.txt to determine how the superseded data were derived.
 LB0510
 LB0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK815594(NAD 83)
 LB0510_MARKER: DB = BENCH MARK DISK
 LB0510_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0510_SP_SET: BUILDING
 LB0510_STAMPING: A 207 1946
 LB0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0510
 LB0510  HISTORY     - Date     Condition        Report By
 LB0510  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0458 ***********************************************************************
 LB0458  DESIGNATION -  A 208
 LB0458  PID         -  LB0458
 LB0458  STATE/COUNTY-  IN/TIPTON
 LB0458  USGS QUAD   -  KEMPTON (1980)
 LB0458
 LB0458                         *CURRENT SURVEY CONTROL
 LB0458  ___________________________________________________________________
 LB0458* NAD 83(1986)-  40 22 25.     (N)    086 14 09.     (W)     SCALED    
 LB0458* NAVD 88     -       272.644  (meters)     894.50   (feet)  ADJUSTED  
 LB0458  ___________________________________________________________________
 LB0458  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LB0458  DYNAMIC HT  -         272.499 (meters)     894.02  (feet)  COMP
 LB0458  MODELED GRAV-     980,085.2   (mgal)                       NAVD 88
 LB0458
 LB0458  VERT ORDER  -  SECOND    CLASS 0
 LB0458
 LB0458.The horizontal coordinates were scaled from a topographic map and have
 LB0458.an estimated accuracy of +/- 6 seconds.
 LB0458
 LB0458.The orthometric height was determined by differential leveling
 LB0458.and adjusted by the National Geodetic Survey in June 1991..
 LB0458
 LB0458.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0458.See file dsdata.txt to determine how the superseded data were derived.
 LB0458
 LB0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK648695(NAD 83)
 LB0458_MARKER: DB = BENCH MARK DISK
 LB0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0458_STAMPING: A 208 1946
 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 = OCTOBER  6, 2006
 LA1571 ***********************************************************************
 LA1571  DESIGNATION -  A 209
 LA1571  PID         -  LA1571
 LA1571  STATE/COUNTY-  IN/MADISON
 LA1571  USGS QUAD   -  ELWOOD (1994)
 LA1571
 LA1571                         *CURRENT SURVEY CONTROL
 LA1571  ___________________________________________________________________
 LA1571* NAD 83(1986)-  40 21 49.     (N)    085 49 26.     (W)     SCALED    
 LA1571* NAVD 88     -       264.432  (meters)     867.56   (feet)  ADJUSTED  
 LA1571  ___________________________________________________________________
 LA1571  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 LA1571  DYNAMIC HT  -         264.294 (meters)     867.10  (feet)  COMP
 LA1571  MODELED GRAV-     980,095.7   (mgal)                       NAVD 88
 LA1571
 LA1571  VERT ORDER  -  SECOND    CLASS 0
 LA1571
 LA1571.The horizontal coordinates were scaled from a topographic map and have
 LA1571.an estimated accuracy of +/- 6 seconds.
 LA1571
 LA1571.The orthometric height was determined by differential leveling
 LA1571.and adjusted by the National Geodetic Survey in June 1991..
 LA1571
 LA1571.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1571.See file dsdata.txt to determine how the superseded data were derived.
 LA1571
 LA1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK998687(NAD 83)
 LA1571_MARKER: DB = BENCH MARK DISK
 LA1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1571_STAMPING: A 209 1946
 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 = OCTOBER  6, 2006
 MD1077 ***********************************************************************
 MD1077  DESIGNATION -  A 21
 MD1077  PID         -  MD1077
 MD1077  STATE/COUNTY-  IN/NOBLE
 MD1077  USGS QUAD   -  LIGONIER (1979)
 MD1077
 MD1077                         *CURRENT SURVEY CONTROL
 MD1077  ___________________________________________________________________
 MD1077* NAD 83(1986)-  41 27 39.     (N)    085 30 38.     (W)     SCALED    
 MD1077* NAVD 88     -       271.900  (meters)     892.06   (feet)  ADJUSTED  
 MD1077  ___________________________________________________________________
 MD1077  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 MD1077  DYNAMIC HT  -         271.787 (meters)     891.69  (feet)  COMP
 MD1077  MODELED GRAV-     980,201.3   (mgal)                       NAVD 88
 MD1077
 MD1077  VERT ORDER  -  SECOND    CLASS 0
 MD1077
 MD1077.The horizontal coordinates were scaled from a topographic map and have
 MD1077.an estimated accuracy of +/- 6 seconds.
 MD1077
 MD1077.The orthometric height was determined by differential leveling
 MD1077.and adjusted by the National Geodetic Survey in June 1991..
 MD1077
 MD1077.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1077.See file dsdata.txt to determine how the superseded data were derived.
 MD1077
 MD1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL243909(NAD 83)
 MD1077_MARKER: DB = BENCH MARK DISK
 MD1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1077_STAMPING: A 21 1934
 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             NGS
 MD1077
 MD1077                          STATION DESCRIPTION
 MD1077
 MD1077'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0545 ***********************************************************************
 LB0545  DESIGNATION -  A 210
 LB0545  PID         -  LB0545
 LB0545  STATE/COUNTY-  IN/CLINTON
 LB0545  USGS QUAD   -  KIRKLIN (1977)
 LB0545
 LB0545                         *CURRENT SURVEY CONTROL
 LB0545  ___________________________________________________________________
 LB0545* NAD 83(1986)-  40 13 13.     (N)    086 22 25.     (W)     SCALED    
 LB0545* NAVD 88     -       275.545  (meters)     904.02   (feet)  ADJUSTED  
 LB0545  ___________________________________________________________________
 LB0545  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 LB0545  DYNAMIC HT  -         275.395 (meters)     903.53  (feet)  COMP
 LB0545  MODELED GRAV-     980,074.8   (mgal)                       NAVD 88
 LB0545
 LB0545  VERT ORDER  -  SECOND    CLASS 0
 LB0545
 LB0545.The horizontal coordinates were scaled from a topographic map and have
 LB0545.an estimated accuracy of +/- 6 seconds.
 LB0545
 LB0545.The orthometric height was determined by differential leveling
 LB0545.and adjusted by the National Geodetic Survey in June 1991..
 LB0545
 LB0545.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0545.See file dsdata.txt to determine how the superseded data were derived.
 LB0545
 LB0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK532523(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0129 ***********************************************************************
 LB0129  DESIGNATION -  A 211
 LB0129  PID         -  LB0129
 LB0129  STATE/COUNTY-  IN/HOWARD
 LB0129  USGS QUAD   -  MIAMI (1994)
 LB0129
 LB0129                         *CURRENT SURVEY CONTROL
 LB0129  ___________________________________________________________________
 LB0129* NAD 83(1986)-  40 31 41.     (N)    086 04 09.     (W)     SCALED    
 LB0129* NAVD 88     -       253.625  (meters)     832.10   (feet)  ADJUSTED  
 LB0129  ___________________________________________________________________
 LB0129  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LB0129  DYNAMIC HT  -         253.495 (meters)     831.67  (feet)  COMP
 LB0129  MODELED GRAV-     980,108.0   (mgal)                       NAVD 88
 LB0129
 LB0129  VERT ORDER  -  SECOND    CLASS 0
 LB0129
 LB0129.The horizontal coordinates were scaled from a topographic map and have
 LB0129.an estimated accuracy of +/- 6 seconds.
 LB0129
 LB0129.The orthometric height was determined by differential leveling
 LB0129.and adjusted by the National Geodetic Survey in June 1991..
 LB0129
 LB0129.The geoid height was determined by GEOID03.
 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     -   586,230.       65,900.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0129.See file dsdata.txt to determine how the superseded data were derived.
 LB0129
 LB0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK788867(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0129
 LB0129  HISTORY     - Date     Condition        Report By
 LB0129  HISTORY     - 1946     MONUMENTED       CGS
 LB0129  HISTORY     - 1964     GOOD             NGS
 LB0129  HISTORY     - 1975     GOOD             NGS
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0553 ***********************************************************************
 LB0553  DESIGNATION -  A 212
 LB0553  PID         -  LB0553
 LB0553  STATE/COUNTY-  IN/HAMILTON
 LB0553  USGS QUAD   -  SHERIDAN (1992)
 LB0553
 LB0553                         *CURRENT SURVEY CONTROL
 LB0553  ___________________________________________________________________
 LB0553* NAD 83(1986)-  40 07 51.     (N)    086 08 48.     (W)     SCALED    
 LB0553* NAVD 88     -       279.706  (meters)     917.67   (feet)  ADJUSTED  
 LB0553  ___________________________________________________________________
 LB0553  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 LB0553  DYNAMIC HT  -         279.551 (meters)     917.16  (feet)  COMP
 LB0553  MODELED GRAV-     980,064.2   (mgal)                       NAVD 88
 LB0553
 LB0553  VERT ORDER  -  SECOND    CLASS 0
 LB0553
 LB0553.The horizontal coordinates were scaled from a topographic map and have
 LB0553.an estimated accuracy of +/- 6 seconds.
 LB0553
 LB0553.The orthometric height was determined by differential leveling
 LB0553.and adjusted by the National Geodetic Survey in June 1991..
 LB0553
 LB0553.The geoid height was determined by GEOID03.
 LB0553
 LB0553.The dynamic height is computed by dividing the NAVD 88
 LB0553.geopotential number by the normal gravity value computed on the
 LB0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0553.degrees latitude (g = 980.6199 gals.).
 LB0553
 LB0553.The modeled gravity was interpolated from observed gravity values.
 LB0553
 LB0553;                    North         East    Units  Estimated Accuracy
 LB0553;SPC IN E     -   542,160.       59,090.      MT  (+/- 180 meters Scaled)
 LB0553
 LB0553                          SUPERSEDED SURVEY CONTROL
 LB0553
 LB0553  NGVD 29 (??/??/92)  279.818  (m)          918.04   (f) ADJ UNCH    2 0
 LB0553
 LB0553.Superseded values are not recommended for survey control.
 LB0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0553.See file dsdata.txt to determine how the superseded data were derived.
 LB0553
 LB0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK727426(NAD 83)
 LB0553_MARKER: DB = BENCH MARK DISK
 LB0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0553_STAMPING: A 212 1946
 LB0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0553+STABILITY: SURFACE MOTION
 LB0553
 LB0553  HISTORY     - Date     Condition        Report By
 LB0553  HISTORY     - 1946     MONUMENTED       CGS
 LB0553  HISTORY     - 1961     GOOD             NGS
 LB0553
 LB0553                          STATION DESCRIPTION
 LB0553
 LB0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0553'0.4 MI W FROM BAKERS CORNER.
 LB0553'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 47 FROM THE METHODIST
 LB0553'CHURCH AT BAKERS CORNER, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 LB0553'SOUTH, 165 FEET EAST OF THE SOUTH END OF A 2 FOOT CONCRETE BOX
 LB0553'CULVERT UNDER THE HIGHWAY, 39 FEET EAST OF THE CENTER LINE OF THE
 LB0553'ROAD SOUTH, 20 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LB0553'9 FEET EAST OF POWER POLE 66/604 AND IN LINE WITH THE ROW OF
 LB0553'POLES, 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, ABOUT 0.5
 LB0553'FOOT BELOW THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LB0553'PROJECTING 6 INCHES.
 LB0553
 LB0553                          STATION RECOVERY (1961)
 LB0553
 LB0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LB0553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1833 ***********************************************************************
 LA1833  DESIGNATION -  A 213
 LA1833  PID         -  LA1833
 LA1833  STATE/COUNTY-  IN/HUNTINGTON
 LA1833  USGS QUAD   -  MOUNT ETNA (1994)
 LA1833
 LA1833                         *CURRENT SURVEY CONTROL
 LA1833  ___________________________________________________________________
 LA1833* NAD 83(1986)-  40 44 17.     (N)    085 31 34.     (W)     SCALED    
 LA1833* NAVD 88     -       246.176  (meters)     807.66   (feet)  ADJUSTED  
 LA1833  ___________________________________________________________________
 LA1833  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 LA1833  DYNAMIC HT  -         246.056 (meters)     807.27  (feet)  COMP
 LA1833  MODELED GRAV-     980,130.5   (mgal)                       NAVD 88
 LA1833
 LA1833  VERT ORDER  -  SECOND    CLASS 0
 LA1833
 LA1833.The horizontal coordinates were scaled from a topographic map and have
 LA1833.an estimated accuracy of +/- 6 seconds.
 LA1833
 LA1833.The orthometric height was determined by differential leveling
 LA1833.and adjusted by the National Geodetic Survey in June 1991..
 LA1833
 LA1833.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1833.See file dsdata.txt to determine how the superseded data were derived.
 LA1833
 LA1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL244107(NAD 83)
 LA1833_MARKER: DB = BENCH MARK DISK
 LA1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1833_STAMPING: A 213 1947
 LA1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1833+STABILITY: SURFACE MOTION
 LA1833
 LA1833  HISTORY     - Date     Condition        Report By
 LA1833  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0949 ***********************************************************************
 LA0949  DESIGNATION -  A 215
 LA0949  PID         -  LA0949
 LA0949  STATE/COUNTY-  IN/GRANT
 LA0949  USGS QUAD   -  ROLL (1994)
 LA0949
 LA0949                         *CURRENT SURVEY CONTROL
 LA0949  ___________________________________________________________________
 LA0949* NAD 83(1986)-  40 33 07.     (N)    085 29 02.     (W)     SCALED    
 LA0949* NAVD 88     -       263.920  (meters)     865.88   (feet)  ADJUSTED  
 LA0949  ___________________________________________________________________
 LA0949  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 LA0949  DYNAMIC HT  -         263.786 (meters)     865.44  (feet)  COMP
 LA0949  MODELED GRAV-     980,108.0   (mgal)                       NAVD 88
 LA0949
 LA0949  VERT ORDER  -  SECOND    CLASS 0
 LA0949
 LA0949.The horizontal coordinates were scaled from a topographic map and have
 LA0949.an estimated accuracy of +/- 6 seconds.
 LA0949
 LA0949.The orthometric height was determined by differential leveling
 LA0949.and adjusted by the National Geodetic Survey in June 1991..
 LA0949
 LA0949.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0949.See file dsdata.txt to determine how the superseded data were derived.
 LA0949
 LA0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK283901(NAD 83)
 LA0949_MARKER: DB = BENCH MARK DISK
 LA0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0949_STAMPING: A 215 1947
 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 = OCTOBER  6, 2006
 LA0966 ***********************************************************************
 LA0966  DESIGNATION -  A 216
 LA0966  PID         -  LA0966
 LA0966  STATE/COUNTY-  IN/HUNTINGTON
 LA0966  USGS QUAD   -  WARREN (1994)
 LA0966
 LA0966                         *CURRENT SURVEY CONTROL
 LA0966  ___________________________________________________________________
 LA0966* NAD 83(1986)-  40 41 01.     (N)    085 25 35.     (W)     SCALED    
 LA0966* NAVD 88     -       252.222  (meters)     827.50   (feet)  ADJUSTED  
 LA0966  ___________________________________________________________________
 LA0966  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 LA0966  DYNAMIC HT  -         252.097 (meters)     827.09  (feet)  COMP
 LA0966  MODELED GRAV-     980,123.1   (mgal)                       NAVD 88
 LA0966
 LA0966  VERT ORDER  -  SECOND    CLASS 0
 LA0966
 LA0966.The horizontal coordinates were scaled from a topographic map and have
 LA0966.an estimated accuracy of +/- 6 seconds.
 LA0966
 LA0966.The orthometric height was determined by differential leveling
 LA0966.and adjusted by the National Geodetic Survey in June 1991..
 LA0966
 LA0966.The geoid height was determined by GEOID03.
 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     -   603,450.      120,310.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0966.See file dsdata.txt to determine how the superseded data were derived.
 LA0966
 LA0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL329048(NAD 83)
 LA0966_MARKER: DB = BENCH MARK DISK
 LA0966_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0966_SP_SET: FOUNDATION
 LA0966_STAMPING: A 216 1947
 LA0966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0966
 LA0966  HISTORY     - Date     Condition        Report By
 LA0966  HISTORY     - 1947     MONUMENTED       CGS
 LA0966  HISTORY     - 1962     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1962
 LA0966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1496 ***********************************************************************
 LA1496  DESIGNATION -  A 217
 LA1496  PID         -  LA1496
 LA1496  STATE/COUNTY-  IN/GRANT
 LA1496  USGS QUAD   -  GAS CITY (1994)
 LA1496
 LA1496                         *CURRENT SURVEY CONTROL
 LA1496  ___________________________________________________________________
 LA1496* NAD 83(1986)-  40 23 37.     (N)    085 37 00.     (W)     SCALED    
 LA1496* NAVD 88     -       268.478  (meters)     880.83   (feet)  ADJUSTED  
 LA1496  ___________________________________________________________________
 LA1496  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 LA1496  DYNAMIC HT  -         268.339 (meters)     880.38  (feet)  COMP
 LA1496  MODELED GRAV-     980,104.0   (mgal)                       NAVD 88
 LA1496
 LA1496  VERT ORDER  -  SECOND    CLASS 0
 LA1496
 LA1496.The horizontal coordinates were scaled from a topographic map and have
 LA1496.an estimated accuracy of +/- 6 seconds.
 LA1496
 LA1496.The orthometric height was determined by differential leveling
 LA1496.and adjusted by the National Geodetic Survey in June 1991..
 LA1496
 LA1496.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1496.See file dsdata.txt to determine how the superseded data were derived.
 LA1496
 LA1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK174723(NAD 83)
 LA1496_MARKER: DB = BENCH MARK DISK
 LA1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1496_STAMPING: A 217 1947
 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 = OCTOBER  6, 2006
 LA1555 ***********************************************************************
 LA1555  DESIGNATION -  A 218
 LA1555  PID         -  LA1555
 LA1555  STATE/COUNTY-  IN/DELAWARE
 LA1555  USGS QUAD   -  GASTON (1994)
 LA1555
 LA1555                         *CURRENT SURVEY CONTROL
 LA1555  ___________________________________________________________________
 LA1555* NAD 83(1986)-  40 16 36.     (N)    085 32 05.     (W)     SCALED    
 LA1555* NAVD 88     -       273.536  (meters)     897.43   (feet)  ADJUSTED  
 LA1555  ___________________________________________________________________
 LA1555  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LA1555  DYNAMIC HT  -         273.394 (meters)     896.96  (feet)  COMP
 LA1555  MODELED GRAV-     980,097.1   (mgal)                       NAVD 88
 LA1555
 LA1555  VERT ORDER  -  SECOND    CLASS 0
 LA1555
 LA1555.The horizontal coordinates were scaled from a topographic map and have
 LA1555.an estimated accuracy of +/- 6 seconds.
 LA1555
 LA1555.The orthometric height was determined by differential leveling
 LA1555.and adjusted by the National Geodetic Survey in June 1991..
 LA1555
 LA1555.The geoid height was determined by GEOID03.
 LA1555
 LA1555.The dynamic height is computed by dividing the NAVD 88
 LA1555.geopotential number by the normal gravity value computed on the
 LA1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1555.degrees latitude (g = 980.6199 gals.).
 LA1555
 LA1555.The modeled gravity was interpolated from observed gravity values.
 LA1555
 LA1555;                    North         East    Units  Estimated Accuracy
 LA1555;SPC IN E     -   558,250.      111,220.      MT  (+/- 180 meters Scaled)
 LA1555
 LA1555                          SUPERSEDED SURVEY CONTROL
 LA1555
 LA1555  NGVD 29 (??/??/92)  273.677  (m)          897.89   (f) ADJ UNCH    2 0
 LA1555
 LA1555.Superseded values are not recommended for survey control.
 LA1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1555.See file dsdata.txt to determine how the superseded data were derived.
 LA1555
 LA1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK245594(NAD 83)
 LA1555_MARKER: DB = BENCH MARK DISK
 LA1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1555_STAMPING: A 218 1947
 LA1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1555+STABILITY: SURFACE MOTION
 LA1555
 LA1555  HISTORY     - Date     Condition        Report By
 LA1555  HISTORY     - 1947     MONUMENTED       CGS
 LA1555
 LA1555                          STATION DESCRIPTION
 LA1555
 LA1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1555'7.1 MI E FROM ALEXANDRIA.
 LA1555'ABOUT 7.1 MILES EAST ALONG STATE HIGHWAY 28 FROM ITS INTERSECTION
 LA1555'WITH STATE HIGHWAY 9 AT ALEXANDRIA, AT THE INTERSECTION OF A
 LA1555'GRAVEL CROSS ROAD, 45 FEET WEST OF THE CENTER LINE OF THE CROSS
 LA1555'ROAD, 29 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 92 FEET
 LA1555'WEST AND ACROSS THE CROSS ROAD FROM THE WEST PUMP OF A GAS
 LA1555'STATION, 9 FEET WEST OF A FENCE CORNER, 1.5 FEET NORTH OF THE
 LA1555'FENCE LINE, 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST, 2 FEET
 LA1555'ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LA1555'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1507 ***********************************************************************
 LA1507  DESIGNATION -  A 219
 LA1507  PID         -  LA1507
 LA1507  STATE/COUNTY-  IN/MADISON
 LA1507  USGS QUAD   -  GILMAN (1994)
 LA1507
 LA1507                         *CURRENT SURVEY CONTROL
 LA1507  ___________________________________________________________________
 LA1507* NAD 83(1986)-  40 11 37.     (N)    085 36 48.     (W)     SCALED    
 LA1507* NAVD 88     -       269.539  (meters)     884.31   (feet)  ADJUSTED  
 LA1507  ___________________________________________________________________
 LA1507  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LA1507  DYNAMIC HT  -         269.396 (meters)     883.84  (feet)  COMP
 LA1507  MODELED GRAV-     980,089.9   (mgal)                       NAVD 88
 LA1507
 LA1507  VERT ORDER  -  SECOND    CLASS 0
 LA1507
 LA1507.The horizontal coordinates were scaled from a topographic map and have
 LA1507.an estimated accuracy of +/- 6 seconds.
 LA1507
 LA1507.The orthometric height was determined by differential leveling
 LA1507.and adjusted by the National Geodetic Survey in June 1991..
 LA1507
 LA1507.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1507.See file dsdata.txt to determine how the superseded data were derived.
 LA1507
 LA1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK180501(NAD 83)
 LA1507_MARKER: DB = BENCH MARK DISK
 LA1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1507_STAMPING: A 219 1947
 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 = OCTOBER  6, 2006
 MD0592 ***********************************************************************
 MD0592  DESIGNATION -  A 22
 MD0592  PID         -  MD0592
 MD0592  STATE/COUNTY-  IN/STEUBEN
 MD0592  USGS QUAD   -  ANGOLA EAST (1993)
 MD0592
 MD0592                         *CURRENT SURVEY CONTROL
 MD0592  ___________________________________________________________________
 MD0592* NAD 83(1986)-  41 40 20.     (N)    084 58 52.     (W)     SCALED    
 MD0592* NAVD 88     -       315.785  (meters)    1036.04   (feet)  ADJUSTED  
 MD0592  ___________________________________________________________________
 MD0592  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 MD0592  DYNAMIC HT  -         315.666 (meters)    1035.65  (feet)  COMP
 MD0592  MODELED GRAV-     980,236.3   (mgal)                       NAVD 88
 MD0592
 MD0592  VERT ORDER  -  SECOND    CLASS 0
 MD0592
 MD0592.The horizontal coordinates were scaled from a topographic map and have
 MD0592.an estimated accuracy of +/- 6 seconds.
 MD0592
 MD0592.The orthometric height was determined by differential leveling
 MD0592.and adjusted by the National Geodetic Survey in June 1991..
 MD0592
 MD0592.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0592.See file dsdata.txt to determine how the superseded data were derived.
 MD0592
 MD0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM680153(NAD 83)
 MD0592_MARKER: DB = BENCH MARK DISK
 MD0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0592_STAMPING: A 22 1934
 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             NGS
 MD0592  HISTORY     - 1965     GOOD             NGS
 MD0592
 MD0592                          STATION DESCRIPTION
 MD0592
 MD0592'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1965
 MD0592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1210 ***********************************************************************
 LA1210  DESIGNATION -  A 220
 LA1210  PID         -  LA1210
 LA1210  STATE/COUNTY-  IN/DELAWARE
 LA1210  USGS QUAD   -  WHEELING (1994)
 LA1210
 LA1210                         *CURRENT SURVEY CONTROL
 LA1210  ___________________________________________________________________
 LA1210* NAD 83(1986)-  40 18 21.     (N)    085 24 17.     (W)     SCALED    
 LA1210* NAVD 88     -       276.068  (meters)     905.73   (feet)  ADJUSTED  
 LA1210  ___________________________________________________________________
 LA1210  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 LA1210  DYNAMIC HT  -         275.925 (meters)     905.26  (feet)  COMP
 LA1210  MODELED GRAV-     980,098.8   (mgal)                       NAVD 88
 LA1210
 LA1210  VERT ORDER  -  SECOND    CLASS 0
 LA1210
 LA1210.The horizontal coordinates were scaled from a topographic map and have
 LA1210.an estimated accuracy of +/- 6 seconds.
 LA1210
 LA1210.The orthometric height was determined by differential leveling
 LA1210.and adjusted by the National Geodetic Survey in June 1991..
 LA1210
 LA1210.The geoid height was determined by GEOID03.
 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     -   561,510.      122,270.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1210.See file dsdata.txt to determine how the superseded data were derived.
 LA1210
 LA1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK355629(NAD 83)
 LA1210_MARKER: DB = BENCH MARK DISK
 LA1210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1210_SP_SET: CULVERT
 LA1210_STAMPING: A 220 1947
 LA1210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1210
 LA1210  HISTORY     - Date     Condition        Report By
 LA1210  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0659 ***********************************************************************
 LA0659  DESIGNATION -  A 221
 LA0659  PID         -  LA0659
 LA0659  STATE/COUNTY-  IN/ADAMS
 LA0659  USGS QUAD   -  HOAGLAND (1994)
 LA0659
 LA0659                         *CURRENT SURVEY CONTROL
 LA0659  ___________________________________________________________________
 LA0659* NAD 83(1986)-  40 53 32.     (N)    084 58 35.     (W)     SCALED    
 LA0659* NAVD 88     -       246.006  (meters)     807.10   (feet)  ADJUSTED  
 LA0659  ___________________________________________________________________
 LA0659  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LA0659  DYNAMIC HT  -         245.899 (meters)     806.75  (feet)  COMP
 LA0659  MODELED GRAV-     980,185.9   (mgal)                       NAVD 88
 LA0659
 LA0659  VERT ORDER  -  SECOND    CLASS 0
 LA0659
 LA0659.The horizontal coordinates were scaled from a topographic map and have
 LA0659.an estimated accuracy of +/- 6 seconds.
 LA0659
 LA0659.The orthometric height was determined by differential leveling
 LA0659.and adjusted by the National Geodetic Survey in June 1991..
 LA0659
 LA0659.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0659.See file dsdata.txt to determine how the superseded data were derived.
 LA0659
 LA0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL704287(NAD 83)
 LA0659_MARKER: DB = BENCH MARK DISK
 LA0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0659_STAMPING: A 221 1947
 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             NGS
 LA0659
 LA0659                          STATION DESCRIPTION
 LA0659
 LA0659'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0856 ***********************************************************************
 LA0856  DESIGNATION -  A 222
 LA0856  PID         -  LA0856
 LA0856  STATE/COUNTY-  IN/ALLEN
 LA0856  USGS QUAD   -  POE (1994)
 LA0856
 LA0856                         *CURRENT SURVEY CONTROL
 LA0856  ___________________________________________________________________
 LA0856* NAD 83(1986)-  40 56 49.     (N)    085 03 20.     (W)     SCALED    
 LA0856* NAVD 88     -       239.525  (meters)     785.84   (feet)  ADJUSTED  
 LA0856  ___________________________________________________________________
 LA0856  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 LA0856  DYNAMIC HT  -         239.423 (meters)     785.51  (feet)  COMP
 LA0856  MODELED GRAV-     980,191.9   (mgal)                       NAVD 88
 LA0856
 LA0856  VERT ORDER  -  SECOND    CLASS 0
 LA0856
 LA0856.The horizontal coordinates were scaled from a topographic map and have
 LA0856.an estimated accuracy of +/- 6 seconds.
 LA0856
 LA0856.The orthometric height was determined by differential leveling
 LA0856.and adjusted by the National Geodetic Survey in June 1991..
 LA0856
 LA0856.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0856.See file dsdata.txt to determine how the superseded data were derived.
 LA0856
 LA0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL636346(NAD 83)
 LA0856_MARKER: DB = BENCH MARK DISK
 LA0856_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0856_SP_SET: CULVERT
 LA0856_STAMPING: A 222 1947
 LA0856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA0857 ***********************************************************************
 LA0857  DESIGNATION -  A 222 RESET 1955
 LA0857  PID         -  LA0857
 LA0857  STATE/COUNTY-  IN/ALLEN
 LA0857  USGS QUAD   -  POE (1994)
 LA0857
 LA0857                         *CURRENT SURVEY CONTROL
 LA0857  ___________________________________________________________________
 LA0857* NAD 83(1986)-  40 56 49.     (N)    085 03 20.     (W)     SCALED    
 LA0857* NAVD 88     -       239.47   (meters)     785.7    (feet)  RESET     
 LA0857  ___________________________________________________________________
 LA0857  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 LA0857
 LA0857  VERT ORDER  -  THIRD
 LA0857
 LA0857.The horizontal coordinates were scaled from a topographic map and have
 LA0857.an estimated accuracy of +/- 6 seconds.
 LA0857
 LA0857.The orthometric height was computed from unverified reset data.
 LA0857
 LA0857.The geoid height was determined by GEOID03.
 LA0857
 LA0857;                    North         East    Units  Estimated Accuracy
 LA0857;SPC IN E     -   632,850.      151,460.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0857.See file dsdata.txt to determine how the superseded data were derived.
 LA0857
 LA0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL636346(NAD 83)
 LA0857_MARKER: DB = BENCH MARK DISK
 LA0857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0857_SP_SET: CULVERT
 LA0857_STAMPING: A-222-RESET
 LA0857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0857
 LA0857  HISTORY     - Date     Condition        Report By
 LA0857  HISTORY     - 1955     MONUMENTED       CGS
 LA0857  HISTORY     - 1968     GOOD             NGS
 LA0857
 LA0857                          STATION DESCRIPTION
 LA0857
 LA0857'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0556 ***********************************************************************
 MD0556  DESIGNATION -  A 223
 MD0556  PID         -  MD0556
 MD0556  STATE/COUNTY-  IN/ALLEN
 MD0556  USGS QUAD   -  MAPLES (1992)
 MD0556
 MD0556                         *CURRENT SURVEY CONTROL
 MD0556  ___________________________________________________________________
 MD0556* NAD 83(1986)-  41 00 23.     (N)    084 57 07.     (W)     SCALED    
 MD0556* NAVD 88     -       242.430  (meters)     795.37   (feet)  ADJUSTED  
 MD0556  ___________________________________________________________________
 MD0556  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 MD0556  DYNAMIC HT  -         242.329 (meters)     795.04  (feet)  COMP
 MD0556  MODELED GRAV-     980,203.6   (mgal)                       NAVD 88
 MD0556
 MD0556  VERT ORDER  -  SECOND    CLASS 0
 MD0556
 MD0556.The horizontal coordinates were scaled from a topographic map and have
 MD0556.an estimated accuracy of +/- 6 seconds.
 MD0556
 MD0556.The orthometric height was determined by differential leveling
 MD0556.and adjusted by the National Geodetic Survey in June 1991..
 MD0556
 MD0556.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0556.See file dsdata.txt to determine how the superseded data were derived.
 MD0556
 MD0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL722414(NAD 83)
 MD0556_MARKER: DB = BENCH MARK DISK
 MD0556_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0556_SP_SET: ABUTMENT
 MD0556_STAMPING: A 223 1947
 MD0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0556
 MD0556  HISTORY     - Date     Condition        Report By
 MD0556  HISTORY     - 1947     MONUMENTED       CGS
 MD0556  HISTORY     - 1962     GOOD             NGS
 MD0556
 MD0556                          STATION DESCRIPTION
 MD0556
 MD0556'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0814 ***********************************************************************
 LA0814  DESIGNATION -  A 225
 LA0814  PID         -  LA0814
 LA0814  STATE/COUNTY-  IN/WELLS
 LA0814  USGS QUAD   -  BLUFFTON (1988)
 LA0814
 LA0814                         *CURRENT SURVEY CONTROL
 LA0814  ___________________________________________________________________
 LA0814* NAD 83(1986)-  40 38 25.     (N)    085 09 05.     (W)     SCALED    
 LA0814* NAVD 88     -       261.018  (meters)     856.36   (feet)  ADJUSTED  
 LA0814  ___________________________________________________________________
 LA0814  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 LA0814  DYNAMIC HT  -         260.891 (meters)     855.94  (feet)  COMP
 LA0814  MODELED GRAV-     980,129.9   (mgal)                       NAVD 88
 LA0814
 LA0814  VERT ORDER  -  SECOND    CLASS 0
 LA0814
 LA0814.The horizontal coordinates were scaled from a topographic map and have
 LA0814.an estimated accuracy of +/- 6 seconds.
 LA0814
 LA0814.The orthometric height was determined by differential leveling
 LA0814.and adjusted by the National Geodetic Survey in June 1991..
 LA0814
 LA0814.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0814.See file dsdata.txt to determine how the superseded data were derived.
 LA0814
 LA0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL563004(NAD 83)
 LA0814_MARKER: DB = BENCH MARK DISK
 LA0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0814_STAMPING: A 225 1947
 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             NGS
 LA0814
 LA0814                          STATION DESCRIPTION
 LA0814
 LA0814'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA2560 ***********************************************************************
 LA2560  DESIGNATION -  A 226 RESET
 LA2560  PID         -  LA2560
 LA2560  STATE/COUNTY-  IN/ADAMS
 LA2560  USGS QUAD   -  GENEVA (1994)
 LA2560
 LA2560                         *CURRENT SURVEY CONTROL
 LA2560  ___________________________________________________________________
 LA2560* NAD 83(1986)-  40 36 24.     (N)    084 57 18.     (W)     SCALED    
 LA2560* NAVD 88     -       259.29   (meters)     850.7    (feet)  RESET     
 LA2560  ___________________________________________________________________
 LA2560  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 LA2560
 LA2560  VERT ORDER  -  THIRD
 LA2560
 LA2560.The horizontal coordinates were scaled from a topographic map and have
 LA2560.an estimated accuracy of +/- 6 seconds.
 LA2560
 LA2560.The orthometric height was computed from unverified reset data.
 LA2560
 LA2560.The geoid height was determined by GEOID03.
 LA2560
 LA2560;                    North         East    Units  Estimated Accuracy
 LA2560;SPC IN E     -   595,120.      160,230.      MT  (+/- 180 meters Scaled)
 LA2560
 LA2560                          SUPERSEDED SURVEY CONTROL
 LA2560
 LA2560  NGVD 29 (04/16/04)  259.44   (m)          851.2    (f) RESET       3  
 LA2560
 LA2560.Superseded values are not recommended for survey control.
 LA2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2560.See file dsdata.txt to determine how the superseded data were derived.
 LA2560
 LA2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK730971(NAD 83)
 LA2560_MARKER: DV = VERTICAL CONTROL DISK
 LA2560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2560_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 LA0573 ***********************************************************************
 LA0573  DESIGNATION -  A 227
 LA0573  PID         -  LA0573
 LA0573  STATE/COUNTY-  IN/ADAMS
 LA0573  USGS QUAD   -  WILLSHIRE (1960)
 LA0573
 LA0573                         *CURRENT SURVEY CONTROL
 LA0573  ___________________________________________________________________
 LA0573* NAD 83(1986)-  40 39 35.     (N)    084 50 11.     (W)     SCALED    
 LA0573* NAVD 88     -       253.329  (meters)     831.13   (feet)  ADJUSTED  
 LA0573  ___________________________________________________________________
 LA0573  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 LA0573  DYNAMIC HT  -         253.211 (meters)     830.74  (feet)  COMP
 LA0573  MODELED GRAV-     980,151.9   (mgal)                       NAVD 88
 LA0573
 LA0573  VERT ORDER  -  SECOND    CLASS 0
 LA0573
 LA0573.The horizontal coordinates were scaled from a topographic map and have
 LA0573.an estimated accuracy of +/- 6 seconds.
 LA0573
 LA0573.The orthometric height was determined by differential leveling
 LA0573.and adjusted by the National Geodetic Survey in June 1991..
 LA0573
 LA0573.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0573.See file dsdata.txt to determine how the superseded data were derived.
 LA0573
 LA0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL829032(NAD 83)
 LA0573_MARKER: DB = BENCH MARK DISK
 LA0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0573_STAMPING: A 227 1947
 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 = OCTOBER  6, 2006
 LA0442 ***********************************************************************
 LA0442  DESIGNATION -  A 228
 LA0442  PID         -  LA0442
 LA0442  STATE/COUNTY-  IN/RANDOLPH
 LA0442  USGS QUAD   -  UNION CITY (1994)
 LA0442
 LA0442                         *CURRENT SURVEY CONTROL
 LA0442  ___________________________________________________________________
 LA0442* NAD 83(1986)-  40 07 45.     (N)    084 49 38.     (W)     SCALED    
 LA0442* NAVD 88     -       345.241  (meters)    1132.68   (feet)  ADJUSTED  
 LA0442  ___________________________________________________________________
 LA0442  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 LA0442  DYNAMIC HT  -         345.053 (meters)    1132.06  (feet)  COMP
 LA0442  MODELED GRAV-     980,070.9   (mgal)                       NAVD 88
 LA0442
 LA0442  VERT ORDER  -  SECOND    CLASS 0
 LA0442
 LA0442.The horizontal coordinates were scaled from a topographic map and have
 LA0442.an estimated accuracy of +/- 6 seconds.
 LA0442
 LA0442.The orthometric height was determined by differential leveling
 LA0442.and adjusted by the National Geodetic Survey in June 1991..
 LA0442
 LA0442.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0442.See file dsdata.txt to determine how the superseded data were derived.
 LA0442
 LA0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK851443(NAD 83)
 LA0442_MARKER: DB = BENCH MARK DISK
 LA0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0442_STAMPING: A 228 1947
 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 = OCTOBER  6, 2006
 LA0410 ***********************************************************************
 LA0410  DESIGNATION -  A 229
 LA0410  PID         -  LA0410
 LA0410  STATE/COUNTY-  IN/RANDOLPH
 LA0410  USGS QUAD   -  WINCHESTER (1994)
 LA0410
 LA0410                         *CURRENT SURVEY CONTROL
 LA0410  ___________________________________________________________________
 LA0410* NAD 83(1986)-  40 09 47.     (N)    084 59 13.     (W)     SCALED    
 LA0410* NAVD 88     -       335.728  (meters)    1101.47   (feet)  ADJUSTED  
 LA0410  ___________________________________________________________________
 LA0410  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 LA0410  DYNAMIC HT  -         335.548 (meters)    1100.88  (feet)  COMP
 LA0410  MODELED GRAV-     980,080.8   (mgal)                       NAVD 88
 LA0410
 LA0410  VERT ORDER  -  SECOND    CLASS 0
 LA0410
 LA0410.The horizontal coordinates were scaled from a topographic map and have
 LA0410.an estimated accuracy of +/- 6 seconds.
 LA0410
 LA0410.The orthometric height was determined by differential leveling
 LA0410.and adjusted by the National Geodetic Survey in June 1991..
 LA0410
 LA0410.The geoid height was determined by GEOID03.
 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     -   545,840.      157,900.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0410.See file dsdata.txt to determine how the superseded data were derived.
 LA0410
 LA0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK714477(NAD 83)
 LA0410_MARKER: DB = BENCH MARK DISK
 LA0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0410_STAMPING: A 229 1947
 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 = OCTOBER  6, 2006
 LA0434 ***********************************************************************
 LA0434  DESIGNATION -  A 230
 LA0434  PID         -  LA0434
 LA0434  STATE/COUNTY-  IN/RANDOLPH
 LA0434  USGS QUAD   -  LYNN (1994)
 LA0434
 LA0434                         *CURRENT SURVEY CONTROL
 LA0434  ___________________________________________________________________
 LA0434* NAD 83(1986)-  40 02 54.     (N)    084 57 33.     (W)     SCALED    
 LA0434* NAVD 88     -       346.897  (meters)    1138.11   (feet)  ADJUSTED  
 LA0434  ___________________________________________________________________
 LA0434  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 LA0434  DYNAMIC HT  -         346.706 (meters)    1137.48  (feet)  COMP
 LA0434  MODELED GRAV-     980,063.1   (mgal)                       NAVD 88
 LA0434
 LA0434  VERT ORDER  -  SECOND    CLASS 0
 LA0434
 LA0434.The horizontal coordinates were scaled from a topographic map and have
 LA0434.an estimated accuracy of +/- 6 seconds.
 LA0434
 LA0434.The orthometric height was determined by differential leveling
 LA0434.and adjusted by the National Geodetic Survey in June 1991..
 LA0434
 LA0434.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0434.See file dsdata.txt to determine how the superseded data were derived.
 LA0434
 LA0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK740351(NAD 83)
 LA0434_MARKER: DB = BENCH MARK DISK
 LA0434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0434_SP_SET: CULVERT
 LA0434_STAMPING: A 230 1947
 LA0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1973 ***********************************************************************
 LA1973  DESIGNATION -  A 230 RESET 1971
 LA1973  PID         -  LA1973
 LA1973  STATE/COUNTY-  IN/RANDOLPH
 LA1973  USGS QUAD   -  LYNN (1994)
 LA1973
 LA1973                         *CURRENT SURVEY CONTROL
 LA1973  ___________________________________________________________________
 LA1973* NAD 83(1986)-  40 02 54.     (N)    084 57 33.     (W)     SCALED    
 LA1973* NAVD 88     -       347.22   (meters)    1139.2    (feet)  RESET     
 LA1973  ___________________________________________________________________
 LA1973  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 LA1973
 LA1973  VERT ORDER  -  THIRD
 LA1973
 LA1973.The horizontal coordinates were scaled from a topographic map and have
 LA1973.an estimated accuracy of +/- 6 seconds.
 LA1973
 LA1973.The orthometric height was computed from unverified reset data.
 LA1973
 LA1973.The geoid height was determined by GEOID03.
 LA1973
 LA1973;                    North         East    Units  Estimated Accuracy
 LA1973;SPC IN E     -   533,120.      160,370.      MT  (+/- 180 meters Scaled)
 LA1973
 LA1973                          SUPERSEDED SURVEY CONTROL
 LA1973
 LA1973.No superseded survey control is available for this station.
 LA1973
 LA1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK740351(NAD 83)
 LA1973_MARKER: DB = BENCH MARK DISK
 LA1973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1973_STAMPING: A 230 RESET 1971
 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 = OCTOBER  6, 2006
 LA0346 ***********************************************************************
 LA0346  DESIGNATION -  A 231
 LA0346  PID         -  LA0346
 LA0346  STATE/COUNTY-  IN/JAY
 LA0346  USGS QUAD   -  PORTLAND (1992)
 LA0346
 LA0346                         *CURRENT SURVEY CONTROL
 LA0346  ___________________________________________________________________
 LA0346* NAD 83(1986)-  40 25 03.     (N)    084 59 51.     (W)     SCALED    
 LA0346* NAVD 88     -       275.495  (meters)     903.85   (feet)  ADJUSTED  
 LA0346  ___________________________________________________________________
 LA0346  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 LA0346  DYNAMIC HT  -         275.358 (meters)     903.40  (feet)  COMP
 LA0346  MODELED GRAV-     980,119.0   (mgal)                       NAVD 88
 LA0346
 LA0346  VERT ORDER  -  SECOND    CLASS 0
 LA0346
 LA0346.The horizontal coordinates were scaled from a topographic map and have
 LA0346.an estimated accuracy of +/- 6 seconds.
 LA0346
 LA0346.The orthometric height was determined by differential leveling
 LA0346.and adjusted by the National Geodetic Survey in June 1991..
 LA0346
 LA0346.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0346.See file dsdata.txt to determine how the superseded data were derived.
 LA0346
 LA0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK698760(NAD 83)
 LA0346_MARKER: DB = BENCH MARK DISK
 LA0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0346_STAMPING: A 231 1947
 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 = OCTOBER  6, 2006
 LA0308 ***********************************************************************
 LA0308  DESIGNATION -  A 232
 LA0308  PID         -  LA0308
 LA0308  STATE/COUNTY-  IN/RANDOLPH
 LA0308  USGS QUAD   -  COSMOS (1994)
 LA0308
 LA0308                         *CURRENT SURVEY CONTROL
 LA0308  ___________________________________________________________________
 LA0308* NAD 83(1986)-  40 18 33.     (N)    084 50 35.     (W)     SCALED    
 LA0308* NAVD 88     -       311.741  (meters)    1022.77   (feet)  ADJUSTED  
 LA0308  ___________________________________________________________________
 LA0308  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 LA0308  DYNAMIC HT  -         311.583 (meters)    1022.25  (feet)  COMP
 LA0308  MODELED GRAV-     980,107.7   (mgal)                       NAVD 88
 LA0308
 LA0308  VERT ORDER  -  SECOND    CLASS 0
 LA0308
 LA0308.The horizontal coordinates were scaled from a topographic map and have
 LA0308.an estimated accuracy of +/- 6 seconds.
 LA0308
 LA0308.The orthometric height was determined by differential leveling
 LA0308.and adjusted by the National Geodetic Survey in June 1991..
 LA0308
 LA0308.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0308.See file dsdata.txt to determine how the superseded data were derived.
 LA0308
 LA0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK832643(NAD 83)
 LA0308_MARKER: DB = BENCH MARK DISK
 LA0308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0308_SP_SET: CULVERT
 LA0308_STAMPING: A 232 1947
 LA0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA0349 ***********************************************************************
 LA0349  DESIGNATION -  A 233
 LA0349  PID         -  LA0349
 LA0349  STATE/COUNTY-  IN/JAY
 LA0349  USGS QUAD   -  PORTLAND (1992)
 LA0349
 LA0349                         *CURRENT SURVEY CONTROL
 LA0349  ___________________________________________________________________
 LA0349* NAD 83(1986)-  40 22 55.     (N)    084 54 03.     (W)     SCALED    
 LA0349* NAVD 88     -       291.831  (meters)     957.45   (feet)  ADJUSTED  
 LA0349  ___________________________________________________________________
 LA0349  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 LA0349  DYNAMIC HT  -         291.686 (meters)     956.97  (feet)  COMP
 LA0349  MODELED GRAV-     980,119.1   (mgal)                       NAVD 88
 LA0349
 LA0349  VERT ORDER  -  SECOND    CLASS 0
 LA0349
 LA0349.The horizontal coordinates were scaled from a topographic map and have
 LA0349.an estimated accuracy of +/- 6 seconds.
 LA0349
 LA0349.The orthometric height was determined by differential leveling
 LA0349.and adjusted by the National Geodetic Survey in June 1991..
 LA0349
 LA0349.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0349.See file dsdata.txt to determine how the superseded data were derived.
 LA0349
 LA0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK781722(NAD 83)
 LA0349_MARKER: DB = BENCH MARK DISK
 LA0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0349_STAMPING: A 233 1947
 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 = OCTOBER  6, 2006
 LA1201 ***********************************************************************
 LA1201  DESIGNATION -  A 234
 LA1201  PID         -  LA1201
 LA1201  STATE/COUNTY-  IN/DELAWARE
 LA1201  USGS QUAD   -  EATON (1981)
 LA1201
 LA1201                         *CURRENT SURVEY CONTROL
 LA1201  ___________________________________________________________________
 LA1201* NAD 83(1986)-  40 19 46.     (N)    085 18 16.     (W)     SCALED    
 LA1201* NAVD 88     -       283.287  (meters)     929.42   (feet)  ADJUSTED  
 LA1201  ___________________________________________________________________
 LA1201  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 LA1201  DYNAMIC HT  -         283.140 (meters)     928.94  (feet)  COMP
 LA1201  MODELED GRAV-     980,099.9   (mgal)                       NAVD 88
 LA1201
 LA1201  VERT ORDER  -  SECOND    CLASS 0
 LA1201
 LA1201.The horizontal coordinates were scaled from a topographic map and have
 LA1201.an estimated accuracy of +/- 6 seconds.
 LA1201
 LA1201.The orthometric height was determined by differential leveling
 LA1201.and adjusted by the National Geodetic Survey in June 1991..
 LA1201
 LA1201.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1201.See file dsdata.txt to determine how the superseded data were derived.
 LA1201
 LA1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK440657(NAD 83)
 LA1201_MARKER: DB = BENCH MARK DISK
 LA1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1201_STAMPING: A 234 1947
 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 = OCTOBER  6, 2006
 JZ2374 ***********************************************************************
 JZ2374  DESIGNATION -  A 235
 JZ2374  PID         -  JZ2374
 JZ2374  STATE/COUNTY-  IN/MADISON
 JZ2374  USGS QUAD   -  INGALLS (1981)
 JZ2374
 JZ2374                         *CURRENT SURVEY CONTROL
 JZ2374  ___________________________________________________________________
 JZ2374* NAD 83(1986)-  39 58 06.     (N)    085 46 52.     (W)     SCALED    
 JZ2374* NAVD 88     -       262.857  (meters)     862.39   (feet)  ADJUSTED  
 JZ2374  ___________________________________________________________________
 JZ2374  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ2374  DYNAMIC HT  -         262.712 (meters)     861.91  (feet)  COMP
 JZ2374  MODELED GRAV-     980,064.8   (mgal)                       NAVD 88
 JZ2374
 JZ2374  VERT ORDER  -  FIRST     CLASS II
 JZ2374
 JZ2374.The horizontal coordinates were scaled from a topographic map and have
 JZ2374.an estimated accuracy of +/- 6 seconds.
 JZ2374
 JZ2374.The orthometric height was determined by differential leveling
 JZ2374.and adjusted by the National Geodetic Survey in June 1991..
 JZ2374
 JZ2374.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2374.See file dsdata.txt to determine how the superseded data were derived.
 JZ2374
 JZ2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK040249(NAD 83)
 JZ2374_MARKER: DB = BENCH MARK DISK
 JZ2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2374_STAMPING: A 235 1947
 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 = OCTOBER  6, 2006
 KA0199 ***********************************************************************
 KA0199  DESIGNATION -  A 236
 KA0199  PID         -  KA0199
 KA0199  STATE/COUNTY-  IN/MARION
 KA0199  USGS QUAD   -  INDIANAPOLIS EAST (1980)
 KA0199
 KA0199                         *CURRENT SURVEY CONTROL
 KA0199  ___________________________________________________________________
 KA0199* NAD 83(1986)-  39 47 48.     (N)    086 01 01.     (W)     SCALED    
 KA0199* NAVD 88     -       264.664  (meters)     868.32   (feet)  POSTED    
 KA0199  ___________________________________________________________________
 KA0199  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KA0199  DYNAMIC HT  -         264.510 (meters)     867.81  (feet)  COMP
 KA0199  MODELED GRAV-     980,053.9   (mgal)                       NAVD 88
 KA0199
 KA0199  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KA0199
 KA0199.The horizontal coordinates were scaled from a topographic 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.No vertical observational check was made to the station.
 KA0199.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KA0199.was located on a no-check spur therefore a value was not computed.
 KA0199
 KA0199.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0199.See file dsdata.txt to determine how the superseded data were derived.
 KA0199
 KA0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK841056(NAD 83)
 KA0199_MARKER: DB = BENCH MARK DISK
 KA0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0199_SP_SET: BUILDING
 KA0199_STAMPING: A 236 1947
 KA0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0199
 KA0199  HISTORY     - Date     Condition        Report By
 KA0199  HISTORY     - 1947     MONUMENTED       CGS
 KA0199  HISTORY     - 1950     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 JZ2313 ***********************************************************************
 JZ2313  DESIGNATION -  A 237
 JZ2313  PID         -  JZ2313
 JZ2313  STATE/COUNTY-  IN/MARION
 JZ2313  USGS QUAD   -  MC CORDSVILLE (1984)
 JZ2313
 JZ2313                         *CURRENT SURVEY CONTROL
 JZ2313  ___________________________________________________________________
 JZ2313* NAD 83(1986)-  39 55 36.     (N)    085 59 43.     (W)     SCALED    
 JZ2313* NAVD 88     -       252.495  (meters)     828.39   (feet)  ADJUSTED  
 JZ2313  ___________________________________________________________________
 JZ2313  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ2313  DYNAMIC HT  -         252.355 (meters)     827.93  (feet)  COMP
 JZ2313  MODELED GRAV-     980,064.9   (mgal)                       NAVD 88
 JZ2313
 JZ2313  VERT ORDER  -  SECOND    CLASS 0
 JZ2313
 JZ2313.The horizontal coordinates were scaled from a topographic map and have
 JZ2313.an estimated accuracy of +/- 6 seconds.
 JZ2313
 JZ2313.The orthometric height was determined by differential leveling
 JZ2313.and adjusted by the National Geodetic Survey in June 1991..
 JZ2313
 JZ2313.The geoid height was determined by GEOID03.
 JZ2313
 JZ2313.The dynamic height is computed by dividing the NAVD 88
 JZ2313.geopotential number by the normal gravity value computed on the
 JZ2313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2313.degrees latitude (g = 980.6199 gals.).
 JZ2313
 JZ2313.The modeled gravity was interpolated from observed gravity values.
 JZ2313
 JZ2313;                    North         East    Units  Estimated Accuracy
 JZ2313;SPC IN E     -   519,430.       71,910.      MT  (+/- 180 meters Scaled)
 JZ2313
 JZ2313                          SUPERSEDED SURVEY CONTROL
 JZ2313
 JZ2313  NGVD 29 (??/??/92)  252.627  (m)          828.83   (f) ADJ UNCH    2 0
 JZ2313
 JZ2313.Superseded values are not recommended for survey control.
 JZ2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2313.See file dsdata.txt to determine how the superseded data were derived.
 JZ2313
 JZ2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK858201(NAD 83)
 JZ2313_MARKER: DB = BENCH MARK DISK
 JZ2313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2313_STAMPING: Z 237 1947
 JZ2313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2313+STABILITY: SURFACE MOTION
 JZ2313
 JZ2313  HISTORY     - Date     Condition        Report By
 JZ2313  HISTORY     - 1947     MONUMENTED       CGS
 JZ2313  HISTORY     - 1973     GOOD             NGS
 JZ2313  HISTORY     - 19950925 MARK NOT FOUND   USPSQD
 JZ2313  HISTORY     - 19980225 MARK NOT FOUND   USPSQD
 JZ2313
 JZ2313                          STATION DESCRIPTION
 JZ2313
 JZ2313'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2313'2.9 MI SE FROM FISHERS.
 JZ2313'ABOUT 1.9 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE HIGH
 JZ2313'SCHOOL AT FISHERS, THENCE ABOUT 1.0 MILE EAST ALONG THE
 JZ2313'MARION-HAMILTON COUNTY LINE ROAD, AT A NORTH-SOUTH GRAVEL CROSS
 JZ2313'ROAD, 41 FEET SOUTH OF THE CENTER LINE OF THE COUNTY LINE ROAD,
 JZ2313'20 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 21 FEET
 JZ2313'SOUTH OF A FENCE CORNER POST, 1 FOOT EAST OF THE FENCE LINE,
 JZ2313'1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 JZ2313'WITH THE INTERSECTION AND SET IN THE TOP OF A CONCRETE POST
 JZ2313'PROJECTING 5 INCHES.
 JZ2313
 JZ2313                          STATION RECOVERY (1973)
 JZ2313
 JZ2313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JZ2313'RECOVERED IN GOOD CONDITION.
 JZ2313
 JZ2313                          STATION RECOVERY (1995)
 JZ2313
 JZ2313'RECOVERY NOTE BY US POWER SQUADRON 1995
 JZ2313'MARK NOT FOUND.
 JZ2313
 JZ2313                          STATION RECOVERY (1998)
 JZ2313
 JZ2313'RECOVERY NOTE BY US POWER SQUADRON 1998
 JZ2313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2552 ***********************************************************************
 JZ2552  DESIGNATION -  A 240
 JZ2552  PID         -  JZ2552
 JZ2552  STATE/COUNTY-  IN/SHELBY
 JZ2552  USGS QUAD   -  MORRISTOWN (1956)
 JZ2552
 JZ2552                         *CURRENT SURVEY CONTROL
 JZ2552  ___________________________________________________________________
 JZ2552* NAD 83(1986)-  39 37 58.     (N)    085 41 13.     (W)     SCALED    
 JZ2552* NAVD 88     -       267.335  (meters)     877.08   (feet)  ADJUSTED  
 JZ2552  ___________________________________________________________________
 JZ2552  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ2552  DYNAMIC HT  -         267.178 (meters)     876.57  (feet)  COMP
 JZ2552  MODELED GRAV-     980,034.1   (mgal)                       NAVD 88
 JZ2552
 JZ2552  VERT ORDER  -  SECOND    CLASS 0
 JZ2552
 JZ2552.The horizontal coordinates were scaled from a topographic map and have
 JZ2552.an estimated accuracy of +/- 6 seconds.
 JZ2552
 JZ2552.The orthometric height was determined by differential leveling
 JZ2552.and adjusted by the National Geodetic Survey in June 1991..
 JZ2552
 JZ2552.The geoid height was determined by GEOID03.
 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     -   486,750.       98,260.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2552.See file dsdata.txt to determine how the superseded data were derived.
 JZ2552
 JZ2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ126878(NAD 83)
 JZ2552_MARKER: DB = BENCH MARK DISK
 JZ2552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2552_STAMPING: A 240 1947
 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 = OCTOBER  6, 2006
 JZ2488 ***********************************************************************
 JZ2488  DESIGNATION -  A 241
 JZ2488  PID         -  JZ2488
 JZ2488  STATE/COUNTY-  IN/HANCOCK
 JZ2488  USGS QUAD   -  GREENFIELD (1983)
 JZ2488
 JZ2488                         *CURRENT SURVEY CONTROL
 JZ2488  ___________________________________________________________________
 JZ2488* NAD 83(1986)-  39 49 39.     (N)    085 50 25.     (W)     SCALED    
 JZ2488* NAVD 88     -       261.326  (meters)     857.37   (feet)  ADJUSTED  
 JZ2488  ___________________________________________________________________
 JZ2488  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JZ2488  DYNAMIC HT  -         261.177 (meters)     856.88  (feet)  COMP
 JZ2488  MODELED GRAV-     980,049.1   (mgal)                       NAVD 88
 JZ2488
 JZ2488  VERT ORDER  -  SECOND    CLASS 0
 JZ2488
 JZ2488.The horizontal coordinates were scaled from a topographic map and have
 JZ2488.an estimated accuracy of +/- 6 seconds.
 JZ2488
 JZ2488.The orthometric height was determined by differential leveling
 JZ2488.and adjusted by the National Geodetic Survey in June 1991..
 JZ2488
 JZ2488.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2488.See file dsdata.txt to determine how the superseded data were derived.
 JZ2488
 JZ2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK992092(NAD 83)
 JZ2488_MARKER: DB = BENCH MARK DISK
 JZ2488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2488_SP_SET: CONCRETE POST
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3689 ***********************************************************************
 JZ3689  DESIGNATION -  A 241 RESET
 JZ3689  PID         -  JZ3689
 JZ3689  STATE/COUNTY-  IN/HANCOCK
 JZ3689  USGS QUAD   -  GREENFIELD (1983)
 JZ3689
 JZ3689                         *CURRENT SURVEY CONTROL
 JZ3689  ___________________________________________________________________
 JZ3689* NAD 83(1986)-  39 49 39.     (N)    085 50 25.     (W)     SCALED    
 JZ3689* NAVD 88     -       261.18   (meters)     856.9    (feet)  RESET     
 JZ3689  ___________________________________________________________________
 JZ3689  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JZ3689
 JZ3689  VERT ORDER  -  THIRD
 JZ3689
 JZ3689.The horizontal coordinates were scaled from a topographic map and have
 JZ3689.an estimated accuracy of +/- 6 seconds.
 JZ3689
 JZ3689.The orthometric height was computed from unverified reset data.
 JZ3689
 JZ3689.The geoid height was determined by GEOID03.
 JZ3689
 JZ3689;                    North         East    Units  Estimated Accuracy
 JZ3689;SPC IN E     -   508,380.       85,140.      MT  (+/- 180 meters Scaled)
 JZ3689
 JZ3689                          SUPERSEDED SURVEY CONTROL
 JZ3689
 JZ3689  NGVD 29 (04/16/04)  261.30   (m)          857.3    (f) RESET       3  
 JZ3689
 JZ3689.Superseded values are not recommended for survey control.
 JZ3689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3689.See file dsdata.txt to determine how the superseded data were derived.
 JZ3689
 JZ3689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK992092(NAD 83)
 JZ3689_MARKER: DV = VERTICAL CONTROL DISK
 JZ3689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3689_SP_SET: CONCRETE POST
 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
 JZ3689  HISTORY     - Date     Condition        Report By
 JZ3689  HISTORY     - 1992     MONUMENTED       LOCENG
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2401 ***********************************************************************
 JZ2401  CBN         -  This is a Cooperative Base Network Control Station.
 JZ2401  DESIGNATION -  A 242
 JZ2401  PID         -  JZ2401
 JZ2401  STATE/COUNTY-  IN/HANCOCK
 JZ2401  USGS QUAD   -  SHIRLEY (1960)
 JZ2401
 JZ2401                         *CURRENT SURVEY CONTROL
 JZ2401  ___________________________________________________________________
 JZ2401* NAD 83(1997)-  39 54 06.71229(N)    085 35 01.51282(W)     ADJUSTED  
 JZ2401* NAVD 88     -       310.701  (meters)    1019.36   (feet)  ADJUSTED  
 JZ2401  ___________________________________________________________________
 JZ2401  X           -     377,302.135 (meters)                     COMP
 JZ2401  Y           -  -4,885,368.740 (meters)                     COMP
 JZ2401  Z           -   4,069,810.029 (meters)                     COMP
 JZ2401  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 JZ2401  ELLIP HEIGHT-         276.76  (meters)          (01/19/05) GPS OBS
 JZ2401  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JZ2401  DYNAMIC HT  -         310.527 (meters)    1018.79  (feet)  COMP
 JZ2401  MODELED GRAV-     980,056.5   (mgal)                       NAVD 88
 JZ2401
 JZ2401  HORZ ORDER  -  A
 JZ2401  VERT ORDER  -  SECOND    CLASS 0
 JZ2401  ELLP ORDER  -  FOURTH    CLASS I
 JZ2401
 JZ2401.The horizontal coordinates were established by GPS observations
 JZ2401.and adjusted by the National Geodetic Survey in January 2005..
 JZ2401
 JZ2401.The orthometric height was determined by differential leveling
 JZ2401.and adjusted by the National Geodetic Survey in June 1991..
 JZ2401
 JZ2401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2401
 JZ2401.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2401
 JZ2401.The ellipsoidal height was determined by GPS observations
 JZ2401.and is referenced to NAD 83.
 JZ2401
 JZ2401.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JZ2401;SPC IN E     -   516,624.947   107,090.159   MT  0.99996729   +0 03 11.5
 JZ2401;SPC IN E     - 1,694,960.35    351,344.96   sFT  0.99996729   +0 03 11.5
 JZ2401;UTM  16      - 4,417,825.152   621,065.461   MT  0.99978044   +0 54 30.9
 JZ2401
 JZ2401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2401!SPC IN E     -   0.99995658  x   0.99996729  =   0.99992388
 JZ2401!UTM  16      -   0.99995658  x   0.99978044  =   0.99973703
 JZ2401
 JZ2401                          SUPERSEDED SURVEY CONTROL
 JZ2401
 JZ2401  NAVD 88 (01/19/05)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2401.See file dsdata.txt to determine how the superseded data were derived.
 JZ2401
 JZ2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK2106517825(NAD 83)
 JZ2401_MARKER: DB = BENCH MARK DISK
 JZ2401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2401_STAMPING: A 242 1947
 JZ2401_MARK LOGO: CGS   
 JZ2401_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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 01, 2003
 JZ2401
 JZ2401  HISTORY     - Date     Condition        Report By
 JZ2401  HISTORY     - 1947     MONUMENTED       CGS
 JZ2401  HISTORY     - 20030701 GOOD             IN-059
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0192 ***********************************************************************
 KA0192  DESIGNATION -  A 243
 KA0192  PID         -  KA0192
 KA0192  STATE/COUNTY-  IN/MARION
 KA0192  USGS QUAD   -  INDIANAPOLIS EAST (1980)
 KA0192
 KA0192                         *CURRENT SURVEY CONTROL
 KA0192  ___________________________________________________________________
 KA0192* NAD 83(1986)-  39 46 17.     (N)    086 03 22.     (W)     SCALED    
 KA0192* NAVD 88     -       249.097  (meters)     817.25   (feet)  POSTED    
 KA0192  ___________________________________________________________________
 KA0192  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KA0192  DYNAMIC HT  -         248.960 (meters)     816.80  (feet)  COMP
 KA0192  MODELED GRAV-     980,055.2   (mgal)                       NAVD 88
 KA0192
 KA0192  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KA0192
 KA0192.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KA0192.rate of 3.1 thru 4.0 mm/km.
 KA0192
 KA0192.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0192.See file dsdata.txt to determine how the superseded data were derived.
 KA0192
 KA0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK808028(NAD 83)
 KA0192_MARKER: DB = BENCH MARK DISK
 KA0192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0192_SP_SET: CULVERT
 KA0192_STAMPING: A 243 1947
 KA0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0192
 KA0192  HISTORY     - Date     Condition        Report By
 KA0192  HISTORY     - 1947     MONUMENTED       CGS
 KA0192  HISTORY     - 1954     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 JZ2527 ***********************************************************************
 JZ2527  DESIGNATION -  A 244
 JZ2527  PID         -  JZ2527
 JZ2527  STATE/COUNTY-  IN/HENRY
 JZ2527  USGS QUAD   -  KNIGHTSTOWN (1981)
 JZ2527
 JZ2527                         *CURRENT SURVEY CONTROL
 JZ2527  ___________________________________________________________________
 JZ2527* NAD 83(1986)-  39 47 29.     (N)    085 35 48.     (W)     SCALED    
 JZ2527* NAVD 88     -       292.528  (meters)     959.74   (feet)  ADJUSTED  
 JZ2527  ___________________________________________________________________
 JZ2527  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ2527  DYNAMIC HT  -         292.361 (meters)     959.19  (feet)  COMP
 JZ2527  MODELED GRAV-     980,046.8   (mgal)                       NAVD 88
 JZ2527
 JZ2527  VERT ORDER  -  SECOND    CLASS 0
 JZ2527
 JZ2527.The horizontal coordinates were scaled from a topographic map and have
 JZ2527.an estimated accuracy of +/- 6 seconds.
 JZ2527
 JZ2527.The orthometric height was determined by differential leveling
 JZ2527.and adjusted by the National Geodetic Survey in June 1991..
 JZ2527
 JZ2527.The geoid height was determined by GEOID03.
 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     -   504,360.      106,000.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2527.See file dsdata.txt to determine how the superseded data were derived.
 JZ2527
 JZ2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK201055(NAD 83)
 JZ2527_MARKER: DB = BENCH MARK DISK
 JZ2527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2527_STAMPING: A 244 1947
 JZ2527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2527+STABILITY: SURFACE MOTION
 JZ2527
 JZ2527  HISTORY     - Date     Condition        Report By
 JZ2527  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2608 ***********************************************************************
 JZ2608  DESIGNATION -  A 245
 JZ2608  PID         -  JZ2608
 JZ2608  STATE/COUNTY-  IN/SHELBY
 JZ2608  USGS QUAD   -  FOUNTAINTOWN (1952)
 JZ2608
 JZ2608                         *CURRENT SURVEY CONTROL
 JZ2608  ___________________________________________________________________
 JZ2608* NAD 83(1986)-  39 41 00.     (N)    085 49 10.     (W)     SCALED    
 JZ2608* NAVD 88     -       252.874  (meters)     829.64   (feet)  ADJUSTED  
 JZ2608  ___________________________________________________________________
 JZ2608  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JZ2608  DYNAMIC HT  -         252.728 (meters)     829.16  (feet)  COMP
 JZ2608  MODELED GRAV-     980,043.3   (mgal)                       NAVD 88
 JZ2608
 JZ2608  VERT ORDER  -  SECOND    CLASS 0
 JZ2608
 JZ2608.The horizontal coordinates were scaled from a topographic map and have
 JZ2608.an estimated accuracy of +/- 6 seconds.
 JZ2608
 JZ2608.The orthometric height was determined by differential leveling
 JZ2608.and adjusted by the National Geodetic Survey in June 1991..
 JZ2608
 JZ2608.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2608.See file dsdata.txt to determine how the superseded data were derived.
 JZ2608
 JZ2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ012932(NAD 83)
 JZ2608_MARKER: DB = BENCH MARK DISK
 JZ2608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2608_STAMPING: A 245 1947
 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 = OCTOBER  6, 2006
 JZ1153 ***********************************************************************
 JZ1153  DESIGNATION -  A 246
 JZ1153  PID         -  JZ1153
 JZ1153  STATE/COUNTY-  IN/WAYNE
 JZ1153  USGS QUAD   -  FOUNTAIN CITY (1960)
 JZ1153
 JZ1153                         *CURRENT SURVEY CONTROL
 JZ1153  ___________________________________________________________________
 JZ1153* NAD 83(1986)-  39 53 20.     (N)    084 59 47.     (W)     SCALED    
 JZ1153* NAVD 88     -       328.046  (meters)    1076.26   (feet)  ADJUSTED  
 JZ1153  ___________________________________________________________________
 JZ1153  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 JZ1153  DYNAMIC HT  -         327.859 (meters)    1075.65  (feet)  COMP
 JZ1153  MODELED GRAV-     980,047.7   (mgal)                       NAVD 88
 JZ1153
 JZ1153  VERT ORDER  -  SECOND    CLASS 0
 JZ1153
 JZ1153.The horizontal coordinates were scaled from a topographic map and have
 JZ1153.an estimated accuracy of +/- 6 seconds.
 JZ1153
 JZ1153.The orthometric height was determined by differential leveling
 JZ1153.and adjusted by the National Geodetic Survey in June 1991..
 JZ1153
 JZ1153.The geoid height was determined by GEOID03.
 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     -   515,400.      157,330.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1153.See file dsdata.txt to determine how the superseded data were derived.
 JZ1153
 JZ1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK713173(NAD 83)
 JZ1153_MARKER: DB = BENCH MARK DISK
 JZ1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1153_STAMPING: A 246 1947
 JZ1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1153+STABILITY: SURFACE MOTION
 JZ1153
 JZ1153  HISTORY     - Date     Condition        Report By
 JZ1153  HISTORY     - 1947     MONUMENTED       CGS
 JZ1153  HISTORY     - 20030316 GOOD             GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1120 ***********************************************************************
 LA1120  DESIGNATION -  A 247
 LA1120  PID         -  LA1120
 LA1120  STATE/COUNTY-  IN/HENRY
 LA1120  USGS QUAD   -  MOUNT PLEASANT (1988)
 LA1120
 LA1120                         *CURRENT SURVEY CONTROL
 LA1120  ___________________________________________________________________
 LA1120* NAD 83(1986)-  40 03 43.     (N)    085 18 48.     (W)     SCALED    
 LA1120* NAVD 88     -       317.921  (meters)    1043.05   (feet)  ADJUSTED  
 LA1120  ___________________________________________________________________
 LA1120  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 LA1120  DYNAMIC HT  -         317.748 (meters)    1042.48  (feet)  COMP
 LA1120  MODELED GRAV-     980,072.0   (mgal)                       NAVD 88
 LA1120
 LA1120  VERT ORDER  -  SECOND    CLASS 0
 LA1120
 LA1120.The horizontal coordinates were scaled from a topographic map and have
 LA1120.an estimated accuracy of +/- 6 seconds.
 LA1120
 LA1120.The orthometric height was determined by differential leveling
 LA1120.and adjusted by the National Geodetic Survey in June 1991..
 LA1120
 LA1120.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1120.See file dsdata.txt to determine how the superseded data were derived.
 LA1120
 LA1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK438359(NAD 83)
 LA1120_MARKER: DB = BENCH MARK DISK
 LA1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1120_STAMPING: A 247 1947
 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 = OCTOBER  6, 2006
 LA1263 ***********************************************************************
 LA1263  CBN         -  This is a Cooperative Base Network Control Station.
 LA1263  DESIGNATION -  A 248
 LA1263  PID         -  LA1263
 LA1263  STATE/COUNTY-  IN/DELAWARE
 LA1263  USGS QUAD   -  MUNCIE WEST (1992)
 LA1263
 LA1263                         *CURRENT SURVEY CONTROL
 LA1263  ___________________________________________________________________
 LA1263* NAD 83(1997)-  40 08 56.73032(N)    085 29 58.24291(W)     ADJUSTED  
 LA1263* NAVD 88     -       285.254  (meters)     935.87   (feet)  ADJUSTED  
 LA1263  ___________________________________________________________________
 LA1263  X           -     383,097.769 (meters)                     COMP
 LA1263  Y           -  -4,867,188.606 (meters)                     COMP
 LA1263  Z           -   4,090,815.328 (meters)                     COMP
 LA1263  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 LA1263  ELLIP HEIGHT-         251.38  (meters)          (04/10/98) GPS OBS
 LA1263  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 LA1263  DYNAMIC HT  -         285.102 (meters)     935.37  (feet)  COMP
 LA1263  MODELED GRAV-     980,085.4   (mgal)                       NAVD 88
 LA1263
 LA1263  HORZ ORDER  -  B
 LA1263  VERT ORDER  -  SECOND    CLASS 0
 LA1263  ELLP ORDER  -  FOURTH    CLASS I
 LA1263
 LA1263.The horizontal coordinates were established by GPS observations
 LA1263.and adjusted by the National Geodetic Survey in April 1998..
 LA1263
 LA1263.The orthometric height was determined by differential leveling
 LA1263.and adjusted by the National Geodetic Survey in June 1991..
 LA1263
 LA1263.Photographs are available 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 DEFLEC99 derived deflections.
 LA1263
 LA1263.The ellipsoidal height was determined by GPS observations
 LA1263.and is referenced to NAD 83.
 LA1263
 LA1263.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 LA1263;SPC IN E     -   544,085.043   114,242.425   MT  0.99996916   +0 06 28.0
 LA1263;SPC IN E     - 1,785,052.35    374,810.36   sFT  0.99996916   +0 06 28.0
 LA1263;UTM  16      - 4,445,384.333   627,804.712   MT  0.99980108   +0 58 03.4
 LA1263
 LA1263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1263!SPC IN E     -   0.99996057  x   0.99996916  =   0.99992973
 LA1263!UTM  16      -   0.99996057  x   0.99980108  =   0.99976165
 LA1263
 LA1263                          SUPERSEDED SURVEY CONTROL
 LA1263
 LA1263  NAVD 88 (04/10/98)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1263.See file dsdata.txt to determine how the superseded data were derived.
 LA1263
 LA1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2780545384(NAD 83)
 LA1263_MARKER: DB = BENCH MARK DISK
 LA1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1263_SP_SET: 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 - April 06, 2005
 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             BUTLER
 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'
 LA1263
 LA1263                          STATION RECOVERY (2005)
 LA1263
 LA1263'RECOVERY NOTE BY BUTLER FAIRMAN AND SEUFERT INC 2005 (JRC)
 LA1263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1708 ***********************************************************************
 JZ1708  DESIGNATION -  A 249
 JZ1708  PID         -  JZ1708
 JZ1708  STATE/COUNTY-  IN/HENRY
 JZ1708  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ1708
 JZ1708                         *CURRENT SURVEY CONTROL
 JZ1708  ___________________________________________________________________
 JZ1708* NAD 83(1986)-  39 55 56.     (N)    085 15 07.     (W)     SCALED    
 JZ1708* NAVD 88     -       348.418  (meters)    1143.10   (feet)  ADJUSTED  
 JZ1708  ___________________________________________________________________
 JZ1708  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JZ1708  DYNAMIC HT  -         348.219 (meters)    1142.45  (feet)  COMP
 JZ1708  MODELED GRAV-     980,045.7   (mgal)                       NAVD 88
 JZ1708
 JZ1708  VERT ORDER  -  SECOND    CLASS 0
 JZ1708
 JZ1708.The horizontal coordinates were scaled from a topographic map and have
 JZ1708.an estimated accuracy of +/- 6 seconds.
 JZ1708
 JZ1708.The orthometric height was determined by differential leveling
 JZ1708.and adjusted by the National Geodetic Survey in June 1991..
 JZ1708
 JZ1708.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1708.See file dsdata.txt to determine how the superseded data were derived.
 JZ1708
 JZ1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK493216(NAD 83)
 JZ1708_MARKER: DB = BENCH MARK DISK
 JZ1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1708_STAMPING: A 249 1947
 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 = OCTOBER  6, 2006
 JZ1483 ***********************************************************************
 JZ1483  DESIGNATION -  A 250
 JZ1483  PID         -  JZ1483
 JZ1483  STATE/COUNTY-  IN/HENRY
 JZ1483  USGS QUAD   -  HAGERSTOWN (1981)
 JZ1483
 JZ1483                         *CURRENT SURVEY CONTROL
 JZ1483  ___________________________________________________________________
 JZ1483* NAD 83(1986)-  39 55 28.     (N)    085 14 34.     (W)     SCALED    
 JZ1483* NAVD 88     -       353.191  (meters)    1158.76   (feet)  ADJUSTED  
 JZ1483  ___________________________________________________________________
 JZ1483  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JZ1483  DYNAMIC HT  -         352.989 (meters)    1158.10  (feet)  COMP
 JZ1483  MODELED GRAV-     980,042.8   (mgal)                       NAVD 88
 JZ1483
 JZ1483  VERT ORDER  -  SECOND    CLASS 0
 JZ1483
 JZ1483.The horizontal coordinates were scaled from a topographic map and have
 JZ1483.an estimated accuracy of +/- 6 seconds.
 JZ1483
 JZ1483.The orthometric height was determined by differential leveling
 JZ1483.and adjusted by the National Geodetic Survey in June 1991..
 JZ1483
 JZ1483.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1483.See file dsdata.txt to determine how the superseded data were derived.
 JZ1483
 JZ1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK501208(NAD 83)
 JZ1483_MARKER: DB = BENCH MARK DISK
 JZ1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1483_STAMPING: A 250 1947
 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 = OCTOBER  6, 2006
 JZ1622 ***********************************************************************
 JZ1622  DESIGNATION -  A 252
 JZ1622  PID         -  JZ1622
 JZ1622  STATE/COUNTY-  IN/RUSH
 JZ1622  USGS QUAD   -  MAYS (1988)
 JZ1622
 JZ1622                         *CURRENT SURVEY CONTROL
 JZ1622  ___________________________________________________________________
 JZ1622* NAD 83(1986)-  39 38 18.     (N)    085 26 41.     (W)     SCALED    
 JZ1622* NAVD 88     -       303.123  (meters)     994.50   (feet)  ADJUSTED  
 JZ1622  ___________________________________________________________________
 JZ1622  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ1622  DYNAMIC HT  -         302.943 (meters)     993.91  (feet)  COMP
 JZ1622  MODELED GRAV-     980,024.6   (mgal)                       NAVD 88
 JZ1622
 JZ1622  VERT ORDER  -  SECOND    CLASS 0
 JZ1622
 JZ1622.The horizontal coordinates were scaled from a topographic map and have
 JZ1622.an estimated accuracy of +/- 6 seconds.
 JZ1622
 JZ1622.The orthometric height was determined by differential leveling
 JZ1622.and adjusted by the National Geodetic Survey in June 1991..
 JZ1622
 JZ1622.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1622.See file dsdata.txt to determine how the superseded data were derived.
 JZ1622
 JZ1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ334887(NAD 83)
 JZ1622_MARKER: DB = BENCH MARK DISK
 JZ1622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1622_SP_SET: CULVERT
 JZ1622_STAMPING: A 252 1947
 JZ1622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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             BUTLER
 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 AND SEUFERT INC 2006 (GKG)
 JZ1622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1550 ***********************************************************************
 JZ1550  DESIGNATION -  A 253
 JZ1550  PID         -  JZ1550
 JZ1550  STATE/COUNTY-  IN/RUSH
 JZ1550  USGS QUAD   -  FALMOUTH (1988)
 JZ1550
 JZ1550                         *CURRENT SURVEY CONTROL
 JZ1550  ___________________________________________________________________
 JZ1550* NAD 83(1986)-  39 41 34.     (N)    085 21 19.     (W)     SCALED    
 JZ1550* NAVD 88     -       304.994  (meters)    1000.63   (feet)  ADJUSTED  
 JZ1550  ___________________________________________________________________
 JZ1550  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ1550  DYNAMIC HT  -         304.814 (meters)    1000.04  (feet)  COMP
 JZ1550  MODELED GRAV-     980,027.9   (mgal)                       NAVD 88
 JZ1550
 JZ1550  VERT ORDER  -  SECOND    CLASS 0
 JZ1550
 JZ1550.The horizontal coordinates were scaled from a topographic map and have
 JZ1550.an estimated accuracy of +/- 6 seconds.
 JZ1550
 JZ1550.The orthometric height was determined by differential leveling
 JZ1550.and adjusted by the National Geodetic Survey in June 1991..
 JZ1550
 JZ1550.The geoid height was determined by GEOID03.
 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     -   493,450.      126,710.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1550.See file dsdata.txt to determine how the superseded data were derived.
 JZ1550
 JZ1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ410949(NAD 83)
 JZ1550_MARKER: DB = BENCH MARK DISK
 JZ1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1550_STAMPING: A 253 1947
 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 = OCTOBER  6, 2006
 JZ1556 ***********************************************************************
 JZ1556  DESIGNATION -  A 254
 JZ1556  PID         -  JZ1556
 JZ1556  STATE/COUNTY-  IN/FAYETTE
 JZ1556  USGS QUAD   -  FALMOUTH (1988)
 JZ1556
 JZ1556                         *CURRENT SURVEY CONTROL
 JZ1556  ___________________________________________________________________
 JZ1556* NAD 83(1986)-  39 38 52.     (N)    085 18 01.     (W)     SCALED    
 JZ1556* NAVD 88     -       328.988  (meters)    1079.35   (feet)  ADJUSTED  
 JZ1556  ___________________________________________________________________
 JZ1556  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JZ1556  DYNAMIC HT  -         328.791 (meters)    1078.71  (feet)  COMP
 JZ1556  MODELED GRAV-     980,019.7   (mgal)                       NAVD 88
 JZ1556
 JZ1556  VERT ORDER  -  SECOND    CLASS 0
 JZ1556
 JZ1556.The horizontal coordinates were scaled from a topographic map and have
 JZ1556.an estimated accuracy of +/- 6 seconds.
 JZ1556
 JZ1556.The orthometric height was determined by differential leveling
 JZ1556.and adjusted by the National Geodetic Survey in June 1991..
 JZ1556
 JZ1556.The geoid height was determined by GEOID03.
 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     -   488,480.      131,450.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1556.See file dsdata.txt to determine how the superseded data were derived.
 JZ1556
 JZ1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ458900(NAD 83)
 JZ1556_MARKER: DB = BENCH MARK DISK
 JZ1556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1556_SP_SET: CULVERT
 JZ1556_STAMPING: A 254 1947
 JZ1556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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'N 39 38.870, W 85 18.020 (CONSUMER-GRADE GPS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1588 ***********************************************************************
 JZ1588  DESIGNATION -  A 255
 JZ1588  PID         -  JZ1588
 JZ1588  STATE/COUNTY-  IN/WAYNE
 JZ1588  USGS QUAD   -  JACKSONBURG (1981)
 JZ1588
 JZ1588                         *CURRENT SURVEY CONTROL
 JZ1588  ___________________________________________________________________
 JZ1588* NAD 83(1986)-  39 45 30.     (N)    085 03 08.     (W)     SCALED    
 JZ1588* NAVD 88     -       295.748  (meters)     970.30   (feet)  ADJUSTED  
 JZ1588  ___________________________________________________________________
 JZ1588  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JZ1588  DYNAMIC HT  -         295.573 (meters)     969.73  (feet)  COMP
 JZ1588  MODELED GRAV-     980,029.6   (mgal)                       NAVD 88
 JZ1588
 JZ1588  VERT ORDER  -  SECOND    CLASS 0
 JZ1588
 JZ1588.The horizontal coordinates were scaled from a topographic map and have
 JZ1588.an estimated accuracy of +/- 6 seconds.
 JZ1588
 JZ1588.The orthometric height was determined by differential leveling
 JZ1588.and adjusted by the National Geodetic Survey in June 1991..
 JZ1588
 JZ1588.The geoid height was determined by GEOID03.
 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     -   500,870.      152,650.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1588.See file dsdata.txt to determine how the superseded data were derived.
 JZ1588
 JZ1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK668027(NAD 83)
 JZ1588_MARKER: DB = BENCH MARK DISK
 JZ1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1588_STAMPING: A 255 1947
 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 = OCTOBER  6, 2006
 ME0944 ***********************************************************************
 ME0944  DESIGNATION -  A 256
 ME0944  PID         -  ME0944
 ME0944  STATE/COUNTY-  IN/LAKE
 ME0944  USGS QUAD   -  GARY (1991)
 ME0944
 ME0944                         *CURRENT SURVEY CONTROL
 ME0944  ___________________________________________________________________
 ME0944* NAD 83(1986)-  41 32 06.     (N)    087 20 12.     (W)     SCALED    
 ME0944* NAVD 88     -       197.808  (meters)     648.98   (feet)  ADJUSTED  
 ME0944  ___________________________________________________________________
 ME0944  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME0944  DYNAMIC HT  -         197.732 (meters)     648.73  (feet)  COMP
 ME0944  MODELED GRAV-     980,236.9   (mgal)                       NAVD 88
 ME0944
 ME0944  VERT ORDER  -  SECOND    CLASS 0
 ME0944
 ME0944.The horizontal coordinates were scaled from a topographic map and have
 ME0944.an estimated accuracy of +/- 6 seconds.
 ME0944
 ME0944.The orthometric height was determined by differential leveling
 ME0944.and adjusted by the National Geodetic Survey in June 1991..
 ME0944
 ME0944.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0944.See file dsdata.txt to determine how the superseded data were derived.
 ME0944
 ME0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL719982(NAD 83)
 ME0944_MARKER: DB = BENCH MARK DISK
 ME0944_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0944_SP_SET: BUILDING
 ME0944_STAMPING: A 256 1947
 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 = OCTOBER  6, 2006
 JZ2064 ***********************************************************************
 JZ2064  DESIGNATION -  A 257
 JZ2064  PID         -  JZ2064
 JZ2064  STATE/COUNTY-  IN/RUSH
 JZ2064  USGS QUAD   -  MILROY (1993)
 JZ2064
 JZ2064                         *CURRENT SURVEY CONTROL
 JZ2064  ___________________________________________________________________
 JZ2064* NAD 83(1986)-  39 29 48.     (N)    085 29 51.     (W)     SCALED    
 JZ2064* NAVD 88     -       295.378  (meters)     969.09   (feet)  ADJUSTED  
 JZ2064  ___________________________________________________________________
 JZ2064  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ2064  DYNAMIC HT  -         295.198 (meters)     968.50  (feet)  COMP
 JZ2064  MODELED GRAV-     980,009.0   (mgal)                       NAVD 88
 JZ2064
 JZ2064  VERT ORDER  -  SECOND    CLASS 0
 JZ2064
 JZ2064.The horizontal coordinates were scaled from a topographic map and have
 JZ2064.an estimated accuracy of +/- 6 seconds.
 JZ2064
 JZ2064.The orthometric height was determined by differential leveling
 JZ2064.and adjusted by the National Geodetic Survey in June 1991..
 JZ2064
 JZ2064.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2064.See file dsdata.txt to determine how the superseded data were derived.
 JZ2064
 JZ2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ291729(NAD 83)
 JZ2064_MARKER: DB = BENCH MARK DISK
 JZ2064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2064_STAMPING: A 257 1947
 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 = OCTOBER  6, 2006
 JZ1938 ***********************************************************************
 JZ1938  DESIGNATION -  A 258
 JZ1938  PID         -  JZ1938
 JZ1938  STATE/COUNTY-  IN/DECATUR
 JZ1938  USGS QUAD   -  GREENSBURG (1993)
 JZ1938
 JZ1938                         *CURRENT SURVEY CONTROL
 JZ1938  ___________________________________________________________________
 JZ1938* NAD 83(1986)-  39 20 58.     (N)    085 28 45.     (W)     SCALED    
 JZ1938* NAVD 88     -       285.857  (meters)     937.85   (feet)  ADJUSTED  
 JZ1938  ___________________________________________________________________
 JZ1938  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ1938  DYNAMIC HT  -         285.679 (meters)     937.27  (feet)  COMP
 JZ1938  MODELED GRAV-     979,994.7   (mgal)                       NAVD 88
 JZ1938
 JZ1938  VERT ORDER  -  SECOND    CLASS 0
 JZ1938
 JZ1938.The horizontal coordinates were scaled from a topographic map and have
 JZ1938.an estimated accuracy of +/- 6 seconds.
 JZ1938
 JZ1938.The orthometric height was determined by differential leveling
 JZ1938.and adjusted by the National Geodetic Survey in June 1991..
 JZ1938
 JZ1938.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1938.See file dsdata.txt to determine how the superseded data were derived.
 JZ1938
 JZ1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ310566(NAD 83)
 JZ1938_MARKER: DB = BENCH MARK DISK
 JZ1938_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1938_SP_SET: CULVERT
 JZ1938_STAMPING: A 258 1947
 JZ1938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1751 ***********************************************************************
 JZ1751  DESIGNATION -  A 259
 JZ1751  PID         -  JZ1751
 JZ1751  STATE/COUNTY-  IN/RUSH
 JZ1751  USGS QUAD   -  RUSHVILLE (1994)
 JZ1751
 JZ1751                         *CURRENT SURVEY CONTROL
 JZ1751  ___________________________________________________________________
 JZ1751* NAD 83(1986)-  39 31 31.     (N)    085 23 10.     (W)     SCALED    
 JZ1751* NAVD 88     -       310.356  (meters)    1018.23   (feet)  ADJUSTED  
 JZ1751  ___________________________________________________________________
 JZ1751  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ1751  DYNAMIC HT  -         310.166 (meters)    1017.60  (feet)  COMP
 JZ1751  MODELED GRAV-     980,008.9   (mgal)                       NAVD 88
 JZ1751
 JZ1751  VERT ORDER  -  SECOND    CLASS 0
 JZ1751
 JZ1751.The horizontal coordinates were scaled from a topographic map and have
 JZ1751.an estimated accuracy of +/- 6 seconds.
 JZ1751
 JZ1751.The orthometric height was determined by differential leveling
 JZ1751.and adjusted by the National Geodetic Survey in June 1991..
 JZ1751
 JZ1751.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1751.See file dsdata.txt to determine how the superseded data were derived.
 JZ1751
 JZ1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ387763(NAD 83)
 JZ1751_MARKER: DB = BENCH MARK DISK
 JZ1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1751_STAMPING: A 259 1947
 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   BUTLER
 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 AND SEUFERT INC 2006 (GKG)
 JZ1751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1956 ***********************************************************************
 JZ1956  DESIGNATION -  A 260
 JZ1956  PID         -  JZ1956
 JZ1956  STATE/COUNTY-  IN/FRANKLIN
 JZ1956  USGS QUAD   -  CLARKSBURG (1993)
 JZ1956
 JZ1956                         *CURRENT SURVEY CONTROL
 JZ1956  ___________________________________________________________________
 JZ1956* NAD 83(1986)-  39 29 57.     (N)    085 17 21.     (W)     SCALED    
 JZ1956* NAVD 88     -       317.431  (meters)    1041.44   (feet)  ADJUSTED  
 JZ1956  ___________________________________________________________________
 JZ1956  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ1956  DYNAMIC HT  -         317.236 (meters)    1040.80  (feet)  COMP
 JZ1956  MODELED GRAV-     980,002.9   (mgal)                       NAVD 88
 JZ1956
 JZ1956  VERT ORDER  -  SECOND    CLASS 0
 JZ1956
 JZ1956.The horizontal coordinates were scaled from a topographic map and have
 JZ1956.an estimated accuracy of +/- 6 seconds.
 JZ1956
 JZ1956.The orthometric height was determined by differential leveling
 JZ1956.and adjusted by the National Geodetic Survey in June 1991..
 JZ1956
 JZ1956.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1956.See file dsdata.txt to determine how the superseded data were derived.
 JZ1956
 JZ1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ471735(NAD 83)
 JZ1956_MARKER: DB = BENCH MARK DISK
 JZ1956_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1956_SP_SET: CULVERT
 JZ1956_STAMPING: A 260 1947
 JZ1956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1770 ***********************************************************************
 JZ1770  DESIGNATION -  A 262
 JZ1770  PID         -  JZ1770
 JZ1770  STATE/COUNTY-  IN/FRANKLIN
 JZ1770  USGS QUAD   -  ALPINE (1994)
 JZ1770
 JZ1770                         *CURRENT SURVEY CONTROL
 JZ1770  ___________________________________________________________________
 JZ1770* NAD 83(1986)-  39 30 10.     (N)    085 11 18.     (W)     SCALED    
 JZ1770* NAVD 88     -       225.068  (meters)     738.41   (feet)  ADJUSTED  
 JZ1770  ___________________________________________________________________
 JZ1770  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ1770  DYNAMIC HT  -         224.930 (meters)     737.96  (feet)  COMP
 JZ1770  MODELED GRAV-     980,007.8   (mgal)                       NAVD 88
 JZ1770
 JZ1770  VERT ORDER  -  SECOND    CLASS 0
 JZ1770
 JZ1770.The horizontal coordinates were scaled from a topographic map and have
 JZ1770.an estimated accuracy of +/- 6 seconds.
 JZ1770
 JZ1770.The orthometric height was determined by differential leveling
 JZ1770.and adjusted by the National Geodetic Survey in June 1991..
 JZ1770
 JZ1770.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1770.See file dsdata.txt to determine how the superseded data were derived.
 JZ1770
 JZ1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ557741(NAD 83)
 JZ1770_MARKER: DB = BENCH MARK DISK
 JZ1770_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1770_SP_SET: FOUNDATION
 JZ1770_STAMPING: A 262 1947
 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 = OCTOBER  6, 2006
 JZ1798 ***********************************************************************
 JZ1798  DESIGNATION -  A 263
 JZ1798  PID         -  JZ1798
 JZ1798  STATE/COUNTY-  IN/FRANKLIN
 JZ1798  USGS QUAD   -  EVERTON (1993)
 JZ1798
 JZ1798                         *CURRENT SURVEY CONTROL
 JZ1798  ___________________________________________________________________
 JZ1798* NAD 83(1986)-  39 31 31.     (N)    085 04 22.     (W)     SCALED    
 JZ1798* NAVD 88     -       272.974  (meters)     895.58   (feet)  ADJUSTED  
 JZ1798  ___________________________________________________________________
 JZ1798  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ1798  DYNAMIC HT  -         272.806 (meters)     895.03  (feet)  COMP
 JZ1798  MODELED GRAV-     980,004.9   (mgal)                       NAVD 88
 JZ1798
 JZ1798  VERT ORDER  -  SECOND    CLASS 0
 JZ1798
 JZ1798.The horizontal coordinates were scaled from a topographic map and have
 JZ1798.an estimated accuracy of +/- 6 seconds.
 JZ1798
 JZ1798.The orthometric height was determined by differential leveling
 JZ1798.and adjusted by the National Geodetic Survey in June 1991..
 JZ1798
 JZ1798.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1798.See file dsdata.txt to determine how the superseded data were derived.
 JZ1798
 JZ1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ656768(NAD 83)
 JZ1798_MARKER: DB = BENCH MARK DISK
 JZ1798_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1798_SP_SET: BRIDGE
 JZ1798_STAMPING: A 263 1947
 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 = OCTOBER  6, 2006
 JZ0588 ***********************************************************************
 JZ0588  DESIGNATION -  A 264
 JZ0588  PID         -  JZ0588
 JZ0588  STATE/COUNTY-  IN/DEARBORN
 JZ0588  USGS QUAD   -  CEDAR GROVE (1994)
 JZ0588
 JZ0588                         *CURRENT SURVEY CONTROL
 JZ0588  ___________________________________________________________________
 JZ0588* NAD 83(1986)-  39 17 07.     (N)    084 58 07.     (W)     SCALED    
 JZ0588* NAVD 88     -       311.534  (meters)    1022.09   (feet)  ADJUSTED  
 JZ0588  ___________________________________________________________________
 JZ0588  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JZ0588  DYNAMIC HT  -         311.341 (meters)    1021.46  (feet)  COMP
 JZ0588  MODELED GRAV-     979,999.8   (mgal)                       NAVD 88
 JZ0588
 JZ0588  VERT ORDER  -  SECOND    CLASS 0
 JZ0588
 JZ0588.The horizontal coordinates were scaled from a topographic map and have
 JZ0588.an estimated accuracy of +/- 6 seconds.
 JZ0588
 JZ0588.The orthometric height was determined by differential leveling
 JZ0588.and adjusted by the National Geodetic Survey in June 1991..
 JZ0588
 JZ0588.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0588.See file dsdata.txt to determine how the superseded data were derived.
 JZ0588
 JZ0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ752504(NAD 83)
 JZ0588_MARKER: DB = BENCH MARK DISK
 JZ0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0588_STAMPING: A 264 1947
 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 = OCTOBER  6, 2006
 JZ2029 ***********************************************************************
 JZ2029  DESIGNATION -  A 265
 JZ2029  PID         -  JZ2029
 JZ2029  STATE/COUNTY-  IN/FRANKLIN
 JZ2029  USGS QUAD   -  SPADES (1993)
 JZ2029
 JZ2029                         *CURRENT SURVEY CONTROL
 JZ2029  ___________________________________________________________________
 JZ2029* NAD 83(1986)-  39 21 31.     (N)    085 04 17.     (W)     SCALED    
 JZ2029* NAVD 88     -       298.899  (meters)     980.64   (feet)  ADJUSTED  
 JZ2029  ___________________________________________________________________
 JZ2029  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JZ2029  DYNAMIC HT  -         298.713 (meters)     980.03  (feet)  COMP
 JZ2029  MODELED GRAV-     979,997.0   (mgal)                       NAVD 88
 JZ2029
 JZ2029  VERT ORDER  -  SECOND    CLASS 0
 JZ2029
 JZ2029.The horizontal coordinates were scaled from a topographic map and have
 JZ2029.an estimated accuracy of +/- 6 seconds.
 JZ2029
 JZ2029.The orthometric height was determined by differential leveling
 JZ2029.and adjusted by the National Geodetic Survey in June 1991..
 JZ2029
 JZ2029.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2029.See file dsdata.txt to determine how the superseded data were derived.
 JZ2029
 JZ2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ661583(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2029
 JZ2029  HISTORY     - Date     Condition        Report By
 JZ2029  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0180 ***********************************************************************
 KA0180  DESIGNATION -  A 266
 KA0180  PID         -  KA0180
 KA0180  STATE/COUNTY-  IN/MARION
 KA0180  USGS QUAD   -  INDIANAPOLIS EAST (1980)
 KA0180
 KA0180                         *CURRENT SURVEY CONTROL
 KA0180  ___________________________________________________________________
 KA0180* NAD 83(1986)-  39 45 16.     (N)    086 07 15.     (W)     SCALED    
 KA0180* NAVD 88     -       230.682  (meters)     756.83   (feet)  POSTED    
 KA0180  ___________________________________________________________________
 KA0180  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KA0180  DYNAMIC HT  -         230.550 (meters)     756.40  (feet)  COMP
 KA0180  MODELED GRAV-     980,063.1   (mgal)                       NAVD 88
 KA0180
 KA0180  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KA0180
 KA0180.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KA0180.rate of 0.0 thru 1.0 mm/km.
 KA0180
 KA0180.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0180.See file dsdata.txt to determine how the superseded data were derived.
 KA0180
 KA0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK753008(NAD 83)
 KA0180_MARKER: DB = BENCH MARK DISK
 KA0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0180_STAMPING: A 266 1947
 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 = OCTOBER  6, 2006
 JZ2242 ***********************************************************************
 JZ2242  DESIGNATION -  A 267
 JZ2242  PID         -  JZ2242
 JZ2242  STATE/COUNTY-  IN/DECATUR
 JZ2242  USGS QUAD   -  HARTSVILLE (1993)
 JZ2242
 JZ2242                         *CURRENT SURVEY CONTROL
 JZ2242  ___________________________________________________________________
 JZ2242* NAD 83(1986)-  39 15 56.     (N)    085 37 37.     (W)     SCALED    
 JZ2242* NAVD 88     -       249.929  (meters)     819.98   (feet)  ADJUSTED  
 JZ2242  ___________________________________________________________________
 JZ2242  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ2242  DYNAMIC HT  -         249.773 (meters)     819.46  (feet)  COMP
 JZ2242  MODELED GRAV-     979,997.9   (mgal)                       NAVD 88
 JZ2242
 JZ2242  VERT ORDER  -  SECOND    CLASS 0
 JZ2242
 JZ2242.The horizontal coordinates were scaled from a topographic map and have
 JZ2242.an estimated accuracy of +/- 6 seconds.
 JZ2242
 JZ2242.The orthometric height was determined by differential leveling
 JZ2242.and adjusted by the National Geodetic Survey in June 1991..
 JZ2242
 JZ2242.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2242.See file dsdata.txt to determine how the superseded data were derived.
 JZ2242
 JZ2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ184471(NAD 83)
 JZ2242_MARKER: DB = BENCH MARK DISK
 JZ2242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2242_STAMPING: A 267 1947
 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 = OCTOBER  6, 2006
 JZ2234 ***********************************************************************
 JZ2234  DESIGNATION -  A 268
 JZ2234  PID         -  JZ2234
 JZ2234  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2234  USGS QUAD   -  HARTSVILLE (1993)
 JZ2234
 JZ2234                         *CURRENT SURVEY CONTROL
 JZ2234  ___________________________________________________________________
 JZ2234* NAD 83(1986)-  39 15 24.     (N)    085 42 33.     (W)     SCALED    
 JZ2234* NAVD 88     -       208.587  (meters)     684.34   (feet)  ADJUSTED  
 JZ2234  ___________________________________________________________________
 JZ2234  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ2234  DYNAMIC HT  -         208.458 (meters)     683.92  (feet)  COMP
 JZ2234  MODELED GRAV-     980,002.9   (mgal)                       NAVD 88
 JZ2234
 JZ2234  VERT ORDER  -  SECOND    CLASS 0
 JZ2234
 JZ2234.The horizontal coordinates were scaled from a topographic map and have
 JZ2234.an estimated accuracy of +/- 6 seconds.
 JZ2234
 JZ2234.The orthometric height was determined by differential leveling
 JZ2234.and adjusted by the National Geodetic Survey in June 1991..
 JZ2234
 JZ2234.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2234.See file dsdata.txt to determine how the superseded data were derived.
 JZ2234
 JZ2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ113460(NAD 83)
 JZ2234_MARKER: DB = BENCH MARK DISK
 JZ2234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2234_SP_SET: CULVERT
 JZ2234_STAMPING: A 268 1947
 JZ2234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2234
 JZ2234  HISTORY     - Date     Condition        Report By
 JZ2234  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2341 ***********************************************************************
 JZ2341  DESIGNATION -  A 269
 JZ2341  PID         -  JZ2341
 JZ2341  STATE/COUNTY-  IN/SHELBY
 JZ2341  USGS QUAD   -  SHELBYVILLE (1994)
 JZ2341
 JZ2341                         *CURRENT SURVEY CONTROL
 JZ2341  ___________________________________________________________________
 JZ2341* NAD 83(1986)-  39 33 26.     (N)    085 49 05.     (W)     SCALED    
 JZ2341* NAVD 88     -       234.251  (meters)     768.54   (feet)  ADJUSTED  
 JZ2341  ___________________________________________________________________
 JZ2341  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JZ2341  DYNAMIC HT  -         234.115 (meters)     768.09  (feet)  COMP
 JZ2341  MODELED GRAV-     980,040.5   (mgal)                       NAVD 88
 JZ2341
 JZ2341  VERT ORDER  -  FIRST     CLASS II
 JZ2341
 JZ2341.The horizontal coordinates were scaled from a topographic map and have
 JZ2341.an estimated accuracy of +/- 6 seconds.
 JZ2341
 JZ2341.The orthometric height was determined by differential leveling
 JZ2341.and adjusted by the National Geodetic Survey in June 1991..
 JZ2341
 JZ2341.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2341.See file dsdata.txt to determine how the superseded data were derived.
 JZ2341
 JZ2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ015792(NAD 83)
 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
 JZ2341  HISTORY     - Date     Condition        Report By
 JZ2341  HISTORY     - 1947     MONUMENTED       CGS
 JZ2341  HISTORY     - 1986     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0417 ***********************************************************************
 LB0417  DESIGNATION -  A 27
 LB0417  PID         -  LB0417
 LB0417  STATE/COUNTY-  IN/HOWARD
 LB0417  USGS QUAD   -  KOKOMO EAST (1994)
 LB0417
 LB0417                         *CURRENT SURVEY CONTROL
 LB0417  ___________________________________________________________________
 LB0417* NAD 83(1986)-  40 29 32.     (N)    086 00 06.     (W)     SCALED    
 LB0417* NAVD 88     -       253.425  (meters)     831.45   (feet)  ADJUSTED  
 LB0417  ___________________________________________________________________
 LB0417  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 LB0417  DYNAMIC HT  -         253.294 (meters)     831.02  (feet)  COMP
 LB0417  MODELED GRAV-     980,103.2   (mgal)                       NAVD 88
 LB0417
 LB0417  VERT ORDER  -  SECOND    CLASS 0
 LB0417
 LB0417.The horizontal coordinates were scaled from a topographic map and have
 LB0417.an estimated accuracy of +/- 6 seconds.
 LB0417
 LB0417.The orthometric height was determined by differential leveling
 LB0417.and adjusted by the National Geodetic Survey in June 1991..
 LB0417.WARNING-Repeat measurements at this control monument indicate possible
 LB0417.vertical movement.
 LB0417
 LB0417.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0417.See file dsdata.txt to determine how the superseded data were derived.
 LB0417
 LB0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK846828(NAD 83)
 LB0417_MARKER: DB = BENCH MARK DISK
 LB0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0417_STAMPING: A 27 1934
 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             NGS
 LB0417  HISTORY     - 1960     POOR             USGS
 LB0417
 LB0417                          STATION DESCRIPTION
 LB0417
 LB0417'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2171 ***********************************************************************
 JZ2171  DESIGNATION -  A 270
 JZ2171  PID         -  JZ2171
 JZ2171  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2171  USGS QUAD   -  GRAMMER (1993)
 JZ2171
 JZ2171                         *CURRENT SURVEY CONTROL
 JZ2171  ___________________________________________________________________
 JZ2171* NAD 83(1986)-  39 12 37.     (N)    085 44 36.     (W)     SCALED    
 JZ2171* NAVD 88     -       216.019  (meters)     708.72   (feet)  ADJUSTED  
 JZ2171  ___________________________________________________________________
 JZ2171  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ2171  DYNAMIC HT  -         215.885 (meters)     708.28  (feet)  COMP
 JZ2171  MODELED GRAV-     980,002.5   (mgal)                       NAVD 88
 JZ2171
 JZ2171  VERT ORDER  -  SECOND    CLASS 0
 JZ2171
 JZ2171.The horizontal coordinates were scaled from a topographic map and have
 JZ2171.an estimated accuracy of +/- 6 seconds.
 JZ2171
 JZ2171.The orthometric height was determined by differential leveling
 JZ2171.and adjusted by the National Geodetic Survey in June 1991..
 JZ2171
 JZ2171.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2171.See file dsdata.txt to determine how the superseded data were derived.
 JZ2171
 JZ2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ084408(NAD 83)
 JZ2171_MARKER: DB = BENCH MARK DISK
 JZ2171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2171_SP_SET: CULVERT
 JZ2171_STAMPING: A 270 1947
 JZ2171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ2084 ***********************************************************************
 JZ2084  DESIGNATION -  A 271
 JZ2084  PID         -  JZ2084
 JZ2084  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2084  USGS QUAD   -  COLUMBUS (1993)
 JZ2084
 JZ2084                         *CURRENT SURVEY CONTROL
 JZ2084  ___________________________________________________________________
 JZ2084* NAD 83(1986)-  39 14 45.     (N)    085 53 41.     (W)     SCALED    
 JZ2084* NAVD 88     -       196.638  (meters)     645.14   (feet)  ADJUSTED  
 JZ2084  ___________________________________________________________________
 JZ2084  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JZ2084  DYNAMIC HT  -         196.518 (meters)     644.74  (feet)  COMP
 JZ2084  MODELED GRAV-     980,011.1   (mgal)                       NAVD 88
 JZ2084
 JZ2084  VERT ORDER  -  SECOND    CLASS 0
 JZ2084
 JZ2084.This mark is at Columbus Airport (BAK)
 JZ2084
 JZ2084.The horizontal coordinates were scaled from a topographic map and have
 JZ2084.an estimated accuracy of +/- 6 seconds.
 JZ2084
 JZ2084.The orthometric height was determined by differential leveling
 JZ2084.and adjusted by the National Geodetic Survey in June 1991..
 JZ2084
 JZ2084.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 JZ2084;SPC IN E     -   443,810.       80,310.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2084.See file dsdata.txt to determine how the superseded data were derived.
 JZ2084
 JZ2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ953446(NAD 83)
 JZ2084_MARKER: DB = BENCH MARK DISK
 JZ2084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2084_STAMPING: A 271 1947
 JZ2084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2084+STABILITY: SURFACE MOTION
 JZ2084
 JZ2084  HISTORY     - Date     Condition        Report By
 JZ2084  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2196 ***********************************************************************
 JZ2196  DESIGNATION -  A 272
 JZ2196  PID         -  JZ2196
 JZ2196  STATE/COUNTY-  IN/DECATUR
 JZ2196  USGS QUAD   -  WESTPORT (1994)
 JZ2196
 JZ2196                         *CURRENT SURVEY CONTROL
 JZ2196  ___________________________________________________________________
 JZ2196* NAD 83(1986)-  39 08 46.     (N)    085 35 26.     (W)     SCALED    
 JZ2196* NAVD 88     -       235.900  (meters)     773.95   (feet)  ADJUSTED  
 JZ2196  ___________________________________________________________________
 JZ2196  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ2196  DYNAMIC HT  -         235.750 (meters)     773.46  (feet)  COMP
 JZ2196  MODELED GRAV-     979,985.4   (mgal)                       NAVD 88
 JZ2196
 JZ2196  VERT ORDER  -  SECOND    CLASS 0
 JZ2196
 JZ2196.The horizontal coordinates were scaled from a topographic map and have
 JZ2196.an estimated accuracy of +/- 6 seconds.
 JZ2196
 JZ2196.The orthometric height was determined by differential leveling
 JZ2196.and adjusted by the National Geodetic Survey in June 1991..
 JZ2196
 JZ2196.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2196.See file dsdata.txt to determine how the superseded data were derived.
 JZ2196
 JZ2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ217339(NAD 83)
 JZ2196_MARKER: DB = BENCH MARK DISK
 JZ2196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2196_SP_SET: CULVERT
 JZ2196_STAMPING: A 272 1947
 JZ2196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1807 ***********************************************************************
 JZ1807  DESIGNATION -  A 273
 JZ1807  PID         -  JZ1807
 JZ1807  STATE/COUNTY-  IN/DEARBORN
 JZ1807  USGS QUAD   -  SUNMAN (1994)
 JZ1807
 JZ1807                         *CURRENT SURVEY CONTROL
 JZ1807  ___________________________________________________________________
 JZ1807* NAD 83(1986)-  39 11 43.     (N)    085 00 22.     (W)     SCALED    
 JZ1807* NAVD 88     -       236.186  (meters)     774.89   (feet)  ADJUSTED  
 JZ1807  ___________________________________________________________________
 JZ1807  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ1807  DYNAMIC HT  -         236.038 (meters)     774.40  (feet)  COMP
 JZ1807  MODELED GRAV-     979,994.5   (mgal)                       NAVD 88
 JZ1807
 JZ1807  VERT ORDER  -  FIRST     CLASS II
 JZ1807
 JZ1807.The horizontal coordinates were scaled from a topographic map and have
 JZ1807.an estimated accuracy of +/- 6 seconds.
 JZ1807
 JZ1807.The orthometric height was determined by differential leveling
 JZ1807.and adjusted by the National Geodetic Survey in June 1991..
 JZ1807
 JZ1807.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1807.See file dsdata.txt to determine how the superseded data were derived.
 JZ1807
 JZ1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ721403(NAD 83)
 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_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 = OCTOBER  6, 2006
 JZ1808 ***********************************************************************
 JZ1808  DESIGNATION -  A 273 RESET
 JZ1808  PID         -  JZ1808
 JZ1808  STATE/COUNTY-  IN/DEARBORN
 JZ1808  USGS QUAD   -  SUNMAN (1994)
 JZ1808
 JZ1808                         *CURRENT SURVEY CONTROL
 JZ1808  ___________________________________________________________________
 JZ1808* NAD 83(1986)-  39 11 42.     (N)    085 00 22.     (W)     SCALED    
 JZ1808* NAVD 88     -       237.65   (meters)     779.7    (feet)  RESET     
 JZ1808  ___________________________________________________________________
 JZ1808  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ1808
 JZ1808  VERT ORDER  -  THIRD
 JZ1808
 JZ1808.The horizontal coordinates were scaled from a topographic map and have
 JZ1808.an estimated accuracy of +/- 6 seconds.
 JZ1808
 JZ1808.The orthometric height was computed from unverified reset data.
 JZ1808
 JZ1808.The geoid height was determined by GEOID03.
 JZ1808
 JZ1808;                    North         East    Units  Estimated Accuracy
 JZ1808;SPC IN E     -   438,350.      157,060.      MT  (+/- 180 meters Scaled)
 JZ1808
 JZ1808                          SUPERSEDED SURVEY CONTROL
 JZ1808
 JZ1808.No superseded survey control is available for this station.
 JZ1808
 JZ1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ721403(NAD 83)
 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_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 = OCTOBER  6, 2006
 JZ0925 ***********************************************************************
 JZ0925  DESIGNATION -  A 274
 JZ0925  PID         -  JZ0925
 JZ0925  STATE/COUNTY-  IN/FRANKLIN
 JZ0925  USGS QUAD   -  CEDAR GROVE (1994)
 JZ0925
 JZ0925                         *CURRENT SURVEY CONTROL
 JZ0925  ___________________________________________________________________
 JZ0925* NAD 83(1986)-  39 19 26.     (N)    084 56 16.     (W)     SCALED    
 JZ0925* NAVD 88     -       301.991  (meters)     990.78   (feet)  ADJUSTED  
 JZ0925  ___________________________________________________________________
 JZ0925  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JZ0925  DYNAMIC HT  -         301.807 (meters)     990.18  (feet)  COMP
 JZ0925  MODELED GRAV-     980,006.8   (mgal)                       NAVD 88
 JZ0925
 JZ0925  VERT ORDER  -  SECOND    CLASS 0
 JZ0925
 JZ0925.The horizontal coordinates were scaled from a topographic map and have
 JZ0925.an estimated accuracy of +/- 6 seconds.
 JZ0925
 JZ0925.The orthometric height was determined by differential leveling
 JZ0925.and adjusted by the National Geodetic Survey in June 1991..
 JZ0925
 JZ0925.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0925.See file dsdata.txt to determine how the superseded data were derived.
 JZ0925
 JZ0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ777547(NAD 83)
 JZ0925_MARKER: DB = BENCH MARK DISK
 JZ0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0925_STAMPING: A 274 1947
 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 = OCTOBER  6, 2006
 JA0328 ***********************************************************************
 JA0328  DESIGNATION -  A 275
 JA0328  PID         -  JA0328
 JA0328  STATE/COUNTY-  IN/CRAWFORD
 JA0328  USGS QUAD   -  LEAVENWORTH (1980)
 JA0328
 JA0328                         *CURRENT SURVEY CONTROL
 JA0328  ___________________________________________________________________
 JA0328* NAD 83(1986)-  38 11 14.     (N)    086 19 44.     (W)     SCALED    
 JA0328* NAVD 88     -       138.320  (meters)     453.80   (feet)  ADJUSTED  
 JA0328  ___________________________________________________________________
 JA0328  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JA0328  DYNAMIC HT  -         138.222 (meters)     453.48  (feet)  COMP
 JA0328  MODELED GRAV-     979,918.1   (mgal)                       NAVD 88
 JA0328
 JA0328  VERT ORDER  -  FIRST     CLASS II
 JA0328
 JA0328.The horizontal coordinates were scaled from a topographic map and have
 JA0328.an estimated accuracy of +/- 6 seconds.
 JA0328
 JA0328.The orthometric height was determined by differential leveling
 JA0328.and adjusted by the National Geodetic Survey in June 1991..
 JA0328
 JA0328.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0328.See file dsdata.txt to determine how the superseded data were derived.
 JA0328
 JA0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH587268(NAD 83)
 JA0328_MARKER: DB = BENCH MARK DISK
 JA0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0328_STAMPING: A 275 1953
 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             NGS
 JA0328
 JA0328                          STATION DESCRIPTION
 JA0328
 JA0328'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2396 ***********************************************************************
 JZ2396  DESIGNATION -  A 276
 JZ2396  PID         -  JZ2396
 JZ2396  STATE/COUNTY-  IN/HENRY
 JZ2396  USGS QUAD   -  KNIGHTSTOWN (1981)
 JZ2396
 JZ2396                         *CURRENT SURVEY CONTROL
 JZ2396  ___________________________________________________________________
 JZ2396* NAD 83(1986)-  39 51 59.     (N)    085 33 49.     (W)     SCALED    
 JZ2396* NAVD 88     -       310.128  (meters)    1017.48   (feet)  ADJUSTED  
 JZ2396  ___________________________________________________________________
 JZ2396  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JZ2396  DYNAMIC HT  -         309.953 (meters)    1016.90  (feet)  COMP
 JZ2396  MODELED GRAV-     980,053.4   (mgal)                       NAVD 88
 JZ2396
 JZ2396  VERT ORDER  -  SECOND    CLASS 0
 JZ2396
 JZ2396.The horizontal coordinates were scaled from a topographic map and have
 JZ2396.an estimated accuracy of +/- 6 seconds.
 JZ2396
 JZ2396.The orthometric height was determined by differential leveling
 JZ2396.and adjusted by the National Geodetic Survey in June 1991..
 JZ2396
 JZ2396.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2396.See file dsdata.txt to determine how the superseded data were derived.
 JZ2396
 JZ2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK228139(NAD 83)
 JZ2396_MARKER: DB = BENCH MARK DISK
 JZ2396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2396_STAMPING: A 276 1947
 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 = OCTOBER  6, 2006
 JZ1460 ***********************************************************************
 JZ1460  DESIGNATION -  A 277
 JZ1460  PID         -  JZ1460
 JZ1460  STATE/COUNTY-  IN/WAYNE
 JZ1460  USGS QUAD   -  RICHMOND (1981)
 JZ1460
 JZ1460                         *CURRENT SURVEY CONTROL
 JZ1460  ___________________________________________________________________
 JZ1460* NAD 83(1986)-  39 46 41.     (N)    084 53 24.     (W)     SCALED    
 JZ1460* NAVD 88     -       291.971  (meters)     957.91   (feet)  ADJUSTED  
 JZ1460  ___________________________________________________________________
 JZ1460  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 JZ1460  DYNAMIC HT  -         291.801 (meters)     957.35  (feet)  COMP
 JZ1460  MODELED GRAV-     980,035.5   (mgal)                       NAVD 88
 JZ1460
 JZ1460  VERT ORDER  -  SECOND    CLASS 0
 JZ1460
 JZ1460.The horizontal coordinates were scaled from a topographic map and have
 JZ1460.an estimated accuracy of +/- 6 seconds.
 JZ1460
 JZ1460.The orthometric height was determined by differential leveling
 JZ1460.and adjusted by the National Geodetic Survey in June 1991..
 JZ1460
 JZ1460.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1460.See file dsdata.txt to determine how the superseded data were derived.
 JZ1460
 JZ1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK806052(NAD 83)
 JZ1460_MARKER: DB = BENCH MARK DISK
 JZ1460_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1460_SP_SET: ABUTMENT
 JZ1460_STAMPING: A 277 1947
 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 = OCTOBER  6, 2006
 HZ1366 ***********************************************************************
 HZ1366  DESIGNATION -  A 278
 HZ1366  PID         -  HZ1366
 HZ1366  STATE/COUNTY-  IN/CLARK
 HZ1366  USGS QUAD   -  NEW ALBANY (1992)
 HZ1366
 HZ1366                         *CURRENT SURVEY CONTROL
 HZ1366  ___________________________________________________________________
 HZ1366* NAD 83(1986)-  38 18 00.     (N)    085 45 12.     (W)     SCALED    
 HZ1366* NAVD 88     -       139.990  (meters)     459.28   (feet)  ADJUSTED  
 HZ1366  ___________________________________________________________________
 HZ1366  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HZ1366  DYNAMIC HT  -         139.896 (meters)     458.98  (feet)  COMP
 HZ1366  MODELED GRAV-     979,955.3   (mgal)                       NAVD 88
 HZ1366
 HZ1366  VERT ORDER  -  SECOND    CLASS 0
 HZ1366
 HZ1366.The horizontal coordinates were scaled from a topographic map and have
 HZ1366.an estimated accuracy of +/- 6 seconds.
 HZ1366
 HZ1366.The orthometric height was determined by differential leveling
 HZ1366.and adjusted by the National Geodetic Survey in June 1991..
 HZ1366
 HZ1366.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ1366
 HZ1366  NGVD 29 (??/??/92)  140.13   (m)          459.7    (f) COMPUTED    2 0
 HZ1366
 HZ1366.Superseded values are not recommended for survey control.
 HZ1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1366.See file dsdata.txt to determine how the superseded data were derived.
 HZ1366
 HZ1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH090398(NAD 83)
 HZ1366_MARKER: DB = BENCH MARK DISK
 HZ1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1366_STAMPING: A 278 1949
 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 = OCTOBER  6, 2006
 HZ1367 ***********************************************************************
 HZ1367  DESIGNATION -  A 278 RESET 1955
 HZ1367  PID         -  HZ1367
 HZ1367  STATE/COUNTY-  IN/CLARK
 HZ1367  USGS QUAD   -  NEW ALBANY (1992)
 HZ1367
 HZ1367                         *CURRENT SURVEY CONTROL
 HZ1367  ___________________________________________________________________
 HZ1367* NAD 83(1986)-  38 18 00.     (N)    085 45 12.     (W)     SCALED    
 HZ1367* NAVD 88     -       139.992  (meters)     459.29   (feet)  ADJUSTED  
 HZ1367  ___________________________________________________________________
 HZ1367  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HZ1367  DYNAMIC HT  -         139.898 (meters)     458.98  (feet)  COMP
 HZ1367  MODELED GRAV-     979,955.3   (mgal)                       NAVD 88
 HZ1367
 HZ1367  VERT ORDER  -  FIRST     CLASS II
 HZ1367
 HZ1367.The horizontal coordinates were scaled from a topographic map and have
 HZ1367.an estimated accuracy of +/- 6 seconds.
 HZ1367
 HZ1367.The orthometric height was determined by differential leveling
 HZ1367.and adjusted by the National Geodetic Survey in June 1991..
 HZ1367
 HZ1367.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1367.See file dsdata.txt to determine how the superseded data were derived.
 HZ1367
 HZ1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH090398(NAD 83)
 HZ1367_MARKER: DB = BENCH MARK DISK
 HZ1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1367_STAMPING: A 278 RESET 1955
 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             NGS
 HZ1367
 HZ1367                          STATION DESCRIPTION
 HZ1367
 HZ1367'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0223 ***********************************************************************
 JA0223  DESIGNATION -  A 279
 JA0223  PID         -  JA0223
 JA0223  STATE/COUNTY-  IN/WASHINGTON
 JA0223  USGS QUAD   -  SALEM (1994)
 JA0223
 JA0223                         *CURRENT SURVEY CONTROL
 JA0223  ___________________________________________________________________
 JA0223* NAD 83(1986)-  38 34 09.     (N)    086 01 53.     (W)     SCALED    
 JA0223* NAVD 88     -       227.463  (meters)     746.27   (feet)  ADJUSTED  
 JA0223  ___________________________________________________________________
 JA0223  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JA0223  DYNAMIC HT  -         227.309 (meters)     745.76  (feet)  COMP
 JA0223  MODELED GRAV-     979,947.6   (mgal)                       NAVD 88
 JA0223
 JA0223  VERT ORDER  -  FIRST     CLASS II
 JA0223
 JA0223.The horizontal coordinates were scaled from a topographic map and have
 JA0223.an estimated accuracy of +/- 6 seconds.
 JA0223
 JA0223.The orthometric height was determined by differential leveling
 JA0223.and adjusted by the National Geodetic Survey in June 1991..
 JA0223
 JA0223.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0223.See file dsdata.txt to determine how the superseded data were derived.
 JA0223
 JA0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH843694(NAD 83)
 JA0223_MARKER: DB = BENCH MARK DISK
 JA0223_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0223_SP_SET: BRIDGE
 JA0223_STAMPING: A 279 1949
 JA0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0223
 JA0223  HISTORY     - Date     Condition        Report By
 JA0223  HISTORY     - 1949     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0222 ***********************************************************************
 LB0222  DESIGNATION -  A 28
 LB0222  PID         -  LB0222
 LB0222  STATE/COUNTY-  IN/MIAMI
 LB0222  USGS QUAD   -  BUNKER HILL (1994)
 LB0222
 LB0222                         *CURRENT SURVEY CONTROL
 LB0222  ___________________________________________________________________
 LB0222* NAD 83(1986)-  40 44 52.     (N)    086 06 12.     (W)     SCALED    
 LB0222* NAVD 88     -       197.228  (meters)     647.07   (feet)  ADJUSTED  
 LB0222  ___________________________________________________________________
 LB0222  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 LB0222  DYNAMIC HT  -         197.134 (meters)     646.76  (feet)  COMP
 LB0222  MODELED GRAV-     980,139.2   (mgal)                       NAVD 88
 LB0222
 LB0222  VERT ORDER  -  SECOND    CLASS 0
 LB0222
 LB0222.The horizontal coordinates were scaled from a topographic map and have
 LB0222.an estimated accuracy of +/- 6 seconds.
 LB0222
 LB0222.The orthometric height was determined by differential leveling
 LB0222.and adjusted by the National Geodetic Survey in June 1991..
 LB0222.WARNING-Repeat measurements at this control monument indicate possible
 LB0222.vertical movement.
 LB0222
 LB0222.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0222.See file dsdata.txt to determine how the superseded data were derived.
 LB0222
 LB0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL756111(NAD 83)
 LB0222_MARKER: DB = BENCH MARK DISK
 LB0222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0222_SP_SET: CONCRETE BASE
 LB0222_STAMPING: A 28 1934
 LB0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0222
 LB0222  HISTORY     - Date     Condition        Report By
 LB0222  HISTORY     - 1934     MONUMENTED       CGS
 LB0222  HISTORY     - 1946     GOOD             NGS
 LB0222  HISTORY     - 1961     GOOD             LOCSUR
 LB0222  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0222  HISTORY     - 20050802 MARK NOT FOUND   BUTLER
 LB0222
 LB0222                          STATION DESCRIPTION
 LB0222
 LB0222'DESCRIBED BY NATIONAL 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 AND 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 = OCTOBER  6, 2006
 JA0801 ***********************************************************************
 JA0801  DESIGNATION -  A 280
 JA0801  PID         -  JA0801
 JA0801  STATE/COUNTY-  IN/GREENE
 JA0801  USGS QUAD   -  OWENSBURG (1978)
 JA0801
 JA0801                         *CURRENT SURVEY CONTROL
 JA0801  ___________________________________________________________________
 JA0801* NAD 83(1986)-  38 55 12.     (N)    086 42 25.     (W)     SCALED    
 JA0801* NAVD 88     -       181.993  (meters)     597.09   (feet)  ADJUSTED  
 JA0801  ___________________________________________________________________
 JA0801  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JA0801  DYNAMIC HT  -         181.878 (meters)     596.71  (feet)  COMP
 JA0801  MODELED GRAV-     979,994.4   (mgal)                       NAVD 88
 JA0801
 JA0801  VERT ORDER  -  FIRST     CLASS II
 JA0801
 JA0801.The horizontal coordinates were scaled from a topographic map and have
 JA0801.an estimated accuracy of +/- 6 seconds.
 JA0801
 JA0801.The orthometric height was determined by differential leveling
 JA0801.and adjusted by the National Geodetic Survey in June 1991..
 JA0801
 JA0801.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0801.See file dsdata.txt to determine how the superseded data were derived.
 JA0801
 JA0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ254079(NAD 83)
 JA0801_MARKER: DB = BENCH MARK DISK
 JA0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0801_STAMPING: A 280 1949
 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 = OCTOBER  6, 2006
 JA0138 ***********************************************************************
 JA0138  DESIGNATION -  A 281
 JA0138  PID         -  JA0138
 JA0138  STATE/COUNTY-  IN/LAWRENCE
 JA0138  USGS QUAD   -  BEDFORD EAST (1978)
 JA0138
 JA0138                         *CURRENT SURVEY CONTROL
 JA0138  ___________________________________________________________________
 JA0138* NAD 83(1986)-  38 52 12.     (N)    086 29 19.     (W)     SCALED    
 JA0138* NAVD 88     -       211.953  (meters)     695.38   (feet)  ADJUSTED  
 JA0138  ___________________________________________________________________
 JA0138  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JA0138  DYNAMIC HT  -         211.821 (meters)     694.95  (feet)  COMP
 JA0138  MODELED GRAV-     980,000.9   (mgal)                       NAVD 88
 JA0138
 JA0138  VERT ORDER  -  FIRST     CLASS II
 JA0138
 JA0138.The horizontal coordinates were scaled from a topographic map and have
 JA0138.an estimated accuracy of +/- 6 seconds.
 JA0138
 JA0138.The orthometric height was determined by differential leveling
 JA0138.and adjusted by the National Geodetic Survey in June 1991..
 JA0138
 JA0138.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0138.See file dsdata.txt to determine how the superseded data were derived.
 JA0138
 JA0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ443024(NAD 83)
 JA0138_MARKER: DB = BENCH MARK DISK
 JA0138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0138_SP_SET: STEP
 JA0138_STAMPING: A 281 1949
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1967
 JA0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0782 ***********************************************************************
 JA0782  DESIGNATION -  A 282
 JA0782  PID         -  JA0782
 JA0782  STATE/COUNTY-  IN/LAWRENCE
 JA0782  USGS QUAD   -  OOLITIC (1978)
 JA0782
 JA0782                         *CURRENT SURVEY CONTROL
 JA0782  ___________________________________________________________________
 JA0782* NAD 83(1986)-  38 53 18.     (N)    086 30 28.     (W)     SCALED    
 JA0782* NAVD 88     -       166.935  (meters)     547.69   (feet)  ADJUSTED  
 JA0782  ___________________________________________________________________
 JA0782  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JA0782  DYNAMIC HT  -         166.832 (meters)     547.35  (feet)  COMP
 JA0782  MODELED GRAV-     980,002.5   (mgal)                       NAVD 88
 JA0782
 JA0782  VERT ORDER  -  FIRST     CLASS II
 JA0782
 JA0782.The horizontal coordinates were scaled from a topographic map and have
 JA0782.an estimated accuracy of +/- 6 seconds.
 JA0782
 JA0782.The orthometric height was determined by differential leveling
 JA0782.and adjusted by the National Geodetic Survey in June 1991..
 JA0782
 JA0782.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0782.See file dsdata.txt to determine how the superseded data were derived.
 JA0782
 JA0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ426045(NAD 83)
 JA0782_MARKER: DB = BENCH MARK DISK
 JA0782_SETTING: 66 = SET IN ROCK OUTCROP
 JA0782_SP_SET: ROCK LEDGE
 JA0782_STAMPING: A 282 1949
 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 = OCTOBER  6, 2006
 JA1219 ***********************************************************************
 JA1219  DESIGNATION -  A 283
 JA1219  PID         -  JA1219
 JA1219  STATE/COUNTY-  IN/POSEY
 JA1219  USGS QUAD   -  SOLITUDE (1981)
 JA1219
 JA1219                         *CURRENT SURVEY CONTROL
 JA1219  ___________________________________________________________________
 JA1219* NAD 83(1986)-  38 07 13.     (N)    087 56 07.     (W)     SCALED    
 JA1219* NAVD 88     -       122.473  (meters)     401.81   (feet)  ADJUSTED  
 JA1219  ___________________________________________________________________
 JA1219  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 JA1219  DYNAMIC HT  -         122.391 (meters)     401.54  (feet)  COMP
 JA1219  MODELED GRAV-     979,953.9   (mgal)                       NAVD 88
 JA1219
 JA1219  VERT ORDER  -  FIRST     CLASS II
 JA1219
 JA1219.The horizontal coordinates were scaled from a topographic map and have
 JA1219.an estimated accuracy of +/- 6 seconds.
 JA1219
 JA1219.The orthometric height was determined by differential leveling
 JA1219.and adjusted by the National Geodetic Survey in June 1991..
 JA1219
 JA1219.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1219.See file dsdata.txt to determine how the superseded data were derived.
 JA1219
 JA1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH180195(NAD 83)
 JA1219_MARKER: DB = BENCH MARK DISK
 JA1219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA1219_SP_SET: CULVERT
 JA1219_STAMPING: A 283 1954
 JA1219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JA1181 ***********************************************************************
 JA1181  DESIGNATION -  A 284
 JA1181  PID         -  JA1181
 JA1181  STATE/COUNTY-  IN/GIBSON
 JA1181  USGS QUAD   -  KEENSBURG (1989)
 JA1181
 JA1181                         *CURRENT SURVEY CONTROL
 JA1181  ___________________________________________________________________
 JA1181* NAD 83(1986)-  38 17 06.     (N)    087 50 01.     (W)     SCALED    
 JA1181* NAVD 88     -       118.979  (meters)     390.35   (feet)  ADJUSTED  
 JA1181  ___________________________________________________________________
 JA1181  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 JA1181  DYNAMIC HT  -         118.901 (meters)     390.09  (feet)  COMP
 JA1181  MODELED GRAV-     979,973.4   (mgal)                       NAVD 88
 JA1181
 JA1181  VERT ORDER  -  FIRST     CLASS II
 JA1181
 JA1181.The horizontal coordinates were scaled from a topographic map and have
 JA1181.an estimated accuracy of +/- 6 seconds.
 JA1181
 JA1181.The orthometric height was determined by differential leveling
 JA1181.and adjusted by the National Geodetic Survey in June 1991..
 JA1181
 JA1181.The geoid height was determined by GEOID03.
 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     -   337,390.      834,360.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1181.See file dsdata.txt to determine how the superseded data were derived.
 JA1181
 JA1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH270377(NAD 83)
 JA1181_MARKER: DB = BENCH MARK DISK
 JA1181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1181_SP_SET: BRIDGE
 JA1181_STAMPING: A 284 1954
 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 = OCTOBER  6, 2006
 JA1354 ***********************************************************************
 JA1354  DESIGNATION -  A 285
 JA1354  PID         -  JA1354
 JA1354  STATE/COUNTY-  IN/KNOX
 JA1354  USGS QUAD   -  ST FRANCISVILLE (1964)
 JA1354
 JA1354                         *CURRENT SURVEY CONTROL
 JA1354  ___________________________________________________________________
 JA1354* NAD 83(1986)-  38 33 11.     (N)    087 37 52.     (W)     SCALED    
 JA1354* NAVD 88     -       121.725  (meters)     399.36   (feet)  ADJUSTED  
 JA1354  ___________________________________________________________________
 JA1354  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JA1354  DYNAMIC HT  -         121.649 (meters)     399.11  (feet)  COMP
 JA1354  MODELED GRAV-     980,003.4   (mgal)                       NAVD 88
 JA1354
 JA1354  VERT ORDER  -  FIRST     CLASS II
 JA1354
 JA1354.The horizontal coordinates were scaled from a topographic map and have
 JA1354.an estimated accuracy of +/- 6 seconds.
 JA1354
 JA1354.The orthometric height was determined by differential leveling
 JA1354.and adjusted by the National Geodetic Survey in June 1991..
 JA1354
 JA1354.The geoid height was determined by GEOID03.
 JA1354
 JA1354.The dynamic height is computed by dividing the NAVD 88
 JA1354.geopotential number by the normal gravity value computed on the
 JA1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1354.degrees latitude (g = 980.6199 gals.).
 JA1354
 JA1354.The modeled gravity was interpolated from observed gravity values.
 JA1354
 JA1354;                    North         East    Units  Estimated Accuracy
 JA1354;SPC IN W     -   367,020.      852,250.      MT  (+/- 180 meters Scaled)
 JA1354
 JA1354                          SUPERSEDED SURVEY CONTROL
 JA1354
 JA1354  NGVD 29 (??/??/92)  121.860  (m)          399.80   (f) ADJ UNCH    1 2
 JA1354
 JA1354.Superseded values are not recommended for survey control.
 JA1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1354.See file dsdata.txt to determine how the superseded data were derived.
 JA1354
 JA1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH450673(NAD 83)
 JA1354_MARKER: DB = BENCH MARK DISK
 JA1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1354_STAMPING: A 285 1954
 JA1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1354+STABILITY: SURFACE MOTION
 JA1354
 JA1354  HISTORY     - Date     Condition        Report By
 JA1354  HISTORY     - 1954     MONUMENTED       CGS
 JA1354
 JA1354                          STATION DESCRIPTION
 JA1354
 JA1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JA1354'1.5 MI S FROM BEAL.
 JA1354'ABOUT 1.5 MILES SOUTH ALONG A BLACK TOP AND GRAVEL ROAD FROM THE
 JA1354'BAPTIST CHURCH AT BEAL, ABOUT 0.5 MILE SOUTH OF PUBLIC SCHOOL
 JA1354'NO. 3 AND SOUTH END OF BLACK TOP ROAD, AT A CROSS ROAD LOCALLY
 JA1354'KNOWN AS TWIN BRIDGES CROSSROAD, 68 FEET SOUTH OF CENTER LINE
 JA1354'OF EAST-WEST ROAD, 27 FEET WEST OF CENTER LINE OF NORTH-SOUTH
 JA1354'ROAD, 75 FEET SOUTHWEST OF CENTER OF INTERSECTION, 50 1/2 FEET
 JA1354'SOUTH-SOUTHEAST OF SOUTH END OF A 30-INCH PIPE CULVERT UNDER ROAD
 JA1354'WEST, 28 FEET SOUTH-SOUTHWEST OF WEST END OF A 60-INCH PIPE
 JA1354'CULVERT UNDER ROAD SOUTH, 4 1/2 FEET SOUTH OF POWER POLE NO. 61 D
 JA1354'60, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 JA1354'FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 JA1354'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1491 ***********************************************************************
 ME1491  DESIGNATION -  A 286
 ME1491  PID         -  ME1491
 ME1491  STATE/COUNTY-  IN/LAKE
 ME1491  USGS QUAD   -  ILLIANA HEIGHTS (1976)
 ME1491
 ME1491                         *CURRENT SURVEY CONTROL
 ME1491  ___________________________________________________________________
 ME1491* NAD 83(1986)-  41 11 20.     (N)    087 30 02.     (W)     SCALED    
 ME1491* NAVD 88     -       191.869  (meters)     629.49   (feet)  ADJUSTED  
 ME1491  ___________________________________________________________________
 ME1491  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 ME1491  DYNAMIC HT  -         191.788 (meters)     629.22  (feet)  COMP
 ME1491  MODELED GRAV-     980,198.9   (mgal)                       NAVD 88
 ME1491
 ME1491  VERT ORDER  -  SECOND    CLASS 0
 ME1491
 ME1491.The horizontal coordinates were scaled from a topographic map and have
 ME1491.an estimated accuracy of +/- 6 seconds.
 ME1491
 ME1491.The orthometric height was determined by differential leveling
 ME1491.and adjusted by the National Geodetic Survey in June 1991..
 ME1491
 ME1491.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1491.See file dsdata.txt to determine how the superseded data were derived.
 ME1491
 ME1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL580598(NAD 83)
 ME1491_MARKER: DB = BENCH MARK DISK
 ME1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1491_STAMPING: A 286 1954
 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 = OCTOBER  6, 2006
 LB1433 ***********************************************************************
 LB1433  DESIGNATION -  A 29
 LB1433  PID         -  LB1433
 LB1433  STATE/COUNTY-  IN/WHITE
 LB1433  USGS QUAD   -  WOLCOTT (1991)
 LB1433
 LB1433                         *CURRENT SURVEY CONTROL
 LB1433  ___________________________________________________________________
 LB1433* NAD 83(1986)-  40 45 33.     (N)    087 04 47.     (W)     SCALED    
 LB1433* NAVD 88     -       222.237  (meters)     729.12   (feet)  ADJUSTED  
 LB1433  ___________________________________________________________________
 LB1433  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 LB1433  DYNAMIC HT  -         222.135 (meters)     728.79  (feet)  COMP
 LB1433  MODELED GRAV-     980,159.1   (mgal)                       NAVD 88
 LB1433
 LB1433  VERT ORDER  -  SECOND    CLASS 0
 LB1433
 LB1433.The horizontal coordinates were scaled from a topographic map and have
 LB1433.an estimated accuracy of +/- 6 seconds.
 LB1433
 LB1433.The orthometric height was determined by differential leveling
 LB1433.and adjusted by the National Geodetic Survey in June 1991..
 LB1433.WARNING-Repeat measurements at this control monument indicate possible
 LB1433.vertical movement.
 LB1433
 LB1433.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB1433
 LB1433  NGVD 29 (??/??/92)  222.317  (m)          729.38   (f) ADJ UNCH    2 0
 LB1433
 LB1433.Superseded values are not recommended for survey control.
 LB1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1433.See file dsdata.txt to determine how the superseded data were derived.
 LB1433
 LB1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL932120(NAD 83)
 LB1433_MARKER: DB = BENCH MARK DISK
 LB1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1433_STAMPING: A 29 1934
 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             NGS
 LB1433
 LB1433                          STATION DESCRIPTION
 LB1433
 LB1433'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1014 ***********************************************************************
 ME1014  DESIGNATION -  A 291
 ME1014  PID         -  ME1014
 ME1014  STATE/COUNTY-  IN/LAKE
 ME1014  USGS QUAD   -  HIGHLAND (1991)
 ME1014
 ME1014                         *CURRENT SURVEY CONTROL
 ME1014  ___________________________________________________________________
 ME1014* NAD 83(1986)-  41 37 07.     (N)    087 24 37.     (W)     SCALED    
 ME1014* NAVD 88     -       179.911  (meters)     590.26   (feet)  ADJUSTED  
 ME1014  ___________________________________________________________________
 ME1014  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 ME1014  DYNAMIC HT  -         179.845 (meters)     590.04  (feet)  COMP
 ME1014  MODELED GRAV-     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 topographic map and have
 ME1014.an estimated accuracy of +/- 6 seconds.
 ME1014
 ME1014.The orthometric height was determined by differential leveling
 ME1014.and adjusted by the National Geodetic Survey in June 1991..
 ME1014
 ME1014.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME1014
 ME1014  NGVD 29 (01/19/93)  180.019  (m)          590.61   (f) ADJUSTED    1 1
 ME1014
 ME1014.Superseded values are not recommended for survey control.
 ME1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1014.See file dsdata.txt to determine how the superseded data were derived.
 ME1014
 ME1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM658075(NAD 83)
 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             NGS
 ME1014  HISTORY     - 1980     GOOD             NGS
 ME1014  HISTORY     - 19920806 GOOD             NGS
 ME1014
 ME1014                          STATION DESCRIPTION
 ME1014
 ME1014'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1309 ***********************************************************************
 JA1309  DESIGNATION -  A 292
 JA1309  PID         -  JA1309
 JA1309  STATE/COUNTY-  IN/KNOX
 JA1309  USGS QUAD   -  RUSSELLVILLE (1977)
 JA1309
 JA1309                         *CURRENT SURVEY CONTROL
 JA1309  ___________________________________________________________________
 JA1309* NAD 83(1986)-  38 49 05.     (N)    087 31 33.     (W)     SCALED    
 JA1309* NAVD 88     -       127.892  (meters)     419.59   (feet)  ADJUSTED  
 JA1309  ___________________________________________________________________
 JA1309  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 JA1309  DYNAMIC HT  -         127.815 (meters)     419.34  (feet)  COMP
 JA1309  MODELED GRAV-     980,020.6   (mgal)                       NAVD 88
 JA1309
 JA1309  VERT ORDER  -  FIRST     CLASS II
 JA1309
 JA1309.The horizontal coordinates were scaled from a topographic map and have
 JA1309.an estimated accuracy of +/- 6 seconds.
 JA1309
 JA1309.The orthometric height was determined by differential leveling
 JA1309.and adjusted by the National Geodetic Survey in June 1991..
 JA1309
 JA1309.The geoid height was determined by GEOID03.
 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     -   396,390.      861,570.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1309.See file dsdata.txt to determine how the superseded data were derived.
 JA1309
 JA1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH543967(NAD 83)
 JA1309_MARKER: DB = BENCH MARK DISK
 JA1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1309_STAMPING: A 292 1956
 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 = OCTOBER  6, 2006
 KA1095 ***********************************************************************
 KA1095  DESIGNATION -  A 293
 KA1095  PID         -  KA1095
 KA1095  STATE/COUNTY-  IN/VIGO
 KA1095  USGS QUAD   -  TERRE HAUTE (1993)
 KA1095
 KA1095                         *CURRENT SURVEY CONTROL
 KA1095  ___________________________________________________________________
 KA1095* NAD 83(1986)-  39 28 25.     (N)    087 24 43.     (W)     SCALED    
 KA1095* NAVD 88     -       150.838  (meters)     494.87   (feet)  ADJUSTED  
 KA1095  ___________________________________________________________________
 KA1095  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KA1095  DYNAMIC HT  -         150.753 (meters)     494.60  (feet)  COMP
 KA1095  MODELED GRAV-     980,058.1   (mgal)                       NAVD 88
 KA1095
 KA1095  VERT ORDER  -  FIRST     CLASS II
 KA1095
 KA1095.The horizontal coordinates were scaled from a topographic map and have
 KA1095.an estimated accuracy of +/- 6 seconds.
 KA1095
 KA1095.The orthometric height was determined by differential leveling
 KA1095.and adjusted by the National Geodetic Survey in June 1991..
 KA1095
 KA1095.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1095.See file dsdata.txt to determine how the superseded data were derived.
 KA1095
 KA1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ645694(NAD 83)
 KA1095_MARKER: DB = BENCH MARK DISK
 KA1095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1095_SP_SET: BUILDING
 KA1095_STAMPING: A 293 1956
 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 = OCTOBER  6, 2006
 KA1110 ***********************************************************************
 KA1110  DESIGNATION -  A 294
 KA1110  PID         -  KA1110
 KA1110  STATE/COUNTY-  IN/VIGO
 KA1110  USGS QUAD   -  TERRE HAUTE (1993)
 KA1110
 KA1110                         *CURRENT SURVEY CONTROL
 KA1110  ___________________________________________________________________
 KA1110* NAD 83(1986)-  39 27 28.     (N)    087 24 58.     (W)     SCALED    
 KA1110* NAVD 88     -       148.619  (meters)     487.59   (feet)  ADJUSTED  
 KA1110  ___________________________________________________________________
 KA1110  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KA1110  DYNAMIC HT  -         148.534 (meters)     487.32  (feet)  COMP
 KA1110  MODELED GRAV-     980,057.2   (mgal)                       NAVD 88
 KA1110
 KA1110  VERT ORDER  -  FIRST     CLASS II
 KA1110
 KA1110.The horizontal coordinates were scaled from a topographic map and have
 KA1110.an estimated accuracy of +/- 6 seconds.
 KA1110
 KA1110.The orthometric height was determined by differential leveling
 KA1110.and adjusted by the National Geodetic Survey in June 1991..
 KA1110
 KA1110.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1110.See file dsdata.txt to determine how the superseded data were derived.
 KA1110
 KA1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ642676(NAD 83)
 KA1110_MARKER: DB = BENCH MARK DISK
 KA1110_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KA1110_SP_SET: 60 FEET
 KA1110_STAMPING: A 294 1956
 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 = OCTOBER  6, 2006
 ME0103 ***********************************************************************
 ME0103  DESIGNATION -  A 295
 ME0103  PID         -  ME0103
 ME0103  STATE/COUNTY-  IN/ST JOSEPH
 ME0103  USGS QUAD   -  SOUTH BEND WEST (1986)
 ME0103
 ME0103                         *CURRENT SURVEY CONTROL
 ME0103  ___________________________________________________________________
 ME0103* NAD 83(1986)-  41 42 03.     (N)    086 18 44.     (W)     SCALED    
 ME0103* NAVD 88     -       233.960  (meters)     767.58   (feet)  ADJUSTED  
 ME0103  ___________________________________________________________________
 ME0103  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 ME0103  DYNAMIC HT  -         233.871 (meters)     767.29  (feet)  COMP
 ME0103  MODELED GRAV-     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 topographic map and have
 ME0103.an estimated accuracy of +/- 6 seconds.
 ME0103
 ME0103.The orthometric height was determined by differential leveling
 ME0103.and adjusted by the National Geodetic Survey in June 1991..
 ME0103
 ME0103.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0103.See file dsdata.txt to determine how the superseded data were derived.
 ME0103
 ME0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM572167(NAD 83)
 ME0103_MARKER: DB = BENCH MARK DISK
 ME0103_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0103_SP_SET: BUILDING
 ME0103_STAMPING: A 295 1958
 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 = OCTOBER  6, 2006
 HA1058 ***********************************************************************
 HA1058  DESIGNATION -  A 296
 HA1058  PID         -  HA1058
 HA1058  STATE/COUNTY-  IN/VANDERBURGH
 HA1058  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1058
 HA1058                         *CURRENT SURVEY CONTROL
 HA1058  ___________________________________________________________________
 HA1058* NAD 83(1986)-  37 58 45.     (N)    087 33 10.     (W)     SCALED    
 HA1058* NAVD 88     -       118.201  (meters)     387.80   (feet)  ADJUSTED  
 HA1058  ___________________________________________________________________
 HA1058  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HA1058  DYNAMIC HT  -         118.120 (meters)     387.53  (feet)  COMP
 HA1058  MODELED GRAV-     979,940.0   (mgal)                       NAVD 88
 HA1058
 HA1058  VERT ORDER  -  FIRST     CLASS II
 HA1058
 HA1058.The horizontal coordinates were scaled from a topographic map and have
 HA1058.an estimated accuracy of +/- 6 seconds.
 HA1058
 HA1058.The orthometric height was determined by differential leveling
 HA1058.and adjusted by the National Geodetic Survey in June 1991..
 HA1058
 HA1058.The geoid height was determined by GEOID03.
 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     -   303,290.      858,760.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1058.See file dsdata.txt to determine how the superseded data were derived.
 HA1058
 HA1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH514036(NAD 83)
 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             NGS
 HA1058  HISTORY     - 1985     GOOD             NGS
 HA1058  HISTORY     - 1987     GOOD             USPSQD
 HA1058  HISTORY     - 19950110 GOOD             USPSQD
 HA1058  HISTORY     - 19981107 GOOD             USPSQD
 HA1058
 HA1058                          STATION DESCRIPTION
 HA1058
 HA1058'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1279 ***********************************************************************
 JA1279  DESIGNATION -  A 3
 JA1279  PID         -  JA1279
 JA1279  STATE/COUNTY-  IN/KNOX
 JA1279  USGS QUAD   -  VINCENNES (1998)
 JA1279
 JA1279                         *CURRENT SURVEY CONTROL
 JA1279  ___________________________________________________________________
 JA1279* NAD 83(1986)-  38 40 35.     (N)    087 31 36.     (W)     SCALED    
 JA1279* NAVD 88     -       131.817  (meters)     432.47   (feet)  ADJUSTED  
 JA1279  ___________________________________________________________________
 JA1279  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 JA1279  DYNAMIC HT  -         131.736 (meters)     432.20  (feet)  COMP
 JA1279  MODELED GRAV-     980,009.9   (mgal)                       NAVD 88
 JA1279
 JA1279  VERT ORDER  -  FIRST     CLASS II
 JA1279
 JA1279.The horizontal coordinates were scaled from a topographic map and have
 JA1279.an estimated accuracy of +/- 6 seconds.
 JA1279
 JA1279.The orthometric height was determined by differential leveling
 JA1279.and adjusted by the National Geodetic Survey in June 1991..
 JA1279
 JA1279.The geoid height was determined by GEOID03.
 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     -   380,670.      861,420.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1279.See file dsdata.txt to determine how the superseded data were derived.
 JA1279
 JA1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH541809(NAD 83)
 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
 JA1279  HISTORY     - Date     Condition        Report By
 JA1279  HISTORY     - UNK      MONUMENTED       CGS
 JA1279  HISTORY     - 1965     GOOD             NGS
 JA1279  HISTORY     - 1986     GOOD             NGS
 JA1279
 JA1279                          STATION DESCRIPTION
 JA1279
 JA1279'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1188 ***********************************************************************
 LB1188  DESIGNATION -  A 30
 LB1188  PID         -  LB1188
 LB1188  STATE/COUNTY-  IN/WHITE
 LB1188  USGS QUAD   -  MONON (1980)
 LB1188
 LB1188                         *CURRENT SURVEY CONTROL
 LB1188  ___________________________________________________________________
 LB1188* NAD 83(1986)-  40 48 50.     (N)    086 52 33.     (W)     SCALED    
 LB1188* NAVD 88     -       208.371  (meters)     683.63   (feet)  ADJUSTED  
 LB1188  ___________________________________________________________________
 LB1188  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 LB1188  DYNAMIC HT  -         208.277 (meters)     683.32  (feet)  COMP
 LB1188  MODELED GRAV-     980,167.7   (mgal)                       NAVD 88
 LB1188
 LB1188  VERT ORDER  -  SECOND    CLASS 0
 LB1188
 LB1188.The horizontal coordinates were scaled from a topographic map and have
 LB1188.an estimated accuracy of +/- 6 seconds.
 LB1188
 LB1188.The orthometric height was determined by differential leveling
 LB1188.and adjusted by the National Geodetic Survey in June 1991..
 LB1188
 LB1188.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1188.See file dsdata.txt to determine how the superseded data were derived.
 LB1188
 LB1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL104181(NAD 83)
 LB1188_MARKER: DB = BENCH MARK DISK
 LB1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1188_STAMPING: A 30 1934
 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 = OCTOBER  6, 2006
 MD0797 ***********************************************************************
 MD0797  DESIGNATION -  A 305
 MD0797  PID         -  MD0797
 MD0797  STATE/COUNTY-  IN/WHITLEY
 MD0797  USGS QUAD   -  ARCOLA (1981)
 MD0797
 MD0797                         *CURRENT SURVEY CONTROL
 MD0797  ___________________________________________________________________
 MD0797* NAD 83(1986)-  41 05 22.     (N)    085 22 26.     (W)     SCALED    
 MD0797* NAVD 88     -       266.663  (meters)     874.88   (feet)  ADJUSTED  
 MD0797  ___________________________________________________________________
 MD0797  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MD0797  DYNAMIC HT  -         266.557 (meters)     874.53  (feet)  COMP
 MD0797  MODELED GRAV-     980,220.7   (mgal)                       NAVD 88
 MD0797
 MD0797  VERT ORDER  -  SECOND    CLASS 0
 MD0797
 MD0797.The horizontal coordinates were scaled from a topographic map and have
 MD0797.an estimated accuracy of +/- 6 seconds.
 MD0797
 MD0797.The orthometric height was determined by differential leveling
 MD0797.and adjusted by the National Geodetic Survey in June 1991..
 MD0797
 MD0797.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0797.See file dsdata.txt to determine how the superseded data were derived.
 MD0797
 MD0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL365499(NAD 83)
 MD0797_MARKER: DB = BENCH MARK DISK
 MD0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0797_STAMPING: A 305 1963
 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 = OCTOBER  6, 2006
 JZ0581 ***********************************************************************
 JZ0581  DESIGNATION -  A 306
 JZ0581  PID         -  JZ0581
 JZ0581  STATE/COUNTY-  IN/DEARBORN
 JZ0581  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ0581
 JZ0581                         *CURRENT SURVEY CONTROL
 JZ0581  ___________________________________________________________________
 JZ0581* NAD 83(1986)-  39 04 32.     (N)    084 52 18.     (W)     SCALED    
 JZ0581* NAVD 88     -       141.888  (meters)     465.51   (feet)  ADJUSTED  
 JZ0581  ___________________________________________________________________
 JZ0581  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JZ0581  DYNAMIC HT  -         141.799 (meters)     465.22  (feet)  COMP
 JZ0581  MODELED GRAV-     979,998.3   (mgal)                       NAVD 88
 JZ0581
 JZ0581  VERT ORDER  -  FIRST     CLASS II
 JZ0581
 JZ0581.The horizontal coordinates were scaled from a topographic map and have
 JZ0581.an estimated accuracy of +/- 6 seconds.
 JZ0581
 JZ0581.The orthometric height was determined by differential leveling
 JZ0581.and adjusted by the National Geodetic Survey in June 1991..
 JZ0581
 JZ0581.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0581.See file dsdata.txt to determine how the superseded data were derived.
 JZ0581
 JZ0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ841273(NAD 83)
 JZ0581_MARKER: DB = BENCH MARK DISK
 JZ0581_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JZ0581_SP_SET: 15 FEET
 JZ0581_STAMPING: A 306 1964
 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 = OCTOBER  6, 2006
 KA0440 ***********************************************************************
 KA0440  DESIGNATION -  A 308
 KA0440  PID         -  KA0440
 KA0440  STATE/COUNTY-  IN/MONROE
 KA0440  USGS QUAD   -  BLOOMINGTON (1990)
 KA0440
 KA0440                         *CURRENT SURVEY CONTROL
 KA0440  ___________________________________________________________________
 KA0440* NAD 83(1986)-  39 10 08.     (N)    086 32 58.     (W)     SCALED    
 KA0440* NAVD 88     -       251.921  (meters)     826.51   (feet)  ADJUSTED  
 KA0440  ___________________________________________________________________
 KA0440  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KA0440  DYNAMIC HT  -         251.767 (meters)     826.01  (feet)  COMP
 KA0440  MODELED GRAV-     980,009.0   (mgal)                       NAVD 88
 KA0440
 KA0440  VERT ORDER  -  SECOND    CLASS 0
 KA0440
 KA0440.The horizontal coordinates were scaled from a topographic map and have
 KA0440.an estimated accuracy of +/- 6 seconds.
 KA0440
 KA0440.The orthometric height was determined by differential leveling
 KA0440.and adjusted by the National Geodetic Survey in June 1991..
 KA0440
 KA0440.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0440.See file dsdata.txt to determine how the superseded data were derived.
 KA0440
 KA0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ389356(NAD 83)
 KA0440_MARKER: DB = BENCH MARK DISK
 KA0440_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0440_SP_SET: BRIDGE
 KA0440_STAMPING: A 308 1964
 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 = OCTOBER  6, 2006
 JA0152 ***********************************************************************
 JA0152  DESIGNATION -  A 309
 JA0152  PID         -  JA0152
 JA0152  STATE/COUNTY-  IN/LAWRENCE
 JA0152  USGS QUAD   -  MITCHELL (1980)
 JA0152
 JA0152                         *CURRENT SURVEY CONTROL
 JA0152  ___________________________________________________________________
 JA0152* NAD 83(1986)-  38 43 25.     (N)    086 28 07.     (W)     SCALED    
 JA0152* NAVD 88     -       214.736  (meters)     704.51   (feet)  ADJUSTED  
 JA0152  ___________________________________________________________________
 JA0152  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JA0152  DYNAMIC HT  -         214.596 (meters)     704.05  (feet)  COMP
 JA0152  MODELED GRAV-     979,972.7   (mgal)                       NAVD 88
 JA0152
 JA0152  VERT ORDER  -  FIRST     CLASS II
 JA0152
 JA0152.The horizontal coordinates were scaled from a topographic map and have
 JA0152.an estimated accuracy of +/- 6 seconds.
 JA0152
 JA0152.The orthometric height was determined by differential leveling
 JA0152.and adjusted by the National Geodetic Survey in June 1991..
 JA0152
 JA0152.The geoid height was determined by GEOID03.
 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     -   385,990.      953,460.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0152.See file dsdata.txt to determine how the superseded data were derived.
 JA0152
 JA0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH461862(NAD 83)
 JA0152_MARKER: DB = BENCH MARK DISK
 JA0152_SETTING: 66 = SET IN ROCK OUTCROP
 JA0152_SP_SET: ROCK OUTCROP
 JA0152_STAMPING: A 309 1965
 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 = OCTOBER  6, 2006
 JA0089 ***********************************************************************
 JA0089  DESIGNATION -  A 310
 JA0089  PID         -  JA0089
 JA0089  STATE/COUNTY-  IN/ORANGE
 JA0089  USGS QUAD   -  PAOLI (1993)
 JA0089
 JA0089                         *CURRENT SURVEY CONTROL
 JA0089  ___________________________________________________________________
 JA0089* NAD 83(1986)-  38 34 44.     (N)    086 27 35.     (W)     SCALED    
 JA0089* NAVD 88     -       240.207  (meters)     788.08   (feet)  ADJUSTED  
 JA0089  ___________________________________________________________________
 JA0089  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JA0089  DYNAMIC HT  -         240.044 (meters)     787.54  (feet)  COMP
 JA0089  MODELED GRAV-     979,941.9   (mgal)                       NAVD 88
 JA0089
 JA0089  VERT ORDER  -  FIRST     CLASS II
 JA0089
 JA0089.The horizontal coordinates were scaled from a topographic map and have
 JA0089.an estimated accuracy of +/- 6 seconds.
 JA0089
 JA0089.The orthometric height was determined by differential leveling
 JA0089.and adjusted by the National Geodetic Survey in June 1991..
 JA0089
 JA0089.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0089.See file dsdata.txt to determine how the superseded data were derived.
 JA0089
 JA0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH470701(NAD 83)
 JA0089_MARKER: DB = BENCH MARK DISK
 JA0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0089_STAMPING: A 310 1965
 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 = OCTOBER  6, 2006
 JA0684 ***********************************************************************
 JA0684  DESIGNATION -  A 311
 JA0684  PID         -  JA0684
 JA0684  STATE/COUNTY-  IN/MARTIN
 JA0684  USGS QUAD   -  SHOALS (1993)
 JA0684
 JA0684                         *CURRENT SURVEY CONTROL
 JA0684  ___________________________________________________________________
 JA0684* NAD 83(1986)-  38 39 52.     (N)    086 45 14.     (W)     SCALED    
 JA0684* NAVD 88     -       145.177  (meters)     476.30   (feet)  ADJUSTED  
 JA0684  ___________________________________________________________________
 JA0684  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 JA0684  DYNAMIC HT  -         145.083 (meters)     475.99  (feet)  COMP
 JA0684  MODELED GRAV-     979,980.1   (mgal)                       NAVD 88
 JA0684
 JA0684  VERT ORDER  -  FIRST     CLASS II
 JA0684
 JA0684.The horizontal coordinates were scaled from a topographic map and have
 JA0684.an estimated accuracy of +/- 6 seconds.
 JA0684
 JA0684.The orthometric height was determined by differential leveling
 JA0684.and adjusted by the National Geodetic Survey in June 1991..
 JA0684
 JA0684.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0684.See file dsdata.txt to determine how the superseded data were derived.
 JA0684
 JA0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH214795(NAD 83)
 JA0684_MARKER: DB = BENCH MARK DISK
 JA0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0684_STAMPING: A 311 1965
 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 = OCTOBER  6, 2006
 JA0838 ***********************************************************************
 JA0838  DESIGNATION -  A 312
 JA0838  PID         -  JA0838
 JA0838  STATE/COUNTY-  IN/DAVIESS
 JA0838  USGS QUAD   -  WASHINGTON (1980)
 JA0838
 JA0838                         *CURRENT SURVEY CONTROL
 JA0838  ___________________________________________________________________
 JA0838* NAD 83(1986)-  38 39 19.     (N)    087 10 04.     (W)     SCALED    
 JA0838* NAVD 88     -       153.298  (meters)     502.95   (feet)  ADJUSTED  
 JA0838  ___________________________________________________________________
 JA0838  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 JA0838  DYNAMIC HT  -         153.201 (meters)     502.63  (feet)  COMP
 JA0838  MODELED GRAV-     979,990.3   (mgal)                       NAVD 88
 JA0838
 JA0838  VERT ORDER  -  FIRST     CLASS II
 JA0838
 JA0838.The horizontal coordinates were scaled from a topographic map and have
 JA0838.an estimated accuracy of +/- 6 seconds.
 JA0838
 JA0838.The orthometric height was determined by differential leveling
 JA0838.and adjusted by the National Geodetic Survey in June 1991..
 JA0838
 JA0838.The geoid height was determined by GEOID03.
 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     -   378,230.      892,650.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0838.See file dsdata.txt to determine how the superseded data were derived.
 JA0838
 JA0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH854785(NAD 83)
 JA0838_MARKER: DB = BENCH MARK DISK
 JA0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0838_STAMPING: A 312 1965
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0422 ***********************************************************************
 JA0422  DESIGNATION -  A 313
 JA0422  PID         -  JA0422
 JA0422  STATE/COUNTY-  IN/CRAWFORD
 JA0422  USGS QUAD   -  BEECHWOOD (1993)
 JA0422
 JA0422                         *CURRENT SURVEY CONTROL
 JA0422  ___________________________________________________________________
 JA0422* NAD 83(1986)-  38 12 28.     (N)    086 25 51.     (W)     SCALED    
 JA0422* NAVD 88     -       190.813  (meters)     626.03   (feet)  ADJUSTED  
 JA0422  ___________________________________________________________________
 JA0422  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JA0422  DYNAMIC HT  -         190.679 (meters)     625.59  (feet)  COMP
 JA0422  MODELED GRAV-     979,921.2   (mgal)                       NAVD 88
 JA0422
 JA0422  VERT ORDER  -  FIRST     CLASS II
 JA0422
 JA0422.The horizontal coordinates were scaled from a topographic map and have
 JA0422.an estimated accuracy of +/- 6 seconds.
 JA0422
 JA0422.The orthometric height was determined by differential leveling
 JA0422.and adjusted by the National Geodetic Survey in June 1991..
 JA0422
 JA0422.The geoid height was determined by GEOID03.
 JA0422
 JA0422.The dynamic height is computed by dividing the NAVD 88
 JA0422.geopotential number by the normal gravity value computed on the
 JA0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0422.degrees latitude (g = 980.6199 gals.).
 JA0422
 JA0422.The modeled gravity was interpolated from observed gravity values.
 JA0422
 JA0422;                    North         East    Units  Estimated Accuracy
 JA0422;SPC IN W     -   328,760.      957,150.      MT  (+/- 180 meters Scaled)
 JA0422
 JA0422                          SUPERSEDED SURVEY CONTROL
 JA0422
 JA0422  NGVD 29 (??/??/92)  190.929  (m)          626.41   (f) ADJ UNCH    1 2
 JA0422
 JA0422.Superseded values are not recommended for survey control.
 JA0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0422.See file dsdata.txt to determine how the superseded data were derived.
 JA0422
 JA0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH498290(NAD 83)
 JA0422_MARKER: DB = BENCH MARK DISK
 JA0422_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0422_SP_SET: 7 FEET
 JA0422_STAMPING: A 313 1965
 JA0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0422
 JA0422  HISTORY     - Date     Condition        Report By
 JA0422  HISTORY     - 1965     MONUMENTED       CGS
 JA0422
 JA0422                          STATION DESCRIPTION
 JA0422
 JA0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0422'2.2 MI E FROM SULPHUR.
 JA0422'2.85 MILES EAST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT
 JA0422'SULPHUR, IN SECTION 32, T 3 S, R 1 E, 38 FEET NORTH OF THE CENTER
 JA0422'LINE OF THE HIGHWAY, 2 1/2 FEET WEST OF A TELEPHONE POLE, 38 FEET
 JA0422'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE NOW OWNED BY MR.
 JA0422'CARL MC ADAMS, 18 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 JA0422'VACANT STORE, 1 FOOT SOUTH OF A FENCE 1.0 FOOT EAST OF A METAL
 JA0422'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 JA0422'SET ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 JA0422'TO A DEPTH OF 7 FEET AND IS ENCASED IN A CONCRETE FILLED, 5-INCH,
 JA0422'CAST IRON PIPE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0842 ***********************************************************************
 JA0842  DESIGNATION -  A 314
 JA0842  PID         -  JA0842
 JA0842  STATE/COUNTY-  IN/DAVIESS
 JA0842  USGS QUAD   -  WASHINGTON (1980)
 JA0842
 JA0842                         *CURRENT SURVEY CONTROL
 JA0842  ___________________________________________________________________
 JA0842* NAD 83(1986)-  38 39 22.     (N)    087 11 23.     (W)     SCALED    
 JA0842* NAVD 88     -       145.620  (meters)     477.75   (feet)  ADJUSTED  
 JA0842  ___________________________________________________________________
 JA0842  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JA0842  DYNAMIC HT  -         145.528 (meters)     477.45  (feet)  COMP
 JA0842  MODELED GRAV-     979,990.8   (mgal)                       NAVD 88
 JA0842
 JA0842  VERT ORDER  -  FIRST     CLASS II
 JA0842
 JA0842.The horizontal coordinates were scaled from a topographic map and have
 JA0842.an estimated accuracy of +/- 6 seconds.
 JA0842
 JA0842.The orthometric height was determined by differential leveling
 JA0842.and adjusted by the National Geodetic Survey in June 1991..
 JA0842.WARNING-Repeat measurements at this control monument indicate possible
 JA0842.vertical movement.
 JA0842
 JA0842.The geoid height was determined by GEOID03.
 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     -   378,330.      890,740.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0842.See file dsdata.txt to determine how the superseded data were derived.
 JA0842
 JA0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH834786(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0968 ***********************************************************************
 JA0968  DESIGNATION -  A 315
 JA0968  PID         -  JA0968
 JA0968  STATE/COUNTY-  IN/DAVIESS
 JA0968  USGS QUAD   -  SANDY HOOK (1980)
 JA0968
 JA0968                         *CURRENT SURVEY CONTROL
 JA0968  ___________________________________________________________________
 JA0968* NAD 83(1986)-  38 37 24.     (N)    087 14 24.     (W)     SCALED    
 JA0968* NAVD 88     -       135.365  (meters)     444.11   (feet)  ADJUSTED  
 JA0968  ___________________________________________________________________
 JA0968  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JA0968  DYNAMIC HT  -         135.278 (meters)     443.82  (feet)  COMP
 JA0968  MODELED GRAV-     979,988.2   (mgal)                       NAVD 88
 JA0968
 JA0968  VERT ORDER  -  FIRST     CLASS II
 JA0968
 JA0968.The horizontal coordinates were scaled from a topographic map and have
 JA0968.an estimated accuracy of +/- 6 seconds.
 JA0968
 JA0968.The orthometric height was determined by differential leveling
 JA0968.and adjusted by the National Geodetic Survey in June 1991..
 JA0968
 JA0968.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0968.See file dsdata.txt to determine how the superseded data were derived.
 JA0968
 JA0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH791750(NAD 83)
 JA0968_MARKER: DB = BENCH MARK DISK
 JA0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0968_STAMPING: A 315 1965
 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 = OCTOBER  6, 2006
 HA1046 ***********************************************************************
 HA1046  DESIGNATION -  A 317
 HA1046  PID         -  HA1046
 HA1046  STATE/COUNTY-  IN/VANDERBURGH
 HA1046  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1046
 HA1046                         *CURRENT SURVEY CONTROL
 HA1046  ___________________________________________________________________
 HA1046* NAD 83(1986)-  37 56 27.     (N)    087 32 54.     (W)     SCALED    
 HA1046* NAVD 88     -       117.724  (meters)     386.23   (feet)  ADJUSTED  
 HA1046  ___________________________________________________________________
 HA1046  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HA1046  DYNAMIC HT  -         117.643 (meters)     385.97  (feet)  COMP
 HA1046  MODELED GRAV-     979,940.6   (mgal)                       NAVD 88
 HA1046
 HA1046  VERT ORDER  -  FIRST     CLASS II
 HA1046
 HA1046.The horizontal coordinates were scaled from a topographic map and have
 HA1046.an estimated accuracy of +/- 6 seconds.
 HA1046
 HA1046.The orthometric height was determined by differential leveling
 HA1046.and adjusted by the National Geodetic Survey in June 1991..
 HA1046
 HA1046.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1046.See file dsdata.txt to determine how the superseded data were derived.
 HA1046
 HA1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG518993(NAD 83)
 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 = OCTOBER  6, 2006
 JA1104 ***********************************************************************
 JA1104  DESIGNATION -  A 318
 JA1104  PID         -  JA1104
 JA1104  STATE/COUNTY-  IN/SPENCER
 JA1104  USGS QUAD   -  CHRISNEY (1988)
 JA1104
 JA1104                         *CURRENT SURVEY CONTROL
 JA1104  ___________________________________________________________________
 JA1104* NAD 83(1986)-  38 00 09.     (N)    087 02 07.     (W)     SCALED    
 JA1104* NAVD 88     -       140.659  (meters)     461.48   (feet)  ADJUSTED  
 JA1104  ___________________________________________________________________
 JA1104  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JA1104  DYNAMIC HT  -         140.566 (meters)     461.17  (feet)  COMP
 JA1104  MODELED GRAV-     979,961.4   (mgal)                       NAVD 88
 JA1104
 JA1104  VERT ORDER  -  FIRST     CLASS II
 JA1104
 JA1104.The horizontal coordinates were scaled from a topographic map and have
 JA1104.an estimated accuracy of +/- 6 seconds.
 JA1104
 JA1104.The orthometric height was determined by differential leveling
 JA1104.and adjusted by the National Geodetic Survey in June 1991..
 JA1104
 JA1104.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1104.See file dsdata.txt to determine how the superseded data were derived.
 JA1104
 JA1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH969060(NAD 83)
 JA1104_MARKER: DB = BENCH MARK DISK
 JA1104_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA1104_SP_SET: 7 FEET
 JA1104_STAMPING: A 318 1965
 JA1104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1104
 JA1104  HISTORY     - Date     Condition        Report By
 JA1104  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0283 ***********************************************************************
 JA0283  DESIGNATION -  A 319
 JA0283  PID         -  JA0283
 JA0283  STATE/COUNTY-  IN/CRAWFORD
 JA0283  USGS QUAD   -  ENGLISH (1993)
 JA0283
 JA0283                         *CURRENT SURVEY CONTROL
 JA0283  ___________________________________________________________________
 JA0283* NAD 83(1986)-  38 20 42.     (N)    086 26 02.     (W)     SCALED    
 JA0283* NAVD 88     -       164.676  (meters)     540.27   (feet)  ADJUSTED  
 JA0283  ___________________________________________________________________
 JA0283  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 JA0283  DYNAMIC HT  -         164.561 (meters)     539.90  (feet)  COMP
 JA0283  MODELED GRAV-     979,927.7   (mgal)                       NAVD 88
 JA0283
 JA0283  VERT ORDER  -  FIRST     CLASS II
 JA0283
 JA0283.The horizontal coordinates were scaled from a topographic map and have
 JA0283.an estimated accuracy of +/- 6 seconds.
 JA0283
 JA0283.The orthometric height was determined by differential leveling
 JA0283.and adjusted by the National Geodetic Survey in June 1991..
 JA0283
 JA0283.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0283.See file dsdata.txt to determine how the superseded data were derived.
 JA0283
 JA0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH494442(NAD 83)
 JA0283_MARKER: DB = BENCH MARK DISK
 JA0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0283_SP_SET: CULVERT
 JA0283_STAMPING: A 319 1965
 JA0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0409 ***********************************************************************
 LB0409  DESIGNATION -  A 32
 LB0409  PID         -  LB0409
 LB0409  STATE/COUNTY-  IN/BOONE
 LB0409  USGS QUAD   -  KIRKLIN (1977)
 LB0409
 LB0409                         *CURRENT SURVEY CONTROL
 LB0409  ___________________________________________________________________
 LB0409* NAD 83(1986)-  40 09 46.     (N)    086 16 52.     (W)     SCALED    
 LB0409* NAVD 88     -       286.864  (meters)     941.15   (feet)  ADJUSTED  
 LB0409  ___________________________________________________________________
 LB0409  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 LB0409  DYNAMIC HT  -         286.706 (meters)     940.63  (feet)  COMP
 LB0409  MODELED GRAV-     980,065.8   (mgal)                       NAVD 88
 LB0409
 LB0409  VERT ORDER  -  SECOND    CLASS 0
 LB0409
 LB0409.The horizontal coordinates were scaled from a topographic map and have
 LB0409.an estimated accuracy of +/- 6 seconds.
 LB0409
 LB0409.The orthometric height was determined by differential leveling
 LB0409.and adjusted by the National Geodetic Survey in June 1991..
 LB0409
 LB0409.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0409.See file dsdata.txt to determine how the superseded data were derived.
 LB0409
 LB0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK612460(NAD 83)
 LB0409_MARKER: DB = BENCH MARK DISK
 LB0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0409_STAMPING: A 32 1934
 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             NGS
 LB0409
 LB0409                          STATION DESCRIPTION
 LB0409
 LB0409'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ0818 ***********************************************************************
 HZ0818  DESIGNATION -  A 320
 HZ0818  PID         -  HZ0818
 HZ0818  STATE/COUNTY-  IN/SWITZERLAND
 HZ0818  USGS QUAD   -  FLORENCE (1994)
 HZ0818
 HZ0818                         *CURRENT SURVEY CONTROL
 HZ0818  ___________________________________________________________________
 HZ0818* NAD 83(1986)-  38 46 37.     (N)    084 59 52.     (W)     SCALED    
 HZ0818* NAVD 88     -       148.797  (meters)     488.18   (feet)  ADJUSTED  
 HZ0818  ___________________________________________________________________
 HZ0818  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ0818  DYNAMIC HT  -         148.702 (meters)     487.87  (feet)  COMP
 HZ0818  MODELED GRAV-     979,989.8   (mgal)                       NAVD 88
 HZ0818
 HZ0818  VERT ORDER  -  FIRST     CLASS II
 HZ0818
 HZ0818.The horizontal coordinates were scaled from a topographic map and have
 HZ0818.an estimated accuracy of +/- 6 seconds.
 HZ0818
 HZ0818.The orthometric height was determined by differential leveling
 HZ0818.and adjusted by the National Geodetic Survey in June 1991..
 HZ0818
 HZ0818.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0818.See file dsdata.txt to determine how the superseded data were derived.
 HZ0818
 HZ0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH739939(NAD 83)
 HZ0818_MARKER: DB = BENCH MARK DISK
 HZ0818_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0818_SP_SET: CULVERT
 HZ0818_STAMPING: A 320 1965
 HZ0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 HZ1057 ***********************************************************************
 HZ1057  DESIGNATION -  A 321
 HZ1057  PID         -  HZ1057
 HZ1057  STATE/COUNTY-  IN/JEFFERSON
 HZ1057  USGS QUAD   -  MADISON WEST (1993)
 HZ1057
 HZ1057                         *CURRENT SURVEY CONTROL
 HZ1057  ___________________________________________________________________
 HZ1057* NAD 83(1986)-  38 44 24.     (N)    085 25 23.     (W)     SCALED    
 HZ1057* NAVD 88     -       142.035  (meters)     465.99   (feet)  ADJUSTED  
 HZ1057  ___________________________________________________________________
 HZ1057  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ1057  DYNAMIC HT  -         141.942 (meters)     465.69  (feet)  COMP
 HZ1057  MODELED GRAV-     979,975.6   (mgal)                       NAVD 88
 HZ1057
 HZ1057  VERT ORDER  -  FIRST     CLASS II
 HZ1057
 HZ1057.The horizontal coordinates were scaled from a topographic map and have
 HZ1057.an estimated accuracy of +/- 6 seconds.
 HZ1057
 HZ1057.The orthometric height was determined by differential leveling
 HZ1057.and adjusted by the National Geodetic Survey in June 1991..
 HZ1057
 HZ1057.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1057.See file dsdata.txt to determine how the superseded data were derived.
 HZ1057
 HZ1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH370891(NAD 83)
 HZ1057_MARKER: DB = BENCH MARK DISK
 HZ1057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1057_SP_SET: BRIDGE
 HZ1057_STAMPING: A 321 1965
 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 = OCTOBER  6, 2006
 HZ1614 ***********************************************************************
 HZ1614  DESIGNATION -  A 322
 HZ1614  PID         -  HZ1614
 HZ1614  STATE/COUNTY-  IN/CLARK
 HZ1614  USGS QUAD   -  CHARLESTOWN (1993)
 HZ1614
 HZ1614                         *CURRENT SURVEY CONTROL
 HZ1614  ___________________________________________________________________
 HZ1614* NAD 83(1986)-  38 26 53.     (N)    085 38 56.     (W)     SCALED    
 HZ1614* NAVD 88     -       180.696  (meters)     592.83   (feet)  ADJUSTED  
 HZ1614  ___________________________________________________________________
 HZ1614  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HZ1614  DYNAMIC HT  -         180.576 (meters)     592.44  (feet)  COMP
 HZ1614  MODELED GRAV-     979,960.5   (mgal)                       NAVD 88
 HZ1614
 HZ1614  VERT ORDER  -  FIRST     CLASS II
 HZ1614
 HZ1614.The horizontal coordinates were scaled from a topographic map and have
 HZ1614.an estimated accuracy of +/- 6 seconds.
 HZ1614
 HZ1614.The orthometric height was determined by differential leveling
 HZ1614.and adjusted by the National Geodetic Survey in June 1991..
 HZ1614
 HZ1614.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1614.See file dsdata.txt to determine how the superseded data were derived.
 HZ1614
 HZ1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH179563(NAD 83)
 HZ1614_MARKER: DB = BENCH MARK DISK
 HZ1614_SETTING: 66 = SET IN ROCK OUTCROP
 HZ1614_SP_SET: ROCK OUTCROP
 HZ1614_STAMPING: A 322 1965
 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 = OCTOBER  6, 2006
 HZ1641 ***********************************************************************
 HZ1641  DESIGNATION -  A 323
 HZ1641  PID         -  HZ1641
 HZ1641  STATE/COUNTY-  IN/FLOYD
 HZ1641  USGS QUAD   -  NEW ALBANY (1992)
 HZ1641
 HZ1641                         *CURRENT SURVEY CONTROL
 HZ1641  ___________________________________________________________________
 HZ1641* NAD 83(1986)-  38 17 32.     (N)    085 48 26.     (W)     SCALED    
 HZ1641* NAVD 88     -       140.556  (meters)     461.14   (feet)  ADJUSTED  
 HZ1641  ___________________________________________________________________
 HZ1641  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 HZ1641  DYNAMIC HT  -         140.461 (meters)     460.83  (feet)  COMP
 HZ1641  MODELED GRAV-     979,951.6   (mgal)                       NAVD 88
 HZ1641
 HZ1641  VERT ORDER  -  FIRST     CLASS II
 HZ1641
 HZ1641.The horizontal coordinates were scaled from a topographic map and have
 HZ1641.an estimated accuracy of +/- 6 seconds.
 HZ1641
 HZ1641.The orthometric height was determined by differential leveling
 HZ1641.and adjusted by the National Geodetic Survey in June 1991..
 HZ1641
 HZ1641.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1641.See file dsdata.txt to determine how the superseded data were derived.
 HZ1641
 HZ1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH043389(NAD 83)
 HZ1641_MARKER: DB = BENCH MARK DISK
 HZ1641_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1641_SP_SET: STEEL POLE CONCRETE BASE
 HZ1641_STAMPING: A 323 1965
 HZ1641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1641
 HZ1641  HISTORY     - Date     Condition        Report By
 HZ1641  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0442 ***********************************************************************
 JA0442  DESIGNATION -  A 324
 JA0442  PID         -  JA0442
 JA0442  STATE/COUNTY-  IN/HARRISON
 JA0442  USGS QUAD   -  LACONIA (1994)
 JA0442
 JA0442                         *CURRENT SURVEY CONTROL
 JA0442  ___________________________________________________________________
 JA0442* NAD 83(1986)-  38 00 50.     (N)    086 00 40.     (W)     SCALED    
 JA0442* NAVD 88     -       127.822  (meters)     419.36   (feet)  ADJUSTED  
 JA0442  ___________________________________________________________________
 JA0442  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JA0442  DYNAMIC HT  -         127.731 (meters)     419.06  (feet)  COMP
 JA0442  MODELED GRAV-     979,918.4   (mgal)                       NAVD 88
 JA0442
 JA0442  VERT ORDER  -  FIRST     CLASS II
 JA0442
 JA0442.The horizontal coordinates were scaled from a topographic map and have
 JA0442.an estimated accuracy of +/- 6 seconds.
 JA0442
 JA0442.The orthometric height was determined by differential leveling
 JA0442.and adjusted by the National Geodetic Survey in June 1991..
 JA0442
 JA0442.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0442.See file dsdata.txt to determine how the superseded data were derived.
 JA0442
 JA0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH868078(NAD 83)
 JA0442_MARKER: DB = BENCH MARK DISK
 JA0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0442_SP_SET: 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 = OCTOBER  6, 2006
 HA1112 ***********************************************************************
 HA1112  DESIGNATION -  A 325
 HA1112  PID         -  HA1112
 HA1112  STATE/COUNTY-  IN/VANDERBURGH
 HA1112  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1112
 HA1112                         *CURRENT SURVEY CONTROL
 HA1112  ___________________________________________________________________
 HA1112* NAD 83(1986)-  37 58 39.     (N)    087 34 54.     (W)     SCALED    
 HA1112* NAVD 88     -       117.382  (meters)     385.11   (feet)  ADJUSTED  
 HA1112  ___________________________________________________________________
 HA1112  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 HA1112  DYNAMIC HT  -         117.301 (meters)     384.85  (feet)  COMP
 HA1112  MODELED GRAV-     979,937.8   (mgal)                       NAVD 88
 HA1112
 HA1112  VERT ORDER  -  FIRST     CLASS II
 HA1112
 HA1112.The horizontal coordinates were scaled from a topographic map and have
 HA1112.an estimated accuracy of +/- 6 seconds.
 HA1112
 HA1112.The orthometric height was determined by differential leveling
 HA1112.and adjusted by the National Geodetic Survey in June 1991..
 HA1112
 HA1112.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1112.See file dsdata.txt to determine how the superseded data were derived.
 HA1112
 HA1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH489034(NAD 83)
 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 = OCTOBER  6, 2006
 HA1115 ***********************************************************************
 HA1115  DESIGNATION -  A 326
 HA1115  PID         -  HA1115
 HA1115  STATE/COUNTY-  IN/VANDERBURGH
 HA1115  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1115
 HA1115                         *CURRENT SURVEY CONTROL
 HA1115  ___________________________________________________________________
 HA1115* NAD 83(1986)-  37 56 53.     (N)    087 31 33.     (W)     SCALED    
 HA1115* NAVD 88     -       115.202  (meters)     377.96   (feet)  ADJUSTED  
 HA1115  ___________________________________________________________________
 HA1115  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HA1115  DYNAMIC HT  -         115.123 (meters)     377.70  (feet)  COMP
 HA1115  MODELED GRAV-     979,941.8   (mgal)                       NAVD 88
 HA1115
 HA1115  VERT ORDER  -  FIRST     CLASS II
 HA1115
 HA1115.The horizontal coordinates were scaled from a topographic map and have
 HA1115.an estimated accuracy of +/- 6 seconds.
 HA1115
 HA1115.The orthometric height was determined by differential leveling
 HA1115.and adjusted by the National Geodetic Survey in June 1991..
 HA1115
 HA1115.The geoid height was determined by GEOID03.
 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     -   299,820.      861,110.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1115.See file dsdata.txt to determine how the superseded data were derived.
 HA1115
 HA1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH538001(NAD 83)
 HA1115_MARKER: DB = BENCH MARK DISK
 HA1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA1115_STAMPING: A 326 1965
 HA1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1115+STABILITY: SURFACE MOTION
 HA1115
 HA1115  HISTORY     - Date     Condition        Report By
 HA1115  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0500 ***********************************************************************
 JA0500  DESIGNATION -  A 327
 JA0500  PID         -  JA0500
 JA0500  STATE/COUNTY-  IN/CRAWFORD
 JA0500  USGS QUAD   -  LEAVENWORTH (1980)
 JA0500
 JA0500                         *CURRENT SURVEY CONTROL
 JA0500  ___________________________________________________________________
 JA0500* NAD 83(1986)-  38 11 30.     (N)    086 19 26.     (W)     SCALED    
 JA0500* NAVD 88     -       136.599  (meters)     448.16   (feet)  ADJUSTED  
 JA0500  ___________________________________________________________________
 JA0500  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JA0500  DYNAMIC HT  -         136.502 (meters)     447.84  (feet)  COMP
 JA0500  MODELED GRAV-     979,920.6   (mgal)                       NAVD 88
 JA0500
 JA0500  VERT ORDER  -  FIRST     CLASS II
 JA0500
 JA0500.The horizontal coordinates were scaled from a topographic map and have
 JA0500.an estimated accuracy of +/- 6 seconds.
 JA0500
 JA0500.The orthometric height was determined by differential leveling
 JA0500.and adjusted by the National Geodetic Survey in June 1991..
 JA0500
 JA0500.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0500.See file dsdata.txt to determine how the superseded data were derived.
 JA0500
 JA0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH592272(NAD 83)
 JA0500_MARKER: DB = BENCH MARK DISK
 JA0500_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0500_SP_SET: BRIDGE
 JA0500_STAMPING: A 327 1965
 JA0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0500
 JA0500  HISTORY     - Date     Condition        Report By
 JA0500  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0531 ***********************************************************************
 JA0531  DESIGNATION -  A 328
 JA0531  PID         -  JA0531
 JA0531  STATE/COUNTY-  IN/CRAWFORD
 JA0531  USGS QUAD   -  TASWELL (1993)
 JA0531
 JA0531                         *CURRENT SURVEY CONTROL
 JA0531  ___________________________________________________________________
 JA0531* NAD 83(1986)-  38 19 05.     (N)    086 35 44.     (W)     SCALED    
 JA0531* NAVD 88     -       214.484  (meters)     703.69   (feet)  ADJUSTED  
 JA0531  ___________________________________________________________________
 JA0531  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JA0531  DYNAMIC HT  -         214.335 (meters)     703.20  (feet)  COMP
 JA0531  MODELED GRAV-     979,928.8   (mgal)                       NAVD 88
 JA0531
 JA0531  VERT ORDER  -  FIRST     CLASS II
 JA0531
 JA0531.The horizontal coordinates were scaled from a topographic map and have
 JA0531.an estimated accuracy of +/- 6 seconds.
 JA0531
 JA0531.The orthometric height was determined by differential leveling
 JA0531.and adjusted by the National Geodetic Survey in June 1991..
 JA0531
 JA0531.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0531.See file dsdata.txt to determine how the superseded data were derived.
 JA0531
 JA0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH353411(NAD 83)
 JA0531_MARKER: DB = BENCH MARK DISK
 JA0531_SETTING: 66 = SET IN ROCK OUTCROP
 JA0531_SP_SET: ROCK OUTCROP
 JA0531_STAMPING: A 328 1965
 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 = OCTOBER  6, 2006
 HA0738 ***********************************************************************
 HA0738  DESIGNATION -  A 329
 HA0738  PID         -  HA0738
 HA0738  STATE/COUNTY-  IN/SPENCER
 HA0738  USGS QUAD   -  RICHLAND CITY (1980)
 HA0738
 HA0738                         *CURRENT SURVEY CONTROL
 HA0738  ___________________________________________________________________
 HA0738* NAD 83(1986)-  37 54 05.     (N)    087 07 50.     (W)     SCALED    
 HA0738* NAVD 88     -       131.202  (meters)     430.45   (feet)  ADJUSTED  
 HA0738  ___________________________________________________________________
 HA0738  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 HA0738  DYNAMIC HT  -         131.113 (meters)     430.16  (feet)  COMP
 HA0738  MODELED GRAV-     979,953.7   (mgal)                       NAVD 88
 HA0738
 HA0738  VERT ORDER  -  FIRST     CLASS II
 HA0738
 HA0738.The horizontal coordinates were scaled from a topographic map and have
 HA0738.an estimated accuracy of +/- 6 seconds.
 HA0738
 HA0738.The orthometric height was determined by differential leveling
 HA0738.and adjusted by the National Geodetic Survey in June 1991..
 HA0738
 HA0738.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0738.See file dsdata.txt to determine how the superseded data were derived.
 HA0738
 HA0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG885948(NAD 83)
 HA0738_MARKER: DB = BENCH MARK DISK
 HA0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0738_STAMPING: A 329 1965
 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 = OCTOBER  6, 2006
 KA0637 ***********************************************************************
 KA0637  DESIGNATION -  A 33
 KA0637  PID         -  KA0637
 KA0637  STATE/COUNTY-  IN/MONTGOMERY
 KA0637  USGS QUAD   -  NEW MARKET (1980)
 KA0637
 KA0637                         *CURRENT SURVEY CONTROL
 KA0637  ___________________________________________________________________
 KA0637* NAD 83(1986)-  39 59 45.     (N)    086 53 16.     (W)     SCALED    
 KA0637* NAVD 88     -       249.189  (meters)     817.55   (feet)  ADJUSTED  
 KA0637  ___________________________________________________________________
 KA0637  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KA0637  DYNAMIC HT  -         249.054 (meters)     817.10  (feet)  COMP
 KA0637  MODELED GRAV-     980,077.9   (mgal)                       NAVD 88
 KA0637
 KA0637  VERT ORDER  -  SECOND    CLASS 0
 KA0637
 KA0637.The horizontal coordinates were scaled from a topographic map and have
 KA0637.an estimated accuracy of +/- 6 seconds.
 KA0637
 KA0637.The orthometric height was determined by differential leveling
 KA0637.and adjusted by the National Geodetic Survey in June 1991..
 KA0637
 KA0637.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0637.See file dsdata.txt to determine how the superseded data were derived.
 KA0637
 KA0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK095273(NAD 83)
 KA0637_MARKER: DB = BENCH MARK DISK
 KA0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0637_STAMPING: A 33 1934
 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             NGS
 KA0637
 KA0637                          STATION DESCRIPTION
 KA0637
 KA0637'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA0494 ***********************************************************************
 HA0494  DESIGNATION -  A 330
 HA0494  PID         -  HA0494
 HA0494  STATE/COUNTY-  IN/PERRY
 HA0494  USGS QUAD   -  ROME (1993)
 HA0494
 HA0494                         *CURRENT SURVEY CONTROL
 HA0494  ___________________________________________________________________
 HA0494* NAD 83(1986)-  37 59 08.     (N)    086 31 58.     (W)     SCALED    
 HA0494* NAVD 88     -       124.348  (meters)     407.97   (feet)  ADJUSTED  
 HA0494  ___________________________________________________________________
 HA0494  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 HA0494  DYNAMIC HT  -         124.259 (meters)     407.67  (feet)  COMP
 HA0494  MODELED GRAV-     979,909.4   (mgal)                       NAVD 88
 HA0494
 HA0494  VERT ORDER  -  FIRST     CLASS II
 HA0494
 HA0494.The horizontal coordinates were scaled from a topographic map and have
 HA0494.an estimated accuracy of +/- 6 seconds.
 HA0494
 HA0494.The orthometric height was determined by differential leveling
 HA0494.and adjusted by the National Geodetic Survey in June 1991..
 HA0494
 HA0494.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0494.See file dsdata.txt to determine how the superseded data were derived.
 HA0494
 HA0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH410043(NAD 83)
 HA0494_MARKER: DB = BENCH MARK DISK
 HA0494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0494_SP_SET: MAPLE TREE
 HA0494_STAMPING: A 330 1965
 HA0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JA1138 ***********************************************************************
 JA1138  DESIGNATION -  A 331
 JA1138  PID         -  JA1138
 JA1138  STATE/COUNTY-  IN/GIBSON
 JA1138  USGS QUAD   -  OWENSVILLE (1989)
 JA1138
 JA1138                         *CURRENT SURVEY CONTROL
 JA1138  ___________________________________________________________________
 JA1138* NAD 83(1986)-  38 21 52.     (N)    087 37 56.     (W)     SCALED    
 JA1138* NAVD 88     -       125.555  (meters)     411.93   (feet)  ADJUSTED  
 JA1138  ___________________________________________________________________
 JA1138  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 JA1138  DYNAMIC HT  -         125.473 (meters)     411.66  (feet)  COMP
 JA1138  MODELED GRAV-     979,972.3   (mgal)                       NAVD 88
 JA1138
 JA1138  VERT ORDER  -  FIRST     CLASS II
 JA1138
 JA1138.The horizontal coordinates were scaled from a topographic map and have
 JA1138.an estimated accuracy of +/- 6 seconds.
 JA1138
 JA1138.The orthometric height was determined by differential leveling
 JA1138.and adjusted by the National Geodetic Survey in June 1991..
 JA1138
 JA1138.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1138.See file dsdata.txt to determine how the superseded data were derived.
 JA1138
 JA1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH447464(NAD 83)
 JA1138_MARKER: DB = BENCH MARK DISK
 JA1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1138_STAMPING: A 331 1965
 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 = OCTOBER  6, 2006
 JA1028 ***********************************************************************
 JA1028  DESIGNATION -  A 332
 JA1028  PID         -  JA1028
 JA1028  STATE/COUNTY-  IN/GIBSON
 JA1028  USGS QUAD   -  FRANCISCO (1977)
 JA1028
 JA1028                         *CURRENT SURVEY CONTROL
 JA1028  ___________________________________________________________________
 JA1028* NAD 83(1986)-  38 19 58.     (N)    087 24 27.     (W)     SCALED    
 JA1028* NAVD 88     -       129.434  (meters)     424.65   (feet)  ADJUSTED  
 JA1028  ___________________________________________________________________
 JA1028  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 JA1028  DYNAMIC HT  -         129.348 (meters)     424.37  (feet)  COMP
 JA1028  MODELED GRAV-     979,963.7   (mgal)                       NAVD 88
 JA1028
 JA1028  VERT ORDER  -  FIRST     CLASS II
 JA1028
 JA1028.The horizontal coordinates were scaled from a topographic map and have
 JA1028.an estimated accuracy of +/- 6 seconds.
 JA1028
 JA1028.The orthometric height was determined by differential leveling
 JA1028.and adjusted by the National Geodetic Survey in June 1991..
 JA1028
 JA1028.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1028.See file dsdata.txt to determine how the superseded data were derived.
 JA1028
 JA1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH643428(NAD 83)
 JA1028_MARKER: DB = BENCH MARK DISK
 JA1028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1028_SP_SET: BRIDGE
 JA1028_STAMPING: A 332 1965
 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 = OCTOBER  6, 2006
 MD0625 ***********************************************************************
 MD0625  DESIGNATION -  A 333
 MD0625  PID         -  MD0625
 MD0625  STATE/COUNTY-  IN/ALLEN
 MD0625  USGS QUAD   -  FORT WAYNE EAST (1981)
 MD0625
 MD0625                         *CURRENT SURVEY CONTROL
 MD0625  ___________________________________________________________________
 MD0625* NAD 83(1986)-  41 04 07.     (N)    085 04 37.     (W)     SCALED    
 MD0625* NAVD 88     -       239.790  (meters)     786.71   (feet)  ADJUSTED  
 MD0625  ___________________________________________________________________
 MD0625  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 MD0625  DYNAMIC HT  -         239.694 (meters)     786.40  (feet)  COMP
 MD0625  MODELED GRAV-     980,215.7   (mgal)                       NAVD 88
 MD0625
 MD0625  VERT ORDER  -  FIRST     CLASS I
 MD0625
 MD0625.The horizontal coordinates were scaled from a topographic map and have
 MD0625.an estimated accuracy of +/- 6 seconds.
 MD0625
 MD0625.The orthometric height was determined by differential leveling
 MD0625.and adjusted by the National Geodetic Survey in April 1995..
 MD0625
 MD0625.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD0625
 MD0625  NAVD 88 (06/15/91)  239.795  (m)          786.73   (f) UNKNOWN     1 1
 MD0625  NGVD 29 (01/19/93)  239.958  (m)          787.26   (f) ADJUSTED    1 1
 MD0625
 MD0625.Superseded values are not recommended for survey control.
 MD0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0625.See file dsdata.txt to determine how the superseded data were derived.
 MD0625
 MD0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL615481(NAD 83)
 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 = OCTOBER  6, 2006
 MD1020 ***********************************************************************
 MD1020  DESIGNATION -  A 334
 MD1020  PID         -  MD1020
 MD1020  STATE/COUNTY-  IN/KOSCIUSKO
 MD1020  USGS QUAD   -  WARSAW (1994)
 MD1020
 MD1020                         *CURRENT SURVEY CONTROL
 MD1020  ___________________________________________________________________
 MD1020* NAD 83(1986)-  41 14 18.     (N)    085 51 25.     (W)     SCALED    
 MD1020* NAVD 88     -       250.907  (meters)     823.18   (feet)  ADJUSTED  
 MD1020  ___________________________________________________________________
 MD1020  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 MD1020  DYNAMIC HT  -         250.800 (meters)     822.83  (feet)  COMP
 MD1020  MODELED GRAV-     980,192.2   (mgal)                       NAVD 88
 MD1020
 MD1020  VERT ORDER  -  FIRST     CLASS I
 MD1020
 MD1020.The horizontal coordinates were scaled from a topographic map and have
 MD1020.an estimated accuracy of +/- 6 seconds.
 MD1020
 MD1020.The orthometric height was determined by differential leveling
 MD1020.and adjusted by the National Geodetic Survey in June 1991..
 MD1020
 MD1020.The geoid height was determined by GEOID03.
 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     -   665,040.       84,050.      MT  (+/- 180 meters Scaled)
 MD1020
 MD1020                          SUPERSEDED SURVEY CONTROL
 MD1020
 MD1020  NGVD 29 (01/19/93)  251.039  (m)          823.62   (f) ADJUSTED    1 1
 MD1020
 MD1020.Superseded values are not recommended for survey control.
 MD1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1020.See file dsdata.txt to determine how the superseded data were derived.
 MD1020
 MD1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL957658(NAD 83)
 MD1020_MARKER: DB = BENCH MARK DISK
 MD1020_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD1020_SP_SET: COPPER-CLAD STEEL ROD
 MD1020_STAMPING: A 334 1968
 MD1020_MARK LOGO: CGS   
 MD1020_PROJECTION: FLUSH
 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 - September 10, 1992
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0276 ***********************************************************************
 ME0276  DESIGNATION -  A 335
 ME0276  PID         -  ME0276
 ME0276  STATE/COUNTY-  IN/MARSHALL
 ME0276  USGS QUAD   -  PLYMOUTH (1980)
 ME0276
 ME0276                         *CURRENT SURVEY CONTROL
 ME0276  ___________________________________________________________________
 ME0276* NAD 83(1986)-  41 20 50.     (N)    086 20 51.     (W)     SCALED    
 ME0276* NAVD 88     -       248.605  (meters)     815.63   (feet)  ADJUSTED  
 ME0276  ___________________________________________________________________
 ME0276  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME0276  DYNAMIC HT  -         248.502 (meters)     815.29  (feet)  COMP
 ME0276  MODELED GRAV-     980,202.6   (mgal)                       NAVD 88
 ME0276
 ME0276  VERT ORDER  -  FIRST     CLASS I
 ME0276
 ME0276.The horizontal coordinates were scaled from a topographic map and have
 ME0276.an estimated accuracy of +/- 6 seconds.
 ME0276
 ME0276.The orthometric height was determined by differential leveling
 ME0276.and adjusted by the National Geodetic Survey in April 1995..
 ME0276
 ME0276.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0276
 ME0276  NAVD 88 (06/15/91)  248.600  (m)          815.62   (f) UNKNOWN     1 1
 ME0276  NGVD 29 (01/19/93)  248.720  (m)          816.01   (f) ADJUSTED    1 1
 ME0276
 ME0276.Superseded values are not recommended for survey control.
 ME0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0276.See file dsdata.txt to determine how the superseded data were derived.
 ME0276
 ME0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL545775(NAD 83)
 ME0276_MARKER: DB = BENCH MARK DISK
 ME0276_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME0276_SP_SET: COPPER-CLAD STEEL ROD
 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 SUITABLE FOR
 ME0276+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0564 ***********************************************************************
 ME0564  DESIGNATION -  A 336
 ME0564  PID         -  ME0564
 ME0564  STATE/COUNTY-  IN/LA PORTE
 ME0564  USGS QUAD   -  WANATAH (1972)
 ME0564
 ME0564                         *CURRENT SURVEY CONTROL
 ME0564  ___________________________________________________________________
 ME0564* NAD 83(1986)-  41 25 42.     (N)    086 53 26.     (W)     SCALED    
 ME0564* NAVD 88     -       221.909  (meters)     728.05   (feet)  ADJUSTED  
 ME0564  ___________________________________________________________________
 ME0564  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME0564  DYNAMIC HT  -         221.818 (meters)     727.75  (feet)  COMP
 ME0564  MODELED GRAV-     980,211.2   (mgal)                       NAVD 88
 ME0564
 ME0564  VERT ORDER  -  FIRST     CLASS I
 ME0564
 ME0564.The horizontal coordinates were scaled from a topographic map and have
 ME0564.an estimated accuracy of +/- 6 seconds.
 ME0564
 ME0564.The orthometric height was determined by differential leveling
 ME0564.and adjusted by the National Geodetic Survey in June 1991..
 ME0564
 ME0564.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0564
 ME0564  NGVD 29 (01/19/93)  222.005  (m)          728.36   (f) ADJUSTED    1 1
 ME0564
 ME0564.Superseded values are not recommended for survey control.
 ME0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0564.See file dsdata.txt to determine how the superseded data were derived.
 ME0564
 ME0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL091863(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1094 ***********************************************************************
 KA1094  DESIGNATION -  A 34
 KA1094  PID         -  KA1094
 KA1094  STATE/COUNTY-  IN/VIGO
 KA1094  USGS QUAD   -  TERRE HAUTE (1993)
 KA1094
 KA1094                         *CURRENT SURVEY CONTROL
 KA1094  ___________________________________________________________________
 KA1094* NAD 83(1986)-  39 28 26.     (N)    087 24 08.     (W)     SCALED    
 KA1094* NAVD 88     -       149.642  (meters)     490.95   (feet)  ADJUSTED  
 KA1094  ___________________________________________________________________
 KA1094  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KA1094  DYNAMIC HT  -         149.557 (meters)     490.67  (feet)  COMP
 KA1094  MODELED GRAV-     980,057.7   (mgal)                       NAVD 88
 KA1094
 KA1094  VERT ORDER  -  FIRST     CLASS II
 KA1094
 KA1094.The horizontal coordinates were scaled from a topographic map and have
 KA1094.an estimated accuracy of +/- 6 seconds.
 KA1094
 KA1094.The orthometric height was determined by differential leveling
 KA1094.and adjusted by the National Geodetic Survey in June 1991..
 KA1094
 KA1094.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1094.See file dsdata.txt to determine how the superseded data were derived.
 KA1094
 KA1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ654694(NAD 83)
 KA1094_MARKER: DB = BENCH MARK DISK
 KA1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1094_STAMPING: A 34 1934
 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             NGS
 KA1094  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1094
 KA1094                          STATION DESCRIPTION
 KA1094
 KA1094'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME2132 ***********************************************************************
 ME2132  DESIGNATION -  A 349
 ME2132  PID         -  ME2132
 ME2132  STATE/COUNTY-  IN/PORTER
 ME2132  USGS QUAD   -  PORTAGE (1992)
 ME2132
 ME2132                         *CURRENT SURVEY CONTROL
 ME2132  ___________________________________________________________________
 ME2132* NAD 83(1986)-  41 37 07.     (N)    087 10 33.     (W)     SCALED    
 ME2132* NAVD 88     -       186.383  (meters)     611.49   (feet)  ADJUSTED  
 ME2132  ___________________________________________________________________
 ME2132  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 ME2132  DYNAMIC HT  -         186.315 (meters)     611.27  (feet)  COMP
 ME2132  MODELED GRAV-     980,254.3   (mgal)                       NAVD 88
 ME2132
 ME2132  VERT ORDER  -  FIRST     CLASS II
 ME2132
 ME2132.The horizontal coordinates were scaled from a topographic map and have
 ME2132.an estimated accuracy of +/- 6 seconds.
 ME2132
 ME2132.The orthometric height was determined by differential leveling
 ME2132.and adjusted by the National Geodetic Survey in June 1991..
 ME2132
 ME2132.The geoid height was determined by GEOID03.
 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     -   707,260.      892,290.      MT  (+/- 180 meters Scaled)
 ME2132
 ME2132                          SUPERSEDED SURVEY CONTROL
 ME2132
 ME2132  NGVD 29 (01/19/93)  186.477  (m)          611.80   (f) ADJUSTED    1 2
 ME2132
 ME2132.Superseded values are not recommended for survey control.
 ME2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2132.See file dsdata.txt to determine how the superseded data were derived.
 ME2132
 ME2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM853074(NAD 83)
 ME2132_MARKER: DB = BENCH MARK 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: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME2132+STABILITY: POSITION/ELEVATION WELL
 ME2132
 ME2132  HISTORY     - Date     Condition        Report By
 ME2132  HISTORY     - 1985     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0479 ***********************************************************************
 LA0479  DESIGNATION -  A 35
 LA0479  PID         -  LA0479
 LA0479  STATE/COUNTY-  IN/ADAMS
 LA0479  USGS QUAD   -  WREN (1994)
 LA0479
 LA0479                         *CURRENT SURVEY CONTROL
 LA0479  ___________________________________________________________________
 LA0479* NAD 83(1986)-  40 48 33.     (N)    084 49 58.     (W)     SCALED    
 LA0479* NAVD 88     -       250.654  (meters)     822.35   (feet)  ADJUSTED  
 LA0479  ___________________________________________________________________
 LA0479  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 LA0479  DYNAMIC HT  -         250.543 (meters)     821.99  (feet)  COMP
 LA0479  MODELED GRAV-     980,176.1   (mgal)                       NAVD 88
 LA0479
 LA0479  VERT ORDER  -  SECOND    CLASS 0
 LA0479
 LA0479.The horizontal coordinates were scaled from a topographic map and have
 LA0479.an estimated accuracy of +/- 6 seconds.
 LA0479
 LA0479.The orthometric height was determined by differential leveling
 LA0479.and adjusted by the National Geodetic Survey in June 1991..
 LA0479.WARNING-Repeat measurements at this control monument indicate possible
 LA0479.vertical movement.
 LA0479
 LA0479.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0479.See file dsdata.txt to determine how the superseded data were derived.
 LA0479
 LA0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL827198(NAD 83)
 LA0479_MARKER: DB = BENCH MARK DISK
 LA0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0479_STAMPING: A 35 1934
 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             NGS
 LA0479
 LA0479                          STATION DESCRIPTION
 LA0479
 LA0479'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME2161 ***********************************************************************
 ME2161  DESIGNATION -  A 350
 ME2161  PID         -  ME2161
 ME2161  STATE/COUNTY-  IN/LA PORTE
 ME2161  USGS QUAD   -  MICHIGAN CITY WEST (1980)
 ME2161
 ME2161                         *CURRENT SURVEY CONTROL
 ME2161  ___________________________________________________________________
 ME2161* NAD 83(1986)-  41 43 26.     (N)    086 52 47.     (W)     SCALED    
 ME2161* NAVD 88     -       184.522  (meters)     605.39   (feet)  ADJUSTED  
 ME2161  ___________________________________________________________________
 ME2161  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 ME2161  DYNAMIC HT  -         184.455 (meters)     605.17  (feet)  COMP
 ME2161  MODELED GRAV-     980,252.9   (mgal)                       NAVD 88
 ME2161
 ME2161  VERT ORDER  -  FIRST     CLASS II
 ME2161
 ME2161.The horizontal coordinates were scaled from a topographic map and have
 ME2161.an estimated accuracy of +/- 6 seconds.
 ME2161
 ME2161.The orthometric height was determined by differential leveling
 ME2161.and adjusted by the National Geodetic Survey in June 1991..
 ME2161
 ME2161.The geoid height was determined by GEOID03.
 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     -   718,970.      916,940.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2161.See file dsdata.txt to determine how the superseded data were derived.
 ME2161
 ME2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM100191(NAD 83)
 ME2161_MARKER: I = METAL ROD
 ME2161_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2161_SP_SET: STAINLESS STEEL ROD
 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 11, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1667 ***********************************************************************
 KA1667  DESIGNATION -  A 351
 KA1667  PID         -  KA1667
 KA1667  STATE/COUNTY-  IN/HENDRICKS
 KA1667  USGS QUAD   -  COATESVILLE (1983)
 KA1667
 KA1667                         *CURRENT SURVEY CONTROL
 KA1667  ___________________________________________________________________
 KA1667* NAD 83(1986)-  39 38 02.     (N)    086 39 00.     (W)     SCALED    
 KA1667* NAVD 88     -       239.585  (meters)     786.04   (feet)  ADJUSTED  
 KA1667  ___________________________________________________________________
 KA1667  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KA1667  DYNAMIC HT  -         239.451 (meters)     785.60  (feet)  COMP
 KA1667  MODELED GRAV-     980,059.9   (mgal)                       NAVD 88
 KA1667
 KA1667  VERT ORDER  -  FIRST     CLASS II
 KA1667
 KA1667.The horizontal coordinates were scaled from a topographic map and have
 KA1667.an estimated accuracy of +/- 6 seconds.
 KA1667
 KA1667.The orthometric height was determined by differential leveling
 KA1667.and adjusted by the National Geodetic Survey in June 1991..
 KA1667
 KA1667.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1667
 KA1667.No superseded survey control is available for this station.
 KA1667
 KA1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ300871(NAD 83)
 KA1667_MARKER: I = METAL ROD
 KA1667_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1667_SP_SET: STAINLESS STEEL ROD
 KA1667_STAMPING: A 351 1985
 KA1667_MARK LOGO: NGS   
 KA1667_PROJECTION: FLUSH
 KA1667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1667_ROD/PIPE-DEPTH: 4.0  meters
 KA1667
 KA1667  HISTORY     - Date     Condition        Report By
 KA1667  HISTORY     - 1985     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1686 ***********************************************************************
 KA1686  DESIGNATION -  A 352
 KA1686  PID         -  KA1686
 KA1686  STATE/COUNTY-  IN/VIGO
 KA1686  USGS QUAD   -  SEELYVILLE (1986)
 KA1686
 KA1686                         *CURRENT SURVEY CONTROL
 KA1686  ___________________________________________________________________
 KA1686* NAD 83(1986)-  39 29 41.     (N)    087 15 52.     (W)     SCALED    
 KA1686* NAVD 88     -       175.447  (meters)     575.61   (feet)  ADJUSTED  
 KA1686  ___________________________________________________________________
 KA1686  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KA1686  DYNAMIC HT  -         175.347 (meters)     575.28  (feet)  COMP
 KA1686  MODELED GRAV-     980,051.3   (mgal)                       NAVD 88
 KA1686
 KA1686  VERT ORDER  -  FIRST     CLASS II
 KA1686
 KA1686.The horizontal coordinates were scaled from a topographic map and have
 KA1686.an estimated accuracy of +/- 6 seconds.
 KA1686
 KA1686.The orthometric height was determined by differential leveling
 KA1686.and adjusted by the National Geodetic Survey in June 1991..
 KA1686
 KA1686.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1686
 KA1686.No superseded survey control is available for this station.
 KA1686
 KA1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ772717(NAD 83)
 KA1686_MARKER: I = METAL ROD
 KA1686_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KA1686_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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 = OCTOBER  6, 2006
 KA1721 ***********************************************************************
 KA1721  DESIGNATION -  A 353
 KA1721  PID         -  KA1721
 KA1721  STATE/COUNTY-  IN/GREENE
 KA1721  USGS QUAD   -  SWITZ CITY (1986)
 KA1721
 KA1721                         *CURRENT SURVEY CONTROL
 KA1721  ___________________________________________________________________
 KA1721* NAD 83(1986)-  39 01 57.     (N)    087 00 40.     (W)     SCALED    
 KA1721* NAVD 88     -       154.784  (meters)     507.82   (feet)  ADJUSTED  
 KA1721  ___________________________________________________________________
 KA1721  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KA1721  DYNAMIC HT  -         154.690 (meters)     507.51  (feet)  COMP
 KA1721  MODELED GRAV-     980,018.3   (mgal)                       NAVD 88
 KA1721
 KA1721  VERT ORDER  -  FIRST     CLASS II
 KA1721
 KA1721.The horizontal coordinates were scaled from a topographic map and have
 KA1721.an estimated accuracy of +/- 6 seconds.
 KA1721
 KA1721.The orthometric height was determined by differential leveling
 KA1721.and adjusted by the National Geodetic Survey in June 1991..
 KA1721
 KA1721.The geoid height was determined by GEOID03.
 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     -   420,110.      906,250.      MT  (+/- 180 meters Scaled)
 KA1721
 KA1721                          SUPERSEDED SURVEY CONTROL
 KA1721
 KA1721.No superseded survey control is available for this station.
 KA1721
 KA1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ990203(NAD 83)
 KA1721_MARKER: I = METAL ROD
 KA1721_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KA1721_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1609 ***********************************************************************
 JA1609  DESIGNATION -  A 354
 JA1609  PID         -  JA1609
 JA1609  STATE/COUNTY-  IN/GREENE
 JA1609  USGS QUAD   -  LYONS (1978)
 JA1609
 JA1609                         *CURRENT SURVEY CONTROL
 JA1609  ___________________________________________________________________
 JA1609* NAD 83(1986)-  38 57 54.     (N)    087 01 01.     (W)     SCALED    
 JA1609* NAVD 88     -       169.540  (meters)     556.23   (feet)  ADJUSTED  
 JA1609  ___________________________________________________________________
 JA1609  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JA1609  DYNAMIC HT  -         169.436 (meters)     555.89  (feet)  COMP
 JA1609  MODELED GRAV-     980,011.1   (mgal)                       NAVD 88
 JA1609
 JA1609  VERT ORDER  -  FIRST     CLASS II
 JA1609
 JA1609.The horizontal coordinates were scaled from a topographic map and have
 JA1609.an estimated accuracy of +/- 6 seconds.
 JA1609
 JA1609.The orthometric height was determined by differential leveling
 JA1609.and adjusted by the National Geodetic Survey in June 1991..
 JA1609
 JA1609.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1609
 JA1609.No superseded survey control is available for this station.
 JA1609
 JA1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ985128(NAD 83)
 JA1609_MARKER: I = METAL ROD
 JA1609_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1609_SP_SET: STAINLESS STEEL ROD
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1576 ***********************************************************************
 JA1576  DESIGNATION -  A 355
 JA1576  PID         -  JA1576
 JA1576  STATE/COUNTY-  IN/PIKE
 JA1576  USGS QUAD   -  SANDY HOOK (1980)
 JA1576
 JA1576                         *CURRENT SURVEY CONTROL
 JA1576  ___________________________________________________________________
 JA1576* NAD 83(1986)-  38 31 16.     (N)    087 14 19.     (W)     SCALED    
 JA1576* NAVD 88     -       144.620  (meters)     474.47   (feet)  ADJUSTED  
 JA1576  ___________________________________________________________________
 JA1576  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JA1576  DYNAMIC HT  -         144.526 (meters)     474.17  (feet)  COMP
 JA1576  MODELED GRAV-     979,976.3   (mgal)                       NAVD 88
 JA1576
 JA1576  VERT ORDER  -  FIRST     CLASS II
 JA1576
 JA1576.The horizontal coordinates were scaled from a topographic map and have
 JA1576.an estimated accuracy of +/- 6 seconds.
 JA1576
 JA1576.The orthometric height was determined by differential leveling
 JA1576.and adjusted by the National Geodetic Survey in June 1991..
 JA1576
 JA1576.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1576
 JA1576.No superseded survey control is available for this station.
 JA1576
 JA1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH792636(NAD 83)
 JA1576_MARKER: I = METAL ROD
 JA1576_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1576_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 JA1586 ***********************************************************************
 JA1586  DESIGNATION -  A 356
 JA1586  PID         -  JA1586
 JA1586  STATE/COUNTY-  IN/GIBSON
 JA1586  USGS QUAD   -  OAKLAND CITY (1980)
 JA1586
 JA1586                         *CURRENT SURVEY CONTROL
 JA1586  ___________________________________________________________________
 JA1586* NAD 83(1986)-  38 22 20.     (N)    087 20 21.     (W)     SCALED    
 JA1586* NAVD 88     -       137.124  (meters)     449.88   (feet)  ADJUSTED  
 JA1586  ___________________________________________________________________
 JA1586  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 JA1586  DYNAMIC HT  -         137.034 (meters)     449.59  (feet)  COMP
 JA1586  MODELED GRAV-     979,970.0   (mgal)                       NAVD 88
 JA1586
 JA1586  VERT ORDER  -  FIRST     CLASS II
 JA1586
 JA1586.The horizontal coordinates were scaled from a topographic map and have
 JA1586.an estimated accuracy of +/- 6 seconds.
 JA1586
 JA1586.The orthometric height was determined by differential leveling
 JA1586.and adjusted by the National Geodetic Survey in June 1991..
 JA1586
 JA1586.The geoid height was determined by GEOID03.
 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     -   346,840.      877,640.      MT  (+/- 180 meters Scaled)
 JA1586
 JA1586                          SUPERSEDED SURVEY CONTROL
 JA1586
 JA1586.No superseded survey control is available for this station.
 JA1586
 JA1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH703471(NAD 83)
 JA1586_MARKER: I = METAL ROD
 JA1586_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1586_SP_SET: STAINLESS STEEL ROD
 JA1586_STAMPING: A 356 1986
 JA1586_MARK LOGO: NGS   
 JA1586_PROJECTION: FLUSH
 JA1586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1586_ROD/PIPE-DEPTH: 4.9  meters
 JA1586
 JA1586  HISTORY     - Date     Condition        Report By
 JA1586  HISTORY     - 1986     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA1291 ***********************************************************************
 HA1291  DESIGNATION -  A 357
 HA1291  PID         -  HA1291
 HA1291  STATE/COUNTY-  IN/VANDERBURGH
 HA1291  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1291
 HA1291                         *CURRENT SURVEY CONTROL
 HA1291  ___________________________________________________________________
 HA1291* NAD 83(1986)-  37 58 31.     (N)    087 33 41.     (W)     SCALED    
 HA1291* NAVD 88     -       118.516  (meters)     388.83   (feet)  ADJUSTED  
 HA1291  ___________________________________________________________________
 HA1291  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 HA1291  DYNAMIC HT  -         118.434 (meters)     388.56  (feet)  COMP
 HA1291  MODELED GRAV-     979,939.4   (mgal)                       NAVD 88
 HA1291
 HA1291  VERT ORDER  -  FIRST     CLASS II
 HA1291
 HA1291.The horizontal coordinates were scaled from a topographic map and have
 HA1291.an estimated accuracy of +/- 6 seconds.
 HA1291
 HA1291.The orthometric height was determined by differential leveling
 HA1291.and adjusted by the National Geodetic Survey in June 1991..
 HA1291
 HA1291.The geoid height was determined by GEOID03.
 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     -   302,860.      858,000.      MT  (+/- 180 meters Scaled)
 HA1291
 HA1291                          SUPERSEDED SURVEY CONTROL
 HA1291
 HA1291.No superseded survey control is available for this station.
 HA1291
 HA1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH506032(NAD 83)
 HA1291_MARKER: I = METAL ROD
 HA1291_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1291_SP_SET: STAINLESS STEEL ROD
 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_ROD/PIPE-DEPTH: 22.6 meters
 HA1291
 HA1291  HISTORY     - Date     Condition        Report By
 HA1291  HISTORY     - 1986     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2828 ***********************************************************************
 JZ2828  DESIGNATION -  A 358
 JZ2828  PID         -  JZ2828
 JZ2828  STATE/COUNTY-  IN/DECATUR
 JZ2828  USGS QUAD   -  GREENSBURG (1993)
 JZ2828
 JZ2828                         *CURRENT SURVEY CONTROL
 JZ2828  ___________________________________________________________________
 JZ2828* NAD 83(1986)-  39 21 44.     (N)    085 28 47.     (W)     SCALED    
 JZ2828* NAVD 88     -       291.843  (meters)     957.49   (feet)  ADJUSTED  
 JZ2828  ___________________________________________________________________
 JZ2828  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ2828  DYNAMIC HT  -         291.661 (meters)     956.89  (feet)  COMP
 JZ2828  MODELED GRAV-     979,996.0   (mgal)                       NAVD 88
 JZ2828
 JZ2828  VERT ORDER  -  FIRST     CLASS II
 JZ2828
 JZ2828.The horizontal coordinates were scaled from a topographic map and have
 JZ2828.an estimated accuracy of +/- 6 seconds.
 JZ2828
 JZ2828.The orthometric height was determined by differential leveling
 JZ2828.and adjusted by the National Geodetic Survey in June 1991..
 JZ2828
 JZ2828.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ2828
 JZ2828.No superseded survey control is available for this station.
 JZ2828
 JZ2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ309580(NAD 83)
 JZ2828_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 JZ2802 ***********************************************************************
 JZ2802  DESIGNATION -  A 359
 JZ2802  PID         -  JZ2802
 JZ2802  STATE/COUNTY-  IN/DEARBORN
 JZ2802  USGS QUAD   -  CEDAR GROVE (1994)
 JZ2802
 JZ2802                         *CURRENT SURVEY CONTROL
 JZ2802  ___________________________________________________________________
 JZ2802* NAD 83(1986)-  39 15 28.     (N)    084 56 51.     (W)     SCALED    
 JZ2802* NAVD 88     -       286.140  (meters)     938.78   (feet)  ADJUSTED  
 JZ2802  ___________________________________________________________________
 JZ2802  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ2802  DYNAMIC HT  -         285.963 (meters)     938.20  (feet)  COMP
 JZ2802  MODELED GRAV-     980,000.9   (mgal)                       NAVD 88
 JZ2802
 JZ2802  VERT ORDER  -  FIRST     CLASS II
 JZ2802
 JZ2802.The horizontal coordinates were scaled from a topographic map and have
 JZ2802.an estimated accuracy of +/- 6 seconds.
 JZ2802
 JZ2802.The orthometric height was determined by differential leveling
 JZ2802.and adjusted by the National Geodetic Survey in June 1991..
 JZ2802
 JZ2802.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ2802
 JZ2802.No superseded survey control is available for this station.
 JZ2802
 JZ2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ770473(NAD 83)
 JZ2802_MARKER: I = METAL ROD
 JZ2802_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JZ2802+WITH SETTING: INFORMATION.
 JZ2802_SP_SET: SHALLOW-SET METAL ROD
 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 = OCTOBER  6, 2006
 LA0771 ***********************************************************************
 LA0771  DESIGNATION -  A 36
 LA0771  PID         -  LA0771
 LA0771  STATE/COUNTY-  IN/HUNTINGTON
 LA0771  USGS QUAD   -  HUNTINGTON (1994)
 LA0771
 LA0771                         *CURRENT SURVEY CONTROL
 LA0771  ___________________________________________________________________
 LA0771* NAD 83(1986)-  40 52 59.     (N)    085 29 03.     (W)     SCALED    
 LA0771* NAVD 88     -       226.239  (meters)     742.25   (feet)  ADJUSTED  
 LA0771  ___________________________________________________________________
 LA0771  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 LA0771  DYNAMIC HT  -         226.133 (meters)     741.90  (feet)  COMP
 LA0771  MODELED GRAV-     980,151.7   (mgal)                       NAVD 88
 LA0771
 LA0771  VERT ORDER  -  SECOND    CLASS 0
 LA0771
 LA0771.The horizontal coordinates were scaled from a topographic map and have
 LA0771.an estimated accuracy of +/- 6 seconds.
 LA0771
 LA0771.The orthometric height was determined by differential leveling
 LA0771.and adjusted by the National Geodetic Survey in June 1991..
 LA0771
 LA0771.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0771.See file dsdata.txt to determine how the superseded data were derived.
 LA0771
 LA0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL277268(NAD 83)
 LA0771_MARKER: DB = BENCH MARK DISK
 LA0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0771_STAMPING: A 36 1934
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1965
 LA0771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1742 ***********************************************************************
 KA1742  DESIGNATION -  A 360
 KA1742  PID         -  KA1742
 KA1742  STATE/COUNTY-  IN/VERMILLION
 KA1742  USGS QUAD   -  CLINTON (1986)
 KA1742
 KA1742                         *CURRENT SURVEY CONTROL
 KA1742  ___________________________________________________________________
 KA1742* NAD 83(1986)-  39 43 54.     (N)    087 23 51.     (W)     SCALED    
 KA1742* NAVD 88     -       158.223  (meters)     519.10   (feet)  ADJUSTED  
 KA1742  ___________________________________________________________________
 KA1742  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KA1742  DYNAMIC HT  -         158.135 (meters)     518.81  (feet)  COMP
 KA1742  MODELED GRAV-     980,069.9   (mgal)                       NAVD 88
 KA1742
 KA1742  VERT ORDER  -  FIRST     CLASS II
 KA1742
 KA1742.The horizontal coordinates were scaled from a topographic map and have
 KA1742.an estimated accuracy of +/- 6 seconds.
 KA1742
 KA1742.The orthometric height was determined by differential leveling
 KA1742.and adjusted by the National Geodetic Survey in June 1991..
 KA1742
 KA1742.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1742
 KA1742.No superseded survey control is available for this station.
 KA1742
 KA1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ659980(NAD 83)
 KA1742_MARKER: I = METAL ROD
 KA1742_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1742_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1738 ***********************************************************************
 KA1738  DESIGNATION -  A 361
 KA1738  PID         -  KA1738
 KA1738  STATE/COUNTY-  IN/VERMILLION
 KA1738  USGS QUAD   -  CLINTON (1986)
 KA1738
 KA1738                         *CURRENT SURVEY CONTROL
 KA1738  ___________________________________________________________________
 KA1738* NAD 83(1986)-  39 39 29.     (N)    087 24 04.     (W)     SCALED    
 KA1738* NAVD 88     -       152.599  (meters)     500.65   (feet)  ADJUSTED  
 KA1738  ___________________________________________________________________
 KA1738  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KA1738  DYNAMIC HT  -         152.514 (meters)     500.37  (feet)  COMP
 KA1738  MODELED GRAV-     980,065.2   (mgal)                       NAVD 88
 KA1738
 KA1738  VERT ORDER  -  FIRST     CLASS II
 KA1738
 KA1738.The horizontal coordinates were scaled from a topographic map and have
 KA1738.an estimated accuracy of +/- 6 seconds.
 KA1738
 KA1738.The orthometric height was determined by differential leveling
 KA1738.and adjusted by the National Geodetic Survey in June 1991..
 KA1738
 KA1738.The geoid height was determined by GEOID03.
 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     -   489,600.      872,730.      MT  (+/- 180 meters Scaled)
 KA1738
 KA1738                          SUPERSEDED SURVEY CONTROL
 KA1738
 KA1738.No superseded survey control is available for this station.
 KA1738
 KA1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ655898(NAD 83)
 KA1738_MARKER: I = METAL ROD
 KA1738_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1738_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 LB2109 ***********************************************************************
 LB2109  DESIGNATION -  A 366
 LB2109  PID         -  LB2109
 LB2109  STATE/COUNTY-  IN/WARREN
 LB2109  USGS QUAD   -  COVINGTON (1991)
 LB2109
 LB2109                         *CURRENT SURVEY CONTROL
 LB2109  ___________________________________________________________________
 LB2109* NAD 83(1986)-  40 07 57.     (N)    087 27 57.     (W)     SCALED    
 LB2109* NAVD 88     -       192.052  (meters)     630.09   (feet)  ADJUSTED  
 LB2109  ___________________________________________________________________
 LB2109  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 LB2109  DYNAMIC HT  -         191.954 (meters)     629.77  (feet)  COMP
 LB2109  MODELED GRAV-     980,113.2   (mgal)                       NAVD 88
 LB2109
 LB2109  VERT ORDER  -  FIRST     CLASS II
 LB2109
 LB2109.The horizontal coordinates were scaled from a topographic map and have
 LB2109.an estimated accuracy of +/- 6 seconds.
 LB2109
 LB2109.The orthometric height was determined by differential leveling
 LB2109.and adjusted by the National Geodetic Survey in June 1991..
 LB2109
 LB2109.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2109
 LB2109.No superseded survey control is available for this station.
 LB2109
 LB2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK603425(NAD 83)
 LB2109_MARKER: I = METAL ROD
 LB2109_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LB2109_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 ME3358 ***********************************************************************
 ME3358  DESIGNATION -  A 367
 ME3358  PID         -  ME3358
 ME3358  STATE/COUNTY-  IN/LAKE
 ME3358  USGS QUAD   -  LAKE CALUMET (1997)
 ME3358
 ME3358                         *CURRENT SURVEY CONTROL
 ME3358  ___________________________________________________________________
 ME3358* NAD 83(1986)-  41 41 54.     (N)    087 31 12.     (W)     SCALED    
 ME3358* NAVD 88     -       179.668  (meters)     589.46   (feet)  ADJUSTED  
 ME3358  ___________________________________________________________________
 ME3358  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME3358  DYNAMIC HT  -         179.604 (meters)     589.25  (feet)  COMP
 ME3358  MODELED GRAV-     980,266.1   (mgal)                       NAVD 88
 ME3358
 ME3358  VERT ORDER  -  FIRST     CLASS II
 ME3358
 ME3358.The horizontal coordinates were scaled from a topographic map and have
 ME3358.an estimated accuracy of +/- 6 seconds.
 ME3358
 ME3358.The orthometric height was determined by differential leveling
 ME3358.and adjusted by the National Geodetic Survey in April 1995..
 ME3358
 ME3358.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3358.See file dsdata.txt to determine how the superseded data were derived.
 ME3358
 ME3358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM567164(NAD 83)
 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 = OCTOBER  6, 2006
 ME3395 ***********************************************************************
 ME3395  DESIGNATION -  A 368
 ME3395  PID         -  ME3395
 ME3395  STATE/COUNTY-  IN/MARSHALL
 ME3395  USGS QUAD   -  INWOOD (1994)
 ME3395
 ME3395                         *CURRENT SURVEY CONTROL
 ME3395  ___________________________________________________________________
 ME3395* NAD 83(1986)-  41 19 08.     (N)    086 12 54.     (W)     SCALED    
 ME3395* NAVD 88     -       256.617  (meters)     841.92   (feet)  ADJUSTED  
 ME3395  ___________________________________________________________________
 ME3395  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME3395  DYNAMIC HT  -         256.507 (meters)     841.56  (feet)  COMP
 ME3395  MODELED GRAV-     980,190.4   (mgal)                       NAVD 88
 ME3395
 ME3395  VERT ORDER  -  FIRST     CLASS II
 ME3395
 ME3395.The horizontal coordinates were scaled from a topographic map and have
 ME3395.an estimated accuracy of +/- 6 seconds.
 ME3395
 ME3395.The orthometric height was determined by differential leveling
 ME3395.and adjusted by the National Geodetic Survey in April 1995..
 ME3395
 ME3395.The geoid height was determined by GEOID03.
 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     -   674,120.       54,090.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3395.See file dsdata.txt to determine how the superseded data were derived.
 ME3395
 ME3395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL657744(NAD 83)
 ME3395_MARKER: I = METAL ROD
 ME3395_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME3395_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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 = OCTOBER  6, 2006
 LA1408 ***********************************************************************
 LA1408  DESIGNATION -  A 37
 LA1408  PID         -  LA1408
 LA1408  STATE/COUNTY-  IN/GRANT
 LA1408  USGS QUAD   -  GAS CITY (1994)
 LA1408
 LA1408                         *CURRENT SURVEY CONTROL
 LA1408  ___________________________________________________________________
 LA1408* NAD 83(1986)-  40 28 26.     (N)    085 35 49.     (W)     SCALED    
 LA1408* NAVD 88     -       263.224  (meters)     863.59   (feet)  ADJUSTED  
 LA1408  ___________________________________________________________________
 LA1408  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 LA1408  DYNAMIC HT  -         263.090 (meters)     863.15  (feet)  COMP
 LA1408  MODELED GRAV-     980,108.1   (mgal)                       NAVD 88
 LA1408
 LA1408  VERT ORDER  -  SECOND    CLASS 0
 LA1408
 LA1408.The horizontal coordinates were scaled from a topographic map and have
 LA1408.an estimated accuracy of +/- 6 seconds.
 LA1408
 LA1408.The orthometric height was determined by differential leveling
 LA1408.and adjusted by the National Geodetic Survey in June 1991..
 LA1408
 LA1408.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1408.See file dsdata.txt to determine how the superseded data were derived.
 LA1408
 LA1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK189813(NAD 83)
 LA1408_MARKER: DB = BENCH MARK DISK
 LA1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1408_STAMPING: A 37 1934
 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 = OCTOBER  6, 2006
 AA6380 ***********************************************************************
 AA6380  DESIGNATION -  A 374
 AA6380  PID         -  AA6380
 AA6380  STATE/COUNTY-  IN/MARION
 AA6380  USGS QUAD   -  CLERMONT (1984)
 AA6380
 AA6380                         *CURRENT SURVEY CONTROL
 AA6380  ___________________________________________________________________
 AA6380* NAD 83(1986)-  39 45 50.     (N)    086 17 25.     (W)     SCALED    
 AA6380* NAVD 88     -       238.987  (meters)     784.08   (feet)  ADJUSTED  
 AA6380  ___________________________________________________________________
 AA6380  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 AA6380  DYNAMIC HT  -         238.858 (meters)     783.65  (feet)  COMP
 AA6380  MODELED GRAV-     980,081.6   (mgal)                       NAVD 88
 AA6380
 AA6380  VERT ORDER  -  FIRST     CLASS II
 AA6380
 AA6380.The horizontal coordinates were scaled from a topographic map and have
 AA6380.an estimated accuracy of +/- 6 seconds.
 AA6380
 AA6380.The orthometric height was determined by differential leveling
 AA6380.and adjusted by the National Geodetic Survey in April 2001..
 AA6380
 AA6380.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 AA6380
 AA6380.No superseded survey control is available for this station.
 AA6380
 AA6380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK607017(NAD 83)
 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 = OCTOBER  6, 2006
 LA0326 ***********************************************************************
 LA0326  DESIGNATION -  A 38
 LA0326  PID         -  LA0326
 LA0326  STATE/COUNTY-  IN/JAY
 LA0326  USGS QUAD   -  PORTLAND (1992)
 LA0326
 LA0326                         *CURRENT SURVEY CONTROL
 LA0326  ___________________________________________________________________
 LA0326* NAD 83(1986)-  40 25 56.     (N)    084 58 38.     (W)     SCALED    
 LA0326* NAVD 88     -       277.618  (meters)     910.82   (feet)  ADJUSTED  
 LA0326  ___________________________________________________________________
 LA0326  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 LA0326  DYNAMIC HT  -         277.481 (meters)     910.37  (feet)  COMP
 LA0326  MODELED GRAV-     980,122.1   (mgal)                       NAVD 88
 LA0326
 LA0326  VERT ORDER  -  SECOND    CLASS 0
 LA0326
 LA0326.The horizontal coordinates were scaled from a topographic map and have
 LA0326.an estimated accuracy of +/- 6 seconds.
 LA0326
 LA0326.The orthometric height was determined by differential leveling
 LA0326.and adjusted by the National Geodetic Survey in June 1991..
 LA0326
 LA0326.The geoid height was determined by GEOID03.
 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     -   575,740.      158,500.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0326.See file dsdata.txt to determine how the superseded data were derived.
 LA0326
 LA0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK715776(NAD 83)
 LA0326_MARKER: DB = BENCH MARK DISK
 LA0326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0326_SP_SET: BUILDING
 LA0326_STAMPING: A 38 1934
 LA0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0326
 LA0326  HISTORY     - Date     Condition        Report By
 LA0326  HISTORY     - 1934     MONUMENTED       CGS
 LA0326  HISTORY     - 1947     GOOD             NGS
 LA0326
 LA0326                          STATION DESCRIPTION
 LA0326
 LA0326'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0236 ***********************************************************************
 LA0236  DESIGNATION -  A 39
 LA0236  PID         -  LA0236
 LA0236  STATE/COUNTY-  IN/RANDOLPH
 LA0236  USGS QUAD   -  UNION CITY (1994)
 LA0236
 LA0236                         *CURRENT SURVEY CONTROL
 LA0236  ___________________________________________________________________
 LA0236* NAD 83(1986)-  40 11 54.     (N)    084 48 27.     (W)     SCALED    
 LA0236* NAVD 88     -       339.523  (meters)    1113.92   (feet)  ADJUSTED  
 LA0236  ___________________________________________________________________
 LA0236  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 LA0236  DYNAMIC HT  -         339.343 (meters)    1113.33  (feet)  COMP
 LA0236  MODELED GRAV-     980,085.9   (mgal)                       NAVD 88
 LA0236
 LA0236  VERT ORDER  -  SECOND    CLASS 0
 LA0236
 LA0236.The horizontal coordinates were scaled from a topographic map and have
 LA0236.an estimated accuracy of +/- 6 seconds.
 LA0236
 LA0236.The orthometric height was determined by differential leveling
 LA0236.and adjusted by the National Geodetic Survey in June 1991..
 LA0236
 LA0236.The geoid height was determined by GEOID03.
 LA0236
 LA0236.The dynamic height is computed by dividing the NAVD 88
 LA0236.geopotential number by the normal gravity value computed on the
 LA0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0236.degrees latitude (g = 980.6199 gals.).
 LA0236
 LA0236.The modeled gravity was interpolated from observed gravity values.
 LA0236
 LA0236;                    North         East    Units  Estimated Accuracy
 LA0236;SPC IN E     -   549,890.      173,150.      MT  (+/- 180 meters Scaled)
 LA0236
 LA0236                          SUPERSEDED SURVEY CONTROL
 LA0236
 LA0236  NGVD 29 (??/??/92)  339.671  (m)         1114.40   (f) ADJ UNCH    2 0
 LA0236
 LA0236.Superseded values are not recommended for survey control.
 LA0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0236.See file dsdata.txt to determine how the superseded data were derived.
 LA0236
 LA0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK866520(NAD 83)
 LA0236_MARKER: DB = BENCH MARK DISK
 LA0236_SETTING: 0 = UNSPECIFIED SETTING
 LA0236_STAMPING: A 39 1934
 LA0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0236
 LA0236  HISTORY     - Date     Condition        Report By
 LA0236  HISTORY     - 1934     MONUMENTED       CGS
 LA0236  HISTORY     - 1947     GOOD             NGS
 LA0236
 LA0236                          STATION DESCRIPTION
 LA0236
 LA0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LA0236'AT UNION CITY.
 LA0236'AT UNION CITY, RANDOLPH COUNTY, ON THE CLEVELAND, CINCINNATI,
 LA0236'CHICAGO AND ST. LOUIS RAILWAY, AT THE CROSSING OF THE
 LA0236'PENNSYLVANIA RAILROAD, AT THE CROSSING OF EAST COLUMBIA STREET,
 LA0236'20 YARDS EAST OF THE CENTERLINE OF THE STREET, 25.9 FEET NORTH
 LA0236'OF THE NORTH RAIL OF THE C.C.C. AND ST. L. RY TRACK, IN THE
 LA0236'SOUTH FACE OF AN INTERLOCKING TOWER, 1.8 FEET EAST OF THE
 LA0236'SOUTHWEST CORNER, AND ABOUT 2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1030 ***********************************************************************
 LA1030  DESIGNATION -  A 39 X
 LA1030  PID         -  LA1030
 LA1030  STATE/COUNTY-  IN/JAY
 LA1030  USGS QUAD   -  PENNVILLE (1960)
 LA1030
 LA1030                         *CURRENT SURVEY CONTROL
 LA1030  ___________________________________________________________________
 LA1030* NAD 83(1986)-  40 27 53.     (N)    085 09 03.     (W)     SCALED    
 LA1030* NAVD 88     -       271.321  (meters)     890.16   (feet)  ADJUSTED  
 LA1030  ___________________________________________________________________
 LA1030  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 LA1030  DYNAMIC HT  -         271.184 (meters)     889.71  (feet)  COMP
 LA1030  MODELED GRAV-     980,112.6   (mgal)                       NAVD 88
 LA1030
 LA1030  VERT ORDER  -  SECOND    CLASS 0
 LA1030
 LA1030.The horizontal coordinates were scaled from a topographic map and have
 LA1030.an estimated accuracy of +/- 6 seconds.
 LA1030
 LA1030.The orthometric height was determined by differential leveling
 LA1030.and adjusted by the National Geodetic Survey in June 1991..
 LA1030
 LA1030.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1030.See file dsdata.txt to determine how the superseded data were derived.
 LA1030
 LA1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK567809(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1030
 LA1030  HISTORY     - Date     Condition        Report By
 LA1030  HISTORY     - 1934     MONUMENTED       CGS
 LA1030  HISTORY     - 1947     GOOD             NGS
 LA1030
 LA1030                          STATION DESCRIPTION
 LA1030
 LA1030'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0110 ***********************************************************************
 KA0110  DESIGNATION -  A 4
 KA0110  PID         -  KA0110
 KA0110  STATE/COUNTY-  IN/MARION
 KA0110  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA0110
 KA0110                         *CURRENT SURVEY CONTROL
 KA0110  ___________________________________________________________________
 KA0110* NAD 83(1986)-  39 45 48.     (N)    086 09 35.     (W)     SCALED    
 KA0110* NAVD 88     -       216.581  (meters)     710.57   (feet)  ADJUSTED  
 KA0110  ___________________________________________________________________
 KA0110  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KA0110  DYNAMIC HT  -         216.461 (meters)     710.17  (feet)  COMP
 KA0110  MODELED GRAV-     980,069.3   (mgal)                       NAVD 88
 KA0110
 KA0110  VERT ORDER  -  FIRST     CLASS II
 KA0110
 KA0110.The horizontal coordinates were scaled from a topographic map and have
 KA0110.an estimated accuracy of +/- 6 seconds.
 KA0110
 KA0110.The orthometric height was determined by differential leveling
 KA0110.and adjusted by the National Geodetic Survey in June 1991..
 KA0110.WARNING-Repeat measurements at this control monument indicate possible
 KA0110.vertical movement.
 KA0110
 KA0110.The geoid height was determined by GEOID03.
 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     -   501,360.       57,750.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0110.See file dsdata.txt to determine how the superseded data were derived.
 KA0110
 KA0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK719018(NAD 83)
 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 - March 09, 2005
 KA0110
 KA0110  HISTORY     - Date     Condition        Report By
 KA0110  HISTORY     - UNK      MONUMENTED       CGS
 KA0110  HISTORY     - 1947     GOOD             NGS
 KA0110  HISTORY     - 1985     GOOD             NGS
 KA0110  HISTORY     - 1986     GOOD             NGS
 KA0110  HISTORY     - 19980223 GOOD             USPSQD
 KA0110  HISTORY     - 20050309 GOOD             INDNR
 KA0110
 KA0110                          STATION DESCRIPTION
 KA0110
 KA0110'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1001 ***********************************************************************
 LA1001  DESIGNATION -  A 41
 LA1001  PID         -  LA1001
 LA1001  STATE/COUNTY-  IN/DELAWARE
 LA1001  USGS QUAD   -  MUNCIE EAST (1984)
 LA1001
 LA1001                         *CURRENT SURVEY CONTROL
 LA1001  ___________________________________________________________________
 LA1001* NAD 83(1986)-  40 11 26.     (N)    085 16 06.     (W)     SCALED    
 LA1001* NAVD 88     -       307.531  (meters)    1008.96   (feet)  ADJUSTED  
 LA1001  ___________________________________________________________________
 LA1001  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 LA1001  DYNAMIC HT  -         307.367 (meters)    1008.42  (feet)  COMP
 LA1001  MODELED GRAV-     980,084.6   (mgal)                       NAVD 88
 LA1001
 LA1001  VERT ORDER  -  SECOND    CLASS 0
 LA1001
 LA1001.The horizontal coordinates were scaled from a topographic map and have
 LA1001.an estimated accuracy of +/- 6 seconds.
 LA1001
 LA1001.The orthometric height was determined by differential leveling
 LA1001.and adjusted by the National Geodetic Survey in June 1991..
 LA1001
 LA1001.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1001.See file dsdata.txt to determine how the superseded data were derived.
 LA1001
 LA1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK474503(NAD 83)
 LA1001_MARKER: DB = BENCH MARK DISK
 LA1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1001_STAMPING: A 41 1934
 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             NGS
 LA1001  HISTORY     - 1969     GOOD             NGS
 LA1001
 LA1001                          STATION DESCRIPTION
 LA1001
 LA1001'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1969
 LA1001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1424 ***********************************************************************
 LA1424  DESIGNATION -  A 42
 LA1424  PID         -  LA1424
 LA1424  STATE/COUNTY-  IN/MADISON
 LA1424  USGS QUAD   -  ANDERSON SOUTH (1994)
 LA1424
 LA1424                         *CURRENT SURVEY CONTROL
 LA1424  ___________________________________________________________________
 LA1424* NAD 83(1986)-  40 06 00.     (N)    085 40 27.     (W)     SCALED    
 LA1424* NAVD 88     -       269.446  (meters)     884.01   (feet)  ADJUSTED  
 LA1424  ___________________________________________________________________
 LA1424  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LA1424  DYNAMIC HT  -         269.302 (meters)     883.53  (feet)  COMP
 LA1424  MODELED GRAV-     980,082.7   (mgal)                       NAVD 88
 LA1424
 LA1424  VERT ORDER  -  SECOND    CLASS 0
 LA1424
 LA1424.The horizontal coordinates were scaled from a topographic map and have
 LA1424.an estimated accuracy of +/- 6 seconds.
 LA1424
 LA1424.The orthometric height was determined by differential leveling
 LA1424.and adjusted by the National Geodetic Survey in June 1991..
 LA1424
 LA1424.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1424.See file dsdata.txt to determine how the superseded data were derived.
 LA1424
 LA1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK130396(NAD 83)
 LA1424_MARKER: DB = BENCH MARK DISK
 LA1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1424_STAMPING: A 42 1934
 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             NGS
 LA1424
 LA1424                          STATION DESCRIPTION
 LA1424
 LA1424'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0250 ***********************************************************************
 KA0250  DESIGNATION -  A 43
 KA0250  PID         -  KA0250
 KA0250  STATE/COUNTY-  IN/MARION
 KA0250  USGS QUAD   -  CARMEL (1988)
 KA0250
 KA0250                         *CURRENT SURVEY CONTROL
 KA0250  ___________________________________________________________________
 KA0250* NAD 83(1986)-  39 53 25.     (N)    086 08 27.     (W)     SCALED    
 KA0250* NAVD 88     -       225.444  (meters)     739.64   (feet)  ADJUSTED  
 KA0250  ___________________________________________________________________
 KA0250  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KA0250  DYNAMIC HT  -         225.319 (meters)     739.23  (feet)  COMP
 KA0250  MODELED GRAV-     980,068.6   (mgal)                       NAVD 88
 KA0250
 KA0250  VERT ORDER  -  SECOND    CLASS 0
 KA0250
 KA0250.The horizontal coordinates were scaled from a topographic map and have
 KA0250.an estimated accuracy of +/- 6 seconds.
 KA0250
 KA0250.The orthometric height was determined by differential leveling
 KA0250.and adjusted by the National Geodetic Survey in June 1991..
 KA0250
 KA0250.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0250.See file dsdata.txt to determine how the superseded data were derived.
 KA0250
 KA0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK734159(NAD 83)
 KA0250_MARKER: DB = BENCH MARK DISK
 KA0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0250_STAMPING: A 43 1934
 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             NGS
 KA0250  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KA0250
 KA0250                          STATION DESCRIPTION
 KA0250
 KA0250'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2395 ***********************************************************************
 JZ2395  DESIGNATION -  A 44
 JZ2395  PID         -  JZ2395
 JZ2395  STATE/COUNTY-  IN/HENRY
 JZ2395  USGS QUAD   -  KNIGHTSTOWN (1981)
 JZ2395
 JZ2395                         *CURRENT SURVEY CONTROL
 JZ2395  ___________________________________________________________________
 JZ2395* NAD 83(1986)-  39 51 07.     (N)    085 33 17.     (W)     SCALED    
 JZ2395* NAVD 88     -       306.383  (meters)    1005.19   (feet)  ADJUSTED  
 JZ2395  ___________________________________________________________________
 JZ2395  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JZ2395  DYNAMIC HT  -         306.210 (meters)    1004.62  (feet)  COMP
 JZ2395  MODELED GRAV-     980,052.2   (mgal)                       NAVD 88
 JZ2395
 JZ2395  VERT ORDER  -  SECOND    CLASS 0
 JZ2395
 JZ2395.The horizontal coordinates were scaled from a topographic map and have
 JZ2395.an estimated accuracy of +/- 6 seconds.
 JZ2395
 JZ2395.The orthometric height was determined by differential leveling
 JZ2395.and adjusted by the National Geodetic Survey in June 1991..
 JZ2395
 JZ2395.The geoid height was determined by GEOID03.
 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     -   511,090.      109,580.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2395.See file dsdata.txt to determine how the superseded data were derived.
 JZ2395
 JZ2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK236123(NAD 83)
 JZ2395_MARKER: DB = BENCH MARK DISK
 JZ2395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2395_STAMPING: A 44 1934
 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             NGS
 JZ2395
 JZ2395                          STATION DESCRIPTION
 JZ2395
 JZ2395'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1477 ***********************************************************************
 JZ1477  DESIGNATION -  A 45
 JZ1477  PID         -  JZ1477
 JZ1477  STATE/COUNTY-  IN/WAYNE
 JZ1477  USGS QUAD   -  GREENS FORK (1960)
 JZ1477
 JZ1477                         *CURRENT SURVEY CONTROL
 JZ1477  ___________________________________________________________________
 JZ1477* NAD 83(1986)-  39 53 26.     (N)    085 06 31.     (W)     SCALED    
 JZ1477* NAVD 88     -       309.131  (meters)    1014.21   (feet)  ADJUSTED  
 JZ1477  ___________________________________________________________________
 JZ1477  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JZ1477  DYNAMIC HT  -         308.956 (meters)    1013.63  (feet)  COMP
 JZ1477  MODELED GRAV-     980,051.9   (mgal)                       NAVD 88
 JZ1477
 JZ1477  VERT ORDER  -  SECOND    CLASS 0
 JZ1477
 JZ1477.The horizontal coordinates were scaled from a topographic map and have
 JZ1477.an estimated accuracy of +/- 6 seconds.
 JZ1477
 JZ1477.The orthometric height was determined by differential leveling
 JZ1477.and adjusted by the National Geodetic Survey in June 1991..
 JZ1477
 JZ1477.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1477.See file dsdata.txt to determine how the superseded data were derived.
 JZ1477
 JZ1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK617173(NAD 83)
 JZ1477_MARKER: DB = BENCH MARK DISK
 JZ1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1477_STAMPING: A 45 1934
 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             NGS
 JZ1477
 JZ1477                          STATION DESCRIPTION
 JZ1477
 JZ1477'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1245 ***********************************************************************
 JZ1245  DESIGNATION -  A 46
 JZ1245  PID         -  JZ1245
 JZ1245  STATE/COUNTY-  IN/UNION
 JZ1245  USGS QUAD   -  COLLEGE CORNER (1992)
 JZ1245
 JZ1245                         *CURRENT SURVEY CONTROL
 JZ1245  ___________________________________________________________________
 JZ1245* NAD 83(1986)-  39 34 01.     (N)    084 48 57.     (W)     SCALED    
 JZ1245* NAVD 88     -       301.234  (meters)     988.30   (feet)  ADJUSTED  
 JZ1245  ___________________________________________________________________
 JZ1245  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JZ1245  DYNAMIC HT  -         301.063 (meters)     987.74  (feet)  COMP
 JZ1245  MODELED GRAV-     980,049.1   (mgal)                       NAVD 88
 JZ1245
 JZ1245  VERT ORDER  -  SECOND    CLASS 0
 JZ1245
 JZ1245.The horizontal coordinates were scaled from a topographic map and have
 JZ1245.an estimated accuracy of +/- 6 seconds.
 JZ1245
 JZ1245.The orthometric height was determined by differential leveling
 JZ1245.and adjusted by the National Geodetic Survey in June 1991..
 JZ1245
 JZ1245.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1245.See file dsdata.txt to determine how the superseded data were derived.
 JZ1245
 JZ1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ876819(NAD 83)
 JZ1245_MARKER: DB = BENCH MARK DISK
 JZ1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1245_STAMPING: A 46 1934
 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 = OCTOBER  6, 2006
 JZ2710 ***********************************************************************
 JZ2710  DESIGNATION -  A 47 RESET 1978
 JZ2710  PID         -  JZ2710
 JZ2710  STATE/COUNTY-  IN/RUSH
 JZ2710  USGS QUAD   -  RUSHVILLE (1994)
 JZ2710
 JZ2710                         *CURRENT SURVEY CONTROL
 JZ2710  ___________________________________________________________________
 JZ2710* NAD 83(1986)-  39 36 26.     (N)    085 27 16.     (W)     SCALED    
 JZ2710* NAVD 88     -       291.71   (+/-2cm)     957.1    (feet)  VERTCON   
 JZ2710  ___________________________________________________________________
 JZ2710  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ2710
 JZ2710  VERT ORDER  -  THIRD (See Below)
 JZ2710
 JZ2710.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ2710
 JZ2710.The geoid height was determined by GEOID03.
 JZ2710
 JZ2710;                    North         East    Units  Estimated Accuracy
 JZ2710;SPC IN E     -   483,930.      118,230.      MT  (+/- 180 meters Scaled)
 JZ2710
 JZ2710                          SUPERSEDED SURVEY CONTROL
 JZ2710
 JZ2710  NGVD 29 (04/16/04)  291.84   (m)          957.5    (f) RESET       3  
 JZ2710
 JZ2710.Superseded values are not recommended for survey control.
 JZ2710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2710.See file dsdata.txt to determine how the superseded data were derived.
 JZ2710
 JZ2710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ326853(NAD 83)
 JZ2710_MARKER: DB = BENCH MARK DISK
 JZ2710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2710_STAMPING: A 47 RESET 1978
 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 = OCTOBER  6, 2006
 JZ0599 ***********************************************************************
 JZ0599  DESIGNATION -  A 48
 JZ0599  PID         -  JZ0599
 JZ0599  STATE/COUNTY-  IN/DEARBORN
 JZ0599  USGS QUAD   -  CEDAR GROVE (1994)
 JZ0599
 JZ0599                         *CURRENT SURVEY CONTROL
 JZ0599  ___________________________________________________________________
 JZ0599* NAD 83(1986)-  39 16 03.     (N)    084 56 50.     (W)     SCALED    
 JZ0599* NAVD 88     -       295.226  (meters)     968.59   (feet)  ADJUSTED  
 JZ0599  ___________________________________________________________________
 JZ0599  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JZ0599  DYNAMIC HT  -         295.044 (meters)     967.99  (feet)  COMP
 JZ0599  MODELED GRAV-     980,003.1   (mgal)                       NAVD 88
 JZ0599
 JZ0599  VERT ORDER  -  SECOND    CLASS 0
 JZ0599
 JZ0599.The horizontal coordinates were scaled from a topographic map and have
 JZ0599.an estimated accuracy of +/- 6 seconds.
 JZ0599
 JZ0599.The orthometric height was determined by differential leveling
 JZ0599.and adjusted by the National Geodetic Survey in June 1991..
 JZ0599
 JZ0599.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0599.See file dsdata.txt to determine how the superseded data were derived.
 JZ0599
 JZ0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ770484(NAD 83)
 JZ0599_MARKER: DB = BENCH MARK DISK
 JZ0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0599_STAMPING: A 48 1934
 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             NGS
 JZ0599
 JZ0599                          STATION DESCRIPTION
 JZ0599
 JZ0599'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2191 ***********************************************************************
 JZ2191  DESIGNATION -  A 49
 JZ2191  PID         -  JZ2191
 JZ2191  STATE/COUNTY-  IN/DECATUR
 JZ2191  USGS QUAD   -  WESTPORT (1994)
 JZ2191
 JZ2191                         *CURRENT SURVEY CONTROL
 JZ2191  ___________________________________________________________________
 JZ2191* NAD 83(1986)-  39 11 53.     (N)    085 33 53.     (W)     SCALED    
 JZ2191* NAVD 88     -       259.741  (meters)     852.17   (feet)  ADJUSTED  
 JZ2191  ___________________________________________________________________
 JZ2191  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JZ2191  DYNAMIC HT  -         259.577 (meters)     851.63  (feet)  COMP
 JZ2191  MODELED GRAV-     979,987.8   (mgal)                       NAVD 88
 JZ2191
 JZ2191  VERT ORDER  -  SECOND    CLASS 0
 JZ2191
 JZ2191.The horizontal coordinates were scaled from a topographic map and have
 JZ2191.an estimated accuracy of +/- 6 seconds.
 JZ2191
 JZ2191.The orthometric height was determined by differential leveling
 JZ2191.and adjusted by the National Geodetic Survey in June 1991..
 JZ2191
 JZ2191.The geoid height was determined by GEOID03.
 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     -   438,490.      108,810.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2191.See file dsdata.txt to determine how the superseded data were derived.
 JZ2191
 JZ2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ239397(NAD 83)
 JZ2191_MARKER: DB = BENCH MARK DISK
 JZ2191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2191_SP_SET: CONCRETE POST
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0683 ***********************************************************************
 KA0683  DESIGNATION -  A 50
 KA0683  PID         -  KA0683
 KA0683  STATE/COUNTY-  IN/BOONE
 KA0683  USGS QUAD   -  NEW ROSS (1980)
 KA0683
 KA0683                         *CURRENT SURVEY CONTROL
 KA0683  ___________________________________________________________________
 KA0683* NAD 83(1986)-  39 57 12.     (N)    086 41 25.     (W)     SCALED    
 KA0683* NAVD 88     -       275.227  (meters)     902.97   (feet)  ADJUSTED  
 KA0683  ___________________________________________________________________
 KA0683  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KA0683  DYNAMIC HT  -         275.078 (meters)     902.49  (feet)  COMP
 KA0683  MODELED GRAV-     980,076.5   (mgal)                       NAVD 88
 KA0683
 KA0683  VERT ORDER  -  SECOND    CLASS 0
 KA0683
 KA0683.The horizontal coordinates were scaled from a topographic map and have
 KA0683.an estimated accuracy of +/- 6 seconds.
 KA0683
 KA0683.The orthometric height was determined by differential leveling
 KA0683.and adjusted by the National Geodetic Survey in June 1991..
 KA0683
 KA0683.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0683.See file dsdata.txt to determine how the superseded data were derived.
 KA0683
 KA0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK264226(NAD 83)
 KA0683_MARKER: DB = BENCH MARK DISK
 KA0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0683_STAMPING: A 50 1934
 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 = OCTOBER  6, 2006
 KA1544 ***********************************************************************
 KA1544  DESIGNATION -  A 51
 KA1544  PID         -  KA1544
 KA1544  STATE/COUNTY-  IN/VERMILLION
 KA1544  USGS QUAD   -  DANA (1983)
 KA1544
 KA1544                         *CURRENT SURVEY CONTROL
 KA1544  ___________________________________________________________________
 KA1544* NAD 83(1986)-  39 49 01.     (N)    087 23 14.     (W)     SCALED    
 KA1544* NAVD 88     -       150.625  (meters)     494.18   (feet)  ADJUSTED  
 KA1544  ___________________________________________________________________
 KA1544  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KA1544  DYNAMIC HT  -         150.543 (meters)     493.91  (feet)  COMP
 KA1544  MODELED GRAV-     980,075.2   (mgal)                       NAVD 88
 KA1544
 KA1544  VERT ORDER  -  SECOND    CLASS 0
 KA1544
 KA1544.The horizontal coordinates were scaled from a topographic map and have
 KA1544.an estimated accuracy of +/- 6 seconds.
 KA1544
 KA1544.The orthometric height was determined by differential leveling
 KA1544.and adjusted by the National Geodetic Survey in June 1991..
 KA1544
 KA1544.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1544.See file dsdata.txt to determine how the superseded data were derived.
 KA1544
 KA1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK668075(NAD 83)
 KA1544_MARKER: DB = BENCH MARK DISK
 KA1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1544_STAMPING: A 51 1934
 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   NGS
 KA1544
 KA1544                          STATION DESCRIPTION
 KA1544
 KA1544'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0431 ***********************************************************************
 KA0431  DESIGNATION -  A 52
 KA0431  PID         -  KA0431
 KA0431  STATE/COUNTY-  IN/OWEN
 KA0431  USGS QUAD   -  GOSPORT (1983)
 KA0431
 KA0431                         *CURRENT SURVEY CONTROL
 KA0431  ___________________________________________________________________
 KA0431* NAD 83(1986)-  39 21 34.     (N)    086 39 31.     (W)     SCALED    
 KA0431* NAVD 88     -       174.153  (meters)     571.37   (feet)  ADJUSTED  
 KA0431  ___________________________________________________________________
 KA0431  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KA0431  DYNAMIC HT  -         174.052 (meters)     571.04  (feet)  COMP
 KA0431  MODELED GRAV-     980,042.1   (mgal)                       NAVD 88
 KA0431
 KA0431  VERT ORDER  -  SECOND    CLASS 0
 KA0431
 KA0431.The horizontal coordinates were scaled from a topographic map and have
 KA0431.an estimated accuracy of +/- 6 seconds.
 KA0431
 KA0431.The orthometric height was determined by differential leveling
 KA0431.and adjusted by the National Geodetic Survey in June 1991..
 KA0431
 KA0431.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0431.See file dsdata.txt to determine how the superseded data were derived.
 KA0431
 KA0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ294567(NAD 83)
 KA0431_MARKER: DB = BENCH MARK DISK
 KA0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0431_STAMPING: A 52 1934
 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             NGS
 KA0431
 KA0431                          STATION DESCRIPTION
 KA0431
 KA0431'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0320 ***********************************************************************
 KA0320  DESIGNATION -  A 53 X
 KA0320  PID         -  KA0320
 KA0320  STATE/COUNTY-  IN/MONROE
 KA0320  USGS QUAD   -  UNIONVILLE (1990)
 KA0320
 KA0320                         *CURRENT SURVEY CONTROL
 KA0320  ___________________________________________________________________
 KA0320* NAD 83(1986)-  39 09 47.     (N)    086 26 35.     (W)     SCALED    
 KA0320* NAVD 88     -       250.950  (meters)     823.33   (feet)  ADJUSTED  
 KA0320  ___________________________________________________________________
 KA0320  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KA0320  DYNAMIC HT  -         250.797 (meters)     822.82  (feet)  COMP
 KA0320  MODELED GRAV-     980,012.1   (mgal)                       NAVD 88
 KA0320
 KA0320  VERT ORDER  -  SECOND    CLASS 0
 KA0320
 KA0320.The horizontal coordinates were scaled from a topographic map and have
 KA0320.an estimated accuracy of +/- 6 seconds.
 KA0320
 KA0320.The orthometric height was determined by differential leveling
 KA0320.and adjusted by the National Geodetic Survey in June 1991..
 KA0320
 KA0320.The geoid height was determined by GEOID03.
 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     -   434,790.      955,340.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0320.See file dsdata.txt to determine how the superseded data were derived.
 KA0320
 KA0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ481350(NAD 83)
 KA0320_MARKER: DB = BENCH MARK DISK
 KA0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0320_STAMPING: A 53 X 1934
 KA0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0320+STABILITY: SURFACE MOTION
 KA0320
 KA0320  HISTORY     - Date     Condition        Report By
 KA0320  HISTORY     - 1934     MONUMENTED       CGS
 KA0320  HISTORY     - 1966     GOOD             NGS
 KA0320  HISTORY     - 20031213 GOOD             GEOCAC
 KA0320
 KA0320                          STATION DESCRIPTION
 KA0320
 KA0320'DESCRIBED BY NATIONAL 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'RECOVERED IN GOOD CONDITION, GPS COORDINATES OFF BY 200 FT TO THE
 KA0320'WEST. MARKED AS A53X.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0096 ***********************************************************************
 JA0096  DESIGNATION -  A 55
 JA0096  PID         -  JA0096
 JA0096  STATE/COUNTY-  IN/ORANGE
 JA0096  USGS QUAD   -  PAOLI (1993)
 JA0096
 JA0096                         *CURRENT SURVEY CONTROL
 JA0096  ___________________________________________________________________
 JA0096* NAD 83(1986)-  38 33 14.     (N)    086 28 10.     (W)     SCALED    
 JA0096* NAVD 88     -       176.849  (meters)     580.21   (feet)  ADJUSTED  
 JA0096  ___________________________________________________________________
 JA0096  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JA0096  DYNAMIC HT  -         176.727 (meters)     579.81  (feet)  COMP
 JA0096  MODELED GRAV-     979,938.7   (mgal)                       NAVD 88
 JA0096
 JA0096  VERT ORDER  -  SECOND    CLASS 0
 JA0096
 JA0096.The horizontal coordinates were scaled from a topographic map and have
 JA0096.an estimated accuracy of +/- 6 seconds.
 JA0096
 JA0096.The orthometric height was determined by differential leveling
 JA0096.and adjusted by the National Geodetic Survey in June 1991..
 JA0096
 JA0096.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0096.See file dsdata.txt to determine how the superseded data were derived.
 JA0096
 JA0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH462674(NAD 83)
 JA0096_MARKER: DB = BENCH MARK DISK
 JA0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0096_STAMPING: A 55 1934
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1967
 JA0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1382 ***********************************************************************
 HZ1382  DESIGNATION -  A 60
 HZ1382  PID         -  HZ1382
 HZ1382  STATE/COUNTY-  IN/CLARK
 HZ1382  USGS QUAD   -  SPEED (1994)
 HZ1382
 HZ1382                         *CURRENT SURVEY CONTROL
 HZ1382  ___________________________________________________________________
 HZ1382* NAD 83(1986)-  38 28 47.     (N)    085 45 45.     (W)     SCALED    
 HZ1382* NAVD 88     -       145.131  (meters)     476.15   (feet)  ADJUSTED  
 HZ1382  ___________________________________________________________________
 HZ1382  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HZ1382  DYNAMIC HT  -         145.036 (meters)     475.84  (feet)  COMP
 HZ1382  MODELED GRAV-     979,965.7   (mgal)                       NAVD 88
 HZ1382
 HZ1382  VERT ORDER  -  SECOND    CLASS 0
 HZ1382
 HZ1382.The horizontal coordinates were scaled from a topographic map and have
 HZ1382.an estimated accuracy of +/- 6 seconds.
 HZ1382
 HZ1382.The orthometric height was determined by differential leveling
 HZ1382.and adjusted by the National Geodetic Survey in June 1991..
 HZ1382
 HZ1382.The geoid height was determined by GEOID03.
 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     -   358,750.       91,640.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1382.See file dsdata.txt to determine how the superseded data were derived.
 HZ1382
 HZ1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH079597(NAD 83)
 HZ1382_MARKER: DB = BENCH MARK DISK
 HZ1382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1382_SP_SET: ABUTMENT
 HZ1382_STAMPING: A 60 1934
 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 = OCTOBER  6, 2006
 KA0088 ***********************************************************************
 KA0088  DESIGNATION -  A 61
 KA0088  PID         -  KA0088
 KA0088  STATE/COUNTY-  IN/HENDRICKS
 KA0088  USGS QUAD   -  BROWNSBURG (1980)
 KA0088
 KA0088                         *CURRENT SURVEY CONTROL
 KA0088  ___________________________________________________________________
 KA0088* NAD 83(1986)-  39 45 22.     (N)    086 29 12.     (W)     SCALED    
 KA0088* NAVD 88     -       273.521  (meters)     897.38   (feet)  ADJUSTED  
 KA0088  ___________________________________________________________________
 KA0088  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KA0088  DYNAMIC HT  -         273.372 (meters)     896.89  (feet)  COMP
 KA0088  MODELED GRAV-     980,073.9   (mgal)                       NAVD 88
 KA0088
 KA0088  VERT ORDER  -  FIRST     CLASS II
 KA0088
 KA0088.The horizontal coordinates were scaled from a topographic map and have
 KA0088.an estimated accuracy of +/- 6 seconds.
 KA0088
 KA0088.The orthometric height was determined by differential leveling
 KA0088.and adjusted by the National Geodetic Survey in June 1991..
 KA0088
 KA0088.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0088.See file dsdata.txt to determine how the superseded data were derived.
 KA0088
 KA0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK439008(NAD 83)
 KA0088_MARKER: DB = BENCH MARK DISK
 KA0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0088_STAMPING: A 61 1946
 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 = OCTOBER  6, 2006
 KA0609 ***********************************************************************
 KA0609  DESIGNATION -  A 62
 KA0609  PID         -  KA0609
 KA0609  STATE/COUNTY-  IN/PUTNAM
 KA0609  USGS QUAD   -  CLOVERDALE (1986)
 KA0609
 KA0609                         *CURRENT SURVEY CONTROL
 KA0609  ___________________________________________________________________
 KA0609* NAD 83(1986)-  39 35 28.     (N)    086 52 09.     (W)     SCALED    
 KA0609* NAVD 88     -       224.261  (meters)     735.76   (feet)  ADJUSTED  
 KA0609  ___________________________________________________________________
 KA0609  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KA0609  DYNAMIC HT  -         224.134 (meters)     735.35  (feet)  COMP
 KA0609  MODELED GRAV-     980,055.3   (mgal)                       NAVD 88
 KA0609
 KA0609  VERT ORDER  -  SECOND    CLASS 0
 KA0609
 KA0609.The horizontal coordinates were scaled from a topographic map and have
 KA0609.an estimated accuracy of +/- 6 seconds.
 KA0609
 KA0609.The orthometric height was determined by differential leveling
 KA0609.and adjusted by the National Geodetic Survey in June 1991..
 KA0609
 KA0609.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0609.See file dsdata.txt to determine how the superseded data were derived.
 KA0609
 KA0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ112823(NAD 83)
 KA0609_MARKER: DB = BENCH MARK DISK
 KA0609_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0609_SP_SET: SEMAPHORE
 KA0609_STAMPING: A 62 1946
 KA0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0060 ***********************************************************************
 KA0060  DESIGNATION -  A 63
 KA0060  PID         -  KA0060
 KA0060  STATE/COUNTY-  IN/HENDRICKS
 KA0060  USGS QUAD   -  PLAINFIELD (1980)
 KA0060
 KA0060                         *CURRENT SURVEY CONTROL
 KA0060  ___________________________________________________________________
 KA0060* NAD 83(1986)-  39 41 50.     (N)    086 25 04.     (W)     SCALED    
 KA0060* NAVD 88     -       234.904  (meters)     770.68   (feet)  ADJUSTED  
 KA0060  ___________________________________________________________________
 KA0060  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KA0060  DYNAMIC HT  -         234.777 (meters)     770.26  (feet)  COMP
 KA0060  MODELED GRAV-     980,081.9   (mgal)                       NAVD 88
 KA0060
 KA0060  VERT ORDER  -  SECOND    CLASS 0
 KA0060
 KA0060.The horizontal coordinates were scaled from a topographic map and have
 KA0060.an estimated accuracy of +/- 6 seconds.
 KA0060
 KA0060.The orthometric height was determined by differential leveling
 KA0060.and adjusted by the National Geodetic Survey in June 1991..
 KA0060
 KA0060.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0060.See file dsdata.txt to determine how the superseded data were derived.
 KA0060
 KA0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ499943(NAD 83)
 KA0060_MARKER: DB = BENCH MARK DISK
 KA0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0060_SP_SET: CULVERT
 KA0060_STAMPING: A 63 1946
 KA0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0134 ***********************************************************************
 KA0134  DESIGNATION -  A 65
 KA0134  PID         -  KA0134
 KA0134  STATE/COUNTY-  IN/MARION
 KA0134  USGS QUAD   -  MAYWOOD (1986)
 KA0134
 KA0134                         *CURRENT SURVEY CONTROL
 KA0134  ___________________________________________________________________
 KA0134* NAD 83(1986)-  39 44 23.     (N)    086 13 31.     (W)     SCALED    
 KA0134* NAVD 88     -       214.992  (meters)     705.35   (feet)  ADJUSTED  
 KA0134  ___________________________________________________________________
 KA0134  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KA0134  DYNAMIC HT  -         214.875 (meters)     704.97  (feet)  COMP
 KA0134  MODELED GRAV-     980,079.2   (mgal)                       NAVD 88
 KA0134
 KA0134  VERT ORDER  -  SECOND    CLASS 0
 KA0134
 KA0134.The horizontal coordinates were scaled from a topographic map and have
 KA0134.an estimated accuracy of +/- 6 seconds.
 KA0134
 KA0134.The orthometric height was determined by differential leveling
 KA0134.and adjusted by the National Geodetic Survey in June 1991..
 KA0134
 KA0134.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0134.See file dsdata.txt to determine how the superseded data were derived.
 KA0134
 KA0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ663991(NAD 83)
 KA0134_MARKER: DB = BENCH MARK DISK
 KA0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0134_STAMPING: A 65 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0948 ***********************************************************************
 KA0948  DESIGNATION -  A 67
 KA0948  PID         -  KA0948
 KA0948  STATE/COUNTY-  IN/CLAY
 KA0948  USGS QUAD   -  BRAZIL WEST (1986)
 KA0948
 KA0948                         *CURRENT SURVEY CONTROL
 KA0948  ___________________________________________________________________
 KA0948* NAD 83(1986)-  39 31 25.     (N)    087 07 34.     (W)     SCALED    
 KA0948* NAVD 88     -       200.952  (meters)     659.29   (feet)  ADJUSTED  
 KA0948  ___________________________________________________________________
 KA0948  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KA0948  DYNAMIC HT  -         200.836 (meters)     658.91  (feet)  COMP
 KA0948  MODELED GRAV-     980,043.6   (mgal)                       NAVD 88
 KA0948
 KA0948  VERT ORDER  -  FIRST     CLASS II
 KA0948
 KA0948.The horizontal coordinates were scaled from a topographic map and have
 KA0948.an estimated accuracy of +/- 6 seconds.
 KA0948
 KA0948.The orthometric height was determined by differential leveling
 KA0948.and adjusted by the National Geodetic Survey in June 1991..
 KA0948
 KA0948.The geoid height was determined by GEOID03.
 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     -   474,630.      896,320.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0948.See file dsdata.txt to determine how the superseded data were derived.
 KA0948
 KA0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ891748(NAD 83)
 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 = OCTOBER  6, 2006
 KA1093 ***********************************************************************
 KA1093  DESIGNATION -  A 68
 KA1093  PID         -  KA1093
 KA1093  STATE/COUNTY-  IN/CLAY
 KA1093  USGS QUAD   -  STAUNTON (1986)
 KA1093
 KA1093                         *CURRENT SURVEY CONTROL
 KA1093  ___________________________________________________________________
 KA1093* NAD 83(1986)-  39 29 15.     (N)    087 11 59.     (W)     SCALED    
 KA1093* NAVD 88     -       191.097  (meters)     626.96   (feet)  ADJUSTED  
 KA1093  ___________________________________________________________________
 KA1093  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KA1093  DYNAMIC HT  -         190.987 (meters)     626.60  (feet)  COMP
 KA1093  MODELED GRAV-     980,050.1   (mgal)                       NAVD 88
 KA1093
 KA1093  VERT ORDER  -  SECOND    CLASS 0
 KA1093
 KA1093.The horizontal coordinates were scaled from a topographic map and have
 KA1093.an estimated accuracy of +/- 6 seconds.
 KA1093
 KA1093.The orthometric height was determined by differential leveling
 KA1093.and adjusted by the National Geodetic Survey in June 1991..
 KA1093
 KA1093.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1093.See file dsdata.txt to determine how the superseded data were derived.
 KA1093
 KA1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ828708(NAD 83)
 KA1093_MARKER: DB = BENCH MARK DISK
 KA1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1093_STAMPING: A 68 1946
 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 = OCTOBER  6, 2006
 KA1149 ***********************************************************************
 KA1149  DESIGNATION -  A 69
 KA1149  PID         -  KA1149
 KA1149  STATE/COUNTY-  IN/CLAY
 KA1149  USGS QUAD   -  CENTER POINT (1986)
 KA1149
 KA1149                         *CURRENT SURVEY CONTROL
 KA1149  ___________________________________________________________________
 KA1149* NAD 83(1986)-  39 26 43.     (N)    087 04 17.     (W)     SCALED    
 KA1149* NAVD 88     -       196.298  (meters)     644.02   (feet)  ADJUSTED  
 KA1149  ___________________________________________________________________
 KA1149  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KA1149  DYNAMIC HT  -         196.185 (meters)     643.65  (feet)  COMP
 KA1149  MODELED GRAV-     980,049.9   (mgal)                       NAVD 88
 KA1149
 KA1149  VERT ORDER  -  SECOND    CLASS 0
 KA1149
 KA1149.The horizontal coordinates were scaled from a topographic map and have
 KA1149.an estimated accuracy of +/- 6 seconds.
 KA1149
 KA1149.The orthometric height was determined by differential leveling
 KA1149.and adjusted by the National Geodetic Survey in June 1991..
 KA1149
 KA1149.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1149.See file dsdata.txt to determine how the superseded data were derived.
 KA1149
 KA1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ938661(NAD 83)
 KA1149_MARKER: DB = BENCH MARK DISK
 KA1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1149_STAMPING: A 69 1946
 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 = OCTOBER  6, 2006
 ME0536 ***********************************************************************
 ME0536  DESIGNATION -  A 7
 ME0536  PID         -  ME0536
 ME0536  STATE/COUNTY-  IN/STARKE
 ME0536  USGS QUAD   -  KINGSFORD HEIGHTS (1977)
 ME0536
 ME0536                         *CURRENT SURVEY CONTROL
 ME0536  ___________________________________________________________________
 ME0536* NAD 83(1986)-  41 23 54.     (N)    086 41 37.     (W)     SCALED    
 ME0536* NAVD 88     -       207.284  (meters)     680.06   (feet)  ADJUSTED  
 ME0536  ___________________________________________________________________
 ME0536  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0536  DYNAMIC HT  -         207.200 (meters)     679.79  (feet)  COMP
 ME0536  MODELED GRAV-     980,214.0   (mgal)                       NAVD 88
 ME0536
 ME0536  VERT ORDER  -  FIRST     CLASS I
 ME0536
 ME0536.The horizontal coordinates were scaled from a topographic map and have
 ME0536.an estimated accuracy of +/- 6 seconds.
 ME0536
 ME0536.The orthometric height was determined by differential leveling
 ME0536.and adjusted by the National Geodetic Survey in June 1991..
 ME0536
 ME0536.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0536.See file dsdata.txt to determine how the superseded data were derived.
 ME0536
 ME0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL256830(NAD 83)
 ME0536_MARKER: DB = BENCH MARK DISK
 ME0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0536_STAMPING: ELEV 680.310 FT A 7
 ME0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0536+STABILITY: SURFACE MOTION
 ME0536
 ME0536  HISTORY     - Date     Condition        Report By
 ME0536  HISTORY     - UNK      MONUMENTED       CGS
 ME0536  HISTORY     - 1968     GOOD             NGS
 ME0536  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0536
 ME0536                          STATION DESCRIPTION
 ME0536
 ME0536'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0950 ***********************************************************************
 KA0950  DESIGNATION -  A 70
 KA0950  PID         -  KA0950
 KA0950  STATE/COUNTY-  IN/CLAY
 KA0950  USGS QUAD   -  BRAZIL WEST (1986)
 KA0950
 KA0950                         *CURRENT SURVEY CONTROL
 KA0950  ___________________________________________________________________
 KA0950* NAD 83(1986)-  39 30 39.     (N)    087 09 46.     (W)     SCALED    
 KA0950* NAVD 88     -       196.325  (meters)     644.11   (feet)  ADJUSTED  
 KA0950  ___________________________________________________________________
 KA0950  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KA0950  DYNAMIC HT  -         196.211 (meters)     643.74  (feet)  COMP
 KA0950  MODELED GRAV-     980,041.6   (mgal)                       NAVD 88
 KA0950
 KA0950  VERT ORDER  -  SECOND    CLASS 0
 KA0950
 KA0950.The horizontal coordinates were scaled from a topographic map and have
 KA0950.an estimated accuracy of +/- 6 seconds.
 KA0950
 KA0950.The orthometric height was determined by differential leveling
 KA0950.and adjusted by the National Geodetic Survey in June 1991..
 KA0950
 KA0950.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0950.See file dsdata.txt to determine how the superseded data were derived.
 KA0950
 KA0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ860734(NAD 83)
 KA0950_MARKER: DB = BENCH MARK DISK
 KA0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0950_STAMPING: A 70 1946
 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 = OCTOBER  6, 2006
 KA0825 ***********************************************************************
 KA0825  DESIGNATION -  A 71
 KA0825  PID         -  KA0825
 KA0825  STATE/COUNTY-  IN/PARKE
 KA0825  USGS QUAD   -  BRAZIL EAST (1986)
 KA0825
 KA0825                         *CURRENT SURVEY CONTROL
 KA0825  ___________________________________________________________________
 KA0825* NAD 83(1986)-  39 36 45.     (N)    087 06 25.     (W)     SCALED    
 KA0825* NAVD 88     -       192.355  (meters)     631.08   (feet)  ADJUSTED  
 KA0825  ___________________________________________________________________
 KA0825  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KA0825  DYNAMIC HT  -         192.245 (meters)     630.72  (feet)  COMP
 KA0825  MODELED GRAV-     980,050.0   (mgal)                       NAVD 88
 KA0825
 KA0825  VERT ORDER  -  SECOND    CLASS 0
 KA0825
 KA0825.The horizontal coordinates were scaled from a topographic map and have
 KA0825.an estimated accuracy of +/- 6 seconds.
 KA0825
 KA0825.The orthometric height was determined by differential leveling
 KA0825.and adjusted by the National Geodetic Survey in June 1991..
 KA0825
 KA0825.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0825.See file dsdata.txt to determine how the superseded data were derived.
 KA0825
 KA0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ908847(NAD 83)
 KA0825_MARKER: DB = BENCH MARK DISK
 KA0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0825_STAMPING: A 71 1946
 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 = OCTOBER  6, 2006
 KA0556 ***********************************************************************
 KA0556  DESIGNATION -  A 72
 KA0556  PID         -  KA0556
 KA0556  STATE/COUNTY-  IN/PUTNAM
 KA0556  USGS QUAD   -  RUSSELLVILLE (1963)
 KA0556
 KA0556                         *CURRENT SURVEY CONTROL
 KA0556  ___________________________________________________________________
 KA0556* NAD 83(1986)-  39 45 24.     (N)    086 59 50.     (W)     SCALED    
 KA0556* NAVD 88     -       255.234  (meters)     837.38   (feet)  ADJUSTED  
 KA0556  ___________________________________________________________________
 KA0556  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KA0556  DYNAMIC HT  -         255.089 (meters)     836.90  (feet)  COMP
 KA0556  MODELED GRAV-     980,050.5   (mgal)                       NAVD 88
 KA0556
 KA0556  VERT ORDER  -  SECOND    CLASS 0
 KA0556
 KA0556.The horizontal coordinates were scaled from a topographic map and have
 KA0556.an estimated accuracy of +/- 6 seconds.
 KA0556
 KA0556.The orthometric height was determined by differential leveling
 KA0556.and adjusted by the National Geodetic Survey in June 1991..
 KA0556
 KA0556.The geoid height was determined by GEOID03.
 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     -   500,500.      907,380.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0556.See file dsdata.txt to determine how the superseded data were derived.
 KA0556
 KA0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK002007(NAD 83)
 KA0556_MARKER: DB = BENCH MARK DISK
 KA0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0556_STAMPING: A 72 1946
 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 = OCTOBER  6, 2006
 KA0793 ***********************************************************************
 KA0793  DESIGNATION -  A 73
 KA0793  PID         -  KA0793
 KA0793  STATE/COUNTY-  IN/HENDRICKS
 KA0793  USGS QUAD   -  NORTH SALEM (1977)
 KA0793
 KA0793                         *CURRENT SURVEY CONTROL
 KA0793  ___________________________________________________________________
 KA0793* NAD 83(1986)-  39 47 59.     (N)    086 39 07.     (W)     SCALED    
 KA0793* NAVD 88     -       271.601  (meters)     891.08   (feet)  ADJUSTED  
 KA0793  ___________________________________________________________________
 KA0793  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KA0793  DYNAMIC HT  -         271.452 (meters)     890.59  (feet)  COMP
 KA0793  MODELED GRAV-     980,072.2   (mgal)                       NAVD 88
 KA0793
 KA0793  VERT ORDER  -  SECOND    CLASS 0
 KA0793
 KA0793.The horizontal coordinates were scaled from a topographic map and have
 KA0793.an estimated accuracy of +/- 6 seconds.
 KA0793
 KA0793.The orthometric height was determined by differential leveling
 KA0793.and adjusted by the National Geodetic Survey in June 1991..
 KA0793
 KA0793.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0793.See file dsdata.txt to determine how the superseded data were derived.
 KA0793
 KA0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK297055(NAD 83)
 KA0793_MARKER: DB = BENCH MARK DISK
 KA0793_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0793_SP_SET: CULVERT
 KA0793_STAMPING: A 73 1946
 KA0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0793
 KA0793  HISTORY     - Date     Condition        Report By
 KA0793  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0773 ***********************************************************************
 KA0773  DESIGNATION -  A 74
 KA0773  PID         -  KA0773
 KA0773  STATE/COUNTY-  IN/PUTNAM
 KA0773  USGS QUAD   -  RUSSELLVILLE (1963)
 KA0773
 KA0773                         *CURRENT SURVEY CONTROL
 KA0773  ___________________________________________________________________
 KA0773* NAD 83(1986)-  39 49 47.     (N)    086 58 47.     (W)     SCALED    
 KA0773* NAVD 88     -       255.620  (meters)     838.65   (feet)  ADJUSTED  
 KA0773  ___________________________________________________________________
 KA0773  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KA0773  DYNAMIC HT  -         255.476 (meters)     838.17  (feet)  COMP
 KA0773  MODELED GRAV-     980,059.0   (mgal)                       NAVD 88
 KA0773
 KA0773  VERT ORDER  -  SECOND    CLASS 0
 KA0773
 KA0773.The horizontal coordinates were scaled from a topographic map and have
 KA0773.an estimated accuracy of +/- 6 seconds.
 KA0773
 KA0773.The orthometric height was determined by differential leveling
 KA0773.and adjusted by the National Geodetic Survey in June 1991..
 KA0773
 KA0773.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0773.See file dsdata.txt to determine how the superseded data were derived.
 KA0773
 KA0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK017088(NAD 83)
 KA0773_MARKER: DB = BENCH MARK DISK
 KA0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0773_STAMPING: A 74 1946
 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 = OCTOBER  6, 2006
 KA0732 ***********************************************************************
 KA0732  DESIGNATION -  A 75
 KA0732  PID         -  KA0732
 KA0732  STATE/COUNTY-  IN/MONTGOMERY
 KA0732  USGS QUAD   -  LADOGA (1984)
 KA0732
 KA0732                         *CURRENT SURVEY CONTROL
 KA0732  ___________________________________________________________________
 KA0732* NAD 83(1986)-  39 53 38.     (N)    086 47 55.     (W)     SCALED    
 KA0732* NAVD 88     -       252.408  (meters)     828.11   (feet)  ADJUSTED  
 KA0732  ___________________________________________________________________
 KA0732  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KA0732  DYNAMIC HT  -         252.270 (meters)     827.66  (feet)  COMP
 KA0732  MODELED GRAV-     980,073.9   (mgal)                       NAVD 88
 KA0732
 KA0732  VERT ORDER  -  SECOND    CLASS 0
 KA0732
 KA0732.The horizontal coordinates were scaled from a topographic map and have
 KA0732.an estimated accuracy of +/- 6 seconds.
 KA0732
 KA0732.The orthometric height was determined by differential leveling
 KA0732.and adjusted by the National Geodetic Survey in June 1991..
 KA0732
 KA0732.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0732.See file dsdata.txt to determine how the superseded data were derived.
 KA0732
 KA0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK172159(NAD 83)
 KA0732_MARKER: DB = BENCH MARK DISK
 KA0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0732_STAMPING: A 75 1946
 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 = OCTOBER  6, 2006
 KA0748 ***********************************************************************
 KA0748  DESIGNATION -  A 76 RESET 1947
 KA0748  PID         -  KA0748
 KA0748  STATE/COUNTY-  IN/HENDRICKS
 KA0748  USGS QUAD   -  COATESVILLE (1983)
 KA0748
 KA0748                         *CURRENT SURVEY CONTROL
 KA0748  ___________________________________________________________________
 KA0748* NAD 83(1986)-  39 39 33.     (N)    086 40 11.     (W)     SCALED    
 KA0748* NAVD 88     -       256.48   (+/-2cm)     841.5    (feet)  VERTCON   
 KA0748  ___________________________________________________________________
 KA0748  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KA0748
 KA0748  VERT ORDER  -  THIRD (See Below)
 KA0748
 KA0748.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 KA0748
 KA0748.The geoid height was determined by GEOID03.
 KA0748
 KA0748;                    North         East    Units  Estimated Accuracy
 KA0748;SPC IN W     -   489,760.      935,490.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0748.See file dsdata.txt to determine how the superseded data were derived.
 KA0748
 KA0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ283899(NAD 83)
 KA0748_MARKER: DB = BENCH MARK DISK
 KA0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0748_STAMPING: A 76 RESET 1947
 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 = OCTOBER  6, 2006
 LB0597 ***********************************************************************
 LB0597  DESIGNATION -  A 78
 LB0597  PID         -  LB0597
 LB0597  STATE/COUNTY-  IN/BOONE
 LB0597  USGS QUAD   -  KIRKLIN (1977)
 LB0597
 LB0597                         *CURRENT SURVEY CONTROL
 LB0597  ___________________________________________________________________
 LB0597* NAD 83(1986)-  40 10 17.     (N)    086 20 57.     (W)     SCALED    
 LB0597* NAVD 88     -       283.353  (meters)     929.63   (feet)  ADJUSTED  
 LB0597  ___________________________________________________________________
 LB0597  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 LB0597  DYNAMIC HT  -         283.197 (meters)     929.12  (feet)  COMP
 LB0597  MODELED GRAV-     980,069.3   (mgal)                       NAVD 88
 LB0597
 LB0597  VERT ORDER  -  SECOND    CLASS 0
 LB0597
 LB0597.The horizontal coordinates were scaled from a topographic map and have
 LB0597.an estimated accuracy of +/- 6 seconds.
 LB0597
 LB0597.The orthometric height was determined by differential leveling
 LB0597.and adjusted by the National Geodetic Survey in June 1991..
 LB0597
 LB0597.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0597.See file dsdata.txt to determine how the superseded data were derived.
 LB0597
 LB0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK554469(NAD 83)
 LB0597_MARKER: DB = BENCH MARK DISK
 LB0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0597_STAMPING: A 78 1946
 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 = OCTOBER  6, 2006
 KA0072 ***********************************************************************
 KA0072  DESIGNATION -  A 79
 KA0072  PID         -  KA0072
 KA0072  STATE/COUNTY-  IN/MARION
 KA0072  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA0072
 KA0072                         *CURRENT SURVEY CONTROL
 KA0072  ___________________________________________________________________
 KA0072* NAD 83(1986)-  39 49 28.     (N)    086 10 52.     (W)     SCALED    
 KA0072* NAVD 88     -       231.716  (meters)     760.22   (feet)  ADJUSTED  
 KA0072  ___________________________________________________________________
 KA0072  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 KA0072  DYNAMIC HT  -         231.589 (meters)     759.80  (feet)  COMP
 KA0072  MODELED GRAV-     980,071.0   (mgal)                       NAVD 88
 KA0072
 KA0072  VERT ORDER  -  SECOND    CLASS 0
 KA0072
 KA0072.The horizontal coordinates were scaled from a topographic map and have
 KA0072.an estimated accuracy of +/- 6 seconds.
 KA0072
 KA0072.The orthometric height was determined by differential leveling
 KA0072.and adjusted by the National Geodetic Survey in June 1991..
 KA0072
 KA0072.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0072.See file dsdata.txt to determine how the superseded data were derived.
 KA0072
 KA0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK700085(NAD 83)
 KA0072_MARKER: DB = BENCH MARK DISK
 KA0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0072_STAMPING: A 79 1946
 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 = OCTOBER  6, 2006
 MD1263 ***********************************************************************
 MD1263  DESIGNATION -  A 8
 MD1263  PID         -  MD1263
 MD1263  STATE/COUNTY-  IN/KOSCIUSKO
 MD1263  USGS QUAD   -  ATWOOD (1994)
 MD1263
 MD1263                         *CURRENT SURVEY CONTROL
 MD1263  ___________________________________________________________________
 MD1263* NAD 83(1986)-  41 15 22.     (N)    085 57 44.     (W)     SCALED    
 MD1263* NAVD 88     -       245.824  (meters)     806.51   (feet)  ADJUSTED  
 MD1263  ___________________________________________________________________
 MD1263  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MD1263  DYNAMIC HT  -         245.722 (meters)     806.17  (feet)  COMP
 MD1263  MODELED GRAV-     980,199.6   (mgal)                       NAVD 88
 MD1263
 MD1263  VERT ORDER  -  FIRST     CLASS II
 MD1263
 MD1263.The horizontal coordinates were scaled from a topographic map and have
 MD1263.an estimated accuracy of +/- 6 seconds.
 MD1263
 MD1263.The orthometric height was determined by differential leveling
 MD1263.and adjusted by the National Geodetic Survey in June 1991..
 MD1263
 MD1263.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1263.See file dsdata.txt to determine how the superseded data were derived.
 MD1263
 MD1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL869677(NAD 83)
 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     - UNK      MONUMENTED       CGS
 MD1263  HISTORY     - 1946     GOOD             NGS
 MD1263  HISTORY     - 1968     MARK NOT FOUND   NGS
 MD1263  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 MD1263  HISTORY     - 19960711 MARK NOT FOUND   USPSQD
 MD1263
 MD1263                          STATION DESCRIPTION
 MD1263
 MD1263'DESCRIBED BY NATIONAL 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 NATIONAL 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 = OCTOBER  6, 2006
 KA0211 ***********************************************************************
 KA0211  DESIGNATION -  A 80
 KA0211  PID         -  KA0211
 KA0211  STATE/COUNTY-  IN/BOONE
 KA0211  USGS QUAD   -  ZIONSVILLE (1988)
 KA0211
 KA0211                         *CURRENT SURVEY CONTROL
 KA0211  ___________________________________________________________________
 KA0211* NAD 83(1986)-  39 56 44.     (N)    086 20 41.     (W)     SCALED    
 KA0211* NAVD 88     -       281.887  (meters)     924.82   (feet)  ADJUSTED  
 KA0211  ___________________________________________________________________
 KA0211  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KA0211  DYNAMIC HT  -         281.731 (meters)     924.31  (feet)  COMP
 KA0211  MODELED GRAV-     980,066.2   (mgal)                       NAVD 88
 KA0211
 KA0211  VERT ORDER  -  SECOND    CLASS 0
 KA0211
 KA0211.The horizontal coordinates were scaled from a topographic map and have
 KA0211.an estimated accuracy of +/- 6 seconds.
 KA0211
 KA0211.The orthometric height was determined by differential leveling
 KA0211.and adjusted by the National Geodetic Survey in June 1991..
 KA0211
 KA0211.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0211.See file dsdata.txt to determine how the superseded data were derived.
 KA0211
 KA0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK559219(NAD 83)
 KA0211_MARKER: DB = BENCH MARK DISK
 KA0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0211_SP_SET: 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 = OCTOBER  6, 2006
 KA0706 ***********************************************************************
 KA0706  DESIGNATION -  A 81
 KA0706  PID         -  KA0706
 KA0706  STATE/COUNTY-  IN/PUTNAM
 KA0706  USGS QUAD   -  REELSVILLE (1986)
 KA0706
 KA0706                         *CURRENT SURVEY CONTROL
 KA0706  ___________________________________________________________________
 KA0706* NAD 83(1986)-  39 33 24.     (N)    086 55 02.     (W)     SCALED    
 KA0706* NAVD 88     -       207.530  (meters)     680.87   (feet)  ADJUSTED  
 KA0706  ___________________________________________________________________
 KA0706  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KA0706  DYNAMIC HT  -         207.412 (meters)     680.48  (feet)  COMP
 KA0706  MODELED GRAV-     980,055.6   (mgal)                       NAVD 88
 KA0706
 KA0706  VERT ORDER  -  FIRST     CLASS II
 KA0706
 KA0706.The horizontal coordinates were scaled from a topographic map and have
 KA0706.an estimated accuracy of +/- 6 seconds.
 KA0706
 KA0706.The orthometric height was determined by differential leveling
 KA0706.and adjusted by the National Geodetic Survey in June 1991..
 KA0706.WARNING-Repeat measurements at this control monument indicate possible
 KA0706.vertical movement.
 KA0706
 KA0706.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0706.See file dsdata.txt to determine how the superseded data were derived.
 KA0706
 KA0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ071785(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1220 ***********************************************************************
 KA1220  DESIGNATION -  A 82
 KA1220  PID         -  KA1220
 KA1220  STATE/COUNTY-  IN/CLAY
 KA1220  USGS QUAD   -  STAUNTON (1986)
 KA1220
 KA1220                         *CURRENT SURVEY CONTROL
 KA1220  ___________________________________________________________________
 KA1220* NAD 83(1986)-  39 22 54.     (N)    087 12 06.     (W)     SCALED    
 KA1220* NAVD 88     -       189.115  (meters)     620.45   (feet)  ADJUSTED  
 KA1220  ___________________________________________________________________
 KA1220  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KA1220  DYNAMIC HT  -         189.006 (meters)     620.10  (feet)  COMP
 KA1220  MODELED GRAV-     980,048.2   (mgal)                       NAVD 88
 KA1220
 KA1220  VERT ORDER  -  FIRST     CLASS II
 KA1220
 KA1220.The horizontal coordinates were scaled from a topographic map and have
 KA1220.an estimated accuracy of +/- 6 seconds.
 KA1220
 KA1220.The orthometric height was determined by differential leveling
 KA1220.and adjusted by the National Geodetic Survey in June 1991..
 KA1220
 KA1220.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1220.See file dsdata.txt to determine how the superseded data were derived.
 KA1220
 KA1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ826591(NAD 83)
 KA1220_MARKER: DB = BENCH MARK DISK
 KA1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1220_STAMPING: A 82 1946
 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 = OCTOBER  6, 2006
 KA0522 ***********************************************************************
 KA0522  DESIGNATION -  A 83
 KA0522  PID         -  KA0522
 KA0522  STATE/COUNTY-  IN/OWEN
 KA0522  USGS QUAD   -  POLAND (1980)
 KA0522
 KA0522                         *CURRENT SURVEY CONTROL
 KA0522  ___________________________________________________________________
 KA0522* NAD 83(1986)-  39 24 10.     (N)    086 54 50.     (W)     SCALED    
 KA0522* NAVD 88     -       185.806  (meters)     609.60   (feet)  ADJUSTED  
 KA0522  ___________________________________________________________________
 KA0522  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KA0522  DYNAMIC HT  -         185.699 (meters)     609.25  (feet)  COMP
 KA0522  MODELED GRAV-     980,044.2   (mgal)                       NAVD 88
 KA0522
 KA0522  VERT ORDER  -  SECOND    CLASS 0
 KA0522
 KA0522.The horizontal coordinates were scaled from a topographic map and have
 KA0522.an estimated accuracy of +/- 6 seconds.
 KA0522
 KA0522.The orthometric height was determined by differential leveling
 KA0522.and adjusted by the National Geodetic Survey in June 1991..
 KA0522
 KA0522.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0522.See file dsdata.txt to determine how the superseded data were derived.
 KA0522
 KA0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ074614(NAD 83)
 KA0522_MARKER: DB = BENCH MARK DISK
 KA0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0522_STAMPING: A 83 1946
 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 = OCTOBER  6, 2006
 KA0485 ***********************************************************************
 KA0485  DESIGNATION -  A 84
 KA0485  PID         -  KA0485
 KA0485  STATE/COUNTY-  IN/OWEN
 KA0485  USGS QUAD   -  CATARACT (1986)
 KA0485
 KA0485                         *CURRENT SURVEY CONTROL
 KA0485  ___________________________________________________________________
 KA0485* NAD 83(1986)-  39 25 26.     (N)    086 48 12.     (W)     SCALED    
 KA0485* NAVD 88     -       235.966  (meters)     774.17   (feet)  ADJUSTED  
 KA0485  ___________________________________________________________________
 KA0485  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KA0485  DYNAMIC HT  -         235.829 (meters)     773.72  (feet)  COMP
 KA0485  MODELED GRAV-     980,040.5   (mgal)                       NAVD 88
 KA0485
 KA0485  VERT ORDER  -  SECOND    CLASS 0
 KA0485
 KA0485.The horizontal coordinates were scaled from a topographic map and have
 KA0485.an estimated accuracy of +/- 6 seconds.
 KA0485
 KA0485.The orthometric height was determined by differential leveling
 KA0485.and adjusted by the National Geodetic Survey in June 1991..
 KA0485
 KA0485.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0485.See file dsdata.txt to determine how the superseded data were derived.
 KA0485
 KA0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ169638(NAD 83)
 KA0485_MARKER: DB = BENCH MARK DISK
 KA0485_SETTING: 66 = SET IN ROCK OUTCROP
 KA0485_SP_SET: ROCK OUTCROP
 KA0485_STAMPING: A 84 1946
 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 = OCTOBER  6, 2006
 KA0462 ***********************************************************************
 KA0462  DESIGNATION -  A 85
 KA0462  PID         -  KA0462
 KA0462  STATE/COUNTY-  IN/OWEN
 KA0462  USGS QUAD   -  ARNEY (1980)
 KA0462
 KA0462                         *CURRENT SURVEY CONTROL
 KA0462  ___________________________________________________________________
 KA0462* NAD 83(1986)-  39 13 48.     (N)    086 56 25.     (W)     SCALED    
 KA0462* NAVD 88     -       212.091  (meters)     695.84   (feet)  ADJUSTED  
 KA0462  ___________________________________________________________________
 KA0462  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KA0462  DYNAMIC HT  -         211.966 (meters)     695.43  (feet)  COMP
 KA0462  MODELED GRAV-     980,033.8   (mgal)                       NAVD 88
 KA0462
 KA0462  VERT ORDER  -  SECOND    CLASS 0
 KA0462
 KA0462.The horizontal coordinates were scaled from a topographic map and have
 KA0462.an estimated accuracy of +/- 6 seconds.
 KA0462
 KA0462.The orthometric height was determined by differential leveling
 KA0462.and adjusted by the National Geodetic Survey in June 1991..
 KA0462
 KA0462.The geoid height was determined by GEOID03.
 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     -   442,040.      912,350.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0462.See file dsdata.txt to determine how the superseded data were derived.
 KA0462
 KA0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ051423(NAD 83)
 KA0462_MARKER: DB = BENCH MARK DISK
 KA0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0462_STAMPING: A 85 1946
 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 = OCTOBER  6, 2006
 KA0787 ***********************************************************************
 KA0787  DESIGNATION -  A 86
 KA0787  PID         -  KA0787
 KA0787  STATE/COUNTY-  IN/HENDRICKS
 KA0787  USGS QUAD   -  DANVILLE (1970)
 KA0787
 KA0787                         *CURRENT SURVEY CONTROL
 KA0787  ___________________________________________________________________
 KA0787* NAD 83(1986)-  39 51 48.     (N)    086 32 36.     (W)     SCALED    
 KA0787* NAVD 88     -       293.103  (meters)     961.62   (feet)  ADJUSTED  
 KA0787  ___________________________________________________________________
 KA0787  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KA0787  DYNAMIC HT  -         292.942 (meters)     961.09  (feet)  COMP
 KA0787  MODELED GRAV-     980,070.2   (mgal)                       NAVD 88
 KA0787
 KA0787  VERT ORDER  -  SECOND    CLASS 0
 KA0787
 KA0787.The horizontal coordinates were scaled from a topographic map and have
 KA0787.an estimated accuracy of +/- 6 seconds.
 KA0787
 KA0787.The orthometric height was determined by differential leveling
 KA0787.and adjusted by the National Geodetic Survey in June 1991..
 KA0787
 KA0787.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0787.See file dsdata.txt to determine how the superseded data were derived.
 KA0787
 KA0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK390126(NAD 83)
 KA0787_MARKER: DB = BENCH MARK DISK
 KA0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0787_STAMPING: A 86 1946
 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 = OCTOBER  6, 2006
 LB0840 ***********************************************************************
 LB0840  DESIGNATION -  A 87
 LB0840  PID         -  LB0840
 LB0840  STATE/COUNTY-  IN/TIPPECANOE
 LB0840  USGS QUAD   -  MULBERRY (1980)
 LB0840
 LB0840                         *CURRENT SURVEY CONTROL
 LB0840  ___________________________________________________________________
 LB0840* NAD 83(1986)-  40 18 28.     (N)    086 43 59.     (W)     SCALED    
 LB0840* NAVD 88     -       232.059  (meters)     761.35   (feet)  ADJUSTED  
 LB0840  ___________________________________________________________________
 LB0840  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 LB0840  DYNAMIC HT  -         231.940 (meters)     760.96  (feet)  COMP
 LB0840  MODELED GRAV-     980,106.2   (mgal)                       NAVD 88
 LB0840
 LB0840  VERT ORDER  -  SECOND    CLASS 0
 LB0840
 LB0840.The horizontal coordinates were scaled from a topographic map and have
 LB0840.an estimated accuracy of +/- 6 seconds.
 LB0840
 LB0840.The orthometric height was determined by differential leveling
 LB0840.and adjusted by the National Geodetic Survey in June 1991..
 LB0840
 LB0840.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB0840
 LB0840  NGVD 29 (??/??/92)  232.159  (m)          761.67   (f) ADJ UNCH    2 0
 LB0840
 LB0840.Superseded values are not recommended for survey control.
 LB0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0840.See file dsdata.txt to determine how the superseded data were derived.
 LB0840
 LB0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK226619(NAD 83)
 LB0840_MARKER: DB = BENCH MARK DISK
 LB0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0840_STAMPING: A 87 1946
 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 = OCTOBER  6, 2006
 LB0815 ***********************************************************************
 LB0815  DESIGNATION -  A 88
 LB0815  PID         -  LB0815
 LB0815  STATE/COUNTY-  IN/MONTGOMERY
 LB0815  USGS QUAD   -  LINDEN (1986)
 LB0815
 LB0815                         *CURRENT SURVEY CONTROL
 LB0815  ___________________________________________________________________
 LB0815* NAD 83(1986)-  40 08 05.     (N)    086 57 48.     (W)     SCALED    
 LB0815* NAVD 88     -       250.201  (meters)     820.87   (feet)  ADJUSTED  
 LB0815  ___________________________________________________________________
 LB0815  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 LB0815  DYNAMIC HT  -         250.069 (meters)     820.43  (feet)  COMP
 LB0815  MODELED GRAV-     980,091.5   (mgal)                       NAVD 88
 LB0815
 LB0815  VERT ORDER  -  SECOND    CLASS 0
 LB0815
 LB0815.The horizontal coordinates were scaled from a topographic map and have
 LB0815.an estimated accuracy of +/- 6 seconds.
 LB0815
 LB0815.The orthometric height was determined by differential leveling
 LB0815.and adjusted by the National Geodetic Survey in June 1991..
 LB0815
 LB0815.The geoid height was determined by GEOID03.
 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     -   542,480.      910,230.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0815.See file dsdata.txt to determine how the superseded data were derived.
 LB0815
 LB0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK031427(NAD 83)
 LB0815_MARKER: DB = BENCH MARK DISK
 LB0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0815_STAMPING: A 88 1946
 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 = OCTOBER  6, 2006
 LB1677 ***********************************************************************
 LB1677  DESIGNATION -  A 89
 LB1677  PID         -  LB1677
 LB1677  STATE/COUNTY-  IN/TIPPECANOE
 LB1677  USGS QUAD   -  WESTPOINT (1962)
 LB1677
 LB1677                         *CURRENT SURVEY CONTROL
 LB1677  ___________________________________________________________________
 LB1677* NAD 83(1986)-  40 17 18.     (N)    087 03 25.     (W)     SCALED    
 LB1677* NAVD 88     -       226.046  (meters)     741.62   (feet)  ADJUSTED  
 LB1677  ___________________________________________________________________
 LB1677  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 LB1677  DYNAMIC HT  -         225.934 (meters)     741.25  (feet)  COMP
 LB1677  MODELED GRAV-     980,123.7   (mgal)                       NAVD 88
 LB1677
 LB1677  VERT ORDER  -  SECOND    CLASS 0
 LB1677
 LB1677.The horizontal coordinates were scaled from a topographic map and have
 LB1677.an estimated accuracy of +/- 6 seconds.
 LB1677
 LB1677.The orthometric height was determined by differential leveling
 LB1677.and adjusted by the National Geodetic Survey in June 1991..
 LB1677
 LB1677.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1677.See file dsdata.txt to determine how the superseded data were derived.
 LB1677
 LB1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK951597(NAD 83)
 LB1677_MARKER: DB = BENCH MARK DISK
 LB1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1677_STAMPING: A 89 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1958
 LB1677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1360 ***********************************************************************
 MD1360  DESIGNATION -  A 9
 MD1360  PID         -  MD1360
 MD1360  STATE/COUNTY-  IN/ELKHART
 MD1360  USGS QUAD   -  ELKHART (1994)
 MD1360
 MD1360                         *CURRENT SURVEY CONTROL
 MD1360  ___________________________________________________________________
 MD1360* NAD 83(1986)-  41 41 42.     (N)    085 53 55.     (W)     SCALED    
 MD1360* NAVD 88     -       231.219  (meters)     758.59   (feet)  ADJUSTED  
 MD1360  ___________________________________________________________________
 MD1360  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MD1360  DYNAMIC HT  -         231.131 (meters)     758.30  (feet)  COMP
 MD1360  MODELED GRAV-     980,237.4   (mgal)                       NAVD 88
 MD1360
 MD1360  VERT ORDER  -  FIRST     CLASS II
 MD1360
 MD1360.The horizontal coordinates were scaled from a topographic map and have
 MD1360.an estimated accuracy of +/- 6 seconds.
 MD1360
 MD1360.The orthometric height was determined by differential leveling
 MD1360.and adjusted by the National Geodetic Survey in June 1991..
 MD1360
 MD1360.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1360.See file dsdata.txt to determine how the superseded data were derived.
 MD1360
 MD1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM916164(NAD 83)
 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     - UNK      MONUMENTED       CGS
 MD1360  HISTORY     - 1934     GOOD             NGS
 MD1360  HISTORY     - 1959     MARK NOT FOUND   NGS
 MD1360
 MD1360                          STATION DESCRIPTION
 MD1360
 MD1360'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1959
 MD1360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1443 ***********************************************************************
 ME1443  DESIGNATION -  A 90 RESET 1970
 ME1443  PID         -  ME1443
 ME1443  STATE/COUNTY-  IN/LAKE
 ME1443  USGS QUAD   -  DYER (1990)
 ME1443
 ME1443                         *CURRENT SURVEY CONTROL
 ME1443  ___________________________________________________________________
 ME1443* NAD 83(1986)-  41 29 55.     (N)    087 31 15.     (W)     SCALED    
 ME1443* NAVD 88     -       193.54   (meters)     635.0    (feet)  RESET     
 ME1443  ___________________________________________________________________
 ME1443  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME1443
 ME1443  VERT ORDER  -  THIRD
 ME1443
 ME1443.The horizontal coordinates were scaled from a topographic map and have
 ME1443.an estimated accuracy of +/- 6 seconds.
 ME1443
 ME1443.The orthometric height was computed from unverified reset data.
 ME1443
 ME1443.The geoid height was determined by GEOID03.
 ME1443
 ME1443;                    North         East    Units  Estimated Accuracy
 ME1443;SPC IN W     -   694,020.      863,470.      MT  (+/- 180 meters Scaled)
 ME1443
 ME1443                          SUPERSEDED SURVEY CONTROL
 ME1443
 ME1443.No superseded survey control is available for this station.
 ME1443
 ME1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL565942(NAD 83)
 ME1443_MARKER: DB = BENCH MARK DISK
 ME1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1443_STAMPING: A 90 RESET 1970
 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 = OCTOBER  6, 2006
 LB0085 ***********************************************************************
 LB0085  DESIGNATION -  A 91
 LB0085  PID         -  LB0085
 LB0085  STATE/COUNTY-  IN/HOWARD
 LB0085  USGS QUAD   -  GALVESTON (1994)
 LB0085
 LB0085                         *CURRENT SURVEY CONTROL
 LB0085  ___________________________________________________________________
 LB0085* NAD 83(1986)-  40 32 54.     (N)    086 09 53.     (W)     SCALED    
 LB0085* NAVD 88     -       250.294  (meters)     821.17   (feet)  ADJUSTED  
 LB0085  ___________________________________________________________________
 LB0085  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 LB0085  DYNAMIC HT  -         250.167 (meters)     820.76  (feet)  COMP
 LB0085  MODELED GRAV-     980,111.2   (mgal)                       NAVD 88
 LB0085
 LB0085  VERT ORDER  -  SECOND    CLASS 0
 LB0085
 LB0085.The horizontal coordinates were scaled from a topographic map and have
 LB0085.an estimated accuracy of +/- 6 seconds.
 LB0085
 LB0085.The orthometric height was determined by differential leveling
 LB0085.and adjusted by the National Geodetic Survey in June 1991..
 LB0085
 LB0085.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0085.See file dsdata.txt to determine how the superseded data were derived.
 LB0085
 LB0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK707889(NAD 83)
 LB0085_MARKER: DB = BENCH MARK DISK
 LB0085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0085_SP_SET: CONCRETE CULVERT
 LB0085_STAMPING: A 91 1938
 LB0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1854 ***********************************************************************
 JZ1854  DESIGNATION -  A 93
 JZ1854  PID         -  JZ1854
 JZ1854  STATE/COUNTY-  IN/JENNINGS
 JZ1854  USGS QUAD   -  HOLTON (1993)
 JZ1854
 JZ1854                         *CURRENT SURVEY CONTROL
 JZ1854  ___________________________________________________________________
 JZ1854* NAD 83(1986)-  39 03 04.     (N)    085 28 50.     (W)     SCALED    
 JZ1854* NAVD 88     -       249.590  (meters)     818.86   (feet)  POSTED    
 JZ1854  ___________________________________________________________________
 JZ1854  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ1854  DYNAMIC HT  -         249.430 (meters)     818.34  (feet)  COMP
 JZ1854  MODELED GRAV-     979,974.9   (mgal)                       NAVD 88
 JZ1854
 JZ1854  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JZ1854
 JZ1854.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JZ1854.rate of 0.0 thru 1.0 mm/km.
 JZ1854
 JZ1854.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1854.See file dsdata.txt to determine how the superseded data were derived.
 JZ1854
 JZ1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ314235(NAD 83)
 JZ1854_MARKER: DB = BENCH MARK DISK
 JZ1854_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1854_SP_SET: CULVERT
 JZ1854_STAMPING: A 93 1938
 JZ1854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1854
 JZ1854  HISTORY     - Date     Condition        Report By
 JZ1854  HISTORY     - 1938     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0775 ***********************************************************************
 LB0775  DESIGNATION -  A 94
 LB0775  PID         -  LB0775
 LB0775  STATE/COUNTY-  IN/TIPPECANOE
 LB0775  USGS QUAD   -  LAFAYETTE WEST (1987)
 LB0775
 LB0775                         *CURRENT SURVEY CONTROL
 LB0775  ___________________________________________________________________
 LB0775* NAD 83(1986)-  40 22 39.     (N)    086 56 26.     (W)     SCALED    
 LB0775* NAVD 88     -       169.150  (meters)     554.95   (feet)  ADJUSTED  
 LB0775  ___________________________________________________________________
 LB0775  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 LB0775  DYNAMIC HT  -         169.067 (meters)     554.68  (feet)  COMP
 LB0775  MODELED GRAV-     980,133.1   (mgal)                       NAVD 88
 LB0775
 LB0775  VERT ORDER  -  SECOND    CLASS 0
 LB0775
 LB0775.The horizontal coordinates were scaled from a topographic map and have
 LB0775.an estimated accuracy of +/- 6 seconds.
 LB0775
 LB0775.The orthometric height was determined by differential leveling
 LB0775.and adjusted by the National Geodetic Survey in June 1991..
 LB0775
 LB0775.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0775.See file dsdata.txt to determine how the superseded data were derived.
 LB0775
 LB0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK050696(NAD 83)
 LB0775_MARKER: DB = BENCH MARK DISK
 LB0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0775_STAMPING: A 94 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1966
 LB0775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1907 ***********************************************************************
 JZ1907  DESIGNATION -  A 94 RESET 1957
 JZ1907  PID         -  JZ1907
 JZ1907  STATE/COUNTY-  IN/RIPLEY
 JZ1907  USGS QUAD   -  DILLSBORO (1992)
 JZ1907
 JZ1907                         *CURRENT SURVEY CONTROL
 JZ1907  ___________________________________________________________________
 JZ1907* NAD 83(1986)-  39 07 10.     (N)    085 06 59.     (W)     SCALED    
 JZ1907* NAVD 88     -       304.44   (+/-2cm)     998.8    (feet)  VERTCON   
 JZ1907  ___________________________________________________________________
 JZ1907  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ1907
 JZ1907  VERT ORDER  -  THIRD (See Below)
 JZ1907
 JZ1907.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ1907
 JZ1907.The geoid height was determined by GEOID03.
 JZ1907
 JZ1907;                    North         East    Units  Estimated Accuracy
 JZ1907;SPC IN E     -   429,900.      147,590.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1907.See file dsdata.txt to determine how the superseded data were derived.
 JZ1907
 JZ1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ628317(NAD 83)
 JZ1907_MARKER: DB = BENCH MARK DISK
 JZ1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1907_STAMPING: A 94 RESET 1957
 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             NGS
 JZ1907
 JZ1907                          STATION DESCRIPTION
 JZ1907
 JZ1907'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1713 ***********************************************************************
 LB1713  DESIGNATION -  A 95
 LB1713  PID         -  LB1713
 LB1713  STATE/COUNTY-  IN/WARREN
 LB1713  USGS QUAD   -  OTTERBEIN (1986)
 LB1713
 LB1713                         *CURRENT SURVEY CONTROL
 LB1713  ___________________________________________________________________
 LB1713* NAD 83(1986)-  40 26 33.     (N)    087 06 26.     (W)     SCALED    
 LB1713* NAVD 88     -       210.449  (meters)     690.45   (feet)  ADJUSTED  
 LB1713  ___________________________________________________________________
 LB1713  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 LB1713  DYNAMIC HT  -         210.346 (meters)     690.11  (feet)  COMP
 LB1713  MODELED GRAV-     980,129.9   (mgal)                       NAVD 88
 LB1713
 LB1713  VERT ORDER  -  SECOND    CLASS 0
 LB1713
 LB1713.The horizontal coordinates were scaled from a topographic map and have
 LB1713.an estimated accuracy of +/- 6 seconds.
 LB1713
 LB1713.The orthometric height was determined by differential leveling
 LB1713.and adjusted by the National Geodetic Survey in June 1991..
 LB1713
 LB1713.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1713.See file dsdata.txt to determine how the superseded data were derived.
 LB1713
 LB1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK909768(NAD 83)
 LB1713_MARKER: DB = BENCH MARK DISK
 LB1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1713_STAMPING: A 95 1946
 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 = OCTOBER  6, 2006
 LB1688 ***********************************************************************
 LB1688  DESIGNATION -  A 96
 LB1688  PID         -  LB1688
 LB1688  STATE/COUNTY-  IN/MONTGOMERY
 LB1688  USGS QUAD   -  WINGATE (1962)
 LB1688
 LB1688                         *CURRENT SURVEY CONTROL
 LB1688  ___________________________________________________________________
 LB1688* NAD 83(1986)-  40 11 14.     (N)    087 04 23.     (W)     SCALED    
 LB1688* NAVD 88     -       229.879  (meters)     754.19   (feet)  ADJUSTED  
 LB1688  ___________________________________________________________________
 LB1688  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LB1688  DYNAMIC HT  -         229.760 (meters)     753.80  (feet)  COMP
 LB1688  MODELED GRAV-     980,103.3   (mgal)                       NAVD 88
 LB1688
 LB1688  VERT ORDER  -  SECOND    CLASS 0
 LB1688
 LB1688.The horizontal coordinates were scaled from a topographic map and have
 LB1688.an estimated accuracy of +/- 6 seconds.
 LB1688
 LB1688.The orthometric height was determined by differential leveling
 LB1688.and adjusted by the National Geodetic Survey in June 1991..
 LB1688
 LB1688.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1688.See file dsdata.txt to determine how the superseded data were derived.
 LB1688
 LB1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK937485(NAD 83)
 LB1688_MARKER: DB = BENCH MARK DISK
 LB1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1688_STAMPING: A 96 1946
 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 = OCTOBER  6, 2006
 LB1708 ***********************************************************************
 LB1708  DESIGNATION -  A 97
 LB1708  PID         -  LB1708
 LB1708  STATE/COUNTY-  IN/FOUNTAIN
 LB1708  USGS QUAD   -  MELLOTT (1980)
 LB1708
 LB1708                         *CURRENT SURVEY CONTROL
 LB1708  ___________________________________________________________________
 LB1708* NAD 83(1986)-  40 14 11.     (N)    087 13 35.     (W)     SCALED    
 LB1708* NAVD 88     -       197.886  (meters)     649.23   (feet)  ADJUSTED  
 LB1708  ___________________________________________________________________
 LB1708  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LB1708  DYNAMIC HT  -         197.785 (meters)     648.90  (feet)  COMP
 LB1708  MODELED GRAV-     980,112.5   (mgal)                       NAVD 88
 LB1708
 LB1708  VERT ORDER  -  SECOND    CLASS 0
 LB1708
 LB1708.The horizontal coordinates were scaled from a topographic map and have
 LB1708.an estimated accuracy of +/- 6 seconds.
 LB1708
 LB1708.The orthometric height was determined by differential leveling
 LB1708.and adjusted by the National Geodetic Survey in June 1991..
 LB1708
 LB1708.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1708.See file dsdata.txt to determine how the superseded data were derived.
 LB1708
 LB1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK807540(NAD 83)
 LB1708_MARKER: DB = BENCH MARK DISK
 LB1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1708_STAMPING: A 97 1946
 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 = OCTOBER  6, 2006
 LB1531 ***********************************************************************
 LB1531  DESIGNATION -  A 98
 LB1531  PID         -  LB1531
 LB1531  STATE/COUNTY-  IN/FOUNTAIN
 LB1531  USGS QUAD   -  ATTICA (1962)
 LB1531
 LB1531                         *CURRENT SURVEY CONTROL
 LB1531  ___________________________________________________________________
 LB1531* NAD 83(1986)-  40 16 21.     (N)    087 14 36.     (W)     SCALED    
 LB1531* NAVD 88     -       201.621  (meters)     661.48   (feet)  ADJUSTED  
 LB1531  ___________________________________________________________________
 LB1531  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 LB1531  DYNAMIC HT  -         201.519 (meters)     661.15  (feet)  COMP
 LB1531  MODELED GRAV-     980,115.1   (mgal)                       NAVD 88
 LB1531
 LB1531  VERT ORDER  -  SECOND    CLASS 0
 LB1531
 LB1531.The horizontal coordinates were scaled from a topographic map and have
 LB1531.an estimated accuracy of +/- 6 seconds.
 LB1531
 LB1531.The orthometric height was determined by differential leveling
 LB1531.and adjusted by the National Geodetic Survey in June 1991..
 LB1531
 LB1531.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1531.See file dsdata.txt to determine how the superseded data were derived.
 LB1531
 LB1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK793580(NAD 83)
 LB1531_MARKER: DB = BENCH MARK DISK
 LB1531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1531_SP_SET: CONCRETE GATE POST
 LB1531_STAMPING: A 98 1946
 LB1531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1531+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2006
 LB1531
 LB1531  HISTORY     - Date     Condition        Report By
 LB1531  HISTORY     - 1946     MONUMENTED       CGS
 LB1531  HISTORY     - 20060922 GOOD             INDOT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1554 ***********************************************************************
 LB1554  DESIGNATION -  A 99 RESET
 LB1554  PID         -  LB1554
 LB1554  STATE/COUNTY-  IN/WARREN
 LB1554  USGS QUAD   -  PINE VILLAGE (1980)
 LB1554
 LB1554                         *CURRENT SURVEY CONTROL
 LB1554  ___________________________________________________________________
 LB1554* NAD 83(1986)-  40 26 44.     (N)    087 21 59.     (W)     SCALED    
 LB1554* NAVD 88     -       222.86   (meters)     731.2    (feet)  RESET     
 LB1554  ___________________________________________________________________
 LB1554  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 LB1554
 LB1554  VERT ORDER  -  THIRD
 LB1554
 LB1554.The horizontal coordinates were scaled from a topographic map and have
 LB1554.an estimated accuracy of +/- 6 seconds.
 LB1554
 LB1554.The orthometric height was computed from unverified reset data.
 LB1554
 LB1554.The geoid height was determined by GEOID03.
 LB1554
 LB1554;                    North         East    Units  Estimated Accuracy
 LB1554;SPC IN W     -   577,030.      875,990.      MT  (+/- 180 meters Scaled)
 LB1554
 LB1554                          SUPERSEDED SURVEY CONTROL
 LB1554
 LB1554  NGVD 29 (04/16/04)  222.91   (m)          731.3    (f) RESET       3  
 LB1554
 LB1554.Superseded values are not recommended for survey control.
 LB1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1554.See file dsdata.txt to determine how the superseded data were derived.
 LB1554
 LB1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK689772(NAD 83)
 LB1554_MARKER: DB = BENCH MARK DISK
 LB1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1554_STAMPING: A 99 RESET 1974
 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 = OCTOBER  6, 2006
 MD1600 ***********************************************************************
 MD1600  DESIGNATION -  ABOITE
 MD1600  PID         -  MD1600
 MD1600  STATE/COUNTY-  IN/ALLEN
 MD1600  USGS QUAD   -  ARCOLA (1981)
 MD1600
 MD1600                         *CURRENT SURVEY CONTROL
 MD1600  ___________________________________________________________________
 MD1600* NAD 83(1997)-  41 02 42.64960(N)    085 17 05.95672(W)     ADJUSTED  
 MD1600* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 MD1600  ___________________________________________________________________
 MD1600  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 MD1600  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 MD1600
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1600
 MD1600.The geoid height was determined by GEOID03.
 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  =   0.99982030
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1600.See file dsdata.txt to determine how the superseded data were derived.
 MD1600
 MD1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4414045189(NAD 83)
 MD1600_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1600
 MD1600  HISTORY     - Date     Condition        Report By
 MD1600  HISTORY     - 1946     MONUMENTED       CGS
 MD1600  HISTORY     - 1955     SEE DESCRIPTION  CGS
 MD1600  HISTORY     - 1963     SEE DESCRIPTION  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
 MD1600'SOUTHWEST CORNER OF A SCHOOL YARD.  IT IS 157 FEET WEST-NORTHWEST OF
 MD1600'A GRAVEL CROSSROADS, 87 FEET WEST OF THE
 MD1600'SOUTHWEST CORNER OF A BRICK SCHOOL HOUSE, 39 FEET NORTHEAST
 MD1600'OF TELEPHONE POLE NO. AA4 150 AND 38 FEET NORTH OF
 MD1600'THE APPROXIMATE CENTERLINE OF A GRAVEL
 MD1600'ROAD.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 MD1600'ABOITE 1946.
 MD1600'
 MD1600'REFERENCE MARK NO. 1 IS 110.95 FEET NORTHEAST OF THE STATION AND 1
 MD1600'FOOT WEST OF THE NORTHWEST
 MD1600'CORNER OF THE BRICK SCHOOLHOUSE.  THE MARK PROJECTS ABOUT 2 INCHES
 MD1600'AND THE DISK IS STAMPED ABOITE NO 1
 MD1600'1946.
 MD1600'
 MD1600'REFERENCE MARK NO. 2 IS 122.47 FEET SOUTHWEST OF THE STATION, 84 FEET
 MD1600'SOUTHWEST OF TELEPHONE POLE NO.
 MD1600'AA4 150, 12 FEET EAST OF TELEPHONE POLE R-134 AND 15 FEET SOUTH OF
 MD1600'THE APPROXIMATE CENTERLINE OF A GRAVEL
 MD1600'ROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 MD1600'IS STAMPED ABOITE 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
 MD1600'WEST OF THE CENTERLINE OF A GRAVEL ROAD, 2.5 FEET NORTH OF A FENCE
 MD1600'CORNER AND 1.5 FEET NORTH OF A WHITE
 MD1600'WITNESS POST.  THE MARK PROJECTS ABOUT 8 INCHES AND THE
 MD1600'DISK IS 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
 MD1600'02.6 MILES, TAKE LEFT FORK AND GO SOUTHWEST ON HIGHWAYS 37 AND 24 FOR
 MD1600'03.5 MILES TO A SIGN ABOITE CENTER.
 MD1600'TURN RIGHT AND GO WEST FOR 02.5 MILES TO A CROSSROAD
 MD1600'AND A SCHOOLYARD IN THE NORTHWEST ANGLE.  THE STATION
 MD1600'IS IN THE SOUTHWEST CORNER OF
 MD1600'THE SCHOOLYARD AS DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THE
 MD1600'CROSSROADS, GO SOUTH FOR 0.2 MILE TO A
 MD1600'FENCE CORNER NEAR A HOUSE 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,
 MD1600'R.M. NO. 1 TILTED EASTERLY, THE AZIMUTH MARK WAS NOT FOUND.
 MD1600'
 MD1600'ABOUT 7 MILES W AND 2 MILES S OF THE HEART OF FORT WAYNE, OR 1.1
 MD1600'MILES NORTHERLY ALONG NO.  24 U.S.
 MD1600'HIGHWAY FROM ITS UNDERPASS OF NO. 69 INTERSTATE HWY. AT THE 4-WAY
 MD1600'INTERCHANGE BETWEEN THE TWO, THENCE 2.5
 MD1600'MILES W ALONG ABOITE CENTER ROAD TO INTERSECTION WITH HOMESTEAD
 MD1600'ROAD AT OLD ABANDONED BRICK SCHOOL AND
 MD1600'THE STATION ON RIGHT, ABOUT 0.6 MILE N OF THE NEW
 MD1600'ABOITE TOWNSHIP SCHOOL, 157 FEET N 77 DEG. W OF CENTER OF
 MD1600'THE CROSSROADS, 101 FEET W OF N CORNER OF
 MD1600'MOST WESTERLY WALL OF THE OLD BUILDING, 38 FEET N OF CENTER LINE OF
 MD1600'18-FOOT PAVEMENT, 2.0 FEET LOWER
 MD1600'THAN SAME, STANDARD DISKS STAMPED ABOITE 1946 ARE SET IN 1A AND 7A
 MD1600'NOTES MARKS WITH THE UPPER MARK
 MD1600'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
 MD1600'IN APPROX. AZIMUTH 240 DEG. 24 MIN. FROM STATION, AND 1.6 FEET SW OF
 MD1600'THE NW CORNER OF THE OLD BRICK SCHOOL BUILDING.
 MD1600'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
 MD1600'IN AZIMUTH 62 DEG. 07 MIN. FROM STATION, ON CREST OF RIDGE, 18-1/2
 MD1600'FEET S OF CENTER LINE OF ROAD, 0.1 FOOT HIGHER
 MD1600'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
 MD1600'OF ORIGINAL DESCRIPTION MEASURED NOW FROM CENTER LINE OF ASPHALT ROAD
 MD1600'FALLS ON THE NEARER SLOPE OF THE
 MD1600'DITCH.  IT IS SUSPECTED THE MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2222 ***********************************************************************
 LB2222  DESIGNATION -  ADAMS
 LB2222  PID         -  LB2222
 LB2222  STATE/COUNTY-  IN/WARREN
 LB2222  USGS QUAD   -  CHATTERTON (1961)
 LB2222
 LB2222                         *CURRENT SURVEY CONTROL
 LB2222  ___________________________________________________________________
 LB2222* NAD 83(1997)-  40 27 01.39624(N)    087 11 18.31160(W)     ADJUSTED  
 LB2222* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 LB2222  ___________________________________________________________________
 LB2222  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 LB2222  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 LB2222
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2222
 LB2222.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2222.See file dsdata.txt to determine how the superseded data were derived.
 LB2222
 LB2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK8402377765(NAD 83)
 LB2222_MARKER: DS = TRIANGULATION STATION DISK
 LB2222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2196 ***********************************************************************
 ME2196  DESIGNATION -  ADAMS
 ME2196  PID         -  ME2196
 ME2196  STATE/COUNTY-  IN/ST JOSEPH
 ME2196  USGS QUAD   -  NILES EAST (1981)
 ME2196
 ME2196                         *CURRENT SURVEY CONTROL
 ME2196  ___________________________________________________________________
 ME2196* NAD 83(1997)-  41 45 10.31601(N)    086 12 23.29290(W)     ADJUSTED  
 ME2196* NAVD 88     -       260.     (meters)     853.     (feet)  SCALED    
 ME2196  ___________________________________________________________________
 ME2196  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 ME2196  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 ME2196
 ME2196  HORZ ORDER  -  SECOND
 ME2196
 ME2196.The horizontal coordinates were established by classical geodetic methods
 ME2196.and adjusted by the National Geodetic Survey in May 1999..
 ME2196
 ME2196.The orthometric height was scaled from a topographic map.
 ME2196
 ME2196.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2196
 ME2196.The geoid height was determined by GEOID03.
 ME2196
 ME2196;                    North         East     Units Scale Factor Converg.
 ME2196;SPC IN E     -   722,310.389    55,105.653   MT  0.99999146   -0 21 34.1
 ME2196;SPC IN E     - 2,369,780.00    180,792.46   sFT  0.99999146   -0 21 34.1
 ME2196;UTM  16      - 4,622,641.997   565,972.159   MT  0.99965356   +0 31 42.4
 ME2196
 ME2196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2196!SPC IN E     -   0.99996452  x   0.99999146  =   0.99995598
 ME2196!UTM  16      -   0.99996452  x   0.99965356  =   0.99961809
 ME2196
 ME2196:                Primary Azimuth Mark                     Grid Az
 ME2196:SPC IN E     -  ADAMS 1952 AZ MK                         114 51 48.3
 ME2196:UTM  16      -  ADAMS 1952 AZ MK                         113 58 31.8
 ME2196
 ME2196|---------------------------------------------------------------------|
 ME2196| PID    Reference Object                     Distance      Geod. Az  |
 ME2196|                                                           dddmmss.s |
 ME2196| ME2235 ADAMS 1952 AZ MK                    APPROX. 0.8 KM 1143014.2 |
 ME2196| CM2650 ADAMS RM 1                           23.812 METERS 12841     |
 ME2196| ME2215 MISHAWAKA MICROWAVE KSA 43 LT       APPROX.13.3 KM 1765530.8 |
 ME2196| ME2197 ADAMS 2                              15.499 METERS 18040     |
 ME2196| ME2212 S BEND N IND PUB SER CO GAS TK      APPROX.10.6 KM 1934404.7 |
 ME2196| ME2234 S BEND NOTRE DAME AD BLDG DOME      APPROX. 6.2 KM 2060337.8 |
 ME2196| CM2651 ADAMS RM 2                           19.096 METERS 21757     |
 ME2196| ME2239 SOUTH BEND BENDIX AV CORP BCN       APPROX.10.8 KM 2242512.6 |
 ME2196|---------------------------------------------------------------------|
 ME2196
 ME2196                          SUPERSEDED SURVEY CONTROL
 ME2196
 ME2196  NAD 83(1994)-  41 45 10.31643(N)    086 12 23.29619(W) AD(       ) 2
 ME2196  NAD 83(1986)-  41 45 10.31698(N)    086 12 23.29815(W) AD(       ) 2
 ME2196  NAD 27      -  41 45 10.14300(N)    086 12 23.27740(W) AD(       ) 2
 ME2196
 ME2196.Superseded values are not recommended for survey control.
 ME2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2196.See file dsdata.txt to determine how the superseded data were derived.
 ME2196
 ME2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6597222642(NAD 83)
 ME2196_MARKER: DS = TRIANGULATION STATION DISK
 ME2196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2196
 ME2196  HISTORY     - Date     Condition        Report By
 ME2196  HISTORY     - 1952     MONUMENTED       CGS
 ME2196  HISTORY     - 1957     GOOD             CGS
 ME2196  HISTORY     - 1972     GOOD             BRADY
 ME2196  HISTORY     - 1978     SEE DESCRIPTION  NGS
 ME2196
 ME2196                          STATION DESCRIPTION
 ME2196
 ME2196'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2196'STATION IS LOCATED ON THE PROPERTY OF GEORGE M. LECHLITNER, ALONG THE
 ME2196'NORTH SIDE OF A GRAVEL ROAD
 ME2196'(ADAMS ROAD), ABOUT 6 MILES NORTH OF SOUTH BEND.  IT IS 30 FEET NORTH
 ME2196'OF THE CENTER OF THE ROAD, 30 FEET
 ME2196'EAST OF A 24 INCH WALNUT TREE AND 6 FEET EAST OF WHITE
 ME2196'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 ME2196'STAMPED ADAMS 1952.
 ME2196'
 ME2196'REFERENCE MARK NO. 1 IS 22 FEET SOUTH OF THE CENTER OF THE ROAD AND 1
 ME2196'FOOT NORTH OF A FENCE.  THE MARK
 ME2196'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED ADAMS NO 1 1952.
 ME2196'
 ME2196'REFERENCE MARK NO. 2 IS 22 FEET SOUTH OF THE CENTER OF THE ROAD AND 1
 ME2196'FOOT NORTH OF A FENCE.  THE
 ME2196'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED ADAMS NO 2 1952.
 ME2196'
 ME2196'AZIMUTH MARK IS 14 FEET WEST OF THE CENTER OF A SAND ROAD (HICKORY
 ME2196'ROAD), 2 FEET SOUTH OF A
 ME2196'POWER POLE AND 1 FOOT SOUTH OF A WHITE WITNESS POST.  THE MARK
 ME2196'PROJECTS ABOUT 2 INCHES AND THE
 ME2196'DISK IS STAMPED ADAMS 1952.
 ME2196'
 ME2196'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20 AND NOS.
 ME2196'31 AND 33 IN SOUTH BEND, GO
 ME2196'NORTH ON HIGHWAY NOS. 31 AND 33 FOR 3.1 MILES TO THE INTERSECTION OF
 ME2196'CLEVELAND ROAD.  TURN RIGHT AND
 ME2196'GO EAST ON CLEVELAND ROAD FOR 1.7 MILES TO THE INTERSECTION
 ME2196'OF IRONWOOD ROAD.  TURN LEFT AND GO NORTH ON
 ME2196'IRONWOOD ROAD FOR 2.0 MILES TO THE
 ME2196'T-INTERSECTION OF ADAMS ROAD.  TURN RIGHT AND GO EAST ON ADAMS
 ME2196'ROAD FOR 0.6 MILE TO THE STATION
 ME2196'ON THE LEFT AS DESCRIBED.
 ME2196'
 ME2196'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON ADAMS ROAD FOR
 ME2196'0.4 MILE TO A SAND T-ROAD
 ME2196'RIGHT (HICKORY ROAD).  TURN RIGHT AND GO SOUTH FOR 0.2 MILE TO THE
 ME2196'MARK ON THE RIGHT AS DESCRIBED.
 ME2196'
 ME2196'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2196
 ME2196                          STATION RECOVERY (1957)
 ME2196
 ME2196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JLC)
 ME2196'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 ME2196'IN GOOD CONDITION AS
 ME2196'DESCRIBED.  THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 ME2196
 ME2196                          STATION RECOVERY (1972)
 ME2196
 ME2196'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1972 (JJ)
 ME2196'ADAMS 1952 GOOD
 ME2196'ADAMS NO 1 1952 GOOD
 ME2196'ADAMS
 ME2196'NO 2 1952 GOOD
 ME2196'ADAMS 1952/AZIM) GOOD
 ME2196'
 ME2196'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6 MILES N OF SO.
 ME2196'BEND
 ME2196
 ME2196                          STATION RECOVERY (1978)
 ME2196
 ME2196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 ME2196'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 ME2196'FOUND IN GOOD CONDITION.  HOWEVER THE STATION MARK WAS IN WAY OF A
 ME2196'NEW HOUSING CONSTRUCTION ENTRANCE.  THE DISTANCE TO REFERENCE
 ME2196'MARK 1 WAS 0.07 FOOT SHORTER, THE DIRECTION WAS SMALLER BY
 ME2196'4-MINUTES AND 8 SECONDS.  THE DISTANCE TO REFERENCE MARK 2 WAS
 ME2196'0.02 FOOT SHORTER AND THE DIRECTION WAS VERIFIED.
 ME2196'
 ME2196'AFTER ADAMS 2 WAS ESTABLISHED THE SURFACE MARK AT ADAMS 1952
 ME2196'WAS DESTROYED.  THE UNDERGROUND MARK WAS LEFT INTACT.  FOR
 ME2196'INFORMATION SEE THE DESCRIPTION ADAMS 2.
 ME2196'
 ME2196'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 ME2196'NORTH OF SOUTH BEND.
 ME2196'
 ME2196'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3365 ***********************************************************************
 JZ3365  DESIGNATION -  ADAMS
 JZ3365  PID         -  JZ3365
 JZ3365  STATE/COUNTY-  IN/JENNINGS
 JZ3365  USGS QUAD   -  NORTH VERNON (1993)
 JZ3365
 JZ3365                         *CURRENT SURVEY CONTROL
 JZ3365  ___________________________________________________________________
 JZ3365* NAD 83(1997)-  39 00 23.83029(N)    085 38 35.53155(W)     ADJUSTED  
 JZ3365* NAVD 88     -       228.47   (+/-2cm)     749.6    (feet)  VERTCON   
 JZ3365  ___________________________________________________________________
 JZ3365  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 JZ3365  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ3365
 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ3365
 JZ3365.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3365
 JZ3365.The geoid height was determined by GEOID03.
 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  =   0.99973943
 JZ3365
 JZ3365:                Primary Azimuth Mark                     Grid Az
 JZ3365:SPC IN E     -  NORTH VERNON                             088 35 08.0
 JZ3365:UTM  16      -  NORTH VERNON                             087 44 46.5
 JZ3365
 JZ3365|---------------------------------------------------------------------|
 JZ3365| PID    Reference Object                     Distance      Geod. Az  |
 JZ3365|                                                           dddmmss.s |
 JZ3365| JZ2113 NORTH VERNON                        APPROX. 1.6 KM 0883601.2 |
 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  NGVD 29 (07/19/86)  228.59   (m)          750.0    (f) LEVELING    3  
 JZ3365
 JZ3365.Superseded values are not recommended for survey control.
 JZ3365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3365.See file dsdata.txt to determine how the superseded data were derived.
 JZ3365
 JZ3365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1747918387(NAD 83)
 JZ3365_MARKER: DS = TRIANGULATION STATION DISK
 JZ3365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2423 ***********************************************************************
 LB2423  DESIGNATION -  ADAMS
 LB2423  PID         -  LB2423
 LB2423  STATE/COUNTY-  IN/CASS
 LB2423  USGS QUAD   -  LOGANSPORT (1987)
 LB2423
 LB2423                         *CURRENT SURVEY CONTROL
 LB2423  ___________________________________________________________________
 LB2423* NAD 83(1997)-  40 45 25.69531(N)    086 18 00.06083(W)     ADJUSTED  
 LB2423* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 LB2423  ___________________________________________________________________
 LB2423  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 LB2423  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 LB2423
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2423
 LB2423.The geoid height was determined by GEOID03.
 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     -   0.99997196  x   1.00000186  =   0.99997382
 LB2423!SPC IN W     -   0.99997196  x   1.00002050  =   0.99999246
 LB2423!UTM  16      -   0.99997196  x   0.99964297  =   0.99961494
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2423.See file dsdata.txt to determine how the superseded data were derived.
 LB2423
 LB2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5908512033(NAD 83)
 LB2423_MARKER: DS = TRIANGULATION STATION DISK
 LB2423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2235 ***********************************************************************
 ME2235  DESIGNATION -  ADAMS 1952 AZ MK
 ME2235  PID         -  ME2235
 ME2235  STATE/COUNTY-  IN/ST JOSEPH
 ME2235  USGS QUAD   -  SOUTH BEND EAST (1992)
 ME2235
 ME2235                         *CURRENT SURVEY CONTROL
 ME2235  ___________________________________________________________________
 ME2235* NAD 83(1997)-  41 44 59.94059(N)    086 11 52.89944(W)     ADJUSTED  
 ME2235* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 ME2235  ___________________________________________________________________
 ME2235  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 ME2235  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 ME2235
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2235
 ME2235.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2235.See file dsdata.txt to determine how the superseded data were derived.
 ME2235
 ME2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6667722329(NAD 83)
 ME2235_MARKER: DZ = AZIMUTH MARK DISK
 ME2235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2235_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ME2235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2235+STABILITY: SURFACE MOTION
 ME2235
 ME2235  HISTORY     - Date     Condition        Report By
 ME2235  HISTORY     - 1978     MONUMENTED       NGS
 ME2235
 ME2235                          STATION DESCRIPTION
 ME2235
 ME2235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 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 = OCTOBER  6, 2006
 LB2199 ***********************************************************************
 LB2199  DESIGNATION -  ADE 2 1953
 LB2199  PID         -  LB2199
 LB2199  STATE/COUNTY-  IN/NEWTON
 LB2199  USGS QUAD   -  MOROCCO (1961)
 LB2199
 LB2199                         *CURRENT SURVEY CONTROL
 LB2199  ___________________________________________________________________
 LB2199* NAD 83(1997)-  40 53 42.63866(N)    087 26 03.68788(W)     ADJUSTED  
 LB2199* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 LB2199  ___________________________________________________________________
 LB2199  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 LB2199  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LB2199
 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.No horizontal observational check was made to the station.
 LB2199
 LB2199.The orthometric height was scaled from a topographic map.
 LB2199
 LB2199.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2199
 LB2199.The geoid height was determined by GEOID03.
 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  =   0.99995034
 LB2199!UTM  16      -   0.99997291  x   0.99961648  =   0.99958940
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2199.See file dsdata.txt to determine how the superseded data were derived.
 LB2199
 LB2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6341227212(NAD 83)
 LB2199_MARKER: DS = TRIANGULATION STATION DISK
 LB2199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2199_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1817 ***********************************************************************
 JA1817  DESIGNATION -  ADYEVILLE
 JA1817  PID         -  JA1817
 JA1817  STATE/COUNTY-  IN/PERRY
 JA1817  USGS QUAD   -  BRISTOW (1993)
 JA1817
 JA1817                         *CURRENT SURVEY CONTROL
 JA1817  ___________________________________________________________________
 JA1817* NAD 83(1997)-  38 09 53.00303(N)    086 44 19.99040(W)     ADJUSTED  
 JA1817* NAVD 88     -       211.     (meters)     692.     (feet)  SCALED    
 JA1817  ___________________________________________________________________
 JA1817  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 JA1817  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 JA1817
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1817
 JA1817.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1817.See file dsdata.txt to determine how the superseded data were derived.
 JA1817
 JA1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2287424124(NAD 83)
 JA1817_MARKER: DS = TRIANGULATION STATION DISK
 JA1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1817'APPROXIMATE CENTER OF THE ROAD, 29 FEET WEST OF A TRIANGULAR
 JA1817'BLAZE ON A 14-INCH BEECH
 JA1817'TREE, 28 FEET EAST OF A 12-INCH CEDAR TREE
 JA1817'AND 3.7 FEET SOUTH OF A WHITE WITNESS POST.
 JA1817'THE MARK PROJECTS ABOUT
 JA1817'4 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
 JA1817'FEET NORTH OF THE
 JA1817'APPROXIMATE CENTER OF THE ROAD.  THE MARK PROJECTS ABOUT 4
 JA1817'INCHES AND THE DISK IS
 JA1817'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
 JA1817'APPROXIMATE CENTER OF THE ROAD.  THE MARK PROJECTS ABOUT
 JA1817'4 INCHES AND THE DISK IS
 JA1817'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
 JA1817'CENTER OF THE ROAD, 2.5 FEET NORTH OF A WHITE WITNESS
 JA1817'POST AND ONE FOOT WEST OF A FENCE.
 JA1817'THE MARK PROJECTS ABOUT 4 INCHES
 JA1817'AND THE DISK IS STAMPED ADYEVILLE 1946.
 JA1817'
 JA1817'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 62 AND 545
 JA1817'IN ST MEINRAD, GO
 JA1817'SOUTH ON HIGHWAY 545 FOR 0.25 MILE TO THREE FORKS, TAKE
 JA1817'LEFT FORK AND GO 0.55 MILES TO
 JA1817'A FORK JUST AFTER CROSSING A BRIDGE,
 JA1817'TAKE RIGHT FORK AND GO 0.2 MILE TO A FORK, KEEP
 JA1817'RIGHT FORK AND GO 1.3
 JA1817'MILES TO A FORK, TAKE LEFT FORK AND GO 0.75 MILE TO A CROSSROAD,
 JA1817'TURN LEFT AND GO
 JA1817'0.3 MILE TO A FORK, CONTINUE STRAIGHT AHEAD FOR 2.25
 JA1817'MILES TO A REVERSE FORK LEFT,
 JA1817'TURN SHARP LEFT AND FOLLOW WINDING ROAD
 JA1817'FOR 1.2 MILES TO A SMALL WHITE HOUSE ON THE
 JA1817'LEFT, CONTINUE STRAIGHT
 JA1817'AHEAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT
 JA1817'AHEAD FOR 0.45 MILE TO A TRIANGULAR BLAZE ON A 14 INCH BEECH
 JA1817'TREE AND STATION ON THE LEFT.
 JA1817'
 JA1817'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1083 ***********************************************************************
 JZ1083  DESIGNATION -  AHAUS
 JZ1083  PID         -  JZ1083
 JZ1083  STATE/COUNTY-  IN/DEARBORN
 JZ1083  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ1083
 JZ1083                         *CURRENT SURVEY CONTROL
 JZ1083  ___________________________________________________________________
 JZ1083* NAD 83(1986)-  39 05 50.     (N)    084 49 46.     (W)     SCALED    
 JZ1083* NAVD 88     -       144.370  (meters)     473.65   (feet)  ADJUSTED  
 JZ1083  ___________________________________________________________________
 JZ1083  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JZ1083  DYNAMIC HT  -         144.280 (meters)     473.36  (feet)  COMP
 JZ1083  MODELED GRAV-     980,005.8   (mgal)                       NAVD 88
 JZ1083
 JZ1083  VERT ORDER  -  SECOND    CLASS 0
 JZ1083
 JZ1083.The horizontal coordinates were scaled from a topographic map and have
 JZ1083.an estimated accuracy of +/- 6 seconds.
 JZ1083
 JZ1083.The orthometric height was determined by differential leveling
 JZ1083.and adjusted by the National Geodetic Survey in June 1991..
 JZ1083
 JZ1083.The geoid height was determined by GEOID03.
 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     -   427,620.      172,420.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1083.See file dsdata.txt to determine how the superseded data were derived.
 JZ1083
 JZ1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ877298(NAD 83)
 JZ1083_MARKER: DD = SURVEY DISK
 JZ1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1083_SP_SET: 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 = OCTOBER  6, 2006
 AJ8261 ***********************************************************************
 AJ8261  PACS        -  This is a Primary Airport Control Station.
 AJ8261  DESIGNATION -  AID A
 AJ8261  PID         -  AJ8261
 AJ8261  STATE/COUNTY-  IN/MADISON
 AJ8261  USGS QUAD   -  MIDDLETOWN (1994)
 AJ8261
 AJ8261                         *CURRENT SURVEY CONTROL
 AJ8261  ___________________________________________________________________
 AJ8261* NAD 83(1997)-  40 06 22.46076(N)    085 36 35.85466(W)     ADJUSTED  
 AJ8261* NAVD 88     -       276.30   (meters)     906.5    (feet)  GPS OBS   
 AJ8261  ___________________________________________________________________
 AJ8261  X           -     373,948.920 (meters)                     COMP
 AJ8261  Y           -  -4,870,968.951 (meters)                     COMP
 AJ8261  Z           -   4,087,171.185 (meters)                     COMP
 AJ8261  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 AJ8261  ELLIP HEIGHT-         242.37  (meters)          (11/27/02) GPS OBS
 AJ8261  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 AJ8261
 AJ8261  HORZ ORDER  -  B
 AJ8261  ELLP ORDER  -  FOURTH    CLASS I
 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 November 2002..
 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 NAVD 88 network.
 AJ8261
 AJ8261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8261
 AJ8261.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8261
 AJ8261.The ellipsoidal height was determined by GPS observations
 AJ8261.and is referenced to NAD 83.
 AJ8261
 AJ8261.The geoid height was determined by GEOID03.
 AJ8261
 AJ8261;                    North         East     Units Scale Factor Converg.
 AJ8261;SPC IN E     -   539,315.113   104,834.759   MT  0.99996695   +0 02 11.5
 AJ8261;SPC IN E     - 1,769,403.00    343,945.37   sFT  0.99996695   +0 02 11.5
 AJ8261;UTM  16      - 4,440,474.719   618,471.342   MT  0.99977278   +0 53 44.1
 AJ8261
 AJ8261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8261!SPC IN E     -   0.99996198  x   0.99996695  =   0.99992893
 AJ8261!UTM  16      -   0.99996198  x   0.99977278  =   0.99973477
 AJ8261
 AJ8261                          SUPERSEDED SURVEY CONTROL
 AJ8261
 AJ8261  NAD 83(1997)-  40 06 22.46063(N)    085 36 35.85477(W) AD(       ) B
 AJ8261
 AJ8261.Superseded values are not recommended for survey control.
 AJ8261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8261.See file dsdata.txt to determine how the superseded data were derived.
 AJ8261
 AJ8261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1847140475(NAD 83)
 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'
 AJ8261
 AJ8261                          STATION RECOVERY (2002)
 AJ8261
 AJ8261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AJ8261'RECOVERED AS DESCRIBED.
 AJ8261'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8262 ***********************************************************************
 AJ8262  SACS        -  This is a Secondary Airport Control Station.
 AJ8262  DESIGNATION -  AID B
 AJ8262  PID         -  AJ8262
 AJ8262  STATE/COUNTY-  IN/MADISON
 AJ8262  USGS QUAD   -  MIDDLETOWN (1994)
 AJ8262
 AJ8262                         *CURRENT SURVEY CONTROL
 AJ8262  ___________________________________________________________________
 AJ8262* NAD 83(1997)-  40 06 40.87548(N)    085 37 23.99877(W)     ADJUSTED  
 AJ8262* NAVD 88     -       266.19   (meters)     873.3    (feet)  GPS OBS   
 AJ8262  ___________________________________________________________________
 AJ8262  X           -     372,783.465 (meters)                     COMP
 AJ8262  Y           -  -4,870,683.525 (meters)                     COMP
 AJ8262  Z           -   4,087,599.082 (meters)                     COMP
 AJ8262  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 AJ8262  ELLIP HEIGHT-         232.25  (meters)          (11/27/02) GPS OBS
 AJ8262  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 AJ8262
 AJ8262  HORZ ORDER  -  FIRST
 AJ8262  ELLP ORDER  -  FOURTH    CLASS I
 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 November 2002..
 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 NAVD 88 network.
 AJ8262
 AJ8262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8262
 AJ8262.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8262
 AJ8262.The ellipsoidal height was determined by GPS observations
 AJ8262.and is referenced to NAD 83.
 AJ8262
 AJ8262.The geoid height was determined by GEOID03.
 AJ8262
 AJ8262;                    North         East     Units Scale Factor Converg.
 AJ8262;SPC IN E     -   539,882.428   103,694.289   MT  0.99996683   +0 01 40.5
 AJ8262;SPC IN E     - 1,771,264.27    340,203.68   sFT  0.99996683   +0 01 40.5
 AJ8262;UTM  16      - 4,441,024.763   617,322.719   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                          SUPERSEDED SURVEY CONTROL
 AJ8262
 AJ8262  NAD 83(1997)-  40 06 40.87534(N)    085 37 23.99888(W) AD(       ) 1
 AJ8262
 AJ8262.Superseded values are not recommended for survey control.
 AJ8262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8262.See file dsdata.txt to determine how the superseded data were derived.
 AJ8262
 AJ8262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1732341025(NAD 83)
 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'
 AJ8262
 AJ8262                          STATION RECOVERY (2002)
 AJ8262
 AJ8262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AJ8262'RECOVERED AS DESCRIBED.
 AJ8262'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2613 ***********************************************************************
 LB2613  DESIGNATION -  AIR BEACON 16
 LB2613  PID         -  LB2613
 LB2613  STATE/COUNTY-  IN/TIPPECANOE
 LB2613  USGS QUAD   -  LAFAYETTE WEST (1987)
 LB2613
 LB2613                         *CURRENT SURVEY CONTROL
 LB2613  ___________________________________________________________________
 LB2613* NAD 83(1997)-  40 23 37.07128(N)    086 52 33.17856(W)     ADJUSTED  
 LB2613* NAVD 88     -                                                        
 LB2613  ___________________________________________________________________
 LB2613  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 LB2613  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 LB2613
 LB2613  HORZ ORDER  -  THIRD
 LB2613
 LB2613.The horizontal coordinates were established by classical geodetic methods
 LB2613.and adjusted by the National Geodetic Survey in May 1999..
 LB2613
 LB2613
 LB2613.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2613
 LB2613.The geoid height was determined by GEOID03.
 LB2613
 LB2613;                    North         East     Units Scale Factor Converg.
 LB2613;SPC IN W     -   571,244.996   917,612.270   MT  0.99997048   +0 08 04.0
 LB2613;SPC IN W     - 1,874,159.62  3,010,532.92   sFT  0.99997048   +0 08 04.0
 LB2613;UTM  16      - 4,471,455.283   510,533.512   MT  0.99960137   +0 04 49.6
 LB2613
 LB2613                          SUPERSEDED SURVEY CONTROL
 LB2613
 LB2613  NAD 83(1986)-  40 23 37.07898(N)    086 52 33.18962(W) AD(       ) 4
 LB2613  NAD 27      -  40 23 36.92000(N)    086 52 33.19000(W) AD(       ) 3
 LB2613
 LB2613.Superseded values are not recommended for survey control.
 LB2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2613.See file dsdata.txt to determine how the superseded data were derived.
 LB2613
 LB2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1053471455(NAD 83)
 LB2613
 LB2613  HISTORY     - Date     Condition        Report By
 LB2613  HISTORY     - UNK      MONUMENTED
 LB2613  HISTORY     - 1966     MARK NOT FOUND   CGS
 LB2613
 LB2613                          STATION DESCRIPTION
 LB2613
 LB2613'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (WHB)
 LB2613'NOT RECOVERED.
 LB2613'
 LB2613'VISUAL SEARCH OF AREA (FROM PLOT ON MAP) F. A. A. AT PURDUE UNIV.
 LB2613'AIRPORT REPORTS THAT STATIONS OF THIS TYPE WERE REMOVED IN
 LB2613'1947-1948, ALTHOUGH THEY HAVE NO PARTICULAR RECORD OF THIS BEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2413 ***********************************************************************
 ME2413  DESIGNATION -  AIRWAY BEACON 6
 ME2413  PID         -  ME2413
 ME2413  STATE/COUNTY-  IN/LA PORTE
 ME2413  USGS QUAD   -  STILLWELL (1977)
 ME2413
 ME2413                         *CURRENT SURVEY CONTROL
 ME2413  ___________________________________________________________________
 ME2413* NAD 83(1997)-  41 33 23.64857(N)    086 36 21.27407(W)     ADJUSTED  
 ME2413* NAVD 88     -                                                        
 ME2413  ___________________________________________________________________
 ME2413  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 ME2413  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME2413
 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
 ME2413.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2413
 ME2413.The geoid height was determined by GEOID03.
 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;SPC IN E     -   700,794.339    21,647.292   MT  1.00004219   -0 37 23.1
 ME2413;SPC IN E     - 2,299,189.43     71,021.16   sFT  1.00004219   -0 37 23.1
 ME2413;UTM  16      - 4,600,619.475   532,863.280   MT  0.99961329   +0 15 41.1
 ME2413
 ME2413                          SUPERSEDED SURVEY CONTROL
 ME2413
 ME2413  NAD 83(1994)-  41 33 23.65062(N)    086 36 21.27760(W) AD(       ) 4
 ME2413  NAD 83(1986)-  41 33 23.65332(N)    086 36 21.27663(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2413.See file dsdata.txt to determine how the superseded data were derived.
 ME2413
 ME2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM3286300619(NAD 83)
 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 = OCTOBER  6, 2006
 ME2544 ***********************************************************************
 ME2544  DESIGNATION -  AIX
 ME2544  PID         -  ME2544
 ME2544  STATE/COUNTY-  IN/JASPER
 ME2544  USGS QUAD   -  PARR (1980)
 ME2544
 ME2544                         *CURRENT SURVEY CONTROL
 ME2544  ___________________________________________________________________
 ME2544* NAD 83(1997)-  41 01 36.58397(N)    087 09 05.76758(W)     ADJUSTED  
 ME2544* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 ME2544  ___________________________________________________________________
 ME2544  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 ME2544  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME2544
 ME2544  HORZ ORDER  -  FIRST
 ME2544
 ME2544.The horizontal coordinates were established by classical geodetic methods
 ME2544.and adjusted by the National Geodetic Survey in May 1999..
 ME2544
 ME2544.The orthometric height was scaled from a topographic map.
 ME2544
 ME2544.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2544
 ME2544.The geoid height was determined by GEOID03.
 ME2544
 ME2544;                    North         East     Units Scale Factor Converg.
 ME2544;SPC IN W     -   641,539.801   894,258.715   MT  0.99996707   -0 02 41.3
 ME2544;SPC IN W     - 2,104,785.16  2,933,913.80   sFT  0.99996707   -0 02 41.3
 ME2544;UTM  16      - 4,541,746.397   487,255.200   MT  0.99960200   -0 05 58.2
 ME2544
 ME2544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2544!SPC IN W     -   0.99997249  x   0.99996707  =   0.99993956
 ME2544!UTM  16      -   0.99997249  x   0.99960200  =   0.99957450
 ME2544
 ME2544:                Primary Azimuth Mark                     Grid Az
 ME2544:SPC IN W     -  RENSSELAER SE BASE                       200 11 40.9
 ME2544:UTM  16      -  RENSSELAER SE BASE                       200 14 57.8
 ME2544
 ME2544|---------------------------------------------------------------------|
 ME2544| PID    Reference Object                     Distance      Geod. Az  |
 ME2544|                                                           dddmmss.s |
 ME2544| LB2152 RENSSELAER SE BASE                  APPROX. 7.0 KM 2000859.6 |
 ME2544| ME1422 M 108                                33.584 METERS 25845     |
 ME2544| CM2656 AIX AZ MK                                          2703105.7 |
 ME2544| CM2657 AIX RM 1                             41.307 METERS 34657     |
 ME2544|---------------------------------------------------------------------|
 ME2544
 ME2544                          SUPERSEDED SURVEY CONTROL
 ME2544
 ME2544  NAD 83(1986)-  41 01 36.58838(N)    087 09 05.77701(W) AD(       ) 1
 ME2544  NAD 27      -  41 01 36.45640(N)    087 09 05.68940(W) AD(       ) 1
 ME2544
 ME2544.Superseded values are not recommended for survey control.
 ME2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2544.See file dsdata.txt to determine how the superseded data were derived.
 ME2544
 ME2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8725541746(NAD 83)
 ME2544_MARKER: DS = TRIANGULATION STATION DISK
 ME2544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2544
 ME2544  HISTORY     - Date     Condition        Report By
 ME2544  HISTORY     - 1947     MONUMENTED       CGS
 ME2544  HISTORY     - 1952     GOOD             CGS
 ME2544
 ME2544                          STATION DESCRIPTION
 ME2544
 ME2544'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 ME2544'STATION IS LOCATED 6.3 MILES NORTH OF THE NORTHEAST CORNER OF THE
 ME2544'COURTHOUSE SQUARE IN
 ME2544'RENSSELAER IN THE SOUTHEAST ANGLE OF THE JUNCTION OF STATE HIGHWAYS
 ME2544'NO. 53 AND 14.  IT IS 81 FEET SOUTHEAST OF
 ME2544'THE INTERSECTION, 62 FEET EAST OF THE CENTER OF HIGHWAY NO. 53,
 ME2544'49 FEET SOUTH OF THE CENTER OF HIGHWAY NO.
 ME2544'14, 3 FEET EAST OF A WHITE WITNESS POST AND 1
 ME2544'FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS 2 INCHES AND
 ME2544'THE DISK IS STAMPED AIX 1947.
 ME2544'
 ME2544'REFERENCE MARK NO. 1 IS 135.52 FEET NORTH OF THE STATION.  IT IS 85
 ME2544'FEET NORTH OF THE CENTER OF
 ME2544'HIGHWAY NO. 14, 33 FEET EAST OF THE CENTER OF HIGHWAY NO. 53, 6 FEET
 ME2544'SOUTH OF A TELEPHONE POLE AND 1 FOOT
 ME2544'WEST OF A FENCELINE.  THE MARK PROJECTS 3 INCHES AND THE DISK
 ME2544'IS STAMPED AIX NO 1 1947.
 ME2544'
 ME2544'M 108 (USC AND GS) BM WAS USED AS A REFERENCE MARK.  IT IS 110.18
 ME2544'FEET WEST OF THE STATION, 74
 ME2544'FEET SOUTH OF THE CENTER OF HIGHWAY NO. 14, 45 FEET WEST OF THE
 ME2544'CENTER OF HIGHWAY NO. 53 AND 1
 ME2544'FOOT WEST OF A FENCELINE.  THE MARK IS A 6 BY 6 INCH CONCRETE POST
 ME2544'FLUSH WITH THE GROUND WITH A STANDARD USC
 ME2544'AND GS BM DISK STAMPED M 108 1946.
 ME2544'
 ME2544'AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION ON THE SOUTH SIDE OF
 ME2544'STATE HIGHWAY NO. 14. IT IS 70 FEET
 ME2544'EAST OF A TELEPHONE POLE, 48 FEET SOUTH OF THE CENTER OF HIGHWAY NO.
 ME2544'14, 3 FEET EAST OF A WHITE WITNESS
 ME2544'POST AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS 2
 ME2544'INCHES AND THE DISK IS STAMPED AIX 1947.
 ME2544'
 ME2544'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2544
 ME2544                          STATION RECOVERY (1952)
 ME2544
 ME2544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2544'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 ME2544'CONDITION.  A POWERLINE HAS
 ME2544'BEEN BUILT OVER THE STATION MARK.  TRIANGULATION STATION AIX 2 AND
 ME2544'REFERENCE MARKS WERE ESTABLISHED
 ME2544'BY THIS PARTY, UPON COMPLETION, STATION AIX WAS
 ME2544'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2545 ***********************************************************************
 ME2545  CBN         -  This is a Cooperative Base Network Control Station.
 ME2545  DESIGNATION -  AIX 2
 ME2545  PID         -  ME2545
 ME2545  STATE/COUNTY-  IN/JASPER
 ME2545  USGS QUAD   -  PARR (1980)
 ME2545
 ME2545                         *CURRENT SURVEY CONTROL
 ME2545  ___________________________________________________________________
 ME2545* NAD 83(1997)-  41 01 34.30834(N)    087 09 05.90872(W)     ADJUSTED  
 ME2545* NAVD 88     -       210.2    (meters)     690.     (feet)  GPS OBS   
 ME2545  ___________________________________________________________________
 ME2545  X           -     239,460.238 (meters)                     COMP
 ME2545  Y           -  -4,812,861.729 (meters)                     COMP
 ME2545  Z           -   4,164,734.357 (meters)                     COMP
 ME2545  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 ME2545  ELLIP HEIGHT-         176.64  (meters)          (01/19/05) GPS OBS
 ME2545  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME2545
 ME2545  HORZ ORDER  -  A
 ME2545  ELLP ORDER  -  FOURTH    CLASS I
 ME2545
 ME2545.The horizontal coordinates were established by GPS observations
 ME2545.and adjusted by the National Geodetic Survey in January 2005..
 ME2545
 ME2545.The orthometric height was determined by GPS observations and a
 ME2545.high-resolution geoid model.
 ME2545
 ME2545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME2545
 ME2545.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2545
 ME2545.The ellipsoidal height was determined by GPS observations
 ME2545.and is referenced to NAD 83.
 ME2545
 ME2545.The geoid height was determined by GEOID03.
 ME2545
 ME2545;                    North         East     Units Scale Factor Converg.
 ME2545;SPC IN W     -   641,469.606   894,255.363   MT  0.99996707   -0 02 41.4
 ME2545;SPC IN W     - 2,104,554.87  2,933,902.80   sFT  0.99996707   -0 02 41.4
 ME2545;UTM  16      - 4,541,676.231   487,251.782   MT  0.99960200   -0 05 58.3
 ME2545
 ME2545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2545!SPC IN W     -   0.99997229  x   0.99996707  =   0.99993936
 ME2545!UTM  16      -   0.99997229  x   0.99960200  =   0.99957430
 ME2545
 ME2545|---------------------------------------------------------------------|
 ME2545| PID    Reference Object                     Distance      Geod. Az  |
 ME2545|                                                           dddmmss.s |
 ME2545| ME2544 AIX                                  70.277 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 2702745.4 |
 ME2545| CM2658 AIX 2 AZ MK                                        2842040.8 |
 ME2545| ME1422 M 108                                70.211 METERS 33502     |
 ME2545| CM2660 AIX 2 RM 3                           23.339 METERS 34515     |
 ME2545|---------------------------------------------------------------------|
 ME2545
 ME2545                          SUPERSEDED SURVEY CONTROL
 ME2545
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2545.See file dsdata.txt to determine how the superseded data were derived.
 ME2545
 ME2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8725241676(NAD 83)
 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 - August 30, 2005
 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             BUTLER
 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
 ME2545'OF THE INTERSECTION OF
 ME2545'STATE HIGHWAYS 53 AND 14 AND ON PROPERTY OWNED BY THE WEINBURG
 ME2545'BROTHERS.  IT IS 284 FEET SOUTHEAST OF
 ME2545'THE INTERSECTION OF THE HIGHWAYS, 123 FEET SOUTHWEST OF THE
 ME2545'SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING,
 ME2545'50 FEET EAST OF THE CENTER OF STATE
 ME2545'HIGHWAY 53 AND 20 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 ME2545'PROJECTS 4 INCHES AND THE DISK IS
 ME2545'STAMPED AIX 2 1952.
 ME2545'
 ME2545'REFERENCE MARK NO. 2 IS 3 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 ME2545'THE CONCRETE BLOCK BUILDING.
 ME2545'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED AIX 2 NO 2 1952.
 ME2545'
 ME2545'REFERENCE MARK NO. 3 IS 31 FEET EAST OF THE CENTER OF STATE HIGHWAY
 ME2545'53 AND 1 FOOT EAST OF A
 ME2545'FENCELINE.  THE MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED AIX 2
 ME2545'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
 ME2545'HIGHWAY 14, 3 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF
 ME2545'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
 ME2545'CENTER OF STATE HIGHWAY 53, 1.8 FEET SOUTHEAST OF A WHITE WITNESS
 ME2545'POST AND 1 FOOT WEST OF A
 ME2545'FENCELINE.  THE MARK IS A 8 BY 8 INCH CONCRETE POST WHICH PROJECTS
 ME2545'4 INCHES WITH A BRONZE USC AND GS BENCH
 ME2545'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
 ME2545'WEST ON STATE HIGHWAY 14 FOR 0.2 MILE TO THE 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.
 ME2545'2 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.
 ME2545'
 ME2545'REFERENCE MARKS 2 AND 4 WERE RECOVERED.
 ME2545'
 ME2545'REFERENCE MARK 3 WAS NOT LOCATED.
 ME2545'
 ME2545'BM M 108 WAS 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
 ME2545'WAS NOT FOUND AND IS ASSUMED TO HAVE BEEN DESTROYED BY
 ME2545'ROAD CONSTRUCTION.  THE AZIMUTH
 ME2545'MARK WAS FOUND UPROOTED AND ON ITS SIDE.
 ME2545'THE DISK WAS SALVAGED.  REFERENCE MARK 4 WAS SET.
 ME2545'THERE IS NO OBJECTS
 ME2545'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
 ME2545'STATE HIGHWAY 53
 ME2545'AND 14 WHICH IS ABOUT 6 MILES NORTH OF RENSSELAER, 169
 ME2545'FEET NORTH OF THE SOUTH ENTRANCE TO
 ME2545'WEINBER BROS. DISCOUNT STORE, 123
 ME2545'FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE STORE,
 ME2545'85 FEET WEST OF THE
 ME2545'WEST WALL OF THE STORE, 50 FEET EAST OF THE CENTERLINE OF U.S.
 ME2545'HIGHWAY 231 AND
 ME2545'STATE HIGHWAY 53, 34 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY POST,
 ME2545'1 FOOT NORTH OF A
 ME2545'TELEPHONE POLE, 1 FOOT SOUTH OF A METAL WITNESS POST
 ME2545'AND IN A NORTH-SOUTH FENCE LINE.
 ME2545'THE MONUMENT IS 4 INCHES UNDERGROUND
 ME2545'AND THE DISK IS STAMPED AIX 2 1952.
 ME2545'
 ME2545'REFERENCE MARK 2 IS 51 FEET NORTH OF THE WEST ENTRANCE TO THE STORE,
 ME2545'3 FEET NORTHWEST
 ME2545'OF THE 5TH BRACE PILLAR OF WALL FROM THE NORTH AND 1
 ME2545'FOOT WEST OF THE WEST WALL OF THE
 ME2545'STORE.  THE MONUMENT PROJECTS 6 INCHES
 ME2545'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
 ME2545'FOOT WEST OF THE
 ME2545'FENCE, 48 FEET EAST OF THE CENTERLINE OF THE ROAD AND
 ME2545'25 FEET SOUTH OF THE TELEPHONE
 ME2545'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
 ME2545'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 AND 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2285 ***********************************************************************
 ME2285  DESIGNATION -  AKRON
 ME2285  PID         -  ME2285
 ME2285  STATE/COUNTY-  IN/FULTON
 ME2285  USGS QUAD   -  AKRON (1994)
 ME2285
 ME2285                         *CURRENT SURVEY CONTROL
 ME2285  ___________________________________________________________________
 ME2285* NAD 83(1997)-  41 02 21.83525(N)    086 05 02.00525(W)     ADJUSTED  
 ME2285* NAVD 88     -       252.     (meters)     827.     (feet)  SCALED    
 ME2285  ___________________________________________________________________
 ME2285  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 ME2285  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 ME2285
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2285
 ME2285.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2285.See file dsdata.txt to determine how the superseded data were derived.
 ME2285
 ME2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7700143535(NAD 83)
 ME2285_MARKER: DS = TRIANGULATION STATION DISK
 ME2285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2285
 ME2285  HISTORY     - Date     Condition        Report By
 ME2285  HISTORY     - 1947     MONUMENTED       CGS
 ME2285  HISTORY     - 1990     GOOD             USPSQD
 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
 ME2285'THE SOUTH SIDE OF STATE HIGHWAY 14 ON LAND OWNED BY MRS. SELIGMAN.
 ME2285'IT IS 135 FEET SOUTH OF THE CENTER OF
 ME2285'HIGHWAY, 92 FEET SOUTH OF THE SOUTHWEST CORNER OF BARN,
 ME2285'36 FEET NORTH OF A EAST-WEST FENCELINE, 7 FEET
 ME2285'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
 ME2285'FEET SOUTHEAST OF THE SOUTHEAST
 ME2285'CORNER OF BARN.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 ME2285'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
 ME2285'MARK PROJECTS ABOUT 4 INCHES AND THE 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.
 ME2285'14, 5 FEET EAST OF A TELEPHONE POLE AND 3 FEET WEST OF A WHITE
 ME2285'WITNESS POST.  THE MARK PROJECTS
 ME2285'ABOUT 3 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
 ME2285'TO STATION ON THE RIGHT, CONTINUE FOR 0.3 MILE TO AZIMUTH MARK ON THE
 ME2285'LEFT.
 ME2285'
 ME2285'TO REACH STATION FROM THE RAIL ROAD CROSSING AND STATE HIGHWAY NO. 14
 ME2285'IN AKRON GO WEST ON STATE
 ME2285'HIGHWAY NO. 14 FOR 2.6 MILE TO AZIMUTH MARK ON THE RIGHT, CONTINUE
 ME2285'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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0641 ***********************************************************************
 MD0641  DESIGNATION -  AL 6
 MD0641  PID         -  MD0641
 MD0641  STATE/COUNTY-  IN/ALLEN
 MD0641  USGS QUAD   -  FORT WAYNE WEST (1981)
 MD0641
 MD0641                         *CURRENT SURVEY CONTROL
 MD0641  ___________________________________________________________________
 MD0641* NAD 83(1986)-  41 04 43.     (N)    085 09 19.     (W)     SCALED    
 MD0641* NAVD 88     -       233.130  (meters)     764.86   (feet)  ADJUSTED  
 MD0641  ___________________________________________________________________
 MD0641  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MD0641  DYNAMIC HT  -         233.039 (meters)     764.56  (feet)  COMP
 MD0641  MODELED GRAV-     980,226.1   (mgal)                       NAVD 88
 MD0641
 MD0641  VERT ORDER  -  FIRST     CLASS I
 MD0641
 MD0641.The horizontal coordinates were scaled from a topographic map and have
 MD0641.an estimated accuracy of +/- 6 seconds.
 MD0641
 MD0641.The orthometric height was determined by differential leveling
 MD0641.and adjusted by the National Geodetic Survey in April 1995..
 MD0641
 MD0641.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD0641
 MD0641  NAVD 88 (06/15/91)  233.135  (m)          764.88   (f) UNKNOWN     1 1
 MD0641  NGVD 29 (01/19/93)  233.296  (m)          765.41   (f) ADJUSTED    1 1
 MD0641
 MD0641.Superseded values are not recommended for survey control.
 MD0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0641.See file dsdata.txt to determine how the superseded data were derived.
 MD0641
 MD0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL549491(NAD 83)
 MD0641_MARKER: DD = SURVEY 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             NGS
 MD0641  HISTORY     - 19921010 GOOD             NGS
 MD0641
 MD0641                          STATION DESCRIPTION
 MD0641
 MD0641'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA2059 ***********************************************************************
 LA2059  DESIGNATION -  ALBANY UNUSED PAPER MILL TANK
 LA2059  PID         -  LA2059
 LA2059  STATE/COUNTY-  IN/DELAWARE
 LA2059  USGS QUAD   -  REDKEY (1981)
 LA2059
 LA2059                         *CURRENT SURVEY CONTROL
 LA2059  ___________________________________________________________________
 LA2059* NAD 83(1997)-  40 17 47.74622(N)    085 14 47.83628(W)     ADJUSTED  
 LA2059* NAVD 88     -                                                        
 LA2059  ___________________________________________________________________
 LA2059  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 LA2059  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 LA2059
 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
 LA2059.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2059
 LA2059.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2059
 LA2059  NAD 83(1995)-  40 17 47.74768(N)    085 14 47.84341(W) AD(       ) 4
 LA2059  NAD 83(1986)-  40 17 47.74835(N)    085 14 47.84819(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2059.See file dsdata.txt to determine how the superseded data were derived.
 LA2059
 LA2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4902262152(NAD 83)
 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 = OCTOBER  6, 2006
 MD1626 ***********************************************************************
 MD1626  DESIGNATION -  ALBION
 MD1626  PID         -  MD1626
 MD1626  STATE/COUNTY-  IN/NOBLE
 MD1626  USGS QUAD   -  ALBION (1973)
 MD1626
 MD1626                         *CURRENT SURVEY CONTROL
 MD1626  ___________________________________________________________________
 MD1626* NAD 83(1997)-  41 23 57.03954(N)    085 25 37.45234(W)     ADJUSTED  
 MD1626* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 MD1626  ___________________________________________________________________
 MD1626  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 MD1626  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 MD1626
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1626
 MD1626.The geoid height was determined by GEOID03.
 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     -   0.99995817  x   0.99997160  =   0.99992977
 MD1626!UTM  16      -   0.99995817  x   0.99981277  =   0.99977095
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1626.See file dsdata.txt to determine how the superseded data were derived.
 MD1626
 MD1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3148784265(NAD 83)
 MD1626_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1626
 MD1626  HISTORY     - Date     Condition        Report By
 MD1626  HISTORY     - 1946     MONUMENTED       CGS
 MD1626  HISTORY     - 1956     SEE DESCRIPTION  USGS
 MD1626  HISTORY     - 1963     SEE DESCRIPTION  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
 MD1626'STREET.  IT IS 18 FEET EAST OF A FENCE LINE, 30 FEET NORTH OF A 24
 MD1626'INCH MAPLE TREE, 48 FEET SOUTHWEST OF
 MD1626'THE SOUTHWEST CORNER OF A STONE BUILDING AND 85 FEET SOUTHEAST
 MD1626'OF THE SOUTHEAST CORNER OF A RED BARN.  THE
 MD1626'MARK IS FLUSH AND THE DISK IS STAMPED ALBION
 MD1626'1946.
 MD1626'
 MD1626'REFERENCE MARK NO. 1 IS 78.80 FEET NORTH OF STATION.  IT IS 14 FEET
 MD1626'SOUTH OF THE SOUTHEAST CORNER
 MD1626'OF A RED BARN AND IS IN THE NORTH-SOUTH FENCE LINE.  THE MARK IS
 MD1626'FLUSH AND THE DISK IS STAMPED ALBION
 MD1626'NO. 1 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
 MD1626'WEST OF THE CENTERLINE OF OAK STREET AND IS ALONG THE WEST SIDE OF A
 MD1626'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
 MD1626'HIGHWAY 8.  IT IS 7 FEET NORTHEAST OF THE NORTHEAST CORNER OF A RED
 MD1626'BARN AND 2 FEET NORTH OF WHITE
 MD1626'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 MD1626'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
 MD1626'WAY CONTINUE STRAIGHT AHEAD ON DRIVE WAY BETWEEN TWO HOUSES TO A RED
 MD1626'BARN AND STATION IS AT THE
 MD1626'SOUTHEAST 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
 MD1626'DRIVE WAY ON THE LEFT TURN LEFT IN DRIVE WAY AND GO TO RED BARN ON
 MD1626'THE LEFT AND AZIMUTH AS
 MD1626'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
 MD1626'IS PAINTED WHITE, AND THE 24-INCH MAPLE TREE HAS BEEN
 MD1626'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
 MD1626'BEEN BUILT BETWEEN THE STATION AND BENCH MARK S 163, AND AZ. MK. MAY
 MD1626'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,
 MD1626'THENCE 0.2 MILE OR 2 BLOCKS N ON N. OAK STREET, IN THE BACK YARD ON
 MD1626'NO.  415 N. OAK STREET, 75.15 FEET SW
 MD1626'OF NW CORNER OF LARGE LIMESTONE RANCH TYPE HOUSE, 79.38
 MD1626'FEET NW OF SW CORNER OF SAME, 30.8 FEET S OF
 MD1626'PROJECTED PLANE OF N WALL OF SAID HOUSE, ABOUT
 MD1626'166 FEET W OF C/L OF OAK STREET, STANDARD DISKS STAMPED ALBION
 MD1626'1946 IN 1A AND 7A MARKS WITH THE
 MD1626'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
 MD1626'IN AZIMUTH 168 DEG. 11 MIN. FROM THE STATION, 11 FEET S OF SE CORNER
 MD1626'OF BARN, ONE FOOT E OF PROJECTED PLANE OF E
 MD1626'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
 MD1626'IN AZIMUTH 276 DEG. 47 MIN. 07.6 SEC. FROM STATION, OBSTRUCTED NOW BY
 MD1626'HOUSE, 28.5 FEET N OF PROJECTED PLANE OF S WALL OF
 MD1626'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
 MD1626'STATION, NOW OBSTRUCTED BY TREES, 0.2 MILE W OF OAK ST., ABOUT 40
 MD1626'YARDS SSW OF EXTENSION OF W. JEFFERSON
 MD1626'STREET, 6 FEET N OF NE CORNER OF BARN, CONCRETE FOUNDATION, ONE
 MD1626'FOOT E OF PLANE OF E WALL OF BARN, PROJECTS
 MD1626'0.2 FOOT, IS POSSIBLY 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.
 MD1626'
 MD1626'MARK IS 6 IN BELOW GRADE AND NOW COVERED WITH 4 RED BRICKS STANDING
 MD1626'ON EDGE.  THE STONE BUILDING HAS BEEN REMOVED.  IT IS 73 FT 4 IN N.
 MD1626'OF UTILITY POLE N 304-91.  17 FT 4 IN WNW FROM 19 INCH WALNUT TREE
 MD1626'AND 75 FT 3 IN SW FROM N.W. CORNER OF STONE HOUSE AT 415 OAK STREET.
 MD1626'
 MD1626'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN TOWN OF ALBION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1623 ***********************************************************************
 MD1623  DESIGNATION -  ALBION CO CTHSE CLOCK TOWER
 MD1623  PID         -  MD1623
 MD1623  STATE/COUNTY-  IN/NOBLE
 MD1623  USGS QUAD   -  ALBION (1973)
 MD1623
 MD1623                         *CURRENT SURVEY CONTROL
 MD1623  ___________________________________________________________________
 MD1623* NAD 83(1997)-  41 23 45.76467(N)    085 25 28.52105(W)     ADJUSTED  
 MD1623* NAVD 88     -                                                        
 MD1623  ___________________________________________________________________
 MD1623  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 MD1623  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 MD1623
 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
 MD1623.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1623
 MD1623.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1623
 MD1623  NAD 83(1995)-  41 23 45.76656(N)    085 25 28.52781(W) AD(       ) 4
 MD1623  NAD 83(1986)-  41 23 45.76593(N)    085 25 28.53289(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1623.See file dsdata.txt to determine how the superseded data were derived.
 MD1623
 MD1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3170083921(NAD 83)
 MD1623
 MD1623  HISTORY     - Date     Condition        Report By
 MD1623  HISTORY     - 1946     MONUMENTED       CGS
 MD1623  HISTORY     - 1956     SEE DESCRIPTION  USGS
 MD1623  HISTORY     - 1963     SEE DESCRIPTION  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
 MD1623'STATATE HIGHWAYS 8 AND 9.  IT IS A SQUARE SHAPED CLOCK TOWER WITH A
 MD1623'CLOCK ON ALL FOUR SIDES.  IT IS IN THE
 MD1623'CENTER OF A RED BRICK BUILDING ABOUT 120 FEET HIGH.  THE
 MD1623'POINT OBSERVED ON WAS THE SMALL BALL AT THE APEX OF
 MD1623'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
 MD1623'OF ALBION.  THE
 MD1623'STATION IS 40 FEET NORTHWEST OF THE INTERSECTION OF
 MD1623'STATE HIGHWAYS 8 AND 9.  IT IS A
 MD1623'SQUARE SHAPED CLOCK TOWER WITH A CLOCK
 MD1623'ON ALL FOUR SIDES, IN THE CENTER OF A RED BRICK
 MD1623'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
 MD1623'THAT SOON IT MAY BE ONLY A BELFRY-LIKE TOWER CENTRALLY LOCATED IN THE
 MD1623'COURTHOUSE AND RISING AN ESTIMATED
 MD1623'175 FEET ABOVE GROUND WITH SQUARE PYRAMIDAL ROOF WHICH
 MD1623'IS THE POINT REPORTEDLY ORIGINALLY OBSERVED.  IT IS
 MD1623'AN ESTIMATED 85 YARDS NW OF THE INTERSECTION
 MD1623'OF NOS. 8 AND 9 INDIANA HIGHWAYS IN THE HEART OF ALBION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1624 ***********************************************************************
 MD1624  DESIGNATION -  ALBION MUNICIPAL TANK
 MD1624  PID         -  MD1624
 MD1624  STATE/COUNTY-  IN/NOBLE
 MD1624  USGS QUAD   -  ALBION (1973)
 MD1624
 MD1624                         *CURRENT SURVEY CONTROL
 MD1624  ___________________________________________________________________
 MD1624* NAD 83(1997)-  41 23 32.65496(N)    085 25 22.67433(W)     ADJUSTED  
 MD1624* NAVD 88     -                                                        
 MD1624  ___________________________________________________________________
 MD1624  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 MD1624  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 MD1624
 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
 MD1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1624
 MD1624.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1624
 MD1624  NAD 83(1995)-  41 23 32.65679(N)    085 25 22.68110(W) AD(       ) 4
 MD1624  NAD 83(1986)-  41 23 32.65623(N)    085 25 22.68620(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1624.See file dsdata.txt to determine how the superseded data were derived.
 MD1624
 MD1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3184383519(NAD 83)
 MD1624
 MD1624  HISTORY     - Date     Condition        Report By
 MD1624  HISTORY     - 1946     MONUMENTED       CGS
 MD1624  HISTORY     - 1956     SEE DESCRIPTION  USGS
 MD1624  HISTORY     - 1963     SEE DESCRIPTION  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
 MD1624'STRUCTURE WITH A CONCIAL SHAPED WATER TANK ATOP APPROXIMATE 126 FEET
 MD1624'HIGH PAINTED SILVER.  THE POINT
 MD1624'OBSERVED ON WAS 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
 MD1624'9 FOR 0.2 MILE TO A GRAVEL T-ROAD INTERSECTION, TURN LEFT ON GRAVEL
 MD1624'ROAD AND GO FOR ONE MILE TO STATION ON
 MD1624'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 = OCTOBER  6, 2006
 ME2377 ***********************************************************************
 ME2377  DESIGNATION -  ALDINE
 ME2377  PID         -  ME2377
 ME2377  STATE/COUNTY-  IN/STARKE
 ME2377  USGS QUAD   -  DENHAM (1962)
 ME2377
 ME2377                         *CURRENT SURVEY CONTROL
 ME2377  ___________________________________________________________________
 ME2377* NAD 83(1997)-  41 13 07.57267(N)    086 41 54.77624(W)     ADJUSTED  
 ME2377* NAVD 88     -       217.     (meters)     712.     (feet)  SCALED    
 ME2377  ___________________________________________________________________
 ME2377  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 ME2377  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME2377
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2377
 ME2377.The geoid height was determined by GEOID03.
 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  =   0.99995075
 ME2377!UTM  16      -   0.99997128  x   0.99960786  =   0.99957915
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2377.See file dsdata.txt to determine how the superseded data were derived.
 ME2377
 ME2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2526863087(NAD 83)
 ME2377_MARKER: DS = TRIANGULATION STATION DISK
 ME2377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2377
 ME2377  HISTORY     - Date     Condition        Report By
 ME2377  HISTORY     - 1948     MONUMENTED       CGS
 ME2377  HISTORY     - 1969     GOOD             CGS
 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
 ME2377'WEST OF BASE LAKE ON
 ME2377'PROPERTY OWNED BY MAJOR MCFALL.  IT IS 52 FEET WEST OF THE CENTER OF
 ME2377'PAVED ROAD AND 25 FEET WEST OF A
 ME2377'POWERLINE POLE.  THE MARK IS UNDERGROUND 12 INCHES AND THE
 ME2377'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
 ME2377'CORNER OF HOUSE AND 24 FEET EAST OF THE CENTER OF PAVED ROAD.  THE
 ME2377'MARK PROJECTS 2 INCHES AND THE DISK
 ME2377'IS STAMPED ALDINE NO 1 1948.
 ME2377'
 ME2377'REFERENCE MARK NO. 2 IS 99.01 FEET SOUTHEAST OF THE STATION.  IT IS
 ME2377'25 FEET EAST OF THE CENTER OF
 ME2377'PAVED ROAD AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 ME2377'PROJECTS 10 INCHES AND THE DISK IS
 ME2377'STAMPED 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
 ME2377'WEST OF THE CENTER OF PAVED ROAD, 50 FEET SOUTH OF THE CENTER OF
 ME2377'STATE HIGHWAY NO. 10, 2 FEET
 ME2377'NORTH OF A FENCELINE AND 1 FOOT EAST OF A WHITE WITNESS POST.
 ME2377'THE MARK IS A 6 BY 6 INCH CONCRETE POST
 ME2377'WHICH PROJECTS 4 INCHES WITH A STANDARD USC AND GS
 ME2377'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
 ME2377'EAST ON STATE HIGHWAY NO. 10 FOR 4.15 MILE TO THE INTERSECTION OF A
 ME2377'PAVED ROAD AND THE AZIMUTH MARK IN
 ME2377'THE SOUTHWEST ANGLE, TURN LEFT ON PAVED ROAD AND GO
 ME2377'NORTH FOR 0.2 MILE TO THE STATION ON THE LEFT AS
 ME2377'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
 ME2377'A CORN FIELD AND WAS NOT SEARCHED FOR SINCE
 ME2377'MEASUREMENTS COULD NOT BE MADE.  THE
 ME2377'BENCH MARK USED AS THE AZIMUTH
 ME2377'MARK COULD NOT BE FOUND AND IS ASSUMED DESTROYED OR
 ME2377'COVERED BY
 ME2377'A DRIVEWAY IN THE AREA.
 ME2377'
 ME2377'REFERENCE MARK 1 IS 65 FEET SOUTH OF A FENCE CORNER, 10 FEET
 ME2377'SOUTH OF A GATE,
 ME2377'24 FEET EAST OF THE CENTERLINE OF ROAD, 83 FEET
 ME2377'NORTH OF A 48 INCH OAK TREE AND IN
 ME2377'A NORTH-SOUTH FENCE LINE.  THE
 ME2377'MARK IS FLUSH AND THE DISK IS STAMPED ALDINE NO 2
 ME2377'1948.
 ME2377'
 ME2377'REFERENCE MARK 2 IS 1 FOOT EAST OF THE FENCE, 80 FEET SOUTHEAST
 ME2377'OF A POWER POLE,
 ME2377'59 FEET SOUTH OF THE OAK TREE, 25 FEET EAST
 ME2377'OF THE CENTERLINE OF THE ROAD AND 1
 ME2377'FOOT NORTHEAST OF A METAL
 ME2377'WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE
 ME2377'DISK IS STAMPED
 ME2377'ALDINE NO 2 1948.
 ME2377'
 ME2377'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES EAST OF
 ME2377'NORTH JUDSON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2440 ***********************************************************************
 LA2440  DESIGNATION -  ALEPORT
 LA2440  PID         -  LA2440
 LA2440  STATE/COUNTY-  IN/MADISON
 LA2440  USGS QUAD   -  ANDERSON NORTH (1994)
 LA2440
 LA2440                         *CURRENT SURVEY CONTROL
 LA2440  ___________________________________________________________________
 LA2440* NAD 83(1997)-  40 13 57.61130(N)    085 38 23.75440(W)     ADJUSTED  
 LA2440* NAVD 88     -       273.5    (meters)     897.     (feet)  GPS OBS   
 LA2440  ___________________________________________________________________
 LA2440  X           -     370,712.168 (meters)                     COMP
 LA2440  Y           -  -4,862,132.001 (meters)                     COMP
 LA2440  Z           -   4,097,897.212 (meters)                     COMP
 LA2440  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 LA2440  ELLIP HEIGHT-         239.53  (meters)          (03/12/99) GPS OBS
 LA2440  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 LA2440
 LA2440  HORZ ORDER  -  B
 LA2440  ELLP ORDER  -  FIRST     CLASS II
 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 March 1999..
 LA2440
 LA2440.The orthometric height was determined by GPS observations and a
 LA2440.high-resolution geoid model.
 LA2440
 LA2440.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA2440
 LA2440.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2440
 LA2440.The ellipsoidal height was determined by GPS observations
 LA2440.and is referenced to NAD 83.
 LA2440
 LA2440.The geoid height was determined by GEOID03.
 LA2440
 LA2440;                    North         East     Units Scale Factor Converg.
 LA2440;SPC IN E     -   553,352.045   102,275.152   MT  0.99996673   +0 01 02.2
 LA2440;SPC IN E     - 1,815,455.83    335,547.73   sFT  0.99996673   +0 01 02.2
 LA2440;UTM  16      - 4,454,468.872   615,701.847   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  =   0.99972722
 LA2440
 LA2440:                Primary Azimuth Mark                     Grid Az
 LA2440:SPC IN E     -  ALEPORT AZ MK                            094 56 06.9
 LA2440:UTM  16      -  ALEPORT AZ MK                            094 04 26.3
 LA2440
 LA2440|---------------------------------------------------------------------|
 LA2440| PID    Reference Object                     Distance      Geod. Az  |
 LA2440|                                                           dddmmss.s |
 LA2440| LA2441 ALEPORT AZ MK                       APPROX. 0.6 KM 0945709.1 |
 LA2440|---------------------------------------------------------------------|
 LA2440
 LA2440                          SUPERSEDED SURVEY CONTROL
 LA2440
 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)          895.     (f) GPS OBS        
 LA2440
 LA2440.Superseded values are not recommended for survey control.
 LA2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2440.See file dsdata.txt to determine how the superseded data were derived.
 LA2440
 LA2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1570254469(NAD 83)
 LA2440_MARKER: DH = HORIZONTAL CONTROL DISK
 LA2440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2440_SP_SET: CONCRETE POST
 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 26, 2004
 LA2440
 LA2440  HISTORY     - Date     Condition        Report By
 LA2440  HISTORY     - 1988     MONUMENTED       NGS
 LA2440  HISTORY     - 19980722 GOOD             WOOLPT
 LA2440  HISTORY     - 20040826 GOOD             INDIV
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2441 ***********************************************************************
 LA2441  DESIGNATION -  ALEPORT AZ MK
 LA2441  PID         -  LA2441
 LA2441  STATE/COUNTY-  IN/MADISON
 LA2441  USGS QUAD   -  ANDERSON NORTH (1994)
 LA2441
 LA2441                         *CURRENT SURVEY CONTROL
 LA2441  ___________________________________________________________________
 LA2441* NAD 83(1997)-  40 13 55.90668(N)    085 37 58.09989(W)     ADJUSTED  
 LA2441* NAVD 88     -       269.8    (meters)     885.     (feet)  VERTCON   
 LA2441  ___________________________________________________________________
 LA2441  X           -     371,319.314 (meters)                     COMP
 LA2441  Y           -  -4,862,117.457 (meters)                     COMP
 LA2441  Z           -   4,097,855.153 (meters)                     COMP
 LA2441  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 LA2441  ELLIP HEIGHT-         236.56  (meters)          (05/25/99) GPS OBS
 LA2441  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 LA2441
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA2441
 LA2441.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2441
 LA2441.The ellipsoidal height was determined by GPS observations
 LA2441.and is referenced to NAD 83.
 LA2441
 LA2441.The geoid height was determined by GEOID03.
 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 07.0
 LA2441:UTM  16      -  ALEPORT                                  274 04 26.4
 LA2441
 LA2441|---------------------------------------------------------------------|
 LA2441| PID    Reference Object                     Distance      Geod. Az  |
 LA2441|                                                           dddmmss.s |
 LA2441| LA2440 ALEPORT                             APPROX. 0.6 KM 2745725.7 |
 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)          885.     (f) GPS OBS        
 LA2441
 LA2441.Superseded values are not recommended for survey control.
 LA2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2441.See file dsdata.txt to determine how the superseded data were derived.
 LA2441
 LA2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1630954426(NAD 83)
 LA2441_MARKER: DZ = AZIMUTH MARK DISK
 LA2441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2441_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 LA2018 ***********************************************************************
 LA2018  DESIGNATION -  ALEX
 LA2018  PID         -  LA2018
 LA2018  STATE/COUNTY-  IN/WELLS
 LA2018  USGS QUAD   -  BLUFFTON (1988)
 LA2018
 LA2018                         *CURRENT SURVEY CONTROL
 LA2018  ___________________________________________________________________
 LA2018* NAD 83(1997)-  40 42 28.82887(N)    085 10 03.07395(W)     ADJUSTED  
 LA2018* NAVD 88     -       254.     (meters)     833.     (feet)  SCALED    
 LA2018  ___________________________________________________________________
 LA2018  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 LA2018  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 LA2018
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2018
 LA2018.The geoid height was determined by GEOID03.
 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     -   0.99996548  x   0.99998856  =   0.99995404
 LA2018!UTM  16      -   0.99996548  x   0.99989494  =   0.99986042
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2018.See file dsdata.txt to determine how the superseded data were derived.
 LA2018
 LA2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5479607959(NAD 83)
 LA2018_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2018_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA2114 ***********************************************************************
 LA2114  DESIGNATION -  ALEXANDRIA ALLADIN INDUST TANK
 LA2114  PID         -  LA2114
 LA2114  STATE/COUNTY-  IN/MADISON
 LA2114  USGS QUAD   -  ALEXANDRIA (1994)
 LA2114
 LA2114                         *CURRENT SURVEY CONTROL
 LA2114  ___________________________________________________________________
 LA2114* NAD 83(1997)-  40 15 42.65932(N)    085 41 07.91650(W)     ADJUSTED  
 LA2114* NAVD 88     -                                                        
 LA2114  ___________________________________________________________________
 LA2114  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 LA2114  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 LA2114
 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
 LA2114.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2114
 LA2114.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2114
 LA2114  NAD 83(1995)-  40 15 42.66181(N)    085 41 07.92912(W) AD(       ) 4
 LA2114  NAD 83(1986)-  40 15 42.66189(N)    085 41 07.93028(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2114.See file dsdata.txt to determine how the superseded data were derived.
 LA2114
 LA2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1177457649(NAD 83)
 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 = OCTOBER  6, 2006
 LA2113 ***********************************************************************
 LA2113  DESIGNATION -  ALEXANDRIA MUNICIPAL STANDPIPE
 LA2113  PID         -  LA2113
 LA2113  STATE/COUNTY-  IN/MADISON
 LA2113  USGS QUAD   -  ALEXANDRIA (1994)
 LA2113
 LA2113                         *CURRENT SURVEY CONTROL
 LA2113  ___________________________________________________________________
 LA2113* NAD 83(1997)-  40 15 24.93013(N)    085 40 30.37157(W)     ADJUSTED  
 LA2113* NAVD 88     -                                                        
 LA2113  ___________________________________________________________________
 LA2113  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 LA2113  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 LA2113
 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
 LA2113.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2113
 LA2113.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2113
 LA2113  NAD 83(1995)-  40 15 24.93249(N)    085 40 30.38416(W) AD(       ) 4
 LA2113  NAD 83(1986)-  40 15 24.93269(N)    085 40 30.38537(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2113.See file dsdata.txt to determine how the superseded data were derived.
 LA2113
 LA2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1266957116(NAD 83)
 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 = OCTOBER  6, 2006
 LA2117 ***********************************************************************
 LA2117  DESIGNATION -  ALEXANDRIA MUNICIPAL TANK
 LA2117  PID         -  LA2117
 LA2117  STATE/COUNTY-  IN/MADISON
 LA2117  USGS QUAD   -  ALEXANDRIA (1994)
 LA2117
 LA2117                         *CURRENT SURVEY CONTROL
 LA2117  ___________________________________________________________________
 LA2117* NAD 83(1997)-  40 16 23.00703(N)    085 40 58.26419(W)     ADJUSTED  
 LA2117* NAVD 88     -                                                        
 LA2117  ___________________________________________________________________
 LA2117  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 LA2117  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 LA2117
 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
 LA2117.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2117
 LA2117.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2117
 LA2117  NAD 83(1995)-  40 16 23.00982(N)    085 40 58.27674(W) AD(       ) 4
 LA2117  NAD 83(1986)-  40 16 23.00970(N)    085 40 58.27790(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2117.See file dsdata.txt to determine how the superseded data were derived.
 LA2117
 LA2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1198458897(NAD 83)
 LA2117
 LA2117  HISTORY     - Date     Condition        Report By
 LA2117  HISTORY     - 1970     MONUMENTED       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 = OCTOBER  6, 2006
 LA2142 ***********************************************************************
 LA2142  DESIGNATION -  ALEXANDRIA PAPER CO TANK
 LA2142  PID         -  LA2142
 LA2142  STATE/COUNTY-  IN/MADISON
 LA2142  USGS QUAD   -  ANDERSON NORTH (1994)
 LA2142
 LA2142                         *CURRENT SURVEY CONTROL
 LA2142  ___________________________________________________________________
 LA2142* NAD 83(1997)-  40 14 48.56980(N)    085 40 07.94683(W)     ADJUSTED  
 LA2142* NAVD 88     -                                                        
 LA2142  ___________________________________________________________________
 LA2142  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 LA2142  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 LA2142
 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
 LA2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2142
 LA2142.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2142
 LA2142  NAD 83(1995)-  40 14 48.57217(N)    085 40 07.95943(W) AD(       ) 4
 LA2142  NAD 83(1986)-  40 14 48.57224(N)    085 40 07.96063(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2142.See file dsdata.txt to determine how the superseded data were derived.
 LA2142
 LA2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1321656003(NAD 83)
 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 = OCTOBER  6, 2006
 JZ3358 ***********************************************************************
 JZ3358  DESIGNATION -  ALLEN
 JZ3358  PID         -  JZ3358
 JZ3358  STATE/COUNTY-  IN/JENNINGS
 JZ3358  USGS QUAD   -  NORTH VERNON (1993)
 JZ3358
 JZ3358                         *CURRENT SURVEY CONTROL
 JZ3358  ___________________________________________________________________
 JZ3358* NAD 83(1997)-  39 00 48.22901(N)    085 37 56.98646(W)     ADJUSTED  
 JZ3358* NAVD 88     -       227.59   (+/-2cm)     746.7    (feet)  VERTCON   
 JZ3358  ___________________________________________________________________
 JZ3358  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 JZ3358  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ3358
 JZ3358  HORZ ORDER  -  SECOND
 JZ3358  VERT ORDER  -  THIRD ? (See Below)
 JZ3358
 JZ3358.The horizontal coordinates were established by classical geodetic methods
 JZ3358.and adjusted by the National Geodetic Survey in May 1999..
 JZ3358
 JZ3358.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3358.The vertical order pertains to the NGVD 29 superseded value.
 JZ3358
 JZ3358.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3358
 JZ3358.The geoid height was determined by GEOID03.
 JZ3358
 JZ3358;                    North         East     Units Scale Factor Converg.
 JZ3358;SPC IN E     -   417,984.068   102,959.404   MT  0.99996677   +0 01 17.4
 JZ3358;SPC IN E     - 1,371,336.06    337,792.64   sFT  0.99996677   +0 01 17.4
 JZ3358;UTM  16      - 4,319,152.768   618,394.574   MT  0.99977260   +0 51 39.4
 JZ3358
 JZ3358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3358!SPC IN E     -   0.99996963  x   0.99996677  =   0.99993640
 JZ3358!UTM  16      -   0.99996963  x   0.99977260  =   0.99974223
 JZ3358
 JZ3358|---------------------------------------------------------------------|
 JZ3358| PID    Reference Object                     Distance      Geod. Az  |
 JZ3358|                                                           dddmmss.s |
 JZ3358| CC7712 ALLEN RM                             14.583 METERS 04658     |
 JZ3358| JZ3364 BARTHOLOMEW                         APPROX. 3.0 KM 3174706.7 |
 JZ3358|---------------------------------------------------------------------|
 JZ3358
 JZ3358                          SUPERSEDED SURVEY CONTROL
 JZ3358
 JZ3358  NAD 83(1995)-  39 00 48.22237(N)    085 37 57.13297(W) AD(       ) 2
 JZ3358  NAD 83(1993)-  39 00 48.22310(N)    085 37 57.13217(W) AD(       ) 2
 JZ3358  NAD 83(1986)-  39 00 48.22294(N)    085 37 57.13896(W) AD(       ) 2
 JZ3358  NAD 27      -  39 00 48.03300(N)    085 37 57.08200(W) AD(       ) 2
 JZ3358  NGVD 29 (07/19/86)  227.71   (m)          747.1    (f) LEVELING    3  
 JZ3358
 JZ3358.Superseded values are not recommended for survey control.
 JZ3358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3358.See file dsdata.txt to determine how the superseded data were derived.
 JZ3358
 JZ3358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1839519153(NAD 83)
 JZ3358_MARKER: DS = TRIANGULATION STATION DISK
 JZ3358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3358
 JZ3358  HISTORY     - Date     Condition        Report By
 JZ3358  HISTORY     - 1920     MONUMENTED       CGS
 JZ3358  HISTORY     - 1957     POOR             CGS
 JZ3358
 JZ3358                          STATION DESCRIPTION
 JZ3358
 JZ3358'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 JZ3358'ABOUT ONE-HALF MILE N OF NORTH VERNON RAILWAY STATION, ON THE
 JZ3358'RIGHT-OF-WAY OF THE PENNSYLVANIA RAILROAD, AND BETWEEN THE
 JZ3358'RAILROAD AND THE HIGHWAY, ABOUT 30 YARDS S OF THE MAIN ENTRANCE TO
 JZ3358'ST. MARYS CEMETERY, AND ABOUT 120 YARDS S OF A HIGHWAY CROSSING,
 JZ3358'6.39 METERS 20.96 FEET W OF THE W AND NEAREST RAIL OF THE MAIN TRACK
 JZ3358'ON THE LEFT GOING TOWARD INDIANAPOLIS. THE STATION,
 JZ3358'UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE.
 JZ3358'THE REFERENCE MARK IS
 JZ3358'PLACED ALONGSIDE THE IRON PICKET FENCE SURROUNDING THE CEMETERY,
 JZ3358'14.583 METERS 47.84 FEET FROM THE STATION N 46 DEG 58 MIN E.
 JZ3358
 JZ3358                          STATION RECOVERY (1957)
 JZ3358
 JZ3358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 JZ3358'SURFACE MONUMENT HAS BEEN PUSHED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1915 ***********************************************************************
 JA1915  DESIGNATION -  ALLEN
 JA1915  PID         -  JA1915
 JA1915  STATE/COUNTY-  IN/ORANGE
 JA1915  USGS QUAD   -  HURON (1993)
 JA1915
 JA1915                         *CURRENT SURVEY CONTROL
 JA1915  ___________________________________________________________________
 JA1915* NAD 83(1997)-  38 39 10.74197(N)    086 40 25.01287(W)     ADJUSTED  
 JA1915* NAVD 88     -       259.77   (+/-2cm)     852.3    (feet)  VERTCON   
 JA1915  ___________________________________________________________________
 JA1915  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 JA1915  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JA1915
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1915
 JA1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1915
 JA1915.The geoid height was determined by GEOID03.
 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  =   0.99957435
 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 (07/19/86)  259.89   (m)          852.7    (f) LEVELING    3  
 JA1915
 JA1915.Superseded values are not recommended for survey control.
 JA1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1915.See file dsdata.txt to determine how the superseded data were derived.
 JA1915
 JA1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2840078320(NAD 83)
 JA1915_MARKER: DS = TRIANGULATION STATION DISK
 JA1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1915'MILES EAST OF SHOALS.  IT IS 36 FEET EAST OF THE
 JA1915'CENTERLINE OF A GRAVELED ROAD
 JA1915'AND 20 FEET EAST OF A FENCE AND TWO ROW
 JA1915'OF TREES.  THE SURFACE-STATION MARK IS 12 INCHES
 JA1915'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
 JA1915'100 FEET EAST OF A FENCE
 JA1915'CORNER AND 1.5 FEET SOUTH OF A FENCE LINE.  THE MARK
 JA1915'PROJECTS 8 INCHES AND THE DISK IS
 JA1915'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
 JA1915'GRAVEL ROAD, 2.5 FEET NORTH OF A WITNESS POST AND 1
 JA1915'FOOT EAST OF A FENCELINE.  THE
 JA1915'MARK PROJECTS 6 INCHES AND THE DISK IS
 JA1915'STAMPED ALLEN NO 2 1946.
 JA1915'
 JA1915'THE AZIMUTH MARK IS ABOUT 0.25 MILE WEST OF THE STATION, 23 FEET
 JA1915'SOUTH OF THE CENTERLINE OF
 JA1915'A GRAVELED ROAD, 7 FEET NORTH OF A 10-INCH WALNUT TREE
 JA1915'AND 2.5 FEET EAST OF A WITNESS
 JA1915'POST.  THE MARK PROJECTS 5 INCHES AND
 JA1915'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
 JA1915'OF SHOALS, GO EAST AND SOUTHEAST ON STATE HIGHWAY 150
 JA1915'FOR 4.0 MILES TO A SIDE ROAD LEFT
 JA1915'IN A DEEP CUT, THENCE LEFT FOR 0.8
 JA1915'MILE TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR
 JA1915'1.1 MILES TO A
 JA1915'LARGE BRICK HOUSE, CONTINUE STRAIGHT AHEAD FOR 1.2 MILES TO ANOTHER
 JA1915'CROSSROAD AND A
 JA1915'SMALL STORE, AGAIN KEEP STRAIGHT AHEAD AND GO 2.15
 JA1915'MILES TO THE AZIMUTH MARK ON THE
 JA1915'RIGHT.  CONTINUE ON FOR 0.25 MILE TO
 JA1915'A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.1 MILE TO A
 JA1915'GAP IN THE FENCE
 JA1915'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 = OCTOBER  6, 2006
 MD1566 ***********************************************************************
 MD1566  DESIGNATION -  ALLEN CO INFIRMARY TALLER STK
 MD1566  PID         -  MD1566
 MD1566  STATE/COUNTY-  IN/ALLEN
 MD1566  USGS QUAD   -  HUNTERTOWN (1981)
 MD1566
 MD1566                         *CURRENT SURVEY CONTROL
 MD1566  ___________________________________________________________________
 MD1566* NAD 83(1997)-  41 11 42.32689(N)    085 10 23.77490(W)     ADJUSTED  
 MD1566* NAVD 88     -                                                        
 MD1566  ___________________________________________________________________
 MD1566  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 MD1566  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 MD1566
 MD1566  HORZ ORDER  -  THIRD
 MD1566
 MD1566.The horizontal coordinates were established by classical geodetic methods
 MD1566.and adjusted by the National Geodetic Survey in May 1999..
 MD1566
 MD1566
 MD1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1566
 MD1566.The geoid height was determined by GEOID03.
 MD1566
 MD1566;                    North         East     Units Scale Factor Converg.
 MD1566;SPC IN E     -   660,340.809   141,387.998   MT  0.99998774   +0 19 29.9
 MD1566;SPC IN E     - 2,166,468.14    463,870.46   sFT  0.99998774   +0 19 29.9
 MD1566;UTM  16      - 4,562,022.936   653,180.324   MT  0.99988878   +1 12 12.1
 MD1566
 MD1566                          SUPERSEDED SURVEY CONTROL
 MD1566
 MD1566  NAD 83(1995)-  41 11 42.32821(N)    085 10 23.77909(W) AD(       ) 4
 MD1566  NAD 83(1986)-  41 11 42.32794(N)    085 10 23.78826(W) AD(       ) 4
 MD1566  NAD 27      -  41 11 42.15500(N)    085 10 23.88500(W) AD(       ) 3
 MD1566
 MD1566.Superseded values are not recommended for survey control.
 MD1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1566.See file dsdata.txt to determine how the superseded data were derived.
 MD1566
 MD1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5318062023(NAD 83)
 MD1566
 MD1566  HISTORY     - Date     Condition        Report By
 MD1566  HISTORY     - 1946     MONUMENTED       CGS
 MD1566  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MD1566  HISTORY     - 20030705 MARK NOT FOUND   GEOCAC
 MD1566
 MD1566                          STATION DESCRIPTION
 MD1566
 MD1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1566'STATION IS LOCATED ABOUT 7 MILES NORTH OF FORT WAYNE ON THE WEST SIDE
 MD1566'OF STATE HIGHWAY 3.
 MD1566'IT IS A RED HOLLOW TILE BRICK STACK ABOUT 200 FEET HIGH LOCATED ON
 MD1566'THE WEST SIDE OF THE ALLEN COUNTY
 MD1566'INFIRMARY POWERHOUSE.  THE POINT OBSERVED ON WAS THE CENTER
 MD1566'OF THE STACK.
 MD1566'
 MD1566'THIS IS AN INTERSECTION STATION.
 MD1566
 MD1566                          STATION RECOVERY (1963)
 MD1566
 MD1566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1566'RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY DESCRIBED.  THE
 MD1566'SHORTER OF THE TWO STACKS HAS
 MD1566'BEEN REMOVED AND THE SUBJECT STACK IS THE ONLY ONE IN THE VICINITY
 MD1566'NOW.  A LARGE WATER TANK HAS BEEN
 MD1566'BUILT AN ESTIMATED TENTH OF A MILE SSE OF THE STACK.  THE STACK
 MD1566'IS ABOUT 8 MILES N AND ABOUT 2 MILES W OF
 MD1566'THE HEART OF FORT WAYNE, AND ABOUT 0.35 MILE NW
 MD1566'OF THE INTERSECTION OF NO. 3 INDIANA HWY. AND CARROLL ROAD.
 MD1566'
 MD1566'NOTE- THE SUPERINTENDENT AND OTHER EMPLOYEES STATED THAT THE SHORTER
 MD1566'STACK WAS THE ONE REMOVED.  THAT IS
 MD1566'THE SUPERINTENDENT OF THE POWERHOUSE OF INFIRMARY.
 MD1566
 MD1566                          STATION RECOVERY (2003)
 MD1566
 MD1566'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 MD1566'THIS IS NOW BYRON HEALTH CENTER.  THE POWERHOUSE REMAINS BUT THE STACK
 MD1566'IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0725 ***********************************************************************
 MD0725  DESIGNATION -  ALLEN F 1
 MD0725  PID         -  MD0725
 MD0725  STATE/COUNTY-  IN/ALLEN
 MD0725  USGS QUAD   -  FORT WAYNE WEST (1981)
 MD0725
 MD0725                         *CURRENT SURVEY CONTROL
 MD0725  ___________________________________________________________________
 MD0725* NAD 83(1986)-  41 02 28.     (N)    085 10 03.     (W)     SCALED    
 MD0725* NAVD 88     -       232.443  (meters)     762.61   (feet)  ADJUSTED  
 MD0725  ___________________________________________________________________
 MD0725  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MD0725  DYNAMIC HT  -         232.350 (meters)     762.30  (feet)  COMP
 MD0725  MODELED GRAV-     980,214.5   (mgal)                       NAVD 88
 MD0725
 MD0725  VERT ORDER  -  SECOND    CLASS 0
 MD0725
 MD0725.The horizontal coordinates were scaled from a topographic map and have
 MD0725.an estimated accuracy of +/- 6 seconds.
 MD0725
 MD0725.The orthometric height was determined by differential leveling
 MD0725.and adjusted by the National Geodetic Survey in June 1991..
 MD0725
 MD0725.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0725.See file dsdata.txt to determine how the superseded data were derived.
 MD0725
 MD0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL540449(NAD 83)
 MD0725_MARKER: DD = SURVEY DISK
 MD0725_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0725_SP_SET: BRIDGE
 MD0725_STAMPING: F 1 ALLEN
 MD0725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0725
 MD0725  HISTORY     - Date     Condition        Report By
 MD0725  HISTORY     - 1968     MONUMENTED       INHD
 MD0725  HISTORY     - UNK      GOOD             INHD
 MD0725
 MD0725                          STATION DESCRIPTION
 MD0725
 MD0725'DESCRIBED BY INDIANA HIGHWAY DEPARTMENT UNK
 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 = OCTOBER  6, 2006
 LA0780 ***********************************************************************
 LA0780  DESIGNATION -  ALLEN F 2
 LA0780  PID         -  LA0780
 LA0780  STATE/COUNTY-  IN/ALLEN
 LA0780  USGS QUAD   -  OSSIAN (1981)
 LA0780
 LA0780                         *CURRENT SURVEY CONTROL
 LA0780  ___________________________________________________________________
 LA0780* NAD 83(1986)-  40 59 31.     (N)    085 10 07.     (W)     SCALED    
 LA0780* NAVD 88     -       237.773  (meters)     780.09   (feet)  ADJUSTED  
 LA0780  ___________________________________________________________________
 LA0780  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 LA0780  DYNAMIC HT  -         237.673 (meters)     779.77  (feet)  COMP
 LA0780  MODELED GRAV-     980,199.5   (mgal)                       NAVD 88
 LA0780
 LA0780  VERT ORDER  -  SECOND    CLASS 0
 LA0780
 LA0780.The horizontal coordinates were scaled from a topographic map and have
 LA0780.an estimated accuracy of +/- 6 seconds.
 LA0780
 LA0780.The orthometric height was determined by differential leveling
 LA0780.and adjusted by the National Geodetic Survey in June 1991..
 LA0780
 LA0780.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0780.See file dsdata.txt to determine how the superseded data were derived.
 LA0780
 LA0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL540394(NAD 83)
 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             NGS
 LA0780
 LA0780                          STATION DESCRIPTION
 LA0780
 LA0780'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1637 ***********************************************************************
 MD1637  DESIGNATION -  ALLRED
 MD1637  PID         -  MD1637
 MD1637  STATE/COUNTY-  IN/WHITLEY
 MD1637  USGS QUAD   -  SOUTH WHITLEY EAST (1962)
 MD1637
 MD1637                         *CURRENT SURVEY CONTROL
 MD1637  ___________________________________________________________________
 MD1637* NAD 83(1997)-  41 00 12.96758(N)    085 32 36.74427(W)     ADJUSTED  
 MD1637* NAVD 88     -       263.     (meters)     863.     (feet)  SCALED    
 MD1637  ___________________________________________________________________
 MD1637  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 MD1637  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 MD1637
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1637
 MD1637.The geoid height was determined by GEOID03.
 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     -   0.99996404  x   0.99996799  =   0.99993203
 MD1637!UTM  16      -   0.99996404  x   0.99978465  =   0.99974869
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1637.See file dsdata.txt to determine how the superseded data were derived.
 MD1637
 MD1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2248640178(NAD 83)
 MD1637_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1637
 MD1637  HISTORY     - Date     Condition        Report By
 MD1637  HISTORY     - 1947     MONUMENTED       CGS
 MD1637  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MD1637  HISTORY     - 1966     SEE DESCRIPTION  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
 MD1637'HIGHWAY 114 AND IN AN APPLE ORCHARD OWNED BY WILLARD ALLRED.  IT IS
 MD1637'192 FEET EAST OF THE SOUTHEAST CORNER
 MD1637'OF MR. ALLREDS HOUSE, 62 FEET NORTH OF THE CENTER OF HIGHWAY 114,
 MD1637'52 FEET NORTHWEST OF A POWER POLE AND 42
 MD1637'FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCELINE OF
 MD1637'THE HIGHWAY AND A WHITE WITNESS POST.  THE MARK IS ABOUT 14
 MD1637'INCHES BELOW THE SURFACE OF THE GROUND
 MD1637'AND THE DISK IS STAMPED 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
 MD1637'THE CENTER OF HIGHWAY 114.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 MD1637'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.
 MD1637'IT IS 18 FEET SOUTH OF THE CENTER OF THE HIGHWAY.  THE MARK PROJECTS
 MD1637'ABOUT 4 INCHES AND THE DISK IS
 MD1637'STAMPED 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
 MD1637'LEADING TO A WHITE FARM HOUSE.  IT IS 21 FEET SOUTH OF THE CENTER OF
 MD1637'THE HIGHWAY, 2 FEET SOUTHEAST OF
 MD1637'A WHITE WITNESS POST AND ABOUT 1 FOOT EAST OF THE WEST
 MD1637'GATE POST.  THE MARK PROJECTS ABOUT 4 INCHES
 MD1637'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
 MD1637'SOUTH WHITLEY, GO EAST ON HIGHWAY 114 FOR 1.1 MILES TO A DRIVEWAY
 MD1637'RIGHT AND THE AZIMUTH MARK AS
 MD1637'DESCRIBED, CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO MR. ALLREDS
 MD1637'HOUSE ON THE LEFT AND STATION AS
 MD1637'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
 MD1637'MEASURED BY THE PRESENT WRITER 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
 MD1637'20-FOOT ASPHALT PAVEMENT.
 MD1637'
 MD1637'R.M. NO. 1 PROJECTS 0.1 FOOT AND IS 59 FEET W OF FENCE
 MD1637'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
 MD1637'WALL OF THE ALLRED BRICK HOUSE, 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
 MD1637'(WITNESS POST AND GATE POST OF
 MD1637'ORIGINAL DESCRIPTION ARE GONE), AND 12 FEET W OF CENTER LINE OF THE
 MD1637'DRIVEWAY TO THE CARL F. HACK FRAME
 MD1637'HOUSE.  IT IS 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
 MD1637'CONSTRUCTION ALONG STATE ROUTE 114, BOTH REFERENCE MARKS AND THE
 MD1637'AZIMUTH MARK WOULD BE DESTROYED.
 MD1637'A LARGE TREE DIRECTLY ON LINE BETWEEN THE STATION AND THE AZIMUTH
 MD1637'MARK MADE IT IMPOSSIBLE TO SET A NEW
 MD1637'AZIMUTH MARK.  AN EFFORT WAS MADE TO SET TANGENT
 MD1637'POINTS AT THE AZIMUTH MARK, BUT DUE TO NUMBEROUS
 MD1637'OBSTRUCTIONS, NO TWO EQUI-DISTANCE
 MD1637'POINTS COULD BE FOUND TO PERMIT THIS TO BE DONE.  THEREFORE, THE
 MD1637'AZIMUTH MARK WAS COMPLETELY
 MD1637'DESTROYED AND THE DISK REMOVED.  TWO NEW REFERENCE MARKS, NO. 3 AND
 MD1637'NO. 4, WERE ESTABLISHED AND WERE
 MD1637'CUT IN OFF OF THE 1947 REFERENCE MARK NO. 2.  AFTER THE NEW
 MD1637'MARKS WERE OBSERVED UPON AND CHECKED, THE
 MD1637'TWO ORIGINAL REFERENCE MARKS WERE DESTROYED
 MD1637'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
 MD1637'STATE ROUTES 5 AND 114.  IT IS IN A CULTIVATED FIELD ALONG THE NORTH
 MD1637'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,
 MD1637'GO EAST ON STATE ROUTE 114 FOR 1.6 MILES TO THE ALLRED ESTATE FARM ON
 MD1637'THE LEFT AND THE STATION JUST
 MD1637'EAST OF THE BRICK FARM HOME AS DESCRIBED.
 MD1637'
 MD1637'THE STATION MARK IS 192 FEET EAST OF THE SOUTHEAST CORNER OF THE
 MD1637'BRICK FARM HOUSE, 155 FEET EAST
 MD1637'OF A LARGE, FORKED TRUNKED, WILLOW TREE, 146 FEET WEST OF A WOVEN
 MD1637'WIRE FENCE, 62 FEET NORTH OF THE
 MD1637'APPROXIMATE CENTER OF STATE ROUTE 114, AND 43 FEET SOUTHEAST
 MD1637'OF AN 18-INCH APPLE TREE.  IT IS A STANDARD
 MD1637'DISK SET IN THE TOP OF A 12-INCH,
 MD1637'SQUARE, CONCRETE MONUMENT ABOUT 12 INCHES BELOW THE SURFACE OF
 MD1637'THE GROUND AND THE DISK IS STAMPED
 MD1637'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
 MD1637'APPROXIMATE CENTER OF STATE ROUTE 114, 1.8 FEET WEST OF A WOVEN WIRE
 MD1637'FENCE, AND 1.7 FEET NORTH OF A
 MD1637'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP
 MD1637'OF A 12-INCH, SQUARE, CONCRETE
 MD1637'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
 MD1637'AN 18-INCH APPLE TREE, 62 FEET NORTH OF THE APPROXIMATE CENTER OF
 MD1637'STATE ROUTE 114, 58.5 FEET EAST OF
 MD1637'THE SOUTHEAST CORNER OF THE BRICK FARM HOUSE, 21
 MD1637'FEET EAST OF A LARGE, FORKED TRUNKED, WILLOW TREE, 6
 MD1637'FEET SOUTH OF A SMALL MAPLE TREE,
 MD1637'AND 6 FEET NORTH OF A SMALL MAPLE TREE.  IT IS A STANDARD DISK SET IN
 MD1637'THE TOP OF A 12-INCH, ROUND,
 MD1637'CONCRETE MONUMENT, FLUSH WITH THE SURFACE OF THE LAWN AND THE DISK IS
 MD1637'STAMPED ALLRED NO 4 1947 1966.
 MD1637'NOTE 11B.
 MD1637'
 MD1637'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 MD1637'REFERENCE MARK NO. 4 IS
 MD1637'277.73 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 = OCTOBER  6, 2006
 JZ2060 ***********************************************************************
 JZ2060  CBN         -  This is a Cooperative Base Network Control Station.
 JZ2060  DESIGNATION -  ALSACE
 JZ2060  PID         -  JZ2060
 JZ2060  STATE/COUNTY-  IN/DEARBORN
 JZ2060  USGS QUAD   -  SPADES (1993)
 JZ2060
 JZ2060                         *CURRENT SURVEY CONTROL
 JZ2060  ___________________________________________________________________
 JZ2060* NAD 83(1997)-  39 15 30.32781(N)    085 00 21.52167(W)     ADJUSTED  
 JZ2060* NAVD 88     -       313.268  (meters)    1027.78   (feet)  ADJUSTED  
 JZ2060  ___________________________________________________________________
 JZ2060  X           -     430,509.307 (meters)                     COMP
 JZ2060  Y           -  -4,926,664.413 (meters)                     COMP
 JZ2060  Z           -   4,014,749.109 (meters)                     COMP
 JZ2060  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 JZ2060  ELLIP HEIGHT-         279.32  (meters)          (04/10/98) GPS OBS
 JZ2060  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JZ2060  DYNAMIC HT  -         313.072 (meters)    1027.14  (feet)  COMP
 JZ2060  MODELED GRAV-     979,993.8   (mgal)                       NAVD 88
 JZ2060
 JZ2060  HORZ ORDER  -  B
 JZ2060  VERT ORDER  -  SECOND    CLASS 0
 JZ2060  ELLP ORDER  -  FOURTH    CLASS I
 JZ2060
 JZ2060.The horizontal coordinates were established by GPS observations
 JZ2060.and adjusted by the National Geodetic Survey in April 1998..
 JZ2060
 JZ2060.The orthometric height was determined by differential leveling
 JZ2060.and adjusted by the National Geodetic Survey in June 1991..
 JZ2060
 JZ2060.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2060
 JZ2060.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2060
 JZ2060.The ellipsoidal height was determined by GPS observations
 JZ2060.and is referenced to NAD 83.
 JZ2060
 JZ2060.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JZ2060;SPC IN E     -   445,393.138   157,022.641   MT  1.00000669   +0 25 05.2
 JZ2060;SPC IN E     - 1,461,260.65    515,165.11   sFT  1.00000669   +0 25 05.2
 JZ2060;SPC OH S     -   142,702.493   383,749.101   MT  0.99993831   -1 35 24.3
 JZ2060;UTM  16      - 4,347,349.774   672,042.981   MT  0.99996445   +1 15 43.8
 JZ2060
 JZ2060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2060!SPC IN E     -   0.99995618  x   1.00000669  =   0.99996287
 JZ2060!SPC OH S     -   0.99995618  x   0.99993831  =   0.99989449
 JZ2060!UTM  16      -   0.99995618  x   0.99996445  =   0.99992063
 JZ2060
 JZ2060:                Primary Azimuth Mark                     Grid Az
 JZ2060:SPC IN E     -  BEACON 2 R                               054 04 40.8
 JZ2060:SPC OH S     -  BEACON 2 R                               056 05 10.3
 JZ2060:UTM  16      -  BEACON 2 R                               053 14 02.2
 JZ2060
 JZ2060|---------------------------------------------------------------------|
 JZ2060| PID    Reference Object                     Distance      Geod. Az  |
 JZ2060|                                                           dddmmss.s |
 JZ2060| JZ3266 BEACON 2 R                          APPROX. 9.0 KM 0542946.0 |
 JZ2060| JZ2059 ALSACE RM 1                          41.900 METERS 09745     |
 JZ2060| CC7718 ALSACE RM 2                                        1244518.1 |
 JZ2060| JZ2061 ALSACE RM 3                          42.400 METERS 26238     |
 JZ2060|---------------------------------------------------------------------|
 JZ2060
 JZ2060                          SUPERSEDED SURVEY CONTROL
 JZ2060
 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 (04/10/98)  313.27   (m)         1027.8    (f) LEVELING    3  
 JZ2060  NGVD 29 (??/??/92)  313.451  (m)         1028.38   (f) ADJ UNCH    2 0
 JZ2060
 JZ2060.Superseded values are not recommended for survey control.
 JZ2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2060.See file dsdata.txt to determine how the superseded data were derived.
 JZ2060
 JZ2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7204347350(NAD 83)
 JZ2060_MARKER: DS = TRIANGULATION STATION DISK
 JZ2060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2060_SP_SET: 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 JZ2059 ***********************************************************************
 JZ2059  DESIGNATION -  ALSACE RM 1
 JZ2059  PID         -  JZ2059
 JZ2059  STATE/COUNTY-  IN/DEARBORN
 JZ2059  USGS QUAD   -  SPADES (1993)
 JZ2059
 JZ2059                         *CURRENT SURVEY CONTROL
 JZ2059  ___________________________________________________________________
 JZ2059* NAD 83(1986)-  39 15 30.     (N)    085 00 21.     (W)     SCALED    
 JZ2059* NAVD 88     -       313.488  (meters)    1028.50   (feet)  ADJUSTED  
 JZ2059  ___________________________________________________________________
 JZ2059  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JZ2059  DYNAMIC HT  -         313.292 (meters)    1027.86  (feet)  COMP
 JZ2059  MODELED GRAV-     979,993.8   (mgal)                       NAVD 88
 JZ2059
 JZ2059  VERT ORDER  -  SECOND    CLASS 0
 JZ2059
 JZ2059.The horizontal coordinates were scaled from a topographic map and have
 JZ2059.an estimated accuracy of +/- 6 seconds.
 JZ2059
 JZ2059.The orthometric height was determined by differential leveling
 JZ2059.and adjusted by the National Geodetic Survey in June 1991..
 JZ2059
 JZ2059.The geoid height was determined by GEOID03.
 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     -   445,380.      157,040.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2059.See file dsdata.txt to determine how the superseded data were derived.
 JZ2059
 JZ2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ720473(NAD 83)
 JZ2059_MARKER: DR = REFERENCE MARK DISK
 JZ2059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2059_STAMPING: ALSACE NO 1 1932
 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             NGS
 JZ2059
 JZ2059                          STATION DESCRIPTION
 JZ2059
 JZ2059'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2061 ***********************************************************************
 JZ2061  DESIGNATION -  ALSACE RM 3
 JZ2061  PID         -  JZ2061
 JZ2061  STATE/COUNTY-  IN/DEARBORN
 JZ2061  USGS QUAD   -  SPADES (1993)
 JZ2061
 JZ2061                         *CURRENT SURVEY CONTROL
 JZ2061  ___________________________________________________________________
 JZ2061* NAD 83(1986)-  39 15 30.     (N)    085 00 21.     (W)     SCALED    
 JZ2061* NAVD 88     -       314.024  (meters)    1030.26   (feet)  ADJUSTED  
 JZ2061  ___________________________________________________________________
 JZ2061  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JZ2061  DYNAMIC HT  -         313.827 (meters)    1029.61  (feet)  COMP
 JZ2061  MODELED GRAV-     979,993.8   (mgal)                       NAVD 88
 JZ2061
 JZ2061  VERT ORDER  -  SECOND    CLASS 0
 JZ2061
 JZ2061.The horizontal coordinates were scaled from a topographic map and have
 JZ2061.an estimated accuracy of +/- 6 seconds.
 JZ2061
 JZ2061.The orthometric height was determined by differential leveling
 JZ2061.and adjusted by the National Geodetic Survey in June 1991..
 JZ2061
 JZ2061.The geoid height was determined by GEOID03.
 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     -   445,380.      157,040.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2061.See file dsdata.txt to determine how the superseded data were derived.
 JZ2061
 JZ2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ720473(NAD 83)
 JZ2061_MARKER: DR = REFERENCE MARK DISK
 JZ2061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2061_STAMPING: ALSACE NO 3 1932
 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             NGS
 JZ2061
 JZ2061                          STATION DESCRIPTION
 JZ2061
 JZ2061'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA2038 ***********************************************************************
 JA2038  DESIGNATION -  ALUMINUM TK 3 MI N EVANSVILLE
 JA2038  PID         -  JA2038
 JA2038  STATE/COUNTY-  IN/VANDERBURGH
 JA2038  USGS QUAD   -  EVANSVILLE NORTH (1988)
 JA2038
 JA2038                         *CURRENT SURVEY CONTROL
 JA2038  ___________________________________________________________________
 JA2038* NAD 83(1997)-  38 02 07.30148(N)    087 33 56.09571(W)     ADJUSTED  
 JA2038* NAVD 88     -                                                        
 JA2038  ___________________________________________________________________
 JA2038  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 JA2038  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 JA2038
 JA2038  HORZ ORDER  -  THIRD
 JA2038
 JA2038.The horizontal coordinates were established by classical geodetic methods
 JA2038.and adjusted by the National Geodetic Survey in May 1999..
 JA2038
 JA2038
 JA2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2038
 JA2038.The geoid height was determined by GEOID03.
 JA2038
 JA2038;                    North         East     Units Scale Factor Converg.
 JA2038;SPC IN W     -   309,528.690   857,664.537   MT  0.99998873   -0 17 49.7
 JA2038;SPC IN W     - 1,015,512.04  2,813,854.40   sFT  0.99998873   -0 17 49.7
 JA2038;SPC KY1Z     - 1,190,445.865 1,340,634.150   MT  0.99990878   -1 06 52.9
 JA2038;SPC KY1Z     - 3,905,654.48  4,398,397.21   sFT  0.99990878   -1 06 52.9
 JA2038;SPC KY S     -   690,421.759   340,616.145   MT  1.00002021   -1 06 03.9
 JA2038;SPC KY S     - 2,265,158.72  1,117,504.80   sFT  1.00002021   -1 06 03.9
 JA2038;UTM  16      - 4,209,889.407   450,367.057   MT  0.99963034   -0 20 54.6
 JA2038
 JA2038                          SUPERSEDED SURVEY CONTROL
 JA2038
 JA2038  NAD 83(1993)-  38 02 07.32496(N)    087 33 56.10123(W) AD(       ) 4
 JA2038  NAD 83(1986)-  38 02 07.32392(N)    087 33 56.10269(W) AD(       ) 4
 JA2038  NAD 27      -  38 02 07.19000(N)    087 33 56.05000(W) AD(       ) 3
 JA2038
 JA2038.Superseded values are not recommended for survey control.
 JA2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2038.See file dsdata.txt to determine how the superseded data were derived.
 JA2038
 JA2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5036709889(NAD 83)
 JA2038_MARKER: 53 = ELEVATED TANK
 JA2038
 JA2038  HISTORY     - Date     Condition        Report By
 JA2038  HISTORY     - 1947     FIRST OBSERVED   CGS
 JA2038  HISTORY     - 1960     GOOD             CGS
 JA2038  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 JA2038  HISTORY     - 19981107 MARK NOT FOUND   USPSQD
 JA2038
 JA2038                          STATION DESCRIPTION
 JA2038
 JA2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAN)
 JA2038'THIS TANK IS ON A HIGH RIDGE IN VILLAGE OF STRINGTOWN, AND IS THE
 JA2038'ONLY TANK IN THE
 JA2038'VICINITY.
 JA2038
 JA2038                          STATION RECOVERY (1960)
 JA2038
 JA2038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (VES)
 JA2038'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW, MORE DEFINITIVE
 JA2038'DESCRIPTION FOLLOWS-
 JA2038'
 JA2038'THE STATION IS LOCATED ABOUT 400 FEET WEST SOUTHWEST OF THE
 JA2038'INTERSECTION OF CAMP
 JA2038'GROUND AND OLD STATE ROADS IN THE COMMUNITY OF STRINGTOWN.
 JA2038'THE MARK IS THE BALL ON
 JA2038'TOP AND CENTER OF A CONICAL ROOF, SPHERICAL
 JA2038'BOTTOM, STEEL TANK SUPPORTED BY FOUR,
 JA2038'INCLINED LATTICE LEGS.  THE
 JA2038'CYLINDRICAL MID SECTION OF THE TANK IS PAINTED IN
 JA2038'ALTERNATING RED AND
 JA2038'WHITE SQUARES.  AN AIRCRAFT WARNING OBSTRUCTION LIGHT AND A VARIETY
 JA2038'OF ELECTRIONIC
 JA2038'ANTENNAS ARE ATTACHED TO THE TOP.
 JA2038
 JA2038                          STATION RECOVERY (1994)
 JA2038
 JA2038'RECOVERY NOTE BY US POWER SQUADRON 1994
 JA2038'MARK NOT FOUND.
 JA2038
 JA2038                          STATION RECOVERY (1998)
 JA2038
 JA2038'RECOVERY NOTE BY US POWER SQUADRON 1998
 JA2038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1850 ***********************************************************************
 MD1850  DESIGNATION -  ALVA
 MD1850  PID         -  MD1850
 MD1850  STATE/COUNTY-  IN/STEUBEN
 MD1850  USGS QUAD   -  HAMILTON (1992)
 MD1850
 MD1850                         *CURRENT SURVEY CONTROL
 MD1850  ___________________________________________________________________
 MD1850* NAD 83(1997)-  41 34 20.22521(N)    084 53 14.26812(W)     ADJUSTED  
 MD1850* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 MD1850  ___________________________________________________________________
 MD1850  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 MD1850  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 MD1850
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1850
 MD1850.The geoid height was determined by GEOID03.
 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;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|---------------------------------------------------------------------|
 MD1850| PID    Reference Object                     Distance      Geod. Az  |
 MD1850|                                                           dddmmss.s |
 MD1850| CE6125 ALVA AZ MK                                         0113819.6 |
 MD1850| MD1851 TT 35 T USGS 1946                   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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1850.See file dsdata.txt to determine how the superseded data were derived.
 MD1850
 MD1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7614104445(NAD 83)
 MD1850_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1850
 MD1850  HISTORY     - Date     Condition        Report By
 MD1850  HISTORY     - 1946     MONUMENTED       CGS
 MD1850  HISTORY     - 1960     SEE DESCRIPTION  CGS
 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
 MD1850'ALVARADO, 0.15 MILE WEST FROM U.S.G.S. MARK NO. TT35T-1937-970, 200
 MD1850'FEET WEST FROM AN UNPAINTED BARN AND
 MD1850'40 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A MAIN GRAVELED
 MD1850'ROAD.  THE MARK IS 12 INCHES BELOW THE
 MD1850'SURFACE OF THE GROUND AND THE DISK IS STAMPED
 MD1850'ALVA 1946.
 MD1850'
 MD1850'REFERENCE MARK NO. 1 IS 161.86 FEET EAST OF THE STATION, 45 FEET
 MD1850'NORTH OF AN UNPAINTED BARN, 29 FEET
 MD1850'SOUTH OF THE APPROXIMATE CENTERLINE OF A MAIN GRAVELLED ROAD AND 5.5
 MD1850'FEET SOUTH OF POWERLINE POLE NO.
 MD1850'3252.  THE MARK PROJECTS ABOUT 10 INCHES AND THE DISK IS STAMPED
 MD1850'ALVA NO 1 1946.
 MD1850'
 MD1850'REFERENCE MARK NO. 2 IS 95.41 FEET NORTHWEST OF THE STATION AND 21
 MD1850'FEET NORTH OF THE APPROXIMATE
 MD1850'CENTERLINE OF A MAIN GRAVELLED ROAD.  THE MARK PROJECTS ABOUT 12
 MD1850'INCHES AND THE DISK IS STAMPED ALVA
 MD1850'NO 2 1946.
 MD1850'
 MD1850'THE AZIMUTH MARK IS 0.5 MILE NORTHEAST OF THE STATION, 20 FEET WEST
 MD1850'OF THE APPROXIMATE CENTERLINE OF A
 MD1850'GRAVELLED ROAD, 3 FEET WEST OF A NORTH-SOUTH FENCE LINE
 MD1850'AND 2.5 FEET NORTHEAST OF A WHITE
 MD1850'WITNESS POST.  THE MARK PROJECTS ABOUT 10 INCHES
 MD1850'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
 MD1850'HIGHWAY NO. 1 FOR 3.05 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST
 MD1850'FOR 1.1 MILES TO TOP OF RISE AND
 MD1850'THE STATION ON THE RIGHT.  CONTINUE EAST 0.15 MILE TO
 MD1850'CROSSROADS. (WITH U.S.G.S. TT35T-1937-970 IN
 MD1850'THE NORTHEAST ANGLE) HERE TURN LEFT AND
 MD1850'GO NORTH FOR 0.45 MILE TO AZIMUTH MARK ON THE LEFT AS
 MD1850'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
 MD1850'OF HAMILTON THENCE E ON ASPHALT COUNTY ROAD 1.1 MILES TO STATION ON
 MD1850'THE RIGHT, ABOUT 212 YARDS W OF GRAVEL
 MD1850'CROSS ROAD, 40 FEET S OF CENTER LINE OF 20-FOOT ASPHALT
 MD1850'ROAD, ABOUT 5 FEET HIGHER THAN SAME, 47 FEET WSW OF
 MD1850'THAT TELEPHONE POLE CARRYING A DOUBLE
 MD1850'LINE OF COVERED CABLES, 18 FEET S OF THE LINE OF SAID POLES, STANDARD
 MD1850'DISKS STAMPED ALVA 1946 SET IN 1A AND
 MD1850'7A MARKS, 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)
 MD1850'E IN AZIMUTH 265 DEG 16 MIN FROM STATION, 50 FEET NNW OF NE CORNER OF
 MD1850'ROCK FOUNDATION OF LARGE BARN, 13 FEET W OF
 MD1850'PROJECTED PLANE OF E WALL OF SAME, AND 5.5 FEET S OF NO.
 MD1850'3252 TELEPHONE POLE, 28 FEET S OF CENTER LINE
 MD1850'OF ROAD, AND 1.3 FEET 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
 MD1850'NW IN AZIMUTH 130 DEG 34 MIN FROM STATION, ABOUT 20 YARDS W OF CREST
 MD1850'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
 MD1850'19.4 SEC FROM STATION, ON CREST OF E-W RIDGE, 116 FEET S OF FENCE, 20
 MD1850'FEET W OF CENTER LINE OF GRAVEL ROAD,
 MD1850'3.0 FEET HIGHER THAN SAME, AND 1.5 FEET S OF STEEL WITNESS
 MD1850'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1844 ***********************************************************************
 MD1844  DESIGNATION -  ALVARADO
 MD1844  PID         -  MD1844
 MD1844  STATE/COUNTY-  IN/STEUBEN
 MD1844  USGS QUAD   -  EDON (1994)
 MD1844
 MD1844                         *CURRENT SURVEY CONTROL
 MD1844  ___________________________________________________________________
 MD1844* NAD 83(1997)-  41 33 50.70642(N)    084 49 00.76588(W)     ADJUSTED  
 MD1844* NAVD 88     -       290.7    (meters)     954.     (feet)  VERTCON   
 MD1844  ___________________________________________________________________
 MD1844  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 MD1844  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 MD1844
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1844
 MD1844.The geoid height was determined by GEOID03.
 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;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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1844.See file dsdata.txt to determine how the superseded data were derived.
 MD1844
 MD1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM8203503680(NAD 83)
 MD1844_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1844
 MD1844  HISTORY     - Date     Condition        Report By
 MD1844  HISTORY     - 1932     MONUMENTED       CGS
 MD1844  HISTORY     - 1946     SEE DESCRIPTION  CGS
 MD1844  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MD1844  HISTORY     - 1970     SEE DESCRIPTION  NGS
 MD1844
 MD1844                          STATION DESCRIPTION
 MD1844
 MD1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 MD1844'ABOUT 2 MILES
 MD1844'NORTH AND 5 MILES
 MD1844'EAST OF HAMILTON, ABOUT 1 MILE EAST AND 3/4 MILE
 MD1844'SOUTH OF ALVARADO, ABOUT 2.5 MILES
 MD1844'WEST AND 0.5 MILE NORTH OF EDON,
 MD1844'OHIO, ON WEST SIDE SW 1/4 SEC. 21, T. 36 N., R. 15
 MD1844'E., AND ON LAND
 MD1844'OWNED BY ALBERT RUSSELL.  TO REACH FROM EDON, OHIO, GO NORTH FROM
 MD1844'CENTER OF TOWN 1.0
 MD1844'MILE ON OHIO ROUTE 49, GO WEST ON GRAVEL ROAD
 MD1844'2.4 MILES, AND GO SOUTH 0.5 MILE TO
 MD1844'RUSSELL FARMHOUSE AND STATION
 MD1844'SITE.  STATION IS 126 FEET SOUTH BY WEST OF SOUTHWEST
 MD1844'CORNER OF
 MD1844'WHITE FARMHOUSE, ON WEST EDGE OF CULTIVATED FIELD, 0.3 MILE NORTH
 MD1844'OF EAST-AND-WEST
 MD1844'ROAD, 0.5 MILE SOUTH OF ANOTHER EAST-AND-WEST
 MD1844'ROAD, 27.5 FEET EAST OF CENTER LINE
 MD1844'OF NORTH-AND-SOUTH ROAD, AND
 MD1844'77.5 FEET SOUTH OF DRIVEWAY LEADING EAST TO FARM.
 MD1844'SURFACE AND
 MD1844'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE,
 MD1844'NOTES 1A AND 7A.
 MD1844'UPPER MARK IS 12 INCHES BELOW SURFACE.  REFERENCE
 MD1844'AND AZIMUTH MARKS ARE STANDARD
 MD1844'REFERENCE DISKS IN CONCRETE, NOTE
 MD1844'11A.  NO. 1 PROJECTS 4 INCHES 4 INCHES, AND IS 1
 MD1844'FOOT NORTH OF FENCE LINE
 MD1844'PARALLELING DRIVEWAY, 10 FEET SOUTH OF DRIVEWAY, 71 FEET SOUTHEAST
 MD1844'OF SOUTHWEST
 MD1844'CORNER OF FARMHOUSE, 48.2 FEET SOUTHWEST OF SOUTHEAST
 MD1844'CORNER OF FARMHOUSE, 110 FEET
 MD1844'EAST OF CENTER LINE OF NORTH-AND-
 MD1844'SOUTH ROAD, AND 107.57 FEET FROM STATION IN
 MD1844'AZIMUTH 228 DEG 49 MIN.  NO. 2
 MD1844'PROJECTS 6 INCHES, AND IS DUE WEST OF DRIVEWAY LEADING TO
 MD1844'RUSSELLS FARM,
 MD1844'19 FEET WEST OF CENTER LINE OF ROAD, 1 FOOT WEST OF FENCE
 MD1844'LINE PARALLELING ROAD,
 MD1844'107.3 FEET BEARING S. 80 DEG W. FROM SOUTHWEST
 MD1844'CORNER OF FARMHOUSE, AND 93.72 FEET FROM
 MD1844'STATION IN AZIMUTH 149 DEG
 MD1844'18 MIN.  AZIMUTH MARK PROJECTS 5 INCHES, AND IS 26 FEET
 MD1844'NORTH OF CENTER LINE
 MD1844'OF EAST-AND-WEST GRAVEL ROAD, 15 FEET WEST OF TELEPHONE
 MD1844'POLE, 350 FEET EAST OF
 MD1844'ROAD INTERSECTION, ON EDGE OF CULTIVATED
 MD1844'FIELD, AND APPROXIMATELY 0.4 MILE FROM
 MD1844'STATION IN AZIMUTH 346 DEG 25 MIN
 MD1844'27 SEC.  AIRWAY BEACON NO. 15 IS ABOUT 2.5 MILES FROM
 MD1844'STATION IN
 MD1844'AZIMUTH 267 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
 MD1844'MARKS WERE FOUND
 MD1844'IN GOOD CONDITION.  DISTANCES WERE CHECKED AND SLIGHT DIFFERENCES
 MD1844'WERE FOUND WHICH ARE NOTED.  A
 MD1844'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
 MD1844'0.75 MILE SOUTH OF ALVARADO.  IT IS 126 FEET SOUTHWEST OF THE
 MD1844'SOUTHWEST CORNER OF A WHITE FARM
 MD1844'HOUSE ON THE WEST EDGE OF A CULTIVATED FIELD, 27 FEET EAST OF THE
 MD1844'APPROXIMATE CENTERLINE OF A NORTH-SOUTH
 MD1844'GRAVELLED ROAD AND 77 FEET SOUTH OF THE DRIVEWAY
 MD1844'LEADING TO THE FARM.  THE MARK IS 12 INCHES
 MD1844'BELOW THE SURFACE OF THE GROUND AND THE DISK
 MD1844'IS STAMPED ALVARADO 1932.
 MD1844'
 MD1844'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 MD1844'CONCRETE DESCRIBE IN NOTES 1A, 7A
 MD1844'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
 MD1844'LINE, 10 FEET SOUTH OF THE DRIVEWAY, 71 FEET SOUTHEAST OF THE
 MD1844'SOUTHWEST CORNER OF THE FARM HOUSE
 MD1844'AND 48 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE FARM HOUSE.
 MD1844'THE MARK PROJECTS 4 INCHES AND THE DISK IS
 MD1844'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
 MD1844'NORTH-SOUTH GRAVELLED ROAD, 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE
 MD1844'AND 107 FEET SOUTHWEST OF THE
 MD1844'SOUTHWEST CORNER OF THE WHITE FARM HOUSE.  THE MARK PROJECTS
 MD1844'6 INCHES AND THE DISK IS STAMPED ALVARADO NO 2
 MD1844'1932.
 MD1844'
 MD1844'THE AZIMUTH MARK IS 0.35 MILE SOUTH OF THE STATION, 26 FEET NORTH OF
 MD1844'THE APPROXIMATE CENTERLINE OF AN
 MD1844'EAST-WEST OILED ROAD, 15 FEET WEST OF A TELEPHONE POLE AND 350 FEET
 MD1844'EAST OF A CROSSROADS.  THE MARK
 MD1844'PROJECTS 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.
 MD1844'49, GO WEST ON GRAVEL ROAD 2.4 MILES THEN SOUTH 0.5 MILE TO RUSSELL
 MD1844'FARMHOUSE AND STATION SITE.  TO
 MD1844'REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH
 MD1844'0.35 MILE TO CROSSROADS, TURN LEFT AND GO 350 FEET
 MD1844'TO AZIMUTH MARK ON THE LEFT AS 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
 MD1844'HEART OF HAMILTON TO A CROSSROADS WHICH IS ABOUT 2.5 MILES ALONG NO.
 MD1844'34 OHIO HWY. FROM EDON OR 0.75 MILE W
 MD1844'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
 MD1844'CROSSROADS, ON CREST OF E-W RIDGE, 126 FEET
 MD1844'SSW OF SW CORNER OF CONCRETE BLOCK FOUNDATION OF FRAME HOUSE,
 MD1844'54 FEET W OF PROJECTED PLANE OF W WALL
 MD1844'OF SAME, 27 FEET E OF CENTER LINE OF GRAVEL ROAD, STANDARD DISKS
 MD1844'STAMPED ALVARADO 1932 IN 1A AND 7A MARKS
 MD1844'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
 MD1844'AZIMUTH 228 DEG 49 MIN FROM THE STATION, 51 FEET SE OF SAID SW
 MD1844'CORNER, 48 FEET SW OF SE CORNER OF MAIN BODY
 MD1844'OF THE HOUSE (AN 8-FOOT EXTENSION IS OFFSET-ADDED), 110 FEET
 MD1844'E OF CENTER LINE OF ROAD, AND 11 FEET S OF
 MD1844'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
 MD1844'IN AZIMUTH 149 DEG 18 MIN FROM STATION, 107.3 FEET W OF SW CORNER OF
 MD1844'HOUSE, 19 FEET W OF CENTER LINE OF ROAD, 4
 MD1844'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
 MD1844'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
 MD1844'AZIMUTH MARK WAS NOT RECOVERED AND MUST BE PRESUMED LOST
 MD1844'SINCE MEASUREMENTS PLACE ITS
 MD1844'ORIGINAL LOCATION IN THE BOTTOM OF GRADER
 MD1844'DITCH.  AZIMUTH MARK 2 WAS ESTABLISHED AT THIS
 MD1844'TIME.  THE CURRENT
 MD1844'DIRECTION COMPARED FAVORABLY WITH THOSE OF 1960 HOWEVER A
 MD1844'DISCREPANCY OF .01
 MD1844'FOOT SHORTER AND .07 FOOT LONGER WAS NOTED IN THE DISTANCES TO
 MD1844'REFERENCE MARKS 1 AND
 MD1844'2 RESPECTIVELY.  THE CURRENT MEASUREMENTS WERE
 MD1844'CONFIRMED.  AT THE REQUEST OF THE
 MD1844'PROPERTY OWNER REFERENCE MARK 1 WAS
 MD1844'REMOVED AND REFERENCE MARK 3 ESTABLISHED AT THIS
 MD1844'TIME.  A COMPLETE
 MD1844'NEW DESCRIPTION FOLLOWS.
 MD1844'
 MD1844'THE STATION IS ABOUT 11 MILES SOUTHEAST OF ANGOLA, 5-1/2 MILES
 MD1844'NORTHEAST OF
 MD1844'HAMILTON, 2-1/2 MILES WEST OF EDON, OHIO AND 3/4 MILE WEST
 MD1844'OF THE INDIANA-OHIO STATE LINE.
 MD1844'IT IS IN THE SOUTHWEST 1/4 OF SECTION
 MD1844'21, T. 36 N., R. 15 E. AND ON PROPERTY OF MRS.
 MD1844'HULDA A. RUSSELL WHO
 MD1844'LIVES AT THE STATION SITE.
 MD1844'
 MD1844'TO REACH THE STATION FROM THE POST OFFICE IN ANGOLA, GO EAST ON
 MD1844'U.S. HIGHWAY 20
 MD1844'FOR 8.1 MILES TO A CROSSROAD AND THE JUNCTION OF STATE
 MD1844'HIGHWAY 1.  TURN RIGHT AND GO
 MD1844'SOUTH ON 800 E FOR 1.0 MILE TO A CROSSROAD
 MD1844'IN THE SMALL VILLAGE OF METZ.  CONTINUE SOUTH ON
 MD1844'800 E FOR 3.8
 MD1844'MILES TO A T-ROAD.  TURN LEFT AND GO EAST ON STATE HIGHWAY 427 FOR
 MD1844'1.0 MILE TO A
 MD1844'CROSSROAD.  (THE AZIMUTH MARK IS 0.05 MILE EAST OF THE CROSSROAD
 MD1844'AND ON THE LEFT SIDE OF
 MD1844'STATE HIGHWAY 427).  TURN LEFT AND GO NORTH
 MD1844'ON 900 E FOR 0.35 MILE TO THE STATION ON
 MD1844'THE RIGHT.
 MD1844'
 MD1844'THE STATION MARK, A STANDARD DISK STAMPED ALVARADO 1932, IS SET IN
 MD1844'THE TOP OF A
 MD1844'12-INCH SQUARE CONCRETE MONUMENT 12 INCHES BELOW THE
 MD1844'GROUND SURFACE.  IT IS 130 FEET
 MD1844'SOUTHWEST OF THE SOUTHWEST CORNER OF A
 MD1844'HOUSE, 78 FEET SOUTH OF THE CENTER OF A DRIVEWAY,
 MD1844'43 FEET SOUTH-SOUTHEAST
 MD1844'OF A TELEPHONE POLE AND 28 FEET EAST OF THE CENTER OF 900 E.  (NOTES
 MD1844'1A AND 7A)
 MD1844'
 MD1844'REFERENCE MARK 2, A STANDARD DISK STAMPED ALVARADO NO 2 1932, IS
 MD1844'SET IN THE TOP OF
 MD1844'A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6
 MD1844'INCHES ABOVE THE GROUND SURFACE.  IT
 MD1844'IS 73 FEET SOUTH OF POWER LINE POLE
 MD1844'NUMBER 128 WHICH HAS A TRANSFORMER ATTACHED, 54 FEET
 MD1844'NORTHWEST OF THE
 MD1844'TELEPHONE POLE, 18 FEET WEST OF THE CENTER OF 900 E, 7 FEET EAST OF A
 MD1844'NORTH-SOUTH WIRE
 MD1844'FENCE AND 3.6 FEET WEST OF A NORTH-SOUTH WIRE FENCE AT
 MD1844'THE WEST EDGE OF A FARM LANE.
 MD1844'(NOTE 11A)
 MD1844'
 MD1844'REFERENCE MARK 3, A STANDARD DISK STAMPED ALVARADO 1932 NO 3 1970,
 MD1844'IS SET IN THE TOP
 MD1844'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 MD1844'THE GROUND SURFACE.  IT IS 24.6 FEET
 MD1844'SOUTH OF A POWER LINE POLE, 15 FEET
 MD1844'WEST OF THE CENTER OF 900 E AND 1 FOOT EAST OF THE
 MD1844'NORTH-SOUTH WIRE FENCE.
 MD1844'(NOTE 11B)
 MD1844'
 MD1844'THE AZIMUTH MARK, A STANDARD DISK STAMPED ALVARADO 1932 NO 2 1970, IS
 MD1844'SET IN THE TOP OF
 MD1844'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 MD1844'GROUND SURFACE.  IT IS 44 FEET NORTH
 MD1844'OF THE CENTER OF STATE HIGHWAY 427,
 MD1844'1.9 FEET EAST OF A TELEPHONE POLE AND 1.4 FEET WEST OF
 MD1844'A METAL WITNESS
 MD1844'POST.  (NOTE 16B)
 MD1844'
 MD1844'HEIGHT OF LIGHT ABOVE STATION MARK 100.1 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ2154 ***********************************************************************
 HZ2154  DESIGNATION -  AMBER
 HZ2154  PID         -  HZ2154
 HZ2154  STATE/COUNTY-  IN/CLARK
 HZ2154  USGS QUAD   -  CHARLESTOWN (1993)
 HZ2154
 HZ2154                         *CURRENT SURVEY CONTROL
 HZ2154  ___________________________________________________________________
 HZ2154* NAD 83(1997)-  38 25 49.58415(N)    085 39 49.82942(W)     ADJUSTED  
 HZ2154* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 HZ2154  ___________________________________________________________________
 HZ2154  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 HZ2154  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HZ2154
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2154
 HZ2154.The geoid height was determined by GEOID03.
 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  =   0.99994214
 HZ2154!SPC KY1Z     -   0.99997547  x   0.99995161  =   0.99992708
 HZ2154!SPC KY N     -   0.99997547  x   0.99996229  =   0.99993776
 HZ2154!UTM  16      -   0.99997547  x   0.99976750  =   0.99974297
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2154.See file dsdata.txt to determine how the superseded data were derived.
 HZ2154
 HZ2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1662554420(NAD 83)
 HZ2154_MARKER: DS = TRIANGULATION STATION DISK
 HZ2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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             USE
 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 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2242 ***********************************************************************
 LB2242  DESIGNATION -  AMBIA MUNICIPAL TANK
 LB2242  PID         -  LB2242
 LB2242  STATE/COUNTY-  IN/BENTON
 LB2242  USGS QUAD   -  AMBIA (1964)
 LB2242
 LB2242                         *CURRENT SURVEY CONTROL
 LB2242  ___________________________________________________________________
 LB2242* NAD 83(1997)-  40 29 24.78736(N)    087 31 11.06225(W)     ADJUSTED  
 LB2242* NAVD 88     -                                                        
 LB2242  ___________________________________________________________________
 LB2242  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 LB2242  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 LB2242
 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
 LB2242.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2242
 LB2242.The geoid height was determined by GEOID03.
 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;SPC IL E     -   424,750.514   368,975.188   MT  1.00003354   +0 31 41.9
 LB2242;SPC IL E     - 1,393,535.64  1,210,546.10   sFT  1.00003354   +0 31 41.9
 LB2242;UTM  16      - 4,482,298.730   455,953.975   MT  0.99962388   -0 20 14.9
 LB2242
 LB2242                          SUPERSEDED SURVEY CONTROL
 LB2242
 LB2242  NAD 83(1986)-  40 29 24.79612(N)    087 31 11.07026(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2242.See file dsdata.txt to determine how the superseded data were derived.
 LB2242
 LB2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK5595482299(NAD 83)
 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 = OCTOBER  6, 2006
 LB2309 ***********************************************************************
 LB2309  DESIGNATION -  AMBIA TRUNKLINE MWV KSI 942
 LB2309  PID         -  LB2309
 LB2309  STATE/COUNTY-  IN/BENTON
 LB2309  USGS QUAD   -  STOCKLAND (1964)
 LB2309
 LB2309                         *CURRENT SURVEY CONTROL
 LB2309  ___________________________________________________________________
 LB2309* NAD 83(1997)-  40 31 18.82307(N)    087 30 58.24926(W)     ADJUSTED  
 LB2309* NAVD 88     -                                                        
 LB2309  ___________________________________________________________________
 LB2309  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 LB2309  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 LB2309
 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
 LB2309.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2309
 LB2309.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2309
 LB2309  NAD 83(1986)-  40 31 18.83150(N)    087 30 58.25707(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2309.See file dsdata.txt to determine how the superseded data were derived.
 LB2309
 LB2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK5627685813(NAD 83)
 LB2309
 LB2309  HISTORY     - Date     Condition        Report By
 LB2309  HISTORY     - 1969     MONUMENTED       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 = OCTOBER  6, 2006
 LB2405 ***********************************************************************
 LB2405  DESIGNATION -  AMERICA
 LB2405  PID         -  LB2405
 LB2405  STATE/COUNTY-  IN/CASS
 LB2405  USGS QUAD   -  YOUNG AMERICA (1959)
 LB2405
 LB2405                         *CURRENT SURVEY CONTROL
 LB2405  ___________________________________________________________________
 LB2405* NAD 83(1997)-  40 34 10.12050(N)    086 17 57.74740(W)     ADJUSTED  
 LB2405* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 LB2405  ___________________________________________________________________
 LB2405  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 LB2405  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 LB2405
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2405
 LB2405.The geoid height was determined by GEOID03.
 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     -   0.99996790  x   1.00000198  =   0.99996988
 LB2405!SPC IN W     -   0.99996790  x   1.00002089  =   0.99998879
 LB2405!UTM  16      -   0.99996790  x   0.99964329  =   0.99961120
 LB2405
 LB2405:                Primary Azimuth Mark                     Grid Az
 LB2405:SPC IN E     -  WALTON MUNICIPAL TANK                    026 26 27.6
 LB2405:SPC IN W     -  WALTON MUNICIPAL TANK                    025 31 10.6
 LB2405:UTM  16      -  WALTON MUNICIPAL TANK                    025 34 25.8
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2405.See file dsdata.txt to determine how the superseded data were derived.
 LB2405
 LB2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5930691203(NAD 83)
 LB2405_MARKER: DS = TRIANGULATION STATION DISK
 LB2405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2647 ***********************************************************************
 LB2647  DESIGNATION -  AMERICUS
 LB2647  PID         -  LB2647
 LB2647  STATE/COUNTY-  IN/TIPPECANOE
 LB2647  USGS QUAD   -  BROOKSTON (1986)
 LB2647
 LB2647                         *CURRENT SURVEY CONTROL
 LB2647  ___________________________________________________________________
 LB2647* NAD 83(1997)-  40 31 06.76692(N)    086 45 18.67813(W)     ADJUSTED  
 LB2647* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 LB2647  ___________________________________________________________________
 LB2647  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 LB2647  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 LB2647
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2647
 LB2647.The geoid height was determined by GEOID03.
 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     -   0.99997349  x   0.99997618  =   0.99994967
 LB2647!UTM  16      -   0.99997349  x   0.99960529  =   0.99957879
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2647.See file dsdata.txt to determine how the superseded data were derived.
 LB2647
 LB2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2073885342(NAD 83)
 LB2647_MARKER: DS = TRIANGULATION STATION DISK
 LB2647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2647
 LB2647  HISTORY     - Date     Condition        Report By
 LB2647  HISTORY     - 1948     MONUMENTED       CGS
 LB2647  HISTORY     - 1990     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2395 ***********************************************************************
 LB2395  CBN         -  This is a Cooperative Base Network Control Station.
 LB2395  DESIGNATION -  ANCHOR
 LB2395  PID         -  LB2395
 LB2395  STATE/COUNTY-  IN/CASS
 LB2395  USGS QUAD   -  ANOKA (1980)
 LB2395
 LB2395                         *CURRENT SURVEY CONTROL
 LB2395  ___________________________________________________________________
 LB2395* NAD 83(1997)-  40 43 05.74368(N)    086 16 47.61315(W)     ADJUSTED  
 LB2395* NAVD 88     -       221.2    (meters)     726.     (feet)  GPS OBS   
 LB2395  ___________________________________________________________________
 LB2395  X           -     314,109.290 (meters)                     COMP
 LB2395  Y           -  -4,831,000.110 (meters)                     COMP
 LB2395  Z           -   4,138,881.987 (meters)                     COMP
 LB2395  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 LB2395  ELLIP HEIGHT-         187.02  (meters)          (04/10/98) GPS OBS
 LB2395  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 LB2395
 LB2395  HORZ ORDER  -  B
 LB2395  ELLP ORDER  -  FOURTH    CLASS I
 LB2395
 LB2395.The horizontal coordinates were established by GPS observations
 LB2395.and adjusted by the National Geodetic Survey in April 1998..
 LB2395
 LB2395.The orthometric height was determined by GPS observations and a
 LB2395.high-resolution geoid model.
 LB2395
 LB2395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2395
 LB2395.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2395
 LB2395.The ellipsoidal height was determined by GPS observations
 LB2395.and is referenced to NAD 83.
 LB2395
 LB2395.The geoid height was determined by GEOID03.
 LB2395
 LB2395;                    North         East     Units Scale Factor Converg.
 LB2395;SPC IN E     -   607,452.789    48,188.638   MT  0.99999970   -0 24 00.1
 LB2395;SPC IN E     - 1,992,951.36    158,098.89   sFT  0.99999970   -0 24 00.1
 LB2395;SPC IN W     -   607,582.406   967,882.732   MT  1.00002336   +0 31 26.9
 LB2395;SPC IN W     - 1,993,376.61  3,175,461.93   sFT  1.00002336   +0 31 26.9
 LB2395;UTM  16      - 4,507,731.582   560,819.528   MT  0.99964553   +0 28 11.2
 LB2395
 LB2395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2395!SPC IN E     -   0.99997066  x   0.99999970  =   0.99997036
 LB2395!SPC IN W     -   0.99997066  x   1.00002336  =   0.99999402
 LB2395!UTM  16      -   0.99997066  x   0.99964553  =   0.99961620
 LB2395
 LB2395|---------------------------------------------------------------------|
 LB2395| PID    Reference Object                     Distance      Geod. Az  |
 LB2395|                                                           dddmmss.s |
 LB2395| LB0067 ANOKA                                29.431 METERS 05803     |
 LB2395| CC7729 ANCHOR RM 1                          26.106 METERS 13349     |
 LB2395| LB2392 WALTON MUNICIPAL TANK               APPROX. 7.3 KM 1532442.5 |
 LB2395| LB2412 LOGANSPORT ST MENTAL HOSP TANK      APPROX.10.3 KM 2841514.0 |
 LB2395| LB2427 LOGANSPORT ST JOSEPH CH SPIRE       APPROX. 8.4 KM 2964526.9 |
 LB2395| LB2432 LOGANSPORT W HEPPE AND SON STK      APPROX. 7.8 KM 2982434.3 |
 LB2395| LB2428 LOGANSPORT MUN PWR PLT STK          APPROX. 8.2 KM 3033945.6 |
 LB2395| CC7728 ANCHOR AZ MK                                       3293815.3 |
 LB2395|---------------------------------------------------------------------|
 LB2395
 LB2395                          SUPERSEDED SURVEY CONTROL
 LB2395
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2395.See file dsdata.txt to determine how the superseded data were derived.
 LB2395
 LB2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6082007732(NAD 83)
 LB2395_MARKER: Z = SEE DESCRIPTION
 LB2395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA1286 ***********************************************************************
 LA1286  DESIGNATION -  ANDERSON
 LA1286  PID         -  LA1286
 LA1286  STATE/COUNTY-  IN/MADISON
 LA1286  USGS QUAD   -  ANDERSON SOUTH (1994)
 LA1286
 LA1286                         *CURRENT SURVEY CONTROL
 LA1286  ___________________________________________________________________
 LA1286* NAD 83(1997)-  40 06 40.30158(N)    085 39 27.80350(W)     ADJUSTED  
 LA1286* NAVD 88     -       272.014  (meters)     892.43   (feet)  ADJUSTED  
 LA1286  ___________________________________________________________________
 LA1286  X           -     369,861.105 (meters)                     COMP
 LA1286  Y           -  -4,870,922.188 (meters)                     COMP
 LA1286  Z           -   4,087,589.274 (meters)                     COMP
 LA1286  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 LA1286  ELLIP HEIGHT-         238.04  (meters)          (11/27/02) GPS OBS
 LA1286  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 LA1286  DYNAMIC HT  -         271.869 (meters)     891.96  (feet)  COMP
 LA1286  MODELED GRAV-     980,083.1   (mgal)                       NAVD 88
 LA1286
 LA1286  HORZ ORDER  -  FIRST
 LA1286  VERT ORDER  -  FIRST     CLASS II
 LA1286  ELLP ORDER  -  FOURTH    CLASS I
 LA1286
 LA1286.The horizontal coordinates were established by GPS observations
 LA1286.and adjusted by the National Geodetic Survey in November 2002..
 LA1286
 LA1286.The orthometric height was determined by differential leveling
 LA1286.and adjusted by the National Geodetic Survey in June 1991..
 LA1286
 LA1286.Photographs are available 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 DEFLEC99 derived deflections.
 LA1286
 LA1286.The ellipsoidal height was determined by GPS observations
 LA1286.and is referenced to NAD 83.
 LA1286
 LA1286.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 LA1286;SPC IN E     -   539,863.865   100,762.452   MT  0.99996667   +0 00 20.7
 LA1286;SPC IN E     - 1,771,203.36    330,584.81   sFT  0.99996667   +0 00 20.7
 LA1286;UTM  16      - 4,440,962.256   614,392.081   MT  0.99976109   +0 51 53.6
 LA1286
 LA1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1286!SPC IN E     -   0.99996266  x   0.99996667  =   0.99992933
 LA1286!UTM  16      -   0.99996266  x   0.99976109  =   0.99972376
 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 0921631.7 |
 LA1286| LA2132 ANDERSON DELCO REMY CO STACK        APPROX. 2.4 KM 2032830.8 |
 LA1286| LA2133 ANDERSON DELCO REMY CO TANK         APPROX. 2.3 KM 2050941.6 |
 LA1286| LA2136 ANDERSON MUN POWER PLANT STACK      APPROX. 1.5 KM 2435812.5 |
 LA1286| LA2135 ANDERSON ST MARYS CATH CHURCH       APPROX. 1.7 KM 2462605.4 |
 LA1286| LA2137 ANDERSON MADISON CO CTHSE DOME      APPROX. 1.8 KM 2570400.7 |
 LA1286| LA1285 ANDERSON AZ MK                                     2630615.6 |
 LA1286| LA1287 ANDERSON RM 1                        37.734 METERS 27019     |
 LA1286| LA2138 ANDERSON IND RR SHOPS S STACK       APPROX. 2.1 KM 3033326.8 |
 LA1286| LA2134 ANDERSON IND RR SHOPS N STACK       APPROX. 2.1 KM 3054548.2 |
 LA1286|---------------------------------------------------------------------|
 LA1286
 LA1286                          SUPERSEDED SURVEY CONTROL
 LA1286
 LA1286  NAD 83(1997)-  40 06 40.30144(N)    085 39 27.80361(W) AD(       ) 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 (03/18/02)  272.01   (m)          892.4    (f) LEVELING    3  
 LA1286  NGVD 29 (??/??/92)  272.155  (m)          892.90   (f) ADJ UNCH    1 2
 LA1286
 LA1286.Superseded values are not recommended for survey control.
 LA1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1286.See file dsdata.txt to determine how the superseded data were derived.
 LA1286
 LA1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1439240962(NAD 83)
 LA1286_MARKER: DS = TRIANGULATION STATION DISK
 LA1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1286_SP_SET: 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 - May 29, 2001
 LA1286
 LA1286  HISTORY     - Date     Condition        Report By
 LA1286  HISTORY     - 1934     MONUMENTED       CGS
 LA1286  HISTORY     - 1946     GOOD             NGS
 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
 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
 LA1286'AND CHURCH OF GOD CAMP MEETING GROUNDS, IN THE
 LA1286'NORTHWEST CORNER OF THE
 LA1286'INTERSECTION OF EAST 5 STREET AND NURSERY
 LA1286'ROAD, IN THE NORTH EDGE OF THE
 LA1286'RIGHT-OF-WAY OF EAST 5 STREET, 30
 LA1286'FEET NORTH OF THE CENTER LINE OF EAST 5 STREET,
 LA1286'65 FEET WEST OF
 LA1286'THE NURSERY ROAD, 1 FOOT SOUTH OF FENCE LINE, AND IS FLUSH WITH
 LA1286'THE GROUND.
 LA1286'
 LA1286'TO REACH FROM THE COURTHOUSE, GO NORTH ON STATE HIGHWAY 9
 LA1286'FOR ABOUT 1.5
 LA1286'MILES TO A T PAVED ROAD LEADING EAST, THENCE EAST
 LA1286'0.9 MILE TO T GRAVEL ROAD
 LA1286'LEADING SOUTH, THENCE SOUTH 0.6 MILE
 LA1286'TO EAST 5 STREET, AND STATION.
 LA1286'
 LA1286'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 LA1286'IN CONCRETE.
 LA1286'
 LA1286'REFERENCE MARK NO. 1 IS WEST OF THE STATION, 30 FEET NORTH OF
 LA1286'EAST 5 STREET, 1
 LA1286'FOOT SOUTH OF FENCE LINE, AND IS FLUSH WITH THE
 LA1286'GROUND.  REFERENCE MARK
 LA1286'NO. 2 IS NORTH-NORTHEAST OF THE
 LA1286'STATION, 1 FOOT WEST OF FENCE LINE, 12 FEET WEST OF
 LA1286'NURSERY ROAD,
 LA1286'ABOUT 150 FEET NORTH OF FENCE LINE, AND PROJECTS 8 INCHES.
 LA1286'THE DISTANCE
 LA1286'BETWEEN THE REFERENCE MARKS IS 228.0 FEET.
 LA1286'
 LA1286'AZIMUTH MARK IS WEST OF THE STATION, 115 FEET EAST OF THE
 LA1286'OLD FOLKS HOME, 10
 LA1286'FEET EAST OF DRIVE, 3 FEET NORTH OF THE WEST
 LA1286'END OF THE SOUTH BACK-STOP OF THE
 LA1286'TENNIS COURTS, 115 FEET SOUTH
 LA1286'OF EAST 5 STREET, AND PROJECTS 8 INCHES.
 LA1286
 LA1286                          STATION RECOVERY (1946)
 LA1286
 LA1286'RECOVERY NOTE BY NATIONAL 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
 LA1286'THE BENCH MARK DESCRIPTIONS EVIDENTLY WRITTEN IN 1946 TOGETHER WITH
 LA1286'A LETTER TO THE DIRECTOR FROM MR. EDWIN J. DENMAN, CITY ENGINEER
 LA1286'OF ANDERSON, ON 13 JUNE 1961 INDICATE THAT THE STATION SURFACE
 LA1286'MARK AND BOTH REFERENCE MARKS HAVE BEEN DESTROYED.  THE DESCRIBED
 LA1286'LOCATION OF THE STATION MARK IS NOW OCCUPIED BY A CONCRETE
 LA1286'SIDEWALK, AND IT IS BELIEVED HIGHLY PROBABLE THAT THE SUBSURFACE
 LA1286'MARK REMAINS UNDISTURBED.
 LA1286'
 LA1286'THE AZIMUTH MARK STAMPED ANDERSON AZIMUTH 1934, PROJECTS 10 INCHES,
 LA1286'IS 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,
 LA1286'8 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
 LA1286'EDGE OF 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.  STATION IS LOCATED AT THE NORTH EDGE OF ANDERSON
 LA1286'AT THE INTERSECTION OF NURSERY AND EAST FIFTH STREETS, IN THE SE ANGLE
 LA1286'OF THE CHURCH OF GOD CAMP GROUNDS.  THE STATION MARK DISK IS A
 LA1286'STANDARD DISK, STAMPED---ANDERSON 1934---.  IT IS SET IN A CONCRETE
 LA1286'POST THAT IS PROTECTED BY A WATER MAIN COVER AND LID OF CAST IRON. IT
 LA1286'IS 62 FT (18.9 M) W OF CENTER LINE OF NURSERY STREET, 22 FT (6.7 M) N
 LA1286'OF CENTER LINE OF EAST FIFTH STREET, 28 FT (8.5 M) WSW OF FIRE
 LA1286'HYDRANT, 35.5 FT (10.8 M) SW OF POWER LINE POLE 140 177 AND 2.5 FT
 LA1286'(0.8 M) N OF N EDGE OF CURB OF EAST FIFTH STREET.  THE MARK IS UNDER
 LA1286'THE SIDEWALKS SURFACE 8 INCHES.  REFEREENCE MARK 1 IS A STANDARD DISK,
 LA1286'STAMPED---ANDERSON NO 1 1934---.  IT IS SET IN A CONCRETE POST THAT IS
 LA1286'PROTECTED BY A WATER MAIN COVER AND LID OF CAST IRON.  IT IS 25.5 FT
 LA1286'(7.8 M) ESE OF POWER LINE POLE AND LIGHT STANDARD NO 140 194, 22 FT
 LA1286'(6.7 M) N OF CENTER LINE OF EAST FIFTH STREET, 2.5 FT (0.8 M) N OF N
 LA1286'CURB OF EAST FIFTH STREET.  THE MARK IS UNDERGROUND 8 INCHES.
 LA1286'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---ANDERSON 1934 NO 3
 LA1286'1980---.  IT IS 80.5 FT (24.5 M) N OF THE FIRE HYDRANT, 47 FT (14.3 M)
 LA1286'N OF POWER LINE POLE NO 140 176, 27.5 FT (8.4 M) W OF CENETR LINE OF
 LA1286'NURSEY STREET AND 10 FT (3.0 M) W OF W CURBING OF NURSERY STREET.  THE
 LA1286'MARK IS FLUSH.  AZIMUTH MARK IS A STANDARD DISK, STAMPED---ANDERSON
 LA1286'1934 1980---.  IT IS SET IN A CONCRETE POST PROTECTED BY AN WATER MAIN
 LA1286'COVER AND LID OF CAST IRON. IT IS LOCATED NEAR THE SOUTH ENTRANCE OF
 LA1286'HARTUNG HALL OF ANDERSON COLLEGE.  70 FT (21.3 M) SE OF THE SE CORNER
 LA1286'OF HARTUNG HALL, 60.5 FT (18.4 M) SE OF THE W DOOR OF THE S ENTRANCE
 LA1286'TO HARTUNG HALL, 25 FT (7.6 M) N OF THE CENTER LINE OF EAST FIFTH
 LA1286'STREET AND 4.5 FT (1.4 M) N OF THE N CURB OF EAST FIFTH STREET.  THE
 LA1286'MARK IS UNDER THE SIDEWALK
 LA1286
 LA1286                          STATION RECOVERY (2001)
 LA1286
 LA1286'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (BJM)
 LA1286'RECOVERED AS DESCRIBED.
 LA1286' 
 LA1286' 
 LA1286' 
 LA1286'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1285 ***********************************************************************
 LA1285  DESIGNATION -  ANDERSON AZ MK
 LA1285  PID         -  LA1285
 LA1285  STATE/COUNTY-  IN/MADISON
 LA1285  USGS QUAD   -  ANDERSON SOUTH (1994)
 LA1285
 LA1285                         *CURRENT SURVEY CONTROL
 LA1285  ___________________________________________________________________
 LA1285* NAD 83(1986)-  40 06 39.     (N)    085 39 44.     (W)     SCALED    
 LA1285* NAVD 88     -       272.299  (meters)     893.37   (feet)  ADJUSTED  
 LA1285  ___________________________________________________________________
 LA1285  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LA1285  DYNAMIC HT  -         272.153 (meters)     892.89  (feet)  COMP
 LA1285  MODELED GRAV-     980,083.0   (mgal)                       NAVD 88
 LA1285
 LA1285  VERT ORDER  -  FIRST     CLASS II
 LA1285
 LA1285.The horizontal coordinates were scaled from a topographic map and have
 LA1285.an estimated accuracy of +/- 6 seconds.
 LA1285
 LA1285.The orthometric height was determined by differential leveling
 LA1285.and adjusted by the National Geodetic Survey in June 1991..
 LA1285
 LA1285.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1285.See file dsdata.txt to determine how the superseded data were derived.
 LA1285
 LA1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK140409(NAD 83)
 LA1285_MARKER: DZ = AZIMUTH MARK DISK
 LA1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1285_STAMPING: ANDERSON AZIMUTH 1934
 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             NGS
 LA1285  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LA1285
 LA1285                          STATION DESCRIPTION
 LA1285
 LA1285'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA2141 ***********************************************************************
 LA2141  DESIGNATION -  ANDERSON BEL TEL MW KSV 86
 LA2141  PID         -  LA2141
 LA2141  STATE/COUNTY-  IN/MADISON
 LA2141  USGS QUAD   -  ANDERSON SOUTH (1994)
 LA2141
 LA2141                         *CURRENT SURVEY CONTROL
 LA2141  ___________________________________________________________________
 LA2141* NAD 83(1997)-  40 05 36.90433(N)    085 42 55.19457(W)     ADJUSTED  
 LA2141* NAVD 88     -                                                        
 LA2141  ___________________________________________________________________
 LA2141  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 LA2141  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 LA2141
 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
 LA2141.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2141
 LA2141.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2141
 LA2141  NAD 83(1995)-  40 05 36.90457(N)    085 42 55.20873(W) AD(       ) 4
 LA2141  NAD 83(1986)-  40 05 36.90605(N)    085 42 55.20913(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2141.See file dsdata.txt to determine how the superseded data were derived.
 LA2141
 LA2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK0951138935(NAD 83)
 LA2141
 LA2141  HISTORY     - Date     Condition        Report By
 LA2141  HISTORY     - 1970     MONUMENTED       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 = OCTOBER  6, 2006
 LA2132 ***********************************************************************
 LA2132  DESIGNATION -  ANDERSON DELCO REMY CO STACK
 LA2132  PID         -  LA2132
 LA2132  STATE/COUNTY-  IN/MADISON
 LA2132  USGS QUAD   -  ANDERSON SOUTH (1994)
 LA2132
 LA2132                         *CURRENT SURVEY CONTROL
 LA2132  ___________________________________________________________________
 LA2132* NAD 83(1997)-  40 05 28.82429(N)    085 40 08.22044(W)     ADJUSTED  
 LA2132* NAVD 88     -                                                        
 LA2132  ___________________________________________________________________
 LA2132  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 LA2132  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 LA2132
 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
 LA2132.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2132
 LA2132.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2132
 LA2132  NAD 83(1995)-  40 05 28.82442(N)    085 40 08.23373(W) AD(       ) 4
 LA2132  NAD 83(1986)-  40 05 28.82571(N)    085 40 08.23493(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2132.See file dsdata.txt to determine how the superseded data were derived.
 LA2132
 LA2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1346838744(NAD 83)
 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 = OCTOBER  6, 2006
 LA2133 ***********************************************************************
 LA2133  DESIGNATION -  ANDERSON DELCO REMY CO TANK
 LA2133  PID         -  LA2133
 LA2133  STATE/COUNTY-  IN/MADISON
 LA2133  USGS QUAD   -  ANDERSON SOUTH (1994)
 LA2133
 LA2133                         *CURRENT SURVEY CONTROL
 LA2133  ___________________________________________________________________
 LA2133* NAD 83(1997)-  40 05 32.57545(N)    085 40 09.22549(W)     ADJUSTED  
 LA2133* NAVD 88     -                                                        
 LA2133  ___________________________________________________________________
 LA2133  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 LA2133  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 LA2133
 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
 LA2133.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2133
 LA2133.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2133
 LA2133  NAD 83(1995)-  40 05 32.57562(N)    085 40 09.23877(W) AD(       ) 4
 LA2133  NAD 83(1986)-  40 05 32.57725(N)    085 40 09.23977(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2133.See file dsdata.txt to determine how the superseded data were derived.
 LA2133
 LA2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1344338859(NAD 83)
 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 = OCTOBER  6, 2006
 LA2134 ***********************************************************************
 LA2134  DESIGNATION -  ANDERSON IND RR SHOPS N STACK
 LA2134  PID         -  LA2134
 LA2134  STATE/COUNTY-  IN/MADISON
 LA2134  USGS QUAD   -  ANDERSON SOUTH (1994)
 LA2134
 LA2134                         *CURRENT SURVEY CONTROL
 LA2134  ___________________________________________________________________
 LA2134* NAD 83(1997)-  40 07 19.97674(N)    085 40 39.56946(W)     ADJUSTED  
 LA2134* NAVD 88     -                                                        
 LA2134  ___________________________________________________________________
 LA2134  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 LA2134  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 LA2134
 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
 LA2134.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2134
 LA2134.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2134
 LA2134  NAD 83(1995)-  40 07 19.97746(N)    085 40 39.58250(W) AD(       ) 4
 LA2134  NAD 83(1986)-  40 07 19.97894(N)    085 40 39.58389(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2134.See file dsdata.txt to determine how the superseded data were derived.
 LA2134
 LA2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1267542160(NAD 83)
 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 = OCTOBER  6, 2006
 LA2138 ***********************************************************************
 LA2138  DESIGNATION -  ANDERSON IND RR SHOPS S STACK
 LA2138  PID         -  LA2138
 LA2138  STATE/COUNTY-  IN/MADISON
 LA2138  USGS QUAD   -  ANDERSON SOUTH (1994)
 LA2138
 LA2138                         *CURRENT SURVEY CONTROL
 LA2138  ___________________________________________________________________
 LA2138* NAD 83(1997)-  40 07 17.12395(N)    085 40 40.12518(W)     ADJUSTED  
 LA2138* NAVD 88     -                                                        
 LA2138  ___________________________________________________________________
 LA2138  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 LA2138  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 LA2138
 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
 LA2138.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2138
 LA2138.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2138
 LA2138  NAD 83(1995)-  40 07 17.12466(N)    085 40 40.13823(W) AD(       ) 4
 LA2138  NAD 83(1986)-  40 07 17.12603(N)    085 40 40.13940(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2138.See file dsdata.txt to determine how the superseded data were derived.
 LA2138
 LA2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1266342072(NAD 83)
 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 = OCTOBER  6, 2006
 LA2137 ***********************************************************************
 LA2137  DESIGNATION -  ANDERSON MADISON CO CTHSE DOME
 LA2137  PID         -  LA2137
 LA2137  STATE/COUNTY-  IN/MADISON
 LA2137  USGS QUAD   -  ANDERSON SOUTH (1994)
 LA2137
 LA2137                         *CURRENT SURVEY CONTROL
 LA2137  ___________________________________________________________________
 LA2137* NAD 83(1997)-  40 06 26.97449(N)    085 40 43.34540(W)     ADJUSTED  
 LA2137* NAVD 88     -                                                        
 LA2137  ___________________________________________________________________
 LA2137  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 LA2137  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 LA2137
 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
 LA2137.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2137
 LA2137.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2137
 LA2137  NAD 83(1995)-  40 06 26.97507(N)    085 40 43.35853(W) AD(       ) 4
 LA2137  NAD 83(1986)-  40 06 26.97649(N)    085 40 43.35951(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2137.See file dsdata.txt to determine how the superseded data were derived.
 LA2137
 LA2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1261040525(NAD 83)
 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 = OCTOBER  6, 2006
 LA2136 ***********************************************************************
 LA2136  DESIGNATION -  ANDERSON MUN POWER PLANT STACK
 LA2136  PID         -  LA2136
 LA2136  STATE/COUNTY-  IN/MADISON
 LA2136  USGS QUAD   -  ANDERSON SOUTH (1994)
 LA2136
 LA2136                         *CURRENT SURVEY CONTROL
 LA2136  ___________________________________________________________________
 LA2136* NAD 83(1997)-  40 06 19.50714(N)    085 40 23.24349(W)     ADJUSTED  
 LA2136* NAVD 88     -                                                        
 LA2136  ___________________________________________________________________
 LA2136  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 LA2136  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LA2136
 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
 LA2136.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2136
 LA2136.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2136
 LA2136  NAD 83(1995)-  40 06 19.50769(N)    085 40 23.25657(W) AD(       ) 4
 LA2136  NAD 83(1986)-  40 06 19.50910(N)    085 40 23.25772(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2136.See file dsdata.txt to determine how the superseded data were derived.
 LA2136
 LA2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1308940301(NAD 83)
 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 = OCTOBER  6, 2006
 LA2140 ***********************************************************************
 LA2140  DESIGNATION -  ANDERSON RAD STA WAFM MAST
 LA2140  PID         -  LA2140
 LA2140  STATE/COUNTY-  IN/MADISON
 LA2140  USGS QUAD   -  ANDERSON SOUTH (1994)
 LA2140
 LA2140                         *CURRENT SURVEY CONTROL
 LA2140  ___________________________________________________________________
 LA2140* NAD 83(1997)-  40 03 43.12372(N)    085 42 34.58963(W)     ADJUSTED  
 LA2140* NAVD 88     -                                                        
 LA2140  ___________________________________________________________________
 LA2140  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 LA2140  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LA2140
 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
 LA2140.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2140
 LA2140.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2140
 LA2140  NAD 83(1995)-  40 03 43.12692(N)    085 42 34.60276(W) AD(       ) 4
 LA2140  NAD 83(1986)-  40 03 43.12581(N)    085 42 34.60419(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2140.See file dsdata.txt to determine how the superseded data were derived.
 LA2140
 LA2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1004935434(NAD 83)
 LA2140
 LA2140  HISTORY     - Date     Condition        Report By
 LA2140  HISTORY     - 1970     MONUMENTED       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 = OCTOBER  6, 2006
 LA2139 ***********************************************************************
 LA2139  DESIGNATION -  ANDERSON RAD STA WHBU MAST
 LA2139  PID         -  LA2139
 LA2139  STATE/COUNTY-  IN/MADISON
 LA2139  USGS QUAD   -  ANDERSON SOUTH (1994)
 LA2139
 LA2139                         *CURRENT SURVEY CONTROL
 LA2139  ___________________________________________________________________
 LA2139* NAD 83(1997)-  40 06 17.39256(N)    085 40 43.47442(W)     ADJUSTED  
 LA2139* NAVD 88     -                                                        
 LA2139  ___________________________________________________________________
 LA2139  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 LA2139  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 LA2139
 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
 LA2139.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2139
 LA2139.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2139
 LA2139  NAD 83(1995)-  40 06 17.39274(N)    085 40 43.48786(W) AD(       ) 4
 LA2139  NAD 83(1986)-  40 06 17.39462(N)    085 40 43.48876(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2139.See file dsdata.txt to determine how the superseded data were derived.
 LA2139
 LA2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1261140229(NAD 83)
 LA2139
 LA2139  HISTORY     - Date     Condition        Report By
 LA2139  HISTORY     - 1970     MONUMENTED       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 = OCTOBER  6, 2006
 LA2135 ***********************************************************************
 LA2135  DESIGNATION -  ANDERSON ST MARYS CATH CHURCH
 LA2135  PID         -  LA2135
 LA2135  STATE/COUNTY-  IN/MADISON
 LA2135  USGS QUAD   -  ANDERSON SOUTH (1994)
 LA2135
 LA2135                         *CURRENT SURVEY CONTROL
 LA2135  ___________________________________________________________________
 LA2135* NAD 83(1997)-  40 06 18.87383(N)    085 40 31.76724(W)     ADJUSTED  
 LA2135* NAVD 88     -                                                        
 LA2135  ___________________________________________________________________
 LA2135  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 LA2135  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LA2135
 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
 LA2135.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2135
 LA2135.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2135
 LA2135  NAD 83(1995)-  40 06 18.87437(N)    085 40 31.78041(W) AD(       ) 4
 LA2135  NAD 83(1986)-  40 06 18.87581(N)    085 40 31.78142(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2135.See file dsdata.txt to determine how the superseded data were derived.
 LA2135
 LA2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1288840279(NAD 83)
 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 = OCTOBER  6, 2006
 LA2448 ***********************************************************************
 LA2448  DESIGNATION -  ANDPORT
 LA2448  PID         -  LA2448
 LA2448  STATE/COUNTY-  IN/MADISON
 LA2448  USGS QUAD   -  MIDDLETOWN (1994)
 LA2448
 LA2448                         *CURRENT SURVEY CONTROL
 LA2448  ___________________________________________________________________
 LA2448* NAD 83(1997)-  40 06 36.54944(N)    085 36 57.95778(W)     ADJUSTED  
 LA2448* NAVD 88     -       271.7    (meters)     891.     (feet)  GPS OBS   
 LA2448  ___________________________________________________________________
 LA2448  X           -     373,405.283 (meters)                     COMP
 LA2448  Y           -  -4,870,726.363 (meters)                     COMP
 LA2448  Z           -   4,087,500.599 (meters)                     COMP
 LA2448  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 LA2448  ELLIP HEIGHT-         237.79  (meters)          (02/24/03) GPS OBS
 LA2448  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 LA2448
 LA2448  HORZ ORDER  -  THIRD
 LA2448  ELLP ORDER  -  FOURTH    CLASS I
 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 February 2003..
 LA2448
 LA2448.The orthometric height was determined by GPS observations and a
 LA2448.high-resolution geoid model.
 LA2448
 LA2448.Photographs are available 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 DEFLEC99 derived deflections.
 LA2448
 LA2448.The ellipsoidal height was determined by GPS observations
 LA2448.and is referenced to NAD 83.
 LA2448
 LA2448.The geoid height was determined by GEOID03.
 LA2448
 LA2448;                    North         East     Units Scale Factor Converg.
 LA2448;SPC IN E     -   539,749.327   104,311.045   MT  0.99996690   +0 01 57.3
 LA2448;SPC IN E     - 1,770,827.58    342,227.15   sFT  0.99996690   +0 01 57.3
 LA2448;UTM  16      - 4,440,900.950   617,941.281   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  =   0.99992960
 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|---------------------------------------------------------------------|
 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(1997)-  40 06 36.54931(N)    085 36 57.95789(W) AD(       ) 3
 LA2448  NAD 83(1997)-  40 06 36.55002(N)    085 36 57.95707(W) AD(       ) 3
 LA2448  ELLIP H (05/25/99)  237.59   (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)          889.     (f) GPS OBS        
 LA2448
 LA2448.Superseded values are not recommended for survey control.
 LA2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2448.See file dsdata.txt to determine how the superseded data were derived.
 LA2448
 LA2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1794140901(NAD 83)
 LA2448_MARKER: DH = HORIZONTAL CONTROL DISK
 LA2448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2448_SP_SET: CONCRETE POST
 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             BUTLER
 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 AND SEUFERT INC 2005 (JRC)
 LA2448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2449 ***********************************************************************
 LA2449  DESIGNATION -  ANDPORT AZ MK
 LA2449  PID         -  LA2449
 LA2449  STATE/COUNTY-  IN/MADISON
 LA2449  USGS QUAD   -  MIDDLETOWN (1994)
 LA2449
 LA2449                         *CURRENT SURVEY CONTROL
 LA2449  ___________________________________________________________________
 LA2449* NAD 83(1997)-  40 06 45.08067(N)    085 37 20.46720(W)     ADJUSTED  
 LA2449* NAVD 88     -       267.4    (meters)     877.     (feet)  GPS OBS   
 LA2449  ___________________________________________________________________
 LA2449  X           -     372,860.551 (meters)                     COMP
 LA2449  Y           -  -4,870,594.739 (meters)                     COMP
 LA2449  Z           -   4,087,699.060 (meters)                     COMP
 LA2449  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 LA2449  ELLIP HEIGHT-         233.46  (meters)          (02/24/03) GPS OBS
 LA2449  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 LA2449
 LA2449  HORZ ORDER  -  THIRD
 LA2449  ELLP ORDER  -  FOURTH    CLASS I
 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 February 2003..
 LA2449
 LA2449.The orthometric height was determined by GPS observations and a
 LA2449.high-resolution geoid model.
 LA2449
 LA2449.Photographs are available 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 DEFLEC99 derived deflections.
 LA2449
 LA2449.The ellipsoidal height was determined by GPS observations
 LA2449.and is referenced to NAD 83.
 LA2449
 LA2449.The geoid height was determined by GEOID03.
 LA2449
 LA2449;                    North         East     Units Scale Factor Converg.
 LA2449;SPC IN E     -   540,012.168   103,777.856   MT  0.99996684   +0 01 42.8
 LA2449;SPC IN E     - 1,771,689.92    340,477.85   sFT  0.99996684   +0 01 42.8
 LA2449;UTM  16      - 4,441,155.716   617,404.315   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  =   0.99993022
 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|---------------------------------------------------------------------|
 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(1997)-  40 06 45.08054(N)    085 37 20.46731(W) AD(       ) 3
 LA2449  NAD 83(1997)-  40 06 45.08176(N)    085 37 20.46697(W) AD(       ) 3
 LA2449  ELLIP H (05/25/99)  234.13   (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)          878.     (f) GPS OBS        
 LA2449
 LA2449.Superseded values are not recommended for survey control.
 LA2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2449.See file dsdata.txt to determine how the superseded data were derived.
 LA2449
 LA2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1740441156(NAD 83)
 LA2449_MARKER: DZ = AZIMUTH MARK DISK
 LA2449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2449_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 LA2173 ***********************************************************************
 LA2173  DESIGNATION -  ANDREWS MUNICIPAL TANK
 LA2173  PID         -  LA2173
 LA2173  STATE/COUNTY-  IN/HUNTINGTON
 LA2173  USGS QUAD   -  ANDREWS (1994)
 LA2173
 LA2173                         *CURRENT SURVEY CONTROL
 LA2173  ___________________________________________________________________
 LA2173* NAD 83(1997)-  40 51 29.73786(N)    085 35 43.55803(W)     ADJUSTED  
 LA2173* NAVD 88     -                                                        
 LA2173  ___________________________________________________________________
 LA2173  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 LA2173  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 LA2173
 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
 LA2173.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2173
 LA2173.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2173
 LA2173  NAD 83(1995)-  40 51 29.74037(N)    085 35 43.56931(W) AD(       ) 4
 LA2173  NAD 83(1986)-  40 51 29.74058(N)    085 35 43.57058(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2173.See file dsdata.txt to determine how the superseded data were derived.
 LA2173
 LA2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1838123972(NAD 83)
 LA2173
 LA2173  HISTORY     - Date     Condition        Report By
 LA2173  HISTORY     - 1948     MONUMENTED       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 = OCTOBER  6, 2006
 JA0450 ***********************************************************************
 JA0450  DESIGNATION -  ANGLE
 JA0450  PID         -  JA0450
 JA0450  STATE/COUNTY-  IN/HARRISON
 JA0450  USGS QUAD   -  LACONIA (1994)
 JA0450
 JA0450                         *CURRENT SURVEY CONTROL
 JA0450  ___________________________________________________________________
 JA0450* NAD 83(1997)-  38 02 20.40109(N)    086 05 06.94585(W)     ADJUSTED  
 JA0450* NAVD 88     -       198.834  (meters)     652.34   (feet)  ADJUSTED  
 JA0450  ___________________________________________________________________
 JA0450  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 JA0450  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JA0450  DYNAMIC HT  -         198.693 (meters)     651.88  (feet)  COMP
 JA0450  MODELED GRAV-     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
 JA0450.and adjusted by the National Geodetic Survey in June 1991..
 JA0450
 JA0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0450
 JA0450.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 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| CG7047 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
 JA0450.Superseded values are not recommended for survey control.
 JA0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0450.See file dsdata.txt to determine how the superseded data were derived.
 JA0450
 JA0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8027010537(NAD 83)
 JA0450_MARKER: DS = TRIANGULATION STATION DISK
 JA0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0450_STAMPING: ANGLE 1947
 JA0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0450+STABILITY: SURFACE MOTION
 JA0450
 JA0450  HISTORY     - Date     Condition        Report By
 JA0450  HISTORY     - 1947     MONUMENTED       CGS
 JA0450  HISTORY     - 1965     GOOD             CGS
 JA0450  HISTORY     - 1965     GOOD             NGS
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2240 ***********************************************************************
 ME2240  DESIGNATION -  ANGLE
 ME2240  PID         -  ME2240
 ME2240  STATE/COUNTY-  IN/ST JOSEPH
 ME2240  USGS QUAD   -  SOUTH BEND WEST (1986)
 ME2240
 ME2240                         *CURRENT SURVEY CONTROL
 ME2240  ___________________________________________________________________
 ME2240* NAD 83(1997)-  41 37 43.08541(N)    086 19 16.37654(W)     ADJUSTED  
 ME2240* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 ME2240  ___________________________________________________________________
 ME2240  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 ME2240  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME2240
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2240
 ME2240.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2240.See file dsdata.txt to determine how the superseded data were derived.
 ME2240
 ME2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5654108768(NAD 83)
 ME2240_MARKER: DS = TRIANGULATION STATION DISK
 ME2240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2240+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 ME2240
 ME2240  HISTORY     - Date     Condition        Report By
 ME2240  HISTORY     - 1952     MONUMENTED       CGS
 ME2240  HISTORY     - 1967     GOOD             CGS
 ME2240  HISTORY     - 20060309 GOOD             INDIV
 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'IT IS 177 FEET NORTHEAST OF THE INTERSECTION OF STATE HIGHWAYS 123
 ME2240'AND 23 AND IRELAND ROAD, 115 FEET
 ME2240'NORTH OF THE CENTER OF STATE HIGHWAY 23, 64 FEET
 ME2240'EAST OF THE CENTER OF STATE HIGHWAY 123.  THE MARK
 ME2240'IS FLUSH AND THE DISK IS STAMPED
 ME2240'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
 ME2240'TELEPHONE POLE AND 1 FOOT NORTHWEST OF A WHITE WITNESS POST.  THE
 ME2240'MARK IS FLUSH AND THE DISK IS
 ME2240'STAMPED ANGLE 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
 ME2240'TELEPHONE POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED ANGLE NO 2
 ME2240'1952.
 ME2240'
 ME2240'AZIMUTH MARK IS 33 FEET NORTH OF THE CENTER OF IRELAND ROAD, 1 FOOT
 ME2240'NORTH OF A POWER LINE POLE
 ME2240'AND 1 FOOT NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 ME2240'EIGHT INCHES AND THE DISK IS
 ME2240'STAMPED ANGLE 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
 ME2240'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
 ME2240'IN GOOD CONDITION.
 ME2240'THE AZIMUTH MARK WAS ON A SMALL HUMP AND ABOUT TO
 ME2240'BE LOST BY GRADING.  A NEW AZIMUTH
 ME2240'MARK WAS ESTABLISHED.  THE DISTANCE
 ME2240'TO THE REFERENCE MARKS CHECKED BUT THE DIRECTION TO
 ME2240'EACH MARK WAS FOUND
 ME2240'TO BE IN ERROR.  THE PREVIOUS DESCRIPTION IS GOOD WITH THE ADDITION
 ME2240'OF THE NEW AZIMUTH MARK.
 ME2240'
 ME2240'THE AZIMUTH MARK IS 75 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 ME2240'EICHSTEDT CABINET
 ME2240'TOP CO. CONCRETE BLOCK OFFICE BUILDING, 33 FEET SOUTH
 ME2240'OF THE CENTERLINE OF IRELAND ROAD, 5
 ME2240'FEET WEST OF A POWER POLE, AND 2
 ME2240'FEET WEST OF A METAL WITNESS POST.  THE MONUMENT
 ME2240'PROJECTS 8 INCHES AND
 ME2240'THE DISK IS STAMPED ANGLE 1952 AZ 2 1967.  THE ARROW ON THE DISK IS
 ME2240'POINTING TO THE
 ME2240'SOUTH OF THE STATION.
 ME2240'
 ME2240'NOTE- THE OLD AZIMUTH MARK WAS THOUGHT TO BE LEANING SLIGHTLY TO
 ME2240'THE EAST BUT NOT
 ME2240'ENOUGH TO CONSIDER LOST.
 ME2240'
 ME2240'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MILES SOUTHWEST
 ME2240'OF 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0452 ***********************************************************************
 JA0452  DESIGNATION -  ANGLE AZ
 JA0452  PID         -  JA0452
 JA0452  STATE/COUNTY-  IN/HARRISON
 JA0452  USGS QUAD   -  LACONIA (1994)
 JA0452
 JA0452                         *CURRENT SURVEY CONTROL
 JA0452  ___________________________________________________________________
 JA0452* NAD 83(1986)-  38 02 30.     (N)    086 05 10.     (W)     SCALED    
 JA0452* NAVD 88     -       200.619  (meters)     658.20   (feet)  ADJUSTED  
 JA0452  ___________________________________________________________________
 JA0452  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JA0452  DYNAMIC HT  -         200.477 (meters)     657.73  (feet)  COMP
 JA0452  MODELED GRAV-     979,916.4   (mgal)                       NAVD 88
 JA0452
 JA0452  VERT ORDER  -  FIRST     CLASS II
 JA0452
 JA0452.The horizontal coordinates were scaled from a topographic map and have
 JA0452.an estimated accuracy of +/- 6 seconds.
 JA0452
 JA0452.The orthometric height was determined by differential leveling
 JA0452.and adjusted by the National Geodetic Survey in June 1991..
 JA0452
 JA0452.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0452.See file dsdata.txt to determine how the superseded data were derived.
 JA0452
 JA0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH801108(NAD 83)
 JA0452_MARKER: DZ = AZIMUTH MARK DISK
 JA0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0452_STAMPING: ANGLE 1947
 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             NGS
 JA0452
 JA0452                          STATION DESCRIPTION
 JA0452
 JA0452'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0451 ***********************************************************************
 JA0451  DESIGNATION -  ANGLE RM 1
 JA0451  PID         -  JA0451
 JA0451  STATE/COUNTY-  IN/HARRISON
 JA0451  USGS QUAD   -  LACONIA (1994)
 JA0451
 JA0451                         *CURRENT SURVEY CONTROL
 JA0451  ___________________________________________________________________
 JA0451* NAD 83(1986)-  38 02 20.     (N)    086 05 07.     (W)     SCALED    
 JA0451* NAVD 88     -       198.238  (meters)     650.39   (feet)  ADJUSTED  
 JA0451  ___________________________________________________________________
 JA0451  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JA0451  DYNAMIC HT  -         198.098 (meters)     649.93  (feet)  COMP
 JA0451  MODELED GRAV-     979,916.2   (mgal)                       NAVD 88
 JA0451
 JA0451  VERT ORDER  -  FIRST     CLASS II
 JA0451
 JA0451.The horizontal coordinates were scaled from a topographic map and have
 JA0451.an estimated accuracy of +/- 6 seconds.
 JA0451
 JA0451.The orthometric height was determined by differential leveling
 JA0451.and adjusted by the National Geodetic Survey in June 1991..
 JA0451
 JA0451.The geoid height was determined by GEOID03.
 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     -   309,890.       63,250.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0451.See file dsdata.txt to determine how the superseded data were derived.
 JA0451
 JA0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH802105(NAD 83)
 JA0451_MARKER: DR = REFERENCE MARK DISK
 JA0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0451_STAMPING: ANGLE NO 1 1947
 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             NGS
 JA0451
 JA0451                          STATION DESCRIPTION
 JA0451
 JA0451'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0449 ***********************************************************************
 JA0449  DESIGNATION -  ANGLE RM 2
 JA0449  PID         -  JA0449
 JA0449  STATE/COUNTY-  IN/HARRISON
 JA0449  USGS QUAD   -  LACONIA (1994)
 JA0449
 JA0449                         *CURRENT SURVEY CONTROL
 JA0449  ___________________________________________________________________
 JA0449* NAD 83(1986)-  38 02 20.     (N)    086 05 07.     (W)     SCALED    
 JA0449* NAVD 88     -       199.071  (meters)     653.12   (feet)  ADJUSTED  
 JA0449  ___________________________________________________________________
 JA0449  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JA0449  DYNAMIC HT  -         198.930 (meters)     652.66  (feet)  COMP
 JA0449  MODELED GRAV-     979,916.2   (mgal)                       NAVD 88
 JA0449
 JA0449  VERT ORDER  -  FIRST     CLASS II
 JA0449
 JA0449.The horizontal coordinates were scaled from a topographic map and have
 JA0449.an estimated accuracy of +/- 6 seconds.
 JA0449
 JA0449.The orthometric height was determined by differential leveling
 JA0449.and adjusted by the National Geodetic Survey in June 1991..
 JA0449
 JA0449.The geoid height was determined by GEOID03.
 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     -   309,890.       63,250.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0449.See file dsdata.txt to determine how the superseded data were derived.
 JA0449
 JA0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH802105(NAD 83)
 JA0449_MARKER: DR = REFERENCE MARK DISK
 JA0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0449_STAMPING: ANGLE NO 2 1947
 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             NGS
 JA0449
 JA0449                          STATION DESCRIPTION
 JA0449
 JA0449'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1471 ***********************************************************************
 MD1471  DESIGNATION -  ANGOLA
 MD1471  PID         -  MD1471
 MD1471  STATE/COUNTY-  IN/STEUBEN
 MD1471  USGS QUAD   -  ANGOLA WEST (1992)
 MD1471
 MD1471                         *CURRENT SURVEY CONTROL
 MD1471  ___________________________________________________________________
 MD1471* NAD 83(1997)-  41 38 03.58147(N)    085 01 41.10706(W)     ADJUSTED  
 MD1471* NAVD 88     -       336.     (meters)    1102.     (feet)  SCALED    
 MD1471  ___________________________________________________________________
 MD1471  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 MD1471  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 MD1471
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1471
 MD1471.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1471.See file dsdata.txt to determine how the superseded data were derived.
 MD1471
 MD1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6424511056(NAD 83)
 MD1471_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1471
 MD1471  HISTORY     - Date     Condition        Report By
 MD1471  HISTORY     - 1946     MONUMENTED       CGS
 MD1471  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MD1471  HISTORY     - 1975     GOOD             NGS
 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
 MD1471'SOUTH OF U.S.  HIGHWAY 20.
 MD1471'IT IS 35 FEET EAST OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD, 24
 MD1471'FEET NORTH OF A 20 INCH OAK TREE, 21
 MD1471'FEET SOUTH OF A 15 INCH HICKORY TREE AND 7 FEET EAST OF
 MD1471'A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4
 MD1471'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
 MD1471'WEST OF THE APPROXIMATE CENTER OF THE ROAD.  THE MARK PROJECTS ABOUT
 MD1471'4 INCHES AND THE DISK IS STAMPED ANGOLA
 MD1471'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
 MD1471'WEST OF THE APPROXIMATE CENTER OF THE ROAD AND ABOUT 60 YARDS SOUTH
 MD1471'OF U.S.  HIGHWAY 20.  THE MARK PROJECTS
 MD1471'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
 MD1471'HIGHWAY 20.  IT IS 49 FEET SOUTH
 MD1471'OF THE CENTER OF THE HIGHWAY, 8 FEET WEST OF A TELEPHONE POLE AND
 MD1471'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
 MD1471'AZIMUTH MARK ON THE LEFT, CONTINUE 0.4 MILE TO A GRAVEL CROSSROAD AND
 MD1471'SIGN TO CROOKED LAKE, TURN LEFT
 MD1471'AND GO 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
 MD1471'MARKS ARE EVIDENTLY REMOVED TO PLACES UNKNOWN.  TWO NEW R.M.S WERE
 MD1471'SET.  GROWING TREES HAVE OBSTRUCTED THE
 MD1471'AZIMUTH MARK THE 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
 MD1471'OF A HILL, ABOUT 87 YARDS S OF CENTER LINE OF THE HIGHWAY, 97 - 1/2
 MD1471'FEET E OF NE CORNER OF BRICK-FRONTED
 MD1471'LARGE BARN, 0.5 FOOT N OF PROJECTED PLANE OF THE N WALL (SAID
 MD1471'BRICK FRONT) OF SAME, 31 FEET EAST OF CENTER
 MD1471'LINE OF GRAVEL ROAD, 5 FEET HIGHER THAN SAME, 25
 MD1471'FEET N OF 24-INCH OAK, 21 - 1/2 FEET S OF 18-INCH HICKORY,
 MD1471'STANDARD DISKS STAMPED ANGOLA 1946 IN 1A
 MD1471'AND 7A MARKS FLUSH 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
 MD1471'OF STATION, 30 FEET E OF CENTER LINE OF ROAD, 12 FEET NE OF 24-INCH
 MD1471'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
 MD1471'THE ROAD, AND 5 FEET SE OF CENTER OF 18-INCH HICKORY.
 MD1471'
 MD1471'AZIMUTH STAMPED ANGOLA 1946, NOTE 16A, PROJECTS 0.3 FOOT, IS ABOUT
 MD1471'0.4 MILE E IN AZIMUTH 263 DEG 27 MIN
 MD1471'04.6 SEC. FROM THE STATION, ABOUT 120 YARDS W OF THE CREST OF A
 MD1471'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
 MD1471'HIGHWAY, 7 FEET W OF A TELEPHONE POLE, AND IN THE
 MD1471'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
 MD1471'IN GOOD CONDITION, HOWEVER THE AZIMUTH MARK WAS OBSTRUCTED BY A
 MD1471'NEW BUILDING.  WIDENING OF THE ROAD WAS THE REASON FOR ESTABLISHING
 MD1471'A NEW STATION AND REFERENCE MARKS 5 AND 6.  THE DISTANCE TO
 MD1471'REFERENCE MARKS 3 AND 4 CHECKED AS DID THE DIRECTION BETWEEN THE
 MD1471'REFERENCE MARKS.  STATION ANGOLA 2 WAS ESTABLISHED AT THIS TIME.
 MD1471'FOR DETAILS SEE DESCRIPTION FOR ANGOLA 2.
 MD1471'
 MD1471'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE WEST EDGE
 MD1471'OF ANGOLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1480 ***********************************************************************
 MD1480  DESIGNATION -  ANGOLA 2
 MD1480  PID         -  MD1480
 MD1480  STATE/COUNTY-  IN/STEUBEN
 MD1480  USGS QUAD   -  ANGOLA WEST (1992)
 MD1480
 MD1480                         *CURRENT SURVEY CONTROL
 MD1480  ___________________________________________________________________
 MD1480* NAD 83(1997)-  41 38 03.67548(N)    085 01 40.29140(W)     ADJUSTED  
 MD1480* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 MD1480  ___________________________________________________________________
 MD1480  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 MD1480  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 MD1480
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1480
 MD1480.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1480.See file dsdata.txt to determine how the superseded data were derived.
 MD1480
 MD1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6426411059(NAD 83)
 MD1480_MARKER: DS = TRIANGULATION STATION DISK
 MD1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1480_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MD1480
 MD1480  HISTORY     - Date     Condition        Report By
 MD1480  HISTORY     - 1975     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1485 ***********************************************************************
 MD1485  DESIGNATION -  ANGOLA ATT MICROWAVE
 MD1485  PID         -  MD1485
 MD1485  STATE/COUNTY-  IN/STEUBEN
 MD1485  USGS QUAD   -  ASHLEY (1993)
 MD1485
 MD1485                         *CURRENT SURVEY CONTROL
 MD1485  ___________________________________________________________________
 MD1485* NAD 83(1997)-  41 37 15.42862(N)    085 01 13.83921(W)     ADJUSTED  
 MD1485* NAVD 88     -                                                        
 MD1485  ___________________________________________________________________
 MD1485  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 MD1485  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 MD1485
 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
 MD1485.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1485
 MD1485.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1485
 MD1485  NAD 83(1995)-  41 37 15.42859(N)    085 01 13.83936(W) AD(       ) 4
 MD1485  NAD 83(1994)-  41 37 15.42831(N)    085 01 13.84053(W) AD(       ) 4
 MD1485  NAD 83(1986)-  41 37 15.43090(N)    085 01 13.85129(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1485.See file dsdata.txt to determine how the superseded data were derived.
 MD1485
 MD1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6491009585(NAD 83)
 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 = OCTOBER  6, 2006
 MD1479 ***********************************************************************
 MD1479  DESIGNATION -  ANGOLA CABLE TV MAST
 MD1479  PID         -  MD1479
 MD1479  STATE/COUNTY-  IN/STEUBEN
 MD1479  USGS QUAD   -  ANGOLA WEST (1992)
 MD1479
 MD1479                         *CURRENT SURVEY CONTROL
 MD1479  ___________________________________________________________________
 MD1479* NAD 83(1997)-  41 40 56.12976(N)    085 00 09.06241(W)     ADJUSTED  
 MD1479* NAVD 88     -                                                        
 MD1479  ___________________________________________________________________
 MD1479  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 MD1479  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 MD1479
 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
 MD1479.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1479
 MD1479.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1479
 MD1479  NAD 83(1995)-  41 40 56.12977(N)    085 00 09.06253(W) AD(       ) 4
 MD1479  NAD 83(1994)-  41 40 56.12982(N)    085 00 09.06348(W) AD(       ) 4
 MD1479  NAD 83(1986)-  41 40 56.13136(N)    085 00 09.07451(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1479.See file dsdata.txt to determine how the superseded data were derived.
 MD1479
 MD1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6625116426(NAD 83)
 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 = OCTOBER  6, 2006
 MD1857 ***********************************************************************
 MD1857  DESIGNATION -  ANGOLA COUNTY COURTHOUSE DOME
 MD1857  PID         -  MD1857
 MD1857  STATE/COUNTY-  IN/STEUBEN
 MD1857  USGS QUAD   -  ANGOLA EAST (1993)
 MD1857
 MD1857                         *CURRENT SURVEY CONTROL
 MD1857  ___________________________________________________________________
 MD1857* NAD 83(1997)-  41 38 03.75964(N)    084 59 56.16208(W)     ADJUSTED  
 MD1857* NAVD 88     -                                                        
 MD1857  ___________________________________________________________________
 MD1857  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 MD1857  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 MD1857
 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
 MD1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1857
 MD1857.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1857
 MD1857  NAD 83(1995)-  41 38 03.75950(N)    084 59 56.16303(W) AD(       ) 4
 MD1857  NAD 83(1994)-  41 38 03.75980(N)    084 59 56.16875(W) AD(       ) 4
 MD1857  NAD 83(1986)-  41 38 03.76053(N)    084 59 56.17496(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1857.See file dsdata.txt to determine how the superseded data were derived.
 MD1857
 MD1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6667311117(NAD 83)
 MD1857
 MD1857  HISTORY     - Date     Condition        Report By
 MD1857  HISTORY     - 1946     MONUMENTED       CGS
 MD1857  HISTORY     - 1960     SEE DESCRIPTION  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.
 MD1857'IT IS A SMALL WHITE
 MD1857'WOODEN DOME ON THE NORTH END OF A 2 STORY RED BRICK BUILDING BUILT IN
 MD1857'1867 AND ABOUT 80 FEET ABOVE THE
 MD1857'GROUND.  THE POINT 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 = OCTOBER  6, 2006
 MD1475 ***********************************************************************
 MD1475  DESIGNATION -  ANGOLA MUNICIPAL TANK
 MD1475  PID         -  MD1475
 MD1475  STATE/COUNTY-  IN/STEUBEN
 MD1475  USGS QUAD   -  ANGOLA WEST (1992)
 MD1475
 MD1475                         *CURRENT SURVEY CONTROL
 MD1475  ___________________________________________________________________
 MD1475* NAD 83(1997)-  41 38 22.29058(N)    085 00 06.50887(W)     ADJUSTED  
 MD1475* NAVD 88     -                                                        
 MD1475  ___________________________________________________________________
 MD1475  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 MD1475  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 MD1475
 MD1475  HORZ ORDER  -  THIRD
 MD1475
 MD1475.The horizontal coordinates were established by classical geodetic methods
 MD1475.and adjusted by the National Geodetic Survey in May 1999..
 MD1475
 MD1475
 MD1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1475
 MD1475.The geoid height was determined by GEOID03.
 MD1475
 MD1475;                    North         East     Units Scale Factor Converg.
 MD1475;SPC IN E     -   709,795.100   155,392.136   MT  1.00000441   +0 26 30.4
 MD1475;SPC IN E     - 2,328,719.42    509,815.70   sFT  1.00000441   +0 26 30.4
 MD1475;UTM  16      - 4,611,682.974   666,420.199   MT  0.99994083   +1 19 40.8
 MD1475
 MD1475                          SUPERSEDED SURVEY CONTROL
 MD1475
 MD1475  NAD 83(1995)-  41 38 22.29048(N)    085 00 06.50971(W) AD(       ) 4
 MD1475  NAD 83(1994)-  41 38 22.29095(N)    085 00 06.51477(W) AD(       ) 4
 MD1475  NAD 83(1986)-  41 38 22.29145(N)    085 00 06.52173(W) AD(       ) 4
 MD1475  NAD 27      -  41 38 22.11000(N)    085 00 06.64700(W) AD(       ) 3
 MD1475
 MD1475.Superseded values are not recommended for survey control.
 MD1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1475.See file dsdata.txt to determine how the superseded data were derived.
 MD1475
 MD1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6642011683(NAD 83)
 MD1475
 MD1475  HISTORY     - Date     Condition        Report By
 MD1475  HISTORY     - 1946     MONUMENTED       CGS
 MD1475  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MD1475
 MD1475                          STATION DESCRIPTION
 MD1475
 MD1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1475'THIS IS AN INTERSECTION STATION.
 MD1475'
 MD1475'STATION IS LOCATED ON THE NORTH SIDE OF WEST MILL STREET, 2 BLOCKS
 MD1475'NORTH OF NORTH WAYNE
 MD1475'STREET IN ANGOLA.  IT IS ABOUT 50 YARDS NORTH OF MILL STREET AND 20
 MD1475'YARDS WEST OF THE MAIN PUMPHOUSE.  IT
 MD1475'IS A CONICAL SHAPED STEEL WATER TANK ATOP A FOUR-LEGGED STEEL
 MD1475'STRUCTURE AND 138 FEET HIGH.  IT IS PAINTED
 MD1475'SILVER WITH THE LEGEND ANGOLA PAINTED IN
 MD1475'LARGE BLACK LETTERS ON THE EAST SIDE OF THE TANK.  THE POINT
 MD1475'OBSERVED ON WAS THE CENTER OF THE
 MD1475'BALL AT THE APEX OF THE ROOF.
 MD1475
 MD1475                          STATION RECOVERY (1960)
 MD1475
 MD1475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1475'THE TANK HAS BEEN COMPLETELY REMOVED EXCEPT THE 7-1/2-FOOT SQUARE
 MD1475'CONCRETE FOUNDATION OF THE 8-INCH
 MD1475'CENTRAL VERTICAL FEED PIPE.  A PIECE OF THE OLD FEED PIPE REMAINS IN
 MD1475'THE FOUNDATION, AND IT IS BELIEVED
 MD1475'THAT THE CENTER OF THIS PIPE AND HOLE IN THE CONCRETE IS
 MD1475'WELL WITHIN A FOOT OF THE SAME POSITION AS WAS
 MD1475'THE OBSERVED APEX OF THE ROOF.  IT IS ABOUT
 MD1475'0.3 MILE N AND 0.15 MILE W OF THE TOWN SQUARE, AT THE MUNICIPAL
 MD1475'WATER PUMPING STATION, 8 YARDS W OF
 MD1475'THE PROJECTED CENTER LINE OF N. WEST STREET, AND ABOUT 50 YARDS N OF
 MD1475'CENTER LINE OF W. MILL STREET.  A
 MD1475'NEW TANK WAS ERECTED AT THE NW CORNER OF THE GROUNDS OF TRI-STATE
 MD1475'ENGINEERING COLLEGE OR ABOUT 0.45 MILE W AND
 MD1475'0.15 MILE S OF THE TOWN SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1470 ***********************************************************************
 MD1470  DESIGNATION -  ANGOLA N IND PUB SER RAD MAST
 MD1470  PID         -  MD1470
 MD1470  STATE/COUNTY-  IN/STEUBEN
 MD1470  USGS QUAD   -  ANGOLA WEST (1992)
 MD1470
 MD1470                         *CURRENT SURVEY CONTROL
 MD1470  ___________________________________________________________________
 MD1470* NAD 83(1997)-  41 38 10.16097(N)    085 00 22.50434(W)     ADJUSTED  
 MD1470* NAVD 88     -                                                        
 MD1470  ___________________________________________________________________
 MD1470  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 MD1470  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 MD1470
 MD1470  HORZ ORDER  -  THIRD
 MD1470
 MD1470.The horizontal coordinates were established by classical geodetic methods
 MD1470.and adjusted by the National Geodetic Survey in May 1999..
 MD1470
 MD1470
 MD1470.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1470
 MD1470.The geoid height was determined by GEOID03.
 MD1470
 MD1470;                    North         East     Units Scale Factor Converg.
 MD1470;SPC IN E     -   709,418.046   155,024.819   MT  1.00000391   +0 26 19.6
 MD1470;SPC IN E     - 2,327,482.37    508,610.59   sFT  1.00000391   +0 26 19.6
 MD1470;UTM  16      - 4,611,300.308   666,058.781   MT  0.99993935   +1 19 29.8
 MD1470
 MD1470                          SUPERSEDED SURVEY CONTROL
 MD1470
 MD1470  NAD 83(1995)-  41 38 10.16085(N)    085 00 22.50515(W) AD(       ) 4
 MD1470  NAD 83(1994)-  41 38 10.16131(N)    085 00 22.51001(W) AD(       ) 4
 MD1470  NAD 83(1986)-  41 38 10.16183(N)    085 00 22.51725(W) AD(       ) 4
 MD1470  NAD 27      -  41 38 09.98000(N)    085 00 22.64200(W) AD(       ) 3
 MD1470
 MD1470.Superseded values are not recommended for survey control.
 MD1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1470.See file dsdata.txt to determine how the superseded data were derived.
 MD1470
 MD1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6605911300(NAD 83)
 MD1470
 MD1470  HISTORY     - Date     Condition        Report By
 MD1470  HISTORY     - 1946     MONUMENTED       CGS
 MD1470  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MD1470
 MD1470                          STATION DESCRIPTION
 MD1470
 MD1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1470'THIS IS AN INTERSECTION STATION.
 MD1470'
 MD1470'STATION IS LOCATED ON THE EAST SIDE OF THE NORTHERN INDIANA PUBLIC
 MD1470'SERVICE CO. BUILDING
 MD1470'LOCATED ON THE SOUTH SIDE OF BROAD STREET AT THE NEW YORK CENTRAL
 MD1470'R.R. TRACKS IN THE CITY OF ANGOLA.  IT
 MD1470'IS A LATTICE TYPE STEEL RADIO MAST, 7 FEET SQUARE AT THE BASE
 MD1470'AND 18 INCHES SQUARE AT THE TOP.  IT IS 166
 MD1470'FEET HIGH AND PAINTED RED AND WHITE WITH A RED
 MD1470'LIGHT AT THE TOP OF THE FRAME.  THE POINT OBSERVED WAS THE
 MD1470'BOTTOM OF THE SMALL AERIAL ON TOP OF
 MD1470'THE FRAME WORK.
 MD1470
 MD1470                          STATION RECOVERY (1960)
 MD1470
 MD1470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1470'THE TRIANGULATION STATION IS DESTROYED.  MR. TUCKER, MANAGER OF THE
 MD1470'LOCAL BRANCH OF THE COMPANY,
 MD1470'STATED THAT THE OLD TOWER WAS TAKEN DOWN AND REERECTED TALLER AT A
 MD1470'LOCATION ABOUT 0.15 MILE NNW OF THE
 MD1470'OLD SITE.  ALL EVIDENCE SUCH AS FOOTINGS WAS REMOVED FROM THE
 MD1470'ORIGINAL LOCATION.  THE POSITION IS
 MD1470'OBLITERATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1473 ***********************************************************************
 MD1473  DESIGNATION -  ANGOLA WEATHERHEAD MFG CO TANK
 MD1473  PID         -  MD1473
 MD1473  STATE/COUNTY-  IN/STEUBEN
 MD1473  USGS QUAD   -  ANGOLA WEST (1992)
 MD1473
 MD1473                         *CURRENT SURVEY CONTROL
 MD1473  ___________________________________________________________________
 MD1473* NAD 83(1997)-  41 38 34.87857(N)    085 00 02.75954(W)     ADJUSTED  
 MD1473* NAVD 88     -                                                        
 MD1473  ___________________________________________________________________
 MD1473  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 MD1473  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 MD1473
 MD1473  HORZ ORDER  -  THIRD
 MD1473
 MD1473.The horizontal coordinates were established by classical geodetic methods
 MD1473.and adjusted by the National Geodetic Survey in May 1999..
 MD1473
 MD1473
 MD1473.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1473
 MD1473.The geoid height was determined by GEOID03.
 MD1473
 MD1473;                    North         East     Units Scale Factor Converg.
 MD1473;SPC IN E     -   710,184.122   155,475.907   MT  1.00000452   +0 26 33.0
 MD1473;SPC IN E     - 2,329,995.74    510,090.54   sFT  1.00000452   +0 26 33.0
 MD1473;UTM  16      - 4,612,073.220   666,497.938   MT  0.99994115   +1 19 43.6
 MD1473
 MD1473                          SUPERSEDED SURVEY CONTROL
 MD1473
 MD1473  NAD 83(1995)-  41 38 34.87849(N)    085 00 02.76033(W) AD(       ) 4
 MD1473  NAD 83(1994)-  41 38 34.87904(N)    085 00 02.76500(W) AD(       ) 4
 MD1473  NAD 83(1986)-  41 38 34.87946(N)    085 00 02.77237(W) AD(       ) 4
 MD1473  NAD 27      -  41 38 34.69800(N)    085 00 02.89800(W) AD(       ) 3
 MD1473
 MD1473.Superseded values are not recommended for survey control.
 MD1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1473.See file dsdata.txt to determine how the superseded data were derived.
 MD1473
 MD1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6649812073(NAD 83)
 MD1473
 MD1473  HISTORY     - Date     Condition        Report By
 MD1473  HISTORY     - 1946     MONUMENTED       CGS
 MD1473  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MD1473
 MD1473                          STATION DESCRIPTION
 MD1473
 MD1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1473'THIS IS AN INTERSECTION STATION.
 MD1473'
 MD1473'STATION IS A CONICAL SHAPED WATER TANK ATOP A FOUR-LEGGED STEEL
 MD1473'STRUCTURE LOCATED ON
 MD1473'THE WEST SIDE OF STOCKER STREET AND ONE BLOCK WEST OF NORTH WAYNE
 MD1473'STREET IN THE CITY OF ANGOLA.  IT IS
 MD1473'ABOUT 125 FEET HIGH, PAINTED BLACK WITH A LARGE BLACK W IN A YELLOW
 MD1473'SHIELD ON ALL FOUR SIDES OF THE TANK.
 MD1473'THE TANK WAS BUILT IN 1946.  THE POINT INTERSECTED
 MD1473'WAS THE SMALL BALL AT THE APEX OF THE ROOF OF THE TANK.
 MD1473
 MD1473                          STATION RECOVERY (1960)
 MD1473
 MD1473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1473'ABOUT 0.6 MILE N ALONG N. WAYNE STREET FROM THE TOWN SQUARE AND
 MD1473'COURTHOUSE IN ANGOLA, ABOUT 120
 MD1473'YARDS W OF THE SAID STREET, ABOUT 55 YARDS N OF CENTER LINE OF
 MD1473'STOCKER STREET, A CYLINDRICAL STEEL
 MD1473'TANK WITH OVAL BOTTOM AND BALL-AT-APEX CONICAL ROOF, FOUR LEGS,
 MD1473'CENTRAL FEED PIPE, AND COMPANY-FOREMAN
 MD1473'REPORTED SAME AS ORIGINALLY CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 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  USGS QUAD   -  ANGOLA WEST (1992)
 MD1896
 MD1896                         *CURRENT SURVEY CONTROL
 MD1896  ___________________________________________________________________
 MD1896* NAD 83(1997)-  41 38 11.44251(N)    085 05 15.78289(W)     ADJUSTED  
 MD1896* NAVD 88     -       299.16   (meters)     981.5    (feet)  GPS OBS   
 MD1896  ___________________________________________________________________
 MD1896  X           -     408,810.056 (meters)                     COMP
 MD1896  Y           -  -4,756,581.378 (meters)                     COMP
 MD1896  Z           -   4,215,692.398 (meters)                     COMP
 MD1896  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 MD1896  ELLIP HEIGHT-         265.95  (meters)          (04/10/98) GPS OBS
 MD1896  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 MD1896
 MD1896  HORZ ORDER  -  B
 MD1896  ELLP ORDER  -  FOURTH    CLASS I
 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 April 1998..
 MD1896
 MD1896.The orthometric height was determined by GPS observations and a
 MD1896.high-resolution geoid model.
 MD1896
 MD1896.GPS derived orthometric heights for airport stations designated as
 MD1896.PACS or SACS are published to 2 decimal places.  This maintains
 MD1896.centimeter relative accuracy between the PACS and SACS.  It does
 MD1896.not indicate centimeter accuracy relative to other marks which are
 MD1896.part of the NAVD 88 network.
 MD1896
 MD1896.Photographs are available 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 DEFLEC99 derived deflections.
 MD1896
 MD1896.The ellipsoidal height was determined by GPS observations
 MD1896.and is referenced to NAD 83.
 MD1896
 MD1896.The geoid height was determined by GEOID03.
 MD1896
 MD1896;                    North         East     Units Scale Factor Converg.
 MD1896;SPC IN E     -   709,408.805   148,236.878   MT  0.99999529   +0 23 04.8
 MD1896;SPC IN E     - 2,327,452.05    486,340.49   sFT  0.99999529   +0 23 04.8
 MD1896;UTM  16      - 4,611,186.098   659,272.296   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|---------------------------------------------------------------------|
 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(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  NGVD 29 (02/23/89)  299.3    (m)          982.     (f) GPS OBS        
 MD1896
 MD1896.Superseded values are not recommended for survey control.
 MD1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1896.See file dsdata.txt to determine how the superseded data were derived.
 MD1896
 MD1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5927211186(NAD 83)
 MD1896_MARKER: DH = HORIZONTAL CONTROL DISK
 MD1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1896_SP_SET: CONCRETE POST
 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 - May 01, 2001
 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
 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' 
 MD1896' 
 MD1896' 
 MD1896'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1897 ***********************************************************************
 MD1897  SACS        -  This is a Secondary Airport Control Station.
 MD1897  DESIGNATION -  ANGPORT AZ MK
 MD1897  PID         -  MD1897
 MD1897  STATE/COUNTY-  IN/STEUBEN
 MD1897  USGS QUAD   -  ANGOLA WEST (1992)
 MD1897
 MD1897                         *CURRENT SURVEY CONTROL
 MD1897  ___________________________________________________________________
 MD1897* NAD 83(1997)-  41 38 29.82368(N)    085 04 49.48877(W)     ADJUSTED  
 MD1897* NAVD 88     -       300.56   (meters)     986.1    (feet)  GPS OBS   
 MD1897  ___________________________________________________________________
 MD1897  X           -     409,384.185 (meters)                     COMP
 MD1897  Y           -  -4,756,154.844 (meters)                     COMP
 MD1897  Z           -   4,216,117.158 (meters)                     COMP
 MD1897  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 MD1897  ELLIP HEIGHT-         267.35  (meters)          (11/27/02) GPS OBS
 MD1897  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 MD1897
 MD1897  HORZ ORDER  -  FIRST
 MD1897  ELLP ORDER  -  FOURTH    CLASS I
 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 November 2002..
 MD1897
 MD1897.The orthometric height was determined by GPS observations and a
 MD1897.high-resolution geoid model.
 MD1897
 MD1897.GPS derived orthometric heights for airport stations designated as
 MD1897.PACS or SACS are published to 2 decimal places.  This maintains
 MD1897.centimeter relative accuracy between the PACS and SACS.  It does
 MD1897.not indicate centimeter accuracy relative to other marks which are
 MD1897.part of the NAVD 88 network.
 MD1897
 MD1897.Photographs are available 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 DEFLEC99 derived deflections.
 MD1897
 MD1897.The ellipsoidal height was determined by GPS observations
 MD1897.and is referenced to NAD 83.
 MD1897
 MD1897.The geoid height was determined by GEOID03.
 MD1897
 MD1897;                    North         East     Units Scale Factor Converg.
 MD1897;SPC IN E     -   709,979.993   148,841.573   MT  0.99999601   +0 23 22.4
 MD1897;SPC IN E     - 2,329,326.03    488,324.39   sFT  0.99999601   +0 23 22.4
 MD1897;UTM  16      - 4,611,766.522   659,868.036   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|---------------------------------------------------------------------|
 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(1997)-  41 38 29.82368(N)    085 04 49.48881(W) AD(       ) 1
 MD1897  NAD 83(1997)-  41 38 29.82379(N)    085 04 49.48858(W) AD(       ) 3
 MD1897  ELLIP H (05/25/99)  267.33   (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  NGVD 29 (02/23/89)  300.7    (m)          987.     (f) GPS OBS        
 MD1897
 MD1897.Superseded values are not recommended for survey control.
 MD1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1897.See file dsdata.txt to determine how the superseded data were derived.
 MD1897
 MD1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5986811767(NAD 83)
 MD1897_MARKER: DZ = AZIMUTH MARK DISK
 MD1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1897_SP_SET: CONCRETE POST
 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 - May 01, 2001
 MD1897
 MD1897  HISTORY     - Date     Condition        Report By
 MD1897  HISTORY     - 1988     MONUMENTED       NGS
 MD1897  HISTORY     - 20010501 GOOD             WOOLPT
 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' 
 MD1897' 
 MD1897'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0067 ***********************************************************************
 LB0067  DESIGNATION -  ANOKA
 LB0067  PID         -  LB0067
 LB0067  STATE/COUNTY-  IN/CASS
 LB0067  USGS QUAD   -  ANOKA (1980)
 LB0067
 LB0067                         *CURRENT SURVEY CONTROL
 LB0067  ___________________________________________________________________
 LB0067* NAD 83(1997)-  40 43 06.24850(N)    086 16 46.54907(W)     ADJUSTED  
 LB0067* NAVD 88     -       221.412  (meters)     726.42   (feet)  ADJUSTED  
 LB0067  ___________________________________________________________________
 LB0067  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 LB0067  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 LB0067  DYNAMIC HT  -         221.305 (meters)     726.06  (feet)  COMP
 LB0067  MODELED GRAV-     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
 LB0067.and adjusted by the National Geodetic Survey in June 1991..
 LB0067.WARNING-Repeat measurements at this control monument indicate possible
 LB0067.vertical movement.
 LB0067
 LB0067.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB0067
 LB0067.The geoid height was determined by GEOID03.
 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;                    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     -   0.99997063  x   0.99999966  =   0.99997029
 LB0067!SPC IN W     -   0.99997063  x   1.00002340  =   0.99999403
 LB0067!UTM  16      -   0.99997063  x   0.99964557  =   0.99961621
 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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  221.523  (m)          726.78   (f) ADJ UNCH    2 0
 LB0067
 LB0067.Superseded values are not recommended for survey control.
 LB0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0067.See file dsdata.txt to determine how the superseded data were derived.
 LB0067
 LB0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6084407747(NAD 83)
 LB0067_MARKER: DS = TRIANGULATION STATION DISK
 LB0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0067_STAMPING: ANOKA 1920
 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             NGS
 LB0067  HISTORY     - 1944     GOOD             CGS
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8284 ***********************************************************************
 AJ8284  SACS        -  This is a Secondary Airport Control Station.
 AJ8284  DESIGNATION -  ANQ A
 AJ8284  PID         -  AJ8284
 AJ8284  STATE/COUNTY-  IN/STEUBEN
 AJ8284  USGS QUAD   -  ANGOLA WEST (1992)
 AJ8284
 AJ8284                         *CURRENT SURVEY CONTROL
 AJ8284  ___________________________________________________________________
 AJ8284* NAD 83(1997)-  41 38 09.75809(N)    085 04 08.49952(W)     ADJUSTED  
 AJ8284* NAVD 88     -       300.47   (meters)     985.8    (feet)  GPS OBS   
 AJ8284  ___________________________________________________________________
 AJ8284  X           -     410,364.678 (meters)                     COMP
 AJ8284  Y           -  -4,756,483.140 (meters)                     COMP
 AJ8284  Z           -   4,215,654.421 (meters)                     COMP
 AJ8284  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AJ8284  ELLIP HEIGHT-         267.25  (meters)          (11/27/02) GPS OBS
 AJ8284  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 AJ8284
 AJ8284  HORZ ORDER  -  FIRST
 AJ8284  ELLP ORDER  -  FOURTH    CLASS I
 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 November 2002..
 AJ8284
 AJ8284.The orthometric height was determined by GPS observations and a
 AJ8284.high-resolution geoid model.
 AJ8284
 AJ8284.GPS derived orthometric heights for airport stations designated as
 AJ8284.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8284.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8284.not indicate centimeter accuracy relative to other marks which are
 AJ8284.part of the NAVD 88 network.
 AJ8284
 AJ8284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8284
 AJ8284.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8284
 AJ8284.The ellipsoidal height was determined by GPS observations
 AJ8284.and is referenced to NAD 83.
 AJ8284
 AJ8284.The geoid height was determined by GEOID03.
 AJ8284
 AJ8284;                    North         East     Units Scale Factor Converg.
 AJ8284;SPC IN E     -   709,367.463   149,794.444   MT  0.99999717   +0 23 49.5
 AJ8284;SPC IN E     - 2,327,316.42    491,450.61   sFT  0.99999717   +0 23 49.5
 AJ8284;UTM  16      - 4,611,168.850   660,830.188   MT  0.99991832   +1 16 59.5
 AJ8284
 AJ8284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8284!SPC IN E     -   0.99995808  x   0.99999717  =   0.99995525
 AJ8284!UTM  16      -   0.99995808  x   0.99991832  =   0.99987641
 AJ8284
 AJ8284                          SUPERSEDED SURVEY CONTROL
 AJ8284
 AJ8284  NAD 83(1997)-  41 38 09.75809(N)    085 04 08.49956(W) AD(       ) 1
 AJ8284
 AJ8284.Superseded values are not recommended for survey control.
 AJ8284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8284.See file dsdata.txt to determine how the superseded data were derived.
 AJ8284
 AJ8284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6083011169(NAD 83)
 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 - May 01, 2001
 AJ8284
 AJ8284  HISTORY     - Date     Condition        Report By
 AJ8284  HISTORY     - 20010501 MONUMENTED       WOOLPT
 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' 
 AJ8284'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2357 ***********************************************************************
 LA2357  DESIGNATION -  ANTIVILLE
 LA2357  PID         -  LA2357
 LA2357  STATE/COUNTY-  IN/JAY
 LA2357  USGS QUAD   -  PORTLAND (1992)
 LA2357
 LA2357                         *CURRENT SURVEY CONTROL
 LA2357  ___________________________________________________________________
 LA2357* NAD 83(1997)-  40 29 52.90160(N)    084 58 41.68174(W)     ADJUSTED  
 LA2357* NAVD 88     -       272.     (meters)     892.     (feet)  SCALED    
 LA2357  ___________________________________________________________________
 LA2357  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 LA2357  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 LA2357
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2357
 LA2357.The geoid height was determined by GEOID03.
 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     -   0.99996262  x   1.00000857  =   0.99997119
 LA2357!UTM  16      -   0.99996262  x   0.99996130  =   0.99992392
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2357.See file dsdata.txt to determine how the superseded data were derived.
 LA2357
 LA2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7132284999(NAD 83)
 LA2357_MARKER: DS = TRIANGULATION STATION DISK
 LA2357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2357_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 LA2357'BRYANT, 72 FEET EAST OF THE CENTER OF U.S. HIGHWAY 27, 52 FEET NORTH
 LA2357'OF THE NORTHWEST CORNER OF A BARN,
 LA2357'39 FEET EAST OF A WIRE FENCE, AND ON LAND OWNED BY
 LA2357'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
 LA2357'PORTLAND, GO NORTH ON U.S. HIGHWAY 27 FOR 4.15 MILES TO A CROSS ROAD
 LA2357'AT THE SMALL SETTLEMENT OF
 LA2357'ANTIVILLE, TURN RIGHT (EAST) AND GO FOR 100 FEET TO A BOARD GATE
 LA2357'ON THE LEFT, TURN LEFT (NORTH) GO
 LA2357'THROUGH GATE AND ACROSS PASTURE LAND FOR ABOUT 125
 LA2357'YARDS TO 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
 LA2357'AZIMUTH MARK ON THE LEFT AS DESCRIBED BELOW.
 LA2357'
 LA2357'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND THE
 LA2357'DISK IS STAMPED ANTIVILLE 1955.
 LA2357'
 LA2357'REFERENCE MARK 1 IS 37 FEET EAST OF THE CENTER OF THE HIGHWAY, 16
 LA2357'FEET NORTH-NORTHEAST OF A TELEPHONE
 LA2357'POLE, AND 4 FEET EAST OF A WIRE FENCE.  THE MARK IS FLUSH WITH
 LA2357'THE GROUND, AND THE DISK IS
 LA2357'STAMPED ANTIVILLE NO 1 1955.
 LA2357'
 LA2357'REFERENCE MARK 2 IS 35 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 LA2357'BARN.  THE MARK IS FLUSH
 LA2357'WITH THE GROUND, AND THE DISK IS STAMPED 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
 LA2357'1.5 FEET SOUTH OF A WHITE 4 BY 4 INCH WITNESS POST.  THE MARK
 LA2357'PROJECTS 5 INCHES, AND THE DISK IS
 LA2357'STAMPED ANTIVILLE 1955.
 LA2357'
 LA2357'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1260 ***********************************************************************
 JA1260  DESIGNATION -  AP 1960 STA B
 JA1260  PID         -  JA1260
 JA1260  STATE/COUNTY-  IN/VANDERBURGH
 JA1260  USGS QUAD   -  EVANSVILLE NORTH (1988)
 JA1260
 JA1260                         *CURRENT SURVEY CONTROL
 JA1260  ___________________________________________________________________
 JA1260* NAD 83(1986)-  38 01 55.     (N)    087 32 04.     (W)     SCALED    
 JA1260* NAVD 88     -       116.175  (meters)     381.15   (feet)  POSTED    
 JA1260  ___________________________________________________________________
 JA1260  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 JA1260  DYNAMIC HT  -         116.100 (meters)     380.90  (feet)  COMP
 JA1260  MODELED GRAV-     979,941.9   (mgal)                       NAVD 88
 JA1260
 JA1260  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JA1260
 JA1260.This mark is at Evansville Airport (EVV)
 JA1260
 JA1260.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JA1260.rate of 4.1 thru 8.0 mm/km.
 JA1260
 JA1260.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1260.See file dsdata.txt to determine how the superseded data were derived.
 JA1260
 JA1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH530094(NAD 83)
 JA1260_MARKER: DT = TOPOGRAPHIC STATION DISK
 JA1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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             NGS
 JA1260
 JA1260                          STATION DESCRIPTION
 JA1260
 JA1260'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 AD8762 ***********************************************************************
 AD8762  CBN         -  This is a Cooperative Base Network Control Station.
 AD8762  PACS        -  This is a Primary Airport Control Station.
 AD8762  DESIGNATION -  AP 1964 STA A2
 AD8762  PID         -  AD8762
 AD8762  STATE/COUNTY-  IN/HOWARD
 AD8762  USGS QUAD   -  MIAMI (1994)
 AD8762
 AD8762                         *CURRENT SURVEY CONTROL
 AD8762  ___________________________________________________________________
 AD8762* NAD 83(1997)-  40 31 58.75570(N)    086 03 41.39953(W)     ADJUSTED  
 AD8762* NAVD 88     -       250.60   (meters)     822.2    (feet)  GPS OBS   
 AD8762  ___________________________________________________________________
 AD8762  X           -     333,442.818 (meters)                     COMP
 AD8762  Y           -  -4,843,154.722 (meters)                     COMP
 AD8762  Z           -   4,123,285.175 (meters)                     COMP
 AD8762  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AD8762  ELLIP HEIGHT-         216.23  (meters)          (04/10/98) GPS OBS
 AD8762  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 AD8762
 AD8762  HORZ ORDER  -  B
 AD8762  ELLP ORDER  -  FOURTH    CLASS I
 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 April 1998..
 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 NAVD 88 network.
 AD8762
 AD8762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8762
 AD8762.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8762
 AD8762.The ellipsoidal height was determined by GPS observations
 AD8762.and is referenced to NAD 83.
 AD8762
 AD8762.The geoid height was determined by GEOID03.
 AD8762
 AD8762;                    North         East     Units Scale Factor Converg.
 AD8762;SPC IN E     -   586,773.396    66,548.345   MT  0.99998044   -0 15 23.8
 AD8762;SPC IN E     - 1,925,105.72    218,334.03   sFT  0.99998044   -0 15 23.8
 AD8762;UTM  16      - 4,487,339.450   579,484.330   MT  0.99967776   +0 36 35.8
 AD8762
 AD8762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8762!SPC IN E     -   0.99996608  x   0.99998044  =   0.99994652
 AD8762!UTM  16      -   0.99996608  x   0.99967776  =   0.99964385
 AD8762
 AD8762                          SUPERSEDED SURVEY CONTROL
 AD8762
 AD8762.No superseded survey control is available for this station.
 AD8762
 AD8762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7948487339(NAD 83)
 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_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 - May 20, 1997
 AD8762
 AD8762  HISTORY     - Date     Condition        Report By
 AD8762  HISTORY     - 1964     MONUMENTED       CGS
 AD8762  HISTORY     - 19901017 GOOD             CGS
 AD8762  HISTORY     - 19970520 GOOD             NGS
 AD8762
 AD8762                          STATION DESCRIPTION
 AD8762
 AD8762'DESCRIBED BY COAST AND 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD8773 ***********************************************************************
 AD8773  SACS        -  This is a Secondary Airport Control Station.
 AD8773  DESIGNATION -  AP 1965 STA A2
 AD8773  PID         -  AD8773
 AD8773  STATE/COUNTY-  IN/DELAWARE
 AD8773  USGS QUAD   -  MUNCIE WEST (1992)
 AD8773
 AD8773                         *CURRENT SURVEY CONTROL
 AD8773  ___________________________________________________________________
 AD8773* NAD 83(1997)-  40 14 44.99956(N)    085 24 10.39158(W)     ADJUSTED  
 AD8773* NAVD 88     -       282.92   (meters)     928.2    (feet)  GPS OBS   
 AD8773  ___________________________________________________________________
 AD8773  X           -     390,749.550 (meters)                     COMP
 AD8773  Y           -  -4,859,622.721 (meters)                     COMP
 AD8773  Z           -   4,099,019.164 (meters)                     COMP
 AD8773  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 AD8773  ELLIP HEIGHT-         249.05  (meters)          (08/16/00) GPS OBS
 AD8773  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 AD8773
 AD8773  HORZ ORDER  -  FIRST
 AD8773  ELLP ORDER  -  FOURTH    CLASS I
 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 August 2000..
 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 NAVD 88 network.
 AD8773
 AD8773.Photographs are available 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 DEFLEC99 derived deflections.
 AD8773
 AD8773.The ellipsoidal height was determined by GPS observations
 AD8773.and is referenced to NAD 83.
 AD8773
 AD8773.The geoid height was determined by GEOID03.
 AD8773
 AD8773;                    North         East     Units Scale Factor Converg.
 AD8773;SPC IN E     -   554,846.686   122,443.482   MT  0.99997286   +0 10 13.5
 AD8773;SPC IN E     - 1,820,359.50    401,716.66   sFT  0.99997286   +0 10 13.5
 AD8773;UTM  16      - 4,456,266.249   635,841.926   MT  0.99982716   +1 01 55.2
 AD8773
 AD8773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8773!SPC IN E     -   0.99996093  x   0.99997286  =   0.99993379
 AD8773!UTM  16      -   0.99996093  x   0.99982716  =   0.99978810
 AD8773
 AD8773:                Primary Azimuth Mark                     Grid Az
 AD8773:SPC IN E     -  AP 1965 STA B2                           135 56 58.8
 AD8773:UTM  16      -  AP 1965 STA B2                           135 05 17.1
 AD8773
 AD8773|---------------------------------------------------------------------|
 AD8773| PID    Reference Object                     Distance      Geod. Az  |
 AD8773|                                                           dddmmss.s |
 AD8773| AD8774 AP 1965 STA B2                      APPROX. 1.6 KM 1360712.3 |
 AD8773|---------------------------------------------------------------------|
 AD8773
 AD8773                          SUPERSEDED SURVEY CONTROL
 AD8773
 AD8773.No superseded survey control is available for this station.
 AD8773
 AD8773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3584256266(NAD 83)
 AD8773_MARKER: DT = TOPOGRAPHIC STATION DISK
 AD8773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8773_STAMPING: AP 1965 STA A2
 AD8773_MARK LOGO: CGS   
 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 - July 10, 2000
 AD8773
 AD8773  HISTORY     - Date     Condition        Report By
 AD8773  HISTORY     - 1965     MONUMENTED       CGS
 AD8773  HISTORY     - 19901026 GOOD             CGS
 AD8773  HISTORY     - 20000710 GOOD             NGS
 AD8773
 AD8773                          STATION DESCRIPTION
 AD8773
 AD8773'DESCRIBED BY COAST AND 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) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD8774 ***********************************************************************
 AD8774  CBN         -  This is a Cooperative Base Network Control Station.
 AD8774  PACS        -  This is a Primary Airport Control Station.
 AD8774  DESIGNATION -  AP 1965 STA B2
 AD8774  PID         -  AD8774
 AD8774  STATE/COUNTY-  IN/DELAWARE
 AD8774  USGS QUAD   -  MUNCIE WEST (1992)
 AD8774
 AD8774                         *CURRENT SURVEY CONTROL
 AD8774  ___________________________________________________________________
 AD8774* NAD 83(1997)-  40 14 08.25098(N)    085 23 24.28375(W)     ADJUSTED  
 AD8774* NAVD 88     -       284.59   (meters)     933.7    (feet)  GPS OBS   
 AD8774  ___________________________________________________________________
 AD8774  X           -     391,894.802 (meters)                     COMP
 AD8774  Y           -  -4,860,266.420 (meters)                     COMP
 AD8774  Z           -   4,098,154.987 (meters)                     COMP
 AD8774  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 AD8774  ELLIP HEIGHT-         250.73  (meters)          (04/10/98) GPS OBS
 AD8774  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 AD8774
 AD8774  HORZ ORDER  -  B
 AD8774  ELLP ORDER  -  FOURTH    CLASS I
 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 April 1998..
 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 NAVD 88 network.
 AD8774
 AD8774.Photographs are available 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 DEFLEC99 derived deflections.
 AD8774
 AD8774.The ellipsoidal height was determined by GPS observations
 AD8774.and is referenced to NAD 83.
 AD8774
 AD8774.The geoid height was determined by GEOID03.
 AD8774
 AD8774;                    North         East     Units Scale Factor Converg.
 AD8774;SPC IN E     -   553,716.560   123,536.752   MT  0.99997348   +0 10 43.2
 AD8774;SPC IN E     - 1,816,651.75    405,303.49   sFT  0.99997348   +0 10 43.2
 AD8774;UTM  16      - 4,455,152.848   636,951.903   MT  0.99983089   +1 02 24.2
 AD8774
 AD8774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8774!SPC IN E     -   0.99996067  x   0.99997348  =   0.99993415
 AD8774!UTM  16      -   0.99996067  x   0.99983089  =   0.99979157
 AD8774
 AD8774:                Primary Azimuth Mark                     Grid Az
 AD8774:SPC IN E     -  AP 1965 STA A2                           315 56 58.9
 AD8774:UTM  16      -  AP 1965 STA A2                           315 05 17.9
 AD8774
 AD8774|---------------------------------------------------------------------|
 AD8774| PID    Reference Object                     Distance      Geod. Az  |
 AD8774|                                                           dddmmss.s |
 AD8774| AD8773 AP 1965 STA A2                      APPROX. 1.6 KM 3160742.1 |
 AD8774|---------------------------------------------------------------------|
 AD8774
 AD8774                          SUPERSEDED SURVEY CONTROL
 AD8774
 AD8774.No superseded survey control is available for this station.
 AD8774
 AD8774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3695255153(NAD 83)
 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_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 - July 10, 2000
 AD8774
 AD8774  HISTORY     - Date     Condition        Report By
 AD8774  HISTORY     - 1965     MONUMENTED       CGS
 AD8774  HISTORY     - 19901026 GOOD             CGS
 AD8774  HISTORY     - 19970520 GOOD             NGS
 AD8774  HISTORY     - 20000710 GOOD             NGS
 AD8774
 AD8774                          STATION DESCRIPTION
 AD8774
 AD8774'DESCRIBED BY COAST AND 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) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0444 ***********************************************************************
 KA0444  DESIGNATION -  AP STA B 1964
 KA0444  PID         -  KA0444
 KA0444  STATE/COUNTY-  IN/MONROE
 KA0444  USGS QUAD   -  BLOOMINGTON (1990)
 KA0444
 KA0444                         *CURRENT SURVEY CONTROL
 KA0444  ___________________________________________________________________
 KA0444* NAD 83(1986)-  39 08 31.     (N)    086 36 44.     (W)     SCALED    
 KA0444* NAVD 88     -       255.015  (meters)     836.66   (feet)  ADJUSTED  
 KA0444  ___________________________________________________________________
 KA0444  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KA0444  DYNAMIC HT  -         254.858 (meters)     836.15  (feet)  COMP
 KA0444  MODELED GRAV-     980,005.7   (mgal)                       NAVD 88
 KA0444
 KA0444  VERT ORDER  -  SECOND    CLASS 0
 KA0444
 KA0444.This mark is at Monroe County Airport (BMG)
 KA0444
 KA0444.The horizontal coordinates were scaled from a topographic map and have
 KA0444.an estimated accuracy of +/- 6 seconds.
 KA0444
 KA0444.The orthometric height was determined by differential leveling
 KA0444.and adjusted by the National Geodetic Survey in June 1991..
 KA0444
 KA0444.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 KA0444;SPC IN W     -   432,360.      940,730.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0444.See file dsdata.txt to determine how the superseded data were derived.
 KA0444
 KA0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ335326(NAD 83)
 KA0444_MARKER: DT = TOPOGRAPHIC STATION DISK
 KA0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0444_STAMPING: AP 1964 STA B
 KA0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0444+STABILITY: SURFACE MOTION
 KA0444
 KA0444  HISTORY     - Date     Condition        Report By
 KA0444  HISTORY     - 1964     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1534 ***********************************************************************
 MD1534  DESIGNATION -  APPLE
 MD1534  PID         -  MD1534
 MD1534  STATE/COUNTY-  IN/DE KALB
 MD1534  USGS QUAD   -  GARRETT (1973)
 MD1534
 MD1534                         *CURRENT SURVEY CONTROL
 MD1534  ___________________________________________________________________
 MD1534* NAD 83(1997)-  41 16 17.05868(N)    085 11 24.17172(W)     ADJUSTED  
 MD1534* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 MD1534  ___________________________________________________________________
 MD1534  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 MD1534  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 MD1534
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1534
 MD1534.The geoid height was determined by GEOID03.
 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  =   0.99984646
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1534.See file dsdata.txt to determine how the superseded data were derived.
 MD1534
 MD1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5159770466(NAD 83)
 MD1534_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1534
 MD1534  HISTORY     - Date     Condition        Report By
 MD1534  HISTORY     - 1946     MONUMENTED       CGS
 MD1534  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MD1534  HISTORY     - 1977     SEE DESCRIPTION  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
 MD1534'HUNTERSTOWN, ALONG THE WEST RIGHT OF WAY LINE OF THE BRANCH OF THE
 MD1534'PENNSYLVANIA RAILROAD AND ABOUT 0.1 MILE
 MD1534'EAST OF STATE HIGHWAY 3.  IT IS 45 FEET SOUTHWEST
 MD1534'OF RAILROAD CROSSING, 33 FEET SOUTHWEST OF THE
 MD1534'WEST TRACK OF THE PENNSYLVANIA RAILROAD
 MD1534'TRACK AND 22 FEET SOUTHEAST OF A STEEL FENCE CORNER.  THE MARK IS
 MD1534'FLUSH AND THE DISK IS STAMPED APPLE
 MD1534'1946.
 MD1534'
 MD1534'REFERENCE MARK NO 1 IS 95.03 FEET SOUTH OF THE STATION, 46 FEET WEST
 MD1534'OF THE WEST RAIL OF THE
 MD1534'PENNSYLVANIA RAILROAD TRACK AND 1 FOOT EAST OF A NORTH-SOUTH FENCE
 MD1534'LINE.  THE MARK PROJECTS ABOUT 2
 MD1534'INCHES AND THE 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
 MD1534'PENNSYLVANIA RAILROAD TRACK, 37 FEET NORTH OF A STEEL FENCE CORNER
 MD1534'AND 3 FEET EAST OF A NORTH-SOUTH
 MD1534'FENCE LINE.  THE MARK IS A 12 BY 12 INCH CONCRETE BLOCK PROJECTING
 MD1534'ABOUT 4 INCHES AND THE DISK IS A STANDARD USC
 MD1534'AND GS BENCH MARK STAMPED Y-162 1946.
 MD1534'
 MD1534'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SOUTHWEST OF THE STATION,
 MD1534'38 FEET EAST OF THE CENTERLINE
 MD1534'OF STATE HIGHWAY NO. 3 AND 4 FEET NORTH OF A TELEPHONE POLE NO.
 MD1534'21226.  THE MARK IS FLUSH WITH THE
 MD1534'SURFACE OF 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
 MD1534'OBLIQUE CROSSING OF THE NOBLE-DEKALB COUNTY LINE.  TURN LEFT HERE AND
 MD1534'GO EAST 0.1 MILE TO THE PENNSYLVANIA
 MD1534'RAILROAD TRACK AND THE STATION ON THE RIGHT AS
 MD1534'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,
 MD1534'TURN LEFT ON STATE HIGHWAY NO. 3 AND GO SOUTH FOR 0.2 MILE TO AZIMUTH
 MD1534'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.
 MD1534'IN LAOTTO TO CROSS ROAD AND TURN LEFT, THENCE 0.1 MILE E ALONG NO. 70
 MD1534'DEKALB COUNTY ROAD TO R.R. CROSSING AND
 MD1534'STATION ON RIGHT, 37 FEET S OF C/L OF GRAVEL ROAD,
 MD1534'32.8 FEET WSW OF W RAIL OF BRANCH OF PENNSYLVANIA
 MD1534'RAILROAD, 2.0 FEET LOWER THAN TOP OF
 MD1534'SAME, 22 FEET SE OF FENCE CORNER, FLUSH 1A AND 7A MARKS, DISKS
 MD1534'STAMPED 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
 MD1534'OF STATION, 46 FEET W OF W RAIL, 132 FEET SSE OR PARALLEL TO R.R.
 MD1534'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
 MD1534'NNW OF STATION, 44.0 FEET WSW OF W RAIL OF R.R., 2.4 FEET LOWER THAN
 MD1534'TOP OF SAME, 56 FEET N OF C/L OF ROAD,
 MD1534'36.5 FEET N OF FENCE CORNER, 2.5 FEET E OF FENCE, AND 2.0
 MD1534'FEET E OF STEEL 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 = OCTOBER  6, 2006
 LA2384 ***********************************************************************
 LA2384  DESIGNATION -  APPLE
 LA2384  PID         -  LA2384
 LA2384  STATE/COUNTY-  IN/ADAMS
 LA2384  USGS QUAD   -  GENEVA (1994)
 LA2384
 LA2384                         *CURRENT SURVEY CONTROL
 LA2384  ___________________________________________________________________
 LA2384* NAD 83(1997)-  40 35 08.81444(N)    084 53 11.40928(W)     ADJUSTED  
 LA2384* NAVD 88     -       259.23   (+/-2cm)     850.5    (feet)  VERTCON   
 LA2384  ___________________________________________________________________
 LA2384  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 LA2384  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 LA2384
 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.The vertical order pertains to the NGVD 29 superseded value.
 LA2384
 LA2384.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2384
 LA2384.The geoid height was determined by GEOID03.
 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;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     -   0.99996459  x   1.00002034  =   0.99998493
 LA2384!SPC OH N     -   0.99996459  x   0.99997429  =   0.99993888
 LA2384!UTM  16      -   0.99996459  x   0.99999380  =   0.99995839
 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 (07/19/86)  259.38   (m)          851.0    (f) LEVELING    3  
 LA2384
 LA2384.Superseded values are not recommended for survey control.
 LA2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2384.See file dsdata.txt to determine how the superseded data were derived.
 LA2384
 LA2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7886394923(NAD 83)
 LA2384_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2384_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LA2384
 LA2384  HISTORY     - Date     Condition        Report By
 LA2384  HISTORY     - 1955     MONUMENTED       CGS
 LA2384  HISTORY     - 1964     SEE DESCRIPTION  CGS
 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
 LA2384'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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2498 ***********************************************************************
 LB2498  CBN         -  This is a Cooperative Base Network Control Station.
 LB2498  DESIGNATION -  ARCADA
 LB2498  PID         -  LB2498
 LB2498  STATE/COUNTY-  IN/HAMILTON
 LB2498  USGS QUAD   -  ARCADIA (1994)
 LB2498
 LB2498                         *CURRENT SURVEY CONTROL
 LB2498  ___________________________________________________________________
 LB2498* NAD 83(1997)-  40 11 15.13982(N)    086 01 24.71861(W)     ADJUSTED  
 LB2498* NAVD 88     -       264.7    (meters)     868.     (feet)  GPS OBS   
 LB2498  ___________________________________________________________________
 LB2498  X           -     338,375.510 (meters)                     COMP
 LB2498  Y           -  -4,867,725.658 (meters)                     COMP
 LB2498  Z           -   4,094,064.208 (meters)                     COMP
 LB2498  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 LB2498  ELLIP HEIGHT-         230.49  (meters)          (04/10/98) GPS OBS
 LB2498  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 LB2498
 LB2498  HORZ ORDER  -  B
 LB2498  ELLP ORDER  -  FOURTH    CLASS I
 LB2498
 LB2498.The horizontal coordinates were established by GPS observations
 LB2498.and adjusted by the National Geodetic Survey in April 1998..
 LB2498
 LB2498.The orthometric height was determined by GPS observations and a
 LB2498.high-resolution geoid model.
 LB2498
 LB2498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2498
 LB2498.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2498
 LB2498.The ellipsoidal height was determined by GPS observations
 LB2498.and is referenced to NAD 83.
 LB2498
 LB2498.The geoid height was determined by GEOID03.
 LB2498
 LB2498;                    North         East     Units Scale Factor Converg.
 LB2498;SPC IN E     -   548,401.658    69,610.324   MT  0.99997803   -0 13 49.0
 LB2498;SPC IN E     - 1,799,214.44    228,379.87   sFT  0.99997803   -0 13 49.0
 LB2498;UTM  16      - 4,449,029.628   583,123.145   MT  0.99968505   +0 37 48.5
 LB2498
 LB2498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2498!SPC IN E     -   0.99996384  x   0.99997803  =   0.99994187
 LB2498!UTM  16      -   0.99996384  x   0.99968505  =   0.99964890
 LB2498
 LB2498|---------------------------------------------------------------------|
 LB2498| PID    Reference Object                     Distance      Geod. Az  |
 LB2498|                                                           dddmmss.s |
 LB2498| CC7741 ARCADA RM                             9.260 METERS 07954     |
 LB2498| LB2497 COX                                 APPROX. 6.6 KM 3553031.4 |
 LB2498|---------------------------------------------------------------------|
 LB2498
 LB2498                          SUPERSEDED SURVEY CONTROL
 LB2498
 LB2498  NAD 83(1986)-  40 11 15.14513(N)    086 01 24.73146(W) AD(       ) 2
 LB2498  NAD 27      -  40 11 15.00600(N)    086 01 24.78500(W) AD(       ) 2
 LB2498  NGVD 29 (07/19/86)  265.52   (m)          871.1    (f) LEVELING    3  
 LB2498
 LB2498.Superseded values are not recommended for survey control.
 LB2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2498.See file dsdata.txt to determine how the superseded data were derived.
 LB2498
 LB2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8312349030(NAD 83)
 LB2498_MARKER: DR = REFERENCE MARK DISK
 LB2498_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LB2498_STAMPING: ARCADA 1920
 LB2498_MARK LOGO: CGS   
 LB2498_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2498+STABILITY: SURFACE MOTION
 LB2498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2498+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1997
 LB2498
 LB2498  HISTORY     - Date     Condition        Report By
 LB2498  HISTORY     - 1920     MONUMENTED       CGS
 LB2498  HISTORY     - 19970812 GOOD             SEC
 LB2498
 LB2498                          STATION DESCRIPTION
 LB2498
 LB2498'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LB2498'STATION IS ABOUT 3/4 MILE N OF ARCADIA ON THE W SIDE OF LAKE
 LB2498'ERIE AND WESTERN RAILROAD, ABOUT 100 YARDS N OF THE FIRST ROAD
 LB2498'CROSSING N OF THE ARCADIA CITY LIMITS, ABOUT 130 YARDS S OF
 LB2498'SEMAPHORE SIGNAL M 32, 30 YARDS NE OF THE JOHN FLANIGAN
 LB2498'HOMESTEAD, 2.220 METERS (7.28 FEET) W OF THE W AND NEAREST RAIL.
 LB2498'
 LB2498'THE STATION, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS SET
 LB2498'IN CONCRETE, AS DESCRIBED.  THE REFERENCE MARK IS ON THE
 LB2498'OPPOSITE SIDE OF THE TRACK NEAR FENCE LINE, 9.26 METERS
 LB2498'(30.38 FEET) FROM THE STATION N 79 DEG 53 MIN E.
 LB2498
 LB2498                          STATION RECOVERY (1997)
 LB2498
 LB2498'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 LB2498'NOTE - REFERENCE TIES AND PREVIOUS DESCRIPTION OF TRIANGULATION
 LB2498'STATION ARCADA FIT THE LOCATION OF A DISC LOCATED 0.4 METERS (1.3 FT)
 LB2498'DOWN BUT THE DISC IS CAST AS A REFERENCE MARK WITH THE USUAL ARROW IN
 LB2498'CENTER.  IT IS SET IN CONCRETE THAT COULD BE THE REMAINS OF THE
 LB2498'ORIGINAL STATION MARK, BROKEN OFF AS IT IS IN AGREEMENT WITH TIES, IT
 LB2498'HAS BEEN OCCUPIED BY GPS AND REDESCRIBED HERE.  STATION IS LOCATED 0.8
 LB2498'MILES (1.3 KM) NORTH OF ARCADIA.  TO REACH STATION FROM ARCADIA, GO
 LB2498'NORTH FROM THE INTERSECTION OF STATE ROAD 19 WITH 266TH STREET ON
 LB2498'STATE ROAD 19 FOR 0.8 MILE (1.3 KM) TO 274TH STREET.  GO WEST 700 FEET
 LB2498'(213.4 M) TO THE INTERSECTION OF 274TH STREET WITH LAKE ERIE AND
 LB2498'WESTERN RAILROAD.  GO NORTH ALONG RAILROAD 95.6 METERS (313.6 FT) TO
 LB2498'THE STATION, 2.2 METERS (7.2 FT) TO THE WEST OF THE INSIDE GAUGE OF
 LB2498'THE WEST RAIL, 0.4 METERS (1.3 FT) BELOW BALLAST OF RAILROAD PLUS OR
 LB2498'MINUS 1 METER (3.3 FT) BELOW RAILS.  AN OLD HOUSE IS PLUS OR MINUS 30
 LB2498'METERS (98.4 FT) TO SOUTHWEST, WEST RAILROAD ROW FENCE IS 4.9 METERS
 LB2498'(16.1 FT) TO WEST, (2) 0.95 METERS (3.12 FT) X 0.95 METERS (3.12 FT)
 LB2498'CONCRETE SIGNAL BASES ARE 133.3 METERS (437.3 FT) TO NORTH AND A
 LB2498'REFERENCE MARK IS 159.22 METERS (522.37 FT) AT AN AZIMUTH OF 80
 LB2498'DEGREES.  REFERENCE MARK IS NEAR EAST ROW FENCE RAILROAD OWNERS
 LB2498'CONTACT - LARRY HOPKINS, HOOSIER HERITAGE PORT AUTHORITY, 11601
 LB2498'MUNICIPAL DRIVE, FISHERS IN 46038, PHONE 317-578-1339.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2499 ***********************************************************************
 LB2499  DESIGNATION -  ARCADIA JENKINS GLASS CO TANK
 LB2499  PID         -  LB2499
 LB2499  STATE/COUNTY-  IN/HAMILTON
 LB2499  USGS QUAD   -  ARCADIA (1994)
 LB2499
 LB2499                         *CURRENT SURVEY CONTROL
 LB2499  ___________________________________________________________________
 LB2499* NAD 83(1997)-  40 10 17.49433(N)    086 01 22.02141(W)     ADJUSTED  
 LB2499* NAVD 88     -                                                        
 LB2499  ___________________________________________________________________
 LB2499  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 LB2499  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 LB2499
 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
 LB2499.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2499
 LB2499.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2499
 LB2499  NAD 83(1986)-  40 10 17.49942(N)    086 01 22.03626(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2499.See file dsdata.txt to determine how the superseded data were derived.
 LB2499
 LB2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8320647253(NAD 83)
 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 = OCTOBER  6, 2006
 LA0945 ***********************************************************************
 LA0945  DESIGNATION -  ARCANA
 LA0945  PID         -  LA0945
 LA0945  STATE/COUNTY-  IN/GRANT
 LA0945  USGS QUAD   -  ROLL (1994)
 LA0945
 LA0945                         *CURRENT SURVEY CONTROL
 LA0945  ___________________________________________________________________
 LA0945* NAD 83(1997)-  40 33 05.76641(N)    085 26 54.75405(W)     ADJUSTED  
 LA0945* NAVD 88     -       266.78   (meters)     875.3    (feet)  RESET     
 LA0945  ___________________________________________________________________
 LA0945  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 LA0945  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 LA0945
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA0945
 LA0945.The geoid height was determined by GEOID03.
 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     -   0.99996351  x   0.99997087  =   0.99993438
 LA0945!UTM  16      -   0.99996351  x   0.99981241  =   0.99977593
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0945.See file dsdata.txt to determine how the superseded data were derived.
 LA0945
 LA0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3136390139(NAD 83)
 LA0945_MARKER: DS = TRIANGULATION STATION DISK
 LA0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0945_STAMPING: ARCANA 1955
 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
 LA0945'OF MONTPELIER, 9 MILES SOUTH OF
 LA0945'WARREN, 2 MILES WEST OF ROLL, 90 FEET NORTHEAST OF THE NORTHEAST
 LA0945'CORNER OF A BARN, 41 FEET SOUTH OF
 LA0945'THE CENTER OF STATE HIGHWAY 18, 25 FEET SOUTHWEST OF A RIGHT-OF-WAY
 LA0945'MARKER POST, 15 FEET NORTH OF A WIRE FENCE AND
 LA0945'A WHITE 4 INCH X 4 INCH WITNESS POST, AND
 LA0945'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
 LA0945'HIGHWAY 3 FOR 7.2 MILES TO THE JUNCTION OF STATE HIGHWAY 18, TURN
 LA0945'LEFT (WEST) ON STATE HIGHWAY 18 FOR 4
 LA0945'MILES TO THE COUNTY LINE, CONTINUE WESTERLY ON THE
 LA0945'HIGHWAY FOR 0.2 MILE TO MR. BANTERS FARM HOME ON
 LA0945'THE LEFT AND THE STATION.
 LA0945'
 LA0945'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE HIGHWAY
 LA0945'FOR 0.85 MILE TO A CONCRETE
 LA0945'BRIDGE AND THE MARK AS DESCRIBED BELOW.
 LA0945'
 LA0945'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND THE
 LA0945'DISK 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
 LA0945'HIGHWAY.  THE MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED ARCANA
 LA0945'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
 LA0945'DRIVEWAY, AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK PROJECTS 7
 LA0945'INCHES, AND THE DISK IS STAMPED
 LA0945'ARCANA NO 2 1955.
 LA0945'
 LA0945'BENCH MARK C 215 WAS USED AS REFERENCE MARK 3.  IT IS 27 FEET SOUTH
 LA0945'OF THE CENTER OF THE HIGHWAY,
 LA0945'18 FEET WEST OF A POWERLINE POLE, 4 FEET WEST OF A FENCE CORNER, 1
 LA0945'FOOT EAST OF A WHITE 4 INCH X 4 INCH
 LA0945'WITNESS POST, AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK IS A
 LA0945'STANDARD USC AND GS BENCH MARK DISK SET IN THE TOP
 LA0945'OF AN 8 INCH X 8 INCH CONCRETE POST, THAT PROJECTS
 LA0945'7 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
 LA0945'OF THE CENTERLINE OF THE HIGHWAY,
 LA0945'3 FEET EAST OF A WHITE 4 INCH X 4 INCH WITNESS POST, AND 1 FOOT NORTH
 LA0945'OF THE WEST END OF A BRIDGE PARAPET.
 LA0945'THE MARK IS A STANDARD USC AND GS BENCH MARK DISK SET IN
 LA0945'CEMENT IN A DRILL HOLE IN THE WEST END OF A BRIDGE
 LA0945'ABUTMENT.  THE MARK IS FLUSH WITH THE
 LA0945'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
 LA0945'WERE FOUND IN GOOD CONDITION.  BENCH MARK B 215 USED AS THE AZIMUTH
 LA0945'MARK 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
 LA0945'FROM.  A NEW DESCRIPTION FOLLOWS--
 LA0945'
 LA0945'THE STATION IS LOCATED ABOUT 11 MILES EAST OF MARION, 10 MILES WEST
 LA0945'OF MONTPELIER AND ON THE PROPERTY OF MR. KENNETH BANTER, 41 FEET
 LA0945'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 18, 126 FEET EAST OF THE
 LA0945'CENTERLINE OF A DRIVEWAY, 15 FEET NORTH OF A FENCE, 35 FEET
 LA0945'NORTHWEST OF A FENCE CORNER, 1 FOOT WEST OF A METAL WITNESS POST AND
 LA0945'ABOUT 100 FEET NORTHEAST OF A LARGE BARN.  THE MONUMENT IS
 LA0945'FLUSH AND THE DISK IS 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
 LA0945'4.2 MILES TO THE STATION ON THE LEFT.
 LA0945'
 LA0945'REFERENCE MARK 1 IS 27 FEET EAST OF A CONCRETE RIGHT-OF-WAY POST,
 LA0945'51 FEET WEST OF A POWER POLE, 1 FOOT SOUTH OF A FENCE AND 27 FEET
 LA0945'NORTH OF THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT PROJECTS 6
 LA0945'INCHES AND 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
 LA0945'A 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
 LA0945'C 215 1947 SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 8
 LA0945'INCHES, 1 FOOT NORTH OF A FENCE, 1 FOOT EAST OF A METAL WITNESS
 LA0945'POST, 29 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 70 FEET
 LA0945'NORTHWEST OF THE NORTHWEST CORNER OF HOUSE AND 66 FEET WEST OF
 LA0945'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 = OCTOBER  6, 2006
 LA0946 ***********************************************************************
 LA0946  DESIGNATION -  ARCANA RM 1
 LA0946  PID         -  LA0946
 LA0946  STATE/COUNTY-  IN/GRANT
 LA0946  USGS QUAD   -  ROLL (1994)
 LA0946
 LA0946                         *CURRENT SURVEY CONTROL
 LA0946  ___________________________________________________________________
 LA0946* NAD 83(1986)-  40 33 05.     (N)    085 26 54.     (W)     SCALED    
 LA0946* NAVD 88     -       267.09   (meters)     876.3    (feet)  RESET     
 LA0946  ___________________________________________________________________
 LA0946  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 LA0946
 LA0946  VERT ORDER  -  THIRD
 LA0946
 LA0946.The horizontal coordinates were scaled from a topographic map and have
 LA0946.an estimated accuracy of +/- 6 seconds.
 LA0946
 LA0946.The orthometric height was computed from unverified reset data.
 LA0946
 LA0946.The geoid height was determined by GEOID03.
 LA0946
 LA0946;                    North         East    Units  Estimated Accuracy
 LA0946;SPC IN E     -   588,770.      118,490.      MT  (+/- 180 meters Scaled)
 LA0946
 LA0946                          SUPERSEDED SURVEY CONTROL
 LA0946
 LA0946.No superseded survey control is available for this station.
 LA0946
 LA0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK313901(NAD 83)
 LA0946_MARKER: DR = REFERENCE MARK DISK
 LA0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0946_STAMPING: ARCANA NO 1 1955
 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 = OCTOBER  6, 2006
 LA0947 ***********************************************************************
 LA0947  DESIGNATION -  ARCANA RM 2
 LA0947  PID         -  LA0947
 LA0947  STATE/COUNTY-  IN/GRANT
 LA0947  USGS QUAD   -  ROLL (1994)
 LA0947
 LA0947                         *CURRENT SURVEY CONTROL
 LA0947  ___________________________________________________________________
 LA0947* NAD 83(1986)-  40 33 05.     (N)    085 26 54.     (W)     SCALED    
 LA0947* NAVD 88     -       266.62   (meters)     874.7    (feet)  RESET     
 LA0947  ___________________________________________________________________
 LA0947  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 LA0947
 LA0947  VERT ORDER  -  THIRD
 LA0947
 LA0947.The horizontal coordinates were scaled from a topographic map and have
 LA0947.an estimated accuracy of +/- 6 seconds.
 LA0947
 LA0947.The orthometric height was computed from unverified reset data.
 LA0947
 LA0947.The geoid height was determined by GEOID03.
 LA0947
 LA0947;                    North         East    Units  Estimated Accuracy
 LA0947;SPC IN E     -   588,770.      118,490.      MT  (+/- 180 meters Scaled)
 LA0947
 LA0947                          SUPERSEDED SURVEY CONTROL
 LA0947
 LA0947.No superseded survey control is available for this station.
 LA0947
 LA0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK313901(NAD 83)
 LA0947_MARKER: DR = REFERENCE MARK DISK
 LA0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0947_STAMPING: ARCANA NO 2 1955
 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 = OCTOBER  6, 2006
 LB2673 ***********************************************************************
 LB2673  DESIGNATION -  AREPORT
 LB2673  PID         -  LB2673
 LB2673  STATE/COUNTY-  IN/TIPPECANOE
 LB2673  USGS QUAD   -  LAFAYETTE EAST (1986)
 LB2673
 LB2673                         *CURRENT SURVEY CONTROL
 LB2673  ___________________________________________________________________
 LB2673* NAD 83(1997)-  40 27 31.88726(N)    086 50 24.28758(W)     ADJUSTED  
 LB2673* NAVD 88     -       184.8    (meters)     606.     (feet)  VERTCON   
 LB2673  ___________________________________________________________________
 LB2673  X           -     267,893.411 (meters)                     COMP
 LB2673  Y           -  -4,852,526.610 (meters)                     COMP
 LB2673  Z           -   4,116,982.781 (meters)                     COMP
 LB2673  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 LB2673  ELLIP HEIGHT-         150.96  (meters)          (05/25/99) GPS OBS
 LB2673  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 LB2673
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2673
 LB2673.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2673
 LB2673.The ellipsoidal height was determined by GPS observations
 LB2673.and is referenced to NAD 83.
 LB2673
 LB2673.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          607.     (f) GPS OBS        
 LB2673
 LB2673.Superseded values are not recommended for survey control.
 LB2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2673.See file dsdata.txt to determine how the superseded data were derived.
 LB2673
 LB2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1355978700(NAD 83)
 LB2673_MARKER: DH = HORIZONTAL CONTROL DISK
 LB2673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2673_SP_SET: CONCRETE POST
 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             BUTLER
 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 AND SEUFERT INC 2004 (JRC)
 LB2673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2674 ***********************************************************************
 LB2674  DESIGNATION -  AREPORT AZ MK
 LB2674  PID         -  LB2674
 LB2674  STATE/COUNTY-  IN/TIPPECANOE
 LB2674  USGS QUAD   -  LAFAYETTE EAST (1986)
 LB2674
 LB2674                         *CURRENT SURVEY CONTROL
 LB2674  ___________________________________________________________________
 LB2674* NAD 83(1997)-  40 27 37.37331(N)    086 50 03.37525(W)     ADJUSTED  
 LB2674* NAVD 88     -       187.4    (meters)     615.     (feet)  VERTCON   
 LB2674  ___________________________________________________________________
 LB2674  X           -     268,379.432 (meters)                     COMP
 LB2674  Y           -  -4,852,391.756 (meters)                     COMP
 LB2674  Z           -   4,117,113.224 (meters)                     COMP
 LB2674  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 LB2674  ELLIP HEIGHT-         153.56  (meters)          (05/25/99) GPS OBS
 LB2674  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 LB2674
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2674
 LB2674.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2674
 LB2674.The ellipsoidal height was determined by GPS observations
 LB2674.and is referenced to NAD 83.
 LB2674
 LB2674.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          615.     (f) GPS OBS        
 LB2674
 LB2674.Superseded values are not recommended for survey control.
 LB2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2674.See file dsdata.txt to determine how the superseded data were derived.
 LB2674
 LB2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1405178870(NAD 83)
 LB2674_MARKER: DZ = AZIMUTH MARK DISK
 LB2674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2674_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 ME2297 ***********************************************************************
 ME2297  DESIGNATION -  ARGOS
 ME2297  PID         -  ME2297
 ME2297  STATE/COUNTY-  IN/MARSHALL
 ME2297  USGS QUAD   -  ARGOS (1994)
 ME2297
 ME2297                         *CURRENT SURVEY CONTROL
 ME2297  ___________________________________________________________________
 ME2297* NAD 83(1997)-  41 12 18.41424(N)    086 13 29.74684(W)     ADJUSTED  
 ME2297* NAVD 88     -       272.     (meters)     892.     (feet)  SCALED    
 ME2297  ___________________________________________________________________
 ME2297  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 ME2297  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME2297
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2297
 ME2297.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2297.See file dsdata.txt to determine how the superseded data were derived.
 ME2297
 ME2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6498261817(NAD 83)
 ME2297_MARKER: DS = TRIANGULATION STATION DISK
 ME2297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2297'119 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 49 FEET
 ME2297'NORTHWEST OF THE SOUTHWEST CORNER
 ME2297'OF A FRAME BARN, 40 FEET WEST OF THE NORTHWEST
 ME2297'CORNER OF THE BARN AND 3 FEET NORTH OF A WHITE
 ME2297'WITNESS POST.  THE MARK IS FLUSH AND THE
 ME2297'DISK IS 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
 ME2297'OF A FENCELINE. THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 ME2297'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
 ME2297'OF A FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 ME2297'ARGOS NO 2 1952.
 ME2297'
 ME2297'AZIMUTH MARK IS 51 FEET EAST OF THE CENTER OF U.S. HIGHWAY 31, 19
 ME2297'FEET NORTH OF THE CENTER OF
 ME2297'A DRIVEWAY, 3 FEET SOUTH OF A WHITE WITNESS POST 3 FEET NORTH OF A
 ME2297'FENCE CORNER AND 1 FOOT WEST OF
 ME2297'A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 ME2297'STAMPED ARGOS 1952.
 ME2297'
 ME2297'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE
 ME2297'HIGHWAY 10 (NORTH MICHIGAN
 ME2297'AND EAST WALNUT STREETS) IN ARGOS, GO SOUTH ON U.S. HIGHWAY 31 FOR
 ME2297'2.35 MILES TO A DRIVEWAY ON THE
 ME2297'LEFT AND THE AZIMUTH MARK ON THE LEFT, TURN LEFT
 ME2297'INTO DRIVEWAY AND GO EAST FOR 0.35 MILE TO A
 ME2297'RAILROAD CROSSING, CONTINUE FOR 0.05
 ME2297'MILE TO A HOUSE AND THE 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
 ME2297'RECOVERED AS DESCRIBED IN 1952.  THE DISTANCE AND THE DIRECTION TO
 ME2297'THE REFERENCE MARKS WERE VERIFIED.  THE DESCRIPTION AND THE
 ME2297'TO REACH IS ADEQUATE, EXCEPT THAT HIGHWAY 31 IS NOW OLD HIGHWAY
 ME2297'31.
 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.
 ME2297'
 ME2297'ADDITIONAL INFORMATION--MARK IS 36 FEET NORTHWEST OF THE SOUTHWEST
 ME2297'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 = OCTOBER  6, 2006
 ME2296 ***********************************************************************
 ME2296  DESIGNATION -  ARGOS MUNICIPAL TANK
 ME2296  PID         -  ME2296
 ME2296  STATE/COUNTY-  IN/MARSHALL
 ME2296  USGS QUAD   -  ARGOS (1994)
 ME2296
 ME2296                         *CURRENT SURVEY CONTROL
 ME2296  ___________________________________________________________________
 ME2296* NAD 83(1997)-  41 14 09.34544(N)    086 14 48.98635(W)     ADJUSTED  
 ME2296* NAVD 88     -                                                        
 ME2296  ___________________________________________________________________
 ME2296  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 ME2296  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 ME2296
 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
 ME2296.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2296
 ME2296.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2296
 ME2296  NAD 83(1986)-  41 14 09.35063(N)    086 14 48.99463(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2296.See file dsdata.txt to determine how the superseded data were derived.
 ME2296
 ME2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6310765221(NAD 83)
 ME2296_MARKER: 53 = ELEVATED TANK
 ME2296_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 MD1613 ***********************************************************************
 MD1613  DESIGNATION -  ARI
 MD1613  PID         -  MD1613
 MD1613  STATE/COUNTY-  IN/NOBLE
 MD1613  USGS QUAD   -  EGE (1965)
 MD1613
 MD1613                         *CURRENT SURVEY CONTROL
 MD1613  ___________________________________________________________________
 MD1613* NAD 83(1997)-  41 15 51.63838(N)    085 15 00.27793(W)     ADJUSTED  
 MD1613* NAVD 88     -       269.     (meters)     883.     (feet)  SCALED    
 MD1613  ___________________________________________________________________
 MD1613  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 MD1613  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 MD1613
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1613
 MD1613.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1613.See file dsdata.txt to determine how the superseded data were derived.
 MD1613
 MD1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4658569579(NAD 83)
 MD1613_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1613
 MD1613  HISTORY     - Date     Condition        Report By
 MD1613  HISTORY     - 1946     MONUMENTED       CGS
 MD1613  HISTORY     - 1963     SEE DESCRIPTION  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
 MD1613'IN THE VILLAGE OF ARI.  IT IS 325 FEET NORTHEAST OF A CROSSROAD, 63
 MD1613'FEET SOUTHEAST OF THE APPROXIMATE
 MD1613'CENTERLINE OF STATE HIGHWAY 205 AND 32 FEET NORTHWEST OF THE
 MD1613'NORTHWEST RAIL OF THE PENNSYLVANIA RAILROAD
 MD1613'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
 MD1613'CENTERLINE OF STATE HIGHWAY 205 AND 45 FEET NORTHWEST OF THE
 MD1613'NORTHWEST RAIL OF THE PENNSYLVANIA
 MD1613'RAILROAD TRACKS.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 MD1613'STAMPED ARI NO 1 1946.
 MD1613'
 MD1613'REFERENCE MARK NO. 2 IS 98.90 FEET NORTHWEST OF THE STATION, 54 FEET
 MD1613'NORTHWEST OF THE APPROXIMATE
 MD1613'CENTERLINE OF STATE HIGHWAY 205, 3 FEET NORTH OF TELEPHONE POLE NO.
 MD1613'R-17182 AND 2 FEET NORTHWEST OF THE
 MD1613'EDGE OF THE HIGHWAY CUT.
 MD1613'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 MD1613'IS 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
 MD1613'OF THE PENNSYLVANIA RAILROAD TRACKS, 28 FEET NORTH OF THE APPROXIMATE
 MD1613'CENTERLINE OF A COUNTY GRAVEL ROAD
 MD1613'AND 3 FEET NORTHEAST OF A TELEPHONE POLE.  THE MARK IS
 MD1613'A 12 BY 12 CONCRETE BLOCK PROJECTING ABOUT 6 INCHES
 MD1613'AND THE DISK IS A STANDARD USC AND GS BENCH
 MD1613'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
 MD1613'FEET NORTH WEST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 205, 3
 MD1613'FEET SOUTH OF A WHITE WITNESS POST AND
 MD1613'1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS
 MD1613'ABOUT 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
 MD1613'NORTHEAST ON 205 FOR 4.2 MILES TO A CROSSROADS AND THE VILLAGE OF ARI
 MD1613'ON THE RIGHT.  CONTINUE ON 205 FOR 100
 MD1613'YARDS TO THE STATION ON THE RIGHT BETWEEN THE HIGHWAY AND
 MD1613'THE RAILROAD.  CONTINUE NORTHEAST ON THE HIGHWAY
 MD1613'FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 MD1613'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
 MD1613'ORIGINALLY DESCRIBED.  ALL ARE IN 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,
 MD1613'OR 4.6 MILES NE ALONG SAME FROM INTERSECTION WITH NO. 33 U.S. HWY. IN
 MD1613'CHURUBUSCO, ABOUT 125 YARDS NE OF
 MD1613'SKEWED CROSSING OF HWY. AND NORTH COUNTY LINE ROAD OF
 MD1613'ALLEN COUNTY, 54 FEET SE OF CENTER LINE OF 20-FOOT
 MD1613'ASPHALT HWY., 2.0 FEET HIGHER THAN SAME,
 MD1613'33.0 FEET NW OF NW RAIL OF BRANCH OF PENNSYLVANIA RAILROAD, DISKS
 MD1613'STAMPED ARI 1946 IN 1A AND 7A MARKS
 MD1613'WITH THE UPPER MARK PROJECTING 0.1 FOOT ABOVE GROUND.
 MD1613'
 MD1613'REF. MARK STAMPED ARI NO 1 1946, NOTE 11A, PROJECTS 0.2 FOOT, IS
 MD1613'74.63 FEET OR 22.747 METERS NE OF
 MD1613'STATION, 44 FT SE OF CENTER LINE OF HWY., 0.4 FOOT LOWER THAN SAME, 42
 MD1613'FEET NW OF NW RAIL OF THE R.R., AND
 MD1613'1.5 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
 MD1613'NW OF C/L OF HWY., 2.3 FEET HIGHER THAN SAME, 3 FEET N OF NO. R-17182
 MD1613'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
 MD1613'SE OF STATION, 31.5 FEET SE OF SE RAIL OF R.R., 25 FEET N OF CENTER
 MD1613'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
 MD1613'THE DISK SALVAGED.  THE AZIMUTH MARK WAS NOT RECOVERED AND ASSUMED
 MD1613'DESTROYED.  A GOOD HOUR WAS SPENT SEARCHING FOR THE AZIMUTH MARK.
 MD1613'THE DISTANCE TO REFERENCE MARK 2 WAS SHORTER BY 0.06 FOOT.  THE
 MD1613'DIRECTION BETWEEN K 197 AND REFERENCE MARK 2 CHECKED.  THE
 MD1613'DISTANCE TO K 197 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
 MD1613'ATTACHED.  IT IS 39 FEET SOUTHEAST OF THE CENTER LINE OF THE
 MD1613'HIGHWAY, 1 FOOT EAST OF A METAL WITNESS POST AND 1 FOOT WEST OF A
 MD1613'METAL WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK
 MD1613'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
 MD1613'OC CHURUBUSCO.
 MD1613'
 MD1613'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 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  USGS QUAD   -  EVANSVILLE NORTH (1988)
 JA1259
 JA1259                         *CURRENT SURVEY CONTROL
 JA1259  ___________________________________________________________________
 JA1259* NAD 83(1997)-  38 02 13.18660(N)    087 31 56.51406(W)     ADJUSTED  
 JA1259* NAVD 88     -       115.965  (meters)     380.46   (feet)  POSTED    
 JA1259  ___________________________________________________________________
 JA1259  X           -     216,565.437 (meters)                     COMP
 JA1259  Y           -  -5,025,302.639 (meters)                     COMP
 JA1259  Z           -   3,908,731.382 (meters)                     COMP
 JA1259  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 JA1259  ELLIP HEIGHT-          84.86  (meters)          (04/10/98) GPS OBS
 JA1259  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 JA1259  DYNAMIC HT  -         115.890 (meters)     380.22  (feet)  COMP
 JA1259  MODELED GRAV-     979,942.1   (mgal)                       NAVD 88
 JA1259
 JA1259  HORZ ORDER  -  B
 JA1259  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 JA1259  ELLP ORDER  -  FOURTH    CLASS I
 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 April 1998..
 JA1259
 JA1259.The orthometric height was determined by differential leveling
 JA1259.and adjusted by the National Geodetic Survey in 1992..
 JA1259.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 JA1259.rate greater than 8.0 mm/km.
 JA1259
 JA1259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA1259
 JA1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1259
 JA1259.The ellipsoidal height was determined by GPS observations
 JA1259.and is referenced to NAD 83.
 JA1259
 JA1259.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JA1259;SPC IN W     -   309,695.536   860,581.480   MT  0.99998580   -0 16 36.1
 JA1259;SPC IN W     - 1,016,059.44  2,823,424.41   sFT  0.99998580   -0 16 36.1
 JA1259;UTM  16      - 4,210,053.580   453,283.102   MT  0.99962688   -0 19 40.9
 JA1259
 JA1259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1259!SPC IN W     -   0.99998668  x   0.99998580  =   0.99997248
 JA1259!UTM  16      -   0.99998668  x   0.99962688  =   0.99961357
 JA1259
 JA1259                          SUPERSEDED SURVEY CONTROL
 JA1259
 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 (04/10/98)  115.97   (m)          380.5    (f) LEVELING    3  
 JA1259  NGVD 29 (??/??/92)  116.061  (m)          380.78   (f) ADJ UNCH    1 2
 JA1259
 JA1259.Superseded values are not recommended for survey control.
 JA1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1259.See file dsdata.txt to determine how the superseded data were derived.
 JA1259
 JA1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5328310054(NAD 83)
 JA1259_MARKER: DT = TOPOGRAPHIC STATION DISK
 JA1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1259_SP_SET: CONCRETE POST
 JA1259_STAMPING: ARP 1960
 JA1259_MARK LOGO: CGS   
 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 - June 28, 1997
 JA1259
 JA1259  HISTORY     - Date     Condition        Report By
 JA1259  HISTORY     - 1960     MONUMENTED       CGS
 JA1259  HISTORY     - 1961     GOOD             CGS
 JA1259  HISTORY     - 1965     GOOD             NGS
 JA1259  HISTORY     - 1966     GOOD             CGS
 JA1259  HISTORY     - 1970     GOOD             NGS
 JA1259  HISTORY     - 1970     GOOD             NGS
 JA1259  HISTORY     - 1973     GOOD             NGS
 JA1259  HISTORY     - 1977     GOOD             NGS
 JA1259  HISTORY     - 1985     GOOD             NGS
 JA1259  HISTORY     - 19940602 GOOD             CGS
 JA1259  HISTORY     - 19950703 MARK NOT FOUND   USPSQD
 JA1259  HISTORY     - 19961115 GOOD             CGS
 JA1259  HISTORY     - 19970528 GOOD             NGS
 JA1259  HISTORY     - 19970628 GOOD             NGS
 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
 JA1259'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
 JA1259'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
 JA1259'SET IN TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS
 JA1259'SET FLUSH WITH THE SURFACE OF
 JA1259'THE GROUND AND IS STAMPED ARP 1960.
 JA1259'THE MARK IS 391 FEET SOUTH OF THE EAST-WEST
 JA1259'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
 JA1259'ARP 1960.  THE DISTANCE IS
 JA1259'67.93 FEET OR 20.706 METERS NORTH.
 JA1259
 JA1259                          STATION RECOVERY (1965)
 JA1259
 JA1259'RECOVERY NOTE BY NATIONAL 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 (1970)
 JA1259
 JA1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JA1259'RECOVERED IN GOOD CONDITION.
 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 COAST AND 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 COAST AND 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.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 JA1259'HIGHWAY 57 IN NORTHEAST EVANSVILLE, GO EASTERLY ON HIGHWAY 57 FOR 1.13
 JA1259'KM (0.70 MI) TO THE AIRPORT ENTRANCE ON RIGHT.  TURN RIGHT, SOUTH ON
 JA1259'THE ENTRANCE ROAD FOR 0.32 KM (0.20 MI) TO A PAVED ROAD RIGHT.  TURN
 JA1259'RIGHT, SOUTHWEST ON THE ROAD FOR 0.16 MI (0.26 KM) TO A LOCKED GATE.
 JA1259'PASS THROUGH GATE AND GO SOUTHWEST FOR 0.16 KM (0.10 MI) TO A ROAD
 JA1259'LEFT ON THE SOUTH SIDE OF THE SAFETY BUILDING. TURN LEFT, EAST ON THE
 JA1259'ROAD FOR 0.16 KM (0.10 MI) TO THE EAST CORNER OF THE NORTH RAMP.  TURN
 JA1259'RIGHT, EAST ACROSS THE RAMP FOR 0.16 KM (0.10 MI) TO CONNECTOR TAXI
 JA1259'A2.  TURN RIGHT, SOUTHEAST FOR 0.08 KM (0.05 MI) TO PARALLEL TAXI A.
 JA1259'TURN RIGHT, SOUTHWEST ALONG THE TAXI FOR 0.64 KM (0.40 MI) TO THE
 JA1259'JUNCTION OF RUNWAY 9-27.  CONTINUE AHEAD, SOUTHWEST, CROSSING RUNWAY
 JA1259'9-27 AND ALONG A TAXI FOR 0.11 KM (0.05 MI) TO THE STATION ON LEFT.
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0149 ***********************************************************************
 KA0149  DESIGNATION -  ARP
 KA0149  PID         -  KA0149
 KA0149  STATE/COUNTY-  IN/MARION
 KA0149  USGS QUAD   -  BRIDGEPORT (1986)
 KA0149
 KA0149                         *CURRENT SURVEY CONTROL
 KA0149  ___________________________________________________________________
 KA0149* NAD 83(1986)-  39 43 39.     (N)    086 17 01.     (W)     SCALED    
 KA0149* NAVD 88     -       242.339  (meters)     795.07   (feet)  ADJUSTED  
 KA0149  ___________________________________________________________________
 KA0149  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KA0149  DYNAMIC HT  -         242.209 (meters)     794.65  (feet)  COMP
 KA0149  MODELED GRAV-     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 topographic map and have
 KA0149.an estimated accuracy of +/- 6 seconds.
 KA0149
 KA0149.The orthometric height was determined by differential leveling
 KA0149.and adjusted by the National Geodetic Survey in June 1991..
 KA0149
 KA0149.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0149.See file dsdata.txt to determine how the superseded data were derived.
 KA0149
 KA0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ613977(NAD 83)
 KA0149_MARKER: DT = TOPOGRAPHIC STATION DISK
 KA0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0149_SP_SET: CONCRETE POST
 KA0149_STAMPING: ARP 1958
 KA0149_MARK LOGO: CGS   
 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       LOCENG
 KA0149  HISTORY     - 1985     GOOD             NGS
 KA0149  HISTORY     - 19980223 MARK NOT FOUND   USPSQD
 KA0149
 KA0149                          STATION DESCRIPTION
 KA0149
 KA0149'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 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 = OCTOBER  6, 2006
 KA0445 ***********************************************************************
 KA0445  DESIGNATION -  ARP 1964
 KA0445  PID         -  KA0445
 KA0445  STATE/COUNTY-  IN/MONROE
 KA0445  USGS QUAD   -  BLOOMINGTON (1990)
 KA0445
 KA0445                         *CURRENT SURVEY CONTROL
 KA0445  ___________________________________________________________________
 KA0445* NAD 83(1986)-  39 08 25.     (N)    086 37 00.     (W)     SCALED    
 KA0445* NAVD 88     -       253.088  (meters)     830.34   (feet)  ADJUSTED  
 KA0445  ___________________________________________________________________
 KA0445  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KA0445  DYNAMIC HT  -         252.932 (meters)     829.83  (feet)  COMP
 KA0445  MODELED GRAV-     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 scaled from a topographic map and have
 KA0445.an estimated accuracy of +/- 6 seconds.
 KA0445
 KA0445.The orthometric height was determined by differential leveling
 KA0445.and adjusted by the National Geodetic Survey in June 1991..
 KA0445
 KA0445.The geoid height was determined by GEOID03.
 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     -   432,170.      940,340.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0445.See file dsdata.txt to determine how the superseded data were derived.
 KA0445
 KA0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ331324(NAD 83)
 KA0445_MARKER: DT = TOPOGRAPHIC STATION DISK
 KA0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0445_STAMPING: ARP 1964
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2498 ***********************************************************************
 JZ2498  DESIGNATION -  ARTHUR
 JZ2498  PID         -  JZ2498
 JZ2498  STATE/COUNTY-  IN/HANCOCK
 JZ2498  USGS QUAD   -  FOUNTAINTOWN (1952)
 JZ2498
 JZ2498                         *CURRENT SURVEY CONTROL
 JZ2498  ___________________________________________________________________
 JZ2498* NAD 83(1997)-  39 44 34.83853(N)    085 47 08.05469(W)     ADJUSTED  
 JZ2498* NAVD 88     -       272.876  (meters)     895.26   (feet)  ADJUSTED  
 JZ2498  ___________________________________________________________________
 JZ2498  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 JZ2498  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ2498  DYNAMIC HT  -         272.719 (meters)     894.75  (feet)  COMP
 JZ2498  MODELED GRAV-     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
 JZ2498.and adjusted by the National Geodetic Survey in June 1991..
 JZ2498
 JZ2498.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2498
 JZ2498.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996251  x   0.99996794  =   0.99993045
 JZ2498!UTM  16      -   0.99996251  x   0.99973329  =   0.99969581
 JZ2498
 JZ2498:                Primary Azimuth Mark                     Grid Az
 JZ2498:SPC IN E     -  GREENFIELD HANCOCK CO CH TWR             017 16 32.4
 JZ2498:UTM  16      -  GREENFIELD HANCOCK CO CH TWR             016 25 23.3
 JZ2498
 JZ2498|---------------------------------------------------------------------|
 JZ2498| PID    Reference Object                     Distance      Geod. Az  |
 JZ2498|                                                           dddmmss.s |
 JZ2498| JZ3392 GREENFIELD HANCOCK CO CH TWR        APPROX. 4.9 KM 0171158.7 |
 JZ2498| JZ2500 ARTHUR AZ MK                                       0285117.9 |
 JZ2498| JZ3384 GREENFIELD AIRWAY BEACON 2          APPROX. 6.0 KM 0340916.5 |
 JZ2498| JZ2499 ARTHUR RM 1                          32.077 METERS 05555     |
 JZ2498| JZ3387 MORRISTOWN MUNICIPAL TANK           APPROX.11.0 KM 1343033.2 |
 JZ2498| JZ3391 NEW PALESTINE ZION EVAN CH          APPROX. 9.2 KM 2542349.2 |
 JZ2498| JZ2497 ARTHUR RM 2                          37.045 METERS 32943     |
 JZ2498| JZ3393 GREENFIELD LILLY BIO LAB TANK       APPROX. 4.4 KM 3480111.2 |
 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
 JZ2498.Superseded values are not recommended for survey control.
 JZ2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2498.See file dsdata.txt to determine how the superseded data were derived.
 JZ2498
 JZ2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0405299940(NAD 83)
 JZ2498_MARKER: DS = TRIANGULATION STATION DISK
 JZ2498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2498_STAMPING: ARTHUR 1939
 JZ2498_MARK LOGO: CGS   
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 JZ2500 ***********************************************************************
 JZ2500  DESIGNATION -  ARTHUR AZ MK
 JZ2500  PID         -  JZ2500
 JZ2500  STATE/COUNTY-  IN/HANCOCK
 JZ2500  USGS QUAD   -  FOUNTAINTOWN (1952)
 JZ2500
 JZ2500                         *CURRENT SURVEY CONTROL
 JZ2500  ___________________________________________________________________
 JZ2500* NAD 83(1986)-  39 44 46.     (N)    085 46 58.     (W)     SCALED    
 JZ2500* NAVD 88     -       273.988  (meters)     898.91   (feet)  ADJUSTED  
 JZ2500  ___________________________________________________________________
 JZ2500  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ2500  DYNAMIC HT  -         273.830 (meters)     898.39  (feet)  COMP
 JZ2500  MODELED GRAV-     980,043.6   (mgal)                       NAVD 88
 JZ2500
 JZ2500  VERT ORDER  -  SECOND    CLASS 0
 JZ2500
 JZ2500.The horizontal coordinates were scaled from a topographic map and have
 JZ2500.an estimated accuracy of +/- 6 seconds.
 JZ2500
 JZ2500.The orthometric height was determined by differential leveling
 JZ2500.and adjusted by the National Geodetic Survey in June 1991..
 JZ2500
 JZ2500.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2500.See file dsdata.txt to determine how the superseded data were derived.
 JZ2500
 JZ2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK042002(NAD 83)
 JZ2500_MARKER: DR = REFERENCE MARK DISK
 JZ2500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2500_STAMPING: ARTHUR AZI 1939
 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             NGS
 JZ2500
 JZ2500                          STATION DESCRIPTION
 JZ2500
 JZ2500'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2499 ***********************************************************************
 JZ2499  DESIGNATION -  ARTHUR RM 1
 JZ2499  PID         -  JZ2499
 JZ2499  STATE/COUNTY-  IN/HANCOCK
 JZ2499  USGS QUAD   -  FOUNTAINTOWN (1952)
 JZ2499
 JZ2499                         *CURRENT SURVEY CONTROL
 JZ2499  ___________________________________________________________________
 JZ2499* NAD 83(1986)-  39 44 35.     (N)    085 47 08.     (W)     SCALED    
 JZ2499* NAVD 88     -       273.383  (meters)     896.92   (feet)  ADJUSTED  
 JZ2499  ___________________________________________________________________
 JZ2499  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ2499  DYNAMIC HT  -         273.226 (meters)     896.41  (feet)  COMP
 JZ2499  MODELED GRAV-     980,043.5   (mgal)                       NAVD 88
 JZ2499
 JZ2499  VERT ORDER  -  SECOND    CLASS 0
 JZ2499
 JZ2499.The horizontal coordinates were scaled from a topographic map and have
 JZ2499.an estimated accuracy of +/- 6 seconds.
 JZ2499
 JZ2499.The orthometric height was determined by differential leveling
 JZ2499.and adjusted by the National Geodetic Survey in June 1991..
 JZ2499
 JZ2499.The geoid height was determined by GEOID03.
 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     -   499,000.       89,810.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2499.See file dsdata.txt to determine how the superseded data were derived.
 JZ2499
 JZ2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ040999(NAD 83)
 JZ2499_MARKER: DR = REFERENCE MARK DISK
 JZ2499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2499_STAMPING: ARTHUR NO 1 1939
 JZ2499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2499+STABILITY: SURFACE MOTION
 JZ2499
 JZ2499  HISTORY     - Date     Condition        Report By
 JZ2499  HISTORY     - 1939     MONUMENTED       CGS
 JZ2499  HISTORY     - 1947     GOOD             NGS
 JZ2499
 JZ2499                          STATION DESCRIPTION
 JZ2499
 JZ2499'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2497 ***********************************************************************
 JZ2497  DESIGNATION -  ARTHUR RM 2
 JZ2497  PID         -  JZ2497
 JZ2497  STATE/COUNTY-  IN/HANCOCK
 JZ2497  USGS QUAD   -  FOUNTAINTOWN (1952)
 JZ2497
 JZ2497                         *CURRENT SURVEY CONTROL
 JZ2497  ___________________________________________________________________
 JZ2497* NAD 83(1986)-  39 44 35.     (N)    085 47 07.     (W)     SCALED    
 JZ2497* NAVD 88     -       273.421  (meters)     897.05   (feet)  ADJUSTED  
 JZ2497  ___________________________________________________________________
 JZ2497  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ2497  DYNAMIC HT  -         273.264 (meters)     896.53  (feet)  COMP
 JZ2497  MODELED GRAV-     980,043.5   (mgal)                       NAVD 88
 JZ2497
 JZ2497  VERT ORDER  -  SECOND    CLASS 0
 JZ2497
 JZ2497.The horizontal coordinates were scaled from a topographic map and have
 JZ2497.an estimated accuracy of +/- 6 seconds.
 JZ2497
 JZ2497.The orthometric height was determined by differential leveling
 JZ2497.and adjusted by the National Geodetic Survey in June 1991..
 JZ2497
 JZ2497.The geoid height was determined by GEOID03.
 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     -   499,000.       89,830.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2497.See file dsdata.txt to determine how the superseded data were derived.
 JZ2497
 JZ2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ040999(NAD 83)
 JZ2497_MARKER: DR = REFERENCE MARK DISK
 JZ2497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2497_STAMPING: ARTHUR NO 2 1939
 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             NGS
 JZ2497  HISTORY     - 19951231 MARK NOT FOUND   IN-059
 JZ2497
 JZ2497                          STATION DESCRIPTION
 JZ2497
 JZ2497'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1813 ***********************************************************************
 MD1813  DESIGNATION -  ARTIC
 MD1813  PID         -  MD1813
 MD1813  STATE/COUNTY-  IN/DE KALB
 MD1813  USGS QUAD   -  BUTLER EAST (1994)
 MD1813
 MD1813                         *CURRENT SURVEY CONTROL
 MD1813  ___________________________________________________________________
 MD1813* NAD 83(1997)-  41 27 29.01810(N)    084 52 17.02522(W)     ADJUSTED  
 MD1813* NAVD 88     -       269.     (meters)     883.     (feet)  SCALED    
 MD1813  ___________________________________________________________________
 MD1813  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 MD1813  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 MD1813
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1813
 MD1813.The geoid height was determined by GEOID03.
 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;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  =   0.99992539
 MD1813!UTM  16      -   0.99996307  x   0.99998896  =   0.99995203
 MD1813
 MD1813:                Primary Azimuth Mark                     Grid Az
 MD1813:SPC IN E     -  BUTLER UNITED MILK PROD CO STK           170 27 49.6
 MD1813:SPC OH N     -  BUTLER UNITED MILK PROD CO STK           172 32 53.6
 MD1813:UTM  16      -  BUTLER UNITED MILK PROD CO STK           169 34 50.4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1813.See file dsdata.txt to determine how the superseded data were derived.
 MD1813
 MD1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7777991795(NAD 83)
 MD1813_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1813
 MD1813  HISTORY     - Date     Condition        Report By
 MD1813  HISTORY     - 1946     MONUMENTED       CGS
 MD1813  HISTORY     - 1960     SEE DESCRIPTION  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
 MD1813'MILES NORTH OF THE MAIN INTERSECTION IN BUTLER.  IT IS 62 FEET
 MD1813'SOUTHEAST OF THE INTERSECTION OF THE TWO
 MD1813'ROADS, 55.8 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A RED BARN, AND
 MD1813'33.5 FEET SOUTHWEST OF THE NORTHWEST
 MD1813'CORNER OF THE BARN.  THE MARK IS FLUSH WITH THE GROUND
 MD1813'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
 MD1813'CENTER OF STATE HIGHWAY 1 AND 9 FEET NORTH OF A TELEPHONE POLE.  THE
 MD1813'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
 MD1813'FEET WEST OF THE APPROXIMATE
 MD1813'CENTER OF HIGHWAY 1 AND 50 FEET SOUTH OF THE APPROXIMATE CENTER OF
 MD1813'THE GRAVEL ROAD.
 MD1813'THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 MD1813'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
 MD1813'WEST OF THE APPROXIMATE CENTER OF THE HIGHWAY,
 MD1813'49 FEET SOUTH OF A 30 INCH MAPLE TREE AND 2
 MD1813'FEET SOUTH OF A WHITE WITNESS POST.
 MD1813'THE MARK IS FLUSH AND THE DISK IS STAMPED ARTIC 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
 MD1813'FROM THE MAIN CORNER IN BUTLER, 43 FEET E OF CENTER LINE OF HWY., 33
 MD1813'FEET S OF CENTER LINE OF E-W GRAVEL
 MD1813'ROAD, 55.8 FEET NW OF SW CORNER OF LARGE BARN, 33.5 FEET
 MD1813'WSW OF NW CORNER OF SAME, STANDARD DISKS STAMPED
 MD1813'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
 MD1813'IN AZIMUTH 171 DEG 37 MIN FROM STATION, 41-1/2 FEET E OF CENTER LINE
 MD1813'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
 MD1813'74 DEG 23 MIN FROM STATION, 54 FEET S OF CENTER LINE OF ROAD, AND
 MD1813'39-1/2 FEET W OF CENTER LINE OF THE
 MD1813'HIGHWAY.
 MD1813'
 MD1813'AZIMUTH STAMPED ARTIC 1946, NOTE 16A, FLUSH, IS 0.6 MILE N OF
 MD1813'STATION, 381 FEET N OF COMMON
 MD1813'CENTER OF HWY. AND AN 8-FOOT METAL CULVERT, 49 FEET S OF CENTER OF
 MD1813'3-FOOT MAPLE TREE, 37 FEET W OF
 MD1813'CENTER LINE OF HWY., 0.9 FOOT LOWER THAN SAME, AND 1.9 FEET S OF
 MD1813'STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2029 ***********************************************************************
 LA2029  DESIGNATION -  ASBUR
 LA2029  PID         -  LA2029
 LA2029  STATE/COUNTY-  IN/WELLS
 LA2029  USGS QUAD   -  MONTPELIER (1962)
 LA2029
 LA2029                         *CURRENT SURVEY CONTROL
 LA2029  ___________________________________________________________________
 LA2029* NAD 83(1997)-  40 34 45.95422(N)    085 22 19.44409(W)     ADJUSTED  
 LA2029* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 LA2029  ___________________________________________________________________
 LA2029  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 LA2029  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 LA2029
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2029
 LA2029.The geoid height was determined by GEOID03.
 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     -   0.99996396  x   0.99997432  =   0.99993828
 LA2029!UTM  16      -   0.99996396  x   0.99983367  =   0.99979764
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2029.See file dsdata.txt to determine how the superseded data were derived.
 LA2029
 LA2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3778193345(NAD 83)
 LA2029_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2029
 LA2029  HISTORY     - Date     Condition        Report By
 LA2029  HISTORY     - 1948     MONUMENTED       CGS
 LA2029  HISTORY     - 1955     SEE DESCRIPTION  CGS
 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
 LA2029'NORTHWEST OF MONTPELIER.  IT IS 114 FEET WEST OF CENTER OF STATE
 LA2029'HIGHWAY 3, 24 FEET SOUTH OF A PRIVATE
 LA2029'DRIVE AND 20 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 LA2029'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 LA2029'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
 LA2029'FEET SOUTH OF A PRIVATE DRIVE.  THE MARK IS FLUSH WITH THE GROUND AND
 LA2029'THE DISK IS STAMPED ASBUR NO 1
 LA2029'1948.
 LA2029'
 LA2029'R 214 (USC AND GS) BM WAS USED AS A REFERENCE MARK.  IT IS 152.38
 LA2029'FEET NORTHEAST OF STATION, 34
 LA2029'FEET EAST OF CENTER OF HIGHWAY 3, 2 FEET SOUTH OF A WHITE WITNESS
 LA2029'POST AND 1 FOOT WEST OF A FENCE.
 LA2029'THE MARK IS AN 8 X 8 INCH CONCRETE POST WHICH PROJECTS ABOUT
 LA2029'3 INCHES AND THE DISK IS A STANDARD USC AND
 LA2029'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
 LA2029'OF CENTER OF A GRAVEL ROAD, 34 FEET WEST OF CENTER OF HIGHWAY 3, 1
 LA2029'FOOT EAST OF A FENCE AND 1 FOOT
 LA2029'NORTH OF A WHITE WITNESS POST.  THE MARK IS AN 8 X 8 INCH
 LA2029'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES
 LA2029'AND THE DISK IS A STANDARD USC AND GS BM DISK
 LA2029'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
 LA2029'FOR 15.2 MILES TO THE JUNCTION OF STATE HIGHWAY 3, TURN LEFT AND GO
 LA2029'NORTH ON HIGHWAY 3 FOR 1.0 MILE TO S
 LA2029'214 (USC AND GS) BM (AZIMUTH) ON LEFT AS DESCRIBED.  CONTINUE
 LA2029'NORTH ON HIGHWAY FOR 0.9 MILE TO STATION ON LEFT
 LA2029'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
 LA2029'DESCRIPTION IS CORRECT AND ADEQUATE.
 LA2029'
 LA2029'THE BENCH MARKS WERE PREVIOUSLY LISTED AS FOLLOWS-
 LA2029'R 214 (USC AND GS)
 LA2029'BM AND S 214 (USC AND GS) BM (AZ. MK.).
 LA2029'
 LA2029'HEIGHT OF LIGHT PLATE- 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1780 ***********************************************************************
 KA1780  DESIGNATION -  ASHBORO
 KA1780  PID         -  KA1780
 KA1780  STATE/COUNTY-  IN/CLAY
 KA1780  USGS QUAD   -  CENTER POINT (1986)
 KA1780
 KA1780                         *CURRENT SURVEY CONTROL
 KA1780  ___________________________________________________________________
 KA1780* NAD 83(1997)-  39 23 10.18972(N)    087 05 44.65091(W)     ADJUSTED  
 KA1780* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 KA1780  ___________________________________________________________________
 KA1780  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 KA1780  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KA1780
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1780
 KA1780.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1780.See file dsdata.txt to determine how the superseded data were derived.
 KA1780
 KA1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9175559635(NAD 83)
 KA1780_MARKER: DS = TRIANGULATION STATION DISK
 KA1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD1482 ***********************************************************************
 MD1482  DESIGNATION -  ASHLEY
 MD1482  PID         -  MD1482
 MD1482  STATE/COUNTY-  IN/DE KALB
 MD1482  USGS QUAD   -  ASHLEY (1993)
 MD1482
 MD1482                         *CURRENT SURVEY CONTROL
 MD1482  ___________________________________________________________________
 MD1482* NAD 83(1997)-  41 31 32.97793(N)    085 04 01.60393(W)     ADJUSTED  
 MD1482* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 MD1482  ___________________________________________________________________
 MD1482  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 MD1482  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 MD1482
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1482
 MD1482.The geoid height was determined by GEOID03.
 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     -   0.99995692  x   0.99999747  =   0.99995439
 MD1482!UTM  16      -   0.99995692  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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1482.See file dsdata.txt to determine how the superseded data were derived.
 MD1482
 MD1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6126498935(NAD 83)
 MD1482_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1482
 MD1482  HISTORY     - Date     Condition        Report By
 MD1482  HISTORY     - 1946     MONUMENTED       CGS
 MD1482  HISTORY     - 1960     SEE DESCRIPTION  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 = OCTOBER  6, 2006
 MD1481 ***********************************************************************
 MD1481  DESIGNATION -  ASHLEY MUNICIPAL TANK
 MD1481  PID         -  MD1481
 MD1481  STATE/COUNTY-  IN/DE KALB
 MD1481  USGS QUAD   -  ASHLEY (1993)
 MD1481
 MD1481                         *CURRENT SURVEY CONTROL
 MD1481  ___________________________________________________________________
 MD1481* NAD 83(1997)-  41 31 33.12453(N)    085 04 03.50823(W)     ADJUSTED  
 MD1481* NAVD 88     -                                                        
 MD1481  ___________________________________________________________________
 MD1481  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 MD1481  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 MD1481
 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
 MD1481.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1481
 MD1481.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1481
 MD1481  NAD 83(1995)-  41 31 33.12449(N)    085 04 03.51014(W) AD(       ) 4
 MD1481  NAD 83(1994)-  41 31 33.12512(N)    085 04 03.52049(W) AD(       ) 4
 MD1481  NAD 83(1986)-  41 31 33.12553(N)    085 04 03.52142(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1481.See file dsdata.txt to determine how the superseded data were derived.
 MD1481
 MD1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6122098939(NAD 83)
 MD1481
 MD1481  HISTORY     - Date     Condition        Report By
 MD1481  HISTORY     - 1946     MONUMENTED       CGS
 MD1481  HISTORY     - 1960     SEE DESCRIPTION  CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2390 ***********************************************************************
 ME2390  DESIGNATION -  ASPHALT
 ME2390  PID         -  ME2390
 ME2390  STATE/COUNTY-  IN/JASPER
 ME2390  USGS QUAD   -  MEDARYVILLE (1962)
 ME2390
 ME2390                         *CURRENT SURVEY CONTROL
 ME2390  ___________________________________________________________________
 ME2390* NAD 83(1997)-  41 05 59.37445(N)    086 58 30.61182(W)     ADJUSTED  
 ME2390* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 ME2390  ___________________________________________________________________
 ME2390  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 ME2390  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME2390
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2390
 ME2390.The geoid height was determined by GEOID03.
 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                                    088 44 56.9
 ME2390:UTM  16      -  Y 110                                    088 48 14.1
 ME2390
 ME2390|---------------------------------------------------------------------|
 ME2390| PID    Reference Object                     Distance      Geod. Az  |
 ME2390|                                                           dddmmss.s |
 ME2390| ME0745 Y 110                                              0884912.9 |
 ME2390| ME2387 MEDARYVILLE MUNICIPAL TANK          APPROX. 7.6 KM 1063211.1 |
 ME2390| CM2703 ASPHALT RM 1                         27.810 METERS 19927     |
 ME2390| CM2704 ASPHALT RM 2                         25.314 METERS 27930     |
 ME2390| CM2705 ASPHALT RM 3                         12.596 METERS 35232     |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2390.See file dsdata.txt to determine how the superseded data were derived.
 ME2390
 ME2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0208549839(NAD 83)
 ME2390_MARKER: DS = TRIANGULATION STATION DISK
 ME2390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2390
 ME2390  HISTORY     - Date     Condition        Report By
 ME2390  HISTORY     - 1952     MONUMENTED       CGS
 ME2390  HISTORY     - 1969     GOOD             CGS
 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
 ME2390'ON PROPERTY OWNED BY BERT DESLEMS.  IT IS 67 FEET SOUTH OF THE CENTER
 ME2390'OF A GRAVEL ROAD, 42 FEET
 ME2390'SOUTHEAST OF A TELEPHONE POLE, 24 FEET WEST OF AN 18 INCH
 ME2390'MAPLE TREE AND 7 FEET WEST OF A WHITE
 ME2390'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 ME2390'DISK 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
 ME2390'STAMPED ASPHALT NO 1 1952.
 ME2390'
 ME2390'REFERENCE MARK NO. 2 IS 53 FEET SOUTH OF THE CENTER OF THE GRAVEL
 ME2390'ROAD AND IN THE NORTHWEST EDGE
 ME2390'OF AN OPEN FIELD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 ME2390'ASPHALT NO 2 1952.
 ME2390'
 ME2390'BENCH MARK Y 110 WAS USED AS THE AZIMUTH MARK AND IS 25 FEET
 ME2390'SOUTHEAST OF THE
 ME2390'INTERSECTION OF A GRAVEL CROSSROAD, 22 FEET SOUTH OF THE CENTER OF
 ME2390'GRAVEL ROAD, 16 FEET EAST OF
 ME2390'THE CENTER OF GRAVEL ROAD AND 1.6 FEET NORTHEAST OF A WHITE WITNESS
 ME2390'POST.  THE MARK IS A BRONZE U.S.
 ME2390'COAST AND GEODETIC SURVEY BENCH MARK DISK SET FLUSH IN A
 ME2390'DRILL HOLE IN THE SOUTHEAST WING OF A
 ME2390'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,
 ME2390'GO SOUTH ON STATE HIGHWAY 49 FOR 6.3 MILES TO A SIDE ROAD LEFT,
 ME2390'TURN LEFT AND GO 2.45 MILES TO A
 ME2390'T-ROAD INTERSECTION, TURN LEFT AND GO NORTH FOR 0.5
 ME2390'MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST
 ME2390'FOR 1.15 MILE TO THE STATION ON
 ME2390'THE RIGHT, CONTINUE FOR 0.35 MILE TO A CROSSROAD AND CULVERT AND THE
 ME2390'BENCH 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.
 ME2390'REFERENCE MARK 1 WAS FOUND UPROOTED.  REFERENCE MARK 3 WAS
 ME2390'SET.  THE DISTANCE AND
 ME2390'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
 ME2390'MAPLE TREE, 34
 ME2390'FEET NORTHWEST OF A 24 INCH MAPLE TREE, 47 FEET WEST OF
 ME2390'THE CENTERLINE OF A FIELD ROAD,
 ME2390'90 FEET SOUTHEAST OF A 20 INCH OAK TREE,
 ME2390'43 FEET SOUTH OF A TELEPHONE POLE, 69 FEET SOUTH
 ME2390'OF THE CENTERLINE OF
 ME2390'ROAD AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE MONUMENT
 ME2390'PROJECTS 3 INCHES
 ME2390'AND THE DISK IS STAMPED ASPHALT 1952.
 ME2390'
 ME2390'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 49 AND 10
 ME2390'AT THE SOUTHEAST
 ME2390'EDGE OF WHEATFIELD, GO SOUTH ON HIGHWAY 49 FOR 6.3
 ME2390'MILES TO A SIDE ROAD LEFT.  TURN
 ME2390'LEFT AND GO EAST ON THE ROAD FOR 2.45
 ME2390'MILES TO A T-ROAD INTERSECTION.  TURN LEFT AND GO
 ME2390'NORTH FOR 0.5 MILE TO
 ME2390'A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE ROAD FOR 1.15
 ME2390'MILES TO THE
 ME2390'STATION ON THE RIGHT.  CONTINUE EAST ON THE ROAD FOR 0.35 MILE
 ME2390'TO A CROSSROAD AND BM Y
 ME2390'110 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
 ME2390'20 INCH OAK TREE, 54 FEET SOUTH OF THE CENTERLINE OF
 ME2390'THE ROAD AND 80 FEET SOUTHWEST OF
 ME2390'THE TELEPHONE POLE.  THE MONUMENT
 ME2390'PROJECTS 4 INCHES AND THE DISK IS STAMPED ASPHALT NO
 ME2390'2 1952.
 ME2390'
 ME2390'REFERENCE MARK 3 IS 27 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2
 ME2390'FEET SOUTHEAST OF
 ME2390'THE TELEPHONE POLE AND 47 FEET WEST OF THE CENTERLINE
 ME2390'OF THE FIELD ENTRANCE.  THE MONUMENT
 ME2390'IS FLUSH AND THE DISK IS STAMPED
 ME2390'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
 ME2390'CONCRETE HEADWALL ABOUT 1 FOOT ABOVE THE GRADE OF THE
 ME2390'ROAD, 1 FOOT SOUTHEAST OF A METAL
 ME2390'WITNESS POST, 24 FEET SOUTH OF THE
 ME2390'CENTERLINE OF EAST-WEST ROAD, 16 FEET EAST OF THE
 ME2390'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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 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  USGS QUAD   -  MEDARYVILLE (1962)
 CM2705
 CM2705                         *CURRENT SURVEY CONTROL
 CM2705  ___________________________________________________________________
 CM2705* NAD 83(1997)-  41 05 59.77931(N)    086 58 30.68191(W)     ADJUSTED  
 CM2705* NAVD 88     -       212.6    (meters)     698.     (feet)  GPS OBS   
 CM2705  ___________________________________________________________________
 CM2705  X           -     253,997.300 (meters)                     COMP
 CM2705  Y           -  -4,806,730.945 (meters)                     COMP
 CM2705  Z           -   4,170,910.723 (meters)                     COMP
 CM2705  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 CM2705  ELLIP HEIGHT-         178.89  (meters)          (01/19/05) GPS OBS
 CM2705  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 CM2705
 CM2705  HORZ ORDER  -  A
 CM2705  ELLP ORDER  -  FOURTH    CLASS I
 CM2705
 CM2705.The horizontal coordinates were established by GPS observations
 CM2705.and adjusted by the National Geodetic Survey in January 2005..
 CM2705
 CM2705.The orthometric height was determined by GPS observations and a
 CM2705.high-resolution geoid model.
 CM2705
 CM2705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2705
 CM2705.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2705
 CM2705.The ellipsoidal height was determined by GPS observations
 CM2705.and is referenced to NAD 83.
 CM2705
 CM2705.The geoid height was determined by GEOID03.
 CM2705
 CM2705;                    North         East     Units Scale Factor Converg.
 CM2705;SPC IN W     -   649,662.142   909,084.649   MT  0.99996768   +0 04 15.9
 CM2705;SPC IN W     - 2,131,433.21  2,982,555.22   sFT  0.99996768   +0 04 15.9
 CM2705;UTM  16      - 4,549,851.598   502,083.453   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                          SUPERSEDED SURVEY CONTROL
 CM2705
 CM2705.No superseded survey control is available for this station.
 CM2705
 CM2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0208349852(NAD 83)
 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_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 = OCTOBER  6, 2006
 ME2291 ***********************************************************************
 ME2291  DESIGNATION -  ATHENS
 ME2291  PID         -  ME2291
 ME2291  STATE/COUNTY-  IN/FULTON
 ME2291  USGS QUAD   -  ROCHESTER (1992)
 ME2291
 ME2291                         *CURRENT SURVEY CONTROL
 ME2291  ___________________________________________________________________
 ME2291* NAD 83(1997)-  41 03 15.98787(N)    086 08 24.26452(W)     ADJUSTED  
 ME2291* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 ME2291  ___________________________________________________________________
 ME2291  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 ME2291  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 ME2291
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2291
 ME2291.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2291.See file dsdata.txt to determine how the superseded data were derived.
 ME2291
 ME2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7226245157(NAD 83)
 ME2291_MARKER: DS = TRIANGULATION STATION DISK
 ME2291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2291'SOUTH OF REX MOORES FARM HOUSE ON PROPERTY OWNED BY REX MOORE.  IT IS
 ME2291'64 FEET NORTH OF THE CENTER OF A
 ME2291'T-ROAD INTERSECTION, 52 FEET NORTHEAST OF THE CENTER OF
 ME2291'STATE HIGHWAY 14, 35 FEET WEST OF THE CENTER OF
 ME2291'THE GRAVEL T-ROAD, 30 FEET NORTH OF A
 ME2291'FENCE CORNER AND 22 FEET NORTHEAST OF A WHITE WITNESS POST.  THE
 ME2291'MARK IS FLUSH AND THE DISK IS
 ME2291'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,
 ME2291'28 FEET SOUTH OF THE CENTER OF HIGHWAY 14 AND 2 FEET NORTHEAST OF A
 ME2291'FENCELINE.  THE MARK IS FLUSH AND
 ME2291'THE DISK IS STAMPED ATHENS NO 1 1947.
 ME2291'
 ME2291'REFERENCE MARK NO. 2 IS 93.07 FEET WEST OF THE STATION.  IT IS 31
 ME2291'FEET NORTHEAST OF THE CENTER
 ME2291'OF HIGHWAY 14, 3 FEET NORTH OF A TELEPHONE POLE AND 1 FOOT NORTHEAST
 ME2291'OF A FENCE LINE.  THE MARK
 ME2291'PROJECTS 4 INCHES 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
 ME2291'HIGHWAY 14, 4 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A
 ME2291'FENCELINE.  THE MARK
 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
 ME2291'MILES TO THE STATION ON THE LEFT AS 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
 ME2291'DIRECTIONS TO THE AZIMUTH MARK AND THE REFERENCE MARKS CHECKED.  THE
 ME2291'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
 ME2291'PAVED ROAD AND 27 FEET NORTHWEST OF A STOP SIGN.  THE MONUMENT IS
 ME2291'FLUSH AND THE DISK IS STAMPED ATHENS 1947.
 ME2291'
 ME2291'REFERENCE MARK 1 IS 30 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 14,
 ME2291'26 FEET WEST OF A POWER POLE, 1 FOOT NORTH OF A FENCE AND 1 FOOT
 ME2291'EAST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND
 ME2291'THE DISK IS STAMPED ATHENS NO 1 1947.
 ME2291'
 ME2291'REFERENCE MARK 2 IS 128 FEET WEST OF THE CENTERLINE OF THE PAVED
 ME2291'ROAD, 30 FEET NORTH OF THE CENTERLINE OF HIGHWAY 14 AND 2 FEET
 ME2291'NORTHWEST OF A TELEPHONE POLE.  THE MONUMENT PROJECTS 4 INCHES AND
 ME2291'THE DISK IS STAMPED ATHENS NO 2 1947.
 ME2291'
 ME2291'THE AZIMUTH MARK IS 95 FEET EAST OF A POWER POLE, 29 FEET SOUTH OF
 ME2291'THE CENTERLINE OF HIGHWAY 14 AND 1.8 FEET NORTH OF A FENCE.  THE
 ME2291'MONUMENT 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
 ME2291'AS DESCRIBED.  CONTINUE EAST ON THE HIGHWAY FOR 0.35 MILE TO THE
 ME2291'AZIMUTH 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 = OCTOBER  6, 2006
 KA1772 ***********************************************************************
 KA1772  DESIGNATION -  ATHERTON
 KA1772  PID         -  KA1772
 KA1772  STATE/COUNTY-  IN/VIGO
 KA1772  USGS QUAD   -  ROSEDALE (1983)
 KA1772
 KA1772                         *CURRENT SURVEY CONTROL
 KA1772  ___________________________________________________________________
 KA1772* NAD 83(1997)-  39 35 27.69818(N)    087 20 53.54968(W)     ADJUSTED  
 KA1772* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 KA1772  ___________________________________________________________________
 KA1772  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 KA1772  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KA1772
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1772
 KA1772.The geoid height was determined by GEOID03.
 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;SPC IL E     -   325,056.569   384,622.019   MT  1.00006313   +0 37 40.3
 KA1772;SPC IL E     - 1,066,456.43  1,261,880.74   sFT  1.00006313   +0 37 40.3
 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     -   0.99997599  x   0.99997304  =   0.99994903
 KA1772!SPC IL E     -   0.99997599  x   1.00006313  =   1.00003912
 KA1772!UTM  16      -   0.99997599  x   0.99961101  =   0.99958701
 KA1772
 KA1772:                Primary Azimuth Mark                     Grid Az
 KA1772:SPC IN W     -  ATHERTON AZ MK                           007 27 21.6
 KA1772:SPC IL E     -  ATHERTON AZ MK                           006 39 33.6
 KA1772:UTM  16      -  ATHERTON AZ MK                           007 30 32.8
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1772.See file dsdata.txt to determine how the superseded data were derived.
 KA1772
 KA1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7010082425(NAD 83)
 KA1772_MARKER: DS = TRIANGULATION STATION DISK
 KA1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB1528 ***********************************************************************
 LB1528  DESIGNATION -  ATTICA
 LB1528  PID         -  LB1528
 LB1528  STATE/COUNTY-  IN/FOUNTAIN
 LB1528  USGS QUAD   -  ATTICA (1962)
 LB1528
 LB1528                         *CURRENT SURVEY CONTROL
 LB1528  ___________________________________________________________________
 LB1528* NAD 83(1997)-  40 16 47.91413(N)    087 14 42.05869(W)     ADJUSTED  
 LB1528* NAVD 88     -       204.094  (meters)     669.60   (feet)  ADJUSTED  
 LB1528  ___________________________________________________________________
 LB1528  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 LB1528  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 LB1528  DYNAMIC HT  -         203.991 (meters)     669.26  (feet)  COMP
 LB1528  MODELED GRAV-     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
 LB1528.and adjusted by the National Geodetic Survey in June 1991..
 LB1528
 LB1528.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB1528
 LB1528.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 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
 LB1528.Superseded values are not recommended for survey control.
 LB1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1528.See file dsdata.txt to determine how the superseded data were derived.
 LB1528
 LB1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7917158861(NAD 83)
 LB1528_MARKER: DS = TRIANGULATION STATION DISK
 LB1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1528_STAMPING: ATTICA 1934
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 LB1527 ***********************************************************************
 LB1527  DESIGNATION -  ATTICA AZ MK
 LB1527  PID         -  LB1527
 LB1527  STATE/COUNTY-  IN/FOUNTAIN
 LB1527  USGS QUAD   -  ATTICA (1962)
 LB1527
 LB1527                         *CURRENT SURVEY CONTROL
 LB1527  ___________________________________________________________________
 LB1527* NAD 83(1986)-  40 17 05.     (N)    087 14 39.     (W)     SCALED    
 LB1527* NAVD 88     -       202.796  (meters)     665.34   (feet)  ADJUSTED  
 LB1527  ___________________________________________________________________
 LB1527  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 LB1527  DYNAMIC HT  -         202.694 (meters)     665.01  (feet)  COMP
 LB1527  MODELED GRAV-     980,115.8   (mgal)                       NAVD 88
 LB1527
 LB1527  VERT ORDER  -  SECOND    CLASS 0
 LB1527
 LB1527.The horizontal coordinates were scaled from a topographic map and have
 LB1527.an estimated accuracy of +/- 6 seconds.
 LB1527
 LB1527.The orthometric height was determined by differential leveling
 LB1527.and adjusted by the National Geodetic Survey in June 1991..
 LB1527
 LB1527.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1527.See file dsdata.txt to determine how the superseded data were derived.
 LB1527
 LB1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK792593(NAD 83)
 LB1527_MARKER: DR = REFERENCE MARK DISK
 LB1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1527_STAMPING: ATTICA AZIMUTH 1934
 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             NGS
 LB1527
 LB1527                          STATION DESCRIPTION
 LB1527
 LB1527'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB2212 ***********************************************************************
 LB2212  DESIGNATION -  ATTICA RAD STA KSD 207 MAST
 LB2212  PID         -  LB2212
 LB2212  STATE/COUNTY-  IN/FOUNTAIN
 LB2212  USGS QUAD   -  ATTICA (1962)
 LB2212
 LB2212                         *CURRENT SURVEY CONTROL
 LB2212  ___________________________________________________________________
 LB2212* NAD 83(1997)-  40 17 07.68776(N)    087 14 11.29628(W)     ADJUSTED  
 LB2212* NAVD 88     -                                                        
 LB2212  ___________________________________________________________________
 LB2212  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 LB2212  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 LB2212
 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
 LB2212.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2212
 LB2212.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2212
 LB2212  NAD 83(1986)-  40 17 07.69622(N)    087 14 11.30712(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2212.See file dsdata.txt to determine how the superseded data were derived.
 LB2212
 LB2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7989959469(NAD 83)
 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 = OCTOBER  6, 2006
 LB1529 ***********************************************************************
 LB1529  DESIGNATION -  ATTICA RM 1
 LB1529  PID         -  LB1529
 LB1529  STATE/COUNTY-  IN/FOUNTAIN
 LB1529  USGS QUAD   -  ATTICA (1962)
 LB1529
 LB1529                         *CURRENT SURVEY CONTROL
 LB1529  ___________________________________________________________________
 LB1529* NAD 83(1986)-  40 16 49.     (N)    087 14 43.     (W)     SCALED    
 LB1529* NAVD 88     -       201.258  (meters)     660.29   (feet)  ADJUSTED  
 LB1529  ___________________________________________________________________
 LB1529  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 LB1529  DYNAMIC HT  -         201.157 (meters)     659.96  (feet)  COMP
 LB1529  MODELED GRAV-     980,115.5   (mgal)                       NAVD 88
 LB1529
 LB1529  VERT ORDER  -  SECOND    CLASS 0
 LB1529
 LB1529.The horizontal coordinates were scaled from a topographic map and have
 LB1529.an estimated accuracy of +/- 6 seconds.
 LB1529
 LB1529.The orthometric height was determined by differential leveling
 LB1529.and adjusted by the National Geodetic Survey in June 1991..
 LB1529
 LB1529.The geoid height was determined by GEOID03.
 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     -   558,650.      886,230.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1529.See file dsdata.txt to determine how the superseded data were derived.
 LB1529
 LB1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK791588(NAD 83)
 LB1529_MARKER: DR = REFERENCE MARK DISK
 LB1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1529_STAMPING: ATTICA NO 1 1934
 LB1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1529+STABILITY: SURFACE MOTION
 LB1529
 LB1529  HISTORY     - Date     Condition        Report By
 LB1529  HISTORY     - 1934     MONUMENTED       CGS
 LB1529  HISTORY     - 1946     GOOD             NGS
 LB1529
 LB1529                          STATION DESCRIPTION
 LB1529
 LB1529'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1530 ***********************************************************************
 LB1530  DESIGNATION -  ATTICA RM 2
 LB1530  PID         -  LB1530
 LB1530  STATE/COUNTY-  IN/FOUNTAIN
 LB1530  USGS QUAD   -  ATTICA (1962)
 LB1530
 LB1530                         *CURRENT SURVEY CONTROL
 LB1530  ___________________________________________________________________
 LB1530* NAD 83(1986)-  40 16 48.     (N)    087 14 42.     (W)     SCALED    
 LB1530* NAVD 88     -       201.822  (meters)     662.14   (feet)  ADJUSTED  
 LB1530  ___________________________________________________________________
 LB1530  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 LB1530  DYNAMIC HT  -         201.720 (meters)     661.81  (feet)  COMP
 LB1530  MODELED GRAV-     980,115.5   (mgal)                       NAVD 88
 LB1530
 LB1530  VERT ORDER  -  SECOND    CLASS 0
 LB1530
 LB1530.The horizontal coordinates were scaled from a topographic map and have
 LB1530.an estimated accuracy of +/- 6 seconds.
 LB1530
 LB1530.The orthometric height was determined by differential leveling
 LB1530.and adjusted by the National Geodetic Survey in June 1991..
 LB1530
 LB1530.The geoid height was determined by GEOID03.
 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     -   558,620.      886,250.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1530.See file dsdata.txt to determine how the superseded data were derived.
 LB1530
 LB1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK791588(NAD 83)
 LB1530_MARKER: DR = REFERENCE MARK DISK
 LB1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1530_STAMPING: ATTICA NO 2 1934
 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             NGS
 LB1530
 LB1530                          STATION DESCRIPTION
 LB1530
 LB1530'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB2234 ***********************************************************************
 LB2234  DESIGNATION -  ATTICA STACK
 LB2234  PID         -  LB2234
 LB2234  STATE/COUNTY-  IN/FOUNTAIN
 LB2234  USGS QUAD   -  WILLIAMSPORT (1992)
 LB2234
 LB2234                         *CURRENT SURVEY CONTROL
 LB2234  ___________________________________________________________________
 LB2234* NAD 83(1997)-  40 17 42.43982(N)    087 15 07.84697(W)     ADJUSTED  
 LB2234* NAVD 88     -                                                        
 LB2234  ___________________________________________________________________
 LB2234  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 LB2234  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 LB2234
 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
 LB2234.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2234
 LB2234.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2234
 LB2234  NAD 83(1986)-  40 17 42.44793(N)    087 15 07.85753(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2234.See file dsdata.txt to determine how the superseded data were derived.
 LB2234
 LB2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7856760544(NAD 83)
 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 = OCTOBER  6, 2006
 MD1677 ***********************************************************************
 MD1677  DESIGNATION -  ATWOOD
 MD1677  PID         -  MD1677
 MD1677  STATE/COUNTY-  IN/KOSCIUSKO
 MD1677  USGS QUAD   -  ATWOOD (1994)
 MD1677
 MD1677                         *CURRENT SURVEY CONTROL
 MD1677  ___________________________________________________________________
 MD1677* NAD 83(1997)-  41 15 20.52047(N)    085 58 58.61844(W)     ADJUSTED  
 MD1677* NAVD 88     -       274.     (meters)     899.     (feet)  SCALED    
 MD1677  ___________________________________________________________________
 MD1677  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 MD1677  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 MD1677
 MD1677  HORZ ORDER  -  THIRD
 MD1677
 MD1677.The horizontal coordinates were established by classical geodetic methods
 MD1677.and adjusted by the National Geodetic Survey in May 1999..
 MD1677
 MD1677.The orthometric height was scaled from a topographic map.
 MD1677
 MD1677.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1677
 MD1677.The geoid height was determined by GEOID03.
 MD1677
 MD1677;                    North         East     Units Scale Factor Converg.
 MD1677;SPC IN E     -   667,002.624    73,493.451   MT  0.99997531   -0 12 30.8
 MD1677;SPC IN E     - 2,188,324.44    241,119.76   sFT  0.99997531   -0 12 30.8
 MD1677;UTM  16      - 4,567,641.535   585,204.674   MT  0.99968935   +0 40 14.5
 MD1677
 MD1677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1677!SPC IN E     -   0.99996232  x   0.99997531  =   0.99993763
 MD1677!UTM  16      -   0.99996232  x   0.99968935  =   0.99965168
 MD1677
 MD1677|---------------------------------------------------------------------|
 MD1677| PID    Reference Object                     Distance      Geod. Az  |
 MD1677|                                                           dddmmss.s |
 MD1677| CC7752 ATWOOD RM 1                          24.558 METERS 06506     |
 MD1677| MD1266 ATWOOD AZ MK                                       0775316.2 |
 MD1677| MD1648 WARSAW COUNTY COURTHOUSE DOME       APPROX.10.7 KM 1001056.8 |
 MD1677| CC7753 ATWOOD RM 2                          21.686 METERS 17909     |
 MD1677| MD1267 ATWOOD 2                             52.518 METERS 23753     |
 MD1677|---------------------------------------------------------------------|
 MD1677
 MD1677                          SUPERSEDED SURVEY CONTROL
 MD1677
 MD1677  NAD 83(1986)-  41 15 20.52465(N)    085 58 58.62780(W) AD(       ) 3
 MD1677  NAD 27      -  41 15 20.36100(N)    085 58 58.64400(W) AD(       ) 3
 MD1677
 MD1677.Superseded values are not recommended for survey control.
 MD1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1677.See file dsdata.txt to determine how the superseded data were derived.
 MD1677
 MD1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8520567642(NAD 83)
 MD1677_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1677
 MD1677  HISTORY     - Date     Condition        Report By
 MD1677  HISTORY     - 1952     MONUMENTED       CGS
 MD1677  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MD1677
 MD1677                          STATION DESCRIPTION
 MD1677
 MD1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 MD1677'STATION IS LOCATED ABOUT 1/2 MILE SOUTHWEST OF ATWOOD, NEAR THE TOP
 MD1677'OF A VERY PROMINENT HILL
 MD1677'AND IS ON PROPERTY OWNED BY A MR. ANGLIN.  IT IS 70 FEET NORTHWEST OF
 MD1677'THE NORTHWEST EDGE OF A SAND PIT, 33
 MD1677'FEET SOUTH OF A FENCE CORNER AND A LONE 6 INCH OAK
 MD1677'TREE, 5 FEET NORTH OF A WHITE WITNESS POST AND 1
 MD1677'FOOT WEST OF A FENCE.  THE MARK PROJECTS
 MD1677'ABOUT 2 INCHES AND THE DISK IS STAMPED ATWOOD 1952.
 MD1677'
 MD1677'REFERENCE MARK NO. 1 IS 74 FEET EAST OF THE FENCE CORNER AND OAK TREE
 MD1677'AND 1 FOOT SOUTH OF A FENCE.
 MD1677'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ATWOOD NO 1
 MD1677'1952.
 MD1677'
 MD1677'REFERENCE MARK NO. 2 IS 65 FEET SOUTH OF THE WHITE WITNESS POST AND 1
 MD1677'FOOT WEST OF A FENCE.  THE MARK
 MD1677'PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED ATWOOD NO 2 1952.
 MD1677'
 MD1677'AZIMUTH MARK IS 18 FEET WEST OF THE CENTER OF A PAVED ROAD, 5 FEET
 MD1677'NORTH OF A TELEPHONE POLE,
 MD1677'2 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE
 MD1677'MARK PROJECTS ABOUT 10 INCHES AND
 MD1677'THE DISK IS STAMPED ATWOOD 1952.
 MD1677'
 MD1677'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND THE
 MD1677'MAIN NORTH- SOUTH CROSS-STREET
 MD1677'IN ATWOOD, GO SOUTH ON PAVED STREET FOR 0.15 MILE TO A T
 MD1677'INTERSECTION, TURN RIGHT AND GO WEST
 MD1677'ON PAVED STREET FOR 0.05 MILE TO T INTERSECTION,
 MD1677'TURN LEFT AND GO SOUTH ON PAVED ROAD FOR
 MD1677'0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 MD1677'WEST SIDE OF ROAD AS DESCRIBED, CONTINUE SOUTH FOR 0.05
 MD1677'MILE TO A FRAME HOUSE ON THE
 MD1677'RIGHT, TURN RIGHT AND GO WEST, THROUGH BARN LOT AND PASTURE ON A SAND
 MD1677'FARM LANE FOR 0.3 MILE TO TOP OF
 MD1677'HILL AND STATION AS DESCRIBED.
 MD1677'
 MD1677'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MD1677
 MD1677                          STATION RECOVERY (1967)
 MD1677
 MD1677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 MD1677'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND
 MD1677'IN GOOD CONDITION.
 MD1677'THE STATION MARK AND REFERENCE MARK WERE NEAR THE
 MD1677'EDGE OF A GRAVEL PIT AND WERE
 MD1677'DESTROYED AT THE REQUEST OF THE PROPERTY
 MD1677'OWNER AFTER A NEW STATION ATWOOD 2 ALONG WITH 2
 MD1677'NEW REFERENCE MARKS WERE
 MD1677'SET.  THE AZIMUTH MARK WAS LEFT INTACT AND USED FOR THE NEW
 MD1677'STATION.  THIS
 MD1677'STATION SHOULD BE CONSIDERED AS LOST.
 MD1677'
 MD1677'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1/2 MILE SOUTH OF
 MD1677'ATWOOD
 MD1677'
 MD1677'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1269 ***********************************************************************
 MD1269  DESIGNATION -  ATWOOD 2 RM 3
 MD1269  PID         -  MD1269
 MD1269  STATE/COUNTY-  IN/KOSCIUSKO
 MD1269  USGS QUAD   -  ATWOOD (1994)
 MD1269
 MD1269                         *CURRENT SURVEY CONTROL
 MD1269  ___________________________________________________________________
 MD1269* NAD 83(1986)-  41 15 20.     (N)    085 58 59.     (W)     SCALED    
 MD1269* NAVD 88     -       277.513  (meters)     910.47   (feet)  ADJUSTED  
 MD1269  ___________________________________________________________________
 MD1269  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 MD1269  DYNAMIC HT  -         277.398 (meters)     910.10  (feet)  COMP
 MD1269  MODELED GRAV-     980,199.9   (mgal)                       NAVD 88
 MD1269
 MD1269  VERT ORDER  -  FIRST     CLASS I
 MD1269
 MD1269.The horizontal coordinates were scaled from a topographic map and have
 MD1269.an estimated accuracy of +/- 6 seconds.
 MD1269
 MD1269.The orthometric height was determined by differential leveling
 MD1269.and adjusted by the National Geodetic Survey in June 1991..
 MD1269
 MD1269.The geoid height was determined by GEOID03.
 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     -   666,990.       73,490.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1269.See file dsdata.txt to determine how the superseded data were derived.
 MD1269
 MD1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL851676(NAD 83)
 MD1269_MARKER: DR = REFERENCE MARK DISK
 MD1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1269_STAMPING: ATWOOD 2 NO 3 1967
 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             NGS
 MD1269  HISTORY     - 19920831 MARK NOT FOUND   NGS
 MD1269
 MD1269                          STATION DESCRIPTION
 MD1269
 MD1269'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1268 ***********************************************************************
 MD1268  DESIGNATION -  ATWOOD 2 RM 4
 MD1268  PID         -  MD1268
 MD1268  STATE/COUNTY-  IN/KOSCIUSKO
 MD1268  USGS QUAD   -  ATWOOD (1994)
 MD1268
 MD1268                         *CURRENT SURVEY CONTROL
 MD1268  ___________________________________________________________________
 MD1268* NAD 83(1986)-  41 15 20.     (N)    085 58 59.     (W)     SCALED    
 MD1268* NAVD 88     -       277.206  (meters)     909.47   (feet)  ADJUSTED  
 MD1268  ___________________________________________________________________
 MD1268  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 MD1268  DYNAMIC HT  -         277.091 (meters)     909.09  (feet)  COMP
 MD1268  MODELED GRAV-     980,199.9   (mgal)                       NAVD 88
 MD1268
 MD1268  VERT ORDER  -  FIRST     CLASS I
 MD1268
 MD1268.The horizontal coordinates were scaled from a topographic map and have
 MD1268.an estimated accuracy of +/- 6 seconds.
 MD1268
 MD1268.The orthometric height was determined by differential leveling
 MD1268.and adjusted by the National Geodetic Survey in June 1991..
 MD1268
 MD1268.The geoid height was determined by GEOID03.
 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     -   666,990.       73,490.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1268.See file dsdata.txt to determine how the superseded data were derived.
 MD1268
 MD1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL851676(NAD 83)
 MD1268_MARKER: DR = REFERENCE MARK DISK
 MD1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1268_STAMPING: ATWOOD 2 NO 4 1967
 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             NGS
 MD1268  HISTORY     - 19920831 MARK NOT FOUND   NGS
 MD1268
 MD1268                          STATION DESCRIPTION
 MD1268
 MD1268'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1679 ***********************************************************************
 MD1679  DESIGNATION -  ATWOOD 3
 MD1679  PID         -  MD1679
 MD1679  STATE/COUNTY-  IN/KOSCIUSKO
 MD1679  USGS QUAD   -  ATWOOD (1994)
 MD1679
 MD1679                         *CURRENT SURVEY CONTROL
 MD1679  ___________________________________________________________________
 MD1679* NAD 83(1997)-  41 15 38.26622(N)    085 59 00.01135(W)     ADJUSTED  
 MD1679* NAVD 88     -       259.0    (meters)     850.     (feet)  VERTCON   
 MD1679  ___________________________________________________________________
 MD1679  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 MD1679  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 MD1679
 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.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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1679
 MD1679.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1679.See file dsdata.txt to determine how the superseded data were derived.
 MD1679
 MD1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8516668188(NAD 83)
 MD1679_MARKER: DS = TRIANGULATION STATION DISK
 MD1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1679_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD1266 ***********************************************************************
 MD1266  DESIGNATION -  ATWOOD AZ MK
 MD1266  PID         -  MD1266
 MD1266  STATE/COUNTY-  IN/KOSCIUSKO
 MD1266  USGS QUAD   -  ATWOOD (1994)
 MD1266
 MD1266                         *CURRENT SURVEY CONTROL
 MD1266  ___________________________________________________________________
 MD1266* NAD 83(1986)-  41 15 23.     (N)    085 58 40.     (W)     SCALED    
 MD1266* NAVD 88     -       252.716  (meters)     829.12   (feet)  ADJUSTED  
 MD1266  ___________________________________________________________________
 MD1266  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MD1266  DYNAMIC HT  -         252.610 (meters)     828.77  (feet)  COMP
 MD1266  MODELED GRAV-     980,200.0   (mgal)                       NAVD 88
 MD1266
 MD1266  VERT ORDER  -  FIRST     CLASS I
 MD1266
 MD1266.The horizontal coordinates were scaled from a topographic map and have
 MD1266.an estimated accuracy of +/- 6 seconds.
 MD1266
 MD1266.The orthometric height was determined by differential leveling
 MD1266.and adjusted by the National Geodetic Survey in June 1991..
 MD1266
 MD1266.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1266.See file dsdata.txt to determine how the superseded data were derived.
 MD1266
 MD1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL856677(NAD 83)
 MD1266_MARKER: DZ = AZIMUTH MARK DISK
 MD1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1266_SP_SET: CONCRETE POST
 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             NGS
 MD1266  HISTORY     - 19920831 GOOD             NGS
 MD1266
 MD1266                          STATION DESCRIPTION
 MD1266
 MD1266'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1898 ***********************************************************************
 MD1898  DESIGNATION -  AUBPORT
 MD1898  PID         -  MD1898
 MD1898  STATE/COUNTY-  IN/DE KALB
 MD1898  USGS QUAD   -  AUBURN (1981)
 MD1898
 MD1898                         *CURRENT SURVEY CONTROL
 MD1898  ___________________________________________________________________
 MD1898* NAD 83(1997)-  41 18 26.02730(N)    085 04 08.29184(W)     ADJUSTED  
 MD1898* NAVD 88     -       265.9    (meters)     872.     (feet)  VERTCON   
 MD1898  ___________________________________________________________________
 MD1898  X           -     412,446.159 (meters)                     COMP
 MD1898  Y           -  -4,780,553.117 (meters)                     COMP
 MD1898  Z           -   4,188,267.377 (meters)                     COMP
 MD1898  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 MD1898  ELLIP HEIGHT-         232.75  (meters)          (05/25/99) GPS OBS
 MD1898  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 MD1898
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1898
 MD1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1898
 MD1898.The ellipsoidal height was determined by GPS observations
 MD1898.and is referenced to NAD 83.
 MD1898
 MD1898.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          873.     (f) GPS OBS        
 MD1898
 MD1898.Superseded values are not recommended for survey control.
 MD1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1898.See file dsdata.txt to determine how the superseded data were derived.
 MD1898
 MD1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6165074662(NAD 83)
 MD1898_MARKER: DH = HORIZONTAL CONTROL DISK
 MD1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1898_SP_SET: CONCRETE POST
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1899 ***********************************************************************
 MD1899  DESIGNATION -  AUBPORT AZ MK
 MD1899  PID         -  MD1899
 MD1899  STATE/COUNTY-  IN/DE KALB
 MD1899  USGS QUAD   -  AUBURN (1981)
 MD1899
 MD1899                         *CURRENT SURVEY CONTROL
 MD1899  ___________________________________________________________________
 MD1899* NAD 83(1997)-  41 18 25.88614(N)    085 04 26.08688(W)     ADJUSTED  
 MD1899* NAVD 88     -       263.8    (meters)     865.     (feet)  VERTCON   
 MD1899  ___________________________________________________________________
 MD1899  X           -     412,033.838 (meters)                     COMP
 MD1899  Y           -  -4,780,589.975 (meters)                     COMP
 MD1899  Z           -   4,188,262.720 (meters)                     COMP
 MD1899  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 MD1899  ELLIP HEIGHT-         230.65  (meters)          (05/25/99) GPS OBS
 MD1899  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 MD1899
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1899
 MD1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1899
 MD1899.The ellipsoidal height was determined by GPS observations
 MD1899.and is referenced to NAD 83.
 MD1899
 MD1899.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          866.     (f) GPS OBS        
 MD1899
 MD1899.Superseded values are not recommended for survey control.
 MD1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1899.See file dsdata.txt to determine how the superseded data were derived.
 MD1899
 MD1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6123674648(NAD 83)
 MD1899_MARKER: DZ = AZIMUTH MARK DISK
 MD1899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1899_SP_SET: CONCRETE POST
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1524 ***********************************************************************
 MD1524  DESIGNATION -  AUBURN
 MD1524  PID         -  MD1524
 MD1524  STATE/COUNTY-  IN/DE KALB
 MD1524  USGS QUAD   -  WATERLOO (1979)
 MD1524
 MD1524                         *CURRENT SURVEY CONTROL
 MD1524  ___________________________________________________________________
 MD1524* NAD 83(1997)-  41 22 52.64606(N)    085 03 36.54949(W)     ADJUSTED  
 MD1524* NAVD 88     -       268.     (meters)     879.     (feet)  SCALED    
 MD1524  ___________________________________________________________________
 MD1524  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 MD1524  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 MD1524
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1524
 MD1524.The geoid height was determined by GEOID03.
 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  =   0.99988700
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1524.See file dsdata.txt to determine how the superseded data were derived.
 MD1524
 MD1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6220482901(NAD 83)
 MD1524_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1524
 MD1524  HISTORY     - Date     Condition        Report By
 MD1524  HISTORY     - 1947     MONUMENTED       CGS
 MD1524  HISTORY     - 1963     SEE DESCRIPTION  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
 MD1524'THE SOUTHEAST CORNER OF A SMALL METAL HANGAR, 44.3 FEET NORTHWEST OF
 MD1524'THE CORNER OF THE GARAGE AND THE NORTH
 MD1524'SIDE OF THE MAIN HANGAR AND 42 FEET NORTHEAST OF NORTHWEST
 MD1524'CORNER OF THE MAIN HANGAR.  THE MARK IS FLUSH AND THE
 MD1524'DISK IS STAMPED AUBURN 1947.
 MD1524'
 MD1524'REFERENCE MARK NO. 1 IS 90.84 FEET NORTHWEST OF THE STATION.  IT IS
 MD1524'91 FEET NORTHWEST OF THE NORTHWEST
 MD1524'CORNER OF THE MAIN HANGAR AND 39 FEET WEST OF THE SOUTHWEST CORNER OF
 MD1524'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
 MD1524'AND 13 FEET NORTH OF THE NORTHWEST CORNER OF THE HANGAR.  IT IS A
 MD1524'STANDARD USC AND GS BM DISK SET IN A
 MD1524'DRILL HOLE ON TOP OF THE CONCRETE SUPPORT AND STAMPED P 162 1946.
 MD1524'
 MD1524'M 162 (USC AND GS) BM IS 544.28 FEET NORTHWEST OF THE STATION NEAR
 MD1524'THE ENTRANCE TO THE AIRPORT.  IT IS
 MD1524'22 FEET NORTH OF THE GATE, 27 FEET EAST OF THE CENTER OF THE ROAD AND
 MD1524'2 FEET EAST OF THE FENCE.  THE MARK IS A
 MD1524'12 BY 12 INCH CONCRETE POST PROJECTING ABOUT 4
 MD1524'INCHES WITH A STANDARD USC AND GS BM DISK STAMPED M
 MD1524'162 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
 MD1524'ONE FOOT WEST OF THE FENCE.  THE MARK IS A 12 BY 12 INCH CONCRETE
 MD1524'POST PROJECTING ABOUT 4 INCHES WITH A STANDARD
 MD1524'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
 MD1524'WEST OF THE CENTER OF THE ROAD, 3 FEET SOUTH OF A WHITE WITNESS POST
 MD1524'AND 2 FEET EAST OF THE FENCE.  THE
 MD1524'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED AUBURN
 MD1524'1947.
 MD1524'
 MD1524'TO REACH THE STATION FROM THE COURTHOUSE IN AUBURN GO WEST ON WEST
 MD1524'SEVENTH STREET FOR 0.35 MILE TO
 MD1524'NORTH INDIANA STREET, TURN RIGHT ON NORTH INDIANA STREET AND GO ONE
 MD1524'MILE TO THE ENTRANCE TO THE AUBURN
 MD1524'AIRPORT,* TURN RIGHT AND GO 0.1 MILE TO THE MAIN HANGAR AND
 MD1524'STATION AS DESCRIBED.  *TO REACH THE AZIMUTH
 MD1524'FROM THIS POINT CONTINUE NORTH 0.1 MILE
 MD1524'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
 MD1524'ESSENTIALLY AS ORIGINALLY DESCRIBED.  ANOTHER REFERENCE MARK (M 162
 MD1524'FENCH MARK) WAS FOUND DESTROYED AND
 MD1524'THE DISK RECLAIMED BY THE UNDERSIGNED ON 26 SEPT. 1961.  THE
 MD1524'OTHER OR THIRD REFERENCE MARK (BENCH MARK N 162)
 MD1524'WAS REPORTED DESTROYED IN 1955 (NOTED ON
 MD1524'BENCH MARK RECORDS ONLY OF THOSE AVAILABLE TO THIS WRITER) AND THIS
 MD1524'IS EVIDENTLY TRUE.  NO EVIDENCE OF THE
 MD1524'AZIMUTH MARK WAS FOUND 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
 MD1524'NW CORNER OF THE COURTHOUSE
 MD1524'SQUARE IN AUBURN AND TURN RIGHT, THENCE 1.0 MILES N ALONG INDIANA
 MD1524'AVE. AND ITS EXTENSION ASHLEY ROAD,
 MD1524'THENCE 0.15 MILE EASTERLY TO MUNICIPAL AIRPORT HANGAR AND THE STATION,
 MD1524'27.4 FEET N OF CONCRETE-BLOCK N WALL OF
 MD1524'MAIN HANGAR, 26.8 FEET N OF PLANE OF N WALL OF
 MD1524'REINFORCING COLUMNS IN SAID WALL, 42 FEET NE OF NW CORNER
 MD1524'OF THE HANGAR, ABOUT 0.5 FOOT NE OF
 MD1524'CENTER OF BOTTOM OF 4-LEGGED APPROX. 50-FOOT STEEL AIRPORT BEACON
 MD1524'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.
 MD1524'FROM STATION, 13 FEET N OF NW CORNER OF THE HANGAR, A STANDARD BENCH
 MD1524'MARK DISK IS CEMENTED IN A DRILL HOLE
 MD1524'IN TOP OF THE CONCRETE SUPPORT OF THE SLIDING DOORS OF
 MD1524'THE HANGAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1531 ***********************************************************************
 MD1531  DESIGNATION -  AUBURN BORG WARNER MFG TANK
 MD1531  PID         -  MD1531
 MD1531  STATE/COUNTY-  IN/DE KALB
 MD1531  USGS QUAD   -  AUBURN (1981)
 MD1531
 MD1531                         *CURRENT SURVEY CONTROL
 MD1531  ___________________________________________________________________
 MD1531* NAD 83(1997)-  41 21 27.03857(N)    085 03 19.54492(W)     ADJUSTED  
 MD1531* NAVD 88     -                                                        
 MD1531  ___________________________________________________________________
 MD1531  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 MD1531  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 MD1531
 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
 MD1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1531
 MD1531.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1531
 MD1531  NAD 83(1995)-  41 21 27.03836(N)    085 03 19.54787(W) AD(       ) 4
 MD1531  NAD 83(1986)-  41 21 27.03968(N)    085 03 19.55835(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1531.See file dsdata.txt to determine how the superseded data were derived.
 MD1531
 MD1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6265980270(NAD 83)
 MD1531
 MD1531  HISTORY     - Date     Condition        Report By
 MD1531  HISTORY     - 1946     MONUMENTED       CGS
 MD1531  HISTORY     - 1963     SEE DESCRIPTION  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 = OCTOBER  6, 2006
 DF3916 ***********************************************************************
 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  USGS QUAD   -  AUBURN (1981)
 DF3916
 DF3916                         *CURRENT SURVEY CONTROL
 DF3916  ___________________________________________________________________
 DF3916* NAD 83(CORS)-  41 21 57.49400(N)    085 03 15.87018(W)     ADJUSTED  
 DF3916* NAVD 88     -                                                        
 DF3916  ___________________________________________________________________
 DF3916  EPOCH DATE  -        2002.00
 DF3916  X           -     413,290.393 (meters)                     COMP
 DF3916  Y           -  -4,776,163.958 (meters)                     COMP
 DF3916  Z           -   4,193,173.626 (meters)                     COMP
 DF3916  ELLIP HEIGHT-         244.47  (meters)          (02/??/03) GPS OBS
 DF3916  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 DF3916
 DF3916  HORZ ORDER  -  SPECIAL (CORS)
 DF3916  ELLP ORDER  -  SPECIAL (CORS)
 DF3916
 DF3916.ITRF positions are available for this station.
 DF3916.The coordinates were established by GPS observations
 DF3916.and adjusted by the National Geodetic Survey in February 2003..
 DF3916.The coordinates are valid at the epoch date displayed above.
 DF3916.The epoch date for horizontal control is a decimal equivalence
 DF3916.of Year/Month/Day.
 DF3916
 DF3916
 DF3916.The PID for the CORS L1 Phase Center is DG5555.
 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 geoid height was determined by GEOID03.
 DF3916
 DF3916;                    North         East     Units Scale Factor Converg.
 DF3916;SPC IN E     -   679,381.475   151,224.900   MT  0.99999895   +0 24 16.7
 DF3916;SPC IN E     - 2,228,937.39    496,143.69   sFT  0.99999895   +0 24 16.7
 DF3916
 DF3916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3916!SPC IN E     -   0.99996166  x   0.99999895  =   0.99996061
 DF3916
 DF3916                          SUPERSEDED SURVEY CONTROL
 DF3916
 DF3916.No superseded survey control is available for this station.
 DF3916
 DF3916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6272381211(NAD 83)
 DF3916_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF3916
 DF3916                          STATION DESCRIPTION
 DF3916
 DF3916'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF3916'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DF3916'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DF3916'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DF3916'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DF3916'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5555 ***********************************************************************
 DG5555  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5555  DESIGNATION -  AUBURN COOP CORS L1 PHASE CENTER
 DG5555  CORS_ID     -  AUBN
 DG5555  PID         -  DG5555
 DG5555  STATE/COUNTY-  IN/DE KALB
 DG5555  USGS QUAD   -  AUBURN (1981)
 DG5555
 DG5555                         *CURRENT SURVEY CONTROL
 DG5555  ___________________________________________________________________
 DG5555* NAD 83(CORS)-  41 21 57.49408(N)    085 03 15.87013(W)     ADJUSTED  
 DG5555* NAVD 88     -                                                        
 DG5555  ___________________________________________________________________
 DG5555  EPOCH DATE  -        2002.00
 DG5555  X           -     413,290.401 (meters)                     COMP
 DG5555  Y           -  -4,776,164.039 (meters)                     COMP
 DG5555  Z           -   4,193,173.701 (meters)                     COMP
 DG5555  ELLIP HEIGHT-         244.58  (meters)          (02/??/03) GPS OBS
 DG5555  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 DG5555
 DG5555  HORZ ORDER  -  SPECIAL (CORS)
 DG5555  ELLP ORDER  -  SPECIAL (CORS)
 DG5555
 DG5555.ITRF positions are available for this station.
 DG5555.The coordinates were established by GPS observations
 DG5555.and adjusted by the National Geodetic Survey in February 2003..
 DG5555.The coordinates are valid at the epoch date displayed above.
 DG5555.The epoch date for horizontal control is a decimal equivalence
 DG5555.of Year/Month/Day.
 DG5555
 DG5555
 DG5555.The PID for the CORS ARP is DF3916.
 DG5555
 DG5555.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5555
 DG5555.The ellipsoidal height was determined by GPS observations
 DG5555.and is referenced to NAD 83.
 DG5555
 DG5555.The geoid height was determined by GEOID03.
 DG5555
 DG5555;                    North         East     Units Scale Factor Converg.
 DG5555;SPC IN E     -   679,381.477   151,224.901   MT  0.99999895   +0 24 16.7
 DG5555;SPC IN E     - 2,228,937.40    496,143.70   sFT  0.99999895   +0 24 16.7
 DG5555
 DG5555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5555!SPC IN E     -   0.99996164  x   0.99999895  =   0.99996059
 DG5555
 DG5555                          SUPERSEDED SURVEY CONTROL
 DG5555
 DG5555.No superseded survey control is available for this station.
 DG5555
 DG5555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6272381211(NAD 83)
 DG5555_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG5555
 DG5555                          STATION DESCRIPTION
 DG5555
 DG5555'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG5555'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG5555'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG5555'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG5555'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG5555'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1530 ***********************************************************************
 MD1530  DESIGNATION -  AUBURN MUNICIPAL TANK
 MD1530  PID         -  MD1530
 MD1530  STATE/COUNTY-  IN/DE KALB
 MD1530  USGS QUAD   -  AUBURN (1981)
 MD1530
 MD1530                         *CURRENT SURVEY CONTROL
 MD1530  ___________________________________________________________________
 MD1530* NAD 83(1997)-  41 21 54.35110(N)    085 03 54.83824(W)     ADJUSTED  
 MD1530* NAVD 88     -                                                        
 MD1530  ___________________________________________________________________
 MD1530  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 MD1530  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 MD1530
 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
 MD1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1530
 MD1530.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1530
 MD1530  NAD 83(1995)-  41 21 54.35072(N)    085 03 54.84142(W) AD(       ) 4
 MD1530  NAD 83(1986)-  41 21 54.35227(N)    085 03 54.85162(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1530.See file dsdata.txt to determine how the superseded data were derived.
 MD1530
 MD1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6182081094(NAD 83)
 MD1530
 MD1530  HISTORY     - Date     Condition        Report By
 MD1530  HISTORY     - 1946     MONUMENTED       CGS
 MD1530  HISTORY     - 1963     SEE DESCRIPTION  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 = OCTOBER  6, 2006
 JZ0568 ***********************************************************************
 JZ0568  DESIGNATION -  AURORA
 JZ0568  PID         -  JZ0568
 JZ0568  STATE/COUNTY-  IN/DEARBORN
 JZ0568  USGS QUAD   -  AURORA (1981)
 JZ0568
 JZ0568                         *CURRENT SURVEY CONTROL
 JZ0568  ___________________________________________________________________
 JZ0568* NAD 83(1986)-  39 03 22.     (N)    084 54 16.     (W)     SCALED    
 JZ0568* NAVD 88     -       151.942  (meters)     498.50   (feet)  ADJUSTED  
 JZ0568  ___________________________________________________________________
 JZ0568  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JZ0568  DYNAMIC HT  -         151.846 (meters)     498.18  (feet)  COMP
 JZ0568  MODELED GRAV-     979,994.8   (mgal)                       NAVD 88
 JZ0568
 JZ0568  VERT ORDER  -  FIRST     CLASS II
 JZ0568
 JZ0568.The horizontal coordinates were scaled from a topographic map and have
 JZ0568.an estimated accuracy of +/- 6 seconds.
 JZ0568
 JZ0568.The orthometric height was determined by differential leveling
 JZ0568.and adjusted by the National Geodetic Survey in June 1991..
 JZ0568
 JZ0568.The geoid height was determined by GEOID03.
 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     -   423,000.      165,980.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0568.See file dsdata.txt to determine how the superseded data were derived.
 JZ0568
 JZ0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ813250(NAD 83)
 JZ0568_MARKER: Z = SEE DESCRIPTION
 JZ0568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0568_SP_SET: BUILDING
 JZ0568_STAMPING: JANUARY 25 1937
 JZ0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0568
 JZ0568  HISTORY     - Date     Condition        Report By
 JZ0568  HISTORY     - 1937     MONUMENTED       DOD
 JZ0568  HISTORY     - 1964     GOOD             NGS
 JZ0568
 JZ0568                          STATION DESCRIPTION
 JZ0568
 JZ0568'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ2329 ***********************************************************************
 HZ2329  DESIGNATION -  AUSTIN 2 RESET
 HZ2329  PID         -  HZ2329
 HZ2329  STATE/COUNTY-  IN/SCOTT
 HZ2329  USGS QUAD   -  SCOTTSBURG (1994)
 HZ2329
 HZ2329                         *CURRENT SURVEY CONTROL
 HZ2329  ___________________________________________________________________
 HZ2329* NAD 83(1997)-  38 43 39.47610(N)    085 46 59.91208(W)     ADJUSTED  
 HZ2329* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 HZ2329  ___________________________________________________________________
 HZ2329  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 HZ2329  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HZ2329
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2329
 HZ2329.The geoid height was determined by GEOID03.
 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     -   0.99997786  x   0.99996793  =   0.99994579
 HZ2329!UTM  16      -   0.99997786  x   0.99973774  =   0.99971561
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2329.See file dsdata.txt to determine how the superseded data were derived.
 HZ2329
 HZ2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0576087255(NAD 83)
 HZ2329_MARKER: DS = TRIANGULATION STATION DISK
 HZ2329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2341 ***********************************************************************
 HZ2341  DESIGNATION -  AUSTIN AMER CAN CO TANK
 HZ2341  PID         -  HZ2341
 HZ2341  STATE/COUNTY-  IN/SCOTT
 HZ2341  USGS QUAD   -  SCOTTSBURG (1994)
 HZ2341
 HZ2341                         *CURRENT SURVEY CONTROL
 HZ2341  ___________________________________________________________________
 HZ2341* NAD 83(1997)-  38 44 49.48102(N)    085 48 29.40481(W)     ADJUSTED  
 HZ2341* NAVD 88     -                                                        
 HZ2341  ___________________________________________________________________
 HZ2341  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 HZ2341  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HZ2341
 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
 HZ2341.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2341
 HZ2341.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2341
 HZ2341  NAD 83(1993)-  38 44 49.48343(N)    085 48 29.40300(W) AD(       ) 4
 HZ2341  NAD 83(1986)-  38 44 49.48410(N)    085 48 29.40800(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2341.See file dsdata.txt to determine how the superseded data were derived.
 HZ2341
 HZ2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0357189384(NAD 83)
 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 = OCTOBER  6, 2006
 HZ2336 ***********************************************************************
 HZ2336  DESIGNATION -  AUSTIN MORGAN PACKING SW STACK
 HZ2336  PID         -  HZ2336
 HZ2336  STATE/COUNTY-  IN/SCOTT
 HZ2336  USGS QUAD   -  SCOTTSBURG (1994)
 HZ2336
 HZ2336                         *CURRENT SURVEY CONTROL
 HZ2336  ___________________________________________________________________
 HZ2336* NAD 83(1997)-  38 44 51.09040(N)    085 48 43.19460(W)     ADJUSTED  
 HZ2336* NAVD 88     -                                                        
 HZ2336  ___________________________________________________________________
 HZ2336  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 HZ2336  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HZ2336
 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
 HZ2336.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2336
 HZ2336.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2336
 HZ2336  NAD 83(1993)-  38 44 51.09288(N)    085 48 43.19268(W) AD(       ) 4
 HZ2336  NAD 83(1986)-  38 44 51.09345(N)    085 48 43.19783(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2336.See file dsdata.txt to determine how the superseded data were derived.
 HZ2336
 HZ2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0323789430(NAD 83)
 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 = OCTOBER  6, 2006
 HZ2337 ***********************************************************************
 HZ2337  DESIGNATION -  AUSTIN MORGAN PACKING NE STACK
 HZ2337  PID         -  HZ2337
 HZ2337  STATE/COUNTY-  IN/SCOTT
 HZ2337  USGS QUAD   -  SCOTTSBURG (1994)
 HZ2337
 HZ2337                         *CURRENT SURVEY CONTROL
 HZ2337  ___________________________________________________________________
 HZ2337* NAD 83(1997)-  38 44 51.58146(N)    085 48 41.94279(W)     ADJUSTED  
 HZ2337* NAVD 88     -                                                        
 HZ2337  ___________________________________________________________________
 HZ2337  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 HZ2337  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HZ2337
 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
 HZ2337.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2337
 HZ2337.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2337
 HZ2337  NAD 83(1993)-  38 44 51.58394(N)    085 48 41.94086(W) AD(       ) 4
 HZ2337  NAD 83(1986)-  38 44 51.58451(N)    085 48 41.94601(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2337.See file dsdata.txt to determine how the superseded data were derived.
 HZ2337
 HZ2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0326789445(NAD 83)
 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 = OCTOBER  6, 2006
 HZ2338 ***********************************************************************
 HZ2338  DESIGNATION -  AUSTIN MORGAN PACKING WATER TK
 HZ2338  PID         -  HZ2338
 HZ2338  STATE/COUNTY-  IN/SCOTT
 HZ2338  USGS QUAD   -  SCOTTSBURG (1994)
 HZ2338
 HZ2338                         *CURRENT SURVEY CONTROL
 HZ2338  ___________________________________________________________________
 HZ2338* NAD 83(1997)-  38 44 53.59027(N)    085 48 39.72578(W)     ADJUSTED  
 HZ2338* NAVD 88     -                                                        
 HZ2338  ___________________________________________________________________
 HZ2338  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 HZ2338  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HZ2338
 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
 HZ2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2338
 HZ2338.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2338
 HZ2338  NAD 83(1993)-  38 44 53.59276(N)    085 48 39.72385(W) AD(       ) 4
 HZ2338  NAD 83(1986)-  38 44 53.59332(N)    085 48 39.72898(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2338.See file dsdata.txt to determine how the superseded data were derived.
 HZ2338
 HZ2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0332089508(NAD 83)
 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 = OCTOBER  6, 2006
 HZ2339 ***********************************************************************
 HZ2339  DESIGNATION -  AUSTIN MORGAN PACKING NW STACK
 HZ2339  PID         -  HZ2339
 HZ2339  STATE/COUNTY-  IN/SCOTT
 HZ2339  USGS QUAD   -  SCOTTSBURG (1994)
 HZ2339
 HZ2339                         *CURRENT SURVEY CONTROL
 HZ2339  ___________________________________________________________________
 HZ2339* NAD 83(1997)-  38 44 54.06439(N)    085 48 35.78874(W)     ADJUSTED  
 HZ2339* NAVD 88     -                                                        
 HZ2339  ___________________________________________________________________
 HZ2339  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 HZ2339  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HZ2339
 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
 HZ2339.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2339
 HZ2339.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2339
 HZ2339  NAD 83(1993)-  38 44 54.06688(N)    085 48 35.78682(W) AD(       ) 4
 HZ2339  NAD 83(1986)-  38 44 54.06743(N)    085 48 35.79196(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2339.See file dsdata.txt to determine how the superseded data were derived.
 HZ2339
 HZ2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0341589524(NAD 83)
 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 = OCTOBER  6, 2006
 HZ2340 ***********************************************************************
 HZ2340  DESIGNATION -  AUSTIN MORGAN PACKING SE STACK
 HZ2340  PID         -  HZ2340
 HZ2340  STATE/COUNTY-  IN/SCOTT
 HZ2340  USGS QUAD   -  SCOTTSBURG (1994)
 HZ2340
 HZ2340                         *CURRENT SURVEY CONTROL
 HZ2340  ___________________________________________________________________
 HZ2340* NAD 83(1997)-  38 44 52.83433(N)    085 48 34.98803(W)     ADJUSTED  
 HZ2340* NAVD 88     -                                                        
 HZ2340  ___________________________________________________________________
 HZ2340  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 HZ2340  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HZ2340
 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
 HZ2340.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2340
 HZ2340.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2340
 HZ2340  NAD 83(1993)-  38 44 52.83682(N)    085 48 34.98611(W) AD(       ) 4
 HZ2340  NAD 83(1986)-  38 44 52.83737(N)    085 48 34.99126(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2340.See file dsdata.txt to determine how the superseded data were derived.
 HZ2340
 HZ2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0343589486(NAD 83)
 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 = OCTOBER  6, 2006
 HZ2330 ***********************************************************************
 HZ2330  DESIGNATION -  AUSTIN RESET
 HZ2330  PID         -  HZ2330
 HZ2330  STATE/COUNTY-  IN/SCOTT
 HZ2330  USGS QUAD   -  SCOTTSBURG (1994)
 HZ2330
 HZ2330                         *CURRENT SURVEY CONTROL
 HZ2330  ___________________________________________________________________
 HZ2330* NAD 83(1997)-  38 43 38.84531(N)    085 47 01.05595(W)     ADJUSTED  
 HZ2330* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 HZ2330  ___________________________________________________________________
 HZ2330  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 HZ2330  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HZ2330
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2330
 HZ2330.The geoid height was determined by GEOID03.
 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     -   0.99997786  x   0.99996794  =   0.99994580
 HZ2330!UTM  16      -   0.99997786  x   0.99973766  =   0.99971553
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2330.See file dsdata.txt to determine how the superseded data were derived.
 HZ2330
 HZ2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0573387235(NAD 83)
 HZ2330_MARKER: DS = TRIANGULATION STATION DISK
 HZ2330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA1912 ***********************************************************************
 KA1912  DESIGNATION -  AVENUE
 KA1912  PID         -  KA1912
 KA1912  STATE/COUNTY-  IN/MARION
 KA1912  USGS QUAD   -  INDIANAPOLIS EAST (1980)
 KA1912
 KA1912                         *CURRENT SURVEY CONTROL
 KA1912  ___________________________________________________________________
 KA1912* NAD 83(1997)-  39 49 31.92425(N)    086 05 01.41968(W)     ADJUSTED  
 KA1912* NAVD 88     -       248.26   (+/-2cm)     814.5    (feet)  VERTCON   
 KA1912  ___________________________________________________________________
 KA1912  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 KA1912  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KA1912
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1912
 KA1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1912
 KA1912.The geoid height was determined by GEOID03.
 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     -   0.99996633  x   0.99998235  =   0.99994869
 KA1912!UTM  16      -   0.99996633  x   0.99967569  =   0.99964204
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  248.40   (m)          815.0    (f) LEVELING    3  
 KA1912
 KA1912.Superseded values are not recommended for survey control.
 KA1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1912.See file dsdata.txt to determine how the superseded data were derived.
 KA1912
 KA1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7841208795(NAD 83)
 KA1912_MARKER: DS = TRIANGULATION STATION DISK
 KA1912_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 MD1535 ***********************************************************************
 MD1535  DESIGNATION -  AVILLA MUNICIPAL TANK
 MD1535  PID         -  MD1535
 MD1535  STATE/COUNTY-  IN/NOBLE
 MD1535  USGS QUAD   -  GARRETT (1973)
 MD1535
 MD1535                         *CURRENT SURVEY CONTROL
 MD1535  ___________________________________________________________________
 MD1535* NAD 83(1997)-  41 21 49.97514(N)    085 14 20.74546(W)     ADJUSTED  
 MD1535* NAVD 88     -                                                        
 MD1535  ___________________________________________________________________
 MD1535  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 MD1535  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MD1535
 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
 MD1535.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1535
 MD1535.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1535
 MD1535  NAD 83(1995)-  41 21 49.97611(N)    085 14 20.75332(W) AD(       ) 4
 MD1535  NAD 83(1986)-  41 21 49.97605(N)    085 14 20.75654(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1535.See file dsdata.txt to determine how the superseded data were derived.
 MD1535
 MD1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4728080649(NAD 83)
 MD1535
 MD1535  HISTORY     - Date     Condition        Report By
 MD1535  HISTORY     - UNK      MONUMENTED
 MD1535  HISTORY     - 1963     SEE DESCRIPTION  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 = OCTOBER  6, 2006
 MD0849 ***********************************************************************
 MD0849  DESIGNATION -  AVILLE RESET
 MD0849  PID         -  MD0849
 MD0849  STATE/COUNTY-  IN/NOBLE
 MD0849  USGS QUAD   -  CORUNNA (1973)
 MD0849
 MD0849                         *CURRENT SURVEY CONTROL
 MD0849  ___________________________________________________________________
 MD0849* NAD 83(1997)-  41 22 32.21656(N)    085 14 22.86422(W)     ADJUSTED  
 MD0849* NAVD 88     -       305.92   (meters)    1003.7    (feet)  RESET     
 MD0849  ___________________________________________________________________
 MD0849  X           -     397,786.699 (meters)                     COMP
 MD0849  Y           -  -4,776,791.164 (meters)                     COMP
 MD0849  Z           -   4,193,996.370 (meters)                     COMP
 MD0849  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 MD0849  ELLIP HEIGHT-         272.96  (meters)          (05/25/99) GPS OBS
 MD0849  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MD0849
 MD0849  HORZ ORDER  -  SECOND
 MD0849  VERT ORDER  -  THIRD
 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 computed from unverified reset data.
 MD0849
 MD0849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD0849
 MD0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0849
 MD0849.The ellipsoidal height was determined by GPS observations
 MD0849.and is referenced to NAD 83.
 MD0849
 MD0849.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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  NGVD 29 (04/16/04)  306.06   (m)         1004.1    (f) RESET       3  
 MD0849
 MD0849.Superseded values are not recommended for survey control.
 MD0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0849.See file dsdata.txt to determine how the superseded data were derived.
 MD0849
 MD0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4720581950(NAD 83)
 MD0849_MARKER: DS = TRIANGULATION STATION DISK
 MD0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0849_SP_SET: CONCRETE POST
 MD0849_STAMPING: AVILLE 1946 1970
 MD0849_MARK LOGO: NGS   
 MD0849_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0849+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1988
 MD0849
 MD0849  HISTORY     - Date     Condition        Report By
 MD0849  HISTORY     - 1946     MONUMENTED       CGS
 MD0849  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MD0849  HISTORY     - 1968     SEE DESCRIPTION  LOCSUR
 MD0849  HISTORY     - 1970     SEE DESCRIPTION  NGS
 MD0849  HISTORY     - 1970     GOOD             NGS
 MD0849  HISTORY     - 19880817 GOOD             NGS
 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
 MD0849'AVILLA AND ABOUT 5
 MD0849'MILES SOUTHEAST OF KENDALLVILLE.  IT IS 58 FEET EAST OF CENTERLINE OF
 MD0849'STATE HIGHWAYS 3 AND 8, 29 FEET
 MD0849'SOUTHEAST OF A POWERLINE POST AND IS 31 FEET SOUTH OF A FENCELINE.
 MD0849'THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD0849'AVILLE 1946.
 MD0849'
 MD0849'REFERENCE MARK NO. 1 85.59 FEET NORTHEAST FROM THE STATION AND IS 1
 MD0849'FOOT SOUTH OF A FENCELINE.
 MD0849'THE MARK IS FLUSH AND THE DISK IS STAMPED 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
 MD0849'8 AND 3, 1 FOOT WEST OF TELEPHONE POLE, 2 FEET NORTHEAST OF A FENCE
 MD0849'CORNER AND 8 FEET SOUTH OF A DRIVE
 MD0849'WAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD0849'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
 MD0849'EAST OF STATE HIGHWAYS 8 AND 3 AND IS 2.5 FEET NORTHWEST OF A BRICK
 MD0849'POST THE MARK IS A STANDARD USC AND GS
 MD0849'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
 MD0849'AVILLA GO NORTH ON STATE
 MD0849'HIGHWAYS 8 AND 3 FOR 0.6 MILE TO STATION ON RIGHT AS DESCRIBED.
 MD0849'
 MD0849'TO REACH AZIMUTH MARK GO SOUTH 0.2 MILE FROM STATION ON STATE
 MD0849'HIGHWAYS 8 AND 3 TO AZIMUTH
 MD0849'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,
 MD0849'EXCEPT THAT THERE APPEARS TO
 MD0849'BE AN ERROR OR BLUNDER IN DETERMINING THE AZIMUTH TO THE AZIMUTH
 MD0849'MARK.  THE AZIMUTH TO THE TWO REFERENCE
 MD0849'MARKS APPARENTLY ARE CORRECT AND THE AZIMUTH MARK IS 7 DEG. 14 MIN.
 MD0849'TO THE LEFT OF BENCH MARK Z 161 INSTEAD
 MD0849'OF THE DATA-INDICATED 28 DEG. 48 MIN. 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
 MD0849'(MAYBE LATER IN) OF CEMETERY, 58 FEET E OF CENTER LINE OF 22-FOOT
 MD0849'ASPHALT PAVEMENT, OPPOSITE CREST OF
 MD0849'HWY. GRADES, 32 FEET SE OF POWER POLE, 31-1/2 FEET S OF
 MD0849'FENCE, ABOUT 7 YARDS S OF FOOT OF SLOPED 3-FOOT BANK,
 MD0849'STANDARD DISKS STAMPED AVILLE 1946 IN 1A
 MD0849'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
 MD0849'OR 26.076 METERS ENE IN AZIMUTH
 MD0849'249 DEG. 02 MIN. FROM STATION, 137 FEET E OF C/L OF HWY., AND 1 FOOT
 MD0849'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
 MD0849'METERS) AS MEASURED WITH 300-FOOT TAPE S IN AZIMUTH 13 DEG. 53 MIN.
 MD0849'FROM STATION, 33 FEET E OF HWY. C/L, 3 FEET NE
 MD0849'OF NE CORNER OF BRICK POST AS PRESENT NW CORNER OF CEMETERY, AND 1.5
 MD0849'FEET S OF STEEL WITNESS POST, A STANDARD
 MD0849'BENCH MARK DISK IN TOP OF 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
 MD0849'LINE OF THE HWY., 4.7 FEET HIGHER THAN SAME, 8 FEET S OF CENTER LINE
 MD0849'OF A DRIVEWAY, 2-1/2 FEET NE OF FENCE
 MD0849'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
 MD0849'2 FEET OF CONCRETE
 MD0849'MONUMENT (WITH BRASS PLUG) HAS BEEN BROKEN OFF AND IS LYING
 MD0849'ON WEST R/W LINE OF STATE ROAD
 MD0849'NO. 3 NEAR DESCRIBED LOCATION.  DID NOT LOCATE
 MD0849'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.
 MD0849'REFERENCE MARK 1 WAS FOUND TILTED BY GRADING AND THE DISK
 MD0849'WAS SALVAGED.  THE AZIMUTH
 MD0849'MARK WAS DESTROYED BY GRADING.  THE SURFACE
 MD0849'STATION MARK WAS RESET HOLDING THE
 MD0849'UNDERGROUND POINT.  REFERENCE MARK 2
 MD0849'WAS SET.  THERE WAS NO OBJECT AVAILABLE FROM WHICH TO
 MD0849'SET A NEW AZIMUTH
 MD0849'MARK.  A NEW DESCRIPTION FOLLOWS.  THE DISTANCE TO BM Z 161 CHECKED.
 MD0849'
 MD0849'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF A CEMETRY 1/2 MILE
 MD0849'NORTH OF AVILLA,
 MD0849'46 FEET NORTH OF THE CENTERLINE OF THE NORTH DRIVE TO
 MD0849'THE CEMETERY, 58 FEET EAST OF THE
 MD0849'CENTERLINE OF STATE HIGHWAY 3, 32
 MD0849'FEET SOUTHEAST OF A POWER POLE AND 37 FEET SOUTHEAST
 MD0849'OF A FENCE CORNER.
 MD0849'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED AVILLE 1946
 MD0849'1970.  (NOTE 1A 7A)
 MD0849'
 MD0849'REFERENCE MARK 2 IS A STANDARD DISK STAMPED AVILLE 1946 NO 2 1970
 MD0849'SET IN A DRILL
 MD0849'HOLE IN THE TOP OF A BOULDER PROJECTING ABOUT 6 INCHES.
 MD0849'IT IS 9 FEET SOUTH OF A FENCE AND
 MD0849'70 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
 MD0849'A SQUARE CONCRETE POST PROJECTING 3 INCHES, 1 FOOT
 MD0849'SOUTH OF A METAL WITNESS POST, 85
 MD0849'FEET SOUTH OF THE CENTERLINE OF THE
 MD0849'DRIVE, 3 FEET NORTHEAST OF A BRICK FENCE POST, 32
 MD0849'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
 MD0849'CEMETERY.  OWNERSHIP--DIOCESE OF FORT WAYNE, SOUTH BEND INDIANA, INC.
 MD0849'CARETAKER IS ST. MARYS CATHOLIC CHURCH, AVILLA, IN 46710, PHONE
 MD0849'219-897-3261.
 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'THE STATION MARK IS A STANDARD CGS TRIANGULATION STATION DISK
 MD0849'STAMPED---AVILLE 1946---, SET IN THE TOP OF A SQUARE CONCRETE POST
 MD0849'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  LOCATED 17.68 M (58.0 FT)
 MD0849'EAST FROM CENTER OF STATE HIGWAY 3, 14.02 M (46.0 FT) NORTH FROM
 MD0849'CENTER OF NORTH ENTRANCE DRIVE TO CEMETERY, 9.75 M (32.0 FT)
 MD0849'SOUTHEAST FROM UTILITY POLE AND 0.3 M (1.0 FT) SOUTH FROM A WITNESS
 MD0849'POST.
 MD0849'GPS SURVEY, FAA AIRPORTS, INDIANA.
 MD0849'DESCRIBED BY D.A. BOWLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0850 ***********************************************************************
 MD0850  DESIGNATION -  AVILLE RM 2
 MD0850  PID         -  MD0850
 MD0850  STATE/COUNTY-  IN/NOBLE
 MD0850  USGS QUAD   -  CORUNNA (1973)
 MD0850
 MD0850                         *CURRENT SURVEY CONTROL
 MD0850  ___________________________________________________________________
 MD0850* NAD 83(1986)-  41 22 32.     (N)    085 14 22.     (W)     SCALED    
 MD0850* NAVD 88     -       305.97   (meters)    1003.8    (feet)  RESET     
 MD0850  ___________________________________________________________________
 MD0850  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MD0850
 MD0850  VERT ORDER  -  THIRD
 MD0850
 MD0850.The horizontal coordinates were scaled from a topographic map and have
 MD0850.an estimated accuracy of +/- 6 seconds.
 MD0850
 MD0850.The orthometric height was computed from unverified reset data.
 MD0850
 MD0850.The geoid height was determined by GEOID03.
 MD0850
 MD0850;                    North         East    Units  Estimated Accuracy
 MD0850;SPC IN E     -   680,350.      135,740.      MT  (+/- 180 meters Scaled)
 MD0850
 MD0850                          SUPERSEDED SURVEY CONTROL
 MD0850
 MD0850  NGVD 29 (04/16/04)  306.11   (m)         1004.3    (f) RESET       3  
 MD0850
 MD0850.Superseded values are not recommended for survey control.
 MD0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0850.See file dsdata.txt to determine how the superseded data were derived.
 MD0850
 MD0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL472819(NAD 83)
 MD0850_MARKER: DR = REFERENCE MARK DISK
 MD0850_SETTING: 80 = SET IN A BOULDER
 MD0850_SP_SET: BOULDER
 MD0850_STAMPING: AVILLE 1946 NO 2 1970
 MD0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0850+STABILITY: SURFACE MOTION
 MD0850
 MD0850  HISTORY     - Date     Condition        Report By
 MD0850  HISTORY     - 1970     MONUMENTED       NGS
 MD0850
 MD0850                          STATION DESCRIPTION
 MD0850
 MD0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 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 = OCTOBER  6, 2006
 AE8491 ***********************************************************************
 AE8491  CBN         -  This is a Cooperative Base Network Control Station.
 AE8491  DESIGNATION -  AVON
 AE8491  PID         -  AE8491
 AE8491  STATE/COUNTY-  IN/HENDRICKS
 AE8491  USGS QUAD   -  BROWNSBURG (1980)
 AE8491
 AE8491                         *CURRENT SURVEY CONTROL
 AE8491  ___________________________________________________________________
 AE8491* NAD 83(1997)-  39 45 40.88869(N)    086 24 11.94784(W)     ADJUSTED  
 AE8491* NAVD 88     -       252.7    (meters)     829.     (feet)  GPS OBS   
 AE8491  ___________________________________________________________________
 AE8491  X           -     308,009.194 (meters)                     COMP
 AE8491  Y           -  -4,900,195.342 (meters)                     COMP
 AE8491  Z           -   4,057,792.723 (meters)                     COMP
 AE8491  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 AE8491  ELLIP HEIGHT-         219.56  (meters)          (04/10/98) GPS OBS
 AE8491  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 AE8491
 AE8491  HORZ ORDER  -  B
 AE8491  ELLP ORDER  -  FOURTH    CLASS I
 AE8491
 AE8491.The horizontal coordinates were established by GPS observations
 AE8491.and adjusted by the National Geodetic Survey in April 1998..
 AE8491
 AE8491.The orthometric height was determined by GPS observations and a
 AE8491.high-resolution geoid model.
 AE8491
 AE8491.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8491
 AE8491.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8491
 AE8491.The ellipsoidal height was determined by GPS observations
 AE8491.and is referenced to NAD 83.
 AE8491
 AE8491.The geoid height was determined by GEOID03.
 AE8491
 AE8491;                    North         East     Units Scale Factor Converg.
 AE8491;SPC IN W     -   501,242.702   958,269.011   MT  1.00000845   +0 26 05.8
 AE8491;SPC IN W     - 1,644,493.76  3,143,920.91   sFT  1.00000845   +0 26 05.8
 AE8491;UTM  16      - 4,401,441.051   551,109.554   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                          SUPERSEDED SURVEY CONTROL
 AE8491
 AE8491.No superseded survey control is available for this station.
 AE8491
 AE8491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK5111001441(NAD 83)
 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 - 1997
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2530 ***********************************************************************
 ME2530  DESIGNATION -  AYLES
 ME2530  PID         -  ME2530
 ME2530  STATE/COUNTY-  IN/PORTER
 ME2530  USGS QUAD   -  HEBRON (1972)
 ME2530
 ME2530                         *CURRENT SURVEY CONTROL
 ME2530  ___________________________________________________________________
 ME2530* NAD 83(1997)-  41 19 05.09627(N)    087 08 46.15621(W)     ADJUSTED  
 ME2530* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 ME2530  ___________________________________________________________________
 ME2530  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 ME2530  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 ME2530
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2530
 ME2530.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2530.See file dsdata.txt to determine how the superseded data were derived.
 ME2530
 ME2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8776774078(NAD 83)
 ME2530_MARKER: DS = TRIANGULATION STATION DISK
 ME2530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2529 ***********************************************************************
 ME2529  DESIGNATION -  AYLES 2
 ME2529  PID         -  ME2529
 ME2529  STATE/COUNTY-  IN/PORTER
 ME2529  USGS QUAD   -  HEBRON (1972)
 ME2529
 ME2529                         *CURRENT SURVEY CONTROL
 ME2529  ___________________________________________________________________
 ME2529* NAD 83(1997)-  41 19 05.29982(N)    087 08 46.15947(W)     ADJUSTED  
 ME2529* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 ME2529  ___________________________________________________________________
 ME2529  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 ME2529  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 ME2529
 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.No horizontal observational check was made to the station.
 ME2529
 ME2529.The orthometric height was scaled from a topographic map.
 ME2529
 ME2529.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2529
 ME2529.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2529.See file dsdata.txt to determine how the superseded data were derived.
 ME2529
 ME2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8776774085(NAD 83)
 ME2529_MARKER: DS = TRIANGULATION STATION DISK
 ME2529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2529_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 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
 ME2529'STATE HIGHWAY 8, 66 FEET EAST OF A POWER POLE, 42 FEET NORTH OF THE
 ME2529'CENTER OF STATE HIGHWAY 8, AND 1 FOOT
 ME2529'WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES
 ME2529'AND THE DISK 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
 ME2529'AND THE DISK IS STAMPED AYLES 2 NO 3 1956.
 ME2529'
 ME2529'REFERENCE MARK NO. 4 IS 42 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 ME2529'8 AND 5 FEET EAST-SOUTHEAST OF
 ME2529'POWER POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED AYLES
 ME2529'2 NO 4 1956.
 ME2529'
 ME2529'AZIMUTH MARK IS ABOUT 100 FEET SOUTH-SOUTHWEST OF THE HAROLD BRADDOCK
 ME2529'FARMHOUSE, 49 FEET SOUTH OF
 ME2529'THE CENTER OF STATE HIGHWAY 8 AND 1 FOOT NORTH OF A FENCE POST.  THE
 ME2529'MARK PROJECTS 3 INCHES AND THE DISK
 ME2529'IS 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
 ME2529'HIGHWAY 8 FOR 2.45 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 ME2529'DESCRIBED.  CONTINUE EAST ON STATE
 ME2529'HIGHWAY 8 FOR 0.3 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
 ME2529'FOR THE STATION MARK AND REFERENCE MARKS BUT NO TRACE
 ME2529'COULD BE FOUND OF THEM.  BY USING
 ME2529'THE EXISTING MEASUREMENT OF 42 FEET
 ME2529'NORTH OF THE CENTERLINE OF THE ROAD THE STATION MARK
 ME2529'AND REFERENCE
 ME2529'MARKS WOULD BE IN THE BACK SLOPE OF A DITCH LINE AND ARE ASSUMED
 ME2529'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
 ME2529'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
 ME2529'SURFACE STATION MARK WAS FOUND BROKEN OFF.  REFERENCE
 ME2529'MARK 3 WAS FOUND WITH THE TOP
 ME2529'PORTION BROKEN OFF.  REFERENCE MARK 4 WAS
 ME2529'NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED BY
 ME2529'GRADING.  A NEW DESCRIPTION
 ME2529'FOLLOWS-
 ME2529'
 ME2529'THE STATION IS LOCATED ABOUT 6 MILES WEST OF KOUTS, ON
 ME2529'ROAD-RIGHT-OF-WAY, 67
 ME2529'FEET EAST OF POWER POLE NO. 431-624, 41 FEET NORTH
 ME2529'OF THE CENTERLINE OF
 ME2529'STATE HIGHWAY 8, 6 FEET SOUTH OF A FENCE, 1 FOOT
 ME2529'WEST OF A METAL WITNESS POST AND 217
 ME2529'FEET EAST OF A CONCRETE HEADWALL.
 ME2529'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED AYLES 2
 ME2529'1956.
 ME2529'
 ME2529'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 231, STATE
 ME2529'HIGHWAYS 2 AND 8
 ME2529'AT HEBRON, GO EAST ON HIGHWAY 8 FOR 2.5 MILES TO THE
 ME2529'AZIMUTH MARK ON THE RIGHT.
 ME2529'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
 ME2529'POWER POLE, AND 46
 ME2529'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  THE
 ME2529'MONUMENT PROJECTS 2 INCHES AND THE
 ME2529'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
 ME2529'1972 SET IN A
 ME2529'DRILL HOLE IN THE TOP OF A CONCRETE HEADWALL, 38 FEET
 ME2529'NORTH OF THE CENTERLINE OF THE
 ME2529'HIGHWAY, 13 FEET SOUTH OF A FENCE AND
 ME2529'11 FEET EAST OF THE CENTERLINE OF A FIELD
 ME2529'ENTRANCE.
 ME2529'
 ME2529'THE AZIMUTH MARK IS 1 FOOT NORTH OF A FENCE CORNER POST AND A
 ME2529'METAL WITNESS
 ME2529'POST, 8 FEET WEST OF THE CENTERLINE OF A FIELD ENTRANCE,
 ME2529'49 FEET SOUTH OF THE CENTERLINE
 ME2529'OF THE HIGHWAY AND 7 FEET SOUTHEAST OF
 ME2529'THE SOUTH END OF A CONCRETE HEADWALL.  THE
 ME2529'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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1293 ***********************************************************************
 ME1293  DESIGNATION -  AYLES 2 AZ MK
 ME1293  PID         -  ME1293
 ME1293  STATE/COUNTY-  IN/PORTER
 ME1293  USGS QUAD   -  HEBRON (1972)
 ME1293
 ME1293                         *CURRENT SURVEY CONTROL
 ME1293  ___________________________________________________________________
 ME1293* NAD 83(1986)-  41 19 03.     (N)    087 09 06.     (W)     SCALED    
 ME1293* NAVD 88     -       208.60   (meters)     684.4    (feet)  RESET     
 ME1293  ___________________________________________________________________
 ME1293  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 ME1293
 ME1293  VERT ORDER  -  THIRD
 ME1293
 ME1293.The horizontal coordinates were scaled from a topographic map and have
 ME1293.an estimated accuracy of +/- 6 seconds.
 ME1293
 ME1293.The orthometric height was computed from unverified reset data.
 ME1293.No vertical observational check was made to the station.
 ME1293
 ME1293.The geoid height was determined by GEOID03.
 ME1293
 ME1293;                    North         East    Units  Estimated Accuracy
 ME1293;SPC IN W     -   673,820.      894,280.      MT  (+/- 180 meters Scaled)
 ME1293
 ME1293                          SUPERSEDED SURVEY CONTROL
 ME1293
 ME1293.No superseded survey control is available for this station.
 ME1293
 ME1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL873740(NAD 83)
 ME1293_MARKER: DZ = AZIMUTH MARK DISK
 ME1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1293_STAMPING: AYLES 2 1956
 ME1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1293+STABILITY: SURFACE MOTION
 ME1293
 ME1293  HISTORY     - Date     Condition        Report By
 ME1293  HISTORY     - 1956     MONUMENTED       CGS
 ME1293  HISTORY     - 1972     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1792 ***********************************************************************
 KA1792  DESIGNATION -  AYRSHIRE COLLIERY CHINWOK TK
 KA1792  PID         -  KA1792
 KA1792  STATE/COUNTY-  IN/CLAY
 KA1792  USGS QUAD   -  STAUNTON (1986)
 KA1792
 KA1792                         *CURRENT SURVEY CONTROL
 KA1792  ___________________________________________________________________
 KA1792* NAD 83(1997)-  39 28 01.27711(N)    087 10 32.94469(W)     ADJUSTED  
 KA1792* NAVD 88     -                                                        
 KA1792  ___________________________________________________________________
 KA1792  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 KA1792  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KA1792
 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
 KA1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1792
 KA1792.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1792
 KA1792  NAD 83(1986)-  39 28 01.28222(N)    087 10 32.93726(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1792.See file dsdata.txt to determine how the superseded data were derived.
 KA1792
 KA1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8487668619(NAD 83)
 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 = OCTOBER  6, 2006
 JZ0532 ***********************************************************************
 JZ0532  DESIGNATION -  B 1
 JZ0532  PID         -  JZ0532
 JZ0532  STATE/COUNTY-  IN/DEARBORN
 JZ0532  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ0532
 JZ0532                         *CURRENT SURVEY CONTROL
 JZ0532  ___________________________________________________________________
 JZ0532* NAD 83(1986)-  39 05 32.     (N)    084 50 52.     (W)     SCALED    
 JZ0532* NAVD 88     -       146.215  (meters)     479.71   (feet)  POSTED    
 JZ0532  ___________________________________________________________________
 JZ0532  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JZ0532  DYNAMIC HT  -         146.120 (meters)     479.40  (feet)  COMP
 JZ0532  MODELED GRAV-     980,002.5   (mgal)                       NAVD 88
 JZ0532
 JZ0532  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 JZ0532
 JZ0532.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 JZ0532.rate greater than 8.0 mm/km.
 JZ0532
 JZ0532.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0532.See file dsdata.txt to determine how the superseded data were derived.
 JZ0532
 JZ0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ861292(NAD 83)
 JZ0532_MARKER: DB = BENCH MARK DISK
 JZ0532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0532_SP_SET: STEP
 JZ0532_STAMPING: B 1
 JZ0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0532
 JZ0532  HISTORY     - Date     Condition        Report By
 JZ0532  HISTORY     - UNK      MONUMENTED       CGS
 JZ0532  HISTORY     - 1947     GOOD             NGS
 JZ0532  HISTORY     - 1977     MARK NOT FOUND   USGS
 JZ0532  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0532
 JZ0532                          STATION DESCRIPTION
 JZ0532
 JZ0532'DESCRIBED BY NATIONAL 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'MARK NOT FOUND.
 JZ0532
 JZ0532                          STATION RECOVERY (1986)
 JZ0532
 JZ0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1666 ***********************************************************************
 HZ1666  DESIGNATION -  B 10
 HZ1666  PID         -  HZ1666
 HZ1666  STATE/COUNTY-  IN/JACKSON
 HZ1666  USGS QUAD   -  SEYMOUR (1994)
 HZ1666
 HZ1666                         *CURRENT SURVEY CONTROL
 HZ1666  ___________________________________________________________________
 HZ1666* NAD 83(1986)-  38 55 28.     (N)    085 58 00.     (W)     SCALED    
 HZ1666* NAVD 88     -       170.739  (meters)     560.17   (feet)  ADJUSTED  
 HZ1666  ___________________________________________________________________
 HZ1666  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 HZ1666  DYNAMIC HT  -         170.631 (meters)     559.81  (feet)  COMP
 HZ1666  MODELED GRAV-     979,993.0   (mgal)                       NAVD 88
 HZ1666
 HZ1666  VERT ORDER  -  FIRST     CLASS II
 HZ1666
 HZ1666.The horizontal coordinates were scaled from a topographic map and have
 HZ1666.an estimated accuracy of +/- 6 seconds.
 HZ1666
 HZ1666.The orthometric height was determined by differential leveling
 HZ1666.and adjusted by the National Geodetic Survey in June 1991..
 HZ1666
 HZ1666.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1666.See file dsdata.txt to determine how the superseded data were derived.
 HZ1666
 HZ1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ895089(NAD 83)
 HZ1666_MARKER: DB = BENCH MARK DISK
 HZ1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1666_STAMPING: 560.563 B 10 1930
 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             NGS
 HZ1666
 HZ1666                          STATION DESCRIPTION
 HZ1666
 HZ1666'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1746 ***********************************************************************
 LB1746  DESIGNATION -  B 100
 LB1746  PID         -  LB1746
 LB1746  STATE/COUNTY-  IN/WARREN
 LB1746  USGS QUAD   -  WEST LEBANON (1980)
 LB1746
 LB1746                         *CURRENT SURVEY CONTROL
 LB1746  ___________________________________________________________________
 LB1746* NAD 83(1986)-  40 15 03.     (N)    087 27 21.     (W)     SCALED    
 LB1746* NAVD 88     -       210.814  (meters)     691.65   (feet)  ADJUSTED  
 LB1746  ___________________________________________________________________
 LB1746  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LB1746  DYNAMIC HT  -         210.708 (meters)     691.30  (feet)  COMP
 LB1746  MODELED GRAV-     980,116.5   (mgal)                       NAVD 88
 LB1746
 LB1746  VERT ORDER  -  SECOND    CLASS 0
 LB1746
 LB1746.The horizontal coordinates were scaled from a topographic map and have
 LB1746.an estimated accuracy of +/- 6 seconds.
 LB1746
 LB1746.The orthometric height was determined by differential leveling
 LB1746.and adjusted by the National Geodetic Survey in June 1991..
 LB1746
 LB1746.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1746.See file dsdata.txt to determine how the superseded data were derived.
 LB1746
 LB1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK612556(NAD 83)
 LB1746_MARKER: DB = BENCH MARK DISK
 LB1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1746_STAMPING: B 100 1946
 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 = OCTOBER  6, 2006
 KA1024 ***********************************************************************
 KA1024  DESIGNATION -  B 101
 KA1024  PID         -  KA1024
 KA1024  STATE/COUNTY-  IN/PARKE
 KA1024  USGS QUAD   -  MONTEZUMA (1978)
 KA1024
 KA1024                         *CURRENT SURVEY CONTROL
 KA1024  ___________________________________________________________________
 KA1024* NAD 83(1986)-  39 49 21.     (N)    087 15 27.     (W)     SCALED    
 KA1024* NAVD 88     -       202.368  (meters)     663.94   (feet)  ADJUSTED  
 KA1024  ___________________________________________________________________
 KA1024  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 KA1024  DYNAMIC HT  -         202.255 (meters)     663.56  (feet)  COMP
 KA1024  MODELED GRAV-     980,061.0   (mgal)                       NAVD 88
 KA1024
 KA1024  VERT ORDER  -  SECOND    CLASS 0
 KA1024
 KA1024.The horizontal coordinates were scaled from a topographic map and have
 KA1024.an estimated accuracy of +/- 6 seconds.
 KA1024
 KA1024.The orthometric height was determined by differential leveling
 KA1024.and adjusted by the National Geodetic Survey in June 1991..
 KA1024
 KA1024.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1024.See file dsdata.txt to determine how the superseded data were derived.
 KA1024
 KA1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK779080(NAD 83)
 KA1024_MARKER: DB = BENCH MARK DISK
 KA1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1024_STAMPING: B 101 1946
 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 = OCTOBER  6, 2006
 KA1022 ***********************************************************************
 KA1022  DESIGNATION -  B 102
 KA1022  PID         -  KA1022
 KA1022  STATE/COUNTY-  IN/PARKE
 KA1022  USGS QUAD   -  MONTEZUMA (1978)
 KA1022
 KA1022                         *CURRENT SURVEY CONTROL
 KA1022  ___________________________________________________________________
 KA1022* NAD 83(1986)-  39 49 05.     (N)    087 17 15.     (W)     SCALED    
 KA1022* NAVD 88     -       175.447  (meters)     575.61   (feet)  ADJUSTED  
 KA1022  ___________________________________________________________________
 KA1022  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KA1022  DYNAMIC HT  -         175.349 (meters)     575.29  (feet)  COMP
 KA1022  MODELED GRAV-     980,062.8   (mgal)                       NAVD 88
 KA1022
 KA1022  VERT ORDER  -  SECOND    CLASS 0
 KA1022
 KA1022.The horizontal coordinates were scaled from a topographic map and have
 KA1022.an estimated accuracy of +/- 6 seconds.
 KA1022
 KA1022.The orthometric height was determined by differential leveling
 KA1022.and adjusted by the National Geodetic Survey in June 1991..
 KA1022
 KA1022.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1022.See file dsdata.txt to determine how the superseded data were derived.
 KA1022
 KA1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK753076(NAD 83)
 KA1022_MARKER: DB = BENCH MARK DISK
 KA1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1022_STAMPING: B 102 1946
 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 = OCTOBER  6, 2006
 KA1002 ***********************************************************************
 KA1002  DESIGNATION -  B 103
 KA1002  PID         -  KA1002
 KA1002  STATE/COUNTY-  IN/FOUNTAIN
 KA1002  USGS QUAD   -  ALAMO (1980)
 KA1002
 KA1002                         *CURRENT SURVEY CONTROL
 KA1002  ___________________________________________________________________
 KA1002* NAD 83(1986)-  39 58 02.     (N)    087 06 32.     (W)     SCALED    
 KA1002* NAVD 88     -       226.733  (meters)     743.87   (feet)  ADJUSTED  
 KA1002  ___________________________________________________________________
 KA1002  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KA1002  DYNAMIC HT  -         226.610 (meters)     743.47  (feet)  COMP
 KA1002  MODELED GRAV-     980,075.9   (mgal)                       NAVD 88
 KA1002
 KA1002  VERT ORDER  -  SECOND    CLASS 0
 KA1002
 KA1002.The horizontal coordinates were scaled from a topographic map and have
 KA1002.an estimated accuracy of +/- 6 seconds.
 KA1002
 KA1002.The orthometric height was determined by differential leveling
 KA1002.and adjusted by the National Geodetic Survey in June 1991..
 KA1002
 KA1002.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1002.See file dsdata.txt to determine how the superseded data were derived.
 KA1002
 KA1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK907241(NAD 83)
 KA1002_MARKER: DB = BENCH MARK DISK
 KA1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1002_STAMPING: B 103 1946
 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 = OCTOBER  6, 2006
 LB1756 ***********************************************************************
 LB1756  DESIGNATION -  B 104
 LB1756  PID         -  LB1756
 LB1756  STATE/COUNTY-  IN/FOUNTAIN
 LB1756  USGS QUAD   -  PERRYSVILLE (1991)
 LB1756
 LB1756                         *CURRENT SURVEY CONTROL
 LB1756  ___________________________________________________________________
 LB1756* NAD 83(1986)-  40 06 53.     (N)    087 22 36.     (W)     SCALED    
 LB1756* NAVD 88     -       185.465  (meters)     608.48   (feet)  ADJUSTED  
 LB1756  ___________________________________________________________________
 LB1756  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LB1756  DYNAMIC HT  -         185.370 (meters)     608.17  (feet)  COMP
 LB1756  MODELED GRAV-     980,106.7   (mgal)                       NAVD 88
 LB1756
 LB1756  VERT ORDER  -  SECOND    CLASS 0
 LB1756
 LB1756.The horizontal coordinates were scaled from a topographic map and have
 LB1756.an estimated accuracy of +/- 6 seconds.
 LB1756
 LB1756.The orthometric height was determined by differential leveling
 LB1756.and adjusted by the National Geodetic Survey in June 1991..
 LB1756
 LB1756.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1756.See file dsdata.txt to determine how the superseded data were derived.
 LB1756
 LB1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK679405(NAD 83)
 LB1756_MARKER: DB = BENCH MARK DISK
 LB1756_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1756_SP_SET: CULVERT
 LB1756_STAMPING: B 104 1946
 LB1756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0640 ***********************************************************************
 KA0640  DESIGNATION -  B 105
 KA0640  PID         -  KA0640
 KA0640  STATE/COUNTY-  IN/MONTGOMERY
 KA0640  USGS QUAD   -  NEW MARKET (1980)
 KA0640
 KA0640                         *CURRENT SURVEY CONTROL
 KA0640  ___________________________________________________________________
 KA0640* NAD 83(1986)-  39 58 48.     (N)    086 55 02.     (W)     SCALED    
 KA0640* NAVD 88     -       244.709  (meters)     802.85   (feet)  ADJUSTED  
 KA0640  ___________________________________________________________________
 KA0640  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KA0640  DYNAMIC HT  -         244.576 (meters)     802.41  (feet)  COMP
 KA0640  MODELED GRAV-     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 topographic map and have
 KA0640.an estimated accuracy of +/- 6 seconds.
 KA0640
 KA0640.The orthometric height was determined by differential leveling
 KA0640.and adjusted by the National Geodetic Survey in June 1991..
 KA0640
 KA0640.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0640.See file dsdata.txt to determine how the superseded data were derived.
 KA0640
 KA0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK070255(NAD 83)
 KA0640_MARKER: DB = BENCH MARK DISK
 KA0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0640_STAMPING: B 105 1946
 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 = OCTOBER  6, 2006
 ME1410 ***********************************************************************
 ME1410  DESIGNATION -  B 106
 ME1410  PID         -  ME1410
 ME1410  STATE/COUNTY-  IN/NEWTON
 ME1410  USGS QUAD   -  FAIR OAKS (1980)
 ME1410
 ME1410                         *CURRENT SURVEY CONTROL
 ME1410  ___________________________________________________________________
 ME1410* NAD 83(1986)-  41 00 47.     (N)    087 19 15.     (W)     SCALED    
 ME1410* NAVD 88     -       204.959  (meters)     672.44   (feet)  ADJUSTED  
 ME1410  ___________________________________________________________________
 ME1410  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 ME1410  DYNAMIC HT  -         204.871 (meters)     672.15  (feet)  COMP
 ME1410  MODELED GRAV-     980,188.7   (mgal)                       NAVD 88
 ME1410
 ME1410  VERT ORDER  -  SECOND    CLASS 0
 ME1410
 ME1410.The horizontal coordinates were scaled from a topographic map and have
 ME1410.an estimated accuracy of +/- 6 seconds.
 ME1410
 ME1410.The orthometric height was determined by differential leveling
 ME1410.and adjusted by the National Geodetic Survey in June 1991..
 ME1410
 ME1410.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1410.See file dsdata.txt to determine how the superseded data were derived.
 ME1410
 ME1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL730402(NAD 83)
 ME1410_MARKER: DB = BENCH MARK DISK
 ME1410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1410_SP_SET: CULVERT
 ME1410_STAMPING: B 106 1946
 ME1410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1410
 ME1410  HISTORY     - Date     Condition        Report By
 ME1410  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1410 ***********************************************************************
 LB1410  DESIGNATION -  B 107
 LB1410  PID         -  LB1410
 LB1410  STATE/COUNTY-  IN/NEWTON
 LB1410  USGS QUAD   -  GOODLAND (1976)
 LB1410
 LB1410                         *CURRENT SURVEY CONTROL
 LB1410  ___________________________________________________________________
 LB1410* NAD 83(1986)-  40 51 55.     (N)    087 20 45.     (W)     SCALED    
 LB1410* NAVD 88     -       197.516  (meters)     648.02   (feet)  ADJUSTED  
 LB1410  ___________________________________________________________________
 LB1410  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 LB1410  DYNAMIC HT  -         197.429 (meters)     647.73  (feet)  COMP
 LB1410  MODELED GRAV-     980,180.0   (mgal)                       NAVD 88
 LB1410
 LB1410  VERT ORDER  -  SECOND    CLASS 0
 LB1410
 LB1410.The horizontal coordinates were scaled from a topographic map and have
 LB1410.an estimated accuracy of +/- 6 seconds.
 LB1410
 LB1410.The orthometric height was determined by differential leveling
 LB1410.and adjusted by the National Geodetic Survey in June 1991..
 LB1410
 LB1410.The geoid height was determined by GEOID03.
 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     -   623,630.      877,870.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1410.See file dsdata.txt to determine how the superseded data were derived.
 LB1410
 LB1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL708238(NAD 83)
 LB1410_MARKER: DB = BENCH MARK DISK
 LB1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1410_STAMPING: B 107 1946
 LB1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1410+STABILITY: SURFACE MOTION
 LB1410
 LB1410  HISTORY     - Date     Condition        Report By
 LB1410  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1338 ***********************************************************************
 LB1338  DESIGNATION -  B 108
 LB1338  PID         -  LB1338
 LB1338  STATE/COUNTY-  IN/JASPER
 LB1338  USGS QUAD   -  REMINGTON (1980)
 LB1338
 LB1338                         *CURRENT SURVEY CONTROL
 LB1338  ___________________________________________________________________
 LB1338* NAD 83(1986)-  40 46 52.     (N)    087 09 13.     (W)     SCALED    
 LB1338* NAVD 88     -       220.456  (meters)     723.28   (feet)  ADJUSTED  
 LB1338  ___________________________________________________________________
 LB1338  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 LB1338  DYNAMIC HT  -         220.355 (meters)     722.95  (feet)  COMP
 LB1338  MODELED GRAV-     980,164.9   (mgal)                       NAVD 88
 LB1338
 LB1338  VERT ORDER  -  SECOND    CLASS 0
 LB1338
 LB1338.The horizontal coordinates were scaled from a topographic map and have
 LB1338.an estimated accuracy of +/- 6 seconds.
 LB1338
 LB1338.The orthometric height was determined by differential leveling
 LB1338.and adjusted by the National Geodetic Survey in June 1991..
 LB1338
 LB1338.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1338.See file dsdata.txt to determine how the superseded data were derived.
 LB1338
 LB1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL870144(NAD 83)
 LB1338_MARKER: DB = BENCH MARK DISK
 LB1338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1338_SP_SET: CULVERT
 LB1338_STAMPING: B 108 1946
 LB1338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1338
 LB1338  HISTORY     - Date     Condition        Report By
 LB1338  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1370 ***********************************************************************
 LB1370  DESIGNATION -  B 109
 LB1370  PID         -  LB1370
 LB1370  STATE/COUNTY-  IN/WHITE
 LB1370  USGS QUAD   -  WOLCOTT (1991)
 LB1370
 LB1370                         *CURRENT SURVEY CONTROL
 LB1370  ___________________________________________________________________
 LB1370* NAD 83(1986)-  40 48 33.     (N)    087 00 18.     (W)     SCALED    
 LB1370* NAVD 88     -       212.452  (meters)     697.02   (feet)  ADJUSTED  
 LB1370  ___________________________________________________________________
 LB1370  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 LB1370  DYNAMIC HT  -         212.355 (meters)     696.70  (feet)  COMP
 LB1370  MODELED GRAV-     980,166.2   (mgal)                       NAVD 88
 LB1370
 LB1370  VERT ORDER  -  SECOND    CLASS 0
 LB1370
 LB1370.The horizontal coordinates were scaled from a topographic map and have
 LB1370.an estimated accuracy of +/- 6 seconds.
 LB1370
 LB1370.The orthometric height was determined by differential leveling
 LB1370.and adjusted by the National Geodetic Survey in June 1991..
 LB1370
 LB1370.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB1370
 LB1370  NGVD 29 (??/??/92)  212.539  (m)          697.30   (f) ADJ UNCH    2 0
 LB1370
 LB1370.Superseded values are not recommended for survey control.
 LB1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1370.See file dsdata.txt to determine how the superseded data were derived.
 LB1370
 LB1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL995175(NAD 83)
 LB1370_MARKER: DB = BENCH MARK DISK
 LB1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1370_STAMPING: B 109 1946
 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 = OCTOBER  6, 2006
 ME1400 ***********************************************************************
 ME1400  DESIGNATION -  B 110
 ME1400  PID         -  ME1400
 ME1400  STATE/COUNTY-  IN/JASPER
 ME1400  USGS QUAD   -  GIFFORD (1962)
 ME1400
 ME1400                         *CURRENT SURVEY CONTROL
 ME1400  ___________________________________________________________________
 ME1400* NAD 83(1986)-  41 01 06.     (N)    087 01 36.     (W)     SCALED    
 ME1400* NAVD 88     -       207.460  (meters)     680.64   (feet)  ADJUSTED  
 ME1400  ___________________________________________________________________
 ME1400  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME1400  DYNAMIC HT  -         207.369 (meters)     680.34  (feet)  COMP
 ME1400  MODELED GRAV-     980,182.7   (mgal)                       NAVD 88
 ME1400
 ME1400  VERT ORDER  -  SECOND    CLASS 0
 ME1400
 ME1400.The horizontal coordinates were scaled from a topographic map and have
 ME1400.an estimated accuracy of +/- 6 seconds.
 ME1400
 ME1400.The orthometric height was determined by differential leveling
 ME1400.and adjusted by the National Geodetic Survey in June 1991..
 ME1400
 ME1400.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1400.See file dsdata.txt to determine how the superseded data were derived.
 ME1400
 ME1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL977407(NAD 83)
 ME1400_MARKER: DB = BENCH MARK DISK
 ME1400_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1400_SP_SET: CULVERT
 ME1400_STAMPING: B 110 1946
 ME1400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1400
 ME1400  HISTORY     - Date     Condition        Report By
 ME1400  HISTORY     - 1946     MONUMENTED       CGS
 ME1400  HISTORY     - 20050830 MARK NOT FOUND   BUTLER
 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 AND SEUFERT INC 2005 (JRC)
 ME1400'THE CONCRETE HEADWALL HAS BEEN DAMAGED.  NO EVIDENCE OF THE MARK WAS
 ME1400'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0628 ***********************************************************************
 LB0628  DESIGNATION -  B 111
 LB0628  PID         -  LB0628
 LB0628  STATE/COUNTY-  IN/BOONE
 LB0628  USGS QUAD   -  LEBANON (1979)
 LB0628
 LB0628                         *CURRENT SURVEY CONTROL
 LB0628  ___________________________________________________________________
 LB0628* NAD 83(1986)-  40 02 03.     (N)    086 27 51.     (W)     SCALED    
 LB0628* NAVD 88     -       288.879  (meters)     947.76   (feet)  ADJUSTED  
 LB0628  ___________________________________________________________________
 LB0628  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 LB0628  DYNAMIC HT  -         288.719 (meters)     947.24  (feet)  COMP
 LB0628  MODELED GRAV-     980,065.2   (mgal)                       NAVD 88
 LB0628
 LB0628  VERT ORDER  -  SECOND    CLASS 0
 LB0628
 LB0628.The horizontal coordinates were scaled from a topographic map and have
 LB0628.an estimated accuracy of +/- 6 seconds.
 LB0628
 LB0628.The orthometric height was determined by differential leveling
 LB0628.and adjusted by the National Geodetic Survey in June 1991..
 LB0628
 LB0628.The geoid height was determined by GEOID03.
 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     -   531,500.      952,850.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0628.See file dsdata.txt to determine how the superseded data were derived.
 LB0628
 LB0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK457316(NAD 83)
 LB0628_MARKER: DB = BENCH MARK DISK
 LB0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0628_STAMPING: B 111 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0603 ***********************************************************************
 LB0603  DESIGNATION -  B 112
 LB0603  PID         -  LB0603
 LB0603  STATE/COUNTY-  IN/HAMILTON
 LB0603  USGS QUAD   -  WESTFIELD (1992)
 LB0603
 LB0603                         *CURRENT SURVEY CONTROL
 LB0603  ___________________________________________________________________
 LB0603* NAD 83(1986)-  40 02 33.     (N)    086 10 28.     (W)     SCALED    
 LB0603* NAVD 88     -       281.709  (meters)     924.24   (feet)  ADJUSTED  
 LB0603  ___________________________________________________________________
 LB0603  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 LB0603  DYNAMIC HT  -         281.552 (meters)     923.73  (feet)  COMP
 LB0603  MODELED GRAV-     980,061.2   (mgal)                       NAVD 88
 LB0603
 LB0603  VERT ORDER  -  SECOND    CLASS 0
 LB0603
 LB0603.The horizontal coordinates were scaled from a topographic map and have
 LB0603.an estimated accuracy of +/- 6 seconds.
 LB0603
 LB0603.The orthometric height was determined by differential leveling
 LB0603.and adjusted by the National Geodetic Survey in June 1991..
 LB0603
 LB0603.The geoid height was determined by GEOID03.
 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     -   532,360.       56,670.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0603.See file dsdata.txt to determine how the superseded data were derived.
 LB0603
 LB0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK704328(NAD 83)
 LB0603_MARKER: DB = BENCH MARK DISK
 LB0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0603_STAMPING: B 112 1946
 LB0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0603+STABILITY: SURFACE MOTION
 LB0603
 LB0603  HISTORY     - Date     Condition        Report By
 LB0603  HISTORY     - 1946     MONUMENTED       CGS
 LB0603  HISTORY     - 1973     GOOD             NGS
 LB0603  HISTORY     - 20040512 GOOD             PICI
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0880 ***********************************************************************
 LB0880  DESIGNATION -  B 113
 LB0880  PID         -  LB0880
 LB0880  STATE/COUNTY-  IN/BOONE
 LB0880  USGS QUAD   -  HAZELRIGG (1980)
 LB0880
 LB0880                         *CURRENT SURVEY CONTROL
 LB0880  ___________________________________________________________________
 LB0880* NAD 83(1986)-  40 03 32.     (N)    086 37 10.     (W)     SCALED    
 LB0880* NAVD 88     -       272.709  (meters)     894.71   (feet)  ADJUSTED  
 LB0880  ___________________________________________________________________
 LB0880  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 LB0880  DYNAMIC HT  -         272.560 (meters)     894.22  (feet)  COMP
 LB0880  MODELED GRAV-     980,073.9   (mgal)                       NAVD 88
 LB0880
 LB0880  VERT ORDER  -  SECOND    CLASS 0
 LB0880
 LB0880.The horizontal coordinates were scaled from a topographic map and have
 LB0880.an estimated accuracy of +/- 6 seconds.
 LB0880
 LB0880.The orthometric height was determined by differential leveling
 LB0880.and adjusted by the National Geodetic Survey in June 1991..
 LB0880
 LB0880.The geoid height was determined by GEOID03.
 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     -   534,160.      939,580.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0880.See file dsdata.txt to determine how the superseded data were derived.
 LB0880
 LB0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK324343(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0584 ***********************************************************************
 LB0584  DESIGNATION -  B 114
 LB0584  PID         -  LB0584
 LB0584  STATE/COUNTY-  IN/BOONE
 LB0584  USGS QUAD   -  KIRKLIN (1977)
 LB0584
 LB0584                         *CURRENT SURVEY CONTROL
 LB0584  ___________________________________________________________________
 LB0584* NAD 83(1986)-  40 07 37.     (N)    086 21 28.     (W)     SCALED    
 LB0584* NAVD 88     -       285.440  (meters)     936.48   (feet)  ADJUSTED  
 LB0584  ___________________________________________________________________
 LB0584  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 LB0584  DYNAMIC HT  -         285.283 (meters)     935.97  (feet)  COMP
 LB0584  MODELED GRAV-     980,066.6   (mgal)                       NAVD 88
 LB0584
 LB0584  VERT ORDER  -  SECOND    CLASS 0
 LB0584
 LB0584.The horizontal coordinates were scaled from a topographic map and have
 LB0584.an estimated accuracy of +/- 6 seconds.
 LB0584
 LB0584.The orthometric height was determined by differential leveling
 LB0584.and adjusted by the National Geodetic Survey in June 1991..
 LB0584
 LB0584.The geoid height was determined by GEOID03.
 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     -   541,870.      961,840.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0584.See file dsdata.txt to determine how the superseded data were derived.
 LB0584
 LB0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK547420(NAD 83)
 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 = OCTOBER  6, 2006
 LB0034 ***********************************************************************
 LB0034  DESIGNATION -  B 115
 LB0034  PID         -  LB0034
 LB0034  STATE/COUNTY-  IN/HOWARD
 LB0034  USGS QUAD   -  YOUNG AMERICA (1959)
 LB0034
 LB0034                         *CURRENT SURVEY CONTROL
 LB0034  ___________________________________________________________________
 LB0034* NAD 83(1986)-  40 32 12.     (N)    086 16 49.     (W)     SCALED    
 LB0034* NAVD 88     -       242.344  (meters)     795.09   (feet)  ADJUSTED  
 LB0034  ___________________________________________________________________
 LB0034  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 LB0034  DYNAMIC HT  -         242.221 (meters)     794.69  (feet)  COMP
 LB0034  MODELED GRAV-     980,111.6   (mgal)                       NAVD 88
 LB0034
 LB0034  VERT ORDER  -  SECOND    CLASS 0
 LB0034
 LB0034.The horizontal coordinates were scaled from a topographic map and have
 LB0034.an estimated accuracy of +/- 6 seconds.
 LB0034
 LB0034.The orthometric height was determined by differential leveling
 LB0034.and adjusted by the National Geodetic Survey in June 1991..
 LB0034
 LB0034.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0034.See file dsdata.txt to determine how the superseded data were derived.
 LB0034
 LB0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK609875(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0317 ***********************************************************************
 LB0317  DESIGNATION -  B 116
 LB0317  PID         -  LB0317
 LB0317  STATE/COUNTY-  IN/CLINTON
 LB0317  USGS QUAD   -  MICHIGANTOWN (1980)
 LB0317
 LB0317                         *CURRENT SURVEY CONTROL
 LB0317  ___________________________________________________________________
 LB0317* NAD 83(1986)-  40 22 25.     (N)    086 23 34.     (W)     SCALED    
 LB0317* NAVD 88     -       266.768  (meters)     875.22   (feet)  ADJUSTED  
 LB0317  ___________________________________________________________________
 LB0317  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 LB0317  DYNAMIC HT  -         266.627 (meters)     874.76  (feet)  COMP
 LB0317  MODELED GRAV-     980,093.0   (mgal)                       NAVD 88
 LB0317
 LB0317  VERT ORDER  -  SECOND    CLASS 0
 LB0317
 LB0317.The horizontal coordinates were scaled from a topographic map and have
 LB0317.an estimated accuracy of +/- 6 seconds.
 LB0317
 LB0317.The orthometric height was determined by differential leveling
 LB0317.and adjusted by the National Geodetic Survey in June 1991..
 LB0317
 LB0317.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0317.See file dsdata.txt to determine how the superseded data were derived.
 LB0317
 LB0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK515694(NAD 83)
 LB0317_MARKER: DB = BENCH MARK DISK
 LB0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0317_STAMPING: B 116 1946
 LB0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0317+STABILITY: SURFACE MOTION
 LB0317
 LB0317  HISTORY     - Date     Condition        Report By
 LB0317  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2087 ***********************************************************************
 LB2087  DESIGNATION -  B 117 RESET 1975
 LB2087  PID         -  LB2087
 LB2087  STATE/COUNTY-  IN/HOWARD
 LB2087  USGS QUAD   -  RUSSIAVILLE (1961)
 LB2087
 LB2087                         *CURRENT SURVEY CONTROL
 LB2087  ___________________________________________________________________
 LB2087* NAD 83(1986)-  40 29 20.     (N)    086 22 14.     (W)     SCALED    
 LB2087* NAVD 88     -       220.69   (+/-2cm)     724.0    (feet)  VERTCON   
 LB2087  ___________________________________________________________________
 LB2087  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 LB2087
 LB2087  VERT ORDER  -  THIRD (See Below)
 LB2087
 LB2087.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2087
 LB2087.The geoid height was determined by GEOID03.
 LB2087
 LB2087;                    North         East    Units  Estimated Accuracy
 LB2087;SPC IN E     -   582,040.       40,330.      MT  (+/- 180 meters Scaled)
 LB2087
 LB2087                          SUPERSEDED SURVEY CONTROL
 LB2087
 LB2087  NGVD 29 (04/16/04)  220.79   (m)          724.4    (f) RESET       3  
 LB2087
 LB2087.Superseded values are not recommended for survey control.
 LB2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2087.See file dsdata.txt to determine how the superseded data were derived.
 LB2087
 LB2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK533822(NAD 83)
 LB2087_MARKER: DB = BENCH MARK DISK
 LB2087_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB2087_SP_SET: WINGWALL
 LB2087_STAMPING: B 117 RESET 1975
 LB2087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2087+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 LB0017 ***********************************************************************
 LB0017  DESIGNATION -  B 118
 LB0017  PID         -  LB0017
 LB0017  STATE/COUNTY-  IN/CARROLL
 LB0017  USGS QUAD   -  CLYMERS (1987)
 LB0017
 LB0017                         *CURRENT SURVEY CONTROL
 LB0017  ___________________________________________________________________
 LB0017* NAD 83(1986)-  40 41 32.     (N)    086 23 30.     (W)     SCALED    
 LB0017* NAVD 88     -       220.395  (meters)     723.08   (feet)  ADJUSTED  
 LB0017  ___________________________________________________________________
 LB0017  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 LB0017  DYNAMIC HT  -         220.289 (meters)     722.73  (feet)  COMP
 LB0017  MODELED GRAV-     980,136.9   (mgal)                       NAVD 88
 LB0017
 LB0017  VERT ORDER  -  SECOND    CLASS 0
 LB0017
 LB0017.The horizontal coordinates were scaled from a topographic map and have
 LB0017.an estimated accuracy of +/- 6 seconds.
 LB0017
 LB0017.The orthometric height was determined by differential leveling
 LB0017.and adjusted by the National Geodetic Survey in June 1991..
 LB0017
 LB0017.The geoid height was determined by GEOID03.
 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     -   604,610.      958,460.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0017.See file dsdata.txt to determine how the superseded data were derived.
 LB0017
 LB0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL513047(NAD 83)
 LB0017_MARKER: DB = BENCH MARK DISK
 LB0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0017_STAMPING: B 118 1946
 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 = OCTOBER  6, 2006
 LB0686 ***********************************************************************
 LB0686  DESIGNATION -  B 119
 LB0686  PID         -  LB0686
 LB0686  STATE/COUNTY-  IN/CLINTON
 LB0686  USGS QUAD   -  ROSSVILLE (1961)
 LB0686
 LB0686                         *CURRENT SURVEY CONTROL
 LB0686  ___________________________________________________________________
 LB0686* NAD 83(1986)-  40 24 47.     (N)    086 35 40.     (W)     SCALED    
 LB0686* NAVD 88     -       217.685  (meters)     714.19   (feet)  ADJUSTED  
 LB0686  ___________________________________________________________________
 LB0686  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 LB0686  DYNAMIC HT  -         217.574 (meters)     713.82  (feet)  COMP
 LB0686  MODELED GRAV-     980,110.8   (mgal)                       NAVD 88
 LB0686
 LB0686  VERT ORDER  -  SECOND    CLASS 0
 LB0686
 LB0686.The horizontal coordinates were scaled from a topographic map and have
 LB0686.an estimated accuracy of +/- 6 seconds.
 LB0686
 LB0686.The orthometric height was determined by differential leveling
 LB0686.and adjusted by the National Geodetic Survey in June 1991..
 LB0686
 LB0686.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0686.See file dsdata.txt to determine how the superseded data were derived.
 LB0686
 LB0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK344736(NAD 83)
 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 = OCTOBER  6, 2006
 JA1091 ***********************************************************************
 JA1091  DESIGNATION -  B 12
 JA1091  PID         -  JA1091
 JA1091  STATE/COUNTY-  IN/PIKE
 JA1091  USGS QUAD   -  PETERSBURG (1980)
 JA1091
 JA1091                         *CURRENT SURVEY CONTROL
 JA1091  ___________________________________________________________________
 JA1091* NAD 83(1986)-  38 29 35.     (N)    087 16 56.     (W)     SCALED    
 JA1091* NAVD 88     -       133.483  (meters)     437.94   (feet)  ADJUSTED  
 JA1091  ___________________________________________________________________
 JA1091  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 JA1091  DYNAMIC HT  -         133.397 (meters)     437.65  (feet)  COMP
 JA1091  MODELED GRAV-     979,978.5   (mgal)                       NAVD 88
 JA1091
 JA1091  VERT ORDER  -  FIRST     CLASS II
 JA1091
 JA1091.The horizontal coordinates were scaled from a topographic map and have
 JA1091.an estimated accuracy of +/- 6 seconds.
 JA1091
 JA1091.The orthometric height was determined by differential leveling
 JA1091.and adjusted by the National Geodetic Survey in June 1991..
 JA1091.WARNING-Repeat measurements at this control monument indicate possible
 JA1091.vertical movement.
 JA1091
 JA1091.The geoid height was determined by GEOID03.
 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     -   360,240.      882,650.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1091.See file dsdata.txt to determine how the superseded data were derived.
 JA1091
 JA1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH753605(NAD 83)
 JA1091_MARKER: DB = BENCH MARK DISK
 JA1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1091_STAMPING: B 12 1930
 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             NGS
 JA1091  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA1091
 JA1091                          STATION DESCRIPTION
 JA1091
 JA1091'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0781 ***********************************************************************
 LB0781  CBN         -  This is a Cooperative Base Network Control Station.
 LB0781  DESIGNATION -  B 120
 LB0781  PID         -  LB0781
 LB0781  STATE/COUNTY-  IN/TIPPECANOE
 LB0781  USGS QUAD   -  LAFAYETTE EAST (1986)
 LB0781
 LB0781                         *CURRENT SURVEY CONTROL
 LB0781  ___________________________________________________________________
 LB0781* NAD 83(1997)-  40 23 06.26399(N)    086 45 06.07478(W)     ADJUSTED  
 LB0781* NAVD 88     -       207.733  (meters)     681.54   (feet)  ADJUSTED  
 LB0781  ___________________________________________________________________
 LB0781  X           -     275,681.299 (meters)                     COMP
 LB0781  Y           -  -4,857,429.175 (meters)                     COMP
 LB0781  Z           -   4,110,760.113 (meters)                     COMP
 LB0781  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 LB0781  ELLIP HEIGHT-         173.93  (meters)          (01/19/05) GPS OBS
 LB0781  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 LB0781  DYNAMIC HT  -         207.628 (meters)     681.19  (feet)  COMP
 LB0781  MODELED GRAV-     980,115.5   (mgal)                       NAVD 88
 LB0781
 LB0781  HORZ ORDER  -  A
 LB0781  VERT ORDER  -  SECOND    CLASS 0
 LB0781  ELLP ORDER  -  FOURTH    CLASS I
 LB0781
 LB0781.The horizontal coordinates were established by GPS observations
 LB0781.and adjusted by the National Geodetic Survey in January 2005..
 LB0781
 LB0781.The orthometric height was determined by differential leveling
 LB0781.and adjusted by the National Geodetic Survey in June 1991..
 LB0781
 LB0781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB0781
 LB0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB0781
 LB0781.The ellipsoidal height was determined by GPS observations
 LB0781.and is referenced to NAD 83.
 LB0781
 LB0781.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 LB0781;SPC IN W     -   570,326.919   928,159.886   MT  0.99997642   +0 12 53.6
 LB0781;SPC IN W     - 1,871,147.57  3,045,137.89   sFT  0.99997642   +0 12 53.6
 LB0781;UTM  16      - 4,470,527.609   521,076.355   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                          SUPERSEDED SURVEY CONTROL
 LB0781
 LB0781  NAVD 88 (01/19/05)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0781.See file dsdata.txt to determine how the superseded data were derived.
 LB0781
 LB0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2107670528(NAD 83)
 LB0781_MARKER: DB = BENCH MARK DISK
 LB0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0781_SP_SET: 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 - June 24, 2003
 LB0781
 LB0781  HISTORY     - Date     Condition        Report By
 LB0781  HISTORY     - 1946     MONUMENTED       CGS
 LB0781  HISTORY     - 1965     GOOD             NGS
 LB0781  HISTORY     - 20020520 MARK NOT FOUND   INDIV
 LB0781  HISTORY     - 20030520 GOOD             INDIV
 LB0781  HISTORY     - 20030624 GOOD             PURDUE
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0594 ***********************************************************************
 KA0594  DESIGNATION -  B 121
 KA0594  PID         -  KA0594
 KA0594  STATE/COUNTY-  IN/PUTNAM
 KA0594  USGS QUAD   -  GREENCASTLE (1986)
 KA0594
 KA0594                         *CURRENT SURVEY CONTROL
 KA0594  ___________________________________________________________________
 KA0594* NAD 83(1986)-  39 38 34.     (N)    086 51 50.     (W)     SCALED    
 KA0594* NAVD 88     -       258.532  (meters)     848.20   (feet)  ADJUSTED  
 KA0594  ___________________________________________________________________
 KA0594  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KA0594  DYNAMIC HT  -         258.387 (meters)     847.72  (feet)  COMP
 KA0594  MODELED GRAV-     980,056.4   (mgal)                       NAVD 88
 KA0594
 KA0594  VERT ORDER  -  FIRST     CLASS II
 KA0594
 KA0594.The horizontal coordinates were scaled from a topographic map and have
 KA0594.an estimated accuracy of +/- 6 seconds.
 KA0594
 KA0594.The orthometric height was determined by differential leveling
 KA0594.and adjusted by the National Geodetic Survey in June 1991..
 KA0594
 KA0594.The geoid height was determined by GEOID03.
 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     -   487,880.      918,840.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0594.See file dsdata.txt to determine how the superseded data were derived.
 KA0594
 KA0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ116881(NAD 83)
 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
 KA0594  HISTORY     - Date     Condition        Report By
 KA0594  HISTORY     - 1946     MONUMENTED       CGS
 KA0594  HISTORY     - 1985     GOOD             NGS
 KA0594  HISTORY     - 20051230 GOOD             GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0600 ***********************************************************************
 KA0600  DESIGNATION -  B 122
 KA0600  PID         -  KA0600
 KA0600  STATE/COUNTY-  IN/PUTNAM
 KA0600  USGS QUAD   -  GREENCASTLE (1986)
 KA0600
 KA0600                         *CURRENT SURVEY CONTROL
 KA0600  ___________________________________________________________________
 KA0600* NAD 83(1986)-  39 37 38.     (N)    086 49 24.     (W)     SCALED    
 KA0600* NAVD 88     -       232.362  (meters)     762.34   (feet)  ADJUSTED  
 KA0600  ___________________________________________________________________
 KA0600  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KA0600  DYNAMIC HT  -         232.230 (meters)     761.91  (feet)  COMP
 KA0600  MODELED GRAV-     980,053.7   (mgal)                       NAVD 88
 KA0600
 KA0600  VERT ORDER  -  SECOND    CLASS 0
 KA0600
 KA0600.The horizontal coordinates were scaled from a topographic map and have
 KA0600.an estimated accuracy of +/- 6 seconds.
 KA0600
 KA0600.The orthometric height was determined by differential leveling
 KA0600.and adjusted by the National Geodetic Survey in June 1991..
 KA0600
 KA0600.The geoid height was determined by GEOID03.
 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     -   486,160.      922,320.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0600.See file dsdata.txt to determine how the superseded data were derived.
 KA0600
 KA0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ151863(NAD 83)
 KA0600_MARKER: DB = BENCH MARK DISK
 KA0600_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0600_SP_SET: BRIDGE
 KA0600_STAMPING: B 122 1946
 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 = OCTOBER  6, 2006
 LB1394 ***********************************************************************
 LB1394  DESIGNATION -  B 123
 LB1394  PID         -  LB1394
 LB1394  STATE/COUNTY-  IN/BENTON
 LB1394  USGS QUAD   -  TEMPLETON (1980)
 LB1394
 LB1394                         *CURRENT SURVEY CONTROL
 LB1394  ___________________________________________________________________
 LB1394* NAD 83(1986)-  40 36 21.     (N)    087 10 33.     (W)     SCALED    
 LB1394* NAVD 88     -       218.666  (meters)     717.41   (feet)  ADJUSTED  
 LB1394  ___________________________________________________________________
 LB1394  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 LB1394  DYNAMIC HT  -         218.559 (meters)     717.06  (feet)  COMP
 LB1394  MODELED GRAV-     980,132.1   (mgal)                       NAVD 88
 LB1394
 LB1394  VERT ORDER  -  SECOND    CLASS 0
 LB1394
 LB1394.The horizontal coordinates were scaled from a topographic map and have
 LB1394.an estimated accuracy of +/- 6 seconds.
 LB1394
 LB1394.The orthometric height was determined by differential leveling
 LB1394.and adjusted by the National Geodetic Survey in June 1991..
 LB1394
 LB1394.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1394.See file dsdata.txt to determine how the superseded data were derived.
 LB1394
 LB1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK851950(NAD 83)
 LB1394_MARKER: DB = BENCH MARK DISK
 LB1394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1394_SP_SET: BRIDGE
 LB1394_STAMPING: B 123 1946
 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 = OCTOBER  6, 2006
 LB1328 ***********************************************************************
 LB1328  DESIGNATION -  B 124
 LB1328  PID         -  LB1328
 LB1328  STATE/COUNTY-  IN/BENTON
 LB1328  USGS QUAD   -  WADENA (1980)
 LB1328
 LB1328                         *CURRENT SURVEY CONTROL
 LB1328  ___________________________________________________________________
 LB1328* NAD 83(1986)-  40 39 50.     (N)    087 16 00.     (W)     SCALED    
 LB1328* NAVD 88     -       240.011  (meters)     787.44   (feet)  ADJUSTED  
 LB1328  ___________________________________________________________________
 LB1328  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 LB1328  DYNAMIC HT  -         239.896 (meters)     787.06  (feet)  COMP
 LB1328  MODELED GRAV-     980,141.4   (mgal)                       NAVD 88
 LB1328
 LB1328  VERT ORDER  -  SECOND    CLASS 0
 LB1328
 LB1328.The horizontal coordinates were scaled from a topographic map and have
 LB1328.an estimated accuracy of +/- 6 seconds.
 LB1328
 LB1328.The orthometric height was determined by differential leveling
 LB1328.and adjusted by the National Geodetic Survey in June 1991..
 LB1328
 LB1328.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1328.See file dsdata.txt to determine how the superseded data were derived.
 LB1328
 LB1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL774014(NAD 83)
 LB1328_MARKER: DB = BENCH MARK DISK
 LB1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1328_STAMPING: B 124 1946
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1960
 LB1328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1461 ***********************************************************************
 LB1461  DESIGNATION -  B 125
 LB1461  PID         -  LB1461
 LB1461  STATE/COUNTY-  IN/WHITE
 LB1461  USGS QUAD   -  TEMPLETON NE (1980)
 LB1461
 LB1461                         *CURRENT SURVEY CONTROL
 LB1461  ___________________________________________________________________
 LB1461* NAD 83(1986)-  40 44 09.     (N)    087 00 18.     (W)     SCALED    
 LB1461* NAVD 88     -       214.845  (meters)     704.87   (feet)  ADJUSTED  
 LB1461  ___________________________________________________________________
 LB1461  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 LB1461  DYNAMIC HT  -         214.745 (meters)     704.54  (feet)  COMP
 LB1461  MODELED GRAV-     980,155.0   (mgal)                       NAVD 88
 LB1461
 LB1461  VERT ORDER  -  SECOND    CLASS 0
 LB1461
 LB1461.The horizontal coordinates were scaled from a topographic map and have
 LB1461.an estimated accuracy of +/- 6 seconds.
 LB1461
 LB1461.The orthometric height was determined by differential leveling
 LB1461.and adjusted by the National Geodetic Survey in June 1991..
 LB1461
 LB1461.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1461.See file dsdata.txt to determine how the superseded data were derived.
 LB1461
 LB1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL995094(NAD 83)
 LB1461_MARKER: DB = BENCH MARK DISK
 LB1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1461_STAMPING: B 125 1946
 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 = OCTOBER  6, 2006
 LB1050 ***********************************************************************
 LB1050  DESIGNATION -  B 126
 LB1050  PID         -  LB1050
 LB1050  STATE/COUNTY-  IN/WHITE
 LB1050  USGS QUAD   -  MONTICELLO NORTH (1986)
 LB1050
 LB1050                         *CURRENT SURVEY CONTROL
 LB1050  ___________________________________________________________________
 LB1050* NAD 83(1986)-  40 52 05.     (N)    086 52 04.     (W)     SCALED    
 LB1050* NAVD 88     -       206.927  (meters)     678.89   (feet)  ADJUSTED  
 LB1050  ___________________________________________________________________
 LB1050  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 LB1050  DYNAMIC HT  -         206.834 (meters)     678.59  (feet)  COMP
 LB1050  MODELED GRAV-     980,171.7   (mgal)                       NAVD 88
 LB1050
 LB1050  VERT ORDER  -  SECOND    CLASS 0
 LB1050
 LB1050.The horizontal coordinates were scaled from a topographic map and have
 LB1050.an estimated accuracy of +/- 6 seconds.
 LB1050
 LB1050.The orthometric height was determined by differential leveling
 LB1050.and adjusted by the National Geodetic Survey in June 1991..
 LB1050
 LB1050.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1050.See file dsdata.txt to determine how the superseded data were derived.
 LB1050
 LB1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL111241(NAD 83)
 LB1050_MARKER: DB = BENCH MARK DISK
 LB1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1050_STAMPING: B 126 1946
 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 = OCTOBER  6, 2006
 LB0143 ***********************************************************************
 LB0143  DESIGNATION -  B 127
 LB0143  PID         -  LB0143
 LB0143  STATE/COUNTY-  IN/CASS
 LB0143  USGS QUAD   -  LUCERNE (1986)
 LB0143
 LB0143                         *CURRENT SURVEY CONTROL
 LB0143  ___________________________________________________________________
 LB0143* NAD 83(1986)-  40 51 59.     (N)    086 26 54.     (W)     SCALED    
 LB0143* NAVD 88     -       237.901  (meters)     780.51   (feet)  ADJUSTED  
 LB0143  ___________________________________________________________________
 LB0143  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 LB0143  DYNAMIC HT  -         237.793 (meters)     780.16  (feet)  COMP
 LB0143  MODELED GRAV-     980,167.5   (mgal)                       NAVD 88
 LB0143
 LB0143  VERT ORDER  -  SECOND    CLASS 0
 LB0143
 LB0143.The horizontal coordinates were scaled from a topographic map and have
 LB0143.an estimated accuracy of +/- 6 seconds.
 LB0143
 LB0143.The orthometric height was determined by differential leveling
 LB0143.and adjusted by the National Geodetic Survey in June 1991..
 LB0143
 LB0143.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0143.See file dsdata.txt to determine how the superseded data were derived.
 LB0143
 LB0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL464240(NAD 83)
 LB0143_MARKER: DB = BENCH MARK DISK
 LB0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0143_STAMPING: B 127 1946
 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 = OCTOBER  6, 2006
 LB1132 ***********************************************************************
 LB1132  DESIGNATION -  B 128 RESET 1970
 LB1132  PID         -  LB1132
 LB1132  STATE/COUNTY-  IN/PULASKI
 LB1132  USGS QUAD   -  BUFFALO (1979)
 LB1132
 LB1132                         *CURRENT SURVEY CONTROL
 LB1132  ___________________________________________________________________
 LB1132* NAD 83(1986)-  40 54 44.     (N)    086 43 04.     (W)     SCALED    
 LB1132* NAVD 88     -       209.60   (meters)     687.7    (feet)  RESET     
 LB1132  ___________________________________________________________________
 LB1132  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 LB1132
 LB1132  VERT ORDER  -  THIRD
 LB1132
 LB1132.The horizontal coordinates were scaled from a topographic map and have
 LB1132.an estimated accuracy of +/- 6 seconds.
 LB1132
 LB1132.The orthometric height was computed from unverified reset data.
 LB1132
 LB1132.The geoid height was determined by GEOID03.
 LB1132
 LB1132;                    North         East    Units  Estimated Accuracy
 LB1132;SPC IN W     -   628,880.      930,800.      MT  (+/- 180 meters Scaled)
 LB1132
 LB1132                          SUPERSEDED SURVEY CONTROL
 LB1132
 LB1132.No superseded survey control is available for this station.
 LB1132
 LB1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL237290(NAD 83)
 LB1132_MARKER: DB = BENCH MARK DISK
 LB1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1132_STAMPING: B 128 RESET 1970
 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 = OCTOBER  6, 2006
 LB1043 ***********************************************************************
 LB1043  DESIGNATION -  B 129
 LB1043  PID         -  LB1043
 LB1043  STATE/COUNTY-  IN/CASS
 LB1043  USGS QUAD   -  STAR CITY (1962)
 LB1043
 LB1043                         *CURRENT SURVEY CONTROL
 LB1043  ___________________________________________________________________
 LB1043* NAD 83(1986)-  40 54 26.     (N)    086 31 24.     (W)     SCALED    
 LB1043* NAVD 88     -       220.458  (meters)     723.29   (feet)  ADJUSTED  
 LB1043  ___________________________________________________________________
 LB1043  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 LB1043  DYNAMIC HT  -         220.359 (meters)     722.96  (feet)  COMP
 LB1043  MODELED GRAV-     980,173.1   (mgal)                       NAVD 88
 LB1043
 LB1043  VERT ORDER  -  SECOND    CLASS 0
 LB1043
 LB1043.The horizontal coordinates were scaled from a topographic map and have
 LB1043.an estimated accuracy of +/- 6 seconds.
 LB1043
 LB1043.The orthometric height was determined by differential leveling
 LB1043.and adjusted by the National Geodetic Survey in June 1991..
 LB1043
 LB1043.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1043.See file dsdata.txt to determine how the superseded data were derived.
 LB1043
 LB1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL401285(NAD 83)
 LB1043_MARKER: DB = BENCH MARK DISK
 LB1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1043_STAMPING: B 129 1946
 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 = OCTOBER  6, 2006
 ME0709 ***********************************************************************
 ME0709  DESIGNATION -  B 130
 ME0709  PID         -  ME0709
 ME0709  STATE/COUNTY-  IN/PULASKI
 ME0709  USGS QUAD   -  NORTH JUDSON SE (1962)
 ME0709
 ME0709                         *CURRENT SURVEY CONTROL
 ME0709  ___________________________________________________________________
 ME0709* NAD 83(1986)-  41 04 53.     (N)    086 51 10.     (W)     SCALED    
 ME0709* NAVD 88     -       212.867  (meters)     698.38   (feet)  ADJUSTED  
 ME0709  ___________________________________________________________________
 ME0709  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 ME0709  DYNAMIC HT  -         212.774 (meters)     698.08  (feet)  COMP
 ME0709  MODELED GRAV-     980,184.2   (mgal)                       NAVD 88
 ME0709
 ME0709  VERT ORDER  -  SECOND    CLASS 0
 ME0709
 ME0709.The horizontal coordinates were scaled from a topographic map and have
 ME0709.an estimated accuracy of +/- 6 seconds.
 ME0709
 ME0709.The orthometric height was determined by differential leveling
 ME0709.and adjusted by the National Geodetic Survey in June 1991..
 ME0709
 ME0709.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0709.See file dsdata.txt to determine how the superseded data were derived.
 ME0709
 ME0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL123478(NAD 83)
 ME0709_MARKER: DB = BENCH MARK DISK
 ME0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0709_STAMPING: B 130 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1969
 ME0709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0661 ***********************************************************************
 ME0661  DESIGNATION -  B 132
 ME0661  PID         -  ME0661
 ME0661  STATE/COUNTY-  IN/PULASKI
 ME0661  USGS QUAD   -  DENHAM (1962)
 ME0661
 ME0661                         *CURRENT SURVEY CONTROL
 ME0661  ___________________________________________________________________
 ME0661* NAD 83(1986)-  41 07 33.     (N)    086 42 47.     (W)     SCALED    
 ME0661* NAVD 88     -       215.956  (meters)     708.52   (feet)  ADJUSTED  
 ME0661  ___________________________________________________________________
 ME0661  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 ME0661  DYNAMIC HT  -         215.864 (meters)     708.21  (feet)  COMP
 ME0661  MODELED GRAV-     980,190.0   (mgal)                       NAVD 88
 ME0661
 ME0661  VERT ORDER  -  SECOND    CLASS 0
 ME0661
 ME0661.The horizontal coordinates were scaled from a topographic map and have
 ME0661.an estimated accuracy of +/- 6 seconds.
 ME0661
 ME0661.The orthometric height was determined by differential leveling
 ME0661.and adjusted by the National Geodetic Survey in June 1991..
 ME0661
 ME0661.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0661.See file dsdata.txt to determine how the superseded data were derived.
 ME0661
 ME0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL240527(NAD 83)
 ME0661_MARKER: DB = BENCH MARK DISK
 ME0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0661_STAMPING: B 132 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0686 ***********************************************************************
 ME0686  DESIGNATION -  B 133
 ME0686  PID         -  ME0686
 ME0686  STATE/COUNTY-  IN/STARKE
 ME0686  USGS QUAD   -  KNOX EAST (1969)
 ME0686
 ME0686                         *CURRENT SURVEY CONTROL
 ME0686  ___________________________________________________________________
 ME0686* NAD 83(1986)-  41 17 04.     (N)    086 37 15.     (W)     SCALED    
 ME0686* NAVD 88     -       217.143  (meters)     712.41   (feet)  ADJUSTED  
 ME0686  ___________________________________________________________________
 ME0686  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0686  DYNAMIC HT  -         217.054 (meters)     712.12  (feet)  COMP
 ME0686  MODELED GRAV-     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 topographic map and have
 ME0686.an estimated accuracy of +/- 6 seconds.
 ME0686
 ME0686.The orthometric height was determined by differential leveling
 ME0686.and adjusted by the National Geodetic Survey in June 1991..
 ME0686
 ME0686.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0686.See file dsdata.txt to determine how the superseded data were derived.
 ME0686
 ME0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL317704(NAD 83)
 ME0686_MARKER: DB = BENCH MARK DISK
 ME0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0686_STAMPING: B 133 1946
 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 = OCTOBER  6, 2006
 ME0687 ***********************************************************************
 ME0687  DESIGNATION -  B 133 RESET 1952
 ME0687  PID         -  ME0687
 ME0687  STATE/COUNTY-  IN/STARKE
 ME0687  USGS QUAD   -  KNOX EAST (1969)
 ME0687
 ME0687                         *CURRENT SURVEY CONTROL
 ME0687  ___________________________________________________________________
 ME0687* NAD 83(1986)-  41 17 04.     (N)    086 37 15.     (W)     SCALED    
 ME0687* NAVD 88     -       217.00   (meters)     711.9    (feet)  RESET     
 ME0687  ___________________________________________________________________
 ME0687  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0687
 ME0687  VERT ORDER  -  THIRD
 ME0687
 ME0687.This mark is at Starke County Airport (OXI)
 ME0687
 ME0687.The horizontal coordinates were scaled from a topographic map and have
 ME0687.an estimated accuracy of +/- 6 seconds.
 ME0687
 ME0687.The orthometric height was computed from unverified reset data.
 ME0687
 ME0687.The geoid height was determined by GEOID03.
 ME0687
 ME0687;                    North         East    Units  Estimated Accuracy
 ME0687;SPC IN W     -   670,250.      938,740.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0687.See file dsdata.txt to determine how the superseded data were derived.
 ME0687
 ME0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL317704(NAD 83)
 ME0687_MARKER: DB = BENCH MARK DISK
 ME0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0687_STAMPING: B 133 RESET 1952
 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 = OCTOBER  6, 2006
 ME0400 ***********************************************************************
 ME0400  DESIGNATION -  B 134
 ME0400  PID         -  ME0400
 ME0400  STATE/COUNTY-  IN/MARSHALL
 ME0400  USGS QUAD   -  CULVER (1980)
 ME0400
 ME0400                         *CURRENT SURVEY CONTROL
 ME0400  ___________________________________________________________________
 ME0400* NAD 83(1986)-  41 13 32.     (N)    086 25 21.     (W)     SCALED    
 ME0400* NAVD 88     -       238.996  (meters)     784.11   (feet)  ADJUSTED  
 ME0400  ___________________________________________________________________
 ME0400  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME0400  DYNAMIC HT  -         238.897 (meters)     783.78  (feet)  COMP
 ME0400  MODELED GRAV-     980,203.4   (mgal)                       NAVD 88
 ME0400
 ME0400  VERT ORDER  -  SECOND    CLASS 0
 ME0400
 ME0400.The horizontal coordinates were scaled from a topographic map and have
 ME0400.an estimated accuracy of +/- 6 seconds.
 ME0400
 ME0400.The orthometric height was determined by differential leveling
 ME0400.and adjusted by the National Geodetic Survey in June 1991..
 ME0400
 ME0400.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0400.See file dsdata.txt to determine how the superseded data were derived.
 ME0400
 ME0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL484639(NAD 83)
 ME0400_MARKER: DB = BENCH MARK DISK
 ME0400_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0400_SP_SET: CULVERT
 ME0400_STAMPING: B 134 1946
 ME0400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 MD1103 ***********************************************************************
 MD1103  DESIGNATION -  B 135
 MD1103  PID         -  MD1103
 MD1103  STATE/COUNTY-  IN/KOSCIUSKO
 MD1103  USGS QUAD   -  PIERCETON (1994)
 MD1103
 MD1103                         *CURRENT SURVEY CONTROL
 MD1103  ___________________________________________________________________
 MD1103* NAD 83(1986)-  41 11 05.     (N)    085 44 54.     (W)     SCALED    
 MD1103* NAVD 88     -       276.500  (meters)     907.15   (feet)  ADJUSTED  
 MD1103  ___________________________________________________________________
 MD1103  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MD1103  DYNAMIC HT  -         276.382 (meters)     906.76  (feet)  COMP
 MD1103  MODELED GRAV-     980,189.9   (mgal)                       NAVD 88
 MD1103
 MD1103  VERT ORDER  -  SECOND    CLASS 0
 MD1103
 MD1103.The horizontal coordinates were scaled from a topographic map and have
 MD1103.an estimated accuracy of +/- 6 seconds.
 MD1103
 MD1103.The orthometric height was determined by differential leveling
 MD1103.and adjusted by the National Geodetic Survey in June 1991..
 MD1103
 MD1103.The geoid height was determined by GEOID03.
 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     -   659,080.       93,150.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1103.See file dsdata.txt to determine how the superseded data were derived.
 MD1103
 MD1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL049600(NAD 83)
 MD1103_MARKER: DB = BENCH MARK DISK
 MD1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1103_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 LB1160 ***********************************************************************
 LB1160  DESIGNATION -  B 136
 LB1160  PID         -  LB1160
 LB1160  STATE/COUNTY-  IN/TIPPECANOE
 LB1160  USGS QUAD   -  BROOKSTON (1986)
 LB1160
 LB1160                         *CURRENT SURVEY CONTROL
 LB1160  ___________________________________________________________________
 LB1160* NAD 83(1986)-  40 31 13.     (N)    086 50 08.     (W)     SCALED    
 LB1160* NAVD 88     -       183.515  (meters)     602.08   (feet)  ADJUSTED  
 LB1160  ___________________________________________________________________
 LB1160  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 LB1160  DYNAMIC HT  -         183.427 (meters)     601.79  (feet)  COMP
 LB1160  MODELED GRAV-     980,137.4   (mgal)                       NAVD 88
 LB1160
 LB1160  VERT ORDER  -  SECOND    CLASS 0
 LB1160
 LB1160.The horizontal coordinates were scaled from a topographic map and have
 LB1160.an estimated accuracy of +/- 6 seconds.
 LB1160
 LB1160.The orthometric height was determined by differential leveling
 LB1160.and adjusted by the National Geodetic Survey in June 1991..
 LB1160
 LB1160.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1160.See file dsdata.txt to determine how the superseded data were derived.
 LB1160
 LB1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK139855(NAD 83)
 LB1160_MARKER: DB = BENCH MARK DISK
 LB1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1160_STAMPING: B 136 1946
 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 = OCTOBER  6, 2006
 ME1188 ***********************************************************************
 ME1188  DESIGNATION -  B 137
 ME1188  PID         -  ME1188
 ME1188  STATE/COUNTY-  IN/LAKE
 ME1188  USGS QUAD   -  CROWN POINT (1992)
 ME1188
 ME1188                         *CURRENT SURVEY CONTROL
 ME1188  ___________________________________________________________________
 ME1188* NAD 83(1986)-  41 27 16.     (N)    087 21 52.     (W)     SCALED    
 ME1188* NAVD 88     -       216.875  (meters)     711.53   (feet)  ADJUSTED  
 ME1188  ___________________________________________________________________
 ME1188  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME1188  DYNAMIC HT  -         216.789 (meters)     711.25  (feet)  COMP
 ME1188  MODELED GRAV-     980,221.6   (mgal)                       NAVD 88
 ME1188
 ME1188  VERT ORDER  -  SECOND    CLASS 0
 ME1188
 ME1188.The horizontal coordinates were scaled from a topographic map and have
 ME1188.an estimated accuracy of +/- 6 seconds.
 ME1188
 ME1188.The orthometric height was determined by differential leveling
 ME1188.and adjusted by the National Geodetic Survey in June 1991..
 ME1188
 ME1188.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1188.See file dsdata.txt to determine how the superseded data were derived.
 ME1188
 ME1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL695892(NAD 83)
 ME1188_MARKER: DB = BENCH MARK DISK
 ME1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1188_STAMPING: B 137 1946
 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             NGS
 ME1188  HISTORY     - 20030521 MARK NOT FOUND   USPSQD
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1229 ***********************************************************************
 ME1229  DESIGNATION -  B 138
 ME1229  PID         -  ME1229
 ME1229  STATE/COUNTY-  IN/LAKE
 ME1229  USGS QUAD   -  ST JOHN (1992)
 ME1229
 ME1229                         *CURRENT SURVEY CONTROL
 ME1229  ___________________________________________________________________
 ME1229* NAD 83(1997)-  41 22 36.71764(N)    087 24 14.61269(W)     ADJUSTED  
 ME1229* NAVD 88     -       229.307  (meters)     752.32   (feet)  ADJUSTED  
 ME1229  ___________________________________________________________________
 ME1229  X           -     217,093.551 (meters)                     COMP
 ME1229  Y           -  -4,788,256.838 (meters)                     COMP
 ME1229  Z           -   4,194,049.576 (meters)                     COMP
 ME1229  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 ME1229  ELLIP HEIGHT-         195.81  (meters)          (05/25/99) GPS OBS
 ME1229  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME1229  DYNAMIC HT  -         229.214 (meters)     752.01  (feet)  COMP
 ME1229  MODELED GRAV-     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
 ME1229.and adjusted by the National Geodetic Survey in June 1991..
 ME1229
 ME1229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME1229
 ME1229.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME1229
 ME1229.The ellipsoidal height was determined by GPS observations
 ME1229.and is referenced to NAD 83.
 ME1229
 ME1229.The geoid height was determined by GEOID03.
 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;                    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                          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
 ME1229.Superseded values are not recommended for survey control.
 ME1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1229.See file dsdata.txt to determine how the superseded data were derived.
 ME1229
 ME1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6621280673(NAD 83)
 ME1229_MARKER: DB = BENCH MARK DISK
 ME1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1229_SP_SET: CONCRETE POST
 ME1229_STAMPING: B 138 1946
 ME1229_MARK LOGO: CGS   
 ME1229_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1229+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1990
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1275 ***********************************************************************
 ME1275  DESIGNATION -  B 139 RESET
 ME1275  PID         -  ME1275
 ME1275  STATE/COUNTY-  IN/LAKE
 ME1275  USGS QUAD   -  LEROY (1992)
 ME1275
 ME1275                         *CURRENT SURVEY CONTROL
 ME1275  ___________________________________________________________________
 ME1275* NAD 83(1986)-  41 17 21.     (N)    087 19 37.     (W)     SCALED    
 ME1275* NAVD 88     -       205.48   (meters)     674.1    (feet)  RESET     
 ME1275  ___________________________________________________________________
 ME1275  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME1275
 ME1275  VERT ORDER  -  THIRD
 ME1275
 ME1275.The horizontal coordinates were scaled from a topographic map and have
 ME1275.an estimated accuracy of +/- 6 seconds.
 ME1275
 ME1275.The orthometric height was computed from unverified reset data.
 ME1275
 ME1275.The geoid height was determined by GEOID03.
 ME1275
 ME1275;                    North         East    Units  Estimated Accuracy
 ME1275;SPC IN W     -   670,700.      879,590.      MT  (+/- 180 meters Scaled)
 ME1275
 ME1275                          SUPERSEDED SURVEY CONTROL
 ME1275
 ME1275.No superseded survey control is available for this station.
 ME1275
 ME1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL726709(NAD 83)
 ME1275_MARKER: DD = SURVEY DISK
 ME1275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1275_SP_SET: DRAIN TILE CONCRETE
 ME1275_STAMPING: B 139 RESET 1960
 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 = OCTOBER  6, 2006
 KA0028 ***********************************************************************
 KA0028  DESIGNATION -  B 14
 KA0028  PID         -  KA0028
 KA0028  STATE/COUNTY-  IN/MARION
 KA0028  USGS QUAD   -  MAYWOOD (1986)
 KA0028
 KA0028                         *CURRENT SURVEY CONTROL
 KA0028  ___________________________________________________________________
 KA0028* NAD 83(1986)-  39 43 20.     (N)    086 10 04.     (W)     SCALED    
 KA0028* NAVD 88     -       208.901  (meters)     685.37   (feet)  ADJUSTED  
 KA0028  ___________________________________________________________________
 KA0028  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KA0028  DYNAMIC HT  -         208.786 (meters)     684.99  (feet)  COMP
 KA0028  MODELED GRAV-     980,070.8   (mgal)                       NAVD 88
 KA0028
 KA0028  VERT ORDER  -  FIRST     CLASS II
 KA0028
 KA0028.The horizontal coordinates were scaled from a topographic map and have
 KA0028.an estimated accuracy of +/- 6 seconds.
 KA0028
 KA0028.The orthometric height was determined by differential leveling
 KA0028.and adjusted by the National Geodetic Survey in June 1991..
 KA0028
 KA0028.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0028.See file dsdata.txt to determine how the superseded data were derived.
 KA0028
 KA0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ713972(NAD 83)
 KA0028_MARKER: DB = BENCH MARK DISK
 KA0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0028_STAMPING: 685.809 B 14 1930
 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   NGS
 KA0028  HISTORY     - 19980224 MARK NOT FOUND   USPSQD
 KA0028
 KA0028                          STATION DESCRIPTION
 KA0028
 KA0028'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1255 ***********************************************************************
 ME1255  DESIGNATION -  B 140
 ME1255  PID         -  ME1255
 ME1255  STATE/COUNTY-  IN/LAKE
 ME1255  USGS QUAD   -  PALMER (1992)
 ME1255
 ME1255                         *CURRENT SURVEY CONTROL
 ME1255  ___________________________________________________________________
 ME1255* NAD 83(1986)-  41 26 30.     (N)    087 14 20.     (W)     SCALED    
 ME1255* NAVD 88     -       216.141  (meters)     709.12   (feet)  ADJUSTED  
 ME1255  ___________________________________________________________________
 ME1255  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME1255  DYNAMIC HT  -         216.055 (meters)     708.84  (feet)  COMP
 ME1255  MODELED GRAV-     980,219.3   (mgal)                       NAVD 88
 ME1255
 ME1255  VERT ORDER  -  SECOND    CLASS 0
 ME1255
 ME1255.The horizontal coordinates were scaled from a topographic map and have
 ME1255.an estimated accuracy of +/- 6 seconds.
 ME1255
 ME1255.The orthometric height was determined by differential leveling
 ME1255.and adjusted by the National Geodetic Survey in June 1991..
 ME1255
 ME1255.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1255.See file dsdata.txt to determine how the superseded data were derived.
 ME1255
 ME1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL800878(NAD 83)
 ME1255_MARKER: DB = BENCH MARK DISK
 ME1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1255_STAMPING: B 140 1946
 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 = OCTOBER  6, 2006
 ME1249 ***********************************************************************
 ME1249  DESIGNATION -  B 141
 ME1249  PID         -  ME1249
 ME1249  STATE/COUNTY-  IN/PORTER
 ME1249  USGS QUAD   -  VALPARAISO (1992)
 ME1249
 ME1249                         *CURRENT SURVEY CONTROL
 ME1249  ___________________________________________________________________
 ME1249* NAD 83(1986)-  41 26 59.     (N)    087 04 35.     (W)     SCALED    
 ME1249* NAVD 88     -       212.241  (meters)     696.33   (feet)  ADJUSTED  
 ME1249  ___________________________________________________________________
 ME1249  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 ME1249  DYNAMIC HT  -         212.156 (meters)     696.05  (feet)  COMP
 ME1249  MODELED GRAV-     980,218.2   (mgal)                       NAVD 88
 ME1249
 ME1249  VERT ORDER  -  SECOND    CLASS 0
 ME1249
 ME1249.The horizontal coordinates were scaled from a topographic map and have
 ME1249.an estimated accuracy of +/- 6 seconds.
 ME1249
 ME1249.The orthometric height was determined by differential leveling
 ME1249.and adjusted by the National Geodetic Survey in June 1991..
 ME1249
 ME1249.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1249.See file dsdata.txt to determine how the superseded data were derived.
 ME1249
 ME1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL936886(NAD 83)
 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 = OCTOBER  6, 2006
 ME0590 ***********************************************************************
 ME0590  DESIGNATION -  B 143
 ME0590  PID         -  ME0590
 ME0590  STATE/COUNTY-  IN/LA PORTE
 ME0590  USGS QUAD   -  LA CROSSE (1958)
 ME0590
 ME0590                         *CURRENT SURVEY CONTROL
 ME0590  ___________________________________________________________________
 ME0590* NAD 83(1986)-  41 18 42.     (N)    086 53 30.     (W)     SCALED    
 ME0590* NAVD 88     -       205.996  (meters)     675.84   (feet)  ADJUSTED  
 ME0590  ___________________________________________________________________
 ME0590  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME0590  DYNAMIC HT  -         205.909 (meters)     675.55  (feet)  COMP
 ME0590  MODELED GRAV-     980,199.4   (mgal)                       NAVD 88
 ME0590
 ME0590  VERT ORDER  -  SECOND    CLASS 0
 ME0590
 ME0590.The horizontal coordinates were scaled from a topographic map and have
 ME0590.an estimated accuracy of +/- 6 seconds.
 ME0590
 ME0590.The orthometric height was determined by differential leveling
 ME0590.and adjusted by the National Geodetic Survey in June 1991..
 ME0590
 ME0590.The geoid height was determined by GEOID03.
 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     -   673,190.      916,050.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0590.See file dsdata.txt to determine how the superseded data were derived.
 ME0590
 ME0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL090733(NAD 83)
 ME0590_MARKER: DB = BENCH MARK DISK
 ME0590_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0590_SP_SET: FOUNDATION
 ME0590_STAMPING: B 143 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1307 ***********************************************************************
 ME1307  DESIGNATION -  B 144 RESET
 ME1307  PID         -  ME1307
 ME1307  STATE/COUNTY-  IN/PORTER
 ME1307  USGS QUAD   -  VALPARAISO (1992)
 ME1307
 ME1307                         *CURRENT SURVEY CONTROL
 ME1307  ___________________________________________________________________
 ME1307* NAD 83(1986)-  41 26 48.     (N)    087 01 38.     (W)     SCALED    
 ME1307* NAVD 88     -       227.99   (meters)     748.0    (feet)  RESET     
 ME1307  ___________________________________________________________________
 ME1307  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 ME1307
 ME1307  VERT ORDER  -  THIRD
 ME1307
 ME1307.The horizontal coordinates were scaled from a topographic map and have
 ME1307.an estimated accuracy of +/- 6 seconds.
 ME1307
 ME1307.The orthometric height was computed from unverified reset data.
 ME1307
 ME1307.The geoid height was determined by GEOID03.
 ME1307
 ME1307;                    North         East    Units  Estimated Accuracy
 ME1307;SPC IN W     -   688,160.      904,690.      MT  (+/- 180 meters Scaled)
 ME1307
 ME1307                          SUPERSEDED SURVEY CONTROL
 ME1307
 ME1307.No superseded survey control is available for this station.
 ME1307
 ME1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL977883(NAD 83)
 ME1307_MARKER: DB = BENCH MARK DISK
 ME1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1307_STAMPING: B 144 1946 RESET 1956
 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             NGS
 ME1307  HISTORY     - 1978     GOOD             LOCSUR
 ME1307  HISTORY     - 19900613 MARK NOT FOUND   USGS
 ME1307
 ME1307                          STATION DESCRIPTION
 ME1307
 ME1307'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1270 ***********************************************************************
 MD1270  DESIGNATION -  B 145
 MD1270  PID         -  MD1270
 MD1270  STATE/COUNTY-  IN/KOSCIUSKO
 MD1270  USGS QUAD   -  ATWOOD (1994)
 MD1270
 MD1270                         *CURRENT SURVEY CONTROL
 MD1270  ___________________________________________________________________
 MD1270* NAD 83(1997)-  41 15 46.60488(N)    085 59 16.95193(W)     ADJUSTED  
 MD1270* NAVD 88     -       248.212  (meters)     814.34   (feet)  ADJUSTED  
 MD1270  ___________________________________________________________________
 MD1270  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 MD1270  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 MD1270  DYNAMIC HT  -         248.109 (meters)     814.00  (feet)  COMP
 MD1270  MODELED GRAV-     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.No horizontal observational check was made to the station.
 MD1270
 MD1270.The orthometric height was determined by differential leveling
 MD1270.and adjusted by the National Geodetic Survey in April 1995..
 MD1270
 MD1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1270
 MD1270.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996634  x   0.99997559  =   0.99994193
 MD1270!UTM  16      -   0.99996634  x   0.99968843  =   0.99965478
 MD1270
 MD1270:                Primary Azimuth Mark                     Grid Az
 MD1270:SPC IN E     -  ATWOOD 3                                 123 19 41.5
 MD1270:UTM  16      -  ATWOOD 3                                 122 26 55.7
 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) UNKNOWN     1 1
 MD1270  NGVD 29 (01/19/93)  248.342  (m)          814.77   (f) ADJUSTED    1 1
 MD1270
 MD1270.Superseded values are not recommended for survey control.
 MD1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1270.See file dsdata.txt to determine how the superseded data were derived.
 MD1270
 MD1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8476968441(NAD 83)
 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             NGS
 MD1270  HISTORY     - 1970     GOOD             NGS
 MD1270  HISTORY     - 1970     GOOD             NGS
 MD1270  HISTORY     - 19920909 GOOD             NGS
 MD1270
 MD1270                          STATION DESCRIPTION
 MD1270
 MD1270'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0947 ***********************************************************************
 LB0947  DESIGNATION -  B 146
 LB0947  PID         -  LB0947
 LB0947  STATE/COUNTY-  IN/CARROLL
 LB0947  USGS QUAD   -  BURROWS (1987)
 LB0947
 LB0947                         *CURRENT SURVEY CONTROL
 LB0947  ___________________________________________________________________
 LB0947* NAD 83(1986)-  40 42 00.     (N)    086 34 28.     (W)     SCALED    
 LB0947* NAVD 88     -       190.109  (meters)     623.72   (feet)  ADJUSTED  
 LB0947  ___________________________________________________________________
 LB0947  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 LB0947  DYNAMIC HT  -         190.020 (meters)     623.42  (feet)  COMP
 LB0947  MODELED GRAV-     980,153.3   (mgal)                       NAVD 88
 LB0947
 LB0947  VERT ORDER  -  SECOND    CLASS 0
 LB0947
 LB0947.The horizontal coordinates were scaled from a topographic map and have
 LB0947.an estimated accuracy of +/- 6 seconds.
 LB0947
 LB0947.The orthometric height was determined by differential leveling
 LB0947.and adjusted by the National Geodetic Survey in June 1991..
 LB0947
 LB0947.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0947.See file dsdata.txt to determine how the superseded data were derived.
 LB0947
 LB0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL359055(NAD 83)
 LB0947_MARKER: DB = BENCH MARK DISK
 LB0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0947_STAMPING: B 146 1946
 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 = OCTOBER  6, 2006
 LB0982 ***********************************************************************
 LB0982  DESIGNATION -  B 147
 LB0982  PID         -  LB0982
 LB0982  STATE/COUNTY-  IN/WHITE
 LB0982  USGS QUAD   -  BROOKSTON (1986)
 LB0982
 LB0982                         *CURRENT SURVEY CONTROL
 LB0982  ___________________________________________________________________
 LB0982* NAD 83(1986)-  40 36 03.     (N)    086 47 09.     (W)     SCALED    
 LB0982* NAVD 88     -       179.346  (meters)     588.40   (feet)  ADJUSTED  
 LB0982  ___________________________________________________________________
 LB0982  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 LB0982  DYNAMIC HT  -         179.260 (meters)     588.12  (feet)  COMP
 LB0982  MODELED GRAV-     980,141.5   (mgal)                       NAVD 88
 LB0982
 LB0982  VERT ORDER  -  SECOND    CLASS 0
 LB0982
 LB0982.The horizontal coordinates were scaled from a topographic map and have
 LB0982.an estimated accuracy of +/- 6 seconds.
 LB0982
 LB0982.The orthometric height was determined by differential leveling
 LB0982.and adjusted by the National Geodetic Survey in June 1991..
 LB0982
 LB0982.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0982.See file dsdata.txt to determine how the superseded data were derived.
 LB0982
 LB0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK181944(NAD 83)
 LB0982_MARKER: DB = BENCH MARK DISK
 LB0982_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0982_SP_SET: BRIDGE
 LB0982_STAMPING: B 147 1946
 LB0982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0982
 LB0982  HISTORY     - Date     Condition        Report By
 LB0982  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0021 ***********************************************************************
 LB0021  DESIGNATION -  B 148
 LB0021  PID         -  LB0021
 LB0021  STATE/COUNTY-  IN/CASS
 LB0021  USGS QUAD   -  CLYMERS (1987)
 LB0021
 LB0021                         *CURRENT SURVEY CONTROL
 LB0021  ___________________________________________________________________
 LB0021* NAD 83(1986)-  40 42 45.     (N)    086 24 22.     (W)     SCALED    
 LB0021* NAVD 88     -       222.934  (meters)     731.41   (feet)  ADJUSTED  
 LB0021  ___________________________________________________________________
 LB0021  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 LB0021  DYNAMIC HT  -         222.827 (meters)     731.06  (feet)  COMP
 LB0021  MODELED GRAV-     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 topographic map and have
 LB0021.an estimated accuracy of +/- 6 seconds.
 LB0021
 LB0021.The orthometric height was determined by differential leveling
 LB0021.and adjusted by the National Geodetic Survey in June 1991..
 LB0021
 LB0021.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0021.See file dsdata.txt to determine how the superseded data were derived.
 LB0021
 LB0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL501070(NAD 83)
 LB0021_MARKER: DB = BENCH MARK DISK
 LB0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0021_STAMPING: B 148 1946
 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 = OCTOBER  6, 2006
 ME0763 ***********************************************************************
 ME0763  DESIGNATION -  B 149
 ME0763  PID         -  ME0763
 ME0763  STATE/COUNTY-  IN/LA PORTE
 ME0763  USGS QUAD   -  WESTVILLE (1977)
 ME0763
 ME0763                         *CURRENT SURVEY CONTROL
 ME0763  ___________________________________________________________________
 ME0763* NAD 83(1986)-  41 34 34.     (N)    086 53 48.     (W)     SCALED    
 ME0763* NAVD 88     -       248.176  (meters)     814.22   (feet)  ADJUSTED  
 ME0763  ___________________________________________________________________
 ME0763  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 ME0763  DYNAMIC HT  -         248.081 (meters)     813.91  (feet)  COMP
 ME0763  MODELED GRAV-     980,231.8   (mgal)                       NAVD 88
 ME0763
 ME0763  VERT ORDER  -  SECOND    CLASS 0
 ME0763
 ME0763.The horizontal coordinates were scaled from a topographic map and have
 ME0763.an estimated accuracy of +/- 6 seconds.
 ME0763
 ME0763.The orthometric height was determined by differential leveling
 ME0763.and adjusted by the National Geodetic Survey in June 1991..
 ME0763
 ME0763.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0763.See file dsdata.txt to determine how the superseded data were derived.
 ME0763
 ME0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM086027(NAD 83)
 ME0763_MARKER: DB = BENCH MARK DISK
 ME0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0763_STAMPING: B 149 1946
 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 = OCTOBER  6, 2006
 MD0649 ***********************************************************************
 MD0649  DESIGNATION -  B 15
 MD0649  PID         -  MD0649
 MD0649  STATE/COUNTY-  IN/ALLEN
 MD0649  USGS QUAD   -  FORT WAYNE WEST (1981)
 MD0649
 MD0649                         *CURRENT SURVEY CONTROL
 MD0649  ___________________________________________________________________
 MD0649* NAD 83(1986)-  41 04 57.     (N)    085 12 40.     (W)     SCALED    
 MD0649* NAVD 88     -       247.273  (meters)     811.26   (feet)  ADJUSTED  
 MD0649  ___________________________________________________________________
 MD0649  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MD0649  DYNAMIC HT  -         247.176 (meters)     810.94  (feet)  COMP
 MD0649  MODELED GRAV-     980,224.6   (mgal)                       NAVD 88
 MD0649
 MD0649  VERT ORDER  -  FIRST     CLASS I
 MD0649
 MD0649.The horizontal coordinates were scaled from a topographic map and have
 MD0649.an estimated accuracy of +/- 6 seconds.
 MD0649
 MD0649.The orthometric height was determined by differential leveling
 MD0649.and adjusted by the National Geodetic Survey in June 1991..
 MD0649
 MD0649.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD0649
 MD0649  NGVD 29 (01/19/93)  247.435  (m)          811.79   (f) ADJUSTED    1 1
 MD0649
 MD0649.Superseded values are not recommended for survey control.
 MD0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0649.See file dsdata.txt to determine how the superseded data were derived.
 MD0649
 MD0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL502494(NAD 83)
 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             NGS
 MD0649  HISTORY     - 19921010 GOOD             NGS
 MD0649
 MD0649                          STATION DESCRIPTION
 MD0649
 MD0649'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0582 ***********************************************************************
 ME0582  DESIGNATION -  B 150
 ME0582  PID         -  ME0582
 ME0582  STATE/COUNTY-  IN/PORTER
 ME0582  USGS QUAD   -  WANATAH (1972)
 ME0582
 ME0582                         *CURRENT SURVEY CONTROL
 ME0582  ___________________________________________________________________
 ME0582* NAD 83(1986)-  41 26 39.     (N)    086 59 44.     (W)     SCALED    
 ME0582* NAVD 88     -       230.205  (meters)     755.26   (feet)  ADJUSTED  
 ME0582  ___________________________________________________________________
 ME0582  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0582  DYNAMIC HT  -         230.112 (meters)     754.96  (feet)  COMP
 ME0582  MODELED GRAV-     980,215.0   (mgal)                       NAVD 88
 ME0582
 ME0582  VERT ORDER  -  FIRST     CLASS I
 ME0582
 ME0582.The horizontal coordinates were scaled from a topographic map and have
 ME0582.an estimated accuracy of +/- 6 seconds.
 ME0582
 ME0582.The orthometric height was determined by differential leveling
 ME0582.and adjusted by the National Geodetic Survey in June 1991..
 ME0582
 ME0582.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0582.See file dsdata.txt to determine how the superseded data were derived.
 ME0582
 ME0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL003880(NAD 83)
 ME0582_MARKER: DB = BENCH MARK DISK
 ME0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0582_SP_SET: 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             NGS
 ME0582  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 ME0582
 ME0582                          STATION DESCRIPTION
 ME0582
 ME0582'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0507 ***********************************************************************
 ME0507  DESIGNATION -  B 151
 ME0507  PID         -  ME0507
 ME0507  STATE/COUNTY-  IN/LA PORTE
 ME0507  USGS QUAD   -  KINGSFORD HEIGHTS (1977)
 ME0507
 ME0507                         *CURRENT SURVEY CONTROL
 ME0507  ___________________________________________________________________
 ME0507* NAD 83(1986)-  41 27 15.     (N)    086 40 37.     (W)     SCALED    
 ME0507* NAVD 88     -       209.737  (meters)     688.11   (feet)  ADJUSTED  
 ME0507  ___________________________________________________________________
 ME0507  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0507  DYNAMIC HT  -         209.653 (meters)     687.84  (feet)  COMP
 ME0507  MODELED GRAV-     980,220.0   (mgal)                       NAVD 88
 ME0507
 ME0507  VERT ORDER  -  SECOND    CLASS 0
 ME0507
 ME0507.The horizontal coordinates were scaled from a topographic map and have
 ME0507.an estimated accuracy of +/- 6 seconds.
 ME0507
 ME0507.The orthometric height was determined by differential leveling
 ME0507.and adjusted by the National Geodetic Survey in June 1991..
 ME0507
 ME0507.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0507.See file dsdata.txt to determine how the superseded data were derived.
 ME0507
 ME0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL269892(NAD 83)
 ME0507_MARKER: DB = BENCH MARK DISK
 ME0507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0507_SP_SET: CULVERT
 ME0507_STAMPING: B 151 1946
 ME0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME0893 ***********************************************************************
 ME0893  DESIGNATION -  B 152
 ME0893  PID         -  ME0893
 ME0893  STATE/COUNTY-  IN/PORTER
 ME0893  USGS QUAD   -  WESTVILLE (1977)
 ME0893
 ME0893                         *CURRENT SURVEY CONTROL
 ME0893  ___________________________________________________________________
 ME0893* NAD 83(1986)-  41 32 55.     (N)    086 58 06.     (W)     SCALED    
 ME0893* NAVD 88     -       242.867  (meters)     796.81   (feet)  ADJUSTED  
 ME0893  ___________________________________________________________________
 ME0893  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 ME0893  DYNAMIC HT  -         242.773 (meters)     796.50  (feet)  COMP
 ME0893  MODELED GRAV-     980,230.6   (mgal)                       NAVD 88
 ME0893
 ME0893  VERT ORDER  -  SECOND    CLASS 0
 ME0893
 ME0893.The horizontal coordinates were scaled from a topographic map and have
 ME0893.an estimated accuracy of +/- 6 seconds.
 ME0893
 ME0893.The orthometric height was determined by differential leveling
 ME0893.and adjusted by the National Geodetic Survey in June 1991..
 ME0893
 ME0893.The geoid height was determined by GEOID03.
 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     -   699,490.      909,600.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0893.See file dsdata.txt to determine how the superseded data were derived.
 ME0893
 ME0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL026996(NAD 83)
 ME0893_MARKER: DB = BENCH MARK DISK
 ME0893_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0893_SP_SET: CULVERT
 ME0893_STAMPING: B 152 1946
 ME0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0792 ***********************************************************************
 ME0792  DESIGNATION -  B 153
 ME0792  PID         -  ME0792
 ME0792  STATE/COUNTY-  IN/LA PORTE
 ME0792  USGS QUAD   -  HANNA (1958)
 ME0792
 ME0792                         *CURRENT SURVEY CONTROL
 ME0792  ___________________________________________________________________
 ME0792* NAD 83(1986)-  41 29 27.     (N)    086 45 28.     (W)     SCALED    
 ME0792* NAVD 88     -       226.058  (meters)     741.66   (feet)  ADJUSTED  
 ME0792  ___________________________________________________________________
 ME0792  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0792  DYNAMIC HT  -         225.968 (meters)     741.36  (feet)  COMP
 ME0792  MODELED GRAV-     980,219.3   (mgal)                       NAVD 88
 ME0792
 ME0792  VERT ORDER  -  SECOND    CLASS 0
 ME0792
 ME0792.The horizontal coordinates were scaled from a topographic map and have
 ME0792.an estimated accuracy of +/- 6 seconds.
 ME0792
 ME0792.The orthometric height was determined by differential leveling
 ME0792.and adjusted by the National Geodetic Survey in June 1991..
 ME0792
 ME0792.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0792.See file dsdata.txt to determine how the superseded data were derived.
 ME0792
 ME0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL202932(NAD 83)
 ME0792_MARKER: DB = BENCH MARK DISK
 ME0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0792_STAMPING: B 153 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0501 ***********************************************************************
 ME0501  DESIGNATION -  B 154
 ME0501  PID         -  ME0501
 ME0501  STATE/COUNTY-  IN/LA PORTE
 ME0501  USGS QUAD   -  HAMLET (1977)
 ME0501
 ME0501                         *CURRENT SURVEY CONTROL
 ME0501  ___________________________________________________________________
 ME0501* NAD 83(1986)-  41 28 26.     (N)    086 31 34.     (W)     SCALED    
 ME0501* NAVD 88     -       212.213  (meters)     696.24   (feet)  ADJUSTED  
 ME0501  ___________________________________________________________________
 ME0501  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME0501  DYNAMIC HT  -         212.129 (meters)     695.96  (feet)  COMP
 ME0501  MODELED GRAV-     980,223.1   (mgal)                       NAVD 88
 ME0501
 ME0501  VERT ORDER  -  SECOND    CLASS 0
 ME0501
 ME0501.The horizontal coordinates were scaled from a topographic map and have
 ME0501.an estimated accuracy of +/- 6 seconds.
 ME0501
 ME0501.The orthometric height was determined by differential leveling
 ME0501.and adjusted by the National Geodetic Survey in June 1991..
 ME0501
 ME0501.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0501.See file dsdata.txt to determine how the superseded data were derived.
 ME0501
 ME0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL395914(NAD 83)
 ME0501_MARKER: DB = BENCH MARK DISK
 ME0501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0501_SP_SET: CULVERT
 ME0501_STAMPING: B 154 1946
 ME0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0501
 ME0501  HISTORY     - Date     Condition        Report By
 ME0501  HISTORY     - 1946     MONUMENTED       CGS
 ME0501  HISTORY     - 1987     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0812 ***********************************************************************
 ME0812  DESIGNATION -  B 155
 ME0812  PID         -  ME0812
 ME0812  STATE/COUNTY-  IN/LA PORTE
 ME0812  USGS QUAD   -  LA PORTE EAST (1991)
 ME0812
 ME0812                         *CURRENT SURVEY CONTROL
 ME0812  ___________________________________________________________________
 ME0812* NAD 83(1986)-  41 35 48.     (N)    086 40 48.     (W)     SCALED    
 ME0812* NAVD 88     -       239.091  (meters)     784.42   (feet)  ADJUSTED  
 ME0812  ___________________________________________________________________
 ME0812  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0812  DYNAMIC HT  -         238.997 (meters)     784.11  (feet)  COMP
 ME0812  MODELED GRAV-     980,225.3   (mgal)                       NAVD 88
 ME0812
 ME0812  VERT ORDER  -  SECOND    CLASS 0
 ME0812
 ME0812.The horizontal coordinates were scaled from a topographic map and have
 ME0812.an estimated accuracy of +/- 6 seconds.
 ME0812
 ME0812.The orthometric height was determined by differential leveling
 ME0812.and adjusted by the National Geodetic Survey in June 1991..
 ME0812
 ME0812.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 ME0812;SPC IN W     -   704,900.      933,630.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0812.See file dsdata.txt to determine how the superseded data were derived.
 ME0812
 ME0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM266050(NAD 83)
 ME0812_MARKER: DB = BENCH MARK DISK
 ME0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0812_STAMPING: B 155 1946
 ME0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0812+STABILITY: SURFACE MOTION
 ME0812
 ME0812  HISTORY     - Date     Condition        Report By
 ME0812  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1402 ***********************************************************************
 ME1402  DESIGNATION -  B 156
 ME1402  PID         -  ME1402
 ME1402  STATE/COUNTY-  IN/JASPER
 ME1402  USGS QUAD   -  GIFFORD (1962)
 ME1402
 ME1402                         *CURRENT SURVEY CONTROL
 ME1402  ___________________________________________________________________
 ME1402* NAD 83(1986)-  41 05 33.     (N)    087 01 07.     (W)     SCALED    
 ME1402* NAVD 88     -       208.462  (meters)     683.93   (feet)  ADJUSTED  
 ME1402  ___________________________________________________________________
 ME1402  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME1402  DYNAMIC HT  -         208.372 (meters)     683.63  (feet)  COMP
 ME1402  MODELED GRAV-     980,187.9   (mgal)                       NAVD 88
 ME1402
 ME1402  VERT ORDER  -  SECOND    CLASS 0
 ME1402
 ME1402.The horizontal coordinates were scaled from a topographic map and have
 ME1402.an estimated accuracy of +/- 6 seconds.
 ME1402
 ME1402.The orthometric height was determined by differential leveling
 ME1402.and adjusted by the National Geodetic Survey in June 1991..
 ME1402
 ME1402.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1402.See file dsdata.txt to determine how the superseded data were derived.
 ME1402
 ME1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL984490(NAD 83)
 ME1402_MARKER: DB = BENCH MARK DISK
 ME1402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1402_SP_SET: BRIDGE
 ME1402_STAMPING: B 156 1946
 ME1402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1402
 ME1402  HISTORY     - Date     Condition        Report By
 ME1402  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1383 ***********************************************************************
 ME1383  DESIGNATION -  B 157
 ME1383  PID         -  ME1383
 ME1383  STATE/COUNTY-  IN/JASPER
 ME1383  USGS QUAD   -  PARR (1980)
 ME1383
 ME1383                         *CURRENT SURVEY CONTROL
 ME1383  ___________________________________________________________________
 ME1383* NAD 83(1986)-  41 05 09.     (N)    087 10 48.     (W)     SCALED    
 ME1383* NAVD 88     -       210.050  (meters)     689.14   (feet)  ADJUSTED  
 ME1383  ___________________________________________________________________
 ME1383  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ME1383  DYNAMIC HT  -         209.960 (meters)     688.84  (feet)  COMP
 ME1383  MODELED GRAV-     980,190.3   (mgal)                       NAVD 88
 ME1383
 ME1383  VERT ORDER  -  SECOND    CLASS 0
 ME1383
 ME1383.The horizontal coordinates were scaled from a topographic map and have
 ME1383.an estimated accuracy of +/- 6 seconds.
 ME1383
 ME1383.The orthometric height was determined by differential leveling
 ME1383.and adjusted by the National Geodetic Survey in June 1991..
 ME1383
 ME1383.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1383.See file dsdata.txt to determine how the superseded data were derived.
 ME1383
 ME1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL848483(NAD 83)
 ME1383_MARKER: DB = BENCH MARK DISK
 ME1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1383_STAMPING: B 157 1946
 ME1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1383+STABILITY: SURFACE MOTION
 ME1383
 ME1383  HISTORY     - Date     Condition        Report By
 ME1383  HISTORY     - 1946     MONUMENTED       CGS
 ME1383  HISTORY     - 1968     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1968
 ME1383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1053 ***********************************************************************
 MD1053  DESIGNATION -  B 158
 MD1053  PID         -  MD1053
 MD1053  STATE/COUNTY-  IN/KOSCIUSKO
 MD1053  USGS QUAD   -  LEESBURG (1992)
 MD1053
 MD1053                         *CURRENT SURVEY CONTROL
 MD1053  ___________________________________________________________________
 MD1053* NAD 83(1986)-  41 18 03.     (N)    085 50 37.     (W)     SCALED    
 MD1053* NAVD 88     -       255.171  (meters)     837.17   (feet)  ADJUSTED  
 MD1053  ___________________________________________________________________
 MD1053  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 MD1053  DYNAMIC HT  -         255.065 (meters)     836.83  (feet)  COMP
 MD1053  MODELED GRAV-     980,201.6   (mgal)                       NAVD 88
 MD1053
 MD1053  VERT ORDER  -  FIRST     CLASS II
 MD1053
 MD1053.The horizontal coordinates were scaled from a topographic map and have
 MD1053.an estimated accuracy of +/- 6 seconds.
 MD1053
 MD1053.The orthometric height was determined by differential leveling
 MD1053.and adjusted by the National Geodetic Survey in June 1991..
 MD1053
 MD1053.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1053.See file dsdata.txt to determine how the superseded data were derived.
 MD1053
 MD1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL968727(NAD 83)
 MD1053_MARKER: DB = BENCH MARK DISK
 MD1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1053_STAMPING: B 158 1946
 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 = OCTOBER  6, 2006
 MD1188 ***********************************************************************
 MD1188  DESIGNATION -  B 159
 MD1188  PID         -  MD1188
 MD1188  STATE/COUNTY-  IN/NOBLE
 MD1188  USGS QUAD   -  LAKE WAWASEE (1994)
 MD1188
 MD1188                         *CURRENT SURVEY CONTROL
 MD1188  ___________________________________________________________________
 MD1188* NAD 83(1986)-  41 27 06.     (N)    085 37 36.     (W)     SCALED    
 MD1188* NAVD 88     -       273.859  (meters)     898.49   (feet)  ADJUSTED  
 MD1188  ___________________________________________________________________
 MD1188  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MD1188  DYNAMIC HT  -         273.747 (meters)     898.12  (feet)  COMP
 MD1188  MODELED GRAV-     980,206.2   (mgal)                       NAVD 88
 MD1188
 MD1188  VERT ORDER  -  SECOND    CLASS 0
 MD1188
 MD1188.The horizontal coordinates were scaled from a topographic map and have
 MD1188.an estimated accuracy of +/- 6 seconds.
 MD1188
 MD1188.The orthometric height was determined by differential leveling
 MD1188.and adjusted by the National Geodetic Survey in June 1991..
 MD1188
 MD1188.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1188.See file dsdata.txt to determine how the superseded data were derived.
 MD1188
 MD1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL147898(NAD 83)
 MD1188_MARKER: DB = BENCH MARK DISK
 MD1188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1188_SP_SET: CULVERT
 MD1188_STAMPING: B 159 1946
 MD1188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1188
 MD1188  HISTORY     - Date     Condition        Report By
 MD1188  HISTORY     - 1946     MONUMENTED       CGS
 MD1188  HISTORY     - 1961     GOOD             NGS
 MD1188
 MD1188                          STATION DESCRIPTION
 MD1188
 MD1188'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1222 ***********************************************************************
 LB1222  DESIGNATION -  B 16
 LB1222  PID         -  LB1222
 LB1222  STATE/COUNTY-  IN/BENTON
 LB1222  USGS QUAD   -  BOSWELL (1980)
 LB1222
 LB1222                         *CURRENT SURVEY CONTROL
 LB1222  ___________________________________________________________________
 LB1222* NAD 83(1986)-  40 30 03.     (N)    087 28 15.     (W)     SCALED    
 LB1222* NAVD 88     -       226.603  (meters)     743.45   (feet)  ADJUSTED  
 LB1222  ___________________________________________________________________
 LB1222  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LB1222  DYNAMIC HT  -         226.493 (meters)     743.09  (feet)  COMP
 LB1222  MODELED GRAV-     980,130.5   (mgal)                       NAVD 88
 LB1222
 LB1222  VERT ORDER  -  FIRST     CLASS II
 LB1222
 LB1222.The horizontal coordinates were scaled from a topographic map and have
 LB1222.an estimated accuracy of +/- 6 seconds.
 LB1222
 LB1222.The orthometric height was determined by differential leveling
 LB1222.and adjusted by the National Geodetic Survey in June 1991..
 LB1222
 LB1222.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1222.See file dsdata.txt to determine how the superseded data were derived.
 LB1222
 LB1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK601834(NAD 83)
 LB1222_MARKER: DB = BENCH MARK DISK
 LB1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1222_STAMPING: B 16 1934
 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             NGS
 LB1222  HISTORY     - 1960     MARK NOT FOUND   USGS
 LB1222
 LB1222                          STATION DESCRIPTION
 LB1222
 LB1222'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1050 ***********************************************************************
 MD1050  DESIGNATION -  B 160
 MD1050  PID         -  MD1050
 MD1050  STATE/COUNTY-  IN/KOSCIUSKO
 MD1050  USGS QUAD   -  LEESBURG (1992)
 MD1050
 MD1050                         *CURRENT SURVEY CONTROL
 MD1050  ___________________________________________________________________
 MD1050* NAD 83(1997)-  41 17 31.45540(N)    085 51 28.04312(W)     ADJUSTED  
 MD1050* NAVD 88     -       253.839  (meters)     832.80   (feet)  ADJUSTED  
 MD1050  ___________________________________________________________________
 MD1050  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 MD1050  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MD1050  DYNAMIC HT  -         253.733 (meters)     832.46  (feet)  COMP
 MD1050  MODELED GRAV-     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
 MD1050.and adjusted by the National Geodetic Survey in June 1991..
 MD1050
 MD1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1050
 MD1050.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996544  x   0.99996982  =   0.99993526
 MD1050!UTM  16      -   0.99996544  x   0.99971256  =   0.99967801
 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
 MD1050.Superseded values are not recommended for survey control.
 MD1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1050.See file dsdata.txt to determine how the superseded data were derived.
 MD1050
 MD1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9563771810(NAD 83)
 MD1050_MARKER: DB = BENCH MARK DISK
 MD1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1050_STAMPING: B 160 1946
 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 = OCTOBER  6, 2006
 MD0872 ***********************************************************************
 MD0872  DESIGNATION -  B 162
 MD0872  PID         -  MD0872
 MD0872  STATE/COUNTY-  IN/DE KALB
 MD0872  USGS QUAD   -  GARRETT (1973)
 MD0872
 MD0872                         *CURRENT SURVEY CONTROL
 MD0872  ___________________________________________________________________
 MD0872* NAD 83(1986)-  41 21 55.     (N)    085 11 34.     (W)     SCALED    
 MD0872* NAVD 88     -       279.860  (meters)     918.17   (feet)  ADJUSTED  
 MD0872  ___________________________________________________________________
 MD0872  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 MD0872  DYNAMIC HT  -         279.749 (meters)     917.81  (feet)  COMP
 MD0872  MODELED GRAV-     980,219.4   (mgal)                       NAVD 88
 MD0872
 MD0872  VERT ORDER  -  SECOND    CLASS 0
 MD0872
 MD0872.The horizontal coordinates were scaled from a topographic map and have
 MD0872.an estimated accuracy of +/- 6 seconds.
 MD0872
 MD0872.The orthometric height was determined by differential leveling
 MD0872.and adjusted by the National Geodetic Survey in June 1991..
 MD0872
 MD0872.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0872.See file dsdata.txt to determine how the superseded data were derived.
 MD0872
 MD0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL511808(NAD 83)
 MD0872_MARKER: DB = BENCH MARK DISK
 MD0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0872_STAMPING: B 162 1946
 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             NGS
 MD0872
 MD0872                          STATION DESCRIPTION
 MD0872
 MD0872'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0856 ***********************************************************************
 MD0856  DESIGNATION -  B 163
 MD0856  PID         -  MD0856
 MD0856  STATE/COUNTY-  IN/NOBLE
 MD0856  USGS QUAD   -  GARRETT (1973)
 MD0856
 MD0856                         *CURRENT SURVEY CONTROL
 MD0856  ___________________________________________________________________
 MD0856* NAD 83(1986)-  41 19 22.     (N)    085 13 01.     (W)     SCALED    
 MD0856* NAVD 88     -       272.065  (meters)     892.60   (feet)  ADJUSTED  
 MD0856  ___________________________________________________________________
 MD0856  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MD0856  DYNAMIC HT  -         271.957 (meters)     892.25  (feet)  COMP
 MD0856  MODELED GRAV-     980,219.6   (mgal)                       NAVD 88
 MD0856
 MD0856  VERT ORDER  -  SECOND    CLASS 0
 MD0856
 MD0856.The horizontal coordinates were scaled from a topographic map and have
 MD0856.an estimated accuracy of +/- 6 seconds.
 MD0856
 MD0856.The orthometric height was determined by differential leveling
 MD0856.and adjusted by the National Geodetic Survey in June 1991..
 MD0856
 MD0856.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0856.See file dsdata.txt to determine how the superseded data were derived.
 MD0856
 MD0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL492761(NAD 83)
 MD0856_MARKER: DB = BENCH MARK DISK
 MD0856_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0856_SP_SET: CULVERT
 MD0856_STAMPING: B 163 1946
 MD0856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0856
 MD0856  HISTORY     - Date     Condition        Report By
 MD0856  HISTORY     - 1946     MONUMENTED       CGS
 MD0856  HISTORY     - 1962     GOOD             NGS
 MD0856
 MD0856                          STATION DESCRIPTION
 MD0856
 MD0856'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1162 ***********************************************************************
 MD1162  DESIGNATION -  B 164
 MD1162  PID         -  MD1162
 MD1162  STATE/COUNTY-  IN/NOBLE
 MD1162  USGS QUAD   -  ORMAS (1965)
 MD1162
 MD1162                         *CURRENT SURVEY CONTROL
 MD1162  ___________________________________________________________________
 MD1162* NAD 83(1986)-  41 19 07.     (N)    085 34 29.     (W)     SCALED    
 MD1162* NAVD 88     -       278.470  (meters)     913.61   (feet)  ADJUSTED  
 MD1162  ___________________________________________________________________
 MD1162  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 MD1162  DYNAMIC HT  -         278.355 (meters)     913.24  (feet)  COMP
 MD1162  MODELED GRAV-     980,202.2   (mgal)                       NAVD 88
 MD1162
 MD1162  VERT ORDER  -  SECOND    CLASS 0
 MD1162
 MD1162.The horizontal coordinates were scaled from a topographic map and have
 MD1162.an estimated accuracy of +/- 6 seconds.
 MD1162
 MD1162.The orthometric height was determined by differential leveling
 MD1162.and adjusted by the National Geodetic Survey in June 1991..
 MD1162
 MD1162.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1162.See file dsdata.txt to determine how the superseded data were derived.
 MD1162
 MD1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL192751(NAD 83)
 MD1162_MARKER: DB = BENCH MARK DISK
 MD1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1162_STAMPING: B 164 1946
 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             NGS
 MD1162
 MD1162                          STATION DESCRIPTION
 MD1162
 MD1162'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0943 ***********************************************************************
 MD0943  DESIGNATION -  B 165
 MD0943  PID         -  MD0943
 MD0943  STATE/COUNTY-  IN/WHITLEY
 MD0943  USGS QUAD   -  MERRIAM (1965)
 MD0943
 MD0943                         *CURRENT SURVEY CONTROL
 MD0943  ___________________________________________________________________
 MD0943* NAD 83(1986)-  41 15 37.     (N)    085 22 48.     (W)     SCALED    
 MD0943* NAVD 88     -       269.858  (meters)     885.36   (feet)  ADJUSTED  
 MD0943  ___________________________________________________________________
 MD0943  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 MD0943  DYNAMIC HT  -         269.754 (meters)     885.02  (feet)  COMP
 MD0943  MODELED GRAV-     980,233.4   (mgal)                       NAVD 88
 MD0943
 MD0943  VERT ORDER  -  SECOND    CLASS 0
 MD0943
 MD0943.The horizontal coordinates were scaled from a topographic map and have
 MD0943.an estimated accuracy of +/- 6 seconds.
 MD0943
 MD0943.The orthometric height was determined by differential leveling
 MD0943.and adjusted by the National Geodetic Survey in June 1991..
 MD0943
 MD0943.The geoid height was determined by GEOID03.
 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     -   667,500.      124,020.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0943.See file dsdata.txt to determine how the superseded data were derived.
 MD0943
 MD0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL357689(NAD 83)
 MD0943_MARKER: DB = BENCH MARK DISK
 MD0943_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0943_SP_SET: CULVERT
 MD0943_STAMPING: B 165 1946
 MD0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0943
 MD0943  HISTORY     - Date     Condition        Report By
 MD0943  HISTORY     - 1946     MONUMENTED       CGS
 MD0943  HISTORY     - 1961     GOOD             NGS
 MD0943
 MD0943                          STATION DESCRIPTION
 MD0943
 MD0943'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0208 ***********************************************************************
 ME0208  DESIGNATION -  B 166
 ME0208  PID         -  ME0208
 ME0208  STATE/COUNTY-  IN/MARSHALL
 ME0208  USGS QUAD   -  WALKERTON (1972)
 ME0208
 ME0208                         *CURRENT SURVEY CONTROL
 ME0208  ___________________________________________________________________
 ME0208* NAD 83(1986)-  41 26 52.     (N)    086 24 44.     (W)     SCALED    
 ME0208* NAVD 88     -       228.330  (meters)     749.11   (feet)  ADJUSTED  
 ME0208  ___________________________________________________________________
 ME0208  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 ME0208  DYNAMIC HT  -         228.238 (meters)     748.81  (feet)  COMP
 ME0208  MODELED GRAV-     980,215.7   (mgal)                       NAVD 88
 ME0208
 ME0208  VERT ORDER  -  SECOND    CLASS 0
 ME0208
 ME0208.The horizontal coordinates were scaled from a topographic map and have
 ME0208.an estimated accuracy of +/- 6 seconds.
 ME0208
 ME0208.The orthometric height was determined by differential leveling
 ME0208.and adjusted by the National Geodetic Survey in June 1991..
 ME0208
 ME0208.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0208.See file dsdata.txt to determine how the superseded data were derived.
 ME0208
 ME0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL490886(NAD 83)
 ME0208_MARKER: DB = BENCH MARK DISK
 ME0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0208_SP_SET: CULVERT
 ME0208_STAMPING: B 166 1946
 ME0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0208
 ME0208  HISTORY     - Date     Condition        Report By
 ME0208  HISTORY     - 1946     MONUMENTED       CGS
 ME0208  HISTORY     - 1985     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0199 ***********************************************************************
 ME0199  DESIGNATION -  B 167
 ME0199  PID         -  ME0199
 ME0199  STATE/COUNTY-  IN/MARSHALL
 ME0199  USGS QUAD   -  LA PAZ (1972)
 ME0199
 ME0199                         *CURRENT SURVEY CONTROL
 ME0199  ___________________________________________________________________
 ME0199* NAD 83(1986)-  41 27 36.     (N)    086 18 28.     (W)     SCALED    
 ME0199* NAVD 88     -       267.849  (meters)     878.77   (feet)  ADJUSTED  
 ME0199  ___________________________________________________________________
 ME0199  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME0199  DYNAMIC HT  -         267.740 (meters)     878.41  (feet)  COMP
 ME0199  MODELED GRAV-     980,207.9   (mgal)                       NAVD 88
 ME0199
 ME0199  VERT ORDER  -  SECOND    CLASS 0
 ME0199
 ME0199.The horizontal coordinates were scaled from a topographic map and have
 ME0199.an estimated accuracy of +/- 6 seconds.
 ME0199
 ME0199.The orthometric height was determined by differential leveling
 ME0199.and adjusted by the National Geodetic Survey in June 1991..
 ME0199
 ME0199.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0199.See file dsdata.txt to determine how the superseded data were derived.
 ME0199
 ME0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL578900(NAD 83)
 ME0199_MARKER: DB = BENCH MARK DISK
 ME0199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0199_SP_SET: RAILING
 ME0199_STAMPING: B 167 1946
 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 = OCTOBER  6, 2006
 ME2101 ***********************************************************************
 ME2101  DESIGNATION -  B 167 RESET 1979
 ME2101  PID         -  ME2101
 ME2101  STATE/COUNTY-  IN/MARSHALL
 ME2101  USGS QUAD   -  LA PAZ (1972)
 ME2101
 ME2101                         *CURRENT SURVEY CONTROL
 ME2101  ___________________________________________________________________
 ME2101* NAD 83(1986)-  41 27 36.     (N)    086 18 28.     (W)     SCALED    
 ME2101* NAVD 88     -       267.49   (meters)     877.6    (feet)  RESET     
 ME2101  ___________________________________________________________________
 ME2101  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME2101
 ME2101  VERT ORDER  -  THIRD
 ME2101
 ME2101.The horizontal coordinates were scaled from a topographic map and have
 ME2101.an estimated accuracy of +/- 6 seconds.
 ME2101
 ME2101.The orthometric height was computed from unverified reset data.
 ME2101
 ME2101.The geoid height was determined by GEOID03.
 ME2101
 ME2101;                    North         East    Units  Estimated Accuracy
 ME2101;SPC IN E     -   689,840.       46,440.      MT  (+/- 180 meters Scaled)
 ME2101
 ME2101                          SUPERSEDED SURVEY CONTROL
 ME2101
 ME2101  NGVD 29 (04/16/04)  267.60   (m)          878.0    (f) RESET       3  
 ME2101
 ME2101.Superseded values are not recommended for survey control.
 ME2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2101.See file dsdata.txt to determine how the superseded data were derived.
 ME2101
 ME2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL578900(NAD 83)
 ME2101_MARKER: DB = BENCH MARK DISK
 ME2101_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME2101_SP_SET: WINGWALL
 ME2101_STAMPING: B 167 RESET 1979
 ME2101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2101+STABILITY: SURFACE MOTION
 ME2101
 ME2101  HISTORY     - Date     Condition        Report By
 ME2101  HISTORY     - 1979     MONUMENTED       RBNF
 ME2101
 ME2101                          STATION DESCRIPTION
 ME2101
 ME2101'DESCRIBED BY RESEARCHED BUT NOT FOUND 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0013 ***********************************************************************
 ME0013  DESIGNATION -  B 168
 ME0013  PID         -  ME0013
 ME0013  STATE/COUNTY-  IN/ST JOSEPH
 ME0013  USGS QUAD   -  OSCEOLA (1994)
 ME0013
 ME0013                         *CURRENT SURVEY CONTROL
 ME0013  ___________________________________________________________________
 ME0013* NAD 83(1986)-  41 37 43.     (N)    086 06 50.     (W)     SCALED    
 ME0013* NAVD 88     -       233.162  (meters)     764.97   (feet)  ADJUSTED  
 ME0013  ___________________________________________________________________
 ME0013  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 ME0013  DYNAMIC HT  -         233.068 (meters)     764.66  (feet)  COMP
 ME0013  MODELED GRAV-     980,216.4   (mgal)                       NAVD 88
 ME0013
 ME0013  VERT ORDER  -  SECOND    CLASS 0
 ME0013
 ME0013.The horizontal coordinates were scaled from a topographic map and have
 ME0013.an estimated accuracy of +/- 6 seconds.
 ME0013
 ME0013.The orthometric height was determined by differential leveling
 ME0013.and adjusted by the National Geodetic Survey in June 1991..
 ME0013
 ME0013.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0013.See file dsdata.txt to determine how the superseded data were derived.
 ME0013
 ME0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM738089(NAD 83)
 ME0013_MARKER: DB = BENCH MARK DISK
 ME0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0013_STAMPING: B 168 1946
 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 = OCTOBER  6, 2006
 ME0158 ***********************************************************************
 ME0158  DESIGNATION -  B 169
 ME0158  PID         -  ME0158
 ME0158  STATE/COUNTY-  IN/MARSHALL
 ME0158  USGS QUAD   -  NAPPANEE WEST (1991)
 ME0158
 ME0158                         *CURRENT SURVEY CONTROL
 ME0158  ___________________________________________________________________
 ME0158* NAD 83(1986)-  41 23 26.     (N)    086 07 01.     (W)     SCALED    
 ME0158* NAVD 88     -       247.906  (meters)     813.34   (feet)  ADJUSTED  
 ME0158  ___________________________________________________________________
 ME0158  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 ME0158  DYNAMIC HT  -         247.804 (meters)     813.00  (feet)  COMP
 ME0158  MODELED GRAV-     980,203.1   (mgal)                       NAVD 88
 ME0158
 ME0158  VERT ORDER  -  SECOND    CLASS 0
 ME0158
 ME0158.The horizontal coordinates were scaled from a topographic map and have
 ME0158.an estimated accuracy of +/- 6 seconds.
 ME0158
 ME0158.The orthometric height was determined by differential leveling
 ME0158.and adjusted by the National Geodetic Survey in June 1991..
 ME0158
 ME0158.The geoid height was determined by GEOID03.
 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     -   682,030.       62,340.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0158.See file dsdata.txt to determine how the superseded data were derived.
 ME0158
 ME0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL738824(NAD 83)
 ME0158_MARKER: DB = BENCH MARK DISK
 ME0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0158_STAMPING: B 169 1946
 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 = OCTOBER  6, 2006
 ME1107 ***********************************************************************
 ME1107  DESIGNATION -  B 17
 ME1107  PID         -  ME1107
 ME1107  STATE/COUNTY-  IN/NEWTON
 ME1107  USGS QUAD   -  ENOS (1980)
 ME1107
 ME1107                         *CURRENT SURVEY CONTROL
 ME1107  ___________________________________________________________________
 ME1107* NAD 83(1986)-  41 05 27.     (N)    087 26 45.     (W)     SCALED    
 ME1107* NAVD 88     -       203.614  (meters)     668.02   (feet)  ADJUSTED  
 ME1107  ___________________________________________________________________
 ME1107  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 ME1107  DYNAMIC HT  -         203.527 (meters)     667.74  (feet)  COMP
 ME1107  MODELED GRAV-     980,193.1   (mgal)                       NAVD 88
 ME1107
 ME1107  VERT ORDER  -  FIRST     CLASS II
 ME1107
 ME1107.The horizontal coordinates were scaled from a topographic map and have
 ME1107.an estimated accuracy of +/- 6 seconds.
 ME1107
 ME1107.The orthometric height was determined by differential leveling
 ME1107.and adjusted by the National Geodetic Survey in June 1991..
 ME1107
 ME1107.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1107.See file dsdata.txt to determine how the superseded data were derived.
 ME1107
 ME1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL625489(NAD 83)
 ME1107_MARKER: DB = BENCH MARK DISK
 ME1107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1107_SP_SET: BRIDGE
 ME1107_STAMPING: B 17 1934
 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 = OCTOBER  6, 2006
 ME0188 ***********************************************************************
 ME0188  DESIGNATION -  B 170
 ME0188  PID         -  ME0188
 ME0188  STATE/COUNTY-  IN/KOSCIUSKO
 ME0188  USGS QUAD   -  NAPPANEE WEST (1991)
 ME0188
 ME0188                         *CURRENT SURVEY CONTROL
 ME0188  ___________________________________________________________________
 ME0188* NAD 83(1986)-  41 24 39.     (N)    086 02 43.     (W)     SCALED    
 ME0188* NAVD 88     -       254.822  (meters)     836.03   (feet)  ADJUSTED  
 ME0188  ___________________________________________________________________
 ME0188  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 ME0188  DYNAMIC HT  -         254.718 (meters)     835.69  (feet)  COMP
 ME0188  MODELED GRAV-     980,207.7   (mgal)                       NAVD 88
 ME0188
 ME0188  VERT ORDER  -  SECOND    CLASS 0
 ME0188
 ME0188.The horizontal coordinates were scaled from a topographic map and have
 ME0188.an estimated accuracy of +/- 6 seconds.
 ME0188
 ME0188.The orthometric height was determined by differential leveling
 ME0188.and adjusted by the National Geodetic Survey in June 1991..
 ME0188
 ME0188.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0188.See file dsdata.txt to determine how the superseded data were derived.
 ME0188
 ME0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL797848(NAD 83)
 ME0188_MARKER: DB = BENCH MARK DISK
 ME0188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0188_SP_SET: BUILDING
 ME0188_STAMPING: B 170 1946
 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 = OCTOBER  6, 2006
 ME2092 ***********************************************************************
 ME2092  DESIGNATION -  B 170 RESET 1979
 ME2092  PID         -  ME2092
 ME2092  STATE/COUNTY-  IN/KOSCIUSKO
 ME2092  USGS QUAD   -  NAPPANEE WEST (1991)
 ME2092
 ME2092                         *CURRENT SURVEY CONTROL
 ME2092  ___________________________________________________________________
 ME2092* NAD 83(1986)-  41 24 39.     (N)    086 02 43.     (W)     SCALED    
 ME2092* NAVD 88     -       253.81   (+/-2cm)     832.7    (feet)  VERTCON   
 ME2092  ___________________________________________________________________
 ME2092  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 ME2092
 ME2092  VERT ORDER  -  THIRD (See Below)
 ME2092
 ME2092.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2092
 ME2092.The geoid height was determined by GEOID03.
 ME2092
 ME2092;                    North         East    Units  Estimated Accuracy
 ME2092;SPC IN E     -   684,250.       68,350.      MT  (+/- 180 meters Scaled)
 ME2092
 ME2092                          SUPERSEDED SURVEY CONTROL
 ME2092
 ME2092  NGVD 29 (04/16/04)  253.94   (m)          833.1    (f) RESET       3  
 ME2092
 ME2092.Superseded values are not recommended for survey control.
 ME2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2092.See file dsdata.txt to determine how the superseded data were derived.
 ME2092
 ME2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL797848(NAD 83)
 ME2092_MARKER: DB = BENCH MARK DISK
 ME2092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2092_STAMPING: B 170 RESET 1979
 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 = OCTOBER  6, 2006
 ME0148 ***********************************************************************
 ME0148  DESIGNATION -  B 171
 ME0148  PID         -  ME0148
 ME0148  STATE/COUNTY-  IN/ELKHART
 ME0148  USGS QUAD   -  WAKARUSA (1994)
 ME0148
 ME0148                         *CURRENT SURVEY CONTROL
 ME0148  ___________________________________________________________________
 ME0148* NAD 83(1986)-  41 32 19.     (N)    086 01 17.     (W)     SCALED    
 ME0148* NAVD 88     -       253.720  (meters)     832.41   (feet)  ADJUSTED  
 ME0148  ___________________________________________________________________
 ME0148  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME0148  DYNAMIC HT  -         253.616 (meters)     832.07  (feet)  COMP
 ME0148  MODELED GRAV-     980,206.4   (mgal)                       NAVD 88
 ME0148
 ME0148  VERT ORDER  -  SECOND    CLASS 0
 ME0148
 ME0148.The horizontal coordinates were scaled from a topographic map and have
 ME0148.an estimated accuracy of +/- 6 seconds.
 ME0148
 ME0148.The orthometric height was determined by differential leveling
 ME0148.and adjusted by the National Geodetic Survey in June 1991..
 ME0148
 ME0148.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0148.See file dsdata.txt to determine how the superseded data were derived.
 ME0148
 ME0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL816990(NAD 83)
 ME0148_MARKER: DB = BENCH MARK DISK
 ME0148_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0148_SP_SET: BUILDING
 ME0148_STAMPING: B-171 1946
 ME0148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0148
 ME0148  HISTORY     - Date     Condition        Report By
 ME0148  HISTORY     - 1946     MONUMENTED       CGS
 ME0148  HISTORY     - 1968     GOOD             NGS
 ME0148  HISTORY     - 19950914 GOOD             USPSQD
 ME0148
 ME0148                          STATION DESCRIPTION
 ME0148
 ME0148'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1210 ***********************************************************************
 MD1210  DESIGNATION -  B 172
 MD1210  PID         -  MD1210
 MD1210  STATE/COUNTY-  IN/KOSCIUSKO
 MD1210  USGS QUAD   -  ATWOOD (1994)
 MD1210
 MD1210                         *CURRENT SURVEY CONTROL
 MD1210  ___________________________________________________________________
 MD1210* NAD 83(1986)-  41 21 40.     (N)    085 58 51.     (W)     SCALED    
 MD1210* NAVD 88     -       253.743  (meters)     832.49   (feet)  ADJUSTED  
 MD1210  ___________________________________________________________________
 MD1210  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MD1210  DYNAMIC HT  -         253.641 (meters)     832.15  (feet)  COMP
 MD1210  MODELED GRAV-     980,214.0   (mgal)                       NAVD 88
 MD1210
 MD1210  VERT ORDER  -  SECOND    CLASS 0
 MD1210
 MD1210.The horizontal coordinates were scaled from a topographic map and have
 MD1210.an estimated accuracy of +/- 6 seconds.
 MD1210
 MD1210.The orthometric height was determined by differential leveling
 MD1210.and adjusted by the National Geodetic Survey in June 1991..
 MD1210
 MD1210.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1210.See file dsdata.txt to determine how the superseded data were derived.
 MD1210
 MD1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL852793(NAD 83)
 MD1210_MARKER: DB = BENCH MARK DISK
 MD1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1210_STAMPING: B 172 1946
 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 = OCTOBER  6, 2006
 LA1835 ***********************************************************************
 LA1835  DESIGNATION -  B 173
 LA1835  PID         -  LA1835
 LA1835  STATE/COUNTY-  IN/WABASH
 LA1835  USGS QUAD   -  SOMERSET (1994)
 LA1835
 LA1835                         *CURRENT SURVEY CONTROL
 LA1835  ___________________________________________________________________
 LA1835* NAD 83(1986)-  40 44 18.     (N)    085 48 32.     (W)     SCALED    
 LA1835* NAVD 88     -       243.608  (meters)     799.24   (feet)  ADJUSTED  
 LA1835  ___________________________________________________________________
 LA1835  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 LA1835  DYNAMIC HT  -         243.490 (meters)     798.85  (feet)  COMP
 LA1835  MODELED GRAV-     980,134.4   (mgal)                       NAVD 88
 LA1835
 LA1835  VERT ORDER  -  SECOND    CLASS 0
 LA1835
 LA1835.The horizontal coordinates were scaled from a topographic map and have
 LA1835.an estimated accuracy of +/- 6 seconds.
 LA1835
 LA1835.The orthometric height was determined by differential leveling
 LA1835.and adjusted by the National Geodetic Survey in June 1991..
 LA1835
 LA1835.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1835.See file dsdata.txt to determine how the superseded data were derived.
 LA1835
 LA1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL005103(NAD 83)
 LA1835_MARKER: DB = BENCH MARK DISK
 LA1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1835_STAMPING: B 173 1946
 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 = OCTOBER  6, 2006
 LA1618 ***********************************************************************
 LA1618  DESIGNATION -  B 174
 LA1618  PID         -  LA1618
 LA1618  STATE/COUNTY-  IN/GRANT
 LA1618  USGS QUAD   -  LA FONTAINE (1994)
 LA1618
 LA1618                         *CURRENT SURVEY CONTROL
 LA1618  ___________________________________________________________________
 LA1618* NAD 83(1986)-  40 37 31.     (N)    085 40 54.     (W)     SCALED    
 LA1618* NAVD 88     -       250.934  (meters)     823.27   (feet)  ADJUSTED  
 LA1618  ___________________________________________________________________
 LA1618  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 LA1618  DYNAMIC HT  -         250.808 (meters)     822.86  (feet)  COMP
 LA1618  MODELED GRAV-     980,119.0   (mgal)                       NAVD 88
 LA1618
 LA1618  VERT ORDER  -  FIRST     CLASS II
 LA1618
 LA1618.The horizontal coordinates were scaled from a topographic map and have
 LA1618.an estimated accuracy of +/- 6 seconds.
 LA1618
 LA1618.The orthometric height was determined by differential leveling
 LA1618.and adjusted by the National Geodetic Survey in June 1991..
 LA1618
 LA1618.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1618.See file dsdata.txt to determine how the superseded data were derived.
 LA1618
 LA1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK115979(NAD 83)
 LA1618_MARKER: DB = BENCH MARK DISK
 LA1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1618_STAMPING: B 174 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1963
 LA1618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0304 ***********************************************************************
 LB0304  DESIGNATION -  B 175
 LB0304  PID         -  LB0304
 LB0304  STATE/COUNTY-  IN/MIAMI
 LB0304  USGS QUAD   -  PERU (1992)
 LB0304
 LB0304                         *CURRENT SURVEY CONTROL
 LB0304  ___________________________________________________________________
 LB0304* NAD 83(1986)-  40 45 10.     (N)    086 03 22.     (W)     SCALED    
 LB0304* NAVD 88     -       197.321  (meters)     647.38   (feet)  ADJUSTED  
 LB0304  ___________________________________________________________________
 LB0304  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 LB0304  DYNAMIC HT  -         197.226 (meters)     647.07  (feet)  COMP
 LB0304  MODELED GRAV-     980,139.7   (mgal)                       NAVD 88
 LB0304
 LB0304  VERT ORDER  -  SECOND    CLASS 0
 LB0304
 LB0304.The horizontal coordinates were scaled from a topographic map and have
 LB0304.an estimated accuracy of +/- 6 seconds.
 LB0304
 LB0304.The orthometric height was determined by differential leveling
 LB0304.and adjusted by the National Geodetic Survey in June 1991..
 LB0304
 LB0304.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0304.See file dsdata.txt to determine how the superseded data were derived.
 LB0304
 LB0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL796117(NAD 83)
 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_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             BUTLER
 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 AND 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 = OCTOBER  6, 2006
 ME0345 ***********************************************************************
 ME0345  DESIGNATION -  B 176
 ME0345  PID         -  ME0345
 ME0345  STATE/COUNTY-  IN/MARSHALL
 ME0345  USGS QUAD   -  ARGOS (1994)
 ME0345
 ME0345                         *CURRENT SURVEY CONTROL
 ME0345  ___________________________________________________________________
 ME0345* NAD 83(1986)-  41 10 20.     (N)    086 08 44.     (W)     SCALED    
 ME0345* NAVD 88     -       250.843  (meters)     822.97   (feet)  ADJUSTED  
 ME0345  ___________________________________________________________________
 ME0345  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 ME0345  DYNAMIC HT  -         250.736 (meters)     822.62  (feet)  COMP
 ME0345  MODELED GRAV-     980,190.3   (mgal)                       NAVD 88
 ME0345
 ME0345  VERT ORDER  -  SECOND    CLASS 0
 ME0345
 ME0345.The horizontal coordinates were scaled from a topographic map and have
 ME0345.an estimated accuracy of +/- 6 seconds.
 ME0345
 ME0345.The orthometric height was determined by differential leveling
 ME0345.and adjusted by the National Geodetic Survey in June 1991..
 ME0345
 ME0345.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0345.See file dsdata.txt to determine how the superseded data were derived.
 ME0345
 ME0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL716582(NAD 83)
 ME0345_MARKER: DB = BENCH MARK DISK
 ME0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0345_STAMPING: B 176 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0346 ***********************************************************************
 ME0346  DESIGNATION -  B 176 RESET 1957
 ME0346  PID         -  ME0346
 ME0346  STATE/COUNTY-  IN/MARSHALL
 ME0346  USGS QUAD   -  ARGOS (1994)
 ME0346
 ME0346                         *CURRENT SURVEY CONTROL
 ME0346  ___________________________________________________________________
 ME0346* NAD 83(1986)-  41 10 20.     (N)    086 08 44.     (W)     SCALED    
 ME0346* NAVD 88     -       251.28   (meters)     824.4    (feet)  RESET     
 ME0346  ___________________________________________________________________
 ME0346  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 ME0346
 ME0346  VERT ORDER  -  THIRD
 ME0346
 ME0346.The horizontal coordinates were scaled from a topographic map and have
 ME0346.an estimated accuracy of +/- 6 seconds.
 ME0346
 ME0346.The orthometric height was computed from unverified reset data.
 ME0346
 ME0346.The geoid height was determined by GEOID03.
 ME0346
 ME0346;                    North         East    Units  Estimated Accuracy
 ME0346;SPC IN E     -   657,790.       59,820.      MT  (+/- 180 meters Scaled)
 ME0346
 ME0346                          SUPERSEDED SURVEY CONTROL
 ME0346
 ME0346.No superseded survey control is available for this station.
 ME0346
 ME0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL716582(NAD 83)
 ME0346_MARKER: DB = BENCH MARK DISK
 ME0346_SETTING: 0 = UNSPECIFIED SETTING
 ME0346_STAMPING: B 176 RESET 1957
 ME0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0346
 ME0346  HISTORY     - Date     Condition        Report By
 ME0346  HISTORY     - 1957     MONUMENTED       INHD
 ME0346  HISTORY     - 1987     POOR             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0451 ***********************************************************************
 ME0451  DESIGNATION -  B 177
 ME0451  PID         -  ME0451
 ME0451  STATE/COUNTY-  IN/FULTON
 ME0451  USGS QUAD   -  ROCHESTER (1992)
 ME0451
 ME0451                         *CURRENT SURVEY CONTROL
 ME0451  ___________________________________________________________________
 ME0451* NAD 83(1986)-  41 03 45.     (N)    086 11 25.     (W)     SCALED    
 ME0451* NAVD 88     -       239.843  (meters)     786.88   (feet)  ADJUSTED  
 ME0451  ___________________________________________________________________
 ME0451  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME0451  DYNAMIC HT  -         239.738 (meters)     786.54  (feet)  COMP
 ME0451  MODELED GRAV-     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 topographic map and have
 ME0451.an estimated accuracy of +/- 6 seconds.
 ME0451
 ME0451.The orthometric height was determined by differential leveling
 ME0451.and adjusted by the National Geodetic Survey in June 1991..
 ME0451
 ME0451.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0451.See file dsdata.txt to determine how the superseded data were derived.
 ME0451
 ME0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL680460(NAD 83)
 ME0451_MARKER: DB = BENCH MARK DISK
 ME0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0451_STAMPING: B 177 1946
 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 = OCTOBER  6, 2006
 LA1688 ***********************************************************************
 LA1688  DESIGNATION -  B 178
 LA1688  PID         -  LA1688
 LA1688  STATE/COUNTY-  IN/WABASH
 LA1688  USGS QUAD   -  ROANN (1994)
 LA1688
 LA1688                         *CURRENT SURVEY CONTROL
 LA1688  ___________________________________________________________________
 LA1688* NAD 83(1986)-  40 59 58.     (N)    085 53 23.     (W)     SCALED    
 LA1688* NAVD 88     -       248.404  (meters)     814.97   (feet)  ADJUSTED  
 LA1688  ___________________________________________________________________
 LA1688  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 LA1688  DYNAMIC HT  -         248.291 (meters)     814.60  (feet)  COMP
 LA1688  MODELED GRAV-     980,165.7   (mgal)                       NAVD 88
 LA1688
 LA1688  VERT ORDER  -  SECOND    CLASS 0
 LA1688
 LA1688.The horizontal coordinates were scaled from a topographic map and have
 LA1688.an estimated accuracy of +/- 6 seconds.
 LA1688
 LA1688.The orthometric height was determined by differential leveling
 LA1688.and adjusted by the National Geodetic Survey in June 1991..
 LA1688
 LA1688.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1688.See file dsdata.txt to determine how the superseded data were derived.
 LA1688
 LA1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL933392(NAD 83)
 LA1688_MARKER: DB = BENCH MARK DISK
 LA1688_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1688_SP_SET: CULVERT
 LA1688_STAMPING: B 178 1946
 LA1688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME0458 ***********************************************************************
 ME0458  DESIGNATION -  B 179
 ME0458  PID         -  ME0458
 ME0458  STATE/COUNTY-  IN/FULTON
 ME0458  USGS QUAD   -  PERSHING (1962)
 ME0458
 ME0458                         *CURRENT SURVEY CONTROL
 ME0458  ___________________________________________________________________
 ME0458* NAD 83(1986)-  41 03 16.     (N)    086 17 59.     (W)     SCALED    
 ME0458* NAVD 88     -       230.734  (meters)     757.00   (feet)  ADJUSTED  
 ME0458  ___________________________________________________________________
 ME0458  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME0458  DYNAMIC HT  -         230.636 (meters)     756.68  (feet)  COMP
 ME0458  MODELED GRAV-     980,192.5   (mgal)                       NAVD 88
 ME0458
 ME0458  VERT ORDER  -  SECOND    CLASS 0
 ME0458
 ME0458.The horizontal coordinates were scaled from a topographic map and have
 ME0458.an estimated accuracy of +/- 6 seconds.
 ME0458
 ME0458.The orthometric height was determined by differential leveling
 ME0458.and adjusted by the National Geodetic Survey in June 1991..
 ME0458
 ME0458.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0458.See file dsdata.txt to determine how the superseded data were derived.
 ME0458
 ME0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL588450(NAD 83)
 ME0458_MARKER: DB = BENCH MARK DISK
 ME0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0458_STAMPING: B 179 1946
 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 = OCTOBER  6, 2006
 LB0239 ***********************************************************************
 LB0239  DESIGNATION -  B 180
 LB0239  PID         -  LB0239
 LB0239  STATE/COUNTY-  IN/MIAMI
 LB0239  USGS QUAD   -  PERU (1992)
 LB0239
 LB0239                         *CURRENT SURVEY CONTROL
 LB0239  ___________________________________________________________________
 LB0239* NAD 83(1986)-  40 47 10.     (N)    086 03 08.     (W)     SCALED    
 LB0239* NAVD 88     -       209.682  (meters)     687.93   (feet)  ADJUSTED  
 LB0239  ___________________________________________________________________
 LB0239  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 LB0239  DYNAMIC HT  -         209.582 (meters)     687.60  (feet)  COMP
 LB0239  MODELED GRAV-     980,143.4   (mgal)                       NAVD 88
 LB0239
 LB0239  VERT ORDER  -  SECOND    CLASS 0
 LB0239
 LB0239.The horizontal coordinates were scaled from a topographic map and have
 LB0239.an estimated accuracy of +/- 6 seconds.
 LB0239
 LB0239.The orthometric height was determined by differential leveling
 LB0239.and adjusted by the National Geodetic Survey in June 1991..
 LB0239
 LB0239.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0239.See file dsdata.txt to determine how the superseded data were derived.
 LB0239
 LB0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL799154(NAD 83)
 LB0239_MARKER: DB = BENCH MARK DISK
 LB0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0239_STAMPING: B 180 1946
 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 = OCTOBER  6, 2006
 LB0194 ***********************************************************************
 LB0194  DESIGNATION -  B 181
 LB0194  PID         -  LB0194
 LB0194  STATE/COUNTY-  IN/FULTON
 LB0194  USGS QUAD   -  MACY (1994)
 LB0194
 LB0194                         *CURRENT SURVEY CONTROL
 LB0194  ___________________________________________________________________
 LB0194* NAD 83(1986)-  40 56 46.     (N)    086 14 53.     (W)     SCALED    
 LB0194* NAVD 88     -       243.167  (meters)     797.79   (feet)  ADJUSTED  
 LB0194  ___________________________________________________________________
 LB0194  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 LB0194  DYNAMIC HT  -         243.059 (meters)     797.44  (feet)  COMP
 LB0194  MODELED GRAV-     980,174.3   (mgal)                       NAVD 88
 LB0194
 LB0194  VERT ORDER  -  SECOND    CLASS 0
 LB0194
 LB0194.The horizontal coordinates were scaled from a topographic map and have
 LB0194.an estimated accuracy of +/- 6 seconds.
 LB0194
 LB0194.The orthometric height was determined by differential leveling
 LB0194.and adjusted by the National Geodetic Survey in June 1991..
 LB0194
 LB0194.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0194.See file dsdata.txt to determine how the superseded data were derived.
 LB0194
 LB0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL632330(NAD 83)
 LB0194_MARKER: DB = BENCH MARK DISK
 LB0194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0194_SP_SET: DRILL HOLE
 LB0194_STAMPING: B 181 1946
 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 = OCTOBER  6, 2006
 MD1042 ***********************************************************************
 MD1042  DESIGNATION -  B 182
 MD1042  PID         -  MD1042
 MD1042  STATE/COUNTY-  IN/KOSCIUSKO
 MD1042  USGS QUAD   -  WARSAW (1994)
 MD1042
 MD1042                         *CURRENT SURVEY CONTROL
 MD1042  ___________________________________________________________________
 MD1042* NAD 83(1986)-  41 12 54.     (N)    085 51 48.     (W)     SCALED    
 MD1042* NAVD 88     -       258.982  (meters)     849.68   (feet)  ADJUSTED  
 MD1042  ___________________________________________________________________
 MD1042  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 MD1042  DYNAMIC HT  -         258.871 (meters)     849.31  (feet)  COMP
 MD1042  MODELED GRAV-     980,190.0   (mgal)                       NAVD 88
 MD1042
 MD1042  VERT ORDER  -  FIRST     CLASS II
 MD1042
 MD1042.The horizontal coordinates were scaled from a topographic map and have
 MD1042.an estimated accuracy of +/- 6 seconds.
 MD1042
 MD1042.The orthometric height was determined by differential leveling
 MD1042.and adjusted by the National Geodetic Survey in June 1991..
 MD1042
 MD1042.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1042.See file dsdata.txt to determine how the superseded data were derived.
 MD1042
 MD1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL952632(NAD 83)
 MD1042_MARKER: DB = BENCH MARK DISK
 MD1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1042_STAMPING: B 182 1946
 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 = OCTOBER  6, 2006
 LB0147 ***********************************************************************
 LB0147  DESIGNATION -  B 183
 LB0147  PID         -  LB0147
 LB0147  STATE/COUNTY-  IN/CASS
 LB0147  USGS QUAD   -  LOGANSPORT (1987)
 LB0147
 LB0147                         *CURRENT SURVEY CONTROL
 LB0147  ___________________________________________________________________
 LB0147* NAD 83(1986)-  40 51 59.     (N)    086 20 32.     (W)     SCALED    
 LB0147* NAVD 88     -       239.682  (meters)     786.36   (feet)  ADJUSTED  
 LB0147  ___________________________________________________________________
 LB0147  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 LB0147  DYNAMIC HT  -         239.573 (meters)     786.00  (feet)  COMP
 LB0147  MODELED GRAV-     980,164.0   (mgal)                       NAVD 88
 LB0147
 LB0147  VERT ORDER  -  SECOND    CLASS 0
 LB0147
 LB0147.The horizontal coordinates were scaled from a topographic map and have
 LB0147.an estimated accuracy of +/- 6 seconds.
 LB0147
 LB0147.The orthometric height was determined by differential leveling
 LB0147.and adjusted by the National Geodetic Survey in June 1991..
 LB0147
 LB0147.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0147.See file dsdata.txt to determine how the superseded data were derived.
 LB0147
 LB0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL554241(NAD 83)
 LB0147_MARKER: DB = BENCH MARK DISK
 LB0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0147_SP_SET: 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 = OCTOBER  6, 2006
 LB0404 ***********************************************************************
 LB0404  DESIGNATION -  B 184
 LB0404  PID         -  LB0404
 LB0404  STATE/COUNTY-  IN/HAMILTON
 LB0404  USGS QUAD   -  WESTFIELD (1992)
 LB0404
 LB0404                         *CURRENT SURVEY CONTROL
 LB0404  ___________________________________________________________________
 LB0404* NAD 83(1986)-  40 07 21.     (N)    086 12 11.     (W)     SCALED    
 LB0404* NAVD 88     -       292.759  (meters)     960.49   (feet)  ADJUSTED  
 LB0404  ___________________________________________________________________
 LB0404  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 LB0404  DYNAMIC HT  -         292.597 (meters)     959.96  (feet)  COMP
 LB0404  MODELED GRAV-     980,062.8   (mgal)                       NAVD 88
 LB0404
 LB0404  VERT ORDER  -  SECOND    CLASS 0
 LB0404
 LB0404.The horizontal coordinates were scaled from a topographic map and have
 LB0404.an estimated accuracy of +/- 6 seconds.
 LB0404
 LB0404.The orthometric height was determined by differential leveling
 LB0404.and adjusted by the National Geodetic Survey in June 1991..
 LB0404
 LB0404.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0404.See file dsdata.txt to determine how the superseded data were derived.
 LB0404
 LB0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK679416(NAD 83)
 LB0404_MARKER: DB = BENCH MARK DISK
 LB0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0404_STAMPING: B 184 1946
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1953
 LB0404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0279 ***********************************************************************
 ME0279  DESIGNATION -  B 185
 ME0279  PID         -  ME0279
 ME0279  STATE/COUNTY-  IN/MARSHALL
 ME0279  USGS QUAD   -  PLYMOUTH (1980)
 ME0279
 ME0279                         *CURRENT SURVEY CONTROL
 ME0279  ___________________________________________________________________
 ME0279* NAD 83(1986)-  41 20 58.     (N)    086 22 29.     (W)     SCALED    
 ME0279* NAVD 88     -       252.950  (meters)     829.89   (feet)  ADJUSTED  
 ME0279  ___________________________________________________________________
 ME0279  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0279  DYNAMIC HT  -         252.846 (meters)     829.55  (feet)  COMP
 ME0279  MODELED GRAV-     980,204.1   (mgal)                       NAVD 88
 ME0279
 ME0279  VERT ORDER  -  FIRST     CLASS I
 ME0279
 ME0279.The horizontal coordinates were scaled from a topographic map and have
 ME0279.an estimated accuracy of +/- 6 seconds.
 ME0279
 ME0279.The orthometric height was determined by differential leveling
 ME0279.and adjusted by the National Geodetic Survey in June 1991..
 ME0279
 ME0279.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0279
 ME0279  NGVD 29 (01/19/93)  253.066  (m)          830.27   (f) ADJUSTED    1 1
 ME0279
 ME0279.Superseded values are not recommended for survey control.
 ME0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0279.See file dsdata.txt to determine how the superseded data were derived.
 ME0279
 ME0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL523777(NAD 83)
 ME0279_MARKER: DB = BENCH MARK DISK
 ME0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0279_SP_SET: CONCRETE POST
 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             NGS
 ME0279  HISTORY     - 1984     GOOD             USPSQD
 ME0279  HISTORY     - 1988     GOOD             USPSQD
 ME0279  HISTORY     - 19920907 GOOD             NGS
 ME0279
 ME0279                          STATION DESCRIPTION
 ME0279
 ME0279'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0968 ***********************************************************************
 MD0968  DESIGNATION -  B 186 RESET 1966
 MD0968  PID         -  MD0968
 MD0968  STATE/COUNTY-  IN/WHITLEY
 MD0968  USGS QUAD   -  LAUD (1961)
 MD0968
 MD0968                         *CURRENT SURVEY CONTROL
 MD0968  ___________________________________________________________________
 MD0968* NAD 83(1986)-  41 00 15.     (N)    085 29 40.     (W)     SCALED    
 MD0968* NAVD 88     -       258.44   (meters)     847.9    (feet)  RESET     
 MD0968  ___________________________________________________________________
 MD0968  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MD0968
 MD0968  VERT ORDER  -  THIRD
 MD0968
 MD0968.The horizontal coordinates were scaled from a topographic map and have
 MD0968.an estimated accuracy of +/- 6 seconds.
 MD0968
 MD0968.The orthometric height was computed from unverified reset data.
 MD0968
 MD0968.The geoid height was determined by GEOID03.
 MD0968
 MD0968;                    North         East    Units  Estimated Accuracy
 MD0968;SPC IN E     -   639,040.      114,490.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0968.See file dsdata.txt to determine how the superseded data were derived.
 MD0968
 MD0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL266403(NAD 83)
 MD0968_MARKER: DB = BENCH MARK DISK
 MD0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0968_STAMPING: B 186 1946 RESET 1966
 MD0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0968+STABILITY: SURFACE MOTION
 MD0968
 MD0968  HISTORY     - Date     Condition        Report By
 MD0968  HISTORY     - 1966     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1090 ***********************************************************************
 MD1090  DESIGNATION -  B 187
 MD1090  PID         -  MD1090
 MD1090  STATE/COUNTY-  IN/WHITLEY
 MD1090  USGS QUAD   -  SOUTH WHITLEY EAST (1962)
 MD1090
 MD1090                         *CURRENT SURVEY CONTROL
 MD1090  ___________________________________________________________________
 MD1090* NAD 83(1986)-  41 01 02.     (N)    085 37 28.     (W)     SCALED    
 MD1090* NAVD 88     -       266.002  (meters)     872.71   (feet)  ADJUSTED  
 MD1090  ___________________________________________________________________
 MD1090  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MD1090  DYNAMIC HT  -         265.880 (meters)     872.31  (feet)  COMP
 MD1090  MODELED GRAV-     980,161.1   (mgal)                       NAVD 88
 MD1090
 MD1090  VERT ORDER  -  SECOND    CLASS 0
 MD1090
 MD1090.The horizontal coordinates were scaled from a topographic map and have
 MD1090.an estimated accuracy of +/- 6 seconds.
 MD1090
 MD1090.The orthometric height was determined by differential leveling
 MD1090.and adjusted by the National Geodetic Survey in June 1991..
 MD1090
 MD1090.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1090.See file dsdata.txt to determine how the superseded data were derived.
 MD1090
 MD1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL156415(NAD 83)
 MD1090_MARKER: DB = BENCH MARK DISK
 MD1090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1090_SP_SET: CULVERT
 MD1090_STAMPING: B 187 1946
 MD1090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1090
 MD1090  HISTORY     - Date     Condition        Report By
 MD1090  HISTORY     - 1946     MONUMENTED       CGS
 MD1090  HISTORY     - 1961     GOOD             NGS
 MD1090
 MD1090                          STATION DESCRIPTION
 MD1090
 MD1090'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1292 ***********************************************************************
 MD1292  DESIGNATION -  B 188
 MD1292  PID         -  MD1292
 MD1292  STATE/COUNTY-  IN/WABASH
 MD1292  USGS QUAD   -  NORTH MANCHESTER NORTH (1994)
 MD1292
 MD1292                         *CURRENT SURVEY CONTROL
 MD1292  ___________________________________________________________________
 MD1292* NAD 83(1986)-  41 00 02.     (N)    085 47 13.     (W)     SCALED    
 MD1292* NAVD 88     -       236.542  (meters)     776.05   (feet)  ADJUSTED  
 MD1292  ___________________________________________________________________
 MD1292  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 MD1292  DYNAMIC HT  -         236.434 (meters)     775.70  (feet)  COMP
 MD1292  MODELED GRAV-     980,161.7   (mgal)                       NAVD 88
 MD1292
 MD1292  VERT ORDER  -  SECOND    CLASS 0
 MD1292
 MD1292.The horizontal coordinates were scaled from a topographic map and have
 MD1292.an estimated accuracy of +/- 6 seconds.
 MD1292
 MD1292.The orthometric height was determined by differential leveling
 MD1292.and adjusted by the National Geodetic Survey in June 1991..
 MD1292
 MD1292.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1292.See file dsdata.txt to determine how the superseded data were derived.
 MD1292
 MD1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL020395(NAD 83)
 MD1292_MARKER: DB = BENCH MARK DISK
 MD1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1292_STAMPING: B 188 1946
 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 = OCTOBER  6, 2006
 LA0866 ***********************************************************************
 LA0866  DESIGNATION -  B 189
 LA0866  PID         -  LA0866
 LA0866  STATE/COUNTY-  IN/ALLEN
 LA0866  USGS QUAD   -  ZANESVILLE (1972)
 LA0866
 LA0866                         *CURRENT SURVEY CONTROL
 LA0866  ___________________________________________________________________
 LA0866* NAD 83(1986)-  40 56 44.     (N)    085 19 10.     (W)     SCALED    
 LA0866* NAVD 88     -       245.168  (meters)     804.36   (feet)  ADJUSTED  
 LA0866  ___________________________________________________________________
 LA0866  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 LA0866  DYNAMIC HT  -         245.059 (meters)     804.00  (feet)  COMP
 LA0866  MODELED GRAV-     980,173.3   (mgal)                       NAVD 88
 LA0866
 LA0866  VERT ORDER  -  SECOND    CLASS 0
 LA0866
 LA0866.The horizontal coordinates were scaled from a topographic map and have
 LA0866.an estimated accuracy of +/- 6 seconds.
 LA0866
 LA0866.The orthometric height was determined by differential leveling
 LA0866.and adjusted by the National Geodetic Survey in June 1991..
 LA0866
 LA0866.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0866.See file dsdata.txt to determine how the superseded data were derived.
 LA0866
 LA0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL414340(NAD 83)
 LA0866_MARKER: DB = BENCH MARK DISK
 LA0866_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0866_SP_SET: CULVERT
 LA0866_STAMPING: B 189 1946
 LA0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0866
 LA0866  HISTORY     - Date     Condition        Report By
 LA0866  HISTORY     - 1946     MONUMENTED       CGS
 LA0866  HISTORY     - 1968     GOOD             NGS
 LA0866
 LA0866                          STATION DESCRIPTION
 LA0866
 LA0866'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1046 ***********************************************************************
 ME1046  DESIGNATION -  B 19 RESET
 ME1046  PID         -  ME1046
 ME1046  STATE/COUNTY-  IN/PORTER
 ME1046  USGS QUAD   -  PORTAGE (1992)
 ME1046
 ME1046                         *CURRENT SURVEY CONTROL
 ME1046  ___________________________________________________________________
 ME1046* NAD 83(1986)-  41 37 01.     (N)    087 11 22.     (W)     SCALED    
 ME1046* NAVD 88     -       185.888  (meters)     609.87   (feet)  ADJUSTED  
 ME1046  ___________________________________________________________________
 ME1046  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 ME1046  DYNAMIC HT  -         185.820 (meters)     609.64  (feet)  COMP
 ME1046  MODELED GRAV-     980,254.0   (mgal)                       NAVD 88
 ME1046
 ME1046  VERT ORDER  -  FIRST     CLASS II
 ME1046
 ME1046.The horizontal coordinates were scaled from a topographic map and have
 ME1046.an estimated accuracy of +/- 6 seconds.
 ME1046
 ME1046.The orthometric height was determined by differential leveling
 ME1046.and adjusted by the National Geodetic Survey in June 1991..
 ME1046
 ME1046.The geoid height was determined by GEOID03.
 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     -   707,080.      891,160.      MT  (+/- 180 meters Scaled)
 ME1046
 ME1046                          SUPERSEDED SURVEY CONTROL
 ME1046
 ME1046  NGVD 29 (01/19/93)  185.984  (m)          610.18   (f) ADJUSTED    1 2
 ME1046
 ME1046.Superseded values are not recommended for survey control.
 ME1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1046.See file dsdata.txt to determine how the superseded data were derived.
 ME1046
 ME1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM842072(NAD 83)
 ME1046_MARKER: DB = BENCH MARK DISK
 ME1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1046_SP_SET: CONCRETE POST
 ME1046_STAMPING: B 19 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 - August 12, 2005
 ME1046
 ME1046  HISTORY     - Date     Condition        Report By
 ME1046  HISTORY     - 1946     MONUMENTED       CGS
 ME1046  HISTORY     - 1955     GOOD             NGS
 ME1046  HISTORY     - 1983     GOOD             LOCSUR
 ME1046  HISTORY     - 1985     GOOD             NGS
 ME1046  HISTORY     - 20050812 GOOD             INDIV
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0861 ***********************************************************************
 LA0861  DESIGNATION -  B 190
 LA0861  PID         -  LA0861
 LA0861  STATE/COUNTY-  IN/ALLEN
 LA0861  USGS QUAD   -  ZANESVILLE (1972)
 LA0861
 LA0861                         *CURRENT SURVEY CONTROL
 LA0861  ___________________________________________________________________
 LA0861* NAD 83(1986)-  40 59 54.     (N)    085 19 06.     (W)     SCALED    
 LA0861* NAVD 88     -       230.780  (meters)     757.15   (feet)  ADJUSTED  
 LA0861  ___________________________________________________________________
 LA0861  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 LA0861  DYNAMIC HT  -         230.680 (meters)     756.82  (feet)  COMP
 LA0861  MODELED GRAV-     980,187.6   (mgal)                       NAVD 88
 LA0861
 LA0861  VERT ORDER  -  SECOND    CLASS 0
 LA0861
 LA0861.The horizontal coordinates were scaled from a topographic map and have
 LA0861.an estimated accuracy of +/- 6 seconds.
 LA0861
 LA0861.The orthometric height was determined by differential leveling
 LA0861.and adjusted by the National Geodetic Survey in June 1991..
 LA0861
 LA0861.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0861.See file dsdata.txt to determine how the superseded data were derived.
 LA0861
 LA0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL414399(NAD 83)
 LA0861_MARKER: DB = BENCH MARK DISK
 LA0861_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0861_SP_SET: ABUTMENT
 LA0861_STAMPING: B 190
 LA0861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0861
 LA0861  HISTORY     - Date     Condition        Report By
 LA0861  HISTORY     - UNK      MONUMENTED       CGS
 LA0861  HISTORY     - 1968     GOOD             NGS
 LA0861
 LA0861                          STATION DESCRIPTION
 LA0861
 LA0861'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0862 ***********************************************************************
 LA0862  DESIGNATION -  B 190 RESET 1967
 LA0862  PID         -  LA0862
 LA0862  STATE/COUNTY-  IN/ALLEN
 LA0862  USGS QUAD   -  ZANESVILLE (1972)
 LA0862
 LA0862                         *CURRENT SURVEY CONTROL
 LA0862  ___________________________________________________________________
 LA0862* NAD 83(1986)-  40 59 54.     (N)    085 19 06.     (W)     SCALED    
 LA0862* NAVD 88     -       231.43   (meters)     759.3    (feet)  RESET     
 LA0862  ___________________________________________________________________
 LA0862  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 LA0862
 LA0862  VERT ORDER  -  THIRD
 LA0862
 LA0862.The horizontal coordinates were scaled from a topographic map and have
 LA0862.an estimated accuracy of +/- 6 seconds.
 LA0862
 LA0862.The orthometric height was computed from unverified reset data.
 LA0862
 LA0862.The geoid height was determined by GEOID03.
 LA0862
 LA0862;                    North         East    Units  Estimated Accuracy
 LA0862;SPC IN E     -   638,430.      129,310.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0862.See file dsdata.txt to determine how the superseded data were derived.
 LA0862
 LA0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL414399(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0298 ***********************************************************************
 LB0298  DESIGNATION -  B 191
 LB0298  PID         -  LB0298
 LB0298  STATE/COUNTY-  IN/MIAMI
 LB0298  USGS QUAD   -  MIAMI (1994)
 LB0298
 LB0298                         *CURRENT SURVEY CONTROL
 LB0298  ___________________________________________________________________
 LB0298* NAD 83(1986)-  40 35 07.     (N)    086 04 12.     (W)     SCALED    
 LB0298* NAVD 88     -       250.988  (meters)     823.45   (feet)  ADJUSTED  
 LB0298  ___________________________________________________________________
 LB0298  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 LB0298  DYNAMIC HT  -         250.861 (meters)     823.03  (feet)  COMP
 LB0298  MODELED GRAV-     980,116.1   (mgal)                       NAVD 88
 LB0298
 LB0298  VERT ORDER  -  SECOND    CLASS 0
 LB0298
 LB0298.The horizontal coordinates were scaled from a topographic map and have
 LB0298.an estimated accuracy of +/- 6 seconds.
 LB0298
 LB0298.The orthometric height was determined by differential leveling
 LB0298.and adjusted by the National Geodetic Survey in June 1991..
 LB0298
 LB0298.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0298.See file dsdata.txt to determine how the superseded data were derived.
 LB0298
 LB0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK787931(NAD 83)
 LB0298_MARKER: DB = BENCH MARK DISK
 LB0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0298_STAMPING: B 191 1946
 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 = OCTOBER  6, 2006
 LA1818 ***********************************************************************
 LA1818  DESIGNATION -  B 192
 LA1818  PID         -  LA1818
 LA1818  STATE/COUNTY-  IN/MIAMI
 LA1818  USGS QUAD   -  AMBOY (1994)
 LA1818
 LA1818                         *CURRENT SURVEY CONTROL
 LA1818  ___________________________________________________________________
 LA1818* NAD 83(1986)-  40 35 36.     (N)    085 57 28.     (W)     SCALED    
 LA1818* NAVD 88     -       251.694  (meters)     825.77   (feet)  ADJUSTED  
 LA1818  ___________________________________________________________________
 LA1818  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LA1818  DYNAMIC HT  -         251.568 (meters)     825.35  (feet)  COMP
 LA1818  MODELED GRAV-     980,116.2   (mgal)                       NAVD 88
 LA1818
 LA1818  VERT ORDER  -  SECOND    CLASS 0
 LA1818
 LA1818.The horizontal coordinates were scaled from a topographic map and have
 LA1818.an estimated accuracy of +/- 6 seconds.
 LA1818
 LA1818.The orthometric height was determined by differential leveling
 LA1818.and adjusted by the National Geodetic Survey in June 1991..
 LA1818
 LA1818.The geoid height was determined by GEOID03.
 LA1818
 LA1818.The dynamic height is computed by dividing the NAVD 88
 LA1818.geopotential number by the normal gravity value computed on the
 LA1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1818.degrees latitude (g = 980.6199 gals.).
 LA1818
 LA1818.The modeled gravity was interpolated from observed gravity values.
 LA1818
 LA1818;                    North         East    Units  Estimated Accuracy
 LA1818;SPC IN E     -   593,440.       75,360.      MT  (+/- 180 meters Scaled)
 LA1818
 LA1818                          SUPERSEDED SURVEY CONTROL
 LA1818
 LA1818  NGVD 29 (??/??/92)  251.818  (m)          826.17   (f) ADJ UNCH    2 0
 LA1818
 LA1818.Superseded values are not recommended for survey control.
 LA1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1818.See file dsdata.txt to determine how the superseded data were derived.
 LA1818
 LA1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK881941(NAD 83)
 LA1818_MARKER: DB = BENCH MARK DISK
 LA1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1818_STAMPING: B 192 1946
 LA1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1818+STABILITY: SURFACE MOTION
 LA1818
 LA1818  HISTORY     - Date     Condition        Report By
 LA1818  HISTORY     - 1946     MONUMENTED       CGS
 LA1818
 LA1818                          STATION DESCRIPTION
 LA1818
 LA1818'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1818'2 MI SE FROM NORTH GROVE.
 LA1818'ABOUT 1.5 MILES SOUTH ALONG A COUNTY ROAD FROM THE HARRISON
 LA1818'TOWNSHIP SCHOOL AT NORTH GROVE, THENCE ABOUT 0.5 MILE EAST ALONG
 LA1818'A GRAVEL ROAD, SET AT THE JUNCTION OF A GRAVEL ROAD LEADING SOUTH,
 LA1818'47 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 32 FEET
 LA1818'WEST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 16 FEET NORTHWEST
 LA1818'OF A FENCE CORNER, 38 FEET SOUTHEAST OF A POWER POLE, 1 FOOT
 LA1818'NORTHEAST OF THE FENCE LINE, ABOUT LEVEL WITH THE JUNCTION, AND
 LA1818'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- MARK
 LA1818'MAY BE REACHED FROM THE UNITED BRETHREN CHURCH AT WAWPECONG BY
 LA1818'GOING ABOUT 4.6 MILES EAST ALONG STATE HIGHWAY 18, THENCE ABOUT
 LA1818'1.0 MILE NORTH ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0924 ***********************************************************************
 LA0924  DESIGNATION -  B 193
 LA0924  PID         -  LA0924
 LA0924  STATE/COUNTY-  IN/HUNTINGTON
 LA0924  USGS QUAD   -  HUNTINGTON (1994)
 LA0924
 LA0924                         *CURRENT SURVEY CONTROL
 LA0924  ___________________________________________________________________
 LA0924* NAD 83(1986)-  40 52 44.     (N)    085 29 56.     (W)     SCALED    
 LA0924* NAVD 88     -       221.881  (meters)     727.95   (feet)  ADJUSTED  
 LA0924  ___________________________________________________________________
 LA0924  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 LA0924  DYNAMIC HT  -         221.777 (meters)     727.61  (feet)  COMP
 LA0924  MODELED GRAV-     980,150.7   (mgal)                       NAVD 88
 LA0924
 LA0924  VERT ORDER  -  SECOND    CLASS 0
 LA0924
 LA0924.The horizontal coordinates were scaled from a topographic map and have
 LA0924.an estimated accuracy of +/- 6 seconds.
 LA0924
 LA0924.The orthometric height was determined by differential leveling
 LA0924.and adjusted by the National Geodetic Survey in June 1991..
 LA0924
 LA0924.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0924.See file dsdata.txt to determine how the superseded data were derived.
 LA0924
 LA0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL264263(NAD 83)
 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_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 = OCTOBER  6, 2006
 LA1976 ***********************************************************************
 LA1976  DESIGNATION -  B 193 RESET 1980
 LA1976  PID         -  LA1976
 LA1976  STATE/COUNTY-  IN/HUNTINGTON
 LA1976  USGS QUAD   -  HUNTINGTON (1994)
 LA1976
 LA1976                         *CURRENT SURVEY CONTROL
 LA1976  ___________________________________________________________________
 LA1976* NAD 83(1986)-  40 52 44.     (N)    085 29 56.     (W)     SCALED    
 LA1976* NAVD 88     -       220.92   (meters)     724.8    (feet)  RESET     
 LA1976  ___________________________________________________________________
 LA1976  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 LA1976
 LA1976  VERT ORDER  -  THIRD
 LA1976
 LA1976.The horizontal coordinates were scaled from a topographic map and have
 LA1976.an estimated accuracy of +/- 6 seconds.
 LA1976
 LA1976.The orthometric height was computed from unverified reset data.
 LA1976
 LA1976.The geoid height was determined by GEOID03.
 LA1976
 LA1976;                    North         East    Units  Estimated Accuracy
 LA1976;SPC IN E     -   625,120.      114,140.      MT  (+/- 180 meters Scaled)
 LA1976
 LA1976                          SUPERSEDED SURVEY CONTROL
 LA1976
 LA1976  NGVD 29 (04/16/04)  221.06   (m)          725.3    (f) RESET       3  
 LA1976
 LA1976.Superseded values are not recommended for survey control.
 LA1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1976.See file dsdata.txt to determine how the superseded data were derived.
 LA1976
 LA1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL264263(NAD 83)
 LA1976_MARKER: DB = BENCH MARK DISK
 LA1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1976_STAMPING: B 193 RESET 1980
 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 = OCTOBER  6, 2006
 LA1484 ***********************************************************************
 LA1484  DESIGNATION -  B 194
 LA1484  PID         -  LA1484
 LA1484  STATE/COUNTY-  IN/MADISON
 LA1484  USGS QUAD   -  FRANKTON (1994)
 LA1484
 LA1484                         *CURRENT SURVEY CONTROL
 LA1484  ___________________________________________________________________
 LA1484* NAD 83(1986)-  40 10 41.     (N)    085 48 18.     (W)     SCALED    
 LA1484* NAVD 88     -       255.045  (meters)     836.76   (feet)  ADJUSTED  
 LA1484  ___________________________________________________________________
 LA1484  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 LA1484  DYNAMIC HT  -         254.908 (meters)     836.31  (feet)  COMP
 LA1484  MODELED GRAV-     980,082.5   (mgal)                       NAVD 88
 LA1484
 LA1484  VERT ORDER  -  SECOND    CLASS 0
 LA1484
 LA1484.The horizontal coordinates were scaled from a topographic map and have
 LA1484.an estimated accuracy of +/- 6 seconds.
 LA1484
 LA1484.The orthometric height was determined by differential leveling
 LA1484.and adjusted by the National Geodetic Survey in June 1991..
 LA1484
 LA1484.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1484.See file dsdata.txt to determine how the superseded data were derived.
 LA1484
 LA1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK017482(NAD 83)
 LA1484_MARKER: DB = BENCH MARK DISK
 LA1484_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1484_SP_SET: BRIDGE
 LA1484_STAMPING: B 194 1946
 LA1484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1484
 LA1484  HISTORY     - Date     Condition        Report By
 LA1484  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1356 ***********************************************************************
 LA1356  DESIGNATION -  B 195
 LA1356  PID         -  LA1356
 LA1356  STATE/COUNTY-  IN/MADISON
 LA1356  USGS QUAD   -  ELWOOD (1994)
 LA1356
 LA1356                         *CURRENT SURVEY CONTROL
 LA1356  ___________________________________________________________________
 LA1356* NAD 83(1986)-  40 17 09.     (N)    085 47 53.     (W)     SCALED    
 LA1356* NAVD 88     -       263.196  (meters)     863.50   (feet)  ADJUSTED  
 LA1356  ___________________________________________________________________
 LA1356  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 LA1356  DYNAMIC HT  -         263.057 (meters)     863.05  (feet)  COMP
 LA1356  MODELED GRAV-     980,090.9   (mgal)                       NAVD 88
 LA1356
 LA1356  VERT ORDER  -  SECOND    CLASS 0
 LA1356
 LA1356.The horizontal coordinates were scaled from a topographic map and have
 LA1356.an estimated accuracy of +/- 6 seconds.
 LA1356
 LA1356.The orthometric height was determined by differential leveling
 LA1356.and adjusted by the National Geodetic Survey in June 1991..
 LA1356
 LA1356.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1356.See file dsdata.txt to determine how the superseded data were derived.
 LA1356
 LA1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK021601(NAD 83)
 LA1356_MARKER: DB = BENCH MARK DISK
 LA1356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1356_SP_SET: CULVERT
 LA1356_STAMPING: B 195 1946
 LA1356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME0518 ***********************************************************************
 ME0518  DESIGNATION -  B 196
 ME0518  PID         -  ME0518
 ME0518  STATE/COUNTY-  IN/STARKE
 ME0518  USGS QUAD   -  HAMLET (1977)
 ME0518
 ME0518                         *CURRENT SURVEY CONTROL
 ME0518  ___________________________________________________________________
 ME0518* NAD 83(1986)-  41 22 43.     (N)    086 33 25.     (W)     SCALED    
 ME0518* NAVD 88     -       212.362  (meters)     696.72   (feet)  ADJUSTED  
 ME0518  ___________________________________________________________________
 ME0518  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 ME0518  DYNAMIC HT  -         212.276 (meters)     696.44  (feet)  COMP
 ME0518  MODELED GRAV-     980,213.6   (mgal)                       NAVD 88
 ME0518
 ME0518  VERT ORDER  -  FIRST     CLASS II
 ME0518
 ME0518.The horizontal coordinates were scaled from a topographic map and have
 ME0518.an estimated accuracy of +/- 6 seconds.
 ME0518
 ME0518.The orthometric height was determined by differential leveling
 ME0518.and adjusted by the National Geodetic Survey in June 1991..
 ME0518
 ME0518.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0518.See file dsdata.txt to determine how the superseded data were derived.
 ME0518
 ME0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL370808(NAD 83)
 ME0518_MARKER: DB = BENCH MARK DISK
 ME0518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0518_SP_SET: CULVERT
 ME0518_STAMPING: B 196 1946
 ME0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0518
 ME0518  HISTORY     - Date     Condition        Report By
 ME0518  HISTORY     - 1946     MONUMENTED       CGS
 ME0518  HISTORY     - 1968     MARK NOT FOUND   NGS
 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 NATIONAL GEODETIC SURVEY 1968
 ME0518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0519 ***********************************************************************
 ME0519  DESIGNATION -  B 196 RESET
 ME0519  PID         -  ME0519
 ME0519  STATE/COUNTY-  IN/STARKE
 ME0519  USGS QUAD   -  HAMLET (1977)
 ME0519
 ME0519                         *CURRENT SURVEY CONTROL
 ME0519  ___________________________________________________________________
 ME0519* NAD 83(1986)-  41 22 43.     (N)    086 33 25.     (W)     SCALED    
 ME0519* NAVD 88     -       212.005  (meters)     695.55   (feet)  ADJUSTED  
 ME0519  ___________________________________________________________________
 ME0519  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 ME0519  DYNAMIC HT  -         211.919 (meters)     695.27  (feet)  COMP
 ME0519  MODELED GRAV-     980,213.6   (mgal)                       NAVD 88
 ME0519
 ME0519  VERT ORDER  -  FIRST     CLASS I
 ME0519
 ME0519.The horizontal coordinates were scaled from a topographic map and have
 ME0519.an estimated accuracy of +/- 6 seconds.
 ME0519
 ME0519.The orthometric height was determined by differential leveling
 ME0519.and adjusted by the National Geodetic Survey in June 1991..
 ME0519
 ME0519.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0519
 ME0519  NGVD 29 (01/19/93)  212.107  (m)          695.89   (f) ADJUSTED    1 1
 ME0519
 ME0519.Superseded values are not recommended for survey control.
 ME0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0519.See file dsdata.txt to determine how the superseded data were derived.
 ME0519
 ME0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL370808(NAD 83)
 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             NGS
 ME0519  HISTORY     - 1989     GOOD             USPSQD
 ME0519  HISTORY     - 19920907 GOOD             NGS
 ME0519
 ME0519                          STATION DESCRIPTION
 ME0519
 ME0519'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0834 ***********************************************************************
 MD0834  DESIGNATION -  B 197 RESET 1970
 MD0834  PID         -  MD0834
 MD0834  STATE/COUNTY-  IN/ALLEN
 MD0834  USGS QUAD   -  HUNTERTOWN (1981)
 MD0834
 MD0834                         *CURRENT SURVEY CONTROL
 MD0834  ___________________________________________________________________
 MD0834* NAD 83(1986)-  41 11 29.     (N)    085 13 45.     (W)     SCALED    
 MD0834* NAVD 88     -       302.14   (meters)     991.3    (feet)  RESET     
 MD0834  ___________________________________________________________________
 MD0834  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MD0834
 MD0834  VERT ORDER  -  THIRD
 MD0834
 MD0834.The horizontal coordinates were scaled from a topographic map and have
 MD0834.an estimated accuracy of +/- 6 seconds.
 MD0834
 MD0834.The orthometric height was computed from unverified reset data.
 MD0834
 MD0834.The geoid height was determined by GEOID03.
 MD0834
 MD0834;                    North         East    Units  Estimated Accuracy
 MD0834;SPC IN E     -   659,910.      136,700.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0834.See file dsdata.txt to determine how the superseded data were derived.
 MD0834
 MD0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL485615(NAD 83)
 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_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 = OCTOBER  6, 2006
 MD0958 ***********************************************************************
 MD0958  DESIGNATION -  B 198
 MD0958  PID         -  MD0958
 MD0958  STATE/COUNTY-  IN/ALLEN
 MD0958  USGS QUAD   -  CEDARVILLE (1981)
 MD0958
 MD0958                         *CURRENT SURVEY CONTROL
 MD0958  ___________________________________________________________________
 MD0958* NAD 83(1986)-  41 13 21.     (N)    085 02 35.     (W)     SCALED    
 MD0958* NAVD 88     -       251.286  (meters)     824.43   (feet)  ADJUSTED  
 MD0958  ___________________________________________________________________
 MD0958  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 MD0958  DYNAMIC HT  -         251.185 (meters)     824.10  (feet)  COMP
 MD0958  MODELED GRAV-     980,212.9   (mgal)                       NAVD 88
 MD0958
 MD0958  VERT ORDER  -  SECOND    CLASS 0
 MD0958
 MD0958.The horizontal coordinates were scaled from a topographic map and have
 MD0958.an estimated accuracy of +/- 6 seconds.
 MD0958
 MD0958.The orthometric height was determined by differential leveling
 MD0958.and adjusted by the National Geodetic Survey in June 1991..
 MD0958
 MD0958.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0958.See file dsdata.txt to determine how the superseded data were derived.
 MD0958
 MD0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL640653(NAD 83)
 MD0958_MARKER: DB = BENCH MARK DISK
 MD0958_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0958_SP_SET: FENCE POST
 MD0958_STAMPING: B 198 1946
 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             NGS
 MD0958
 MD0958                          STATION DESCRIPTION
 MD0958
 MD0958'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0362 ***********************************************************************
 MD0362  DESIGNATION -  B 199
 MD0362  PID         -  MD0362
 MD0362  STATE/COUNTY-  IN/DE KALB
 MD0362  USGS QUAD   -  SAINT JOE (1994)
 MD0362
 MD0362                         *CURRENT SURVEY CONTROL
 MD0362  ___________________________________________________________________
 MD0362* NAD 83(1986)-  41 18 47.     (N)    084 54 21.     (W)     SCALED    
 MD0362* NAVD 88     -       251.350  (meters)     824.64   (feet)  ADJUSTED  
 MD0362  ___________________________________________________________________
 MD0362  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 MD0362  DYNAMIC HT  -         251.250 (meters)     824.31  (feet)  COMP
 MD0362  MODELED GRAV-     980,218.9   (mgal)                       NAVD 88
 MD0362
 MD0362  VERT ORDER  -  SECOND    CLASS 0
 MD0362
 MD0362.The horizontal coordinates were scaled from a topographic map and have
 MD0362.an estimated accuracy of +/- 6 seconds.
 MD0362
 MD0362.The orthometric height was determined by differential leveling
 MD0362.and adjusted by the National Geodetic Survey in June 1991..
 MD0362
 MD0362.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0362.See file dsdata.txt to determine how the superseded data were derived.
 MD0362
 MD0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL752756(NAD 83)
 MD0362_MARKER: DB = BENCH MARK DISK
 MD0362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0362_SP_SET: CULVERT
 MD0362_STAMPING: B-199-1946
 MD0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ2337 ***********************************************************************
 JZ2337  DESIGNATION -  B 2 RESET
 JZ2337  PID         -  JZ2337
 JZ2337  STATE/COUNTY-  IN/SHELBY
 JZ2337  USGS QUAD   -  SHELBYVILLE (1994)
 JZ2337
 JZ2337                         *CURRENT SURVEY CONTROL
 JZ2337  ___________________________________________________________________
 JZ2337* NAD 83(1986)-  39 31 46.     (N)    085 46 39.     (W)     SCALED    
 JZ2337* NAVD 88     -       233.178  (meters)     765.02   (feet)  ADJUSTED  
 JZ2337  ___________________________________________________________________
 JZ2337  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JZ2337  DYNAMIC HT  -         233.041 (meters)     764.57  (feet)  COMP
 JZ2337  MODELED GRAV-     980,033.7   (mgal)                       NAVD 88
 JZ2337
 JZ2337  VERT ORDER  -  FIRST     CLASS II
 JZ2337
 JZ2337.The horizontal coordinates were scaled from a topographic map and have
 JZ2337.an estimated accuracy of +/- 6 seconds.
 JZ2337
 JZ2337.The orthometric height was determined by differential leveling
 JZ2337.and adjusted by the National Geodetic Survey in June 1991..
 JZ2337.WARNING-Repeat measurements at this control monument indicate possible
 JZ2337.vertical movement.
 JZ2337
 JZ2337.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2337.See file dsdata.txt to determine how the superseded data were derived.
 JZ2337
 JZ2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ050762(NAD 83)
 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       INHD
 JZ2337  HISTORY     - 1947     GOOD             NGS
 JZ2337  HISTORY     - 1986     GOOD             NGS
 JZ2337  HISTORY     - 20010411 MARK NOT FOUND   INDNR
 JZ2337
 JZ2337                          STATION DESCRIPTION
 JZ2337
 JZ2337'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0773 ***********************************************************************
 MD0773  DESIGNATION -  B 200
 MD0773  PID         -  MD0773
 MD0773  STATE/COUNTY-  IN/ALLEN
 MD0773  USGS QUAD   -  FORT WAYNE EAST (1981)
 MD0773
 MD0773                         *CURRENT SURVEY CONTROL
 MD0773  ___________________________________________________________________
 MD0773* NAD 83(1986)-  41 07 17.     (N)    085 01 27.     (W)     SCALED    
 MD0773* NAVD 88     -       237.524  (meters)     779.28   (feet)  ADJUSTED  
 MD0773  ___________________________________________________________________
 MD0773  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 MD0773  DYNAMIC HT  -         237.428 (meters)     778.96  (feet)  COMP
 MD0773  MODELED GRAV-     980,216.8   (mgal)                       NAVD 88
 MD0773
 MD0773  VERT ORDER  -  SECOND    CLASS 0
 MD0773
 MD0773.The horizontal coordinates were scaled from a topographic map and have
 MD0773.an estimated accuracy of +/- 6 seconds.
 MD0773
 MD0773.The orthometric height was determined by differential leveling
 MD0773.and adjusted by the National Geodetic Survey in June 1991..
 MD0773
 MD0773.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0773.See file dsdata.txt to determine how the superseded data were derived.
 MD0773
 MD0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL658541(NAD 83)
 MD0773_MARKER: DB = BENCH MARK DISK
 MD0773_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0773_SP_SET: BRIDGE
 MD0773_STAMPING: B 200 1946
 MD0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0773
 MD0773  HISTORY     - Date     Condition        Report By
 MD0773  HISTORY     - 1946     MONUMENTED       CGS
 MD0773  HISTORY     - 1961     GOOD             NGS
 MD0773
 MD0773                          STATION DESCRIPTION
 MD0773
 MD0773'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0489 ***********************************************************************
 MD0489  DESIGNATION -  B 201
 MD0489  PID         -  MD0489
 MD0489  STATE/COUNTY-  IN/DE KALB
 MD0489  USGS QUAD   -  SAINT JOE (1994)
 MD0489
 MD0489                         *CURRENT SURVEY CONTROL
 MD0489  ___________________________________________________________________
 MD0489* NAD 83(1986)-  41 17 01.     (N)    084 53 48.     (W)     SCALED    
 MD0489* NAVD 88     -       250.201  (meters)     820.87   (feet)  ADJUSTED  
 MD0489  ___________________________________________________________________
 MD0489  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 MD0489  DYNAMIC HT  -         250.101 (meters)     820.54  (feet)  COMP
 MD0489  MODELED GRAV-     980,219.0   (mgal)                       NAVD 88
 MD0489
 MD0489  VERT ORDER  -  SECOND    CLASS 0
 MD0489
 MD0489.The horizontal coordinates were scaled from a topographic map and have
 MD0489.an estimated accuracy of +/- 6 seconds.
 MD0489
 MD0489.The orthometric height was determined by differential leveling
 MD0489.and adjusted by the National Geodetic Survey in June 1991..
 MD0489
 MD0489.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0489.See file dsdata.txt to determine how the superseded data were derived.
 MD0489
 MD0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL761723(NAD 83)
 MD0489_MARKER: DB = BENCH MARK DISK
 MD0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0489_STAMPING: B 201 1946
 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             NGS
 MD0489
 MD0489                          STATION DESCRIPTION
 MD0489
 MD0489'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0723 ***********************************************************************
 MD0723  DESIGNATION -  B 202
 MD0723  PID         -  MD0723
 MD0723  STATE/COUNTY-  IN/ALLEN
 MD0723  USGS QUAD   -  FORT WAYNE WEST (1981)
 MD0723
 MD0723                         *CURRENT SURVEY CONTROL
 MD0723  ___________________________________________________________________
 MD0723* NAD 83(1986)-  41 03 49.     (N)    085 09 07.     (W)     SCALED    
 MD0723* NAVD 88     -       236.157  (meters)     774.79   (feet)  ADJUSTED  
 MD0723  ___________________________________________________________________
 MD0723  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MD0723  DYNAMIC HT  -         236.064 (meters)     774.49  (feet)  COMP
 MD0723  MODELED GRAV-     980,222.6   (mgal)                       NAVD 88
 MD0723
 MD0723  VERT ORDER  -  SECOND    CLASS 0
 MD0723
 MD0723.The horizontal coordinates were scaled from a topographic map and have
 MD0723.an estimated accuracy of +/- 6 seconds.
 MD0723
 MD0723.The orthometric height was determined by differential leveling
 MD0723.and adjusted by the National Geodetic Survey in June 1991..
 MD0723
 MD0723.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0723.See file dsdata.txt to determine how the superseded data were derived.
 MD0723
 MD0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL552474(NAD 83)
 MD0723_MARKER: DB = BENCH MARK DISK
 MD0723_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0723_SP_SET: DOOR SILL
 MD0723_STAMPING: B 202 1946
 MD0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0723
 MD0723  HISTORY     - Date     Condition        Report By
 MD0723  HISTORY     - 1946     MONUMENTED       CGS
 MD0723  HISTORY     - 1968     GOOD             INHD
 MD0723  HISTORY     - 1969     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 LA1772 ***********************************************************************
 LA1772  DESIGNATION -  B 203
 LA1772  PID         -  LA1772
 LA1772  STATE/COUNTY-  IN/GRANT
 LA1772  USGS QUAD   -  VAN BUREN (1992)
 LA1772
 LA1772                         *CURRENT SURVEY CONTROL
 LA1772  ___________________________________________________________________
 LA1772* NAD 83(1986)-  40 33 10.     (N)    085 30 13.     (W)     SCALED    
 LA1772* NAVD 88     -       261.964  (meters)     859.46   (feet)  ADJUSTED  
 LA1772  ___________________________________________________________________
 LA1772  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 LA1772  DYNAMIC HT  -         261.830 (meters)     859.02  (feet)  COMP
 LA1772  MODELED GRAV-     980,108.4   (mgal)                       NAVD 88
 LA1772
 LA1772  VERT ORDER  -  SECOND    CLASS 0
 LA1772
 LA1772.The horizontal coordinates were scaled from a topographic map and have
 LA1772.an estimated accuracy of +/- 6 seconds.
 LA1772
 LA1772.The orthometric height was determined by differential leveling
 LA1772.and adjusted by the National Geodetic Survey in June 1991..
 LA1772
 LA1772.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1772.See file dsdata.txt to determine how the superseded data were derived.
 LA1772
 LA1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK266901(NAD 83)
 LA1772_MARKER: DB = BENCH MARK DISK
 LA1772_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1772_SP_SET: CULVERT
 LA1772_STAMPING: B 203 1946
 LA1772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 LA1730 ***********************************************************************
 LA1730  DESIGNATION -  B 204
 LA1730  PID         -  LA1730
 LA1730  STATE/COUNTY-  IN/GRANT
 LA1730  USGS QUAD   -  LA FONTAINE (1994)
 LA1730
 LA1730                         *CURRENT SURVEY CONTROL
 LA1730  ___________________________________________________________________
 LA1730* NAD 83(1986)-  40 38 39.     (N)    085 37 39.     (W)     SCALED    
 LA1730* NAVD 88     -       275.993  (meters)     905.49   (feet)  ADJUSTED  
 LA1730  ___________________________________________________________________
 LA1730  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 LA1730  DYNAMIC HT  -         275.856 (meters)     905.04  (feet)  COMP
 LA1730  MODELED GRAV-     980,120.6   (mgal)                       NAVD 88
 LA1730
 LA1730  VERT ORDER  -  SECOND    CLASS 0
 LA1730
 LA1730.The horizontal coordinates were scaled from a topographic map and have
 LA1730.an estimated accuracy of +/- 6 seconds.
 LA1730
 LA1730.The orthometric height was determined by differential leveling
 LA1730.and adjusted by the National Geodetic Survey in June 1991..
 LA1730
 LA1730.The geoid height was determined by GEOID03.
 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     -   599,050.      103,310.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1730.See file dsdata.txt to determine how the superseded data were derived.
 LA1730
 LA1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL160001(NAD 83)
 LA1730_MARKER: DB = BENCH MARK DISK
 LA1730_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1730_SP_SET: CULVERT
 LA1730_STAMPING: B 204 1946
 LA1730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1390 ***********************************************************************
 LA1390  DESIGNATION -  B 205
 LA1390  PID         -  LA1390
 LA1390  STATE/COUNTY-  IN/TIPTON
 LA1390  USGS QUAD   -  WINDFALL (1960)
 LA1390
 LA1390                         *CURRENT SURVEY CONTROL
 LA1390  ___________________________________________________________________
 LA1390* NAD 83(1986)-  40 20 52.     (N)    085 57 22.     (W)     SCALED    
 LA1390* NAVD 88     -       263.012  (meters)     862.90   (feet)  ADJUSTED  
 LA1390  ___________________________________________________________________
 LA1390  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LA1390  DYNAMIC HT  -         262.873 (meters)     862.44  (feet)  COMP
 LA1390  MODELED GRAV-     980,090.1   (mgal)                       NAVD 88
 LA1390
 LA1390  VERT ORDER  -  SECOND    CLASS 0
 LA1390
 LA1390.The horizontal coordinates were scaled from a topographic map and have
 LA1390.an estimated accuracy of +/- 6 seconds.
 LA1390
 LA1390.The orthometric height was determined by differential leveling
 LA1390.and adjusted by the National Geodetic Survey in June 1991..
 LA1390
 LA1390.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1390.See file dsdata.txt to determine how the superseded data were derived.
 LA1390
 LA1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK886668(NAD 83)
 LA1390_MARKER: DB = BENCH MARK DISK
 LA1390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1390_SP_SET: CULVERT
 LA1390_STAMPING: B 205 1946
 LA1390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 MD0734 ***********************************************************************
 MD0734  DESIGNATION -  B 206
 MD0734  PID         -  MD0734
 MD0734  STATE/COUNTY-  IN/WHITLEY
 MD0734  USGS QUAD   -  LAUD (1961)
 MD0734
 MD0734                         *CURRENT SURVEY CONTROL
 MD0734  ___________________________________________________________________
 MD0734* NAD 83(1986)-  41 02 01.     (N)    085 28 14.     (W)     SCALED    
 MD0734* NAVD 88     -       262.101  (meters)     859.91   (feet)  ADJUSTED  
 MD0734  ___________________________________________________________________
 MD0734  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MD0734  DYNAMIC HT  -         261.988 (meters)     859.54  (feet)  COMP
 MD0734  MODELED GRAV-     980,186.1   (mgal)                       NAVD 88
 MD0734
 MD0734  VERT ORDER  -  SECOND    CLASS 0
 MD0734
 MD0734.The horizontal coordinates were scaled from a topographic map and have
 MD0734.an estimated accuracy of +/- 6 seconds.
 MD0734
 MD0734.The orthometric height was determined by differential leveling
 MD0734.and adjusted by the National Geodetic Survey in June 1991..
 MD0734
 MD0734.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0734.See file dsdata.txt to determine how the superseded data were derived.
 MD0734
 MD0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL285436(NAD 83)
 MD0734_MARKER: DB = BENCH MARK DISK
 MD0734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0734_SP_SET: CULVERT
 MD0734_STAMPING: B 206 1946
 MD0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0734
 MD0734  HISTORY     - Date     Condition        Report By
 MD0734  HISTORY     - 1946     MONUMENTED       CGS
 MD0734  HISTORY     - 1961     GOOD             NGS
 MD0734  HISTORY     - 1966     GOOD             NGS
 MD0734
 MD0734                          STATION DESCRIPTION
 MD0734
 MD0734'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1966
 MD0734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0511 ***********************************************************************
 LB0511  DESIGNATION -  B 207
 LB0511  PID         -  LB0511
 LB0511  STATE/COUNTY-  IN/TIPTON
 LB0511  USGS QUAD   -  TIPTON (1980)
 LB0511
 LB0511                         *CURRENT SURVEY CONTROL
 LB0511  ___________________________________________________________________
 LB0511* NAD 83(1986)-  40 16 56.     (N)    086 03 01.     (W)     SCALED    
 LB0511* NAVD 88     -       264.221  (meters)     866.87   (feet)  ADJUSTED  
 LB0511  ___________________________________________________________________
 LB0511  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 LB0511  DYNAMIC HT  -         264.079 (meters)     866.40  (feet)  COMP
 LB0511  MODELED GRAV-     980,080.0   (mgal)                       NAVD 88
 LB0511
 LB0511  VERT ORDER  -  SECOND    CLASS 0
 LB0511
 LB0511.The horizontal coordinates were scaled from a topographic map and have
 LB0511.an estimated accuracy of +/- 6 seconds.
 LB0511
 LB0511.The orthometric height was determined by differential leveling
 LB0511.and adjusted by the National Geodetic Survey in June 1991..
 LB0511
 LB0511.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0511.See file dsdata.txt to determine how the superseded data were derived.
 LB0511
 LB0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK807595(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0459 ***********************************************************************
 LB0459  DESIGNATION -  B 208
 LB0459  PID         -  LB0459
 LB0459  STATE/COUNTY-  IN/TIPTON
 LB0459  USGS QUAD   -  KEMPTON (1980)
 LB0459
 LB0459                         *CURRENT SURVEY CONTROL
 LB0459  ___________________________________________________________________
 LB0459* NAD 83(1986)-  40 22 28.     (N)    086 13 02.     (W)     SCALED    
 LB0459* NAVD 88     -       272.837  (meters)     895.13   (feet)  ADJUSTED  
 LB0459  ___________________________________________________________________
 LB0459  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 LB0459  DYNAMIC HT  -         272.692 (meters)     894.66  (feet)  COMP
 LB0459  MODELED GRAV-     980,085.0   (mgal)                       NAVD 88
 LB0459
 LB0459  VERT ORDER  -  SECOND    CLASS 0
 LB0459
 LB0459.The horizontal coordinates were scaled from a topographic map and have
 LB0459.an estimated accuracy of +/- 6 seconds.
 LB0459
 LB0459.The orthometric height was determined by differential leveling
 LB0459.and adjusted by the National Geodetic Survey in June 1991..
 LB0459
 LB0459.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0459.See file dsdata.txt to determine how the superseded data were derived.
 LB0459
 LB0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK664696(NAD 83)
 LB0459_MARKER: DB = BENCH MARK DISK
 LB0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0459_STAMPING: B 208 1946
 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 = OCTOBER  6, 2006
 LA1572 ***********************************************************************
 LA1572  DESIGNATION -  B 209
 LA1572  PID         -  LA1572
 LA1572  STATE/COUNTY-  IN/MADISON
 LA1572  USGS QUAD   -  ELWOOD (1994)
 LA1572
 LA1572                         *CURRENT SURVEY CONTROL
 LA1572  ___________________________________________________________________
 LA1572* NAD 83(1986)-  40 21 51.     (N)    085 48 16.     (W)     SCALED    
 LA1572* NAVD 88     -       266.480  (meters)     874.28   (feet)  ADJUSTED  
 LA1572  ___________________________________________________________________
 LA1572  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 LA1572  DYNAMIC HT  -         266.341 (meters)     873.82  (feet)  COMP
 LA1572  MODELED GRAV-     980,096.4   (mgal)                       NAVD 88
 LA1572
 LA1572  VERT ORDER  -  SECOND    CLASS 0
 LA1572
 LA1572.The horizontal coordinates were scaled from a topographic map and have
 LA1572.an estimated accuracy of +/- 6 seconds.
 LA1572
 LA1572.The orthometric height was determined by differential leveling
 LA1572.and adjusted by the National Geodetic Survey in June 1991..
 LA1572
 LA1572.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1572.See file dsdata.txt to determine how the superseded data were derived.
 LA1572
 LA1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK015688(NAD 83)
 LA1572_MARKER: DB = BENCH MARK DISK
 LA1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1572_STAMPING: B 209 1946
 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 = OCTOBER  6, 2006
 LB0547 ***********************************************************************
 LB0547  DESIGNATION -  B 210
 LB0547  PID         -  LB0547
 LB0547  STATE/COUNTY-  IN/CLINTON
 LB0547  USGS QUAD   -  KIRKLIN (1977)
 LB0547
 LB0547                         *CURRENT SURVEY CONTROL
 LB0547  ___________________________________________________________________
 LB0547* NAD 83(1986)-  40 12 29.     (N)    086 22 01.     (W)     SCALED    
 LB0547* NAVD 88     -       273.703  (meters)     897.97   (feet)  ADJUSTED  
 LB0547  ___________________________________________________________________
 LB0547  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 LB0547  DYNAMIC HT  -         273.553 (meters)     897.48  (feet)  COMP
 LB0547  MODELED GRAV-     980,073.3   (mgal)                       NAVD 88
 LB0547
 LB0547  VERT ORDER  -  SECOND    CLASS 0
 LB0547
 LB0547.The horizontal coordinates were scaled from a topographic map and have
 LB0547.an estimated accuracy of +/- 6 seconds.
 LB0547
 LB0547.The orthometric height was determined by differential leveling
 LB0547.and adjusted by the National Geodetic Survey in June 1991..
 LB0547
 LB0547.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0547.See file dsdata.txt to determine how the superseded data were derived.
 LB0547
 LB0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK538510(NAD 83)
 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 = OCTOBER  6, 2006
 LB0548 ***********************************************************************
 LB0548  DESIGNATION -  B 210 RESET 1960
 LB0548  PID         -  LB0548
 LB0548  STATE/COUNTY-  IN/CLINTON
 LB0548  USGS QUAD   -  KIRKLIN (1977)
 LB0548
 LB0548                         *CURRENT SURVEY CONTROL
 LB0548  ___________________________________________________________________
 LB0548* NAD 83(1986)-  40 12 31.     (N)    086 22 03.     (W)     SCALED    
 LB0548* NAVD 88     -       273.80   (meters)     898.3    (feet)  RESET     
 LB0548  ___________________________________________________________________
 LB0548  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 LB0548
 LB0548  VERT ORDER  -  THIRD
 LB0548
 LB0548.The horizontal coordinates were scaled from a topographic map and have
 LB0548.an estimated accuracy of +/- 6 seconds.
 LB0548
 LB0548.The orthometric height was computed from unverified reset data.
 LB0548
 LB0548.The geoid height was determined by GEOID03.
 LB0548
 LB0548;                    North         East    Units  Estimated Accuracy
 LB0548;SPC IN W     -   550,930.      960,940.      MT  (+/- 180 meters Scaled)
 LB0548
 LB0548                          SUPERSEDED SURVEY CONTROL
 LB0548
 LB0548.No superseded survey control is available for this station.
 LB0548
 LB0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK538511(NAD 83)
 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_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 = OCTOBER  6, 2006
 LA1834 ***********************************************************************
 LA1834  DESIGNATION -  B 213
 LA1834  PID         -  LA1834
 LA1834  STATE/COUNTY-  IN/HUNTINGTON
 LA1834  USGS QUAD   -  MOUNT ETNA (1994)
 LA1834
 LA1834                         *CURRENT SURVEY CONTROL
 LA1834  ___________________________________________________________________
 LA1834* NAD 83(1986)-  40 44 17.     (N)    085 31 01.     (W)     SCALED    
 LA1834* NAVD 88     -       247.308  (meters)     811.38   (feet)  ADJUSTED  
 LA1834  ___________________________________________________________________
 LA1834  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 LA1834  DYNAMIC HT  -         247.187 (meters)     810.98  (feet)  COMP
 LA1834  MODELED GRAV-     980,130.5   (mgal)                       NAVD 88
 LA1834
 LA1834  VERT ORDER  -  SECOND    CLASS 0
 LA1834
 LA1834.The horizontal coordinates were scaled from a topographic map and have
 LA1834.an estimated accuracy of +/- 6 seconds.
 LA1834
 LA1834.The orthometric height was determined by differential leveling
 LA1834.and adjusted by the National Geodetic Survey in June 1991..
 LA1834
 LA1834.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1834.See file dsdata.txt to determine how the superseded data were derived.
 LA1834
 LA1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL252107(NAD 83)
 LA1834_MARKER: DB = BENCH MARK DISK
 LA1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1834_STAMPING: B 213 1947
 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 = OCTOBER  6, 2006
 LA0903 ***********************************************************************
 LA0903  DESIGNATION -  B 214
 LA0903  PID         -  LA0903
 LA0903  STATE/COUNTY-  IN/HUNTINGTON
 LA0903  USGS QUAD   -  MARKLE (1973)
 LA0903
 LA0903                         *CURRENT SURVEY CONTROL
 LA0903  ___________________________________________________________________
 LA0903* NAD 83(1986)-  40 47 47.     (N)    085 21 27.     (W)     SCALED    
 LA0903* NAVD 88     -       245.972  (meters)     806.99   (feet)  ADJUSTED  
 LA0903  ___________________________________________________________________
 LA0903  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 LA0903  DYNAMIC HT  -         245.855 (meters)     806.61  (feet)  COMP
 LA0903  MODELED GRAV-     980,140.4   (mgal)                       NAVD 88
 LA0903
 LA0903  VERT ORDER  -  SECOND    CLASS 0
 LA0903
 LA0903.The horizontal coordinates were scaled from a topographic map and have
 LA0903.an estimated accuracy of +/- 6 seconds.
 LA0903
 LA0903.The orthometric height was determined by differential leveling
 LA0903.and adjusted by the National Geodetic Survey in June 1991..
 LA0903
 LA0903.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0903.See file dsdata.txt to determine how the superseded data were derived.
 LA0903
 LA0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL385174(NAD 83)
 LA0903_MARKER: DB = BENCH MARK DISK
 LA0903_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0903_SP_SET: BRIDGE
 LA0903_STAMPING: B 214 1947
 LA0903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0903
 LA0903  HISTORY     - Date     Condition        Report By
 LA0903  HISTORY     - 1947     MONUMENTED       CGS
 LA0903  HISTORY     - 1961     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1961
 LA0903'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0964 ***********************************************************************
 LA0964  DESIGNATION -  B 216
 LA0964  PID         -  LA0964
 LA0964  STATE/COUNTY-  IN/HUNTINGTON
 LA0964  USGS QUAD   -  WARREN (1994)
 LA0964
 LA0964                         *CURRENT SURVEY CONTROL
 LA0964  ___________________________________________________________________
 LA0964* NAD 83(1986)-  40 40 55.     (N)    085 25 28.     (W)     SCALED    
 LA0964* NAVD 88     -       252.980  (meters)     829.99   (feet)  ADJUSTED  
 LA0964  ___________________________________________________________________
 LA0964  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 LA0964  DYNAMIC HT  -         252.854 (meters)     829.57  (feet)  COMP
 LA0964  MODELED GRAV-     980,122.9   (mgal)                       NAVD 88
 LA0964
 LA0964  VERT ORDER  -  SECOND    CLASS 0
 LA0964
 LA0964.The horizontal coordinates were scaled from a topographic map and have
 LA0964.an estimated accuracy of +/- 6 seconds.
 LA0964
 LA0964.The orthometric height was determined by differential leveling
 LA0964.and adjusted by the National Geodetic Survey in June 1991..
 LA0964
 LA0964.The geoid height was determined by GEOID03.
 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     -   603,270.      120,480.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0964.See file dsdata.txt to determine how the superseded data were derived.
 LA0964
 LA0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL331046(NAD 83)
 LA0964_MARKER: DB = BENCH MARK DISK
 LA0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0964_STAMPING: B 216 1947
 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 = OCTOBER  6, 2006
 LA0965 ***********************************************************************
 LA0965  DESIGNATION -  B 216 RESET 1965
 LA0965  PID         -  LA0965
 LA0965  STATE/COUNTY-  IN/HUNTINGTON
 LA0965  USGS QUAD   -  WARREN (1994)
 LA0965
 LA0965                         *CURRENT SURVEY CONTROL
 LA0965  ___________________________________________________________________
 LA0965* NAD 83(1986)-  40 40 55.     (N)    085 25 28.     (W)     SCALED    
 LA0965* NAVD 88     -       252.93   (meters)     829.8    (feet)  RESET     
 LA0965  ___________________________________________________________________
 LA0965  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 LA0965
 LA0965  VERT ORDER  -  THIRD
 LA0965
 LA0965.The horizontal coordinates were scaled from a topographic map and have
 LA0965.an estimated accuracy of +/- 6 seconds.
 LA0965
 LA0965.The orthometric height was computed from unverified reset data.
 LA0965
 LA0965.The geoid height was determined by GEOID03.
 LA0965
 LA0965;                    North         East    Units  Estimated Accuracy
 LA0965;SPC IN E     -   603,270.      120,480.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0965.See file dsdata.txt to determine how the superseded data were derived.
 LA0965
 LA0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL331046(NAD 83)
 LA0965_MARKER: DB = BENCH MARK DISK
 LA0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0965_STAMPING: B 216 1947
 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             NGS
 LA0965
 LA0965                          STATION DESCRIPTION
 LA0965
 LA0965'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1497 ***********************************************************************
 LA1497  DESIGNATION -  B 217
 LA1497  PID         -  LA1497
 LA1497  STATE/COUNTY-  IN/GRANT
 LA1497  USGS QUAD   -  GAS CITY (1994)
 LA1497
 LA1497                         *CURRENT SURVEY CONTROL
 LA1497  ___________________________________________________________________
 LA1497* NAD 83(1986)-  40 23 38.     (N)    085 35 50.     (W)     SCALED    
 LA1497* NAVD 88     -       268.262  (meters)     880.12   (feet)  ADJUSTED  
 LA1497  ___________________________________________________________________
 LA1497  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 LA1497  DYNAMIC HT  -         268.125 (meters)     879.67  (feet)  COMP
 LA1497  MODELED GRAV-     980,104.3   (mgal)                       NAVD 88
 LA1497
 LA1497  VERT ORDER  -  SECOND    CLASS 0
 LA1497
 LA1497.The horizontal coordinates were scaled from a topographic map and have
 LA1497.an estimated accuracy of +/- 6 seconds.
 LA1497
 LA1497.The orthometric height was determined by differential leveling
 LA1497.and adjusted by the National Geodetic Survey in June 1991..
 LA1497
 LA1497.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1497.See file dsdata.txt to determine how the superseded data were derived.
 LA1497
 LA1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK190724(NAD 83)
 LA1497_MARKER: DB = BENCH MARK DISK
 LA1497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1497_SP_SET: BRIDGE
 LA1497_STAMPING: B 217 1947
 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 = OCTOBER  6, 2006
 LA1556 ***********************************************************************
 LA1556  DESIGNATION -  B 218
 LA1556  PID         -  LA1556
 LA1556  STATE/COUNTY-  IN/DELAWARE
 LA1556  USGS QUAD   -  GASTON (1994)
 LA1556
 LA1556                         *CURRENT SURVEY CONTROL
 LA1556  ___________________________________________________________________
 LA1556* NAD 83(1986)-  40 16 37.     (N)    085 30 55.     (W)     SCALED    
 LA1556* NAVD 88     -       275.092  (meters)     902.53   (feet)  ADJUSTED  
 LA1556  ___________________________________________________________________
 LA1556  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LA1556  DYNAMIC HT  -         274.949 (meters)     902.06  (feet)  COMP
 LA1556  MODELED GRAV-     980,097.0   (mgal)                       NAVD 88
 LA1556
 LA1556  VERT ORDER  -  SECOND    CLASS 0
 LA1556
 LA1556.The horizontal coordinates were scaled from a topographic map and have
 LA1556.an estimated accuracy of +/- 6 seconds.
 LA1556
 LA1556.The orthometric height was determined by differential leveling
 LA1556.and adjusted by the National Geodetic Survey in June 1991..
 LA1556
 LA1556.The geoid height was determined by GEOID03.
 LA1556
 LA1556.The dynamic height is computed by dividing the NAVD 88
 LA1556.geopotential number by the normal gravity value computed on the
 LA1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1556.degrees latitude (g = 980.6199 gals.).
 LA1556
 LA1556.The modeled gravity was interpolated from observed gravity values.
 LA1556
 LA1556;                    North         East    Units  Estimated Accuracy
 LA1556;SPC IN E     -   558,280.      112,880.      MT  (+/- 180 meters Scaled)
 LA1556
 LA1556                          SUPERSEDED SURVEY CONTROL
 LA1556
 LA1556  NGVD 29 (??/??/92)  275.232  (m)          902.99   (f) ADJ UNCH    2 0
 LA1556
 LA1556.Superseded values are not recommended for survey control.
 LA1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1556.See file dsdata.txt to determine how the superseded data were derived.
 LA1556
 LA1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK262595(NAD 83)
 LA1556_MARKER: DB = BENCH MARK DISK
 LA1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1556_STAMPING: B 218 1947
 LA1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1556+STABILITY: SURFACE MOTION
 LA1556
 LA1556  HISTORY     - Date     Condition        Report By
 LA1556  HISTORY     - 1947     MONUMENTED       CGS
 LA1556
 LA1556                          STATION DESCRIPTION
 LA1556
 LA1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1556'8.1 MI E FROM ALEXANDRIA.
 LA1556'ABOUT 8.1 MILES EAST ALONG STATE HIGHWAY 28 FROM ITS INTERSECTION
 LA1556'WITH STATE HIGHWAY 9 AT ALEXANDRIA, AT A GRAVEL CROSS ROAD, 41.5
 LA1556'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 22 FEET EAST OF THE
 LA1556'CENTER LINE OF THE CROSS ROAD, 8 FEET SOUTHEAST OF POWER POLE
 LA1556'NO. DEL 3390/ F-40, 6 FEET SOUTHEAST OF THE FENCE CORNER, 2
 LA1556'FEET SOUTHWEST OF THE FENCE LINE, 1 FOOT EAST OF A WHITE WOODEN
 LA1556'WITNESS POST, 2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 LA1556'CONCRETE POST PROJECTING 5 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1508 ***********************************************************************
 LA1508  DESIGNATION -  B 219
 LA1508  PID         -  LA1508
 LA1508  STATE/COUNTY-  IN/MADISON
 LA1508  USGS QUAD   -  GILMAN (1994)
 LA1508
 LA1508                         *CURRENT SURVEY CONTROL
 LA1508  ___________________________________________________________________
 LA1508* NAD 83(1986)-  40 11 37.     (N)    085 35 37.     (W)     SCALED    
 LA1508* NAVD 88     -       264.064  (meters)     866.35   (feet)  ADJUSTED  
 LA1508  ___________________________________________________________________
 LA1508  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 LA1508  DYNAMIC HT  -         263.924 (meters)     865.89  (feet)  COMP
 LA1508  MODELED GRAV-     980,090.2   (mgal)                       NAVD 88
 LA1508
 LA1508  VERT ORDER  -  SECOND    CLASS 0
 LA1508
 LA1508.The horizontal coordinates were scaled from a topographic map and have
 LA1508.an estimated accuracy of +/- 6 seconds.
 LA1508
 LA1508.The orthometric height was determined by differential leveling
 LA1508.and adjusted by the National Geodetic Survey in June 1991..
 LA1508
 LA1508.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1508.See file dsdata.txt to determine how the superseded data were derived.
 LA1508
 LA1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK197501(NAD 83)
 LA1508_MARKER: DB = BENCH MARK DISK
 LA1508_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1508_SP_SET: BRIDGE
 LA1508_STAMPING: B 219 1947
 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 = OCTOBER  6, 2006
 MD0593 ***********************************************************************
 MD0593  DESIGNATION -  B 22
 MD0593  PID         -  MD0593
 MD0593  STATE/COUNTY-  IN/STEUBEN
 MD0593  USGS QUAD   -  ANGOLA EAST (1993)
 MD0593
 MD0593                         *CURRENT SURVEY CONTROL
 MD0593  ___________________________________________________________________
 MD0593* NAD 83(1986)-  41 38 48.     (N)    084 59 57.     (W)     SCALED    
 MD0593* NAVD 88     -       319.267  (meters)    1047.46   (feet)  ADJUSTED  
 MD0593  ___________________________________________________________________
 MD0593  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 MD0593  DYNAMIC HT  -         319.146 (meters)    1047.06  (feet)  COMP
 MD0593  MODELED GRAV-     980,236.8   (mgal)                       NAVD 88
 MD0593
 MD0593  VERT ORDER  -  SECOND    CLASS 0
 MD0593
 MD0593.The horizontal coordinates were scaled from a topographic map and have
 MD0593.an estimated accuracy of +/- 6 seconds.
 MD0593
 MD0593.The orthometric height was determined by differential leveling
 MD0593.and adjusted by the National Geodetic Survey in June 1991..
 MD0593
 MD0593.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0593.See file dsdata.txt to determine how the superseded data were derived.
 MD0593
 MD0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM666124(NAD 83)
 MD0593_MARKER: DB = BENCH MARK DISK
 MD0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0593_STAMPING: B 22 1934
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1965
 MD0593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1209 ***********************************************************************
 LA1209  DESIGNATION -  B 220
 LA1209  PID         -  LA1209
 LA1209  STATE/COUNTY-  IN/DELAWARE
 LA1209  USGS QUAD   -  WHEELING (1994)
 LA1209
 LA1209                         *CURRENT SURVEY CONTROL
 LA1209  ___________________________________________________________________
 LA1209* NAD 83(1986)-  40 18 22.     (N)    085 23 17.     (W)     SCALED    
 LA1209* NAVD 88     -       274.279  (meters)     899.86   (feet)  ADJUSTED  
 LA1209  ___________________________________________________________________
 LA1209  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 LA1209  DYNAMIC HT  -         274.137 (meters)     899.40  (feet)  COMP
 LA1209  MODELED GRAV-     980,098.7   (mgal)                       NAVD 88
 LA1209
 LA1209  VERT ORDER  -  SECOND    CLASS 0
 LA1209
 LA1209.The horizontal coordinates were scaled from a topographic map and have
 LA1209.an estimated accuracy of +/- 6 seconds.
 LA1209
 LA1209.The orthometric height was determined by differential leveling
 LA1209.and adjusted by the National Geodetic Survey in June 1991..
 LA1209
 LA1209.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1209.See file dsdata.txt to determine how the superseded data were derived.
 LA1209
 LA1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK369629(NAD 83)
 LA1209_MARKER: DB = BENCH MARK DISK
 LA1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1209_STAMPING: B 220 1947
 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 = OCTOBER  6, 2006
 LA0660 ***********************************************************************
 LA0660  DESIGNATION -  B 221
 LA0660  PID         -  LA0660
 LA0660  STATE/COUNTY-  IN/ADAMS
 LA0660  USGS QUAD   -  HOAGLAND (1994)
 LA0660
 LA0660                         *CURRENT SURVEY CONTROL
 LA0660  ___________________________________________________________________
 LA0660* NAD 83(1986)-  40 53 00.     (N)    084 57 52.     (W)     SCALED    
 LA0660* NAVD 88     -       245.744  (meters)     806.25   (feet)  ADJUSTED  
 LA0660  ___________________________________________________________________
 LA0660  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 LA0660  DYNAMIC HT  -         245.637 (meters)     805.89  (feet)  COMP
 LA0660  MODELED GRAV-     980,184.9   (mgal)                       NAVD 88
 LA0660
 LA0660  VERT ORDER  -  SECOND    CLASS 0
 LA0660
 LA0660.The horizontal coordinates were scaled from a topographic map and have
 LA0660.an estimated accuracy of +/- 6 seconds.
 LA0660
 LA0660.The orthometric height was determined by differential leveling
 LA0660.and adjusted by the National Geodetic Survey in June 1991..
 LA0660
 LA0660.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0660.See file dsdata.txt to determine how the superseded data were derived.
 LA0660
 LA0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL715278(NAD 83)
 LA0660_MARKER: DB = BENCH MARK DISK
 LA0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0660_STAMPING: B 221 1947
 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 = OCTOBER  6, 2006
 LA0855 ***********************************************************************
 LA0855  DESIGNATION -  B 222
 LA0855  PID         -  LA0855
 LA0855  STATE/COUNTY-  IN/ALLEN
 LA0855  USGS QUAD   -  POE (1994)
 LA0855
 LA0855                         *CURRENT SURVEY CONTROL
 LA0855  ___________________________________________________________________
 LA0855* NAD 83(1986)-  40 56 29.     (N)    085 04 28.     (W)     SCALED    
 LA0855* NAVD 88     -       242.121  (meters)     794.36   (feet)  ADJUSTED  
 LA0855  ___________________________________________________________________
 LA0855  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 LA0855  DYNAMIC HT  -         242.017 (meters)     794.02  (feet)  COMP
 LA0855  MODELED GRAV-     980,189.4   (mgal)                       NAVD 88
 LA0855
 LA0855  VERT ORDER  -  SECOND    CLASS 0
 LA0855
 LA0855.The horizontal coordinates were scaled from a topographic map and have
 LA0855.an estimated accuracy of +/- 6 seconds.
 LA0855
 LA0855.The orthometric height was determined by differential leveling
 LA0855.and adjusted by the National Geodetic Survey in June 1991..
 LA0855
 LA0855.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0855.See file dsdata.txt to determine how the superseded data were derived.
 LA0855
 LA0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL620340(NAD 83)
 LA0855_MARKER: DB = BENCH MARK DISK
 LA0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0855_STAMPING: B-222-1947
 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             NGS
 LA0855
 LA0855                          STATION DESCRIPTION
 LA0855
 LA0855'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0557 ***********************************************************************
 MD0557  DESIGNATION -  B 223
 MD0557  PID         -  MD0557
 MD0557  STATE/COUNTY-  IN/ALLEN
 MD0557  USGS QUAD   -  MAPLES (1992)
 MD0557
 MD0557                         *CURRENT SURVEY CONTROL
 MD0557  ___________________________________________________________________
 MD0557* NAD 83(1986)-  41 00 26.     (N)    084 55 51.     (W)     SCALED    
 MD0557* NAVD 88     -       240.591  (meters)     789.34   (feet)  ADJUSTED  
 MD0557  ___________________________________________________________________
 MD0557  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 MD0557  DYNAMIC HT  -         240.491 (meters)     789.01  (feet)  COMP
 MD0557  MODELED GRAV-     980,203.5   (mgal)                       NAVD 88
 MD0557
 MD0557  VERT ORDER  -  SECOND    CLASS 0
 MD0557
 MD0557.The horizontal coordinates were scaled from a topographic map and have
 MD0557.an estimated accuracy of +/- 6 seconds.
 MD0557
 MD0557.The orthometric height was determined by differential leveling
 MD0557.and adjusted by the National Geodetic Survey in June 1991..
 MD0557
 MD0557.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0557.See file dsdata.txt to determine how the superseded data were derived.
 MD0557
 MD0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL740416(NAD 83)
 MD0557_MARKER: DB = BENCH MARK DISK
 MD0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0557_STAMPING: B 223 1947
 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             NGS
 MD0557
 MD0557                          STATION DESCRIPTION
 MD0557
 MD0557'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0624 ***********************************************************************
 LA0624  DESIGNATION -  B 224
 LA0624  PID         -  LA0624
 LA0624  STATE/COUNTY-  IN/ADAMS
 LA0624  USGS QUAD   -  DECATUR (1992)
 LA0624
 LA0624                         *CURRENT SURVEY CONTROL
 LA0624  ___________________________________________________________________
 LA0624* NAD 83(1986)-  40 46 26.     (N)    084 56 15.     (W)     SCALED    
 LA0624* NAVD 88     -       248.401  (meters)     814.96   (feet)  ADJUSTED  
 LA0624  ___________________________________________________________________
 LA0624  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 LA0624  DYNAMIC HT  -         248.289 (meters)     814.59  (feet)  COMP
 LA0624  MODELED GRAV-     980,166.2   (mgal)                       NAVD 88
 LA0624
 LA0624  VERT ORDER  -  SECOND    CLASS 0
 LA0624
 LA0624.The horizontal coordinates were scaled from a topographic map and have
 LA0624.an estimated accuracy of +/- 6 seconds.
 LA0624
 LA0624.The orthometric height was determined by differential leveling
 LA0624.and adjusted by the National Geodetic Survey in June 1991..
 LA0624
 LA0624.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0624.See file dsdata.txt to determine how the superseded data were derived.
 LA0624
 LA0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL740157(NAD 83)
 LA0624_MARKER: DB = BENCH MARK DISK
 LA0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0624_STAMPING: B 224 1947
 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 = OCTOBER  6, 2006
 LA0821 ***********************************************************************
 LA0821  DESIGNATION -  B 225
 LA0821  PID         -  LA0821
 LA0821  STATE/COUNTY-  IN/JAY
 LA0821  USGS QUAD   -  PETROLEUM (1962)
 LA0821
 LA0821                         *CURRENT SURVEY CONTROL
 LA0821  ___________________________________________________________________
 LA0821* NAD 83(1986)-  40 32 18.     (N)    085 08 58.     (W)     SCALED    
 LA0821* NAVD 88     -       271.431  (meters)     890.52   (feet)  ADJUSTED  
 LA0821  ___________________________________________________________________
 LA0821  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 LA0821  DYNAMIC HT  -         271.296 (meters)     890.08  (feet)  COMP
 LA0821  MODELED GRAV-     980,119.6   (mgal)                       NAVD 88
 LA0821
 LA0821  VERT ORDER  -  SECOND    CLASS 0
 LA0821
 LA0821.The horizontal coordinates were scaled from a topographic map and have
 LA0821.an estimated accuracy of +/- 6 seconds.
 LA0821
 LA0821.The orthometric height was determined by differential leveling
 LA0821.and adjusted by the National Geodetic Survey in June 1991..
 LA0821
 LA0821.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0821.See file dsdata.txt to determine how the superseded data were derived.
 LA0821
 LA0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK567891(NAD 83)
 LA0821_MARKER: DB = BENCH MARK DISK
 LA0821_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0821_SP_SET: CULVERT
 LA0821_STAMPING: B 225 1947
 LA0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA0642 ***********************************************************************
 LA0642  DESIGNATION -  B 226
 LA0642  PID         -  LA0642
 LA0642  STATE/COUNTY-  IN/ADAMS
 LA0642  USGS QUAD   -  GENEVA (1994)
 LA0642
 LA0642                         *CURRENT SURVEY CONTROL
 LA0642  ___________________________________________________________________
 LA0642* NAD 83(1986)-  40 35 44.     (N)    084 57 36.     (W)     SCALED    
 LA0642* NAVD 88     -       257.275  (meters)     844.08   (feet)  ADJUSTED  
 LA0642  ___________________________________________________________________
 LA0642  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 LA0642  DYNAMIC HT  -         257.152 (meters)     843.67  (feet)  COMP
 LA0642  MODELED GRAV-     980,140.0   (mgal)                       NAVD 88
 LA0642
 LA0642  VERT ORDER  -  SECOND    CLASS 0
 LA0642
 LA0642.The horizontal coordinates were scaled from a topographic map and have
 LA0642.an estimated accuracy of +/- 6 seconds.
 LA0642
 LA0642.The orthometric height was determined by differential leveling
 LA0642.and adjusted by the National Geodetic Survey in June 1991..
 LA0642
 LA0642.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0642.See file dsdata.txt to determine how the superseded data were derived.
 LA0642
 LA0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK726958(NAD 83)
 LA0642_MARKER: DB = BENCH MARK DISK
 LA0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0642_STAMPING: B 226 1947
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1960
 LA0642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0574 ***********************************************************************
 LA0574  DESIGNATION -  B 227
 LA0574  PID         -  LA0574
 LA0574  STATE/COUNTY-  IN/ADAMS
 LA0574  USGS QUAD   -  WILLSHIRE (1960)
 LA0574
 LA0574                         *CURRENT SURVEY CONTROL
 LA0574  ___________________________________________________________________
 LA0574* NAD 83(1986)-  40 39 36.     (N)    084 49 15.     (W)     SCALED    
 LA0574* NAVD 88     -       253.731  (meters)     832.45   (feet)  ADJUSTED  
 LA0574  ___________________________________________________________________
 LA0574  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 LA0574  DYNAMIC HT  -         253.613 (meters)     832.06  (feet)  COMP
 LA0574  MODELED GRAV-     980,152.6   (mgal)                       NAVD 88
 LA0574
 LA0574  VERT ORDER  -  SECOND    CLASS 0
 LA0574
 LA0574.The horizontal coordinates were scaled from a topographic map and have
 LA0574.an estimated accuracy of +/- 6 seconds.
 LA0574
 LA0574.The orthometric height was determined by differential leveling
 LA0574.and adjusted by the National Geodetic Survey in June 1991..
 LA0574
 LA0574.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0574.See file dsdata.txt to determine how the superseded data were derived.
 LA0574
 LA0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL842032(NAD 83)
 LA0574_MARKER: DB = BENCH MARK DISK
 LA0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0574_STAMPING: B 227 1947
 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 = OCTOBER  6, 2006
 LA0441 ***********************************************************************
 LA0441  DESIGNATION -  B 228
 LA0441  PID         -  LA0441
 LA0441  STATE/COUNTY-  IN/RANDOLPH
 LA0441  USGS QUAD   -  UNION CITY (1994)
 LA0441
 LA0441                         *CURRENT SURVEY CONTROL
 LA0441  ___________________________________________________________________
 LA0441* NAD 83(1986)-  40 08 11.     (N)    084 49 37.     (W)     SCALED    
 LA0441* NAVD 88     -       343.621  (meters)    1127.36   (feet)  ADJUSTED  
 LA0441  ___________________________________________________________________
 LA0441  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 LA0441  DYNAMIC HT  -         343.434 (meters)    1126.75  (feet)  COMP
 LA0441  MODELED GRAV-     980,072.5   (mgal)                       NAVD 88
 LA0441
 LA0441  VERT ORDER  -  SECOND    CLASS 0
 LA0441
 LA0441.The horizontal coordinates were scaled from a topographic map and have
 LA0441.an estimated accuracy of +/- 6 seconds.
 LA0441
 LA0441.The orthometric height was determined by differential leveling
 LA0441.and adjusted by the National Geodetic Survey in June 1991..
 LA0441
 LA0441.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0441.See file dsdata.txt to determine how the superseded data were derived.
 LA0441
 LA0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK851451(NAD 83)
 LA0441_MARKER: DB = BENCH MARK DISK
 LA0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0441_STAMPING: B 228 1947
 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 = OCTOBER  6, 2006
 LA0411 ***********************************************************************
 LA0411  DESIGNATION -  B 229
 LA0411  PID         -  LA0411
 LA0411  STATE/COUNTY-  IN/RANDOLPH
 LA0411  USGS QUAD   -  WINCHESTER (1994)
 LA0411
 LA0411                         *CURRENT SURVEY CONTROL
 LA0411  ___________________________________________________________________
 LA0411* NAD 83(1986)-  40 09 01.     (N)    084 59 26.     (W)     SCALED    
 LA0411* NAVD 88     -       341.784  (meters)    1121.34   (feet)  ADJUSTED  
 LA0411  ___________________________________________________________________
 LA0411  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 LA0411  DYNAMIC HT  -         341.600 (meters)    1120.73  (feet)  COMP
 LA0411  MODELED GRAV-     980,078.1   (mgal)                       NAVD 88
 LA0411
 LA0411  VERT ORDER  -  SECOND    CLASS 0
 LA0411
 LA0411.The horizontal coordinates were scaled from a topographic map and have
 LA0411.an estimated accuracy of +/- 6 seconds.
 LA0411
 LA0411.The orthometric height was determined by differential leveling
 LA0411.and adjusted by the National Geodetic Survey in June 1991..
 LA0411
 LA0411.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0411.See file dsdata.txt to determine how the superseded data were derived.
 LA0411
 LA0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK711463(NAD 83)
 LA0411_MARKER: DB = BENCH MARK DISK
 LA0411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0411_SP_SET: WALL
 LA0411_STAMPING: B 229 1947
 LA0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA0779 ***********************************************************************
 LA0779  DESIGNATION -  B 23
 LA0779  PID         -  LA0779
 LA0779  STATE/COUNTY-  IN/ALLEN
 LA0779  USGS QUAD   -  FORT WAYNE WEST (1981)
 LA0779
 LA0779                         *CURRENT SURVEY CONTROL
 LA0779  ___________________________________________________________________
 LA0779* NAD 83(1986)-  41 00 01.     (N)    085 10 07.     (W)     SCALED    
 LA0779* NAVD 88     -       241.996  (meters)     793.95   (feet)  ADJUSTED  
 LA0779  ___________________________________________________________________
 LA0779  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 LA0779  DYNAMIC HT  -         241.894 (meters)     793.61  (feet)  COMP
 LA0779  MODELED GRAV-     980,195.9   (mgal)                       NAVD 88
 LA0779
 LA0779  VERT ORDER  -  SECOND    CLASS 0
 LA0779
 LA0779.The horizontal coordinates were scaled from a topographic map and have
 LA0779.an estimated accuracy of +/- 6 seconds.
 LA0779
 LA0779.The orthometric height was determined by differential leveling
 LA0779.and adjusted by the National Geodetic Survey in June 1991..
 LA0779.WARNING-Repeat measurements at this control monument indicate possible
 LA0779.vertical movement.
 LA0779
 LA0779.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0779.See file dsdata.txt to determine how the superseded data were derived.
 LA0779
 LA0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL540404(NAD 83)
 LA0779_MARKER: DB = BENCH MARK DISK
 LA0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0779_STAMPING: B-23-1934
 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 = OCTOBER  6, 2006
 JZ1190 ***********************************************************************
 JZ1190  DESIGNATION -  B 230
 JZ1190  PID         -  JZ1190
 JZ1190  STATE/COUNTY-  IN/WAYNE
 JZ1190  USGS QUAD   -  WHITEWATER (1960)
 JZ1190
 JZ1190                         *CURRENT SURVEY CONTROL
 JZ1190  ___________________________________________________________________
 JZ1190* NAD 83(1986)-  39 59 14.     (N)    084 49 11.     (W)     SCALED    
 JZ1190* NAVD 88     -       361.396  (meters)    1185.68   (feet)  ADJUSTED  
 JZ1190  ___________________________________________________________________
 JZ1190  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 JZ1190  DYNAMIC HT  -         361.189 (meters)    1185.00  (feet)  COMP
 JZ1190  MODELED GRAV-     980,042.6   (mgal)                       NAVD 88
 JZ1190
 JZ1190  VERT ORDER  -  SECOND    CLASS 0
 JZ1190
 JZ1190.The horizontal coordinates were scaled from a topographic map and have
 JZ1190.an estimated accuracy of +/- 6 seconds.
 JZ1190
 JZ1190.The orthometric height was determined by differential leveling
 JZ1190.and adjusted by the National Geodetic Survey in June 1991..
 JZ1190
 JZ1190.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1190.See file dsdata.txt to determine how the superseded data were derived.
 JZ1190
 JZ1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK861286(NAD 83)
 JZ1190_MARKER: DB = BENCH MARK DISK
 JZ1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1190_STAMPING: B 230 1947
 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 = OCTOBER  6, 2006
 LA1094 ***********************************************************************
 LA1094  DESIGNATION -  B 231
 LA1094  PID         -  LA1094
 LA1094  STATE/COUNTY-  IN/JAY
 LA1094  USGS QUAD   -  BLAINE (1994)
 LA1094
 LA1094                         *CURRENT SURVEY CONTROL
 LA1094  ___________________________________________________________________
 LA1094* NAD 83(1986)-  40 24 36.     (N)    085 00 39.     (W)     SCALED    
 LA1094* NAVD 88     -       278.745  (meters)     914.52   (feet)  ADJUSTED  
 LA1094  ___________________________________________________________________
 LA1094  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 LA1094  DYNAMIC HT  -         278.605 (meters)     914.06  (feet)  COMP
 LA1094  MODELED GRAV-     980,117.3   (mgal)                       NAVD 88
 LA1094
 LA1094  VERT ORDER  -  SECOND    CLASS 0
 LA1094
 LA1094.The horizontal coordinates were scaled from a topographic map and have
 LA1094.an estimated accuracy of +/- 6 seconds.
 LA1094
 LA1094.The orthometric height was determined by differential leveling
 LA1094.and adjusted by the National Geodetic Survey in June 1991..
 LA1094
 LA1094.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1094.See file dsdata.txt to determine how the superseded data were derived.
 LA1094
 LA1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK687751(NAD 83)
 LA1094_MARKER: DB = BENCH MARK DISK
 LA1094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1094_SP_SET: CULVERT
 LA1094_STAMPING: B 231 1947
 LA1094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA0309 ***********************************************************************
 LA0309  DESIGNATION -  B 232
 LA0309  PID         -  LA0309
 LA0309  STATE/COUNTY-  IN/JAY
 LA0309  USGS QUAD   -  COSMOS (1994)
 LA0309
 LA0309                         *CURRENT SURVEY CONTROL
 LA0309  ___________________________________________________________________
 LA0309* NAD 83(1986)-  40 18 35.     (N)    084 49 31.     (W)     SCALED    
 LA0309* NAVD 88     -       328.227  (meters)    1076.86   (feet)  ADJUSTED  
 LA0309  ___________________________________________________________________
 LA0309  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 LA0309  DYNAMIC HT  -         328.060 (meters)    1076.31  (feet)  COMP
 LA0309  MODELED GRAV-     980,107.9   (mgal)                       NAVD 88
 LA0309
 LA0309  VERT ORDER  -  SECOND    CLASS 0
 LA0309
 LA0309.The horizontal coordinates were scaled from a topographic map and have
 LA0309.an estimated accuracy of +/- 6 seconds.
 LA0309
 LA0309.The orthometric height was determined by differential leveling
 LA0309.and adjusted by the National Geodetic Survey in June 1991..
 LA0309
 LA0309.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0309.See file dsdata.txt to determine how the superseded data were derived.
 LA0309
 LA0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK848644(NAD 83)
 LA0309_MARKER: DB = BENCH MARK DISK
 LA0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0309_SP_SET: BRICK GATE POST
 LA0309_STAMPING: B 232 1947
 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 = OCTOBER  6, 2006
 LA0348 ***********************************************************************
 LA0348  DESIGNATION -  B 233
 LA0348  PID         -  LA0348
 LA0348  STATE/COUNTY-  IN/JAY
 LA0348  USGS QUAD   -  PORTLAND (1992)
 LA0348
 LA0348                         *CURRENT SURVEY CONTROL
 LA0348  ___________________________________________________________________
 LA0348* NAD 83(1986)-  40 23 48.     (N)    084 54 04.     (W)     SCALED    
 LA0348* NAVD 88     -       285.642  (meters)     937.14   (feet)  ADJUSTED  
 LA0348  ___________________________________________________________________
 LA0348  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 LA0348  DYNAMIC HT  -         285.500 (meters)     936.68  (feet)  COMP
 LA0348  MODELED GRAV-     980,121.3   (mgal)                       NAVD 88
 LA0348
 LA0348  VERT ORDER  -  SECOND    CLASS 0
 LA0348
 LA0348.The horizontal coordinates were scaled from a topographic map and have
 LA0348.an estimated accuracy of +/- 6 seconds.
 LA0348
 LA0348.The orthometric height was determined by differential leveling
 LA0348.and adjusted by the National Geodetic Survey in June 1991..
 LA0348
 LA0348.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0348.See file dsdata.txt to determine how the superseded data were derived.
 LA0348
 LA0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK781739(NAD 83)
 LA0348_MARKER: DB = BENCH MARK DISK
 LA0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0348_STAMPING: B 233 1947
 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 = OCTOBER  6, 2006
 LA1202 ***********************************************************************
 LA1202  DESIGNATION -  B 234
 LA1202  PID         -  LA1202
 LA1202  STATE/COUNTY-  IN/DELAWARE
 LA1202  USGS QUAD   -  EATON (1981)
 LA1202
 LA1202                         *CURRENT SURVEY CONTROL
 LA1202  ___________________________________________________________________
 LA1202* NAD 83(1986)-  40 19 57.     (N)    085 19 25.     (W)     SCALED    
 LA1202* NAVD 88     -       287.229  (meters)     942.35   (feet)  ADJUSTED  
 LA1202  ___________________________________________________________________
 LA1202  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 LA1202  DYNAMIC HT  -         287.081 (meters)     941.86  (feet)  COMP
 LA1202  MODELED GRAV-     980,100.6   (mgal)                       NAVD 88
 LA1202
 LA1202  VERT ORDER  -  SECOND    CLASS 0
 LA1202
 LA1202.The horizontal coordinates were scaled from a topographic map and have
 LA1202.an estimated accuracy of +/- 6 seconds.
 LA1202
 LA1202.The orthometric height was determined by differential leveling
 LA1202.and adjusted by the National Geodetic Survey in June 1991..
 LA1202
 LA1202.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1202.See file dsdata.txt to determine how the superseded data were derived.
 LA1202
 LA1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK424660(NAD 83)
 LA1202_MARKER: DB = BENCH MARK DISK
 LA1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1202_STAMPING: B 234 1947
 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 = OCTOBER  6, 2006
 JZ2373 ***********************************************************************
 JZ2373  DESIGNATION -  B 235
 JZ2373  PID         -  JZ2373
 JZ2373  STATE/COUNTY-  IN/MADISON
 JZ2373  USGS QUAD   -  INGALLS (1981)
 JZ2373
 JZ2373                         *CURRENT SURVEY CONTROL
 JZ2373  ___________________________________________________________________
 JZ2373* NAD 83(1986)-  39 57 36.     (N)    085 47 49.     (W)     SCALED    
 JZ2373* NAVD 88     -       264.834  (meters)     868.88   (feet)  ADJUSTED  
 JZ2373  ___________________________________________________________________
 JZ2373  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ2373  DYNAMIC HT  -         264.687 (meters)     868.39  (feet)  COMP
 JZ2373  MODELED GRAV-     980,063.8   (mgal)                       NAVD 88
 JZ2373
 JZ2373  VERT ORDER  -  FIRST     CLASS II
 JZ2373
 JZ2373.The horizontal coordinates were scaled from a topographic map and have
 JZ2373.an estimated accuracy of +/- 6 seconds.
 JZ2373
 JZ2373.The orthometric height was determined by differential leveling
 JZ2373.and adjusted by the National Geodetic Survey in June 1991..
 JZ2373
 JZ2373.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2373.See file dsdata.txt to determine how the superseded data were derived.
 JZ2373
 JZ2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK027240(NAD 83)
 JZ2373_MARKER: DB = BENCH MARK DISK
 JZ2373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2373_STAMPING: B 235 1947
 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 = OCTOBER  6, 2006
 LA1577 ***********************************************************************
 LA1577  DESIGNATION -  B 236
 LA1577  PID         -  LA1577
 LA1577  STATE/COUNTY-  IN/MADISON
 LA1577  USGS QUAD   -  LAPEL (1994)
 LA1577
 LA1577                         *CURRENT SURVEY CONTROL
 LA1577  ___________________________________________________________________
 LA1577* NAD 83(1986)-  40 03 36.     (N)    085 50 38.     (W)     SCALED    
 LA1577* NAVD 88     -       263.808  (meters)     865.51   (feet)  ADJUSTED  
 LA1577  ___________________________________________________________________
 LA1577  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 LA1577  DYNAMIC HT  -         263.665 (meters)     865.04  (feet)  COMP
 LA1577  MODELED GRAV-     980,075.3   (mgal)                       NAVD 88
 LA1577
 LA1577  VERT ORDER  -  SECOND    CLASS 0
 LA1577
 LA1577.The horizontal coordinates were scaled from a topographic map and have
 LA1577.an estimated accuracy of +/- 6 seconds.
 LA1577
 LA1577.The orthometric height was determined by differential leveling
 LA1577.and adjusted by the National Geodetic Survey in June 1991..
 LA1577
 LA1577.The geoid height was determined by GEOID03.
 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     -   534,200.       84,880.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1577.See file dsdata.txt to determine how the superseded data were derived.
 LA1577
 LA1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK986350(NAD 83)
 LA1577_MARKER: DB = BENCH MARK DISK
 LA1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1577_STAMPING: B 236 1947
 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 = OCTOBER  6, 2006
 KA0267 ***********************************************************************
 KA0267  DESIGNATION -  B 237
 KA0267  PID         -  KA0267
 KA0267  STATE/COUNTY-  IN/MARION
 KA0267  USGS QUAD   -  CARMEL (1988)
 KA0267
 KA0267                         *CURRENT SURVEY CONTROL
 KA0267  ___________________________________________________________________
 KA0267* NAD 83(1986)-  39 54 44.     (N)    086 08 11.     (W)     SCALED    
 KA0267* NAVD 88     -       238.613  (meters)     782.85   (feet)  ADJUSTED  
 KA0267  ___________________________________________________________________
 KA0267  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KA0267  DYNAMIC HT  -         238.482 (meters)     782.42  (feet)  COMP
 KA0267  MODELED GRAV-     980,069.0   (mgal)                       NAVD 88
 KA0267
 KA0267  VERT ORDER  -  SECOND    CLASS 0
 KA0267
 KA0267.The horizontal coordinates were scaled from a topographic map and have
 KA0267.an estimated accuracy of +/- 6 seconds.
 KA0267
 KA0267.The orthometric height was determined by differential leveling
 KA0267.and adjusted by the National Geodetic Survey in June 1991..
 KA0267
 KA0267.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0267.See file dsdata.txt to determine how the superseded data were derived.
 KA0267
 KA0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK738183(NAD 83)
 KA0267_MARKER: DB = BENCH MARK DISK
 KA0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0267_STAMPING: B 237 1947
 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   NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 JZ2466 ***********************************************************************
 JZ2466  DESIGNATION -  B 238
 JZ2466  PID         -  JZ2466
 JZ2466  STATE/COUNTY-  IN/MARION
 JZ2466  USGS QUAD   -  CUMBERLAND (1988)
 JZ2466
 JZ2466                         *CURRENT SURVEY CONTROL
 JZ2466  ___________________________________________________________________
 JZ2466* NAD 83(1986)-  39 46 57.     (N)    085 57 27.     (W)     SCALED    
 JZ2466* NAVD 88     -       260.842  (meters)     855.78   (feet)  ADJUSTED  
 JZ2466  ___________________________________________________________________
 JZ2466  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JZ2466  DYNAMIC HT  -         260.693 (meters)     855.29  (feet)  COMP
 JZ2466  MODELED GRAV-     980,048.7   (mgal)                       NAVD 88
 JZ2466
 JZ2466  VERT ORDER  -  SECOND    CLASS 0
 JZ2466
 JZ2466.The horizontal coordinates were scaled from a topographic map and have
 JZ2466.an estimated accuracy of +/- 6 seconds.
 JZ2466
 JZ2466.The orthometric height was determined by differential leveling
 JZ2466.and adjusted by the National Geodetic Survey in June 1991..
 JZ2466
 JZ2466.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2466.See file dsdata.txt to determine how the superseded data were derived.
 JZ2466
 JZ2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK892041(NAD 83)
 JZ2466_MARKER: DB = BENCH MARK DISK
 JZ2466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2466_SP_SET: CONCRETE POST
 JZ2466_STAMPING: B 238 1947
 JZ2466_MARK LOGO: CGS   
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2570 ***********************************************************************
 JZ2570  DESIGNATION -  B 239
 JZ2570  PID         -  JZ2570
 JZ2570  STATE/COUNTY-  IN/SHELBY
 JZ2570  USGS QUAD   -  ACTON (1981)
 JZ2570
 JZ2570                         *CURRENT SURVEY CONTROL
 JZ2570  ___________________________________________________________________
 JZ2570* NAD 83(1986)-  39 40 59.     (N)    085 52 38.     (W)     SCALED    
 JZ2570* NAVD 88     -       246.617  (meters)     809.11   (feet)  ADJUSTED  
 JZ2570  ___________________________________________________________________
 JZ2570  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JZ2570  DYNAMIC HT  -         246.475 (meters)     808.64  (feet)  COMP
 JZ2570  MODELED GRAV-     980,046.0   (mgal)                       NAVD 88
 JZ2570
 JZ2570  VERT ORDER  -  SECOND    CLASS 0
 JZ2570
 JZ2570.The horizontal coordinates were scaled from a topographic map and have
 JZ2570.an estimated accuracy of +/- 6 seconds.
 JZ2570
 JZ2570.The orthometric height was determined by differential leveling
 JZ2570.and adjusted by the National Geodetic Survey in June 1991..
 JZ2570
 JZ2570.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2570.See file dsdata.txt to determine how the superseded data were derived.
 JZ2570
 JZ2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ962931(NAD 83)
 JZ2570_MARKER: DB = BENCH MARK DISK
 JZ2570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2570_STAMPING: B 239 1947
 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 = OCTOBER  6, 2006
 ME0694 ***********************************************************************
 ME0694  DESIGNATION -  B 24
 ME0694  PID         -  ME0694
 ME0694  STATE/COUNTY-  IN/STARKE
 ME0694  USGS QUAD   -  KNOX WEST (1980)
 ME0694
 ME0694                         *CURRENT SURVEY CONTROL
 ME0694  ___________________________________________________________________
 ME0694* NAD 83(1986)-  41 17 54.     (N)    086 37 36.     (W)     SCALED    
 ME0694* NAVD 88     -       213.742  (meters)     701.25   (feet)  ADJUSTED  
 ME0694  ___________________________________________________________________
 ME0694  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME0694  DYNAMIC HT  -         213.654 (meters)     700.96  (feet)  COMP
 ME0694  MODELED GRAV-     980,206.9   (mgal)                       NAVD 88
 ME0694
 ME0694  VERT ORDER  -  SECOND    CLASS 0
 ME0694
 ME0694.The horizontal coordinates were scaled from a topographic map and have
 ME0694.an estimated accuracy of +/- 6 seconds.
 ME0694
 ME0694.The orthometric height was determined by differential leveling
 ME0694.and adjusted by the National Geodetic Survey in June 1991..
 ME0694.WARNING-Repeat measurements at this control monument indicate possible
 ME0694.vertical movement.
 ME0694
 ME0694.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0694.See file dsdata.txt to determine how the superseded data were derived.
 ME0694
 ME0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL312719(NAD 83)
 ME0694_MARKER: DB = BENCH MARK DISK
 ME0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0694_STAMPING: B 24 1934
 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             NGS
 ME0694  HISTORY     - 1973     GOOD             NGS
 ME0694  HISTORY     - 20031217 MARK NOT FOUND   SCHC
 ME0694
 ME0694                          STATION DESCRIPTION
 ME0694
 ME0694'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2551 ***********************************************************************
 JZ2551  DESIGNATION -  B 240
 JZ2551  PID         -  JZ2551
 JZ2551  STATE/COUNTY-  IN/SHELBY
 JZ2551  USGS QUAD   -  MORRISTOWN (1956)
 JZ2551
 JZ2551                         *CURRENT SURVEY CONTROL
 JZ2551  ___________________________________________________________________
 JZ2551* NAD 83(1986)-  39 38 50.     (N)    085 41 12.     (W)     SCALED    
 JZ2551* NAVD 88     -       268.730  (meters)     881.66   (feet)  ADJUSTED  
 JZ2551  ___________________________________________________________________
 JZ2551  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ2551  DYNAMIC HT  -         268.573 (meters)     881.14  (feet)  COMP
 JZ2551  MODELED GRAV-     980,035.3   (mgal)                       NAVD 88
 JZ2551
 JZ2551  VERT ORDER  -  SECOND    CLASS 0
 JZ2551
 JZ2551.The horizontal coordinates were scaled from a topographic map and have
 JZ2551.an estimated accuracy of +/- 6 seconds.
 JZ2551
 JZ2551.The orthometric height was determined by differential leveling
 JZ2551.and adjusted by the National Geodetic Survey in June 1991..
 JZ2551
 JZ2551.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2551.See file dsdata.txt to determine how the superseded data were derived.
 JZ2551
 JZ2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ126894(NAD 83)
 JZ2551_MARKER: DB = BENCH MARK DISK
 JZ2551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2551_STAMPING: B 240 1947
 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 = OCTOBER  6, 2006
 JZ2489 ***********************************************************************
 JZ2489  DESIGNATION -  B 241
 JZ2489  PID         -  JZ2489
 JZ2489  STATE/COUNTY-  IN/HANCOCK
 JZ2489  USGS QUAD   -  GREENFIELD (1983)
 JZ2489
 JZ2489                         *CURRENT SURVEY CONTROL
 JZ2489  ___________________________________________________________________
 JZ2489* NAD 83(1986)-  39 48 48.     (N)    085 50 24.     (W)     SCALED    
 JZ2489* NAVD 88     -       260.892  (meters)     855.94   (feet)  ADJUSTED  
 JZ2489  ___________________________________________________________________
 JZ2489  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JZ2489  DYNAMIC HT  -         260.743 (meters)     855.45  (feet)  COMP
 JZ2489  MODELED GRAV-     980,047.9   (mgal)                       NAVD 88
 JZ2489
 JZ2489  VERT ORDER  -  SECOND    CLASS 0
 JZ2489
 JZ2489.The horizontal coordinates were scaled from a topographic map and have
 JZ2489.an estimated accuracy of +/- 6 seconds.
 JZ2489
 JZ2489.The orthometric height was determined by differential leveling
 JZ2489.and adjusted by the National Geodetic Survey in June 1991..
 JZ2489
 JZ2489.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2489.See file dsdata.txt to determine how the superseded data were derived.
 JZ2489
 JZ2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK992076(NAD 83)
 JZ2489_MARKER: DB = BENCH MARK DISK
 JZ2489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2489_SP_SET: 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
 JZ2489  HISTORY     - Date     Condition        Report By
 JZ2489  HISTORY     - 1947     MONUMENTED       CGS
 JZ2489  HISTORY     - 20000101 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2531 ***********************************************************************
 JZ2531  DESIGNATION -  B 242
 JZ2531  PID         -  JZ2531
 JZ2531  STATE/COUNTY-  IN/HANCOCK
 JZ2531  USGS QUAD   -  PENDLETON (1966)
 JZ2531
 JZ2531                         *CURRENT SURVEY CONTROL
 JZ2531  ___________________________________________________________________
 JZ2531* NAD 83(1986)-  39 53 13.     (N)    085 41 30.     (W)     SCALED    
 JZ2531* NAVD 88     -       284.131  (meters)     932.19   (feet)  ADJUSTED  
 JZ2531  ___________________________________________________________________
 JZ2531  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JZ2531  DYNAMIC HT  -         283.970 (meters)     931.66  (feet)  COMP
 JZ2531  MODELED GRAV-     980,052.1   (mgal)                       NAVD 88
 JZ2531
 JZ2531  VERT ORDER  -  SECOND    CLASS 0
 JZ2531
 JZ2531.The horizontal coordinates were scaled from a topographic map and have
 JZ2531.an estimated accuracy of +/- 6 seconds.
 JZ2531
 JZ2531.The orthometric height was determined by differential leveling
 JZ2531.and adjusted by the National Geodetic Survey in June 1991..
 JZ2531
 JZ2531.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2531.See file dsdata.txt to determine how the superseded data were derived.
 JZ2531
 JZ2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK118160(NAD 83)
 JZ2531_MARKER: DB = BENCH MARK DISK
 JZ2531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2531_STAMPING: B 242 1947
 JZ2531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2531+STABILITY: SURFACE MOTION
 JZ2531
 JZ2531  HISTORY     - Date     Condition        Report By
 JZ2531  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0193 ***********************************************************************
 KA0193  DESIGNATION -  B 243
 KA0193  PID         -  KA0193
 KA0193  STATE/COUNTY-  IN/MARION
 KA0193  USGS QUAD   -  INDIANAPOLIS EAST (1980)
 KA0193
 KA0193                         *CURRENT SURVEY CONTROL
 KA0193  ___________________________________________________________________
 KA0193* NAD 83(1986)-  39 46 20.     (N)    086 02 11.     (W)     SCALED    
 KA0193* NAVD 88     -       260.368  (meters)     854.22   (feet)  POSTED    
 KA0193  ___________________________________________________________________
 KA0193  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KA0193  DYNAMIC HT  -         260.220 (meters)     853.74  (feet)  COMP
 KA0193  MODELED GRAV-     980,053.3   (mgal)                       NAVD 88
 KA0193
 KA0193  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KA0193
 KA0193.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KA0193.rate of 3.1 thru 4.0 mm/km.
 KA0193
 KA0193.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0193.See file dsdata.txt to determine how the superseded data were derived.
 KA0193
 KA0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK825029(NAD 83)
 KA0193_MARKER: DB = BENCH MARK DISK
 KA0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0193_STAMPING: B 243 1947
 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 = OCTOBER  6, 2006
 JZ2528 ***********************************************************************
 JZ2528  DESIGNATION -  B 244
 JZ2528  PID         -  JZ2528
 JZ2528  STATE/COUNTY-  IN/HENRY
 JZ2528  USGS QUAD   -  KNIGHTSTOWN (1981)
 JZ2528
 JZ2528                         *CURRENT SURVEY CONTROL
 JZ2528  ___________________________________________________________________
 JZ2528* NAD 83(1986)-  39 47 33.     (N)    085 34 50.     (W)     SCALED    
 JZ2528* NAVD 88     -       296.770  (meters)     973.65   (feet)  ADJUSTED  
 JZ2528  ___________________________________________________________________
 JZ2528  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ2528  DYNAMIC HT  -         296.601 (meters)     973.10  (feet)  COMP
 JZ2528  MODELED GRAV-     980,047.1   (mgal)                       NAVD 88
 JZ2528
 JZ2528  VERT ORDER  -  SECOND    CLASS 0
 JZ2528
 JZ2528.The horizontal coordinates were scaled from a topographic map and have
 JZ2528.an estimated accuracy of +/- 6 seconds.
 JZ2528
 JZ2528.The orthometric height was determined by differential leveling
 JZ2528.and adjusted by the National Geodetic Survey in June 1991..
 JZ2528
 JZ2528.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2528.See file dsdata.txt to determine how the superseded data were derived.
 JZ2528
 JZ2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK215056(NAD 83)
 JZ2528_MARKER: DB = BENCH MARK DISK
 JZ2528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2528_STAMPING: B 244 1947
 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 = OCTOBER  6, 2006
 JZ2607 ***********************************************************************
 JZ2607  DESIGNATION -  B 245
 JZ2607  PID         -  JZ2607
 JZ2607  STATE/COUNTY-  IN/SHELBY
 JZ2607  USGS QUAD   -  FOUNTAINTOWN (1952)
 JZ2607
 JZ2607                         *CURRENT SURVEY CONTROL
 JZ2607  ___________________________________________________________________
 JZ2607* NAD 83(1986)-  39 40 08.     (N)    085 49 11.     (W)     SCALED    
 JZ2607* NAVD 88     -       250.508  (meters)     821.88   (feet)  ADJUSTED  
 JZ2607  ___________________________________________________________________
 JZ2607  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JZ2607  DYNAMIC HT  -         250.363 (meters)     821.40  (feet)  COMP
 JZ2607  MODELED GRAV-     980,043.5   (mgal)                       NAVD 88
 JZ2607
 JZ2607  VERT ORDER  -  SECOND    CLASS 0
 JZ2607
 JZ2607.The horizontal coordinates were scaled from a topographic map and have
 JZ2607.an estimated accuracy of +/- 6 seconds.
 JZ2607
 JZ2607.The orthometric height was determined by differential leveling
 JZ2607.and adjusted by the National Geodetic Survey in June 1991..
 JZ2607
 JZ2607.The geoid height was determined by GEOID03.
 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     -   490,770.       86,870.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2607.See file dsdata.txt to determine how the superseded data were derived.
 JZ2607
 JZ2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ012916(NAD 83)
 JZ2607_MARKER: DB = BENCH MARK DISK
 JZ2607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2607_STAMPING: B 245 1947
 JZ2607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2607+STABILITY: SURFACE MOTION
 JZ2607
 JZ2607  HISTORY     - Date     Condition        Report By
 JZ2607  HISTORY     - 1947     MONUMENTED       CGS
 JZ2607  HISTORY     - 1973     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0243 ***********************************************************************
 LA0243  DESIGNATION -  B 246
 LA0243  PID         -  LA0243
 LA0243  STATE/COUNTY-  IN/RANDOLPH
 LA0243  USGS QUAD   -  WINCHESTER (1994)
 LA0243
 LA0243                         *CURRENT SURVEY CONTROL
 LA0243  ___________________________________________________________________
 LA0243* NAD 83(1997)-  40 10 18.12785(N)    084 55 10.66832(W)     ADJUSTED  
 LA0243* NAVD 88     -       339.659  (meters)    1114.36   (feet)  ADJUSTED  
 LA0243  ___________________________________________________________________
 LA0243  X           -     432,197.702 (meters)                     COMP
 LA0243  Y           -  -4,861,490.978 (meters)                     COMP
 LA0243  Z           -   4,092,769.480 (meters)                     COMP
 LA0243  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 LA0243  ELLIP HEIGHT-         306.20  (meters)          (05/25/99) GPS OBS
 LA0243  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 LA0243  DYNAMIC HT  -         339.478 (meters)    1113.77  (feet)  COMP
 LA0243  MODELED GRAV-     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
 LA0243.and adjusted by the National Geodetic Survey in June 1991..
 LA0243
 LA0243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA0243
 LA0243.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA0243
 LA0243.The ellipsoidal height was determined by GPS observations
 LA0243.and is referenced to NAD 83.
 LA0243
 LA0243.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 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
 LA0243.Superseded values are not recommended for survey control.
 LA0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0243.See file dsdata.txt to determine how the superseded data were derived.
 LA0243
 LA0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7714148890(NAD 83)
 LA0243_MARKER: DB = BENCH MARK DISK
 LA0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0243_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 LA1121 ***********************************************************************
 LA1121  DESIGNATION -  B 247
 LA1121  PID         -  LA1121
 LA1121  STATE/COUNTY-  IN/HENRY
 LA1121  USGS QUAD   -  MOUNT PLEASANT (1988)
 LA1121
 LA1121                         *CURRENT SURVEY CONTROL
 LA1121  ___________________________________________________________________
 LA1121* NAD 83(1986)-  40 03 42.     (N)    085 19 38.     (W)     SCALED    
 LA1121* NAVD 88     -       307.003  (meters)    1007.23   (feet)  ADJUSTED  
 LA1121  ___________________________________________________________________
 LA1121  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 LA1121  DYNAMIC HT  -         306.836 (meters)    1006.68  (feet)  COMP
 LA1121  MODELED GRAV-     980,072.4   (mgal)                       NAVD 88
 LA1121
 LA1121  VERT ORDER  -  SECOND    CLASS 0
 LA1121
 LA1121.The horizontal coordinates were scaled from a topographic map and have
 LA1121.an estimated accuracy of +/- 6 seconds.
 LA1121
 LA1121.The orthometric height was determined by differential leveling
 LA1121.and adjusted by the National Geodetic Survey in June 1991..
 LA1121
 LA1121.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1121.See file dsdata.txt to determine how the superseded data were derived.
 LA1121
 LA1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK426359(NAD 83)
 LA1121_MARKER: DB = BENCH MARK DISK
 LA1121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1121_SP_SET: BRIDGE
 LA1121_STAMPING: B 247 1947
 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 = OCTOBER  6, 2006
 JZ1709 ***********************************************************************
 JZ1709  DESIGNATION -  B 249
 JZ1709  PID         -  JZ1709
 JZ1709  STATE/COUNTY-  IN/HENRY
 JZ1709  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ1709
 JZ1709                         *CURRENT SURVEY CONTROL
 JZ1709  ___________________________________________________________________
 JZ1709* NAD 83(1986)-  39 56 49.     (N)    085 15 06.     (W)     SCALED    
 JZ1709* NAVD 88     -       350.231  (meters)    1149.05   (feet)  ADJUSTED  
 JZ1709  ___________________________________________________________________
 JZ1709  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JZ1709  DYNAMIC HT  -         350.032 (meters)    1148.40  (feet)  COMP
 JZ1709  MODELED GRAV-     980,048.7   (mgal)                       NAVD 88
 JZ1709
 JZ1709  VERT ORDER  -  SECOND    CLASS 0
 JZ1709
 JZ1709.The horizontal coordinates were scaled from a topographic map and have
 JZ1709.an estimated accuracy of +/- 6 seconds.
 JZ1709
 JZ1709.The orthometric height was determined by differential leveling
 JZ1709.and adjusted by the National Geodetic Survey in June 1991..
 JZ1709
 JZ1709.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1709.See file dsdata.txt to determine how the superseded data were derived.
 JZ1709
 JZ1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK493233(NAD 83)
 JZ1709_MARKER: DB = BENCH MARK DISK
 JZ1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1709_STAMPING: B 249 1947
 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 = OCTOBER  6, 2006
 JZ1698 ***********************************************************************
 JZ1698  DESIGNATION -  B 251
 JZ1698  PID         -  JZ1698
 JZ1698  STATE/COUNTY-  IN/HENRY
 JZ1698  USGS QUAD   -  NEW CASTLE WEST (1981)
 JZ1698
 JZ1698                         *CURRENT SURVEY CONTROL
 JZ1698  ___________________________________________________________________
 JZ1698* NAD 83(1986)-  39 57 38.     (N)    085 23 03.     (W)     SCALED    
 JZ1698* NAVD 88     -       323.633  (meters)    1061.79   (feet)  ADJUSTED  
 JZ1698  ___________________________________________________________________
 JZ1698  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JZ1698  DYNAMIC HT  -         323.454 (meters)    1061.20  (feet)  COMP
 JZ1698  MODELED GRAV-     980,064.9   (mgal)                       NAVD 88
 JZ1698
 JZ1698  VERT ORDER  -  SECOND    CLASS 0
 JZ1698
 JZ1698.The horizontal coordinates were scaled from a topographic map and have
 JZ1698.an estimated accuracy of +/- 6 seconds.
 JZ1698
 JZ1698.The orthometric height was determined by differential leveling
 JZ1698.and adjusted by the National Geodetic Survey in June 1991..
 JZ1698
 JZ1698.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1698.See file dsdata.txt to determine how the superseded data were derived.
 JZ1698
 JZ1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK380246(NAD 83)
 JZ1698_MARKER: DB = BENCH MARK DISK
 JZ1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1698_STAMPING: V 251 1947
 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 = OCTOBER  6, 2006
 JZ1623 ***********************************************************************
 JZ1623  DESIGNATION -  B 252
 JZ1623  PID         -  JZ1623
 JZ1623  STATE/COUNTY-  IN/RUSH
 JZ1623  USGS QUAD   -  MAYS (1988)
 JZ1623
 JZ1623                         *CURRENT SURVEY CONTROL
 JZ1623  ___________________________________________________________________
 JZ1623* NAD 83(1986)-  39 39 17.     (N)    085 26 43.     (W)     SCALED    
 JZ1623* NAVD 88     -       302.352  (meters)     991.97   (feet)  ADJUSTED  
 JZ1623  ___________________________________________________________________
 JZ1623  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JZ1623  DYNAMIC HT  -         302.173 (meters)     991.38  (feet)  COMP
 JZ1623  MODELED GRAV-     980,026.8   (mgal)                       NAVD 88
 JZ1623
 JZ1623  VERT ORDER  -  SECOND    CLASS 0
 JZ1623
 JZ1623.The horizontal coordinates were scaled from a topographic map and have
 JZ1623.an estimated accuracy of +/- 6 seconds.
 JZ1623
 JZ1623.The orthometric height was determined by differential leveling
 JZ1623.and adjusted by the National Geodetic Survey in June 1991..
 JZ1623
 JZ1623.The geoid height was determined by GEOID03.
 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     -   489,210.      119,000.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1623.See file dsdata.txt to determine how the superseded data were derived.
 JZ1623
 JZ1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ333905(NAD 83)
 JZ1623_MARKER: DB = BENCH MARK DISK
 JZ1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1623_STAMPING: B 252 1947
 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             BUTLER
 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 AND SEUFERT INC 2006 (GKG)
 JZ1623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1549 ***********************************************************************
 JZ1549  DESIGNATION -  B 253
 JZ1549  PID         -  JZ1549
 JZ1549  STATE/COUNTY-  IN/RUSH
 JZ1549  USGS QUAD   -  FALMOUTH (1988)
 JZ1549
 JZ1549                         *CURRENT SURVEY CONTROL
 JZ1549  ___________________________________________________________________
 JZ1549* NAD 83(1986)-  39 41 28.     (N)    085 22 04.     (W)     SCALED    
 JZ1549* NAVD 88     -       306.305  (meters)    1004.94   (feet)  ADJUSTED  
 JZ1549  ___________________________________________________________________
 JZ1549  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ1549  DYNAMIC HT  -         306.125 (meters)    1004.35  (feet)  COMP
 JZ1549  MODELED GRAV-     980,028.1   (mgal)                       NAVD 88
 JZ1549
 JZ1549  VERT ORDER  -  SECOND    CLASS 0
 JZ1549
 JZ1549.The horizontal coordinates were scaled from a topographic map and have
 JZ1549.an estimated accuracy of +/- 6 seconds.
 JZ1549
 JZ1549.The orthometric height was determined by differential leveling
 JZ1549.and adjusted by the National Geodetic Survey in June 1991..
 JZ1549
 JZ1549.The geoid height was determined by GEOID03.
 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     -   493,270.      125,640.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1549.See file dsdata.txt to determine how the superseded data were derived.
 JZ1549
 JZ1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ399947(NAD 83)
 JZ1549_MARKER: DB = BENCH MARK DISK
 JZ1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1549_STAMPING: B 253 1947
 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'N 39 41.482, W 85 22.079 (CONSUMER-GRADE GPS)
 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 = OCTOBER  6, 2006
 JZ1557 ***********************************************************************
 JZ1557  DESIGNATION -  B 254
 JZ1557  PID         -  JZ1557
 JZ1557  STATE/COUNTY-  IN/FAYETTE
 JZ1557  USGS QUAD   -  FALMOUTH (1988)
 JZ1557
 JZ1557                         *CURRENT SURVEY CONTROL
 JZ1557  ___________________________________________________________________
 JZ1557* NAD 83(1986)-  39 39 48.     (N)    085 18 02.     (W)     SCALED    
 JZ1557* NAVD 88     -       325.856  (meters)    1069.08   (feet)  ADJUSTED  
 JZ1557  ___________________________________________________________________
 JZ1557  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ1557  DYNAMIC HT  -         325.662 (meters)    1068.44  (feet)  COMP
 JZ1557  MODELED GRAV-     980,022.7   (mgal)                       NAVD 88
 JZ1557
 JZ1557  VERT ORDER  -  SECOND    CLASS 0
 JZ1557
 JZ1557.The horizontal coordinates were scaled from a topographic map and have
 JZ1557.an estimated accuracy of +/- 6 seconds.
 JZ1557
 JZ1557.The orthometric height was determined by differential leveling
 JZ1557.and adjusted by the National Geodetic Survey in June 1991..
 JZ1557
 JZ1557.The geoid height was determined by GEOID03.
 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     -   490,200.      131,420.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1557.See file dsdata.txt to determine how the superseded data were derived.
 JZ1557
 JZ1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ457917(NAD 83)
 JZ1557_MARKER: DB = BENCH MARK DISK
 JZ1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1557_STAMPING: B 254 1947
 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'N 39 39.826, W 85 18.029 (CONSUMER-GRADE GPS)
 JZ1557'THE FENCE LINE AND WITNESS POST ARE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1587 ***********************************************************************
 JZ1587  DESIGNATION -  B 255
 JZ1587  PID         -  JZ1587
 JZ1587  STATE/COUNTY-  IN/WAYNE
 JZ1587  USGS QUAD   -  JACKSONBURG (1981)
 JZ1587
 JZ1587                         *CURRENT SURVEY CONTROL
 JZ1587  ___________________________________________________________________
 JZ1587* NAD 83(1986)-  39 46 23.     (N)    085 03 09.     (W)     SCALED    
 JZ1587* NAVD 88     -       289.131  (meters)     948.59   (feet)  ADJUSTED  
 JZ1587  ___________________________________________________________________
 JZ1587  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JZ1587  DYNAMIC HT  -         288.960 (meters)     948.03  (feet)  COMP
 JZ1587  MODELED GRAV-     980,030.3   (mgal)                       NAVD 88
 JZ1587
 JZ1587  VERT ORDER  -  SECOND    CLASS 0
 JZ1587
 JZ1587.The horizontal coordinates were scaled from a topographic map and have
 JZ1587.an estimated accuracy of +/- 6 seconds.
 JZ1587
 JZ1587.The orthometric height was determined by differential leveling
 JZ1587.and adjusted by the National Geodetic Survey in June 1991..
 JZ1587
 JZ1587.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1587.See file dsdata.txt to determine how the superseded data were derived.
 JZ1587
 JZ1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK667043(NAD 83)
 JZ1587_MARKER: DB = BENCH MARK DISK
 JZ1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1587_STAMPING: B 255 1947
 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 = OCTOBER  6, 2006
 ME0943 ***********************************************************************
 ME0943  DESIGNATION -  B 256
 ME0943  PID         -  ME0943
 ME0943  STATE/COUNTY-  IN/LAKE
 ME0943  USGS QUAD   -  GARY (1991)
 ME0943
 ME0943                         *CURRENT SURVEY CONTROL
 ME0943  ___________________________________________________________________
 ME0943* NAD 83(1986)-  41 31 43.     (N)    087 20 11.     (W)     SCALED    
 ME0943* NAVD 88     -       192.067  (meters)     630.14   (feet)  ADJUSTED  
 ME0943  ___________________________________________________________________
 ME0943  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME0943  DYNAMIC HT  -         191.994 (meters)     629.90  (feet)  COMP
 ME0943  MODELED GRAV-     980,235.6   (mgal)                       NAVD 88
 ME0943
 ME0943  VERT ORDER  -  SECOND    CLASS 0
 ME0943
 ME0943.The horizontal coordinates were scaled from a topographic map and have
 ME0943.an estimated accuracy of +/- 6 seconds.
 ME0943
 ME0943.The orthometric height was determined by differential leveling
 ME0943.and adjusted by the National Geodetic Survey in June 1991..
 ME0943
 ME0943.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0943.See file dsdata.txt to determine how the superseded data were derived.
 ME0943
 ME0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL719974(NAD 83)
 ME0943_MARKER: DB = BENCH MARK DISK
 ME0943_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0943_SP_SET: CULVERT
 ME0943_STAMPING: B 256 1947
 ME0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0943
 ME0943  HISTORY     - Date     Condition        Report By
 ME0943  HISTORY     - 1947     MONUMENTED       CGS
 ME0943  HISTORY     - 1953     MARK NOT FOUND   NGS
 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 NATIONAL GEODETIC SURVEY 1953
 ME0943'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1939 ***********************************************************************
 JZ1939  DESIGNATION -  B 258
 JZ1939  PID         -  JZ1939
 JZ1939  STATE/COUNTY-  IN/DECATUR
 JZ1939  USGS QUAD   -  GREENSBURG (1993)
 JZ1939
 JZ1939                         *CURRENT SURVEY CONTROL
 JZ1939  ___________________________________________________________________
 JZ1939* NAD 83(1986)-  39 20 20.     (N)    085 28 45.     (W)     SCALED    
 JZ1939* NAVD 88     -       283.320  (meters)     929.53   (feet)  ADJUSTED  
 JZ1939  ___________________________________________________________________
 JZ1939  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ1939  DYNAMIC HT  -         283.143 (meters)     928.95  (feet)  COMP
 JZ1939  MODELED GRAV-     979,993.7   (mgal)                       NAVD 88
 JZ1939
 JZ1939  VERT ORDER  -  FIRST     CLASS II
 JZ1939
 JZ1939.The horizontal coordinates were scaled from a topographic map and have
 JZ1939.an estimated accuracy of +/- 6 seconds.
 JZ1939
 JZ1939.The orthometric height was determined by differential leveling
 JZ1939.and adjusted by the National Geodetic Survey in June 1991..
 JZ1939
 JZ1939.The geoid height was determined by GEOID03.
 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     -   454,140.      116,160.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1939.See file dsdata.txt to determine how the superseded data were derived.
 JZ1939
 JZ1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ310554(NAD 83)
 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'N 39 20.337, W 85 28.764 (CONSUMER-GRADE GPS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1752 ***********************************************************************
 JZ1752  DESIGNATION -  B 259
 JZ1752  PID         -  JZ1752
 JZ1752  STATE/COUNTY-  IN/RUSH
 JZ1752  USGS QUAD   -  RUSHVILLE (1994)
 JZ1752
 JZ1752                         *CURRENT SURVEY CONTROL
 JZ1752  ___________________________________________________________________
 JZ1752* NAD 83(1986)-  39 31 31.     (N)    085 22 37.     (W)     SCALED    
 JZ1752* NAVD 88     -       316.597  (meters)    1038.70   (feet)  ADJUSTED  
 JZ1752  ___________________________________________________________________
 JZ1752  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ1752  DYNAMIC HT  -         316.404 (meters)    1038.07  (feet)  COMP
 JZ1752  MODELED GRAV-     980,008.5   (mgal)                       NAVD 88
 JZ1752
 JZ1752  VERT ORDER  -  SECOND    CLASS 0
 JZ1752
 JZ1752.The horizontal coordinates were scaled from a topographic map and have
 JZ1752.an estimated accuracy of +/- 6 seconds.
 JZ1752
 JZ1752.The orthometric height was determined by differential leveling
 JZ1752.and adjusted by the National Geodetic Survey in June 1991..
 JZ1752
 JZ1752.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1752.See file dsdata.txt to determine how the superseded data were derived.
 JZ1752
 JZ1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ395763(NAD 83)
 JZ1752_MARKER: DB = BENCH MARK DISK
 JZ1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1752_STAMPING: B 259 1947
 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             BUTLER
 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 AND SEUFERT INC 2006 (GKG)
 JZ1752'CONCRETE REMAINING WHERE DESCRIBED BUT MONUMENT IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1957 ***********************************************************************
 JZ1957  DESIGNATION -  B 260
 JZ1957  PID         -  JZ1957
 JZ1957  STATE/COUNTY-  IN/FRANKLIN
 JZ1957  USGS QUAD   -  CLARKSBURG (1993)
 JZ1957
 JZ1957                         *CURRENT SURVEY CONTROL
 JZ1957  ___________________________________________________________________
 JZ1957* NAD 83(1986)-  39 29 22.     (N)    085 17 19.     (W)     SCALED    
 JZ1957* NAVD 88     -       311.475  (meters)    1021.90   (feet)  ADJUSTED  
 JZ1957  ___________________________________________________________________
 JZ1957  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ1957  DYNAMIC HT  -         311.283 (meters)    1021.27  (feet)  COMP
 JZ1957  MODELED GRAV-     980,003.0   (mgal)                       NAVD 88
 JZ1957
 JZ1957  VERT ORDER  -  SECOND    CLASS 0
 JZ1957
 JZ1957.The horizontal coordinates were scaled from a topographic map and have
 JZ1957.an estimated accuracy of +/- 6 seconds.
 JZ1957
 JZ1957.The orthometric height was determined by differential leveling
 JZ1957.and adjusted by the National Geodetic Survey in June 1991..
 JZ1957
 JZ1957.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1957.See file dsdata.txt to determine how the superseded data were derived.
 JZ1957
 JZ1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ471724(NAD 83)
 JZ1957_MARKER: DB = BENCH MARK DISK
 JZ1957_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1957_SP_SET: CULVERT
 JZ1957_STAMPING: B 260 1947
 JZ1957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1779 ***********************************************************************
 JZ1779  DESIGNATION -  B 261
 JZ1779  PID         -  JZ1779
 JZ1779  STATE/COUNTY-  IN/FAYETTE
 JZ1779  USGS QUAD   -  ALPINE (1994)
 JZ1779
 JZ1779                         *CURRENT SURVEY CONTROL
 JZ1779  ___________________________________________________________________
 JZ1779* NAD 83(1986)-  39 35 02.     (N)    085 09 30.     (W)     SCALED    
 JZ1779* NAVD 88     -       235.786  (meters)     773.57   (feet)  ADJUSTED  
 JZ1779  ___________________________________________________________________
 JZ1779  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ1779  DYNAMIC HT  -         235.644 (meters)     773.11  (feet)  COMP
 JZ1779  MODELED GRAV-     980,020.1   (mgal)                       NAVD 88
 JZ1779
 JZ1779  VERT ORDER  -  SECOND    CLASS 0
 JZ1779
 JZ1779.The horizontal coordinates were scaled from a topographic map and have
 JZ1779.an estimated accuracy of +/- 6 seconds.
 JZ1779
 JZ1779.The orthometric height was determined by differential leveling
 JZ1779.and adjusted by the National Geodetic Survey in June 1991..
 JZ1779
 JZ1779.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1779.See file dsdata.txt to determine how the superseded data were derived.
 JZ1779
 JZ1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ581831(NAD 83)
 JZ1779_MARKER: DB = BENCH MARK DISK
 JZ1779_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1779_SP_SET: ABUTMENT
 JZ1779_STAMPING: B 261 1947
 JZ1779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1779
 JZ1779  HISTORY     - Date     Condition        Report By
 JZ1779  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2039 ***********************************************************************
 JZ2039  DESIGNATION -  B 262
 JZ2039  PID         -  JZ2039
 JZ2039  STATE/COUNTY-  IN/FRANKLIN
 JZ2039  USGS QUAD   -  BROOKVILLE (1993)
 JZ2039
 JZ2039                         *CURRENT SURVEY CONTROL
 JZ2039  ___________________________________________________________________
 JZ2039* NAD 83(1986)-  39 25 43.     (N)    085 00 57.     (W)     SCALED    
 JZ2039* NAVD 88     -       193.371  (meters)     634.42   (feet)  ADJUSTED  
 JZ2039  ___________________________________________________________________
 JZ2039  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JZ2039  DYNAMIC HT  -         193.255 (meters)     634.04  (feet)  COMP
 JZ2039  MODELED GRAV-     980,018.6   (mgal)                       NAVD 88
 JZ2039
 JZ2039  VERT ORDER  -  SECOND    CLASS 0
 JZ2039
 JZ2039.The horizontal coordinates were scaled from a topographic map and have
 JZ2039.an estimated accuracy of +/- 6 seconds.
 JZ2039
 JZ2039.The orthometric height was determined by differential leveling
 JZ2039.and adjusted by the National Geodetic Survey in June 1991..
 JZ2039
 JZ2039.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2039.See file dsdata.txt to determine how the superseded data were derived.
 JZ2039
 JZ2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ707662(NAD 83)
 JZ2039_MARKER: DB = BENCH MARK DISK
 JZ2039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2039_SP_SET: BRIDGE
 JZ2039_STAMPING: B 262 1947
 JZ2039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ2039+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2004
 JZ2039
 JZ2039  HISTORY     - Date     Condition        Report By
 JZ2039  HISTORY     - 1947     MONUMENTED       CGS
 JZ2039  HISTORY     - 20040922 GOOD             SCHC
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1797 ***********************************************************************
 JZ1797  DESIGNATION -  B 263
 JZ1797  PID         -  JZ1797
 JZ1797  STATE/COUNTY-  IN/FRANKLIN
 JZ1797  USGS QUAD   -  EVERTON (1993)
 JZ1797
 JZ1797                         *CURRENT SURVEY CONTROL
 JZ1797  ___________________________________________________________________
 JZ1797* NAD 83(1986)-  39 31 28.     (N)    085 03 08.     (W)     SCALED    
 JZ1797* NAVD 88     -       300.839  (meters)     987.00   (feet)  ADJUSTED  
 JZ1797  ___________________________________________________________________
 JZ1797  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JZ1797  DYNAMIC HT  -         300.655 (meters)     986.40  (feet)  COMP
 JZ1797  MODELED GRAV-     980,007.4   (mgal)                       NAVD 88
 JZ1797
 JZ1797  VERT ORDER  -  SECOND    CLASS 0
 JZ1797
 JZ1797.The horizontal coordinates were scaled from a topographic map and have
 JZ1797.an estimated accuracy of +/- 6 seconds.
 JZ1797
 JZ1797.The orthometric height was determined by differential leveling
 JZ1797.and adjusted by the National Geodetic Survey in June 1991..
 JZ1797
 JZ1797.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1797.See file dsdata.txt to determine how the superseded data were derived.
 JZ1797
 JZ1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ674767(NAD 83)
 JZ1797_MARKER: DB = BENCH MARK DISK
 JZ1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1797_STAMPING: B 263 1947
 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 = OCTOBER  6, 2006
 JZ0587 ***********************************************************************
 JZ0587  DESIGNATION -  B 264
 JZ0587  PID         -  JZ0587
 JZ0587  STATE/COUNTY-  IN/DEARBORN
 JZ0587  USGS QUAD   -  CEDAR GROVE (1994)
 JZ0587
 JZ0587                         *CURRENT SURVEY CONTROL
 JZ0587  ___________________________________________________________________
 JZ0587* NAD 83(1986)-  39 17 05.     (N)    084 58 07.     (W)     SCALED    
 JZ0587* NAVD 88     -       309.014  (meters)    1013.82   (feet)  ADJUSTED  
 JZ0587  ___________________________________________________________________
 JZ0587  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JZ0587  DYNAMIC HT  -         308.823 (meters)    1013.20  (feet)  COMP
 JZ0587  MODELED GRAV-     979,999.8   (mgal)                       NAVD 88
 JZ0587
 JZ0587  VERT ORDER  -  SECOND    CLASS 0
 JZ0587
 JZ0587.The horizontal coordinates were scaled from a topographic map and have
 JZ0587.an estimated accuracy of +/- 6 seconds.
 JZ0587
 JZ0587.The orthometric height was determined by differential leveling
 JZ0587.and adjusted by the National Geodetic Survey in June 1991..
 JZ0587
 JZ0587.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0587.See file dsdata.txt to determine how the superseded data were derived.
 JZ0587
 JZ0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ752503(NAD 83)
 JZ0587_MARKER: DB = BENCH MARK DISK
 JZ0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0587_STAMPING: B 264 1947
 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 = OCTOBER  6, 2006
 JZ2031 ***********************************************************************
 JZ2031  DESIGNATION -  B 265
 JZ2031  PID         -  JZ2031
 JZ2031  STATE/COUNTY-  IN/FRANKLIN
 JZ2031  USGS QUAD   -  BROOKVILLE (1993)
 JZ2031
 JZ2031                         *CURRENT SURVEY CONTROL
 JZ2031  ___________________________________________________________________
 JZ2031* NAD 83(1986)-  39 22 35.     (N)    085 04 51.     (W)     SCALED    
 JZ2031* NAVD 88     -       280.178  (meters)     919.22   (feet)  ADJUSTED  
 JZ2031  ___________________________________________________________________
 JZ2031  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JZ2031  DYNAMIC HT  -         280.004 (meters)     918.65  (feet)  COMP
 JZ2031  MODELED GRAV-     979,999.8   (mgal)                       NAVD 88
 JZ2031
 JZ2031  VERT ORDER  -  SECOND    CLASS 0
 JZ2031
 JZ2031.The horizontal coordinates were scaled from a topographic map and have
 JZ2031.an estimated accuracy of +/- 6 seconds.
 JZ2031
 JZ2031.The orthometric height was determined by differential leveling
 JZ2031.and adjusted by the National Geodetic Survey in June 1991..
 JZ2031
 JZ2031.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2031.See file dsdata.txt to determine how the superseded data were derived.
 JZ2031
 JZ2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ653603(NAD 83)
 JZ2031_MARKER: DB = BENCH MARK DISK
 JZ2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2031_STAMPING: B 265 1947
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1954
 JZ2031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0181 ***********************************************************************
 KA0181  DESIGNATION -  B 266
 KA0181  PID         -  KA0181
 KA0181  STATE/COUNTY-  IN/MARION
 KA0181  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA0181
 KA0181                         *CURRENT SURVEY CONTROL
 KA0181  ___________________________________________________________________
 KA0181* NAD 83(1986)-  39 45 39.     (N)    086 07 51.     (W)     SCALED    
 KA0181* NAVD 88     -       227.044  (meters)     744.89   (feet)  POSTED    
 KA0181  ___________________________________________________________________
 KA0181  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 KA0181  DYNAMIC HT  -         226.920 (meters)     744.49  (feet)  COMP
 KA0181  MODELED GRAV-     980,064.9   (mgal)                       NAVD 88
 KA0181
 KA0181  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KA0181
 KA0181.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KA0181.rate of 1.1 thru 2.0 mm/km.
 KA0181
 KA0181.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0181.See file dsdata.txt to determine how the superseded data were derived.
 KA0181
 KA0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK744015(NAD 83)
 KA0181_MARKER: DB = BENCH MARK DISK
 KA0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0181_STAMPING: B 266 1947
 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 = OCTOBER  6, 2006
 JZ2243 ***********************************************************************
 JZ2243  DESIGNATION -  B 267
 JZ2243  PID         -  JZ2243
 JZ2243  STATE/COUNTY-  IN/DECATUR
 JZ2243  USGS QUAD   -  FOREST HILL (1993)
 JZ2243
 JZ2243                         *CURRENT SURVEY CONTROL
 JZ2243  ___________________________________________________________________
 JZ2243* NAD 83(1986)-  39 16 08.     (N)    085 36 44.     (W)     SCALED    
 JZ2243* NAVD 88     -       248.520  (meters)     815.35   (feet)  ADJUSTED  
 JZ2243  ___________________________________________________________________
 JZ2243  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ2243  DYNAMIC HT  -         248.365 (meters)     814.84  (feet)  COMP
 JZ2243  MODELED GRAV-     979,997.1   (mgal)                       NAVD 88
 JZ2243
 JZ2243  VERT ORDER  -  SECOND    CLASS 0
 JZ2243
 JZ2243.The horizontal coordinates were scaled from a topographic map and have
 JZ2243.an estimated accuracy of +/- 6 seconds.
 JZ2243
 JZ2243.The orthometric height was determined by differential leveling
 JZ2243.and adjusted by the National Geodetic Survey in June 1991..
 JZ2243
 JZ2243.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2243.See file dsdata.txt to determine how the superseded data were derived.
 JZ2243
 JZ2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ197475(NAD 83)
 JZ2243_MARKER: DB = BENCH MARK DISK
 JZ2243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2243_STAMPING: B 267 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2233 ***********************************************************************
 JZ2233  DESIGNATION -  B 268
 JZ2233  PID         -  JZ2233
 JZ2233  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2233  USGS QUAD   -  GRAMMER (1993)
 JZ2233
 JZ2233                         *CURRENT SURVEY CONTROL
 JZ2233  ___________________________________________________________________
 JZ2233* NAD 83(1986)-  39 14 40.     (N)    085 43 02.     (W)     SCALED    
 JZ2233* NAVD 88     -       227.549  (meters)     746.55   (feet)  ADJUSTED  
 JZ2233  ___________________________________________________________________
 JZ2233  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ2233  DYNAMIC HT  -         227.409 (meters)     746.09  (feet)  COMP
 JZ2233  MODELED GRAV-     980,002.7   (mgal)                       NAVD 88
 JZ2233
 JZ2233  VERT ORDER  -  SECOND    CLASS 0
 JZ2233
 JZ2233.The horizontal coordinates were scaled from a topographic map and have
 JZ2233.an estimated accuracy of +/- 6 seconds.
 JZ2233
 JZ2233.The orthometric height was determined by differential leveling
 JZ2233.and adjusted by the National Geodetic Survey in June 1991..
 JZ2233
 JZ2233.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2233.See file dsdata.txt to determine how the superseded data were derived.
 JZ2233
 JZ2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ106446(NAD 83)
 JZ2233_MARKER: DB = BENCH MARK DISK
 JZ2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2233_STAMPING: B 268 1947
 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 = OCTOBER  6, 2006
 JZ2340 ***********************************************************************
 JZ2340  DESIGNATION -  B 269
 JZ2340  PID         -  JZ2340
 JZ2340  STATE/COUNTY-  IN/SHELBY
 JZ2340  USGS QUAD   -  SHELBYVILLE (1994)
 JZ2340
 JZ2340                         *CURRENT SURVEY CONTROL
 JZ2340  ___________________________________________________________________
 JZ2340* NAD 83(1986)-  39 33 17.     (N)    085 48 50.     (W)     SCALED    
 JZ2340* NAVD 88     -       234.060  (meters)     767.91   (feet)  ADJUSTED  
 JZ2340  ___________________________________________________________________
 JZ2340  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JZ2340  DYNAMIC HT  -         233.924 (meters)     767.47  (feet)  COMP
 JZ2340  MODELED GRAV-     980,039.9   (mgal)                       NAVD 88
 JZ2340
 JZ2340  VERT ORDER  -  FIRST     CLASS II
 JZ2340
 JZ2340.The horizontal coordinates were scaled from a topographic map and have
 JZ2340.an estimated accuracy of +/- 6 seconds.
 JZ2340
 JZ2340.The orthometric height was determined by differential leveling
 JZ2340.and adjusted by the National Geodetic Survey in June 1991..
 JZ2340
 JZ2340.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2340.See file dsdata.txt to determine how the superseded data were derived.
 JZ2340
 JZ2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ019790(NAD 83)
 JZ2340_MARKER: DB = BENCH MARK DISK
 JZ2340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2340_STAMPING: B 269 1947
 JZ2340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2340+STABILITY: SURFACE MOTION
 JZ2340
 JZ2340  HISTORY     - Date     Condition        Report By
 JZ2340  HISTORY     - 1947     MONUMENTED       CGS
 JZ2340  HISTORY     - 1986     MARK NOT FOUND   NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0419 ***********************************************************************
 LB0419  DESIGNATION -  B 27
 LB0419  PID         -  LB0419
 LB0419  STATE/COUNTY-  IN/HOWARD
 LB0419  USGS QUAD   -  KOKOMO EAST (1994)
 LB0419
 LB0419                         *CURRENT SURVEY CONTROL
 LB0419  ___________________________________________________________________
 LB0419* NAD 83(1986)-  40 29 57.     (N)    086 01 53.     (W)     SCALED    
 LB0419* NAVD 88     -       252.480  (meters)     828.34   (feet)  ADJUSTED  
 LB0419  ___________________________________________________________________
 LB0419  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 LB0419  DYNAMIC HT  -         252.350 (meters)     827.92  (feet)  COMP
 LB0419  MODELED GRAV-     980,104.0   (mgal)                       NAVD 88
 LB0419
 LB0419  VERT ORDER  -  SECOND    CLASS 0
 LB0419
 LB0419.The horizontal coordinates were scaled from a topographic map and have
 LB0419.an estimated accuracy of +/- 6 seconds.
 LB0419
 LB0419.The orthometric height was determined by differential leveling
 LB0419.and adjusted by the National Geodetic Survey in June 1991..
 LB0419
 LB0419.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0419.See file dsdata.txt to determine how the superseded data were derived.
 LB0419
 LB0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK820836(NAD 83)
 LB0419_MARKER: DB = BENCH MARK DISK
 LB0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0419_STAMPING: B 27 1934
 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             NGS
 LB0419
 LB0419                          STATION DESCRIPTION
 LB0419
 LB0419'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2170 ***********************************************************************
 JZ2170  DESIGNATION -  B 270
 JZ2170  PID         -  JZ2170
 JZ2170  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2170  USGS QUAD   -  GRAMMER (1993)
 JZ2170
 JZ2170                         *CURRENT SURVEY CONTROL
 JZ2170  ___________________________________________________________________
 JZ2170* NAD 83(1986)-  39 12 37.     (N)    085 43 30.     (W)     SCALED    
 JZ2170* NAVD 88     -       227.597  (meters)     746.71   (feet)  ADJUSTED  
 JZ2170  ___________________________________________________________________
 JZ2170  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ2170  DYNAMIC HT  -         227.456 (meters)     746.25  (feet)  COMP
 JZ2170  MODELED GRAV-     980,001.2   (mgal)                       NAVD 88
 JZ2170
 JZ2170  VERT ORDER  -  SECOND    CLASS 0
 JZ2170
 JZ2170.The horizontal coordinates were scaled from a topographic map and have
 JZ2170.an estimated accuracy of +/- 6 seconds.
 JZ2170
 JZ2170.The orthometric height was determined by differential leveling
 JZ2170.and adjusted by the National Geodetic Survey in June 1991..
 JZ2170
 JZ2170.The geoid height was determined by GEOID03.
 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     -   439,840.       94,960.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2170.See file dsdata.txt to determine how the superseded data were derived.
 JZ2170
 JZ2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ100408(NAD 83)
 JZ2170_MARKER: DB = BENCH MARK DISK
 JZ2170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2170_STAMPING: B 270 1947
 JZ2170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2170+STABILITY: SURFACE MOTION
 JZ2170
 JZ2170  HISTORY     - Date     Condition        Report By
 JZ2170  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2085 ***********************************************************************
 JZ2085  DESIGNATION -  B 271
 JZ2085  PID         -  JZ2085
 JZ2085  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2085  USGS QUAD   -  EDINBURGH (1993)
 JZ2085
 JZ2085                         *CURRENT SURVEY CONTROL
 JZ2085  ___________________________________________________________________
 JZ2085* NAD 83(1986)-  39 15 19.     (N)    085 53 44.     (W)     SCALED    
 JZ2085* NAVD 88     -       197.921  (meters)     649.35   (feet)  ADJUSTED  
 JZ2085  ___________________________________________________________________
 JZ2085  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JZ2085  DYNAMIC HT  -         197.800 (meters)     648.95  (feet)  COMP
 JZ2085  MODELED GRAV-     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 topographic map and have
 JZ2085.an estimated accuracy of +/- 6 seconds.
 JZ2085
 JZ2085.The orthometric height was determined by differential leveling
 JZ2085.and adjusted by the National Geodetic Survey in June 1991..
 JZ2085
 JZ2085.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2085.See file dsdata.txt to determine how the superseded data were derived.
 JZ2085
 JZ2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ952456(NAD 83)
 JZ2085_MARKER: DB = BENCH MARK DISK
 JZ2085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2085_STAMPING: B 271 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2194 ***********************************************************************
 JZ2194  DESIGNATION -  B 272
 JZ2194  PID         -  JZ2194
 JZ2194  STATE/COUNTY-  IN/DECATUR
 JZ2194  USGS QUAD   -  WESTPORT (1994)
 JZ2194
 JZ2194                         *CURRENT SURVEY CONTROL
 JZ2194  ___________________________________________________________________
 JZ2194* NAD 83(1986)-  39 10 06.     (N)    085 34 38.     (W)     SCALED    
 JZ2194* NAVD 88     -       243.740  (meters)     799.67   (feet)  ADJUSTED  
 JZ2194  ___________________________________________________________________
 JZ2194  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ2194  DYNAMIC HT  -         243.585 (meters)     799.16  (feet)  COMP
 JZ2194  MODELED GRAV-     979,986.2   (mgal)                       NAVD 88
 JZ2194
 JZ2194  VERT ORDER  -  SECOND    CLASS 0
 JZ2194
 JZ2194.The horizontal coordinates were scaled from a topographic map and have
 JZ2194.an estimated accuracy of +/- 6 seconds.
 JZ2194
 JZ2194.The orthometric height was determined by differential leveling
 JZ2194.and adjusted by the National Geodetic Survey in June 1991..
 JZ2194
 JZ2194.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2194.See file dsdata.txt to determine how the superseded data were derived.
 JZ2194
 JZ2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ229364(NAD 83)
 JZ2194_MARKER: DB = BENCH MARK DISK
 JZ2194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2194_STAMPING: B 272 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ0556 ***********************************************************************
 JZ0556  DESIGNATION -  B 273
 JZ0556  PID         -  JZ0556
 JZ0556  STATE/COUNTY-  IN/DEARBORN
 JZ0556  USGS QUAD   -  GUILFORD (1983)
 JZ0556
 JZ0556                         *CURRENT SURVEY CONTROL
 JZ0556  ___________________________________________________________________
 JZ0556* NAD 83(1986)-  39 11 10.     (N)    084 59 45.     (W)     SCALED    
 JZ0556* NAVD 88     -       223.211  (meters)     732.32   (feet)  ADJUSTED  
 JZ0556  ___________________________________________________________________
 JZ0556  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ0556  DYNAMIC HT  -         223.072 (meters)     731.86  (feet)  COMP
 JZ0556  MODELED GRAV-     980,002.1   (mgal)                       NAVD 88
 JZ0556
 JZ0556  VERT ORDER  -  FIRST     CLASS II
 JZ0556
 JZ0556.The horizontal coordinates were scaled from a topographic map and have
 JZ0556.an estimated accuracy of +/- 6 seconds.
 JZ0556
 JZ0556.The orthometric height was determined by differential leveling
 JZ0556.and adjusted by the National Geodetic Survey in June 1991..
 JZ0556
 JZ0556.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0556.See file dsdata.txt to determine how the superseded data were derived.
 JZ0556
 JZ0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ730393(NAD 83)
 JZ0556_MARKER: DB = BENCH MARK DISK
 JZ0556_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0556_SP_SET: BRIDGE
 JZ0556_STAMPING: B 273 1947
 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 = OCTOBER  6, 2006
 JZ0926 ***********************************************************************
 JZ0926  DESIGNATION -  B 274
 JZ0926  PID         -  JZ0926
 JZ0926  STATE/COUNTY-  IN/FRANKLIN
 JZ0926  USGS QUAD   -  CEDAR GROVE (1994)
 JZ0926
 JZ0926                         *CURRENT SURVEY CONTROL
 JZ0926  ___________________________________________________________________
 JZ0926* NAD 83(1986)-  39 19 06.     (N)    084 55 08.     (W)     SCALED    
 JZ0926* NAVD 88     -       182.637  (meters)     599.20   (feet)  ADJUSTED  
 JZ0926  ___________________________________________________________________
 JZ0926  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JZ0926  DYNAMIC HT  -         182.525 (meters)     598.83  (feet)  COMP
 JZ0926  MODELED GRAV-     980,012.5   (mgal)                       NAVD 88
 JZ0926
 JZ0926  VERT ORDER  -  SECOND    CLASS 0
 JZ0926
 JZ0926.The horizontal coordinates were scaled from a topographic map and have
 JZ0926.an estimated accuracy of +/- 6 seconds.
 JZ0926
 JZ0926.The orthometric height was determined by differential leveling
 JZ0926.and adjusted by the National Geodetic Survey in June 1991..
 JZ0926
 JZ0926.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0926.See file dsdata.txt to determine how the superseded data were derived.
 JZ0926
 JZ0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ794541(NAD 83)
 JZ0926_MARKER: DB = BENCH MARK DISK
 JZ0926_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0926_SP_SET: BRIDGE
 JZ0926_STAMPING: B 274 1947
 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 = OCTOBER  6, 2006
 HB0106 ***********************************************************************
 HB0106  DESIGNATION -  B 275
 HB0106  PID         -  HB0106
 HB0106  STATE/COUNTY-  IN/POSEY
 HB0106  USGS QUAD   -  WABASH ISLAND (1981)
 HB0106
 HB0106                         *CURRENT SURVEY CONTROL
 HB0106  ___________________________________________________________________
 HB0106* NAD 83(1986)-  37 50 09.     (N)    088 01 18.     (W)     SCALED    
 HB0106* NAVD 88     -       109.934  (meters)     360.68   (feet)  ADJUSTED  
 HB0106  ___________________________________________________________________
 HB0106  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 HB0106  DYNAMIC HT  -         109.859 (meters)     360.43  (feet)  COMP
 HB0106  MODELED GRAV-     979,942.6   (mgal)                       NAVD 88
 HB0106
 HB0106  VERT ORDER  -  FIRST     CLASS II
 HB0106
 HB0106.The horizontal coordinates were scaled from a topographic map and have
 HB0106.an estimated accuracy of +/- 6 seconds.
 HB0106
 HB0106.The orthometric height was determined by differential leveling
 HB0106.and adjusted by the National Geodetic Survey in June 1991..
 HB0106
 HB0106.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HB0106
 HB0106  NGVD 29 (??/??/??)  110.039  (m)          361.02   (f) ADJUSTED    1 2
 HB0106
 HB0106.Superseded values are not recommended for survey control.
 HB0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0106.See file dsdata.txt to determine how the superseded data were derived.
 HB0106
 HB0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG101880(NAD 83)
 HB0106_MARKER: DB = BENCH MARK DISK
 HB0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0106_STAMPING: B 275 1954
 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 = OCTOBER  6, 2006
 JZ2394 ***********************************************************************
 JZ2394  DESIGNATION -  B 276
 JZ2394  PID         -  JZ2394
 JZ2394  STATE/COUNTY-  IN/HENRY
 JZ2394  USGS QUAD   -  KNIGHTSTOWN (1981)
 JZ2394
 JZ2394                         *CURRENT SURVEY CONTROL
 JZ2394  ___________________________________________________________________
 JZ2394* NAD 83(1986)-  39 50 14.     (N)    085 32 37.     (W)     SCALED    
 JZ2394* NAVD 88     -       302.631  (meters)     992.88   (feet)  ADJUSTED  
 JZ2394  ___________________________________________________________________
 JZ2394  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JZ2394  DYNAMIC HT  -         302.459 (meters)     992.32  (feet)  COMP
 JZ2394  MODELED GRAV-     980,051.0   (mgal)                       NAVD 88
 JZ2394
 JZ2394  VERT ORDER  -  SECOND    CLASS 0
 JZ2394
 JZ2394.The horizontal coordinates were scaled from a topographic map and have
 JZ2394.an estimated accuracy of +/- 6 seconds.
 JZ2394
 JZ2394.The orthometric height was determined by differential leveling
 JZ2394.and adjusted by the National Geodetic Survey in June 1991..
 JZ2394
 JZ2394.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2394.See file dsdata.txt to determine how the superseded data were derived.
 JZ2394
 JZ2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK246107(NAD 83)
 JZ2394_MARKER: DB = BENCH MARK DISK
 JZ2394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2394_STAMPING: B 276 1947
 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 = OCTOBER  6, 2006
 JZ1461 ***********************************************************************
 JZ1461  DESIGNATION -  B 277
 JZ1461  PID         -  JZ1461
 JZ1461  STATE/COUNTY-  IN/WAYNE
 JZ1461  USGS QUAD   -  NEW PARIS (1981)
 JZ1461
 JZ1461                         *CURRENT SURVEY CONTROL
 JZ1461  ___________________________________________________________________
 JZ1461* NAD 83(1986)-  39 46 40.     (N)    084 52 17.     (W)     SCALED    
 JZ1461* NAVD 88     -       329.457  (meters)    1080.89   (feet)  ADJUSTED  
 JZ1461  ___________________________________________________________________
 JZ1461  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 JZ1461  DYNAMIC HT  -         329.264 (meters)    1080.26  (feet)  COMP
 JZ1461  MODELED GRAV-     980,032.4   (mgal)                       NAVD 88
 JZ1461
 JZ1461  VERT ORDER  -  SECOND    CLASS 0
 JZ1461
 JZ1461.The horizontal coordinates were scaled from a topographic map and have
 JZ1461.an estimated accuracy of +/- 6 seconds.
 JZ1461
 JZ1461.The orthometric height was determined by differential leveling
 JZ1461.and adjusted by the National Geodetic Survey in June 1991..
 JZ1461
 JZ1461.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1461.See file dsdata.txt to determine how the superseded data were derived.
 JZ1461
 JZ1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK822052(NAD 83)
 JZ1461_MARKER: DB = BENCH MARK DISK
 JZ1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1461_STAMPING: B 277 1947
 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 = OCTOBER  6, 2006
 JA0222 ***********************************************************************
 JA0222  DESIGNATION -  B 279
 JA0222  PID         -  JA0222
 JA0222  STATE/COUNTY-  IN/WASHINGTON
 JA0222  USGS QUAD   -  SALEM (1994)
 JA0222
 JA0222                         *CURRENT SURVEY CONTROL
 JA0222  ___________________________________________________________________
 JA0222* NAD 83(1986)-  38 34 47.     (N)    086 01 50.     (W)     SCALED    
 JA0222* NAVD 88     -       240.201  (meters)     788.06   (feet)  ADJUSTED  
 JA0222  ___________________________________________________________________
 JA0222  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JA0222  DYNAMIC HT  -         240.039 (meters)     787.53  (feet)  COMP
 JA0222  MODELED GRAV-     979,947.5   (mgal)                       NAVD 88
 JA0222
 JA0222  VERT ORDER  -  FIRST     CLASS II
 JA0222
 JA0222.The horizontal coordinates were scaled from a topographic map and have
 JA0222.an estimated accuracy of +/- 6 seconds.
 JA0222
 JA0222.The orthometric height was determined by differential leveling
 JA0222.and adjusted by the National Geodetic Survey in June 1991..
 JA0222
 JA0222.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0222.See file dsdata.txt to determine how the superseded data were derived.
 JA0222
 JA0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH844705(NAD 83)
 JA0222_MARKER: DB = BENCH MARK DISK
 JA0222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0222_SP_SET: BRIDGE
 JA0222_STAMPING: B 279 1949
 JA0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0222
 JA0222  HISTORY     - Date     Condition        Report By
 JA0222  HISTORY     - 1949     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0225 ***********************************************************************
 LB0225  DESIGNATION -  B 28
 LB0225  PID         -  LB0225
 LB0225  STATE/COUNTY-  IN/MIAMI
 LB0225  USGS QUAD   -  TWELVE MILE (1991)
 LB0225
 LB0225                         *CURRENT SURVEY CONTROL
 LB0225  ___________________________________________________________________
 LB0225* NAD 83(1986)-  40 45 22.     (N)    086 09 05.     (W)     SCALED    
 LB0225* NAVD 88     -       199.843  (meters)     655.65   (feet)  ADJUSTED  
 LB0225  ___________________________________________________________________
 LB0225  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 LB0225  DYNAMIC HT  -         199.747 (meters)     655.34  (feet)  COMP
 LB0225  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 LB0225
 LB0225  VERT ORDER  -  SECOND    CLASS 0
 LB0225
 LB0225.The horizontal coordinates were scaled from a topographic map and have
 LB0225.an estimated accuracy of +/- 6 seconds.
 LB0225
 LB0225.The orthometric height was determined by differential leveling
 LB0225.and adjusted by the National Geodetic Survey in June 1991..
 LB0225
 LB0225.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0225.See file dsdata.txt to determine how the superseded data were derived.
 LB0225
 LB0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL716120(NAD 83)
 LB0225_MARKER: DB = BENCH MARK DISK
 LB0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0225_STAMPING: B 28 1934
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1946
 LB0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0803 ***********************************************************************
 JA0803  DESIGNATION -  B 280
 JA0803  PID         -  JA0803
 JA0803  STATE/COUNTY-  IN/GREENE
 JA0803  USGS QUAD   -  OWENSBURG (1978)
 JA0803
 JA0803                         *CURRENT SURVEY CONTROL
 JA0803  ___________________________________________________________________
 JA0803* NAD 83(1986)-  38 55 40.     (N)    086 44 26.     (W)     SCALED    
 JA0803* NAVD 88     -       240.356  (meters)     788.57   (feet)  ADJUSTED  
 JA0803  ___________________________________________________________________
 JA0803  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JA0803  DYNAMIC HT  -         240.205 (meters)     788.07  (feet)  COMP
 JA0803  MODELED GRAV-     979,991.6   (mgal)                       NAVD 88
 JA0803
 JA0803  VERT ORDER  -  FIRST     CLASS II
 JA0803
 JA0803.The horizontal coordinates were scaled from a topographic map and have
 JA0803.an estimated accuracy of +/- 6 seconds.
 JA0803
 JA0803.The orthometric height was determined by differential leveling
 JA0803.and adjusted by the National Geodetic Survey in June 1991..
 JA0803
 JA0803.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0803.See file dsdata.txt to determine how the superseded data were derived.
 JA0803
 JA0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ224087(NAD 83)
 JA0803_MARKER: DB = BENCH MARK DISK
 JA0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0803_STAMPING: B 280 1949
 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 = OCTOBER  6, 2006
 JA0783 ***********************************************************************
 JA0783  DESIGNATION -  B 282
 JA0783  PID         -  JA0783
 JA0783  STATE/COUNTY-  IN/LAWRENCE
 JA0783  USGS QUAD   -  OOLITIC (1978)
 JA0783
 JA0783                         *CURRENT SURVEY CONTROL
 JA0783  ___________________________________________________________________
 JA0783* NAD 83(1986)-  38 53 56.     (N)    086 31 33.     (W)     SCALED    
 JA0783* NAVD 88     -       179.465  (meters)     588.79   (feet)  ADJUSTED  
 JA0783  ___________________________________________________________________
 JA0783  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JA0783  DYNAMIC HT  -         179.354 (meters)     588.43  (feet)  COMP
 JA0783  MODELED GRAV-     980,002.6   (mgal)                       NAVD 88
 JA0783
 JA0783  VERT ORDER  -  FIRST     CLASS II
 JA0783
 JA0783.The horizontal coordinates were scaled from a topographic map and have
 JA0783.an estimated accuracy of +/- 6 seconds.
 JA0783
 JA0783.The orthometric height was determined by differential leveling
 JA0783.and adjusted by the National Geodetic Survey in June 1991..
 JA0783
 JA0783.The geoid height was determined by GEOID03.
 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     -   405,420.      948,360.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0783.See file dsdata.txt to determine how the superseded data were derived.
 JA0783
 JA0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ411056(NAD 83)
 JA0783_MARKER: DB = BENCH MARK DISK
 JA0783_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0783_SP_SET: BUILDING
 JA0783_STAMPING: B 282 1949
 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 = OCTOBER  6, 2006
 JA1213 ***********************************************************************
 JA1213  DESIGNATION -  B 283
 JA1213  PID         -  JA1213
 JA1213  STATE/COUNTY-  IN/POSEY
 JA1213  USGS QUAD   -  NEW HARMONY (1980)
 JA1213
 JA1213                         *CURRENT SURVEY CONTROL
 JA1213  ___________________________________________________________________
 JA1213* NAD 83(1986)-  38 07 47.     (N)    087 55 32.     (W)     SCALED    
 JA1213* NAVD 88     -       115.825  (meters)     380.00   (feet)  ADJUSTED  
 JA1213  ___________________________________________________________________
 JA1213  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 JA1213  DYNAMIC HT  -         115.746 (meters)     379.74  (feet)  COMP
 JA1213  MODELED GRAV-     979,954.6   (mgal)                       NAVD 88
 JA1213
 JA1213  VERT ORDER  -  FIRST     CLASS II
 JA1213
 JA1213.The horizontal coordinates were scaled from a topographic map and have
 JA1213.an estimated accuracy of +/- 6 seconds.
 JA1213
 JA1213.The orthometric height was determined by differential leveling
 JA1213.and adjusted by the National Geodetic Survey in June 1991..
 JA1213
 JA1213.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 JA1213;SPC IN W     -   320,230.      826,160.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1213.See file dsdata.txt to determine how the superseded data were derived.
 JA1213
 JA1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH188206(NAD 83)
 JA1213_MARKER: DB = BENCH MARK DISK
 JA1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1213_STAMPING: B 283 1954
 JA1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1213+STABILITY: SURFACE MOTION
 JA1213
 JA1213  HISTORY     - Date     Condition        Report By
 JA1213  HISTORY     - 1954     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1182 ***********************************************************************
 JA1182  DESIGNATION -  B 284
 JA1182  PID         -  JA1182
 JA1182  STATE/COUNTY-  IN/GIBSON
 JA1182  USGS QUAD   -  KEENSBURG (1989)
 JA1182
 JA1182                         *CURRENT SURVEY CONTROL
 JA1182  ___________________________________________________________________
 JA1182* NAD 83(1986)-  38 16 22.     (N)    087 50 43.     (W)     SCALED    
 JA1182* NAVD 88     -       117.928  (meters)     386.90   (feet)  ADJUSTED  
 JA1182  ___________________________________________________________________
 JA1182  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 JA1182  DYNAMIC HT  -         117.851 (meters)     386.65  (feet)  COMP
 JA1182  MODELED GRAV-     979,971.8   (mgal)                       NAVD 88
 JA1182
 JA1182  VERT ORDER  -  FIRST     CLASS II
 JA1182
 JA1182.The horizontal coordinates were scaled from a topographic map and have
 JA1182.an estimated accuracy of +/- 6 seconds.
 JA1182
 JA1182.The orthometric height was determined by differential leveling
 JA1182.and adjusted by the National Geodetic Survey in June 1991..
 JA1182
 JA1182.The geoid height was determined by GEOID03.
 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.      833,330.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1182.See file dsdata.txt to determine how the superseded data were derived.
 JA1182
 JA1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH260364(NAD 83)
 JA1182_MARKER: DB = BENCH MARK DISK
 JA1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1182_STAMPING: B 284 1954
 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 = OCTOBER  6, 2006
 JA1353 ***********************************************************************
 JA1353  DESIGNATION -  B 285
 JA1353  PID         -  JA1353
 JA1353  STATE/COUNTY-  IN/KNOX
 JA1353  USGS QUAD   -  ST FRANCISVILLE (1964)
 JA1353
 JA1353                         *CURRENT SURVEY CONTROL
 JA1353  ___________________________________________________________________
 JA1353* NAD 83(1986)-  38 34 05.     (N)    087 37 50.     (W)     SCALED    
 JA1353* NAVD 88     -       123.615  (meters)     405.56   (feet)  ADJUSTED  
 JA1353  ___________________________________________________________________
 JA1353  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JA1353  DYNAMIC HT  -         123.538 (meters)     405.31  (feet)  COMP
 JA1353  MODELED GRAV-     980,004.6   (mgal)                       NAVD 88
 JA1353
 JA1353  VERT ORDER  -  FIRST     CLASS II
 JA1353
 JA1353.The horizontal coordinates were scaled from a topographic map and have
 JA1353.an estimated accuracy of +/- 6 seconds.
 JA1353
 JA1353.The orthometric height was determined by differential leveling
 JA1353.and adjusted by the National Geodetic Survey in June 1991..
 JA1353
 JA1353.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1353.See file dsdata.txt to determine how the superseded data were derived.
 JA1353
 JA1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH450690(NAD 83)
 JA1353_MARKER: DB = BENCH MARK DISK
 JA1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1353_STAMPING: B 285 1954
 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 = OCTOBER  6, 2006
 ME1123 ***********************************************************************
 ME1123  DESIGNATION -  B 286
 ME1123  PID         -  ME1123
 ME1123  STATE/COUNTY-  IN/NEWTON
 ME1123  USGS QUAD   -  SCHNEIDER (1992)
 ME1123
 ME1123                         *CURRENT SURVEY CONTROL
 ME1123  ___________________________________________________________________
 ME1123* NAD 83(1986)-  41 09 58.     (N)    087 26 50.     (W)     SCALED    
 ME1123* NAVD 88     -       192.727  (meters)     632.31   (feet)  ADJUSTED  
 ME1123  ___________________________________________________________________
 ME1123  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 ME1123  DYNAMIC HT  -         192.646 (meters)     632.04  (feet)  COMP
 ME1123  MODELED GRAV-     980,197.8   (mgal)                       NAVD 88
 ME1123
 ME1123  VERT ORDER  -  SECOND    CLASS 0
 ME1123
 ME1123.The horizontal coordinates were scaled from a topographic map and have
 ME1123.an estimated accuracy of +/- 6 seconds.
 ME1123
 ME1123.The orthometric height was determined by differential leveling
 ME1123.and adjusted by the National Geodetic Survey in June 1991..
 ME1123
 ME1123.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1123.See file dsdata.txt to determine how the superseded data were derived.
 ME1123
 ME1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL624572(NAD 83)
 ME1123_MARKER: DB = BENCH MARK DISK
 ME1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1123_STAMPING: B 286 1954
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 LB1435 ***********************************************************************
 LB1435  DESIGNATION -  B 29
 LB1435  PID         -  LB1435
 LB1435  STATE/COUNTY-  IN/JASPER
 LB1435  USGS QUAD   -  WOLCOTT (1991)
 LB1435
 LB1435                         *CURRENT SURVEY CONTROL
 LB1435  ___________________________________________________________________
 LB1435* NAD 83(1986)-  40 45 36.     (N)    087 07 03.     (W)     SCALED    
 LB1435* NAVD 88     -       223.654  (meters)     733.77   (feet)  ADJUSTED  
 LB1435  ___________________________________________________________________
 LB1435  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 LB1435  DYNAMIC HT  -         223.551 (meters)     733.43  (feet)  COMP
 LB1435  MODELED GRAV-     980,159.9   (mgal)                       NAVD 88
 LB1435
 LB1435  VERT ORDER  -  SECOND    CLASS 0
 LB1435
 LB1435.The horizontal coordinates were scaled from a topographic map and have
 LB1435.an estimated accuracy of +/- 6 seconds.
 LB1435
 LB1435.The orthometric height was determined by differential leveling
 LB1435.and adjusted by the National Geodetic Survey in June 1991..
 LB1435.WARNING-Repeat measurements at this control monument indicate possible
 LB1435.vertical movement.
 LB1435
 LB1435.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1435.See file dsdata.txt to determine how the superseded data were derived.
 LB1435
 LB1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL900121(NAD 83)
 LB1435_MARKER: DB = BENCH MARK DISK
 LB1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1435_STAMPING: B 29 1934
 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             NGS
 LB1435
 LB1435                          STATION DESCRIPTION
 LB1435
 LB1435'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0148 ***********************************************************************
 KA0148  DESIGNATION -  B 291 RESET
 KA0148  PID         -  KA0148
 KA0148  STATE/COUNTY-  IN/MARION
 KA0148  USGS QUAD   -  BRIDGEPORT (1986)
 KA0148
 KA0148                         *CURRENT SURVEY CONTROL
 KA0148  ___________________________________________________________________
 KA0148* NAD 83(1986)-  39 43 51.     (N)    086 16 18.     (W)     SCALED    
 KA0148* NAVD 88     -       241.29   (meters)     791.6    (feet)  RESET     
 KA0148  ___________________________________________________________________
 KA0148  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KA0148
 KA0148  VERT ORDER  -  THIRD
 KA0148
 KA0148.This mark is at Indianapolis Int'l Airport (IND)
 KA0148
 KA0148.The horizontal coordinates were scaled from a topographic map and have
 KA0148.an estimated accuracy of +/- 6 seconds.
 KA0148
 KA0148.The orthometric height was computed from unverified reset data.
 KA0148
 KA0148.The geoid height was determined by GEOID03.
 KA0148
 KA0148;                    North         East    Units  Estimated Accuracy
 KA0148;SPC IN E     -   497,810.       48,140.      MT  (+/- 180 meters Scaled)
 KA0148
 KA0148                          SUPERSEDED SURVEY CONTROL
 KA0148
 KA0148.No superseded survey control is available for this station.
 KA0148
 KA0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ624981(NAD 83)
 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: NGS   
 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 = OCTOBER  6, 2006
 JA1308 ***********************************************************************
 JA1308  DESIGNATION -  B 292
 JA1308  PID         -  JA1308
 JA1308  STATE/COUNTY-  IN/KNOX
 JA1308  USGS QUAD   -  RUSSELLVILLE (1977)
 JA1308
 JA1308                         *CURRENT SURVEY CONTROL
 JA1308  ___________________________________________________________________
 JA1308* NAD 83(1986)-  38 48 59.     (N)    087 31 06.     (W)     SCALED    
 JA1308* NAVD 88     -       127.639  (meters)     418.76   (feet)  ADJUSTED  
 JA1308  ___________________________________________________________________
 JA1308  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 JA1308  DYNAMIC HT  -         127.562 (meters)     418.51  (feet)  COMP
 JA1308  MODELED GRAV-     980,020.2   (mgal)                       NAVD 88
 JA1308
 JA1308  VERT ORDER  -  FIRST     CLASS II
 JA1308
 JA1308.The horizontal coordinates were scaled from a topographic map and have
 JA1308.an estimated accuracy of +/- 6 seconds.
 JA1308
 JA1308.The orthometric height was determined by differential leveling
 JA1308.and adjusted by the National Geodetic Survey in June 1991..
 JA1308
 JA1308.The geoid height was determined by GEOID03.
 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     -   396,200.      862,220.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1308.See file dsdata.txt to determine how the superseded data were derived.
 JA1308
 JA1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH550965(NAD 83)
 JA1308_MARKER: DB = BENCH MARK DISK
 JA1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1308_STAMPING: B 292 1956
 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 = OCTOBER  6, 2006
 KA1108 ***********************************************************************
 KA1108  DESIGNATION -  B 293
 KA1108  PID         -  KA1108
 KA1108  STATE/COUNTY-  IN/VIGO
 KA1108  USGS QUAD   -  TERRE HAUTE (1993)
 KA1108
 KA1108                         *CURRENT SURVEY CONTROL
 KA1108  ___________________________________________________________________
 KA1108* NAD 83(1986)-  39 27 58.     (N)    087 24 51.     (W)     SCALED    
 KA1108* NAVD 88     -       154.322  (meters)     506.30   (feet)  ADJUSTED  
 KA1108  ___________________________________________________________________
 KA1108  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KA1108  DYNAMIC HT  -         154.234 (meters)     506.02  (feet)  COMP
 KA1108  MODELED GRAV-     980,057.7   (mgal)                       NAVD 88
 KA1108
 KA1108  VERT ORDER  -  FIRST     CLASS II
 KA1108
 KA1108.The horizontal coordinates were scaled from a topographic map and have
 KA1108.an estimated accuracy of +/- 6 seconds.
 KA1108
 KA1108.The orthometric height was determined by differential leveling
 KA1108.and adjusted by the National Geodetic Survey in June 1991..
 KA1108
 KA1108.The geoid height was determined by GEOID03.
 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     -   468,290.      871,530.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1108.See file dsdata.txt to determine how the superseded data were derived.
 KA1108
 KA1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ643685(NAD 83)
 KA1108_MARKER: DB = BENCH MARK DISK
 KA1108_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KA1108_SP_SET: FOUNDATION WALL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1096 ***********************************************************************
 KA1096  DESIGNATION -  B 294
 KA1096  PID         -  KA1096
 KA1096  STATE/COUNTY-  IN/VIGO
 KA1096  USGS QUAD   -  TERRE HAUTE (1993)
 KA1096
 KA1096                         *CURRENT SURVEY CONTROL
 KA1096  ___________________________________________________________________
 KA1096* NAD 83(1986)-  39 28 20.     (N)    087 25 05.     (W)     SCALED    
 KA1096* NAVD 88     -       150.954  (meters)     495.25   (feet)  ADJUSTED  
 KA1096  ___________________________________________________________________
 KA1096  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KA1096  DYNAMIC HT  -         150.869 (meters)     494.98  (feet)  COMP
 KA1096  MODELED GRAV-     980,058.3   (mgal)                       NAVD 88
 KA1096
 KA1096  VERT ORDER  -  FIRST     CLASS II
 KA1096
 KA1096.The horizontal coordinates were scaled from a topographic map and have
 KA1096.an estimated accuracy of +/- 6 seconds.
 KA1096
 KA1096.The orthometric height was determined by differential leveling
 KA1096.and adjusted by the National Geodetic Survey in June 1991..
 KA1096
 KA1096.The geoid height was determined by GEOID03.
 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     -   468,970.      871,200.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1096.See file dsdata.txt to determine how the superseded data were derived.
 KA1096
 KA1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ640692(NAD 83)
 KA1096_MARKER: DB = BENCH MARK DISK
 KA1096_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KA1096_SP_SET: FOUNDATION WALL
 KA1096_STAMPING: B 294 1956
 KA1096_MARK LOGO: CGS   
 KA1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1096+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA1059 ***********************************************************************
 HA1059  DESIGNATION -  B 296
 HA1059  PID         -  HA1059
 HA1059  STATE/COUNTY-  IN/VANDERBURGH
 HA1059  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1059
 HA1059                         *CURRENT SURVEY CONTROL
 HA1059  ___________________________________________________________________
 HA1059* NAD 83(1986)-  37 59 35.     (N)    087 32 37.     (W)     SCALED    
 HA1059* NAVD 88     -       118.651  (meters)     389.27   (feet)  ADJUSTED  
 HA1059  ___________________________________________________________________
 HA1059  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HA1059  DYNAMIC HT  -         118.569 (meters)     389.01  (feet)  COMP
 HA1059  MODELED GRAV-     979,940.9   (mgal)                       NAVD 88
 HA1059
 HA1059  VERT ORDER  -  FIRST     CLASS II
 HA1059
 HA1059.The horizontal coordinates were scaled from a topographic map and have
 HA1059.an estimated accuracy of +/- 6 seconds.
 HA1059
 HA1059.The orthometric height was determined by differential leveling
 HA1059.and adjusted by the National Geodetic Survey in June 1991..
 HA1059.WARNING-Repeat measurements at this control monument indicate possible
 HA1059.vertical movement.
 HA1059
 HA1059.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1059.See file dsdata.txt to determine how the superseded data were derived.
 HA1059
 HA1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH522051(NAD 83)
 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             NGS
 HA1059  HISTORY     - 1985     GOOD             NGS
 HA1059  HISTORY     - 1987     GOOD             USPSQD
 HA1059  HISTORY     - 19950710 GOOD             USPSQD
 HA1059
 HA1059                          STATION DESCRIPTION
 HA1059
 HA1059'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1187 ***********************************************************************
 LB1187  DESIGNATION -  B 30
 LB1187  PID         -  LB1187
 LB1187  STATE/COUNTY-  IN/WHITE
 LB1187  USGS QUAD   -  MONTICELLO NORTH (1986)
 LB1187
 LB1187                         *CURRENT SURVEY CONTROL
 LB1187  ___________________________________________________________________
 LB1187* NAD 83(1986)-  40 46 49.     (N)    086 52 28.     (W)     SCALED    
 LB1187* NAVD 88     -       210.530  (meters)     690.71   (feet)  ADJUSTED  
 LB1187  ___________________________________________________________________
 LB1187  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 LB1187  DYNAMIC HT  -         210.434 (meters)     690.40  (feet)  COMP
 LB1187  MODELED GRAV-     980,162.9   (mgal)                       NAVD 88
 LB1187
 LB1187  VERT ORDER  -  SECOND    CLASS 0
 LB1187
 LB1187.The horizontal coordinates were scaled from a topographic map and have
 LB1187.an estimated accuracy of +/- 6 seconds.
 LB1187
 LB1187.The orthometric height was determined by differential leveling
 LB1187.and adjusted by the National Geodetic Survey in June 1991..
 LB1187
 LB1187.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1187.See file dsdata.txt to determine how the superseded data were derived.
 LB1187
 LB1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL105143(NAD 83)
 LB1187_MARKER: DB = BENCH MARK DISK
 LB1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1187_STAMPING: B 30 1934
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0796 ***********************************************************************
 MD0796  DESIGNATION -  B 305
 MD0796  PID         -  MD0796
 MD0796  STATE/COUNTY-  IN/WHITLEY
 MD0796  USGS QUAD   -  ARCOLA (1981)
 MD0796
 MD0796                         *CURRENT SURVEY CONTROL
 MD0796  ___________________________________________________________________
 MD0796* NAD 83(1986)-  41 05 22.     (N)    085 21 14.     (W)     SCALED    
 MD0796* NAVD 88     -       262.933  (meters)     862.64   (feet)  ADJUSTED  
 MD0796  ___________________________________________________________________
 MD0796  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MD0796  DYNAMIC HT  -         262.829 (meters)     862.30  (feet)  COMP
 MD0796  MODELED GRAV-     980,221.6   (mgal)                       NAVD 88
 MD0796
 MD0796  VERT ORDER  -  SECOND    CLASS 0
 MD0796
 MD0796.The horizontal coordinates were scaled from a topographic map and have
 MD0796.an estimated accuracy of +/- 6 seconds.
 MD0796
 MD0796.The orthometric height was determined by differential leveling
 MD0796.and adjusted by the National Geodetic Survey in June 1991..
 MD0796
 MD0796.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0796.See file dsdata.txt to determine how the superseded data were derived.
 MD0796
 MD0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL382499(NAD 83)
 MD0796_MARKER: DB = BENCH MARK DISK
 MD0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0796_STAMPING: B 305 1963
 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 = OCTOBER  6, 2006
 JZ0580 ***********************************************************************
 JZ0580  DESIGNATION -  B 306
 JZ0580  PID         -  JZ0580
 JZ0580  STATE/COUNTY-  IN/DEARBORN
 JZ0580  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ0580
 JZ0580                         *CURRENT SURVEY CONTROL
 JZ0580  ___________________________________________________________________
 JZ0580* NAD 83(1986)-  39 04 48.     (N)    084 52 16.     (W)     SCALED    
 JZ0580* NAVD 88     -       146.711  (meters)     481.33   (feet)  ADJUSTED  
 JZ0580  ___________________________________________________________________
 JZ0580  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JZ0580  DYNAMIC HT  -         146.619 (meters)     481.03  (feet)  COMP
 JZ0580  MODELED GRAV-     979,997.8   (mgal)                       NAVD 88
 JZ0580
 JZ0580  VERT ORDER  -  FIRST     CLASS II
 JZ0580
 JZ0580.The horizontal coordinates were scaled from a topographic map and have
 JZ0580.an estimated accuracy of +/- 6 seconds.
 JZ0580
 JZ0580.The orthometric height was determined by differential leveling
 JZ0580.and adjusted by the National Geodetic Survey in June 1991..
 JZ0580
 JZ0580.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0580.See file dsdata.txt to determine how the superseded data were derived.
 JZ0580
 JZ0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ841278(NAD 83)
 JZ0580_MARKER: DB = BENCH MARK DISK
 JZ0580_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0580_SP_SET: ABUTMENT
 JZ0580_STAMPING: B 306 1964
 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 = OCTOBER  6, 2006
 KA0441 ***********************************************************************
 KA0441  DESIGNATION -  B 308
 KA0441  PID         -  KA0441
 KA0441  STATE/COUNTY-  IN/MONROE
 KA0441  USGS QUAD   -  BLOOMINGTON (1990)
 KA0441
 KA0441                         *CURRENT SURVEY CONTROL
 KA0441  ___________________________________________________________________
 KA0441* NAD 83(1986)-  39 09 46.     (N)    086 34 03.     (W)     SCALED    
 KA0441* NAVD 88     -       261.611  (meters)     858.30   (feet)  ADJUSTED  
 KA0441  ___________________________________________________________________
 KA0441  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KA0441  DYNAMIC HT  -         261.450 (meters)     857.77  (feet)  COMP
 KA0441  MODELED GRAV-     980,004.6   (mgal)                       NAVD 88
 KA0441
 KA0441  VERT ORDER  -  SECOND    CLASS 0
 KA0441
 KA0441.The horizontal coordinates were scaled from a topographic map and have
 KA0441.an estimated accuracy of +/- 6 seconds.
 KA0441
 KA0441.The orthometric height was determined by differential leveling
 KA0441.and adjusted by the National Geodetic Survey in June 1991..
 KA0441
 KA0441.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0441.See file dsdata.txt to determine how the superseded data were derived.
 KA0441
 KA0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ373349(NAD 83)
 KA0441_MARKER: DB = BENCH MARK DISK
 KA0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0441_STAMPING: B 308 1964
 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 = OCTOBER  6, 2006
 JA0051 ***********************************************************************
 JA0051  DESIGNATION -  B 309
 JA0051  PID         -  JA0051
 JA0051  STATE/COUNTY-  IN/LAWRENCE
 JA0051  USGS QUAD   -  MITCHELL (1980)
 JA0051
 JA0051                         *CURRENT SURVEY CONTROL
 JA0051  ___________________________________________________________________
 JA0051* NAD 83(1986)-  38 43 39.     (N)    086 29 04.     (W)     SCALED    
 JA0051* NAVD 88     -       215.016  (meters)     705.43   (feet)  ADJUSTED  
 JA0051  ___________________________________________________________________
 JA0051  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JA0051  DYNAMIC HT  -         214.876 (meters)     704.97  (feet)  COMP
 JA0051  MODELED GRAV-     979,972.6   (mgal)                       NAVD 88
 JA0051
 JA0051  VERT ORDER  -  FIRST     CLASS II
 JA0051
 JA0051.The horizontal coordinates were scaled from a topographic map and have
 JA0051.an estimated accuracy of +/- 6 seconds.
 JA0051
 JA0051.The orthometric height was determined by differential leveling
 JA0051.and adjusted by the National Geodetic Survey in June 1991..
 JA0051
 JA0051.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0051.See file dsdata.txt to determine how the superseded data were derived.
 JA0051
 JA0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH448866(NAD 83)
 JA0051_MARKER: DB = BENCH MARK DISK
 JA0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0051_STAMPING: B 309 1965
 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 = OCTOBER  6, 2006
 LB1607 ***********************************************************************
 LB1607  DESIGNATION -  B 31
 LB1607  PID         -  LB1607
 LB1607  STATE/COUNTY-  IN/TIPPECANOE
 LB1607  USGS QUAD   -  OTTERBEIN (1986)
 LB1607
 LB1607                         *CURRENT SURVEY CONTROL
 LB1607  ___________________________________________________________________
 LB1607* NAD 83(1986)-  40 28 27.     (N)    087 01 44.     (W)     SCALED    
 LB1607* NAVD 88     -       212.469  (meters)     697.08   (feet)  ADJUSTED  
 LB1607  ___________________________________________________________________
 LB1607  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 LB1607  DYNAMIC HT  -         212.367 (meters)     696.74  (feet)  COMP
 LB1607  MODELED GRAV-     980,136.0   (mgal)                       NAVD 88
 LB1607
 LB1607  VERT ORDER  -  SECOND    CLASS 0
 LB1607
 LB1607.The horizontal coordinates were scaled from a topographic map and have
 LB1607.an estimated accuracy of +/- 6 seconds.
 LB1607
 LB1607.The orthometric height was determined by differential leveling
 LB1607.and adjusted by the National Geodetic Survey in June 1991..
 LB1607
 LB1607.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1607.See file dsdata.txt to determine how the superseded data were derived.
 LB1607
 LB1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK975803(NAD 83)
 LB1607_MARKER: DB = BENCH MARK DISK
 LB1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1607_STAMPING: B 31 1934
 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             NGS
 LB1607
 LB1607                          STATION DESCRIPTION
 LB1607
 LB1607'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0090 ***********************************************************************
 JA0090  DESIGNATION -  B 310
 JA0090  PID         -  JA0090
 JA0090  STATE/COUNTY-  IN/ORANGE
 JA0090  USGS QUAD   -  PAOLI (1993)
 JA0090
 JA0090                         *CURRENT SURVEY CONTROL
 JA0090  ___________________________________________________________________
 JA0090* NAD 83(1986)-  38 34 44.     (N)    086 27 33.     (W)     SCALED    
 JA0090* NAVD 88     -       240.941  (meters)     790.49   (feet)  ADJUSTED  
 JA0090  ___________________________________________________________________
 JA0090  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JA0090  DYNAMIC HT  -         240.777 (meters)     789.95  (feet)  COMP
 JA0090  MODELED GRAV-     979,941.9   (mgal)                       NAVD 88
 JA0090
 JA0090  VERT ORDER  -  FIRST     CLASS II
 JA0090
 JA0090.The horizontal coordinates were scaled from a topographic map and have
 JA0090.an estimated accuracy of +/- 6 seconds.
 JA0090
 JA0090.The orthometric height was determined by differential leveling
 JA0090.and adjusted by the National Geodetic Survey in June 1991..
 JA0090
 JA0090.The geoid height was determined by GEOID03.
 JA0090
 JA0090.The dynamic height is computed by dividing the NAVD 88
 JA0090.geopotential number by the normal gravity value computed on the
 JA0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0090.degrees latitude (g = 980.6199 gals.).
 JA0090
 JA0090.The modeled gravity was interpolated from observed gravity values.
 JA0090
 JA0090;                    North         East    Units  Estimated Accuracy
 JA0090;SPC IN W     -   369,930.      954,390.      MT  (+/- 180 meters Scaled)
 JA0090
 JA0090                          SUPERSEDED SURVEY CONTROL
 JA0090
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0090.See file dsdata.txt to determine how the superseded data were derived.
 JA0090
 JA0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH471701(NAD 83)
 JA0090_MARKER: DB = BENCH MARK DISK
 JA0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0090_STAMPING: B 310 1965
 JA0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0090+STABILITY: SURFACE MOTION
 JA0090
 JA0090  HISTORY     - Date     Condition        Report By
 JA0090  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0686 ***********************************************************************
 JA0686  DESIGNATION -  B 311
 JA0686  PID         -  JA0686
 JA0686  STATE/COUNTY-  IN/MARTIN
 JA0686  USGS QUAD   -  SHOALS (1993)
 JA0686
 JA0686                         *CURRENT SURVEY CONTROL
 JA0686  ___________________________________________________________________
 JA0686* NAD 83(1986)-  38 39 42.     (N)    086 46 22.     (W)     SCALED    
 JA0686* NAVD 88     -       142.942  (meters)     468.97   (feet)  ADJUSTED  
 JA0686  ___________________________________________________________________
 JA0686  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JA0686  DYNAMIC HT  -         142.850 (meters)     468.67  (feet)  COMP
 JA0686  MODELED GRAV-     979,977.9   (mgal)                       NAVD 88
 JA0686
 JA0686  VERT ORDER  -  FIRST     CLASS II
 JA0686
 JA0686.The horizontal coordinates were scaled from a topographic map and have
 JA0686.an estimated accuracy of +/- 6 seconds.
 JA0686
 JA0686.The orthometric height was determined by differential leveling
 JA0686.and adjusted by the National Geodetic Survey in June 1991..
 JA0686
 JA0686.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0686.See file dsdata.txt to determine how the superseded data were derived.
 JA0686
 JA0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH197792(NAD 83)
 JA0686_MARKER: DB = BENCH MARK DISK
 JA0686_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0686_SP_SET: CULVERT
 JA0686_STAMPING: B 311 1965
 JA0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JA0829 ***********************************************************************
 JA0829  DESIGNATION -  B 312
 JA0829  PID         -  JA0829
 JA0829  STATE/COUNTY-  IN/DAVIESS
 JA0829  USGS QUAD   -  WASHINGTON (1980)
 JA0829
 JA0829                         *CURRENT SURVEY CONTROL
 JA0829  ___________________________________________________________________
 JA0829* NAD 83(1986)-  38 40 07.     (N)    087 07 41.     (W)     SCALED    
 JA0829* NAVD 88     -       150.181  (meters)     492.72   (feet)  ADJUSTED  
 JA0829  ___________________________________________________________________
 JA0829  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 JA0829  DYNAMIC HT  -         150.086 (meters)     492.41  (feet)  COMP
 JA0829  MODELED GRAV-     979,991.2   (mgal)                       NAVD 88
 JA0829
 JA0829  VERT ORDER  -  FIRST     CLASS II
 JA0829
 JA0829.The horizontal coordinates were scaled from a topographic map and have
 JA0829.an estimated accuracy of +/- 6 seconds.
 JA0829
 JA0829.The orthometric height was determined by differential leveling
 JA0829.and adjusted by the National Geodetic Survey in June 1991..
 JA0829
 JA0829.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0829.See file dsdata.txt to determine how the superseded data were derived.
 JA0829
 JA0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH888800(NAD 83)
 JA0829_MARKER: DB = BENCH MARK DISK
 JA0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0829_STAMPING: B 312 1965
 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 = OCTOBER  6, 2006
 JA1547 ***********************************************************************
 JA1547  DESIGNATION -  B 313 RESET 1981
 JA1547  PID         -  JA1547
 JA1547  STATE/COUNTY-  IN/CRAWFORD
 JA1547  USGS QUAD   -  BEECHWOOD (1993)
 JA1547
 JA1547                         *CURRENT SURVEY CONTROL
 JA1547  ___________________________________________________________________
 JA1547* NAD 83(1986)-  38 12 12.     (N)    086 24 14.     (W)     SCALED    
 JA1547* NAVD 88     -       133.12   (meters)     436.7    (feet)  RESET     
 JA1547  ___________________________________________________________________
 JA1547  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JA1547
 JA1547  VERT ORDER  -  THIRD
 JA1547
 JA1547.The horizontal coordinates were scaled from a topographic map and have
 JA1547.an estimated accuracy of +/- 6 seconds.
 JA1547
 JA1547.The orthometric height was computed from unverified reset data.
 JA1547
 JA1547.The geoid height was determined by GEOID03.
 JA1547
 JA1547;                    North         East    Units  Estimated Accuracy
 JA1547;SPC IN W     -   328,280.      959,510.      MT  (+/- 180 meters Scaled)
 JA1547
 JA1547                          SUPERSEDED SURVEY CONTROL
 JA1547
 JA1547  NGVD 29 (04/16/04)  133.24   (m)          437.1    (f) RESET       3  
 JA1547
 JA1547.Superseded values are not recommended for survey control.
 JA1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1547.See file dsdata.txt to determine how the superseded data were derived.
 JA1547
 JA1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH521285(NAD 83)
 JA1547_MARKER: DB = BENCH MARK DISK
 JA1547_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA1547_SP_SET: BRIDGE
 JA1547_STAMPING: B 313 RESET 1981
 JA1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1547+STABILITY: SURFACE MOTION
 JA1547
 JA1547  HISTORY     - Date     Condition        Report By
 JA1547  HISTORY     - 1981     MONUMENTED       INHD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0846 ***********************************************************************
 JA0846  DESIGNATION -  B 314
 JA0846  PID         -  JA0846
 JA0846  STATE/COUNTY-  IN/DAVIESS
 JA0846  USGS QUAD   -  WASHINGTON (1980)
 JA0846
 JA0846                         *CURRENT SURVEY CONTROL
 JA0846  ___________________________________________________________________
 JA0846* NAD 83(1986)-  38 39 28.     (N)    087 12 43.     (W)     SCALED    
 JA0846* NAVD 88     -       142.587  (meters)     467.80   (feet)  ADJUSTED  
 JA0846  ___________________________________________________________________
 JA0846  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JA0846  DYNAMIC HT  -         142.496 (meters)     467.51  (feet)  COMP
 JA0846  MODELED GRAV-     979,991.4   (mgal)                       NAVD 88
 JA0846
 JA0846  VERT ORDER  -  FIRST     CLASS II
 JA0846
 JA0846.The horizontal coordinates were scaled from a topographic map and have
 JA0846.an estimated accuracy of +/- 6 seconds.
 JA0846
 JA0846.The orthometric height was determined by differential leveling
 JA0846.and adjusted by the National Geodetic Survey in June 1991..
 JA0846
 JA0846.The geoid height was determined by GEOID03.
 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     -   378,520.      888,810.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0846.See file dsdata.txt to determine how the superseded data were derived.
 JA0846
 JA0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH815788(NAD 83)
 JA0846_MARKER: DB = BENCH MARK DISK
 JA0846_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0846_SP_SET: COPPER-CLAD STEEL ROD
 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 = OCTOBER  6, 2006
 JA0930 ***********************************************************************
 JA0930  DESIGNATION -  B 315
 JA0930  PID         -  JA0930
 JA0930  STATE/COUNTY-  IN/PIKE
 JA0930  USGS QUAD   -  MONROE CITY (1980)
 JA0930
 JA0930                         *CURRENT SURVEY CONTROL
 JA0930  ___________________________________________________________________
 JA0930* NAD 83(1986)-  38 31 36.     (N)    087 15 06.     (W)     SCALED    
 JA0930* NAVD 88     -       133.090  (meters)     436.65   (feet)  ADJUSTED  
 JA0930  ___________________________________________________________________
 JA0930  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JA0930  DYNAMIC HT  -         133.004 (meters)     436.36  (feet)  COMP
 JA0930  MODELED GRAV-     979,977.1   (mgal)                       NAVD 88
 JA0930
 JA0930  VERT ORDER  -  FIRST     CLASS II
 JA0930
 JA0930.The horizontal coordinates were scaled from a topographic map and have
 JA0930.an estimated accuracy of +/- 6 seconds.
 JA0930
 JA0930.The orthometric height was determined by differential leveling
 JA0930.and adjusted by the National Geodetic Survey in June 1991..
 JA0930
 JA0930.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0930.See file dsdata.txt to determine how the superseded data were derived.
 JA0930
 JA0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH780642(NAD 83)
 JA0930_MARKER: DB = BENCH MARK DISK
 JA0930_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0930_SP_SET: CATCH BASIN
 JA0930_STAMPING: B 315 1965
 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 = OCTOBER  6, 2006
 JA1066 ***********************************************************************
 JA1066  DESIGNATION -  B 316
 JA1066  PID         -  JA1066
 JA1066  STATE/COUNTY-  IN/GIBSON
 JA1066  USGS QUAD   -  OAKLAND CITY (1980)
 JA1066
 JA1066                         *CURRENT SURVEY CONTROL
 JA1066  ___________________________________________________________________
 JA1066* NAD 83(1986)-  38 19 08.     (N)    087 21 22.     (W)     SCALED    
 JA1066* NAVD 88     -       132.192  (meters)     433.70   (feet)  ADJUSTED  
 JA1066  ___________________________________________________________________
 JA1066  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 JA1066  DYNAMIC HT  -         132.104 (meters)     433.41  (feet)  COMP
 JA1066  MODELED GRAV-     979,964.7   (mgal)                       NAVD 88
 JA1066
 JA1066  VERT ORDER  -  FIRST     CLASS II
 JA1066
 JA1066.The horizontal coordinates were scaled from a topographic map and have
 JA1066.an estimated accuracy of +/- 6 seconds.
 JA1066
 JA1066.The orthometric height was determined by differential leveling
 JA1066.and adjusted by the National Geodetic Survey in June 1991..
 JA1066
 JA1066.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1066.See file dsdata.txt to determine how the superseded data were derived.
 JA1066
 JA1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH688412(NAD 83)
 JA1066_MARKER: DB = BENCH MARK DISK
 JA1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1066_STAMPING: B 316 1965
 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 = OCTOBER  6, 2006
 HA0561 ***********************************************************************
 HA0561  DESIGNATION -  B 318
 HA0561  PID         -  HA0561
 HA0561  STATE/COUNTY-  IN/SPENCER
 HA0561  USGS QUAD   -  ROCKPORT (1982)
 HA0561
 HA0561                         *CURRENT SURVEY CONTROL
 HA0561  ___________________________________________________________________
 HA0561* NAD 83(1986)-  37 59 18.     (N)    087 02 19.     (W)     SCALED    
 HA0561* NAVD 88     -       125.877  (meters)     412.98   (feet)  ADJUSTED  
 HA0561  ___________________________________________________________________
 HA0561  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 HA0561  DYNAMIC HT  -         125.793 (meters)     412.71  (feet)  COMP
 HA0561  MODELED GRAV-     979,962.0   (mgal)                       NAVD 88
 HA0561
 HA0561  VERT ORDER  -  FIRST     CLASS II
 HA0561
 HA0561.The horizontal coordinates were scaled from a topographic map and have
 HA0561.an estimated accuracy of +/- 6 seconds.
 HA0561
 HA0561.The orthometric height was determined by differential leveling
 HA0561.and adjusted by the National Geodetic Survey in June 1991..
 HA0561
 HA0561.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0561.See file dsdata.txt to determine how the superseded data were derived.
 HA0561
 HA0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH966045(NAD 83)
 HA0561_MARKER: DB = BENCH MARK DISK
 HA0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0561_STAMPING: B 318 1965
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1012 ***********************************************************************
 JZ1012  DESIGNATION -  B 319
 JZ1012  PID         -  JZ1012
 JZ1012  STATE/COUNTY-  IN/OHIO
 JZ1012  USGS QUAD   -  AURORA (1981)
 JZ1012
 JZ1012                         *CURRENT SURVEY CONTROL
 JZ1012  ___________________________________________________________________
 JZ1012* NAD 83(1986)-  39 00 33.     (N)    084 52 36.     (W)     SCALED    
 JZ1012* NAVD 88     -       148.168  (meters)     486.11   (feet)  ADJUSTED  
 JZ1012  ___________________________________________________________________
 JZ1012  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ1012  DYNAMIC HT  -         148.075 (meters)     485.81  (feet)  COMP
 JZ1012  MODELED GRAV-     979,994.0   (mgal)                       NAVD 88
 JZ1012
 JZ1012  VERT ORDER  -  FIRST     CLASS II
 JZ1012
 JZ1012.The horizontal coordinates were scaled from a topographic map and have
 JZ1012.an estimated accuracy of +/- 6 seconds.
 JZ1012
 JZ1012.The orthometric height was determined by differential leveling
 JZ1012.and adjusted by the National Geodetic Survey in June 1991..
 JZ1012
 JZ1012.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1012.See file dsdata.txt to determine how the superseded data were derived.
 JZ1012
 JZ1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ838199(NAD 83)
 JZ1012_MARKER: DB = BENCH MARK DISK
 JZ1012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1012_SP_SET: BRIDGE
 JZ1012_STAMPING: B 319 1965
 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 = OCTOBER  6, 2006
 HZ1022 ***********************************************************************
 HZ1022  DESIGNATION -  B 320
 HZ1022  PID         -  HZ1022
 HZ1022  STATE/COUNTY-  IN/SWITZERLAND
 HZ1022  USGS QUAD   -  VEVAY NORTH (1994)
 HZ1022
 HZ1022                         *CURRENT SURVEY CONTROL
 HZ1022  ___________________________________________________________________
 HZ1022* NAD 83(1986)-  38 46 20.     (N)    085 00 17.     (W)     SCALED    
 HZ1022* NAVD 88     -       146.537  (meters)     480.76   (feet)  ADJUSTED  
 HZ1022  ___________________________________________________________________
 HZ1022  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ1022  DYNAMIC HT  -         146.444 (meters)     480.46  (feet)  COMP
 HZ1022  MODELED GRAV-     979,987.7   (mgal)                       NAVD 88
 HZ1022
 HZ1022  VERT ORDER  -  FIRST     CLASS II
 HZ1022
 HZ1022.The horizontal coordinates were scaled from a topographic map and have
 HZ1022.an estimated accuracy of +/- 6 seconds.
 HZ1022
 HZ1022.The orthometric height was determined by differential leveling
 HZ1022.and adjusted by the National Geodetic Survey in June 1991..
 HZ1022
 HZ1022.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1022.See file dsdata.txt to determine how the superseded data were derived.
 HZ1022
 HZ1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH733933(NAD 83)
 HZ1022_MARKER: DB = BENCH MARK DISK
 HZ1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1022_STAMPING: B 320 1965
 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 = OCTOBER  6, 2006
 HZ1058 ***********************************************************************
 HZ1058  DESIGNATION -  B 321
 HZ1058  PID         -  HZ1058
 HZ1058  STATE/COUNTY-  IN/JEFFERSON
 HZ1058  USGS QUAD   -  MADISON WEST (1993)
 HZ1058
 HZ1058                         *CURRENT SURVEY CONTROL
 HZ1058  ___________________________________________________________________
 HZ1058* NAD 83(1986)-  38 44 12.     (N)    085 26 27.     (W)     SCALED    
 HZ1058* NAVD 88     -       211.568  (meters)     694.12   (feet)  ADJUSTED  
 HZ1058  ___________________________________________________________________
 HZ1058  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ1058  DYNAMIC HT  -         211.429 (meters)     693.66  (feet)  COMP
 HZ1058  MODELED GRAV-     979,970.5   (mgal)                       NAVD 88
 HZ1058
 HZ1058  VERT ORDER  -  FIRST     CLASS II
 HZ1058
 HZ1058.The horizontal coordinates were scaled from a topographic map and have
 HZ1058.an estimated accuracy of +/- 6 seconds.
 HZ1058
 HZ1058.The orthometric height was determined by differential leveling
 HZ1058.and adjusted by the National Geodetic Survey in June 1991..
 HZ1058
 HZ1058.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1058.See file dsdata.txt to determine how the superseded data were derived.
 HZ1058
 HZ1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH355887(NAD 83)
 HZ1058_MARKER: DB = BENCH MARK DISK
 HZ1058_SETTING: 66 = SET IN ROCK OUTCROP
 HZ1058_SP_SET: ROCK CLIFT
 HZ1058_STAMPING: B 321 1965
 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 = OCTOBER  6, 2006
 HZ1613 ***********************************************************************
 HZ1613  DESIGNATION -  B 322
 HZ1613  PID         -  HZ1613
 HZ1613  STATE/COUNTY-  IN/CLARK
 HZ1613  USGS QUAD   -  CHARLESTOWN (1993)
 HZ1613
 HZ1613                         *CURRENT SURVEY CONTROL
 HZ1613  ___________________________________________________________________
 HZ1613* NAD 83(1986)-  38 27 17.     (N)    085 37 56.     (W)     SCALED    
 HZ1613* NAVD 88     -       138.979  (meters)     455.97   (feet)  ADJUSTED  
 HZ1613  ___________________________________________________________________
 HZ1613  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HZ1613  DYNAMIC HT  -         138.886 (meters)     455.66  (feet)  COMP
 HZ1613  MODELED GRAV-     979,959.0   (mgal)                       NAVD 88
 HZ1613
 HZ1613  VERT ORDER  -  FIRST     CLASS II
 HZ1613
 HZ1613.The horizontal coordinates were scaled from a topographic map and have
 HZ1613.an estimated accuracy of +/- 6 seconds.
 HZ1613
 HZ1613.The orthometric height was determined by differential leveling
 HZ1613.and adjusted by the National Geodetic Survey in June 1991..
 HZ1613
 HZ1613.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1613.See file dsdata.txt to determine how the superseded data were derived.
 HZ1613
 HZ1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH193571(NAD 83)
 HZ1613_MARKER: DB = BENCH MARK DISK
 HZ1613_SETTING: 66 = SET IN ROCK OUTCROP
 HZ1613_SP_SET: ROCK LEDGE
 HZ1613_STAMPING: B 322 1965
 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 = OCTOBER  6, 2006
 HZ1568 ***********************************************************************
 HZ1568  DESIGNATION -  B 323
 HZ1568  PID         -  HZ1568
 HZ1568  STATE/COUNTY-  IN/FLOYD
 HZ1568  USGS QUAD   -  NEW ALBANY (1992)
 HZ1568
 HZ1568                         *CURRENT SURVEY CONTROL
 HZ1568  ___________________________________________________________________
 HZ1568* NAD 83(1986)-  38 15 18.     (N)    085 50 45.     (W)     SCALED    
 HZ1568* NAVD 88     -       133.175  (meters)     436.93   (feet)  ADJUSTED  
 HZ1568  ___________________________________________________________________
 HZ1568  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 HZ1568  DYNAMIC HT  -         133.085 (meters)     436.63  (feet)  COMP
 HZ1568  MODELED GRAV-     979,948.4   (mgal)                       NAVD 88
 HZ1568
 HZ1568  VERT ORDER  -  FIRST     CLASS II
 HZ1568
 HZ1568.The horizontal coordinates were scaled from a topographic map and have
 HZ1568.an estimated accuracy of +/- 6 seconds.
 HZ1568
 HZ1568.The orthometric height was determined by differential leveling
 HZ1568.and adjusted by the National Geodetic Survey in June 1991..
 HZ1568
 HZ1568.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1568.See file dsdata.txt to determine how the superseded data were derived.
 HZ1568
 HZ1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH009347(NAD 83)
 HZ1568_MARKER: DB = BENCH MARK DISK
 HZ1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1568_STAMPING: B 323 1965
 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 = OCTOBER  6, 2006
 JA0443 ***********************************************************************
 JA0443  DESIGNATION -  B 324
 JA0443  PID         -  JA0443
 JA0443  STATE/COUNTY-  IN/HARRISON
 JA0443  USGS QUAD   -  LACONIA (1994)
 JA0443
 JA0443                         *CURRENT SURVEY CONTROL
 JA0443  ___________________________________________________________________
 JA0443* NAD 83(1986)-  38 00 55.     (N)    086 01 00.     (W)     SCALED    
 JA0443* NAVD 88     -       182.221  (meters)     597.84   (feet)  ADJUSTED  
 JA0443  ___________________________________________________________________
 JA0443  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JA0443  DYNAMIC HT  -         182.092 (meters)     597.41  (feet)  COMP
 JA0443  MODELED GRAV-     979,917.5   (mgal)                       NAVD 88
 JA0443
 JA0443  VERT ORDER  -  FIRST     CLASS II
 JA0443
 JA0443.The horizontal coordinates were scaled from a topographic map and have
 JA0443.an estimated accuracy of +/- 6 seconds.
 JA0443
 JA0443.The orthometric height was determined by differential leveling
 JA0443.and adjusted by the National Geodetic Survey in June 1991..
 JA0443
 JA0443.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0443.See file dsdata.txt to determine how the superseded data were derived.
 JA0443
 JA0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH863079(NAD 83)
 JA0443_MARKER: DB = BENCH MARK DISK
 JA0443_SETTING: 66 = SET IN ROCK OUTCROP
 JA0443_SP_SET: ROCK LEDGE
 JA0443_STAMPING: B 324 1965
 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 = OCTOBER  6, 2006
 HA1111 ***********************************************************************
 HA1111  DESIGNATION -  B 325
 HA1111  PID         -  HA1111
 HA1111  STATE/COUNTY-  IN/VANDERBURGH
 HA1111  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1111
 HA1111                         *CURRENT SURVEY CONTROL
 HA1111  ___________________________________________________________________
 HA1111* NAD 83(1986)-  37 58 40.     (N)    087 35 33.     (W)     SCALED    
 HA1111* NAVD 88     -       122.139  (meters)     400.72   (feet)  ADJUSTED  
 HA1111  ___________________________________________________________________
 HA1111  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HA1111  DYNAMIC HT  -         122.055 (meters)     400.44  (feet)  COMP
 HA1111  MODELED GRAV-     979,936.9   (mgal)                       NAVD 88
 HA1111
 HA1111  VERT ORDER  -  FIRST     CLASS II
 HA1111
 HA1111.The horizontal coordinates were scaled from a topographic map and have
 HA1111.an estimated accuracy of +/- 6 seconds.
 HA1111
 HA1111.The orthometric height was determined by differential leveling
 HA1111.and adjusted by the National Geodetic Survey in June 1991..
 HA1111.WARNING-Repeat measurements at this control monument indicate possible
 HA1111.vertical movement.
 HA1111
 HA1111.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1111.See file dsdata.txt to determine how the superseded data were derived.
 HA1111
 HA1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH479035(NAD 83)
 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 = OCTOBER  6, 2006
 HA1116 ***********************************************************************
 HA1116  CBN         -  This is a Cooperative Base Network Control Station.
 HA1116  DESIGNATION -  B 326
 HA1116  PID         -  HA1116
 HA1116  STATE/COUNTY-  IN/VANDERBURGH
 HA1116  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1116
 HA1116                         *CURRENT SURVEY CONTROL
 HA1116  ___________________________________________________________________
 HA1116* NAD 83(1997)-  37 56 52.49422(N)    087 30 41.69508(W)     ADJUSTED  
 HA1116* NAVD 88     -       115.109  (meters)     377.65   (feet)  ADJUSTED  
 HA1116  ___________________________________________________________________
 HA1116  X           -     218,652.500 (meters)                     COMP
 HA1116  Y           -  -5,031,303.954 (meters)                     COMP
 HA1116  Z           -   3,900,938.418 (meters)                     COMP
 HA1116  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 HA1116  ELLIP HEIGHT-          84.12  (meters)          (04/10/98) GPS OBS
 HA1116  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HA1116  DYNAMIC HT  -         115.030 (meters)     377.39  (feet)  COMP
 HA1116  MODELED GRAV-     979,942.5   (mgal)                       NAVD 88
 HA1116
 HA1116  HORZ ORDER  -  B
 HA1116  VERT ORDER  -  FIRST     CLASS II
 HA1116  ELLP ORDER  -  FOURTH    CLASS I
 HA1116
 HA1116.The horizontal coordinates were established by GPS observations
 HA1116.and adjusted by the National Geodetic Survey in April 1998..
 HA1116
 HA1116.The orthometric height was determined by differential leveling
 HA1116.and adjusted by the National Geodetic Survey in June 1991..
 HA1116
 HA1116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA1116
 HA1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1116
 HA1116.The ellipsoidal height was determined by GPS observations
 HA1116.and is referenced to NAD 83.
 HA1116
 HA1116.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 HA1116;SPC IN W     -   299,799.503   862,360.449   MT  0.99998411   -0 15 48.1
 HA1116;SPC IN W     -   983,592.20  2,829,260.91   sFT  0.99998411   -0 15 48.1
 HA1116;UTM  16      - 4,200,159.512   455,052.574   MT  0.99962488   -0 18 52.6
 HA1116
 HA1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1116!SPC IN W     -   0.99998680  x   0.99998411  =   0.99997091
 HA1116!UTM  16      -   0.99998680  x   0.99962488  =   0.99961169
 HA1116
 HA1116                          SUPERSEDED SURVEY CONTROL
 HA1116
 HA1116  NAVD 88 (04/10/98)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1116.See file dsdata.txt to determine how the superseded data were derived.
 HA1116
 HA1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5505300160(NAD 83)
 HA1116_MARKER: DB = BENCH MARK DISK
 HA1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA1116_STAMPING: B 326 1965
 HA1116_MARK LOGO: CGS   
 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 - July 21, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0504 ***********************************************************************
 JA0504  DESIGNATION -  B 327
 JA0504  PID         -  JA0504
 JA0504  STATE/COUNTY-  IN/CRAWFORD
 JA0504  USGS QUAD   -  BEECHWOOD (1993)
 JA0504
 JA0504                         *CURRENT SURVEY CONTROL
 JA0504  ___________________________________________________________________
 JA0504* NAD 83(1986)-  38 13 08.     (N)    086 28 43.     (W)     SCALED    
 JA0504* NAVD 88     -       139.470  (meters)     457.58   (feet)  ADJUSTED  
 JA0504  ___________________________________________________________________
 JA0504  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JA0504  DYNAMIC HT  -         139.371 (meters)     457.25  (feet)  COMP
 JA0504  MODELED GRAV-     979,917.7   (mgal)                       NAVD 88
 JA0504
 JA0504  VERT ORDER  -  FIRST     CLASS II
 JA0504
 JA0504.The horizontal coordinates were scaled from a topographic map and have
 JA0504.an estimated accuracy of +/- 6 seconds.
 JA0504
 JA0504.The orthometric height was determined by differential leveling
 JA0504.and adjusted by the National Geodetic Survey in June 1991..
 JA0504
 JA0504.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0504.See file dsdata.txt to determine how the superseded data were derived.
 JA0504
 JA0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH456302(NAD 83)
 JA0504_MARKER: DB = BENCH MARK DISK
 JA0504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0504_SP_SET: CULVERT
 JA0504_STAMPING: B 327 1965
 JA0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0504
 JA0504  HISTORY     - Date     Condition        Report By
 JA0504  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0532 ***********************************************************************
 JA0532  DESIGNATION -  B 328
 JA0532  PID         -  JA0532
 JA0532  STATE/COUNTY-  IN/CRAWFORD
 JA0532  USGS QUAD   -  TASWELL (1993)
 JA0532
 JA0532                         *CURRENT SURVEY CONTROL
 JA0532  ___________________________________________________________________
 JA0532* NAD 83(1986)-  38 19 17.     (N)    086 36 50.     (W)     SCALED    
 JA0532* NAVD 88     -       222.684  (meters)     730.59   (feet)  ADJUSTED  
 JA0532  ___________________________________________________________________
 JA0532  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JA0532  DYNAMIC HT  -         222.529 (meters)     730.08  (feet)  COMP
 JA0532  MODELED GRAV-     979,931.2   (mgal)                       NAVD 88
 JA0532
 JA0532  VERT ORDER  -  FIRST     CLASS II
 JA0532
 JA0532.The horizontal coordinates were scaled from a topographic map and have
 JA0532.an estimated accuracy of +/- 6 seconds.
 JA0532
 JA0532.The orthometric height was determined by differential leveling
 JA0532.and adjusted by the National Geodetic Survey in June 1991..
 JA0532
 JA0532.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0532.See file dsdata.txt to determine how the superseded data were derived.
 JA0532
 JA0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH337415(NAD 83)
 JA0532_MARKER: DB = BENCH MARK DISK
 JA0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0532_STAMPING: B 328 1965
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA0741 ***********************************************************************
 HA0741  DESIGNATION -  B 329
 HA0741  PID         -  HA0741
 HA0741  STATE/COUNTY-  IN/SPENCER
 HA0741  USGS QUAD   -  ROCKPORT (1982)
 HA0741
 HA0741                         *CURRENT SURVEY CONTROL
 HA0741  ___________________________________________________________________
 HA0741* NAD 83(1986)-  37 54 05.     (N)    087 06 35.     (W)     SCALED    
 HA0741* NAVD 88     -       124.652  (meters)     408.96   (feet)  ADJUSTED  
 HA0741  ___________________________________________________________________
 HA0741  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 HA0741  DYNAMIC HT  -         124.568 (meters)     408.69  (feet)  COMP
 HA0741  MODELED GRAV-     979,954.4   (mgal)                       NAVD 88
 HA0741
 HA0741  VERT ORDER  -  FIRST     CLASS II
 HA0741
 HA0741.The horizontal coordinates were scaled from a topographic map and have
 HA0741.an estimated accuracy of +/- 6 seconds.
 HA0741
 HA0741.The orthometric height was determined by differential leveling
 HA0741.and adjusted by the National Geodetic Survey in June 1991..
 HA0741
 HA0741.The geoid height was determined by GEOID03.
 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     -   294,550.      897,680.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0741.See file dsdata.txt to determine how the superseded data were derived.
 HA0741
 HA0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG903948(NAD 83)
 HA0741_MARKER: DB = BENCH MARK DISK
 HA0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0741_STAMPING: B 329 1965
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0642 ***********************************************************************
 KA0642  DESIGNATION -  B 33
 KA0642  PID         -  KA0642
 KA0642  STATE/COUNTY-  IN/MONTGOMERY
 KA0642  USGS QUAD   -  NEW MARKET (1980)
 KA0642
 KA0642                         *CURRENT SURVEY CONTROL
 KA0642  ___________________________________________________________________
 KA0642* NAD 83(1986)-  39 58 17.     (N)    086 53 54.     (W)     SCALED    
 KA0642* NAVD 88     -       241.960  (meters)     793.83   (feet)  ADJUSTED  
 KA0642  ___________________________________________________________________
 KA0642  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KA0642  DYNAMIC HT  -         241.828 (meters)     793.40  (feet)  COMP
 KA0642  MODELED GRAV-     980,075.6   (mgal)                       NAVD 88
 KA0642
 KA0642  VERT ORDER  -  SECOND    CLASS 0
 KA0642
 KA0642.The horizontal coordinates were scaled from a topographic map and have
 KA0642.an estimated accuracy of +/- 6 seconds.
 KA0642
 KA0642.The orthometric height was determined by differential leveling
 KA0642.and adjusted by the National Geodetic Survey in June 1991..
 KA0642
 KA0642.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0642.See file dsdata.txt to determine how the superseded data were derived.
 KA0642
 KA0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK086245(NAD 83)
 KA0642_MARKER: DB = BENCH MARK DISK
 KA0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0642_STAMPING: B 33 1934
 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             NGS
 KA0642
 KA0642                          STATION DESCRIPTION
 KA0642
 KA0642'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0633 ***********************************************************************
 JA0633  DESIGNATION -  B 330
 JA0633  PID         -  JA0633
 JA0633  STATE/COUNTY-  IN/PERRY
 JA0633  USGS QUAD   -  DERBY (1993)
 JA0633
 JA0633                         *CURRENT SURVEY CONTROL
 JA0633  ___________________________________________________________________
 JA0633* NAD 83(1986)-  38 00 49.     (N)    086 32 03.     (W)     SCALED    
 JA0633* NAVD 88     -       127.754  (meters)     419.14   (feet)  ADJUSTED  
 JA0633  ___________________________________________________________________
 JA0633  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JA0633  DYNAMIC HT  -         127.662 (meters)     418.84  (feet)  COMP
 JA0633  MODELED GRAV-     979,909.6   (mgal)                       NAVD 88
 JA0633
 JA0633  VERT ORDER  -  FIRST     CLASS II
 JA0633
 JA0633.The horizontal coordinates were scaled from a topographic map and have
 JA0633.an estimated accuracy of +/- 6 seconds.
 JA0633
 JA0633.The orthometric height was determined by differential leveling
 JA0633.and adjusted by the National Geodetic Survey in June 1991..
 JA0633
 JA0633.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0633.See file dsdata.txt to determine how the superseded data were derived.
 JA0633
 JA0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH408074(NAD 83)
 JA0633_MARKER: DB = BENCH MARK DISK
 JA0633_SETTING: 66 = SET IN ROCK OUTCROP
 JA0633_SP_SET: ROCK OUTCROP
 JA0633_STAMPING: B 330 1965
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0982 ***********************************************************************
 JA0982  DESIGNATION -  B 331
 JA0982  PID         -  JA0982
 JA0982  STATE/COUNTY-  IN/DUBOIS
 JA0982  USGS QUAD   -  VELPEN (1980)
 JA0982
 JA0982                         *CURRENT SURVEY CONTROL
 JA0982  ___________________________________________________________________
 JA0982* NAD 83(1986)-  38 20 43.     (N)    087 04 18.     (W)     SCALED    
 JA0982* NAVD 88     -       136.638  (meters)     448.29   (feet)  ADJUSTED  
 JA0982  ___________________________________________________________________
 JA0982  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JA0982  DYNAMIC HT  -         136.547 (meters)     447.99  (feet)  COMP
 JA0982  MODELED GRAV-     979,962.4   (mgal)                       NAVD 88
 JA0982
 JA0982  VERT ORDER  -  FIRST     CLASS II
 JA0982
 JA0982.The horizontal coordinates were scaled from a topographic map and have
 JA0982.an estimated accuracy of +/- 6 seconds.
 JA0982
 JA0982.The orthometric height was determined by differential leveling
 JA0982.and adjusted by the National Geodetic Survey in June 1991..
 JA0982
 JA0982.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0982.See file dsdata.txt to determine how the superseded data were derived.
 JA0982
 JA0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH937441(NAD 83)
 JA0982_MARKER: DB = BENCH MARK DISK
 JA0982_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0982_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA0982_STAMPING: B 331 1965
 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 = OCTOBER  6, 2006
 JA1018 ***********************************************************************
 JA1018  DESIGNATION -  B 332
 JA1018  PID         -  JA1018
 JA1018  STATE/COUNTY-  IN/GIBSON
 JA1018  USGS QUAD   -  OAKLAND CITY (1980)
 JA1018
 JA1018                         *CURRENT SURVEY CONTROL
 JA1018  ___________________________________________________________________
 JA1018* NAD 83(1986)-  38 20 13.     (N)    087 21 01.     (W)     SCALED    
 JA1018* NAVD 88     -       141.627  (meters)     464.65   (feet)  ADJUSTED  
 JA1018  ___________________________________________________________________
 JA1018  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JA1018  DYNAMIC HT  -         141.534 (meters)     464.35  (feet)  COMP
 JA1018  MODELED GRAV-     979,966.4   (mgal)                       NAVD 88
 JA1018
 JA1018  VERT ORDER  -  FIRST     CLASS II
 JA1018
 JA1018.The horizontal coordinates were scaled from a topographic map and have
 JA1018.an estimated accuracy of +/- 6 seconds.
 JA1018
 JA1018.The orthometric height was determined by differential leveling
 JA1018.and adjusted by the National Geodetic Survey in June 1991..
 JA1018
 JA1018.The geoid height was determined by GEOID03.
 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     -   342,930.      876,660.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1018.See file dsdata.txt to determine how the superseded data were derived.
 JA1018
 JA1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH693432(NAD 83)
 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
 JA1018  HISTORY     - Date     Condition        Report By
 JA1018  HISTORY     - 1965     MONUMENTED       CGS
 JA1018  HISTORY     - 1985     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0626 ***********************************************************************
 MD0626  DESIGNATION -  B 333
 MD0626  PID         -  MD0626
 MD0626  STATE/COUNTY-  IN/ALLEN
 MD0626  USGS QUAD   -  FORT WAYNE EAST (1981)
 MD0626
 MD0626                         *CURRENT SURVEY CONTROL
 MD0626  ___________________________________________________________________
 MD0626* NAD 83(1986)-  41 04 18.     (N)    085 06 51.     (W)     SCALED    
 MD0626* NAVD 88     -       242.760  (meters)     796.46   (feet)  ADJUSTED  
 MD0626  ___________________________________________________________________
 MD0626  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MD0626  DYNAMIC HT  -         242.664 (meters)     796.14  (feet)  COMP
 MD0626  MODELED GRAV-     980,219.4   (mgal)                       NAVD 88
 MD0626
 MD0626  VERT ORDER  -  FIRST     CLASS I
 MD0626
 MD0626.The horizontal coordinates were scaled from a topographic map and have
 MD0626.an estimated accuracy of +/- 6 seconds.
 MD0626
 MD0626.The orthometric height was determined by differential leveling
 MD0626.and adjusted by the National Geodetic Survey in June 1991..
 MD0626
 MD0626.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0626.See file dsdata.txt to determine how the superseded data were derived.
 MD0626
 MD0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL584484(NAD 83)
 MD0626_MARKER: DB = BENCH MARK DISK
 MD0626_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0626_SP_SET: FOUNDATION
 MD0626_STAMPING: B 333 1968
 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 = OCTOBER  6, 2006
 MD1019 ***********************************************************************
 MD1019  DESIGNATION -  B 334
 MD1019  PID         -  MD1019
 MD1019  STATE/COUNTY-  IN/KOSCIUSKO
 MD1019  USGS QUAD   -  WARSAW (1994)
 MD1019
 MD1019                         *CURRENT SURVEY CONTROL
 MD1019  ___________________________________________________________________
 MD1019* NAD 83(1986)-  41 14 07.     (N)    085 50 59.     (W)     SCALED    
 MD1019* NAVD 88     -       248.693  (meters)     815.92   (feet)  ADJUSTED  
 MD1019  ___________________________________________________________________
 MD1019  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 MD1019  DYNAMIC HT  -         248.587 (meters)     815.57  (feet)  COMP
 MD1019  MODELED GRAV-     980,191.5   (mgal)                       NAVD 88
 MD1019
 MD1019  VERT ORDER  -  FIRST     CLASS I
 MD1019
 MD1019.The horizontal coordinates were scaled from a topographic map and have
 MD1019.an estimated accuracy of +/- 6 seconds.
 MD1019
 MD1019.The orthometric height was determined by differential leveling
 MD1019.and adjusted by the National Geodetic Survey in June 1991..
 MD1019
 MD1019.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1019.See file dsdata.txt to determine how the superseded data were derived.
 MD1019
 MD1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL963655(NAD 83)
 MD1019_MARKER: DB = BENCH MARK DISK
 MD1019_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD1019_SP_SET: 60.4 FEET
 MD1019_STAMPING: B 334 1968
 MD1019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  6, 2006
 ME0288 ***********************************************************************
 ME0288  DESIGNATION -  B 335
 ME0288  PID         -  ME0288
 ME0288  STATE/COUNTY-  IN/MARSHALL
 ME0288  USGS QUAD   -  DONALDSON (1972)
 ME0288
 ME0288                         *CURRENT SURVEY CONTROL
 ME0288  ___________________________________________________________________
 ME0288* NAD 83(1986)-  41 21 30.     (N)    086 25 49.     (W)     SCALED    
 ME0288* NAVD 88     -       243.845  (meters)     800.01   (feet)  ADJUSTED  
 ME0288  ___________________________________________________________________
 ME0288  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0288  DYNAMIC HT  -         243.745 (meters)     799.69  (feet)  COMP
 ME0288  MODELED GRAV-     980,208.0   (mgal)                       NAVD 88
 ME0288
 ME0288  VERT ORDER  -  FIRST     CLASS I
 ME0288
 ME0288.The horizontal coordinates were scaled from a topographic map and have
 ME0288.an estimated accuracy of +/- 6 seconds.
 ME0288
 ME0288.The orthometric height was determined by differential leveling
 ME0288.and adjusted by the National Geodetic Survey in June 1991..
 ME0288
 ME0288.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0288.See file dsdata.txt to determine how the superseded data were derived.
 ME0288
 ME0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL476786(NAD 83)
 ME0288_MARKER: DB = BENCH MARK DISK
 ME0288_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME0288_SP_SET: 16 FEET
 ME0288_STAMPING: B 335 1968
 ME0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  6, 2006
 ME0569 ***********************************************************************
 ME0569  DESIGNATION -  B 336
 ME0569  PID         -  ME0569
 ME0569  STATE/COUNTY-  IN/LA PORTE
 ME0569  USGS QUAD   -  WANATAH (1972)
 ME0569
 ME0569                         *CURRENT SURVEY CONTROL
 ME0569  ___________________________________________________________________
 ME0569* NAD 83(1986)-  41 26 01.     (N)    086 54 02.     (W)     SCALED    
 ME0569* NAVD 88     -       222.946  (meters)     731.45   (feet)  ADJUSTED  
 ME0569  ___________________________________________________________________
 ME0569  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 ME0569  DYNAMIC HT  -         222.855 (meters)     731.15  (feet)  COMP
 ME0569  MODELED GRAV-     980,211.8   (mgal)                       NAVD 88
 ME0569
 ME0569  VERT ORDER  -  FIRST     CLASS I
 ME0569
 ME0569.The horizontal coordinates were scaled from a topographic map and have
 ME0569.an estimated accuracy of +/- 6 seconds.
 ME0569
 ME0569.The orthometric height was determined by differential leveling
 ME0569.and adjusted by the National Geodetic Survey in June 1991..
 ME0569
 ME0569.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0569.See file dsdata.txt to determine how the superseded data were derived.
 ME0569
 ME0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL083868(NAD 83)
 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             NGS
 ME0569  HISTORY     - 19920901 GOOD             NGS
 ME0569
 ME0569                          STATION DESCRIPTION
 ME0569
 ME0569'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1904 ***********************************************************************
 LB1904  DESIGNATION -  B 34
 LB1904  PID         -  LB1904
 LB1904  STATE/COUNTY-  IN/VERMILLION
 LB1904  USGS QUAD   -  DANVILLE NE (1978)
 LB1904
 LB1904                         *CURRENT SURVEY CONTROL
 LB1904  ___________________________________________________________________
 LB1904* NAD 83(1986)-  40 08 35.     (N)    087 31 35.     (W)     SCALED    
 LB1904* NAVD 88     -       195.524  (meters)     641.48   (feet)  ADJUSTED  
 LB1904  ___________________________________________________________________
 LB1904  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 LB1904  DYNAMIC HT  -         195.425 (meters)     641.16  (feet)  COMP
 LB1904  MODELED GRAV-     980,118.1   (mgal)                       NAVD 88
 LB1904
 LB1904  VERT ORDER  -  SECOND    CLASS 0
 LB1904
 LB1904.The horizontal coordinates were scaled from a topographic map and have
 LB1904.an estimated accuracy of +/- 6 seconds.
 LB1904
 LB1904.The orthometric height was determined by differential leveling
 LB1904.and adjusted by the National Geodetic Survey in June 1991..
 LB1904
 LB1904.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1904.See file dsdata.txt to determine how the superseded data were derived.
 LB1904
 LB1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK551437(NAD 83)
 LB1904_MARKER: DB = BENCH MARK DISK
 LB1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1904_STAMPING: B 34 1934
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1966
 LB1904'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2124 ***********************************************************************
 ME2124  DESIGNATION -  B 349
 ME2124  PID         -  ME2124
 ME2124  STATE/COUNTY-  IN/LAKE
 ME2124  USGS QUAD   -  GARY (1991)
 ME2124
 ME2124                         *CURRENT SURVEY CONTROL
 ME2124  ___________________________________________________________________
 ME2124* NAD 83(1986)-  41 35 51.     (N)    087 18 20.     (W)     SCALED    
 ME2124* NAVD 88     -       186.542  (meters)     612.01   (feet)  ADJUSTED  
 ME2124  ___________________________________________________________________
 ME2124  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ME2124  DYNAMIC HT  -         186.473 (meters)     611.79  (feet)  COMP
 ME2124  MODELED GRAV-     980,249.9   (mgal)                       NAVD 88
 ME2124
 ME2124  VERT ORDER  -  FIRST     CLASS II
 ME2124
 ME2124.The horizontal coordinates were scaled from a topographic map and have
 ME2124.an estimated accuracy of +/- 6 seconds.
 ME2124
 ME2124.The orthometric height was determined by differential leveling
 ME2124.and adjusted by the National Geodetic Survey in June 1991..
 ME2124
 ME2124.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2124
 ME2124  NGVD 29 (01/19/93)  186.651  (m)          612.37   (f) ADJUSTED    1 2
 ME2124
 ME2124.Superseded values are not recommended for survey control.
 ME2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2124.See file dsdata.txt to determine how the superseded data were derived.
 ME2124
 ME2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM745051(NAD 83)
 ME2124_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 LA0481 ***********************************************************************
 LA0481  DESIGNATION -  B 35
 LA0481  PID         -  LA0481
 LA0481  STATE/COUNTY-  IN/ADAMS
 LA0481  USGS QUAD   -  WREN (1994)
 LA0481
 LA0481                         *CURRENT SURVEY CONTROL
 LA0481  ___________________________________________________________________
 LA0481* NAD 83(1986)-  40 48 59.     (N)    084 52 22.     (W)     SCALED    
 LA0481* NAVD 88     -       245.527  (meters)     805.53   (feet)  ADJUSTED  
 LA0481  ___________________________________________________________________
 LA0481  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 LA0481  DYNAMIC HT  -         245.418 (meters)     805.18  (feet)  COMP
 LA0481  MODELED GRAV-     980,176.8   (mgal)                       NAVD 88
 LA0481
 LA0481  VERT ORDER  -  SECOND    CLASS 0
 LA0481
 LA0481.The horizontal coordinates were scaled from a topographic map and have
 LA0481.an estimated accuracy of +/- 6 seconds.
 LA0481
 LA0481.The orthometric height was determined by differential leveling
 LA0481.and adjusted by the National Geodetic Survey in June 1991..
 LA0481.WARNING-Repeat measurements at this control monument indicate possible
 LA0481.vertical movement.
 LA0481
 LA0481.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0481.See file dsdata.txt to determine how the superseded data were derived.
 LA0481
 LA0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL794205(NAD 83)
 LA0481_MARKER: DB = BENCH MARK DISK
 LA0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0481_STAMPING: B 35 1934
 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             NGS
 LA0481  HISTORY     - 1974     GOOD             BRADY
 LA0481
 LA0481                          STATION DESCRIPTION
 LA0481
 LA0481'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME2162 ***********************************************************************
 ME2162  DESIGNATION -  B 350
 ME2162  PID         -  ME2162
 ME2162  STATE/COUNTY-  IN/LA PORTE
 ME2162  USGS QUAD   -  MICHIGAN CITY EAST (1980)
 ME2162
 ME2162                         *CURRENT SURVEY CONTROL
 ME2162  ___________________________________________________________________
 ME2162* NAD 83(1986)-  41 43 59.     (N)    086 51 25.     (W)     SCALED    
 ME2162* NAVD 88     -       189.672  (meters)     622.28   (feet)  ADJUSTED  
 ME2162  ___________________________________________________________________
 ME2162  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME2162  DYNAMIC HT  -         189.602 (meters)     622.05  (feet)  COMP
 ME2162  MODELED GRAV-     980,251.1   (mgal)                       NAVD 88
 ME2162
 ME2162  VERT ORDER  -  FIRST     CLASS II
 ME2162
 ME2162.The horizontal coordinates were scaled from a topographic map and have
 ME2162.an estimated accuracy of +/- 6 seconds.
 ME2162
 ME2162.The orthometric height was determined by differential leveling
 ME2162.and adjusted by the National Geodetic Survey in June 1991..
 ME2162
 ME2162.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2162
 ME2162  NGVD 29 (01/19/93)  189.782  (m)          622.64   (f) ADJUSTED    1 2
 ME2162
 ME2162.Superseded values are not recommended for survey control.
 ME2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2162.See file dsdata.txt to determine how the superseded data were derived.
 ME2162
 ME2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM118201(NAD 83)
 ME2162_MARKER: I = METAL ROD
 ME2162_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2162_SP_SET: STAINLESS STEEL ROD
 ME2162_STAMPING: B 350 1985
 ME2162_MARK LOGO: NGS   
 ME2162_PROJECTION: FLUSH
 ME2162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2162_ROD/PIPE-DEPTH: 14.6 meters
 ME2162
 ME2162  HISTORY     - Date     Condition        Report By
 ME2162  HISTORY     - 1985     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1669 ***********************************************************************
 KA1669  DESIGNATION -  B 351
 KA1669  PID         -  KA1669
 KA1669  STATE/COUNTY-  IN/PUTNAM
 KA1669  USGS QUAD   -  CLOVERDALE (1986)
 KA1669
 KA1669                         *CURRENT SURVEY CONTROL
 KA1669  ___________________________________________________________________
 KA1669* NAD 83(1986)-  39 35 18.     (N)    086 48 07.     (W)     SCALED    
 KA1669* NAVD 88     -       239.720  (meters)     786.48   (feet)  ADJUSTED  
 KA1669  ___________________________________________________________________
 KA1669  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KA1669  DYNAMIC HT  -         239.584 (meters)     786.04  (feet)  COMP
 KA1669  MODELED GRAV-     980,050.6   (mgal)                       NAVD 88
 KA1669
 KA1669  VERT ORDER  -  FIRST     CLASS II
 KA1669
 KA1669.The horizontal coordinates were scaled from a topographic map and have
 KA1669.an estimated accuracy of +/- 6 seconds.
 KA1669
 KA1669.The orthometric height was determined by differential leveling
 KA1669.and adjusted by the National Geodetic Survey in June 1991..
 KA1669
 KA1669.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1669
 KA1669.No superseded survey control is available for this station.
 KA1669
 KA1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ170820(NAD 83)
 KA1669_MARKER: I = METAL ROD
 KA1669_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1669_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1657 ***********************************************************************
 KA1657  DESIGNATION -  B 352
 KA1657  PID         -  KA1657
 KA1657  STATE/COUNTY-  IN/HENDRICKS
 KA1657  USGS QUAD   -  BROWNSBURG (1980)
 KA1657
 KA1657                         *CURRENT SURVEY CONTROL
 KA1657  ___________________________________________________________________
 KA1657* NAD 83(1986)-  39 45 37.     (N)    086 25 44.     (W)     SCALED    
 KA1657* NAVD 88     -       252.725  (meters)     829.15   (feet)  ADJUSTED  
 KA1657  ___________________________________________________________________
 KA1657  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KA1657  DYNAMIC HT  -         252.587 (meters)     828.70  (feet)  COMP
 KA1657  MODELED GRAV-     980,075.7   (mgal)                       NAVD 88
 KA1657
 KA1657  VERT ORDER  -  FIRST     CLASS II
 KA1657
 KA1657.The horizontal coordinates were scaled from a topographic map and have
 KA1657.an estimated accuracy of +/- 6 seconds.
 KA1657
 KA1657.The orthometric height was determined by differential leveling
 KA1657.and adjusted by the National Geodetic Survey in June 1991..
 KA1657
 KA1657.The geoid height was determined by GEOID03.
 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     -   501,110.      956,080.      MT  (+/- 180 meters Scaled)
 KA1657
 KA1657                          SUPERSEDED SURVEY CONTROL
 KA1657
 KA1657.No superseded survey control is available for this station.
 KA1657
 KA1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK489013(NAD 83)
 KA1657_MARKER: I = METAL ROD
 KA1657_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1657_SP_SET: STAINLESS STEEL ROD
 KA1657_STAMPING: B 352 1985
 KA1657_MARK LOGO: NGS   
 KA1657_PROJECTION: RECESSED 1 CENTIMETERS
 KA1657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1657_ROD/PIPE-DEPTH: 14.6 meters
 KA1657
 KA1657  HISTORY     - Date     Condition        Report By
 KA1657  HISTORY     - 1985     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1694 ***********************************************************************
 KA1694  DESIGNATION -  B 353
 KA1694  PID         -  KA1694
 KA1694  STATE/COUNTY-  IN/VIGO
 KA1694  USGS QUAD   -  SEELYVILLE (1986)
 KA1694
 KA1694                         *CURRENT SURVEY CONTROL
 KA1694  ___________________________________________________________________
 KA1694* NAD 83(1986)-  39 26 37.     (N)    087 19 59.     (W)     SCALED    
 KA1694* NAVD 88     -       170.031  (meters)     557.84   (feet)  ADJUSTED  
 KA1694  ___________________________________________________________________
 KA1694  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KA1694  DYNAMIC HT  -         169.934 (meters)     557.53  (feet)  COMP
 KA1694  MODELED GRAV-     980,052.7   (mgal)                       NAVD 88
 KA1694
 KA1694  VERT ORDER  -  FIRST     CLASS II
 KA1694
 KA1694.The horizontal coordinates were scaled from a topographic map and have
 KA1694.an estimated accuracy of +/- 6 seconds.
 KA1694
 KA1694.The orthometric height was determined by differential leveling
 KA1694.and adjusted by the National Geodetic Survey in June 1991..
 KA1694
 KA1694.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1694
 KA1694.No superseded survey control is available for this station.
 KA1694
 KA1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ713660(NAD 83)
 KA1694_MARKER: I = METAL ROD
 KA1694_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1694_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 JA1610 ***********************************************************************
 JA1610  DESIGNATION -  B 354
 JA1610  PID         -  JA1610
 JA1610  STATE/COUNTY-  IN/GREENE
 JA1610  USGS QUAD   -  LYONS (1978)
 JA1610
 JA1610                         *CURRENT SURVEY CONTROL
 JA1610  ___________________________________________________________________
 JA1610* NAD 83(1986)-  38 56 45.     (N)    087 00 56.     (W)     SCALED    
 JA1610* NAVD 88     -       161.117  (meters)     528.60   (feet)  ADJUSTED  
 JA1610  ___________________________________________________________________
 JA1610  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JA1610  DYNAMIC HT  -         161.018 (meters)     528.27  (feet)  COMP
 JA1610  MODELED GRAV-     980,008.6   (mgal)                       NAVD 88
 JA1610
 JA1610  VERT ORDER  -  FIRST     CLASS II
 JA1610
 JA1610.The horizontal coordinates were scaled from a topographic map and have
 JA1610.an estimated accuracy of +/- 6 seconds.
 JA1610
 JA1610.The orthometric height was determined by differential leveling
 JA1610.and adjusted by the National Geodetic Survey in June 1991..
 JA1610
 JA1610.The geoid height was determined by GEOID03.
 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     -   410,490.      905,880.      MT  (+/- 180 meters Scaled)
 JA1610
 JA1610                          SUPERSEDED SURVEY CONTROL
 JA1610
 JA1610.No superseded survey control is available for this station.
 JA1610
 JA1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ986107(NAD 83)
 JA1610_MARKER: I = METAL ROD
 JA1610_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1610_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 JA1573 ***********************************************************************
 JA1573  DESIGNATION -  B 355
 JA1573  PID         -  JA1573
 JA1573  STATE/COUNTY-  IN/DAVIESS
 JA1573  USGS QUAD   -  SANDY HOOK (1980)
 JA1573
 JA1573                         *CURRENT SURVEY CONTROL
 JA1573  ___________________________________________________________________
 JA1573* NAD 83(1986)-  38 34 02.     (N)    087 13 04.     (W)     SCALED    
 JA1573* NAVD 88     -       135.848  (meters)     445.69   (feet)  ADJUSTED  
 JA1573  ___________________________________________________________________
 JA1573  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JA1573  DYNAMIC HT  -         135.760 (meters)     445.41  (feet)  COMP
 JA1573  MODELED GRAV-     979,981.3   (mgal)                       NAVD 88
 JA1573
 JA1573  VERT ORDER  -  FIRST     CLASS II
 JA1573
 JA1573.The horizontal coordinates were scaled from a topographic map and have
 JA1573.an estimated accuracy of +/- 6 seconds.
 JA1573
 JA1573.The orthometric height was determined by differential leveling
 JA1573.and adjusted by the National Geodetic Survey in June 1991..
 JA1573
 JA1573.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1573
 JA1573.No superseded survey control is available for this station.
 JA1573
 JA1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH810687(NAD 83)
 JA1573_MARKER: I = METAL ROD
 JA1573_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1573_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 JA1587 ***********************************************************************
 JA1587  DESIGNATION -  B 356
 JA1587  PID         -  JA1587
 JA1587  STATE/COUNTY-  IN/GIBSON
 JA1587  USGS QUAD   -  OAKLAND CITY (1980)
 JA1587
 JA1587                         *CURRENT SURVEY CONTROL
 JA1587  ___________________________________________________________________
 JA1587* NAD 83(1986)-  38 21 07.     (N)    087 20 39.     (W)     SCALED    
 JA1587* NAVD 88     -       137.483  (meters)     451.06   (feet)  ADJUSTED  
 JA1587  ___________________________________________________________________
 JA1587  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 JA1587  DYNAMIC HT  -         137.393 (meters)     450.76  (feet)  COMP
 JA1587  MODELED GRAV-     979,967.9   (mgal)                       NAVD 88
 JA1587
 JA1587  VERT ORDER  -  FIRST     CLASS II
 JA1587
 JA1587.The horizontal coordinates were scaled from a topographic map and have
 JA1587.an estimated accuracy of +/- 6 seconds.
 JA1587
 JA1587.The orthometric height was determined by differential leveling
 JA1587.and adjusted by the National Geodetic Survey in June 1991..
 JA1587
 JA1587.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1587
 JA1587.No superseded survey control is available for this station.
 JA1587
 JA1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH699449(NAD 83)
 JA1587_MARKER: I = METAL ROD
 JA1587_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1587_SP_SET: STAINLESS STEEL ROD
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA1293 ***********************************************************************
 HA1293  DESIGNATION -  B 357
 HA1293  PID         -  HA1293
 HA1293  STATE/COUNTY-  IN/VANDERBURGH
 HA1293  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1293
 HA1293                         *CURRENT SURVEY CONTROL
 HA1293  ___________________________________________________________________
 HA1293* NAD 83(1986)-  37 57 52.     (N)    087 34 07.     (W)     SCALED    
 HA1293* NAVD 88     -       116.347  (meters)     381.72   (feet)  ADJUSTED  
 HA1293  ___________________________________________________________________
 HA1293  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HA1293  DYNAMIC HT  -         116.267 (meters)     381.45  (feet)  COMP
 HA1293  MODELED GRAV-     979,938.9   (mgal)                       NAVD 88
 HA1293
 HA1293  VERT ORDER  -  FIRST     CLASS II
 HA1293
 HA1293.The horizontal coordinates were scaled from a topographic map and have
 HA1293.an estimated accuracy of +/- 6 seconds.
 HA1293
 HA1293.The orthometric height was determined by differential leveling
 HA1293.and adjusted by the National Geodetic Survey in June 1991..
 HA1293
 HA1293.The geoid height was determined by GEOID03.
 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     -   301,660.      857,360.      MT  (+/- 180 meters Scaled)
 HA1293
 HA1293                          SUPERSEDED SURVEY CONTROL
 HA1293
 HA1293.No superseded survey control is available for this station.
 HA1293
 HA1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH500020(NAD 83)
 HA1293_MARKER: I = METAL ROD
 HA1293_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1293_SP_SET: STAINLESS STEEL ROD
 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_ROD/PIPE-DEPTH: 25.0 meters
 HA1293
 HA1293  HISTORY     - Date     Condition        Report By
 HA1293  HISTORY     - 1986     MONUMENTED       NGS
 HA1293  HISTORY     - 19981107 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2826 ***********************************************************************
 JZ2826  DESIGNATION -  B 358
 JZ2826  PID         -  JZ2826
 JZ2826  STATE/COUNTY-  IN/DECATUR
 JZ2826  USGS QUAD   -  GREENSBURG (1993)
 JZ2826
 JZ2826                         *CURRENT SURVEY CONTROL
 JZ2826  ___________________________________________________________________
 JZ2826* NAD 83(1986)-  39 20 53.     (N)    085 29 03.     (W)     SCALED    
 JZ2826* NAVD 88     -       286.726  (meters)     940.70   (feet)  ADJUSTED  
 JZ2826  ___________________________________________________________________
 JZ2826  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ2826  DYNAMIC HT  -         286.547 (meters)     940.11  (feet)  COMP
 JZ2826  MODELED GRAV-     979,994.8   (mgal)                       NAVD 88
 JZ2826
 JZ2826  VERT ORDER  -  FIRST     CLASS II
 JZ2826
 JZ2826.The horizontal coordinates were scaled from a topographic map and have
 JZ2826.an estimated accuracy of +/- 6 seconds.
 JZ2826
 JZ2826.The orthometric height was determined by differential leveling
 JZ2826.and adjusted by the National Geodetic Survey in June 1991..
 JZ2826
 JZ2826.The geoid height was determined by GEOID03.
 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     -   455,150.      115,730.      MT  (+/- 180 meters Scaled)
 JZ2826
 JZ2826                          SUPERSEDED SURVEY CONTROL
 JZ2826
 JZ2826.No superseded survey control is available for this station.
 JZ2826
 JZ2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ306564(NAD 83)
 JZ2826_MARKER: I = METAL ROD
 JZ2826_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2826_SP_SET: STAINLESS STEEL ROD
 JZ2826_STAMPING: B 358 1986
 JZ2826_MARK LOGO: NGS   
 JZ2826_PROJECTION: RECESSED 2 CENTIMETERS
 JZ2826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2826_ROD/PIPE-DEPTH: 12.3 meters
 JZ2826
 JZ2826  HISTORY     - Date     Condition        Report By
 JZ2826  HISTORY     - 1986     MONUMENTED       NGS
 JZ2826
 JZ2826                          STATION DESCRIPTION
 JZ2826
 JZ2826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2826'IN GREENSBURG.
 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.
 JZ2826'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2797 ***********************************************************************
 JZ2797  DESIGNATION -  B 359
 JZ2797  PID         -  JZ2797
 JZ2797  STATE/COUNTY-  IN/DEARBORN
 JZ2797  USGS QUAD   -  GUILFORD (1983)
 JZ2797
 JZ2797                         *CURRENT SURVEY CONTROL
 JZ2797  ___________________________________________________________________
 JZ2797* NAD 83(1986)-  39 11 37.     (N)    084 54 22.     (W)     SCALED    
 JZ2797* NAVD 88     -       165.100  (meters)     541.67   (feet)  ADJUSTED  
 JZ2797  ___________________________________________________________________
 JZ2797  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ2797  DYNAMIC HT  -         164.997 (meters)     541.33  (feet)  COMP
 JZ2797  MODELED GRAV-     980,002.2   (mgal)                       NAVD 88
 JZ2797
 JZ2797  VERT ORDER  -  FIRST     CLASS II
 JZ2797
 JZ2797.The horizontal coordinates were scaled from a topographic map and have
 JZ2797.an estimated accuracy of +/- 6 seconds.
 JZ2797
 JZ2797.The orthometric height was determined by differential leveling
 JZ2797.and adjusted by the National Geodetic Survey in June 1991..
 JZ2797
 JZ2797.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ2797
 JZ2797.No superseded survey control is available for this station.
 JZ2797
 JZ2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ808403(NAD 83)
 JZ2797_MARKER: I = METAL ROD
 JZ2797_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JZ2797_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0770 ***********************************************************************
 LA0770  DESIGNATION -  B 36
 LA0770  PID         -  LA0770
 LA0770  STATE/COUNTY-  IN/HUNTINGTON
 LA0770  USGS QUAD   -  HUNTINGTON (1994)
 LA0770
 LA0770                         *CURRENT SURVEY CONTROL
 LA0770  ___________________________________________________________________
 LA0770* NAD 83(1986)-  40 53 02.     (N)    085 29 06.     (W)     SCALED    
 LA0770* NAVD 88     -       226.558  (meters)     743.30   (feet)  ADJUSTED  
 LA0770  ___________________________________________________________________
 LA0770  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 LA0770  DYNAMIC HT  -         226.452 (meters)     742.95  (feet)  COMP
 LA0770  MODELED GRAV-     980,151.8   (mgal)                       NAVD 88
 LA0770
 LA0770  VERT ORDER  -  SECOND    CLASS 0
 LA0770
 LA0770.The horizontal coordinates were scaled from a topographic map and have
 LA0770.an estimated accuracy of +/- 6 seconds.
 LA0770
 LA0770.The orthometric height was determined by differential leveling
 LA0770.and adjusted by the National Geodetic Survey in June 1991..
 LA0770
 LA0770.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0770.See file dsdata.txt to determine how the superseded data were derived.
 LA0770
 LA0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL276269(NAD 83)
 LA0770_MARKER: DB = BENCH MARK DISK
 LA0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0770_STAMPING: B 36 1934
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 KA1741 ***********************************************************************
 KA1741  DESIGNATION -  B 360
 KA1741  PID         -  KA1741
 KA1741  STATE/COUNTY-  IN/VERMILLION
 KA1741  USGS QUAD   -  CLINTON (1986)
 KA1741
 KA1741                         *CURRENT SURVEY CONTROL
 KA1741  ___________________________________________________________________
 KA1741* NAD 83(1997)-  39 42 36.09848(N)    087 23 56.46901(W)     ADJUSTED  
 KA1741* NAVD 88     -       157.252  (meters)     515.92   (feet)  ADJUSTED  
 KA1741  ___________________________________________________________________
 KA1741  X           -     222,972.170 (meters)                     COMP
 KA1741  Y           -  -4,908,374.285 (meters)                     COMP
 KA1741  Z           -   4,053,349.088 (meters)                     COMP
 KA1741  LAPLACE CORR-          -5.16  (seconds)                    DEFLEC99
 KA1741  ELLIP HEIGHT-         124.43  (meters)          (03/12/99) GPS OBS
 KA1741  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KA1741  DYNAMIC HT  -         157.165 (meters)     515.63  (feet)  COMP
 KA1741  MODELED GRAV-     980,068.6   (mgal)                       NAVD 88
 KA1741
 KA1741  HORZ ORDER  -  B
 KA1741  VERT ORDER  -  FIRST     CLASS II
 KA1741  ELLP ORDER  -  SECOND    CLASS I
 KA1741
 KA1741.The horizontal coordinates were established by GPS observations
 KA1741.and adjusted by the National Geodetic Survey in March 1999..
 KA1741
 KA1741.The orthometric height was determined by differential leveling
 KA1741.and adjusted by the National Geodetic Survey in June 1991..
 KA1741
 KA1741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA1741
 KA1741.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1741
 KA1741.The ellipsoidal height was determined by GPS observations
 KA1741.and is referenced to NAD 83.
 KA1741
 KA1741.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 KA1741;SPC IN W     -   495,370.158   872,929.564   MT  0.99997569   -0 12 06.1
 KA1741;SPC IN W     - 1,625,226.93  2,863,936.41   sFT  0.99997569   -0 12 06.1
 KA1741;UTM  16      - 4,395,649.993   465,796.159   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                          SUPERSEDED SURVEY CONTROL
 KA1741
 KA1741  NAVD 88 (03/12/99)  157.25   (m)          515.9    (f) LEVELING    3  
 KA1741
 KA1741.Superseded values are not recommended for survey control.
 KA1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1741.See file dsdata.txt to determine how the superseded data were derived.
 KA1741
 KA1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6579695650(NAD 83)
 KA1741_MARKER: I = METAL ROD
 KA1741_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1741_SP_SET: STAINLESS STEEL ROD
 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 22, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1748 ***********************************************************************
 KA1748  DESIGNATION -  B 361
 KA1748  PID         -  KA1748
 KA1748  STATE/COUNTY-  IN/VERMILLION
 KA1748  USGS QUAD   -  DANA (1983)
 KA1748
 KA1748                         *CURRENT SURVEY CONTROL
 KA1748  ___________________________________________________________________
 KA1748* NAD 83(1986)-  39 48 45.     (N)    087 24 35.     (W)     SCALED    
 KA1748* NAVD 88     -       192.071  (meters)     630.15   (feet)  ADJUSTED  
 KA1748  ___________________________________________________________________
 KA1748  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KA1748  DYNAMIC HT  -         191.967 (meters)     629.81  (feet)  COMP
 KA1748  MODELED GRAV-     980,077.7   (mgal)                       NAVD 88
 KA1748
 KA1748  VERT ORDER  -  FIRST     CLASS II
 KA1748
 KA1748.The horizontal coordinates were scaled from a topographic map and have
 KA1748.an estimated accuracy of +/- 6 seconds.
 KA1748
 KA1748.The orthometric height was determined by differential leveling
 KA1748.and adjusted by the National Geodetic Survey in June 1991..
 KA1748
 KA1748.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1748
 KA1748.No superseded survey control is available for this station.
 KA1748
 KA1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK649070(NAD 83)
 KA1748_MARKER: I = METAL ROD
 KA1748_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1748_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 LB2110 ***********************************************************************
 LB2110  DESIGNATION -  B 366
 LB2110  PID         -  LB2110
 LB2110  STATE/COUNTY-  IN/VERMILLION
 LB2110  USGS QUAD   -  COVINGTON (1991)
 LB2110
 LB2110                         *CURRENT SURVEY CONTROL
 LB2110  ___________________________________________________________________
 LB2110* NAD 83(1986)-  40 08 32.     (N)    087 29 25.     (W)     SCALED    
 LB2110* NAVD 88     -       195.459  (meters)     641.27   (feet)  ADJUSTED  
 LB2110  ___________________________________________________________________
 LB2110  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 LB2110  DYNAMIC HT  -         195.360 (meters)     640.94  (feet)  COMP
 LB2110  MODELED GRAV-     980,115.3   (mgal)                       NAVD 88
 LB2110
 LB2110  VERT ORDER  -  FIRST     CLASS II
 LB2110
 LB2110.The horizontal coordinates were scaled from a topographic map and have
 LB2110.an estimated accuracy of +/- 6 seconds.
 LB2110
 LB2110.The orthometric height was determined by differential leveling
 LB2110.and adjusted by the National Geodetic Survey in June 1991..
 LB2110
 LB2110.The geoid height was determined by GEOID03.
 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     -   543,390.      865,320.      MT  (+/- 180 meters Scaled)
 LB2110
 LB2110                          SUPERSEDED SURVEY CONTROL
 LB2110
 LB2110.No superseded survey control is available for this station.
 LB2110
 LB2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK582436(NAD 83)
 LB2110_MARKER: I = METAL ROD
 LB2110_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LB2110_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 ME3359 ***********************************************************************
 ME3359  DESIGNATION -  B 367
 ME3359  PID         -  ME3359
 ME3359  STATE/COUNTY-  IN/LAKE
 ME3359  USGS QUAD   -  WHITING (1991)
 ME3359
 ME3359                         *CURRENT SURVEY CONTROL
 ME3359  ___________________________________________________________________
 ME3359* NAD 83(1986)-  41 39 21.     (N)    087 27 35.     (W)     SCALED    
 ME3359* NAVD 88     -       180.692  (meters)     592.82   (feet)  ADJUSTED  
 ME3359  ___________________________________________________________________
 ME3359  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME3359  DYNAMIC HT  -         180.627 (meters)     592.61  (feet)  COMP
 ME3359  MODELED GRAV-     980,260.9   (mgal)                       NAVD 88
 ME3359
 ME3359  VERT ORDER  -  FIRST     CLASS II
 ME3359
 ME3359.The horizontal coordinates were scaled from a topographic map and have
 ME3359.an estimated accuracy of +/- 6 seconds.
 ME3359
 ME3359.The orthometric height was determined by differential leveling
 ME3359.and adjusted by the National Geodetic Survey in April 1995..
 ME3359
 ME3359.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME3359
 ME3359  NGVD 29 (01/19/93)  180.804  (m)          593.19   (f) ADJUSTED    1 2
 ME3359
 ME3359.Superseded values are not recommended for survey control.
 ME3359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3359.See file dsdata.txt to determine how the superseded data were derived.
 ME3359
 ME3359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM617116(NAD 83)
 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 = OCTOBER  6, 2006
 ME3396 ***********************************************************************
 ME3396  DESIGNATION -  B 368
 ME3396  PID         -  ME3396
 ME3396  STATE/COUNTY-  IN/KOSCIUSKO
 ME3396  USGS QUAD   -  BOURBON (1994)
 ME3396
 ME3396                         *CURRENT SURVEY CONTROL
 ME3396  ___________________________________________________________________
 ME3396* NAD 83(1986)-  41 16 37.     (N)    086 02 55.     (W)     SCALED    
 ME3396* NAVD 88     -       250.332  (meters)     821.30   (feet)  ADJUSTED  
 ME3396  ___________________________________________________________________
 ME3396  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ME3396  DYNAMIC HT  -         250.228 (meters)     820.96  (feet)  COMP
 ME3396  MODELED GRAV-     980,202.5   (mgal)                       NAVD 88
 ME3396
 ME3396  VERT ORDER  -  FIRST     CLASS II
 ME3396
 ME3396.The horizontal coordinates were scaled from a topographic map and have
 ME3396.an estimated accuracy of +/- 6 seconds.
 ME3396
 ME3396.The orthometric height was determined by differential leveling
 ME3396.and adjusted by the National Geodetic Survey in April 1995..
 ME3396
 ME3396.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3396.See file dsdata.txt to determine how the superseded data were derived.
 ME3396
 ME3396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL796699(NAD 83)
 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             EVANS
 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 + ASSOC 2006 (CF)
 ME3396'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1410 ***********************************************************************
 LA1410  DESIGNATION -  B 37
 LA1410  PID         -  LA1410
 LA1410  STATE/COUNTY-  IN/GRANT
 LA1410  USGS QUAD   -  GAS CITY (1994)
 LA1410
 LA1410                         *CURRENT SURVEY CONTROL
 LA1410  ___________________________________________________________________
 LA1410* NAD 83(1986)-  40 28 26.     (N)    085 33 28.     (W)     SCALED    
 LA1410* NAVD 88     -       266.067  (meters)     872.92   (feet)  ADJUSTED  
 LA1410  ___________________________________________________________________
 LA1410  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 LA1410  DYNAMIC HT  -         265.931 (meters)     872.48  (feet)  COMP
 LA1410  MODELED GRAV-     980,108.5   (mgal)                       NAVD 88
 LA1410
 LA1410  VERT ORDER  -  SECOND    CLASS 0
 LA1410
 LA1410.The horizontal coordinates were scaled from a topographic map and have
 LA1410.an estimated accuracy of +/- 6 seconds.
 LA1410
 LA1410.The orthometric height was determined by differential leveling
 LA1410.and adjusted by the National Geodetic Survey in June 1991..
 LA1410
 LA1410.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1410.See file dsdata.txt to determine how the superseded data were derived.
 LA1410
 LA1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK222813(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1410
 LA1410  HISTORY     - Date     Condition        Report By
 LA1410  HISTORY     - 1934     MONUMENTED       CGS
 LA1410  HISTORY     - 1946     GOOD             NGS
 LA1410
 LA1410                          STATION DESCRIPTION
 LA1410
 LA1410'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0327 ***********************************************************************
 LA0327  DESIGNATION -  B 38
 LA0327  PID         -  LA0327
 LA0327  STATE/COUNTY-  IN/JAY
 LA0327  USGS QUAD   -  PORTLAND (1992)
 LA0327
 LA0327                         *CURRENT SURVEY CONTROL
 LA0327  ___________________________________________________________________
 LA0327* NAD 83(1986)-  40 25 54.     (N)    084 58 51.     (W)     SCALED    
 LA0327* NAVD 88     -       275.513  (meters)     903.91   (feet)  ADJUSTED  
 LA0327  ___________________________________________________________________
 LA0327  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 LA0327  DYNAMIC HT  -         275.376 (meters)     903.46  (feet)  COMP
 LA0327  MODELED GRAV-     980,121.8   (mgal)                       NAVD 88
 LA0327
 LA0327  VERT ORDER  -  SECOND    CLASS 0
 LA0327
 LA0327.The horizontal coordinates were scaled from a topographic map and have
 LA0327.an estimated accuracy of +/- 6 seconds.
 LA0327
 LA0327.The orthometric height was determined by differential leveling
 LA0327.and adjusted by the National Geodetic Survey in June 1991..
 LA0327
 LA0327.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0327.See file dsdata.txt to determine how the superseded data were derived.
 LA0327
 LA0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK712776(NAD 83)
 LA0327_MARKER: DB = BENCH MARK DISK
 LA0327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0327_SP_SET: BRIDGE
 LA0327_STAMPING: B 38 1934
 LA0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0327
 LA0327  HISTORY     - Date     Condition        Report By
 LA0327  HISTORY     - 1934     MONUMENTED       CGS
 LA0327  HISTORY     - 1947     GOOD             NGS
 LA0327
 LA0327                          STATION DESCRIPTION
 LA0327
 LA0327'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0239 ***********************************************************************
 LA0239  DESIGNATION -  B 39
 LA0239  PID         -  LA0239
 LA0239  STATE/COUNTY-  IN/RANDOLPH
 LA0239  USGS QUAD   -  UNION CITY (1994)
 LA0239
 LA0239                         *CURRENT SURVEY CONTROL
 LA0239  ___________________________________________________________________
 LA0239* NAD 83(1986)-  40 11 41.     (N)    084 49 32.     (W)     SCALED    
 LA0239* NAVD 88     -       334.652  (meters)    1097.94   (feet)  ADJUSTED  
 LA0239  ___________________________________________________________________
 LA0239  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 LA0239  DYNAMIC HT  -         334.474 (meters)    1097.35  (feet)  COMP
 LA0239  MODELED GRAV-     980,085.3   (mgal)                       NAVD 88
 LA0239
 LA0239  VERT ORDER  -  SECOND    CLASS 0
 LA0239
 LA0239.The horizontal coordinates were scaled from a topographic map and have
 LA0239.an estimated accuracy of +/- 6 seconds.
 LA0239
 LA0239.The orthometric height was determined by differential leveling
 LA0239.and adjusted by the National Geodetic Survey in June 1991..
 LA0239
 LA0239.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0239.See file dsdata.txt to determine how the superseded data were derived.
 LA0239
 LA0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK850516(NAD 83)
 LA0239_MARKER: DB = BENCH MARK DISK
 LA0239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0239_SP_SET: ABUTMENT
 LA0239_STAMPING: B 39 1934
 LA0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0239
 LA0239  HISTORY     - Date     Condition        Report By
 LA0239  HISTORY     - 1934     MONUMENTED       CGS
 LA0239  HISTORY     - 1947     GOOD             NGS
 LA0239
 LA0239                          STATION DESCRIPTION
 LA0239
 LA0239'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0111 ***********************************************************************
 KA0111  DESIGNATION -  B 4
 KA0111  PID         -  KA0111
 KA0111  STATE/COUNTY-  IN/MARION
 KA0111  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA0111
 KA0111                         *CURRENT SURVEY CONTROL
 KA0111  ___________________________________________________________________
 KA0111* NAD 83(1986)-  39 46 06.     (N)    086 09 43.     (W)     SCALED    
 KA0111* NAVD 88     -       218.394  (meters)     716.51   (feet)  ADJUSTED  
 KA0111  ___________________________________________________________________
 KA0111  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KA0111  DYNAMIC HT  -         218.274 (meters)     716.12  (feet)  COMP
 KA0111  MODELED GRAV-     980,069.7   (mgal)                       NAVD 88
 KA0111
 KA0111  VERT ORDER  -  FIRST     CLASS II
 KA0111
 KA0111.The horizontal coordinates were scaled from a topographic map and have
 KA0111.an estimated accuracy of +/- 6 seconds.
 KA0111
 KA0111.The orthometric height was determined by differential leveling
 KA0111.and adjusted by the National Geodetic Survey in June 1991..
 KA0111
 KA0111.The geoid height was determined by GEOID03.
 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     -   501,910.       57,570.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0111.See file dsdata.txt to determine how the superseded data were derived.
 KA0111
 KA0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK717023(NAD 83)
 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 - August 21, 2000
 KA0111
 KA0111  HISTORY     - Date     Condition        Report By
 KA0111  HISTORY     - UNK      MONUMENTED       CGS
 KA0111  HISTORY     - 1947     GOOD             NGS
 KA0111  HISTORY     - 1985     GOOD             NGS
 KA0111  HISTORY     - 1986     GOOD             NGS
 KA0111  HISTORY     - 20000821 GOOD             INDNR
 KA0111
 KA0111                          STATION DESCRIPTION
 KA0111
 KA0111'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1050 ***********************************************************************
 LA1050  DESIGNATION -  B 40
 LA1050  PID         -  LA1050
 LA1050  STATE/COUNTY-  IN/RANDOLPH
 LA1050  USGS QUAD   -  FARMLAND (1969)
 LA1050
 LA1050                         *CURRENT SURVEY CONTROL
 LA1050  ___________________________________________________________________
 LA1050* NAD 83(1986)-  40 14 06.     (N)    085 08 51.     (W)     SCALED    
 LA1050* NAVD 88     -       298.681  (meters)     979.92   (feet)  ADJUSTED  
 LA1050  ___________________________________________________________________
 LA1050  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 LA1050  DYNAMIC HT  -         298.523 (meters)     979.40  (feet)  COMP
 LA1050  MODELED GRAV-     980,089.5   (mgal)                       NAVD 88
 LA1050
 LA1050  VERT ORDER  -  SECOND    CLASS 0
 LA1050
 LA1050.The horizontal coordinates were scaled from a topographic map and have
 LA1050.an estimated accuracy of +/- 6 seconds.
 LA1050
 LA1050.The orthometric height was determined by differential leveling
 LA1050.and adjusted by the National Geodetic Survey in June 1991..
 LA1050
 LA1050.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1050.See file dsdata.txt to determine how the superseded data were derived.
 LA1050
 LA1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK575554(NAD 83)
 LA1050_MARKER: DB = BENCH MARK DISK
 LA1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1050_STAMPING: B 40 1934
 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             NGS
 LA1050
 LA1050                          STATION DESCRIPTION
 LA1050
 LA1050'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1005 ***********************************************************************
 LA1005  DESIGNATION -  B 41
 LA1005  PID         -  LA1005
 LA1005  STATE/COUNTY-  IN/DELAWARE
 LA1005  USGS QUAD   -  MUNCIE EAST (1984)
 LA1005
 LA1005                         *CURRENT SURVEY CONTROL
 LA1005  ___________________________________________________________________
 LA1005* NAD 83(1986)-  40 11 26.     (N)    085 17 52.     (W)     SCALED    
 LA1005* NAVD 88     -       301.429  (meters)     988.94   (feet)  ADJUSTED  
 LA1005  ___________________________________________________________________
 LA1005  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 LA1005  DYNAMIC HT  -         301.268 (meters)     988.41  (feet)  COMP
 LA1005  MODELED GRAV-     980,084.5   (mgal)                       NAVD 88
 LA1005
 LA1005  VERT ORDER  -  SECOND    CLASS 0
 LA1005
 LA1005.The horizontal coordinates were scaled from a topographic map and have
 LA1005.an estimated accuracy of +/- 6 seconds.
 LA1005
 LA1005.The orthometric height was determined by differential leveling
 LA1005.and adjusted by the National Geodetic Survey in June 1991..
 LA1005
 LA1005.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1005.See file dsdata.txt to determine how the superseded data were derived.
 LA1005
 LA1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK449502(NAD 83)
 LA1005_MARKER: DB = BENCH MARK DISK
 LA1005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1005_SP_SET: SIGNAL CONCRETE BASE
 LA1005_STAMPING: B 41 1934
 LA1005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1005
 LA1005  HISTORY     - Date     Condition        Report By
 LA1005  HISTORY     - 1934     MONUMENTED       CGS
 LA1005  HISTORY     - 1947     GOOD             NGS
 LA1005
 LA1005                          STATION DESCRIPTION
 LA1005
 LA1005'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1425 ***********************************************************************
 LA1425  DESIGNATION -  B 42
 LA1425  PID         -  LA1425
 LA1425  STATE/COUNTY-  IN/MADISON
 LA1425  USGS QUAD   -  ANDERSON SOUTH (1994)
 LA1425
 LA1425                         *CURRENT SURVEY CONTROL
 LA1425  ___________________________________________________________________
 LA1425* NAD 83(1986)-  40 05 53.     (N)    085 40 45.     (W)     SCALED    
 LA1425* NAVD 88     -       267.372  (meters)     877.20   (feet)  ADJUSTED  
 LA1425  ___________________________________________________________________
 LA1425  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LA1425  DYNAMIC HT  -         267.228 (meters)     876.73  (feet)  COMP
 LA1425  MODELED GRAV-     980,081.4   (mgal)                       NAVD 88
 LA1425
 LA1425  VERT ORDER  -  SECOND    CLASS 0
 LA1425
 LA1425.The horizontal coordinates were scaled from a topographic map and have
 LA1425.an estimated accuracy of +/- 6 seconds.
 LA1425
 LA1425.The orthometric height was determined by differential leveling
 LA1425.and adjusted by the National Geodetic Survey in June 1991..
 LA1425.WARNING-Repeat measurements at this control monument indicate possible
 LA1425.vertical movement.
 LA1425
 LA1425.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1425.See file dsdata.txt to determine how the superseded data were derived.
 LA1425
 LA1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK125394(NAD 83)
 LA1425_MARKER: DB = BENCH MARK DISK
 LA1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1425_STAMPING: B 42 1934
 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             NGS
 LA1425  HISTORY     - 19910816 MARK NOT FOUND   USPSQD
 LA1425
 LA1425                          STATION DESCRIPTION
 LA1425
 LA1425'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0251 ***********************************************************************
 KA0251  DESIGNATION -  B 43
 KA0251  PID         -  KA0251
 KA0251  STATE/COUNTY-  IN/MARION
 KA0251  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA0251
 KA0251                         *CURRENT SURVEY CONTROL
 KA0251  ___________________________________________________________________
 KA0251* NAD 83(1986)-  39 51 44.     (N)    086 08 27.     (W)     SCALED    
 KA0251* NAVD 88     -       224.489  (meters)     736.51   (feet)  ADJUSTED  
 KA0251  ___________________________________________________________________
 KA0251  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KA0251  DYNAMIC HT  -         224.365 (meters)     736.10  (feet)  COMP
 KA0251  MODELED GRAV-     980,068.1   (mgal)                       NAVD 88
 KA0251
 KA0251  VERT ORDER  -  SECOND    CLASS 0
 KA0251
 KA0251.The horizontal coordinates were scaled from a topographic map and have
 KA0251.an estimated accuracy of +/- 6 seconds.
 KA0251
 KA0251.The orthometric height was determined by differential leveling
 KA0251.and adjusted by the National Geodetic Survey in June 1991..
 KA0251
 KA0251.The geoid height was determined by GEOID03.
 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     -   512,330.       59,430.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0251.See file dsdata.txt to determine how the superseded data were derived.
 KA0251
 KA0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK734128(NAD 83)
 KA0251_MARKER: DB = BENCH MARK DISK
 KA0251_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0251_SP_SET: BRIDGE
 KA0251_STAMPING: B 43 1934
 KA0251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0251
 KA0251  HISTORY     - Date     Condition        Report By
 KA0251  HISTORY     - 1934     MONUMENTED       CGS
 KA0251  HISTORY     - 1945     GOOD             NGS
 KA0251  HISTORY     - 1970     GOOD             NGS
 KA0251  HISTORY     - 1976     GOOD             LOCSUR
 KA0251  HISTORY     - 19961029 MARK NOT FOUND   USPSQD
 KA0251
 KA0251                          STATION DESCRIPTION
 KA0251
 KA0251'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2397 ***********************************************************************
 JZ2397  DESIGNATION -  B 44
 JZ2397  PID         -  JZ2397
 JZ2397  STATE/COUNTY-  IN/HENRY
 JZ2397  USGS QUAD   -  SHIRLEY (1960)
 JZ2397
 JZ2397                         *CURRENT SURVEY CONTROL
 JZ2397  ___________________________________________________________________
 JZ2397* NAD 83(1986)-  39 52 47.     (N)    085 34 17.     (W)     SCALED    
 JZ2397* NAVD 88     -       311.846  (meters)    1023.11   (feet)  ADJUSTED  
 JZ2397  ___________________________________________________________________
 JZ2397  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JZ2397  DYNAMIC HT  -         311.670 (meters)    1022.54  (feet)  COMP
 JZ2397  MODELED GRAV-     980,054.5   (mgal)                       NAVD 88
 JZ2397
 JZ2397  VERT ORDER  -  SECOND    CLASS 0
 JZ2397
 JZ2397.The horizontal coordinates were scaled from a topographic map and have
 JZ2397.an estimated accuracy of +/- 6 seconds.
 JZ2397
 JZ2397.The orthometric height was determined by differential leveling
 JZ2397.and adjusted by the National Geodetic Survey in June 1991..
 JZ2397
 JZ2397.The geoid height was determined by GEOID03.
 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     -   514,170.      108,150.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2397.See file dsdata.txt to determine how the superseded data were derived.
 JZ2397
 JZ2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK221153(NAD 83)
 JZ2397_MARKER: DB = BENCH MARK DISK
 JZ2397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2397_STAMPING: B 44 1934
 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             NGS
 JZ2397
 JZ2397                          STATION DESCRIPTION
 JZ2397
 JZ2397'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1479 ***********************************************************************
 JZ1479  DESIGNATION -  B 45
 JZ1479  PID         -  JZ1479
 JZ1479  STATE/COUNTY-  IN/WAYNE
 JZ1479  USGS QUAD   -  HAGERSTOWN (1981)
 JZ1479
 JZ1479                         *CURRENT SURVEY CONTROL
 JZ1479  ___________________________________________________________________
 JZ1479* NAD 83(1986)-  39 53 41.     (N)    085 08 38.     (W)     SCALED    
 JZ1479* NAVD 88     -       316.358  (meters)    1037.92   (feet)  ADJUSTED  
 JZ1479  ___________________________________________________________________
 JZ1479  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JZ1479  DYNAMIC HT  -         316.178 (meters)    1037.33  (feet)  COMP
 JZ1479  MODELED GRAV-     980,048.6   (mgal)                       NAVD 88
 JZ1479
 JZ1479  VERT ORDER  -  SECOND    CLASS 0
 JZ1479
 JZ1479.The horizontal coordinates were scaled from a topographic map and have
 JZ1479.an estimated accuracy of +/- 6 seconds.
 JZ1479
 JZ1479.The orthometric height was determined by differential leveling
 JZ1479.and adjusted by the National Geodetic Survey in June 1991..
 JZ1479
 JZ1479.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1479.See file dsdata.txt to determine how the superseded data were derived.
 JZ1479
 JZ1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK586177(NAD 83)
 JZ1479_MARKER: DB = BENCH MARK DISK
 JZ1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1479_STAMPING: B 45 1934
 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             NGS
 JZ1479
 JZ1479                          STATION DESCRIPTION
 JZ1479
 JZ1479'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1480 ***********************************************************************
 JZ1480  DESIGNATION -  B 45 RESET 1966
 JZ1480  PID         -  JZ1480
 JZ1480  STATE/COUNTY-  IN/WAYNE
 JZ1480  USGS QUAD   -  HAGERSTOWN (1981)
 JZ1480
 JZ1480                         *CURRENT SURVEY CONTROL
 JZ1480  ___________________________________________________________________
 JZ1480* NAD 83(1986)-  39 53 41.     (N)    085 08 38.     (W)     SCALED    
 JZ1480* NAVD 88     -       316.88   (meters)    1039.6    (feet)  RESET     
 JZ1480  ___________________________________________________________________
 JZ1480  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JZ1480
 JZ1480  VERT ORDER  -  THIRD
 JZ1480
 JZ1480.The horizontal coordinates were scaled from a topographic map and have
 JZ1480.an estimated accuracy of +/- 6 seconds.
 JZ1480
 JZ1480.The orthometric height was computed from unverified reset data.
 JZ1480
 JZ1480.The geoid height was determined by GEOID03.
 JZ1480
 JZ1480;                    North         East    Units  Estimated Accuracy
 JZ1480;SPC IN E     -   515,960.      144,710.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1480.See file dsdata.txt to determine how the superseded data were derived.
 JZ1480
 JZ1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK586177(NAD 83)
 JZ1480_MARKER: DB = BENCH MARK DISK
 JZ1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1480_STAMPING: B 45 RESET 1966
 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             NGS
 JZ1480
 JZ1480                          STATION DESCRIPTION
 JZ1480
 JZ1480'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1246 ***********************************************************************
 JZ1246  DESIGNATION -  B 46
 JZ1246  PID         -  JZ1246
 JZ1246  STATE/COUNTY-  IN/UNION
 JZ1246  USGS QUAD   -  COLLEGE CORNER (1992)
 JZ1246
 JZ1246                         *CURRENT SURVEY CONTROL
 JZ1246  ___________________________________________________________________
 JZ1246* NAD 83(1986)-  39 34 54.     (N)    084 50 14.     (W)     SCALED    
 JZ1246* NAVD 88     -       312.846  (meters)    1026.40   (feet)  ADJUSTED  
 JZ1246  ___________________________________________________________________
 JZ1246  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JZ1246  DYNAMIC HT  -         312.667 (meters)    1025.81  (feet)  COMP
 JZ1246  MODELED GRAV-     980,044.6   (mgal)                       NAVD 88
 JZ1246
 JZ1246  VERT ORDER  -  SECOND    CLASS 0
 JZ1246
 JZ1246.The horizontal coordinates were scaled from a topographic map and have
 JZ1246.an estimated accuracy of +/- 6 seconds.
 JZ1246
 JZ1246.The orthometric height was determined by differential leveling
 JZ1246.and adjusted by the National Geodetic Survey in June 1991..
 JZ1246
 JZ1246.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1246.See file dsdata.txt to determine how the superseded data were derived.
 JZ1246
 JZ1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ857835(NAD 83)
 JZ1246_MARKER: DB = BENCH MARK DISK
 JZ1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1246_STAMPING: B 46 1934
 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 = OCTOBER  6, 2006
 JZ1684 ***********************************************************************
 JZ1684  CBN         -  This is a Cooperative Base Network Control Station.
 JZ1684  DESIGNATION -  B 47
 JZ1684  PID         -  JZ1684
 JZ1684  STATE/COUNTY-  IN/RUSH
 JZ1684  USGS QUAD   -  RUSHVILLE (1994)
 JZ1684
 JZ1684                         *CURRENT SURVEY CONTROL
 JZ1684  ___________________________________________________________________
 JZ1684* NAD 83(1997)-  39 35 53.63713(N)    085 29 42.60780(W)     ADJUSTED  
 JZ1684* NAVD 88     -       300.653  (meters)     986.39   (feet)  ADJUSTED  
 JZ1684  ___________________________________________________________________
 JZ1684  X           -     386,547.537 (meters)                     COMP
 JZ1684  Y           -  -4,906,263.059 (meters)                     COMP
 JZ1684  Z           -   4,043,883.175 (meters)                     COMP
 JZ1684  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 JZ1684  ELLIP HEIGHT-         266.69  (meters)          (03/12/99) GPS OBS
 JZ1684  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ1684  DYNAMIC HT  -         300.474 (meters)     985.81  (feet)  COMP
 JZ1684  MODELED GRAV-     980,021.8   (mgal)                       NAVD 88
 JZ1684
 JZ1684  HORZ ORDER  -  B
 JZ1684  VERT ORDER  -  SECOND    CLASS 0
 JZ1684  ELLP ORDER  -  SECOND    CLASS I
 JZ1684
 JZ1684.The horizontal coordinates were established by GPS observations
 JZ1684.and adjusted by the National Geodetic Survey in March 1999..
 JZ1684
 JZ1684.The orthometric height was determined by differential leveling
 JZ1684.and adjusted by the National Geodetic Survey in June 1991..
 JZ1684
 JZ1684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ1684
 JZ1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ1684
 JZ1684.The ellipsoidal height was determined by GPS observations
 JZ1684.and is referenced to NAD 83.
 JZ1684
 JZ1684.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JZ1684;SPC IN E     -   482,924.622   114,729.842   MT  0.99996934   +0 06 33.5
 JZ1684;SPC IN E     - 1,584,395.20    376,409.49   sFT  0.99996934   +0 06 33.5
 JZ1684;UTM  16      - 4,384,248.141   629,204.398   MT  0.99980553   +0 57 33.5
 JZ1684
 JZ1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1684!SPC IN E     -   0.99995816  x   0.99996934  =   0.99992750
 JZ1684!UTM  16      -   0.99995816  x   0.99980553  =   0.99976370
 JZ1684
 JZ1684                          SUPERSEDED SURVEY CONTROL
 JZ1684
 JZ1684  NAVD 88 (03/12/99)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1684.See file dsdata.txt to determine how the superseded data were derived.
 JZ1684
 JZ1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2920484248(NAD 83)
 JZ1684_MARKER: DB = BENCH MARK DISK
 JZ1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1684_STAMPING: B 47 1934
 JZ1684_MARK LOGO: CGS   
 JZ1684_PROJECTION: PROJECTING 8 CENTIMETERS
 JZ1684_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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 - June 03, 2003
 JZ1684
 JZ1684  HISTORY     - Date     Condition        Report By
 JZ1684  HISTORY     - 1934     MONUMENTED       CGS
 JZ1684  HISTORY     - 19980721 GOOD             WOOLPT
 JZ1684  HISTORY     - 20030603 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ0600 ***********************************************************************
 JZ0600  DESIGNATION -  B 48
 JZ0600  PID         -  JZ0600
 JZ0600  STATE/COUNTY-  IN/DEARBORN
 JZ0600  USGS QUAD   -  CEDAR GROVE (1994)
 JZ0600
 JZ0600                         *CURRENT SURVEY CONTROL
 JZ0600  ___________________________________________________________________
 JZ0600* NAD 83(1986)-  39 17 37.     (N)    084 57 28.     (W)     SCALED    
 JZ0600* NAVD 88     -       309.439  (meters)    1015.22   (feet)  ADJUSTED  
 JZ0600  ___________________________________________________________________
 JZ0600  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JZ0600  DYNAMIC HT  -         309.249 (meters)    1014.59  (feet)  COMP
 JZ0600  MODELED GRAV-     980,002.3   (mgal)                       NAVD 88
 JZ0600
 JZ0600  VERT ORDER  -  SECOND    CLASS 0
 JZ0600
 JZ0600.The horizontal coordinates were scaled from a topographic map and have
 JZ0600.an estimated accuracy of +/- 6 seconds.
 JZ0600
 JZ0600.The orthometric height was determined by differential leveling
 JZ0600.and adjusted by the National Geodetic Survey in June 1991..
 JZ0600.WARNING-Repeat measurements at this control monument indicate possible
 JZ0600.vertical movement.
 JZ0600
 JZ0600.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0600.See file dsdata.txt to determine how the superseded data were derived.
 JZ0600
 JZ0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ761513(NAD 83)
 JZ0600_MARKER: DB = BENCH MARK DISK
 JZ0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0600_STAMPING: B 48 1934
 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             NGS
 JZ0600  HISTORY     - 1974     MARK NOT FOUND   NGS
 JZ0600
 JZ0600                          STATION DESCRIPTION
 JZ0600
 JZ0600'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2192 ***********************************************************************
 JZ2192  DESIGNATION -  B 49
 JZ2192  PID         -  JZ2192
 JZ2192  STATE/COUNTY-  IN/DECATUR
 JZ2192  USGS QUAD   -  WESTPORT (1994)
 JZ2192
 JZ2192                         *CURRENT SURVEY CONTROL
 JZ2192  ___________________________________________________________________
 JZ2192* NAD 83(1986)-  39 10 27.     (N)    085 34 27.     (W)     SCALED    
 JZ2192* NAVD 88     -       245.422  (meters)     805.19   (feet)  ADJUSTED  
 JZ2192  ___________________________________________________________________
 JZ2192  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ2192  DYNAMIC HT  -         245.266 (meters)     804.68  (feet)  COMP
 JZ2192  MODELED GRAV-     979,986.5   (mgal)                       NAVD 88
 JZ2192
 JZ2192  VERT ORDER  -  SECOND    CLASS 0
 JZ2192
 JZ2192.The horizontal coordinates were scaled from a topographic map and have
 JZ2192.an estimated accuracy of +/- 6 seconds.
 JZ2192
 JZ2192.The orthometric height was determined by differential leveling
 JZ2192.and adjusted by the National Geodetic Survey in June 1991..
 JZ2192
 JZ2192.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2192.See file dsdata.txt to determine how the superseded data were derived.
 JZ2192
 JZ2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ231370(NAD 83)
 JZ2192_MARKER: DB = BENCH MARK DISK
 JZ2192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2192_STAMPING: B 49 1934
 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             NGS
 JZ2192
 JZ2192                          STATION DESCRIPTION
 JZ2192
 JZ2192'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1318 ***********************************************************************
 LA1318  DESIGNATION -  B 5
 LA1318  PID         -  LA1318
 LA1318  STATE/COUNTY-  IN/GRANT
 LA1318  USGS QUAD   -  FAIRMOUNT (1994)
 LA1318
 LA1318                         *CURRENT SURVEY CONTROL
 LA1318  ___________________________________________________________________
 LA1318* NAD 83(1986)-  40 24 50.     (N)    085 38 46.     (W)     SCALED    
 LA1318* NAVD 88     -       266.744  (meters)     875.14   (feet)  ADJUSTED  
 LA1318  ___________________________________________________________________
 LA1318  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 LA1318  DYNAMIC HT  -         266.607 (meters)     874.69  (feet)  COMP
 LA1318  MODELED GRAV-     980,104.5   (mgal)                       NAVD 88
 LA1318
 LA1318  VERT ORDER  -  FIRST     CLASS II
 LA1318
 LA1318.The horizontal coordinates were scaled from a topographic map and have
 LA1318.an estimated accuracy of +/- 6 seconds.
 LA1318
 LA1318.The orthometric height was determined by differential leveling
 LA1318.and adjusted by the National Geodetic Survey in June 1991..
 LA1318
 LA1318.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1318.See file dsdata.txt to determine how the superseded data were derived.
 LA1318
 LA1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK148745(NAD 83)
 LA1318_MARKER: Q = CHISELED SQUARE
 LA1318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1318_SP_SET: STEP
 LA1318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1318
 LA1318  HISTORY     - Date     Condition        Report By
 LA1318  HISTORY     - UNK      MONUMENTED       CGS
 LA1318  HISTORY     - 1946     GOOD             NGS
 LA1318
 LA1318                          STATION DESCRIPTION
 LA1318
 LA1318'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0684 ***********************************************************************
 KA0684  DESIGNATION -  B 50
 KA0684  PID         -  KA0684
 KA0684  STATE/COUNTY-  IN/BOONE
 KA0684  USGS QUAD   -  NEW ROSS (1980)
 KA0684
 KA0684                         *CURRENT SURVEY CONTROL
 KA0684  ___________________________________________________________________
 KA0684* NAD 83(1986)-  39 56 05.     (N)    086 38 41.     (W)     SCALED    
 KA0684* NAVD 88     -       290.969  (meters)     954.62   (feet)  ADJUSTED  
 KA0684  ___________________________________________________________________
 KA0684  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KA0684  DYNAMIC HT  -         290.811 (meters)     954.10  (feet)  COMP
 KA0684  MODELED GRAV-     980,074.5   (mgal)                       NAVD 88
 KA0684
 KA0684  VERT ORDER  -  SECOND    CLASS 0
 KA0684
 KA0684.The horizontal coordinates were scaled from a topographic map and have
 KA0684.an estimated accuracy of +/- 6 seconds.
 KA0684
 KA0684.The orthometric height was determined by differential leveling
 KA0684.and adjusted by the National Geodetic Survey in June 1991..
 KA0684
 KA0684.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0684.See file dsdata.txt to determine how the superseded data were derived.
 KA0684
 KA0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK303205(NAD 83)
 KA0684_MARKER: DB = BENCH MARK DISK
 KA0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0684_STAMPING: B 50 1934
 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             NGS
 KA0684
 KA0684                          STATION DESCRIPTION
 KA0684
 KA0684'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1541 ***********************************************************************
 KA1541  DESIGNATION -  B 51
 KA1541  PID         -  KA1541
 KA1541  STATE/COUNTY-  IN/VERMILLION
 KA1541  USGS QUAD   -  DANA (1983)
 KA1541
 KA1541                         *CURRENT SURVEY CONTROL
 KA1541  ___________________________________________________________________
 KA1541* NAD 83(1986)-  39 47 45.     (N)    087 23 11.     (W)     SCALED    
 KA1541* NAVD 88     -       149.380  (meters)     490.09   (feet)  ADJUSTED  
 KA1541  ___________________________________________________________________
 KA1541  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KA1541  DYNAMIC HT  -         149.298 (meters)     489.82  (feet)  COMP
 KA1541  MODELED GRAV-     980,073.3   (mgal)                       NAVD 88
 KA1541
 KA1541  VERT ORDER  -  SECOND    CLASS 0
 KA1541
 KA1541.The horizontal coordinates were scaled from a topographic map and have
 KA1541.an estimated accuracy of +/- 6 seconds.
 KA1541
 KA1541.The orthometric height was determined by differential leveling
 KA1541.and adjusted by the National Geodetic Survey in June 1991..
 KA1541
 KA1541.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1541.See file dsdata.txt to determine how the superseded data were derived.
 KA1541
 KA1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK669051(NAD 83)
 KA1541_MARKER: DB = BENCH MARK DISK
 KA1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1541_STAMPING: B 51 1934
 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             NGS
 KA1541  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA1541
 KA1541                          STATION DESCRIPTION
 KA1541
 KA1541'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0432 ***********************************************************************
 KA0432  DESIGNATION -  B 52
 KA0432  PID         -  KA0432
 KA0432  STATE/COUNTY-  IN/OWEN
 KA0432  USGS QUAD   -  GOSPORT (1983)
 KA0432
 KA0432                         *CURRENT SURVEY CONTROL
 KA0432  ___________________________________________________________________
 KA0432* NAD 83(1986)-  39 20 59.     (N)    086 39 33.     (W)     SCALED    
 KA0432* NAVD 88     -       173.095  (meters)     567.90   (feet)  ADJUSTED  
 KA0432  ___________________________________________________________________
 KA0432  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KA0432  DYNAMIC HT  -         172.994 (meters)     567.56  (feet)  COMP
 KA0432  MODELED GRAV-     980,040.5   (mgal)                       NAVD 88
 KA0432
 KA0432  VERT ORDER  -  SECOND    CLASS 0
 KA0432
 KA0432.The horizontal coordinates were scaled from a topographic map and have
 KA0432.an estimated accuracy of +/- 6 seconds.
 KA0432
 KA0432.The orthometric height was determined by differential leveling
 KA0432.and adjusted by the National Geodetic Survey in June 1991..
 KA0432
 KA0432.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0432.See file dsdata.txt to determine how the superseded data were derived.
 KA0432
 KA0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ293556(NAD 83)
 KA0432_MARKER: DB = BENCH MARK DISK
 KA0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0432_STAMPING: B 52 1934
 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             NGS
 KA0432
 KA0432                          STATION DESCRIPTION
 KA0432
 KA0432'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0322 ***********************************************************************
 KA0322  DESIGNATION -  B 53
 KA0322  PID         -  KA0322
 KA0322  STATE/COUNTY-  IN/MONROE
 KA0322  USGS QUAD   -  UNIONVILLE (1990)
 KA0322
 KA0322                         *CURRENT SURVEY CONTROL
 KA0322  ___________________________________________________________________
 KA0322* NAD 83(1986)-  39 09 47.     (N)    086 24 54.     (W)     SCALED    
 KA0322* NAVD 88     -       171.446  (meters)     562.49   (feet)  ADJUSTED  
 KA0322  ___________________________________________________________________
 KA0322  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KA0322  DYNAMIC HT  -         171.342 (meters)     562.14  (feet)  COMP
 KA0322  MODELED GRAV-     980,017.2   (mgal)                       NAVD 88
 KA0322
 KA0322  VERT ORDER  -  SECOND    CLASS 0
 KA0322
 KA0322.The horizontal coordinates were scaled from a topographic map and have
 KA0322.an estimated accuracy of +/- 6 seconds.
 KA0322
 KA0322.The orthometric height was determined by differential leveling
 KA0322.and adjusted by the National Geodetic Survey in June 1991..
 KA0322
 KA0322.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0322.See file dsdata.txt to determine how the superseded data were derived.
 KA0322
 KA0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ505350(NAD 83)
 KA0322_MARKER: DB = BENCH MARK DISK
 KA0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0322_STAMPING: B 53 1934
 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             NGS
 KA0322  HISTORY     - 1966     GOOD             NGS
 KA0322  HISTORY     - 20031213 MARK NOT FOUND   GEOCAC
 KA0322
 KA0322                          STATION DESCRIPTION
 KA0322
 KA0322'DESCRIBED BY NATIONAL 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 NATIONAL 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 = OCTOBER  6, 2006
 KA1182 ***********************************************************************
 KA1182  DESIGNATION -  B 54
 KA1182  PID         -  KA1182
 KA1182  STATE/COUNTY-  IN/GREENE
 KA1182  USGS QUAD   -  LINTON (1986)
 KA1182
 KA1182                         *CURRENT SURVEY CONTROL
 KA1182  ___________________________________________________________________
 KA1182* NAD 83(1986)-  39 01 50.     (N)    087 07 42.     (W)     SCALED    
 KA1182* NAVD 88     -       153.349  (meters)     503.11   (feet)  ADJUSTED  
 KA1182  ___________________________________________________________________
 KA1182  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KA1182  DYNAMIC HT  -         153.256 (meters)     502.81  (feet)  COMP
 KA1182  MODELED GRAV-     980,020.6   (mgal)                       NAVD 88
 KA1182
 KA1182  VERT ORDER  -  SECOND    CLASS 0
 KA1182
 KA1182.The horizontal coordinates were scaled from a topographic map and have
 KA1182.an estimated accuracy of +/- 6 seconds.
 KA1182
 KA1182.The orthometric height was determined by differential leveling
 KA1182.and adjusted by the National Geodetic Survey in June 1991..
 KA1182
 KA1182.The geoid height was determined by GEOID03.
 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     -   419,890.      896,100.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1182.See file dsdata.txt to determine how the superseded data were derived.
 KA1182
 KA1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ888201(NAD 83)
 KA1182_MARKER: DB = BENCH MARK DISK
 KA1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1182_STAMPING: B 54 1934
 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 = OCTOBER  6, 2006
 JA0102 ***********************************************************************
 JA0102  DESIGNATION -  B 55
 JA0102  PID         -  JA0102
 JA0102  STATE/COUNTY-  IN/ORANGE
 JA0102  USGS QUAD   -  PAOLI (1993)
 JA0102
 JA0102                         *CURRENT SURVEY CONTROL
 JA0102  ___________________________________________________________________
 JA0102* NAD 83(1986)-  38 31 48.     (N)    086 27 20.     (W)     SCALED    
 JA0102* NAVD 88     -       244.000  (meters)     800.52   (feet)  ADJUSTED  
 JA0102  ___________________________________________________________________
 JA0102  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JA0102  DYNAMIC HT  -         243.833 (meters)     799.98  (feet)  COMP
 JA0102  MODELED GRAV-     979,936.1   (mgal)                       NAVD 88
 JA0102
 JA0102  VERT ORDER  -  SECOND    CLASS 0
 JA0102
 JA0102.The horizontal coordinates were scaled from a topographic map and have
 JA0102.an estimated accuracy of +/- 6 seconds.
 JA0102
 JA0102.The orthometric height was determined by differential leveling
 JA0102.and adjusted by the National Geodetic Survey in June 1991..
 JA0102
 JA0102.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0102.See file dsdata.txt to determine how the superseded data were derived.
 JA0102
 JA0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH474647(NAD 83)
 JA0102_MARKER: DB = BENCH MARK DISK
 JA0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0102_STAMPING: B 55 1934
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1967
 JA0102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1351 ***********************************************************************
 HZ1351  DESIGNATION -  B 56
 HZ1351  PID         -  HZ1351
 HZ1351  STATE/COUNTY-  IN/FLOYD
 HZ1351  USGS QUAD   -  GEORGETOWN (1993)
 HZ1351
 HZ1351                         *CURRENT SURVEY CONTROL
 HZ1351  ___________________________________________________________________
 HZ1351* NAD 83(1986)-  38 17 21.     (N)    085 55 10.     (W)     SCALED    
 HZ1351* NAVD 88     -       244.418  (meters)     801.89   (feet)  ADJUSTED  
 HZ1351  ___________________________________________________________________
 HZ1351  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 HZ1351  DYNAMIC HT  -         244.249 (meters)     801.34  (feet)  COMP
 HZ1351  MODELED GRAV-     979,929.4   (mgal)                       NAVD 88
 HZ1351
 HZ1351  VERT ORDER  -  SECOND    CLASS 0
 HZ1351
 HZ1351.The horizontal coordinates were scaled from a topographic map and have
 HZ1351.an estimated accuracy of +/- 6 seconds.
 HZ1351
 HZ1351.The orthometric height was determined by differential leveling
 HZ1351.and adjusted by the National Geodetic Survey in June 1991..
 HZ1351
 HZ1351.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ1351
 HZ1351.No superseded survey control is available for this station.
 HZ1351
 HZ1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH944384(NAD 83)
 HZ1351_MARKER: DB = BENCH MARK DISK
 HZ1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1351_STAMPING: B 56 1934
 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             NGS
 HZ1351  HISTORY     - 1965     MARK NOT FOUND   NGS
 HZ1351
 HZ1351                          STATION DESCRIPTION
 HZ1351
 HZ1351'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1965
 HZ1351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0551 ***********************************************************************
 JA0551  DESIGNATION -  B 57
 JA0551  PID         -  JA0551
 JA0551  STATE/COUNTY-  IN/DUBOIS
 JA0551  USGS QUAD   -  BIRDSEYE (1993)
 JA0551
 JA0551                         *CURRENT SURVEY CONTROL
 JA0551  ___________________________________________________________________
 JA0551* NAD 83(1986)-  38 18 29.     (N)    086 43 35.     (W)     SCALED    
 JA0551* NAVD 88     -       213.620  (meters)     700.85   (feet)  ADJUSTED  
 JA0551  ___________________________________________________________________
 JA0551  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JA0551  DYNAMIC HT  -         213.474 (meters)     700.37  (feet)  COMP
 JA0551  MODELED GRAV-     979,940.8   (mgal)                       NAVD 88
 JA0551
 JA0551  VERT ORDER  -  FIRST     CLASS II
 JA0551
 JA0551.The horizontal coordinates were scaled from a topographic map and have
 JA0551.an estimated accuracy of +/- 6 seconds.
 JA0551
 JA0551.The orthometric height was determined by differential leveling
 JA0551.and adjusted by the National Geodetic Survey in June 1991..
 JA0551
 JA0551.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0551.See file dsdata.txt to determine how the superseded data were derived.
 JA0551
 JA0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH239400(NAD 83)
 JA0551_MARKER: DB = BENCH MARK DISK
 JA0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0551_STAMPING: B 57 1934
 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             NGS
 JA0551
 JA0551                          STATION DESCRIPTION
 JA0551
 JA0551'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1029 ***********************************************************************
 ME1029  DESIGNATION -  B 6
 ME1029  PID         -  ME1029
 ME1029  STATE/COUNTY-  IN/LAKE
 ME1029  USGS QUAD   -  WHITING (1991)
 ME1029
 ME1029                         *CURRENT SURVEY CONTROL
 ME1029  ___________________________________________________________________
 ME1029* NAD 83(1986)-  41 40 46.     (N)    087 29 23.     (W)     SCALED    
 ME1029* NAVD 88     -       180.055  (meters)     590.73   (feet)  ADJUSTED  
 ME1029  ___________________________________________________________________
 ME1029  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 ME1029  DYNAMIC HT  -         179.991 (meters)     590.52  (feet)  COMP
 ME1029  MODELED GRAV-     980,264.3   (mgal)                       NAVD 88
 ME1029
 ME1029  VERT ORDER  -  FIRST     CLASS I
 ME1029
 ME1029.The horizontal coordinates were scaled from a topographic map and have
 ME1029.an estimated accuracy of +/- 6 seconds.
 ME1029
 ME1029.The orthometric height was determined by differential leveling
 ME1029.and adjusted by the National Geodetic Survey in June 1991..
 ME1029.WARNING-Repeat measurements at this control monument indicate possible
 ME1029.vertical movement.
 ME1029
 ME1029.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1029.See file dsdata.txt to determine how the superseded data were derived.
 ME1029
 ME1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM592143(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1029
 ME1029  HISTORY     - Date     Condition        Report By
 ME1029  HISTORY     - UNK      MONUMENTED       CGS
 ME1029  HISTORY     - 1968     GOOD             NGS
 ME1029  HISTORY     - 1976     GOOD             LOCSUR
 ME1029  HISTORY     - 19920805 MARK NOT FOUND   NGS
 ME1029
 ME1029                          STATION DESCRIPTION
 ME1029
 ME1029'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1674 ***********************************************************************
 HZ1674  DESIGNATION -  B 60 RESET 1974
 HZ1674  PID         -  HZ1674
 HZ1674  STATE/COUNTY-  IN/CLARK
 HZ1674  USGS QUAD   -  HENRYVILLE (1983)
 HZ1674
 HZ1674                         *CURRENT SURVEY CONTROL
 HZ1674  ___________________________________________________________________
 HZ1674* NAD 83(1986)-  38 30 36.     (N)    085 45 55.     (W)     SCALED    
 HZ1674* NAVD 88     -       147.21   (meters)     483.0    (feet)  RESET     
 HZ1674  ___________________________________________________________________
 HZ1674  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 HZ1674
 HZ1674  VERT ORDER  -  THIRD
 HZ1674
 HZ1674.The horizontal coordinates were scaled from a topographic map and have
 HZ1674.an estimated accuracy of +/- 6 seconds.
 HZ1674
 HZ1674.The orthometric height was computed from unverified reset data.
 HZ1674
 HZ1674.The geoid height was determined by GEOID03.
 HZ1674
 HZ1674;                    North         East    Units  Estimated Accuracy
 HZ1674;SPC IN E     -   362,110.       91,400.      MT  (+/- 180 meters Scaled)
 HZ1674
 HZ1674                          SUPERSEDED SURVEY CONTROL
 HZ1674
 HZ1674  NGVD 29 (04/16/04)  147.35   (m)          483.4    (f) RESET       3  
 HZ1674
 HZ1674.Superseded values are not recommended for survey control.
 HZ1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1674.See file dsdata.txt to determine how the superseded data were derived.
 HZ1674
 HZ1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH076631(NAD 83)
 HZ1674_MARKER: DB = BENCH MARK DISK
 HZ1674_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1674_SP_SET: CULVERT
 HZ1674_STAMPING: 60 RESET 1974
 HZ1674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1674
 HZ1674  HISTORY     - Date     Condition        Report By
 HZ1674  HISTORY     - 1974     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0089 ***********************************************************************
 KA0089  DESIGNATION -  B 61
 KA0089  PID         -  KA0089
 KA0089  STATE/COUNTY-  IN/HENDRICKS
 KA0089  USGS QUAD   -  BROWNSBURG (1980)
 KA0089
 KA0089                         *CURRENT SURVEY CONTROL
 KA0089  ___________________________________________________________________
 KA0089* NAD 83(1986)-  39 45 23.     (N)    086 28 01.     (W)     SCALED    
 KA0089* NAVD 88     -       268.317  (meters)     880.30   (feet)  ADJUSTED  
 KA0089  ___________________________________________________________________
 KA0089  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KA0089  DYNAMIC HT  -         268.171 (meters)     879.82  (feet)  COMP
 KA0089  MODELED GRAV-     980,074.3   (mgal)                       NAVD 88
 KA0089
 KA0089  VERT ORDER  -  FIRST     CLASS II
 KA0089
 KA0089.The horizontal coordinates were scaled from a topographic map and have
 KA0089.an estimated accuracy of +/- 6 seconds.
 KA0089
 KA0089.The orthometric height was determined by differential leveling
 KA0089.and adjusted by the National Geodetic Survey in June 1991..
 KA0089
 KA0089.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0089.See file dsdata.txt to determine how the superseded data were derived.
 KA0089
 KA0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK456008(NAD 83)
 KA0089_MARKER: DB = BENCH MARK DISK
 KA0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0089_STAMPING: B 61 1946
 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 = OCTOBER  6, 2006
 KA0614 ***********************************************************************
 KA0614  DESIGNATION -  B 62
 KA0614  PID         -  KA0614
 KA0614  STATE/COUNTY-  IN/PUTNAM
 KA0614  USGS QUAD   -  CLOVERDALE (1986)
 KA0614
 KA0614                         *CURRENT SURVEY CONTROL
 KA0614  ___________________________________________________________________
 KA0614* NAD 83(1986)-  39 34 29.     (N)    086 51 39.     (W)     SCALED    
 KA0614* NAVD 88     -       213.766  (meters)     701.33   (feet)  ADJUSTED  
 KA0614  ___________________________________________________________________
 KA0614  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KA0614  DYNAMIC HT  -         213.645 (meters)     700.93  (feet)  COMP
 KA0614  MODELED GRAV-     980,054.0   (mgal)                       NAVD 88
 KA0614
 KA0614  VERT ORDER  -  SECOND    CLASS 0
 KA0614
 KA0614.The horizontal coordinates were scaled from a topographic map and have
 KA0614.an estimated accuracy of +/- 6 seconds.
 KA0614
 KA0614.The orthometric height was determined by differential leveling
 KA0614.and adjusted by the National Geodetic Survey in June 1991..
 KA0614
 KA0614.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0614.See file dsdata.txt to determine how the superseded data were derived.
 KA0614
 KA0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ119805(NAD 83)
 KA0614_MARKER: DB = BENCH MARK DISK
 KA0614_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0614_SP_SET: OVERPASS
 KA0614_STAMPING: B 62 1946
 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 = OCTOBER  6, 2006
 KA0613 ***********************************************************************
 KA0613  DESIGNATION -  B 63
 KA0613  PID         -  KA0613
 KA0613  STATE/COUNTY-  IN/PUTNAM
 KA0613  USGS QUAD   -  CLOVERDALE (1986)
 KA0613
 KA0613                         *CURRENT SURVEY CONTROL
 KA0613  ___________________________________________________________________
 KA0613* NAD 83(1986)-  39 30 24.     (N)    086 46 50.     (W)     SCALED    
 KA0613* NAVD 88     -       233.374  (meters)     765.66   (feet)  ADJUSTED  
 KA0613  ___________________________________________________________________
 KA0613  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KA0613  DYNAMIC HT  -         233.241 (meters)     765.22  (feet)  COMP
 KA0613  MODELED GRAV-     980,051.1   (mgal)                       NAVD 88
 KA0613
 KA0613  VERT ORDER  -  SECOND    CLASS 0
 KA0613
 KA0613.The horizontal coordinates were scaled from a topographic map and have
 KA0613.an estimated accuracy of +/- 6 seconds.
 KA0613
 KA0613.The orthometric height was determined by differential leveling
 KA0613.and adjusted by the National Geodetic Survey in June 1991..
 KA0613
 KA0613.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0613.See file dsdata.txt to determine how the superseded data were derived.
 KA0613
 KA0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ188730(NAD 83)
 KA0613_MARKER: DB = BENCH MARK DISK
 KA0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0613_STAMPING: B 63 1946
 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 = OCTOBER  6, 2006
 LB0026 ***********************************************************************
 LB0026  DESIGNATION -  B 64
 LB0026  PID         -  LB0026
 LB0026  STATE/COUNTY-  IN/CASS
 LB0026  USGS QUAD   -  CLYMERS (1987)
 LB0026
 LB0026                         *CURRENT SURVEY CONTROL
 LB0026  ___________________________________________________________________
 LB0026* NAD 83(1986)-  40 41 51.     (N)    086 28 13.     (W)     SCALED    
 LB0026* NAVD 88     -       218.340  (meters)     716.34   (feet)  ADJUSTED  
 LB0026  ___________________________________________________________________
 LB0026  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 LB0026  DYNAMIC HT  -         218.236 (meters)     716.00  (feet)  COMP
 LB0026  MODELED GRAV-     980,142.7   (mgal)                       NAVD 88
 LB0026
 LB0026  VERT ORDER  -  SECOND    CLASS 0
 LB0026
 LB0026.The horizontal coordinates were scaled from a topographic map and have
 LB0026.an estimated accuracy of +/- 6 seconds.
 LB0026
 LB0026.The orthometric height was determined by differential leveling
 LB0026.and adjusted by the National Geodetic Survey in June 1991..
 LB0026
 LB0026.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0026.See file dsdata.txt to determine how the superseded data were derived.
 LB0026
 LB0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL447053(NAD 83)
 LB0026_MARKER: DB = BENCH MARK DISK
 LB0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0026_STAMPING: B 64 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0135 ***********************************************************************
 KA0135  DESIGNATION -  B 65
 KA0135  PID         -  KA0135
 KA0135  STATE/COUNTY-  IN/MARION
 KA0135  USGS QUAD   -  MAYWOOD (1986)
 KA0135
 KA0135                         *CURRENT SURVEY CONTROL
 KA0135  ___________________________________________________________________
 KA0135* NAD 83(1986)-  39 44 17.     (N)    086 13 39.     (W)     SCALED    
 KA0135* NAVD 88     -       216.421  (meters)     710.04   (feet)  ADJUSTED  
 KA0135  ___________________________________________________________________
 KA0135  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KA0135  DYNAMIC HT  -         216.304 (meters)     709.66  (feet)  COMP
 KA0135  MODELED GRAV-     980,079.5   (mgal)                       NAVD 88
 KA0135
 KA0135  VERT ORDER  -  SECOND    CLASS 0
 KA0135
 KA0135.The horizontal coordinates were scaled from a topographic map and have
 KA0135.an estimated accuracy of +/- 6 seconds.
 KA0135
 KA0135.The orthometric height was determined by differential leveling
 KA0135.and adjusted by the National Geodetic Survey in June 1991..
 KA0135
 KA0135.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0135.See file dsdata.txt to determine how the superseded data were derived.
 KA0135
 KA0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ661989(NAD 83)
 KA0135_MARKER: DB = BENCH MARK DISK
 KA0135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0135_SP_SET: BUILDING
 KA0135_STAMPING: B 65 1946
 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 = OCTOBER  6, 2006
 KA0949 ***********************************************************************
 KA0949  DESIGNATION -  B 67
 KA0949  PID         -  KA0949
 KA0949  STATE/COUNTY-  IN/CLAY
 KA0949  USGS QUAD   -  BRAZIL WEST (1986)
 KA0949
 KA0949                         *CURRENT SURVEY CONTROL
 KA0949  ___________________________________________________________________
 KA0949* NAD 83(1986)-  39 31 00.     (N)    087 08 34.     (W)     SCALED    
 KA0949* NAVD 88     -       189.288  (meters)     621.02   (feet)  ADJUSTED  
 KA0949  ___________________________________________________________________
 KA0949  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KA0949  DYNAMIC HT  -         189.178 (meters)     620.66  (feet)  COMP
 KA0949  MODELED GRAV-     980,042.6   (mgal)                       NAVD 88
 KA0949
 KA0949  VERT ORDER  -  FIRST     CLASS II
 KA0949
 KA0949.The horizontal coordinates were scaled from a topographic map and have
 KA0949.an estimated accuracy of +/- 6 seconds.
 KA0949
 KA0949.The orthometric height was determined by differential leveling
 KA0949.and adjusted by the National Geodetic Survey in June 1991..
 KA0949
 KA0949.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0949.See file dsdata.txt to determine how the superseded data were derived.
 KA0949
 KA0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ877741(NAD 83)
 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 = OCTOBER  6, 2006
 KA1156 ***********************************************************************
 KA1156  DESIGNATION -  B 68
 KA1156  PID         -  KA1156
 KA1156  STATE/COUNTY-  IN/CLAY
 KA1156  USGS QUAD   -  STAUNTON (1986)
 KA1156
 KA1156                         *CURRENT SURVEY CONTROL
 KA1156  ___________________________________________________________________
 KA1156* NAD 83(1986)-  39 29 14.     (N)    087 11 08.     (W)     SCALED    
 KA1156* NAVD 88     -       196.879  (meters)     645.93   (feet)  ADJUSTED  
 KA1156  ___________________________________________________________________
 KA1156  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KA1156  DYNAMIC HT  -         196.766 (meters)     645.56  (feet)  COMP
 KA1156  MODELED GRAV-     980,050.2   (mgal)                       NAVD 88
 KA1156
 KA1156  VERT ORDER  -  SECOND    CLASS 0
 KA1156
 KA1156.The horizontal coordinates were scaled from a topographic map and have
 KA1156.an estimated accuracy of +/- 6 seconds.
 KA1156
 KA1156.The orthometric height was determined by differential leveling
 KA1156.and adjusted by the National Geodetic Survey in June 1991..
 KA1156
 KA1156.The geoid height was determined by GEOID03.
 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     -   470,590.      891,210.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1156.See file dsdata.txt to determine how the superseded data were derived.
 KA1156
 KA1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ840708(NAD 83)
 KA1156_MARKER: DB = BENCH MARK DISK
 KA1156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1156_SP_SET: CULVERT
 KA1156_STAMPING: B 68 1946
 KA1156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA1148 ***********************************************************************
 KA1148  DESIGNATION -  B 69
 KA1148  PID         -  KA1148
 KA1148  STATE/COUNTY-  IN/CLAY
 KA1148  USGS QUAD   -  CENTER POINT (1986)
 KA1148
 KA1148                         *CURRENT SURVEY CONTROL
 KA1148  ___________________________________________________________________
 KA1148* NAD 83(1986)-  39 25 49.     (N)    087 04 20.     (W)     SCALED    
 KA1148* NAVD 88     -       207.778  (meters)     681.68   (feet)  ADJUSTED  
 KA1148  ___________________________________________________________________
 KA1148  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KA1148  DYNAMIC HT  -         207.659 (meters)     681.29  (feet)  COMP
 KA1148  MODELED GRAV-     980,049.5   (mgal)                       NAVD 88
 KA1148
 KA1148  VERT ORDER  -  SECOND    CLASS 0
 KA1148
 KA1148.The horizontal coordinates were scaled from a topographic map and have
 KA1148.an estimated accuracy of +/- 6 seconds.
 KA1148
 KA1148.The orthometric height was determined by differential leveling
 KA1148.and adjusted by the National Geodetic Survey in June 1991..
 KA1148
 KA1148.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1148.See file dsdata.txt to determine how the superseded data were derived.
 KA1148
 KA1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ937645(NAD 83)
 KA1148_MARKER: DB = BENCH MARK DISK
 KA1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1148_STAMPING: B 69 1946
 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 = OCTOBER  6, 2006
 ME0523 ***********************************************************************
 ME0523  DESIGNATION -  B 7
 ME0523  PID         -  ME0523
 ME0523  STATE/COUNTY-  IN/STARKE
 ME0523  USGS QUAD   -  HAMLET (1977)
 ME0523
 ME0523                         *CURRENT SURVEY CONTROL
 ME0523  ___________________________________________________________________
 ME0523* NAD 83(1986)-  41 23 16.     (N)    086 37 14.     (W)     SCALED    
 ME0523* NAVD 88     -       207.995  (meters)     682.40   (feet)  ADJUSTED  
 ME0523  ___________________________________________________________________
 ME0523  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME0523  DYNAMIC HT  -         207.911 (meters)     682.12  (feet)  COMP
 ME0523  MODELED GRAV-     980,214.8   (mgal)                       NAVD 88
 ME0523
 ME0523  VERT ORDER  -  FIRST     CLASS I
 ME0523
 ME0523.The horizontal coordinates were scaled from a topographic map and have
 ME0523.an estimated accuracy of +/- 6 seconds.
 ME0523
 ME0523.The orthometric height was determined by differential leveling
 ME0523.and adjusted by the National Geodetic Survey in June 1991..
 ME0523
 ME0523.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0523.See file dsdata.txt to determine how the superseded data were derived.
 ME0523
 ME0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL317818(NAD 83)
 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     - UNK      MONUMENTED       CGS
 ME0523  HISTORY     - 1968     GOOD             NGS
 ME0523  HISTORY     - 1988     GOOD             USPSQD
 ME0523  HISTORY     - 19990623 GOOD             USPSQD
 ME0523
 ME0523                          STATION DESCRIPTION
 ME0523
 ME0523'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1153 ***********************************************************************
 KA1153  CBN         -  This is a Cooperative Base Network Control Station.
 KA1153  DESIGNATION -  B 70
 KA1153  PID         -  KA1153
 KA1153  STATE/COUNTY-  IN/CLAY
 KA1153  USGS QUAD   -  STAUNTON (1986)
 KA1153
 KA1153                         *CURRENT SURVEY CONTROL
 KA1153  ___________________________________________________________________
 KA1153* NAD 83(1997)-  39 29 59.20001(N)    087 09 37.58237(W)     ADJUSTED  
 KA1153* NAVD 88     -       205.387  (meters)     673.84   (feet)  ADJUSTED  
 KA1153  ___________________________________________________________________
 KA1153  X           -     244,147.703 (meters)                     COMP
 KA1153  Y           -  -4,922,303.474 (meters)                     COMP
 KA1153  Z           -   4,035,394.173 (meters)                     COMP
 KA1153  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 KA1153  ELLIP HEIGHT-         172.45  (meters)          (04/10/98) GPS OBS
 KA1153  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KA1153  DYNAMIC HT  -         205.270 (meters)     673.46  (feet)  COMP
 KA1153  MODELED GRAV-     980,050.4   (mgal)                       NAVD 88
 KA1153
 KA1153  HORZ ORDER  -  B
 KA1153  VERT ORDER  -  SECOND    CLASS 0
 KA1153  ELLP ORDER  -  FOURTH    CLASS I
 KA1153
 KA1153.The horizontal coordinates were established by GPS observations
 KA1153.and adjusted by the National Geodetic Survey in April 1998..
 KA1153
 KA1153.The orthometric height was determined by differential leveling
 KA1153.and adjusted by the National Geodetic Survey in June 1991..
 KA1153
 KA1153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA1153
 KA1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1153
 KA1153.The ellipsoidal height was determined by GPS observations
 KA1153.and is referenced to NAD 83.
 KA1153
 KA1153.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 KA1153;SPC IN W     -   471,982.738   893,368.030   MT  0.99996721   -0 02 56.6
 KA1153;SPC IN W     - 1,548,496.70  2,930,991.61   sFT  0.99996721   -0 02 56.6
 KA1153;UTM  16      - 4,372,252.131   486,205.519   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                          SUPERSEDED SURVEY CONTROL
 KA1153
 KA1153  NAVD 88 (04/10/98)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1153.See file dsdata.txt to determine how the superseded data were derived.
 KA1153
 KA1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8620672252(NAD 83)
 KA1153_MARKER: DB = BENCH MARK DISK
 KA1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1153_SP_SET: 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 = OCTOBER  6, 2006
 KA0826 ***********************************************************************
 KA0826  DESIGNATION -  B 71
 KA0826  PID         -  KA0826
 KA0826  STATE/COUNTY-  IN/PARKE
 KA0826  USGS QUAD   -  MANSFIELD (1983)
 KA0826
 KA0826                         *CURRENT SURVEY CONTROL
 KA0826  ___________________________________________________________________
 KA0826* NAD 83(1986)-  39 37 30.     (N)    087 06 24.     (W)     SCALED    
 KA0826* NAVD 88     -       211.814  (meters)     694.93   (feet)  ADJUSTED  
 KA0826  ___________________________________________________________________
 KA0826  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KA0826  DYNAMIC HT  -         211.693 (meters)     694.53  (feet)  COMP
 KA0826  MODELED GRAV-     980,051.4   (mgal)                       NAVD 88
 KA0826
 KA0826  VERT ORDER  -  SECOND    CLASS 0
 KA0826
 KA0826.The horizontal coordinates were scaled from a topographic map and have
 KA0826.an estimated accuracy of +/- 6 seconds.
 KA0826
 KA0826.The orthometric height was determined by differential leveling
 KA0826.and adjusted by the National Geodetic Survey in June 1991..
 KA0826
 KA0826.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0826.See file dsdata.txt to determine how the superseded data were derived.
 KA0826
 KA0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ908861(NAD 83)
 KA0826_MARKER: DB = BENCH MARK DISK
 KA0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0826_STAMPING: B 71 1946
 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 = OCTOBER  6, 2006
 KA0827 ***********************************************************************
 KA0827  DESIGNATION -  B 71 RESET 1956
 KA0827  PID         -  KA0827
 KA0827  STATE/COUNTY-  IN/PARKE
 KA0827  USGS QUAD   -  MANSFIELD (1983)
 KA0827
 KA0827                         *CURRENT SURVEY CONTROL
 KA0827  ___________________________________________________________________
 KA0827* NAD 83(1986)-  39 37 30.     (N)    087 06 25.     (W)     SCALED    
 KA0827* NAVD 88     -       211.92   (meters)     695.3    (feet)  RESET     
 KA0827  ___________________________________________________________________
 KA0827  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KA0827
 KA0827  VERT ORDER  -  THIRD
 KA0827
 KA0827.The horizontal coordinates were scaled from a topographic map and have
 KA0827.an estimated accuracy of +/- 6 seconds.
 KA0827
 KA0827.The orthometric height was computed from unverified reset data.
 KA0827
 KA0827.The geoid height was determined by GEOID03.
 KA0827
 KA0827;                    North         East    Units  Estimated Accuracy
 KA0827;SPC IN W     -   485,880.      897,970.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0827.See file dsdata.txt to determine how the superseded data were derived.
 KA0827
 KA0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ908861(NAD 83)
 KA0827_MARKER: DD = SURVEY DISK
 KA0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0827_STAMPING: B 71 RESET 1956
 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 = OCTOBER  6, 2006
 KA0557 ***********************************************************************
 KA0557  DESIGNATION -  B 72
 KA0557  PID         -  KA0557
 KA0557  STATE/COUNTY-  IN/PUTNAM
 KA0557  USGS QUAD   -  RUSSELLVILLE (1963)
 KA0557
 KA0557                         *CURRENT SURVEY CONTROL
 KA0557  ___________________________________________________________________
 KA0557* NAD 83(1986)-  39 45 45.     (N)    086 58 48.     (W)     SCALED    
 KA0557* NAVD 88     -       243.409  (meters)     798.58   (feet)  ADJUSTED  
 KA0557  ___________________________________________________________________
 KA0557  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KA0557  DYNAMIC HT  -         243.270 (meters)     798.13  (feet)  COMP
 KA0557  MODELED GRAV-     980,052.2   (mgal)                       NAVD 88
 KA0557
 KA0557  VERT ORDER  -  SECOND    CLASS 0
 KA0557
 KA0557.The horizontal coordinates were scaled from a topographic map and have
 KA0557.an estimated accuracy of +/- 6 seconds.
 KA0557
 KA0557.The orthometric height was determined by differential leveling
 KA0557.and adjusted by the National Geodetic Survey in June 1991..
 KA0557
 KA0557.The geoid height was determined by GEOID03.
 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     -   501,150.      908,850.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0557.See file dsdata.txt to determine how the superseded data were derived.
 KA0557
 KA0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK017013(NAD 83)
 KA0557_MARKER: DB = BENCH MARK DISK
 KA0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0557_STAMPING: B 72 1946
 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 = OCTOBER  6, 2006
 KA0792 ***********************************************************************
 KA0792  DESIGNATION -  B 73
 KA0792  PID         -  KA0792
 KA0792  STATE/COUNTY-  IN/HENDRICKS
 KA0792  USGS QUAD   -  NORTH SALEM (1977)
 KA0792
 KA0792                         *CURRENT SURVEY CONTROL
 KA0792  ___________________________________________________________________
 KA0792* NAD 83(1986)-  39 47 00.     (N)    086 39 06.     (W)     SCALED    
 KA0792* NAVD 88     -       285.050  (meters)     935.20   (feet)  ADJUSTED  
 KA0792  ___________________________________________________________________
 KA0792  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KA0792  DYNAMIC HT  -         284.893 (meters)     934.69  (feet)  COMP
 KA0792  MODELED GRAV-     980,070.8   (mgal)                       NAVD 88
 KA0792
 KA0792  VERT ORDER  -  SECOND    CLASS 0
 KA0792
 KA0792.The horizontal coordinates were scaled from a topographic map and have
 KA0792.an estimated accuracy of +/- 6 seconds.
 KA0792
 KA0792.The orthometric height was determined by differential leveling
 KA0792.and adjusted by the National Geodetic Survey in June 1991..
 KA0792
 KA0792.The geoid height was determined by GEOID03.
 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     -   503,550.      936,980.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0792.See file dsdata.txt to determine how the superseded data were derived.
 KA0792
 KA0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK298037(NAD 83)
 KA0792_MARKER: DB = BENCH MARK DISK
 KA0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0792_STAMPING: B 73 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0774 ***********************************************************************
 KA0774  DESIGNATION -  B 74
 KA0774  PID         -  KA0774
 KA0774  STATE/COUNTY-  IN/PUTNAM
 KA0774  USGS QUAD   -  RUSSELLVILLE (1963)
 KA0774
 KA0774                         *CURRENT SURVEY CONTROL
 KA0774  ___________________________________________________________________
 KA0774* NAD 83(1986)-  39 49 02.     (N)    086 58 45.     (W)     SCALED    
 KA0774* NAVD 88     -       242.871  (meters)     796.82   (feet)  ADJUSTED  
 KA0774  ___________________________________________________________________
 KA0774  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KA0774  DYNAMIC HT  -         242.734 (meters)     796.37  (feet)  COMP
 KA0774  MODELED GRAV-     980,057.5   (mgal)                       NAVD 88
 KA0774
 KA0774  VERT ORDER  -  SECOND    CLASS 0
 KA0774
 KA0774.The horizontal coordinates were scaled from a topographic map and have
 KA0774.an estimated accuracy of +/- 6 seconds.
 KA0774
 KA0774.The orthometric height was determined by differential leveling
 KA0774.and adjusted by the National Geodetic Survey in June 1991..
 KA0774
 KA0774.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0774.See file dsdata.txt to determine how the superseded data were derived.
 KA0774
 KA0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK017074(NAD 83)
 KA0774_MARKER: DB = BENCH MARK DISK
 KA0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0774_STAMPING: B 74 1946
 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 = OCTOBER  6, 2006
 KA0731 ***********************************************************************
 KA0731  DESIGNATION -  B 75
 KA0731  PID         -  KA0731
 KA0731  STATE/COUNTY-  IN/MONTGOMERY
 KA0731  USGS QUAD   -  LADOGA (1984)
 KA0731
 KA0731                         *CURRENT SURVEY CONTROL
 KA0731  ___________________________________________________________________
 KA0731* NAD 83(1986)-  39 54 32.     (N)    086 47 57.     (W)     SCALED    
 KA0731* NAVD 88     -       244.301  (meters)     801.51   (feet)  ADJUSTED  
 KA0731  ___________________________________________________________________
 KA0731  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KA0731  DYNAMIC HT  -         244.168 (meters)     801.07  (feet)  COMP
 KA0731  MODELED GRAV-     980,074.5   (mgal)                       NAVD 88
 KA0731
 KA0731  VERT ORDER  -  SECOND    CLASS 0
 KA0731
 KA0731.The horizontal coordinates were scaled from a topographic map and have
 KA0731.an estimated accuracy of +/- 6 seconds.
 KA0731
 KA0731.The orthometric height was determined by differential leveling
 KA0731.and adjusted by the National Geodetic Survey in June 1991..
 KA0731
 KA0731.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0731.See file dsdata.txt to determine how the superseded data were derived.
 KA0731
 KA0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK171176(NAD 83)
 KA0731_MARKER: DB = BENCH MARK DISK
 KA0731_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0731_SP_SET: BRIDGE
 KA0731_STAMPING: B 75 1946
 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 = OCTOBER  6, 2006
 KA0749 ***********************************************************************
 KA0749  DESIGNATION -  B 76
 KA0749  PID         -  KA0749
 KA0749  STATE/COUNTY-  IN/HENDRICKS
 KA0749  USGS QUAD   -  COATESVILLE (1983)
 KA0749
 KA0749                         *CURRENT SURVEY CONTROL
 KA0749  ___________________________________________________________________
 KA0749* NAD 83(1986)-  39 38 41.     (N)    086 40 11.     (W)     SCALED    
 KA0749* NAVD 88     -       249.287  (meters)     817.87   (feet)  ADJUSTED  
 KA0749  ___________________________________________________________________
 KA0749  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KA0749  DYNAMIC HT  -         249.147 (meters)     817.41  (feet)  COMP
 KA0749  MODELED GRAV-     980,059.2   (mgal)                       NAVD 88
 KA0749
 KA0749  VERT ORDER  -  FIRST     CLASS II
 KA0749
 KA0749.The horizontal coordinates were scaled from a topographic map and have
 KA0749.an estimated accuracy of +/- 6 seconds.
 KA0749
 KA0749.The orthometric height was determined by differential leveling
 KA0749.and adjusted by the National Geodetic Survey in June 1991..
 KA0749
 KA0749.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0749.See file dsdata.txt to determine how the superseded data were derived.
 KA0749
 KA0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ283883(NAD 83)
 KA0749_MARKER: DB = BENCH MARK DISK
 KA0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0749_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 KA0098 ***********************************************************************
 KA0098  DESIGNATION -  B 77
 KA0098  PID         -  KA0098
 KA0098  STATE/COUNTY-  IN/MARION
 KA0098  USGS QUAD   -  CLERMONT (1984)
 KA0098
 KA0098                         *CURRENT SURVEY CONTROL
 KA0098  ___________________________________________________________________
 KA0098* NAD 83(1986)-  39 45 36.     (N)    086 19 01.     (W)     SCALED    
 KA0098* NAVD 88     -       242.143  (meters)     794.43   (feet)  ADJUSTED  
 KA0098  ___________________________________________________________________
 KA0098  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KA0098  DYNAMIC HT  -         242.012 (meters)     794.00  (feet)  COMP
 KA0098  MODELED GRAV-     980,081.4   (mgal)                       NAVD 88
 KA0098
 KA0098  VERT ORDER  -  FIRST     CLASS II
 KA0098
 KA0098.The horizontal coordinates were scaled from a topographic map and have
 KA0098.an estimated accuracy of +/- 6 seconds.
 KA0098
 KA0098.The orthometric height was determined by differential leveling
 KA0098.and adjusted by the National Geodetic Survey in June 1991..
 KA0098
 KA0098.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0098.See file dsdata.txt to determine how the superseded data were derived.
 KA0098
 KA0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK585013(NAD 83)
 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 = OCTOBER  6, 2006
 MD1262 ***********************************************************************
 MD1262  DESIGNATION -  B 8
 MD1262  PID         -  MD1262
 MD1262  STATE/COUNTY-  IN/KOSCIUSKO
 MD1262  USGS QUAD   -  ATWOOD (1994)
 MD1262
 MD1262                         *CURRENT SURVEY CONTROL
 MD1262  ___________________________________________________________________
 MD1262* NAD 83(1986)-  41 15 04.     (N)    085 56 28.     (W)     SCALED    
 MD1262* NAVD 88     -       246.671  (meters)     809.29   (feet)  ADJUSTED  
 MD1262  ___________________________________________________________________
 MD1262  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MD1262  DYNAMIC HT  -         246.567 (meters)     808.95  (feet)  COMP
 MD1262  MODELED GRAV-     980,198.3   (mgal)                       NAVD 88
 MD1262
 MD1262  VERT ORDER  -  FIRST     CLASS I
 MD1262
 MD1262.The horizontal coordinates were scaled from a topographic map and have
 MD1262.an estimated accuracy of +/- 6 seconds.
 MD1262
 MD1262.The orthometric height was determined by differential leveling
 MD1262.and adjusted by the National Geodetic Survey in June 1991..
 MD1262.WARNING-Repeat measurements at this control monument indicate possible
 MD1262.vertical movement.
 MD1262
 MD1262.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1262.See file dsdata.txt to determine how the superseded data were derived.
 MD1262
 MD1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL887671(NAD 83)
 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     - UNK      MONUMENTED       CGS
 MD1262  HISTORY     - 1968     GOOD             NGS
 MD1262  HISTORY     - 19960711 MARK NOT FOUND   USPSQD
 MD1262
 MD1262                          STATION DESCRIPTION
 MD1262
 MD1262'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0212 ***********************************************************************
 KA0212  DESIGNATION -  B 80
 KA0212  PID         -  KA0212
 KA0212  STATE/COUNTY-  IN/BOONE
 KA0212  USGS QUAD   -  ZIONSVILLE (1988)
 KA0212
 KA0212                         *CURRENT SURVEY CONTROL
 KA0212  ___________________________________________________________________
 KA0212* NAD 83(1986)-  39 56 46.     (N)    086 21 30.     (W)     SCALED    
 KA0212* NAVD 88     -       281.406  (meters)     923.25   (feet)  ADJUSTED  
 KA0212  ___________________________________________________________________
 KA0212  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 KA0212  DYNAMIC HT  -         281.251 (meters)     922.74  (feet)  COMP
 KA0212  MODELED GRAV-     980,066.7   (mgal)                       NAVD 88
 KA0212
 KA0212  VERT ORDER  -  SECOND    CLASS 0
 KA0212
 KA0212.The horizontal coordinates were scaled from a topographic map and have
 KA0212.an estimated accuracy of +/- 6 seconds.
 KA0212
 KA0212.The orthometric height was determined by differential leveling
 KA0212.and adjusted by the National Geodetic Survey in June 1991..
 KA0212
 KA0212.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0212.See file dsdata.txt to determine how the superseded data were derived.
 KA0212
 KA0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK548219(NAD 83)
 KA0212_MARKER: DB = BENCH MARK DISK
 KA0212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0212_SP_SET: CULVERT
 KA0212_STAMPING: B 80 1946
 KA0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0213 ***********************************************************************
 KA0213  DESIGNATION -  B 80 RESET 1958
 KA0213  PID         -  KA0213
 KA0213  STATE/COUNTY-  IN/BOONE
 KA0213  USGS QUAD   -  ZIONSVILLE (1988)
 KA0213
 KA0213                         *CURRENT SURVEY CONTROL
 KA0213  ___________________________________________________________________
 KA0213* NAD 83(1986)-  39 56 45.     (N)    086 21 30.     (W)     SCALED    
 KA0213* NAVD 88     -       281.40   (meters)     923.2    (feet)  RESET     
 KA0213  ___________________________________________________________________
 KA0213  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KA0213
 KA0213  VERT ORDER  -  THIRD
 KA0213
 KA0213.The horizontal coordinates were scaled from a topographic map and have
 KA0213.an estimated accuracy of +/- 6 seconds.
 KA0213
 KA0213.The orthometric height was computed from unverified reset data.
 KA0213
 KA0213.The geoid height was determined by GEOID03.
 KA0213
 KA0213;                    North         East    Units  Estimated Accuracy
 KA0213;SPC IN W     -   521,760.      961,960.      MT  (+/- 180 meters Scaled)
 KA0213
 KA0213                          SUPERSEDED SURVEY CONTROL
 KA0213
 KA0213  NGVD 29 (??/??/??)  281.50   (m)          923.6    (f) RESET       3  
 KA0213
 KA0213.Superseded values are not recommended for survey control.
 KA0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0213.See file dsdata.txt to determine how the superseded data were derived.
 KA0213
 KA0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK548219(NAD 83)
 KA0213_MARKER: DB = BENCH MARK DISK
 KA0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0213_SP_SET: CULVERT
 KA0213_STAMPING: B 80 RESET 1958
 KA0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0213
 KA0213  HISTORY     - Date     Condition        Report By
 KA0213  HISTORY     - 1958     MONUMENTED       INHD
 KA0213  HISTORY     - 1959     GOOD             NGS
 KA0213
 KA0213                          STATION DESCRIPTION
 KA0213
 KA0213'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0534 ***********************************************************************
 KA0534  DESIGNATION -  B 81
 KA0534  PID         -  KA0534
 KA0534  STATE/COUNTY-  IN/OWEN
 KA0534  USGS QUAD   -  CATARACT (1986)
 KA0534
 KA0534                         *CURRENT SURVEY CONTROL
 KA0534  ___________________________________________________________________
 KA0534* NAD 83(1986)-  39 26 29.     (N)    086 45 52.     (W)     SCALED    
 KA0534* NAVD 88     -       233.068  (meters)     764.66   (feet)  ADJUSTED  
 KA0534  ___________________________________________________________________
 KA0534  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KA0534  DYNAMIC HT  -         232.934 (meters)     764.22  (feet)  COMP
 KA0534  MODELED GRAV-     980,044.1   (mgal)                       NAVD 88
 KA0534
 KA0534  VERT ORDER  -  SECOND    CLASS 0
 KA0534
 KA0534.The horizontal coordinates were scaled from a topographic map and have
 KA0534.an estimated accuracy of +/- 6 seconds.
 KA0534
 KA0534.The orthometric height was determined by differential leveling
 KA0534.and adjusted by the National Geodetic Survey in June 1991..
 KA0534
 KA0534.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0534.See file dsdata.txt to determine how the superseded data were derived.
 KA0534
 KA0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ202657(NAD 83)
 KA0534_MARKER: DB = BENCH MARK DISK
 KA0534_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0534_SP_SET: CULVERT
 KA0534_STAMPING: B 81 1946
 KA0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA1219 ***********************************************************************
 KA1219  DESIGNATION -  B 82
 KA1219  PID         -  KA1219
 KA1219  STATE/COUNTY-  IN/CLAY
 KA1219  USGS QUAD   -  STAUNTON (1986)
 KA1219
 KA1219                         *CURRENT SURVEY CONTROL
 KA1219  ___________________________________________________________________
 KA1219* NAD 83(1986)-  39 23 03.     (N)    087 11 16.     (W)     SCALED    
 KA1219* NAVD 88     -       189.050  (meters)     620.24   (feet)  ADJUSTED  
 KA1219  ___________________________________________________________________
 KA1219  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KA1219  DYNAMIC HT  -         188.941 (meters)     619.88  (feet)  COMP
 KA1219  MODELED GRAV-     980,048.3   (mgal)                       NAVD 88
 KA1219
 KA1219  VERT ORDER  -  FIRST     CLASS II
 KA1219
 KA1219.The horizontal coordinates were scaled from a topographic map and have
 KA1219.an estimated accuracy of +/- 6 seconds.
 KA1219
 KA1219.The orthometric height was determined by differential leveling
 KA1219.and adjusted by the National Geodetic Survey in June 1991..
 KA1219
 KA1219.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1219.See file dsdata.txt to determine how the superseded data were derived.
 KA1219
 KA1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ838594(NAD 83)
 KA1219_MARKER: DB = BENCH MARK DISK
 KA1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1219_STAMPING: B 82 1946
 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 = OCTOBER  6, 2006
 KA1201 ***********************************************************************
 KA1201  DESIGNATION -  B 83
 KA1201  PID         -  KA1201
 KA1201  STATE/COUNTY-  IN/CLAY
 KA1201  USGS QUAD   -  COAL CITY (1986)
 KA1201
 KA1201                         *CURRENT SURVEY CONTROL
 KA1201  ___________________________________________________________________
 KA1201* NAD 83(1986)-  39 14 48.     (N)    087 03 34.     (W)     SCALED    
 KA1201* NAVD 88     -       190.385  (meters)     624.62   (feet)  ADJUSTED  
 KA1201  ___________________________________________________________________
 KA1201  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KA1201  DYNAMIC HT  -         190.274 (meters)     624.26  (feet)  COMP
 KA1201  MODELED GRAV-     980,039.1   (mgal)                       NAVD 88
 KA1201
 KA1201  VERT ORDER  -  FIRST     CLASS II
 KA1201
 KA1201.The horizontal coordinates were scaled from a topographic map and have
 KA1201.an estimated accuracy of +/- 6 seconds.
 KA1201
 KA1201.The orthometric height was determined by differential leveling
 KA1201.and adjusted by the National Geodetic Survey in June 1991..
 KA1201
 KA1201.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1201.See file dsdata.txt to determine how the superseded data were derived.
 KA1201
 KA1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ948441(NAD 83)
 KA1201_MARKER: DB = BENCH MARK DISK
 KA1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1201_STAMPING: B 83 1946
 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 = OCTOBER  6, 2006
 KA0484 ***********************************************************************
 KA0484  DESIGNATION -  B 84
 KA0484  PID         -  KA0484
 KA0484  STATE/COUNTY-  IN/OWEN
 KA0484  USGS QUAD   -  CATARACT (1986)
 KA0484
 KA0484                         *CURRENT SURVEY CONTROL
 KA0484  ___________________________________________________________________
 KA0484* NAD 83(1986)-  39 24 48.     (N)    086 48 17.     (W)     SCALED    
 KA0484* NAVD 88     -       247.028  (meters)     810.46   (feet)  ADJUSTED  
 KA0484  ___________________________________________________________________
 KA0484  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KA0484  DYNAMIC HT  -         246.885 (meters)     809.99  (feet)  COMP
 KA0484  MODELED GRAV-     980,039.5   (mgal)                       NAVD 88
 KA0484
 KA0484  VERT ORDER  -  SECOND    CLASS 0
 KA0484
 KA0484.The horizontal coordinates were scaled from a topographic map and have
 KA0484.an estimated accuracy of +/- 6 seconds.
 KA0484
 KA0484.The orthometric height was determined by differential leveling
 KA0484.and adjusted by the National Geodetic Survey in June 1991..
 KA0484
 KA0484.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0484.See file dsdata.txt to determine how the superseded data were derived.
 KA0484
 KA0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ168626(NAD 83)
 KA0484_MARKER: DB = BENCH MARK DISK
 KA0484_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0484_SP_SET: CULVERT
 KA0484_STAMPING: B 84 1946
 KA0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0461 ***********************************************************************
 KA0461  DESIGNATION -  B 85
 KA0461  PID         -  KA0461
 KA0461  STATE/COUNTY-  IN/OWEN
 KA0461  USGS QUAD   -  ARNEY (1980)
 KA0461
 KA0461                         *CURRENT SURVEY CONTROL
 KA0461  ___________________________________________________________________
 KA0461* NAD 83(1986)-  39 13 06.     (N)    086 55 44.     (W)     SCALED    
 KA0461* NAVD 88     -       213.319  (meters)     699.86   (feet)  ADJUSTED  
 KA0461  ___________________________________________________________________
 KA0461  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KA0461  DYNAMIC HT  -         213.193 (meters)     699.45  (feet)  COMP
 KA0461  MODELED GRAV-     980,032.9   (mgal)                       NAVD 88
 KA0461
 KA0461  VERT ORDER  -  SECOND    CLASS 0
 KA0461
 KA0461.The horizontal coordinates were scaled from a topographic map and have
 KA0461.an estimated accuracy of +/- 6 seconds.
 KA0461
 KA0461.The orthometric height was determined by differential leveling
 KA0461.and adjusted by the National Geodetic Survey in June 1991..
 KA0461
 KA0461.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0461.See file dsdata.txt to determine how the superseded data were derived.
 KA0461
 KA0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ061410(NAD 83)
 KA0461_MARKER: DB = BENCH MARK DISK
 KA0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0461_STAMPING: B 85 1946
 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 = OCTOBER  6, 2006
 KA0786 ***********************************************************************
 KA0786  DESIGNATION -  B 86
 KA0786  PID         -  KA0786
 KA0786  STATE/COUNTY-  IN/HENDRICKS
 KA0786  USGS QUAD   -  DANVILLE (1970)
 KA0786
 KA0786                         *CURRENT SURVEY CONTROL
 KA0786  ___________________________________________________________________
 KA0786* NAD 83(1986)-  39 50 55.     (N)    086 32 34.     (W)     SCALED    
 KA0786* NAVD 88     -       289.732  (meters)     950.56   (feet)  ADJUSTED  
 KA0786  ___________________________________________________________________
 KA0786  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KA0786  DYNAMIC HT  -         289.573 (meters)     950.04  (feet)  COMP
 KA0786  MODELED GRAV-     980,070.5   (mgal)                       NAVD 88
 KA0786
 KA0786  VERT ORDER  -  SECOND    CLASS 0
 KA0786
 KA0786.The horizontal coordinates were scaled from a topographic map and have
 KA0786.an estimated accuracy of +/- 6 seconds.
 KA0786
 KA0786.The orthometric height was determined by differential leveling
 KA0786.and adjusted by the National Geodetic Survey in June 1991..
 KA0786
 KA0786.The geoid height was determined by GEOID03.
 KA0786
 KA0786.The dynamic height is computed by dividing the NAVD 88
 KA0786.geopotential number by the normal gravity value computed on the
 KA0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0786.degrees latitude (g = 980.6199 gals.).
 KA0786
 KA0786.The modeled gravity was interpolated from observed gravity values.
 KA0786
 KA0786;                    North         East    Units  Estimated Accuracy
 KA0786;SPC IN W     -   510,850.      946,260.      MT  (+/- 180 meters Scaled)
 KA0786
 KA0786                          SUPERSEDED SURVEY CONTROL
 KA0786
 KA0786  NGVD 29 (??/??/92)  289.836  (m)          950.90   (f) ADJ UNCH    2 0
 KA0786
 KA0786.Superseded values are not recommended for survey control.
 KA0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0786.See file dsdata.txt to determine how the superseded data were derived.
 KA0786
 KA0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK391110(NAD 83)
 KA0786_MARKER: DB = BENCH MARK DISK
 KA0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0786_STAMPING: B 86 1946
 KA0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0786+STABILITY: SURFACE MOTION
 KA0786
 KA0786  HISTORY     - Date     Condition        Report By
 KA0786  HISTORY     - 1946     MONUMENTED       CGS
 KA0786  HISTORY     - 1970     POOR             USGS
 KA0786
 KA0786                          STATION DESCRIPTION
 KA0786
 KA0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0786'2.6 MI S FROM LIZTON.
 KA0786'ABOUT 2.6 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 KA0786'AT LIZTON, ABOUT 0.3 MILE SOUTH OF AN EAST-WEST GRAVEL ROAD
 KA0786'INTERSECTION, 110 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM THE
 KA0786'NORTHEAST CORNER OF AN UNPAINTED FARM HOUSE ON THE WEST SIDE OF THE
 KA0786'HIGHWAY, 38 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 76 FEET
 KA0786'SOUTHEAST OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A 1-FOOT
 KA0786'CORRUGATED STEEL PIPE CULVERT UNDER A FIELD ROAD LEADING EAST,
 KA0786'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT WEST OF THE
 KA0786'EAST HIGHWAY RIGHT-OF-WAY FENCE, AND ABOUT LEVEL WITH THE HIGHWAY.
 KA0786'A STANDARD DISK, STAMPED B 86 1946 AND SET IN THE TOP OF A CONCRETE
 KA0786'POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- 1/2 OF DISK HAS BEEN
 KA0786'BROKEN OFF.
 KA0786
 KA0786                          STATION RECOVERY (1970)
 KA0786
 KA0786'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 KA0786'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0841 ***********************************************************************
 LB0841  DESIGNATION -  B 87
 LB0841  PID         -  LB0841
 LB0841  STATE/COUNTY-  IN/TIPPECANOE
 LB0841  USGS QUAD   -  MULBERRY (1980)
 LB0841
 LB0841                         *CURRENT SURVEY CONTROL
 LB0841  ___________________________________________________________________
 LB0841* NAD 83(1986)-  40 17 32.     (N)    086 43 59.     (W)     SCALED    
 LB0841* NAVD 88     -       239.774  (meters)     786.66   (feet)  ADJUSTED  
 LB0841  ___________________________________________________________________
 LB0841  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 LB0841  DYNAMIC HT  -         239.651 (meters)     786.25  (feet)  COMP
 LB0841  MODELED GRAV-     980,104.4   (mgal)                       NAVD 88
 LB0841
 LB0841  VERT ORDER  -  SECOND    CLASS 0
 LB0841
 LB0841.The horizontal coordinates were scaled from a topographic map and have
 LB0841.an estimated accuracy of +/- 6 seconds.
 LB0841
 LB0841.The orthometric height was determined by differential leveling
 LB0841.and adjusted by the National Geodetic Survey in June 1991..
 LB0841
 LB0841.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0841.See file dsdata.txt to determine how the superseded data were derived.
 LB0841
 LB0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK226602(NAD 83)
 LB0841_MARKER: DB = BENCH MARK DISK
 LB0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0841_STAMPING: B 87 1946
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 LB0816 ***********************************************************************
 LB0816  DESIGNATION -  B 88
 LB0816  PID         -  LB0816
 LB0816  STATE/COUNTY-  IN/MONTGOMERY
 LB0816  USGS QUAD   -  LINDEN (1986)
 LB0816
 LB0816                         *CURRENT SURVEY CONTROL
 LB0816  ___________________________________________________________________
 LB0816* NAD 83(1986)-  40 08 06.     (N)    086 59 11.     (W)     SCALED    
 LB0816* NAVD 88     -       255.900  (meters)     839.57   (feet)  ADJUSTED  
 LB0816  ___________________________________________________________________
 LB0816  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 LB0816  DYNAMIC HT  -         255.765 (meters)     839.12  (feet)  COMP
 LB0816  MODELED GRAV-     980,091.9   (mgal)                       NAVD 88
 LB0816
 LB0816  VERT ORDER  -  SECOND    CLASS 0
 LB0816
 LB0816.The horizontal coordinates were scaled from a topographic map and have
 LB0816.an estimated accuracy of +/- 6 seconds.
 LB0816
 LB0816.The orthometric height was determined by differential leveling
 LB0816.and adjusted by the National Geodetic Survey in June 1991..
 LB0816
 LB0816.The geoid height was determined by GEOID03.
 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     -   542,510.      908,260.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0816.See file dsdata.txt to determine how the superseded data were derived.
 LB0816
 LB0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK011427(NAD 83)
 LB0816_MARKER: DB = BENCH MARK DISK
 LB0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0816_STAMPING: B 88 1946
 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 = OCTOBER  6, 2006
 LB1678 ***********************************************************************
 LB1678  DESIGNATION -  B 89
 LB1678  PID         -  LB1678
 LB1678  STATE/COUNTY-  IN/TIPPECANOE
 LB1678  USGS QUAD   -  WESTPOINT (1962)
 LB1678
 LB1678                         *CURRENT SURVEY CONTROL
 LB1678  ___________________________________________________________________
 LB1678* NAD 83(1986)-  40 17 17.     (N)    087 04 20.     (W)     SCALED    
 LB1678* NAVD 88     -       222.559  (meters)     730.18   (feet)  ADJUSTED  
 LB1678  ___________________________________________________________________
 LB1678  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 LB1678  DYNAMIC HT  -         222.448 (meters)     729.81  (feet)  COMP
 LB1678  MODELED GRAV-     980,123.7   (mgal)                       NAVD 88
 LB1678
 LB1678  VERT ORDER  -  SECOND    CLASS 0
 LB1678
 LB1678.The horizontal coordinates were scaled from a topographic map and have
 LB1678.an estimated accuracy of +/- 6 seconds.
 LB1678
 LB1678.The orthometric height was determined by differential leveling
 LB1678.and adjusted by the National Geodetic Survey in June 1991..
 LB1678
 LB1678.The geoid height was determined by GEOID03.
 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     -   559,500.      900,950.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1678.See file dsdata.txt to determine how the superseded data were derived.
 LB1678
 LB1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK938597(NAD 83)
 LB1678_MARKER: DB = BENCH MARK DISK
 LB1678_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1678_SP_SET: CULVERT
 LB1678_STAMPING: B 89 1946
 LB1678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0083 ***********************************************************************
 LB0083  DESIGNATION -  B 91
 LB0083  PID         -  LB0083
 LB0083  STATE/COUNTY-  IN/CASS
 LB0083  USGS QUAD   -  GALVESTON (1994)
 LB0083
 LB0083                         *CURRENT SURVEY CONTROL
 LB0083  ___________________________________________________________________
 LB0083* NAD 83(1986)-  40 34 38.     (N)    086 11 08.     (W)     SCALED    
 LB0083* NAVD 88     -       247.958  (meters)     813.51   (feet)  ADJUSTED  
 LB0083  ___________________________________________________________________
 LB0083  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LB0083  DYNAMIC HT  -         247.833 (meters)     813.10  (feet)  COMP
 LB0083  MODELED GRAV-     980,115.6   (mgal)                       NAVD 88
 LB0083
 LB0083  VERT ORDER  -  SECOND    CLASS 0
 LB0083
 LB0083.The horizontal coordinates were scaled from a topographic map and have
 LB0083.an estimated accuracy of +/- 6 seconds.
 LB0083
 LB0083.The orthometric height was determined by differential leveling
 LB0083.and adjusted by the National Geodetic Survey in June 1991..
 LB0083
 LB0083.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0083.See file dsdata.txt to determine how the superseded data were derived.
 LB0083
 LB0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK689921(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0083
 LB0083  HISTORY     - Date     Condition        Report By
 LB0083  HISTORY     - 1938     MONUMENTED       CGS
 LB0083  HISTORY     - 1946     GOOD             NGS
 LB0083
 LB0083                          STATION DESCRIPTION
 LB0083
 LB0083'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1855 ***********************************************************************
 JZ1855  DESIGNATION -  B 93
 JZ1855  PID         -  JZ1855
 JZ1855  STATE/COUNTY-  IN/JENNINGS
 JZ1855  USGS QUAD   -  HOLTON (1993)
 JZ1855
 JZ1855                         *CURRENT SURVEY CONTROL
 JZ1855  ___________________________________________________________________
 JZ1855* NAD 83(1986)-  39 03 31.     (N)    085 28 00.     (W)     SCALED    
 JZ1855* NAVD 88     -       257.303  (meters)     844.17   (feet)  POSTED    
 JZ1855  ___________________________________________________________________
 JZ1855  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ1855  DYNAMIC HT  -         257.140 (meters)     843.63  (feet)  COMP
 JZ1855  MODELED GRAV-     979,974.6   (mgal)                       NAVD 88
 JZ1855
 JZ1855  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JZ1855
 JZ1855.The horizontal coordinates were scaled from a topographic map and have
 JZ1855.an estimated accuracy of +/- 6 seconds.
 JZ1855
 JZ1855.The orthometric height was determined by differential leveling
 JZ1855.and adjusted by the National Geodetic Survey in 1992..
 JZ1855.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JZ1855.rate of 0.0 thru 1.0 mm/km.
 JZ1855
 JZ1855.The geoid height was determined by GEOID03.
 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     -   423,020.      117,310.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1855.See file dsdata.txt to determine how the superseded data were derived.
 JZ1855
 JZ1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ326243(NAD 83)
 JZ1855_MARKER: DB = BENCH MARK DISK
 JZ1855_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1855_SP_SET: CULVERT
 JZ1855_STAMPING: B 93 1938
 JZ1855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0777 ***********************************************************************
 LB0777  DESIGNATION -  B 94
 LB0777  PID         -  LB0777
 LB0777  STATE/COUNTY-  IN/TIPPECANOE
 LB0777  USGS QUAD   -  ROMNEY (1980)
 LB0777
 LB0777                         *CURRENT SURVEY CONTROL
 LB0777  ___________________________________________________________________
 LB0777* NAD 83(1986)-  40 21 55.     (N)    086 57 42.     (W)     SCALED    
 LB0777* NAVD 88     -       186.960  (meters)     613.38   (feet)  ADJUSTED  
 LB0777  ___________________________________________________________________
 LB0777  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 LB0777  DYNAMIC HT  -         186.869 (meters)     613.09  (feet)  COMP
 LB0777  MODELED GRAV-     980,132.9   (mgal)                       NAVD 88
 LB0777
 LB0777  VERT ORDER  -  SECOND    CLASS 0
 LB0777
 LB0777.The horizontal coordinates were scaled from a topographic map and have
 LB0777.an estimated accuracy of +/- 6 seconds.
 LB0777
 LB0777.The orthometric height was determined by differential leveling
 LB0777.and adjusted by the National Geodetic Survey in June 1991..
 LB0777
 LB0777.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0777.See file dsdata.txt to determine how the superseded data were derived.
 LB0777
 LB0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK032683(NAD 83)
 LB0777_MARKER: DB = BENCH MARK DISK
 LB0777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0777_SP_SET: PIPE CULVERT HEADWALL
 LB0777_STAMPING: B 94 1946
 LB0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0777
 LB0777  HISTORY     - Date     Condition        Report By
 LB0777  HISTORY     - 1946     MONUMENTED       CGS
 LB0777  HISTORY     - 1966     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1966
 LB0777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1909 ***********************************************************************
 JZ1909  DESIGNATION -  B 94
 JZ1909  PID         -  JZ1909
 JZ1909  STATE/COUNTY-  IN/DEARBORN
 JZ1909  USGS QUAD   -  DILLSBORO (1992)
 JZ1909
 JZ1909                         *CURRENT SURVEY CONTROL
 JZ1909  ___________________________________________________________________
 JZ1909* NAD 83(1986)-  39 06 37.     (N)    085 06 01.     (W)     SCALED    
 JZ1909* NAVD 88     -       285.858  (meters)     937.85   (feet)  POSTED    
 JZ1909  ___________________________________________________________________
 JZ1909  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ1909  DYNAMIC HT  -         285.670 (meters)     937.24  (feet)  COMP
 JZ1909  MODELED GRAV-     979,977.6   (mgal)                       NAVD 88
 JZ1909
 JZ1909  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JZ1909
 JZ1909.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JZ1909.rate of 0.0 thru 1.0 mm/km.
 JZ1909
 JZ1909.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1909.See file dsdata.txt to determine how the superseded data were derived.
 JZ1909
 JZ1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ642307(NAD 83)
 JZ1909_MARKER: DB = BENCH MARK DISK
 JZ1909_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1909_SP_SET: ABUTMENT
 JZ1909_STAMPING: B 94 1938
 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 = OCTOBER  6, 2006
 LB1714 ***********************************************************************
 LB1714  DESIGNATION -  B 95
 LB1714  PID         -  LB1714
 LB1714  STATE/COUNTY-  IN/WARREN
 LB1714  USGS QUAD   -  OTTERBEIN (1986)
 LB1714
 LB1714                         *CURRENT SURVEY CONTROL
 LB1714  ___________________________________________________________________
 LB1714* NAD 83(1986)-  40 25 52.     (N)    087 06 44.     (W)     SCALED    
 LB1714* NAVD 88     -       202.687  (meters)     664.98   (feet)  ADJUSTED  
 LB1714  ___________________________________________________________________
 LB1714  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 LB1714  DYNAMIC HT  -         202.588 (meters)     664.66  (feet)  COMP
 LB1714  MODELED GRAV-     980,129.4   (mgal)                       NAVD 88
 LB1714
 LB1714  VERT ORDER  -  SECOND    CLASS 0
 LB1714
 LB1714.The horizontal coordinates were scaled from a topographic map and have
 LB1714.an estimated accuracy of +/- 6 seconds.
 LB1714
 LB1714.The orthometric height was determined by differential leveling
 LB1714.and adjusted by the National Geodetic Survey in June 1991..
 LB1714
 LB1714.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1714.See file dsdata.txt to determine how the superseded data were derived.
 LB1714
 LB1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK904756(NAD 83)
 LB1714_MARKER: DB = BENCH MARK DISK
 LB1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1714_STAMPING: B 95 1946
 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 = OCTOBER  6, 2006
 LB1687 ***********************************************************************
 LB1687  DESIGNATION -  B 96
 LB1687  PID         -  LB1687
 LB1687  STATE/COUNTY-  IN/MONTGOMERY
 LB1687  USGS QUAD   -  WINGATE (1962)
 LB1687
 LB1687                         *CURRENT SURVEY CONTROL
 LB1687  ___________________________________________________________________
 LB1687* NAD 83(1986)-  40 10 33.     (N)    087 04 22.     (W)     SCALED    
 LB1687* NAVD 88     -       234.465  (meters)     769.24   (feet)  ADJUSTED  
 LB1687  ___________________________________________________________________
 LB1687  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 LB1687  DYNAMIC HT  -         234.343 (meters)     768.84  (feet)  COMP
 LB1687  MODELED GRAV-     980,101.0   (mgal)                       NAVD 88
 LB1687
 LB1687  VERT ORDER  -  SECOND    CLASS 0
 LB1687
 LB1687.The horizontal coordinates were scaled from a topographic map and have
 LB1687.an estimated accuracy of +/- 6 seconds.
 LB1687
 LB1687.The orthometric height was determined by differential leveling
 LB1687.and adjusted by the National Geodetic Survey in June 1991..
 LB1687
 LB1687.The geoid height was determined by GEOID03.
 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     -   547,040.      900,900.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1687.See file dsdata.txt to determine how the superseded data were derived.
 LB1687
 LB1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK938472(NAD 83)
 LB1687_MARKER: DB = BENCH MARK DISK
 LB1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1687_STAMPING: B 96 1946
 LB1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1687+STABILITY: SURFACE MOTION
 LB1687
 LB1687  HISTORY     - Date     Condition        Report By
 LB1687  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1666 ***********************************************************************
 LB1666  DESIGNATION -  B 97
 LB1666  PID         -  LB1666
 LB1666  STATE/COUNTY-  IN/WARREN
 LB1666  USGS QUAD   -  WILLIAMSPORT (1992)
 LB1666
 LB1666                         *CURRENT SURVEY CONTROL
 LB1666  ___________________________________________________________________
 LB1666* NAD 83(1986)-  40 16 47.     (N)    087 20 34.     (W)     SCALED    
 LB1666* NAVD 88     -       213.662  (meters)     700.99   (feet)  ADJUSTED  
 LB1666  ___________________________________________________________________
 LB1666  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 LB1666  DYNAMIC HT  -         213.554 (meters)     700.64  (feet)  COMP
 LB1666  MODELED GRAV-     980,115.8   (mgal)                       NAVD 88
 LB1666
 LB1666  VERT ORDER  -  SECOND    CLASS 0
 LB1666
 LB1666.The horizontal coordinates were scaled from a topographic map and have
 LB1666.an estimated accuracy of +/- 6 seconds.
 LB1666
 LB1666.The orthometric height was determined by differential leveling
 LB1666.and adjusted by the National Geodetic Survey in June 1991..
 LB1666
 LB1666.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1666.See file dsdata.txt to determine how the superseded data were derived.
 LB1666
 LB1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK708588(NAD 83)
 LB1666_MARKER: DB = BENCH MARK DISK
 LB1666_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1666_SP_SET: CULVERT
 LB1666_STAMPING: B 97 1946
 LB1666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1473 ***********************************************************************
 LB1473  DESIGNATION -  B 98
 LB1473  PID         -  LB1473
 LB1473  STATE/COUNTY-  IN/BENTON
 LB1473  USGS QUAD   -  FOWLER (1980)
 LB1473
 LB1473                         *CURRENT SURVEY CONTROL
 LB1473  ___________________________________________________________________
 LB1473* NAD 83(1986)-  40 30 29.     (N)    087 15 18.     (W)     SCALED    
 LB1473* NAVD 88     -       223.898  (meters)     734.57   (feet)  ADJUSTED  
 LB1473  ___________________________________________________________________
 LB1473  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 LB1473  DYNAMIC HT  -         223.786 (meters)     734.20  (feet)  COMP
 LB1473  MODELED GRAV-     980,123.6   (mgal)                       NAVD 88
 LB1473
 LB1473  VERT ORDER  -  SECOND    CLASS 0
 LB1473
 LB1473.The horizontal coordinates were scaled from a topographic map and have
 LB1473.an estimated accuracy of +/- 6 seconds.
 LB1473
 LB1473.The orthometric height was determined by differential leveling
 LB1473.and adjusted by the National Geodetic Survey in June 1991..
 LB1473
 LB1473.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1473.See file dsdata.txt to determine how the superseded data were derived.
 LB1473
 LB1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK783841(NAD 83)
 LB1473_MARKER: DB = BENCH MARK DISK
 LB1473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1473_SP_SET: CULVERT
 LB1473_STAMPING: B 98 1946
 LB1473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1555 ***********************************************************************
 LB1555  DESIGNATION -  B 99
 LB1555  PID         -  LB1555
 LB1555  STATE/COUNTY-  IN/WARREN
 LB1555  USGS QUAD   -  PINE VILLAGE (1980)
 LB1555
 LB1555                         *CURRENT SURVEY CONTROL
 LB1555  ___________________________________________________________________
 LB1555* NAD 83(1986)-  40 26 10.     (N)    087 21 44.     (W)     SCALED    
 LB1555* NAVD 88     -       212.422  (meters)     696.92   (feet)  ADJUSTED  
 LB1555  ___________________________________________________________________
 LB1555  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 LB1555  DYNAMIC HT  -         212.316 (meters)     696.57  (feet)  COMP
 LB1555  MODELED GRAV-     980,123.0   (mgal)                       NAVD 88
 LB1555
 LB1555  VERT ORDER  -  SECOND    CLASS 0
 LB1555
 LB1555.The horizontal coordinates were scaled from a topographic map and have
 LB1555.an estimated accuracy of +/- 6 seconds.
 LB1555
 LB1555.The orthometric height was determined by differential leveling
 LB1555.and adjusted by the National Geodetic Survey in June 1991..
 LB1555
 LB1555.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1555.See file dsdata.txt to determine how the superseded data were derived.
 LB1555
 LB1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK692762(NAD 83)
 LB1555_MARKER: DB = BENCH MARK DISK
 LB1555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1555_SP_SET: CULVERT
 LB1555_STAMPING: B 99 1946
 LB1555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1555
 LB1555  HISTORY     - Date     Condition        Report By
 LB1555  HISTORY     - 1946     MONUMENTED       CGS
 LB1555  HISTORY     - 1970     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0380 ***********************************************************************
 JA0380  DESIGNATION -  BACON
 JA0380  PID         -  JA0380
 JA0380  STATE/COUNTY-  IN/ORANGE
 JA0380  USGS QUAD   -  VALEENE (1993)
 JA0380
 JA0380                         *CURRENT SURVEY CONTROL
 JA0380  ___________________________________________________________________
 JA0380* NAD 83(1997)-  38 23 52.94992(N)    086 26 51.80135(W)     ADJUSTED  
 JA0380* NAVD 88     -       265.284  (meters)     870.35   (feet)  ADJUSTED  
 JA0380  ___________________________________________________________________
 JA0380  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 JA0380  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JA0380  DYNAMIC HT  -         265.097 (meters)     869.74  (feet)  COMP
 JA0380  MODELED GRAV-     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
 JA0380.and adjusted by the National Geodetic Survey in June 1991..
 JA0380
 JA0380.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0380
 JA0380.The geoid height was determined by GEOID03.
 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;                    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;SPC IN E     -   349,964.131    31,772.180   MT  1.00002397   -0 29 06.5
 JA0380;SPC IN E     - 1,148,173.99    104,239.23   sFT  1.00002397   -0 29 06.5
 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     -   0.99996360  x   1.00000462  =   0.99996822
 JA0380!SPC IN E     -   0.99996360  x   1.00002397  =   0.99998757
 JA0380!UTM  16      -   0.99996360  x   0.99962864  =   0.99959225
 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
 JA0380.Superseded values are not recommended for survey control.
 JA0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0380.See file dsdata.txt to determine how the superseded data were derived.
 JA0380
 JA0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4822550124(NAD 83)
 JA0380_MARKER: DS = TRIANGULATION STATION DISK
 JA0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0380_STAMPING: BACON 1946
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 JA0378 ***********************************************************************
 JA0378  DESIGNATION -  BACON AZ MK
 JA0378  PID         -  JA0378
 JA0378  STATE/COUNTY-  IN/ORANGE
 JA0378  USGS QUAD   -  VALEENE (1993)
 JA0378
 JA0378                         *CURRENT SURVEY CONTROL
 JA0378  ___________________________________________________________________
 JA0378* NAD 83(1986)-  38 24 02.     (N)    086 26 52.     (W)     SCALED    
 JA0378* NAVD 88     -       266.392  (meters)     873.99   (feet)  ADJUSTED  
 JA0378  ___________________________________________________________________
 JA0378  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JA0378  DYNAMIC HT  -         266.204 (meters)     873.37  (feet)  COMP
 JA0378  MODELED GRAV-     979,918.3   (mgal)                       NAVD 88
 JA0378
 JA0378  VERT ORDER  -  FIRST     CLASS II
 JA0378
 JA0378.The horizontal coordinates were scaled from a topographic map and have
 JA0378.an estimated accuracy of +/- 6 seconds.
 JA0378
 JA0378.The orthometric height was determined by differential leveling
 JA0378.and adjusted by the National Geodetic Survey in June 1991..
 JA0378
 JA0378.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0378.See file dsdata.txt to determine how the superseded data were derived.
 JA0378
 JA0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH482504(NAD 83)
 JA0378_MARKER: DZ = AZIMUTH MARK DISK
 JA0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0378_STAMPING: BACON 1946 AZM
 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             NGS
 JA0378
 JA0378                          STATION DESCRIPTION
 JA0378
 JA0378'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0381 ***********************************************************************
 JA0381  DESIGNATION -  BACON RM 1
 JA0381  PID         -  JA0381
 JA0381  STATE/COUNTY-  IN/ORANGE
 JA0381  USGS QUAD   -  VALEENE (1993)
 JA0381
 JA0381                         *CURRENT SURVEY CONTROL
 JA0381  ___________________________________________________________________
 JA0381* NAD 83(1986)-  38 23 52.     (N)    086 26 51.     (W)     SCALED    
 JA0381* NAVD 88     -       265.391  (meters)     870.70   (feet)  ADJUSTED  
 JA0381  ___________________________________________________________________
 JA0381  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JA0381  DYNAMIC HT  -         265.204 (meters)     870.09  (feet)  COMP
 JA0381  MODELED GRAV-     979,918.2   (mgal)                       NAVD 88
 JA0381
 JA0381  VERT ORDER  -  FIRST     CLASS II
 JA0381
 JA0381.The horizontal coordinates were scaled from a topographic map and have
 JA0381.an estimated accuracy of +/- 6 seconds.
 JA0381
 JA0381.The orthometric height was determined by differential leveling
 JA0381.and adjusted by the National Geodetic Survey in June 1991..
 JA0381
 JA0381.The geoid height was determined by GEOID03.
 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     -   349,840.      955,540.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0381.See file dsdata.txt to determine how the superseded data were derived.
 JA0381
 JA0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH482500(NAD 83)
 JA0381_MARKER: DR = REFERENCE MARK DISK
 JA0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0381_STAMPING: BACON 1946 1
 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             NGS
 JA0381
 JA0381                          STATION DESCRIPTION
 JA0381
 JA0381'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0379 ***********************************************************************
 JA0379  DESIGNATION -  BACON RM 2
 JA0379  PID         -  JA0379
 JA0379  STATE/COUNTY-  IN/ORANGE
 JA0379  USGS QUAD   -  VALEENE (1993)
 JA0379
 JA0379                         *CURRENT SURVEY CONTROL
 JA0379  ___________________________________________________________________
 JA0379* NAD 83(1986)-  38 23 52.     (N)    086 26 51.     (W)     SCALED    
 JA0379* NAVD 88     -       265.017  (meters)     869.48   (feet)  ADJUSTED  
 JA0379  ___________________________________________________________________
 JA0379  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JA0379  DYNAMIC HT  -         264.831 (meters)     868.87  (feet)  COMP
 JA0379  MODELED GRAV-     979,918.2   (mgal)                       NAVD 88
 JA0379
 JA0379  VERT ORDER  -  FIRST     CLASS II
 JA0379
 JA0379.The horizontal coordinates were scaled from a topographic map and have
 JA0379.an estimated accuracy of +/- 6 seconds.
 JA0379
 JA0379.The orthometric height was determined by differential leveling
 JA0379.and adjusted by the National Geodetic Survey in June 1991..
 JA0379
 JA0379.The geoid height was determined by GEOID03.
 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     -   349,840.      955,540.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0379.See file dsdata.txt to determine how the superseded data were derived.
 JA0379
 JA0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH482500(NAD 83)
 JA0379_MARKER: DR = REFERENCE MARK DISK
 JA0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0379_STAMPING: BACON 1946 2
 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             NGS
 JA0379
 JA0379                          STATION DESCRIPTION
 JA0379
 JA0379'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1904 ***********************************************************************
 JA1904  DESIGNATION -  BADEN AZ MK
 JA1904  PID         -  JA1904
 JA1904  STATE/COUNTY-  IN/ORANGE
 JA1904  USGS QUAD   -  FRENCH LICK (1993)
 JA1904
 JA1904                         *CURRENT SURVEY CONTROL
 JA1904  ___________________________________________________________________
 JA1904* NAD 83(1997)-  38 34 08.91902(N)    086 36 51.23268(W)     ADJUSTED  
 JA1904* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 JA1904  ___________________________________________________________________
 JA1904  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 JA1904  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JA1904
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1904
 JA1904.The geoid height was determined by GEOID03.
 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     -   0.99996331  x   0.99998724  =   0.99995055
 JA1904!UTM  16      -   0.99996331  x   0.99961391  =   0.99957723
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1904.See file dsdata.txt to determine how the superseded data were derived.
 JA1904
 JA1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3360669036(NAD 83)
 JA1904_MARKER: DR = REFERENCE MARK DISK
 JA1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1904_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1910 ***********************************************************************
 JA1910  DESIGNATION -  BADEN RESET
 JA1910  PID         -  JA1910
 JA1910  STATE/COUNTY-  IN/ORANGE
 JA1910  USGS QUAD   -  HILLHAM (1993)
 JA1910
 JA1910                         *CURRENT SURVEY CONTROL
 JA1910  ___________________________________________________________________
 JA1910* NAD 83(1997)-  38 34 07.95621(N)    086 37 50.07540(W)     ADJUSTED  
 JA1910* NAVD 88     -       266.     (meters)     873.     (feet)  SCALED    
 JA1910  ___________________________________________________________________
 JA1910  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 JA1910  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 JA1910
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1910
 JA1910.The geoid height was determined by GEOID03.
 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     -   0.99996346  x   0.99998583  =   0.99994929
 JA1910!UTM  16      -   0.99996346  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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1910.See file dsdata.txt to determine how the superseded data were derived.
 JA1910
 JA1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3218269001(NAD 83)
 JA1910_MARKER: DS = TRIANGULATION STATION DISK
 JA1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1910_STAMPING: BADEN 1946 1984
 JA1910_MARK LOGO: NGS   
 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.  THE STATION IS LOCATED ABOUT 1/2 MILE SOUTHWEST
 JA1910'FROM MT ARIES AND THE OLD TOM TAGGERT MANSION, 1 MILE (1.6 KM) WEST OF
 JA1910'WEST BADEN ON A PROMINENT BALD HILL OVERLOOKING WEST BADEN AND THE
 JA1910'FRENCH LICK AREA.  TO REACH THE STATION FROM THE FRENCH LICH DEPOT,
 JA1910'WHICH IS BETWEEN FRENCH LICH AND WEST BADEN BESIDE STATE HIGHWAY 56,
 JA1910'GO NORTHEAST ON A BLACK TOP ROAD PASSING TO THE RIGHT OF THE DEPOT 0.4
 JA1910'MILE, (0.6 KM) CROSS THE RAILROAD TRACKS AND A BLACKTOP ROAD AND
 JA1910'CONTINUE UP STEEP GRADE, WESTERLY FOR 1.0 MILES (1.6 KM) TO A FORK, A
 JA1910'PRIVATE ROAD TO RIGHT.  BEAR RIGHT AND GO NORTH ON PRIVATE ROAD FOR
 JA1910'0.3 MILE (0.5 KM) TO A GATE.  TURN RIGHT PASSING THROUGH GATE CROSSING
 JA1910'FIELD FOR 0.05 MILE (0.08 KM) TO ANOTHER GATE.  PASS THROUGH THIS GATE
 JA1910'AND CONTINUE THOUGH WOODS FOR 0.3 MILES (0.5 KM) TO AND OPENING AND
 JA1910'THE STATION AS DESCRIBED.  THE STATION IS A STANDARD, NGS, DISK
 JA1910'STAMPED,---BADEN 1946 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 22.098 METERS (72.500 FT) SOUTHWEST FROM A 9 INCH
 JA1910'SWEET GUM TREE, 2.286 METERS (7.500 FT) EAST FROM THE CENTERLINE OF
 JA1910'TRACK ROAD AND 1.158 METERS (3.799 FT) WEST FROM A CARSONITE WITNESS
 JA1910'POST.  REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED,---BADEN NO
 JA1910'1 1946---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES,
 JA1910'30 CM, IN DIAMETER, PROJECTING, 4 INCHES, 12 CM ABOVE THE GROUND.  THE
 JA1910'STATION IS LOCATED 20.422 METERS (67.001 FT) SOUTH-SOUTHWEST FROM THE
 JA1910'CARSONITE WITNESS POST, AND 1.676 METERS (5.499 FT) EAST FROM THE
 JA1910'CENTERLINE OF THE TRACK ROAD. REFERENCE MARK NO 3 IS A STANDARD, NGS
 JA1910'DISK STAMPED,---BADEN 1946 NO 3 1984---, SET INTO THE TOP OF A ROUND
 JA1910'CONCRETE MONUMENT, 10 INCHES, 25 CM IN DIAMETER, FLUSH, WITH GROUND.
 JA1910'THE STATION IS LOCATED 15.240 METERS (50.000 FT) WEST-SOUTHWEST FROM
 JA1910'THE 9 INCH SWEET GUM TREE, 8.016 METERS (26.299 FT) NORTH FROM THE
 JA1910'CARSONITE WITNESS POST AND 3.353 METERS (11.001 FT) EAST FROM THE
 JA1910'CENTERLINE OF THE TRACK ROAD AND 0.2 METERS (0.7 FT) ABOVE THE
 JA1910'STATION.  REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED,---BADEN
 JA1910'1946 NO 4 1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10
 JA1910'INCHES, 25 CM IN DIAMETER, FLUSH, WITH GROUND.  THE STATION IS LOCATED
 JA1910'20.56 METERS (67.45 FT) SOUTH FROM THE 9 INCH SWEET GUM TREE, 9.936
 JA1910'METERS (32.598 FT) EAST FROM THE CENTERLINE OF THE TRACK ROAD, 6.126
 JA1910'METERS (20.098 FT) EAST FROM THE CARSONITE WITNESS POST, AND 0.3
 JA1910'METERS (1.0 FT) BELOW THE STATION.  AZIMUTH MARK NO 2 IS A STANDARD,
 JA1910'INDNR, DISK STAMPED,---FL AND LR 23 1984---, SET INTO THE TOP OF A
 JA1910'ROUND CONCRETE MONUMENT, 10 INCHES, 25 CM IN DIAMTER, FLUSH, WITH
 JA1910'GROUND.  NOTE, STATION IS LOCATED TO THE REAR OF THE KIMBALL
 JA1910'INTERNATIONAL PLANT AT FRENCH LICH, INDIANA.  THE STATION IS LOCATED
 JA1910'10.70 METERS (35.10 FT) NORTH FROM THE CENTERLINE OF A GRAVEL ROAD
 JA1910'LEADING TO PUMPHOUSE, 6.84 METERS (22.44 FT) WEST FROM THE SOUTHWEST
 JA1910'CORNER OF PUMPHOUSE, AND 11.56 METERS (37.93 FT) SOUTH FROM THE
 JA1910'CLEAN-OUT ENTRANCE TO A STORAGE TANK.  TO REACH THE AZIMUTH MARK FROM
 JA1910'THE JUNCTION OF STATE ROUTE 56 AND 145 AT THE NORTHEAST SIDE OF FRENCH
 JA1910'LICK, GO SOUTH ON HIGHWAY 145 FOR 0.95 MILES (1.53 KM) TO A CROSS ROAD
 JA1910'AND THE KIMBALL INTERNATIONAL ELECTRONICS PLANT ON LEFT.  TURN LEFT
 JA1910'AND GO EASTERLY FOR 0.1 MILE (0.2 KM) TO A STANDARD LEFT, ENTRANCE TO
 JA1910'PARKING FOR PLANT.  TURN LEFT AND GO NORTH THEN EASTERLY AGAIN FOR 0.1
 JA1910'MILES (0.2 KM) TO STORAGE TANK AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2653 ***********************************************************************
 LB2653  DESIGNATION -  BADGER
 LB2653  PID         -  LB2653
 LB2653  STATE/COUNTY-  IN/WHITE
 LB2653  USGS QUAD   -  BROOKSTON SW (1980)
 LB2653
 LB2653                         *CURRENT SURVEY CONTROL
 LB2653  ___________________________________________________________________
 LB2653* NAD 83(1997)-  40 36 18.14068(N)    086 55 35.06098(W)     ADJUSTED  
 LB2653* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 LB2653  ___________________________________________________________________
 LB2653  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 LB2653  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 LB2653
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2653
 LB2653.The geoid height was determined by GEOID03.
 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     -  CHALMERS MUNICIPAL TANK                  037 45 26.2
 LB2653:UTM  16      -  CHALMERS MUNICIPAL TANK                  037 48 41.5
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2653.See file dsdata.txt to determine how the superseded data were derived.
 LB2653
 LB2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0622694917(NAD 83)
 LB2653_MARKER: DS = TRIANGULATION STATION DISK
 LB2653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA0783 ***********************************************************************
 LA0783  DESIGNATION -  BAER
 LA0783  PID         -  LA0783
 LA0783  STATE/COUNTY-  IN/ALLEN
 LA0783  USGS QUAD   -  OSSIAN (1981)
 LA0783
 LA0783                         *CURRENT SURVEY CONTROL
 LA0783  ___________________________________________________________________
 LA0783* NAD 83(1997)-  40 59 14.42427(N)    085 11 19.62361(W)     ADJUSTED  
 LA0783* NAVD 88     -       243.30   (meters)     798.2    (feet)  RESET     
 LA0783  ___________________________________________________________________
 LA0783  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 LA0783  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LA0783
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA0783
 LA0783.The geoid height was determined by GEOID03.
 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     -   0.99996705  x   0.99998656  =   0.99995361
 LA0783!UTM  16      -   0.99996705  x   0.99988571  =   0.99985276
 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| CC7772 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
 LA0783.Superseded values are not recommended for survey control.
 LA0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0783.See file dsdata.txt to determine how the superseded data were derived.
 LA0783
 LA0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5235938931(NAD 83)
 LA0783_MARKER: DB = BENCH MARK DISK
 LA0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0783_STAMPING: BAER 1946
 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     SEE DESCRIPTION  CGS
 LA0783  HISTORY     - 1955     SEE DESCRIPTION  CGS
 LA0783  HISTORY     - 1963     GOOD             CGS
 LA0783  HISTORY     - 1969     GOOD             CGS
 LA0783  HISTORY     - 1969     GOOD             NGS
 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
 LA0783'YARDS NORTHWEST OF THE CONTROL TOWER.  IT IS 75 YARDS WEST OF THE
 LA0783'SOUTH END OF SIX STREET, 56 FEET
 LA0783'SOUTH OF THE CENTERLINE OF A PAVED ROAD, 39 FEET EAST OF THE
 LA0783'NORTHEAST CORNER OF A WHITE BUILDING, 25 FEET
 LA0783'NORTHEAST OF THE NORTH END OF A RUNWAY AND
 LA0783'65 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A WHITE BUILDING.
 LA0783'THE MARK IS FLUSH AND THE DISK IS
 LA0783'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
 LA0783'OF A WHITE BUILDING.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 LA0783'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
 LA0783'FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD AND 35 FEET WEST OF A
 LA0783'TELEPHONE POLE.  THE MARK IS A 8 X 8
 LA0783'CONCRETE POST THAT PROJECTS ABOUT 3 INCHES AND HAS A STANDARD
 LA0783'USC AND GS BRONZE DISK STAMPED H 189 1946.
 LA0783'
 LA0783'AZIMUTH MARK 0.4 MILE SOUTHEAST OF THE STATION.  IT IS 35 FEET EAST
 LA0783'OF A MACADAM ROAD, 3 FEET
 LA0783'NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF THE SOUTHWEST CORNER
 LA0783'OF A WHITE BUILDING.  THE MARK IS
 LA0783'FLUSH AND 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
 LA0783'EAST OF THE CENTERLINE OF 6TH STREET AND 55 FEET SOUTHEAST OF THE
 LA0783'INTERSECTION OF FERGUSON ROAD
 LA0783'AND SIX STREET AND 12 FEET NORTH OF A TELEPHONE POLE.  THE
 LA0783'MARK IS A 8 X 8 CONCRETE POST THAT PROJECTS
 LA0783'ABOUT 6 INCHES AND HAS A STANDARD USC AND GS BRONZE
 LA0783'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,
 LA0783'TURN RIGHT ON FERGUSON ROAD AND GO 0.3 MILE TO GATE AND A GRAVEL ROAD
 LA0783'TAKE GRAVEL ROAD AND GO 0.5 MILE TO
 LA0783'MACADAM ROAD RIGHT, TURN RIGHT AND GO 0.1 MILE TO AZIMUTH
 LA0783'MARK ON THE RIGHT AS 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
 LA0783'R.M.S WERE CHECKED.
 LA0783'FOR PRESENT DAY RECOVERY THE DESCRIPTION SHOULD READ AS FOLLOWS-
 LA0783'
 LA0783'LOCATED ABOUT 2.5 MILES SOUTHWEST OF WAYNEDALE, ALLEN COUNTY, AT BAER
 LA0783'FIELD, FORT WAYNE
 LA0783'MUNICIPAL AIRPORT, 0.1 MILE NNW OF THE CONTROL TOWER AND
 LA0783'TERMINAL BUILDING, IN A LAWN 161
 LA0783'FEET WEST OF THE CENTERLINE OF 6TH STREET,
 LA0783'59 FEET SOUTH OF THE CENTERLINE OF A STREET, 46
 LA0783'FEET ESE OF THE NORTHEAST
 LA0783'CORNER OF A WHITE, FRAME BUILDING, AND 80 FEET NORTHEAST OF THE
 LA0783'SOUTHEAST CORNER OF
 LA0783'THE BUILDING.  MARKED BY A STANDARD DISK, STAMPED BAER 1946,
 LA0783'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
 LA0783'CORNER OF THE WHITE, FRAME BUILDING.  MARKED BY A STANDARD
 LA0783'DISK, STAMPED BAER NO 1 1946, SET
 LA0783'IN THE TOP OF A CONCRETE MONUMENT PROJECTING
 LA0783'3 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
 LA0783'THE STATION, 25 FEET SOUTH OF THE CENTERLINE OF A STREET.  MARKED
 LA0783'BY A STANDARD BENCH MARK DISK,
 LA0783'STAMPED H 189 1946, SET IN THE TOP OF AN 8 X 8
 LA0783'CONCRETE POST PROJECTING 3 INCHES 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
 LA0783'CENTERLINE OF FERGUSON ROAD, 25 FEET EAST OF THE CENTERLINE
 LA0783'OF 6TH STREET, AND 7 FEET NORTH
 LA0783'OF A TRANSFORMER POLE.  MARKED BY A STANDARD
 LA0783'BENCH MARK DISK, STAMPED K 189 1946, SET IN THE TOP
 LA0783'OF AN 8 X 8 INCH CONCRETE
 LA0783'POST PROJECTING 6 INCHES ABOVE GROUND.
 LA0783'
 LA0783'AZIMUTH MARK IS LOCATED 0.4 MILE SOUTHEAST OF THE STATION, AT THE
 LA0783'EAST SIDE OF THE
 LA0783'AIRPORT, IN THE AREA OCCUPIED BY THE INDIANA STATE NATIONAL
 LA0783'GUARD, AT THE SOUTHWEST CORNER OF A
 LA0783'FRAME WAREHOUSE (NO. 756), 113 FEET EAST
 LA0783'OF EDGE OF CONCRETE PARKING APRON FOR PLANES, AND 103
 LA0783'FEET NORTH OF THE
 LA0783'NORTHWEST CORNER OF THE YELLOW BRICK, MOTOR POOL BUILDING.  MARKED BY
 LA0783'A STANDARD DISK,
 LA0783'STAMPED BAER 1946, SET IN THE TOP OF A CONCRETE MONUMENT
 LA0783'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
 LA0783'NNW OF THE CONTROL TOWER OF BAER FIELD, THE MUNICIPAL AIRPORT, 161
 LA0783'FEET W OF CENTER LINE OF SIXTH STREET, 59.5 FEET S OF CENTER LINE
 LA0783'OF 20-FOOT ASPHALT A STREET, 46.3 FEET ESE OF NE CORNER OF A FRAME
 LA0783'BUILDING, 80.5 FEET NE OF SE CORNER OF SAME, STANDARD DISKS
 LA0783'STAMPED BAER 1946 ARE SET IN MARKS WITH THE UPPER MARK SLIGHTLY
 LA0783'BELOW THE PRESENT GROUND SURFACE.
 LA0783'
 LA0783'REFERENCE STAMPED BAER NO 1 1946, PROJECTS 0.3 FOOT, IS 79.55 FEET
 LA0783'OR 24.247 METERS SW OF THE STATION, AND 1.5 FEET NE OF SE CORNER OF
 LA0783'THE 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
 LA0783'25 FEET S OF CENTER LINE OF A STREET.
 LA0783'
 LA0783'BENCH MARK STD. DISK STAMPED K 189 1946, PROJECTS 0.3 FOOT, IN
 LA0783'SQUARE CONCRETE POST, IS ABOUT 0.15 MILE NNE OF THE STATION, 57 FEET
 LA0783'S OF CENTER LINE OF FERGUSON ROAD, 25 FEET E OF CENTER LINE OF
 LA0783'SIXTH ST., AND 7 FEET N OF TRANSFORMER POWER POLE.
 LA0783'
 LA0783'AZIMUTH MARK STAMPED BAER 1946, PROJECTS 0.1 FOOT, IS ABOUT 0.7
 LA0783'MILE SE OF THE STATION, 1.7 FEET WNW OF SW CORNER OF APPROX.
 LA0783'100- BY 200-FOOT CONCRETE FLOOR OF OLD REMOVED WAREHOUSE, 113-1/2
 LA0783'FEET E OF E EDGE OF CONCRETE PLANE-PARKING APRON, 103.3 FEET N OF
 LA0783'NW CORNER OF YELLOW BRICK MOTOR-POOL BUILDING, 42 FEET N OF
 LA0783'CENTER LINE OF ONE 20-FOOT CONCRETE DIRVEWAY, AND 28 FEET E OF
 LA0783'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
 LA0783'BY A NEW ADDITION TO THE TERMINAL BUILDING.  REFERENCE MARK 1 WAS
 LA0783'NOT FOUND AND IT ASSUMED EITHER DESTROYED OR PAVED OVER SINCE THE
 LA0783'STATION IS NOW IN A PAVED PARKING LOT.  THE STATION MARK IS
 LA0783'SURROUNDED BY PAVEMENT.  THE DISTANCE TO H189 CHECKED BUT THE
 LA0783'DIRECTION FAILED TO CHECK.  A REFERENCE MARK 2 WAS SET.  THE
 LA0783'AZIMUTH MARK WAS LEFT INTACT AND THE 1955 RECOVERY NOTE DESCRIPTION
 LA0783'TO IT IS GOOD.
 LA0783'
 LA0783'THE STATION MARK IS 161 FEET WEST OF THE EXTENDED CENTERLINE OF
 LA0783'SIXTH STREET, 60 FEET SOUTH OF THE CENTERLINE OF A STREET, 35 FEET
 LA0783'SOUTH OF THE NORTH EDGE OF PARKING LOT AND GUARDRAIL, 125 FEET EAST
 LA0783'OF THE CENTERLINE OF WEST DRIVEWAY TO TERMINAL BUILDING, 115 FEET
 LA0783'SOUTHEAST OF THE NORTHWEST CORNER OF THE LOT, 82 FEET NORTH OF
 LA0783'PARKING LOT LIGHT POLE AND 113 FEET EAST OF THE WEST EDGE OF THE
 LA0783'LOT.  THE MONUMENT PROJECTS 1 INCH, AND THE DISK IS STAMPED
 LA0783'BAER 1946.
 LA0783'
 LA0783'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BAER 1946 NO 2 1969 SET
 LA0783'IN 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
 LA0783'SOUTH OF THE CENTERLINE OF THE STREET, 108 FEET SOUTH OF THE NORTH
 LA0783'EDGE OF THE LOT AND GUARD RAIL AND 87 FEET EAST OF THE CENTERLINE
 LA0783'OF THE WEST DRIVE.
 LA0783'
 LA0783'H 189 IS A STANDARD BENCH MARK DISK SET IN THE TOP OF
 LA0783'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES, 24 FEET SOUTH OF THE
 LA0783'CENTERLINE OF A STREET, 134 FEET WEST OF THE CENTERLINE OF SIXTH
 LA0783'ST., 1 FOOT NORTH OF THE NORTH EDGE OF THE PARKING LOT AND 35 FEET
 LA0783'EAST OF A 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
 LA0783'A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES, 57 FEET SOUTH
 LA0783'OF THE CENTERLINE OF FERGUSON ROAD, 25 FEET EAST OF THE CENTERLINE
 LA0783'OF SIXTH ST., AND 7 FEET NORTH OF A POWER POLE.  THE DISK IS STAMPED
 LA0783'K 189 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 NATIONAL 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
 LA0783'MARK WAS NOT RECOVERED, THE BUILDING MENTIONED IN THE DESCRIPTION
 LA0783'HAS BEEN TORN DOWN AND A LARGER BUILDING IS BEING BUILT IN ITS
 LA0783'PLACE.  NO ATTEMPT WAS MADE AT THIS TIME TO RECOVER THE MARK
 LA0783'BECAUSE OF BUILDING 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 = OCTOBER  6, 2006
 LA2002 ***********************************************************************
 LA2002  DESIGNATION -  BAER FIELD AIRWAY BEACON
 LA2002  PID         -  LA2002
 LA2002  STATE/COUNTY-  IN/ALLEN
 LA2002  USGS QUAD   -  OSSIAN (1981)
 LA2002
 LA2002                         *CURRENT SURVEY CONTROL
 LA2002  ___________________________________________________________________
 LA2002* NAD 83(1997)-  40 59 28.01357(N)    085 11 33.06804(W)     ADJUSTED  
 LA2002* NAVD 88     -                                                        
 LA2002  ___________________________________________________________________
 LA2002  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 LA2002  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 LA2002
 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
 LA2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2002
 LA2002.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2002
 LA2002  NAD 83(1995)-  40 59 28.01422(N)    085 11 33.07319(W) AD(       ) 4
 LA2002  NAD 83(1986)-  40 59 28.01553(N)    085 11 33.08205(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2002.See file dsdata.txt to determine how the superseded data were derived.
 LA2002
 LA2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5203639344(NAD 83)
 LA2002
 LA2002  HISTORY     - Date     Condition        Report By
 LA2002  HISTORY     - 1946     MONUMENTED       CGS
 LA2002  HISTORY     - 1955     SEE DESCRIPTION  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 = OCTOBER  6, 2006
 LA0784 ***********************************************************************
 LA0784  DESIGNATION -  BAER RM 2 1969
 LA0784  PID         -  LA0784
 LA0784  STATE/COUNTY-  IN/ALLEN
 LA0784  USGS QUAD   -  OSSIAN (1981)
 LA0784
 LA0784                         *CURRENT SURVEY CONTROL
 LA0784  ___________________________________________________________________
 LA0784* NAD 83(1986)-  40 59 14.     (N)    085 11 19.     (W)     SCALED    
 LA0784* NAVD 88     -       244.16   (meters)     801.0    (feet)  RESET     
 LA0784  ___________________________________________________________________
 LA0784  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LA0784
 LA0784  VERT ORDER  -  THIRD
 LA0784
 LA0784.This mark is at Fort Wayne Int'l Airport (FWA)
 LA0784
 LA0784.The horizontal coordinates were scaled from a topographic map and have
 LA0784.an estimated accuracy of +/- 6 seconds.
 LA0784
 LA0784.The orthometric height was computed from unverified reset data.
 LA0784
 LA0784.The geoid height was determined by GEOID03.
 LA0784
 LA0784;                    North         East    Units  Estimated Accuracy
 LA0784;SPC IN E     -   637,250.      140,230.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0784.See file dsdata.txt to determine how the superseded data were derived.
 LA0784
 LA0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL523389(NAD 83)
 LA0784_MARKER: DR = REFERENCE MARK DISK
 LA0784_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0784_SP_SET: LIGHT POLE BASE
 LA0784_STAMPING: BAER 1946 NO 2 1969
 LA0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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 = OCTOBER  6, 2006
 AJ8289 ***********************************************************************
 AJ8289  SACS        -  This is a Secondary Airport Control Station.
 AJ8289  DESIGNATION -  BAK A
 AJ8289  PID         -  AJ8289
 AJ8289  STATE/COUNTY-  IN/BARTHOLOMEW
 AJ8289  USGS QUAD   -  EDINBURGH (1993)
 AJ8289
 AJ8289                         *CURRENT SURVEY CONTROL
 AJ8289  ___________________________________________________________________
 AJ8289* NAD 83(1997)-  39 16 12.24926(N)    085 53 13.22778(W)     ADJUSTED  
 AJ8289* NAVD 88     -       198.86   (meters)     652.4    (feet)  GPS OBS   
 AJ8289  ___________________________________________________________________
 AJ8289  X           -     354,639.709 (meters)                     COMP
 AJ8289  Y           -  -4,931,797.203 (meters)                     COMP
 AJ8289  Z           -   4,015,677.761 (meters)                     COMP
 AJ8289  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 AJ8289  ELLIP HEIGHT-         165.04  (meters)          (11/27/02) GPS OBS
 AJ8289  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 AJ8289
 AJ8289  HORZ ORDER  -  FIRST
 AJ8289  ELLP ORDER  -  FOURTH    CLASS I
 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 November 2002..
 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 NAVD 88 network.
 AJ8289
 AJ8289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8289
 AJ8289.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8289
 AJ8289.The ellipsoidal height was determined by GPS observations
 AJ8289.and is referenced to NAD 83.
 AJ8289
 AJ8289.The geoid height was determined by GEOID03.
 AJ8289
 AJ8289;                    North         East     Units Scale Factor Converg.
 AJ8289;SPC IN E     -   446,500.998    80,986.045   MT  0.99997112   -0 08 22.1
 AJ8289;SPC IN E     - 1,464,895.36    265,701.72   sFT  0.99997112   -0 08 22.1
 AJ8289;UTM  16      - 4,347,337.453   596,009.718   MT  0.99971350   +0 42 16.4
 AJ8289
 AJ8289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8289!SPC IN E     -   0.99997411  x   0.99997112  =   0.99994523
 AJ8289!UTM  16      -   0.99997411  x   0.99971350  =   0.99968761
 AJ8289
 AJ8289                          SUPERSEDED SURVEY CONTROL
 AJ8289
 AJ8289  NAD 83(1997)-  39 16 12.24925(N)    085 53 13.22787(W) AD(       ) 1
 AJ8289
 AJ8289.Superseded values are not recommended for survey control.
 AJ8289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8289.See file dsdata.txt to determine how the superseded data were derived.
 AJ8289
 AJ8289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9601047337(NAD 83)
 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: FLUSH
 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 - May 21, 2002
 AJ8289
 AJ8289  HISTORY     - Date     Condition        Report By
 AJ8289  HISTORY     - 2001     MONUMENTED       WOOLPT
 AJ8289  HISTORY     - 20020521 GOOD             NGS
 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' 
 AJ8289' 
 AJ8289' 
 AJ8289' 
 AJ8289'
 AJ8289
 AJ8289                          STATION RECOVERY (2002)
 AJ8289
 AJ8289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AJ8289'RECOVERED AS DESCRIBED.
 AJ8289'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8290 ***********************************************************************
 AJ8290  SACS        -  This is a Secondary Airport Control Station.
 AJ8290  DESIGNATION -  BAK B
 AJ8290  PID         -  AJ8290
 AJ8290  STATE/COUNTY-  IN/BARTHOLOMEW
 AJ8290  USGS QUAD   -  EDINBURGH (1993)
 AJ8290
 AJ8290                         *CURRENT SURVEY CONTROL
 AJ8290  ___________________________________________________________________
 AJ8290* NAD 83(1997)-  39 15 45.70965(N)    085 54 06.78492(W)     ADJUSTED  
 AJ8290* NAVD 88     -       198.15   (meters)     650.1    (feet)  GPS OBS   
 AJ8290  ___________________________________________________________________
 AJ8290  X           -     353,396.127 (meters)                     COMP
 AJ8290  Y           -  -4,932,405.299 (meters)                     COMP
 AJ8290  Z           -   4,015,043.649 (meters)                     COMP
 AJ8290  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 AJ8290  ELLIP HEIGHT-         164.35  (meters)          (11/27/02) GPS OBS
 AJ8290  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 AJ8290
 AJ8290  HORZ ORDER  -  FIRST
 AJ8290  ELLP ORDER  -  FOURTH    CLASS I
 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 November 2002..
 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 NAVD 88 network.
 AJ8290
 AJ8290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8290
 AJ8290.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8290
 AJ8290.The ellipsoidal height was determined by GPS observations
 AJ8290.and is referenced to NAD 83.
 AJ8290
 AJ8290.The geoid height was determined by GEOID03.
 AJ8290
 AJ8290;                    North         East     Units Scale Factor Converg.
 AJ8290;SPC IN E     -   445,685.798    79,700.133   MT  0.99997174   -0 08 55.9
 AJ8290;SPC IN E     - 1,462,220.82    261,482.85   sFT  0.99997174   -0 08 55.9
 AJ8290;UTM  16      - 4,346,503.617   594,736.284   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  =   0.99968472
 AJ8290
 AJ8290                          SUPERSEDED SURVEY CONTROL
 AJ8290
 AJ8290  NAD 83(1997)-  39 15 45.70963(N)    085 54 06.78500(W) AD(       ) 1
 AJ8290
 AJ8290.Superseded values are not recommended for survey control.
 AJ8290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8290.See file dsdata.txt to determine how the superseded data were derived.
 AJ8290
 AJ8290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9473646504(NAD 83)
 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 - May 21, 2002
 AJ8290
 AJ8290  HISTORY     - Date     Condition        Report By
 AJ8290  HISTORY     - 2001     MONUMENTED       WOOLPT
 AJ8290  HISTORY     - 20020521 GOOD             NGS
 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' 
 AJ8290' 
 AJ8290'
 AJ8290
 AJ8290                          STATION RECOVERY (2002)
 AJ8290
 AJ8290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AJ8290'RECOVERED AS DESCRIBED.
 AJ8290'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8291 ***********************************************************************
 AJ8291  SACS        -  This is a Secondary Airport Control Station.
 AJ8291  DESIGNATION -  BAK C
 AJ8291  PID         -  AJ8291
 AJ8291  STATE/COUNTY-  IN/BARTHOLOMEW
 AJ8291  USGS QUAD   -  EDINBURGH (1993)
 AJ8291
 AJ8291                         *CURRENT SURVEY CONTROL
 AJ8291  ___________________________________________________________________
 AJ8291* NAD 83(1997)-  39 15 24.43505(N)    085 53 20.50813(W)     ADJUSTED  
 AJ8291* NAVD 88     -       197.84   (meters)     649.1    (feet)  GPS OBS   
 AJ8291  ___________________________________________________________________
 AJ8291  X           -     354,532.481 (meters)                     COMP
 AJ8291  Y           -  -4,932,739.772 (meters)                     COMP
 AJ8291  Z           -   4,014,535.428 (meters)                     COMP
 AJ8291  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 AJ8291  ELLIP HEIGHT-         164.02  (meters)          (11/27/02) GPS OBS
 AJ8291  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 AJ8291
 AJ8291  HORZ ORDER  -  FIRST
 AJ8291  ELLP ORDER  -  FOURTH    CLASS I
 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 November 2002..
 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 NAVD 88 network.
 AJ8291
 AJ8291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8291
 AJ8291.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8291
 AJ8291.The ellipsoidal height was determined by GPS observations
 AJ8291.and is referenced to NAD 83.
 AJ8291
 AJ8291.The geoid height was determined by GEOID03.
 AJ8291
 AJ8291;                    North         East     Units Scale Factor Converg.
 AJ8291;SPC IN E     -   445,026.927    80,807.911   MT  0.99997120   -0 08 26.6
 AJ8291;SPC IN E     - 1,460,059.18    265,117.29   sFT  0.99997120   -0 08 26.6
 AJ8291;UTM  16      - 4,345,861.299   595,853.354   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  =   0.99994547
 AJ8291!UTM  16      -   0.99997427  x   0.99971313  =   0.99968740
 AJ8291
 AJ8291                          SUPERSEDED SURVEY CONTROL
 AJ8291
 AJ8291  NAD 83(1997)-  39 15 24.43503(N)    085 53 20.50822(W) AD(       ) 1
 AJ8291
 AJ8291.Superseded values are not recommended for survey control.
 AJ8291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8291.See file dsdata.txt to determine how the superseded data were derived.
 AJ8291
 AJ8291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9585345861(NAD 83)
 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 - May 21, 2002
 AJ8291
 AJ8291  HISTORY     - Date     Condition        Report By
 AJ8291  HISTORY     - 20010501 MONUMENTED       WOOLPT
 AJ8291  HISTORY     - 20020521 GOOD             NGS
 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' 
 AJ8291' 
 AJ8291' 
 AJ8291'
 AJ8291
 AJ8291                          STATION RECOVERY (2002)
 AJ8291
 AJ8291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AJ8291'RECOVERED AS DESCRIBED.
 AJ8291'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1614 ***********************************************************************
 MD1614  DESIGNATION -  BAKER
 MD1614  PID         -  MD1614
 MD1614  STATE/COUNTY-  IN/NOBLE
 MD1614  USGS QUAD   -  EGE (1965)
 MD1614
 MD1614                         *CURRENT SURVEY CONTROL
 MD1614  ___________________________________________________________________
 MD1614* NAD 83(1997)-  41 21 48.08420(N)    085 16 11.10793(W)     ADJUSTED  
 MD1614* NAVD 88     -       311.     (meters)    1020.     (feet)  SCALED    
 MD1614  ___________________________________________________________________
 MD1614  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 MD1614  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MD1614
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1614
 MD1614.The geoid height was determined by GEOID03.
 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  =   0.99981416
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1614.See file dsdata.txt to determine how the superseded data were derived.
 MD1614
 MD1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4471780539(NAD 83)
 MD1614_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1614
 MD1614  HISTORY     - Date     Condition        Report By
 MD1614  HISTORY     - 1946     MONUMENTED       CGS
 MD1614  HISTORY     - 1963     SEE DESCRIPTION  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
 MD1614'KENDALLVILLE.  IT IS 32 FEET WEST FROM THE APPROXIMATE CENTERLINE OF
 MD1614'A GRAVEL ROAD AND 17 FEET WEST OF A
 MD1614'NORTH-SOUTH FENCE LINE.  THE MARK IS ABOUT 12 INCHES BELOW THE
 MD1614'SURFACE OF THE GROUND AND THE DISK IS
 MD1614'STAMPED BAKER 1946.
 MD1614'
 MD1614'REFERENCE MARK NO. 1 IS 120.56 FEET SOUTHWEST OF THE STATION, 103
 MD1614'FEET WEST OF A FENCE CORNER
 MD1614'AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  THE MARK PROJECTS ABOUT
 MD1614'6 INCHES AND THE DISK IS STAMPED BAKER
 MD1614'NO 1 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
 MD1614'CENTERLINE OF A GRAVEL ROAD, 15 FEET NORTH OF A FENCE CORNER AND 1
 MD1614'FOOT EAST OF A NORTH-SOUTH FENCE
 MD1614'LINE.  THE MARK IS A CONCRETE BLOCK ABOUT 12 INCHES SQUARE PROJECTING
 MD1614'ABOUT 12 INCHES AND THE DISK IS A
 MD1614'STANDARD USC AND GS BENCH MARK STAMPED H-163 1946.
 MD1614'
 MD1614'THE AZIMUTH MARK IS ABOUT 0.2 MILE NORTHWEST OF THE STATION, 20 FEET
 MD1614'NORTH OF THE APPROXIMATE
 MD1614'CENTERLINE OF A GRAVEL ROAD, 7 FEET EAST OF A CONCRETE CORNER POST, 2
 MD1614'FEET EAST OF A WHITE WITNESS POST
 MD1614'AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  THE MARK PROJECTS
 MD1614'ABOUT 2 INCHES AND THE DISK IS STAMPED BAKER
 MD1614'1946.
 MD1614'
 MD1614'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 3 IN
 MD1614'AVILLA, GO WEST ON ROUGH PAVING
 MD1614'FOR 1.6 MILES TO A CROSSROAD, TURN LEFT AND GO SOUTH FOR 0.15 MILE TO
 MD1614'A PASTURE JUST BEFORE COMING TO
 MD1614'FIRST HOUSE ON THE RIGHT.  STATION IS IN THE PASTURE NEAR
 MD1614'THE FENCE CORNER AS DESCRIBED.  TO REACH THE
 MD1614'AZIMUTH MARK FROM THE CROSSROAD, GO WEST ON
 MD1614'A GRAVEL ROAD FOR 0.15 MILE TO A LARGE WHITE CONCRETE CORNER
 MD1614'POST AND THE AZIMUTH MARK ON THE RIGHT
 MD1614'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'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1614'DESCRIBED.
 MD1614'
 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
 MD1614'MAIN CORNER IN AVILLA, THENCE 0.15 MILE S ON GRAVELED NO. 800 E
 MD1614'COUNTY ROAD TO TOP OF HILL AND
 MD1614'THE STATION ON RIGHT, 127.2 FEET N OF NE CORNER OF CONCRETE BLOCK
 MD1614'FOUNDATION OF FRAME HOUSE WHICH IS ON
 MD1614'HIGHEST POINT IN THE CLOSE VICINITY, 38 FEET W OF
 MD1614'CENTER LINE OF ROAD, 1.6 FEET HIGHER THAN SAME, STANDARD
 MD1614'DISKS ARE STAMPED BAKER 1946 IN 1A
 MD1614'AND 7A MARKS WITH THE TOP 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
 MD1614'SW IN AZIMUTH 45 DEG. 29 MIN. FROM STATION, AND 13 FEET N OF C/L OF
 MD1614'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
 MD1614'22.891 METERS SSE IN AZIMUTH 345 DEG. 43 MIN. FROM STATION, 20 FEET N
 MD1614'OF CENTER LINE OF GRAVEL DRIVEWAY, 20 FEET W OF
 MD1614'CENTER LINE OF ROAD, 0.8 FOOT HIGHER THAN SAME, AND 1.6
 MD1614'FEET S OF STEEL WITNESS POST, PROJECTS 0.4 FOOT
 MD1614'ABOVE GROUND.
 MD1614'
 MD1614'AZIMUTH MARK STAMPED BAKER 1946, NOTE 16A, PROJECTS 0.2 FOOT, IS
 MD1614'ABOUT 0.2 MILE NW IN AZIMUTH 140
 MD1614'DEG. 43 MIN. 19.0 SEC. FROM STATION, 26 FEET E OF PROJECTED PLANE OF
 MD1614'E WALL OF STUCCOED BRICK HOUSE, 19 FEET N OF
 MD1614'CENTER LINE OF ASPHALT ROAD, 1.9 FEET HIGHER THAN SAME, AND 7
 MD1614'FEET E OF SW CORNER OF L-SHAPED CONCRETE
 MD1614'ONE-TIME FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ2291 ***********************************************************************
 HZ2291  DESIGNATION -  BALD KNOB LOUISVILLE WLKY TV
 HZ2291  PID         -  HZ2291
 HZ2291  STATE/COUNTY-  IN/FLOYD
 HZ2291  USGS QUAD   -  NEW ALBANY (1992)
 HZ2291
 HZ2291                         *CURRENT SURVEY CONTROL
 HZ2291  ___________________________________________________________________
 HZ2291* NAD 83(1997)-  38 22 10.11831(N)    085 50 01.50672(W)     ADJUSTED  
 HZ2291* NAVD 88     -                                                        
 HZ2291  ___________________________________________________________________
 HZ2291  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 HZ2291  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 HZ2291
 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.No horizontal observational check was made to the station.
 HZ2291
 HZ2291
 HZ2291.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2291
 HZ2291.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2291
 HZ2291  NAD 83(1993)-  38 22 10.12011(N)    085 50 01.50651(W) AD(       ) 4
 HZ2291  NAD 83(1986)-  38 22 10.12334(N)    085 50 01.51287(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2291.See file dsdata.txt to determine how the superseded data were derived.
 HZ2291
 HZ2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0187947454(NAD 83)
 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 = OCTOBER  6, 2006
 MD1803 ***********************************************************************
 MD1803  DESIGNATION -  BANDELIER
 MD1803  PID         -  MD1803
 MD1803  STATE/COUNTY-  IN/ALLEN
 MD1803  USGS QUAD   -  MAPLES (1992)
 MD1803
 MD1803                         *CURRENT SURVEY CONTROL
 MD1803  ___________________________________________________________________
 MD1803* NAD 83(1997)-  41 03 24.30249(N)    084 58 16.68339(W)     ADJUSTED  
 MD1803* NAVD 88     -       240.     (meters)     787.     (feet)  SCALED    
 MD1803  ___________________________________________________________________
 MD1803  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 MD1803  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 MD1803
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1803
 MD1803.The geoid height was determined by GEOID03.
 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     -  ST LOUIS CATH CHURCH SPIRE               103 00 49.8
 MD1803:UTM  16      -  ST LOUIS CATH CHURCH SPIRE               102 08 16.0
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1803.See file dsdata.txt to determine how the superseded data were derived.
 MD1803
 MD1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7047547040(NAD 83)
 MD1803_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1803
 MD1803  HISTORY     - Date     Condition        Report By
 MD1803  HISTORY     - 1947     MONUMENTED       CGS
 MD1803  HISTORY     - 1960     SEE DESCRIPTION  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
 MD1803'STATE HIGHWAY 14 IN NEW HAVEN AND ON THE NORTHEAST SIDE OF U.S.
 MD1803'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
 MD1803'TELEPHONE POLE, 15 FEET SOUTH OF A GATE AND 13.5
 MD1803'FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH
 MD1803'WITH THE GROUND AND THE DISK IS
 MD1803'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
 MD1803'ROADS.  IT IS 50 FEET SOUTHWEST OF THE INTERSECTION OF HIGHWAY 30 AND
 MD1803'THE GRAVEL ROAD, 18 FEET NORTH OF A
 MD1803'POWER POLE AND 1.5 FEET EAST OF A FENCE CORNER.  THE MARK IS
 MD1803'FLUSH WITH THE GROUND AND THE DISK IS
 MD1803'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
 MD1803'HIGHWAY 30 AND ONE FOOT SOUTHEAST OF A TELEPHONE POLE.  THE MARK
 MD1803'PROJECTS ABOUT 4 INCHES AND THE
 MD1803'DISK IS 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
 MD1803'HIGHWAY 30 AND 2 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK IS
 MD1803'A 12 X 12 INCH CONCRETE POST PROJECTING
 MD1803'ABOUT 4 INCHES WITH A STANDARD USC AND GS BM DISK STAMPED J 221
 MD1803'1947.
 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
 MD1803'FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 2 FEET NORTHWEST OF A
 MD1803'POWER POLE, 4 FEET NORTHWEST OF A WHITE
 MD1803'WITNESS POST AND 125 FT SOUTH OF A WHITE HOUSE.  THE MARK
 MD1803'PROJECTS ABOUT 4 INCHES AND THE DISK IS
 MD1803'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.
 MD1803'WHICH JUNCTION IS ABOUT A MILE W OF THE HEART OF NEW HAVEN, 67-1/2
 MD1803'FEET NE OF CENTER LINE OF HWY., 0.6
 MD1803'FOOT HIGHER THAN SAME, 15 FEET SSE OF S ONE OF TWO STEEL
 MD1803'RAIL GATEPOSTS, AND 5 FEET E OF PROJECTED CENTER
 MD1803'LINE OF 18-FOOT ASPHALT FRANKE ROAD,
 MD1803'STANDARD DISKS STAMPED BANDELIER 1947, IN 1A AND 7A MARKS, THE
 MD1803'UPPER ONE FLUSH.
 MD1803'
 MD1803'REFERENCE STAMPED BANDELIER NO 1 1947, NOTE 11A, FLUSH, IS 130.60
 MD1803'FEET OR 39.807 METERS S IN
 MD1803'AZIMUTH 9 DEG 17 MIN FROM STATION, 48 FEET SW OF CENTER LINE OF HWY.,
 MD1803'AND 20 FEET W OF CENTER LINE OF FRANKE ROAD.
 MD1803'
 MD1803'REFERENCE STAMPED BANDELIER NO 2 1947, NOTE 11A, FLUSH, IS 100.97
 MD1803'FEET OR 30.776 METERS WNW IN
 MD1803'AZIMUTH 116 DEG 55 MIN FROM STATION, 50 FEET NE OF CENTER LINE OF
 MD1803'HWY., AND 96 FEET W OF PROJECTED CENTER
 MD1803'LINE OF 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
 MD1803'CENTER LINE OF HWY., 32 FEET W OF PROJECTED PLANE OF W WALL OF FRAME
 MD1803'HOUSE ON NE SIDE OF HWY., 2 FEET
 MD1803'NW 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
 MD1803'37.305 METERS SE OF STATION, 49 FEET NE OF CENTER LINE OF HWY., 88
 MD1803'FEET E OF PROJECTED CENTER LINE OF
 MD1803'FRANKE 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.
 MD1803'
 MD1803'BANDELIER 1947 (AZIM) RECOVERED GOOD.
 MD1803'
 MD1803'BANDELIER NO. 1 1947 RECOVERED GOOD.
 MD1803'
 MD1803'BANDELIER NO. 2 1947 RECOVERED GOOD.
 MD1803'
 MD1803'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
 MD1803'AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION AND AS DESCRIBED
 MD1803'IN 1960.  THE AZIMUTH MARK MAY BE IN WAY OF HIGHWAY CONSTRUCTION.
 MD1803'A NEW AZIMUTH MARK 2 WAS SET AT THIS TIME.  THE NEW TO REACH
 MD1803'FOLLOWS--AT THE EAST EDGE OF NEW HAVEN AT THE INTERSECTION OF
 MD1803'U.S.  HIGHWAY 30 AND GREEN STREET, GO EAST ON HIGHWAY 30 FOR 2.2
 MD1803'MILES TO THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE EAST
 MD1803'ON THE HIGHWAY FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT
 MD1803'AS DESCRIBED.  IT IS 68 FEET NORTH EAST OF THE
 MD1803'CENTERLINE OF THE HIGHWAY, 27 FEET SOUTHEAST OF THE
 MD1803'CENTERLINE OF A DRIVEWAY, 25 FEET NORTH OF A TELEPHONE POLE
 MD1803'AND 1-FOOT NORTH OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH
 MD1803'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
 MD1803'NORTH OF A PHONE CABLE BOX AND 1-FOOT WEST OF A METAL WITNESS
 MD1803'POST.  THE MONUMENT IS FLUSH AND THE DISK STAMPED BANDELIER NO 1
 MD1803'1947.
 MD1803'
 MD1803'REFERENCE MARK 2 IS 79 FEET WEST OF THE CENTERLINE OF THE
 MD1803'DRIVEWAY, 51 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 MD1803'1-FOOT SOUTHWEST OF A METAL WITNESS POST AND 1-FOOT SOUTHEAST
 MD1803'OF TELEPHONE POLE A51430.  THE MONUMENT IS FLUSH AND THE DISK
 MD1803'STAMPED BANDELIER NO 2 1947.
 MD1803'
 MD1803'AZIMUTH MARK IS 1.5 FEET NORTH OF A METAL WITNESS POST, 1-FOOT
 MD1803'SOUTH OF A R-O-W FENCELINE AND 1-FOOT EAST OF A FENCELINE.  THE
 MD1803'MONUMENT PROJECTS 2 INCHES AND THE DISK STAMPED BANDELIER 2 1947
 MD1803'1977.
 MD1803'
 MD1803'BENCH MARK J 221 1947 IS 87 FEET EAST OF THE PROJECTED CENTERLINE
 MD1803'OF FRANKE ROAD, 49 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY
 MD1803'AND 1-FOOT NORTHWEST OF A METAL WITNESS POST.  IT IS A USC AND GS
 MD1803'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MD1803'4 INCHES.  THE DISK IS STAMPED J 221 1947.
 MD1803'
 MD1803'AZIMUTH MARK 1947 IS 48 FEET SOUTHWEST OF THE CENTERLINE OF
 MD1803'HIGHWAY, 2-FEET SOUTHEAST OF A METAL WITNESS POST AND 2 FEET
 MD1803'NORTHWEST OF A POWER POLE.  THE MONUMENT PROJECTS 2 INCHES AND THE
 MD1803'DISK STAMPED BANDELIER 1947.
 MD1803'
 MD1803'THE DISTANCE AND DIRECTION TO J 221 1947 WAS VERIFIED.  THE
 MD1803'DISTANCE AND DIRECTION TO REFERENCE MARK 2 CHECKED.  THE DISTANCE TO
 MD1803'REFERENCE MARK 1 WAS 0.02 FOOT LONGER AND THE DIRECTION WAS GREATER
 MD1803'BY 1 MINUTE AND 02 SECONDS.
 MD1803'
 MD1803'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.2 MILES
 MD1803'EAST OF NEW HAVEN.
 MD1803'
 MD1803'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1803 ***********************************************************************
 JA1803  DESIGNATION -  BANDON
 JA1803  PID         -  JA1803
 JA1803  STATE/COUNTY-  IN/PERRY
 JA1803  USGS QUAD   -  BRANCHVILLE (1993)
 JA1803
 JA1803                         *CURRENT SURVEY CONTROL
 JA1803  ___________________________________________________________________
 JA1803* NAD 83(1997)-  38 09 55.11137(N)    086 36 13.89515(W)     ADJUSTED  
 JA1803* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 JA1803  ___________________________________________________________________
 JA1803  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 JA1803  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JA1803
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1803
 JA1803.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1803.See file dsdata.txt to determine how the superseded data were derived.
 JA1803
 JA1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3470224231(NAD 83)
 JA1803_MARKER: DS = TRIANGULATION STATION DISK
 JA1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1803
 JA1803  HISTORY     - Date     Condition        Report By
 JA1803  HISTORY     - 1946     MONUMENTED       CGS
 JA1803  HISTORY     - 1978     GOOD             NGS
 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
 JA1803'MILES NORTH OF BANDON.  IT IS 125 FEET EAST OF THE
 JA1803'APPROXIMATE CENTER OF THE
 JA1803'HIGHWAY, 111 FEET NORTHEAST OF A POWER
 JA1803'POLE, 93 FEET SOUTHEAST OF A POWER POLE AND
 JA1803'4.7 SOUTH OF A WHITE
 JA1803'WITNESS POST.  THE MARK IS ABOUT 14 INCHES BELOW THE SURFACE
 JA1803'OF THE GROUND
 JA1803'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
 JA1803'POWER POLE AND 13 FEET EAST OF AN OLD ROAD.  THE MARK
 JA1803'PROJECTS ABOUT 4 INCHES AND THE
 JA1803'DISK IS STAMPED BANDON NO 1 1946.
 JA1803'
 JA1803'REFERENCE MARK NO 2 IS 82.65 FEET SOUTHWEST OF THE STATION.  IT IS 70
 JA1803'FEET NORTHEAST OF A
 JA1803'POWER POLE AND 23 FEET EAST OF AN OLD ROAD.  THE MARK
 JA1803'PROJECTS ABOUT 4 INCHES AND THE
 JA1803'DISK IS STAMPED BRANDON NO 2 1946.
 JA1803'
 JA1803'AZIMUTH MARK IS ABOUT 0.5 MILE NORTH OF THE STATION ON THE EAST SIDE
 JA1803'OF STATE HIGHWAY 37.  IT
 JA1803'IS 26 FEET EAST OF THE APPROXIMATE CENTER OF THE
 JA1803'HIGHWAY, 3 FEET SOUTH OF A WHITE
 JA1803'WITNESS POST AND 1 FT EAST OF THE
 JA1803'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 JA1803'STAMPED BANDON 1946.
 JA1803'
 JA1803'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 62 IN
 JA1803'ST CROIX GO SOUTH ON
 JA1803'HIGHWAY 37 FOR 3.7 MILES TO A WHITE SCHOOLHOUSE ON
 JA1803'THE RIGHT, CONTINUE STRAIGHT AHEAD
 JA1803'0.3 MILE TO THE AZIMUTH MARK ON
 JA1803'THE LEFT, CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO THE
 JA1803'STATION ON THE 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.
 JA1803'BOTH THE REFERENCE MARKS WERRE SEARCHED FOR BUT NOT FOUND
 JA1803'AND ASSUMED TO HAVE BEEN DESTROYED.  REFERENCE MARKS 3 AND 4 WERE
 JA1803'SET, NEW 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
 JA1803'POST.  THE MONUMENT IS 12 INCHES UNDERGROUND AND THE DISK IS
 JA1803'STAMPED BANDON 1946.
 JA1803'
 JA1803'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 62
 JA1803'AT ST. CROIX, GO SOUTHERLY ON HIGHWAY 37 FOR 4.0 MILES TO THE
 JA1803'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHERLY ON THE HIGHWAY FOR 0.5
 JA1803'MILE TO THE AZIMUTH MARK ON THE LEFT AT THE HIGHEST POINT OF ROAD
 JA1803'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
 JA1803'THE 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
 JA1803'HIGHWAY, 3 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT WEST OF A
 JA1803'FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JA1803'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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ2047 ***********************************************************************
 HZ2047  DESIGNATION -  BANDON RESET
 HZ2047  PID         -  HZ2047
 HZ2047  STATE/COUNTY-  IN/JEFFERSON
 HZ2047  USGS QUAD   -  MADISON WEST (1993)
 HZ2047
 HZ2047                         *CURRENT SURVEY CONTROL
 HZ2047  ___________________________________________________________________
 HZ2047* NAD 83(1997)-  38 39 57.17592(N)    085 28 03.45929(W)     ADJUSTED  
 HZ2047* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 HZ2047  ___________________________________________________________________
 HZ2047  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 HZ2047  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 HZ2047
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2047
 HZ2047.The geoid height was determined by GEOID03.
 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     -   0.99996736  x   0.99997036  =   0.99993772
 HZ2047!SPC KY1Z     -   0.99996736  x   0.99999981  =   0.99996717
 HZ2047!SPC KY N     -   0.99996736  x   0.99996807  =   0.99993543
 HZ2047!UTM  16      -   0.99996736  x   0.99981887  =   0.99978623
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2047.See file dsdata.txt to determine how the superseded data were derived.
 HZ2047
 HZ2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3331680814(NAD 83)
 HZ2047_MARKER: DS = TRIANGULATION STATION DISK
 HZ2047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2276 ***********************************************************************
 HZ2276  DESIGNATION -  BANGS RESET
 HZ2276  PID         -  HZ2276
 HZ2276  STATE/COUNTY-  IN/FLOYD
 HZ2276  USGS QUAD   -  NEW ALBANY (1992)
 HZ2276
 HZ2276                         *CURRENT SURVEY CONTROL
 HZ2276  ___________________________________________________________________
 HZ2276* NAD 83(1997)-  38 19 36.81227(N)    085 51 17.15647(W)     ADJUSTED  
 HZ2276* NAVD 88     -       277.7    (meters)     911.     (feet)  VERTCON   
 HZ2276  ___________________________________________________________________
 HZ2276  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 HZ2276  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ2276
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2276
 HZ2276.The geoid height was determined by GEOID03.
 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     -   0.99996166  x   0.99997000  =   0.99993166
 HZ2276!SPC KY1Z     -   0.99996166  x   0.99993578  =   0.99989744
 HZ2276!SPC KY N     -   0.99996166  x   0.99996507  =   0.99992673
 HZ2276!UTM  16      -   0.99996166  x   0.99972340  =   0.99968507
 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|---------------------------------------------------------------------|
 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 PRESB CH          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2276.See file dsdata.txt to determine how the superseded data were derived.
 HZ2276
 HZ2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0010242706(NAD 83)
 HZ2276_MARKER: DS = TRIANGULATION STATION DISK
 HZ2276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2290 ***********************************************************************
 HZ2290  DESIGNATION -  BANGS RM 4
 HZ2290  PID         -  HZ2290
 HZ2290  STATE/COUNTY-  IN/FLOYD
 HZ2290  USGS QUAD   -  NEW ALBANY (1992)
 HZ2290
 HZ2290                         *CURRENT SURVEY CONTROL
 HZ2290  ___________________________________________________________________
 HZ2290* NAD 83(1997)-  38 19 37.24000(N)    085 51 16.61183(W)     ADJUSTED  
 HZ2290* NAVD 88     -       276.9    (meters)     908.     (feet)  VERTCON   
 HZ2290  ___________________________________________________________________
 HZ2290  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 HZ2290  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ2290
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2290
 HZ2290.The geoid height was determined by GEOID03.
 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     -   0.99996178  x   0.99996999  =   0.99993178
 HZ2290!SPC KY1Z     -   0.99996178  x   0.99993580  =   0.99989759
 HZ2290!SPC KY N     -   0.99996178  x   0.99996506  =   0.99992685
 HZ2290!UTM  16      -   0.99996178  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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2290.See file dsdata.txt to determine how the superseded data were derived.
 HZ2290
 HZ2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0011542719(NAD 83)
 HZ2290_MARKER: DS = TRIANGULATION STATION DISK
 HZ2290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2290_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA2040 ***********************************************************************
 LA2040  DESIGNATION -  BANNER
 LA2040  PID         -  LA2040
 LA2040  STATE/COUNTY-  IN/WELLS
 LA2040  USGS QUAD   -  MARKLE (1973)
 LA2040
 LA2040                         *CURRENT SURVEY CONTROL
 LA2040  ___________________________________________________________________
 LA2040* NAD 83(1997)-  40 48 39.01679(N)    085 16 47.17852(W)     ADJUSTED  
 LA2040* NAVD 88     -       249.     (meters)     817.     (feet)  SCALED    
 LA2040  ___________________________________________________________________
 LA2040  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 LA2040  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 LA2040
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2040
 LA2040.The geoid height was determined by GEOID03.
 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  =   0.99982538
 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                                       0852008.6 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2040.See file dsdata.txt to determine how the superseded data were derived.
 LA2040
 LA2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4509019182(NAD 83)
 LA2040_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2040_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA2186 ***********************************************************************
 LA2186  DESIGNATION -  BANQUO
 LA2186  PID         -  LA2186
 LA2186  STATE/COUNTY-  IN/HUNTINGTON
 LA2186  USGS QUAD   -  MOUNT ETNA (1994)
 LA2186
 LA2186                         *CURRENT SURVEY CONTROL
 LA2186  ___________________________________________________________________
 LA2186* NAD 83(1997)-  40 44 27.19498(N)    085 37 14.28203(W)     ADJUSTED  
 LA2186* NAVD 88     -       250.     (meters)     820.     (feet)  SCALED    
 LA2186  ___________________________________________________________________
 LA2186  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 LA2186  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 LA2186
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2186
 LA2186.The geoid height was determined by GEOID03.
 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  =   0.99993302
 LA2186!UTM  16      -   0.99996617  x   0.99976694  =   0.99973312
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2186.See file dsdata.txt to determine how the superseded data were derived.
 LA2186
 LA2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1646210909(NAD 83)
 LA2186_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 LA2186'OF BANQUO IN THE NORTHEAST ANGLE OF THE INTERSECTION OF STATE
 LA2186'HIGHWAYS 124 AND 105.  IT IS 84 FEET
 LA2186'NORTHEAST OF THE INTERSECTION, 53 FEET NORTH OF THE CENTER OF
 LA2186'HIGHWAY 124, 51 FEET EAST OF THE CENTER OF
 LA2186'HIGHWAY 105, 12 FEET SOUTHWEST OF A FENCE LINE
 LA2186'AND 12 FEET SOUTHWEST OF THE WHITE WITNESS POST.  THE MARK IS
 LA2186'FLUSH AND THE DISK IS STAMPED BANQUO
 LA2186'1948.
 LA2186'
 LA2186'REFERENCE MARK NO. 1 IS 93.63 FEET WEST OF THE STATION.  IT IS 42
 LA2186'FEET WEST OF THE CENTER OF
 LA2186'HIGHWAY 105 AND 41 FEET NORTH OF THE CENTER OF HIGHWAY 124.  THE DISK
 LA2186'IS SET FLUSH IN A DRILL HOLE IN THE
 LA2186'CENTER OF A 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
 LA2186'FEET EAST OF THE CENTER OF HIGHWAY 105 AND 49 FEET SOUTH OF THE
 LA2186'CENTER OF HIGHWAY 124.  THE MARK IS
 LA2186'A 12 BY 12 INCH CONCRETE POST WHICH PROJECTS 4 INCHES WITH
 LA2186'A STANDARD USC AND GS BENCH MARK DISK STAMPED U
 LA2186'203 1946.
 LA2186'
 LA2186'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION.  IT IS 25 FEET
 LA2186'SOUTH OF THE CENTER OF
 LA2186'STATE HIGHWAY 124 AND 14 FEET NORTH OF A CONCRETE FENCE POST.  THE
 LA2186'DISK IS SET FLUSH IN A DRILL HOLE
 LA2186'IN THE CENTER OF A 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
 LA2186'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
 LA2186'FENCE, 32.0 FEET WNW OF A FENCE CORNER.  WITNESS POST DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0563 ***********************************************************************
 ME0563  DESIGNATION -  BANWART
 ME0563  PID         -  ME0563
 ME0563  STATE/COUNTY-  IN/LA PORTE
 ME0563  USGS QUAD   -  HANNA (1958)
 ME0563
 ME0563                         *CURRENT SURVEY CONTROL
 ME0563  ___________________________________________________________________
 ME0563* NAD 83(1997)-  41 25 07.40987(N)    086 51 41.83304(W)     ADJUSTED  
 ME0563* NAVD 88     -       221.105  (meters)     725.41   (feet)  ADJUSTED  
 ME0563  ___________________________________________________________________
 ME0563  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 ME0563  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0563  DYNAMIC HT  -         221.015 (meters)     725.11  (feet)  COMP
 ME0563  MODELED GRAV-     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
 ME0563.and adjusted by the National Geodetic Survey in June 1991..
 ME0563
 ME0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME0563
 ME0563.The geoid height was determined by GEOID03.
 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;                    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  =   0.99994152
 ME0563!UTM  16      -   0.99997063  x   0.99960165  =   0.99957229
 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
 ME0563.Superseded values are not recommended for survey control.
 ME0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0563.See file dsdata.txt to determine how the superseded data were derived.
 ME0563
 ME0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1156485250(NAD 83)
 ME0563_MARKER: DS = TRIANGULATION STATION DISK
 ME0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0563_SP_SET: CONCRETE POST
 ME0563_STAMPING: BANWART 1948
 ME0563_MARK LOGO: CGS   
 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             NGS
 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
 ME0563'SOUTHEAST OF WANATAH.  IT IS 59 FEET SOUTH OF CENTER OF A GRAVEL
 ME0563'ROAD, 33 FEET NORTHWEST OF THE
 ME0563'NORTHWEST CORNER OF A CORN CRIB AND 13 FEET WEST OF A FENCE.
 ME0563'THE MARK IS ABOUT 12 INCHES BELOW THE
 ME0563'SURFACE OF THE GROUND AND THE DISK IS STAMPED
 ME0563'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
 ME0563'CORN CRIB.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 ME0563'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
 ME0563'GRAVEL ROAD AND 1 FOOT SOUTH OF A FENCE.  THE MARK IS FLUSH WITH THE
 ME0563'GROUND AND THE DISK IS STAMPED
 ME0563'BANWART NO 2 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
 ME0563'FEET EAST OF CENTER OF A GRAVEL ROAD AND 11 FEET NORTH OF A POWER
 ME0563'POLE.  THE MARK PROJECTS ABOUT 4
 ME0563'INCHES AND 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
 ME0563'ON GRAVEL ROAD JUST SOUTH OF RAILROAD TRACKS FOR 1.4 MILES TO A T
 ME0563'ROAD RIGHT, TURN RIGHT AND GO SOUTH
 ME0563'FOR 0.45 MILE TO ANOTHER T-ROAD LEFT AND THE
 ME0563'AZIMUTH MARK ON LEFT IN THE SOUTHEAST ANGLE AS
 ME0563'DESCRIBED, TURN LEFT AND GO EAST 0.55
 ME0563'MILE TO 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
 ME0563'DIRECTIONS TO ALL MARKS CHECKED.  OLD DESCRIPTION IS ADEQUATE WITH
 ME0563'THE EXCEPTION OF THE FOLLOWING.  STATION IS ON
 ME0563'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 NATIONAL 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 = OCTOBER  6, 2006
 ME0560 ***********************************************************************
 ME0560  DESIGNATION -  BANWART AZ MK
 ME0560  PID         -  ME0560
 ME0560  STATE/COUNTY-  IN/LA PORTE
 ME0560  USGS QUAD   -  HANNA (1958)
 ME0560
 ME0560                         *CURRENT SURVEY CONTROL
 ME0560  ___________________________________________________________________
 ME0560* NAD 83(1986)-  41 25 07.     (N)    086 52 17.     (W)     SCALED    
 ME0560* NAVD 88     -       221.518  (meters)     726.76   (feet)  ADJUSTED  
 ME0560  ___________________________________________________________________
 ME0560  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME0560  DYNAMIC HT  -         221.427 (meters)     726.47  (feet)  COMP
 ME0560  MODELED GRAV-     980,210.2   (mgal)                       NAVD 88
 ME0560
 ME0560  VERT ORDER  -  FIRST     CLASS I
 ME0560
 ME0560.The horizontal coordinates were scaled from a topographic map and have
 ME0560.an estimated accuracy of +/- 6 seconds.
 ME0560
 ME0560.The orthometric height was determined by differential leveling
 ME0560.and adjusted by the National Geodetic Survey in June 1991..
 ME0560
 ME0560.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0560.See file dsdata.txt to determine how the superseded data were derived.
 ME0560
 ME0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL107852(NAD 83)
 ME0560_MARKER: DZ = AZIMUTH MARK DISK
 ME0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0560_SP_SET: CONCRETE POST
 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             NGS
 ME0560  HISTORY     - 19920901 GOOD             NGS
 ME0560
 ME0560                          STATION DESCRIPTION
 ME0560
 ME0560'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0562 ***********************************************************************
 ME0562  DESIGNATION -  BANWART RM 1
 ME0562  PID         -  ME0562
 ME0562  STATE/COUNTY-  IN/LA PORTE
 ME0562  USGS QUAD   -  HANNA (1958)
 ME0562
 ME0562                         *CURRENT SURVEY CONTROL
 ME0562  ___________________________________________________________________
 ME0562* NAD 83(1986)-  41 25 07.     (N)    086 51 41.     (W)     SCALED    
 ME0562* NAVD 88     -       221.453  (meters)     726.55   (feet)  ADJUSTED  
 ME0562  ___________________________________________________________________
 ME0562  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0562  DYNAMIC HT  -         221.363 (meters)     726.26  (feet)  COMP
 ME0562  MODELED GRAV-     980,210.4   (mgal)                       NAVD 88
 ME0562
 ME0562  VERT ORDER  -  FIRST     CLASS I
 ME0562
 ME0562.The horizontal coordinates were scaled from a topographic map and have
 ME0562.an estimated accuracy of +/- 6 seconds.
 ME0562
 ME0562.The orthometric height was determined by differential leveling
 ME0562.and adjusted by the National Geodetic Survey in June 1991..
 ME0562
 ME0562.The geoid height was determined by GEOID03.
 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     -   685,070.      918,550.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0562.See file dsdata.txt to determine how the superseded data were derived.
 ME0562
 ME0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL115852(NAD 83)
 ME0562_MARKER: DR = REFERENCE MARK DISK
 ME0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0562_SP_SET: CONCRETE POST
 ME0562_STAMPING: BANWART NO 1 1948
 ME0562_MARK LOGO: CGS   
 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             NGS
 ME0562  HISTORY     - 19920901 GOOD             NGS
 ME0562
 ME0562                          STATION DESCRIPTION
 ME0562
 ME0562'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0561 ***********************************************************************
 ME0561  DESIGNATION -  BANWART RM 2
 ME0561  PID         -  ME0561
 ME0561  STATE/COUNTY-  IN/LA PORTE
 ME0561  USGS QUAD   -  HANNA (1958)
 ME0561
 ME0561                         *CURRENT SURVEY CONTROL
 ME0561  ___________________________________________________________________
 ME0561* NAD 83(1986)-  41 25 06.     (N)    086 51 41.     (W)     SCALED    
 ME0561* NAVD 88     -       221.409  (meters)     726.41   (feet)  ADJUSTED  
 ME0561  ___________________________________________________________________
 ME0561  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0561  DYNAMIC HT  -         221.319 (meters)     726.11  (feet)  COMP
 ME0561  MODELED GRAV-     980,210.3   (mgal)                       NAVD 88
 ME0561
 ME0561  VERT ORDER  -  FIRST     CLASS I
 ME0561
 ME0561.The horizontal coordinates were scaled from a topographic map and have
 ME0561.an estimated accuracy of +/- 6 seconds.
 ME0561
 ME0561.The orthometric height was determined by differential leveling
 ME0561.and adjusted by the National Geodetic Survey in June 1991..
 ME0561
 ME0561.The geoid height was determined by GEOID03.
 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     -   685,040.      918,550.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0561.See file dsdata.txt to determine how the superseded data were derived.
 ME0561
 ME0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL115852(NAD 83)
 ME0561_MARKER: DR = REFERENCE MARK DISK
 ME0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0561_SP_SET: CONCRETE POST
 ME0561_STAMPING: BANWART NO 2 1948
 ME0561_MARK LOGO: CGS   
 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             NGS
 ME0561  HISTORY     - 19920901 GOOD             NGS
 ME0561
 ME0561                          STATION DESCRIPTION
 ME0561
 ME0561'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2222 ***********************************************************************
 JZ2222  DESIGNATION -  BAR S 5
 JZ2222  PID         -  JZ2222
 JZ2222  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2222  USGS QUAD   -  COLUMBUS (1993)
 JZ2222
 JZ2222                         *CURRENT SURVEY CONTROL
 JZ2222  ___________________________________________________________________
 JZ2222* NAD 83(1986)-  39 13 24.     (N)    085 53 30.     (W)     SCALED    
 JZ2222* NAVD 88     -       192.549  (meters)     631.72   (feet)  ADJUSTED  
 JZ2222  ___________________________________________________________________
 JZ2222  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JZ2222  DYNAMIC HT  -         192.431 (meters)     631.33  (feet)  COMP
 JZ2222  MODELED GRAV-     980,010.1   (mgal)                       NAVD 88
 JZ2222
 JZ2222  VERT ORDER  -  SECOND    CLASS 0
 JZ2222
 JZ2222.The horizontal coordinates were scaled from a topographic map and have
 JZ2222.an estimated accuracy of +/- 6 seconds.
 JZ2222
 JZ2222.The orthometric height was determined by differential leveling
 JZ2222.and adjusted by the National Geodetic Survey in June 1991..
 JZ2222
 JZ2222.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2222.See file dsdata.txt to determine how the superseded data were derived.
 JZ2222
 JZ2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ956421(NAD 83)
 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             NGS
 JZ2222
 JZ2222                          STATION DESCRIPTION
 JZ2222
 JZ2222'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2163 ***********************************************************************
 LB2163  DESIGNATION -  BARCE
 LB2163  PID         -  LB2163
 LB2163  STATE/COUNTY-  IN/BENTON
 LB2163  USGS QUAD   -  TEMPLETON (1980)
 LB2163
 LB2163                         *CURRENT SURVEY CONTROL
 LB2163  ___________________________________________________________________
 LB2163* NAD 83(1997)-  40 36 21.50513(N)    087 14 32.22190(W)     ADJUSTED  
 LB2163* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 LB2163  ___________________________________________________________________
 LB2163  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 LB2163  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 LB2163
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2163
 LB2163.The geoid height was determined by GEOID03.
 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  =   0.99993524
 LB2163!UTM  16      -   0.99996635  x   0.99960517  =   0.99957153
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2163.See file dsdata.txt to determine how the superseded data were derived.
 LB2163
 LB2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7950395046(NAD 83)
 LB2163_MARKER: DS = TRIANGULATION STATION DISK
 LB2163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME3206 ***********************************************************************
 ME3206  DESIGNATION -  BAREPORT
 ME3206  PID         -  ME3206
 ME3206  STATE/COUNTY-  IN/PULASKI
 ME3206  USGS QUAD   -  WINAMAC (1980)
 ME3206
 ME3206                         *CURRENT SURVEY CONTROL
 ME3206  ___________________________________________________________________
 ME3206* NAD 83(1997)-  41 05 32.85497(N)    086 36 26.24119(W)     ADJUSTED  
 ME3206* NAVD 88     -       215.2    (meters)     706.     (feet)  VERTCON   
 ME3206  ___________________________________________________________________
 ME3206  X           -     284,888.635 (meters)                     COMP
 ME3206  Y           -  -4,805,547.932 (meters)                     COMP
 ME3206  Z           -   4,170,286.500 (meters)                     COMP
 ME3206  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 ME3206  ELLIP HEIGHT-         181.52  (meters)          (05/25/99) GPS OBS
 ME3206  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 ME3206
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3206
 ME3206.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3206
 ME3206.The ellipsoidal height was determined by GPS observations
 ME3206.and is referenced to NAD 83.
 ME3206
 ME3206.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)  215.3    (m)          706.     (f) GPS OBS        
 ME3206
 ME3206.Superseded values are not recommended for survey control.
 ME3206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3206.See file dsdata.txt to determine how the superseded data were derived.
 ME3206
 ME3206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3298149095(NAD 83)
 ME3206_MARKER: I = METAL ROD
 ME3206_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME3206_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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 = OCTOBER  6, 2006
 ME3207 ***********************************************************************
 ME3207  DESIGNATION -  BAREPORT AZ MK
 ME3207  PID         -  ME3207
 ME3207  STATE/COUNTY-  IN/PULASKI
 ME3207  USGS QUAD   -  WINAMAC (1980)
 ME3207
 ME3207                         *CURRENT SURVEY CONTROL
 ME3207  ___________________________________________________________________
 ME3207* NAD 83(1997)-  41 05 32.81864(N)    086 37 00.88040(W)     ADJUSTED  
 ME3207* NAVD 88     -       214.7    (meters)     704.     (feet)  VERTCON   
 ME3207  ___________________________________________________________________
 ME3207  X           -     284,081.625 (meters)                     COMP
 ME3207  Y           -  -4,805,596.007 (meters)                     COMP
 ME3207  Z           -   4,170,285.274 (meters)                     COMP
 ME3207  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 ME3207  ELLIP HEIGHT-         180.94  (meters)          (05/25/99) GPS OBS
 ME3207  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME3207
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3207
 ME3207.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3207
 ME3207.The ellipsoidal height was determined by GPS observations
 ME3207.and is referenced to NAD 83.
 ME3207
 ME3207.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          705.     (f) GPS OBS        
 ME3207
 ME3207.Superseded values are not recommended for survey control.
 ME3207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3207.See file dsdata.txt to determine how the superseded data were derived.
 ME3207
 ME3207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3217349091(NAD 83)
 ME3207_MARKER: I = METAL ROD
 ME3207_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME3207_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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, 1990
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2475 ***********************************************************************
 LB2475  DESIGNATION -  BARKER
 LB2475  PID         -  LB2475
 LB2475  STATE/COUNTY-  IN/TIPTON
 LB2475  USGS QUAD   -  KEMPTON (1980)
 LB2475
 LB2475                         *CURRENT SURVEY CONTROL
 LB2475  ___________________________________________________________________
 LB2475* NAD 83(1997)-  40 22 06.48477(N)    086 07 38.21005(W)     ADJUSTED  
 LB2475* NAVD 88     -       272.     (meters)     892.     (feet)  SCALED    
 LB2475  ___________________________________________________________________
 LB2475  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 LB2475  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LB2475
 LB2475  HORZ ORDER  -  SECOND
 LB2475
 LB2475.The horizontal coordinates were established by classical geodetic methods
 LB2475.and adjusted by the National Geodetic Survey in May 1999..
 LB2475
 LB2475.The orthometric height was scaled from a topographic map.
 LB2475
 LB2475.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2475
 LB2475.The geoid height was determined by GEOID03.
 LB2475
 LB2475;                    North         East     Units Scale Factor Converg.
 LB2475;SPC IN E     -   568,532.137    60,879.870   MT  0.99998550   -0 17 54.0
 LB2475;SPC IN E     - 1,865,259.19    199,736.71   sFT  0.99998550   -0 17 54.0
 LB2475;SPC IN W     -   568,869.093   981,198.430   MT  1.00004779   +0 37 09.4
 LB2475;SPC IN W     - 1,866,364.68  3,219,148.52   sFT  1.00004779   +0 37 09.4
 LB2475;UTM  16      - 4,469,020.373   574,093.582   MT  0.99966758   +0 33 55.0
 LB2475
 LB2475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2475!SPC IN E     -   0.99996274  x   0.99998550  =   0.99994824
 LB2475!SPC IN W     -   0.99996274  x   1.00004779  =   1.00001053
 LB2475!UTM  16      -   0.99996274  x   0.99966758  =   0.99963033
 LB2475
 LB2475:                Primary Azimuth Mark                     Grid Az
 LB2475:SPC IN E     -  BARKER AZ MK                             005 02 06.6
 LB2475:SPC IN W     -  BARKER AZ MK                             004 07 03.2
 LB2475:UTM  16      -  BARKER AZ MK                             004 10 17.6
 LB2475
 LB2475|---------------------------------------------------------------------|
 LB2475| PID    Reference Object                     Distance      Geod. Az  |
 LB2475|                                                           dddmmss.s |
 LB2475| CC7781 BARKER AZ MK                                       0044412.6 |
 LB2475| LB2481 BARKER 1954 RM 1                     30.660 METERS 00553     |
 LB2475| LB2453 KOKOMO RADIO STA WIOU N MAST        APPROX. 5.6 KM 0115606.4 |
 LB2475| LB2456 SHARPSVILLE MUNICIPAL TANK          APPROX. 3.6 KM 0714150.5 |
 LB2475| LB2471 TIPTON FARM BUR COOP ELEV           APPROX.10.7 KM 1385750.8 |
 LB2475| CC7782 BARKER RM 2                          29.737 METERS 23242     |
 LB2475|---------------------------------------------------------------------|
 LB2475
 LB2475                          SUPERSEDED SURVEY CONTROL
 LB2475
 LB2475  NAD 83(1986)-  40 22 06.48934(N)    086 07 38.22271(W) AD(       ) 2
 LB2475  NAD 27      -  40 22 06.35580(N)    086 07 38.24970(W) AD(       ) 2
 LB2475
 LB2475.Superseded values are not recommended for survey control.
 LB2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2475.See file dsdata.txt to determine how the superseded data were derived.
 LB2475
 LB2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7409469020(NAD 83)
 LB2475_MARKER: DS = TRIANGULATION STATION DISK
 LB2475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2475
 LB2475  HISTORY     - Date     Condition        Report By
 LB2475  HISTORY     - 1954     MONUMENTED       CGS
 LB2475  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LB2475
 LB2475                          STATION DESCRIPTION
 LB2475
 LB2475'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2475'STATION IS LOCATED IN THE NORTHWEST ANGLE OF THE INTERSECTION OF
 LB2475'U. S. HIGHWAY 31 AND CROSSROAD WHICH IS ABOUT 7-1/2 MILES SOUTH OF
 LB2475'KOKOMO AND IS ON ROAD RIGHT-OF-WAY.  IT IS 69 FEET NORTHWEST OF THE
 LB2475'INTERSECTION, 58 FEET WEST OF THE CENTER OF HIGHWAY 31, 40 FEET
 LB2475'NORTH OF THE CENTER OF A PAVED ROAD AND 6 FEET SOUTHWEST OF A WHITE
 LB2475'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED BARKER
 LB2475'1954.
 LB2475'
 LB2475'REFERENCE MARK NO. 1 IS 47 FEET WEST OF THE CENTER OF HIGHWAY 31 AND
 LB2475'1 FOOT EAST OF THE EAST EDGE OF A CULTIVATED FIELD.  THE MARK
 LB2475'PROJECTS 2 INCHES AND THE DISK IS STAMPED BARKER NO 1 1954.
 LB2475'
 LB2475'REFERENCE MARK NO. 2 IS 19 FEET SOUTH OF THE CENTER OF A PAVED ROAD,
 LB2475'5 FEET WEST OF A POWER LINE POLE AND 1 FOOT NORTH OF A FENCE LINE.
 LB2475'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BARKER NO 2 1954.
 LB2475'
 LB2475'AZIMUTH MARK IS 50 FEET EAST OF THE CENTER OF HIGHWAY 31, 2 FEET
 LB2475'NORTH OF A WHITE WITNESS POST, 1 FOOT WEST OF A FENCE LINE, 1 FOOT
 LB2475'SOUTH OF AN INDIANA HIGHWAY RIGHT-OF-WAY MARKER AND 1 FOOT SOUTH OF
 LB2475'A FENCE CORNER.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 LB2475'STAMPED BARKER 1954.
 LB2475'
 LB2475'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 35 AND
 LB2475'U. S. HIGHWAY 31 BY-PASS AT THE EAST EDGE OF KOKOMO, GO SOUTH ON
 LB2475'HIGHWAY 31 BY-PASS AND 31 FOR 7.35 MILES TO THE AZIMUTH MARK ON THE
 LB2475'LEFT AS DESCRIBED.  CONTINUE SOUTH ON HIGHWAY 31 FOR 0.3 MILE TO
 LB2475'THE STATION ON THE RIGHT AS DESCRIBED.
 LB2475'
 LB2475'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2475
 LB2475                          STATION RECOVERY (1961)
 LB2475
 LB2475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VRS)
 LB2475'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 LB2475'DESCRIBED, THE DISTANCES TO THE REFERENCE MARKS CHECKING WITHIN 0.01
 LB2475'FOOT.  DUE TO WIDENING OF THE HIGHWAY, THE SURFACE MARK WAS
 LB2475'DESTROYED (THE SUBSURFACE MARK WAS NOT RECOVERED---IT WILL BE UNDER
 LB2475'THE PAVEMENT OF THE W PAIR OF LANES OF THE NEW DUAL HIGHWAY) AFTER
 LB2475'THE ESTABLISHMENT OF BARKER 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2478 ***********************************************************************
 LB2478  DESIGNATION -  BARKER 2
 LB2478  PID         -  LB2478
 LB2478  STATE/COUNTY-  IN/TIPTON
 LB2478  USGS QUAD   -  KEMPTON (1980)
 LB2478
 LB2478                         *CURRENT SURVEY CONTROL
 LB2478  ___________________________________________________________________
 LB2478* NAD 83(1997)-  40 22 06.85090(N)    086 07 39.09444(W)     ADJUSTED  
 LB2478* NAVD 88     -       272.     (meters)     892.     (feet)  SCALED    
 LB2478  ___________________________________________________________________
 LB2478  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 LB2478  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LB2478
 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.No horizontal observational check was made to the station.
 LB2478
 LB2478.The orthometric height was scaled from a topographic map.
 LB2478
 LB2478.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2478
 LB2478.The geoid height was determined by GEOID03.
 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     -   0.99996274  x   0.99998552  =   0.99994826
 LB2478!SPC IN W     -   0.99996274  x   1.00004775  =   1.00001049
 LB2478!UTM  16      -   0.99996274  x   0.99966754  =   0.99963029
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2478.See file dsdata.txt to determine how the superseded data were derived.
 LB2478
 LB2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7407369031(NAD 83)
 LB2478_MARKER: DS = TRIANGULATION STATION DISK
 LB2478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2478_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ3364 ***********************************************************************
 JZ3364  DESIGNATION -  BARTHOLOMEW
 JZ3364  PID         -  JZ3364
 JZ3364  STATE/COUNTY-  IN/JENNINGS
 JZ3364  USGS QUAD   -  NORTH VERNON (1993)
 JZ3364
 JZ3364                         *CURRENT SURVEY CONTROL
 JZ3364  ___________________________________________________________________
 JZ3364* NAD 83(1997)-  39 02 00.76691(N)    085 39 21.37173(W)     ADJUSTED  
 JZ3364* NAVD 88     -       214.11   (+/-2cm)     702.5    (feet)  VERTCON   
 JZ3364  ___________________________________________________________________
 JZ3364  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 JZ3364  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ3364
 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ3364
 JZ3364.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3364
 JZ3364.The geoid height was determined by GEOID03.
 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     -   0.99997174  x   0.99996668  =   0.99993842
 JZ3364!UTM  16      -   0.99997174  x   0.99976664  =   0.99973839
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  214.23   (m)          702.9    (f) LEVELING    3  
 JZ3364
 JZ3364.Superseded values are not recommended for survey control.
 JZ3364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3364.See file dsdata.txt to determine how the superseded data were derived.
 JZ3364
 JZ3364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1633221359(NAD 83)
 JZ3364_MARKER: DS = TRIANGULATION STATION DISK
 JZ3364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2343 ***********************************************************************
 HZ2343  DESIGNATION -  BARTLE 1886
 HZ2343  PID         -  HZ2343
 HZ2343  STATE/COUNTY-  IN/CLARK
 HZ2343  USGS QUAD   -  HENRYVILLE (1983)
 HZ2343
 HZ2343                         *CURRENT SURVEY CONTROL
 HZ2343  ___________________________________________________________________
 HZ2343* NAD 83(1997)-  38 30 21.11167(N)    085 51 52.79924(W)     ADJUSTED  
 HZ2343* NAVD 88     -       280.     (meters)     919.     (feet)  SCALED    
 HZ2343  ___________________________________________________________________
 HZ2343  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 HZ2343  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HZ2343
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2343
 HZ2343.The geoid height was determined by GEOID03.
 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     -   0.99996134  x   0.99997034  =   0.99993168
 HZ2343!UTM  16      -   0.99996134  x   0.99972068  =   0.99968203
 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
 HZ2343.Superseded values are not recommended for survey control.
 HZ2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2343.See file dsdata.txt to determine how the superseded data were derived.
 HZ2343
 HZ2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9899262555(NAD 83)
 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 = OCTOBER  6, 2006
 ME2366 ***********************************************************************
 ME2366  DESIGNATION -  BASS
 ME2366  PID         -  ME2366
 ME2366  STATE/COUNTY-  IN/PULASKI
 ME2366  USGS QUAD   -  BASS LAKE (1986)
 ME2366
 ME2366                         *CURRENT SURVEY CONTROL
 ME2366  ___________________________________________________________________
 ME2366* NAD 83(1997)-  41 10 09.18698(N)    086 36 07.01809(W)     ADJUSTED  
 ME2366* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 ME2366  ___________________________________________________________________
 ME2366  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 ME2366  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 ME2366
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2366
 ME2366.The geoid height was determined by GEOID03.
 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     -   0.99997064  x   0.99998674  =   0.99995738
 ME2366!UTM  16      -   0.99997064  x   0.99961372  =   0.99958437
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2366.See file dsdata.txt to determine how the superseded data were derived.
 ME2366
 ME2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3339157619(NAD 83)
 ME2366_MARKER: DS = TRIANGULATION STATION DISK
 ME2366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2366
 ME2366  HISTORY     - Date     Condition        Report By
 ME2366  HISTORY     - 1948     MONUMENTED       CGS
 ME2366  HISTORY     - 1969     GOOD             CGS
 ME2366  HISTORY     - 1972     GOOD             NGS
 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
 ME2366'OF AN OAK GROVE ON PROPERTY OWNED BY MR. L.D. FRAVEL.  IT IS 123 FEET
 ME2366'EAST OF THE CENTER OF U.S. HIGHWAY 35,
 ME2366'29 FEET SOUTHWEST OF A 15 INCH OAK TREE, 22 FEET NORTHWEST
 ME2366'OF A 6 INCH OAK TREE, 21 FEET SOUTHEAST OF A TEN
 ME2366'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
 ME2366'19 FEET SOUTHWEST OF A 30 INCH OAK
 ME2366'TREE, 19 FEET NORTHWEST OF A 16 INCH OAK TREE AND 15 FEET SOUTH OF A
 ME2366'20 INCH OAK TREE.  THE MARK PROJECTS
 ME2366'6 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
 ME2366'50 FEET EAST OF THE CENTER OF
 ME2366'THE HIGHWAY, 21 FEET WEST OF AN 8 INCH OAK TREE, 7 FEET EAST OF A
 ME2366'POWER LINE POLE AND 1 FOOT EAST OF
 ME2366'A FENCE LINE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 ME2366'STAMPED BASS NO 2 1948.
 ME2366'
 ME2366'THE AZIMUTH MARK IS 0.4 MILE NORTH OF THE STATION.  IT IS 28 FEET
 ME2366'WEST OF THE CENTER OF U.S.
 ME2366'HIGHWAY 35, 3 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A
 ME2366'FENCE LINE.  THE MARK PROJECTS 8 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
 ME2366'MILES TO THE STATION ON THE RIGHT AS DESCRIBED, CONTINUE FOR 0.4 MILE
 ME2366'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
 ME2366'AND A NEW
 ME2366'DESCRIPTION FOLLOWS.
 ME2366'
 ME2366'STATION IS LOCATED ABOUT 8 MILES NORTH OF WINAMAC IN A SAND
 ME2366'COVERED OAK GROVE
 ME2366'NOW USED AS A STOCK LOT, 38 FEET WEST OF A FENCE, 30
 ME2366'FEET WEST OF A 24 INCH OAK TREE, 52
 ME2366'FEET NORTH OF A FENCE, 98 FEET
 ME2366'SOUTHWEST OF A FENCE CORNER, 75 FEET EAST OF A FENCE
 ME2366'AND 124 FEET EAST
 ME2366'OF THE CENTERLINE OF U.S. HIGHWAY 35.  THE MONUMENT PROJECTS 6 INCHES
 ME2366'AND THE DISK IS
 ME2366'STAMPED BASS 1948.
 ME2366'
 ME2366'TO REACH THE STATION FROM THE PULASKI COUNTY COURTHOUSE IN WINAMAC,
 ME2366'GO NORTH ON U.S.
 ME2366'HIGHWAY 35 FOR 8.5 MILES TO THE STATION ON THE RIGHT.
 ME2366'CONTINUE NORTH ON THE HIGHWAY FOR
 ME2366'0.4 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
 ME2366'SOUTH OF A 20 INCH
 ME2366'OAK TREE AND 25 FEET NORTH OF THE FENCE, THE MONUMENT
 ME2366'PROJECTS 10 INCHES AND THE DISK IS
 ME2366'STAMPED BASS NO 1 1948.
 ME2366'
 ME2366'REFERENCE MARK 2 IS 17 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST
 ME2366'OF THE FENCE, 7
 ME2366'FEET NORTHEAST OF A POWER POLE, 49 FEET EAST OF THE
 ME2366'CENTERLINE OF THE HIGHWAY AND 1
 ME2366'FOOT SOUTH OF A METAL WITNESS POST.
 ME2366'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 ME2366'STAMPED BASS NO 2
 ME2366'1948.
 ME2366'
 ME2366'THE AZIMUTH MARK IS 28 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 ME2366'1 FOOT SOUTH OF A
 ME2366'METAL WITNESS POST, 1 FOOT EAST OF FENCE, 34 FEET
 ME2366'NORTH OF A TELEPHONE POLE, 82 FEET
 ME2366'NORTH OF THE CENTER OF A DEEP
 ME2366'WATER FILLED DITCH AND 58 FEET NORTHWEST OF THE
 ME2366'INTERSECTION OF THE
 ME2366'HIGHWAY AND A DIRT ROAD EAST.  THE MONUMENT PROJECTS 8 INCHES AND
 ME2366'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
 ME2366'THE RECOVERY NOTE.
 ME2366'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION BUT
 ME2366'IN THE WAY OF ROAD WORK.  THERE WAS
 ME2366'NO OBJECT FROM WHICH TO SET A NEW
 ME2366'AZIMUTH MARK FROM AND THE LINE OF SIGHT TO THE 1948
 ME2366'MARK WAS OBSTRUCTED
 ME2366'BY A LARGE GROVE OF PINE TREES.  THE AZIMUTH MARK WAS DESTROYED.  THE
 ME2366'STATION WAS NOT
 ME2366'OCCUPIED DUE TO RAIN.
 ME2366'
 ME2366'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1 MILE SOUTH OF
 ME2366'BASS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3328 ***********************************************************************
 JZ3328  DESIGNATION -  BATESVILLE MUNICIPAL TANK
 JZ3328  PID         -  JZ3328
 JZ3328  STATE/COUNTY-  IN/RIPLEY
 JZ3328  USGS QUAD   -  BATESVILLE (1993)
 JZ3328
 JZ3328                         *CURRENT SURVEY CONTROL
 JZ3328  ___________________________________________________________________
 JZ3328* NAD 83(1997)-  39 17 49.56912(N)    085 13 07.78426(W)     ADJUSTED  
 JZ3328* NAVD 88     -                                                        
 JZ3328  ___________________________________________________________________
 JZ3328  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 JZ3328  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ3328
 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
 JZ3328.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3328
 JZ3328.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3328
 JZ3328  NAD 83(1995)-  39 17 49.57107(N)    085 13 07.78207(W) AD(       ) 4
 JZ3328  NAD 83(1993)-  39 17 49.57237(N)    085 13 07.78487(W) AD(       ) 4
 JZ3328  NAD 83(1986)-  39 17 49.57253(N)    085 13 07.78649(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3328.See file dsdata.txt to determine how the superseded data were derived.
 JZ3328
 JZ3328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5359351260(NAD 83)
 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 = OCTOBER  6, 2006
 JZ3327 ***********************************************************************
 JZ3327  DESIGNATION -  BATESVILLE ST LOUIS CATH CH
 JZ3327  PID         -  JZ3327
 JZ3327  STATE/COUNTY-  IN/RIPLEY
 JZ3327  USGS QUAD   -  BATESVILLE (1993)
 JZ3327
 JZ3327                         *CURRENT SURVEY CONTROL
 JZ3327  ___________________________________________________________________
 JZ3327* NAD 83(1997)-  39 17 47.94138(N)    085 13 31.09997(W)     ADJUSTED  
 JZ3327* NAVD 88     -                                                        
 JZ3327  ___________________________________________________________________
 JZ3327  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 JZ3327  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ3327
 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
 JZ3327.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3327
 JZ3327.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3327
 JZ3327  NAD 83(1995)-  39 17 47.94328(N)    085 13 31.09784(W) AD(       ) 4
 JZ3327  NAD 83(1993)-  39 17 47.94458(N)    085 13 31.10066(W) AD(       ) 4
 JZ3327  NAD 83(1986)-  39 17 47.94455(N)    085 13 31.10200(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3327.See file dsdata.txt to determine how the superseded data were derived.
 JZ3327
 JZ3327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5303551198(NAD 83)
 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 = OCTOBER  6, 2006
 ME2220 ***********************************************************************
 ME2220  DESIGNATION -  BATTELL
 ME2220  PID         -  ME2220
 ME2220  STATE/COUNTY-  IN/ST JOSEPH
 ME2220  USGS QUAD   -  SOUTH BEND EAST (1992)
 ME2220
 ME2220                         *CURRENT SURVEY CONTROL
 ME2220  ___________________________________________________________________
 ME2220* NAD 83(1997)-  41 40 10.69593(N)    086 10 47.48876(W)     ADJUSTED  
 ME2220* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 ME2220  ___________________________________________________________________
 ME2220  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 ME2220  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME2220
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2220
 ME2220.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2220.See file dsdata.txt to determine how the superseded data were derived.
 ME2220
 ME2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6827313422(NAD 83)
 ME2220_MARKER: DS = TRIANGULATION STATION DISK
 ME2220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2650 ***********************************************************************
 LB2650  DESIGNATION -  BATTLE
 LB2650  PID         -  LB2650
 LB2650  STATE/COUNTY-  IN/TIPPECANOE
 LB2650  USGS QUAD   -  BROOKSTON (1986)
 LB2650
 LB2650                         *CURRENT SURVEY CONTROL
 LB2650  ___________________________________________________________________
 LB2650* NAD 83(1997)-  40 31 14.28866(N)    086 52 08.37952(W)     ADJUSTED  
 LB2650* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 LB2650  ___________________________________________________________________
 LB2650  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 LB2650  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 LB2650
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2650
 LB2650.The geoid height was determined by GEOID03.
 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     -  BROOKSTON MUNICIPAL TANK                 001 28 02.3
 LB2650:UTM  16      -  BROOKSTON MUNICIPAL TANK                 001 31 17.2
 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 INGS 1948                     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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2650.See file dsdata.txt to determine how the superseded data were derived.
 LB2650
 LB2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1109785554(NAD 83)
 LB2650_MARKER: DS = TRIANGULATION STATION DISK
 LB2650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1965 ***********************************************************************
 JA1965  DESIGNATION -  BATTLE
 JA1965  PID         -  JA1965
 JA1965  STATE/COUNTY-  IN/PIKE
 JA1965  USGS QUAD   -  OTWELL (1984)
 JA1965
 JA1965                         *CURRENT SURVEY CONTROL
 JA1965  ___________________________________________________________________
 JA1965* NAD 83(1997)-  38 23 40.68583(N)    087 05 29.87724(W)     ADJUSTED  
 JA1965* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 JA1965  ___________________________________________________________________
 JA1965  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 JA1965  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 JA1965
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1965
 JA1965.The geoid height was determined by GEOID03.
 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     -   0.99997776  x   0.99996667  =   0.99994443
 JA1965!UTM  16      -   0.99997776  x   0.99960079  =   0.99957856
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1965.See file dsdata.txt to determine how the superseded data were derived.
 JA1965
 JA1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9199849606(NAD 83)
 JA1965_MARKER: DS = TRIANGULATION STATION DISK
 JA1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2594 ***********************************************************************
 LB2594  DESIGNATION -  BAUGH
 LB2594  PID         -  LB2594
 LB2594  STATE/COUNTY-  IN/TIPPECANOE
 LB2594  USGS QUAD   -  ROMNEY (1980)
 LB2594
 LB2594                         *CURRENT SURVEY CONTROL
 LB2594  ___________________________________________________________________
 LB2594* NAD 83(1997)-  40 18 56.60363(N)    086 56 29.93625(W)     ADJUSTED  
 LB2594* NAVD 88     -       225.03   (+/-2cm)     738.3    (feet)  VERTCON   
 LB2594  ___________________________________________________________________
 LB2594  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 LB2594  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 LB2594
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2594
 LB2594.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2594
 LB2594.The geoid height was determined by GEOID03.
 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     -  PURDUE UNIV HEATING PLT STK              010 52 53.1
 LB2594:UTM  16      -  PURDUE UNIV HEATING PLT STK              010 56 07.2
 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 (07/19/86)  225.11   (m)          738.5    (f) LEVELING    3  
 LB2594
 LB2594.Superseded values are not recommended for survey control.
 LB2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2594.See file dsdata.txt to determine how the superseded data were derived.
 LB2594
 LB2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0495862802(NAD 83)
 LB2594_MARKER: DS = TRIANGULATION STATION DISK
 LB2594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2594_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LB2594_STAMPING: BAUGH 1934
 LB2594_PROJECTION: FLUSH
 LB2594_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ3266 ***********************************************************************
 JZ3266  DESIGNATION -  BEACON 2 R
 JZ3266  PID         -  JZ3266
 JZ3266  STATE/COUNTY-  IN/DEARBORN
 JZ3266  USGS QUAD   -  CEDAR GROVE (1994)
 JZ3266
 JZ3266                         *CURRENT SURVEY CONTROL
 JZ3266  ___________________________________________________________________
 JZ3266* NAD 83(1997)-  39 18 19.50265(N)    084 55 16.08410(W)     ADJUSTED  
 JZ3266* NAVD 88     -                                                        
 JZ3266  ___________________________________________________________________
 JZ3266  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 JZ3266  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JZ3266
 JZ3266  HORZ ORDER  -  THIRD
 JZ3266
 JZ3266.The horizontal coordinates were established by classical geodetic methods
 JZ3266.and adjusted by the National Geodetic Survey in May 1999..
 JZ3266
 JZ3266
 JZ3266.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3266
 JZ3266.The geoid height was determined by GEOID03.
 JZ3266
 JZ3266;                    North         East     Units Scale Factor Converg.
 JZ3266;SPC IN E     -   450,667.127   164,302.425   MT  1.00001756   +0 28 20.2
 JZ3266;SPC IN E     - 1,478,563.73    539,048.87   sFT  1.00001756   +0 28 20.2
 JZ3266;SPC KY1Z     - 1,330,204.067 1,571,506.493   MT  1.00021677   +0 30 32.0
 JZ3266;SPC KY1Z     - 4,364,177.84  5,155,850.89   sFT  1.00021677   +0 30 32.0
 JZ3266;SPC KY N     -   200,620.483   442,109.316   MT  1.00006907   -0 25 03.0
 JZ3266;SPC KY N     -   658,202.37  1,450,486.98   sFT  1.00006907   -0 25 03.0
 JZ3266;UTM  16      - 4,352,730.312   679,244.012   MT  0.99999560   +1 19 02.0
 JZ3266
 JZ3266                          SUPERSEDED SURVEY CONTROL
 JZ3266
 JZ3266  NAD 83(1995)-  39 18 19.50220(N)    084 55 16.08364(W) AD(       ) 4
 JZ3266  NAD 83(1993)-  39 18 19.50691(N)    084 55 16.09182(W) AD(       ) 4
 JZ3266  NAD 83(1986)-  39 18 19.50584(N)    084 55 16.09472(W) AD(       ) 4
 JZ3266  NAD 27      -  39 18 19.31500(N)    084 55 16.25600(W) AD(       ) 3
 JZ3266
 JZ3266.Superseded values are not recommended for survey control.
 JZ3266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3266.See file dsdata.txt to determine how the superseded data were derived.
 JZ3266
 JZ3266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7924452730(NAD 83)
 JZ3266_MARKER: 22 = AIRWAY BEACON
 JZ3266
 JZ3266  HISTORY     - Date     Condition        Report By
 JZ3266  HISTORY     - 1932     FIRST OBSERVED   CGS
 JZ3266  HISTORY     - 1940     GOOD             SCS
 JZ3266  HISTORY     - 1947     GOOD             CGS
 JZ3266  HISTORY     - 20051019 MARK NOT FOUND   GEOCAC
 JZ3266
 JZ3266                          STATION DESCRIPTION
 JZ3266
 JZ3266'DESCRIBED BY SOIL CONSERVATION SERVICE 1940
 JZ3266'RECOVERED.
 JZ3266
 JZ3266                          STATION RECOVERY (1947)
 JZ3266
 JZ3266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JZ3266'THIS IS AN INTERSECTION STATION.
 JZ3266'
 JZ3266'STATION IS LOCATED ABOUT 1/2 MILE SOUTHWEST OF NEW TRENTON AND ABOUT
 JZ3266'1 MILE SOUTHWEST OF U.S. HIGHWAY 52.
 JZ3266'
 JZ3266'THE LAMP IS ONE LENS, ROTATING BEACON, FLASHING WHITE. THE TOWER,
 JZ3266'FOUR-LEGGED, IS 75 FEET HIGH AND IS PAINTED ORANGE AND WHITE.
 JZ3266'THERE ARE SMALL RED LAMPS ON THE RAIL OF THE TOWER WHICH FLASH RED
 JZ3266'SIGNALS.
 JZ3266'
 JZ3266'THE POINT INTERSECTED WAS THE LAMP OF THE ROTATING BEACON.
 JZ3266'
 JZ3266'OFFICE NOTE- PROBABLY THE SAME STATION AS BEACON NO. 2R, 1932.
 JZ3266
 JZ3266                          STATION RECOVERY (2005)
 JZ3266
 JZ3266'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ3266'THE AIRWAY BEACON IS NO LONGER HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3326 ***********************************************************************
 JZ3326  DESIGNATION -  BEACON 3 R
 JZ3326  PID         -  JZ3326
 JZ3326  STATE/COUNTY-  IN/FRANKLIN
 JZ3326  USGS QUAD   -  SPADES (1993)
 JZ3326
 JZ3326                         *CURRENT SURVEY CONTROL
 JZ3326  ___________________________________________________________________
 JZ3326* NAD 83(1997)-  39 21 30.73009(N)    085 04 17.49946(W)     ADJUSTED  
 JZ3326* NAVD 88     -                                                        
 JZ3326  ___________________________________________________________________
 JZ3326  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 JZ3326  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JZ3326
 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
 JZ3326.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3326
 JZ3326.The geoid height was determined by GEOID03.
 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;UTM  16      - 4,358,338.561   666,149.973   MT  0.99993990   +1 13 23.7
 JZ3326
 JZ3326                          SUPERSEDED SURVEY CONTROL
 JZ3326
 JZ3326  NAD 83(1995)-  39 21 30.72933(N)    085 04 17.49958(W) AD(       ) 4
 JZ3326  NAD 83(1993)-  39 21 30.73316(N)    085 04 17.50940(W) AD(       ) 4
 JZ3326  NAD 83(1986)-  39 21 30.73323(N)    085 04 17.51244(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3326.See file dsdata.txt to determine how the superseded data were derived.
 JZ3326
 JZ3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ6615058339(NAD 83)
 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 = OCTOBER  6, 2006
 HA0505 ***********************************************************************
 HA0505  DESIGNATION -  BEAR
 HA0505  PID         -  HA0505
 HA0505  STATE/COUNTY-  IN/PERRY
 HA0505  USGS QUAD   -  ROME (1993)
 HA0505
 HA0505                         *CURRENT SURVEY CONTROL
 HA0505  ___________________________________________________________________
 HA0505* NAD 83(1997)-  37 56 39.33713(N)    086 34 49.01440(W)     ADJUSTED  
 HA0505* NAVD 88     -       236.990  (meters)     777.52   (feet)  ADJUSTED  
 HA0505  ___________________________________________________________________
 HA0505  X           -     300,420.662 (meters)                     COMP
 HA0505  Y           -  -5,027,429.376 (meters)                     COMP
 HA0505  Z           -   3,900,692.652 (meters)                     COMP
 HA0505  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 HA0505  ELLIP HEIGHT-         204.69  (meters)          (05/25/99) GPS OBS
 HA0505  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 HA0505  DYNAMIC HT  -         236.818 (meters)     776.96  (feet)  COMP
 HA0505  MODELED GRAV-     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
 HA0505.and adjusted by the National Geodetic Survey in June 1991..
 HA0505
 HA0505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA0505
 HA0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA0505
 HA0505.The ellipsoidal height was determined by GPS observations
 HA0505.and is referenced to NAD 83.
 HA0505
 HA0505.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 HA0505| PID    Reference Object                     Distance      Geod. Az  |
 HA0505|                                                           dddmmss.s |
 HA0505| HA0504 BEAR RM 1                            18.583 METERS 07610     |
 HA0505| HA1455 16 M USGS 1946                       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
 HA0505.Superseded values are not recommended for survey control.
 HA0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0505.See file dsdata.txt to determine how the superseded data were derived.
 HA0505
 HA0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG3687899714(NAD 83)
 HA0505_MARKER: DS = TRIANGULATION STATION DISK
 HA0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0505_SP_SET: CONCRETE POST
 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 - May 27, 1997
 HA0505
 HA0505  HISTORY     - Date     Condition        Report By
 HA0505  HISTORY     - 1946     MONUMENTED       CGS
 HA0505  HISTORY     - 1965     SEE DESCRIPTION  CGS
 HA0505  HISTORY     - 1965     GOOD             NGS
 HA0505  HISTORY     - 19880509 GOOD             NGS
 HA0505  HISTORY     - 19890425 GOOD             NGS
 HA0505  HISTORY     - 19970527 GOOD             NGS
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2012 ***********************************************************************
 LA2012  DESIGNATION -  BEAR
 LA2012  PID         -  LA2012
 LA2012  STATE/COUNTY-  IN/JAY
 LA2012  USGS QUAD   -  DOMESTIC (1992)
 LA2012
 LA2012                         *CURRENT SURVEY CONTROL
 LA2012  ___________________________________________________________________
 LA2012* NAD 83(1997)-  40 32 55.67671(N)    085 00 21.96193(W)     ADJUSTED  
 LA2012* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 LA2012  ___________________________________________________________________
 LA2012  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 LA2012  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 LA2012
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2012
 LA2012.The geoid height was determined by GEOID03.
 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     -   0.99996388  x   1.00000519  =   0.99996907
 LA2012!UTM  16      -   0.99996388  x   0.99995088  =   0.99991476
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2012.See file dsdata.txt to determine how the superseded data were derived.
 LA2012
 LA2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK6883490582(NAD 83)
 LA2012_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2012_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HA0504 ***********************************************************************
 HA0504  DESIGNATION -  BEAR RM 1
 HA0504  PID         -  HA0504
 HA0504  STATE/COUNTY-  IN/PERRY
 HA0504  USGS QUAD   -  ROME (1993)
 HA0504
 HA0504                         *CURRENT SURVEY CONTROL
 HA0504  ___________________________________________________________________
 HA0504* NAD 83(1986)-  37 56 39.     (N)    086 34 50.     (W)     SCALED    
 HA0504* NAVD 88     -       237.515  (meters)     779.25   (feet)  ADJUSTED  
 HA0504  ___________________________________________________________________
 HA0504  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 HA0504  DYNAMIC HT  -         237.343 (meters)     778.68  (feet)  COMP
 HA0504  MODELED GRAV-     979,899.7   (mgal)                       NAVD 88
 HA0504
 HA0504  VERT ORDER  -  FIRST     CLASS II
 HA0504
 HA0504.The horizontal coordinates were scaled from a topographic map and have
 HA0504.an estimated accuracy of +/- 6 seconds.
 HA0504
 HA0504.The orthometric height was determined by differential leveling
 HA0504.and adjusted by the National Geodetic Survey in June 1991..
 HA0504
 HA0504.The geoid height was determined by GEOID03.
 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     -   299,420.      944,190.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0504.See file dsdata.txt to determine how the superseded data were derived.
 HA0504
 HA0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG368997(NAD 83)
 HA0504_MARKER: DR = REFERENCE MARK DISK
 HA0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0504_STAMPING: BEAR NO 1 1946
 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             NGS
 HA0504
 HA0504                          STATION DESCRIPTION
 HA0504
 HA0504'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1823 ***********************************************************************
 KA1823  DESIGNATION -  BEARD
 KA1823  PID         -  KA1823
 KA1823  STATE/COUNTY-  IN/VIGO
 KA1823  USGS QUAD   -  LEWIS (1986)
 KA1823
 KA1823                         *CURRENT SURVEY CONTROL
 KA1823  ___________________________________________________________________
 KA1823* NAD 83(1997)-  39 20 50.34994(N)    087 18 06.57767(W)     ADJUSTED  
 KA1823* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 KA1823  ___________________________________________________________________
 KA1823  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 KA1823  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KA1823
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1823
 KA1823.The geoid height was determined by GEOID03.
 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     -   0.99997595  x   0.99997103  =   0.99994698
 KA1823!UTM  16      -   0.99997595  x   0.99960833  =   0.99958429
 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 INGS 1947                     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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1823.See file dsdata.txt to determine how the superseded data were derived.
 KA1823
 KA1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7399255364(NAD 83)
 KA1823_MARKER: DS = TRIANGULATION STATION DISK
 KA1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1898 ***********************************************************************
 JA1898  DESIGNATION -  BEARD RESET
 JA1898  PID         -  JA1898
 JA1898  STATE/COUNTY-  IN/LAWRENCE
 JA1898  USGS QUAD   -  OOLITIC (1978)
 JA1898
 JA1898                         *CURRENT SURVEY CONTROL
 JA1898  ___________________________________________________________________
 JA1898* NAD 83(1997)-  38 58 03.89965(N)    086 36 43.21442(W)     ADJUSTED  
 JA1898* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 JA1898  ___________________________________________________________________
 JA1898  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 JA1898  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JA1898
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1898
 JA1898.The geoid height was determined by GEOID03.
 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  =   0.99957393
 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
 JA1898.Superseded values are not recommended for survey control.
 JA1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1898.See file dsdata.txt to determine how the superseded data were derived.
 JA1898
 JA1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3361313269(NAD 83)
 JA1898_MARKER: X = CHISELED CROSS
 JA1898_SETTING: 0 = UNSPECIFIED SETTING
 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
 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
 JA1898'CENTER OF A CULTIVATED FIELD OWNED BY J T BEARD.  THE
 JA1898'STATION IS IN PERRY TOWNSHIP IN
 JA1898'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
 JA1898'INCHES SQUARE AND
 JA1898'30 INCHES LONG INSCRIBED WITH THE LETTERS U S C AND
 JA1898'G S.  THE UNDERGROUND MARK IS AN
 JA1898'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
 JA1898'INCHES LONG.  THE
 JA1898'REFERENCE MARKS ARE AT THE FOLLOWING DISTANCES AND
 JA1898'MAGNETIC BEARINGS FROM THE
 JA1898'STATION-37.98 METERS N 17 DEGREE E, 51.17
 JA1898'METERS S 42 DEGREE 28 MIN E, AND 71.14 METERS
 JA1898'S 66 DEGREE 28 MIN W.
 JA1898'THE SECOND REFERENCE MARK IS IN LINE WITH A MULBERRY TREE ABOUT
 JA1898'125 METERS FROM
 JA1898'THE STATION.  A LARGE OAK IS NEAR THE SECTION LINE JUST E
 JA1898'OF THE 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
 JA1898'MIDDLE ROAD, GO 3.1 MILES FROM STATE HIGHWAY 54 TO A
 JA1898'T-INTERSECTION THEN E ON CLAY ROAD
 JA1898'ABOUT O.8 MILE, THEN ACROSS FIELDS
 JA1898'ABOUT 0.6 MILE S TO A POINT ON TOP OF THE HIGH HILL
 JA1898'AND NEAR THE NE
 JA1898'END OF THE RIDGE, IN A THINLY GROWTH OF SCRUB SAPLINGS, ON LAND
 JA1898'LOCALLY KNOWN AS
 JA1898'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.
 JA1898'0.7 MILE N BY E OF
 JA1898'THE SPENCER ROAD (MIDDLE ROAD), WHICH IS A ROCK
 JA1898'ROAD N FROM SPRINGVILLE.  STATION IS
 JA1898'THE NE CORNER OF A WORN OUT IDLE
 JA1898'FIELD-A THICK GROUWTH OF OAK SAPLINGS TO E AND S AND
 JA1898'SASSAFRAS SAPLINGS TO W.
 JA1898'
 JA1898'THE STATION SURFACE MARK, WHICH CONSISTS OF A 6- BY 6-INCH STONE POST
 JA1898'WITH ITS TOP
 JA1898'LETTERED U S C AND G S AND CROSS LINES MARKING THE
 JA1898'CENTER, WAS FOUND PROJECTING 8
 JA1898'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
 JA1898'BELOW THE SURFACE.  THE CROSS LINES ON THE SURFACE
 JA1898'MARK WERE FOUND DIRECTLY OVER THE
 JA1898'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
 JA1898'TRIANGLE BLAZE ON A 5-INCH CHESTNUT OAK IS 15.65 METERS
 JA1898'N 73 DEGREE W MAGNETIC.
 JA1898'
 JA1898'TO REACH, GO TO SPRINGVILLE, WHICH MAY BE REACHED BY STATE HIGHWAY
 JA1898'54, OR BY ROCK
 JA1898'ROAD FROM HARRODSBURG.  FROM SPRINGVILLE, GO N ON THE
 JA1898'SPENCER ROAD (MIDDLE ROAD) FOR
 JA1898'ABOUT 2.0 MILES TO AN OLD ROAD FORKING
 JA1898'RIGHT AT A SMALL UNPAINTED HOUSE ON RIGHT AND A
 JA1898'TRIANGLE BLAZE ON A
 JA1898'14-INCH WALNUT TREEE ON THE LEFT.  THIS IS THE OLD ORIGINAL
 JA1898'THROUGH ROAD,
 JA1898'BUT HAS BEEN PRACTICALLY ABANDONED.  HERE BEAR RIGHT ON THE OLD
 JA1898'ROAD AND FOLLOW ALONG
 JA1898'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
 JA1898'THE NE CORNER OF AN IDLE FIELD, ON TOP OF A
 JA1898'PROMIENT HILL, ON THE W SIDE OF WHICH
 JA1898'IS A DENSE GROWTH OF SASSAFRAS.
 JA1898'
 JA1898'THE STATION AND UNDERGROUND MARKS WERE RECOVERED IN GOOD CONDITION.
 JA1898'A STANDARD DISK
 JA1898'WAS SET IN THE TOP OF THE 6- BY 6- INCH GRANITE POST,
 JA1898'DIRECTLY OVER THE UNDERGROUND
 JA1898'MARK.  THE MARK PROJECTS 6 INCHES AND
 JA1898'IS STAMPED BEARD 1887, 1939.  THE UNDERGROUND
 JA1898'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
 JA1898'DISK SET IN CONCRETE,IS
 JA1898'17.43 METERS S 10 DEGREE W OF THE
 JA1898'STATION.  THE MARK PROJECTS 6
 JA1898'INCHES.  REFERENCE MARK NO 2, A STANDARD BRONZE DISK
 JA1898'SET IN CONCRETE
 JA1898'IS 18.62 METERS N 80 DEGREE W OF THE
 JA1898'STATION.  THE MARK
 JA1898'PROJECTS 6 INCHES.  THE OLD REFERENCE MARKS WERE
 JA1898'NOT RECOVERED.
 JA1898'
 JA1898'THERE WAS NO SUITABLE PLACE TO SET AND AZIMUTH MARK.  THE OBSERVING
 JA1898'PARTY DID NOT
 JA1898'OCCUPY THIS STATION.
 JA1898'
 JA1898'TO REACH THE STATION FROM THE SCHOOLHOUSE IN SPRINGVILLE, GO NE 0.1
 JA1898'MILE AND TURN
 JA1898'LEFT, GO 2.1 MILES ON THE GRAVEL ROAD TO A T-ROAD
 JA1898'RIGHT.  TURN RIGHT AND GO 0.5
 JA1898'MILE, TURN RIGHT AND GO ACROSS THE
 JA1898'FIELD FOR 0.45 MILE TO THE TOP OF THE HILL AND
 JA1898'THE STATION.  WAS
 JA1898'UNABLE TO CHECK 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
 JA1898'IS CORRECT EXCEPT THAT THE
 JA1898'PRESENT STATION SURFACE MARK HAS A DISK ADDED, THE
 JA1898'ORIGINAL REFERENCE MARKS ARE LOST.
 JA1898'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
 JA1898'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
 JA1898'MILES NORTH OF SPRINGSVILLE,
 JA1898'IN THE NORTHEAST CORNER OF A FIELD WHICH IS AT THE TOP
 JA1898'OF A PROMINENT HILL.  STATION
 JA1898'IS LOCATED ON THE HIGHEST POINT OF THE
 JA1898'HILL.  THE MARK PROJECTS 4 INCHES AND THE DISK
 JA1898'IS STAMPED BEARD 1887 AND 1939.
 JA1898'
 JA1898'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION ON THE SOUTHWEST
 JA1898'SLOPE OF THE HILL.  THE
 JA1898'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED BEARD NO 1 1939.
 JA1898'
 JA1898'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION ON THE NORTHWEST
 JA1898'SLOPE OF THE HILL.  THE
 JA1898'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED BEARD NO 2 1939.
 JA1898'
 JA1898'THE AZIMUTH MARK IS 0.5 MILE NORTHWEST OF THE STATION, 19.5 MILE
 JA1898'SOUTH OF AN OLD ROAD AND
 JA1898'1.5 FEET SOUTH OF A WHITE WITNESS POST.  THIS MARK WAS
 JA1898'SET IN 1946.  THE MARK PROJECTS
 JA1898'3 INCHES AND THE DISK IS STAMPED BEARD 1946.
 JA1898'
 JA1898'TO REACH FROM THE SCHOOLHOUSE IN SPRINGVILLE, GO NORTHEAST 0.1 MILE
 JA1898'AND TURN LEFT, GO 2.1
 JA1898'MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO 0.65 MILE,
 JA1898'TURN RIGHT AND GO ACROSS THE
 JA1898'FIELD FOR 0.45 MILE TO STATION AT TOP OF HILL.
 JA1898'
 JA1898'FROM THIS T-ROAD RIGHT AND GO 0.55 MILE TO AZIMUTH MARK ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2370 ***********************************************************************
 ME2370  DESIGNATION -  BEARDS
 ME2370  PID         -  ME2370
 ME2370  STATE/COUNTY-  IN/PULASKI
 ME2370  USGS QUAD   -  WINAMAC (1980)
 ME2370
 ME2370                         *CURRENT SURVEY CONTROL
 ME2370  ___________________________________________________________________
 ME2370* NAD 83(1997)-  41 06 48.96368(N)    086 35 32.98994(W)     ADJUSTED  
 ME2370* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 ME2370  ___________________________________________________________________
 ME2370  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 ME2370  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME2370
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2370
 ME2370.The geoid height was determined by GEOID03.
 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;SPC IN E     -   651,586.862    22,241.099   MT  1.00004105   -0 36 31.7
 ME2370;SPC IN E     - 2,137,747.90     72,969.34   sFT  1.00004105   -0 36 31.7
 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     -   0.99996922  x   0.99998757  =   0.99995679
 ME2370!SPC IN E     -   0.99996922  x   1.00004105  =   1.00001027
 ME2370!UTM  16      -   0.99996922  x   0.99961441  =   0.99958364
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2370.See file dsdata.txt to determine how the superseded data were derived.
 ME2370
 ME2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3421351448(NAD 83)
 ME2370_MARKER: DS = TRIANGULATION STATION DISK
 ME2370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2370
 ME2370  HISTORY     - Date     Condition        Report By
 ME2370  HISTORY     - 1948     MONUMENTED       CGS
 ME2370  HISTORY     - 1952     GOOD             CGS
 ME2370  HISTORY     - 1969     GOOD             CGS
 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
 ME2370'PROPERTY OF THE TIPPECANOE RIVER STATE PARK.  IT IS 100 FEET NORTH OF
 ME2370'THE NORTHWEST LEG OF THE TIPPECANOE
 ME2370'RIVER STATE PARK LOOKOUT TOWER, 45 FEET EAST OF A 20 INCH OAK TREE,
 ME2370'38 FEET WEST OF A 20 INCH OAK TREE, 23
 ME2370'FEET NORTHWEST OF A 15 INCH OAK TREE AND 3 FEET
 ME2370'SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND
 ME2370'THE DISK IS STAMPED BEARDS 1948.
 ME2370'
 ME2370'REFERENCE MARK NO. 1 IS 67.01 FEET SOUTHEAST OF THE STATION.  IT IS
 ME2370'47 FEET NORTHEAST OF THE NORTHWEST
 ME2370'LEG OF THE LOOKOUT TOWER AND 44 FEET NORTHWEST OF THE NORTHEAST LEG
 ME2370'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
 ME2370'15 FEET NORTHEAST OF A 12 INCH OAK
 ME2370'TREE AND 5 FEET SOUTH OF AN 8 INCH OAK TREE.  THE MARK IS FLUSH AND
 ME2370'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
 ME2370'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BEARDS
 ME2370'1948.
 ME2370'
 ME2370'TO REACH THE STATION FROM THE PULASKI COUNTY COURTHOUSE IN WINAMAC GO
 ME2370'NORTH ON U.S.  HIGHWAY 35 FOR 4.7
 ME2370'MILES TO THE ENTRANCE TO THE TIPPECANOE RIVER STATE PARK, TURN RIGHT
 ME2370'THROUGH THE PARK ENTRANCE AND GO EAST
 ME2370'FOR 0.5 MILE TO A GRAVEL ROAD SOUTH, TURN RIGHT
 ME2370'AND GO SOUTH FOR 50 FEET TO TRAIL TO LOOKOUT TOWER,
 ME2370'FOLLOW THE TRAIL FOR 0.5 MILE TO THE
 ME2370'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
 ME2370'ON THE LEFT, TURN LEFT AND GO 0.2 MILE ACROSS THE FIELD TO THE
 ME2370'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
 ME2370'CHECKED.  DIRECTIONS TO THE REFERENCE MARKS CHECKED.  DIRECTION TO
 ME2370'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
 ME2370'WAS FOUND PROJECTING ABOUT 2 FEET AND IN THE MIDDLE OF
 ME2370'A TRAIL.  THE MARK WAS DESTROYED
 ME2370'AND REFERENCE MARK 3 WAS SET.  THE DISTANCE
 ME2370'TO THE REFERENCE MARKS CHECKED AS WELL AS THE
 ME2370'DIRECTION BETWEEN
 ME2370'THEM.  A SEARCH WAS MADE FOR THE AZIMUTH MARK BUT THE CLEARING
 ME2370'MENTIONED IN THE
 ME2370'DESCRIPTION IS NOW COVERED WITH BRUSH AND THE LINE OF SIGHT AT
 ME2370'THE STATION IS OBSTRUCTED
 ME2370'BY TREES.  IT MAY BE POSSIBLE TO FIND THE MARK
 ME2370'WHEN THE LEAVES ARE GONE FROM THE TREES AND
 ME2370'A LINE OF SIGHT FROM THE
 ME2370'STATION CAN BE MADE.  A NEW DESCRIPTION FOLLOWS.
 ME2370'
 ME2370'ABOUT 5 MILES NORTH OF WINAMAC, ON THE HIGHEST POINT OF THE
 ME2370'TIPPECANOE RIVER
 ME2370'STATE PARK, 1 FOOT WEST OF A METAL WITNESS POST, 11 FEET
 ME2370'NORTHEAST OF THE
 ME2370'CENTERLINE OF A TRAIL, 100 FEET NORTHWEST OF THE NORTHWEST
 ME2370'LEG OF A LOOKOUT TOWER, 29 FEET
 ME2370'SOUTH OF A 14 INCH OAK TREE AND 56
 ME2370'FEET EAST OF AN 18 INCH OAK TREE.  THE MONUMENT
 ME2370'PROJECTS 4 INCHES AND
 ME2370'THE DISK IS STAMPED BEARDS 1948.
 ME2370'
 ME2370'TO REACH THE STATION FROM THE PULASKI COUNTY COURTHOUSE IN WINAMAC,
 ME2370'GO NORTH ON U.S.
 ME2370'HIGHWAY 35 FOR 4.7 MILES TO THE ENTRANCE TO THE TIPPECANOE
 ME2370'RIVER STATE PARK.  TURN RIGHT AND
 ME2370'GO EAST ON PAVED PARK ROAD FOR
 ME2370'0.5 MILE TO A SIDE ROAD RIGHT AND SIGN TOWER.  TURN
 ME2370'RIGHT ON THE ROAD
 ME2370'AND GO SOUTHERLY, FOLLOWING TRAIL FOR 0.25 MILE TO THE TOWER AND THE
 ME2370'STATION.
 ME2370'
 ME2370'REFERENCE MARK 1 IS 15 FEET NORTHEAST OF THE CENTERLINE OF THE
 ME2370'TRAIL, 44 FEET
 ME2370'NORTH OF THE NORTHEAST LEG OF THE TOWER AND 32 FEET EAST
 ME2370'OF A 12 INCH OAK TREE.  THE
 ME2370'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
 ME2370'CENTERLINE OF THE TRAIL AND 25 FEET WEST OF THE METAL
 ME2370'WITNESS POST.  THE MONUMENT
 ME2370'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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2535 ***********************************************************************
 ME2535  DESIGNATION -  BEATRICE
 ME2535  PID         -  ME2535
 ME2535  STATE/COUNTY-  IN/PORTER
 ME2535  USGS QUAD   -  PALMER (1992)
 ME2535
 ME2535                         *CURRENT SURVEY CONTROL
 ME2535  ___________________________________________________________________
 ME2535* NAD 83(1997)-  41 26 30.77122(N)    087 11 35.32227(W)     ADJUSTED  
 ME2535* NAVD 88     -       249.     (meters)     817.     (feet)  SCALED    
 ME2535  ___________________________________________________________________
 ME2535  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 ME2535  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 ME2535
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2535
 ME2535.The geoid height was determined by GEOID03.
 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     -   0.99996624  x   0.99996770  =   0.99993394
 ME2535!UTM  16      -   0.99996624  x   0.99960320  =   0.99956946
 ME2535
 ME2535:                Primary Azimuth Mark                     Grid Az
 ME2535:SPC IN W     -  HURLBURT                                 184 00 59.9
 ME2535:UTM  16      -  HURLBURT                                 184 04 18.5
 ME2535
 ME2535|---------------------------------------------------------------------|
 ME2535| PID    Reference Object                     Distance      Geod. Az  |
 ME2535|                                                           dddmmss.s |
 ME2535| ME2533 HURLBURT                            APPROX. 8.6 KM 1835638.3 |
 ME2535| CM2739 BEATRICE RM 1                        13.247 METERS 18635     |
 ME2535| CM2738 BEATRICE AZ MK                                     2665124.2 |
 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 3220635.6 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2535.See file dsdata.txt to determine how the superseded data were derived.
 ME2535
 ME2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8386587830(NAD 83)
 ME2535_MARKER: DS = TRIANGULATION STATION DISK
 ME2535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2535
 ME2535  HISTORY     - Date     Condition        Report By
 ME2535  HISTORY     - 1952     MONUMENTED       CGS
 ME2535  HISTORY     - 1968     GOOD             CGS
 ME2535  HISTORY     - 1972     SEE DESCRIPTION  NGS
 ME2535  HISTORY     - 1974     SEE DESCRIPTION  NGS
 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
 ME2535'NORTH OF BEATRICE ON PROPERTY OWNED BY MR. HERMAN WINNIGER.  IT IS 26
 ME2535'FEET EAST OF A TELEPHONE
 ME2535'POLE, 22 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 6 FEET
 ME2535'WEST OF A WHITE WITNESS POST AND 3 FEET
 ME2535'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
 ME2535'ROAD AND 1 FOOT NORTH OF A
 ME2535'FENCE LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 ME2535'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
 ME2535'TELEPHONE POLE AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK PROJECTS 6
 ME2535'INCHES AND THE DISK IS STAMPED
 ME2535'BEATRICE NO 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
 ME2535'GRAVEL ROAD, 3 FEET EAST OF A WHITE WITNESS POST AND 2 FEET NORTH OF
 ME2535'A FENCE LINE.  THE MARK
 ME2535'PROJECTS 2 INCHES AND 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
 ME2535'OF CROWN POINT, GO EAST ON HIGWAY 30 FOR 7.9 MILES TO A GRAVEL
 ME2535'CROSSROAD, TURN RIGHT AND GO SOUTH
 ME2535'FOR 1.9 MILES TO A GRAVEL T-ROAD RIGHT, TURN RIGHT AND GO WEST
 ME2535'FOR 0.6 MILE TO THE STATION ON THE RIGHT
 ME2535'AS DESCRIBED.  CONTINUE AHEAD FOR 0.15 MILE TO
 ME2535'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
 ME2535'GOOD WITH THE FOLLOWING INFORMATION.
 ME2535'
 ME2535'THE FENCE AT THE STATION MARK IS GONE AND THE MARK IS NOW 1
 ME2535'FOOT WEST OF A
 ME2535'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
 ME2535'600N 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.
 ME2535'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE SHORTER
 ME2535'BY 0.05 OF A FOOT.  THE DIRECTION
 ME2535'TO REFERENCE MARK 1 CHECKED BUT THE
 ME2535'DIRECTION TO REFERENCE MARK 2 FAILED TO CHECK BY 8
 ME2535'MINUTES.  THESE
 ME2535'ERRORS ARE THOUGHT TO BE IN THE ORIGINAL WORK SINCE ALL MARKS ARE
 ME2535'SOLID AND APPEAR
 ME2535'UNDISTURBED.  A NEW DESCRIPTION FOLLOWS-
 ME2535'
 ME2535'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF CROWN POINT,
 ME2535'ON WHAT IS ASSUMED
 ME2535'TO BE ROAD RIGHT-OF-WAY, 21 FEET NORTH OF THE CENTERLINE
 ME2535'OF ROAD, 1 FOOT WEST OF A METAL
 ME2535'WITNESS POST AND 45 FEET NORTHWEST
 ME2535'AND ACROSS THE ROAD FROM A POWER POLE.  THE
 ME2535'MONUMENT PROJECTS 2 INCHES
 ME2535'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
 ME2535'65 (ABOUT 1 MILE SOUTH OF MERRILVILLE), GO EAST ON
 ME2535'HIGHWAY 30 FOR 7.8 MILES TO A SIDE
 ME2535'ROAD RIGHT.  TURN RIGHT AND GO SOUTH
 ME2535'ON CO. RD. 600 W, FOR 1.9 MILES TO A SIDE ROAD RIGHT.
 ME2535'TURN RIGHT AND GO
 ME2535'WEST ON THE ROAD FOR 0.6 MILE TO THE CREST OF SMALL GRADE AND THE
 ME2535'STATION ON THE RIGHT.
 ME2535'CONTINUE WEST ON THE ROAD FOR 0.15 MILE TO THE
 ME2535'AZIMUTH MARK ON THE LEFT.
 ME2535'
 ME2535'REFERENCE MARK 1 IS 27 FEET WEST OF THE POWER POLE, 1 FOOT NORTH
 ME2535'OF A FENCE AND 22
 ME2535'FEET SOUTH OF THE CENTERLINE OF THE ROAD.  THE MONUMENT
 ME2535'PROJECTS 8 INCHES AND THE DISK IS
 ME2535'STAMPED BEATRICE NO 1 1952.
 ME2535'
 ME2535'REFERENCE MARK 2 IS 66 FEET NORTHWEST OF THE POWER POLE, 34 FEET
 ME2535'WEST OF A METAL
 ME2535'WITNESS POST AND 21 FEET NORTH OF THE CENTERLINE OF THE
 ME2535'ROAD.  THE MONUMENT PROJECTS 2
 ME2535'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,
 ME2535'1 FOOT WEST OF A
 ME2535'METAL WITNESS POST, 33 FEET WEST OF THE CENTERLINE OF
 ME2535'A ROAD, 10 FEET WEST OF A FENCE
 ME2535'CORNER AND 2 FEET SOUTH OF A FENCE.  THE
 ME2535'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 ME2535'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
 ME2535'FOUND IN GOOD
 ME2535'CONDITION. REFERENCE MARK 2 FOUND DISTURBED BY GRADING.
 ME2535'THE DISTANCE AND DIRECTION TO
 ME2535'REFERENCE MARK 1 CHECKED.  THE STATION MARK
 ME2535'WAS LOWERED AT THE REQUEST OF THE PROPERTY
 ME2535'OWNER, REFERENCE MARK 2 WAS
 ME2535'DESTROYED AND REFERENCE MARK 3 WAS SET.  A NEW DESCRIPTION
 ME2535'FOLLOWS-
 ME2535'
 ME2535'THE STATION MARK IS 57 FEET EAST OF A POWER POLE, 21 FEET NORTH
 ME2535'OF THE CENTERLINE
 ME2535'OF ROAD, 61 FEET WEST OF THE CENTERLINE OF A DRIVEWAY
 ME2535'TO THE HOME OF MR. JAMES COOLEY.
 ME2535'THE MONUMENT IS FLUSH AND THE DISK
 ME2535'IS STAMPED BEATRICE 1952 1974.
 ME2535'
 ME2535'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 ME2535'INTERSTATE HIGHWAY
 ME2535'65 (ABOUT 1 MILE SOUTH OF MERRILVILLE), GO EAST ON
 ME2535'HIGHWAY 30 FOR 7.8 MILES TO A
 ME2535'CROSSROAD.  TURN RIGHT AND GO SOUTH ON
 ME2535'CO. RD. 600 W FOR 1.9 MILES TO A ROAD RIGHT.
 ME2535'TURN RIGHT AND GO WEST
 ME2535'ON THE ROAD FOR 0.6 MILE TO THE STATION ON THE RIGHT.  CONTINUE
 ME2535'WEST ON THE ROAD
 ME2535'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
 ME2535'A FENCE AND 22
 ME2535'FEET SOUTH OF THE CENTERLINE OF THE ROAD.  THE MONUMENT
 ME2535'PROJECTS 8 INCHES AND THE DISK IS
 ME2535'STAMPED BEATRICE NO 1 1952.
 ME2535'
 ME2535'REFERENCE MARK 3 IS 111 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY,
 ME2535'7 FEET EAST OF A
 ME2535'POWER POLE AND 21 FEET NORTH OF THE CENTERLINE OF
 ME2535'THE ROAD.  THE MONUMENT IS FLUSH
 ME2535'AND THE DISK IS STAMPED BEATRICE 1952
 ME2535'NO 3 1974.
 ME2535'
 ME2535'THE AZIMUTH MARK IS 1 FOOT WEST OF A METAL WITNESS POST, 33 FEET
 ME2535'WEST OF THE
 ME2535'CENTERLINE OF ROAD, 10 FEET WEST OF A FENCE CORNER, 20 FEET
 ME2535'SOUTH OF THE CENTERLINE OF
 ME2535'ROAD AND 2 FEET SOUTH OF A FENCE.  THE MONUMENT
 ME2535'PROJECTS 4 INCHES AND THE DISK IS STAMPED
 ME2535'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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2189 ***********************************************************************
 LB2189  DESIGNATION -  BEAVER
 LB2189  PID         -  LB2189
 LB2189  STATE/COUNTY-  IN/NEWTON
 LB2189  USGS QUAD   -  MOUNT AYR (1980)
 LB2189
 LB2189                         *CURRENT SURVEY CONTROL
 LB2189  ___________________________________________________________________
 LB2189* NAD 83(1997)-  40 55 34.82306(N)    087 22 17.68263(W)     ADJUSTED  
 LB2189* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 LB2189  ___________________________________________________________________
 LB2189  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 LB2189  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 LB2189
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2189
 LB2189.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2189.See file dsdata.txt to determine how the superseded data were derived.
 LB2189
 LB2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6871530647(NAD 83)
 LB2189_MARKER: DS = TRIANGULATION STATION DISK
 LB2189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2468 ***********************************************************************
 ME2468  DESIGNATION -  BEBLES
 ME2468  PID         -  ME2468
 ME2468  STATE/COUNTY-  IN/LA PORTE
 ME2468  USGS QUAD   -  NEW BUFFALO WEST (1970)
 ME2468
 ME2468                         *CURRENT SURVEY CONTROL
 ME2468  ___________________________________________________________________
 ME2468* NAD 83(1997)-  41 45 35.53461(N)    086 47 58.83682(W)     ADJUSTED  
 ME2468* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 ME2468  ___________________________________________________________________
 ME2468  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 ME2468  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 ME2468
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2468
 ME2468.The geoid height was determined by GEOID03.
 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     -   0.99997490  x   0.99997351  =   0.99994841
 ME2468!UTM  16      -   0.99997490  x   0.99960341  =   0.99957832
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2468.See file dsdata.txt to determine how the superseded data were derived.
 ME2468
 ME2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM1665323135(NAD 83)
 ME2468_MARKER: DS = TRIANGULATION STATION DISK
 ME2468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2468'ABOUT 200 FEET
 ME2468'SOUTH OF WHERE U.S. HIGHWAY 12 CROSSES THE INDIANA-MICHIGAN
 ME2468'STATE LINE, ON THE PROPERTY OF
 ME2468'SAM KAPPSON.  IT IS 96 FEET SOUTH
 ME2468'WEST OF THE SOUTHWEST CORNER OF A TWO STORY FRAME
 ME2468'BUILDING, 65 FEET WEST
 ME2468'OF THE SOUTHWEST CORNER OF A GARAGE AND 59 FEET NORTH OF A 24 INCH
 ME2468'OAK TREE WITH A
 ME2468'LARGE PAINTED PATCH ON THE WEST SIDE.  FLUSH AND STAMPED BEBLES 1952.
 ME2468'
 ME2468'REFERENCE MARK NO. 1 IS 59 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 ME2468'GARAGE, 18 FEET
 ME2468'NORTH OF A 24 INCH OAK TREE AND 8 FEET WEST OF A 20 INCH
 ME2468'OAK TREE.  THE MARK IS FLUSH AND
 ME2468'THE DISK IS STAMPED BEBLES NO 1 1952.
 ME2468'
 ME2468'REFERENCE MARK NO. 2 IS 59 FEET WEST OF THE 24 INCH OAK TREE WITH
 ME2468'THE LARGE PAINTED
 ME2468'PATCH AND 13 FEET EAST OF A 12 INCH OAK TREE.  THE
 ME2468'MARK IS FLUSH AND THE DISK IS
 ME2468'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
 ME2468'NORTHEAST ON HIGHWAY 12 FOR 1.55 MILES TO INDIANA-MICHIGAN
 ME2468'STATE LINE MARKER ON THE LEFT AND
 ME2468'PRIVATE GRAVEL DRIVE ON THE
 ME2468'RIGHT, TURN RIGHT AND GO SOUTHEAST ON GRAVEL DRIVE
 ME2468'FOR 0.1 MILE TO THE
 ME2468'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 = OCTOBER  6, 2006
 JA1692 ***********************************************************************
 JA1692  DESIGNATION -  BECK
 JA1692  PID         -  JA1692
 JA1692  STATE/COUNTY-  IN/WASHINGTON
 JA1692  USGS QUAD   -  BECKS MILL (1994)
 JA1692
 JA1692                         *CURRENT SURVEY CONTROL
 JA1692  ___________________________________________________________________
 JA1692* NAD 83(1997)-  38 35 32.35031(N)    086 08 35.40800(W)     ADJUSTED  
 JA1692* NAVD 88     -       256.19   (+/-2cm)     840.5    (feet)  VERTCON   
 JA1692  ___________________________________________________________________
 JA1692  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 JA1692  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JA1692
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1692
 JA1692.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1692
 JA1692.The geoid height was determined by GEOID03.
 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     -   0.99996504  x   0.99998788  =   0.99995292
 JA1692!UTM  16      -   0.99996504  x   0.99966857  =   0.99963362
 JA1692
 JA1692:                Primary Azimuth Mark                     Grid Az
 JA1692:SPC IN E     -  BECK AZ MK                               068 22 37.2
 JA1692:UTM  16      -  BECK AZ MK                               067 32 43.0
 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 (07/19/86)  256.31   (m)          840.9    (f) LEVELING    3  
 JA1692
 JA1692.Superseded values are not recommended for survey control.
 JA1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1692.See file dsdata.txt to determine how the superseded data were derived.
 JA1692
 JA1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7461971885(NAD 83)
 JA1692_MARKER: DS = TRIANGULATION STATION DISK
 JA1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ3325 ***********************************************************************
 JZ3325  DESIGNATION -  BECKMAN
 JZ3325  PID         -  JZ3325
 JZ3325  STATE/COUNTY-  IN/FRANKLIN
 JZ3325  USGS QUAD   -  SPADES (1993)
 JZ3325
 JZ3325                         *CURRENT SURVEY CONTROL
 JZ3325  ___________________________________________________________________
 JZ3325* NAD 83(1997)-  39 20 44.32201(N)    085 00 12.22125(W)     ADJUSTED  
 JZ3325* NAVD 88     -       301.60   (+/-2cm)     989.5    (feet)  VERTCON   
 JZ3325  ___________________________________________________________________
 JZ3325  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 JZ3325  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JZ3325
 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ3325
 JZ3325.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3325
 JZ3325.The geoid height was determined by GEOID03.
 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;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     -   0.99995800  x   1.00000690  =   0.99996490
 JZ3325!SPC OH S     -   0.99995800  x   0.99993613  =   0.99989413
 JZ3325!UTM  16      -   0.99995800  x   0.99996448  =   0.99992248
 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 (07/19/86)  301.78   (m)          990.1    (f) LEVELING    3  
 JZ3325
 JZ3325.Superseded values are not recommended for survey control.
 JZ3325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3325.See file dsdata.txt to determine how the superseded data were derived.
 JZ3325
 JZ3325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7205257035(NAD 83)
 JZ3325_MARKER: DS = TRIANGULATION STATION DISK
 JZ3325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3325_STAMPING: BECKMAN 1932
 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 = OCTOBER  6, 2006
 LA1995 ***********************************************************************
 LA1995  DESIGNATION -  BECKMAN
 LA1995  PID         -  LA1995
 LA1995  STATE/COUNTY-  IN/ALLEN
 LA1995  USGS QUAD   -  POE (1994)
 LA1995
 LA1995                         *CURRENT SURVEY CONTROL
 LA1995  ___________________________________________________________________
 LA1995* NAD 83(1997)-  40 57 38.67039(N)    085 02 11.07126(W)     ADJUSTED  
 LA1995* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 LA1995  ___________________________________________________________________
 LA1995  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 LA1995  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LA1995
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA1995
 LA1995.The geoid height was determined by GEOID03.
 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  =   0.99990163
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1995.See file dsdata.txt to determine how the superseded data were derived.
 LA1995
 LA1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6524436256(NAD 83)
 LA1995_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA1995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 LA1995'HOAGLAND, ON PROPERTY OWNED BY J. BECKMAN.  IT IS 39 FEET SOUTH OF
 LA1995'THE CENTER OF AN ENTRANCE DRIVE,
 LA1995'28 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 18 FEET NORTH
 LA1995'OF A FENCE CORNER AND 16 FEET SOUTHEAST OF
 LA1995'WHITE WITNESS POST.  THE MARK IS 18 INCHES BELOW
 LA1995'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BECKMAN
 LA1995'1947.
 LA1995'
 LA1995'REFERENCE MARK NO. 1 IS 108.59 FEET EAST OF THE STATION.  IT IS 22
 LA1995'FEET SOUTHWEST OF THE SOUTHWEST
 LA1995'OF A RED TILE CHICKEN HOUSE AND 1 FOOT NORTH OF A FENCELINE.  THE
 LA1995'MARK PROJECTS 4 INCHES AND THE
 LA1995'DISK IS 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
 LA1995'GRAVEL ROAD AND 4 FEET EAST OF A FENCELINE.  THE MARK PROJECTS 4
 LA1995'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
 LA1995'OSCAR DOCTOR, 18 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND 2 FEET
 LA1995'WEST-SOUTHWEST OF A TELEPHONE
 LA1995'POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LA1995'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
 LA1995'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
 LA1995'SOUTHEAST SECTION OF FORT WAYNE, GO SOUTHEAST ON HIGHWAYS 27 AND 33
 LA1995'FOR 7.2 MILES TO A GRAVEL T-ROAD
 LA1995'LEFT, TURN LEFT, EAST, AND GO 2.0 MILES TO A CROSSROAD,
 LA1995'TURN RIGHT, SOUTH, AND GO 0.1 MILE TO THE STATION
 LA1995'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
 LA1995'THE 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
 LA1995'IN HOAGLAND, THENCE 1.0 MILES N ALONG EMANUEL ROAD TO STATION ON
 LA1995'RIGHT, ABOUT 112 YARDS S OF CENTER LINE OF FLATROCK ROAD, 77.0 FEET
 LA1995'SSW OF SW CORNER OF BRICK FOUNDATION OF FRAME HOUSE OF J. BECKMAN,
 LA1995'28 FEET E OF CENTER LINE OF EMANUEL ROAD, AND 1.0 FEET UNDERGROUND,
 LA1995'STANDARD DISKS STAMPED BECKMAN 1947 ARE SET IN MARKS.
 LA1995'
 LA1995'REFERENCE STAMPED BECKMAN NO 1 1947, PROJECTS 0.3 FOOT, IS 108.59
 LA1995'FEET OR 33.098 METERS E OF STATION, 22 FEET WSW OF SW CORNER OF
 LA1995'RED-TILE 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
 LA1995'HIGHER THAN SAME, 2.0 FEET N OF PROJECTED LINE OF FENCE FROM THE
 LA1995'WEST, AND 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
 LA1995'FOOT HIGHER THAN SAME, 8.7 FEET E OF CENTER OF 15-INCH CEDAR TREE
 LA1995'ON E END OF A ROW OF CEDARS, AND 4 FEET E OF PROJECTED PLANE OF E
 LA1995'WALL OF 2-STORY FRAME HOUSE JUST S OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0140 ***********************************************************************
 JA0140  DESIGNATION -  BEDFORD
 JA0140  PID         -  JA0140
 JA0140  STATE/COUNTY-  IN/LAWRENCE
 JA0140  USGS QUAD   -  BARTLETTSVILLE (1994)
 JA0140
 JA0140                         *CURRENT SURVEY CONTROL
 JA0140  ___________________________________________________________________
 JA0140* NAD 83(1997)-  38 52 30.43775(N)    086 29 52.72529(W)     ADJUSTED  
 JA0140* NAVD 88     -       225.612  (meters)     740.20   (feet)  ADJUSTED  
 JA0140  ___________________________________________________________________
 JA0140  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 JA0140  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JA0140  DYNAMIC HT  -         225.471 (meters)     739.73  (feet)  COMP
 JA0140  MODELED GRAV-     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
 JA0140.and adjusted by the National Geodetic Survey in June 1991..
 JA0140
 JA0140.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0140
 JA0140.The geoid height was determined by GEOID03.
 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;                    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;SPC IN E     -   402,961.936    27,861.828   MT  1.00003072   -0 31 18.4
 JA0140;SPC IN E     - 1,322,050.95     91,410.01   sFT  1.00003072   -0 31 18.4
 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!SPC IN E     -   0.99996979  x   1.00003072  =   1.00000050
 JA0140!UTM  16      -   0.99996979  x   0.99962335  =   0.99959315
 JA0140
 JA0140:                Primary Azimuth Mark                     Grid Az
 JA0140:SPC IN W     -  BEDFORD AZ MK                            027 06 06.8
 JA0140:SPC IN E     -  BEDFORD AZ MK                            027 59 27.8
 JA0140:UTM  16      -  BEDFORD AZ MK                            027 09 15.1
 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
 JA0140.Superseded values are not recommended for survey control.
 JA0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0140.See file dsdata.txt to determine how the superseded data were derived.
 JA0140
 JA0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4354703039(NAD 83)
 JA0140_MARKER: DS = TRIANGULATION STATION DISK
 JA0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0140_STAMPING: BEDFORD 1946
 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             NGS
 JA0140  HISTORY     - 1950     SEE DESCRIPTION  CGS
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1716 ***********************************************************************
 JA1716  DESIGNATION -  BEDFORD 2
 JA1716  PID         -  JA1716
 JA1716  STATE/COUNTY-  IN/LAWRENCE
 JA1716  USGS QUAD   -  BARTLETTSVILLE (1994)
 JA1716
 JA1716                         *CURRENT SURVEY CONTROL
 JA1716  ___________________________________________________________________
 JA1716* NAD 83(1997)-  38 52 30.72071(N)    086 29 53.86430(W)     ADJUSTED  
 JA1716* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 JA1716  ___________________________________________________________________
 JA1716  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 JA1716  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JA1716
 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.No horizontal observational check was made to the station.
 JA1716
 JA1716.The orthometric height was scaled from a topographic map.
 JA1716
 JA1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1716
 JA1716.The geoid height was determined by GEOID03.
 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;SPC IN E     -   402,970.911    27,834.452   MT  1.00003077   -0 31 19.1
 JA1716;SPC IN E     - 1,322,080.40     91,320.20   sFT  1.00003077   -0 31 19.1
 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!SPC IN E     -   0.99997006  x   1.00003077  =   1.00000083
 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:SPC IN E     -  BEDFORD MUNICIPAL TANK                   103 03 01.9
 JA1716:UTM  16      -  BEDFORD MUNICIPAL TANK                   102 12 49.2
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1716.See file dsdata.txt to determine how the superseded data were derived.
 JA1716
 JA1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4352003047(NAD 83)
 JA1716_MARKER: DS = TRIANGULATION STATION DISK
 JA1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1717 ***********************************************************************
 JA1717  DESIGNATION -  BEDFORD ALLISON FOUNDRY STACK
 JA1717  PID         -  JA1717
 JA1717  STATE/COUNTY-  IN/LAWRENCE
 JA1717  USGS QUAD   -  BARTLETTSVILLE (1994)
 JA1717
 JA1717                         *CURRENT SURVEY CONTROL
 JA1717  ___________________________________________________________________
 JA1717* NAD 83(1997)-  38 52 42.34656(N)    086 29 08.35781(W)     ADJUSTED  
 JA1717* NAVD 88     -                                                        
 JA1717  ___________________________________________________________________
 JA1717  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 JA1717  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JA1717
 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
 JA1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1717
 JA1717.The geoid height was determined by GEOID03.
 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;SPC IN E     -   403,319.496    28,934.595   MT  1.00002883   -0 30 50.7
 JA1717;SPC IN E     - 1,323,224.05     94,929.58   sFT  1.00002883   -0 30 50.7
 JA1717;UTM  16      - 4,303,411.620   544,614.283   MT  0.99962451   +0 19 22.2
 JA1717
 JA1717                          SUPERSEDED SURVEY CONTROL
 JA1717
 JA1717  NAD 83(1986)-  38 52 42.35190(N)    086 29 08.35892(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1717.See file dsdata.txt to determine how the superseded data were derived.
 JA1717
 JA1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4461403412(NAD 83)
 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 = OCTOBER  6, 2006
 JA0143 ***********************************************************************
 JA0143  DESIGNATION -  BEDFORD AZ MK
 JA0143  PID         -  JA0143
 JA0143  STATE/COUNTY-  IN/LAWRENCE
 JA0143  USGS QUAD   -  BARTLETTSVILLE (1994)
 JA0143
 JA0143                         *CURRENT SURVEY CONTROL
 JA0143  ___________________________________________________________________
 JA0143* NAD 83(1986)-  38 52 43.     (N)    086 29 45.     (W)     SCALED    
 JA0143* NAVD 88     -       222.430  (meters)     729.76   (feet)  ADJUSTED  
 JA0143  ___________________________________________________________________
 JA0143  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JA0143  DYNAMIC HT  -         222.292 (meters)     729.30  (feet)  COMP
 JA0143  MODELED GRAV-     980,000.6   (mgal)                       NAVD 88
 JA0143
 JA0143  VERT ORDER  -  FIRST     CLASS II
 JA0143
 JA0143.The horizontal coordinates were scaled from a topographic map and have
 JA0143.an estimated accuracy of +/- 6 seconds.
 JA0143
 JA0143.The orthometric height was determined by differential leveling
 JA0143.and adjusted by the National Geodetic Survey in June 1991..
 JA0143
 JA0143.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0143.See file dsdata.txt to determine how the superseded data were derived.
 JA0143
 JA0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ437034(NAD 83)
 JA0143_MARKER: DZ = AZIMUTH MARK DISK
 JA0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0143_STAMPING: BEDFORD 1946
 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             NGS
 JA0143
 JA0143                          STATION DESCRIPTION
 JA0143
 JA0143'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1712 ***********************************************************************
 JA1712  DESIGNATION -  BEDFORD MUNICIPAL TANK
 JA1712  PID         -  JA1712
 JA1712  STATE/COUNTY-  IN/LAWRENCE
 JA1712  USGS QUAD   -  BEDFORD EAST (1978)
 JA1712
 JA1712                         *CURRENT SURVEY CONTROL
 JA1712  ___________________________________________________________________
 JA1712* NAD 83(1997)-  38 52 22.40759(N)    086 29 06.02426(W)     ADJUSTED  
 JA1712* NAVD 88     -                                                        
 JA1712  ___________________________________________________________________
 JA1712  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 JA1712  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JA1712
 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
 JA1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1712
 JA1712.The geoid height was determined by GEOID03.
 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;SPC IN E     -   402,704.141    28,985.330   MT  1.00002874   -0 30 49.0
 JA1712;SPC IN E     - 1,321,205.17     95,096.04   sFT  1.00002874   -0 30 49.0
 JA1712;UTM  16      - 4,302,797.320   544,673.976   MT  0.99962457   +0 19 23.6
 JA1712
 JA1712                          SUPERSEDED SURVEY CONTROL
 JA1712
 JA1712  NAD 83(1986)-  38 52 22.41290(N)    086 29 06.02534(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1712.See file dsdata.txt to determine how the superseded data were derived.
 JA1712
 JA1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4467402797(NAD 83)
 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 = OCTOBER  6, 2006
 JA0141 ***********************************************************************
 JA0141  DESIGNATION -  BEDFORD RM 1
 JA0141  PID         -  JA0141
 JA0141  STATE/COUNTY-  IN/LAWRENCE
 JA0141  USGS QUAD   -  BARTLETTSVILLE (1994)
 JA0141
 JA0141                         *CURRENT SURVEY CONTROL
 JA0141  ___________________________________________________________________
 JA0141* NAD 83(1986)-  38 52 30.     (N)    086 29 52.     (W)     SCALED    
 JA0141* NAVD 88     -       225.311  (meters)     739.21   (feet)  ADJUSTED  
 JA0141  ___________________________________________________________________
 JA0141  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JA0141  DYNAMIC HT  -         225.171 (meters)     738.75  (feet)  COMP
 JA0141  MODELED GRAV-     980,000.5   (mgal)                       NAVD 88
 JA0141
 JA0141  VERT ORDER  -  FIRST     CLASS II
 JA0141
 JA0141.The horizontal coordinates were scaled from a topographic map and have
 JA0141.an estimated accuracy of +/- 6 seconds.
 JA0141
 JA0141.The orthometric height was determined by differential leveling
 JA0141.and adjusted by the National Geodetic Survey in June 1991..
 JA0141
 JA0141.The geoid height was determined by GEOID03.
 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     -   402,780.      950,810.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0141.See file dsdata.txt to determine how the superseded data were derived.
 JA0141
 JA0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ435030(NAD 83)
 JA0141_MARKER: DR = REFERENCE MARK DISK
 JA0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0141_STAMPING: BEDFORD NO 1 1946
 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             NGS
 JA0141
 JA0141                          STATION DESCRIPTION
 JA0141
 JA0141'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0142 ***********************************************************************
 JA0142  DESIGNATION -  BEDFORD RM 2
 JA0142  PID         -  JA0142
 JA0142  STATE/COUNTY-  IN/LAWRENCE
 JA0142  USGS QUAD   -  BARTLETTSVILLE (1994)
 JA0142
 JA0142                         *CURRENT SURVEY CONTROL
 JA0142  ___________________________________________________________________
 JA0142* NAD 83(1986)-  38 52 30.     (N)    086 29 52.     (W)     SCALED    
 JA0142* NAVD 88     -       225.198  (meters)     738.84   (feet)  ADJUSTED  
 JA0142  ___________________________________________________________________
 JA0142  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JA0142  DYNAMIC HT  -         225.058 (meters)     738.38  (feet)  COMP
 JA0142  MODELED GRAV-     980,000.5   (mgal)                       NAVD 88
 JA0142
 JA0142  VERT ORDER  -  FIRST     CLASS II
 JA0142
 JA0142.The horizontal coordinates were scaled from a topographic map and have
 JA0142.an estimated accuracy of +/- 6 seconds.
 JA0142
 JA0142.The orthometric height was determined by differential leveling
 JA0142.and adjusted by the National Geodetic Survey in June 1991..
 JA0142
 JA0142.The geoid height was determined by GEOID03.
 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     -   402,780.      950,810.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0142.See file dsdata.txt to determine how the superseded data were derived.
 JA0142
 JA0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ435030(NAD 83)
 JA0142_MARKER: DR = REFERENCE MARK DISK
 JA0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0142_STAMPING: BEDFORD NO 2 1946
 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             NGS
 JA0142
 JA0142                          STATION DESCRIPTION
 JA0142
 JA0142'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1713 ***********************************************************************
 JA1713  DESIGNATION -  BEDFORD ST VIN DE PAUL CATH CH
 JA1713  PID         -  JA1713
 JA1713  STATE/COUNTY-  IN/LAWRENCE
 JA1713  USGS QUAD   -  BEDFORD EAST (1978)
 JA1713
 JA1713                         *CURRENT SURVEY CONTROL
 JA1713  ___________________________________________________________________
 JA1713* NAD 83(1997)-  38 51 31.75241(N)    086 28 58.40077(W)     ADJUSTED  
 JA1713* NAVD 88     -                                                        
 JA1713  ___________________________________________________________________
 JA1713  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 JA1713  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 JA1713
 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
 JA1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1713
 JA1713.The geoid height was determined by GEOID03.
 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;SPC IN E     -   401,140.464    29,155.135   MT  1.00002845   -0 30 43.6
 JA1713;SPC IN E     - 1,316,075.01     95,653.14   sFT  1.00002845   -0 30 43.6
 JA1713;UTM  16      - 4,301,236.920   544,866.519   MT  0.99962479   +0 19 28.0
 JA1713
 JA1713                          SUPERSEDED SURVEY CONTROL
 JA1713
 JA1713  NAD 83(1986)-  38 51 31.75773(N)    086 28 58.40210(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1713.See file dsdata.txt to determine how the superseded data were derived.
 JA1713
 JA1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4486701237(NAD 83)
 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 = OCTOBER  6, 2006
 JA2121 ***********************************************************************
 JA2121  DESIGNATION -  BEDPORT
 JA2121  PID         -  JA2121
 JA2121  STATE/COUNTY-  IN/LAWRENCE
 JA2121  USGS QUAD   -  BEDFORD EAST (1978)
 JA2121
 JA2121                         *CURRENT SURVEY CONTROL
 JA2121  ___________________________________________________________________
 JA2121* NAD 83(1997)-  38 50 18.71963(N)    086 26 28.71767(W)     ADJUSTED  
 JA2121* NAVD 88     -       220.7    (meters)     724.     (feet)  VERTCON   
 JA2121  ___________________________________________________________________
 JA2121  X           -     308,786.350 (meters)                     COMP
 JA2121  Y           -  -4,965,141.774 (meters)                     COMP
 JA2121  Z           -   3,978,488.343 (meters)                     COMP
 JA2121  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 JA2121  ELLIP HEIGHT-         187.50  (meters)          (05/25/99) GPS OBS
 JA2121  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JA2121
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA2121
 JA2121.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2121
 JA2121.The ellipsoidal height was determined by GPS observations
 JA2121.and is referenced to NAD 83.
 JA2121
 JA2121.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          724.     (f) GPS OBS        
 JA2121
 JA2121.Superseded values are not recommended for survey control.
 JA2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2121.See file dsdata.txt to determine how the superseded data were derived.
 JA2121
 JA2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4848899007(NAD 83)
 JA2121_MARKER: DH = HORIZONTAL CONTROL DISK
 JA2121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2121_SP_SET: CONCRETE POST
 JA2121_STAMPING: BEDPORT 1986
 JA2121_MARK LOGO: NGS   
 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 - November 12, 2003
 JA2121
 JA2121  HISTORY     - Date     Condition        Report By
 JA2121  HISTORY     - 1988     MONUMENTED       NGS
 JA2121  HISTORY     - 20031112 GOOD             SEC
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2122 ***********************************************************************
 JA2122  DESIGNATION -  BEDPORT AZ MK
 JA2122  PID         -  JA2122
 JA2122  STATE/COUNTY-  IN/LAWRENCE
 JA2122  USGS QUAD   -  BEDFORD EAST (1978)
 JA2122
 JA2122                         *CURRENT SURVEY CONTROL
 JA2122  ___________________________________________________________________
 JA2122* NAD 83(1997)-  38 50 27.69298(N)    086 26 45.35706(W)     ADJUSTED  
 JA2122* NAVD 88     -       218.8    (meters)     718.     (feet)  VERTCON   
 JA2122  ___________________________________________________________________
 JA2122  X           -     308,374.962 (meters)                     COMP
 JA2122  Y           -  -4,964,991.998 (meters)                     COMP
 JA2122  Z           -   3,978,702.700 (meters)                     COMP
 JA2122  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 JA2122  ELLIP HEIGHT-         185.62  (meters)          (05/25/99) GPS OBS
 JA2122  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JA2122
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA2122
 JA2122.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2122
 JA2122.The ellipsoidal height was determined by GPS observations
 JA2122.and is referenced to NAD 83.
 JA2122
 JA2122.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          718.     (f) GPS OBS        
 JA2122
 JA2122.Superseded values are not recommended for survey control.
 JA2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2122.See file dsdata.txt to determine how the superseded data were derived.
 JA2122
 JA2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4808599281(NAD 83)
 JA2122_MARKER: DR = REFERENCE MARK DISK
 JA2122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2122_SP_SET: CONCRETE POST
 JA2122_STAMPING: BEDPORT 1986
 JA2122_MARK LOGO: NGS   
 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 - 1988
 JA2122
 JA2122  HISTORY     - Date     Condition        Report By
 JA2122  HISTORY     - 1988     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0423 ***********************************************************************
 JA0423  DESIGNATION -  BEECH
 JA0423  PID         -  JA0423
 JA0423  STATE/COUNTY-  IN/CRAWFORD
 JA0423  USGS QUAD   -  BEECHWOOD (1993)
 JA0423
 JA0423                         *CURRENT SURVEY CONTROL
 JA0423  ___________________________________________________________________
 JA0423* NAD 83(1997)-  38 12 20.65679(N)    086 25 00.33637(W)     ADJUSTED  
 JA0423* NAVD 88     -       215.694  (meters)     707.66   (feet)  ADJUSTED  
 JA0423  ___________________________________________________________________
 JA0423  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 JA0423  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 JA0423  DYNAMIC HT  -         215.543 (meters)     707.16  (feet)  COMP
 JA0423  MODELED GRAV-     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
 JA0423.and adjusted by the National Geodetic Survey in June 1991..
 JA0423
 JA0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0423
 JA0423.The geoid height was determined by GEOID03.
 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;                    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     -  LEAVENWORTH MUNICIPAL TANK               093 14 09.3
 JA0423:UTM  16      -  LEAVENWORTH MUNICIPAL TANK               093 17 14.9
 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
 JA0423.Superseded values are not recommended for survey control.
 JA0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0423.See file dsdata.txt to determine how the superseded data were derived.
 JA0423
 JA0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5106428803(NAD 83)
 JA0423_MARKER: DB = BENCH MARK DISK
 JA0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0423_STAMPING: BEECH 1947
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 HA0735 ***********************************************************************
 HA0735  DESIGNATION -  BEECH
 HA0735  PID         -  HA0735
 HA0735  STATE/COUNTY-  IN/SPENCER
 HA0735  USGS QUAD   -  RICHLAND CITY (1980)
 HA0735
 HA0735                         *CURRENT SURVEY CONTROL
 HA0735  ___________________________________________________________________
 HA0735* NAD 83(1997)-  37 54 07.85994(N)    087 10 11.59172(W)     ADJUSTED  
 HA0735* NAVD 88     -       131.807  (meters)     432.44   (feet)  ADJUSTED  
 HA0735  ___________________________________________________________________
 HA0735  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 HA0735  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 HA0735  DYNAMIC HT  -         131.718 (meters)     432.14  (feet)  COMP
 HA0735  MODELED GRAV-     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
 HA0735.and adjusted by the National Geodetic Survey in June 1991..
 HA0735
 HA0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA0735
 HA0735.The geoid height was determined by GEOID03.
 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;                    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     -   0.99998419  x   0.99996738  =   0.99995157
 HA0735!UTM  16      -   0.99998419  x   0.99960275  =   0.99958694
 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
 HA0735.Superseded values are not recommended for survey control.
 HA0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0735.See file dsdata.txt to determine how the superseded data were derived.
 HA0735
 HA0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG8506594976(NAD 83)
 HA0735_MARKER: DR = REFERENCE MARK DISK
 HA0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0735_STAMPING: BEECH 1945
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 JA0426 ***********************************************************************
 JA0426  DESIGNATION -  BEECH AZ MK
 JA0426  PID         -  JA0426
 JA0426  STATE/COUNTY-  IN/CRAWFORD
 JA0426  USGS QUAD   -  BEECHWOOD (1993)
 JA0426
 JA0426                         *CURRENT SURVEY CONTROL
 JA0426  ___________________________________________________________________
 JA0426* NAD 83(1986)-  38 12 16.     (N)    086 24 47.     (W)     SCALED    
 JA0426* NAVD 88     -       212.518  (meters)     697.24   (feet)  ADJUSTED  
 JA0426  ___________________________________________________________________
 JA0426  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JA0426  DYNAMIC HT  -         212.368 (meters)     696.74  (feet)  COMP
 JA0426  MODELED GRAV-     979,921.7   (mgal)                       NAVD 88
 JA0426
 JA0426  VERT ORDER  -  FIRST     CLASS II
 JA0426
 JA0426.The horizontal coordinates were scaled from a topographic map and have
 JA0426.an estimated accuracy of +/- 6 seconds.
 JA0426
 JA0426.The orthometric height was determined by differential leveling
 JA0426.and adjusted by the National Geodetic Survey in June 1991..
 JA0426
 JA0426.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0426.See file dsdata.txt to determine how the superseded data were derived.
 JA0426
 JA0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH513286(NAD 83)
 JA0426_MARKER: DZ = AZIMUTH MARK DISK
 JA0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0426_STAMPING: BEECH 1947
 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             NGS
 JA0426
 JA0426                          STATION DESCRIPTION
 JA0426
 JA0426'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0425 ***********************************************************************
 JA0425  DESIGNATION -  BEECH RM 1
 JA0425  PID         -  JA0425
 JA0425  STATE/COUNTY-  IN/CRAWFORD
 JA0425  USGS QUAD   -  BEECHWOOD (1993)
 JA0425
 JA0425                         *CURRENT SURVEY CONTROL
 JA0425  ___________________________________________________________________
 JA0425* NAD 83(1986)-  38 12 20.     (N)    086 25 00.     (W)     SCALED    
 JA0425* NAVD 88     -       215.984  (meters)     708.61   (feet)  ADJUSTED  
 JA0425  ___________________________________________________________________
 JA0425  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 JA0425  DYNAMIC HT  -         215.832 (meters)     708.11  (feet)  COMP
 JA0425  MODELED GRAV-     979,921.5   (mgal)                       NAVD 88
 JA0425
 JA0425  VERT ORDER  -  FIRST     CLASS II
 JA0425
 JA0425.The horizontal coordinates were scaled from a topographic map and have
 JA0425.an estimated accuracy of +/- 6 seconds.
 JA0425
 JA0425.The orthometric height was determined by differential leveling
 JA0425.and adjusted by the National Geodetic Survey in June 1991..
 JA0425
 JA0425.The geoid height was determined by GEOID03.
 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     -   328,520.      958,390.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0425.See file dsdata.txt to determine how the superseded data were derived.
 JA0425
 JA0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH510287(NAD 83)
 JA0425_MARKER: DR = REFERENCE MARK DISK
 JA0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0425_STAMPING: BEECH NO 1 1947
 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             NGS
 JA0425
 JA0425                          STATION DESCRIPTION
 JA0425
 JA0425'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA0734 ***********************************************************************
 HA0734  DESIGNATION -  BEECH RM 1
 HA0734  PID         -  HA0734
 HA0734  STATE/COUNTY-  IN/SPENCER
 HA0734  USGS QUAD   -  RICHLAND CITY (1980)
 HA0734
 HA0734                         *CURRENT SURVEY CONTROL
 HA0734  ___________________________________________________________________
 HA0734* NAD 83(1986)-  37 54 07.     (N)    087 10 11.     (W)     SCALED    
 HA0734* NAVD 88     -       129.084  (meters)     423.50   (feet)  ADJUSTED  
 HA0734  ___________________________________________________________________
 HA0734  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 HA0734  DYNAMIC HT  -         128.997 (meters)     423.22  (feet)  COMP
 HA0734  MODELED GRAV-     979,951.8   (mgal)                       NAVD 88
 HA0734
 HA0734  VERT ORDER  -  FIRST     CLASS II
 HA0734
 HA0734.The horizontal coordinates were scaled from a topographic map and have
 HA0734.an estimated accuracy of +/- 6 seconds.
 HA0734
 HA0734.The orthometric height was determined by differential leveling
 HA0734.and adjusted by the National Geodetic Survey in June 1991..
 HA0734
 HA0734.The geoid height was determined by GEOID03.
 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     -   294,610.      892,400.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0734.See file dsdata.txt to determine how the superseded data were derived.
 HA0734
 HA0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG850949(NAD 83)
 HA0734_MARKER: DR = REFERENCE MARK DISK
 HA0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0734_STAMPING: BEECH NO 1 1945
 HA0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0734+STABILITY: SURFACE MOTION
 HA0734
 HA0734  HISTORY     - Date     Condition        Report By
 HA0734  HISTORY     - 1945     MONUMENTED       CGS
 HA0734  HISTORY     - 1965     GOOD             NGS
 HA0734  HISTORY     - 1988     GOOD             USPSQD
 HA0734
 HA0734                          STATION DESCRIPTION
 HA0734
 HA0734'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0424 ***********************************************************************
 JA0424  DESIGNATION -  BEECH RM 2
 JA0424  PID         -  JA0424
 JA0424  STATE/COUNTY-  IN/CRAWFORD
 JA0424  USGS QUAD   -  BEECHWOOD (1993)
 JA0424
 JA0424                         *CURRENT SURVEY CONTROL
 JA0424  ___________________________________________________________________
 JA0424* NAD 83(1986)-  38 12 20.     (N)    086 25 00.     (W)     SCALED    
 JA0424* NAVD 88     -       215.750  (meters)     707.84   (feet)  ADJUSTED  
 JA0424  ___________________________________________________________________
 JA0424  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 JA0424  DYNAMIC HT  -         215.598 (meters)     707.34  (feet)  COMP
 JA0424  MODELED GRAV-     979,921.5   (mgal)                       NAVD 88
 JA0424
 JA0424  VERT ORDER  -  FIRST     CLASS II
 JA0424
 JA0424.The horizontal coordinates were scaled from a topographic map and have
 JA0424.an estimated accuracy of +/- 6 seconds.
 JA0424
 JA0424.The orthometric height was determined by differential leveling
 JA0424.and adjusted by the National Geodetic Survey in June 1991..
 JA0424
 JA0424.The geoid height was determined by GEOID03.
 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     -   328,520.      958,390.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0424.See file dsdata.txt to determine how the superseded data were derived.
 JA0424
 JA0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH510287(NAD 83)
 JA0424_MARKER: DR = REFERENCE MARK DISK
 JA0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0424_STAMPING: BEECH NO 2 1947
 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             NGS
 JA0424
 JA0424                          STATION DESCRIPTION
 JA0424
 JA0424'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA0736 ***********************************************************************
 HA0736  DESIGNATION -  BEECH RM 2
 HA0736  PID         -  HA0736
 HA0736  STATE/COUNTY-  IN/SPENCER
 HA0736  USGS QUAD   -  RICHLAND CITY (1980)
 HA0736
 HA0736                         *CURRENT SURVEY CONTROL
 HA0736  ___________________________________________________________________
 HA0736* NAD 83(1986)-  37 54 07.     (N)    087 10 11.     (W)     SCALED    
 HA0736* NAVD 88     -       130.114  (meters)     426.88   (feet)  ADJUSTED  
 HA0736  ___________________________________________________________________
 HA0736  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 HA0736  DYNAMIC HT  -         130.026 (meters)     426.59  (feet)  COMP
 HA0736  MODELED GRAV-     979,951.8   (mgal)                       NAVD 88
 HA0736
 HA0736  VERT ORDER  -  FIRST     CLASS II
 HA0736
 HA0736.The horizontal coordinates were scaled from a topographic map and have
 HA0736.an estimated accuracy of +/- 6 seconds.
 HA0736
 HA0736.The orthometric height was determined by differential leveling
 HA0736.and adjusted by the National Geodetic Survey in June 1991..
 HA0736
 HA0736.The geoid height was determined by GEOID03.
 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.      892,400.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0736.See file dsdata.txt to determine how the superseded data were derived.
 HA0736
 HA0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG850949(NAD 83)
 HA0736_MARKER: DR = REFERENCE MARK DISK
 HA0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0736_STAMPING: BEECH NO 2 1945
 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             NGS
 HA0736  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HA0736
 HA0736                          STATION DESCRIPTION
 HA0736
 HA0736'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1730 ***********************************************************************
 MD1730  DESIGNATION -  BELLOWS
 MD1730  PID         -  MD1730
 MD1730  STATE/COUNTY-  IN/ELKHART
 MD1730  USGS QUAD   -  MOTTVILLE (1992)
 MD1730
 MD1730                         *CURRENT SURVEY CONTROL
 MD1730  ___________________________________________________________________
 MD1730* NAD 83(1997)-  41 45 33.11541(N)    085 49 39.75659(W)     ADJUSTED  
 MD1730* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 MD1730  ___________________________________________________________________
 MD1730  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 MD1730  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 MD1730
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1730
 MD1730.The geoid height was determined by GEOID03.
 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     -   0.99996776  x   0.99996887  =   0.99993663
 MD1730!UTM  16      -   0.99996776  x   0.99971686  =   0.99968463
 MD1730
 MD1730:                Primary Azimuth Mark                     Grid Az
 MD1730:SPC IN E     -  BELLOWS AZ MK                            000 26 39.4
 MD1730:UTM  16      -  BELLOWS AZ MK                            359 33 22.4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1730.See file dsdata.txt to determine how the superseded data were derived.
 MD1730
 MD1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9745223705(NAD 83)
 MD1730_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 MD1730'LINE.  IT IS IN THE EAST-WEST BOUNDARY FENCE LINE 65 FEET WEST OF THE
 MD1730'CENTER OF THE ROAD AND 4 FEET EAST OF
 MD1730'A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD1730'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
 MD1730'IS 27 FEET WEST OF THE CENTER OF THE ROAD.  THE MARK PROJECTS ABOUT
 MD1730'4 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.
 MD1730'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BELLOWS NO 2
 MD1730'1947.
 MD1730'
 MD1730'AZIMUTH MARK IS 0.2 MILE NORTH OF THE STATION.  IT IS 75 FEET
 MD1730'SOUTHEAST OF THE SOUTHEAST CORNER OF
 MD1730'MR. BELLOWS HOUSE, 70 FEET WEST OF THE CENTER OF THE ROAD, 17 FEET
 MD1730'NORTH OF THE CENTER OF THE DRIVEWAY
 MD1730'AND 2.5 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 MD1730'4 INCHES AND THE DISK IS STAMPED BELLOWS
 MD1730'1947.
 MD1730'
 MD1730'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 120
 MD1730'AND A PAVED ROAD NORTH IN
 MD1730'BRISTOL, GO NORTH ON PAVED ROAD FOR 0.25 MILE TO A FORK, TAKE LEFT
 MD1730'FORK AND GO 2.0 MILES TO A FORK,
 MD1730'TAKE RIGHT FORK AND GO NORTH 0.4 MILE TO THE INDIANA-MICHIGAN STATE
 MD1730'LINE AND STATION AS DESCRIBED, CONTINUE
 MD1730'NORTH 0.2 MILE TO MR. BELLOWS HOUSE ON THE LEFT AND
 MD1730'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.
 MD1730'
 MD1730'BELLOWS NO. 1 1947 FOUND AS DESCRIBED.
 MD1730'
 MD1730'BELLOWS NO. 2 1947 FOUND AS DESCRIBED.
 MD1730'
 MD1730'AZIMUTH MARK SEARCHED FOR BUT NOT FOUND.  RECENT SUBDIVISION
 MD1730'DEVELOPMENT IN AREA.
 MD1730'
 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 = OCTOBER  6, 2006
 ME2572 ***********************************************************************
 ME2572  DESIGNATION -  BELSHAW
 ME2572  PID         -  ME2572
 ME2572  STATE/COUNTY-  IN/LAKE
 ME2572  USGS QUAD   -  LOWELL (1992)
 ME2572
 ME2572                         *CURRENT SURVEY CONTROL
 ME2572  ___________________________________________________________________
 ME2572* NAD 83(1997)-  41 15 12.75585(N)    087 28 02.64892(W)     ADJUSTED  
 ME2572* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 ME2572  ___________________________________________________________________
 ME2572  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 ME2572  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 ME2572
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2572
 ME2572.The geoid height was determined by GEOID03.
 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;SPC IL E     -   509,560.325   372,573.905   MT  1.00003980   +0 34 15.6
 ME2572;SPC IL E     - 1,671,782.50  1,222,352.89   sFT  1.00003980   +0 34 15.6
 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!SPC IL E     -   0.99997248  x   1.00003980  =   1.00001228
 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:SPC IL E     -  BELSHAW AZ MK                            000 27 45.0
 ME2572:UTM  16      -  BELSHAW AZ MK                            001 20 30.1
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2572.See file dsdata.txt to determine how the superseded data were derived.
 ME2572
 ME2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6084267009(NAD 83)
 ME2572_MARKER: DS = TRIANGULATION STATION DISK
 ME2572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2572'OF U.S. HIGHWAY 41 AND STATE HIGHWAY 2 (WEST) AND A PAVED ROAD (EAST)
 ME2572'IN AN ISLAND BETWEEN THE EAST AND
 ME2572'WEST LANE OF HIGHWAY 41.  IT IS 575 FEET NORTH OF THE INTERSECTION,
 ME2572'41 FEET WEST OF THE CENTER OF THE EAST LANE OF
 ME2572'THE HIGHWAY, 33 FEET SOUTH OF
 ME2572'THE CENTER OF A CONNECTING LANE AND 30 FEET EAST OF THE CENTER OF
 ME2572'THE WEST LANE OF THE HIGHWAY.  THE
 ME2572'MARK IS FLUSH AND THE DISK IS STAMPED BELSHAW 1952.
 ME2572'
 ME2572'REFERENCE MARK NO. 1 IS 18 FEET WEST OF THE CENTER OF THE EAST LANE
 ME2572'OF THE HIGHWAY.  THE MARK IS
 ME2572'FLUSH AND THE DISK IS STAMPED BELSHAW NO 1 1952.
 ME2572'
 ME2572'REFERENCE MARK NO. 2 IS 22 FEET WEST OF THE CENTER OF THE EAST LANE
 ME2572'OF THE HIGHWAY.  THE MARK IS
 ME2572'FLUSH AND THE DISK IS STAMPED BELSHAW NO 2 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
 ME2572'EAST LANE OF THE HIGHWAY, 10 FEET SOUTH OF THE CENTER OF A DRIVEWAY
 ME2572'AND 2 FEET NORTHWEST OF A POWER LINE
 ME2572'POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 ME2572'STAMPED BELSHAW 1952.
 ME2572'
 ME2572'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON U.S. HIGHWAY
 ME2572'41 FOR 0.45 MILE TO THE MARK ON
 ME2572'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
 ME2572'GOOD WITH THE
 ME2572'BELOW CHANGES.
 ME2572'
 ME2572'THE STATION MARK IS 18 FEET SOUTH OF THE CENTERLINE OF THE
 ME2572'CROSSOVER INSTEAD
 ME2572'OF 33 FEET, AND 1 FOOT BELOW THE SURFACE OF THE
 ME2572'GROUND.
 ME2572'
 ME2572'REFERENCE MARK 1 IS 39 FEET NORTH OF THE CENTERLINE OF THE
 ME2572'CROSSOVER AND
 ME2572'ABOUT 3 INCHES UNDERGROUND.
 ME2572'
 ME2572'THE AZIMUTH MARK IS 2 FEET WEST OF A POWER POLE AND 1 FOOT
 ME2572'NORTHWEST OF A
 ME2572'METAL WITNESS POST.
 ME2572'
 ME2572'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 4 MILES NORTH OF
 ME2572'SCHNEIDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ2253 ***********************************************************************
 HZ2253  DESIGNATION -  BEND
 HZ2253  PID         -  HZ2253
 HZ2253  STATE/COUNTY-  IN/HARRISON
 HZ2253  USGS QUAD   -  LANESVILLE (1993)
 HZ2253
 HZ2253                         *CURRENT SURVEY CONTROL
 HZ2253  ___________________________________________________________________
 HZ2253* NAD 83(1997)-  38 09 53.29503(N)    085 56 26.36376(W)     ADJUSTED  
 HZ2253* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 HZ2253  ___________________________________________________________________
 HZ2253  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 HZ2253  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 HZ2253
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2253
 HZ2253.The geoid height was determined by GEOID03.
 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     -   0.99996237  x   0.99997376  =   0.99993613
 HZ2253!UTM  16      -   0.99996237  x   0.99970606  =   0.99966844
 HZ2253
 HZ2253:                Primary Azimuth Mark                     Grid Az
 HZ2253:SPC IN E     -  BEND AZ MK                               005 26 42.9
 HZ2253:UTM  16      -  BEND AZ MK                               004 37 16.7
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2253.See file dsdata.txt to determine how the superseded data were derived.
 HZ2253
 HZ2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9280024631(NAD 83)
 HZ2253_MARKER: DS = TRIANGULATION STATION DISK
 HZ2253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA2051 ***********************************************************************
 JA2051  DESIGNATION -  BENDER
 JA2051  PID         -  JA2051
 JA2051  STATE/COUNTY-  IN/POSEY
 JA2051  USGS QUAD   -  POSEYVILLE (1980)
 JA2051
 JA2051                         *CURRENT SURVEY CONTROL
 JA2051  ___________________________________________________________________
 JA2051* NAD 83(1997)-  38 11 38.66957(N)    087 46 51.95171(W)     ADJUSTED  
 JA2051* NAVD 88     -       144.7    (meters)     475.     (feet)  VERTCON   
 JA2051  ___________________________________________________________________
 JA2051  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 JA2051  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 JA2051
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2051
 JA2051.The geoid height was determined by GEOID03.
 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     -   0.99998217  x   1.00001266  =   0.99999483
 JA2051!UTM  16      -   0.99998217  x   0.99965761  =   0.99963979
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2051.See file dsdata.txt to determine how the superseded data were derived.
 JA2051
 JA2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3160227637(NAD 83)
 JA2051_MARKER: DS = TRIANGULATION STATION DISK
 JA2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA2051'STEWARTSVILLE, ABOUT 2 MILES NORTH OF POSEYVILLE AND
 JA2051'ABOUT 0.75 MILES SOUTH OF THE
 JA2051'GIBSON-POSEY COUNTY LINE.
 JA2051'
 JA2051'TO REACH THE STATION FROM THE POST OFFICE IN POSEYVILLE, GO EAST ON
 JA2051'STATE HIGHWAY 68 (MAIN
 JA2051'STREET) FOR 0.15 MILE, TURN LEFT, GO NORTH ON STATE
 JA2051'HIGHWAY 68 FOR 0.1 MILE TO POINT
 JA2051'WHERE STATE HIGHWAY 68 CURVES TO THE
 JA2051'RIGHT.  CONTINUE NORTH ON BLACKTOP ROAD FOR 1.4
 JA2051'MILES TO A CROSSROAD,
 JA2051'CONTINUE NORTH FOR 0.15 MILE TO TOP OF GRADE AND THE STATION ON
 JA2051'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
 JA2051'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 JA2051'BENDER 1961.  THE MARK IS 157 FEET
 JA2051'SOUTH OF CENTER OF DRIVEWAY, 27
 JA2051'FEET WEST OF CENTER OF ROAD, 22.5 FEET
 JA2051'NORTH-NORTHWEST OF A TELEPHONE
 JA2051'POLE, 12 FEET SOUTH OF FENCE CORNER, 5 FEET SOUTHEAST OF
 JA2051'A TRIANGLE
 JA2051'BLAZED WALNUT TREE, 3.1 FEET WEST OF WITNESS POST AND 2.4 FEET WEST
 JA2051'OF FENCE.
 JA2051'
 JA2051'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 JA2051'SQUARE CONCRETE POST
 JA2051'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 JA2051'IS STAMPED BENDER NO 1 1961.
 JA2051'THE MARK IS 142 FEET SOUTH OF CENTER OF
 JA2051'DRIVEWAY, 37 FEET NORTH OF TELEPHONE POLE, 25
 JA2051'FEET WEST OF CENTER OF
 JA2051'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
 JA2051'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 JA2051'IS STAMPED BENDER NO 2 1961.
 JA2051'THE MARK IS 33 FEET SOUTH OF FENCE
 JA2051'CORNER, 26 FEET WEST OF CENTER OF ROAD, 1.5 FEET
 JA2051'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.
 JA2051'
 JA2051'THE STATION IS ADEQUATELY DESCRIBED AND THE TO REACH IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0102 ***********************************************************************
 ME0102  DESIGNATION -  BENDIX
 ME0102  PID         -  ME0102
 ME0102  STATE/COUNTY-  IN/ST JOSEPH
 ME0102  USGS QUAD   -  SOUTH BEND WEST (1986)
 ME0102
 ME0102                         *CURRENT SURVEY CONTROL
 ME0102  ___________________________________________________________________
 ME0102* NAD 83(1997)-  41 42 00.71875(N)    086 18 38.11912(W)     ADJUSTED  
 ME0102* NAVD 88     -       233.787  (meters)     767.02   (feet)  ADJUSTED  
 ME0102  ___________________________________________________________________
 ME0102  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 ME0102  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 ME0102  DYNAMIC HT  -         233.698 (meters)     766.72  (feet)  COMP
 ME0102  MODELED GRAV-     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
 ME0102.and adjusted by the National Geodetic Survey in June 1991..
 ME0102
 ME0102.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME0102
 ME0102.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 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
 ME0102.Superseded values are not recommended for survey control.
 ME0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0102.See file dsdata.txt to determine how the superseded data were derived.
 ME0102
 ME0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5736316720(NAD 83)
 ME0102_MARKER: DS = TRIANGULATION STATION DISK
 ME0102_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0102_SP_SET: BUILDING
 ME0102_STAMPING: BENDIX 1952
 ME0102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  6, 2006
 ME0101 ***********************************************************************
 ME0101  DESIGNATION -  BENDIX AZ MK
 ME0101  PID         -  ME0101
 ME0101  STATE/COUNTY-  IN/ST JOSEPH
 ME0101  USGS QUAD   -  SOUTH BEND WEST (1986)
 ME0101
 ME0101                         *CURRENT SURVEY CONTROL
 ME0101  ___________________________________________________________________
 ME0101* NAD 83(1986)-  41 41 49.     (N)    086 18 42.     (W)     SCALED    
 ME0101* NAVD 88     -       232.472  (meters)     762.70   (feet)  ADJUSTED  
 ME0101  ___________________________________________________________________
 ME0101  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME0101  DYNAMIC HT  -         232.384 (meters)     762.41  (feet)  COMP
 ME0101  MODELED GRAV-     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 topographic map and have
 ME0101.an estimated accuracy of +/- 6 seconds.
 ME0101
 ME0101.The orthometric height was determined by differential leveling
 ME0101.and adjusted by the National Geodetic Survey in June 1991..
 ME0101
 ME0101.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0101.See file dsdata.txt to determine how the superseded data were derived.
 ME0101
 ME0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM572163(NAD 83)
 ME0101_MARKER: DZ = AZIMUTH MARK DISK
 ME0101_SETTING: 0 = UNSPECIFIED SETTING
 ME0101_STAMPING: BENDIX 1952
 ME0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0101
 ME0101  HISTORY     - Date     Condition        Report By
 ME0101  HISTORY     - 1952     MONUMENTED       CGS
 ME0101  HISTORY     - 1958     GOOD             NGS
 ME0101  HISTORY     - 1970     GOOD             NGS
 ME0101
 ME0101                          STATION DESCRIPTION
 ME0101
 ME0101'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2238 ***********************************************************************
 ME2238  DESIGNATION -  BENDIX FLD ST JOSEPH APT BCN
 ME2238  PID         -  ME2238
 ME2238  STATE/COUNTY-  IN/ST JOSEPH
 ME2238  USGS QUAD   -  SOUTH BEND WEST (1986)
 ME2238
 ME2238                         *CURRENT SURVEY CONTROL
 ME2238  ___________________________________________________________________
 ME2238* NAD 83(1997)-  41 42 03.34750(N)    086 18 44.03205(W)     ADJUSTED  
 ME2238* NAVD 88     -                                                        
 ME2238  ___________________________________________________________________
 ME2238  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 ME2238  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 ME2238
 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
 ME2238.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2238
 ME2238.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2238
 ME2238  NAD 83(1994)-  41 42 03.34891(N)    086 18 44.03505(W) AD(       ) 4
 ME2238  NAD 83(1986)-  41 42 03.34949(N)    086 18 44.03708(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2238.See file dsdata.txt to determine how the superseded data were derived.
 ME2238
 ME2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5722516800(NAD 83)
 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 = OCTOBER  6, 2006
 ME2237 ***********************************************************************
 ME2237  DESIGNATION -  BENJAMIN
 ME2237  PID         -  ME2237
 ME2237  STATE/COUNTY-  IN/ST JOSEPH
 ME2237  USGS QUAD   -  SOUTH BEND WEST (1986)
 ME2237
 ME2237                         *CURRENT SURVEY CONTROL
 ME2237  ___________________________________________________________________
 ME2237* NAD 83(1997)-  41 40 15.07200(N)    086 17 37.55172(W)     ADJUSTED  
 ME2237* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 ME2237  ___________________________________________________________________
 ME2237  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 ME2237  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME2237
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2237
 ME2237.The geoid height was determined by GEOID03.
 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     -  BENJAMIN AZ MK                           186 37 02.2
 ME2237:UTM  16      -  BENJAMIN AZ MK                           185 43 50.8
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2237.See file dsdata.txt to determine how the superseded data were derived.
 ME2237
 ME2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5878913473(NAD 83)
 ME2237_MARKER: DS = TRIANGULATION STATION DISK
 ME2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2269 ***********************************************************************
 HZ2269  DESIGNATION -  BENNETS
 HZ2269  PID         -  HZ2269
 HZ2269  STATE/COUNTY-  IN/CLARK
 HZ2269  USGS QUAD   -  SPEED (1994)
 HZ2269
 HZ2269                         *CURRENT SURVEY CONTROL
 HZ2269  ___________________________________________________________________
 HZ2269* NAD 83(1997)-  38 25 24.02409(N)    085 49 16.58607(W)     ADJUSTED  
 HZ2269* NAVD 88     -       309.     (meters)    1014.     (feet)  SCALED    
 HZ2269  ___________________________________________________________________
 HZ2269  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 HZ2269  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 HZ2269
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2269
 HZ2269.The geoid height was determined by GEOID03.
 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     -   0.99995678  x   0.99996891  =   0.99992570
 HZ2269!UTM  16      -   0.99995678  x   0.99973038  =   0.99968718
 HZ2269
 HZ2269:                Primary Azimuth Mark                     Grid Az
 HZ2269:SPC IN E     -  SPEED LOUISVILLE CEMENT NW STK           099 57 41.5
 HZ2269:UTM  16      -  SPEED LOUISVILLE CEMENT NW STK           099 07 58.2
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2269.See file dsdata.txt to determine how the superseded data were derived.
 HZ2269
 HZ2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0289353445(NAD 83)
 HZ2269_MARKER: DS = TRIANGULATION STATION DISK
 HZ2269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2393 ***********************************************************************
 LB2393  DESIGNATION -  BENNETT
 LB2393  PID         -  LB2393
 LB2393  STATE/COUNTY-  IN/CASS
 LB2393  USGS QUAD   -  ONWARD (1994)
 LB2393
 LB2393                         *CURRENT SURVEY CONTROL
 LB2393  ___________________________________________________________________
 LB2393* NAD 83(1997)-  40 38 56.45516(N)    086 13 59.83963(W)     ADJUSTED  
 LB2393* NAVD 88     -       241.75   (+/-2cm)     793.1    (feet)  VERTCON   
 LB2393  ___________________________________________________________________
 LB2393  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 LB2393  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 LB2393
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2393
 LB2393.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2393
 LB2393.The geoid height was determined by GEOID03.
 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     -   0.99996745  x   0.99999492  =   0.99996237
 LB2393!SPC IN W     -   0.99996745  x   1.00003026  =   0.99999771
 LB2393!UTM  16      -   0.99996745  x   0.99965172  =   0.99961918
 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  NGVD 29 (07/19/86)  241.87   (m)          793.5    (f) LEVELING    3  
 LB2393
 LB2393.Superseded values are not recommended for survey control.
 LB2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2393.See file dsdata.txt to determine how the superseded data were derived.
 LB2393
 LB2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6482300078(NAD 83)
 LB2393_MARKER: DS = TRIANGULATION STATION DISK
 LB2393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA2338 ***********************************************************************
 LA2338  DESIGNATION -  BENSON
 LA2338  PID         -  LA2338
 LA2338  STATE/COUNTY-  IN/RANDOLPH
 LA2338  USGS QUAD   -  WINCHESTER (1994)
 LA2338
 LA2338                         *CURRENT SURVEY CONTROL
 LA2338  ___________________________________________________________________
 LA2338* NAD 83(1997)-  40 10 33.12854(N)    084 57 26.15863(W)     ADJUSTED  
 LA2338* NAVD 88     -       334.10   (+/-2cm)    1096.1    (feet)  VERTCON   
 LA2338  ___________________________________________________________________
 LA2338  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 LA2338  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 LA2338
 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.The vertical order pertains to the NGVD 29 superseded value.
 LA2338
 LA2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2338
 LA2338.The geoid height was determined by GEOID03.
 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     -   0.99995284  x   1.00001159  =   0.99996443
 LA2338!UTM  16      -   0.99995284  x   0.99997239  =   0.99992523
 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 TPC 1969                 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2338.See file dsdata.txt to determine how the superseded data were derived.
 LA2338
 LA2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7392549278(NAD 83)
 LA2338_MARKER: DS = TRIANGULATION STATION DISK
 LA2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2338_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LA2338
 LA2338  HISTORY     - Date     Condition        Report By
 LA2338  HISTORY     - 1934     MONUMENTED       CGS
 LA2338  HISTORY     - 1969     GOOD             CGS
 LA2338  HISTORY     - 1970     GOOD             NGS
 LA2338
 LA2338                          STATION DESCRIPTION
 LA2338
 LA2338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LA2338'1-1/4 MILES EAST
 LA2338'AND 1/4 MILE NORTH
 LA2338'(BY ROAD) OF THE COURTHOUSE IN WINCHESTER, IN
 LA2338'THE NORTHWEST ANGLE OF THE
 LA2338'T-INTERSECTION FORMED BY THE EAST END
 LA2338'OF EAST SHORT STREET AND A NORTH-SOUTH GRAVEL
 LA2338'ROAD, IN A FIELD
 LA2338'OWNED BY S.E. BENSON, 37 FEET NORTH OF THE NORTH EDGE OF THE
 LA2338'CONCRETE
 LA2338'PAVEMENT OF EAST SHORT STREET, 26.5 FEET NORTHWEST OF
 LA2338'THE CORNER FENCE POST OF
 LA2338'THE FIELD, 31.5 FEET WEST OF THE CENTER
 LA2338'LINE OF THE GRAVEL ROAD, AND 12 INCHES UNDERGROUND.
 LA2338'
 LA2338'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LA2338'BRONZE DISKS SET IN CONCRETE.
 LA2338'
 LA2338'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, IN THE WEST
 LA2338'RIGHT-OF-WAY FENCE
 LA2338'OF THE GRAVEL ROAD, 205.34 FEET NORTHEAST OF
 LA2338'REFERENCE MARK NO. 2, AND PROJECTS 6
 LA2338'INCHES.  REFERENCE MARK NO. 2
 LA2338'IS WEST OF THE STATION, IN THE NORTH EDGE OF THE NORTH HEDGE
 LA2338'RIGHT-OF-WAY FENCE OF EAST SHORT STREET, AND PROJECTS 6 INCHES.
 LA2338'
 LA2338'AZIMUTH MARK IS WEST OF THE STATION, 30 FEET NORTH OF THE
 LA2338'CENTER LINE OF
 LA2338'EAST SHORT STREET, 100 FEET EAST OF A SMALL
 LA2338'BUNGALOW OWNED BY REESE WATSON,
 LA2338'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
 LA2338'WAS 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
 LA2338'CHANGES 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,
 LA2338'FOR 0.25 MILE TO JUNCTION WITH SIDE ROAD LEFT, (E. SHORT STREET).
 LA2338'THE STATION IS IN THE NORTHWEST ANGLE OF INTERSECTION IN
 LA2338'CULTIVATED FIELD.
 LA2338'
 LA2338'STATION MARK IS STAMPED BENSON 1934 AND IS SET 10 INCHES BELOW
 LA2338'GROUND 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
 LA2338'OF INTERSECTION OF E. SHORT STREET AND COUNTY LINE ROAD 100 E AND
 LA2338'44.5 FEET NORTH OF CENTERLINE OF E. SHORT STREET.
 LA2338'
 LA2338'REFERENCE MARK 2 IS STAMPED BENSON NO 2 1934 AND IS SET 5 INCHES
 LA2338'ABOVE GROUND SURFACE.  IT IS 19.5 FEET NORTH OF CENTERLINE OF E.
 LA2338'SHORT 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
 LA2338'AND 13.9 FEET EAST OF A GAS METER.
 LA2338'
 LA2338'BENSON RM A IS A U.S. ARMY, CORPS OF ENGINEERS DISK STAMPED BENSON
 LA2338'RM 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
 LA2338'WAS SET IN TOP OF A BLOCK OF CONCRETE WHICH IS SET ABOUT 3 FEET
 LA2338'BELOW GROUND SURFACE AND IS STAMPED THE SAME AS THE SURFACE
 LA2338'MARK.  IT IS 37.0 FEET WEST OF CENTERLINE OF COUNTY LINE ROAD 100
 LA2338'E, 87.0 FEET SOUTH-SOUTHWEST OF INTERSECTION OF E. SHORT STREET
 LA2338'AND COUNTY LINE ROAD 100 E. 78.0 FEET SOUTH OF THE CENTERLINE OF
 LA2338'E. SHORT STREET, 132 FEET EAST OF NORTHEAST CORNER OF HOUSE,
 LA2338'51.0 FEET NORTH OF A EAST-WEST FENCELINE AND 116.0 FEET
 LA2338'NORTH-NORTHWEST OF INTERSECTION OF RAILROAD TRACKS AND COUNTY
 LA2338'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
 LA2338'OF CENTERLINE OF COUNTY LINE ROAD 100 N, 11.0 FEET WEST OF
 LA2338'POWERLINE POLE NO. 62, 1.7 FEET SOUTH OF EAST-WEST FENCELINE, 1.2
 LA2338'FEET SOUTH OF A METAL WITNESS POST AND 195 FEET WEST OF
 LA2338'INTERSECTION OF COUNTY LINE 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
 LA2338'FORK.  TAKE RIGHT FORK (COUNTY LINE ROAD 100 N) AND GO EAST FOR 1.0
 LA2338'MILE TO 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
 LA2338'GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 2 CHECKED THE 1934
 LA2338'MEASUREMENT.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS DATE.  DUE
 LA2338'TO 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
 LA2338'AND GO NORTH FOR 0.3 MILE TO A SIDE ROAD LEFT AND THE STATION IN
 LA2338'THE NORTHWEST CORNER.  (TO REACH THE AZIMUTH MARK FROM THE
 LA2338'STATION, CONTINUE NORTH FOR 0.25 MILE TO A SIDE ROAD RIGHT.
 LA2338'TURN RIGHT AND GO 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
 LA2338'THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT IS 14-INCHES
 LA2338'BELOW THE GROUND SURFACE.  IT IS 45 FEET NORTH OF THE CENTER OF A
 LA2338'PAVED ROAD, 32.5 FEET WEST OF THE CENTER OF A PAVED ROAD, 25
 LA2338'FEET NORTHWEST OF A FENCE CORNER POST AND 14 FEET NORTH-NORTHWEST OF
 LA2338'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
 LA2338'CENTER 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
 LA2338'WITH THE GROUND SURFACE.  IT IS 19 FEET SOUTH OF THE CENTER OF THE
 LA2338'PAVED ROAD, 8.0 FEET NORTH OF A POWER LINE POLE AND 0.6 FEET NORTH
 LA2338'OF A WIRE 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
 LA2338'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 15
 LA2338'FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 11 FEET WEST OF A
 LA2338'POWER LINE POLE AND 1.3 FEET SOUTH OF A METAL WITNESS POST WITH
 LA2338'SIGN ATTACHED.
 LA2338'
 LA2338'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE NORTHEAST
 LA2338'EDGE OF WINCHESTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2341 ***********************************************************************
 LA2341  DESIGNATION -  BENSON RM A TPC 1969
 LA2341  PID         -  LA2341
 LA2341  STATE/COUNTY-  IN/RANDOLPH
 LA2341  USGS QUAD   -  WINCHESTER (1994)
 LA2341
 LA2341                         *CURRENT SURVEY CONTROL
 LA2341  ___________________________________________________________________
 LA2341* NAD 83(1997)-  40 10 31.91518(N)    084 57 26.25568(W)     ADJUSTED  
 LA2341* NAVD 88     -       334.02   (+/-2cm)    1095.9    (feet)  VERTCON   
 LA2341  ___________________________________________________________________
 LA2341  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 LA2341  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 LA2341
 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.The vertical order pertains to the NGVD 29 superseded value.
 LA2341
 LA2341.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2341
 LA2341.The geoid height was determined by GEOID03.
 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     -   0.99995286  x   1.00001159  =   0.99996444
 LA2341!UTM  16      -   0.99995286  x   0.99997239  =   0.99992525
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2341.See file dsdata.txt to determine how the superseded data were derived.
 LA2341
 LA2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7392449240(NAD 83)
 LA2341_MARKER: DD = SURVEY DISK
 LA2341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2341_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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       USE
 LA2341
 LA2341                          STATION DESCRIPTION
 LA2341
 LA2341'DESCRIBED BY US ENGINEERS 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 = OCTOBER  6, 2006
 LB1472 ***********************************************************************
 LB1472  DESIGNATION -  BENT C1
 LB1472  PID         -  LB1472
 LB1472  STATE/COUNTY-  IN/BENTON
 LB1472  USGS QUAD   -  FOWLER (1980)
 LB1472
 LB1472                         *CURRENT SURVEY CONTROL
 LB1472  ___________________________________________________________________
 LB1472* NAD 83(1986)-  40 30 54.     (N)    087 15 18.     (W)     SCALED    
 LB1472* NAVD 88     -       223.020  (meters)     731.69   (feet)  ADJUSTED  
 LB1472  ___________________________________________________________________
 LB1472  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 LB1472  DYNAMIC HT  -         222.910 (meters)     731.33  (feet)  COMP
 LB1472  MODELED GRAV-     980,123.9   (mgal)                       NAVD 88
 LB1472
 LB1472  VERT ORDER  -  SECOND    CLASS 0
 LB1472
 LB1472.The horizontal coordinates were scaled from a topographic map and have
 LB1472.an estimated accuracy of +/- 6 seconds.
 LB1472
 LB1472.The orthometric height was determined by differential leveling
 LB1472.and adjusted by the National Geodetic Survey in June 1991..
 LB1472
 LB1472.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1472.See file dsdata.txt to determine how the superseded data were derived.
 LB1472
 LB1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK783849(NAD 83)
 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             NGS
 LB1472
 LB1472                          STATION DESCRIPTION
 LB1472
 LB1472'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ3363 ***********************************************************************
 JZ3363  DESIGNATION -  BENTON
 JZ3363  PID         -  JZ3363
 JZ3363  STATE/COUNTY-  IN/JENNINGS
 JZ3363  USGS QUAD   -  NORTH VERNON (1993)
 JZ3363
 JZ3363                         *CURRENT SURVEY CONTROL
 JZ3363  ___________________________________________________________________
 JZ3363* NAD 83(1997)-  39 02 20.12961(N)    085 39 40.67723(W)     ADJUSTED  
 JZ3363* NAVD 88     -       211.97   (+/-2cm)     695.4    (feet)  VERTCON   
 JZ3363  ___________________________________________________________________
 JZ3363  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 JZ3363  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ3363
 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ3363
 JZ3363.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3363
 JZ3363.The geoid height was determined by GEOID03.
 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  =   0.99993875
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  212.09   (m)          695.8    (f) LEVELING    3  
 JZ3363
 JZ3363.Superseded values are not recommended for survey control.
 JZ3363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3363.See file dsdata.txt to determine how the superseded data were derived.
 JZ3363
 JZ3363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1585921949(NAD 83)
 JZ3363_MARKER: DS = TRIANGULATION STATION DISK
 JZ3363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD1720 ***********************************************************************
 MD1720  DESIGNATION -  BENTON
 MD1720  PID         -  MD1720
 MD1720  STATE/COUNTY-  IN/ELKHART
 MD1720  USGS QUAD   -  GOSHEN (1994)
 MD1720
 MD1720                         *CURRENT SURVEY CONTROL
 MD1720  ___________________________________________________________________
 MD1720* NAD 83(1997)-  41 30 37.64889(N)    085 45 45.19013(W)     ADJUSTED  
 MD1720* NAVD 88     -       254.     (meters)     833.     (feet)  SCALED    
 MD1720  ___________________________________________________________________
 MD1720  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 MD1720  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 MD1720
 MD1720  HORZ ORDER  -  THIRD
 MD1720
 MD1720.The horizontal coordinates were established by classical geodetic methods
 MD1720.and adjusted by the National Geodetic Survey in May 1999..
 MD1720
 MD1720.The orthometric height was scaled from a topographic map.
 MD1720
 MD1720.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1720
 MD1720.The geoid height was determined by GEOID03.
 MD1720
 MD1720;                    North         East     Units Scale Factor Converg.
 MD1720;SPC IN E     -   695,251.625    91,995.429   MT  0.99996745   -0 03 48.8
 MD1720;SPC IN E     - 2,281,004.71    301,821.67   sFT  0.99996745   -0 03 48.8
 MD1720;UTM  16      - 4,596,164.390   603,265.145   MT  0.99973123   +0 49 12.7
 MD1720
 MD1720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1720!SPC IN E     -   0.99996543  x   0.99996745  =   0.99993288
 MD1720!UTM  16      -   0.99996543  x   0.99973123  =   0.99969667
 MD1720
 MD1720|---------------------------------------------------------------------|
 MD1720| PID    Reference Object                     Distance      Geod. Az  |
 MD1720|                                                           dddmmss.s |
 MD1720| CC7810 BENTON RM 1                          34.016 METERS 09752     |
 MD1720| CC7811 BENTON RM 2                          26.003 METERS 21901     |
 MD1720| CC7809 BENTON AZ MK                                       3272052.3 |
 MD1720|---------------------------------------------------------------------|
 MD1720
 MD1720                          SUPERSEDED SURVEY CONTROL
 MD1720
 MD1720  NAD 83(1994)-  41 30 37.65139(N)    085 45 45.19864(W) AD(       ) 3
 MD1720  NAD 83(1986)-  41 30 37.65141(N)    085 45 45.19909(W) AD(       ) 3
 MD1720  NAD 27      -  41 30 37.47420(N)    085 45 45.23360(W) AD(       ) 3
 MD1720
 MD1720.Superseded values are not recommended for survey control.
 MD1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1720.See file dsdata.txt to determine how the superseded data were derived.
 MD1720
 MD1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0326596164(NAD 83)
 MD1720_MARKER: DS = TRIANGULATION STATION DISK
 MD1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1720_STAMPING: BENTON 1947
 MD1720_MARK LOGO: CGS   
 MD1720_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MD1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1720+STABILITY: SURFACE MOTION
 MD1720
 MD1720  HISTORY     - Date     Condition        Report By
 MD1720  HISTORY     - 1947     MONUMENTED       CGS
 MD1720  HISTORY     - 1980     GOOD             IN-039
 MD1720  HISTORY     - 19820321 GOOD             CGS
 MD1720
 MD1720                          STATION DESCRIPTION
 MD1720
 MD1720'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1720'STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF GOSHEN ON THE WABASH
 MD1720'RAILROAD RIGHT-OF-WAY
 MD1720'AND ON THE NORTHWEST SIDE OF THE TOWN OF BENTON.  IT IS 218 FEET EAST
 MD1720'OF THE NORTHEAST CORNER OF THE
 MD1720'RAILROAD DEPOT, 155 FEET NORTHWEST OF THE INTERSECTION OF U.S.
 MD1720'HIGHWAY NO. 33 AND A PAVED CROSSROAD, 68
 MD1720'FEET SOUTH OF SOUTH RAIL OF RAILROAD, 52 FEET
 MD1720'SOUTHWEST OF CENTERLINE OF HIGHWAY AND 3 FEET EAST OF A
 MD1720'WHITE WITNESS POST.  THE MARK IS
 MD1720'FLUSH AND THE DISK IS STAMPED BENTON 1947.
 MD1720'
 MD1720'REFERENCE MARK NO. 1 IS 111.60 FEET EAST OF STATION.  IT IS 38 FEET
 MD1720'WEST OF THE NORTHWEST
 MD1720'CORNER OF A HOUSE, 26 FEET EAST OF THE CENTERLINE OF HIGHWAY AND 5
 MD1720'FEET NORTH OF A 12 INCH MAPLE
 MD1720'TREE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 MD1720'BENTON NO 1 1947.
 MD1720'
 MD1720'REFERENCE MARK NO. 2 IS 85.31 FEET SOUTHWEST OF STATION.  IT IS 57
 MD1720'FEET SOUTH OF
 MD1720'RAILROAD WATER TANK AND 28 FEET NORTHWEST OF CENTER OF A PAVED ROAD.
 MD1720'THE MARK PROJECTS 3 INCHES AND THE
 MD1720'DISK IS STAMPED BENTON NO 2 1947.
 MD1720'
 MD1720'AZIMUTH MARK IS 0.2 MILE NORTHWEST OF STATION.  IT IS 24 FEET EAST OF
 MD1720'THE CENTERLINE OF
 MD1720'U.S. HIGHWAY NO. 33, 35 FEET SOUTH OF A LANE, 3 FEET SOUTH OF
 MD1720'A TELEPHONE POLE AND 3 FEET NORTH OF
 MD1720'A WHITE WITNESS POST.  THE MARK PROJECTS 3
 MD1720'INCHES AND THE DISK IS STAMPED BENTON 1947.
 MD1720'
 MD1720'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MD1720
 MD1720                          STATION RECOVERY (1980)
 MD1720
 MD1720'RECOVERY NOTE BY ELKHART COUNTY INDIANA 1980 (CMS)
 MD1720'BENTON 1947 RECOVERED GOOD.  MARK IS 22 FEET WEST OF UTILITY POLE
 MD1720'NIPSCO 508/797.
 MD1720'
 MD1720'BENTON NO. 1 1947 NOT FOUND.
 MD1720'
 MD1720'BENTON NO. 2 1947 FOUND OUT OF GROUND NEAR R.R. TRACKS.
 MD1720'
 MD1720'AZIMUTH MARK NOT FOUND.
 MD1720'
 MD1720'DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES SOUTHEAST OF
 MD1720'GOSHEN, INDIANA.
 MD1720
 MD1720                          STATION RECOVERY (1982)
 MD1720
 MD1720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1982 (CLN)
 MD1720'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1
 MD1720'AND 2 AND THE AZIMUTH MARK WERE NOT RECOVERED AND PERSUMED DESTROYED.
 MD1720'A NEW AZIMUTH MARK 2 AND REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT
 MD1720'THIS TIME.  A NEW AND COMPLETE DESCRIPTION FOLLOWS. THE STATION IS
 MD1720'LOCATED ABOUT 8 MILES (12.9 KM) SOUTHEAST OF GOSHEN, ON THE NORTHWEST
 MD1720'SIDE OF THE TOWN OF BENTON AND ON PROPERTY NOW OWNED BY THE BENTON
 MD1720'FREE BAPTIST CHURCH, LOCATED ACROSS THE STREET FROM STATION.  TO REACH
 MD1720'THE STATION FROM THE BENTON TOWNSHIP FIRE DEPARTMENT, GO NORTHWEST ON
 MD1720'U.S HIGHWAY 33 FOR 0.2 MILES (0.3 KM) TO THE MARKS ON LEFT, JUST
 MD1720'BEFORE CROSSING RAILROAD TRACKS.  TO REACH AZIMUTH MARK CONTINUE
 MD1720'NORTHWEST FOR 0.3 MILES (0.5 KM) TO MARK ON RIGHT AS DESCRIBED.  THE
 MD1720'STATION IS A STANDARD, NGS, DISK STAMPED,---BENTON 1947---, SET INTO
 MD1720'THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES, 37 CM IN DIAMETER,
 MD1720'RECESSED, 2 INCHES, 6 CM BELOW THE GROUND.  THE STATION IS LOCATED
 MD1720'21.641 METERS (71.001 FT) SOUTH FROM THE SOUTH RAIL OF THE RAILROAD
 MD1720'TRACK, 16.032 METERS (52.598 FT) WEST FROM THE APPROXIMATE CENTER OF
 MD1720'HIGHWAY 33, 28.346 METERS (92.999 FT) NORTH FROM THE APPROXIMATE
 MD1720'CENTER OF JACKSON STREET, 6.888 METERS (22.598 FT) WEST FROM A UTILITY
 MD1720'POLE AND 4.877 METERS (16.001 FT) SOUTHWEST FROM THE SOUTH CORNER OF A
 MD1720'BASEBALL BACK STOP.  REFERENCE MARK NO 3, IS A STANDARD, NGS, DISK
 MD1720'STAMPED,---BENTON 1947 NO 3 1982---, IS CEMENTED IN A DRILL HOLE IN
 MD1720'THE NORTH END OF A CONCRETE ABUTMENT OF A 14 INCH CULVERT UNDER.  THE
 MD1720'STATION IS LOCATED 26.396 METERS (86.601 FT) SOUTH FROM THE UTILITY
 MD1720'POLE, 14.021 METERS (46.001 FT) WEST FROM THE APPROXIMATE CENTER OF
 MD1720'HIGHWAY 33, 4.877 METERS (16.001 FT) NORTH FROM THE APPROXIMATE CENTER
 MD1720'OF JACKSON STREET AND 11.278 METERS (37.001 FT) EAST-SOUTHEAST FROM A
 MD1720'24 INCH MAPLE TREE, LEVEL WITH THE GROUND.  REFERENCE MARK NO 4, IS A
 MD1720'STANDARD, NGS, DISK STAMPED,---BENTON 1947 NO 4 1982---, IS CEMENTED
 MD1720'IN A DRILL HOLE IN A CONCRETE FOUNDATION FROM A OLD WATER TANK FROM
 MD1720'WHEN THE RAILROAD STATION WAS THERE.  IT IS A SQUARE BLOCK OF CONCRETE
 MD1720'18 INCHES BY 18 INCHES WITH A METAL ROD EMBEDDED IN THE CONCRETE.  THE
 MD1720'STATION IS LOCATED 30.785 METERS (101.000 FT) WEST FROM THE
 MD1720'APPROXIMATE CENTER OF HIGHWAY 33, 17.069 METERS (56.001 FT) EAST FROM
 MD1720'THE EAST EDGE OF A PARKING LOT, 18.288 METERS (60.000 FT) SOUTH FROM
 MD1720'THE SOUTH RAIL OF A RAILROAD TRACK AND 18.288 METERS (60.000 FT)
 MD1720'NORTHWEST FROM A UTILITY POLE, AND LEVEL WITH THE STATION.  AZIMUTH
 MD1720'MARK NO 2, IS A STANDARD, NGS, DISK STAMPED,---BENTON 1947 NO 2
 MD1720'1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES, 37
 MD1720'CM IN DIAMETER, FLUSH, WITH GROUND. THE STATION IS LOCATED 7.315
 MD1720'METERS (23.999 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER OF
 MD1720'HIGHWAY 33, 1.829 METERS (6.001 FT) EAST-NORTHEAST FROM A SCHOOL
 MD1720'CHILDREN CROSSING SIGN AND 0.305 METERS (1.001 FT) SOUTHWEST FROM A
 MD1720'FENCE LINE AND A WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE
 MD1720'STATION GO NORTHWESTERLY ON HIGHWAY 33 FOR 0.3 MILES (0.5 KM) TO THE
 MD1720'MARK ON RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1510 ***********************************************************************
 LB1510  DESIGNATION -  BENTON C 2
 LB1510  PID         -  LB1510
 LB1510  STATE/COUNTY-  IN/BENTON
 LB1510  USGS QUAD   -  PINE VILLAGE (1980)
 LB1510
 LB1510                         *CURRENT SURVEY CONTROL
 LB1510  ___________________________________________________________________
 LB1510* NAD 83(1986)-  40 29 04.     (N)    087 15 17.     (W)     SCALED    
 LB1510* NAVD 88     -       214.934  (meters)     705.16   (feet)  ADJUSTED  
 LB1510  ___________________________________________________________________
 LB1510  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 LB1510  DYNAMIC HT  -         214.827 (meters)     704.81  (feet)  COMP
 LB1510  MODELED GRAV-     980,125.1   (mgal)                       NAVD 88
 LB1510
 LB1510  VERT ORDER  -  SECOND    CLASS 0
 LB1510
 LB1510.The horizontal coordinates were scaled from a topographic map and have
 LB1510.an estimated accuracy of +/- 6 seconds.
 LB1510
 LB1510.The orthometric height was determined by differential leveling
 LB1510.and adjusted by the National Geodetic Survey in June 1991..
 LB1510
 LB1510.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1510.See file dsdata.txt to determine how the superseded data were derived.
 LB1510
 LB1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK784815(NAD 83)
 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             NGS
 LB1510
 LB1510                          STATION DESCRIPTION
 LB1510
 LB1510'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME2284 ***********************************************************************
 ME2284  DESIGNATION -  BERGER
 ME2284  PID         -  ME2284
 ME2284  STATE/COUNTY-  IN/FULTON
 ME2284  USGS QUAD   -  AKRON (1994)
 ME2284
 ME2284                         *CURRENT SURVEY CONTROL
 ME2284  ___________________________________________________________________
 ME2284* NAD 83(1997)-  41 01 40.13399(N)    086 00 31.06476(W)     ADJUSTED  
 ME2284* NAVD 88     -       275.     (meters)     902.     (feet)  SCALED    
 ME2284  ___________________________________________________________________
 ME2284  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 ME2284  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME2284
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2284
 ME2284.The geoid height was determined by GEOID03.
 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     -   0.99996218  x   0.99997684  =   0.99993903
 ME2284!UTM  16      -   0.99996218  x   0.99968549  =   0.99964769
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2284.See file dsdata.txt to determine how the superseded data were derived.
 ME2284
 ME2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8334142318(NAD 83)
 ME2284_MARKER: DS = TRIANGULATION STATION DISK
 ME2284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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.
 ME2284'IT IS 104 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 75 FEET
 ME2284'WEST OF A NORTH-SOUTH FENCE, 30 FEET
 ME2284'NORTH OF THE CENTER OF THE EAST-WEST ROAD AND 10 FEET NORTH OF
 ME2284'A FENCE AND WHITE WITNESS POST.  THE MARK
 ME2284'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 ME2284'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
 ME2284'ROAD AND ONE FOOT WEST OF THE FENCE.  THE MARK PROJECTS ABOUT 4
 ME2284'INCHES AND THE DISK IS STAMPED
 ME2284'BERGER NO 1 1947.
 ME2284'
 ME2284'REFERENCE MARK NO. 2 IS 91.66 FEET SOUTHEAST OF THE STATION.  IT IS
 ME2284'25 FEET NORTHWEST OF THE NORTHWEST
 ME2284'CORNER OF THE HOUSE, 18 FEET SOUTH OF THE CENTER OF THE ROAD AND ONE
 ME2284'FOOT NORTH OF THE FENCE.  THE MARK
 ME2284'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BERGER
 ME2284'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
 ME2284'THE CENTER OF THE ROAD, 18 FEET NORTH OF A POWER POLE AND 2 FEET
 ME2284'NORTH OF A WHITE WITNESS POST.  THE
 ME2284'MARK 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
 ME2284'14 AND 114 FOR 0.5 MILE TO WHERE HIGHWAY 14 TURNS LEFT AND HIGHWAY
 ME2284'114 STRAIGHT AHEAD, CONTINUE
 ME2284'STRAIGHT AHEAD ON HIGHWAY 114 FOR 0.6 MILE TO A CROSSROAD, TURN
 ME2284'RIGHT AND GO SOUTH 0.5 MILE TO WHERE ROAD
 ME2284'TURNS RIGHT AND STATION AS DESCRIBED, CONTINUE
 ME2284'ON GRAVEL ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT
 ME2284'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
 ME2284'DIRECTIONS TO THE AZIMUTH MARK AND THE REFERENCE MARKS CHECKED.  THE
 ME2284'OLD DESCRIPTION IS ADEQUATE.
 ME2284'
 ME2284'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1853 ***********************************************************************
 MD1853  DESIGNATION -  BERLEIN
 MD1853  PID         -  MD1853
 MD1853  STATE/COUNTY-  IN/STEUBEN
 MD1853  USGS QUAD   -  ANGOLA EAST (1993)
 MD1853
 MD1853                         *CURRENT SURVEY CONTROL
 MD1853  ___________________________________________________________________
 MD1853* NAD 83(1997)-  41 37 45.01684(N)    084 53 06.87232(W)     ADJUSTED  
 MD1853* NAVD 88     -       327.3    (meters)    1074.     (feet)  GPS OBS   
 MD1853  ___________________________________________________________________
 MD1853  X           -     425,666.719 (meters)                     COMP
 MD1853  Y           -  -4,755,667.482 (meters)                     COMP
 MD1853  Z           -   4,215,101.740 (meters)                     COMP
 MD1853  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 MD1853  ELLIP HEIGHT-         294.13  (meters)          (05/25/99) GPS OBS
 MD1853  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 MD1853
 MD1853  HORZ ORDER  -  SECOND
 MD1853  ELLP ORDER  -  FOURTH    CLASS I
 MD1853
 MD1853.The horizontal coordinates were established by classical geodetic methods
 MD1853.and adjusted by the National Geodetic Survey in May 1999..
 MD1853
 MD1853.The orthometric height was determined by GPS observations and a
 MD1853.high-resolution geoid model.
 MD1853
 MD1853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1853
 MD1853.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1853
 MD1853.The ellipsoidal height was determined by GPS observations
 MD1853.and is referenced to NAD 83.
 MD1853
 MD1853.The geoid height was determined by GEOID03.
 MD1853
 MD1853;                    North         East     Units Scale Factor Converg.
 MD1853;SPC IN E     -   708,726.614   165,114.196   MT  1.00001882   +0 31 08.8
 MD1853;SPC IN E     - 2,325,213.90    541,712.16   sFT  1.00001882   +0 31 08.8
 MD1853;SPC OH N     -   220,651.377   401,264.995   MT  0.99998711   -1 34 01.1
 MD1853;UTM  16      - 4,610,765.019   676,157.131   MT  0.99998188   +1 24 18.8
 MD1853
 MD1853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1853!SPC IN E     -   0.99995387  x   1.00001882  =   0.99997269
 MD1853!SPC OH N     -   0.99995387  x   0.99998711  =   0.99994098
 MD1853!UTM  16      -   0.99995387  x   0.99998188  =   0.99993575
 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 08920     |
 MD1853| MD1865 BERLEIN 2                            18.532 METERS 18120     |
 MD1853| CE5748 BERLEIN RM 2                         28.074 METERS 26926     |
 MD1853| CE5746 BERLEIN AZ MK                                      2842715.8 |
 MD1853| MD1479 ANGOLA CABLE TV MAST                APPROX.11.4 KM 3010913.4 |
 MD1853|---------------------------------------------------------------------|
 MD1853
 MD1853                          SUPERSEDED SURVEY CONTROL
 MD1853
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1853.See file dsdata.txt to determine how the superseded data were derived.
 MD1853
 MD1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7615710765(NAD 83)
 MD1853_MARKER: DS = TRIANGULATION STATION DISK
 MD1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1853_SP_SET: CONCRETE POST
 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     SEE DESCRIPTION  CGS
 MD1853  HISTORY     - 1970     SEE DESCRIPTION  NGS
 MD1853  HISTORY     - 19921203 GOOD             PLSO
 MD1853  HISTORY     - 19930525 GOOD
 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.
 MD1853'HIGHWAY 20.  IT IS 48 FEET SOUTHEAST OF A POWER POLE, 28 FEET SOUTH
 MD1853'OF THE CENTERLINE OF THE HIGHWAY AND 1.5
 MD1853'FEET NORTH OF THE FENCE.  THE MARK PROJECTS ABOUT 3 INCHES AND
 MD1853'THE DISK IS 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
 MD1853'25 FEET NORTH OF THE CENTER OF THE HIGHWAY AND 42 FEET EAST OF A
 MD1853'TELEPHONE POLE.  THE MARK PROJECTS
 MD1853'ABOUT 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
 MD1853'FEET SOUTH OF THE CENTER OF THE
 MD1853'HIGHWAY AND 1.5 FEET NORTH OF THE FENCE.  THE MARK PROJECTS ABOUT 6
 MD1853'INCHES AND THE DISK IS STAMPED
 MD1853'BERLEIN NO 2 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
 MD1853'OF THE CENTER OF THE HIGHWAY, 14 FEET SOUTH OF A FENCE CORNER AND 30
 MD1853'FEET NORTH OF A TELEPHONE POLE.  THE
 MD1853'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BERLEIN
 MD1853'1946.
 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
 MD1853'YARDS W OF E END OF LONG EASY HWY. CURVE, 49 FEET S OF CENTER LINE OF
 MD1853'24- FOOT ASPHALT PAVEMENT, 3.6 FEET
 MD1853'HIGHER THAN SAME, 4 FEET NNE OF PROJECTED CENTER LINE OF
 MD1853'HWY. TANGENT FROM THE W, STANDARD DISKS STAMPED
 MD1853'BERLEIN 1946 ARE SET IN NOTES 1A AND 7A
 MD1853'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
 MD1853'IN AZIMUTH 89 DEG 26 MIN 31 SEC FROM THE STATION, 52 FEET S OF CENTER
 MD1853'LINE OF HWY., AND 48 FEET W OF THE PROJECTED
 MD1853'LINE OF FENCE ON N SIDE OF THE HIGHWAY.
 MD1853'
 MD1853'REFERENCE STAMPED BERLEIN NO 3 1946 1960, NOTE 11A, PROJECTS 0.5
 MD1853'FOOT, IS 92.09 FEET OR 28.069
 MD1853'METERS E IN AZIMUTH 269 DEG 19 MIN 21 SEC FROM THE STATION, 49 FEET S
 MD1853'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
 MD1853'27 MIN 30.8 SEC FROM THE STATION, 37 FEET NNE OF CENTER LINE OF HWY.,
 MD1853'1.1 FEET HIGHER THAN SAME, 40 FEET E OF
 MD1853'PROJECTED PLANE OF E WALL OF FRAME HOUSE ON S SIDE OF HWY.,
 MD1853'9 FEET W OF PROJECTED LINE OF FENCE FROM THE N,
 MD1853'AT THE W END OF A LONG PILE OF WASTE CONCRETE
 MD1853'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
 MD1853'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
 MD1853'WERE RECOVERED IN
 MD1853'GOOD CONDITION.  A DIFFERENCE IN DIRECTION OF 1-1/2
 MD1853'MINUTES AND DISTANCE OF PLUS .012
 MD1853'METERS WAS NOTED AND CHECKED TO REFERENCE
 MD1853'MARK 2.  THE STATION WAS NOT USED DUE TO A POWERLINE
 MD1853'OVERHEAD,
 MD1853'SO BERLEIN 2 WAS ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 MD1853'
 MD1853'THE STATION IS LOCATED 4 MILES WEST OF THE OHIO STATE LINE, ALONG
 MD1853'THE RIGHT-OF-WAY
 MD1853'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
 MD1853'MILES TO ITS JUNCTION WITH STATE HIGHWAY 1.  CONTINUED
 MD1853'EAST ON HIGHWAY 20 FOR 1.25 MILES TO
 MD1853'THE AZIMUTH MARK ON THE LEFT.
 MD1853'CONTINUE EAST ON HIGHWAY 20 FOR 0.4 MILE TO THE EAST
 MD1853'END OF A CURVE AND
 MD1853'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
 MD1853'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 MD1853'PROJECTS 2 INCHES ABOVE GROUND.  IT
 MD1853'IS 54 FEET EAST OF POWERLINE POLE
 MD1853'S306 16, 49 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 MD1853'2.5 FEET EAST-
 MD1853'NORTHEAST OF A METAL WITNESS POST, 1.0 FEET NORTH OF A WIRE FENCE,
 MD1853'AND 3 FEET HIGHER
 MD1853'THAN THE HIGHWAY.  NOTES 1A, 7A.
 MD1853'
 MD1853'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BERLEIN 2 1946, SET IN
 MD1853'THE TOP OF A
 MD1853'12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 5 INCHES
 MD1853'ABOVE GROUND.  IT IS 52 FEET
 MD1853'SOUTH OF THE CENTER OF THE HIGHWAY, 38
 MD1853'FEET WEST OF THE POWERLINE POLE, AND 1 FOOT
 MD1853'NORTH OF THE FENCE.  NOTE
 MD1853'11A.
 MD1853'
 MD1853'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BERLEIN NO 3 1946
 MD1853'1960, SET IN THE
 MD1853'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 MD1853'3 INCHES ABOVE GROUND.  IT IS 49
 MD1853'FEET SOUTH OF THE CENTER OF THE
 MD1853'HIGHWAY, 86 FEET WEST OF POWERLINE POLE S306 17,
 MD1853'AND 0.5 FEET NORTH OF
 MD1853'THE FENCE.  NOTE 11A.
 MD1853'
 MD1853'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED BERLEIN 1946
 MD1853'SET IN THE TOP OF
 MD1853'A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 MD1853'INCHES ABOVE GROUND.  IT IS 37 FEET
 MD1853'NORTH OF THE CENTER OF THE HIGHWAY,
 MD1853'12.0 FEET SOUTHWEST OF A TELEPHONE POLE AND FENCE
 MD1853'CORNER, 2.0 FEET EAST
 MD1853'OF THE WITNESS POST, AND 1 FOOT HIGHER THAN THE HIGHWAY.  NOTE 11A.
 MD1853'
 MD1853'STATION MARKS BERLEIN 2 ARE STANDARD DISKS STAMPED BERLEIN 2 1970.
 MD1853'THE SURFACE DISK
 MD1853'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MD1853'MONUMENT WHICH IS FLUSH WITH THE
 MD1853'GROUND.  IT IS 81 FEET SOUTHEAST OF
 MD1853'POWERLINE POLE S306 16, 61.3 FEET SOUTH OF THE
 MD1853'WITNESS POST, 60 FEET
 MD1853'SOUTH OF THE FENCE, AND 109 FEET SOUTH OF THE CENTER OF THE
 MD1853'HIGHWAY.
 MD1853'
 MD1853'TT 32 T 1937 (U.S. GEOLOGICAL SURVEY) WAS RECOVERED IN GOOD
 MD1853'CONDITION, BUT IT
 MD1853'WILL NOT SEE THE STATION FROM THE GROUND, DUE TO TREES
 MD1853'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 LAND SURV OF OH 1992
 MD1853'RECOVERED IN GOOD CONDITION.
 MD1853
 MD1853                          STATION RECOVERY (1993)
 MD1853
 MD1853'RECOVERED 1993
 MD1853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1865 ***********************************************************************
 MD1865  DESIGNATION -  BERLEIN 2
 MD1865  PID         -  MD1865
 MD1865  STATE/COUNTY-  IN/STEUBEN
 MD1865  USGS QUAD   -  ANGOLA EAST (1993)
 MD1865
 MD1865                         *CURRENT SURVEY CONTROL
 MD1865  ___________________________________________________________________
 MD1865* NAD 83(1997)-  41 37 44.41632(N)    084 53 06.89097(W)     ADJUSTED  
 MD1865* NAVD 88     -       327.4    (meters)    1074.     (feet)  GPS OBS   
 MD1865  ___________________________________________________________________
 MD1865  X           -     425,667.395 (meters)                     COMP
 MD1865  Y           -  -4,755,679.877 (meters)                     COMP
 MD1865  Z           -   4,215,087.977 (meters)                     COMP
 MD1865  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 MD1865  ELLIP HEIGHT-         294.26  (meters)          (05/25/99) GPS OBS
 MD1865  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 MD1865
 MD1865  HORZ ORDER  -  FIRST
 MD1865  ELLP ORDER  -  FOURTH    CLASS I
 MD1865
 MD1865.The horizontal coordinates were established by classical geodetic methods
 MD1865.and adjusted by the National Geodetic Survey in May 1999..
 MD1865
 MD1865.The orthometric height was determined by GPS observations and a
 MD1865.high-resolution geoid model.
 MD1865
 MD1865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1865
 MD1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1865
 MD1865.The ellipsoidal height was determined by GPS observations
 MD1865.and is referenced to NAD 83.
 MD1865
 MD1865.The geoid height was determined by GEOID03.
 MD1865
 MD1865;                    North         East     Units Scale Factor Converg.
 MD1865;SPC IN E     -   708,708.083   165,113.932   MT  1.00001882   +0 31 08.8
 MD1865;SPC IN E     - 2,325,153.10    541,711.29   sFT  1.00001882   +0 31 08.8
 MD1865;SPC OH N     -   220,632.869   401,264.057   MT  0.99998708   -1 34 01.2
 MD1865;UTM  16      - 4,610,746.487   676,157.154   MT  0.99998188   +1 24 18.7
 MD1865
 MD1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1865!SPC IN E     -   0.99995385  x   1.00001882  =   0.99997267
 MD1865!SPC OH N     -   0.99995385  x   0.99998708  =   0.99994093
 MD1865!UTM  16      -   0.99995385  x   0.99998188  =   0.99993573
 MD1865
 MD1865|---------------------------------------------------------------------|
 MD1865| PID    Reference Object                     Distance      Geod. Az  |
 MD1865|                                                           dddmmss.s |
 MD1865| MD1853 BERLEIN                              18.532 METERS 00120     |
 MD1865| CE5749 BERLEIN RM 3                         34.177 METERS 05631     |
 MD1865| MD1864 BERLEIN 2 RM A 1970                  27.864 METERS 21312     |
 MD1865| MD1852 PLEASANT LAKE ATT MICROWAVE         APPROX.10.9 KM 2284712.7 |
 MD1865| MD1485 ANGOLA ATT MICROWAVE                APPROX.11.3 KM 2653031.3 |
 MD1865| CE5746 BERLEIN AZ MK                                      2860128.9 |
 MD1865| MD1479 ANGOLA CABLE TV MAST                APPROX.11.4 KM 3011403.8 |
 MD1865| CE5748 BERLEIN RM 2                         33.117 METERS 30327     |
 MD1865| MD1861 FREMONT MUNICIPAL TANK              APPROX.11.9 KM 3384921.7 |
 MD1865|---------------------------------------------------------------------|
 MD1865
 MD1865                          SUPERSEDED SURVEY CONTROL
 MD1865
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1865.See file dsdata.txt to determine how the superseded data were derived.
 MD1865
 MD1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7615710746(NAD 83)
 MD1865_MARKER: DS = TRIANGULATION STATION DISK
 MD1865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1865_SP_SET: CONCRETE POST
 MD1865_STAMPING: BERLEIN 2 1970
 MD1865_MARK LOGO: CGS   
 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,
 MD1865'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
 MD1865'MILES TO ITS JUNCTION WITH STATE HIGHWAY 1.  CONTINUE
 MD1865'EAST ON HIGHWAY 20 FOR 1.25 MILES TO
 MD1865'THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 MD1865'EAST ON HIGHWAY 20 FOR 0.4 MILE TO THE EAST END OF A
 MD1865'CURVE AND TOP
 MD1865'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
 MD1865'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 MD1865'WHICH IS FLUSH WITH THE GROUND.  IT
 MD1865'IS 81 FEET SOUTHEAST OF POWERLINE
 MD1865'POLE S306 16, 61.3 FEET SOUTH OF A METAL WITNESS POST,
 MD1865'60 FEET SOUTH OF A
 MD1865'WIRE FENCE, AND 109 FEET SOUTH OF THE CENTER OF THE HIGHWAY.  THE
 MD1865'UNDERGROUND DISK IS
 MD1865'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
 MD1865'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MD1865'MONUMENT WHICH IS FLUSH WITH THE
 MD1865'GROUND.  IT IS 138 FEET SOUTH OF
 MD1865'POWERLINE POLE S306 16 AND 135 FEET SOUTH OF THE
 MD1865'FENCE.  THE UNDERGROUND
 MD1865'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS
 MD1865'42 INCHES
 MD1865'UNDERGROUND.
 MD1865'
 MD1865'BERLEIN STATION MARKS ARE STANDARD DISKS STAMPED BERLEIN 1946.
 MD1865'THE SURFACE DISK
 MD1865'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MD1865'WHICH PROJECTS 2 INCHES ABOVE
 MD1865'GROUND.  IT IS 49 FEET SOUTH OF THE
 MD1865'CENTER OF THE HIGHWAY, 54 FEET EAST OF POWERLINE
 MD1865'POLE S306 16, 2.5 FEET
 MD1865'EAST-NORTHEAST OF A METAL WITNESS POST, 1.0 FOOT NORTH OF THE WIRE
 MD1865'FENCE, AND 3
 MD1865'FEET HIGHER THAN THE ROAD.
 MD1865'
 MD1865'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BERLEIN NO 2 1946, SET
 MD1865'IN THE TOP OF A
 MD1865'12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 5
 MD1865'INCHES ABOVE GROUND.  IT IS 52
 MD1865'FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 MD1865'38 FEET WEST OF POWERLINE POLE S306 16, AND 1
 MD1865'FOOT NORTH OF THE FENCE.
 MD1865'
 MD1865'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BERLEIN NO 3 1946 1960
 MD1865'SET IN THE TOP OF
 MD1865'A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 MD1865'INCHES ABOVE GROUND.  IT IS 49 FEET
 MD1865'SOUTH OF THE CENTER OF THE HIGHWAY,
 MD1865'86 FEET WEST OF POWERLINE POLE S306 17, AND 0.5 FEET
 MD1865'NORTH OF THE FENCE.
 MD1865'
 MD1865'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED BERLEIN 1946,
 MD1865'SET IN THE TOP OF
 MD1865'A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 MD1865'INCHES ABOVE GROUND.  IT IS 37 FEET
 MD1865'NORTH OF THE CENTER OF THE HIGHWAY,
 MD1865'12.0 FEET SOUTHWEST OF A TELEPHONE POLE AND A FENCE
 MD1865'CORNER, 2.0 FEET
 MD1865'EAST OF A METAL WITNESS POST, AND 1 FOOT HIGHER THAN THE HIGHWAY.
 MD1865'
 MD1865'TT 32 T IS A U.S. GEOLOGICAL SURVEY DISK STAMPED TT 32 T 1937
 MD1865'1048 (ELEVATION),
 MD1865'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT
 MD1865'WHICH PROJECTS 1 INCH ABOVE GROUND.
 MD1865'IT IS 46 FEET SOUTH OF THE CENTER
 MD1865'OF THE JUNCTION OF HIGHWAY 20 AND COUNTY ROAD 600 E,
 MD1865'28.4 FEET WEST OF
 MD1865'THE NORTHWEST CORNER OF A BLOCK BUILDING, 11.0 FEET EAST OF TELEPHONE
 MD1865'POLE S306 13, AND
 MD1865'LEVEL WITH THE INTERSECTION.
 MD1865'
 MD1865'TO REACH TT 32 T FROM THE STATION, GO EAST ON HIGHWAY 20 FOR 0.4
 MD1865'MILE TO THE
 MD1865'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 = OCTOBER  6, 2006
 MD1864 ***********************************************************************
 MD1864  DESIGNATION -  BERLEIN 2 RM A 1970
 MD1864  PID         -  MD1864
 MD1864  STATE/COUNTY-  IN/STEUBEN
 MD1864  USGS QUAD   -  ANGOLA EAST (1993)
 MD1864
 MD1864                         *CURRENT SURVEY CONTROL
 MD1864  ___________________________________________________________________
 MD1864* NAD 83(1997)-  41 37 43.66061(N)    084 53 07.55018(W)     ADJUSTED  
 MD1864* NAVD 88     -       328.6    (meters)    1078.     (feet)  VERTCON   
 MD1864  ___________________________________________________________________
 MD1864  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 MD1864  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 MD1864
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1864
 MD1864.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 MD1864| PID    Reference Object                     Distance      Geod. Az  |
 MD1864|                                                           dddmmss.s |
 MD1864| MD1865 BERLEIN 2                            27.864 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1864.See file dsdata.txt to determine how the superseded data were derived.
 MD1864
 MD1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7614210723(NAD 83)
 MD1864_MARKER: DS = TRIANGULATION STATION DISK
 MD1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA2391 ***********************************************************************
 LA2391  DESIGNATION -  BERNE
 LA2391  PID         -  LA2391
 LA2391  STATE/COUNTY-  IN/ADAMS
 LA2391  USGS QUAD   -  BERNE (1994)
 LA2391
 LA2391                         *CURRENT SURVEY CONTROL
 LA2391  ___________________________________________________________________
 LA2391* NAD 83(1997)-  40 39 01.39030(N)    084 57 07.29704(W)     ADJUSTED  
 LA2391* NAVD 88     -       263.     (meters)     863.     (feet)  SCALED    
 LA2391  ___________________________________________________________________
 LA2391  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 LA2391  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 LA2391
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2391
 LA2391.The geoid height was determined by GEOID03.
 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     -   0.99996403  x   1.00001161  =   0.99997564
 LA2391!UTM  16      -   0.99996403  x   0.99996904  =   0.99993307
 LA2391
 LA2391:                Primary Azimuth Mark                     Grid Az
 LA2391:SPC IN E     -  BERNE DUNBAR FURNITURE CORP TK           024 17 45.3
 LA2391:UTM  16      -  BERNE DUNBAR FURNITURE CORP TK           023 25 37.2
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2391.See file dsdata.txt to determine how the superseded data were derived.
 LA2391
 LA2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7315001964(NAD 83)
 LA2391_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2391_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LA2391
 LA2391  HISTORY     - Date     Condition        Report By
 LA2391  HISTORY     - 1955     MONUMENTED       CGS
 LA2391  HISTORY     - 1963     SEE DESCRIPTION  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
 LA2391'BERNE.  IT IS 100 FEET EAST OF THE EAST POST OF THE WEST ENTRANCE
 LA2391'GATE AND 35 FEET SOUTH OF THE
 LA2391'CENTER OF PARK AVENUE.
 LA2391'
 LA2391'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON PARK AVENUE
 LA2391'FOR 0.1 MILE TO U.S. HIGHWAY
 LA2391'27, TURN LEFT AND GO SOUTH ON THE HIGHWAY FOR 0.35 MILE TO THE MARK
 LA2391'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
 LA2391'POLE.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2391'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
 LA2391'WEST ENTRANCE GATE.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK
 LA2391'IS STAMPED BERNE NO 2 1955.
 LA2391'
 LA2391'THE
 LA2391'AZIMUTH MARK IS 31 FEET NORTH OF A FENCE CORNER, 29 FEET WEST OF THE
 LA2391'CENTER OF U.S. HIGHWAY 27, 1
 LA2391'FOOT EAST OF A FENCE AND 1 FOOT SOUTH OF A 4 INCH X 4 INCH WHITE
 LA2391'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
 LA2391'MARK IS COMPLETELY AND IRRETREIVABLY OBSTRUCTED BY HOUSES.  THIS
 LA2391'AZIMUTH MARK WAS LEFT AS FOUND AND
 LA2391'ANOTHER 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
 LA2391'EDGE OF LEHMAN PARK, 108 FEET E OF PROJECTED CENTER LINE OF LEHMAN
 LA2391'STREET, 93.0 FEET E OF SE CORNER OF
 LA2391'CONCRETE FOUNDATION OF E ONE OF TWO LARGER BRICK PILLAR AT THE
 LA2391'W ONE OF TWO PARK ENTRANCES, 1.9 FEET S OF
 LA2391'PROJECTED LINE OF THE S SIDE OF THE SAID TWO
 LA2391'FOUNDATIONS, 36 FEET S OF CENTER LINE OF PARK AVENUE,
 LA2391'STANDARD DISKS STAMPED BERNE 1955
 LA2391'ARE SET IN 1B AND 7A MARKS WITH THE 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
 LA2391'FEET N OF CENTER LINE OF THE AVENUE, 23.7 FEET WNW OF A FIRE HYDRANT,
 LA2391'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
 LA2391'FEET E OF PROJECTED CENTER LINE OF LEHMAN STREET, 47 FEET S OF CENTER
 LA2391'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
 LA2391'CENTER LINE OF 24-FOOT PAVEMENT OF NO. 27 U. S. HWY., 0.1 FOOT HIGHER
 LA2391'THAN SAME, ABOUT 10 YARDS N OF CREST
 LA2391'OF SLIGHT RIDGE, AND NOW COMPLETELY OBSTRUCTED BY RECENTLY
 LA2391'CONSTRUCTED TWO OR THREE HOUSES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2389 ***********************************************************************
 LA2389  DESIGNATION -  BERNE DUNBAR FURNITURE CORP TK
 LA2389  PID         -  LA2389
 LA2389  STATE/COUNTY-  IN/ADAMS
 LA2389  USGS QUAD   -  BERNE (1994)
 LA2389
 LA2389                         *CURRENT SURVEY CONTROL
 LA2389  ___________________________________________________________________
 LA2389* NAD 83(1997)-  40 39 13.45232(N)    084 56 59.99189(W)     ADJUSTED  
 LA2389* NAVD 88     -                                                        
 LA2389  ___________________________________________________________________
 LA2389  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 LA2389  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 LA2389
 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
 LA2389.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2389
 LA2389.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2389
 LA2389  NAD 83(1995)-  40 39 13.45223(N)    084 56 59.99411(W) AD(       ) 4
 LA2389  NAD 83(1986)-  40 39 13.45480(N)    084 57 00.00710(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2389.See file dsdata.txt to determine how the superseded data were derived.
 LA2389
 LA2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7331302340(NAD 83)
 LA2389
 LA2389  HISTORY     - Date     Condition        Report By
 LA2389  HISTORY     - 1955     MONUMENTED       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 = OCTOBER  6, 2006
 LA2393 ***********************************************************************
 LA2393  DESIGNATION -  BERNE MUNICIPAL TANK
 LA2393  PID         -  LA2393
 LA2393  STATE/COUNTY-  IN/ADAMS
 LA2393  USGS QUAD   -  BERNE (1994)
 LA2393
 LA2393                         *CURRENT SURVEY CONTROL
 LA2393  ___________________________________________________________________
 LA2393* NAD 83(1997)-  40 39 20.93152(N)    084 56 59.13220(W)     ADJUSTED  
 LA2393* NAVD 88     -                                                        
 LA2393  ___________________________________________________________________
 LA2393  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 LA2393  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 LA2393
 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
 LA2393.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2393
 LA2393.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2393
 LA2393  NAD 83(1995)-  40 39 20.93143(N)    084 56 59.13345(W) AD(       ) 4
 LA2393  NAD 83(1986)-  40 39 20.93398(N)    084 56 59.14755(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2393.See file dsdata.txt to determine how the superseded data were derived.
 LA2393
 LA2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7332802571(NAD 83)
 LA2393_MARKER: 51 = TANK
 LA2393
 LA2393  HISTORY     - Date     Condition        Report By
 LA2393  HISTORY     - UNK      FIRST OBSERVED
 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 = OCTOBER  6, 2006
 LA2394 ***********************************************************************
 LA2394  DESIGNATION -  BERNE N MUNICIPAL TANK
 LA2394  PID         -  LA2394
 LA2394  STATE/COUNTY-  IN/ADAMS
 LA2394  USGS QUAD   -  BERNE (1994)
 LA2394
 LA2394                         *CURRENT SURVEY CONTROL
 LA2394  ___________________________________________________________________
 LA2394* NAD 83(1997)-  40 39 40.83344(N)    084 56 50.18001(W)     ADJUSTED  
 LA2394* NAVD 88     -                                                        
 LA2394  ___________________________________________________________________
 LA2394  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 LA2394  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 LA2394
 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
 LA2394.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2394
 LA2394.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2394
 LA2394  NAD 83(1995)-  40 39 40.83353(N)    084 56 50.18173(W) AD(       ) 4
 LA2394  NAD 83(1986)-  40 39 40.83594(N)    084 56 50.19533(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2394.See file dsdata.txt to determine how the superseded data were derived.
 LA2394
 LA2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7352403190(NAD 83)
 LA2394
 LA2394  HISTORY     - Date     Condition        Report By
 LA2394  HISTORY     - 1955     MONUMENTED       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 = OCTOBER  6, 2006
 HZ2306 ***********************************************************************
 HZ2306  DESIGNATION -  BERT KELLEY
 HZ2306  PID         -  HZ2306
 HZ2306  STATE/COUNTY-  IN/JENNINGS
 HZ2306  USGS QUAD   -  VERNON (1994)
 HZ2306
 HZ2306                         *CURRENT SURVEY CONTROL
 HZ2306  ___________________________________________________________________
 HZ2306* NAD 83(1997)-  38 57 45.51348(N)    085 33 55.07361(W)     ADJUSTED  
 HZ2306* NAVD 88     -       240.4    (meters)     789.     (feet)  VERTCON   
 HZ2306  ___________________________________________________________________
 HZ2306  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 HZ2306  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 HZ2306
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2306
 HZ2306.The geoid height was determined by GEOID03.
 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  =   0.99993524
 HZ2306!UTM  16      -   0.99996762  x   0.99979026  =   0.99975789
 HZ2306
 HZ2306:                Primary Azimuth Mark                     Grid Az
 HZ2306:SPC IN E     -  MUSCATATUCK ST HOSP SCH TANK             017 45 37.7
 HZ2306:UTM  16      -  MUSCATATUCK ST HOSP SCH TANK             016 55 19.0
 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 1970                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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2306.See file dsdata.txt to determine how the superseded data were derived.
 HZ2306
 HZ2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2430113610(NAD 83)
 HZ2306_MARKER: DS = TRIANGULATION STATION DISK
 HZ2306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2306_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2305 ***********************************************************************
 HZ2305  DESIGNATION -  BERT KELLEY RM A 1970
 HZ2305  PID         -  HZ2305
 HZ2305  STATE/COUNTY-  IN/JENNINGS
 HZ2305  USGS QUAD   -  VERNON (1994)
 HZ2305
 HZ2305                         *CURRENT SURVEY CONTROL
 HZ2305  ___________________________________________________________________
 HZ2305* NAD 83(1997)-  38 57 46.05883(N)    085 33 56.11012(W)     ADJUSTED  
 HZ2305* NAVD 88     -       240.4    (meters)     789.     (feet)  VERTCON   
 HZ2305  ___________________________________________________________________
 HZ2305  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 HZ2305  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 HZ2305
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2305
 HZ2305.The geoid height was determined by GEOID03.
 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  =   0.99993523
 HZ2305!UTM  16      -   0.99996762  x   0.99979018  =   0.99975781
 HZ2305
 HZ2305:                Primary Azimuth Mark                     Grid Az
 HZ2305:SPC IN E     -  MUSCATATUCK ST HOSP SCH TANK             017 55 09.0
 HZ2305:UTM  16      -  MUSCATATUCK ST HOSP SCH TANK             017 04 50.3
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2305.See file dsdata.txt to determine how the superseded data were derived.
 HZ2305
 HZ2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2427613626(NAD 83)
 HZ2305_MARKER: DS = TRIANGULATION STATION DISK
 HZ2305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2038 ***********************************************************************
 HZ2038  DESIGNATION -  BETHLEHEM
 HZ2038  PID         -  HZ2038
 HZ2038  STATE/COUNTY-  IN/CLARK
 HZ2038  USGS QUAD   -  BETHLEHEM (1993)
 HZ2038
 HZ2038                         *CURRENT SURVEY CONTROL
 HZ2038  ___________________________________________________________________
 HZ2038* NAD 83(1997)-  38 31 50.09075(N)    085 25 45.67150(W)     ADJUSTED  
 HZ2038* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 HZ2038  ___________________________________________________________________
 HZ2038  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 HZ2038  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 HZ2038
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2038
 HZ2038.The geoid height was determined by GEOID03.
 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     -   0.99998287  x   0.99997194  =   0.99995481
 HZ2038!SPC KY1Z     -   0.99998287  x   0.99997004  =   0.99995291
 HZ2038!SPC KY N     -   0.99998287  x   0.99996269  =   0.99994556
 HZ2038!UTM  16      -   0.99998287  x   0.99983081  =   0.99981368
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2038.See file dsdata.txt to determine how the superseded data were derived.
 HZ2038
 HZ2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3690365856(NAD 83)
 HZ2038_MARKER: DS = TRIANGULATION STATION DISK
 HZ2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ3300 ***********************************************************************
 JZ3300  DESIGNATION -  BEVER
 JZ3300  PID         -  JZ3300
 JZ3300  STATE/COUNTY-  IN/RUSH
 JZ3300  USGS QUAD   -  NEW SALEM (1993)
 JZ3300
 JZ3300                         *CURRENT SURVEY CONTROL
 JZ3300  ___________________________________________________________________
 JZ3300* NAD 83(1997)-  39 35 40.19815(N)    085 22 25.70696(W)     ADJUSTED  
 JZ3300* NAVD 88     -       334.     (meters)    1096.     (feet)  SCALED    
 JZ3300  ___________________________________________________________________
 JZ3300  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 JZ3300  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ3300
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3300
 JZ3300.The geoid height was determined by GEOID03.
 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     -   0.99995295  x   0.99997445  =   0.99992740
 JZ3300!UTM  16      -   0.99995295  x   0.99984005  =   0.99979301
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3300.See file dsdata.txt to determine how the superseded data were derived.
 JZ3300
 JZ3300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3963284015(NAD 83)
 JZ3300_MARKER: DS = TRIANGULATION STATION DISK
 JZ3300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2461 ***********************************************************************
 ME2461  DESIGNATION -  BEVERLY
 ME2461  PID         -  ME2461
 ME2461  STATE/COUNTY-  IN/PORTER
 ME2461  USGS QUAD   -  MICHIGAN CITY WEST (1980)
 ME2461
 ME2461                         *CURRENT SURVEY CONTROL
 ME2461  ___________________________________________________________________
 ME2461* NAD 83(1997)-  41 40 03.53341(N)    086 59 42.92370(W)     ADJUSTED  
 ME2461* NAVD 88     -       189.     (meters)     620.     (feet)  SCALED    
 ME2461  ___________________________________________________________________
 ME2461  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 ME2461  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 ME2461
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2461
 ME2461.The geoid height was determined by GEOID03.
 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     -   0.99997566  x   0.99996733  =   0.99994299
 ME2461!UTM  16      -   0.99997566  x   0.99960000  =   0.99957567
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2461.See file dsdata.txt to determine how the superseded data were derived.
 ME2461
 ME2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0039512877(NAD 83)
 ME2461_MARKER: DS = TRIANGULATION STATION DISK
 ME2461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2461'DELORIS AND KOCHABA SCHOLL.  IT IS 81 FEET NORTHWEST OF
 ME2461'THE NORTHWEST CORNER OF A FRAME
 ME2461'HOUSE, 56 FEET EAST OF THE CENTER OF A
 ME2461'GRAVEL ROAD AND 6 FEET WEST OF A WHITE WITNESS
 ME2461'POST.  THE MARK IS FLUSH
 ME2461'AND THE DISK IS STAMPED BEVERLY 1952.
 ME2461'
 ME2461'REFERENCE MARK NO. 1 IS 26 FEET EAST OF THE CENTER OF THE GRAVEL
 ME2461'ROAD.  THE MARK
 ME2461'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
 ME2461'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
 ME2461'THE SOUTH RAIL OF
 ME2461'THE SOUTH SHORE LINE RAILROAD AND 3 FEET WEST OF A
 ME2461'WHITE WITNESS POST.  THE MARK
 ME2461'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,
 ME2461'22 FEET NORTH OF A
 ME2461'POWER LINE POLE, 18 FEET WEST OF THE CENTER OF THE
 ME2461'GRAVEL ROAD AND 11 FEET SOUTHEAST OF
 ME2461'A 24 INCH OAK TREE.  THE MARK IS A
 ME2461'6 BY 6 INCH CONCRETE POST THAT PROJECTS ABOUT 1 INCH
 ME2461'WITH A BRONZE U.S.
 ME2461'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
 ME2461'IN MICHIGAN CITY,
 ME2461'GO WEST ON HIGHWAY 12 FOR 6.2 MILES TO A GRAVEL T-ROAD
 ME2461'LEFT, TURN LEFT AND GO SOUTH ON
 ME2461'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
 ME2461'12, CROSS HIGHWAY 12 AND CONTINUE NORTH ON DIRT ROAD
 ME2461'FOR 0.05 MILE TO RAILROAD TRACKS,
 ME2461'TURN RIGHT AND FOLLOW TRACKS EAST FOR
 ME2461'0.2 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 = OCTOBER  6, 2006
 MD1602 ***********************************************************************
 MD1602  DESIGNATION -  BEYERS
 MD1602  PID         -  MD1602
 MD1602  STATE/COUNTY-  IN/ALLEN
 MD1602  USGS QUAD   -  ARCOLA (1981)
 MD1602
 MD1602                         *CURRENT SURVEY CONTROL
 MD1602  ___________________________________________________________________
 MD1602* NAD 83(1997)-  41 04 26.54082(N)    085 16 28.88117(W)     ADJUSTED  
 MD1602* NAVD 88     -       260.     (meters)     853.     (feet)  SCALED    
 MD1602  ___________________________________________________________________
 MD1602  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 MD1602  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MD1602
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1602
 MD1602.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1602.See file dsdata.txt to determine how the superseded data were derived.
 MD1602
 MD1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4494248410(NAD 83)
 MD1602_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1602
 MD1602  HISTORY     - Date     Condition        Report By
 MD1602  HISTORY     - 1946     MONUMENTED       CGS
 MD1602  HISTORY     - 1963     SEE DESCRIPTION  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
 MD1602'14 AND A GRAVEL CROSSROAD.  IT IS 68 FEET SOUTHEAST OF THE
 MD1602'INTERSECTION OF THE TWO ROADS, 53
 MD1602'FEET SOUTH OF THE CENTER OF HIGHWAY 14 AND 42 FEET NORTH OF THE
 MD1602'CENTER OF THE GRAVEL CROSSROAD.  THE
 MD1602'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BEYERS
 MD1602'1946.
 MD1602'
 MD1602'REFERENCE MARK NO. 1 IS 91.90 FEET NORTH OF THE STATION.  IT IS 38
 MD1602'FEET NORTH OF THE CENTERLINE OF
 MD1602'HIGHWAY 14 AND 26 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SOUTH
 MD1602'WING OF THE ABOITE TOWNSHIP SCHOOL.
 MD1602'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 MD1602'BEYERS NO 1 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
 MD1602'CENTERLINE OF HIGHWAY 14.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD1602'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
 MD1602'NORTH OF THE CENTER OF THE HIGHWAY, 34 FEET EAST OF A POWERPOLE, ONE
 MD1602'FOOT SOUTH OF THE FENCE, 3 FEET EAST
 MD1602'OF A WHITE WITNESS POST AND ABOUT 150 FEET WEST OF A
 MD1602'WHITE SHINGLE HOUSE.  THE MARK PROJECTS ABOUT 3
 MD1602'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
 MD1602'THE CENTER OF FORT WAYNE, GO WEST ON STATE HIGHWAY 14 FOR 4.6 MILES
 MD1602'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'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1602'DESCRIBED.
 MD1602'
 MD1602'ABOUT 7 MILES W OF THE HEART OF FORT WAYNE, 4.6 MILES W ALONG NO. 14
 MD1602'INDIANA HWY.  FROM ITS JUNCTION
 MD1602'WITH NO. 24 U.S. HWY. OR 2.4 MILE W ALONG SAME FROM THE BRIDGE OVER
 MD1602'NO.  69 INTERSTATE HIGHWAY, DIRECTLY
 MD1602'ACROSS THE HIGHWAY FROM OLD BRICK ABOITE TOWNSHIP SCHOOL
 MD1602'BUILDING, 52 FEET S OF CENTER LINE OF 24-FOOT
 MD1602'ASPHALT PAVEMENT, 42 FEET E OF CENTER LINE
 MD1602'OF GRAVELED SCOTT ROAD, 1.4 FEET HIGHER THAN SAME, STANDARD
 MD1602'DISKS STAMPED BEYERS 1946 SET IN 1A
 MD1602'AND 7A MARKS WITH THE TOP MARK 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
 MD1602'IN AZIMUTH 185 DEG. 45 MIN. FROM STATION, 50 FEET E OF CENTER LINE OF
 MD1602'SCOTT ROAD, 25.5 FEET SW OF SW CORNER OF THE S
 MD1602'WING OF THE ABANDONED SCHOOL BUILDING, AND 39-1/2 FEET
 MD1602'N OF CENTER LINE OF THE HIGHWAY, EVIDENTLY STRUCK ON
 MD1602'NW CORNER, IT 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
 MD1602'DEG. 33 MIN. FROM STATION, 41 FEET S OF CENTER LINE OF THE HWY., 25
 MD1602'FEET W OF A CREOSOTED TELEPHONE POLE, AND 1.9
 MD1602'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
 MD1602'DEG. 03 MIN. 26.0 SEC. FROM STATION, ABOUT 80 YARDS W OF
 MD1602'SHINGLED-WALL HOUSE, ABOUT 25 YARDS E OF VIRTUAL
 MD1602'W END OF LONG EASY CURVE, 38 FEET N OF CENTER LINE OF HWY., 34 FEET E
 MD1602'OF POWER POLE, 1-1/2 FEET S OF FENCE,
 MD1602'AND 1.2 FEET S OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1759 ***********************************************************************
 JA1759  DESIGNATION -  BICKLE
 JA1759  PID         -  JA1759
 JA1759  STATE/COUNTY-  IN/HARRISON
 JA1759  USGS QUAD   -  CORYDON WEST (1994)
 JA1759
 JA1759                         *CURRENT SURVEY CONTROL
 JA1759  ___________________________________________________________________
 JA1759* NAD 83(1997)-  38 13 09.87365(N)    086 08 28.21491(W)     ADJUSTED  
 JA1759* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 JA1759  ___________________________________________________________________
 JA1759  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 JA1759  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JA1759
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1759
 JA1759.The geoid height was determined by GEOID03.
 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     -   0.99997227  x   0.99998792  =   0.99996019
 JA1759!UTM  16      -   0.99997227  x   0.99966960  =   0.99964188
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1759.See file dsdata.txt to determine how the superseded data were derived.
 JA1759
 JA1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7517830508(NAD 83)
 JA1759_MARKER: DS = TRIANGULATION STATION DISK
 JA1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2223 ***********************************************************************
 LB2223  DESIGNATION -  BIG
 LB2223  PID         -  LB2223
 LB2223  STATE/COUNTY-  IN/TIPPECANOE
 LB2223  USGS QUAD   -  WINGATE (1962)
 LB2223
 LB2223                         *CURRENT SURVEY CONTROL
 LB2223  ___________________________________________________________________
 LB2223* NAD 83(1997)-  40 13 04.68649(N)    087 04 25.82235(W)     ADJUSTED  
 LB2223* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 LB2223  ___________________________________________________________________
 LB2223  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 LB2223  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LB2223
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2223
 LB2223.The geoid height was determined by GEOID03.
 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  =   0.99993583
 LB2223!UTM  16      -   0.99996916  x   0.99960049  =   0.99956966
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2223.See file dsdata.txt to determine how the superseded data were derived.
 LB2223
 LB2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK9371751953(NAD 83)
 LB2223_MARKER: DS = TRIANGULATION STATION DISK
 LB2223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD1621 ***********************************************************************
 MD1621  DESIGNATION -  BIG
 MD1621  PID         -  MD1621
 MD1621  STATE/COUNTY-  IN/NOBLE
 MD1621  USGS QUAD   -  MERRIAM (1965)
 MD1621
 MD1621                         *CURRENT SURVEY CONTROL
 MD1621  ___________________________________________________________________
 MD1621* NAD 83(1997)-  41 15 56.15400(N)    085 29 29.90479(W)     ADJUSTED  
 MD1621* NAVD 88     -       287.     (meters)     942.     (feet)  SCALED    
 MD1621  ___________________________________________________________________
 MD1621  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 MD1621  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MD1621
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1621
 MD1621.The geoid height was determined by GEOID03.
 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     -   0.99996018  x   0.99996931  =   0.99992949
 MD1621!UTM  16      -   0.99996018  x   0.99979646  =   0.99975665
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1621.See file dsdata.txt to determine how the superseded data were derived.
 MD1621
 MD1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2634769339(NAD 83)
 MD1621_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1621
 MD1621  HISTORY     - Date     Condition        Report By
 MD1621  HISTORY     - 1946     MONUMENTED       CGS
 MD1621  HISTORY     - 1958     SEE DESCRIPTION  CGS
 MD1621  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MD1621  HISTORY     - 1966     SEE DESCRIPTION  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
 MD1621'YARD OF BIG LAKE
 MD1621'CHURCH OF GOD.  IT IS 167 FEET WEST OF THE APPROXIMATE CENTER OF
 MD1621'STATE HIGHWAY 109 AND A GRAVEL
 MD1621'T-ROAD WEST, 65 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH,
 MD1621'36 FEET NORTH OF THE CENTER OF THE
 MD1621'GRAVEL ROAD AND 10 FEET EAST OF THE WEST PROPERTY FENCE
 MD1621'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BIG
 MD1621'1946.
 MD1621'
 MD1621'REFERENCE MARK NO. 1 IS 90.80 FEET SOUTH OF THE STATION AT THE
 MD1621'NORTHWEST CORNER OF A GARAGE
 MD1621'ATTACHED TO A WHITE HOUSE IN THE SOUTHWEST ANGLE OF THE TWO ROADS.
 MD1621'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
 MD1621'AND WAS USED AS A REFERENCE MARK.  IT IS 44 FEET WEST OF HIGHWAY 109,
 MD1621'28 FEET SOUTH OF THE GRAVEL ROAD AND 5
 MD1621'FEET SOUTH OF A POWER POLE.  THE MARK IS A 8 BY 8 INCH CONCRETE
 MD1621'POST WITH A STANDARD USGS BRONZE DISK STAMPED 153
 MD1621'M 940 1934.
 MD1621'
 MD1621'AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION IN THE NORTH
 MD1621'RIGHT-OF-WAY FENCE LINE, 22
 MD1621'FEET NORTH OF THE CENTER OF THE ROAD.  IT IS 24 FEET EAST OF A
 MD1621'TELEPHONE POLE AND ONE FOOT NORTH OF
 MD1621'A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK
 MD1621'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,
 MD1621'GO NORTH ON HIGHWAY 109 FOR 7.5 MILES TO THE BIG LAKE CHURCH OF GOD
 MD1621'IN THE NORTHWEST ANGLE OF A T-ROAD
 MD1621'WEST AND 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.
 MD1621'DISTANCES TO REFERENCE MARK NO. 1 AND 153M (USGS)
 MD1621'CHECKED AND VERIFIED.  ANGLES BETWEEN
 MD1621'AZIMUTH MARK AND REFERENCE MARK
 MD1621'NO. 1 AND 153 M (USGS) CHECKED AND VERIFIED.
 MD1621'DESCRIPTION ADEQUATE AND
 MD1621'CORRECT EXCEPT FOR THE FOLLOWING.  STATION IS 65.0 FEET
 MD1621'SOUTHWEST OF THE
 MD1621'SOUTHWEST CORNER OF A WHITE HOUSE, (NO LONGER A CHRUCH,) AND 18.5
 MD1621'FEET NORTHEAST OF AN
 MD1621'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
 MD1621'T-INTERSECTION WITH NO. 33 U.S. HWY. IN WOLF LAKE TO MARK ON RIGHT,
 MD1621'ABOUT 0.1 MILE N OF THE NEW BRICK
 MD1621'BUILDING OF BIG LAKE CHURCH OF GOD, 167 FEET W OF CENTER LINE OF SAID
 MD1621'HWY., 65 FEET WSW OF SW CORNER OF A HOUSE
 MD1621'THAT WAS THE ORIGINAL CHURCH BUILDING, 35 FEET N OF
 MD1621'CENTER LINE OF COUNTY LINE ROAD, 0.9 FOOT HIGHER THAN
 MD1621'SAME, 18-1/2 FEET NE OF STEEL-RAIL
 MD1621'CORNER FENCE POST, STANDARD DISKS STAMPED BIG 1946 IN 1A AND 7A MARKS
 MD1621'WITH THE TOP MARK FLUSH WITH THE
 MD1621'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
 MD1621'DEG 57 MIN FROM STATION, IN WHITLEY COUNTY, 56 FEET S OF CENTER LINE
 MD1621'OF ROAD, AND 1.5 FEET WSW OF NW CORNER OF
 MD1621'CONCRETE FOUNDATION OF GARAGE ATTACHED TO HOUSE.
 MD1621'
 MD1621'U.S. GEOLOGICAL SURVEY STANDARD BENCH MARK DISK STAMPED 153 M 940
 MD1621'1934 AND SET IN TOP OF
 MD1621'CONCRETE POST THAT PROJECTS 0.4 FOOT ABOVE GROUND IS 131.19 FEET OR
 MD1621'39.987 METERS ESE IN AZIMUTH 297 DEG
 MD1621'30 MIN FROM STATION, 44 FEET W OF CENTER LINE OF HWY., 1.0 FEET
 MD1621'HIGHER THAN SAME, 28 FEET S OF CENTER LINE
 MD1621'OF ASPHALT COUNTY LINE ROAD, AND 5.3 FEET SSW OF CENTER
 MD1621'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
 MD1621'MIN 54.2 SEC FROM STATION, 39 FEET E OF TELEPHONE POLE THAT IS ON
 MD1621'CREST OF RIDGE, 22 FEET N OF C/L OF ROAD, 1.7
 MD1621'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
 MD1621'CHURCH OF GOD, REFERENCE
 MD1621'MARK NO. 1 1946 WOULD BE DESTROYED.  A NEW REFERENCE MARK NO. 2 1946
 MD1621'1966 WAS ESTABLISHED THIS DATE,
 MD1621'AND OLD REFERENCE MARK 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
 MD1621'INTERSECTION OF STATE ROUTE 109 AND COUNTY LINE N ROAD, ON PROPERTY
 MD1621'OF, AND IN THE LAWN OF MR.
 MD1621'HERSCHEL PENCE.
 MD1621'
 MD1621'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 MD1621'ROUTE 109 IN COLUMBIA CITY,
 MD1621'GO NORTH ON STATE ROUTE 109 FOR 7.5 MILES TO THE T JUNCTION OF STATE
 MD1621'ROUTE 109 AND COUNTY LINE N ROAD
 MD1621'AND THE MARK ABOUT 167 FEET WEST ALONG NORTH SIDE
 MD1621'OF COUNTY LINE N ROAD, IN 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
 MD1621'SOUTHWEST CORNER OF A HOUSE, 45 FEET SOUTHWEST OF THE SOUTHWEST
 MD1621'CORNER OF A TWO-CAR GARAGE, 35 FEET
 MD1621'NORTH OF THE APPROXIMATE CENTER OF COUNTY LINE
 MD1621'N ROAD, 32 FEET WEST OF THE APPROXIMATE CENTER OF A
 MD1621'DRIVEWAY, 20.5 FEET WEST OF THE
 MD1621'WEST CONCRETE CURB OF DRIVEWAY, 19 FEET NORTH-NORTHEAST OF AN I-BEAM
 MD1621'FENCE CORNER POST, 10 FEET EAST OF A
 MD1621'WOVEN WIRE FENCE, AND 9 FEET SOUTH-SOUTHWEST OF A SMALL MAPLE TREE.
 MD1621'IT IS A STANDARD DISK SET IN THE TOP
 MD1621'OF A 12-INCH, SQUARE, CONCRETE MONUMENT, FLUSH
 MD1621'WITH THE SURFACE OF THE LAWN AND THE DISK IS STAMPED
 MD1621'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
 MD1621'EAST OF A POWERLINE POLE, 68 FEET NORTH OF THE NORTHWEST CORNER OF
 MD1621'THE NEW BIG LAKE CHURCH OF GOD
 MD1621'PARSONAGE, 58 FEET EAST OF THE APPROXIMATE CENTER OF A
 MD1621'GRAVELED DRIVE INTO THE CHURCH, 50 FEET WEST
 MD1621'OF THE APPROXIMATE CENTER OF DRIVEWAY
 MD1621'TO PARSONAGE, 42 FEET SOUTH OF A TELEPHONE POLE, AND 5 FEET
 MD1621'NORTHEAST OF THE NORTHEAST CORNER
 MD1621'OF A GARDEN PLOT.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 MD1621'SQUARE, CONCRETE MONUMENT
 MD1621'FLUSH WITH THE SURFACE OF THE GROUND, AND THE DISK IS
 MD1621'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
 MD1621'THE T INTERSECTION OF STATE ROUTE 109 AND COUNTY LINE N ROAD,
 MD1621'44 FEET WEST OF THE APPROXIMATE
 MD1621'CENTER OF STATE ROUTE 109, 29 FEET SOUTH OF THE
 MD1621'APPROXIMATE CENTER OF COUNTY LINE N ROAD, 28 FEET
 MD1621'NORTH OF A TELEPHONE POLE, AND
 MD1621'5 FEET SOUTH-SOUTHEAST OF A UTILITY AND LIGHT POLE.  IT IS A
 MD1621'U.S.G.S. BRONZE DISK SET IN
 MD1621'THE TOP OF AN 8-INCH, SQUARE, CONCRETE MONUMENT PROJECTING 6 INCHES
 MD1621'AND THE DISK IS STAMPED 153 M
 MD1621'940 1945.  NO NOTE.  A TRAVERSE TIE WAS MADE TO THIS MARK IN
 MD1621'1946 AND THE DISTANCE AND DIRECTION WAS
 MD1621'VERIFIED DURING THIS OCCUPATION.
 MD1621'
 MD1621'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2 1946
 MD1621'1966 AND 153 M
 MD1621'(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
 MD1621'NORTH EDGE OF COUNTY
 MD1621'LINE N ROAD, 107 FEET WEST OF A TELEPHONE POLE, 37 FEET EAST OF A
 MD1621'TELEPHONE POLE, 23 FEET NORTH OF
 MD1621'THE APPROXIMATE CENTER OF COUNTY LINE N ROAD, 0.8
 MD1621'FOOT EAST OF METAL WITNESS POST AND SIGN,
 MD1621'0.5 FOOT NORTH OF A FENCE, AND AT THE
 MD1621'SOUTH EDGE OF A CULTIVATED FIELD.  IT IS A STANDARD DISK SET
 MD1621'IN THE TOP OF A 12-INCH, SQUARE,
 MD1621'FLUSH, 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
 MD1621'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 = OCTOBER  6, 2006
 JZ3278 ***********************************************************************
 JZ3278  DESIGNATION -  BILLINGS
 JZ3278  PID         -  JZ3278
 JZ3278  STATE/COUNTY-  IN/UNION
 JZ3278  USGS QUAD   -  NEW FAIRFIELD (1994)
 JZ3278
 JZ3278                         *CURRENT SURVEY CONTROL
 JZ3278  ___________________________________________________________________
 JZ3278* NAD 83(1997)-  39 33 18.91822(N)    084 54 38.08175(W)     ADJUSTED  
 JZ3278* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 JZ3278  ___________________________________________________________________
 JZ3278  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 JZ3278  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 JZ3278
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3278
 JZ3278.The geoid height was determined by GEOID03.
 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;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     -   0.99995540  x   1.00001863  =   0.99997403
 JZ3278!SPC OH S     -   0.99995540  x   0.99994034  =   0.99989574
 JZ3278!UTM  16      -   0.99995540  x   0.99999676  =   0.99995216
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3278.See file dsdata.txt to determine how the superseded data were derived.
 JZ3278
 JZ3278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7951280482(NAD 83)
 JZ3278_MARKER: DS = TRIANGULATION STATION DISK
 JZ3278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA2413 ***********************************************************************
 LA2413  DESIGNATION -  BINGEN
 LA2413  PID         -  LA2413
 LA2413  STATE/COUNTY-  IN/ALLEN
 LA2413  USGS QUAD   -  HOAGLAND (1994)
 LA2413
 LA2413                         *CURRENT SURVEY CONTROL
 LA2413  ___________________________________________________________________
 LA2413* NAD 83(1997)-  40 55 16.08271(N)    084 57 45.29661(W)     ADJUSTED  
 LA2413* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 LA2413  ___________________________________________________________________
 LA2413  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 LA2413  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 LA2413
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2413
 LA2413.The geoid height was determined by GEOID03.
 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     -  MONROEVILLE MUNICIPAL TANK               052 22 20.1
 LA2413:UTM  16      -  MONROEVILLE MUNICIPAL TANK               051 29 54.9
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2413.See file dsdata.txt to determine how the superseded data were derived.
 LA2413
 LA2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7155932001(NAD 83)
 LA2413_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2413
 LA2413  HISTORY     - Date     Condition        Report By
 LA2413  HISTORY     - 1947     MONUMENTED       CGS
 LA2413  HISTORY     - 1955     SEE DESCRIPTION  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
 LA2413'LAND OWNED BY HUAK BROTHERS.  IT IS 57 FEET WEST OF A POWER POLE, 53
 LA2413'FEET SOUTHEAST OF THE SOUTHEAST
 LA2413'CORNER OF THE BARN, 46 FEET SOUTHWEST OF THE LANE INTERSECTION
 LA2413'AND 14 FEET NORTH OF A FENCE.  THE MARK IS
 LA2413'FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 LA2413'BINGEN 1947.
 LA2413'*
 LA2413'REFERENCE MARK NO. 1 IS
 LA2413'122.27 FEET EAST OF THE STATION.  IT IS 88 FEET SOUTHWEST OF
 LA2413'THE SOUTHWEST CORNER OF THE HOUSE (EAST),
 LA2413'85 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 LA2413'HOUSE (WEST) AND 13 FEET NORTH OF THE CENTER OF THE DRIVE.
 LA2413'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
 LA2413'LANE AND ONE FOOT EAST OF THE FENCE.  THE MARK PROJECTS ABOUT 4
 LA2413'INCHES AND THE DISK IS STAMPED BINGEN
 LA2413'NO 2 1947.
 LA2413'
 LA2413'AZIMUTH MARK IS 0.4 MILE SOUTHWEST OF THE STATION.  IT IS 22 FEET
 LA2413'WEST OF A POWER POLE, 20 FEET
 LA2413'SOUTH OF THE CENTER OF THE ROAD, 2.5 FEET EAST OF A FENCE CORNER AND
 LA2413'1.5 FEET EAST OF A WHITE WITNESS
 LA2413'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 LA2413'STAMPED BINGEN 1947.
 LA2413'
 LA2413'TO REACH THE STATION FROM THE DEPOT AND RAILROAD CROSSING IN
 LA2413'HOAGLAND, GO EAST ON BLACK TOP
 LA2413'ROAD FOR 1.75 MILES TO A CROSSROAD, TURN RIGHT AND GO SOUTH FOR 2
 LA2413'MILES TO A T- ROAD INTERSECTION, TURN
 LA2413'RIGHT AND GO WEST 0.2 MILE TO A LANE ON THE RIGHT, *TURN RIGHT
 LA2413'AND GO 0.1 MILE TO THE BARN AND STATION AS
 LA2413'DESCRIBED.  *TO REACH THE AZIMUTH MARK FROM
 LA2413'THIS POINT GO WEST 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT
 LA2413'AS 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
 LA2413'ADEQUATE EXCEPT FOR TWO DISCREPANCIES.  A DIFFERENCE IN THE DISTANCE
 LA2413'TO REFERENCE MARK 2 WAS NOTED.
 LA2413'THE 1955 MEASUREMENT WAS CHECKED AND IS CORRECT.
 LA2413'*
 LA2413'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.1 MILE,
 LA2413'TURN RIGHT AND GO WEST FOR 0.2
 LA2413'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,
 LA2413'THENCE 0.2 MILE W ON SOUTH COUNTY LINE ROAD, THENCE 0.1 MILE N ON
 LA2413'FARM LANE TO STATION, 48 FEET W OF CENTER LINE OF THE CENTER LINE
 LA2413'OF LANE, 58.5 FEET W OF CENTER OF POWER POLE, AND 22 FEET S OF
 LA2413'CENTER LINE OF FARM DRIVEWAY, STANDARD DISKS STAMPED BINGEN 1947
 LA2413'MARKS, THE UPPER MARK 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
 LA2413'HOUSE, 86 FEET SE OF SE CORNER OF ANOTHER HOUSE, AND 13 FEET N OF
 LA2413'CENTER LINE OF E-W FARM DRIVEWAY.
 LA2413'
 LA2413'REFERENCE STAMPED BINGEN NO 2 1947, PROJECTS 0.3 FOOT, IS 110.25
 LA2413'FEET OR (33.604 METERS) SSE OF STATION, 12 FEET W OF CENTER LINE OF
 LA2413'FARM LANE, AND 1.4 FEET S OF STEEL WITNESS POST.  THE DISTANCE HERE
 LA2413'CHECKS 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
 LA2413'W OF PROJECTED PLANE OF W WALL OF SAME.
 LA2413'
 LA2413'AZIMUTH MARK STAMPED BINGEN 1947, PROJECTS 0.3 FOOT, IS ABOUT 0.3
 LA2413'MILE WSW OF THE STATION, 18 FEET W OF A POWER POLE, 18 FEET S OF
 LA2413'CENTER LINE OF ROAD, 3 FEET E OF A FENCE CORNER, AND 1.4 FEET E OF
 LA2413'STEEL WITNESS POST.  THE DISTANCE WAS COMPUTED FROM A WEAK
 LA2413'TRIANGLE AS 473.7 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
 LA2413'COUNTY ENGINEER AFTER A NEW MARK WAS SET.  THE DISTANCE AND
 LA2413'DIRECTION TO REFERENCE MARKS 1 AND 2 CHECKED.  THE DISTANCE TO
 LA2413'REFERENCE MARK 3 CHECKED BUT THE DIRECTION WAS FOUND TO BE IN
 LA2413'ERROR BY 5 MINUTES AND 38 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
 LA2413'WEST OF A FENCE CORNER, 45 FEET WEST OF THE CENTERLINE OF A
 LA2413'DRIVEWAY, 58 FEET WEST OF A POWER POLE AND 51 FEET SOUTHWEST OF THE
 LA2413'SOUTHEAST CORNER OF A GARAGE.  THE MONUMENT IS FLUSH AND THE DISK
 LA2413'IS STAMPED BINGEN 1947.
 LA2413'
 LA2413'TO REACH THE STATION FROM THE RAILROAD CROSSING AND DEPOT IN
 LA2413'HOAGLAND, GO EAST ON PAVED ROAD FOR 1.75 MILES TO A CROSSROAD, TURN
 LA2413'RIGHT AND GO SOUTH ON HOUK RD. FOR 2 MILES TO A T-ROAD
 LA2413'INTERSECTION.  TURN RIGHT AND GO WEST ON COUNTY LINE ROAD FOR 0.2
 LA2413'MILE TO A DRIVEWAY RIGHT.  TURN RIGHT ON THE DRIVEWAY AND GO
 LA2413'NORTH FOR 0.1 MILE TO THE STATION ON THE LEFT.  TO REACH THE
 LA2413'AZIMUTH MARK FROM THE DRIVEWAY CONTINUE WEST ON COUNTY LINE RD.
 LA2413'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
 LA2413'CORNER AND 13 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY.  THE
 LA2413'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED BINGEN NO 2
 LA2413'1947.
 LA2413'
 LA2413'REFERENCE MARK 3 IS 39 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 LA2413'A 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,
 LA2413'1 FOOT EAST OF A METAL WITNESS POST AND 2 FEET WEST OF A POWER
 LA2413'POLE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LA2413'BINGEN 1947 1971.
 LA2413'
 LA2413'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 LA2413'SOUTH OF HOAGLAND.
 LA2413'
 LA2413'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2412 ***********************************************************************
 LA2412  DESIGNATION -  BINGEN RM 3
 LA2412  PID         -  LA2412
 LA2412  STATE/COUNTY-  IN/ALLEN
 LA2412  USGS QUAD   -  HOAGLAND (1994)
 LA2412
 LA2412                         *CURRENT SURVEY CONTROL
 LA2412  ___________________________________________________________________
 LA2412* NAD 83(1997)-  40 55 16.88735(N)    084 57 47.40228(W)     ADJUSTED  
 LA2412* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 LA2412  ___________________________________________________________________
 LA2412  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 LA2412  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 LA2412
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2412
 LA2412.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2412.See file dsdata.txt to determine how the superseded data were derived.
 LA2412
 LA2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7150932024(NAD 83)
 LA2412_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2412_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 LA2412'OF HOAGLAND, 39 FEET SOUTH OF
 LA2412'THE SOUTHWEST CORNER OF A BARN, 18 FEET NORTH OF THE NORTHWEST CORNER
 LA2412'OF A SMALL SHED, 8 FEET EAST OF THE
 LA2412'EDGE OF A CULTIVATED FIELD, AND ON LAND OWNED BY
 LA2412'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,
 LA2412'TURN RIGHT AND GO SOUTH FOR 2.0 MILES TO A T-JUNCTION, TURN RIGHT AND
 LA2412'GO WEST FOR 0.2 MILE TO A FARM ROAD
 LA2412'ON THE RIGHT (TO REACH THE AZIMUTH MARK, CONTINUE
 LA2412'WEST FOR 0.2 MILE TO THE MARK ON THE LEFT AS
 LA2412'DESCRIBED), TURN RIGHT ON THE FARM ROAD
 LA2412'AND GO NORTH FOR 0.1 MILE TO THE HUAK BROTHERS FARM HOME AND
 LA2412'THE STATION.
 LA2412'
 LA2412'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED BINGEN
 LA2412'1947 RM 3.  REFERENCE MARK
 LA2412'1 IS 88 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARM HOME
 LA2412'AND 13 FEET NORTH OF THE CENTER
 LA2412'OF A DRIVEWAY.  IT COULD NOT BE MEAUSRED BECAUSE OF A
 LA2412'BUILDING ON LINE.  THE MARK IS FLUSH WITH THE
 LA2412'GROUND, AND THE DISK IS STAMPED BINGEN
 LA2412'NO 1 1947.
 LA2412'
 LA2412'REFERENCE MARK 2 IS 14 FEET WEST
 LA2412'OF THE CENTER OF THE FARM ROAD AND 1 FOOT EAST
 LA2412'OF A FENCE.  IT COULD NOT BE MEASURED BECAUSE OF A
 LA2412'HALF-GROWN WHEAT FIELD.  THE MARK
 LA2412'PROJECTS 4 INCHES, AND THE DISK IS STAMPED BINGEN NO 2 1947.
 LA2412'
 LA2412'THE AZIMUTH MARK IS 22 FEET WEST OF A
 LA2412'POWERLINE POLE, 20 FEET SOUTH OF THE CENTER
 LA2412'OF A GRAVELED ROAD AND 1 FOOT EAST OF A 4 INCH X 4 INCH
 LA2412'WHITE WITNESS POST.  THE MARK PROJECTS 4
 LA2412'INCHES, AND THE DISK IS STAMPED BINGEN 1947.
 LA2412'
 LA2412'PERMISSION COULD NOT BE OBTAINED TO
 LA2412'BUILD A TOWER OVER BINGEN 1947 BECAUSE OF
 LA2412'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
 LA2412'SOUTH COUNTY LINE ROAD, THENCE 0.1 MILE N ON FARM LANE TO W SIDE OF
 LA2412'BARNLOT AND STATION, 39 FEET S OF SW CORNER OF NW BARN, 11
 LA2412'FEET W OF PROJECTED PLANE OF W WALL OF SAME, AN R.M. DISK STAMPED
 LA2412'BINGEN NO 3 1947 SET FLUSH IN AN MARK.  ORIGINAL DESCRIPTION LISTS
 LA2412'MARKS.
 LA2412'
 LA2412'STATION STAMPED BINGEN 1947, FLUSH, IS 181.00 FEET (55.169 METERS)
 LA2412'ESE OF SUBJECT STATION, 58.5 FEET W OF POWER POLE, 48 FEET W OF
 LA2412'CENTER LINE OF N-S LANE, AND 22 FEET S OF C/L OF E-W LANE.
 LA2412'DISTANCE MEASURED 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
 LA2412'OF ONE HOUSE, 86 FEET SE OF SE CORNER OF ANOTHER HOUSE, AND 13 FEET
 LA2412'N OF CENTER LINE OF DRIVEWAY.
 LA2412'
 LA2412'REFERENCE STAMPED BINGEN NO 2 1947, PROJECTS 0.3 FOOT, IS 81.68
 LA2412'METERS (268.0 FEET) (COMPUTED) SE OF STATION, 12 FEET W OF C/L OF
 LA2412'LANE, 1.4 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
 LA2412'S OF CENTER LINE OF GRAVEL ROAD, 3 FEET E OF A FENCE CORNER, AND
 LA2412'1.4 FEET E OF STEEL WITNESS POST.  THE DISTANCE WAS COMPUTED FROM
 LA2412'THE 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
 LA2412'COUNTY ENGINEER, AFTER A NEW AZIMUTH MARK WAS SET.  THE DISTANCE AND
 LA2412'DIRECTION TO BINGEN 1947 CHECKED.  REFERENCE MARKS 1 AND 2
 LA2412'COULD NOT BE TAKEN NOR MEASURED TO DUE TO BUILDINGS AND EQUIPMENT
 LA2412'ON LINE.  A NEW DESCRIPTION FOLLOWS--
 LA2412'
 LA2412'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF FORT WAYNE, ON
 LA2412'THE PROPERTY OF MR. LLOYD J. KIESS, 39 FEET SOUTHWEST OF THE
 LA2412'SOUTHWEST CORNER OF A BARN, 18 FEET NORTH OF THE NORTHWEST CORNER OF
 LA2412'A SHED AND 18 FEET NORTHEAST OF A 14 INCH HEDGE TREE.  THE
 LA2412'MONUMENT IS ABOUT 8 INCHES UNDERGROUND AND THE DISK IS STAMPED
 LA2412'BINGEN NO 3 1947.
 LA2412'
 LA2412'TO REACH THE STATION FROM THE RAILROAD CROSSING AND DEPOT AT
 LA2412'HOAGLAND, GO EAST ON PAVED ROAD FOR 1.75 MILES TO A CROSSROAD.  TURN
 LA2412'RIGHT AND GO SOUTH ON HOUK RD. FOR 2.0 MILES TO A T-ROAD
 LA2412'INTERSECTION.  TURN RIGHT ON COUNTY LINE ROAD AND GO WEST FOR 0.2
 LA2412'MILE TO A DRIVEWAY RIGHT.  TURN RIGHT AND GO NORTH ON THE
 LA2412'DRIVEWAY FOR 0.1 MILE TO A GARAGE.  TURN LEFT PASSING TO THE
 LA2412'SOUTH SIDE OF THE GARAGE AND GO WEST FOR ABOUT 180 FEET TO THE
 LA2412'STATION.  TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY, CONTINUE
 LA2412'WEST ON COUNTY LINE RD. FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 LA2412'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
 LA2412'THE GARAGE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BINGEN
 LA2412'1947.
 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
 LA2412'CORNER AND 13 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY.  THE
 LA2412'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED BINGEN NO 2
 LA2412'1947.
 LA2412'
 LA2412'THE AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 LA2412'27 FEET EAST OF FENCE CORNER AT THE NORTHEAST EDGE OF WOODS, 1 FOOT
 LA2412'EAST OF A METAL WITNESS POST AND 2 FEET WEST OF A POWER POLE.  THE
 LA2412'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED BINGEN 1947
 LA2412'1971.
 LA2412'
 LA2412'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 LA2412'SOUTH OF HOAGLAND.
 LA2412'
 LA2412'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2168 ***********************************************************************
 LA2168  DESIGNATION -  BIPPUS
 LA2168  PID         -  LA2168
 LA2168  STATE/COUNTY-  IN/HUNTINGTON
 LA2168  USGS QUAD   -  BIPPUS (1972)
 LA2168
 LA2168                         *CURRENT SURVEY CONTROL
 LA2168  ___________________________________________________________________
 LA2168* NAD 83(1997)-  40 56 37.25516(N)    085 36 36.33025(W)     ADJUSTED  
 LA2168* NAVD 88     -       258.25   (+/-2cm)     847.3    (feet)  VERTCON   
 LA2168  ___________________________________________________________________
 LA2168  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 LA2168  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 LA2168
 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.The vertical order pertains to the NGVD 29 superseded value.
 LA2168
 LA2168.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2168
 LA2168.The geoid height was determined by GEOID03.
 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     -   0.99996480  x   0.99996695  =   0.99993175
 LA2168!UTM  16      -   0.99996480  x   0.99976847  =   0.99973328
 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 (07/19/86)  258.38   (m)          847.7    (f) LEVELING    3  
 LA2168
 LA2168.Superseded values are not recommended for survey control.
 LA2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2168.See file dsdata.txt to determine how the superseded data were derived.
 LA2168
 LA2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1699433435(NAD 83)
 LA2168_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2168
 LA2168  HISTORY     - Date     Condition        Report By
 LA2168  HISTORY     - 1947     MONUMENTED       CGS
 LA2168  HISTORY     - 1948     SEE DESCRIPTION  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
 LA2168'RAILROAD.  IT IS 276 FEET SOUTH OF THE INTERSECTION OF STATE HIGHWAY
 LA2168'113 AND A CROSS ROAD, 54 FEET WEST OF
 LA2168'A TELEPHONE POLE, 27 FEET NORTH OF THE NORTH RAIL OF THE
 LA2168'RAILROAD, 24 FEET EAST OF THE CENTER OF THE ROAD AND
 LA2168'5 FEET NORTHWEST OF A WHITE WITNESS
 LA2168'POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 LA2168'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
 LA2168'AND 36 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD.  THE MARK IS
 LA2168'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
 LA2168'ROAD AND 30 FEET NORTH OF A FENCE CORNER.  THE MARK IS FLUSH WITH THE
 LA2168'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
 LA2168'HOUSE AND 4 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS
 LA2168'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
 LA2168'HIGHWAY 113 FOR 0.75 MILE TO A CROSSROAD, TURN RIGHT AND GO 0.05 MILE
 LA2168'TO RAILROAD AND STATION AS
 LA2168'DESCRIBED.
 LA2168'
 LA2168'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS 113 AND
 LA2168'105 GO SOUTH ON HIGHWAY 105 FOR
 LA2168'0.3 MILE TO THE AZIMUTH MARK AS 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
 LA2168'MARKS WERE FOUND
 LA2168'IN GOOD CONDITION.  ONE EXCEPTION WAS NOTED- REFERENCE MARK NO. 2
 LA2168'FAILED TO CHECK IN DIRECTION.  OLD
 LA2168'DESCRIPTION IS ADEQUATE.
 LA2168'
 LA2168'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2364 ***********************************************************************
 LB2364  DESIGNATION -  BIRM
 LB2364  PID         -  LB2364
 LB2364  STATE/COUNTY-  IN/MIAMI
 LB2364  USGS QUAD   -  MACY (1994)
 LB2364
 LB2364                         *CURRENT SURVEY CONTROL
 LB2364  ___________________________________________________________________
 LB2364* NAD 83(1997)-  40 55 43.24544(N)    086 09 33.68644(W)     ADJUSTED  
 LB2364* NAVD 88     -       256.     (meters)     840.     (feet)  SCALED    
 LB2364  ___________________________________________________________________
 LB2364  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 LB2364  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 LB2364
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2364
 LB2364.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2364.See file dsdata.txt to determine how the superseded data were derived.
 LB2364
 LB2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7077631180(NAD 83)
 LB2364_MARKER: DS = TRIANGULATION STATION DISK
 LB2364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB1192 ***********************************************************************
 LB1192  DESIGNATION -  BIX RESET 1962
 LB1192  PID         -  LB1192
 LB1192  STATE/COUNTY-  IN/WHITE
 LB1192  USGS QUAD   -  MONON (1980)
 LB1192
 LB1192                         *CURRENT SURVEY CONTROL
 LB1192  ___________________________________________________________________
 LB1192* NAD 83(1986)-  40 51 49.     (N)    086 52 45.     (W)     SCALED    
 LB1192* NAVD 88     -       208.27   (meters)     683.3    (feet)  RESET     
 LB1192  ___________________________________________________________________
 LB1192  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 LB1192
 LB1192  VERT ORDER  -  THIRD
 LB1192
 LB1192.The horizontal coordinates were scaled from a topographic map and have
 LB1192.an estimated accuracy of +/- 6 seconds.
 LB1192
 LB1192.The orthometric height was computed from unverified reset data.
 LB1192
 LB1192.The geoid height was determined by GEOID03.
 LB1192
 LB1192;                    North         East    Units  Estimated Accuracy
 LB1192;SPC IN W     -   623,430.      917,210.      MT  (+/- 180 meters Scaled)
 LB1192
 LB1192                          SUPERSEDED SURVEY CONTROL
 LB1192
 LB1192.No superseded survey control is available for this station.
 LB1192
 LB1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL101236(NAD 83)
 LB1192_MARKER: DB = BENCH MARK DISK
 LB1192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1192_SP_SET: CONCRETE STEP
 LB1192_STAMPING: B 1 X RESET 1962
 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 = OCTOBER  6, 2006
 ME2271 ***********************************************************************
 ME2271  DESIGNATION -  BIXLER
 ME2271  PID         -  ME2271
 ME2271  STATE/COUNTY-  IN/ST JOSEPH
 ME2271  USGS QUAD   -  NAPPANEE WEST (1991)
 ME2271
 ME2271                         *CURRENT SURVEY CONTROL
 ME2271  ___________________________________________________________________
 ME2271* NAD 83(1997)-  41 29 45.95192(N)    086 04 44.93017(W)     ADJUSTED  
 ME2271* NAVD 88     -       254.     (meters)     833.     (feet)  SCALED    
 ME2271  ___________________________________________________________________
 ME2271  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 ME2271  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 ME2271
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2271
 ME2271.The geoid height was determined by GEOID03.
 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     -   0.99996548  x   0.99998126  =   0.99994674
 ME2271!UTM  16      -   0.99996548  x   0.99967270  =   0.99963820
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2271.See file dsdata.txt to determine how the superseded data were derived.
 ME2271
 ME2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7686294240(NAD 83)
 ME2271_MARKER: DS = TRIANGULATION STATION DISK
 ME2271_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 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
 ME2271'NORTHWEST OF NAPPANEE AND ABOUT 5 MILES NORTHEAST OF BREMEN.  IT IS
 ME2271'122 FEET NORTH OF THE NORTHEAST
 ME2271'CORNER OF MR. BIXLERS HOUSE, 85 FEET SOUTHWEST OF A WHITE
 ME2271'WITNESS POST, 39 FEET WEST OF THE CENTER OF
 ME2271'BEECH ROAD AND 28 FEET SOUTHWEST OF A 12
 ME2271'INCH MAPLE TREE.  THE MARK IS 12 INCHES UNDERGROUND AND THE
 ME2271'DISK IS STAMPED 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
 ME2271'POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 ME2271'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.
 ME2271'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BIXLER NO 2
 ME2271'1952.
 ME2271'
 ME2271'AZIMUTH MARK IS 19 FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND 3
 ME2271'FEET WEST OF A WHITE WITNESS
 ME2271'POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 ME2271'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
 ME2271'OF BREMEN, GO EAST ON HIGHWAY 6 FOR 3.6 MILES TO A GRAVEL CROSSROAD.
 ME2271'TURN LEFT ON GRAVEL ROAD AND GO
 ME2271'NORTH FOR 2.2 MILES TO THE ST. JOSEPH COUNTY LINE AND
 ME2271'THE BEGINNING OF A PAVED ROAD (BEECH ROAD).
 ME2271'CONTINUE NORTH ON BEECH ROAD FOR 1.1 MILES
 ME2271'TO THE STATION ON THE LEFT AS DESCRIBED.
 ME2271'
 ME2271'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON BEECH ROAD
 ME2271'FOR 0.15 MILE TO A GRAVEL
 ME2271'CROSSROAD.  TURN LEFT AND GO EAST ON GRAVEL ROAD FOR 0.15 MILE TO THE
 ME2271'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 = OCTOBER  6, 2006
 LA0933 ***********************************************************************
 LA0933  DESIGNATION -  BLA G 7
 LA0933  PID         -  LA0933
 LA0933  STATE/COUNTY-  IN/BLACKFORD
 LA0933  USGS QUAD   -  MONTPELIER (1962)
 LA0933
 LA0933                         *CURRENT SURVEY CONTROL
 LA0933  ___________________________________________________________________
 LA0933* NAD 83(1986)-  40 33 16.     (N)    085 15 42.     (W)     SCALED    
 LA0933* NAVD 88     -       261.95   (+/-2cm)     859.4    (feet)  VERTCON   
 LA0933  ___________________________________________________________________
 LA0933  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 LA0933
 LA0933  VERT ORDER  -  THIRD (See Below)
 LA0933
 LA0933.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 LA0933
 LA0933.The geoid height was determined by GEOID03.
 LA0933
 LA0933;                    North         East    Units  Estimated Accuracy
 LA0933;SPC IN E     -   589,160.      134,300.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0933.See file dsdata.txt to determine how the superseded data were derived.
 LA0933
 LA0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK471907(NAD 83)
 LA0933_MARKER: DD = SURVEY DISK
 LA0933_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0933_SP_SET: BRIDGE
 LA0933_STAMPING: BLA G-7
 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 = OCTOBER  6, 2006
 HB1438 ***********************************************************************
 HB1438  DESIGNATION -  BLACK
 HB1438  PID         -  HB1438
 HB1438  STATE/COUNTY-  IN/POSEY
 HB1438  USGS QUAD   -  WABASH ISLAND (1981)
 HB1438
 HB1438                         *CURRENT SURVEY CONTROL
 HB1438  ___________________________________________________________________
 HB1438* NAD 83(1997)-  37 51 13.63937(N)    088 00 11.51741(W)     ADJUSTED  
 HB1438* NAVD 88     -       138.60   (+/-2cm)     454.7    (feet)  VERTCON   
 HB1438  ___________________________________________________________________
 HB1438  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 HB1438  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 HB1438
 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.The vertical order pertains to the NGVD 29 superseded value.
 HB1438
 HB1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1438
 HB1438.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 (07/19/86)  138.71   (m)          455.1    (f) LEVELING    3  
 HB1438
 HB1438.Superseded values are not recommended for survey control.
 HB1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1438.See file dsdata.txt to determine how the superseded data were derived.
 HB1438
 HB1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG1174690067(NAD 83)
 HB1438_MARKER: DS = TRIANGULATION STATION DISK
 HB1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2252 ***********************************************************************
 HZ2252  DESIGNATION -  BLACK
 HZ2252  PID         -  HZ2252
 HZ2252  STATE/COUNTY-  IN/HARRISON
 HZ2252  USGS QUAD   -  LANESVILLE (1993)
 HZ2252
 HZ2252                         *CURRENT SURVEY CONTROL
 HZ2252  ___________________________________________________________________
 HZ2252* NAD 83(1997)-  38 10 15.72340(N)    085 58 25.42214(W)     ADJUSTED  
 HZ2252* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 HZ2252  ___________________________________________________________________
 HZ2252  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 HZ2252  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 HZ2252
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2252
 HZ2252.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 USGS 1947                    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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2252.See file dsdata.txt to determine how the superseded data were derived.
 HZ2252
 HZ2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8989525289(NAD 83)
 HZ2252_MARKER: DS = TRIANGULATION STATION DISK
 HZ2252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ3360 ***********************************************************************
 JZ3360  DESIGNATION -  BLACKFORK
 JZ3360  PID         -  JZ3360
 JZ3360  STATE/COUNTY-  IN/JENNINGS
 JZ3360  USGS QUAD   -  NORTH VERNON (1993)
 JZ3360
 JZ3360                         *CURRENT SURVEY CONTROL
 JZ3360  ___________________________________________________________________
 JZ3360* NAD 83(1997)-  39 03 28.09959(N)    085 41 22.37130(W)     ADJUSTED  
 JZ3360* NAVD 88     -       215.19   (+/-2cm)     706.0    (feet)  VERTCON   
 JZ3360  ___________________________________________________________________
 JZ3360  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 JZ3360  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ3360
 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ3360
 JZ3360.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3360
 JZ3360.The geoid height was determined by GEOID03.
 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     -   0.99997157  x   0.99996671  =   0.99993828
 JZ3360!UTM  16      -   0.99997157  x   0.99975830  =   0.99972988
 JZ3360
 JZ3360:                Primary Azimuth Mark                     Grid Az
 JZ3360:SPC IN E     -  QUEENVILLE SCHOOLHOUSE CUPOLA            128 19 18.0
 JZ3360:UTM  16      -  QUEENVILLE SCHOOLHOUSE CUPOLA            127 28 53.2
 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  NGVD 29 (07/19/86)  215.31   (m)          706.4    (f) LEVELING    3  
 JZ3360
 JZ3360.Superseded values are not recommended for survey control.
 JZ3360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3360.See file dsdata.txt to determine how the superseded data were derived.
 JZ3360
 JZ3360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1338424008(NAD 83)
 JZ3360_MARKER: DS = TRIANGULATION STATION DISK
 JZ3360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 AE8492 ***********************************************************************
 AE8492  CBN         -  This is a Cooperative Base Network Control Station.
 AE8492  DESIGNATION -  BLO 1
 AE8492  PID         -  AE8492
 AE8492  STATE/COUNTY-  IN/MONROE
 AE8492  USGS QUAD   -  CLEAR CREEK (1990)
 AE8492
 AE8492                         *CURRENT SURVEY CONTROL
 AE8492  ___________________________________________________________________
 AE8492* NAD 83(1997)-  39 07 09.96943(N)    086 33 24.09350(W)     ADJUSTED  
 AE8492* NAVD 88     -       221.5    (meters)     727.     (feet)  GPS OBS   
 AE8492  ___________________________________________________________________
 AE8492  X           -     297,608.781 (meters)                     COMP
 AE8492  Y           -  -4,946,172.978 (meters)                     COMP
 AE8492  Z           -   4,002,731.657 (meters)                     COMP
 AE8492  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 AE8492  ELLIP HEIGHT-         188.40  (meters)          (04/10/98) GPS OBS
 AE8492  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 AE8492
 AE8492  HORZ ORDER  -  B
 AE8492  ELLP ORDER  -  FOURTH    CLASS I
 AE8492
 AE8492.The horizontal coordinates were established by GPS observations
 AE8492.and adjusted by the National Geodetic Survey in April 1998..
 AE8492
 AE8492.The orthometric height was determined by GPS observations and a
 AE8492.high-resolution geoid model.
 AE8492
 AE8492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8492
 AE8492.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8492
 AE8492.The ellipsoidal height was determined by GPS observations
 AE8492.and is referenced to NAD 83.
 AE8492
 AE8492.The geoid height was determined by GEOID03.
 AE8492
 AE8492;                    North         East     Units Scale Factor Converg.
 AE8492;SPC IN W     -   429,887.287   945,542.807   MT  0.99999220   +0 19 56.2
 AE8492;SPC IN W     - 1,410,388.54  3,102,168.36   sFT  0.99999220   +0 19 56.2
 AE8492;UTM  16      - 4,330,124.195   538,322.221   MT  0.99961808   +0 16 46.9
 AE8492
 AE8492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8492!SPC IN W     -   0.99997044  x   0.99999220  =   0.99996264
 AE8492!UTM  16      -   0.99997044  x   0.99961808  =   0.99958853
 AE8492
 AE8492                          SUPERSEDED SURVEY CONTROL
 AE8492
 AE8492.No superseded survey control is available for this station.
 AE8492
 AE8492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3832230124(NAD 83)
 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 = OCTOBER  6, 2006
 HZ2321 ***********************************************************************
 HZ2321  DESIGNATION -  BLOCHER
 HZ2321  PID         -  HZ2321
 HZ2321  STATE/COUNTY-  IN/SCOTT
 HZ2321  USGS QUAD   -  BLOCHER (1993)
 HZ2321
 HZ2321                         *CURRENT SURVEY CONTROL
 HZ2321  ___________________________________________________________________
 HZ2321* NAD 83(1997)-  38 43 33.89461(N)    085 39 15.93229(W)     ADJUSTED  
 HZ2321* NAVD 88     -       213.9    (meters)     702.     (feet)  VERTCON   
 HZ2321  ___________________________________________________________________
 HZ2321  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 HZ2321  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 HZ2321
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2321
 HZ2321.The geoid height was determined by GEOID03.
 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     -   0.99997175  x   0.99996668  =   0.99993843
 HZ2321!UTM  16      -   0.99997175  x   0.99976847  =   0.99974023
 HZ2321
 HZ2321:                Primary Azimuth Mark                     Grid Az
 HZ2321:SPC IN E     -  PARIS AT AND T MW KSP 71                 018 54 53.1
 HZ2321:UTM  16      -  PARIS AT AND T MW KSP 71                 018 04 49.9
 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  NGVD 29 (07/19/86)  214.0    (m)          702.     (f) VERT ANG       
 HZ2321
 HZ2321.Superseded values are not recommended for survey control.
 HZ2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2321.See file dsdata.txt to determine how the superseded data were derived.
 HZ2321
 HZ2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1696687240(NAD 83)
 HZ2321_MARKER: DS = TRIANGULATION STATION DISK
 HZ2321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2328 ***********************************************************************
 HZ2328  DESIGNATION -  BLOCHER RM A 1970
 HZ2328  PID         -  HZ2328
 HZ2328  STATE/COUNTY-  IN/SCOTT
 HZ2328  USGS QUAD   -  BLOCHER (1993)
 HZ2328
 HZ2328                         *CURRENT SURVEY CONTROL
 HZ2328  ___________________________________________________________________
 HZ2328* NAD 83(1997)-  38 43 33.52436(N)    085 39 14.92334(W)     ADJUSTED  
 HZ2328* NAVD 88     -       213.1    (meters)     699.     (feet)  VERTCON   
 HZ2328  ___________________________________________________________________
 HZ2328  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 HZ2328  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 HZ2328
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2328
 HZ2328.The geoid height was determined by GEOID03.
 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     -   0.99997187  x   0.99996668  =   0.99993856
 HZ2328!UTM  16      -   0.99997187  x   0.99976854  =   0.99974042
 HZ2328
 HZ2328:                Primary Azimuth Mark                     Grid Az
 HZ2328:SPC IN E     -  PARIS AT AND T MW KSP 71                 018 47 13.4
 HZ2328:UTM  16      -  PARIS AT AND T MW KSP 71                 017 57 10.2
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2328.See file dsdata.txt to determine how the superseded data were derived.
 HZ2328
 HZ2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1699087229(NAD 83)
 HZ2328_MARKER: DS = TRIANGULATION STATION DISK
 HZ2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA1989 ***********************************************************************
 KA1989  DESIGNATION -  BLOOMFIELD
 KA1989  PID         -  KA1989
 KA1989  STATE/COUNTY-  IN/GREENE
 KA1989  USGS QUAD   -  BLOOMFIELD (1980)
 KA1989
 KA1989                         *CURRENT SURVEY CONTROL
 KA1989  ___________________________________________________________________
 KA1989* NAD 83(1997)-  39 01 52.80453(N)    086 56 14.88189(W)     ADJUSTED  
 KA1989* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 KA1989  ___________________________________________________________________
 KA1989  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 KA1989  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KA1989
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1989
 KA1989.The geoid height was determined by GEOID03.
 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     -   0.99997331  x   0.99996863  =   0.99994194
 KA1989!UTM  16      -   0.99997331  x   0.99960036  =   0.99957368
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1989.See file dsdata.txt to determine how the superseded data were derived.
 KA1989
 KA1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0541220256(NAD 83)
 KA1989_MARKER: DS = TRIANGULATION STATION DISK
 KA1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA1990 ***********************************************************************
 KA1990  DESIGNATION -  BLOOMFIELD MUNICIPAL STANDPIPE
 KA1990  PID         -  KA1990
 KA1990  STATE/COUNTY-  IN/GREENE
 KA1990  USGS QUAD   -  BLOOMFIELD (1980)
 KA1990
 KA1990                         *CURRENT SURVEY CONTROL
 KA1990  ___________________________________________________________________
 KA1990* NAD 83(1997)-  39 01 52.46881(N)    086 56 14.57013(W)     ADJUSTED  
 KA1990* NAVD 88     -                                                        
 KA1990  ___________________________________________________________________
 KA1990  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 KA1990  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KA1990
 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
 KA1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1990
 KA1990.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1990
 KA1990  NAD 83(1986)-  39 01 52.47488(N)    086 56 14.56733(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1990.See file dsdata.txt to determine how the superseded data were derived.
 KA1990
 KA1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0542020245(NAD 83)
 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 = OCTOBER  6, 2006
 KA0447 ***********************************************************************
 KA0447  DESIGNATION -  BLOOMINGTON
 KA0447  PID         -  KA0447
 KA0447  STATE/COUNTY-  IN/MONROE
 KA0447  USGS QUAD   -  BLOOMINGTON (1990)
 KA0447
 KA0447                         *CURRENT SURVEY CONTROL
 KA0447  ___________________________________________________________________
 KA0447* NAD 83(1986)-  39 09 56.     (N)    086 32 02.     (W)     SCALED    
 KA0447* NAVD 88     -       231.683  (meters)     760.11   (feet)  ADJUSTED  
 KA0447  ___________________________________________________________________
 KA0447  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KA0447  DYNAMIC HT  -         231.541 (meters)     759.65  (feet)  COMP
 KA0447  MODELED GRAV-     980,010.3   (mgal)                       NAVD 88
 KA0447
 KA0447  VERT ORDER  -  SECOND    CLASS 0
 KA0447
 KA0447.The horizontal coordinates were scaled from a topographic map and have
 KA0447.an estimated accuracy of +/- 6 seconds.
 KA0447
 KA0447.The orthometric height was determined by differential leveling
 KA0447.and adjusted by the National Geodetic Survey in June 1991..
 KA0447
 KA0447.The geoid height was determined by GEOID03.
 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     -   435,020.      947,480.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0447.See file dsdata.txt to determine how the superseded data were derived.
 KA0447
 KA0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ402352(NAD 83)
 KA0447_MARKER: DB = BENCH MARK DISK
 KA0447_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0447_SP_SET: STEP
 KA0447_STAMPING: 760.491 BLOOMINGTON 1934
 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             NGS
 KA0447  HISTORY     - 1964     GOOD             NGS
 KA0447  HISTORY     - 20020707 GOOD             GEOCAC
 KA0447
 KA0447                          STATION DESCRIPTION
 KA0447
 KA0447'DESCRIBED BY NATIONAL 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 NATIONAL 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 = OCTOBER  6, 2006
 KA2023 ***********************************************************************
 KA2023  DESIGNATION -  BLOOMINGTON
 KA2023  PID         -  KA2023
 KA2023  STATE/COUNTY-  IN/MONROE
 KA2023  USGS QUAD   -  BLOOMINGTON (1990)
 KA2023
 KA2023                         *CURRENT SURVEY CONTROL
 KA2023  ___________________________________________________________________
 KA2023* NAD 83(1997)-  39 09 57.31915(N)    086 31 28.06865(W)     ADJUSTED  
 KA2023* NAVD 88     -       243.53   (+/-2cm)     799.0    (feet)  VERTCON   
 KA2023  ___________________________________________________________________
 KA2023  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 KA2023  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KA2023
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA2023
 KA2023.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2023
 KA2023.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 (07/19/86)  243.65   (m)          799.4    (f) LEVELING    3  
 KA2023
 KA2023.Superseded values are not recommended for survey control.
 KA2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2023.See file dsdata.txt to determine how the superseded data were derived.
 KA2023
 KA2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4108135297(NAD 83)
 KA2023_MARKER: DS = TRIANGULATION STATION DISK
 KA2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA1981 ***********************************************************************
 KA1981  DESIGNATION -  BLOOMINGTON MAGNETIC STA
 KA1981  PID         -  KA1981
 KA1981  STATE/COUNTY-  IN/MONROE
 KA1981  USGS QUAD   -  BLOOMINGTON (1990)
 KA1981
 KA1981                         *CURRENT SURVEY CONTROL
 KA1981  ___________________________________________________________________
 KA1981* NAD 83(1997)-  39 09 57.58954(N)    086 31 28.83689(W)     ADJUSTED  
 KA1981* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 KA1981  ___________________________________________________________________
 KA1981  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 KA1981  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KA1981
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1981
 KA1981.The geoid height was determined by GEOID03.
 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     -   0.99996692  x   0.99999536  =   0.99996228
 KA1981!UTM  16      -   0.99996692  x   0.99962076  =   0.99958770
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1981.See file dsdata.txt to determine how the superseded data were derived.
 KA1981
 KA1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4106335305(NAD 83)
 KA1981_MARKER: V = STONE MONUMENT
 KA1981_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 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  USGS QUAD   -  UNIONVILLE (1990)
 KA2024
 KA2024                         *CURRENT SURVEY CONTROL
 KA2024  ___________________________________________________________________
 KA2024* NAD 83(1997)-  39 10 45.62209(N)    086 29 54.27949(W)     ADJUSTED  
 KA2024* NAVD 88     -       252.2    (meters)     827.     (feet)  GPS OBS   
 KA2024  ___________________________________________________________________
 KA2024  X           -     302,384.915 (meters)                     COMP
 KA2024  Y           -  -4,941,700.487 (meters)                     COMP
 KA2024  Z           -   4,007,908.610 (meters)                     COMP
 KA2024  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 KA2024  ELLIP HEIGHT-         219.12  (meters)          (07/24/97) GPS OBS
 KA2024  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KA2024
 KA2024  HORZ ORDER  -  A
 KA2024  ELLP ORDER  -  SECOND    CLASS I
 KA2024
 KA2024.The horizontal coordinates were established by VLBI observations
 KA2024.and local terrestrial surveys and adjusted by the
 KA2024.National Geodetic Survey in April 1992..
 KA2024
 KA2024.The orthometric height was determined by GPS observations and a
 KA2024.high-resolution geoid model.
 KA2024
 KA2024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2024
 KA2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2024
 KA2024.The ellipsoidal height was determined by GPS observations
 KA2024.and is referenced to NAD 83.
 KA2024
 KA2024.The geoid height was determined by GEOID03.
 KA2024
 KA2024;                    North         East     Units Scale Factor Converg.
 KA2024;SPC IN W     -   436,568.373   950,540.056   MT  0.99999811   +0 22 10.3
 KA2024;SPC IN W     - 1,432,308.07  3,118,563.50   sFT  0.99999811   +0 22 10.3
 KA2024;UTM  16      - 4,336,798.188   543,323.730   MT  0.99962311   +0 19 00.8
 KA2024
 KA2024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2024!SPC IN W     -   0.99996562  x   0.99999811  =   0.99996373
 KA2024!UTM  16      -   0.99996562  x   0.99962311  =   0.99958875
 KA2024
 KA2024                          SUPERSEDED SURVEY CONTROL
 KA2024
 KA2024  ELLIP H (04/03/92)  219.20   (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  NGVD 29 (02/23/89)  252.4    (m)          828.     (f) GPS OBS        
 KA2024
 KA2024.Superseded values are not recommended for survey control.
 KA2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2024.See file dsdata.txt to determine how the superseded data were derived.
 KA2024
 KA2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4332436798(NAD 83)
 KA2024_MARKER: DH = HORIZONTAL CONTROL DISK
 KA2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2024_SP_SET: CONCRETE POST
 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 - July 12, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2395 ***********************************************************************
 LA2395  DESIGNATION -  BLUE
 LA2395  PID         -  LA2395
 LA2395  STATE/COUNTY-  IN/ADAMS
 LA2395  USGS QUAD   -  BERNE (1994)
 LA2395
 LA2395                         *CURRENT SURVEY CONTROL
 LA2395  ___________________________________________________________________
 LA2395* NAD 83(1997)-  40 39 30.61351(N)    084 53 09.98935(W)     ADJUSTED  
 LA2395* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 LA2395  ___________________________________________________________________
 LA2395  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 LA2395  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 LA2395
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2395
 LA2395.The geoid height was determined by GEOID03.
 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;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     -   0.99996528  x   1.00002028  =   0.99998556
 LA2395!SPC OH N     -   0.99996528  x   0.99996449  =   0.99992977
 LA2395!UTM  16      -   0.99996528  x   0.99999309  =   0.99995837
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2395.See file dsdata.txt to determine how the superseded data were derived.
 LA2395
 LA2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7870202997(NAD 83)
 LA2395_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2395_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LA2395
 LA2395  HISTORY     - Date     Condition        Report By
 LA2395  HISTORY     - 1955     MONUMENTED       CGS
 LA2395  HISTORY     - 1963     SEE DESCRIPTION  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
 LA2395'FEET WEST OF A GATE, 58 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 LA2395'118, 18 FEET SOUTH OF A FENCE
 LA2395'AND 3 FEET 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
 LA2395'ON HIGHWAY 118 FOR 4.2 MILES TO A GROVE OF TREES AND THE STATION ON
 LA2395'THE RIGHT, CONTINUE EAST FOR 0.2
 LA2395'MILE TO THE AZIMUTH MARK ON THE LEFT.
 LA2395'
 LA2395'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED BLUE
 LA2395'1955.
 LA2395'
 LA2395'REFERENCE MARK 1 IS 72 FEET SOUTH OF A FENCE.  THE MARK PROJECTS 5
 LA2395'INCHES, AND THE DISK IS STAMPED
 LA2395'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
 LA2395'MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED BLUE NO 2 1955.
 LA2395'
 LA2395'THE AZIMUTH MARK IS ABOUT 150 FEET NORTH OF A FARMHOUSE, 42 FEET
 LA2395'NORTH OF THE CENTER OF THE
 LA2395'HIGHWAY, 2 FEET WEST OF A 4 INCH X 4 INCH WHITE WITNESS POST AND 1
 LA2395'FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 3
 LA2395'INCHES, 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
 LA2395'OF BERNE, ABOUT 0.1 MILE W OF APPARENTLY LOCAL CREST OF HIGHWAY
 LA2395'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,
 LA2395'33-1/2 FEET W OF CENTER OF 3-FOOT OAK TREE, STANDARD
 LA2395'DISKS STAMPED BLUE 1955 ARE SET IN 1B AND 7A MARKS, THE
 LA2395'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)
 LA2395'SE FROM THE STATION, 113 FEET W
 LA2395'OF FENCE 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
 LA2395'STATION, 42 FEET S OF CENTER LINE OF HWY., 1.6 FEET LOWER THAN SAME,
 LA2395'AND 1.7 FEET E OF STEEL WITNESS
 LA2395'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
 LA2395'OF CENTER LINE OF HWY., 0.3 FOOT LOWER THAN SAME, 29 FEET E OF NO.
 LA2395'50/131 CREOSOTED TELEPHONE POLE, 14
 LA2395'FEET W OF PROJECTED PLANE OF W WALL OF FRAME HOUSE ON
 LA2395'S SIDE OF HWY., AND 1.8 FEET W OF STEEL WITNESS POST.
 LA2395'NOTE THAT THE DIRECTION OF AZIMUTH
 LA2395'MARK IN THE ORIGINAL DESCRIPTION SHOULD BE 131 DEG 41 MIN 52 SEC
 LA2395'SECONDS INSTEAD OF THAT GIVEN
 LA2395'WHICH IS THE ANGLE FROM LINNGROVE INITIAL.  THE AZIMUTH IN ADUSTED
 LA2395'DATA SIDE OF THE SHEET IS CORRECT
 LA2395'APPARENTLY.  THE DIRECTIONS OF REFERENCE MARKS IN THE DESCRIPTION
 LA2395'ARE APARENTLY CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1764 ***********************************************************************
 JA1764  DESIGNATION -  BLUE
 JA1764  PID         -  JA1764
 JA1764  STATE/COUNTY-  IN/HARRISON
 JA1764  USGS QUAD   -  LEAVENWORTH (1980)
 JA1764
 JA1764                         *CURRENT SURVEY CONTROL
 JA1764  ___________________________________________________________________
 JA1764* NAD 83(1997)-  38 13 57.24732(N)    086 15 14.88733(W)     ADJUSTED  
 JA1764* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 JA1764  ___________________________________________________________________
 JA1764  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 JA1764  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JA1764
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1764
 JA1764.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1764.See file dsdata.txt to determine how the superseded data were derived.
 JA1764
 JA1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6527831882(NAD 83)
 JA1764_MARKER: DS = TRIANGULATION STATION DISK
 JA1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1763 ***********************************************************************
 JA1763  DESIGNATION -  BLUE AZI
 JA1763  PID         -  JA1763
 JA1763  STATE/COUNTY-  IN/HARRISON
 JA1763  USGS QUAD   -  LEAVENWORTH (1980)
 JA1763
 JA1763                         *CURRENT SURVEY CONTROL
 JA1763  ___________________________________________________________________
 JA1763* NAD 83(1997)-  38 13 32.93472(N)    086 15 58.46079(W)     ADJUSTED  
 JA1763* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 JA1763  ___________________________________________________________________
 JA1763  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 JA1763  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 JA1763
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1763
 JA1763.The geoid height was determined by GEOID03.
 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  =   0.99962952
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1763.See file dsdata.txt to determine how the superseded data were derived.
 JA1763
 JA1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6422531125(NAD 83)
 JA1763_MARKER: DS = TRIANGULATION STATION DISK
 JA1763_SETTING: 66 = SET IN ROCK OUTCROP
 JA1763
 JA1763  HISTORY     - Date     Condition        Report By
 JA1763  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2413 ***********************************************************************
 LB2413  DESIGNATION -  BLUEGRASS
 LB2413  PID         -  LB2413
 LB2413  STATE/COUNTY-  IN/FULTON
 LB2413  USGS QUAD   -  FULTON (1960)
 LB2413
 LB2413                         *CURRENT SURVEY CONTROL
 LB2413  ___________________________________________________________________
 LB2413* NAD 83(1997)-  40 59 22.71608(N)    086 20 17.41478(W)     ADJUSTED  
 LB2413* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 LB2413  ___________________________________________________________________
 LB2413  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 LB2413  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 LB2413
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2413
 LB2413.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 LB2413| PID    Reference Object                     Distance      Geod. Az  |
 LB2413|                                                           dddmmss.s |
 LB2413| CC7840 BLUEGRASS RM 1                       32.233 METERS 00735     |
 LB2413| LB2414 116 IGS 1947                        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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2413.See file dsdata.txt to determine how the superseded data were derived.
 LB2413
 LB2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5567037818(NAD 83)
 LB2413_MARKER: DS = TRIANGULATION STATION DISK
 LB2413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA1770 ***********************************************************************
 KA1770  DESIGNATION -  BLUFF
 KA1770  PID         -  KA1770
 KA1770  STATE/COUNTY-  IN/CLAY
 KA1770  USGS QUAD   -  BRAZIL WEST (1986)
 KA1770
 KA1770                         *CURRENT SURVEY CONTROL
 KA1770  ___________________________________________________________________
 KA1770* NAD 83(1997)-  39 34 27.17688(N)    087 11 57.20380(W)     ADJUSTED  
 KA1770* NAVD 88     -       197.     (meters)     646.     (feet)  SCALED    
 KA1770  ___________________________________________________________________
 KA1770  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 KA1770  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KA1770
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1770
 KA1770.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1770.See file dsdata.txt to determine how the superseded data were derived.
 KA1770
 KA1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8288980520(NAD 83)
 KA1770_MARKER: DS = TRIANGULATION STATION DISK
 KA1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA2020 ***********************************************************************
 LA2020  DESIGNATION -  BLUFFTON
 LA2020  PID         -  LA2020
 LA2020  STATE/COUNTY-  IN/WELLS
 LA2020  USGS QUAD   -  BLUFFTON (1988)
 LA2020
 LA2020                         *CURRENT SURVEY CONTROL
 LA2020  ___________________________________________________________________
 LA2020* NAD 83(1997)-  40 44 17.99459(N)    085 11 19.80875(W)     ADJUSTED  
 LA2020* NAVD 88     -       254.     (meters)     833.     (feet)  SCALED    
 LA2020  ___________________________________________________________________
 LA2020  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 LA2020  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 LA2020
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2020
 LA2020.The geoid height was determined by GEOID03.
 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     -   0.99996548  x   0.99998671  =   0.99995219
 LA2020!UTM  16      -   0.99996548  x   0.99988786  =   0.99985334
 LA2020
 LA2020:                Primary Azimuth Mark                     Grid Az
 LA2020:SPC IN E     -  BLUFFTON AZ MK                           005 33 00.0
 LA2020:UTM  16      -  BLUFFTON AZ MK                           004 40 46.7
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2020.See file dsdata.txt to determine how the superseded data were derived.
 LA2020
 LA2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5292611288(NAD 83)
 LA2020_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2020_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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.  AZ. MARK NOT VISIBLE DUE TO NEW
 LA2020'HOUSING-
 LA2020'
 LA2020'WOULD ADD WILSON PARK TO NAME OF FOOTBALL FIELD WEST CHERRY ST. AND
 LA2020'MIDWAY.
 LA2020'
 LA2020'HORIZONTAL CONTROL DATA SHEET 400851 STATION 1009.  STAMPED
 LA2020'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 = OCTOBER  6, 2006
 LA2023 ***********************************************************************
 LA2023  DESIGNATION -  BLUFFTON CO CTHSE CLOCK TOWER
 LA2023  PID         -  LA2023
 LA2023  STATE/COUNTY-  IN/WELLS
 LA2023  USGS QUAD   -  BLUFFTON (1988)
 LA2023
 LA2023                         *CURRENT SURVEY CONTROL
 LA2023  ___________________________________________________________________
 LA2023* NAD 83(1997)-  40 44 22.23630(N)    085 10 18.09502(W)     ADJUSTED  
 LA2023* NAVD 88     -                                                        
 LA2023  ___________________________________________________________________
 LA2023  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 LA2023  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 LA2023
 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
 LA2023.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2023
 LA2023.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2023
 LA2023  NAD 83(1995)-  40 44 22.23667(N)    085 10 18.10144(W) AD(       ) 4
 LA2023  NAD 83(1986)-  40 44 22.23864(N)    085 10 18.11052(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2023.See file dsdata.txt to determine how the superseded data were derived.
 LA2023
 LA2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5437111449(NAD 83)
 LA2023
 LA2023  HISTORY     - Date     Condition        Report By
 LA2023  HISTORY     - 1955     MONUMENTED       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 = OCTOBER  6, 2006
 LA2021 ***********************************************************************
 LA2021  DESIGNATION -  BLUFFTON MUNICIPAL TANK
 LA2021  PID         -  LA2021
 LA2021  STATE/COUNTY-  IN/WELLS
 LA2021  USGS QUAD   -  BLUFFTON (1988)
 LA2021
 LA2021                         *CURRENT SURVEY CONTROL
 LA2021  ___________________________________________________________________
 LA2021* NAD 83(1997)-  40 44 02.53087(N)    085 10 49.90065(W)     ADJUSTED  
 LA2021* NAVD 88     -                                                        
 LA2021  ___________________________________________________________________
 LA2021  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 LA2021  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 LA2021
 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
 LA2021.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2021
 LA2021.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2021
 LA2021  NAD 83(1995)-  40 44 02.53013(N)    085 10 49.90707(W) AD(       ) 4
 LA2021  NAD 83(1986)-  40 44 02.53271(N)    085 10 49.91614(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2021.See file dsdata.txt to determine how the superseded data were derived.
 LA2021
 LA2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5363810825(NAD 83)
 LA2021
 LA2021  HISTORY     - Date     Condition        Report By
 LA2021  HISTORY     - 1955     MONUMENTED       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 = OCTOBER  6, 2006
 ME0908 ***********************************************************************
 ME0908  DESIGNATION -  BM
 ME0908  PID         -  ME0908
 ME0908  STATE/COUNTY-  IN/LA PORTE
 ME0908  USGS QUAD   -  NEW CARLISLE (1980)
 ME0908
 ME0908                         *CURRENT SURVEY CONTROL
 ME0908  ___________________________________________________________________
 ME0908* NAD 83(1986)-  41 40 36.     (N)    086 36 16.     (W)     SCALED    
 ME0908* NAVD 88     -       248.43   (+/-2cm)     815.1    (feet)  VERTCON   
 ME0908  ___________________________________________________________________
 ME0908  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 ME0908
 ME0908  VERT ORDER  -  ? (See Below)
 ME0908
 ME0908.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 ME0908
 ME0908.The geoid height was determined by GEOID03.
 ME0908
 ME0908;                    North         East    Units  Estimated Accuracy
 ME0908;SPC IN W     -   713,820.      939,880.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0908.See file dsdata.txt to determine how the superseded data were derived.
 ME0908
 ME0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM329139(NAD 83)
 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             NGS
 ME0908
 ME0908                          STATION DESCRIPTION
 ME0908
 ME0908'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0784 ***********************************************************************
 MD0784  DESIGNATION -  BM
 MD0784  PID         -  MD0784
 MD0784  STATE/COUNTY-  IN/ALLEN
 MD0784  USGS QUAD   -  CEDARVILLE (1981)
 MD0784
 MD0784                         *CURRENT SURVEY CONTROL
 MD0784  ___________________________________________________________________
 MD0784* NAD 83(1986)-  41 13 38.     (N)    085 00 34.     (W)     SCALED    
 MD0784* NAVD 88     -       239.407  (meters)     785.45   (feet)  ADJUSTED  
 MD0784  ___________________________________________________________________
 MD0784  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 MD0784  DYNAMIC HT  -         239.310 (meters)     785.14  (feet)  COMP
 MD0784  MODELED GRAV-     980,212.4   (mgal)                       NAVD 88
 MD0784
 MD0784  VERT ORDER  -  SECOND    CLASS 0
 MD0784
 MD0784.The horizontal coordinates were scaled from a topographic map and have
 MD0784.an estimated accuracy of +/- 6 seconds.
 MD0784
 MD0784.The orthometric height was determined by differential leveling
 MD0784.and adjusted by the National Geodetic Survey in June 1991..
 MD0784
 MD0784.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0784.See file dsdata.txt to determine how the superseded data were derived.
 MD0784
 MD0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL668658(NAD 83)
 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             NGS
 MD0784
 MD0784                          STATION DESCRIPTION
 MD0784
 MD0784'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0358 ***********************************************************************
 MD0358  DESIGNATION -  BM
 MD0358  PID         -  MD0358
 MD0358  STATE/COUNTY-  IN/DE KALB
 MD0358  USGS QUAD   -  SAINT JOE (1994)
 MD0358
 MD0358                         *CURRENT SURVEY CONTROL
 MD0358  ___________________________________________________________________
 MD0358* NAD 83(1986)-  41 16 05.     (N)    084 56 29.     (W)     SCALED    
 MD0358* NAVD 88     -       241.131  (meters)     791.11   (feet)  ADJUSTED  
 MD0358  ___________________________________________________________________
 MD0358  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 MD0358  DYNAMIC HT  -         241.034 (meters)     790.79  (feet)  COMP
 MD0358  MODELED GRAV-     980,216.2   (mgal)                       NAVD 88
 MD0358
 MD0358  VERT ORDER  -  SECOND    CLASS 0
 MD0358
 MD0358.The horizontal coordinates were scaled from a topographic map and have
 MD0358.an estimated accuracy of +/- 6 seconds.
 MD0358
 MD0358.The orthometric height was determined by differential leveling
 MD0358.and adjusted by the National Geodetic Survey in June 1991..
 MD0358
 MD0358.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0358.See file dsdata.txt to determine how the superseded data were derived.
 MD0358
 MD0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL724705(NAD 83)
 MD0358_MARKER: DD = SURVEY DISK
 MD0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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             NGS
 MD0358
 MD0358                          STATION DESCRIPTION
 MD0358
 MD0358'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1409 ***********************************************************************
 LA1409  DESIGNATION -  BM
 LA1409  PID         -  LA1409
 LA1409  STATE/COUNTY-  IN/GRANT
 LA1409  USGS QUAD   -  GAS CITY (1994)
 LA1409
 LA1409                         *CURRENT SURVEY CONTROL
 LA1409  ___________________________________________________________________
 LA1409* NAD 83(1986)-  40 28 26.     (N)    085 33 28.     (W)     SCALED    
 LA1409* NAVD 88     -       266.121  (meters)     873.10   (feet)  ADJUSTED  
 LA1409  ___________________________________________________________________
 LA1409  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 LA1409  DYNAMIC HT  -         265.985 (meters)     872.65  (feet)  COMP
 LA1409  MODELED GRAV-     980,108.5   (mgal)                       NAVD 88
 LA1409
 LA1409  VERT ORDER  -  SECOND    CLASS 0
 LA1409
 LA1409.The horizontal coordinates were scaled from a topographic map and have
 LA1409.an estimated accuracy of +/- 6 seconds.
 LA1409
 LA1409.The orthometric height was determined by differential leveling
 LA1409.and adjusted by the National Geodetic Survey in June 1991..
 LA1409
 LA1409.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1409.See file dsdata.txt to determine how the superseded data were derived.
 LA1409
 LA1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK222813(NAD 83)
 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
 LA1409  HISTORY     - Date     Condition        Report By
 LA1409  HISTORY     - UNK      MONUMENTED       PRR
 LA1409  HISTORY     - 1934     GOOD             NGS
 LA1409
 LA1409                          STATION DESCRIPTION
 LA1409
 LA1409'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1997 ***********************************************************************
 HZ1997  DESIGNATION -  BM
 HZ1997  PID         -  HZ1997
 HZ1997  STATE/COUNTY-  IN/SWITZERLAND
 HZ1997  USGS QUAD   -  VEVAY SOUTH (1994)
 HZ1997
 HZ1997                         *CURRENT SURVEY CONTROL
 HZ1997  ___________________________________________________________________
 HZ1997* NAD 83(1997)-  38 43 37.89979(N)    085 06 12.66986(W)     ADJUSTED  
 HZ1997* NAVD 88     -       144.     (meters)     472.     (feet)  SCALED    
 HZ1997  ___________________________________________________________________
 HZ1997  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 HZ1997  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HZ1997
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1997
 HZ1997.The geoid height was determined by GEOID03.
 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     -   0.99998274  x   0.99999618  =   0.99997892
 HZ1997!SPC KY1Z     -   0.99998274  x   1.00001515  =   0.99999789
 HZ1997!SPC KY N     -   0.99998274  x   0.99997234  =   0.99995508
 HZ1997!UTM  16      -   0.99998274  x   0.99993467  =   0.99991741
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1997.See file dsdata.txt to determine how the superseded data were derived.
 HZ1997
 HZ1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH6485588211(NAD 83)
 HZ1997_MARKER: P = PIPE CAP
 HZ1997_SETTING: 0 = UNSPECIFIED SETTING
 HZ1997
 HZ1997  HISTORY     - Date     Condition        Report By
 HZ1997  HISTORY     - 1947     MONUMENTED       USE
 HZ1997
 HZ1997                          STATION DESCRIPTION
 HZ1997
 HZ1997'DESCRIBED BY US 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 = OCTOBER  6, 2006
 JB0192 ***********************************************************************
 JB0192  DESIGNATION -  BM 102
 JB0192  PID         -  JB0192
 JB0192  STATE/COUNTY-  IN/POSEY
 JB0192  USGS QUAD   -  MAUNIE (1974)
 JB0192
 JB0192                         *CURRENT SURVEY CONTROL
 JB0192  ___________________________________________________________________
 JB0192* NAD 83(1986)-  38 02 44.     (N)    088 02 04.     (W)     SCALED    
 JB0192* NAVD 88     -       113.246  (meters)     371.54   (feet)  ADJUSTED  
 JB0192  ___________________________________________________________________
 JB0192  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 JB0192  DYNAMIC HT  -         113.169 (meters)     371.29  (feet)  COMP
 JB0192  MODELED GRAV-     979,953.7   (mgal)                       NAVD 88
 JB0192
 JB0192  VERT ORDER  -  FIRST     CLASS II
 JB0192
 JB0192.The horizontal coordinates were scaled from a topographic map and have
 JB0192.an estimated accuracy of +/- 6 seconds.
 JB0192
 JB0192.The orthometric height was determined by differential leveling
 JB0192.and adjusted by the National Geodetic Survey in June 1991..
 JB0192
 JB0192.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0192.See file dsdata.txt to determine how the superseded data were derived.
 JB0192
 JB0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH092113(NAD 83)
 JB0192_MARKER: P = PIPE CAP
 JB0192_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JB0192_SP_SET: 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       DOD
 JB0192  HISTORY     - 1954     GOOD             NGS
 JB0192
 JB0192                          STATION DESCRIPTION
 JB0192
 JB0192'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB2220 ***********************************************************************
 LB2220  DESIGNATION -  BM 22 T
 LB2220  PID         -  LB2220
 LB2220  STATE/COUNTY-  IN/WARREN
 LB2220  USGS QUAD   -  CHATTERTON (1961)
 LB2220
 LB2220                         *CURRENT SURVEY CONTROL
 LB2220  ___________________________________________________________________
 LB2220* NAD 83(1997)-  40 26 46.86126(N)    087 07 51.67353(W)     ADJUSTED  
 LB2220* NAVD 88     -       212.17   (+/-2cm)     696.1    (feet)  VERTCON   
 LB2220  ___________________________________________________________________
 LB2220  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 LB2220  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 LB2220
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2220
 LB2220.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2220
 LB2220.The geoid height was determined by GEOID03.
 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                          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 (07/19/86)  212.24   (m)          696.3    (f) LEVELING    3  
 LB2220
 LB2220.Superseded values are not recommended for survey control.
 LB2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2220.See file dsdata.txt to determine how the superseded data were derived.
 LB2220
 LB2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK8888977308(NAD 83)
 LB2220_MARKER: DB = BENCH MARK DISK
 LB2220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2220
 LB2220  HISTORY     - Date     Condition        Report By
 LB2220  HISTORY     - 1948     MONUMENTED       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 = OCTOBER  6, 2006
 LB2284 ***********************************************************************
 LB2284  DESIGNATION -  BM 68 W
 LB2284  PID         -  LB2284
 LB2284  STATE/COUNTY-  IN/NEWTON
 LB2284  USGS QUAD   -  DONOVAN (1964)
 LB2284
 LB2284                         *CURRENT SURVEY CONTROL
 LB2284  ___________________________________________________________________
 LB2284* NAD 83(1997)-  40 54 30.93515(N)    087 31 33.31269(W)     ADJUSTED  
 LB2284* NAVD 88     -       209.59   (+/-2cm)     687.6    (feet)  VERTCON   
 LB2284  ___________________________________________________________________
 LB2284  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 LB2284  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 LB2284
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2284
 LB2284.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2284
 LB2284.The geoid height was determined by GEOID03.
 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;SPC IL E     -   471,204.921   368,024.241   MT  1.00003193   +0 31 43.5
 LB2284;SPC IL E     - 1,545,944.81  1,207,426.20   sFT  1.00003193   +0 31 43.5
 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     -   0.99997232  x   0.99998377  =   0.99995609
 LB2284!SPC IL E     -   0.99997232  x   1.00003193  =   1.00000425
 LB2284!UTM  16      -   0.99997232  x   0.99962414  =   0.99959647
 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 (07/19/86)  209.66   (m)          687.9    (f) LEVELING    3  
 LB2284
 LB2284.Superseded values are not recommended for survey control.
 LB2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2284.See file dsdata.txt to determine how the superseded data were derived.
 LB2284
 LB2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5570828743(NAD 83)
 LB2284_MARKER: DB = BENCH MARK DISK
 LB2284_SETTING: 0 = UNSPECIFIED SETTING
 LB2284
 LB2284  HISTORY     - Date     Condition        Report By
 LB2284  HISTORY     - 1947     MONUMENTED       CGS
 LB2284  HISTORY     - 1952     GOOD             USGS
 LB2284
 LB2284                          STATION DESCRIPTION
 LB2284
 LB2284'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2065 ***********************************************************************
 JA2065  DESIGNATION -  BM 72 DRD
 JA2065  PID         -  JA2065
 JA2065  STATE/COUNTY-  IN/GIBSON
 JA2065  USGS QUAD   -  KEENSBURG (1989)
 JA2065
 JA2065                         *CURRENT SURVEY CONTROL
 JA2065  ___________________________________________________________________
 JA2065* NAD 83(1997)-  38 20 25.66312(N)    087 46 50.36031(W)     ADJUSTED  
 JA2065* NAVD 88     -       119.23   (+/-2cm)     391.2    (feet)  VERTCON   
 JA2065  ___________________________________________________________________
 JA2065  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 JA2065  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 JA2065
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA2065
 JA2065.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2065
 JA2065.The geoid height was determined by GEOID03.
 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  =   0.99964351
 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 (07/19/86)  119.36   (m)          391.6    (f) LEVELING    3  
 JA2065
 JA2065.Superseded values are not recommended for survey control.
 JA2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2065.See file dsdata.txt to determine how the superseded data were derived.
 JA2065
 JA2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3177843879(NAD 83)
 JA2065_MARKER: DD = SURVEY DISK
 JA2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2065
 JA2065  HISTORY     - Date     Condition        Report By
 JA2065  HISTORY     - 1967     MONUMENTED       USGS
 JA2065
 JA2065                          STATION DESCRIPTION
 JA2065
 JA2065'DESCRIBED BY US GEOLOGICAL 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 = OCTOBER  6, 2006
 MD0823 ***********************************************************************
 MD0823  DESIGNATION -  BM 873.5
 MD0823  PID         -  MD0823
 MD0823  STATE/COUNTY-  IN/WHITLEY
 MD0823  USGS QUAD   -  CHURUBUSCO (1965)
 MD0823
 MD0823                         *CURRENT SURVEY CONTROL
 MD0823  ___________________________________________________________________
 MD0823* NAD 83(1986)-  41 11 10.     (N)    085 21 11.     (W)     SCALED    
 MD0823* NAVD 88     -       266.064  (meters)     872.91   (feet)  ADJUSTED  
 MD0823  ___________________________________________________________________
 MD0823  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 MD0823  DYNAMIC HT  -         265.965 (meters)     872.59  (feet)  COMP
 MD0823  MODELED GRAV-     980,243.2   (mgal)                       NAVD 88
 MD0823
 MD0823  VERT ORDER  -  SECOND    CLASS 0
 MD0823
 MD0823.The horizontal coordinates were scaled from a topographic map and have
 MD0823.an estimated accuracy of +/- 6 seconds.
 MD0823
 MD0823.The orthometric height was determined by differential leveling
 MD0823.and adjusted by the National Geodetic Survey in June 1991..
 MD0823
 MD0823.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0823.See file dsdata.txt to determine how the superseded data were derived.
 MD0823
 MD0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL381607(NAD 83)
 MD0823_MARKER: Q = CHISELED SQUARE
 MD0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0823+STABILITY: SURFACE MOTION
 MD0823
 MD0823  HISTORY     - Date     Condition        Report By
 MD0823  HISTORY     - UNK      MONUMENTED       USGS
 MD0823  HISTORY     - 1962     GOOD             NGS
 MD0823
 MD0823                          STATION DESCRIPTION
 MD0823
 MD0823'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0942 ***********************************************************************
 MD0942  DESIGNATION -  BM 906.0
 MD0942  PID         -  MD0942
 MD0942  STATE/COUNTY-  IN/WHITLEY
 MD0942  USGS QUAD   -  MERRIAM (1965)
 MD0942
 MD0942                         *CURRENT SURVEY CONTROL
 MD0942  ___________________________________________________________________
 MD0942* NAD 83(1986)-  41 15 43.     (N)    085 23 06.     (W)     SCALED    
 MD0942* NAVD 88     -       275.987  (meters)     905.47   (feet)  ADJUSTED  
 MD0942  ___________________________________________________________________
 MD0942  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 MD0942  DYNAMIC HT  -         275.882 (meters)     905.12  (feet)  COMP
 MD0942  MODELED GRAV-     980,232.7   (mgal)                       NAVD 88
 MD0942
 MD0942  VERT ORDER  -  SECOND    CLASS 0
 MD0942
 MD0942.The horizontal coordinates were scaled from a topographic map and have
 MD0942.an estimated accuracy of +/- 6 seconds.
 MD0942
 MD0942.The orthometric height was determined by differential leveling
 MD0942.and adjusted by the National Geodetic Survey in June 1991..
 MD0942
 MD0942.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0942.See file dsdata.txt to determine how the superseded data were derived.
 MD0942
 MD0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL352690(NAD 83)
 MD0942_MARKER: Q = CHISELED SQUARE
 MD0942_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0942_SP_SET: CULVERT
 MD0942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0942
 MD0942  HISTORY     - Date     Condition        Report By
 MD0942  HISTORY     - UNK      MONUMENTED       USGS
 MD0942  HISTORY     - 1961     GOOD             NGS
 MD0942
 MD0942                          STATION DESCRIPTION
 MD0942
 MD0942'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0940 ***********************************************************************
 MD0940  DESIGNATION -  BM 922.6
 MD0940  PID         -  MD0940
 MD0940  STATE/COUNTY-  IN/WHITLEY
 MD0940  USGS QUAD   -  MERRIAM (1965)
 MD0940
 MD0940                         *CURRENT SURVEY CONTROL
 MD0940  ___________________________________________________________________
 MD0940* NAD 83(1986)-  41 15 53.     (N)    085 23 36.     (W)     SCALED    
 MD0940* NAVD 88     -       281.048  (meters)     922.07   (feet)  ADJUSTED  
 MD0940  ___________________________________________________________________
 MD0940  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 MD0940  DYNAMIC HT  -         280.940 (meters)     921.72  (feet)  COMP
 MD0940  MODELED GRAV-     980,231.5   (mgal)                       NAVD 88
 MD0940
 MD0940  VERT ORDER  -  SECOND    CLASS 0
 MD0940
 MD0940.The horizontal coordinates were scaled from a topographic map and have
 MD0940.an estimated accuracy of +/- 6 seconds.
 MD0940
 MD0940.The orthometric height was determined by differential leveling
 MD0940.and adjusted by the National Geodetic Survey in June 1991..
 MD0940
 MD0940.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0940.See file dsdata.txt to determine how the superseded data were derived.
 MD0940
 MD0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL345693(NAD 83)
 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             NGS
 MD0940
 MD0940                          STATION DESCRIPTION
 MD0940
 MD0940'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA0715 ***********************************************************************
 HA0715  DESIGNATION -  BM CENTERLINE 47
 HA0715  PID         -  HA0715
 HA0715  STATE/COUNTY-  IN/WARRICK
 HA0715  USGS QUAD   -  NEWBURGH (1980)
 HA0715
 HA0715                         *CURRENT SURVEY CONTROL
 HA0715  ___________________________________________________________________
 HA0715* NAD 83(1986)-  37 56 32.     (N)    087 23 58.     (W)     SCALED    
 HA0715* NAVD 88     -       115.071  (meters)     377.53   (feet)  ADJUSTED  
 HA0715  ___________________________________________________________________
 HA0715  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HA0715  DYNAMIC HT  -         114.992 (meters)     377.27  (feet)  COMP
 HA0715  MODELED GRAV-     979,942.1   (mgal)                       NAVD 88
 HA0715
 HA0715  VERT ORDER  -  FIRST     CLASS II
 HA0715
 HA0715.The horizontal coordinates were scaled from a topographic map and have
 HA0715.an estimated accuracy of +/- 6 seconds.
 HA0715
 HA0715.The orthometric height was determined by differential leveling
 HA0715.and adjusted by the National Geodetic Survey in June 1991..
 HA0715
 HA0715.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0715.See file dsdata.txt to determine how the superseded data were derived.
 HA0715
 HA0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG649994(NAD 83)
 HA0715_MARKER: DD = SURVEY DISK
 HA0715_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0715
 HA0715  HISTORY     - Date     Condition        Report By
 HA0715  HISTORY     - UNK      MONUMENTED       DOD
 HA0715  HISTORY     - 1965     GOOD             NGS
 HA0715
 HA0715                          STATION DESCRIPTION
 HA0715
 HA0715'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0503 ***********************************************************************
 KA0503  DESIGNATION -  BM IND HC
 KA0503  PID         -  KA0503
 KA0503  STATE/COUNTY-  IN/OWEN
 KA0503  USGS QUAD   -  POLAND (1980)
 KA0503
 KA0503                         *CURRENT SURVEY CONTROL
 KA0503  ___________________________________________________________________
 KA0503* NAD 83(1986)-  39 26 38.     (N)    086 56 27.     (W)     SCALED    
 KA0503* NAVD 88     -       197.570  (meters)     648.19   (feet)  ADJUSTED  
 KA0503  ___________________________________________________________________
 KA0503  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KA0503  DYNAMIC HT  -         197.457 (meters)     647.82  (feet)  COMP
 KA0503  MODELED GRAV-     980,048.8   (mgal)                       NAVD 88
 KA0503
 KA0503  VERT ORDER  -  SECOND    CLASS 0
 KA0503
 KA0503.The horizontal coordinates were scaled from a topographic map and have
 KA0503.an estimated accuracy of +/- 6 seconds.
 KA0503
 KA0503.The orthometric height was determined by differential leveling
 KA0503.and adjusted by the National Geodetic Survey in June 1991..
 KA0503
 KA0503.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0503.See file dsdata.txt to determine how the superseded data were derived.
 KA0503
 KA0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ050660(NAD 83)
 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             NGS
 KA0503
 KA0503                          STATION DESCRIPTION
 KA0503
 KA0503'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA0714 ***********************************************************************
 HA0714  DESIGNATION -  BM NO 47 1
 HA0714  PID         -  HA0714
 HA0714  STATE/COUNTY-  IN/WARRICK
 HA0714  USGS QUAD   -  NEWBURGH (1980)
 HA0714
 HA0714                         *CURRENT SURVEY CONTROL
 HA0714  ___________________________________________________________________
 HA0714* NAD 83(1986)-  37 56 32.     (N)    087 23 58.     (W)     SCALED    
 HA0714* NAVD 88     -       106.948  (meters)     350.88   (feet)  ADJUSTED  
 HA0714  ___________________________________________________________________
 HA0714  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HA0714  DYNAMIC HT  -         106.874 (meters)     350.64  (feet)  COMP
 HA0714  MODELED GRAV-     979,942.1   (mgal)                       NAVD 88
 HA0714
 HA0714  VERT ORDER  -  FIRST     CLASS II
 HA0714
 HA0714.The horizontal coordinates were scaled from a topographic map and have
 HA0714.an estimated accuracy of +/- 6 seconds.
 HA0714
 HA0714.The orthometric height was determined by differential leveling
 HA0714.and adjusted by the National Geodetic Survey in June 1991..
 HA0714
 HA0714.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0714.See file dsdata.txt to determine how the superseded data were derived.
 HA0714
 HA0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG649994(NAD 83)
 HA0714_MARKER: DD = SURVEY DISK
 HA0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0714_STAMPING: 351.84 471
 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       DOD
 HA0714  HISTORY     - 1965     GOOD             NGS
 HA0714
 HA0714                          STATION DESCRIPTION
 HA0714
 HA0714'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1990 ***********************************************************************
 HZ1990  DESIGNATION -  BODLE
 HZ1990  PID         -  HZ1990
 HZ1990  STATE/COUNTY-  IN/SWITZERLAND
 HZ1990  USGS QUAD   -  VEVAY NORTH (1994)
 HZ1990
 HZ1990                         *CURRENT SURVEY CONTROL
 HZ1990  ___________________________________________________________________
 HZ1990* NAD 83(1997)-  38 48 53.19190(N)    085 04 00.99546(W)     ADJUSTED  
 HZ1990* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 HZ1990  ___________________________________________________________________
 HZ1990  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 HZ1990  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ1990
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1990
 HZ1990.The geoid height was determined by GEOID03.
 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     -   0.99996439  x   1.00000006  =   0.99996445
 HZ1990!SPC KY1Z     -   0.99996439  x   1.00003907  =   1.00000346
 HZ1990!SPC KY N     -   0.99996439  x   0.99998043  =   0.99994482
 HZ1990!UTM  16      -   0.99996439  x   0.99994685  =   0.99991124
 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 USGS 1947                      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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1990.See file dsdata.txt to determine how the superseded data were derived.
 HZ1990
 HZ1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH6782997997(NAD 83)
 HZ1990_MARKER: DS = TRIANGULATION STATION DISK
 HZ1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1990
 HZ1990  HISTORY     - Date     Condition        Report By
 HZ1990  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1927 ***********************************************************************
 JA1927  DESIGNATION -  BOGGS
 JA1927  PID         -  JA1927
 JA1927  STATE/COUNTY-  IN/MARTIN
 JA1927  USGS QUAD   -  LOOGOOTEE (1978)
 JA1927
 JA1927                         *CURRENT SURVEY CONTROL
 JA1927  ___________________________________________________________________
 JA1927* NAD 83(1997)-  38 44 50.22116(N)    086 54 50.96004(W)     ADJUSTED  
 JA1927* NAVD 88     -       164.     (meters)     538.     (feet)  SCALED    
 JA1927  ___________________________________________________________________
 JA1927  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 JA1927  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JA1927
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1927
 JA1927.The geoid height was determined by GEOID03.
 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  =   0.99958011
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1927.See file dsdata.txt to determine how the superseded data were derived.
 JA1927
 JA1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0746088736(NAD 83)
 JA1927_MARKER: DS = TRIANGULATION STATION DISK
 JA1927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1927'LOOGOOTEE, AT THE TOP OF A
 JA1927'LOW GRADE.  IT IS 47 FEET EAST OF THE CENTERLINE OF THE
 JA1927'HIGHWAY, 5.5 FEET
 JA1927'SOUTH-SOUTHEAST OF A WHITE WITNESS POST AND 3 FEET
 JA1927'EAST OF A WIRE FENCE LINE.  THE MARK
 JA1927'IS A FOOT UNDERGROUND AND THE
 JA1927'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
 JA1927'HIGHWAY AND 1 FOOT EAST OF A WIRE FENCE LINE.  THE
 JA1927'MARK PROJECTS 6 INCHES AND THE DISK
 JA1927'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
 JA1927'HIGHWAY AND 1 FOOT WEST OF A WIRE FENCE LINE.  THE
 JA1927'MARK PROJECTS 4 INCHES AND THE DISK
 JA1927'IS STAMPED BOGGS NO 2 1946.
 JA1927'
 JA1927'THE AZIMUTH MARK IS 0.1 MILE NORTH OF THE STATION, 50 FEET EAST
 JA1927'OF THE CENTER LINE OF THE HIGHWAY, 2.5 FEET WEST OF A WHITE
 JA1927'WITNESS POST AND 2 FEET SOUTH OF A
 JA1927'WIRE FENCE CORNER.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 JA1927'STAMPED BOGGS 1946.
 JA1927'
 JA1927'TO REACH THE STATION FROM LOOGOOTEE, GO NORTH FROM THE JUNCTION WITH
 JA1927'50 AND 150, ON STATE
 JA1927'HIGHWAY 45, 05.1 MILES TO THE TOP OF A LOW GRADE AND
 JA1927'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
 JA1927'CHANGES.
 JA1927'
 JA1927'THE AZIMUTH MARK IS 0.2 MILE NORTH OF THE STATION INSTEAD OF 0.1
 JA1927'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
 JA1927'FEET WEST OF A FENCE CORNER AND 1 FOOT SOUTHEAST OF A METAL WITNESS
 JA1927'POST.
 JA1927'
 JA1927'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTH OF
 JA1927'LOOGOOTEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1638 ***********************************************************************
 JZ1638  DESIGNATION -  BOGUE
 JZ1638  PID         -  JZ1638
 JZ1638  STATE/COUNTY-  IN/HENRY
 JZ1638  USGS QUAD   -  DUNREITH (1983)
 JZ1638
 JZ1638                         *CURRENT SURVEY CONTROL
 JZ1638  ___________________________________________________________________
 JZ1638* NAD 83(1997)-  39 49 31.77313(N)    085 26 54.29497(W)     ADJUSTED  
 JZ1638* NAVD 88     -       328.882  (meters)    1079.01   (feet)  ADJUSTED  
 JZ1638  ___________________________________________________________________
 JZ1638  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 JZ1638  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JZ1638  DYNAMIC HT  -         328.696 (meters)    1078.40  (feet)  COMP
 JZ1638  MODELED GRAV-     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
 JZ1638.and adjusted by the National Geodetic Survey in June 1991..
 JZ1638
 JZ1638.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ1638
 JZ1638.The geoid height was determined by GEOID03.
 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;                    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     -   0.99995371  x   0.99997096  =   0.99992468
 JZ1638!UTM  16      -   0.99995371  x   0.99981706  =   0.99977078
 JZ1638
 JZ1638:                Primary Azimuth Mark                     Grid Az
 JZ1638:SPC IN E     -  MT SUMMIT SUMMIT PROD CO TANK            013 57 24.8
 JZ1638:UTM  16      -  MT SUMMIT SUMMIT PROD CO TANK            013 06 10.1
 JZ1638
 JZ1638|---------------------------------------------------------------------|
 JZ1638| PID    Reference Object                     Distance      Geod. Az  |
 JZ1638|                                                           dddmmss.s |
 JZ1638| LA2080 MT SUMMIT SUMMIT PROD CO TANK       APPROX.20.6 KM 0140548.0 |
 JZ1638| JZ3316 SPICELAND MUNICIPAL TANK            APPROX. 1.7 KM 0312849.7 |
 JZ1638| JZ3312 NEWCASTLE CHRYSLER CORP TANK        APPROX.12.6 KM 0365923.8 |
 JZ1638| JZ3311 NEWCASTLE CHRYSLER CORP STK         APPROX.12.6 KM 0370552.0 |
 JZ1638| JZ3310 NEWCASTLE BLACK STACK               APPROX.12.5 KM 0371319.6 |
 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 1013855.6 |
 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 2241101.8 |
 JZ1638| JZ3383 KNIGHTSTOWN IND SOLDIERS STK        APPROX. 8.8 KM 2242405.0 |
 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
 JZ1638.Superseded values are not recommended for survey control.
 JZ1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1638.See file dsdata.txt to determine how the superseded data were derived.
 JZ1638
 JZ1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK3278209541(NAD 83)
 JZ1638_MARKER: DS = TRIANGULATION STATION DISK
 JZ1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1638_STAMPING: BOGUE 1939
 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 = OCTOBER  6, 2006
 JZ1639 ***********************************************************************
 JZ1639  DESIGNATION -  BOGUE AZ
 JZ1639  PID         -  JZ1639
 JZ1639  STATE/COUNTY-  IN/HENRY
 JZ1639  USGS QUAD   -  DUNREITH (1983)
 JZ1639
 JZ1639                         *CURRENT SURVEY CONTROL
 JZ1639  ___________________________________________________________________
 JZ1639* NAD 83(1986)-  39 49 31.     (N)    085 26 53.     (W)     SCALED    
 JZ1639* NAVD 88     -       326.830  (meters)    1072.27   (feet)  ADJUSTED  
 JZ1639  ___________________________________________________________________
 JZ1639  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JZ1639  DYNAMIC HT  -         326.644 (meters)    1071.66  (feet)  COMP
 JZ1639  MODELED GRAV-     980,048.8   (mgal)                       NAVD 88
 JZ1639
 JZ1639  VERT ORDER  -  SECOND    CLASS 0
 JZ1639
 JZ1639.The horizontal coordinates were scaled from a topographic map and have
 JZ1639.an estimated accuracy of +/- 6 seconds.
 JZ1639
 JZ1639.The orthometric height was determined by differential leveling
 JZ1639.and adjusted by the National Geodetic Survey in June 1991..
 JZ1639
 JZ1639.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1639.See file dsdata.txt to determine how the superseded data were derived.
 JZ1639
 JZ1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK328095(NAD 83)
 JZ1639_MARKER: DZ = AZIMUTH MARK DISK
 JZ1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1639_STAMPING: BOGUE 1939
 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 = OCTOBER  6, 2006
 JZ1640 ***********************************************************************
 JZ1640  DESIGNATION -  BOGUE RM 2
 JZ1640  PID         -  JZ1640
 JZ1640  STATE/COUNTY-  IN/HENRY
 JZ1640  USGS QUAD   -  DUNREITH (1983)
 JZ1640
 JZ1640                         *CURRENT SURVEY CONTROL
 JZ1640  ___________________________________________________________________
 JZ1640* NAD 83(1986)-  39 49 25.     (N)    085 27 20.     (W)     SCALED    
 JZ1640* NAVD 88     -       320.686  (meters)    1052.12   (feet)  ADJUSTED  
 JZ1640  ___________________________________________________________________
 JZ1640  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JZ1640  DYNAMIC HT  -         320.503 (meters)    1051.52  (feet)  COMP
 JZ1640  MODELED GRAV-     980,048.8   (mgal)                       NAVD 88
 JZ1640
 JZ1640  VERT ORDER  -  SECOND    CLASS 0
 JZ1640
 JZ1640.The horizontal coordinates were scaled from a topographic map and have
 JZ1640.an estimated accuracy of +/- 6 seconds.
 JZ1640
 JZ1640.The orthometric height was determined by differential leveling
 JZ1640.and adjusted by the National Geodetic Survey in June 1991..
 JZ1640
 JZ1640.The geoid height was determined by GEOID03.
 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     -   507,960.      118,070.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1640.See file dsdata.txt to determine how the superseded data were derived.
 JZ1640
 JZ1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK321093(NAD 83)
 JZ1640_MARKER: DR = REFERENCE MARK DISK
 JZ1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1640_STAMPING: BOGUE NO 2 1939
 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 = OCTOBER  6, 2006
 JZ3317 ***********************************************************************
 JZ3317  DESIGNATION -  BOGUE RM 4
 JZ3317  PID         -  JZ3317
 JZ3317  STATE/COUNTY-  IN/HENRY
 JZ3317  USGS QUAD   -  DUNREITH (1983)
 JZ3317
 JZ3317                         *CURRENT SURVEY CONTROL
 JZ3317  ___________________________________________________________________
 JZ3317* NAD 83(1997)-  39 49 31.69706(N)    085 26 55.13522(W)     ADJUSTED  
 JZ3317* NAVD 88     -       325.74   (+/-2cm)    1068.7    (feet)  VERTCON   
 JZ3317  ___________________________________________________________________
 JZ3317  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 JZ3317  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JZ3317
 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ3317
 JZ3317.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3317
 JZ3317.The geoid height was determined by GEOID03.
 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     -   0.99995421  x   0.99997095  =   0.99992516
 JZ3317!UTM  16      -   0.99995421  x   0.99981699  =   0.99977121
 JZ3317
 JZ3317:                Primary Azimuth Mark                     Grid Az
 JZ3317:SPC IN E     -  SPICELAND MUNICIPAL TANK                 031 51 18.7
 JZ3317:UTM  16      -  SPICELAND MUNICIPAL TANK                 031 00 04.0
 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 (07/19/86)  325.87   (m)         1069.1    (f) LEVELING    3  
 JZ3317
 JZ3317.Superseded values are not recommended for survey control.
 JZ3317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3317.See file dsdata.txt to determine how the superseded data were derived.
 JZ3317
 JZ3317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK3276209538(NAD 83)
 JZ3317_MARKER: DR = REFERENCE MARK DISK
 JZ3317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3317_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA2219 ***********************************************************************
 LA2219  DESIGNATION -  BOLIVAR
 LA2219  PID         -  LA2219
 LA2219  STATE/COUNTY-  IN/WABASH
 LA2219  USGS QUAD   -  NORTH MANCHESTER SOUTH (1994)
 LA2219
 LA2219                         *CURRENT SURVEY CONTROL
 LA2219  ___________________________________________________________________
 LA2219* NAD 83(1997)-  40 57 51.16238(N)    085 47 36.13143(W)     ADJUSTED  
 LA2219* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 LA2219  ___________________________________________________________________
 LA2219  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 LA2219  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 LA2219
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2219
 LA2219.The geoid height was determined by GEOID03.
 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     -   0.99996707  x   0.99996807  =   0.99993514
 LA2219!UTM  16      -   0.99996707  x   0.99972689  =   0.99969397
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2219.See file dsdata.txt to determine how the superseded data were derived.
 LA2219
 LA2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0153535485(NAD 83)
 LA2219_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 LA2219'EAST OF A GRAVEL T-ROAD INTERSECTION WITH STATE HIGHWAY 13, 75 FEET
 LA2219'EAST OF THE NORTHEAST CORNER OF
 LA2219'BRIDGE AND 75 FEET NORTH OF THE NORTH RAIL OF THE ERIE RAILROAD.
 LA2219'THE MARK IS FLUSH AND THE DISK IS
 LA2219'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
 LA2219'GRAVEL ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED BOLIVAR NO 1
 LA2219'1947.
 LA2219'
 LA2219'REFERENCE MARK NO. 2 IS 93.12 FEET WEST OF THE STATION.  IT IS 40
 LA2219'FEET NORTH OF THE NORTH RAIL OF
 LA2219'RAILROAD AND IS DIRECTLY UNDER THE NORTHEAST EDGE OF BRIDGE.  THE
 LA2219'MARK IS FLUSH AND THE DISK IS
 LA2219'STAMPED 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
 LA2219'CORNER OF WHITE HOUSE, 45 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LA2219'RED HOUSE, 7 FEET WEST OF A WHITE
 LA2219'WITNESS POST AND 15 FEET SOUTH OF THE CENTERLINE OF ROAD.
 LA2219'THE MARK IS FLUSH AND THE DISK IS STAMPED
 LA2219'BOLIVAR 1947.
 LA2219'
 LA2219'TO REACH THE STATION FROM THE JUNCTION OF WEST MAIN AND MARKET STREET
 LA2219'(CITY HALL) IN NORTH
 LA2219'MANCHESTER GO WEST ON WEST MAIN (STATE HIGHWAY 13 AND 114) FOR 0.6
 LA2219'MILE TO JUNCTION OF STATE
 LA2219'HIGHWAYS 13 AND 114, TURN LEFT ON HIGHWAY 13 AND GO SOUTH FOR
 LA2219'2.7 MILE TO A GRAVEL T-ROAD LEFT AND
 LA2219'STATION IN THE SOUTHEAST ANGLE, TURN LEFT ON
 LA2219'GRAVEL ROAD AND GO EAST FOR 0.25 MILE TO AZIMUTH MARK
 LA2219'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
 LA2219'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1707 ***********************************************************************
 JA1707  DESIGNATION -  BONO
 JA1707  PID         -  JA1707
 JA1707  STATE/COUNTY-  IN/LAWRENCE
 JA1707  USGS QUAD   -  MITCHELL (1980)
 JA1707
 JA1707                         *CURRENT SURVEY CONTROL
 JA1707  ___________________________________________________________________
 JA1707* NAD 83(1997)-  38 42 14.25210(N)    086 24 03.36246(W)     ADJUSTED  
 JA1707* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 JA1707  ___________________________________________________________________
 JA1707  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 JA1707  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JA1707
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1707
 JA1707.The geoid height was determined by GEOID03.
 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;SPC IN E     -   383,888.994    36,130.600   MT  1.00001688   -0 27 32.9
 JA1707;SPC IN E     - 1,259,475.81    118,538.48   sFT  1.00001688   -0 27 32.9
 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!SPC IN E     -   0.99996977  x   1.00001688  =   0.99998664
 JA1707!UTM  16      -   0.99996977  x   0.99963341  =   0.99960319
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1707.See file dsdata.txt to determine how the superseded data were derived.
 JA1707
 JA1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5209084096(NAD 83)
 JA1707_MARKER: DS = TRIANGULATION STATION DISK
 JA1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA2086 ***********************************************************************
 KA2086  DESIGNATION -  BOO 54
 KA2086  PID         -  KA2086
 KA2086  STATE/COUNTY-  IN/BOONE
 KA2086  USGS QUAD   -  CARMEL (1988)
 KA2086
 KA2086                         *CURRENT SURVEY CONTROL
 KA2086  ___________________________________________________________________
 KA2086* NAD 83(1997)-  39 57 45.42926(N)    086 14 34.32004(W)     ADJUSTED  
 KA2086* NAVD 88     -       274.90   (meters)     901.9    (feet)  LEVELING  
 KA2086  ___________________________________________________________________
 KA2086  X           -     320,793.069 (meters)                     COMP
 KA2086  Y           -  -4,885,037.355 (meters)                     COMP
 KA2086  Z           -   4,074,959.843 (meters)                     COMP
 KA2086  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 KA2086  ELLIP HEIGHT-         240.77  (meters)          (05/25/99) GPS OBS
 KA2086  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KA2086
 KA2086  HORZ ORDER  -  SECOND
 KA2086  VERT ORDER  -  THIRD ?
 KA2086  ELLP ORDER  -  FOURTH    CLASS I
 KA2086
 KA2086.The horizontal coordinates were established by GPS observations
 KA2086.and adjusted by the National Geodetic Survey in May 1999..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2086
 KA2086.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2086
 KA2086.The ellipsoidal height was determined by GPS observations
 KA2086.and is referenced to NAD 83.
 KA2086
 KA2086.The geoid height was determined by GEOID03.
 KA2086
 KA2086;                    North         East     Units Scale Factor Converg.
 KA2086;SPC IN W     -   523,705.517   971,807.872   MT  1.00003012   +0 32 23.4
 KA2086;SPC IN W     - 1,718,190.52  3,188,339.66   sFT  1.00003012   +0 32 23.4
 KA2086;UTM  16      - 4,423,882.761   564,664.234   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  =   0.99961372
 KA2086
 KA2086                          SUPERSEDED SURVEY CONTROL
 KA2086
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2086.See file dsdata.txt to determine how the superseded data were derived.
 KA2086
 KA2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK6466423883(NAD 83)
 KA2086_MARKER: DD = SURVEY DISK
 KA2086_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KA2086_SP_SET: PREFAB CONC. POST IN EARTH
 KA2086_STAMPING: BOO 54 1989
 KA2086_MARK LOGO: INDNR 
 KA2086_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KA2086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA2086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA2086+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1992
 KA2086
 KA2086  HISTORY     - Date     Condition        Report By
 KA2086  HISTORY     - 1989     MONUMENTED       INDNR
 KA2086  HISTORY     - 19920721 GOOD
 KA2086  HISTORY     - 20060110 GOOD             PICI
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3359 ***********************************************************************
 JZ3359  DESIGNATION -  BOON
 JZ3359  PID         -  JZ3359
 JZ3359  STATE/COUNTY-  IN/JENNINGS
 JZ3359  USGS QUAD   -  NORTH VERNON (1993)
 JZ3359
 JZ3359                         *CURRENT SURVEY CONTROL
 JZ3359  ___________________________________________________________________
 JZ3359* NAD 83(1997)-  39 03 49.09130(N)    085 41 55.48718(W)     ADJUSTED  
 JZ3359* NAVD 88     -       213.73   (+/-2cm)     701.2    (feet)  VERTCON   
 JZ3359  ___________________________________________________________________
 JZ3359  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 JZ3359  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ3359
 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ3359
 JZ3359.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3359
 JZ3359.The geoid height was determined by GEOID03.
 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     -   0.99997180  x   0.99996676  =   0.99993856
 JZ3359!UTM  16      -   0.99997180  x   0.99975606  =   0.99972787
 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  NGVD 29 (07/19/86)  213.85   (m)          701.6    (f) LEVELING    3  
 JZ3359
 JZ3359.Superseded values are not recommended for survey control.
 JZ3359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3359.See file dsdata.txt to determine how the superseded data were derived.
 JZ3359
 JZ3359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1257924644(NAD 83)
 JZ3359_MARKER: DS = TRIANGULATION STATION DISK
 JZ3359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2447 ***********************************************************************
 LB2447  DESIGNATION -  BOON
 LB2447  PID         -  LB2447
 LB2447  STATE/COUNTY-  IN/CASS
 LB2447  USGS QUAD   -  GRASS CREEK (1977)
 LB2447
 LB2447                         *CURRENT SURVEY CONTROL
 LB2447  ___________________________________________________________________
 LB2447* NAD 83(1997)-  40 53 04.88910(N)    086 24 13.50303(W)     ADJUSTED  
 LB2447* NAVD 88     -       241.15   (+/-2cm)     791.2    (feet)  VERTCON   
 LB2447  ___________________________________________________________________
 LB2447  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 LB2447  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 LB2447
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2447
 LB2447.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2447
 LB2447.The geoid height was determined by GEOID03.
 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     -   0.99996747  x   1.00001415  =   0.99998162
 LB2447!SPC IN W     -   0.99996747  x   1.00000703  =   0.99997450
 LB2447!UTM  16      -   0.99996747  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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  241.26   (m)          791.5    (f) LEVELING    3  
 LB2447
 LB2447.Superseded values are not recommended for survey control.
 LB2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2447.See file dsdata.txt to determine how the superseded data were derived.
 LB2447
 LB2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5023326128(NAD 83)
 LB2447_MARKER: DS = TRIANGULATION STATION DISK
 LB2447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA2001 ***********************************************************************
 JA2001  DESIGNATION -  BOON
 JA2001  PID         -  JA2001
 JA2001  STATE/COUNTY-  IN/WARRICK
 JA2001  USGS QUAD   -  BOONVILLE (1988)
 JA2001
 JA2001                         *CURRENT SURVEY CONTROL
 JA2001  ___________________________________________________________________
 JA2001* NAD 83(1997)-  38 06 43.44035(N)    087 16 49.46161(W)     ADJUSTED  
 JA2001* NAVD 88     -       147.85   (+/-2cm)     485.1    (feet)  VERTCON   
 JA2001  ___________________________________________________________________
 JA2001  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 JA2001  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 JA2001
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA2001
 JA2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2001
 JA2001.The geoid height was determined by GEOID03.
 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  =   0.99995207
 JA2001!UTM  16      -   0.99998173  x   0.99960744  =   0.99958917
 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 (07/19/86)  147.95   (m)          485.4    (f) LEVELING    3  
 JA2001
 JA2001.Superseded values are not recommended for survey control.
 JA2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2001.See file dsdata.txt to determine how the superseded data were derived.
 JA2001
 JA2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7541918286(NAD 83)
 JA2001_MARKER: DS = TRIANGULATION STATION DISK
 JA2001_SETTING: 0 = UNSPECIFIED SETTING
 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
 JA2001'MILES W OF FOLSOMVILLE, AND ON LAND OWNED BY FRED W
 JA2001'BICKMEIER.  IT IS 42 FEET E OF THE
 JA2001'APPROXIMATE CENTER OF THE HIGHWAY,
 JA2001'21 FEET SE OF A TELEPHONE, AND 82 FEET SW OF THE SW
 JA2001'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
 JA2001'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
 JA2001'S OF THE HOUSE.  IT IS A BRONZE REFERENCE DISK IN
 JA2001'CONCRETE, STAMPED BOON NO 1 1945,
 JA2001'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
 JA2001'FEET S OF A POWER POLE, AND 26.5 FEET W OF THE
 JA2001'APPROXIMATE CENTER OF THE
 JA2001'HIGHWAY.  IT IS A BRONZE REFERENCE DISK IN
 JA2001'CONCRETE, STAMPED BOON NO 2 1945, AND
 JA2001'PROJECTS 4 INCHES.
 JA2001'
 JA2001'THE AZIMUTH MARK IS 0.2 MILE NO OF THE STATION, 42 FEET W OF THE
 JA2001'APPROXIMATE CENTER
 JA2001'OF THE HIGHWAY, 2.5 FEET S OF A STANDARD WITNESS
 JA2001'POST, AND 5 FEET SW OF A FENCE
 JA2001'CORNER.  IT IS A BRONZE AZIMUTH DISK
 JA2001'IN CONCRETE, STAMPED BOON 1945, AND PROJECTS
 JA2001'ABOUT 4 INCHES.
 JA2001'
 JA2001'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 61 AND 66 IN
 JA2001'BOONVILLE, GO N ON
 JA2001'STATE HIGHWAY 61 FOR 4.3 MILES TO MR BICKMEIERS
 JA2001'HOUSE ON THE RIGHT AND STATION.
 JA2001'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
 JA2001'THE DISTANCES TO THE REFERENCE MARKS WERE CHECKED.
 JA2001'THE DISTANCE TO REFERENCE MARK NO 1
 JA2001'CHECKED CLOSELY BUT IN MEASURING
 JA2001'TO REFERENCE MARK NO 2 A DISCREPANCY OF APPROXIMATELY
 JA2001'THREE FEET WAS
 JA2001'DISCLOSED.  IT APPEARED THAT IN THE 1945 MEASUREMENT THAT 106 FEET
 JA2001'WAS ERRONEOUSLY
 JA2001'CALLED 109 FEET, A MISTAKE PROBABLY CAUSED BY READING
 JA2001'THE TAPE FROM THE WRONG SIDE.
 JA2001'UPON NOTING THIS DESCPEPANCY, THE
 JA2001'DISTANCE WAS CAREFULLY MEASURED AGAIN AND
 JA2001'RECHECKED.  SURFACE,
 JA2001'UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 JA2001'SET IN CONCRETE.  A COMPLETE DESCRIPTION FOLLOWS.
 JA2001'
 JA2001'THIS STATION IS ALONG STATE HIGHWAY 61, 4 MILES NORTH FROM BOONVILLE,
 JA2001'ON PROPERTY OWNED BY
 JA2001'FRED W BICKMEIER.  THE MARK IS 82 FEET SOUTHWEST OF
 JA2001'A NEW RED TILE HOUSE, 43 FEET EAST
 JA2001'OF THE CENTERLINE OF THE HIGHWAY
 JA2001'AND 30 FEET SOUTH OF THE HOUSE DRIVEWAY.  THE MARK IS
 JA2001'12 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
 JA2001'THE CENTERLINE OF THE HIGHWAY AND 54 FEET SOUTH OF THE
 JA2001'TILE HOUSE, IN A FENCELINE.
 JA2001'THE MARK PROJECTS 3 INCHES AND THE DISK
 JA2001'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
 JA2001'THE CENTERLINE OF THE HIGHWAY, 6 FEET SOUTH OF A
 JA2001'TELEPHONE POLE AND 1 FOOT EAST
 JA2001'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
 JA2001'OF THE CENTERLINE OF THE HIGHWAY, 34 FEET NORTH OF A
 JA2001'GRAVEL ROAD AND 2 FEET SOUTH OF
 JA2001'A WHITE WITNESS POST, IN A FENCE
 JA2001'CORNER.  THE MARK PROJECTS 6 INCHES AND THE DISK
 JA2001'IS STAMPED BOON 1945.
 JA2001'
 JA2001'TO REACH FROM LYNNVILLE AT THE JUNCTION OF STATE HIGHWAYS 61 AND 68,
 JA2001'GO SOUTH ON STATE HIGHWAY
 JA2001'61 FOR 5.8 MILES TO THE RED TILE HOUSE AND STATION
 JA2001'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0898 ***********************************************************************
 LB0898  DESIGNATION -  BOON C 10
 LB0898  PID         -  LB0898
 LB0898  STATE/COUNTY-  IN/BOONE
 LB0898  USGS QUAD   -  SHANNONDALE (1980)
 LB0898
 LB0898                         *CURRENT SURVEY CONTROL
 LB0898  ___________________________________________________________________
 LB0898* NAD 83(1986)-  40 03 17.     (N)    086 41 43.     (W)     SCALED    
 LB0898* NAVD 88     -       261.615  (meters)     858.32   (feet)  ADJUSTED  
 LB0898  ___________________________________________________________________
 LB0898  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 LB0898  DYNAMIC HT  -         261.473 (meters)     857.85  (feet)  COMP
 LB0898  MODELED GRAV-     980,077.8   (mgal)                       NAVD 88
 LB0898
 LB0898  VERT ORDER  -  SECOND    CLASS 0
 LB0898
 LB0898.The horizontal coordinates were scaled from a topographic map and have
 LB0898.an estimated accuracy of +/- 6 seconds.
 LB0898
 LB0898.The orthometric height was determined by differential leveling
 LB0898.and adjusted by the National Geodetic Survey in June 1991..
 LB0898
 LB0898.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0898.See file dsdata.txt to determine how the superseded data were derived.
 LB0898
 LB0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK259338(NAD 83)
 LB0898_MARKER: DD = SURVEY DISK
 LB0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0898_SP_SET: 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             NGS
 LB0898
 LB0898                          STATION DESCRIPTION
 LB0898
 LB0898'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0635 ***********************************************************************
 LB0635  DESIGNATION -  BOON C 2
 LB0635  PID         -  LB0635
 LB0635  STATE/COUNTY-  IN/BOONE
 LB0635  USGS QUAD   -  LEBANON (1979)
 LB0635
 LB0635                         *CURRENT SURVEY CONTROL
 LB0635  ___________________________________________________________________
 LB0635* NAD 83(1986)-  40 03 54.     (N)    086 28 20.     (W)     SCALED    
 LB0635* NAVD 88     -       283.432  (meters)     929.89   (feet)  ADJUSTED  
 LB0635  ___________________________________________________________________
 LB0635  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 LB0635  DYNAMIC HT  -         283.276 (meters)     929.38  (feet)  COMP
 LB0635  MODELED GRAV-     980,067.8   (mgal)                       NAVD 88
 LB0635
 LB0635  VERT ORDER  -  SECOND    CLASS 0
 LB0635
 LB0635.The horizontal coordinates were scaled from a topographic map and have
 LB0635.an estimated accuracy of +/- 6 seconds.
 LB0635
 LB0635.The orthometric height was determined by differential leveling
 LB0635.and adjusted by the National Geodetic Survey in June 1991..
 LB0635
 LB0635.The geoid height was determined by GEOID03.
 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     -   534,910.      952,130.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0635.See file dsdata.txt to determine how the superseded data were derived.
 LB0635
 LB0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK450351(NAD 83)
 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             NGS
 LB0635
 LB0635                          STATION DESCRIPTION
 LB0635
 LB0635'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0644 ***********************************************************************
 LB0644  DESIGNATION -  BOON C 3
 LB0644  PID         -  LB0644
 LB0644  STATE/COUNTY-  IN/BOONE
 LB0644  USGS QUAD   -  MECHANICSBURG (1961)
 LB0644
 LB0644                         *CURRENT SURVEY CONTROL
 LB0644  ___________________________________________________________________
 LB0644* NAD 83(1986)-  40 09 41.     (N)    086 29 07.     (W)     SCALED    
 LB0644* NAVD 88     -       264.180  (meters)     866.73   (feet)  ADJUSTED  
 LB0644  ___________________________________________________________________
 LB0644  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 LB0644  DYNAMIC HT  -         264.036 (meters)     866.26  (feet)  COMP
 LB0644  MODELED GRAV-     980,076.8   (mgal)                       NAVD 88
 LB0644
 LB0644  VERT ORDER  -  SECOND    CLASS 0
 LB0644
 LB0644.The horizontal coordinates were scaled from a topographic map and have
 LB0644.an estimated accuracy of +/- 6 seconds.
 LB0644
 LB0644.The orthometric height was determined by differential leveling
 LB0644.and adjusted by the National Geodetic Survey in June 1991..
 LB0644
 LB0644.The geoid height was determined by GEOID03.
 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     -   545,610.      950,950.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0644.See file dsdata.txt to determine how the superseded data were derived.
 LB0644
 LB0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK438457(NAD 83)
 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             NGS
 LB0644
 LB0644                          STATION DESCRIPTION
 LB0644
 LB0644'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0857 ***********************************************************************
 LB0857  DESIGNATION -  BOON C 9
 LB0857  PID         -  LB0857
 LB0857  STATE/COUNTY-  IN/BOONE
 LB0857  USGS QUAD   -  THORNTOWN (1991)
 LB0857
 LB0857                         *CURRENT SURVEY CONTROL
 LB0857  ___________________________________________________________________
 LB0857* NAD 83(1986)-  40 07 35.     (N)    086 33 43.     (W)     SCALED    
 LB0857* NAVD 88     -       267.697  (meters)     878.27   (feet)  ADJUSTED  
 LB0857  ___________________________________________________________________
 LB0857  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 LB0857  DYNAMIC HT  -         267.552 (meters)     877.79  (feet)  COMP
 LB0857  MODELED GRAV-     980,076.4   (mgal)                       NAVD 88
 LB0857
 LB0857  VERT ORDER  -  SECOND    CLASS 0
 LB0857
 LB0857.The horizontal coordinates were scaled from a topographic map and have
 LB0857.an estimated accuracy of +/- 6 seconds.
 LB0857
 LB0857.The orthometric height was determined by differential leveling
 LB0857.and adjusted by the National Geodetic Survey in June 1991..
 LB0857
 LB0857.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0857.See file dsdata.txt to determine how the superseded data were derived.
 LB0857
 LB0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK373418(NAD 83)
 LB0857_MARKER: DD = SURVEY DISK
 LB0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0857_SP_SET: 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             NGS
 LB0857
 LB0857                          STATION DESCRIPTION
 LB0857
 LB0857'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1747 ***********************************************************************
 JA1747  DESIGNATION -  BOONE
 JA1747  PID         -  JA1747
 JA1747  STATE/COUNTY-  IN/HARRISON
 JA1747  USGS QUAD   -  LACONIA (1994)
 JA1747
 JA1747                         *CURRENT SURVEY CONTROL
 JA1747  ___________________________________________________________________
 JA1747* NAD 83(1997)-  38 04 05.76425(N)    086 03 39.53190(W)     ADJUSTED  
 JA1747* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 JA1747  ___________________________________________________________________
 JA1747  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 JA1747  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JA1747
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1747
 JA1747.The geoid height was determined by GEOID03.
 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     -   0.99997004  x   0.99998141  =   0.99995145
 JA1747!UTM  16      -   0.99997004  x   0.99968356  =   0.99965361
 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|---------------------------------------------------------------------|
 JA1747| PID    Reference Object                     Distance      Geod. Az  |
 JA1747|                                                           dddmmss.s |
 JA1747| CG7221 BOONE AZ MK                                        0923643.4 |
 JA1747| JA1748 W 32 USGS 1947                      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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1747.See file dsdata.txt to determine how the superseded data were derived.
 JA1747
 JA1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8236813806(NAD 83)
 JA1747_MARKER: DS = TRIANGULATION STATION DISK
 JA1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1997 ***********************************************************************
 JA1997  DESIGNATION -  BOONVILLE CITY P AND L CO STK
 JA1997  PID         -  JA1997
 JA1997  STATE/COUNTY-  IN/WARRICK
 JA1997  USGS QUAD   -  BOONVILLE (1988)
 JA1997
 JA1997                         *CURRENT SURVEY CONTROL
 JA1997  ___________________________________________________________________
 JA1997* NAD 83(1997)-  38 02 45.02308(N)    087 16 20.29976(W)     ADJUSTED  
 JA1997* NAVD 88     -                                                        
 JA1997  ___________________________________________________________________
 JA1997  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 JA1997  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 JA1997
 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
 JA1997.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1997
 JA1997.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1997
 JA1997  NAD 83(1993)-  38 02 45.02637(N)    087 16 20.29978(W) AD(       ) 4
 JA1997  NAD 83(1986)-  38 02 45.03213(N)    087 16 20.30198(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1997.See file dsdata.txt to determine how the superseded data were derived.
 JA1997
 JA1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7610710936(NAD 83)
 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 = OCTOBER  6, 2006
 JA1998 ***********************************************************************
 JA1998  DESIGNATION -  BOONVILLE MUNICIPAL TANK
 JA1998  PID         -  JA1998
 JA1998  STATE/COUNTY-  IN/WARRICK
 JA1998  USGS QUAD   -  BOONVILLE (1988)
 JA1998
 JA1998                         *CURRENT SURVEY CONTROL
 JA1998  ___________________________________________________________________
 JA1998* NAD 83(1997)-  38 02 59.04207(N)    087 15 59.69011(W)     ADJUSTED  
 JA1998* NAVD 88     -                                                        
 JA1998  ___________________________________________________________________
 JA1998  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 JA1998  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 JA1998
 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
 JA1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1998
 JA1998.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1998
 JA1998  NAD 83(1993)-  38 02 59.04536(N)    087 15 59.69011(W) AD(       ) 4
 JA1998  NAD 83(1986)-  38 02 59.05115(N)    087 15 59.69232(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1998.See file dsdata.txt to determine how the superseded data were derived.
 JA1998
 JA1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7661111367(NAD 83)
 JA1998_MARKER: 53 = ELEVATED TANK
 JA1998
 JA1998  HISTORY     - Date     Condition        Report By
 JA1998  HISTORY     - 1945     FIRST OBSERVED   CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2002 ***********************************************************************
 JA2002  DESIGNATION -  BOONVILLE WARRICK CO CTHSE
 JA2002  PID         -  JA2002
 JA2002  STATE/COUNTY-  IN/WARRICK
 JA2002  USGS QUAD   -  BOONVILLE (1988)
 JA2002
 JA2002                         *CURRENT SURVEY CONTROL
 JA2002  ___________________________________________________________________
 JA2002* NAD 83(1997)-  38 02 58.27458(N)    087 16 29.75102(W)     ADJUSTED  
 JA2002* NAVD 88     -                                                        
 JA2002  ___________________________________________________________________
 JA2002  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 JA2002  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 JA2002
 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
 JA2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2002
 JA2002.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA2002
 JA2002  NAD 83(1993)-  38 02 58.27791(N)    087 16 29.75099(W) AD(       ) 4
 JA2002  NAD 83(1986)-  38 02 58.28365(N)    087 16 29.75323(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2002.See file dsdata.txt to determine how the superseded data were derived.
 JA2002
 JA2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7587811345(NAD 83)
 JA2002_MARKER: 89 = SPIRE
 JA2002
 JA2002  HISTORY     - Date     Condition        Report By
 JA2002  HISTORY     - 1945     FIRST OBSERVED   CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ2301 ***********************************************************************
 HZ2301  DESIGNATION -  BORDEN 1947 AZ MK
 HZ2301  PID         -  HZ2301
 HZ2301  STATE/COUNTY-  IN/CLARK
 HZ2301  USGS QUAD   -  BORDEN (1993)
 HZ2301
 HZ2301                         *CURRENT SURVEY CONTROL
 HZ2301  ___________________________________________________________________
 HZ2301* NAD 83(1997)-  38 26 40.97763(N)    085 53 59.23151(W)     ADJUSTED  
 HZ2301* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 HZ2301  ___________________________________________________________________
 HZ2301  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 HZ2301  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 HZ2301
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2301
 HZ2301.The geoid height was determined by GEOID03.
 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     -   0.99997922  x   0.99997176  =   0.99995098
 HZ2301!UTM  16      -   0.99997922  x   0.99971352  =   0.99969274
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2301.See file dsdata.txt to determine how the superseded data were derived.
 HZ2301
 HZ2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9601155732(NAD 83)
 HZ2301_MARKER: DZ = AZIMUTH MARK DISK
 HZ2301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2301_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2299 ***********************************************************************
 HZ2299  DESIGNATION -  BORDEN LOOKOUT TOWER 1947
 HZ2299  PID         -  HZ2299
 HZ2299  STATE/COUNTY-  IN/CLARK
 HZ2299  USGS QUAD   -  BORDEN (1993)
 HZ2299
 HZ2299                         *CURRENT SURVEY CONTROL
 HZ2299  ___________________________________________________________________
 HZ2299* NAD 83(1997)-  38 26 27.13657(N)    085 54 29.95608(W)     ADJUSTED  
 HZ2299* NAVD 88     -                                                        
 HZ2299  ___________________________________________________________________
 HZ2299  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 HZ2299  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 HZ2299
 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
 HZ2299.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2299
 HZ2299.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2299
 HZ2299  NAD 83(1993)-  38 26 27.13794(N)    085 54 29.95664(W) AD(       ) 4
 HZ2299  NAD 83(1986)-  38 26 27.14035(N)    085 54 29.96220(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2299.See file dsdata.txt to determine how the superseded data were derived.
 HZ2299
 HZ2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9527155297(NAD 83)
 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 = OCTOBER  6, 2006
 HZ2298 ***********************************************************************
 HZ2298  DESIGNATION -  BORDEN RESET
 HZ2298  PID         -  HZ2298
 HZ2298  STATE/COUNTY-  IN/CLARK
 HZ2298  USGS QUAD   -  BORDEN (1993)
 HZ2298
 HZ2298                         *CURRENT SURVEY CONTROL
 HZ2298  ___________________________________________________________________
 HZ2298* NAD 83(1997)-  38 26 26.60147(N)    085 54 29.81716(W)     ADJUSTED  
 HZ2298* NAVD 88     -       268.     (meters)     879.     (feet)  SCALED    
 HZ2298  ___________________________________________________________________
 HZ2298  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 HZ2298  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 HZ2298
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2298
 HZ2298.The geoid height was determined by GEOID03.
 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     -   0.99996321  x   0.99997214  =   0.99993535
 HZ2298!UTM  16      -   0.99996321  x   0.99971179  =   0.99967501
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2298.See file dsdata.txt to determine how the superseded data were derived.
 HZ2298
 HZ2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9527555280(NAD 83)
 HZ2298_MARKER: DS = TRIANGULATION STATION DISK
 HZ2298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1823 ***********************************************************************
 JA1823  DESIGNATION -  BOSCH
 JA1823  PID         -  JA1823
 JA1823  STATE/COUNTY-  IN/SPENCER
 JA1823  USGS QUAD   -  SAINT MEINRAD (1980)
 JA1823
 JA1823                         *CURRENT SURVEY CONTROL
 JA1823  ___________________________________________________________________
 JA1823* NAD 83(1997)-  38 07 54.91500(N)    086 51 40.32807(W)     ADJUSTED  
 JA1823* NAVD 88     -       189.     (meters)     620.     (feet)  SCALED    
 JA1823  ___________________________________________________________________
 JA1823  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 JA1823  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JA1823
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1823
 JA1823.The geoid height was determined by GEOID03.
 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     -   0.99997539  x   0.99997134  =   0.99994673
 JA1823!UTM  16      -   0.99997539  x   0.99960182  =   0.99957722
 JA1823
 JA1823:                Primary Azimuth Mark                     Grid Az
 JA1823:SPC IN W     -  FERDINAND ST FERDINAND CATH CH           000 03 19.0
 JA1823:UTM  16      -  FERDINAND ST FERDINAND CATH CH           000 06 24.3
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1823.See file dsdata.txt to determine how the superseded data were derived.
 JA1823
 JA1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1216420461(NAD 83)
 JA1823_MARKER: DS = TRIANGULATION STATION DISK
 JA1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1823
 JA1823  HISTORY     - Date     Condition        Report By
 JA1823  HISTORY     - 1946     MONUMENTED       CGS
 JA1823  HISTORY     - 1969     GOOD             CGS
 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
 JA1823'THE TOP OF A HILL, 32 FEET
 JA1823'NORTH OF THE JUNCTION OF A GRAVEL ROAD AND A DIRT
 JA1823'FARM ROAD, 59 FEET SOUTH OF A LONE
 JA1823'48-INCH HICKORY TREE AND 7 FEET
 JA1823'NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 6
 JA1823'INCHES AND THE
 JA1823'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
 JA1823'GRAVEL ROAD AND 1 FOOT NORTH OF A FENCE.  THE MARK
 JA1823'PROJECTS 6 INCHES AND THE DISK IS
 JA1823'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
 JA1823'GRAVEL ROAD AND 6 INCHES NORTH OF A FENCE.  THE
 JA1823'MARK PROJECTS 2 INCHES AND THE DISK
 JA1823'IS STAMPED BOSCH NO 2 1946.
 JA1823'
 JA1823'THE AZIMUTH MARK IS NORTHEAST OF THE STATION, 17 FEET NORTHEAST OF
 JA1823'THE CENTERLINE OF A
 JA1823'GRAVEL ROAD, 9 FEET EAST OF A FENCE GATE AND 7 FEET
 JA1823'WEST OF A WHITE WITNESS POST.  THE
 JA1823'MARK PROJECTS 4 INCHES AND THE
 JA1823'DISK 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
 JA1823'TO A FORKS, TAKE THE LEFT FORK, LEAVING THE HIGHWAY,
 JA1823'AND GO 1.2 MILES TO A SIDE ROAD
 JA1823'ON THE LEFT, TURN LEFT AND GO 0.9
 JA1823'MILE TO THE STATION ON THE RIGHT.
 JA1823'
 JA1823'FROM THIS POINT CONTINUE NORTH ON THE GRAVEL ROAD FOR 0.55 MILE TO
 JA1823'THE 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
 JA1823'RECOVERED AND FOUND IN GOOD CONDITION.  HOWEVER,
 JA1823'REFERENCE MARK NO 1 AND REFERENCE
 JA1823'MARK NO 2 WOULD BE DESTROYED BY
 JA1823'COUNTY ROAD CONSTRUCTION AND WERE REPLACE BY TWO NEW
 JA1823'REFERENCE MARKS
 JA1823'NO 3 AND NO 4, AND THE OLD REFERENCE MARKS REMOVED.
 JA1823'
 JA1823'FOLLOWING IS 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
 JA1823'NORTH-NORTHWEST OF FULDA, AND ON THE PROPERTY OF
 JA1823'MR HENRY FICKER.
 JA1823'
 JA1823'TO REACH THE STATION FROM THE ST BONIFACIUS CATHOLIC CHURCH IN FULDA,
 JA1823'GO NORTH ON STATE
 JA1823'ROUTE 545 FOR 0.2 OF A MILE TO A FORK WHERE STATE
 JA1823'ROUTE 545 BEARS RIGHT AND A PAVED
 JA1823'ROAD CONTINUES STRAIGHT AHEAD.
 JA1823'HERE KEEP LEFT AND CONTINUE NORTH ON THE PAVED ROAD
 JA1823'FOR 1.25 MILES TO
 JA1823'A T-ROAD LEFT, TURN LEFT ON THIS ROAD AND GO WEST FOR 0.9 OF A MILE
 JA1823'TO THE TOP OF A
 JA1823'RISE AND THE STATION ON THE RIGHT IN PASTURE AS DESCRIBED.
 JA1823'
 JA1823'THE STATION IS 59 FEET SOUTH OF A 36-INCH SHAGBARK HICKORY TREE, 32
 JA1823'FEET NORTH OF THE
 JA1823'APPROXIMATE CENTER OF THE GRAVELED ROAD, 13 FEET
 JA1823'WEST OF THE EXTENDED CENTERLINE OF A
 JA1823'DRIVEWAY SOUTH, AND 1.0 FOOT
 JA1823'NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 JA1823'STANDARD DISK
 JA1823'SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS
 JA1823'2 INCHES AND THE
 JA1823'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
 JA1823'STATION MARK, 7 FEET EAST OF THE 36-INCH SHAGBARK HICKORY
 JA1823'TREE, AND 3 FEET WEST OF THE
 JA1823'EXTENDED CENTERLINE OF THE DRIVEWAY
 JA1823'SOUTH.  IT IS A STANDARD DISK SET IN THE TOP OF
 JA1823'A 12-INCH, SQUARE,
 JA1823'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED BOSCH 1946 NO 3
 JA1823'1969.
 JA1823'
 JA1823'REFERENCE MARK NO 4 IS 99 FEET SOUTHWEST OF THE 36-INCH SHAGBARK
 JA1823'HICKORY TREE, 83
 JA1823'FEET WEST OF THE METAL WITNESS POST AND SIGN AT THE
 JA1823'STATION, 32 FEET NORTH OF THE
 JA1823'APPROXIMATE CENTER OF THE GRAVELED
 JA1823'ROAD, AND ABOUT 4 FEET BELOW THE ELEVATION OF
 JA1823'THE STATION.  IT IS A
 JA1823'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 JA1823'MONUMENT AND 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
 JA1823'4 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
 JA1823'NORTH, 23 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A
 JA1823'PAVED ROAD, 11 FEET WEST OF A
 JA1823'FENCE CORNER POST, 10 FEET EAST OF THE
 JA1823'APPROXIMATE CENTER OF A FIELD ROAD, 9 FEET WEST
 JA1823'OF A POWERLINE POLE,
 JA1823'2 FEET SOUTHWEST OF A FENCE, AND 1.0 FOOT EAST OF A METAL WITNESS
 JA1823'POST AND SIGN.
 JA1823'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 JA1823'SQUARE, CONCRETE MONUMENT THAT
 JA1823'PROJECTS 2 INCHES AND THE DISK IS
 JA1823'STAMPED BOSCH 1946.
 JA1823'
 JA1823'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVELED
 JA1823'ROAD FOR 0.9 OF A
 JA1823'MILE TO THE PAVED T-CROSSROAD, HERE TURN LEFT AND
 JA1823'GO NORTH AND NORTHWESTERLY ON THE
 JA1823'PAVED ROAD FOR 0.6 MILE TO THE
 JA1823'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3277 ***********************************************************************
 JZ3277  DESIGNATION -  BOSTON
 JZ3277  PID         -  JZ3277
 JZ3277  STATE/COUNTY-  IN/UNION
 JZ3277  USGS QUAD   -  FAIRHAVEN (1960)
 JZ3277
 JZ3277                         *CURRENT SURVEY CONTROL
 JZ3277  ___________________________________________________________________
 JZ3277* NAD 83(1997)-  39 42 40.66344(N)    084 51 06.59622(W)     ADJUSTED  
 JZ3277* NAVD 88     -       346.     (meters)    1135.     (feet)  SCALED    
 JZ3277  ___________________________________________________________________
 JZ3277  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 JZ3277  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 JZ3277
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3277
 JZ3277.The geoid height was determined by GEOID03.
 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;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     -   0.99995101  x   1.00002675  =   0.99997776
 JZ3277!SPC OH S     -   0.99995101  x   0.99995215  =   0.99990317
 JZ3277!UTM  16      -   0.99995101  x   1.00001749  =   0.99996850
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3277.See file dsdata.txt to determine how the superseded data were derived.
 JZ3277
 JZ3277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8414597921(NAD 83)
 JZ3277_MARKER: DS = TRIANGULATION STATION DISK
 JZ3277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HA1300 ***********************************************************************
 HA1300  DESIGNATION -  BOSTON
 HA1300  PID         -  HA1300
 HA1300  STATE/COUNTY-  IN/HARRISON
 HA1300  USGS QUAD   -  ROCK HAVEN (1991)
 HA1300
 HA1300                         *CURRENT SURVEY CONTROL
 HA1300  ___________________________________________________________________
 HA1300* NAD 83(1997)-  37 58 44.90329(N)    086 02 24.58702(W)     ADJUSTED  
 HA1300* NAVD 88     -       211.     (meters)     692.     (feet)  SCALED    
 HA1300  ___________________________________________________________________
 HA1300  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 HA1300  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 HA1300
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1300
 HA1300.The geoid height was determined by GEOID03.
 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  =   0.99995199
 HA1300!SPC KY1Z     -   0.99997207  x   0.99990654  =   0.99987861
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1300.See file dsdata.txt to determine how the superseded data were derived.
 HA1300
 HA1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8429603935(NAD 83)
 HA1300_MARKER: DS = TRIANGULATION STATION DISK
 HA1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ3276 ***********************************************************************
 JZ3276  DESIGNATION -  BOSTON CONCRETE SILO
 JZ3276  PID         -  JZ3276
 JZ3276  STATE/COUNTY-  IN/UNION
 JZ3276  USGS QUAD   -  FAIRHAVEN (1960)
 JZ3276
 JZ3276                         *CURRENT SURVEY CONTROL
 JZ3276  ___________________________________________________________________
 JZ3276* NAD 83(1997)-  39 42 39.20680(N)    084 51 41.89359(W)     ADJUSTED  
 JZ3276* NAVD 88     -                                                        
 JZ3276  ___________________________________________________________________
 JZ3276  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 JZ3276  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JZ3276
 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
 JZ3276.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3276
 JZ3276.The geoid height was determined by GEOID03.
 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;UTM  16      - 4,397,855.761   683,305.373   MT  1.00001369   +1 21 59.8
 JZ3276
 JZ3276                          SUPERSEDED SURVEY CONTROL
 JZ3276
 JZ3276  NAD 83(1995)-  39 42 39.20767(N)    084 51 41.89325(W) AD(       ) 4
 JZ3276  NAD 83(1986)-  39 42 39.21411(N)    084 51 41.90472(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3276.See file dsdata.txt to determine how the superseded data were derived.
 JZ3276
 JZ3276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8330597856(NAD 83)
 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 = OCTOBER  6, 2006
 JZ1296 ***********************************************************************
 JZ1296  DESIGNATION -  BOSTON RM 1
 JZ1296  PID         -  JZ1296
 JZ1296  STATE/COUNTY-  IN/UNION
 JZ1296  USGS QUAD   -  FAIRHAVEN (1960)
 JZ1296
 JZ1296                         *CURRENT SURVEY CONTROL
 JZ1296  ___________________________________________________________________
 JZ1296* NAD 83(1986)-  39 42 41.     (N)    084 51 05.     (W)     SCALED    
 JZ1296* NAVD 88     -       345.363  (meters)    1133.08   (feet)  ADJUSTED  
 JZ1296  ___________________________________________________________________
 JZ1296  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 JZ1296  DYNAMIC HT  -         345.159 (meters)    1132.41  (feet)  COMP
 JZ1296  MODELED GRAV-     980,026.5   (mgal)                       NAVD 88
 JZ1296
 JZ1296  VERT ORDER  -  SECOND    CLASS 0
 JZ1296
 JZ1296.The horizontal coordinates were scaled from a topographic map and have
 JZ1296.an estimated accuracy of +/- 6 seconds.
 JZ1296
 JZ1296.The orthometric height was determined by differential leveling
 JZ1296.and adjusted by the National Geodetic Survey in June 1991..
 JZ1296
 JZ1296.The geoid height was determined by GEOID03.
 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     -   495,790.      169,910.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1296.See file dsdata.txt to determine how the superseded data were derived.
 JZ1296
 JZ1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ841979(NAD 83)
 JZ1296_MARKER: DR = REFERENCE MARK DISK
 JZ1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1296_STAMPING: BOSTON NO 1 193
 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             NGS
 JZ1296
 JZ1296                          STATION DESCRIPTION
 JZ1296
 JZ1296'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1297 ***********************************************************************
 JZ1297  DESIGNATION -  BOSTON RM 2
 JZ1297  PID         -  JZ1297
 JZ1297  STATE/COUNTY-  IN/UNION
 JZ1297  USGS QUAD   -  FAIRHAVEN (1960)
 JZ1297
 JZ1297                         *CURRENT SURVEY CONTROL
 JZ1297  ___________________________________________________________________
 JZ1297* NAD 83(1986)-  39 42 40.     (N)    084 51 07.     (W)     SCALED    
 JZ1297* NAVD 88     -       346.119  (meters)    1135.56   (feet)  ADJUSTED  
 JZ1297  ___________________________________________________________________
 JZ1297  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 JZ1297  DYNAMIC HT  -         345.915 (meters)    1134.89  (feet)  COMP
 JZ1297  MODELED GRAV-     980,026.5   (mgal)                       NAVD 88
 JZ1297
 JZ1297  VERT ORDER  -  SECOND    CLASS 0
 JZ1297
 JZ1297.The horizontal coordinates were scaled from a topographic map and have
 JZ1297.an estimated accuracy of +/- 6 seconds.
 JZ1297
 JZ1297.The orthometric height was determined by differential leveling
 JZ1297.and adjusted by the National Geodetic Survey in June 1991..
 JZ1297
 JZ1297.The geoid height was determined by GEOID03.
 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     -   495,760.      169,860.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1297.See file dsdata.txt to determine how the superseded data were derived.
 JZ1297
 JZ1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ841979(NAD 83)
 JZ1297_MARKER: DR = REFERENCE MARK DISK
 JZ1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1297_STAMPING: BOSTON NO 2 1932
 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             NGS
 JZ1297
 JZ1297                          STATION DESCRIPTION
 JZ1297
 JZ1297'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1295 ***********************************************************************
 JZ1295  DESIGNATION -  BOSTON RM 3
 JZ1295  PID         -  JZ1295
 JZ1295  STATE/COUNTY-  IN/UNION
 JZ1295  USGS QUAD   -  FAIRHAVEN (1960)
 JZ1295
 JZ1295                         *CURRENT SURVEY CONTROL
 JZ1295  ___________________________________________________________________
 JZ1295* NAD 83(1986)-  39 42 54.     (N)    084 51 06.     (W)     SCALED    
 JZ1295* NAVD 88     -       345.503  (meters)    1133.54   (feet)  ADJUSTED  
 JZ1295  ___________________________________________________________________
 JZ1295  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 JZ1295  DYNAMIC HT  -         345.299 (meters)    1132.87  (feet)  COMP
 JZ1295  MODELED GRAV-     980,026.4   (mgal)                       NAVD 88
 JZ1295
 JZ1295  VERT ORDER  -  SECOND    CLASS 0
 JZ1295
 JZ1295.The horizontal coordinates were scaled from a topographic map and have
 JZ1295.an estimated accuracy of +/- 6 seconds.
 JZ1295
 JZ1295.The orthometric height was determined by differential leveling
 JZ1295.and adjusted by the National Geodetic Survey in June 1991..
 JZ1295
 JZ1295.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1295.See file dsdata.txt to determine how the superseded data were derived.
 JZ1295
 JZ1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ841983(NAD 83)
 JZ1295_MARKER: DR = REFERENCE MARK DISK
 JZ1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1295_STAMPING: BOSTON NO 3 1932
 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             NGS
 JZ1295
 JZ1295                          STATION DESCRIPTION
 JZ1295
 JZ1295'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB2178 ***********************************************************************
 LB2178  DESIGNATION -  BOSWELL
 LB2178  PID         -  LB2178
 LB2178  STATE/COUNTY-  IN/BENTON
 LB2178  USGS QUAD   -  BOSWELL (1980)
 LB2178
 LB2178                         *CURRENT SURVEY CONTROL
 LB2178  ___________________________________________________________________
 LB2178* NAD 83(1997)-  40 32 26.98822(N)    087 22 44.80513(W)     ADJUSTED  
 LB2178* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 LB2178  ___________________________________________________________________
 LB2178  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 LB2178  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 LB2178
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2178
 LB2178.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2178.See file dsdata.txt to determine how the superseded data were derived.
 LB2178
 LB2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK6789687856(NAD 83)
 LB2178_MARKER: DS = TRIANGULATION STATION DISK
 LB2178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2175 ***********************************************************************
 LB2175  DESIGNATION -  BOSWELL 2
 LB2175  PID         -  LB2175
 LB2175  STATE/COUNTY-  IN/BENTON
 LB2175  USGS QUAD   -  BOSWELL (1980)
 LB2175
 LB2175                         *CURRENT SURVEY CONTROL
 LB2175  ___________________________________________________________________
 LB2175* NAD 83(1997)-  40 32 26.79765(N)    087 22 45.12388(W)     ADJUSTED  
 LB2175* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 LB2175  ___________________________________________________________________
 LB2175  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 LB2175  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 LB2175
 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.No horizontal observational check was made to the station.
 LB2175
 LB2175.The orthometric height was scaled from a topographic map.
 LB2175
 LB2175.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2175
 LB2175.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2175.See file dsdata.txt to determine how the superseded data were derived.
 LB2175
 LB2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK6788887850(NAD 83)
 LB2175_MARKER: DS = TRIANGULATION STATION DISK
 LB2175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2175_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME0236 ***********************************************************************
 ME0236  DESIGNATION -  BOURBON
 ME0236  PID         -  ME0236
 ME0236  STATE/COUNTY-  IN/MARSHALL
 ME0236  USGS QUAD   -  INWOOD (1994)
 ME0236
 ME0236                         *CURRENT SURVEY CONTROL
 ME0236  ___________________________________________________________________
 ME0236* NAD 83(1997)-  41 17 42.95697(N)    086 07 42.08500(W)     ADJUSTED  
 ME0236* NAVD 88     -       255.606  (meters)     838.60   (feet)  ADJUSTED  
 ME0236  ___________________________________________________________________
 ME0236  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 ME0236  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 ME0236  DYNAMIC HT  -         255.499 (meters)     838.25  (feet)  COMP
 ME0236  MODELED GRAV-     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
 ME0236.and adjusted by the National Geodetic Survey in June 1991..
 ME0236
 ME0236.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME0236
 ME0236.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 ME0236| PID    Reference Object                     Distance      Geod. Az  |
 ME0236|                                                           dddmmss.s |
 ME0236| ME0235 BOURBON RM 1                         30.830 METERS 03714     |
 ME0236| ME0234 BOURBON AZ MK                                      0775027.9 |
 ME0236| ME2276 BOURBON MUNICIPAL STANDPIPE         APPROX. 1.1 KM 0790956.9 |
 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
 ME0236.Superseded values are not recommended for survey control.
 ME0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0236.See file dsdata.txt to determine how the superseded data were derived.
 ME0236
 ME0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7297971902(NAD 83)
 ME0236_MARKER: DS = TRIANGULATION STATION DISK
 ME0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0236_SP_SET: CONCRETE POST
 ME0236_STAMPING: BOURBON 1952
 ME0236_MARK LOGO: CGS   
 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             NGS
 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
 ME0236'SIDE OF CENTER STREET ROAD
 ME0236'ABOUT 1/2 MILE WEST OF BOURBON.  IT IS 66 FEET SOUTH OF THE CENTER OF
 ME0236'THE ROAD, 34 FEET NORTHWEST OF THE
 ME0236'NORTHEAST CORNER OF THE BORDER HATCHERY BUILDING AND 30
 ME0236'FEET WEST OF THE CENTER OF A GRAVEL DRIVEWAY.
 ME0236'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
 ME0236'PROJECTS ABOUT 8 INCHES AND THE DISK 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
 ME0236'PROJECTS ABOUT 8 INCHES AND THE DISK 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
 ME0236'GRAVEL ROAD AND 2 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK
 ME0236'PROJECTS ABOUT 6 INCHES 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 IN BOURBON, GO WEST
 ME0236'ON HIGHWAY 30 FOR 0.15 MILE TO WHERE THE HIGHWAY CURVES RIGHT AND
 ME0236'CENTER STREET CONTINUES STRAIGHT
 ME0236'AHEAD*.  CONTINUE AHEAD ON CENTER STREET FOR 0.4 MILE
 ME0236'TO THE STATION ON THE LEFT NEAR THE BORDER HATCHERY
 ME0236'AS DESCRIBED.
 ME0236'
 ME0236'*TO REACH THE AZIMUTH MARK FROM THIS INTERSECTION OF CENTER STREET
 ME0236'AND HIGHWAY 30, CONTINUE WEST
 ME0236'ON HIGHWAY 30 FOR 0.15 MILE TO THE MARK ON 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
 ME0236'CONDITION.  THE DESCRIPTION
 ME0236'IS ADEQUATE.  THE AZIMUTH MARK
 ME0236'DISK HAS BEEN BATTERED AND THE
 ME0236'STAMPING IS NOT LEGIBLE BUT DISK REMAINS AND POST
 ME0236'IS SOLID IN GROUND
 ME0236'ALTHOUGH IT HAS BEEN CHIPPED.
 ME0236
 ME0236                          STATION RECOVERY (1968)
 ME0236
 ME0236'RECOVERY NOTE BY NATIONAL 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'RECOVERED BY BRADY LAND SURVEYING INC
 ME0236'
 ME0236'BOURBON 1952 GOOD
 ME0236'BOURBON 1952 (AZ
 ME0236'MK) COULD NOT FIND FROM DESCRIPTION
 ME0236'BOURBON NO 1 1952 DESTROYED BY
 ME0236'CONSTRUCTION OF NEW HOUSE
 ME0236'BOURBON NO 2 1952 DESTROYED BY CONSTRUCTION OF
 ME0236'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
 ME0236'1 AND 2 WERE NOT
 ME0236'FOUND AND ASSUMED TO HAVE BEEN DESTROYED BY GRADING.
 ME0236'THE AZIMUTH MARK WAS FOUND IN POOR
 ME0236'CONDITION AND OBSTRUCTED TO THE
 ME0236'STATION BY A LARGE METAL AND BRICK BUILDING.  THERE
 ME0236'WAS NO OBJECTS
 ME0236'FROM WHICH A NEW AZIMUTH MARK COULD BE SET.  REFERENCE MARKS 3 AND 4
 ME0236'WERE SET.  A NEW
 ME0236'DESCRIPTION FOLLOWS-
 ME0236'
 ME0236'THE STATION IS 66 FEET SOUTH OF THE CENTERLINE OF ROAD, 34 FEET
 ME0236'NORTHWEST OF THE
 ME0236'NORTHEAST CORNER OF BOARDER HATCHERY BUILDING (NOW A
 ME0236'T.V. REPAIR SHOP), 30 FEET WEST OF
 ME0236'THE CENTERLINE OF A DRIVEWAY AND ON
 ME0236'THE PROPERTY OF MR. JOHN BORDER.  THE MONUMENT IS
 ME0236'FLUSH AND THE DISK IS
 ME0236'STAMPED BOURBON 1952.
 ME0236'
 ME0236'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 ME0236'STATE HIGHWAY 331
 ME0236'AT BOURBON, GO WEST ON HIGHWAY 30 FOR 0.15 MILE TO A
 ME0236'ROAD FORK.  TAKE THE LEFT FORK AND
 ME0236'GO WEST ON CENTER ST. FOR 0.4 MILE
 ME0236'TO THE STATION ON THE LEFT.
 ME0236'
 ME0236'REFERENCE MARK 3 IS 33 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 ME0236'1 FOOT WEST OF A
 ME0236'METAL WITNESS POST AND 26 FEET EAST OF THE EXTENDED
 ME0236'CENTERLINE OF DRIVEWAY SOUTH.  THE
 ME0236'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
 ME0236'THE DRIVEWAY, 32
 ME0236'FEET NORTH OF THE CENTERLINE OF THE ROAD AND 2 FEET
 ME0236'SOUTHEAST OF POWER POLE 777-958.
 ME0236'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
 ME0236'AS DESCRIBED IN 1974.  THE DISTANCE AND DIRECTION CHECKED.  AN
 ME0236'AZIMUTH MARK WAS SET AND POLARIS OBSERVATION TAKEN.  THE TO REACH
 ME0236'AND DESCRIPTION ARE ADEQUATE WITH THE ADDITION OF THE AZIMUTH
 ME0236'MARK BELOW.
 ME0236'
 ME0236'THE AZIMUTH MARK IS 93 FEET NORTHWEST OF A POWER POLE, 23 FEET WEST
 ME0236'OF THE CENTERLINE OF PAVED ROAD, 2 FEET SOUTH OF A METAL WITNESS
 ME0236'POST AND 1 FOOT EAST OF A FENCE.  THE MONUMENT IS FLUSH AND THE
 ME0236'DISK IS STAMPED BOURBON 1952 NO 5 1975.
 ME0236'
 ME0236'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE PAVED
 ME0236'ROAD FOR 0.35 MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A
 ME0236'PAVED ROAD 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.
 ME0236'
 ME0236'ADDITIONAL DESCRIPTION--MARK IS 50.9 FEET NORTHEAST OF THE
 ME0236'NORTHWEST CORNER OF THE BARN AND IS 111.2 FEET SOUTHWEST OF RM 3.
 ME0236'
 ME0236'BOURBON RM 1 DESTROYED--WATER MAIN PLACED IN LOCATION OF MARK.
 ME0236'
 ME0236'BOURBON RM 2 NOT RECOVERED.  GROUND HAS BEEN FILLED ALMOST TO LEVEL
 ME0236'OF ROAD.  MARK ASSUMED TO BE ABOUT 2 FT. UNDERGROUND.  A NEW POLE
 ME0236'PLACED.
 ME0236'
 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.  THE STATION IS LOCATED ON PROPERTY
 ME0236'OF MR JOHN BORDER WHO LIVES AT THE STATION SITE, ON THE SOUTH SIDE OF
 ME0236'CENTER STREET (E 12TH B RD) .  TO REACH THE STATION FROM THE JUNCTION
 ME0236'OF STATE HIGHWAY 331 AND E CENTER STREET, WHICH IS OLD H.S HIGHWAY 30,
 ME0236'IN BOURBON, GO WEST ON OLD HIGHWAY 30 FOR 0.15 MILE (0.24 KM) TO WHERE
 ME0236'THE HIGHWAY CURVES RIGHT AND CENTER STREET CONTINUES STRAIGHT AHEAD
 ME0236'AND TURN INTO E 12TH B RD.  KEEP TO LEFT ON CENTER STREET AND GO WEST
 ME0236'FOR 0.4 MILE (0.64 KM)TO THE STATION OF LEFT AS DESCRIBED.  THE
 ME0236'STATION IS A STANDARD NGS DISK STAMPED,---BOURBON 1952---, SET INTO
 ME0236'THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 ME0236'RECESSED, 2 INCHES (6 CM) BELOW THE GROUND.  THE STATION 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. REFERENCE MARK NO 4 IS A STANDARD NGS DISK
 ME0236'STAMPED,---BOURBON 1952 NO 4 1974---, SET INTO THE TOP OF A ROUND
 ME0236'CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, RECESSED, 4 INCHES
 ME0236'(12 CM) BELOW THE GROUND.  THE STATION IS LOCATED 9.75 METERS (31.99
 ME0236'FT) NORTH FROM THE CENTERLINE OF E 12TH B RD, 0.61 METERS (2.00 FT)
 ME0236'SOUTHEAST FROM A UTILITY POLE, AND LEVEL WITH THE STATION.  REFERENCE
 ME0236'MARK NO 3 IS A STANDARD NGS DISK STAMPED,---BOURBON 1952 NO 3 1974---,
 ME0236'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 ME0236'DIAMETER, RECESSED, 4 INCHES (12 CM) BELOW THE GROUND.  THE STATION IS
 ME0236'LOCATED 10.06 METERS (33.01 FT) NORTH FROM THE CENTERLINE OF E 12TH B
 ME0236'RD, 0.46 METERS (1.51 FT) SOUTHWEST FROM A METAL WITNESS POST, AND 0.3
 ME0236'METERS (1.0 FT) LOWER THAN THE GROUND.  REFERENCE MARK NO 5 IS A
 ME0236'STANDARD NGS DISK STAMPED,---BOURBON 1952 NO 5 1975---, SET INTO THE
 ME0236'TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES (25 CM) IN DIAMETER,
 ME0236'RECESSED, 8 INCHES (24 CM) BELOW THE GROUND.  THE STATION IS LOCATED
 ME0236'28.35 METERS (93.01 FT) NORTHWEST FROM A UTILITY POLE, 7.01 METERS
 ME0236'(23.00 FT) WEST FROM THE CENTERLINE OF S ELM RD, 7.59 METERS (24.90
 ME0236'FT) NORTH FROM A EAST-WEST FENCE LINE, AND 0.61 METERS (2.00 FT) SOUTH
 ME0236'FROM A METAL WITNESS POST.  THE MARK IS USED AS AZIMUTH MARK 2.  TO
 ME0236'REACH FROM STATION GO WEST ON E 12TH B RD FOR 0.35 MILE (0.56 KM) TO A
 ME0236'CROSSROAD, S ELM RD.  TURN RIGHT AND GO NORTH FOR 0.05 MILE (0.08 KM)
 ME0236'TO MARK IN LEFT AS DESCRIBED.  AZIMUTH MARK NO 3 IS A STANDARD NGS
 ME0236'DISK STAMPED,---BOURBON 1952 NO 3 1984---, SET INTO THE TOP OF A ROUND
 ME0236'CONCRETE MONUMENT, 10 INCHES (25 CM) IN DIAMETER, FLUSH, WITH GROUND.
 ME0236'THE STATION IS LOCATED 17.01 METERS (55.81 FT) SOUTH FROM THE
 ME0236'CENTERLINE OF OLD HIGHWAY 30, 6.55 METERS (21.49 FT) NORTH FROM THE
 ME0236'NORTH RAIL OF THE NORTH SET OF RAILROAD TRACK, 4.85 METERS (15.91 FT)
 ME0236'NORTHWEST FROM A RAILROAD W SIGN AND 1.17 METERS (3.84 FT) SOUTH FROM
 ME0236'A WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF OLD
 ME0236'U.S HIGHWAY 30 AND CENTER STREET GO WEST ON OLD HIGHWAY 30 FOR 0.65
 ME0236'MILE (1.05 KM) TO 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 = OCTOBER  6, 2006
 ME0234 ***********************************************************************
 ME0234  DESIGNATION -  BOURBON AZ MK
 ME0234  PID         -  ME0234
 ME0234  STATE/COUNTY-  IN/MARSHALL
 ME0234  USGS QUAD   -  BOURBON (1994)
 ME0234
 ME0234                         *CURRENT SURVEY CONTROL
 ME0234  ___________________________________________________________________
 ME0234* NAD 83(1986)-  41 17 45.     (N)    086 07 18.     (W)     SCALED    
 ME0234* NAVD 88     -       256.644  (meters)     842.01   (feet)  ADJUSTED  
 ME0234  ___________________________________________________________________
 ME0234  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 ME0234  DYNAMIC HT  -         256.537 (meters)     841.66  (feet)  COMP
 ME0234  MODELED GRAV-     980,200.4   (mgal)                       NAVD 88
 ME0234
 ME0234  VERT ORDER  -  FIRST     CLASS I
 ME0234
 ME0234.The horizontal coordinates were scaled from a topographic map and have
 ME0234.an estimated accuracy of +/- 6 seconds.
 ME0234
 ME0234.The orthometric height was determined by differential leveling
 ME0234.and adjusted by the National Geodetic Survey in June 1991..
 ME0234
 ME0234.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0234.See file dsdata.txt to determine how the superseded data were derived.
 ME0234
 ME0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL735719(NAD 83)
 ME0234_MARKER: DZ = AZIMUTH MARK DISK
 ME0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0234_STAMPING: *
 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             NGS
 ME0234  HISTORY     - 1984     POOR             NGS
 ME0234  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0234
 ME0234                          STATION DESCRIPTION
 ME0234
 ME0234'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME2276 ***********************************************************************
 ME2276  DESIGNATION -  BOURBON MUNICIPAL STANDPIPE
 ME2276  PID         -  ME2276
 ME2276  STATE/COUNTY-  IN/MARSHALL
 ME2276  USGS QUAD   -  BOURBON (1994)
 ME2276
 ME2276                         *CURRENT SURVEY CONTROL
 ME2276  ___________________________________________________________________
 ME2276* NAD 83(1997)-  41 17 49.52506(N)    086 06 56.56004(W)     ADJUSTED  
 ME2276* NAVD 88     -                                                        
 ME2276  ___________________________________________________________________
 ME2276  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 ME2276  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 ME2276
 ME2276  HORZ ORDER  -  THIRD
 ME2276
 ME2276.The horizontal coordinates were established by classical geodetic methods
 ME2276.and adjusted by the National Geodetic Survey in May 1999..
 ME2276
 ME2276
 ME2276.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2276
 ME2276.The geoid height was determined by GEOID03.
 ME2276
 ME2276;                    North         East     Units Scale Factor Converg.
 ME2276;SPC IN E     -   671,648.253    62,390.916   MT  0.99998407   -0 17 46.9
 ME2276;SPC IN E     - 2,203,565.98    204,694.20   sFT  0.99998407   -0 17 46.9
 ME2276;UTM  16      - 4,572,114.824   574,035.495   MT  0.99966746   +0 35 01.0
 ME2276
 ME2276                          SUPERSEDED SURVEY CONTROL
 ME2276
 ME2276  NAD 83(1986)-  41 17 49.52953(N)    086 06 56.56876(W) AD(       ) 4
 ME2276  NAD 27      -  41 17 49.37000(N)    086 06 56.56400(W) AD(       ) 3
 ME2276
 ME2276.Superseded values are not recommended for survey control.
 ME2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2276.See file dsdata.txt to determine how the superseded data were derived.
 ME2276
 ME2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7403572115(NAD 83)
 ME2276_MARKER: 52 = STANDPIPE TANK
 ME2276
 ME2276  HISTORY     - Date     Condition        Report By
 ME2276  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2276  HISTORY     - 19940719 MARK NOT FOUND   USPSQD
 ME2276
 ME2276                          STATION DESCRIPTION
 ME2276
 ME2276'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2276'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL STANDPIPE,
 ME2276'LOCATED AT THE
 ME2276'EAST SIDE OF THE CITY HALL ABOUT 150 FEET SOUTHEAST OF THE
 ME2276'INTERSECTION OF NORTH MAIN STREET
 ME2276'AND EAST PARK STREET IN THE CENTRAL PART OF BOURBON.  IT
 ME2276'IS A STEEL STRUCTURE ABOUT 100 FEET
 ME2276'HIGH AND IS PAINTED BLACK.
 ME2276
 ME2276                          STATION RECOVERY (1994)
 ME2276
 ME2276'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME2276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0237 ***********************************************************************
 ME0237  DESIGNATION -  BOURBON RM 2
 ME0237  PID         -  ME0237
 ME0237  STATE/COUNTY-  IN/MARSHALL
 ME0237  USGS QUAD   -  INWOOD (1994)
 ME0237
 ME0237                         *CURRENT SURVEY CONTROL
 ME0237  ___________________________________________________________________
 ME0237* NAD 83(1986)-  41 17 42.     (N)    086 07 41.     (W)     SCALED    
 ME0237* NAVD 88     -       255.147  (meters)     837.09   (feet)  ADJUSTED  
 ME0237  ___________________________________________________________________
 ME0237  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 ME0237  DYNAMIC HT  -         255.040 (meters)     836.74  (feet)  COMP
 ME0237  MODELED GRAV-     980,199.7   (mgal)                       NAVD 88
 ME0237
 ME0237  VERT ORDER  -  FIRST     CLASS I
 ME0237
 ME0237.The horizontal coordinates were scaled from a topographic map and have
 ME0237.an estimated accuracy of +/- 6 seconds.
 ME0237
 ME0237.The orthometric height was determined by differential leveling
 ME0237.and adjusted by the National Geodetic Survey in June 1991..
 ME0237
 ME0237.The geoid height was determined by GEOID03.
 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     -   671,420.       61,360.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0237.See file dsdata.txt to determine how the superseded data were derived.
 ME0237
 ME0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL730718(NAD 83)
 ME0237_MARKER: DR = REFERENCE MARK DISK
 ME0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0237_STAMPING: BOURBON NO 2 1952
 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             NGS
 ME0237  HISTORY     - 1974     MARK NOT FOUND   NGS
 ME0237  HISTORY     - 19940719 MARK NOT FOUND   USPSQD
 ME0237
 ME0237                          STATION DESCRIPTION
 ME0237
 ME0237'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0238 ***********************************************************************
 ME0238  DESIGNATION -  BOURBON RM 3
 ME0238  PID         -  ME0238
 ME0238  STATE/COUNTY-  IN/MARSHALL
 ME0238  USGS QUAD   -  INWOOD (1994)
 ME0238
 ME0238                         *CURRENT SURVEY CONTROL
 ME0238  ___________________________________________________________________
 ME0238* NAD 83(1986)-  41 17 42.     (N)    086 07 43.     (W)     SCALED    
 ME0238* NAVD 88     -       255.30   (meters)     837.6    (feet)  RESET     
 ME0238  ___________________________________________________________________
 ME0238  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 ME0238
 ME0238  VERT ORDER  -  THIRD
 ME0238
 ME0238.The horizontal coordinates were scaled from a topographic map and have
 ME0238.an estimated accuracy of +/- 6 seconds.
 ME0238
 ME0238.The orthometric height was computed from unverified reset data.
 ME0238
 ME0238.The geoid height was determined by GEOID03.
 ME0238
 ME0238;                    North         East    Units  Estimated Accuracy
 ME0238;SPC IN E     -   671,420.       61,310.      MT  (+/- 180 meters Scaled)
 ME0238
 ME0238                          SUPERSEDED SURVEY CONTROL
 ME0238
 ME0238  NGVD 29 (04/16/04)  255.42   (m)          838.0    (f) RESET       3  
 ME0238
 ME0238.Superseded values are not recommended for survey control.
 ME0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0238.See file dsdata.txt to determine how the superseded data were derived.
 ME0238
 ME0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL729718(NAD 83)
 ME0238_MARKER: DR = REFERENCE MARK DISK
 ME0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0238_SP_SET: CONCRETE POST
 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
 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 = OCTOBER  6, 2006
 ME0239 ***********************************************************************
 ME0239  DESIGNATION -  BOURBON RM 4
 ME0239  PID         -  ME0239
 ME0239  STATE/COUNTY-  IN/MARSHALL
 ME0239  USGS QUAD   -  INWOOD (1994)
 ME0239
 ME0239                         *CURRENT SURVEY CONTROL
 ME0239  ___________________________________________________________________
 ME0239* NAD 83(1986)-  41 17 42.     (N)    086 07 42.     (W)     SCALED    
 ME0239* NAVD 88     -       255.16   (meters)     837.1    (feet)  RESET     
 ME0239  ___________________________________________________________________
 ME0239  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 ME0239
 ME0239  VERT ORDER  -  THIRD
 ME0239
 ME0239.The horizontal coordinates were scaled from a topographic map and have
 ME0239.an estimated accuracy of +/- 6 seconds.
 ME0239
 ME0239.The orthometric height was computed from unverified reset data.
 ME0239
 ME0239.The geoid height was determined by GEOID03.
 ME0239
 ME0239;                    North         East    Units  Estimated Accuracy
 ME0239;SPC IN E     -   671,420.       61,330.      MT  (+/- 180 meters Scaled)
 ME0239
 ME0239                          SUPERSEDED SURVEY CONTROL
 ME0239
 ME0239  NGVD 29 (04/16/04)  255.29   (m)          837.6    (f) RESET       3  
 ME0239
 ME0239.Superseded values are not recommended for survey control.
 ME0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0239.See file dsdata.txt to determine how the superseded data were derived.
 ME0239
 ME0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL729718(NAD 83)
 ME0239_MARKER: DR = REFERENCE MARK DISK
 ME0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0239_SP_SET: CONCRETE POST
 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
 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 = OCTOBER  6, 2006
 MD0709 ***********************************************************************
 MD0709  DESIGNATION -  BOURIES
 MD0709  PID         -  MD0709
 MD0709  STATE/COUNTY-  IN/ALLEN
 MD0709  USGS QUAD   -  CEDARVILLE (1981)
 MD0709
 MD0709                         *CURRENT SURVEY CONTROL
 MD0709  ___________________________________________________________________
 MD0709* NAD 83(1997)-  41 10 10.75269(N)    085 05 34.26146(W)     ADJUSTED  
 MD0709* NAVD 88     -       251.812  (meters)     826.15   (feet)  ADJUSTED  
 MD0709  ___________________________________________________________________
 MD0709  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 MD0709  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MD0709  DYNAMIC HT  -         251.712 (meters)     825.83  (feet)  COMP
 MD0709  MODELED GRAV-     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
 MD0709.and adjusted by the National Geodetic Survey in June 1991..
 MD0709
 MD0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0709
 MD0709.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 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
 MD0709.Superseded values are not recommended for survey control.
 MD0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0709.See file dsdata.txt to determine how the superseded data were derived.
 MD0709
 MD0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5998659344(NAD 83)
 MD0709_MARKER: DS = TRIANGULATION STATION DISK
 MD0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0709_STAMPING: BOURIES 1946
 MD0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0709+STABILITY: SURFACE MOTION
 MD0709
 MD0709  HISTORY     - Date     Condition        Report By
 MD0709  HISTORY     - 1946     MONUMENTED       CGS
 MD0709  HISTORY     - 1946     GOOD             CGS
 MD0709  HISTORY     - 1958     SEE DESCRIPTION  IMECO
 MD0709  HISTORY     - 1962     SEE DESCRIPTION  CGS
 MD0709  HISTORY     - 1963     SEE DESCRIPTION  CGS
 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
 MD0709'THE INDIANA-MICHIGAN ELECTRIC COMPANY, SUB-STATION.  IT IS 48 FEET
 MD0709'NORTH OF THE CENTERLINE OF STATE HIGHWAY
 MD0709'427 AND 26 FEET EAST OF A WIRE CYCLONE FENCE.  THE MARK IS FLUSH
 MD0709'AND 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
 MD0709'FOOT SOUTHWEST OF A WITNESS POST, 1 FOOT NORTH OF A FENCELINE AND 24
 MD0709'FEET SOUTH OF THE CENTERLINE OF STATE
 MD0709'HIGHWAY 427.  THE MARK PROJECTS 8 INCHES AND THE DISK
 MD0709'IS STAMPED 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
 MD0709'NORTH OF THE CENTERLINE OF STATE HIGHWAY 427.  THE MARK PROJECTS 6
 MD0709'INCHES AND THE DISK IS STAMPED BOURIES NO
 MD0709'1 1946.
 MD0709'
 MD0709'REFERENCE MARK NO. 2 IS 104.91 FEET NORTHWEST OF THE STATION.  IT IS
 MD0709'1 FOOT EAST OF A CYCLONE WIRE
 MD0709'FENCE.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED BOURIES NO 2
 MD0709'1946.
 MD0709'
 MD0709'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 MD0709'HIGHWAY 427 ABOUT 2-1/2
 MD0709'MILES NORTH OF FORT WAYNE, GO NORTH ON STATE HIGHWAY 427 FOR 04.7
 MD0709'MILES TO THE ELECTRIC SUB-STATION AND
 MD0709'STATION ON 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
 MD0709'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.
 MD0709'1 IS TIPPED TO THE N.W. AZIMUTH MARK IS TIPPED TO
 MD0709'THE EAST (AWAY FROM ROAD), AND IS
 MD0709'ABOUT 0.45 MILE N.E. OF STATION INSTEAD
 MD0709'OF 0.25 MILE.  WITNESS POST IS GONE.
 MD0709'
 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
 MD0709'AZIMUTH MARK WAS FOUND DESTROYED AND THE 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
 MD0709'NO. 27 U.S. HWY. (MAIN DIRECT ROAD TO GARRETT) WHICH JUNCTION IS
 MD0709'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
 MD0709'TRANSFORMER STATION, 47-1/2 FEET NW OF HWY. CENTER LINE, 1.2
 MD0709'FEET LOWER THAN SAME, 26 FEET NE OF
 MD0709'PROJECTED LINE OF MOST NORTHEASTERLY STEEL CYCLONE FENCE
 MD0709'AROUND THE POWER STATION, STANDARD 1A AND 7A MARKS
 MD0709'STAMPED BOURIES 1946, THE UPPER 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
 MD0709'IN AZIMUTH 247 DEG. 53 MIN. FROM THE STATION, 27 FEET NW OF HWY.
 MD0709'CENTER LINE, 1.4 FEET LOWER THAN SAME, AND 45
 MD0709'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
 MD0709'IN AZIMUTH 131 DEG. 50 MIN. FROM THE STATION, AND 2 FEET N OF THE
 MD0709'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
 MD0709'WITH ITS TOP BROKEN OFF.  THE DISTANCES TO THE REFERENCE MARKS WERE
 MD0709'VERIFIED.  THE ORIGINAL
 MD0709'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CHANGES AND
 MD0709'ADDITIONS.
 MD0709'
 MD0709'STATION MARK IS 120 FT. EAST OF A MICRO WAVE TOWER, A ROUND CONCRETE
 MD0709'CAMERA TARGET 8 FEET IN
 MD0709'DIAMETER WAS CONSTRUCTED AROUND THE STATION MARK, AND THE
 MD0709'CYCLONE FENCE WHICH WAS 26 FEET
 MD0709'FROM THE STATION IS 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0710 ***********************************************************************
 MD0710  DESIGNATION -  BOURIES RM 1
 MD0710  PID         -  MD0710
 MD0710  STATE/COUNTY-  IN/ALLEN
 MD0710  USGS QUAD   -  CEDARVILLE (1981)
 MD0710
 MD0710                         *CURRENT SURVEY CONTROL
 MD0710  ___________________________________________________________________
 MD0710* NAD 83(1986)-  41 10 11.     (N)    085 05 34.     (W)     SCALED    
 MD0710* NAVD 88     -       251.500  (meters)     825.13   (feet)  ADJUSTED  
 MD0710  ___________________________________________________________________
 MD0710  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MD0710  DYNAMIC HT  -         251.400 (meters)     824.80  (feet)  COMP
 MD0710  MODELED GRAV-     980,221.1   (mgal)                       NAVD 88
 MD0710
 MD0710  VERT ORDER  -  SECOND    CLASS 0
 MD0710
 MD0710.The horizontal coordinates were scaled from a topographic map and have
 MD0710.an estimated accuracy of +/- 6 seconds.
 MD0710
 MD0710.The orthometric height was determined by differential leveling
 MD0710.and adjusted by the National Geodetic Survey in June 1991..
 MD0710
 MD0710.The geoid height was determined by GEOID03.
 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     -   657,570.      148,160.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0710.See file dsdata.txt to determine how the superseded data were derived.
 MD0710
 MD0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL599593(NAD 83)
 MD0710_MARKER: DR = REFERENCE MARK DISK
 MD0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0710_STAMPING: BOURIES NO 1 1946
 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             NGS
 MD0710
 MD0710                          STATION DESCRIPTION
 MD0710
 MD0710'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0708 ***********************************************************************
 MD0708  DESIGNATION -  BOURIES RM 2
 MD0708  PID         -  MD0708
 MD0708  STATE/COUNTY-  IN/ALLEN
 MD0708  USGS QUAD   -  CEDARVILLE (1981)
 MD0708
 MD0708                         *CURRENT SURVEY CONTROL
 MD0708  ___________________________________________________________________
 MD0708* NAD 83(1986)-  41 10 11.     (N)    085 05 34.     (W)     SCALED    
 MD0708* NAVD 88     -       251.339  (meters)     824.60   (feet)  ADJUSTED  
 MD0708  ___________________________________________________________________
 MD0708  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MD0708  DYNAMIC HT  -         251.240 (meters)     824.28  (feet)  COMP
 MD0708  MODELED GRAV-     980,221.1   (mgal)                       NAVD 88
 MD0708
 MD0708  VERT ORDER  -  SECOND    CLASS 0
 MD0708
 MD0708.The horizontal coordinates were scaled from a topographic map and have
 MD0708.an estimated accuracy of +/- 6 seconds.
 MD0708
 MD0708.The orthometric height was determined by differential leveling
 MD0708.and adjusted by the National Geodetic Survey in June 1991..
 MD0708
 MD0708.The geoid height was determined by GEOID03.
 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     -   657,570.      148,160.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0708.See file dsdata.txt to determine how the superseded data were derived.
 MD0708
 MD0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL599593(NAD 83)
 MD0708_MARKER: DR = REFERENCE MARK DISK
 MD0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0708_STAMPING: BOURIES NO 2 1946
 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             NGS
 MD0708
 MD0708                          STATION DESCRIPTION
 MD0708
 MD0708'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME2384 ***********************************************************************
 ME2384  DESIGNATION -  BOUSLOG
 ME2384  PID         -  ME2384
 ME2384  STATE/COUNTY-  IN/PULASKI
 ME2384  USGS QUAD   -  NORTH JUDSON SE (1962)
 ME2384
 ME2384                         *CURRENT SURVEY CONTROL
 ME2384  ___________________________________________________________________
 ME2384* NAD 83(1997)-  41 03 23.32088(N)    086 46 38.74132(W)     ADJUSTED  
 ME2384* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 ME2384  ___________________________________________________________________
 ME2384  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 ME2384  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ME2384
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2384
 ME2384.The geoid height was determined by GEOID03.
 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     -   0.99997157  x   0.99997480  =   0.99994638
 ME2384!UTM  16      -   0.99997157  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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2384.See file dsdata.txt to determine how the superseded data were derived.
 ME2384
 ME2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1870345051(NAD 83)
 ME2384_MARKER: DS = TRIANGULATION STATION DISK
 ME2384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2384'EAST OF MEDARYVILLE IN THE NORTHWEST ANGLE OF THE INTERSECTION OF
 ME2384'STATE HIGHWAYS 14 AND 39.  IT IS 75 FEET
 ME2384'NORTHWEST OF THE INTERSECTION, 57 FEET NORTH OF THE CENTER
 ME2384'OF HIGHWAY 14, 51 FEET WEST OF THE CENTER OF
 ME2384'HIGHWAY 39 AND 11 FEET SOUTHEAST OF A FENCE
 ME2384'LINE AND WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 ME2384'STAMPED BOUSLOG 1948.
 ME2384'
 ME2384'REFERENCE MARK NO. 1 IS 92.81 FEET NORTHEAST OF THE STATION.  IT IS
 ME2384'92 FEET NORTHEAST OF THE
 ME2384'INTERSECTION, 42 FEET EAST OF THE CENTER OF HIGHWAY 39 AND 1 FOOT
 ME2384'WEST OF A FENCE LINE.  THE MARK
 ME2384'PROJECTS 6 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
 ME2384'INTERSECTION, 39 FEET SOUTH OF THE CENTER OF HIGHWAY 14 AND 1 FOOT
 ME2384'NORTHEAST OF A FENCE LINE.  THE
 ME2384'MARK PROJECTS 6 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
 ME2384'IS 94 FEET NORTHWEST OF THE INTERSECTION, 42
 ME2384'FEET WEST OF THE CENTER OF HIGHWAY 39 AND 2 FEET NORTH OF A
 ME2384'FENCE CORNER.  THE MARK IS A 6 BY 6
 ME2384'INCH CONCRETE POST PROJECTING 6 INCHES WITH A STANDARD
 ME2384'INDIANA STATE HIGHWAY BENCH MARK DISK STAMPED PUL L
 ME2384'70.
 ME2384'
 ME2384'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION.  IT IS 49 FEET
 ME2384'EAST OF THE CENTER OF HIGHWAY 39,
 ME2384'3 FEET SOUTH OF A WHITE WITNESS POST AND 2 FEET WEST OF A FENCE LINE.
 ME2384'THE MARK PROJECTS 8 INCHES AND THE
 ME2384'DISK 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
 ME2384'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
 ME2384'WERE FOUND IN GOOD
 ME2384'CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AND IS
 ME2384'ASSUMED DESTROYED.  A REFERENCE MARK
 ME2384'3 WAS FOUND BUT THERE IS NO DATA
 ME2384'ON IT AND THE MARK WAS CUT IN AT THIS TIME.  THE
 ME2384'DISTANCE TO REFERENCE
 ME2384'MARK 1 AND PUL 1 70 CHECKED BUT AN ERROR OF 2 MINUTES WAS FOUND IN
 ME2384'THE DIRECTION TO
 ME2384'THEM.  A NEW DESCRIPTION FOLLOWS.
 ME2384'
 ME2384'THE STATION IS LOCATED ABOUT 9 MILES WEST OF WINAMAC, IN THE
 ME2384'NORTHWEST ANGLE OF
 ME2384'THE INTERSECTION FORMED BY STATE HIGHWAYS 39 AND 14,
 ME2384'11 FEET SOUTHEAST OF A FENCE, 1 FOOT
 ME2384'NORTHWEST OF A METAL WITNESS POST,
 ME2384'23 FEET NORTHWEST OF A POWER POLE, 23 FEET SOUTH OF A
 ME2384'FENCE CORNER, 50
 ME2384'FEET WEST OF THE CENTERLINE OF HIGHWAY 39 AND 59 FEET NORTH OF THE
 ME2384'CENTERLINE OF
 ME2384'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
 ME2384'FENCE CORNER, 41
 ME2384'FEET EAST OF THE CENTERLINE OF HIGHWAY 39, AND 84 FEET
 ME2384'NORTH OF THE CENTERLINE OF HIGHWAY
 ME2384'14.  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,
 ME2384'38 FEET NORTHWEST
 ME2384'OF A CONCRETE RIGHT-OF-WAY POST, 38 FEET SOUTHEAST OF
 ME2384'A CONCRETE RIGHT-OF-WAY POST AND 56
 ME2384'FEET SOUTH OF THE CENTERLINE OF
 ME2384'HIGHWAY 14.  THE MONUMENT PROJECTS 10 INCHES AND THE
 ME2384'DISK IS STAMPED
 ME2384'BOUSLOG NO 3 1948.
 ME2384'
 ME2384'PUL L 70 IS A STANDARD STATE OF INDIANA HIGHWAY COMMISSION SURVEY
 ME2384'BM SET IN THE TOP
 ME2384'OF A 8 BY 8 INCH SQUARE CONCRETE POST WHICH PROJECTS
 ME2384'5 INCHES AND STAMPED PUL L 70, 1
 ME2384'FOOT EAST OF A FENCE, 3 FEET NORTH OF
 ME2384'FENCE CORNER, 45 FEET WEST OF THE CENTERLINE OF
 ME2384'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
 ME2384'STATION, 182 FEET
 ME2384'NORTH OF A FENCE CORNER, 49 FEET EAST OF THE CENTERLINE
 ME2384'OF THE HIGHWAY, 1 FOOT WEST OF A
 ME2384'METAL WITNESS POST AND 34 FEET
 ME2384'SOUTH OF A LONE 6 INCH OAK TREE.  THE MONUMENT
 ME2384'PROJECTS 5 INCHES AND
 ME2384'THE DISK 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 = OCTOBER  6, 2006
 KA1995 ***********************************************************************
 KA1995  DESIGNATION -  BOWLING
 KA1995  PID         -  KA1995
 KA1995  STATE/COUNTY-  IN/CLAY
 KA1995  USGS QUAD   -  PATRICKSBURG (1956)
 KA1995
 KA1995                         *CURRENT SURVEY CONTROL
 KA1995  ___________________________________________________________________
 KA1995* NAD 83(1997)-  39 22 17.02471(N)    086 58 48.86333(W)     ADJUSTED  
 KA1995* NAVD 88     -       222.67   (+/-2cm)     730.5    (feet)  VERTCON   
 KA1995  ___________________________________________________________________
 KA1995  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 KA1995  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KA1995
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1995
 KA1995.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1995
 KA1995.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 KA1995| PID    Reference Object                     Distance      Geod. Az  |
 KA1995|                                                           dddmmss.s |
 KA1995| CC7856 BOWLING RM 1                         28.224 METERS 05632     |
 KA1995| CC7855 BOWLING AZ MK                                      1151918.8 |
 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 (07/19/86)  222.79   (m)          730.9    (f) LEVELING    3  
 KA1995
 KA1995.Superseded values are not recommended for survey control.
 KA1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1995.See file dsdata.txt to determine how the superseded data were derived.
 KA1995
 KA1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0170257992(NAD 83)
 KA1995_MARKER: DS = TRIANGULATION STATION DISK
 KA1995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ3313 ***********************************************************************
 JZ3313  DESIGNATION -  BOYD
 JZ3313  PID         -  JZ3313
 JZ3313  STATE/COUNTY-  IN/HENRY
 JZ3313  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ3313
 JZ3313                         *CURRENT SURVEY CONTROL
 JZ3313  ___________________________________________________________________
 JZ3313* NAD 83(1997)-  39 53 53.53876(N)    085 17 24.26627(W)     ADJUSTED  
 JZ3313* NAVD 88     -       339.     (meters)    1112.     (feet)  SCALED    
 JZ3313  ___________________________________________________________________
 JZ3313  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 JZ3313  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JZ3313
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3313
 JZ3313.The geoid height was determined by GEOID03.
 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     -   0.99995214  x   0.99997943  =   0.99993157
 JZ3313!UTM  16      -   0.99995214  x   0.99986307  =   0.99981521
 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                                         0651950.2 |
 JZ3313| JZ3292 DUBLIN MUNICIPAL TANK               APPROX.11.8 KM 1433153.2 |
 JZ3313| JZ3316 SPICELAND MUNICIPAL TANK            APPROX.14.2 KM 2423145.3 |
 JZ3313| JZ3310 NEWCASTLE BLACK STACK               APPROX. 6.3 KM 2873211.4 |
 JZ3313| JZ3311 NEWCASTLE CHRYSLER CORP STK         APPROX. 6.3 KM 2880015.5 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3313.See file dsdata.txt to determine how the superseded data were derived.
 JZ3313
 JZ3313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK4617917858(NAD 83)
 JZ3313_MARKER: DS = TRIANGULATION STATION DISK
 JZ3313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2537 ***********************************************************************
 LB2537  DESIGNATION -  BOYLESTON
 LB2537  PID         -  LB2537
 LB2537  STATE/COUNTY-  IN/CLINTON
 LB2537  USGS QUAD   -  MICHIGANTOWN (1980)
 LB2537
 LB2537                         *CURRENT SURVEY CONTROL
 LB2537  ___________________________________________________________________
 LB2537* NAD 83(1997)-  40 16 45.85011(N)    086 23 42.46039(W)     ADJUSTED  
 LB2537* NAVD 88     -       277.3    (meters)     910.     (feet)  VERTCON   
 LB2537  ___________________________________________________________________
 LB2537  X           -     306,385.048 (meters)                     COMP
 LB2537  Y           -  -4,863,251.744 (meters)                     COMP
 LB2537  Z           -   4,101,859.943 (meters)                     COMP
 LB2537  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 LB2537  ELLIP HEIGHT-         243.18  (meters)          (05/25/99) GPS OBS
 LB2537  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 LB2537
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2537
 LB2537.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2537
 LB2537.The ellipsoidal height was determined by GPS observations
 LB2537.and is referenced to NAD 83.
 LB2537
 LB2537.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          910.     (f) GPS OBS        
 LB2537
 LB2537.Superseded values are not recommended for survey control.
 LB2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2537.See file dsdata.txt to determine how the superseded data were derived.
 LB2537
 LB2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5142158944(NAD 83)
 LB2537_MARKER: DH = HORIZONTAL CONTROL DISK
 LB2537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2537_SP_SET: SQUARE CONCRETE MONUMENT
 LB2537_STAMPING: BOYLESTON 1954
 LB2537_MARK LOGO: CGS   
 LB2537_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  6, 2006
 MD1302 ***********************************************************************
 MD1302  DESIGNATION -  BRACKEN
 MD1302  PID         -  MD1302
 MD1302  STATE/COUNTY-  IN/WHITLEY
 MD1302  USGS QUAD   -  SOUTH WHITLEY EAST (1962)
 MD1302
 MD1302                         *CURRENT SURVEY CONTROL
 MD1302  ___________________________________________________________________
 MD1302* NAD 83(1997)-  41 00 09.63040(N)    085 37 28.29420(W)     ADJUSTED  
 MD1302* NAVD 88     -       275.35   (meters)     903.4    (feet)  RESET     
 MD1302  ___________________________________________________________________
 MD1302  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 MD1302  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 MD1302
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1302
 MD1302.The geoid height was determined by GEOID03.
 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     -   0.99996210  x   0.99996682  =   0.99992892
 MD1302!UTM  16      -   0.99996210  x   0.99976469  =   0.99972680
 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 (07/19/86)  275.47   (m)          903.8    (f) LEVELING    3  
 MD1302
 MD1302.Superseded values are not recommended for survey control.
 MD1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1302.See file dsdata.txt to determine how the superseded data were derived.
 MD1302
 MD1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1567639965(NAD 83)
 MD1302_MARKER: DS = TRIANGULATION STATION DISK
 MD1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1302_STAMPING: BRACKEN 1947
 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     SEE DESCRIPTION  CGS
 MD1302  HISTORY     - 1966     SEE DESCRIPTION  CGS
 MD1302  HISTORY     - 1968     SEE DESCRIPTION  CGS
 MD1302  HISTORY     - 1968     GOOD             NGS
 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
 MD1302'ON THE NORTHWEST CORNER OF STATE HIGHWAYS 105 AND 114.  IT IS 80 FEET
 MD1302'NORTHWEST OF THE INTERSECTION OF
 MD1302'THE TWO HIGHWAYS, 67 FEET NORTH OF HIGHWAY 114, 41 FEET
 MD1302'WEST OF THE CENTER OF HIGHWAY 105 AND 10 FEET EAST
 MD1302'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
 MD1302'HIGHWAY 114 AND 43 FEET EAST OF THE CENTER OF HIGHWAY 105.  THE MARK
 MD1302'PROJECTS ABOUT 4 INCHES AND THE DISK
 MD1302'IS 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
 MD1302'HIGHWAY 105 AND 43 FEET SOUTH OF THE CENTER OF HIGHWAY 114.  THE MARK
 MD1302'PROJECTS ABOUT 4 INCHES AND THE DISK
 MD1302'IS 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
 MD1302'38 FEET NORTH OF THE CENTER OF 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
 MD1302'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
 MD1302'EAST OF THE CENTER OF THE HIGHWAY, 14 FEET NORTH OF A WHITE WITNESS
 MD1302'POST AND 1.5 FEET SOUTHWEST OF A
 MD1302'FENCE CORNER.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 MD1302'IS 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
 MD1302'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
 MD1302'110.35 FEET (33.634 METERS) FROM THE STATION, 41-1/2 FEET S OF CENTER
 MD1302'LINE OF NO. 114 HWY., AND 2 FEET SE
 MD1302'OF STEEL WITNESS POST.  BENCH MARK STAMPED U 135 1946 IS
 MD1302'71 FEET W OF CENTER LINE OF NO. 105 HWY., AND 28
 MD1302'FEET N OF THAT OF NO. 114 HWY., AND 0.4
 MD1302'FOOT LOWER THAN THE HIGHWAY.  THE AZIMUTH MARK IS 9 FEET S OF
 MD1302'PROJECTED PLANE OF S WALL OF HOUSE,
 MD1302'2.5 FEET W OF FENCE CORNER, AND 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
 MD1302'DESCRIPTION IS
 MD1302'COMPLETELY CORRECT WITH THE FOLLOWING NOTATION.  REFERENCE MARK NO. 2
 MD1302'IS NOW 1.7 FEET EAST OF A
 MD1302'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
 MD1302'WERE FOUND IN GOOD
 MD1302'CONDITION.  REFERENCE MARK 1 WAS FOUND UPROOTED BY
 MD1302'ROAD EQUIPEMENT.  A REFERENCE MARK 3
 MD1302'WAS SET.  A NEW DESCRIPTION FOLLOWS
 MD1302'
 MD1302'THE STATION IS ABOUT 5 MILES SOUTH OF SOUTH WHITLEY, IN THE
 MD1302'NORTHWEST ANGLE OF
 MD1302'THE INTERSECTION OF STATE HIGHWAYS 114 AND 105, 80
 MD1302'FEET NORTHWEST OF THE INTERSECTION,
 MD1302'67 FEET NORTH OF THE CENTERLINE OF
 MD1302'HIGHWAY 114, 41 FEET WEST OF THE CENTERLINE OF HIGHWAY
 MD1302'105, 64 FEET
 MD1302'EAST OF A CONCRETE RIGHT-OF-WAY MARKER, 62 FEET SOUTH OF A CONCRETE
 MD1302'RIGHT-OF-WAY
 MD1302'MARKER, 31 FEET SOUTHEAST OF A WIRE FENCE, AND 1 FOOT
 MD1302'SOUTH OF A METAL WITNESS POST.
 MD1302'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,
 MD1302'43 FEET SOUTH OF
 MD1302'THE CENTERLINE OF HIGHWAY 114 AND 1 FOOT EAST OF A
 MD1302'METAL WITNESS POST.  THE MONUMENT
 MD1302'PROJECTS 2 INCHES AND THE DISK IS
 MD1302'STAMPED BRACKEN NO 2 1947.
 MD1302'
 MD1302'REFERENCE MARK 3 IS 89 FEET WEST OF THE CENTERLINE OF HIGHWAY 105,
 MD1302'59 FEET NORTH OF
 MD1302'THE CENTERLINE OF HIGHWAY 114, 24 FEET NORTH OF A
 MD1302'TELEPHONE POLE, 17 FEET NORTHEAST
 MD1302'OF A CONCRETE RIGHT-OF-WAY MARKER
 MD1302'AND 1 FOOT SOUTHEAST OF A FENCE.  THE MONUMENT
 MD1302'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
 MD1302'CULVERT.  IT IS 38 FEET NORTH OF THE CENTERLINE OF
 MD1302'HIGHWAY 114 AND 1 FOOT EAST OF A
 MD1302'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
 MD1302'105, 24 FEET
 MD1302'SOUTHWEST OF A TWIN TRUNK 10 INCH CEDAR TREE, 1-1/2 FEET
 MD1302'SOUTH WEST OF A FENCE CORNER
 MD1302'AND IN THE SOUTHWEST EDGE OF A LAWN
 MD1302'(PROPERTY OF MR. OLIVER WELCH).  THE MONUMENT
 MD1302'PROJECTS 4 INCHES AND THE
 MD1302'DISK IS STAMPED BRACKEN 1947.  A METAL WITNESS POST IS 1 FOOT
 MD1302'SOUTH OF THE MARK.
 MD1302'
 MD1302'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY
 MD1302'105 FOR 0.3 MILE
 MD1302'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 NATIONAL 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 = OCTOBER  6, 2006
 MD1303 ***********************************************************************
 MD1303  DESIGNATION -  BRACKEN RM 2
 MD1303  PID         -  MD1303
 MD1303  STATE/COUNTY-  IN/WHITLEY
 MD1303  USGS QUAD   -  SOUTH WHITLEY EAST (1962)
 MD1303
 MD1303                         *CURRENT SURVEY CONTROL
 MD1303  ___________________________________________________________________
 MD1303* NAD 83(1986)-  41 00 09.     (N)    085 37 28.     (W)     SCALED    
 MD1303* NAVD 88     -       275.00   (meters)     902.2    (feet)  RESET     
 MD1303  ___________________________________________________________________
 MD1303  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 MD1303
 MD1303  VERT ORDER  -  THIRD
 MD1303
 MD1303.The horizontal coordinates were scaled from a topographic map and have
 MD1303.an estimated accuracy of +/- 6 seconds.
 MD1303
 MD1303.The orthometric height was computed from unverified reset data.
 MD1303
 MD1303.The geoid height was determined by GEOID03.
 MD1303
 MD1303;                    North         East    Units  Estimated Accuracy
 MD1303;SPC IN E     -   638,840.      103,550.      MT  (+/- 180 meters Scaled)
 MD1303
 MD1303                          SUPERSEDED SURVEY CONTROL
 MD1303
 MD1303.No superseded survey control is available for this station.
 MD1303
 MD1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL156399(NAD 83)
 MD1303_MARKER: DR = REFERENCE MARK DISK
 MD1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1303_STAMPING: BRACKEN NO 2 1947
 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             NGS
 MD1303  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD1303
 MD1303                          STATION DESCRIPTION
 MD1303
 MD1303'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1304 ***********************************************************************
 MD1304  DESIGNATION -  BRACKEN RM 3
 MD1304  PID         -  MD1304
 MD1304  STATE/COUNTY-  IN/WHITLEY
 MD1304  USGS QUAD   -  SOUTH WHITLEY EAST (1962)
 MD1304
 MD1304                         *CURRENT SURVEY CONTROL
 MD1304  ___________________________________________________________________
 MD1304* NAD 83(1986)-  41 00 09.     (N)    085 37 28.     (W)     SCALED    
 MD1304* NAVD 88     -       275.25   (meters)     903.0    (feet)  RESET     
 MD1304  ___________________________________________________________________
 MD1304  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 MD1304
 MD1304  VERT ORDER  -  THIRD
 MD1304
 MD1304.The horizontal coordinates were scaled from a topographic map and have
 MD1304.an estimated accuracy of +/- 6 seconds.
 MD1304
 MD1304.The orthometric height was computed from unverified reset data.
 MD1304
 MD1304.The geoid height was determined by GEOID03.
 MD1304
 MD1304;                    North         East    Units  Estimated Accuracy
 MD1304;SPC IN E     -   638,840.      103,550.      MT  (+/- 180 meters Scaled)
 MD1304
 MD1304                          SUPERSEDED SURVEY CONTROL
 MD1304
 MD1304.No superseded survey control is available for this station.
 MD1304
 MD1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL156399(NAD 83)
 MD1304_MARKER: DR = REFERENCE MARK DISK
 MD1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1304_STAMPING: BRACKEN 1947 NO 3 1968
 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
 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 = OCTOBER  6, 2006
 JZ3345 ***********************************************************************
 JZ3345  DESIGNATION -  BRADEWATER
 JZ3345  PID         -  JZ3345
 JZ3345  STATE/COUNTY-  IN/DECATUR
 JZ3345  USGS QUAD   -  NEW POINT (1993)
 JZ3345
 JZ3345                         *CURRENT SURVEY CONTROL
 JZ3345  ___________________________________________________________________
 JZ3345* NAD 83(1997)-  39 16 45.78091(N)    085 20 40.54520(W)     ADJUSTED  
 JZ3345* NAVD 88     -       303.     (meters)     994.     (feet)  SCALED    
 JZ3345  ___________________________________________________________________
 JZ3345  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 JZ3345  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ3345
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3345
 JZ3345.The geoid height was determined by GEOID03.
 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     -   0.99995783  x   0.99997617  =   0.99993400
 JZ3345!UTM  16      -   0.99995783  x   0.99985102  =   0.99980886
 JZ3345
 JZ3345:                Primary Azimuth Mark                     Grid Az
 JZ3345:SPC IN E     -  ENOCHSBURG ST JOHNS CH SPIRE             033 29 43.5
 JZ3345:UTM  16      -  ENOCHSBURG ST JOHNS CH SPIRE             032 39 04.0
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3345.See file dsdata.txt to determine how the superseded data were derived.
 JZ3345
 JZ3345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4278349087(NAD 83)
 JZ3345_MARKER: DS = TRIANGULATION STATION DISK
 JZ3345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3345_STAMPING: BRADEWATER 1939
 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 = OCTOBER  6, 2006
 JA1938 ***********************************************************************
 JA1938  DESIGNATION -  BRAMBLE
 JA1938  PID         -  JA1938
 JA1938  STATE/COUNTY-  IN/MARTIN
 JA1938  USGS QUAD   -  ODON (1978)
 JA1938
 JA1938                         *CURRENT SURVEY CONTROL
 JA1938  ___________________________________________________________________
 JA1938* NAD 83(1997)-  38 47 48.35779(N)    086 55 08.71851(W)     ADJUSTED  
 JA1938* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 JA1938  ___________________________________________________________________
 JA1938  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 JA1938  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JA1938
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1938
 JA1938.The geoid height was determined by GEOID03.
 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     -   0.99997471  x   0.99996917  =   0.99994388
 JA1938!UTM  16      -   0.99997471  x   0.99960061  =   0.99957533
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1938.See file dsdata.txt to determine how the superseded data were derived.
 JA1938
 JA1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0702694227(NAD 83)
 JA1938_MARKER: DS = TRIANGULATION STATION DISK
 JA1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1938'BURNS CITY AND ABOUT 1.5 MILES NORTH OF THE SMALL
 JA1938'SETTLEMENT OF BRAMBLE.  IT IS
 JA1938'120 FEET SOUTH OF A GRAVEL ROAD AND 69
 JA1938'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 45.
 JA1938'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
 JA1938'HIGHWAY AND 1 FOOT EAST OF A FENCE.  THE MARK
 JA1938'PROJECTS 6 INCHES AND THE DISK IS
 JA1938'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
 JA1938'AND 44 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 JA1938'THE MARK PROJECTS 6 INCHES AND THE
 JA1938'DISK IS STAMPED BRAMBLE 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
 JA1938'AND 4 FEET NORTH OF A TELEPHONE POLE.  THE MARK
 JA1938'PROJECTS 6 INCHES AND THE DISK IS
 JA1938'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
 JA1938'STATE HIGHWAY 45, TURN LEFT AND GO SOUTH ON 45 FOR 1.7
 JA1938'MILES TO A GRAVEL CROSSROAD AND
 JA1938'THE STATION ON THE LEFT AS 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'THIS MONUMENT IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1814 ***********************************************************************
 MD1814  DESIGNATION -  BRANCH
 MD1814  PID         -  MD1814
 MD1814  STATE/COUNTY-  IN/DE KALB
 MD1814  USGS QUAD   -  BUTLER EAST (1994)
 MD1814
 MD1814                         *CURRENT SURVEY CONTROL
 MD1814  ___________________________________________________________________
 MD1814* NAD 83(1997)-  41 24 31.01117(N)    084 52 15.36191(W)     ADJUSTED  
 MD1814* NAVD 88     -       266.     (meters)     873.     (feet)  SCALED    
 MD1814  ___________________________________________________________________
 MD1814  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 MD1814  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MD1814
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1814
 MD1814.The geoid height was determined by GEOID03.
 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;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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1814.See file dsdata.txt to determine how the superseded data were derived.
 MD1814
 MD1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7795386306(NAD 83)
 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     SEE DESCRIPTION  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
 MD1814'BUTLER ON THE WEST SIDE OF HIGHWAY 1 ON LAND OWNED BY CHARLES
 MD1814'SHOWMAN.  IT IS 74 FEET WEST OF THE
 MD1814'CENTER OF THE HIGHWAY, 68 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 MD1814'THE BARN, 21 FEET EAST-SOUTHEAST OF THE
 MD1814'SOUTHEAST CORNER OF THE BARN AND 2 FEET NORTH OF A FENCE
 MD1814'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
 MD1814'CORNER OF MR. SHOWMANS HOUSE, 57 FEET WEST OF THE CENTER OF THE
 MD1814'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
 MD1814'EAST OF THE CENTER OF THE HIGHWAY AND ONE FOOT WEST OF THE FENCELINE.
 MD1814'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
 MD1814'EAST OF THE CENTER OF THE HIGHWAY, 51 FEET NORTHWEST OF THE NORTHWEST
 MD1814'CORNER OF A WHITE HOUSE AND ONE FOOT
 MD1814'NORTHWEST OF A FENCE CORNER.  THE MARK PROJECTS ABOUT 3
 MD1814'INCHES AND THE 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
 MD1814'NORTHEAST OF THE INTERSECTION OF HIGHWAY 1 AND A GRAVEL CROSSROAD, 40
 MD1814'FEET EAST OF THE CENTER OF THE
 MD1814'HIGHWAY AND ONE FOOT WEST OF THE FENCE.  THE MARK IS A 12 X
 MD1814'12 INCH CONCRETE POST WITH A STANDARD USC AND GS
 MD1814'BM DISK STAMPED 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
 MD1814'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
 MD1814'FEET (INSTEAD OF 21 FEET) ESE OF SE 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
 MD1814'2.1 FEET N OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA2025 ***********************************************************************
 KA2025  DESIGNATION -  BRAPORT
 KA2025  PID         -  KA2025
 KA2025  STATE/COUNTY-  IN/CLAY
 KA2025  USGS QUAD   -  CENTER POINT (1986)
 KA2025
 KA2025                         *CURRENT SURVEY CONTROL
 KA2025  ___________________________________________________________________
 KA2025* NAD 83(1997)-  39 28 35.99101(N)    087 06 00.56283(W)     ADJUSTED  
 KA2025* NAVD 88     -       194.9    (meters)     639.     (feet)  VERTCON   
 KA2025  ___________________________________________________________________
 KA2025  X           -     249,408.679 (meters)                     COMP
 KA2025  Y           -  -4,923,665.788 (meters)                     COMP
 KA2025  Z           -   4,033,407.117 (meters)                     COMP
 KA2025  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 KA2025  ELLIP HEIGHT-         162.17  (meters)          (05/25/99) GPS OBS
 KA2025  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KA2025
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2025
 KA2025.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2025
 KA2025.The ellipsoidal height was determined by GPS observations
 KA2025.and is referenced to NAD 83.
 KA2025
 KA2025.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          640.     (f) GPS OBS        
 KA2025
 KA2025.Superseded values are not recommended for survey control.
 KA2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2025.See file dsdata.txt to determine how the superseded data were derived.
 KA2025
 KA2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9138669679(NAD 83)
 KA2025_MARKER: DH = HORIZONTAL CONTROL DISK
 KA2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2025_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 KA2026 ***********************************************************************
 KA2026  DESIGNATION -  BRAPORT AZ MK
 KA2026  PID         -  KA2026
 KA2026  STATE/COUNTY-  IN/CLAY
 KA2026  USGS QUAD   -  CENTER POINT (1986)
 KA2026
 KA2026                         *CURRENT SURVEY CONTROL
 KA2026  ___________________________________________________________________
 KA2026* NAD 83(1997)-  39 28 35.43067(N)    087 05 41.35131(W)     ADJUSTED  
 KA2026* NAVD 88     -       192.7    (meters)     632.     (feet)  VERTCON   
 KA2026  ___________________________________________________________________
 KA2026  X           -     249,867.736 (meters)                     COMP
 KA2026  Y           -  -4,923,651.752 (meters)                     COMP
 KA2026  Z           -   4,033,392.329 (meters)                     COMP
 KA2026  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 KA2026  ELLIP HEIGHT-         159.89  (meters)          (05/25/99) GPS OBS
 KA2026  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KA2026
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2026
 KA2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2026
 KA2026.The ellipsoidal height was determined by GPS observations
 KA2026.and is referenced to NAD 83.
 KA2026
 KA2026.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          633.     (f) GPS OBS        
 KA2026
 KA2026.Superseded values are not recommended for survey control.
 KA2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2026.See file dsdata.txt to determine how the superseded data were derived.
 KA2026
 KA2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9184569662(NAD 83)
 KA2026_MARKER: DZ = AZIMUTH MARK DISK
 KA2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2026_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 LB2511 ***********************************************************************
 LB2511  DESIGNATION -  BRAYS
 LB2511  PID         -  LB2511
 LB2511  STATE/COUNTY-  IN/HAMILTON
 LB2511  USGS QUAD   -  NOBLESVILLE (1992)
 LB2511
 LB2511                         *CURRENT SURVEY CONTROL
 LB2511  ___________________________________________________________________
 LB2511* NAD 83(1997)-  40 04 21.98176(N)    086 01 16.63428(W)     ADJUSTED  
 LB2511* NAVD 88     -       243.57   (+/-2cm)     799.1    (feet)  VERTCON   
 LB2511  ___________________________________________________________________
 LB2511  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 LB2511  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 LB2511
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2511
 LB2511.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2511
 LB2511.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  243.70   (m)          799.5    (f) LEVELING    3  
 LB2511
 LB2511.Superseded values are not recommended for survey control.
 LB2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2511.See file dsdata.txt to determine how the superseded data were derived.
 LB2511
 LB2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8345536293(NAD 83)
 LB2511_MARKER: DS = TRIANGULATION STATION DISK
 LB2511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA1765 ***********************************************************************
 KA1765  DESIGNATION -  BRAZIL
 KA1765  PID         -  KA1765
 KA1765  STATE/COUNTY-  IN/CLAY
 KA1765  USGS QUAD   -  BRAZIL EAST (1986)
 KA1765
 KA1765                         *CURRENT SURVEY CONTROL
 KA1765  ___________________________________________________________________
 KA1765* NAD 83(1997)-  39 30 40.60915(N)    087 07 27.07592(W)     ADJUSTED  
 KA1765* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 KA1765  ___________________________________________________________________
 KA1765  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 KA1765  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KA1765
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1765
 KA1765.The geoid height was determined by GEOID03.
 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 ANNUNCIATION CATH CH              011 37 57.6
 KA1765:UTM  16      -  BRAZIL ANNUNCIATION CATH CH              011 41 08.4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1765.See file dsdata.txt to determine how the superseded data were derived.
 KA1765
 KA1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8932473524(NAD 83)
 KA1765_MARKER: DS = TRIANGULATION STATION DISK
 KA1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA1766 ***********************************************************************
 KA1766  DESIGNATION -  BRAZIL ANNUNCIATION CATH CH
 KA1766  PID         -  KA1766
 KA1766  STATE/COUNTY-  IN/CLAY
 KA1766  USGS QUAD   -  BRAZIL EAST (1986)
 KA1766
 KA1766                         *CURRENT SURVEY CONTROL
 KA1766  ___________________________________________________________________
 KA1766* NAD 83(1997)-  39 31 31.15644(N)    087 07 13.66999(W)     ADJUSTED  
 KA1766* NAVD 88     -                                                        
 KA1766  ___________________________________________________________________
 KA1766  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 KA1766  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KA1766
 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
 KA1766.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1766
 KA1766.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1766
 KA1766  NAD 83(1986)-  39 31 31.16108(N)    087 07 13.66215(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1766.See file dsdata.txt to determine how the superseded data were derived.
 KA1766
 KA1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8964675082(NAD 83)
 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 = OCTOBER  6, 2006
 KA1763 ***********************************************************************
 KA1763  DESIGNATION -  BRAZIL CAR NA VAR CO STACK
 KA1763  PID         -  KA1763
 KA1763  STATE/COUNTY-  IN/CLAY
 KA1763  USGS QUAD   -  BRAZIL EAST (1986)
 KA1763
 KA1763                         *CURRENT SURVEY CONTROL
 KA1763  ___________________________________________________________________
 KA1763* NAD 83(1997)-  39 31 36.30856(N)    087 06 18.39749(W)     ADJUSTED  
 KA1763* NAVD 88     -                                                        
 KA1763  ___________________________________________________________________
 KA1763  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 KA1763  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KA1763
 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
 KA1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1763
 KA1763.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1763
 KA1763  NAD 83(1986)-  39 31 36.31304(N)    087 06 18.38975(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1763.See file dsdata.txt to determine how the superseded data were derived.
 KA1763
 KA1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9096675239(NAD 83)
 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 = OCTOBER  6, 2006
 KA1768 ***********************************************************************
 KA1768  DESIGNATION -  BRAZIL CAR NA VAR CO TANK
 KA1768  PID         -  KA1768
 KA1768  STATE/COUNTY-  IN/CLAY
 KA1768  USGS QUAD   -  BRAZIL EAST (1986)
 KA1768
 KA1768                         *CURRENT SURVEY CONTROL
 KA1768  ___________________________________________________________________
 KA1768* NAD 83(1997)-  39 31 35.78666(N)    087 06 19.49841(W)     ADJUSTED  
 KA1768* NAVD 88     -                                                        
 KA1768  ___________________________________________________________________
 KA1768  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 KA1768  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KA1768
 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
 KA1768.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1768
 KA1768.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1768
 KA1768  NAD 83(1986)-  39 31 35.79114(N)    087 06 19.49068(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1768.See file dsdata.txt to determine how the superseded data were derived.
 KA1768
 KA1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9094075223(NAD 83)
 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 = OCTOBER  6, 2006
 KA1767 ***********************************************************************
 KA1767  DESIGNATION -  BRAZIL COUNTY COURTHOUSE DOME
 KA1767  PID         -  KA1767
 KA1767  STATE/COUNTY-  IN/CLAY
 KA1767  USGS QUAD   -  BRAZIL EAST (1986)
 KA1767
 KA1767                         *CURRENT SURVEY CONTROL
 KA1767  ___________________________________________________________________
 KA1767* NAD 83(1997)-  39 31 28.29304(N)    087 07 09.87967(W)     ADJUSTED  
 KA1767* NAVD 88     -                                                        
 KA1767  ___________________________________________________________________
 KA1767  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 KA1767  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KA1767
 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
 KA1767.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1767
 KA1767.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1767
 KA1767  NAD 83(1986)-  39 31 28.29764(N)    087 07 09.87186(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1767.See file dsdata.txt to determine how the superseded data were derived.
 KA1767
 KA1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8973774993(NAD 83)
 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 = OCTOBER  6, 2006
 ME2278 ***********************************************************************
 ME2278  DESIGNATION -  BREMEN
 ME2278  PID         -  ME2278
 ME2278  STATE/COUNTY-  IN/MARSHALL
 ME2278  USGS QUAD   -  BREMEN (1991)
 ME2278
 ME2278                         *CURRENT SURVEY CONTROL
 ME2278  ___________________________________________________________________
 ME2278* NAD 83(1997)-  41 26 43.81071(N)    086 09 05.08716(W)     ADJUSTED  
 ME2278* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 ME2278  ___________________________________________________________________
 ME2278  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 ME2278  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME2278
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2278
 ME2278.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2278.See file dsdata.txt to determine how the superseded data were derived.
 ME2278
 ME2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7088588562(NAD 83)
 ME2278_MARKER: DS = TRIANGULATION STATION DISK
 ME2278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2278'0.1 MILE EAST OF THE SCHOOL BUILDING, 67 FEET SOUTHWEST OF THE
 ME2278'INTERSECTION OF S. MARSHALL STREET AND
 ME2278'W. SOUTH STREET, 49 FEET WEST OF THE CENTER OF S.
 ME2278'MARSHALL STREET, 48 FEET SOUTH OF THE CENTER
 ME2278'OF W. SOUTH STREET AND 21 FEET SOUTH OF
 ME2278'THE SOUTH EDGE OF A SIDEWALK.  THE MARK IS FLUSH AND THE DISK
 ME2278'IS STAMPED BREMEN 1952.
 ME2278'
 ME2278'REFERENCE MARK NO. 1 IS 25 FEET WEST OF THE CENTER OF W. MARSHALL
 ME2278'STREET AND 23 FEET NORTHEAST
 ME2278'OF A 10 INCH BEECH TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2278'BREMEN NO 1 1952.
 ME2278'
 ME2278'REFERENCE MARK NO. 2 IS 35 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 ME2278'AN OUTDOOR BASKETBALL COURT,
 ME2278'21 FEET SOUTH OF THE CENTER OF W. SOUTH STREET AND 1 FOOT NORTH OF
 ME2278'THE NORTH EDGE OF THE SIDEWALK.  THE
 ME2278'MARK IS FLUSH AND THE DISK IS STAMPED BREMEN NO 2
 ME2278'1952.
 ME2278'
 ME2278'AZIMUTH MARK IS 50 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE
 ME2278'NO. 819, 30 FEET EAST OF
 ME2278'THE CENTER OF A STREET, 22 FEET NORTH OF THE CENTER OF W. SOUTH
 ME2278'STREET AND 1 FOOT EAST OF A STOP
 ME2278'SIGN.  THE MARK IS 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
 ME2278'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 = OCTOBER  6, 2006
 ME2279 ***********************************************************************
 ME2279  DESIGNATION -  BREMEN MUNICIPAL STANDPIPE
 ME2279  PID         -  ME2279
 ME2279  STATE/COUNTY-  IN/MARSHALL
 ME2279  USGS QUAD   -  BREMEN (1991)
 ME2279
 ME2279                         *CURRENT SURVEY CONTROL
 ME2279  ___________________________________________________________________
 ME2279* NAD 83(1997)-  41 26 45.70389(N)    086 08 51.98413(W)     ADJUSTED  
 ME2279* NAVD 88     -                                                        
 ME2279  ___________________________________________________________________
 ME2279  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 ME2279  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME2279
 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
 ME2279.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2279
 ME2279.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2279
 ME2279  NAD 83(1986)-  41 26 45.70772(N)    086 08 51.99179(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2279.See file dsdata.txt to determine how the superseded data were derived.
 ME2279
 ME2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7118988623(NAD 83)
 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 = OCTOBER  6, 2006
 ME2280 ***********************************************************************
 ME2280  DESIGNATION -  BREMEN ST PAULS LUTH CH SPIRE
 ME2280  PID         -  ME2280
 ME2280  STATE/COUNTY-  IN/MARSHALL
 ME2280  USGS QUAD   -  BREMEN (1991)
 ME2280
 ME2280                         *CURRENT SURVEY CONTROL
 ME2280  ___________________________________________________________________
 ME2280* NAD 83(1997)-  41 26 44.01520(N)    086 08 40.13399(W)     ADJUSTED  
 ME2280* NAVD 88     -                                                        
 ME2280  ___________________________________________________________________
 ME2280  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 ME2280  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME2280
 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
 ME2280.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2280
 ME2280.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2280
 ME2280  NAD 83(1986)-  41 26 44.01903(N)    086 08 40.14169(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2280.See file dsdata.txt to determine how the superseded data were derived.
 ME2280
 ME2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7146488574(NAD 83)
 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 = OCTOBER  6, 2006
 LA2361 ***********************************************************************
 LA2361  DESIGNATION -  BRICE
 LA2361  PID         -  LA2361
 LA2361  STATE/COUNTY-  IN/JAY
 LA2361  USGS QUAD   -  PORTLAND (1992)
 LA2361
 LA2361                         *CURRENT SURVEY CONTROL
 LA2361  ___________________________________________________________________
 LA2361* NAD 83(1997)-  40 26 00.70618(N)    084 52 57.59326(W)     ADJUSTED  
 LA2361* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 LA2361  ___________________________________________________________________
 LA2361  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 LA2361  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 LA2361
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2361
 LA2361.The geoid height was determined by GEOID03.
 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;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     -   0.99996103  x   1.00002112  =   0.99998215
 LA2361!SPC OH N     -   0.99996103  x   0.99999996  =   0.99996099
 LA2361!UTM  16      -   0.99996103  x   0.99999704  =   0.99995807
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2361.See file dsdata.txt to determine how the superseded data were derived.
 LA2361
 LA2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7959478029(NAD 83)
 LA2361_MARKER: DS = TRIANGULATION STATION DISK
 LA2361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2361_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 LA2361'MILES NORTH-NORTHWEST OF SALAMONIA, 70 FEET EAST OF THE SOUTHEAST
 LA2361'CORNER OF A BARN, 61 FEET WEST OF
 LA2361'THE CENTER OF A GRAVEL ROAD, 56.5 FEET NORTH OF
 LA2361'THE CENTERLINE OF STATE HIGHWAY 26, AND ON LAND
 LA2361'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
 LA2361'5.1 MILES TO A CROSS ROAD AND THE STATION IN THE NORTHWEST ANGLE
 LA2361'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
 LA2361'MARK ON THE RIGHT AS DESCRIBED BELOW.
 LA2361'
 LA2361'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND THE
 LA2361'DISK 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.
 LA2361'BAILEYS MAIL BOX, AND 15 FEET WEST OF THE CENTER OF THE GRAVEL
 LA2361'ROAD.  THE MARK IS FLUSH WITH THE
 LA2361'GROUND, AND THE DISK IS STAMPED BRICE NO 1 1955.
 LA2361'
 LA2361'A STATE HIGHWAY COMMISSION OF INDIANA BENCH MARK WAS USED AS
 LA2361'REFERENCE MARK 2.
 LA2361'THE MARK IS 78 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 47 FEET EAST
 LA2361'OF THE CENTER OF THE GRAVEL
 LA2361'ROAD, AND 24 FEET SOUTH OF A TELEPHONE POLE.  THE MARK IS
 LA2361'A STANDARD STATE HIGHWAY COMMISSION OF
 LA2361'INDIANA SURVEY BENCH MARK DISK SET IN THE
 LA2361'TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 18
 LA2361'INCHES, AND THE DISK IS
 LA2361'STAMPED JAY G 13.
 LA2361'
 LA2361'THE AZIMUTH MARK IS 45 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 8
 LA2361'FEET WEST OF A POWERLINE
 LA2361'POLE, 2 FEET WEST OF A WHITE 4 BY 4 IN. WITNESS POST, AND 1 FOOT
 LA2361'NORTH OF A WIRE FENCE.  THE MARK
 LA2361'PROJECTS 6 INCHES, AND THE DISK IS STAMPED BRICE 1955.
 LA2361'
 LA2361'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2217 ***********************************************************************
 LA2217  DESIGNATION -  BRIDGE
 LA2217  PID         -  LA2217
 LA2217  STATE/COUNTY-  IN/WABASH
 LA2217  USGS QUAD   -  PEORIA (1994)
 LA2217
 LA2217                         *CURRENT SURVEY CONTROL
 LA2217  ___________________________________________________________________
 LA2217* NAD 83(1997)-  40 39 57.29254(N)    085 54 06.04365(W)     ADJUSTED  
 LA2217* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 LA2217  ___________________________________________________________________
 LA2217  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 LA2217  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LA2217
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2217
 LA2217.The geoid height was determined by GEOID03.
 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  =   0.99967321
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2217.See file dsdata.txt to determine how the superseded data were derived.
 LA2217
 LA2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9283602251(NAD 83)
 LA2217_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 LA2217'PROPERTY OWNED BY MRS GRACE DICE.  IT IS 51 FEET NORTHWEST OF THE
 LA2217'INTERSECTION OF TWO GRAVEL ROADS, 37
 LA2217'FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 27 FEET WEST OF THE
 LA2217'CENTER OF A GRAVEL ROAD, 23 FEET NORTHWEST
 LA2217'OF A POWER LINE POLE AND 21 FEET NORTHWEST OF
 LA2217'A WHITE WITNESS POST.  THE MARK IS 6 INCHES BELOW THE SURFACE
 LA2217'OF THE GROUND AND THE DISK IS STAMPED
 LA2217'BRIDGE 1948.
 LA2217'
 LA2217'REFERENCE MARK NO. 1 IS 93.11 FEET SOUTHEAST OF THE STATION.  IT IS
 LA2217'40 FEET EAST OF THE CENTER OF A
 LA2217'GRAVEL ROAD, 19 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT
 LA2217'NORTH OF A FENCE LINE.  THE MARK
 LA2217'PROJECTS 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.
 LA2217'THE MARK PROJECTS 4 INCHES AND 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
 LA2217'EAST OF THE CENTER OF A GRAVEL
 LA2217'ROAD, 3 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE
 LA2217'LINE.  THE MARK PROJECTS 3 INCHES AND
 LA2217'THE DISK IS STAMPED BRIDGE 1948.
 LA2217'
 LA2217'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 218
 LA2217'IN SANTA FE GO NORTH ON HIGHWAY
 LA2217'21 FOR 1.0 MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO EAST ON THE
 LA2217'T-ROAD FOR 4.75 MILES TO A GRAVEL
 LA2217'CROSS ROAD 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
 LA2217'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 = OCTOBER  6, 2006
 MD1491 ***********************************************************************
 MD1491  DESIGNATION -  BRIGHTON
 MD1491  PID         -  MD1491
 MD1491  STATE/COUNTY-  IN/LAGRANGE
 MD1491  USGS QUAD   -  MONGO (1992)
 MD1491
 MD1491                         *CURRENT SURVEY CONTROL
 MD1491  ___________________________________________________________________
 MD1491* NAD 83(1997)-  41 43 19.17068(N)    085 20 05.95717(W)     ADJUSTED  
 MD1491* NAVD 88     -       278.     (meters)     912.     (feet)  SCALED    
 MD1491  ___________________________________________________________________
 MD1491  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 MD1491  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 MD1491
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1491
 MD1491.The geoid height was determined by GEOID03.
 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;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!UTM  16      -   0.99996163  x   0.99983603  =   0.99979766
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1491.See file dsdata.txt to determine how the superseded data were derived.
 MD1491
 MD1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3849320249(NAD 83)
 MD1491_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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     SEE DESCRIPTION  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
 MD1491'WEST OF THE JUNCTION OF STATE HIGHWAYS 120 AND 3 SOUTH IN BRIGHTON.
 MD1491'IT IS 121 FEET NORTHEAST OF THE
 MD1491'INTERSECTION OF THE TWO HIGHWAYS, 66 FEET EAST OF THE CENTERLINE
 MD1491'OF HIGHWAY 3, 100 FEET NORTH OF THE
 MD1491'CENTERLINE OF HIGHWAY 120 AND 15 FEET SOUTHWEST OF
 MD1491'THE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD1491'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
 MD1491'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 18 FEET WEST OF A FENCE
 MD1491'CORNER AND ONE FOOT NORTH OF THE SOUTH
 MD1491'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND
 MD1491'THE 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
 MD1491'WEST OF THE CENTERLINE OF THE HIGHWAY AND 40 FEET NORTH OF THE NORTH
 MD1491'RIGHT-OF-WAY FENCE OF HIGHWAY 120.  THE MARK
 MD1491'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
 MD1491'WEST OF THE CENTERLINE OF THE HIGHWAY, ONE FOOT EAST OF THE FENCE AND
 MD1491'2 FEET SOUTH OF A WHITE WITNESS
 MD1491'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD1491'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
 MD1491'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
 MD1491'LINE OF NO. 3 HIGHWAY FROM THE NORTH, 36 FEET (INSTEAD OF THE GIVEN)
 MD1491'S OF CENTER LINE OF NO. 120 HIGHWAY,
 MD1491'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
 MD1491'FENCE OR 89 FEET N OF CENTER LINE OF 18-FOOT ASPHALT PAVEMENT OF NO.
 MD1491'120. 120 HWY.  AND 1.5 FEET S OF STEEL WITNESS
 MD1491'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
 MD1491'CENTER OF A 3-FOOT OAK, 40 FEET W OF CENTER LINE OF HIGHWAY, 5 FEET S
 MD1491'OF NO. 15 POLE OF U. T. CO.
 MD1491'INC., 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 = OCTOBER  6, 2006
 KA1918 ***********************************************************************
 KA1918  DESIGNATION -  BRIGHTWOOD
 KA1918  PID         -  KA1918
 KA1918  STATE/COUNTY-  IN/MARION
 KA1918  USGS QUAD   -  INDIANAPOLIS EAST (1980)
 KA1918
 KA1918                         *CURRENT SURVEY CONTROL
 KA1918  ___________________________________________________________________
 KA1918* NAD 83(1997)-  39 49 31.02535(N)    086 06 27.76126(W)     ADJUSTED  
 KA1918* NAVD 88     -       234.28   (+/-2cm)     768.6    (feet)  VERTCON   
 KA1918  ___________________________________________________________________
 KA1918  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 KA1918  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KA1918
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1918
 KA1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1918
 KA1918.The geoid height was determined by GEOID03.
 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     -   0.99996852  x   0.99998421  =   0.99995273
 KA1918!UTM  16      -   0.99996852  x   0.99967178  =   0.99964031
 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  NGVD 29 (07/19/86)  234.42   (m)          769.1    (f) LEVELING    3  
 KA1918
 KA1918.Superseded values are not recommended for survey control.
 KA1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1918.See file dsdata.txt to determine how the superseded data were derived.
 KA1918
 KA1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7636008747(NAD 83)
 KA1918_MARKER: DS = TRIANGULATION STATION DISK
 KA1918_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 MD1609 ***********************************************************************
 MD1609  DESIGNATION -  BRIMFIELD
 MD1609  PID         -  MD1609
 MD1609  STATE/COUNTY-  IN/NOBLE
 MD1609  USGS QUAD   -  KENDALLVILLE (1979)
 MD1609
 MD1609                         *CURRENT SURVEY CONTROL
 MD1609  ___________________________________________________________________
 MD1609* NAD 83(1997)-  41 27 09.55177(N)    085 22 15.91614(W)     ADJUSTED  
 MD1609* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 MD1609  ___________________________________________________________________
 MD1609  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 MD1609  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 MD1609
 MD1609  HORZ ORDER  -  THIRD
 MD1609
 MD1609.The horizontal coordinates were established by classical geodetic methods
 MD1609.and adjusted by the National Geodetic Survey in May 1999..
 MD1609
 MD1609.The orthometric height was scaled from a topographic map.
 MD1609
 MD1609.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1609
 MD1609.The geoid height was determined by GEOID03.
 MD1609
 MD1609;                    North         East     Units Scale Factor Converg.
 MD1609;SPC IN E     -   688,869.589   124,696.859   MT  0.99997417   +0 11 44.4
 MD1609;SPC IN E     - 2,260,066.31    409,109.61   sFT  0.99997417   +0 11 44.4
 MD1609;UTM  16      - 4,590,288.351   636,054.798   MT  0.99982781   +1 04 42.6
 MD1609
 MD1609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1609!SPC IN E     -   0.99996083  x   0.99997417  =   0.99993500
 MD1609!UTM  16      -   0.99996083  x   0.99982781  =   0.99978865
 MD1609
 MD1609|---------------------------------------------------------------------|
 MD1609| PID    Reference Object                     Distance      Geod. Az  |
 MD1609|                                                           dddmmss.s |
 MD1609| CC7882 BRIMFIELD RM 1                       24.893 METERS 06654     |
 MD1609| CC7881 BRIMFIELD AZ MK                                    2744252.7 |
 MD1609| MD0748 N 161                                58.388 METERS 29642     |
 MD1609| MD1501 ROME CITY KNEIPP SPRINGS TANK       APPROX. 5.9 KM 3592305.3 |
 MD1609|---------------------------------------------------------------------|
 MD1609
 MD1609                          SUPERSEDED SURVEY CONTROL
 MD1609
 MD1609  NAD 83(1995)-  41 27 09.55289(N)    085 22 15.92161(W) AD(       ) 3
 MD1609  NAD 83(1986)-  41 27 09.55278(N)    085 22 15.92779(W) AD(       ) 3
 MD1609  NAD 27      -  41 27 09.37260(N)    085 22 16.00570(W) AD(       ) 3
 MD1609
 MD1609.Superseded values are not recommended for survey control.
 MD1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1609.See file dsdata.txt to determine how the superseded data were derived.
 MD1609
 MD1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3605590288(NAD 83)
 MD1609_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1609
 MD1609  HISTORY     - Date     Condition        Report By
 MD1609  HISTORY     - 1946     MONUMENTED       CGS
 MD1609  HISTORY     - 1955     SEE DESCRIPTION  USGS
 MD1609  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MD1609
 MD1609                          STATION DESCRIPTION
 MD1609
 MD1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1609'THE STATION IS LOCATED ALONG U.S. HIGHWAY 6 AT THE POINT IT IS
 MD1609'INTERSECTED BY STATE HIGHWAY 9
 MD1609'ABOUT 1-1/2 MILES EAST OF BRIMFIELD AND 3 MILES SOUTH OF ROME CITY.
 MD1609'IT IS 145 FEET SOUTHWEST OF THE
 MD1609'CENTER OF THE Y-ROAD INTERSECTION AND 67 FEET SOUTH OF THE CENTERLINE
 MD1609'OF U.S. HIGHWAY 6.  THE MARK IS FLUSH
 MD1609'WITH THE GROUND AND THE DISK IS STAMPED BRIMFIELD
 MD1609'1946.
 MD1609'
 MD1609'REFERENCE MARK NO. 1 IS 81.67 FEET NORTHEAST OF THE STATION, 40 FEET
 MD1609'WEST OF A 48 INCH ELM TREE, 35 FEET
 MD1609'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 6 AND 4 FEET WEST OF A POWER
 MD1609'LINE POLE, THE MARK IS FLUSH WITH
 MD1609'THE GROUND AND THE DISK IS STAMPED BRIMFIELD NO 1 1946.
 MD1609'
 MD1609'N 161 (USC AND GS) B.M. IS 191.56 FEET NORTHWEST OF THE STATION AND
 MD1609'20 FEET NORTH OF THE CENTERLINE OF
 MD1609'U.S. HIGHWAY 6.
 MD1609'THE DISK IS A STANDARD USC AND
 MD1609'GS BENCH MARK STAMPED N 161 AND IS SET IN A DRILL HOLE IN A
 MD1609'CONCRETE CULVERT HEAD ABOUT 2 FEET BELOW THE
 MD1609'LEVEL OF U.S. HIGHWAY NO. 6, STAMPED N-161 1946
 MD1609'
 MD1609'THE AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION, 28 FEET NORTH OF
 MD1609'THE CENTERLINE OF U.S. HIGHWAY
 MD1609'NO. 6, 3 FEET WEST OF A WHITE WITNESS POST, 2 FEET EAST OF TELEPHONE
 MD1609'POLE NO. 1515 AND 1 FOOT SOUTH OF AN
 MD1609'EAST-WEST FENCE LINE.  THE MARK PROJECTS ABOUT 12 INCHES
 MD1609'AND THE DISK IS STAMPED BRIMFIELD 1946.
 MD1609'
 MD1609'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON U.S. HIGHWAY
 MD1609'NO. 6 FOR 0.2 MILE TO THE AZIMUTH
 MD1609'MARK ON THE RIGHT AS DESCRIBED.
 MD1609'
 MD1609'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1609
 MD1609                          STATION RECOVERY (1955)
 MD1609
 MD1609'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MD1609'STATION NOT FOUND.  THE AREA IS COMPLETELY COVERED WITH FILL DIRT.
 MD1609'AN ATTEMPT WAS
 MD1609'MADE TO UNCOVER THE MARKER BUT THE FILL WAS TOO DEEP.
 MD1609'
 MD1609'REFERENCE MARK 1 IS OKAY AND NOT COVERED BY FILL DIRT.
 MD1609
 MD1609                          STATION RECOVERY (1963)
 MD1609
 MD1609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1609'RECOVERED ONLY BENCH MARK N 161 USED AS A SECOND REFERENCE MARK AND
 MD1609'THE AZIMUTH MARK BOTH IN GOOD
 MD1609'CONDITION ESSENTIALLY AS ORIGINALLY DESCRIBED.  THE SURFACE STATION
 MD1609'MARK WAS FOUND COMPLETELY UPROOTED
 MD1609'ABOUT 10 YARDS S OF THE DESCRIBED LOCATION AND THE DISK WAS
 MD1609'RECLAIMED.  THE STATION SITE HAS BEEN
 MD1609'EXCAVATED ABOUT 4-1/2 FEET JUDGING FROM THE REMAINING
 MD1609'BANK AND THE SUBSURFACE MARK IS PRESUMED
 MD1609'DESTROYED AND REMOVED TO PLACE UNKNOWN.  THE LOCATION
 MD1609'IS NOW PAVED WITH GRAVEL AND CONCRETE AND OCCUPIED BY A
 MD1609'SERVICE STATION.  NO EVIDENCE OF
 MD1609'THE NO. 1 REFERENCE MARK WAS FOUND.
 MD1609'
 MD1609'ABOUT 1.8 MILES E ALONG NO. 6 FROM THE BRIDGE OVER NEW YORK CENTRAL
 MD1609'RAILROAD AT TOWN OF BRIMFIELD,
 MD1609'ORIGINALLY DESCRIBED AS 145 FEET SW OF CENTER OF Y-ROAD INTERSECTION
 MD1609'(THE ROAD N IS NO. 9 INDIANA
 MD1609'HIGHWAY).
 MD1609'
 MD1609'COAST SURVEY BENCH MARK STAMPED N 161 1946 IS A STANDARD BENCH MARK
 MD1609'DISK SET IN A DRILL HOLE IN
 MD1609'TOP OF 25-FOOT HEADWALL OF 8-FOOT CONCRETE CULVERT, ABOUT 91 YARDS W
 MD1609'OF THE CENTER LINE OF NO. 9 HWY. FROM
 MD1609'THE N, 1.0 FEET E OF W END OF SAME, 18 FEET N OF CENTER
 MD1609'LINE OF NO. 6 HWY. 24-FOOT ASPHALT PAVEMENT, 1.8
 MD1609'FEET LOWER THAN SAME.
 MD1609'
 MD1609'AZIMUTH MARK STAMPED BRIMFIELD 1946, NOTE 16A, PROJECTS 0.7 FOOT, IS
 MD1609'ABOUT 0.25 MILE W OF THE STATION
 MD1609'SITE, 90 FEET W OF PROJECTED LINE OF FENCE FROM S. 83 FEET W OF FENCE
 MD1609'CORNER ON N SIDE OF HWY., 29 FEET N
 MD1609'OF HWY. CENTER LINE, AND 2-1/2 FEET E OF NO. 144 TELEPHONE
 MD1609'POLE.  IT IS AN ESTIMATED 100 YARDS E OF THE LOCAL
 MD1609'CREST OF HIGHWAY GRADES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1708 ***********************************************************************
 MD1708  DESIGNATION -  BRISTOL
 MD1708  PID         -  MD1708
 MD1708  STATE/COUNTY-  IN/ELKHART
 MD1708  USGS QUAD   -  BRISTOL (1994)
 MD1708
 MD1708                         *CURRENT SURVEY CONTROL
 MD1708  ___________________________________________________________________
 MD1708* NAD 83(1997)-  41 42 29.74153(N)    085 51 03.49089(W)     ADJUSTED  
 MD1708* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 MD1708  ___________________________________________________________________
 MD1708  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 MD1708  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MD1708
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1708
 MD1708.The geoid height was determined by GEOID03.
 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;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!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:UTM  16      -  BELLOWS                                  018 06 37.3
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1708.See file dsdata.txt to determine how the superseded data were derived.
 MD1708
 MD1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9559418023(NAD 83)
 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     SEE DESCRIPTION  BRADY
 MD1708  HISTORY     - 1973     SEE DESCRIPTION  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
 MD1708'0.4 MILE SOUTH OF STATE HIGHWAY 120.  IT IS 49 FEET EAST OF THE
 MD1708'CENTER OF A NORTH-SOUTH LANE, 42
 MD1708'FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD TRACK AND
 MD1708'10-1/2 FEET NORTH OF A WHITE WITNESS POST.  THE
 MD1708'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
 MD1708'RAILROAD TRACK AND 1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS 3
 MD1708'INCHES AND THE DISK IS STAMPED
 MD1708'BRISTOL NO 1 1947.
 MD1708'
 MD1708'REFERENCE MARK NO. 2 IS 87.97 FEET NORTH OF THE STATION, 40 FEET
 MD1708'NORTH OF THE NORTH RAIL OF A
 MD1708'RAILROAD TRACK, 8 FEET EAST OF A FENCE CORNER AND 1 FOOT SOUTH OF A
 MD1708'FENCELINE.  THE MARK PROJECTS 2 INCHES
 MD1708'AND THE 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
 MD1708'OF STATE HIGHWAY 120 AND A GRAVEL ROAD LEADING SOUTH, 50 FEET
 MD1708'SOUTH OF THE ST. JOSEPH RIVER 26
 MD1708'FEET NORTH OF THE CENTER OF HIGHWAY 120 AND 11
 MD1708'FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS
 MD1708'FLUSH AND THE DISK IS STAMPED
 MD1708'BRISTOL 1947.
 MD1708'
 MD1708'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 120 AND 15
 MD1708'IN BRISTOL, GO WEST
 MD1708'ON STATE HIGHWAY 120 FOR 2.15 MILES TO A GRAVEL ROAD LEFT.  TURN
 MD1708'LEFT AND GO 0.4 MILE TO THE STATION
 MD1708'ON THE LEFT AS 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.
 MD1708'
 MD1708'NO SEARCH MADE FOR AZIMUTH MARK 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.
 MD1708'
 MD1708'BRISTOL 1947 (AZIM) FOUND IN GOOD CONDITION.  WITNESS POST SET.
 MD1708'
 MD1708'BRISTOL NO 1 1947 FOUND IN GOOD CONDITION.  WITNESS POST SET.
 MD1708'
 MD1708'BRISTOL NO. 2 1947 FOUND IN GOOD CONDITION.  WITNESS POST SET.
 MD1708'
 MD1708'MARKS ACCESSIBLE.
 MD1708'
 MD1708'PROPERTY OWNER NOT CONTACTED.
 MD1708'
 MD1708'AZIM MARK IS 155 FEET NW OF INTERSECTION OF STATE ROAD 120 AND GRAVEL
 MD1708'ROAD (COUNTY ROAD 21)
 MD1708'LEADING SOUTH.
 MD1708'
 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
 MD1708'CONDITION.  THE DISTANCE TO RM 1 CHECKED.  RM 2 WAS LONGER BY 0.05
 MD1708'FT.  THE ANGLE BETWEEN THE MARKS CHECKED.  THE AZIMUTH WAS OBSTRUCTED
 MD1708'BY TREES.  THERE WAS NO REQUIRED DISTANCE TO ESTABLISH A NEW AZIMUTH
 MD1708'MARK THAT WOULD BE VISIBLE WITHOUT A GREAT AMOUNT OF CLEARING OF
 MD1708'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
 MD1708'MARK ON THE RIGHT AS DESCRIBED.  TURN LEFT AND GO S ON COUNTY ROAD 21
 MD1708'FOR 0.3 MILE TO RAILROAD TRACKS AND STATION AS DESCRIBED IN THE SE
 MD1708'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
 MD1708'IS 52 FT S OF THE RAILROAD TRACKS, 16 FT S OF CENTER LINE OF TRACK
 MD1708'ROAD, 1 FT S OF FENCE AND 1 FT W OF A METAL WITNESS POST.  THE MARK
 MD1708'PROJECTS 2 INCHES.
 MD1708'
 MD1708'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BRISTOL NO 2 1947.  IT
 MD1708'IS 32 FT E OF CENTERLINE OF ROAD 21, 8 FT E OF CORNER FENCE POST, 40
 MD1708'FT N OF N RAIL OF RAILROAD TRACK, 16 FT W OF N ONE OF 2 DOUBLE POWER
 MD1708'LINE POLES, 1 FT S OF FENCE LINE AND 1 FT W OF A METAL WITNESS
 MD1708'POST.  THE MARK PROJECTS 2 INCHES.
 MD1708'
 MD1708'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BRISTOL 1947.  IT IS 26
 MD1708'FT 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
 MD1708'FT 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.
 MD1708'
 MD1708'BRISTOL NO. 1 1947 RECOVERED GOOD.
 MD1708'
 MD1708'BRISTOL NO. 2 1947 RECOVERED GOOD.
 MD1708'
 MD1708'AZIMUTH MARK RECOVERED.  LINE OF SIGHT BETWEEN MONUMENT AND AZIMUTH
 MD1708'MARK OBSTRUCTED BY OAK TREES.
 MD1708'
 MD1708'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES WEST-SOUTHWEST OF
 MD1708'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 (1.0
 MD1708'FT) BELOW THE LEVEL OF THE TRACK, AND THE MONUMENT PROJECTS 0.02 M
 MD1708'(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 = OCTOBER  6, 2006
 JA1821 ***********************************************************************
 JA1821  DESIGNATION -  BRISTOW
 JA1821  PID         -  JA1821
 JA1821  STATE/COUNTY-  IN/PERRY
 JA1821  USGS QUAD   -  BRISTOW (1993)
 JA1821
 JA1821                         *CURRENT SURVEY CONTROL
 JA1821  ___________________________________________________________________
 JA1821* NAD 83(1997)-  38 07 58.98500(N)    086 41 15.23605(W)     ADJUSTED  
 JA1821* NAVD 88     -       200.81   (+/-2cm)     658.8    (feet)  VERTCON   
 JA1821  ___________________________________________________________________
 JA1821  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 JA1821  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JA1821
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1821
 JA1821.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1821
 JA1821.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 (07/19/86)  200.92   (m)          659.2    (f) LEVELING    3  
 JA1821
 JA1821.Superseded values are not recommended for survey control.
 JA1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1821.See file dsdata.txt to determine how the superseded data were derived.
 JA1821
 JA1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2738120624(NAD 83)
 JA1821_MARKER: DS = TRIANGULATION STATION DISK
 JA1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1821
 JA1821  HISTORY     - Date     Condition        Report By
 JA1821  HISTORY     - 1946     MONUMENTED       CGS
 JA1821  HISTORY     - 1970     GOOD             NGS
 JA1821  HISTORY     - 1970     GOOD             NGS
 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
 JA1821'IS ON STATE HIGHWAY
 JA1821'145, ABOUT 0.1 MILE NORTH OF ST JOHN CATHOLIC CHURCH,
 JA1821'227 FEET EAST OF THE
 JA1821'INTERSECTION OF A GRAVEL ROAD TO THE CHURCH AND
 JA1821'THE MAIN ROAD, 31 FEET SOUTH OF THE
 JA1821'CENTERLINE OF A GRAVEL ROAD, 21
 JA1821'FEET SOUTHWEST OF A FENCE CORNER AND 6.5 FEET
 JA1821'SOUTHWEST OF A STANDARD
 JA1821'REFERENCE POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 JA1821'STAMPED 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
 JA1821'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 JA1821'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
 JA1821'OF A GRAVEL ROAD.  THE MARK PROJECTS 3 INCHES AND THE
 JA1821'DISK IS STAMPED BRISTOW NO 2 1946.
 JA1821'
 JA1821'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTHWEST OF THE STATION,
 JA1821'7 FEET WEST OF THE
 JA1821'CENTERLINE OF A GRAVEL ROAD AND 2 FEET NORTH OF A
 JA1821'STANDARD REFERENCE POST.  THE
 JA1821'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
 JA1821'THE TOP OF A GRADE AND A SIDE ROAD LEFT, GO LEFT FOR
 JA1821'0.85 MILE TO THE AZIMUTH MARK ON
 JA1821'THE LEFT, THENCE STRAIGHT AHEAD FOR
 JA1821'0.6 MILE TO A DRIVE LEADING TO A CHURCH, ENTER
 JA1821'DRIVE THENCE SHARP
 JA1821'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
 JA1821'FOUND UPROOTED BY GRADING.  REFERENCE MARK 3 WAS
 JA1821'SET.  DISTANCE TO REFERENCE MARK 1
 JA1821'CHECKED.  THE AZIMUTH MARK WAS
 JA1821'FOUND OBSTRUCTED BY TREES AND NEAR A GRADER DITCH.
 JA1821'IT IS POSSIBLE
 JA1821'THAT THIS MARK CAN BE RESET IN THE FALL OR WINTER WHEN THE LEAVES ARE
 JA1821'GONE.
 JA1821'
 JA1821'THE STATION IS LOCATED ABOUT 0.1 MILE NORTH OF THE ST ISIDORE CHURCH,
 JA1821'IN THE NORTHWEST
 JA1821'CORNER OF THE CEMETERY, 1 FOOT EAST OF A METAL
 JA1821'WITNESS POST, 14 FEET WEST OF THE
 JA1821'NORTH 1 OF 2, 8 INCH CEDAR TREES, 27
 JA1821'FEET SOUTH OF THE CENTERLINE OF PAVED ROAD, 25 FEET
 JA1821'NORTHWEST OF A
 JA1821'TELEPHONE POLE AND 8 FEET NORTH OF A 4 INCH PINE TREE.  THE MONUMENT
 JA1821'PROJECTS 4 INCHES
 JA1821'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
 JA1821'ROAD FOR 0.9 MILE TO THE TOP OF GRADE AND A SIDE ROAD
 JA1821'LEFT.  TURN LEFT AND GO EASTERLY
 JA1821'ON THE PAVED ROAD FOR 0.85 MILE TO
 JA1821'THE AZIMUTH MARK ON THE LEFT.  CONTINUE EASTERLY ON
 JA1821'THE PAVED ROAD
 JA1821'FOR 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
 JA1821'FEET SOUTH OF THE
 JA1821'CENTERLINE OF THE ROAD, 25 FEET SOUTHWEST OF A 6
 JA1821'INCH TREE, 28 FEET NORTH OF A 4 INCH
 JA1821'PINE TREE.  THE MONUMENT
 JA1821'PROJECTS 2 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
 JA1821'POLE AND 27 FEET SOUTH OF THE CENTERLINE OF THE
 JA1821'ROAD.  THE MONUMENT IS FLUSH AND
 JA1821'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
 JA1821'FENCE AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 JA1821'THE MONUMENT PROJECTS 4 INCHES AND
 JA1821'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
 JA1821'THE LEAVES GONE
 JA1821'FROM THE TREES SO THAT A NEW ONE COULD BE SET SINCE
 JA1821'THE OLD MARK IS VERY NEAR A GRADER
 JA1821'DITCH.  THE LINE OF SIGHT IS STILL
 JA1821'OBSTRUCTED BY TREES AND NOTHING COULD BE DONE.  THE
 JA1821'1970 RECOVERY NOTE IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2190 ***********************************************************************
 LB2190  DESIGNATION -  BROOK
 LB2190  PID         -  LB2190
 LB2190  STATE/COUNTY-  IN/NEWTON
 LB2190  USGS QUAD   -  GOODLAND (1976)
 LB2190
 LB2190                         *CURRENT SURVEY CONTROL
 LB2190  ___________________________________________________________________
 LB2190* NAD 83(1997)-  40 52 00.28408(N)    087 22 06.07618(W)     ADJUSTED  
 LB2190* NAVD 88     -       199.     (meters)     653.     (feet)  SCALED    
 LB2190  ___________________________________________________________________
 LB2190  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 LB2190  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 LB2190
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2190
 LB2190.The geoid height was determined by GEOID03.
 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     -  BROOK AZ MK                              038 33 30.4
 LB2190:UTM  16      -  BROOK AZ MK                              038 36 46.7
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2190.See file dsdata.txt to determine how the superseded data were derived.
 LB2190
 LB2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6895824030(NAD 83)
 LB2190_MARKER: DS = TRIANGULATION STATION DISK
 LB2190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2190
 LB2190  HISTORY     - Date     Condition        Report By
 LB2190  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3432 ***********************************************************************
 JZ3432  DESIGNATION -  BROOK
 JZ3432  PID         -  JZ3432
 JZ3432  STATE/COUNTY-  IN/HANCOCK
 JZ3432  USGS QUAD   -  MC CORDSVILLE (1984)
 JZ3432
 JZ3432                         *CURRENT SURVEY CONTROL
 JZ3432  ___________________________________________________________________
 JZ3432* NAD 83(1997)-  39 54 10.20509(N)    085 55 27.04578(W)     ADJUSTED  
 JZ3432* NAVD 88     -       259.0    (meters)     850.     (feet)  VERTCON   
 JZ3432  ___________________________________________________________________
 JZ3432  X           -     348,261.257 (meters)                     COMP
 JZ3432  Y           -  -4,887,415.923 (meters)                     COMP
 JZ3432  Z           -   4,069,859.643 (meters)                     COMP
 JZ3432  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 JZ3432  ELLIP HEIGHT-         225.27  (meters)          (05/25/99) GPS OBS
 JZ3432  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ3432
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3432
 JZ3432.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3432
 JZ3432.The ellipsoidal height was determined by GPS observations
 JZ3432.and is referenced to NAD 83.
 JZ3432
 JZ3432.The geoid height was determined by GEOID03.
 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                          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)  259.1    (m)          850.     (f) GPS OBS        
 JZ3432
 JZ3432.Superseded values are not recommended for survey control.
 JZ3432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3432.See file dsdata.txt to determine how the superseded data were derived.
 JZ3432
 JZ3432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK9196317527(NAD 83)
 JZ3432_MARKER: DH = HORIZONTAL CONTROL DISK
 JZ3432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3432_SP_SET: CONCRETE POST
 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 - June 29, 1988
 JZ3432
 JZ3432  HISTORY     - Date     Condition        Report By
 JZ3432  HISTORY     - 1986     MONUMENTED       NGS
 JZ3432  HISTORY     - 1988     GOOD
 JZ3432  HISTORY     - 19880629 GOOD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3433 ***********************************************************************
 JZ3433  DESIGNATION -  BROOK AZ MK
 JZ3433  PID         -  JZ3433
 JZ3433  STATE/COUNTY-  IN/HANCOCK
 JZ3433  USGS QUAD   -  MC CORDSVILLE (1984)
 JZ3433
 JZ3433                         *CURRENT SURVEY CONTROL
 JZ3433  ___________________________________________________________________
 JZ3433* NAD 83(1997)-  39 54 38.72047(N)    085 55 28.89372(W)     ADJUSTED  
 JZ3433* NAVD 88     -       257.5    (meters)     845.     (feet)  VERTCON   
 JZ3433  ___________________________________________________________________
 JZ3433  X           -     348,177.287 (meters)                     COMP
 JZ3433  Y           -  -4,886,855.054 (meters)                     COMP
 JZ3433  Z           -   4,070,533.328 (meters)                     COMP
 JZ3433  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 JZ3433  ELLIP HEIGHT-         223.74  (meters)          (05/25/99) GPS OBS
 JZ3433  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ3433
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3433
 JZ3433.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3433
 JZ3433.The ellipsoidal height was determined by GPS observations
 JZ3433.and is referenced to NAD 83.
 JZ3433
 JZ3433.The geoid height was determined by GEOID03.
 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                          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)          845.     (f) GPS OBS        
 JZ3433
 JZ3433.Superseded values are not recommended for survey control.
 JZ3433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3433.See file dsdata.txt to determine how the superseded data were derived.
 JZ3433
 JZ3433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK9190818405(NAD 83)
 JZ3433_MARKER: DZ = AZIMUTH MARK DISK
 JZ3433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3433_SP_SET: CONCRETE POST
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2649 ***********************************************************************
 LB2649  DESIGNATION -  BROOKSTON
 LB2649  PID         -  LB2649
 LB2649  STATE/COUNTY-  IN/WHITE
 LB2649  USGS QUAD   -  BROOKSTON (1986)
 LB2649
 LB2649                         *CURRENT SURVEY CONTROL
 LB2649  ___________________________________________________________________
 LB2649* NAD 83(1997)-  40 35 25.16397(N)    086 52 09.29018(W)     ADJUSTED  
 LB2649* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 LB2649  ___________________________________________________________________
 LB2649  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 LB2649  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 LB2649
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2649
 LB2649.The geoid height was determined by GEOID03.
 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 MUNICIPAL TANK                 011 29 27.7
 LB2649:UTM  16      -  BROOKSTON MUNICIPAL TANK                 011 32 42.9
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2649.See file dsdata.txt to determine how the superseded data were derived.
 LB2649
 LB2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1106493289(NAD 83)
 LB2649_MARKER: DS = TRIANGULATION STATION DISK
 LB2649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2648 ***********************************************************************
 LB2648  DESIGNATION -  BROOKSTON MUNICIPAL TANK
 LB2648  PID         -  LB2648
 LB2648  STATE/COUNTY-  IN/WHITE
 LB2648  USGS QUAD   -  BROOKSTON (1986)
 LB2648
 LB2648                         *CURRENT SURVEY CONTROL
 LB2648  ___________________________________________________________________
 LB2648* NAD 83(1997)-  40 36 08.64728(N)    086 51 57.54793(W)     ADJUSTED  
 LB2648* NAVD 88     -                                                        
 LB2648  ___________________________________________________________________
 LB2648  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 LB2648  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 LB2648
 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
 LB2648.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2648
 LB2648.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2648
 LB2648  NAD 83(1986)-  40 36 08.65351(N)    086 51 57.55841(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2648.See file dsdata.txt to determine how the superseded data were derived.
 LB2648
 LB2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1133894630(NAD 83)
 LB2648_MARKER: 51 = 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 = OCTOBER  6, 2006
 JZ3324 ***********************************************************************
 JZ3324  DESIGNATION -  BROOKVILLE
 JZ3324  PID         -  JZ3324
 JZ3324  STATE/COUNTY-  IN/FRANKLIN
 JZ3324  USGS QUAD   -  BROOKVILLE (1993)
 JZ3324
 JZ3324                         *CURRENT SURVEY CONTROL
 JZ3324  ___________________________________________________________________
 JZ3324* NAD 83(1997)-  39 27 03.72877(N)    085 00 29.20446(W)     ADJUSTED  
 JZ3324* NAVD 88     -       315.     (meters)    1033.     (feet)  SCALED    
 JZ3324  ___________________________________________________________________
 JZ3324  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 JZ3324  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JZ3324
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3324
 JZ3324.The geoid height was determined by GEOID03.
 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;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     -   0.99995592  x   1.00000621  =   0.99996213
 JZ3324!SPC OH S     -   0.99995592  x   0.99993658  =   0.99989250
 JZ3324!UTM  16      -   0.99995592  x   0.99996166  =   0.99991758
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3324.See file dsdata.txt to determine how the superseded data were derived.
 JZ3324
 JZ3324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7138768724(NAD 83)
 JZ3324_MARKER: DS = TRIANGULATION STATION DISK
 JZ3324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ3368 ***********************************************************************
 JZ3368  DESIGNATION -  BROWN
 JZ3368  PID         -  JZ3368
 JZ3368  STATE/COUNTY-  IN/JENNINGS
 JZ3368  USGS QUAD   -  AZALIA (1993)
 JZ3368
 JZ3368                         *CURRENT SURVEY CONTROL
 JZ3368  ___________________________________________________________________
 JZ3368* NAD 83(1997)-  39 07 15.16762(N)    085 47 21.59191(W)     ADJUSTED  
 JZ3368* NAVD 88     -       211.42   (+/-2cm)     693.6    (feet)  VERTCON   
 JZ3368  ___________________________________________________________________
 JZ3368  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 JZ3368  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ3368
 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ3368
 JZ3368.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3368
 JZ3368.The geoid height was determined by GEOID03.
 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     -   0.99997215  x   0.99996805  =   0.99994020
 JZ3368!UTM  16      -   0.99997215  x   0.99973487  =   0.99970703
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  211.54   (m)          694.0    (f) LEVELING    3  
 JZ3368
 JZ3368.Superseded values are not recommended for survey control.
 JZ3368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3368.See file dsdata.txt to determine how the superseded data were derived.
 JZ3368
 JZ3368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0465730889(NAD 83)
 JZ3368_MARKER: DS = TRIANGULATION STATION DISK
 JZ3368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1667 ***********************************************************************
 JA1667  DESIGNATION -  BROWN
 JA1667  PID         -  JA1667
 JA1667  STATE/COUNTY-  IN/JACKSON
 JA1667  USGS QUAD   -  BROWNSTOWN (1994)
 JA1667
 JA1667                         *CURRENT SURVEY CONTROL
 JA1667  ___________________________________________________________________
 JA1667* NAD 83(1997)-  38 52 41.62517(N)    086 02 57.57128(W)     ADJUSTED  
 JA1667* NAVD 88     -       201.47   (+/-2cm)     661.0    (feet)  VERTCON   
 JA1667  ___________________________________________________________________
 JA1667  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 JA1667  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JA1667
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1667
 JA1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1667
 JA1667.The geoid height was determined by GEOID03.
 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     -   0.99997366  x   0.99998024  =   0.99995390
 JA1667!UTM  16      -   0.99997366  x   0.99968373  =   0.99965740
 JA1667
 JA1667:                Primary Azimuth Mark                     Grid Az
 JA1667:SPC IN E     -  BROWNSTOWN MUNICIPAL SPIPE               044 09 07.1
 JA1667:UTM  16      -  BROWNSTOWN MUNICIPAL SPIPE               043 18 54.1
 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 (07/19/86)  201.59   (m)          661.4    (f) LEVELING    3  
 JA1667
 JA1667.Superseded values are not recommended for survey control.
 JA1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1667.See file dsdata.txt to determine how the superseded data were derived.
 JA1667
 JA1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8246203693(NAD 83)
 JA1667_MARKER: DS = TRIANGULATION STATION DISK
 JA1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA0596 ***********************************************************************
 LA0596  DESIGNATION -  BROWN RM 2
 LA0596  PID         -  LA0596
 LA0596  STATE/COUNTY-  IN/ADAMS
 LA0596  USGS QUAD   -  WREN (1994)
 LA0596
 LA0596                         *CURRENT SURVEY CONTROL
 LA0596  ___________________________________________________________________
 LA0596* NAD 83(1986)-  40 46 18.     (N)    084 48 08.     (W)     SCALED    
 LA0596* NAVD 88     -       248.854  (meters)     816.45   (feet)  ADJUSTED  
 LA0596  ___________________________________________________________________
 LA0596  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 LA0596  DYNAMIC HT  -         248.743 (meters)     816.08  (feet)  COMP
 LA0596  MODELED GRAV-     980,170.1   (mgal)                       NAVD 88
 LA0596
 LA0596  VERT ORDER  -  SECOND    CLASS 0
 LA0596
 LA0596.The horizontal coordinates were scaled from a topographic map and have
 LA0596.an estimated accuracy of +/- 6 seconds.
 LA0596
 LA0596.The orthometric height was determined by differential leveling
 LA0596.and adjusted by the National Geodetic Survey in June 1991..
 LA0596
 LA0596.The geoid height was determined by GEOID03.
 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     -   613,560.      172,980.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0596.See file dsdata.txt to determine how the superseded data were derived.
 LA0596
 LA0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL854157(NAD 83)
 LA0596_MARKER: DR = REFERENCE MARK DISK
 LA0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0596_STAMPING: BROWN NO 2 1932
 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 = OCTOBER  6, 2006
 ME2462 ***********************************************************************
 ME2462  DESIGNATION -  BROWN TRUCKING CO RADIO MAST
 ME2462  PID         -  ME2462
 ME2462  STATE/COUNTY-  IN/PORTER
 ME2462  USGS QUAD   -  MICHIGAN CITY WEST (1980)
 ME2462
 ME2462                         *CURRENT SURVEY CONTROL
 ME2462  ___________________________________________________________________
 ME2462* NAD 83(1997)-  41 40 34.69781(N)    086 58 20.60996(W)     ADJUSTED  
 ME2462* NAVD 88     -                                                        
 ME2462  ___________________________________________________________________
 ME2462  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 ME2462  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 ME2462
 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
 ME2462.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2462
 ME2462.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2462
 ME2462  NAD 83(1994)-  41 40 34.70302(N)    086 58 20.61386(W) AD(       ) 4
 ME2462  NAD 83(1986)-  41 40 34.70277(N)    086 58 20.61392(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2462.See file dsdata.txt to determine how the superseded data were derived.
 ME2462
 ME2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0229813838(NAD 83)
 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 = OCTOBER  6, 2006
 KA1962 ***********************************************************************
 KA1962  DESIGNATION -  BROWNSBURG MUNICIPAL TANK
 KA1962  PID         -  KA1962
 KA1962  STATE/COUNTY-  IN/HENDRICKS
 KA1962  USGS QUAD   -  BROWNSBURG (1980)
 KA1962
 KA1962                         *CURRENT SURVEY CONTROL
 KA1962  ___________________________________________________________________
 KA1962* NAD 83(1997)-  39 50 32.06407(N)    086 23 49.89541(W)     ADJUSTED  
 KA1962* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 KA1962  ___________________________________________________________________
 KA1962  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 KA1962  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KA1962
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1962
 KA1962.The geoid height was determined by GEOID03.
 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;SPC IN E     -   510,257.015    37,475.978   MT  1.00001478   -0 28 05.0
 KA1962;SPC IN E     - 1,674,068.22    122,952.44   sFT  1.00001478   -0 28 05.0
 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     -   0.99996288  x   1.00000911  =   0.99997199
 KA1962!SPC IN E     -   0.99996288  x   1.00001478  =   0.99997766
 KA1962!UTM  16      -   0.99996288  x   0.99963274  =   0.99959564
 KA1962
 KA1962                          SUPERSEDED SURVEY CONTROL
 KA1962
 KA1962  NAD 83(1986)-  39 50 32.06856(N)    086 23 49.89000(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1962.See file dsdata.txt to determine how the superseded data were derived.
 KA1962
 KA1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK5157410421(NAD 83)
 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 = OCTOBER  6, 2006
 JA1668 ***********************************************************************
 JA1668  DESIGNATION -  BROWNSTOWN JACKSON CO CTHSE
 JA1668  PID         -  JA1668
 JA1668  STATE/COUNTY-  IN/JACKSON
 JA1668  USGS QUAD   -  BROWNSTOWN (1994)
 JA1668
 JA1668                         *CURRENT SURVEY CONTROL
 JA1668  ___________________________________________________________________
 JA1668* NAD 83(1997)-  38 52 42.61015(N)    086 02 29.48501(W)     ADJUSTED  
 JA1668* NAVD 88     -                                                        
 JA1668  ___________________________________________________________________
 JA1668  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 JA1668  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JA1668
 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
 JA1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1668
 JA1668.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1668
 JA1668  NAD 83(1993)-  38 52 42.61423(N)    086 02 29.48414(W) AD(       ) 4
 JA1668  NAD 83(1986)-  38 52 42.61344(N)    086 02 29.48670(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1668.See file dsdata.txt to determine how the superseded data were derived.
 JA1668
 JA1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8313903731(NAD 83)
 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 = OCTOBER  6, 2006
 JA1666 ***********************************************************************
 JA1666  DESIGNATION -  BROWNSTOWN MUNICIPAL SPIPE
 JA1666  PID         -  JA1666
 JA1666  STATE/COUNTY-  IN/JACKSON
 JA1666  USGS QUAD   -  BROWNSTOWN (1994)
 JA1666
 JA1666                         *CURRENT SURVEY CONTROL
 JA1666  ___________________________________________________________________
 JA1666* NAD 83(1997)-  38 52 51.77178(N)    086 02 45.07368(W)     ADJUSTED  
 JA1666* NAVD 88     -                                                        
 JA1666  ___________________________________________________________________
 JA1666  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 JA1666  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JA1666
 JA1666  HORZ ORDER  -  THIRD
 JA1666
 JA1666.The horizontal coordinates were established by classical geodetic methods
 JA1666.and adjusted by the National Geodetic Survey in May 1999..
 JA1666
 JA1666
 JA1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1666
 JA1666.The geoid height was determined by GEOID03.
 JA1666
 JA1666;                    North         East     Units Scale Factor Converg.
 JA1666;SPC IN E     -   403,359.662    67,098.499   MT  0.99997999   -0 14 16.9
 JA1666;SPC IN E     - 1,323,355.82    220,138.99   sFT  0.99997999   -0 14 16.9
 JA1666;UTM  16      - 4,304,009.031   582,760.173   MT  0.99968434   +0 35 56.2
 JA1666
 JA1666                          SUPERSEDED SURVEY CONTROL
 JA1666
 JA1666  NAD 83(1993)-  38 52 51.77595(N)    086 02 45.07285(W) AD(       ) 4
 JA1666  NAD 83(1986)-  38 52 51.77507(N)    086 02 45.07537(W) AD(       ) 4
 JA1666  NAD 27      -  38 52 51.58100(N)    086 02 45.15700(W) AD(       ) 3
 JA1666
 JA1666.Superseded values are not recommended for survey control.
 JA1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1666.See file dsdata.txt to determine how the superseded data were derived.
 JA1666
 JA1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8276004009(NAD 83)
 JA1666_MARKER: 52 = STANDPIPE TANK
 JA1666
 JA1666  HISTORY     - Date     Condition        Report By
 JA1666  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1666  HISTORY     - 20030925 MARK NOT FOUND   INDIV
 JA1666  HISTORY     - 20060621 MARK NOT FOUND   INDIV
 JA1666
 JA1666                          STATION DESCRIPTION
 JA1666
 JA1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 JA1666'THIS IS AN INTERSECTION STATION.
 JA1666'
 JA1666'THE STATION IS THE APEX OF THE POINTED TOP OF THE STANDPIPE, LOCATED
 JA1666'0.25 MILE WEST OF THE MAIN BUSINESS DISTRICT IN BROWNSTOWN, AND
 JA1666'180 FEET NORTH OF WALNUT STREET. THE STANDPIPE IS CYLINDRICAL IN
 JA1666'SHAPE, BLACK IN COLOR, AND IS ABOUT 50 FEET HIGH. IT IS ABOUT
 JA1666'15 FEET IN DIAMETER.
 JA1666
 JA1666                          STATION RECOVERY (2003)
 JA1666
 JA1666'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JRW)
 JA1666'STANDPIPE WAS REMOVED SEVERAL YEARS AGO, AFTER AN ELEVATED STORAGE
 JA1666'TANK WAS BUILT ABOUT 0.8 KM (0.5 MI) WEST-SOUTHWEST OF STANDPIPE.
 JA1666
 JA1666                          STATION RECOVERY (2006)
 JA1666
 JA1666'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JRW)
 JA1666'STANDPIPE REMOVED AS DESCRIBED IN 2003.  NEW STANDPIPE ERECTED ON THE
 JA1666'SAME PROPERTY, BUT IN DIFFERENT LOCATION ON PROPERTY, WITHIN LAST 2 OR
 JA1666'3 YEARS.  DO NOT USE PREVIOUS LOCATION DATA FOR CURRENT STANDPIPE
 JA1666'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2583 ***********************************************************************
 ME2583  DESIGNATION -  BRUNSWICK
 ME2583  PID         -  ME2583
 ME2583  STATE/COUNTY-  IN/LAKE
 ME2583  USGS QUAD   -  DYER (1990)
 ME2583
 ME2583                         *CURRENT SURVEY CONTROL
 ME2583  ___________________________________________________________________
 ME2583* NAD 83(1997)-  41 22 39.05448(N)    087 31 30.73090(W)     ADJUSTED  
 ME2583* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 ME2583  ___________________________________________________________________
 ME2583  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 ME2583  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 ME2583
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2583
 ME2583.The geoid height was determined by GEOID03.
 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;SPC IL E     -   523,281.805   367,601.365   MT  1.00003122   +0 32 03.2
 ME2583;SPC IL E     - 1,716,800.39  1,206,038.81   sFT  1.00003122   +0 32 03.2
 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!SPC IL E     -   0.99996934  x   1.00003122  =   1.00000055
 ME2583!UTM  16      -   0.99996934  x   0.99962374  =   0.99959309
 ME2583
 ME2583:                Primary Azimuth Mark                     Grid Az
 ME2583:SPC IN W     -  ST JOHN RAD STA KSC 268 MAST             029 36 49.0
 ME2583:SPC IL E     -  ST JOHN RAD STA KSC 268 MAST             028 47 14.3
 ME2583:UTM  16      -  ST JOHN RAD STA KSC 268 MAST             029 40 07.3
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2583.See file dsdata.txt to determine how the superseded data were derived.
 ME2583
 ME2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5608380799(NAD 83)
 ME2583_MARKER: DS = TRIANGULATION STATION DISK
 ME2583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2583'BRUNSWICK ON PROPERTY OF MR. EARL BELL.  IT IS 105 FEET NORTHWEST OF
 ME2583'THE NORTHWEST CORNER OF MR. BELLS
 ME2583'HOUSE, 59 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 41
 ME2583'FEET WEST OF THE CENTER OF A GRAVEL DRIVEWAY, 30
 ME2583'FEET SOUTHEAST OF A WHITE WITNESS POST
 ME2583'AND 28 FEET NORTH OF THE NORTHEAST CORNER OF A CORN CRIB.  THE MARK
 ME2583'IS ABOUT 14 INCHES BELOW THE
 ME2583'SURFACE OF THE GROUND AND THE DISK 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
 ME2583'CENTER OF THE DRIVEWAY AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS
 ME2583'ABOUT 2 INCHES AND THE DISK IS
 ME2583'STAMPED 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
 ME2583'TREE AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES
 ME2583'AND THE DISK IS STAMPED BRUNSWICK
 ME2583'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
 ME2583'NO. 26, 1 FOOT WEST OF A FENCE AND 1 FOOT SOUTH OF A WHITE WITNESS
 ME2583'POST.  THE MARK PROJECTS ABOUT 6
 ME2583'INCHES 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
 ME2583'PAVED ROAD FOR 2.05 MILES TO A T-INTERSECTION IN BRUNSWICK, TURN
 ME2583'RIGHT AND GO NORTH ON PAVED ROAD
 ME2583'FOR 0.15 MILE TO A GRAVEL SIDE ROAD LEFT, TURN LEFT AND
 ME2583'GO WEST ON GRAVEL ROAD FOR 0.9 MILE TO A FARM ON
 ME2583'THE LEFT AND STATION AS DESCRIBED, CONTINUE
 ME2583'WEST ON GRAVEL ROAD FOR 0.05 MILE TO A GRAVEL SIDE ROAD RIGHT, TURN
 ME2583'RIGHT AND GO NORTH ON GRAVEL
 ME2583'ROAD FOR 0.5 MILE TO THE 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
 ME2583'HOUSE MENTIONED IN
 ME2583'THE DESCRIPTION HAS BEEN TORN DOWN BUT THE CONCRETE
 ME2583'FOUNDATION REMAINS.  THIS AREA IS NOW
 ME2583'A BARN YARD.  THE PROPERTY IS OWNED
 ME2583'BY MR. DON DUST.  THE AZIMUTH MARK IS 1 FOOT NORTH OF A
 ME2583'METAL WITNESS POST.
 ME2583'
 ME2583'AIRLINE DISTANCE AND DIRECTION FROM NEREST TOWN- 3 MILES WEST OF
 ME2583'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 = OCTOBER  6, 2006
 MD1495 ***********************************************************************
 MD1495  CBN         -  This is a Cooperative Base Network Control Station.
 MD1495  DESIGNATION -  BRUSHY
 MD1495  PID         -  MD1495
 MD1495  STATE/COUNTY-  IN/LAGRANGE
 MD1495  USGS QUAD   -  MONGO (1992)
 MD1495
 MD1495                         *CURRENT SURVEY CONTROL
 MD1495  ___________________________________________________________________
 MD1495* NAD 83(1997)-  41 37 48.15660(N)    085 16 13.57090(W)     ADJUSTED  
 MD1495* NAVD 88     -       302.9    (meters)     994.     (feet)  GPS OBS   
 MD1495  ___________________________________________________________________
 MD1495  X           -     393,678.631 (meters)                     COMP
 MD1495  Y           -  -4,758,339.374 (meters)                     COMP
 MD1495  Z           -   4,215,157.918 (meters)                     COMP
 MD1495  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 MD1495  ELLIP HEIGHT-         269.70  (meters)          (04/10/98) GPS OBS
 MD1495  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 MD1495
 MD1495  HORZ ORDER  -  B
 MD1495  ELLP ORDER  -  FOURTH    CLASS I
 MD1495
 MD1495.The horizontal coordinates were established by GPS observations
 MD1495.and adjusted by the National Geodetic Survey in April 1998..
 MD1495
 MD1495.The orthometric height was determined by GPS observations and a
 MD1495.high-resolution geoid model.
 MD1495
 MD1495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1495
 MD1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1495
 MD1495.The ellipsoidal height was determined by GPS observations
 MD1495.and is referenced to NAD 83.
 MD1495
 MD1495.The geoid height was determined by GEOID03.
 MD1495
 MD1495;                    North         East     Units Scale Factor Converg.
 MD1495;SPC IN E     -   708,604.338   133,016.374   MT  0.99998008   +0 15 47.6
 MD1495;SPC IN E     - 2,324,812.73    436,404.55   sFT  0.99998008   +0 15 47.6
 MD1495;UTM  16      - 4,610,146.470   644,067.632   MT  0.99985542   +1 08 57.0
 MD1495
 MD1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1495!SPC IN E     -   0.99995770  x   0.99998008  =   0.99993778
 MD1495!UTM  16      -   0.99995770  x   0.99985542  =   0.99981313
 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                                       2051433.3 |
 MD1495| MD1506 LAGRANGE MUNICIPAL TANK             APPROX.12.5 KM 2765826.7 |
 MD1495| MD1510 LAGRANGE CO COURTHOUSE DOME         APPROX.12.4 KM 2772506.1 |
 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(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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1495.See file dsdata.txt to determine how the superseded data were derived.
 MD1495
 MD1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4406810146(NAD 83)
 MD1495_MARKER: DS = TRIANGULATION STATION DISK
 MD1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1495_STAMPING: BRUSHY 1946
 MD1495_MARK LOGO: CGS   
 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     SEE DESCRIPTION  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
 MD1495'MILES NORTH OF SOUTH MILFORD.  IT IS 27 FEET NORTH OF AN EAST-WEST
 MD1495'FENCE LINE AND 37 FEET EAST OF THE
 MD1495'SOUTHEAST CORNER OF THE BARN.  THE MARK IS FLUSH AND THE DISK
 MD1495'IS 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
 MD1495'FENCE LINE AND 90 FEET EAST OF THE NORTHEAST CORNER OF THE BARN.  THE
 MD1495'MARK PROJECTS ABOUT 4 INCHES AND THE
 MD1495'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
 MD1495'FEET NORTH OF THE NORTHEAST CORNER OF THE BARN.  THE MARK PROJECTS
 MD1495'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
 MD1495'HIGHWAY 3 AND A GRAVEL CROSS ROAD.  IT IS IN THE FENCE CORNER OF THE
 MD1495'TWO ROADS.  THE MARK PROJECTS ABOUT
 MD1495'3 INCHES 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
 MD1495'MR. NOTESTINES FARMHOUSE ON THE RIGHT, TURN RIGHT INTO FARM DRIVE AND
 MD1495'GO TO THE LARGE BARN AND STATION IN
 MD1495'THE REAR AS DESCRIBED.
 MD1495'
 MD1495'TO REACH THE AZIMUTH MARK FROM THE FARMHOUSE GO SOUTH ON HIGHWAY 3
 MD1495'FOR 0.25 MILE TO A CROSSROAD AND
 MD1495'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
 MD1495'AS DESCRIBED EXCEPT BARN IS REMOVED.
 MD1495'REFERENCE MARK NO. 3 WAS SET AT 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
 MD1495'WITH NO. 20 U.S. HIGHWAY, AT THE SE ONE OF TWO HWY. CURVES, AN
 MD1495'ESTIMATED 150 YARDS E OF THE HIGHWAY,
 MD1495'IN THE BARNYARD OF MR. BOB NOTESTINE, 253 FEET E OF SE CORNER OF THE
 MD1495'SOUTHERLY ONE OF SEVERAL BARNS, 13 FEET N OF
 MD1495'PROJECTED PLANE OF S WALL OF SAME, 69 FEET S OF ONE
 MD1495'FENCE, 57 FEET W OF ANOTHER, AND 28 FEET N OF ANOTHER,
 MD1495'STANDARD DISKS STAMPED BRUSHY 1946,
 MD1495'NOTES 1A AND 7A WITH 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
 MD1495'AZIMUTH 221 DEG. 36 MIN. FROM THE STATION, 1 FOOT W OF A FENCE, AND
 MD1495'10 FEET S OF THE PROJECTED LINE OF THE N FENCE
 MD1495'OF THE BARNYARD.
 MD1495'
 MD1495'REFERENCE STAMPED BRUSHY NO. 3 1946 1960, NOTE 11B, PROJECTS 0.5
 MD1495'FOOT, IS 22.327 METERS OR 73.25 FEET
 MD1495'NNW IN AZIMUTH 153 DEG. 31 MIN. FROM THE STATION, 77-1/2 FEET E OF A
 MD1495'5-INCH IRON PIPE GATEPOST, AND A FOOT S OF A
 MD1495'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
 MD1495'FEET W OF CENTER LINE OF 20-FOOT ASPHALT PAVEMENT OF NO. 3 HWY., 23
 MD1495'FEET S OF CENTER LINE OF E-W ASPHALT
 MD1495'ROAD, AND 5 FEET W OF STEEL WITNESS POST.  THE ARROW POINTS
 MD1495'AN ESTIMATED 15 DEGREES TO THE RIGHT OF THE
 MD1495'STATION.
 MD1495
 MD1495                          STATION RECOVERY (1997)
 MD1495
 MD1495'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 MD1495'NO DESCRIPTION TEXT SUBMITTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2570 ***********************************************************************
 ME2570  DESIGNATION -  BRYANT
 ME2570  PID         -  ME2570
 ME2570  STATE/COUNTY-  IN/LAKE
 ME2570  USGS QUAD   -  LEROY (1992)
 ME2570
 ME2570                         *CURRENT SURVEY CONTROL
 ME2570  ___________________________________________________________________
 ME2570* NAD 83(1997)-  41 17 22.35321(N)    087 15 27.34087(W)     ADJUSTED  
 ME2570* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 ME2570  ___________________________________________________________________
 ME2570  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 ME2570  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ME2570
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2570
 ME2570.The geoid height was determined by GEOID03.
 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     -   0.99997298  x   0.99996929  =   0.99994227
 ME2570!UTM  16      -   0.99997298  x   0.99960573  =   0.99957872
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2570.See file dsdata.txt to determine how the superseded data were derived.
 ME2570
 ME2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7843170932(NAD 83)
 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             CGS
 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
 ME2570'MR. JOHN BRYANT.  IT IS 66 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 ME2570'2, 14 FEET EAST OF THE CENTER OF A
 ME2570'DIRT ROAD, 11 FEET NORTH OF A WHITE WITNESS POST AND
 ME2570'2 FEET WEST OF A FENCE.  THE MARK PROJECTS ABOUT 6
 ME2570'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.
 ME2570'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BRYANT NO 1
 ME2570'1952.
 ME2570'
 ME2570'REFERENCE MARK NO. 2 IS 67 FEET EAST OF A POWER LINE POLE, 30 FEET
 ME2570'NORTH OF THE CENTER OF THE
 ME2570'HIGHWAY AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 4
 ME2570'INCHES AND THE DISK IS STAMPED BRYANT
 ME2570'NO 2 1952.
 ME2570'
 ME2570'BENCH MARK F 139 WAS USED AS THE AZIMUTH MARK.  IT IS 12 FEET NORTH
 ME2570'OF THE CENTER OF STATE HIGHWAY
 ME2570'2 AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS A STANDARD
 ME2570'U.S. COAST AND GEODETIC SURVEY
 ME2570'BENCH MARK DISK STAMPED F 139 1946 AND SET FLUSH IN A
 ME2570'DRILL HOLE IN THE CONCRETE ABUTMENT AT THE
 ME2570'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
 ME2570'OF HEBRON, GO WEST ON HIGHWAY 2 FOR 2.45 MILES TO A STEEL BRIDGE AND
 ME2570'BENCH MARK F 139 ON THE RIGHT AS
 ME2570'DESCRIBED, CONTINUE WEST ON HIGHWAY FOR 0.55 MILE TO
 ME2570'A DIRT SIDE ROAD RIGHT AND THE STATION ON THE RIGHT
 ME2570'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
 ME2570'GOOD CONDITION.
 ME2570'THE BENCH MARK THAT WAS USED AS THE AZIMUTH MARK HAS
 ME2570'BEEN DESTROYED AND A RESET MARK
 ME2570'STAMPED F 139 RESET 1963 FOUND IN ITS
 ME2570'PLACE.  NO RECORD COULD BE FOUND IF THIS MARK WAS
 ME2570'TIED INTO THE STATION
 ME2570'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 COAST AND 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.  THE
 ME2570'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.  TO
 ME2570'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 53 WHICH
 ME2570'IS ABOUT 2.0 MILES (3.2 KM) SOUTH OF HEBRON, GO WEST ON HIGHWAY 2 FOR
 ME2570'2.45 MILES (3.94 KM) TO A CONCRETE BRIDGE OVER EAGLE CREEK AND THE
 ME2570'AZIMUTH MARK SET IN THE SOUTHEAST CORNER OF THE BRIDGE.  CONTINUE WEST
 ME2570'ON HIGHWAY 2 FOR 0.55 MILE (0.89 KM) TO A GRAVEL DIRT ROAD RIGHT AND
 ME2570'THE STATION AS DESCRIBED.  THE STATION IS A STANDARD, CGS, DISK
 ME2570'STAMPED,---BRYANT 1952---, SET INTO THE TOP OF A SQUARE CONCRETE
 ME2570'MONUMENT, 12 INCHES, 37 CM IN DIAMETER, PROJECTING, 6 INCHES, 18 CM
 ME2570'ABOVE THE GROUND.  THE STATION IS LOCATED 20.117 METERS (66.001 FT)
 ME2570'NORTH FROM THE APPROXIMATE CENTER OF HIGHWAY 2, 4.267 METERS (13.999
 ME2570'FT) EAST FROM THE APPROXIMATE CENTER OF THE GRAVEL DIRT ROAD, 11.735
 ME2570'METERS (38.501 FT) NORTH FROM A UTILITY POLE WITH TRANSFORMER AND
 ME2570'0.457 METERS (1.499 FT) WEST FROM A METAL WITNESS POST. REFERENCE MARK
 ME2570'NO 1, IS A STANDARD, CGS, DISK STAMPED, BRYANT NO 1 1952----, SET INTO
 ME2570'THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES, 37 CM IN DIAMETER,
 ME2570'PROJECTING, 6 INCHES, 18 CM ABOVE THE GROUND.  THE STATION IS LOCATED
 ME2570'42.672 METERS (140.000 FT) NORTH FROM THE APPROXIMATE CENTER OF
 ME2570'HIGHWAY 2, 4.267 METERS (13.999 FT) EAST FROM THE APPROXIMATE CENTER
 ME2570'OF GRAVEL DIRT ROAD, AND 0.305 METERS (1.001 FT) WEST FROM A WITNESS
 ME2570'POST, AND LEVEL WITH THE STATION. REFERENCE MARK NO 2, IS A STANDARD,
 ME2570'CGS, DISK STAMPED,---BRYANT NO 2 1952---, SET INTO THE TOP OF A SQUARE
 ME2570'CONCRETE MONUMENT, 12 INCHES, 37 CM IN DIAMETER, PROJECTING, 4 INCHES,
 ME2570'12 CM ABOVE THE GROUND.  THE STATION IS LOCATED 25.908 METERS (85.000
 ME2570'FT) EAST FROM THE APPROXIMATE CENTER OF THE GRAVEL DIRT ROAD, 9.144
 ME2570'METERS (30.000 FT) NORTH FROM THE APPROXIMATE CENTER OF HIGHWAY 2,
 ME2570'19.660 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'AZIMUTH MARK NO 2, IS A STANDARD, NGS, DISK STAMPED,---BRYANT 1952 NO
 ME2570'2 1982---, CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE
 ME2570'BRIDGE OVER EAGLE CREEK.  THE STATION IS LOCATED 9.449 METERS (31.001
 ME2570'FT) WEST FROM THE APPROXIMATE CENTER OF A FIELD ENTRANCE ROAD ALONG
 ME2570'EAGLE CREEK, 5.486 METERS (17.999 FT) SOUTH FROM THE APPROXIMATE
 ME2570'CENTER OF HIGHWAY 2 AND 0.762 METERS (2.500 FT) NORTH FROM A WITNESS
 ME2570'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2383 ***********************************************************************
 LA2383  DESIGNATION -  BRYANT
 LA2383  PID         -  LA2383
 LA2383  STATE/COUNTY-  IN/JAY
 LA2383  USGS QUAD   -  GENEVA (1994)
 LA2383
 LA2383                         *CURRENT SURVEY CONTROL
 LA2383  ___________________________________________________________________
 LA2383* NAD 83(1997)-  40 32 28.78994(N)    084 55 47.42386(W)     ADJUSTED  
 LA2383* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 LA2383  ___________________________________________________________________
 LA2383  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 LA2383  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 LA2383
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2383
 LA2383.The geoid height was determined by GEOID03.
 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     -   0.99996434  x   1.00001461  =   0.99997895
 LA2383!UTM  16      -   0.99996434  x   0.99997832  =   0.99994266
 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                                       2714430.6 |
 LA2383| CF2948 BRYANT AZ MK RESET                                 2723120.6 |
 LA2383| LA0533 L 227 RESET                          26.203 METERS 28427     |
 LA2383| LA0532 L 227                                22.925 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2383.See file dsdata.txt to determine how the superseded data were derived.
 LA2383
 LA2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7531189902(NAD 83)
 LA2383_MARKER: DS = TRIANGULATION STATION DISK
 LA2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2383_SP_SET: SET IN TOP OF CONCRETE POST
 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     SEE DESCRIPTION  CGS
 LA2383  HISTORY     - 1963     SEE DESCRIPTION  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
 LA2383'MILES EAST OF BRYANT, 74 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 LA2383'67 AND 33 FEET NORTH OF THE
 LA2383'CENTER OF THE 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
 LA2383'1/2 MILES SOUTH OF GENEVA, GO EAST ON STATE HIGHWAY 67 FOR 1.5 MILES
 LA2383'TO THE AZIMUTH MARK ON THE LEFT AS
 LA2383'DESCRIBED, CONTINUE ON HIGHWAY FOR 0.4 MILE TO THE
 LA2383'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
 LA2383'GROUND, AND THE DISK IS STAMPED BRYANT NO 1 1955.
 LA2383'
 LA2383'BENCH MARK L 227 IS 27 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 21
 LA2383'FEET EAST OF A POWERLINE
 LA2383'POLE, 1 FOOT EAST OF A 4 INCH X 4 INCH WHITE WITNESS POST AND 1 FOOT
 LA2383'NORTH OF A FENCE.  THE DISK IS CEMENTED
 LA2383'IN THE TOP OF AN 8 INCH X 8 INCH CONCRETE POST WHICH PROJECTS 2
 LA2383'INCHES.  IT IS A STANDARD U.S. COAST AND
 LA2383'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
 LA2383'A DRIVEWAY, 2 FEET EAST OF A 4 INCH X 4 INCH WHITE WITNESS POST AND 1
 LA2383'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
 LA2383'CONDITION.  REFERENCE MARK 1, BENCH MARK L 227 AND THE AZIMUTH MARK
 LA2383'WERE MOVED AT THE REQUEST OF THE
 LA2383'HIGHWAY DEPARTMENT.  THE DISTANCE AND DIRECTION TO REFERENCE
 LA2383'MARK 1 CHECKED.  THE DIRECTION TO BENCH MARK L
 LA2383'227 CHECKED BUT THE DISTANCE WAS FOUND TO
 LA2383'BE 0.04 FOOT SHORTER THAN PREVIOUSLY MEASURED.  THE DISTANCE TO
 LA2383'THE AZIMUTH MARK CHECKED.  A COMPLETE
 LA2383'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
 LA2383'PROPERTY OF MR. IRVIN CAMPBELL.  IT IS 72 FEET SOUTH OF THE
 LA2383'CENTERLINE OF STATE HIGHWAY 67, 86
 LA2383'FEET SOUTHEAST OF A POWER POLE AND 30 FEET NORTH OF THE
 LA2383'CENTER OF THE NORTH END OF A BARN.  THE
 LA2383'MONUMENT IS FLUSH AND THE DISK IS STAMPED
 LA2383'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
 LA2383'1/2 MILES SOUTH OF GENEVA, GO EAST ON HIGHWAY 67 FOR 1.5 MILES TO A
 LA2383'LARGE BARN AND THE AZIMUTH MARK
 LA2383'ON THE LEFT.  CONTINUE EAST ON HIGHWAY 67 FOR 0.4 MILE
 LA2383'TO THE STATION ON THE RIGHT.
 LA2383'
 LA2383'REFERENCE MARK 2 IS 84 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 LA2383'BARN, 102 FEET WEST OF THE
 LA2383'CENTERLINE OF A DRIVEWAY AND 52 FEET SOUTH OF THE CENTERLINE OF
 LA2383'HIGHWAY 67.  THE MONUMENT IS FLUSH
 LA2383'AND THE DISK 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
 LA2383'227 1947 RESET 1962 SET IN THE TOP OF A ROUND CONCRETE POST THAT
 LA2383'PROJECTS 3 INCHES.  IT IS 84 FEET
 LA2383'NORTHWEST OF THE NORTHWEST CORNER OF THE BARN, 47 FEET
 LA2383'SOUTH OF THE CENTERLINE OF HIGHWAY 67 AND 1
 LA2383'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
 LA2383'THE CENTERLINE OF HIGHWAY 67, 2 FEET SOUTH OF A WITNESS POST AND 1
 LA2383'FOOT SOUTH OF A FENCE CORNER.  THE
 LA2383'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LA2383'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
 LA2383'RECOVERY NOTE OF V.B.M. IN 1962.
 LA2383'
 LA2383'ABOUT 1.9 MILES E ALONG NO. 67 INDIANA HWY. FROM ITS INTERSECTION
 LA2383'WITH NO. 27 U. S.  HWY. WHICH
 LA2383'INTERSECTION IS ABOUT 0.55 MILE N OF THE MAIN STREET IN BRYANT, AN
 LA2383'ESTIMATED 75 YARDS E OF FRAME HOUSE
 LA2383'WHICH IS ON CREST OF RIDGE, 87.6 FEET ESE OF CENTER OF CREOSOTED
 LA2383'POWER POLE, 73-1/2 FEET S OF CENTER LINE
 LA2383'OF 24-FOOT PAVEMENT OF HWY., ABOUT 6 FEET HIGHER
 LA2383'THAN SAME, 34.3 FEET NNW OF NE CORNER OF CONCRETE
 LA2383'FOUNDATION OF BARN, 11.6 FEET W OF PROJECTED
 LA2383'PLANE OF E WALL OF SAME, STANDARD DISKS STAMPED BRYANT 1955, NOTES
 LA2383'1A AND 7A, FLUSH.
 LA2383'
 LA2383'REFERENCE STAMPED BRYANT NO 2 1955, NOTE 11B, 0.1 FOOT UNDERGROUND,
 LA2383'IS 81.01 FEET OR (24.692 METERS)
 LA2383'ENE IN AZIMUTH 254 DEG 44 MIN FROM STATION, 55 FEET S OF CENTER LINE
 LA2383'OF HWY., 6.3 FEET HIGHER THAN SAME, AND
 LA2383'9.5 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
 LA2383'POST, FLUSH, 85.95 FEET OR 26.198 METERS WNW IN AZIMUTH 104 DEG 27
 LA2383'MIN FROM STATION, 84-1/2 FEET NW OF NW CORNER OF
 LA2383'BARN, 50 FEET S OF CENTER LINE OF HWY., 3.0 FEET
 LA2383'HIGHER THAN SAME, AND 1.5 FEET ESE OF CENTER OF
 LA2383'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
 LA2383'AZIMUTH 92 DEG 31 MIN 18.1 SEC FROM STATION, 40 YARDS E OF CREST OF
 LA2383'RIDGE, 49 FEET N OF CENTER LINE OF HWY., 3.1
 LA2383'FEET HIGHER THAN SAME, 16.3 FEET E OF NO. 60180 CREOSOTED
 LA2383'TELEPHONE POLE, ONE FOOT S OF FENCE CORNER,
 LA2383'AND 1.9 FEET S OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1902 ***********************************************************************
 JA1902  DESIGNATION -  BRYANTSVILLE
 JA1902  PID         -  JA1902
 JA1902  STATE/COUNTY-  IN/LAWRENCE
 JA1902  USGS QUAD   -  GEORGIA (1993)
 JA1902
 JA1902                         *CURRENT SURVEY CONTROL
 JA1902  ___________________________________________________________________
 JA1902* NAD 83(1997)-  38 44 06.74013(N)    086 34 38.75824(W)     ADJUSTED  
 JA1902* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 JA1902  ___________________________________________________________________
 JA1902  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 JA1902  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JA1902
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1902
 JA1902.The geoid height was determined by GEOID03.
 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     -   0.99996173  x   0.99999048  =   0.99995221
 JA1902!UTM  16      -   0.99996173  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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1902.See file dsdata.txt to determine how the superseded data were derived.
 JA1902
 JA1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3672787477(NAD 83)
 JA1902_MARKER: DS = TRIANGULATION STATION DISK
 JA1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1902'OF THE RAILROAD SIDING OF GEORGIA.  IT IS 90.04
 JA1902'FEET SOUTH OF THE BRYANTSVILLE
 JA1902'LOOKOUT TOWER, 60 FEET NORTHWEST OF
 JA1902'THE JUNCTION OF TWO TRACK ROADS AND 78 FEET SOUTH
 JA1902'OF THE SOUTHEAST
 JA1902'LEG OF THE LOOKOUT TOWER.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 JA1902'STAMPED BRYANTSVILLE 1946.
 JA1902'
 JA1902'REFERENCE MARK NO 1 IS 79.26 FEET SOUTH OF THE STATION, 31.5 FEET OF
 JA1902'THE APPROXIMATE
 JA1902'CENTERLINE OF A TRACK ROAD AND 15 FEET SOUTHEAST OF A
 JA1902'24-INCH HICKORY TREE.  THE
 JA1902'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
 JA1902'SOUTH OF THE NORTH EDGE OF
 JA1902'A CLEARING AND 7 FEET NORTHEAST LEG OF THE LOOKOUT
 JA1902'TOWER.  THE MARK PROJECTS 1 INCH
 JA1902'AND THE DISK IS STAMPED 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,
 JA1902'AND 6 FEET WEST OF A TELEPHONE POLE.  THE MARK IS FLUSH WITH THE
 JA1902'GROUND AND THE
 JA1902'DISK IS STAMPED BRYANTSVILLE 1946.
 JA1902'
 JA1902'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 60 AND 37 IN
 JA1902'THE VILLAGE OF
 JA1902'MITCHELL, GO WESTERLY ON STATE HIGHWAY 60 FOR 5 MILES TO
 JA1902'THE GEORGIA RAILROAD SIDING
 JA1902'AND A GRAVELED CROSSROAD.  TURN RIGHT ON
 JA1902'GRAVELED ROAD AND GO 0.2 MILE TO A T ROAD
 JA1902'INTERSECTION, THENCE LEFT
 JA1902'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 JA1902'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 = OCTOBER  6, 2006
 JA1901 ***********************************************************************
 JA1901  DESIGNATION -  BRYANTSVILLE LOOKOUT TOWER
 JA1901  PID         -  JA1901
 JA1901  STATE/COUNTY-  IN/LAWRENCE
 JA1901  USGS QUAD   -  GEORGIA (1993)
 JA1901
 JA1901                         *CURRENT SURVEY CONTROL
 JA1901  ___________________________________________________________________
 JA1901* NAD 83(1997)-  38 44 07.60161(N)    086 34 39.04288(W)     ADJUSTED  
 JA1901* NAVD 88     -                                                        
 JA1901  ___________________________________________________________________
 JA1901  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 JA1901  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JA1901
 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
 JA1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1901
 JA1901.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1901
 JA1901  NAD 83(1986)-  38 44 07.60733(N)    086 34 39.04515(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1901.See file dsdata.txt to determine how the superseded data were derived.
 JA1901
 JA1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3672087504(NAD 83)
 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 = OCTOBER  6, 2006
 LB2580 ***********************************************************************
 LB2580  DESIGNATION -  BUCK
 LB2580  PID         -  LB2580
 LB2580  STATE/COUNTY-  IN/TIPPECANOE
 LB2580  USGS QUAD   -  LAFAYETTE EAST (1986)
 LB2580
 LB2580                         *CURRENT SURVEY CONTROL
 LB2580  ___________________________________________________________________
 LB2580* NAD 83(1997)-  40 29 21.76779(N)    086 48 50.23781(W)     ADJUSTED  
 LB2580* NAVD 88     -       190.24   (+/-2cm)     624.1    (feet)  VERTCON   
 LB2580  ___________________________________________________________________
 LB2580  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 LB2580  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 LB2580
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2580
 LB2580.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2580
 LB2580.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 (07/19/86)  190.34   (m)          624.5    (f) LEVELING    3  
 LB2580
 LB2580.Superseded values are not recommended for survey control.
 LB2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2580.See file dsdata.txt to determine how the superseded data were derived.
 LB2580
 LB2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1576782093(NAD 83)
 LB2580_MARKER: DS = TRIANGULATION STATION DISK
 LB2580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1754 ***********************************************************************
 JA1754  DESIGNATION -  BUCK
 JA1754  PID         -  JA1754
 JA1754  STATE/COUNTY-  IN/HARRISON
 JA1754  USGS QUAD   -  MAUCKPORT (1994)
 JA1754
 JA1754                         *CURRENT SURVEY CONTROL
 JA1754  ___________________________________________________________________
 JA1754* NAD 83(1997)-  38 03 45.04952(N)    086 08 42.95727(W)     ADJUSTED  
 JA1754* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 JA1754  ___________________________________________________________________
 JA1754  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 JA1754  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JA1754
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1754
 JA1754.The geoid height was determined by GEOID03.
 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     -   0.99997694  x   0.99998838  =   0.99996532
 JA1754!UTM  16      -   0.99997694  x   0.99966924  =   0.99964619
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1754.See file dsdata.txt to determine how the superseded data were derived.
 JA1754
 JA1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7498013096(NAD 83)
 JA1754_MARKER: DS = TRIANGULATION STATION DISK
 JA1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA2026 ***********************************************************************
 LA2026  DESIGNATION -  BUCKEYE
 LA2026  PID         -  LA2026
 LA2026  STATE/COUNTY-  IN/HUNTINGTON
 LA2026  USGS QUAD   -  LIBERTY CENTER (1962)
 LA2026
 LA2026                         *CURRENT SURVEY CONTROL
 LA2026  ___________________________________________________________________
 LA2026* NAD 83(1997)-  40 42 45.08211(N)    085 22 23.81108(W)     ADJUSTED  
 LA2026* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 LA2026  ___________________________________________________________________
 LA2026  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 LA2026  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 LA2026
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2026
 LA2026.The geoid height was determined by GEOID03.
 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     -   0.99996473  x   0.99997423  =   0.99993896
 LA2026!UTM  16      -   0.99996473  x   0.99983239  =   0.99979713
 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                                      1765928.5 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2026.See file dsdata.txt to determine how the superseded data were derived.
 LA2026
 LA2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3740508118(NAD 83)
 LA2026_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2026
 LA2026  HISTORY     - Date     Condition        Report By
 LA2026  HISTORY     - 1948     MONUMENTED       CGS
 LA2026  HISTORY     - 1955     SEE DESCRIPTION  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
 LA2026'4 MILES NORTHEAST OF WARREN ON THE WEST SIDE OF STATE HIGHWAY NO. 3.
 LA2026'IT IS 62 FEET NORTHWEST OF THE
 LA2026'INTERSECTION OF HIGHWAY AND GRAVEL CROSSROAD, 42 FEET WEST OF
 LA2026'THE CENTER OF THE HIGHWAY, 15 FEET
 LA2026'SOUTHEAST OF A WHITE WITNESS POST AND 15 FEET EAST OF A
 LA2026'FENCELINE.  THE MARK PROJECTS 10 INCHES AND THE DISK
 LA2026'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
 LA2026'HIGHWAY AND 1 FOOT WEST OF A FENCELINE.  THE MARK IS FLUSH AND THE
 LA2026'DISK IS STAMPED BUCKEYE NO 1
 LA2026'1948.
 LA2026'
 LA2026'REFERENCE MARK NO. 2 IS 129.85 FEET SOUTHEAST OF THE STATION.  IT IS
 LA2026'76 FEET SOUTHEAST OF THE
 LA2026'INTERSECTION, 15 FEET SOUTH OF THE CENTER OF GRAVEL ROAD, 3 FEET
 LA2026'SOUTHWEST OF A POWERLINE POLE
 LA2026'AND 1 FOOT WEST OF A STATE HIGHWAY RIGHT-OF-WAY MARKER.  THE MARK
 LA2026'PROJECTS 8 INCHES AND THE DISK IS
 LA2026'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
 LA2026'HIGHWAY, 2 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A
 LA2026'FENCELINE.  THE MARK PROJECTS 6
 LA2026'INCHES AND THE 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
 LA2026'EAST OF WARREN, GO NORTH ON STATE HIGHWAY NO. 3 FOR 3.55 MILES TO
 LA2026'THE AZIMUTH MARK ON THE RIGHT,
 LA2026'CONTINUE FOR 0.35 MILE TO A GRAVEL CROSSROAD AND THE
 LA2026'STATION IN THE NORTHWEST 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
 LA2026'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'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 LA2026'DESCRIBED.
 LA2026'
 LA2026'ABOUT 4 MILES NE OF WARREN, OR 1.0 MILES E ALONG NO. 124 INDIANA
 LA2026'HWY. FROM THE CROSSROADS IN VILLAGE OF PLUM TREE, THENCE 2.0 MILES
 LA2026'S ALONG NO. 3 INDIANA HWY. TO THE STATION ON RIGHT, 44 FEET W OF
 LA2026'CENTER LINE OF 24-FOOT ASPHALT HWY. PAVEMENT, 1.1 FEET LOWER THAN
 LA2026'SAME, 38 FEET N OF CENTER LINE OF NO. 800 S GRAVELED COUNTY ROAD,
 LA2026'STANDARD DISKS STAMPED BUCKEYE 1948 SET IN MARKS WITH THE UPPER
 LA2026'MARK PROJECTING 0.8 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
 LA2026'OF HWY., 3.3 FEET LOWER THAN SAME, 42-1/2 FEET NNW OF CENTER OF
 LA2026'DRAIN TILE 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
 LA2026'FEET E OF CENTER LINE OF HWY., 19 FEET S OF CENTER LINE OF GRAVEL
 LA2026'ROAD, 0.7 FOOT LOWER THAN SAME, AND 1 FOOT W OF CONCRETE
 LA2026'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
 LA2026'CREST OF RIDGE, 39 FEET E OF CENTER LINE OF HWY., 0.1 FOOT LOWER
 LA2026'THAN SAME, AND 2 FEET N OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2491 ***********************************************************************
 LB2491  DESIGNATION -  BUCKEYE
 LB2491  PID         -  LB2491
 LB2491  STATE/COUNTY-  IN/HOWARD
 LB2491  USGS QUAD   -  KOKOMO WEST (1992)
 LB2491
 LB2491                         *CURRENT SURVEY CONTROL
 LB2491  ___________________________________________________________________
 LB2491* NAD 83(1997)-  40 28 49.27189(N)    086 07 56.61019(W)     ADJUSTED  
 LB2491* NAVD 88     -       245.46   (+/-2cm)     805.3    (feet)  VERTCON   
 LB2491  ___________________________________________________________________
 LB2491  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 LB2491  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 LB2491
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2491
 LB2491.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2491
 LB2491.The geoid height was determined by GEOID03.
 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  =   0.99995274
 LB2491!UTM  16      -   0.99996689  x   0.99966656  =   0.99963346
 LB2491
 LB2491|---------------------------------------------------------------------|
 LB2491| PID    Reference Object                     Distance      Geod. Az  |
 LB2491|                                                           dddmmss.s |
 LB2491| CC8343 BUCKEYE RM                            3.140 METERS 07837     |
 LB2491| LB2486 MAIN 1920                           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  NGVD 29 (07/19/86)  245.58   (m)          805.7    (f) LEVELING    3  
 LB2491
 LB2491.Superseded values are not recommended for survey control.
 LB2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2491.See file dsdata.txt to determine how the superseded data were derived.
 LB2491
 LB2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7353881435(NAD 83)
 LB2491_MARKER: DS = TRIANGULATION STATION DISK
 LB2491_SETTING: 0 = UNSPECIFIED SETTING
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2630 ***********************************************************************
 LB2630  DESIGNATION -  BUDD
 LB2630  PID         -  LB2630
 LB2630  STATE/COUNTY-  IN/PULASKI
 LB2630  USGS QUAD   -  BUFFALO (1979)
 LB2630
 LB2630                         *CURRENT SURVEY CONTROL
 LB2630  ___________________________________________________________________
 LB2630* NAD 83(1997)-  40 58 37.81130(N)    086 42 36.10060(W)     ADJUSTED  
 LB2630* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 LB2630  ___________________________________________________________________
 LB2630  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 LB2630  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 LB2630
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2630
 LB2630.The geoid height was determined by GEOID03.
 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     -   0.99997110  x   0.99997881  =   0.99994991
 LB2630!UTM  16      -   0.99997110  x   0.99960732  =   0.99957843
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2630.See file dsdata.txt to determine how the superseded data were derived.
 LB2630
 LB2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2439636263(NAD 83)
 LB2630_MARKER: DS = TRIANGULATION STATION DISK
 LB2630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1869 ***********************************************************************
 JA1869  DESIGNATION -  BUECHLEIN
 JA1869  PID         -  JA1869
 JA1869  STATE/COUNTY-  IN/DUBOIS
 JA1869  USGS QUAD   -  DUBOIS (1989)
 JA1869
 JA1869                         *CURRENT SURVEY CONTROL
 JA1869  ___________________________________________________________________
 JA1869* NAD 83(1997)-  38 22 54.50878(N)    086 52 25.24649(W)     ADJUSTED  
 JA1869* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 JA1869  ___________________________________________________________________
 JA1869  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 JA1869  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 JA1869
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1869
 JA1869.The geoid height was determined by GEOID03.
 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     -   0.99997295  x   0.99997080  =   0.99994375
 JA1869!UTM  16      -   0.99997295  x   0.99960150  =   0.99957446
 JA1869
 JA1869:                Primary Azimuth Mark                     Grid Az
 JA1869:SPC IN W     -  CELESTINE ST CELESTINE CATH CH           088 35 37.4
 JA1869:UTM  16      -  CELESTINE ST CELESTINE CATH CH           088 38 43.6
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1869.See file dsdata.txt to determine how the superseded data were derived.
 JA1869
 JA1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1103348186(NAD 83)
 JA1869_MARKER: DS = TRIANGULATION STATION DISK
 JA1869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1869'AND ALONG STATE HIGHWAY 164, ON THE PROPERTY OF MR
 JA1869'BUECHLEIN.  IT IS ABOUT 250
 JA1869'YARDS FROM THE JUNCTION OF THE HIGHWAY
 JA1869'AND AN OLD NARROW ROAD WHICH FORKS TO THE
 JA1869'SOUTHEAST AND PASSES
 JA1869'THROUGH A DEEP OUT TO THE EAST OF THE STATION.  THE STATION
 JA1869'IS ABOUT 100
 JA1869'YARDS SOUTHEAST OF MR BUECHLEINS BARN, 4.4 FEET FROM A WHITE
 JA1869'WITNESS POST, AND 30.5
 JA1869'FEET NORTHEAST OF A WIRE FENCE LINE.  THE MARK
 JA1869'PROJECTS 6 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.
 JA1869'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 JA1869'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
 JA1869'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
 JA1869'HIGHWAY 164 AND 3 FEET EAST OF A WHITE WITNESS POST.
 JA1869'THE MARK PROJECTS 6 INCHES AND
 JA1869'THE DISK IS STAMPED BUECHLIEN 1946.
 JA1869'
 JA1869'TO REACH THE STATION FROM JASPER GO SOUTH AND EAST FROM THE MAIN
 JA1869'HIGHWAY JUNCTION, 0.5
 JA1869'BLOCK WEST OF THE COURTHOUSE ON STATE HIGHWAY 172 AND
 JA1869'164.  GO 00.5 MILES TO THE SOUTH
 JA1869'END OF THE BRIDGE OVER THE PATOKA
 JA1869'RIVER.  TAKE THE LEFT FORK HERE AND FOLLOW STATE
 JA1869'HIGHWAY 164 EAST FOR
 JA1869'03.7 MILES TO THE OLD ROAD FORK TO THE RIGHT.  GO RIGHT HERE 0.1
 JA1869'MILE TO THE
 JA1869'BUECHLEIN FARM BUILDINGS ON THE RIGHT AND THE NORTH BASE OF
 JA1869'THE HILL.  THE STATION IS
 JA1869'AT THE HIGHEST POINT OF THE HILL, WHICH IS
 JA1869'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
 JA1869'STATE HIGHWAY 164, THEN TURN LEFT AND GO 0.1 MILE TO
 JA1869'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 = OCTOBER  6, 2006
 JA1744 ***********************************************************************
 JA1744  DESIGNATION -  BUENA
 JA1744  PID         -  JA1744
 JA1744  STATE/COUNTY-  IN/HARRISON
 JA1744  USGS QUAD   -  LACONIA (1994)
 JA1744
 JA1744                         *CURRENT SURVEY CONTROL
 JA1744  ___________________________________________________________________
 JA1744* NAD 83(1997)-  38 04 57.80529(N)    086 01 09.34915(W)     ADJUSTED  
 JA1744* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 JA1744  ___________________________________________________________________
 JA1744  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 JA1744  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JA1744
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1744
 JA1744.The geoid height was determined by GEOID03.
 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     -   0.99996769  x   0.99997845  =   0.99994614
 JA1744!UTM  16      -   0.99996769  x   0.99969111  =   0.99965881
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1744.See file dsdata.txt to determine how the superseded data were derived.
 JA1744
 JA1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8601015448(NAD 83)
 JA1744_MARKER: DS = TRIANGULATION STATION DISK
 JA1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2627 ***********************************************************************
 LB2627  DESIGNATION -  BUFFALO
 LB2627  PID         -  LB2627
 LB2627  STATE/COUNTY-  IN/WHITE
 LB2627  USGS QUAD   -  IDAVILLE (1977)
 LB2627
 LB2627                         *CURRENT SURVEY CONTROL
 LB2627  ___________________________________________________________________
 LB2627* NAD 83(1997)-  40 52 12.45135(N)    086 44 45.55208(W)     ADJUSTED  
 LB2627* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 LB2627  ___________________________________________________________________
 LB2627  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 LB2627  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 LB2627
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2627
 LB2627.The geoid height was determined by GEOID03.
 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     -   0.99997252  x   0.99997662  =   0.99994914
 LB2627!UTM  16      -   0.99997252  x   0.99960564  =   0.99957817
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2627.See file dsdata.txt to determine how the superseded data were derived.
 LB2627
 LB2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2140524371(NAD 83)
 LB2627_MARKER: DS = TRIANGULATION STATION DISK
 LB2627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2386 ***********************************************************************
 LB2386  DESIGNATION -  BUNKER
 LB2386  PID         -  LB2386
 LB2386  STATE/COUNTY-  IN/MIAMI
 LB2386  USGS QUAD   -  ONWARD (1994)
 LB2386
 LB2386                         *CURRENT SURVEY CONTROL
 LB2386  ___________________________________________________________________
 LB2386* NAD 83(1997)-  40 38 33.89002(N)    086 07 39.58663(W)     ADJUSTED  
 LB2386* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 LB2386  ___________________________________________________________________
 LB2386  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 LB2386  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 LB2386
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2386
 LB2386.The geoid height was determined by GEOID03.
 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     -   0.99996665  x   0.99998537  =   0.99995202
 LB2386!UTM  16      -   0.99996665  x   0.99966697  =   0.99963363
 LB2386
 LB2386:                Primary Azimuth Mark                     Grid Az
 LB2386:SPC IN E     -  BUNKER HILL MUNICIPAL TANK               051 19 13.8
 LB2386:UTM  16      -  BUNKER HILL MUNICIPAL TANK               050 27 07.2
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2386.See file dsdata.txt to determine how the superseded data were derived.
 LB2386
 LB2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7376099466(NAD 83)
 LB2386_MARKER: DS = TRIANGULATION STATION DISK
 LB2386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2347 ***********************************************************************
 HZ2347  DESIGNATION -  BUNKER
 HZ2347  PID         -  HZ2347
 HZ2347  STATE/COUNTY-  IN/WASHINGTON
 HZ2347  USGS QUAD   -  SOUTH BOSTON (1994)
 HZ2347
 HZ2347                         *CURRENT SURVEY CONTROL
 HZ2347  ___________________________________________________________________
 HZ2347* NAD 83(1997)-  38 34 25.96767(N)    085 53 43.54186(W)     ADJUSTED  
 HZ2347* NAVD 88     -       279.     (meters)     915.     (feet)  SCALED    
 HZ2347  ___________________________________________________________________
 HZ2347  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 HZ2347  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HZ2347
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2347
 HZ2347.The geoid height was determined by GEOID03.
 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     -   0.99996150  x   0.99997156  =   0.99993306
 HZ2347!UTM  16      -   0.99996150  x   0.99971401  =   0.99967552
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2347.See file dsdata.txt to determine how the superseded data were derived.
 HZ2347
 HZ2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9621970070(NAD 83)
 HZ2347_MARKER: DS = TRIANGULATION STATION DISK
 HZ2347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB0277 ***********************************************************************
 LB0277  DESIGNATION -  BUNKER 2
 LB0277  PID         -  LB0277
 LB0277  STATE/COUNTY-  IN/MIAMI
 LB0277  USGS QUAD   -  ONWARD (1994)
 LB0277
 LB0277                         *CURRENT SURVEY CONTROL
 LB0277  ___________________________________________________________________
 LB0277* NAD 83(1997)-  40 38 35.82216(N)    086 07 40.76690(W)     ADJUSTED  
 LB0277* NAVD 88     -       246.54   (meters)     808.9    (feet)  RESET     
 LB0277  ___________________________________________________________________
 LB0277  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 LB0277  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 LB0277
 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.No horizontal observational check was made to the station.
 LB0277
 LB0277.The orthometric height was computed from unverified reset data.
 LB0277
 LB0277.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB0277
 LB0277.The geoid height was determined by GEOID03.
 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     -   0.99996670  x   0.99998540  =   0.99995210
 LB0277!UTM  16      -   0.99996670  x   0.99966691  =   0.99963362
 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|---------------------------------------------------------------------|
 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 (07/19/86)  246.66   (m)          809.3    (f) LEVELING    3  
 LB0277
 LB0277.Superseded values are not recommended for survey control.
 LB0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0277.See file dsdata.txt to determine how the superseded data were derived.
 LB0277
 LB0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7373299525(NAD 83)
 LB0277_MARKER: DB = BENCH MARK DISK
 LB0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0277_SP_SET: 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 = OCTOBER  6, 2006
 LB2368 ***********************************************************************
 LB2368  DESIGNATION -  BUNKER HILL MUNICIPAL TANK
 LB2368  PID         -  LB2368
 LB2368  STATE/COUNTY-  IN/MIAMI
 LB2368  USGS QUAD   -  BUNKER HILL (1994)
 LB2368
 LB2368                         *CURRENT SURVEY CONTROL
 LB2368  ___________________________________________________________________
 LB2368* NAD 83(1997)-  40 39 31.15688(N)    086 06 06.64097(W)     ADJUSTED  
 LB2368* NAVD 88     -                                                        
 LB2368  ___________________________________________________________________
 LB2368  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 LB2368  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 LB2368
 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
 LB2368.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2368
 LB2368.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2368
 LB2368  NAD 83(1986)-  40 39 31.16113(N)    086 06 06.65292(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2368.See file dsdata.txt to determine how the superseded data were derived.
 LB2368
 LB2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7592501253(NAD 83)
 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 = OCTOBER  6, 2006
 LB0278 ***********************************************************************
 LB0278  DESIGNATION -  BUNKER RM 1
 LB0278  PID         -  LB0278
 LB0278  STATE/COUNTY-  IN/MIAMI
 LB0278  USGS QUAD   -  ONWARD (1994)
 LB0278
 LB0278                         *CURRENT SURVEY CONTROL
 LB0278  ___________________________________________________________________
 LB0278* NAD 83(1986)-  40 38 33.     (N)    086 07 39.     (W)     SCALED    
 LB0278* NAVD 88     -       247.16   (meters)     810.9    (feet)  RESET     
 LB0278  ___________________________________________________________________
 LB0278  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 LB0278
 LB0278  VERT ORDER  -  THIRD
 LB0278
 LB0278.The horizontal coordinates were scaled from a topographic map and have
 LB0278.an estimated accuracy of +/- 6 seconds.
 LB0278
 LB0278.The orthometric height was computed from unverified reset data.
 LB0278
 LB0278.The geoid height was determined by GEOID03.
 LB0278
 LB0278;                    North         East    Units  Estimated Accuracy
 LB0278;SPC IN E     -   598,960.       61,020.      MT  (+/- 180 meters Scaled)
 LB0278
 LB0278                          SUPERSEDED SURVEY CONTROL
 LB0278
 LB0278.No superseded survey control is available for this station.
 LB0278
 LB0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK737994(NAD 83)
 LB0278_MARKER: DR = REFERENCE MARK DISK
 LB0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0278_STAMPING: BUNKER NO 1 1948
 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             NGS
 LB0278
 LB0278                          STATION DESCRIPTION
 LB0278
 LB0278'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME2446 ***********************************************************************
 ME2446  DESIGNATION -  BURDICK
 ME2446  PID         -  ME2446
 ME2446  STATE/COUNTY-  IN/PORTER
 ME2446  USGS QUAD   -  WESTVILLE (1977)
 ME2446
 ME2446                         *CURRENT SURVEY CONTROL
 ME2446  ___________________________________________________________________
 ME2446* NAD 83(1997)-  41 36 25.56108(N)    086 59 25.00048(W)     ADJUSTED  
 ME2446* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 ME2446  ___________________________________________________________________
 ME2446  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 ME2446  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 ME2446
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2446
 ME2446.The geoid height was determined by GEOID03.
 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  =   0.99994166
 ME2446!UTM  16      -   0.99997425  x   0.99960001  =   0.99957427
 ME2446
 ME2446:                Primary Azimuth Mark                     Grid Az
 ME2446:SPC IN W     -  WESTVILLE RAD STA KSD 86 MAST            125 08 07.8
 ME2446:UTM  16      -  WESTVILLE RAD STA KSD 86 MAST            125 11 27.0
 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 USGS 1952                    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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2446.See file dsdata.txt to determine how the superseded data were derived.
 ME2446
 ME2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0081006155(NAD 83)
 ME2446_MARKER: DS = TRIANGULATION STATION DISK
 ME2446_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 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
 ME2446'PROPERTY OWNED BY A.J.
 ME2446'LINDSTEDT.  IT IS 87 FEET NORTHWEST OF THE INTERSECTION OF A GRAVEL
 ME2446'T-ROAD, 49 FEET NORTH OF THE CENTER
 ME2446'OF A GRAVEL ROAD AND 32 FEET NORTH OF A FENCE LINE AND A WHITE
 ME2446'WITNESS POST.  THE MARK IS UNDERGROUND
 ME2446'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
 ME2446'ROAD AND 1 FOOT NORTH OF THE
 ME2446'FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 ME2446'BURDICK NO 1 1952.
 ME2446'
 ME2446'REFERENCE MARK NO. 2 IS 16 FEET NORTH OF THE CENTER OF THE GRAVEL
 ME2446'ROAD AND 1 FOOT NORTH OF A
 ME2446'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BURDICK NO 2
 ME2446'1952.
 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
 ME2446'ROAD AND 1 FOOT NORTH OF A RAILROAD CROSSING SIGN.  THE MARK IS FLUSH
 ME2446'AND THE DISK IS STAMPED BURDICK 1952.
 ME2446'
 ME2446'TT 4 WO (USGS) BM IS 27 FEET SOUTHEAST OF THE INTERSECTION OF THE
 ME2446'GRAVEL T-ROAD AND 17 FEET
 ME2446'EAST OF THE CENTER OF A GRAVEL ROAD.  THE MARK IS A 6 BY 6 INCH
 ME2446'CONCRETE POST WHICH PROJECTS 8 INCHES
 ME2446'WITH A BRONZE U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 ME2446'TT 4 WO 1934 647 (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
 ME2446'CHESTERTON, GO EAST ON PORTER AVENUE FOR 1.65 MILES TO A T-ROAD
 ME2446'INTERSECTION, TURN LEFT AND GO 0.45
 ME2446'MILE TO WHERE ROAD FORKS, KEEP RIGHT AND GO 1.55
 ME2446'MILES TO A SIDE ROAD RIGHT AND THE STATION ON THE LEFT
 ME2446'AS DESCRIBED, TURN RIGHT AND GO
 ME2446'SOUTH FOR 0.25 MILE TO A RAILROAD CROSSING AND THE AZIMUTH MARK ON
 ME2446'THE RIGHT.
 ME2446'
 ME2446'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1664 ***********************************************************************
 MD1664  DESIGNATION -  BURKET
 MD1664  PID         -  MD1664
 MD1664  STATE/COUNTY-  IN/KOSCIUSKO
 MD1664  USGS QUAD   -  BURKET (1994)
 MD1664
 MD1664                         *CURRENT SURVEY CONTROL
 MD1664  ___________________________________________________________________
 MD1664* NAD 83(1997)-  41 07 47.38040(N)    085 57 56.31274(W)     ADJUSTED  
 MD1664* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 MD1664  ___________________________________________________________________
 MD1664  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 MD1664  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MD1664
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1664
 MD1664.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1664.See file dsdata.txt to determine how the superseded data were derived.
 MD1664
 MD1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8682153685(NAD 83)
 MD1664_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1664_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 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
 MD1664'OF MR. EARL F. SARBER.  IT IS 84 FEET NORTHEAST OF THE INTERSECTION
 MD1664'OF A PAVED CROSSROAD, 49 FEET
 MD1664'SOUTHWEST OF THE SOUTHWEST CORNER OF AN ABANDONED BRICK
 MD1664'SCHOOL BUILDING, 24 FEET NORTHWEST OF A 10
 MD1664'INCH MAPLE TREE AND 17 FEET NORTHEAST OF A
 MD1664'FENCE AND WHITE WITNESS POST.  THE MARK IS ABOUT 12 INCHES
 MD1664'BELOW THE SURFACE OF THE GROUND
 MD1664'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
 MD1664'MARK IS FLUSH AND THE DISK IS 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
 MD1664'OF A FENCE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED
 MD1664'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
 MD1664'AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 MD1664'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
 MD1664'FOR 3.8 MILES TO A PAVED SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH
 MD1664'ON PAVED ROAD FOR 1.2 MILES TO THE
 MD1664'VILLAGE OF BURKET, CONTINUE SOUTH ON PAVED ROAD FOR
 MD1664'1.55 MILES TO THE AZIMUTH MARK ON THE RIGHT, WEST
 MD1664'SIDE OF ROAD AS DESCRIBED, CONTINUE
 MD1664'SOUTH ON PAVED ROAD FOR 0.25 MILE TO A PAVED CROSSROAD AND THE
 MD1664'STATION IN THE NORTHEAST ANGLE AS
 MD1664'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 = OCTOBER  6, 2006
 LB2540 ***********************************************************************
 LB2540  DESIGNATION -  BURLINGTON
 LB2540  PID         -  LB2540
 LB2540  STATE/COUNTY-  IN/CARROLL
 LB2540  USGS QUAD   -  BURLINGTON (1984)
 LB2540
 LB2540                         *CURRENT SURVEY CONTROL
 LB2540  ___________________________________________________________________
 LB2540* NAD 83(1997)-  40 28 37.72387(N)    086 23 45.50392(W)     ADJUSTED  
 LB2540* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 LB2540  ___________________________________________________________________
 LB2540  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 LB2540  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 LB2540
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2540
 LB2540.The geoid height was determined by GEOID03.
 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;SPC IN E     -   580,753.236    38,159.127   MT  1.00001372   -0 28 24.4
 LB2540;SPC IN E     - 1,905,354.58    125,193.74   sFT  1.00001372   -0 28 24.4
 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     -   0.99996742  x   1.00000847  =   0.99997589
 LB2540!SPC IN E     -   0.99996742  x   1.00001372  =   0.99998114
 LB2540!UTM  16      -   0.99996742  x   0.99963227  =   0.99959971
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2540.See file dsdata.txt to determine how the superseded data were derived.
 LB2540
 LB2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5119980893(NAD 83)
 LB2540_MARKER: DS = TRIANGULATION STATION DISK
 LB2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2365 ***********************************************************************
 ME2365  DESIGNATION -  BURNS
 ME2365  PID         -  ME2365
 ME2365  STATE/COUNTY-  IN/STARKE
 ME2365  USGS QUAD   -  BASS LAKE (1986)
 ME2365
 ME2365                         *CURRENT SURVEY CONTROL
 ME2365  ___________________________________________________________________
 ME2365* NAD 83(1997)-  41 13 46.70740(N)    086 33 00.05726(W)     ADJUSTED  
 ME2365* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 ME2365  ___________________________________________________________________
 ME2365  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 ME2365  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 ME2365
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2365
 ME2365.The geoid height was determined by GEOID03.
 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;SPC IN E     -   664,436.668    25,939.875   MT  1.00003414   -0 34 56.0
 ME2365;SPC IN E     - 2,179,905.97     85,104.41   sFT  1.00003414   -0 34 56.0
 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     -   0.99996876  x   0.99999126  =   0.99996002
 ME2365!SPC IN E     -   0.99996876  x   1.00003414  =   1.00000290
 ME2365!UTM  16      -   0.99996876  x   0.99961750  =   0.99958627
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2365.See file dsdata.txt to determine how the superseded data were derived.
 ME2365
 ME2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3771364348(NAD 83)
 ME2365_MARKER: DS = TRIANGULATION STATION DISK
 ME2365_SETTING: 66 = SET IN ROCK OUTCROP
 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
 ME2365'EAST OF WINONA, ON THE EAST SIDE OF BASS LAKE.  IT IS 86 FEET NORTH
 ME2365'OF THE NORTHEAST CORNER OF MR.
 ME2365'BURNS HOUSE, 40 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 ME2365'AND 3 FEET SOUTH OF A FENCE.  THE DISK IS
 ME2365'CEMENTED IN A DRILLHOLE IN BEDROCK, WHICH IS
 ME2365'ABOUT 2 INCHES UNDERGROUND, AND IS STAMPED BURNS 1952.
 ME2365'
 ME2365'REFERENCE MARK NO. 1 IS 27 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 ME2365'22 FEET WEST OF THE NORTHWEST
 ME2365'CORNER OF A BARN AND 2 FEET SOUTH OF THE FENCE.  THE MARK IS FLUSH
 ME2365'AND THE DISK IS STAMPED BURNS NO 1
 ME2365'1952.
 ME2365'
 ME2365'REFERENCE MARK NO. 2 IS 19 FEET WEST OF THE NORTHWEST CORNER OF THE
 ME2365'HOUSE AND 1 FOOT EAST OF A
 ME2365'FENCE.  THE MARK IS FLUSH AND THE DISK IS 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
 ME2365'POST AND 1 FOOT EAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 ME2365'STAMPED BURNS 1952.
 ME2365'
 ME2365'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 210
 ME2365'IN WINONA, GO EAST ON HIGHWAY
 ME2365'10 FOR 0.9 TO MR. BURNS HOUSE ON THE RIGHT AND THE STATION ON THE
 ME2365'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
 ME2365'CROSSROAD.  TURN RIGHT AND GO SOUTH ON GRAVEL ROAD FOR 0.2 MILE TO
 ME2365'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
 ME2365'NEW DESCRIPTION IS
 ME2365'NEEDED.
 ME2365'
 ME2365'THE STATION IS LOCATED IN THE FRONT YARD OF PROPERTY OWNED BY MR.
 ME2365'J. SUKENIK, 86
 ME2365'FEET NORTH OF THE NORTHWEST CORNER OF MR. SUKENIKS
 ME2365'HOUSE, 42 FEET NORTH OF AN 8 INCH
 ME2365'BIRCH TREE, 17 FEET NORTHEAST OF A
 ME2365'12 INCH MAPLE TREE, 34 FEET WEST OF A 20 INCH WALNUT
 ME2365'TREE, 56 FEET WEST
 ME2365'OF THE CENTERLINE OF A DRIVEWAY, 3 FEET SOUTH OF A FENCE AND 28 FEET
 ME2365'SOUTH OF THE
 ME2365'CENTERLINE OF STATE HIGHWAY 10.  THE DISK IS CEMENTED IN A
 ME2365'DRILL HOLE IN BEDROCK 3 INCHES
 ME2365'UNDERGROUND AND STAMPED BURNS 1952.
 ME2365'
 ME2365'TO REACH THE STATION FROM THE INTERSECTION OF LAKE STREET AND
 ME2365'STATE HIGHWAY 10
 ME2365'AT THE SOUTH EDGE OF WINONA, GO EAST ON HIGHWAY 10 FOR
 ME2365'1.15 MILE TO THE STATION ON THE
 ME2365'RIGHT AT THE TOP OF GRADE.  CONTINUE EAST
 ME2365'ON THE HIGHWAY FOR 0.3 MILES TO A GRAVELED
 ME2365'CROSSROAD.  TURN RIGHT AND GO
 ME2365'SOUTH ON THE GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK
 ME2365'ON THE RIGHT.
 ME2365'
 ME2365'REFERENCE MARK 1 IS 37 FEET EAST OF THE CENTERLINE OF THE DRIVE, 2
 ME2365'FEET SOUTH OF A
 ME2365'FENCE, 28 FEET EAST OF A FENCE CORNER AND 25 FEET SOUTH
 ME2365'OF THE CENTERLINE OF THE HIGHWAY.
 ME2365'THE MONUMENT PROJECTS 4 INCHES AND THE
 ME2365'DISK IS STAMPED BURNS NO 1 1952.
 ME2365'
 ME2365'REFERENCE MARK 2 IS 13 FEET NORTHWEST OF A 30 INCH MAPLE TREE, 1
 ME2365'FOOT EAST OF FENCE
 ME2365'AND 19 FEET WEST OF THE NORTHWEST CORNER OF THE HOUSE.
 ME2365'THE MONUMENT IS FLUSH AND THE DISK IS
 ME2365'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
 ME2365'A POWER POLE, 1 FOOT SOUTH OF A METAL WITNESS POST AND
 ME2365'1 FOOT EAST OF A FENCE.  THE
 ME2365'MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 ME2365'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 = OCTOBER  6, 2006
 MD1616 ***********************************************************************
 MD1616  DESIGNATION -  BURR
 MD1616  PID         -  MD1616
 MD1616  STATE/COUNTY-  IN/NOBLE
 MD1616  USGS QUAD   -  MERRIAM (1965)
 MD1616
 MD1616                         *CURRENT SURVEY CONTROL
 MD1616  ___________________________________________________________________
 MD1616* NAD 83(1997)-  41 18 33.98587(N)    085 27 38.56020(W)     ADJUSTED  
 MD1616* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 MD1616  ___________________________________________________________________
 MD1616  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 MD1616  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 MD1616
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1616
 MD1616.The geoid height was determined by GEOID03.
 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     -   0.99996097  x   0.99997033  =   0.99993130
 MD1616!UTM  16      -   0.99996097  x   0.99980433  =   0.99976531
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1616.See file dsdata.txt to determine how the superseded data were derived.
 MD1616
 MD1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2885174252(NAD 83)
 MD1616_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1616
 MD1616  HISTORY     - Date     Condition        Report By
 MD1616  HISTORY     - 1946     MONUMENTED       CGS
 MD1616  HISTORY     - 1958     SEE DESCRIPTION  CGS
 MD1616  HISTORY     - 1963     SEE DESCRIPTION  CGS
 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
 MD1616'WEST-SOUTHWEST OF BURR OAK AND 2 MILES NORTHWEST OF MERRIAM.  IT IS
 MD1616'47 FEET NORTHEAST OF THE CENTERLINE OF
 MD1616'U.S. HIGHWAY 33, 45 FEET NORTH OF A FENCE CORNER AND 23 FEET
 MD1616'NORTHEAST OF A NORTHWEST - SOUTHEAST
 MD1616'FENCE LINE.  THE MARK IS 8 INCHES BELOW THE SURFACE
 MD1616'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 -
 MD1616'NORTHWEST FENCE LINE, 26 FEET NORTHEAST OF THE CENTER LINE OF U.S.
 MD1616'HIGHWAY 33 AND 17 FEET SOUTHEAST OF
 MD1616'POWERLINE POLE NO. 47721.  THE MARK PROJECTS ABOUT 12 INCHES AND THE
 MD1616'DISK IS 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.
 MD1616'HIGHWAY 33 AND 15 FEET WEST OF A TELEPHONE POLE.  THE MARK IS A 12 BY
 MD1616'12 CONCRETE POST PROJECTING ABOUT 2
 MD1616'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
 MD1616'OF U.S. HIGHWAY 33, 2 FEET NORTHWEST OF A TELEPHONE POLE AND 1 FOOT
 MD1616'NORTHEAST A SOUTHEAST - NORTHWEST
 MD1616'FENCE LINE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 MD1616'STAMPED BURR 1946.
 MD1616'
 MD1616'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 9 AND U.S.
 MD1616'HIGHWAY 33 IN MERRIAM, GO
 MD1616'NORTHWEST ON U.S. HIGHWAY 33 FOR 1.7 MILES TO THE AZIMUTH MARK ON THE
 MD1616'LEFT AS DESCRIBED.  CONTINUE
 MD1616'NORTHWEST ON U.S. HIGHWAY 33 FOR 0.3 MILE TO A WOODEN GATE BY A
 MD1616'FENCE CORNER AND 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.
 MD1616'DISTANCES TO REFERENCE MARK NO. 1 AND T 164
 MD1616'CHECKED AND VERIFIED.  ANGLES
 MD1616'BETWEEN AZIMUTH MARK AND REFERENCE
 MD1616'MARK NO. 1 AND T 164 CHECKED AND VERIFIED.
 MD1616'DESCRIPTION
 MD1616'ADEQUATE AND CORRECT EXCEPT FOR THE FOLLOWING.  STATION IS 53.9
 MD1616'FEET NORTHWEST OF
 MD1616'POWER POLE NO. 76-352, 48.0 FEET NORTHEAST OF C/L
 MD1616'STATE ROUTE 33, AND 21.0 FEET
 MD1616'NORTHEAST OF A FENCE.
 MD1616
 MD1616                          STATION RECOVERY (1963)
 MD1616
 MD1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1616'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTALLY AS ORIGINALLY
 MD1616'DESCRIBED.
 MD1616'
 MD1616'ABOUT 1.5 MILES SW OF BURR OAK, ABOUT 2.1 MILES NORTHWESTERLY ALONG
 MD1616'NO. 33 U.S. HIGHWAY FROM ITS
 MD1616'INTERSECTION WITH NO. 9 INDIANA HWY. AT MERRIAM, ABOUT 100 YARDS SE
 MD1616'OF Y-INTERSECTION OF HWY. AND NO. 200
 MD1616'W COUNTY ROAD, 48 FEET NE OF CENTER LINE OF 22-FOOT HWY. PAVEMENT,
 MD1616'54.3 FEET NW OF CENTER OF NO. 76/352
 MD1616'POWER POLE, 21.0 FEET NE OF R.O.W. FENCE, 29.3 FEET N OF
 MD1616'CENTER OF NW ONE OF TWO IRON-PIPE GATEPOSTS,
 MD1616'STANDARD DISKS STAMPED BURR 1946 IN 1A AND
 MD1616'7A MARKS WITH THE TOP MARK 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
 MD1616'AZIMUTH 122 DEG 19 MIN FROM STATION, 26 FEET NE OF CENTER LINE OF
 MD1616'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
 MD1616'METERS SSW IN AZIMUTH 22 DEG 12 MIN FROM STATION, 24 FEET SW OF
 MD1616'CENTER LINE OF HWY., LEVEL WITH SAME, AND
 MD1616'1.8 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
 MD1616'MIN 02.6 SEC FROM STATION, AT A CREST OF HWY. GRADES, 23 FEET SW OF
 MD1616'CENTER LINE OF HWY., 14 FEET NW OF PROJECTED
 MD1616'PLANE OF NW WALL OF BARN, 2.5 FEET NW OF TELEPHONE POLE,
 MD1616'1 FOOT NE OF FENCE, AND 1.4 FEET SE OF STEEL
 MD1616'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1958 ***********************************************************************
 JA1958  DESIGNATION -  BUSSERON
 JA1958  PID         -  JA1958
 JA1958  STATE/COUNTY-  IN/KNOX
 JA1958  USGS QUAD   -  OAKTOWN (1984)
 JA1958
 JA1958                         *CURRENT SURVEY CONTROL
 JA1958  ___________________________________________________________________
 JA1958* NAD 83(1997)-  38 49 44.37241(N)    087 27 23.32621(W)     ADJUSTED  
 JA1958* NAVD 88     -       162.     (meters)     531.     (feet)  SCALED    
 JA1958  ___________________________________________________________________
 JA1958  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 JA1958  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JA1958
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1958
 JA1958.The geoid height was determined by GEOID03.
 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;SPC IL E     -   240,359.617   376,139.935   MT  1.00004636   +0 32 59.3
 JA1958;SPC IL E     -   788,579.84  1,234,052.44   sFT  1.00004636   +0 32 59.3
 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!SPC IL E     -   0.99997962  x   1.00004636  =   1.00002598
 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:SPC IL E     -  BUSSERON AZ MK                           082 34 57.9
 JA1958:UTM  16      -  BUSSERON AZ MK                           083 25 07.6
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1958.See file dsdata.txt to determine how the superseded data were derived.
 JA1958
 JA1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH6037897899(NAD 83)
 JA1958_MARKER: DS = TRIANGULATION STATION DISK
 JA1958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1958_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 JA1958'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
 JA1958'MILE TO THE JUNCTION OF U S HIGHWAY 41.  TURN LEFT AND
 JA1958'GO SOUTH ON HIGHWAY 41 FOR 2.7
 JA1958'MILES TO A SIDE ROAD RIGHT.  TURN
 JA1958'RIGHT AND GO WESTERLY ON A PAVED ROAD FOR 0.4
 JA1958'MILE TO A SIDE ROAD
 JA1958'RIGHT.  CONTINUE WEST AND SOUTH ON THE PAVED ROAD FOR 0.6 MILE
 JA1958'TO A DRIVEWAY ON
 JA1958'THE LEFT.  TURN LEFT AND GO SOUTHEAST ON THE DRIVEWAY FOR
 JA1958'0.2 MILE TO A FENCER CORNER
 JA1958'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
 JA1958'6.6 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
 JA1958'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
 JA1958'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
 JA1958'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
 JA1958'AND HIGHWAY 41,
 JA1958'CONTINUE SOUTH ON HIGHWAY 41 FOR 0.2 MILE TO A FORK.
 JA1958'TAKE THE LEFT FORK AND CONTINUE
 JA1958'SOUTH ON A PAVED ROAD FOR 0.25 MILE
 JA1958'TO THE AZIMUTH MARK ON THE RIGHT.
 JA1958'
 JA1958'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1812 ***********************************************************************
 MD1812  DESIGNATION -  BUTLER MUNICIPAL TANK
 MD1812  PID         -  MD1812
 MD1812  STATE/COUNTY-  IN/DE KALB
 MD1812  USGS QUAD   -  BUTLER EAST (1994)
 MD1812
 MD1812                         *CURRENT SURVEY CONTROL
 MD1812  ___________________________________________________________________
 MD1812* NAD 83(1997)-  41 25 45.63171(N)    084 52 21.49582(W)     ADJUSTED  
 MD1812* NAVD 88     -                                                        
 MD1812  ___________________________________________________________________
 MD1812  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 MD1812  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MD1812
 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
 MD1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1812
 MD1812.The geoid height was determined by GEOID03.
 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;UTM  16      - 4,588,603.994   677,753.562   MT  0.99998885   +1 24 28.9
 MD1812
 MD1812                          SUPERSEDED SURVEY CONTROL
 MD1812
 MD1812  NAD 83(1995)-  41 25 45.63178(N)    084 52 21.49645(W) AD(       ) 4
 MD1812  NAD 83(1986)-  41 25 45.63247(N)    084 52 21.51090(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1812.See file dsdata.txt to determine how the superseded data were derived.
 MD1812
 MD1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7775488604(NAD 83)
 MD1812
 MD1812  HISTORY     - Date     Condition        Report By
 MD1812  HISTORY     - 1947     MONUMENTED       CGS
 MD1812  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MD1812
 MD1812                          STATION DESCRIPTION
 MD1812
 MD1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (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
 MD1812'FEET S OF CENTER LINE OF NO. 6 U.S. HIGHWAY WHICH IS ALSO W. MAIN
 MD1812'STREET.  IT IS ABOUT 135 YARDS W OF
 MD1812'S. BROADWAY, ABOUT 30 FEET W OF PROJECTED CENTER LINE OF N. JOHN
 MD1812'STREET, BUILT IN 1914 BY CHICAGO BRIDGE
 MD1812'AND IRON WORKS ACCORDING TO PLATE ON NW LEG ABOUT
 MD1812'A FOOT ABOVE THE CONCRETE FOOTNG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1815 ***********************************************************************
 MD1815  DESIGNATION -  BUTLER UNITED MILK PROD CO STK
 MD1815  PID         -  MD1815
 MD1815  STATE/COUNTY-  IN/DE KALB
 MD1815  USGS QUAD   -  BUTLER EAST (1994)
 MD1815
 MD1815                         *CURRENT SURVEY CONTROL
 MD1815  ___________________________________________________________________
 MD1815* NAD 83(1997)-  41 25 42.82179(N)    084 51 54.65257(W)     ADJUSTED  
 MD1815* NAVD 88     -                                                        
 MD1815  ___________________________________________________________________
 MD1815  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 MD1815  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 MD1815
 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
 MD1815.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1815
 MD1815.The geoid height was determined by GEOID03.
 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;UTM  16      - 4,588,532.675   678,378.767   MT  0.99999159   +1 24 46.6
 MD1815
 MD1815                          SUPERSEDED SURVEY CONTROL
 MD1815
 MD1815  NAD 83(1995)-  41 25 42.82189(N)    084 51 54.65323(W) AD(       ) 4
 MD1815  NAD 83(1986)-  41 25 42.82256(N)    084 51 54.66761(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1815.See file dsdata.txt to determine how the superseded data were derived.
 MD1815
 MD1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7837988533(NAD 83)
 MD1815
 MD1815  HISTORY     - Date     Condition        Report By
 MD1815  HISTORY     - 1947     MONUMENTED       CGS
 MD1815  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MD1815
 MD1815                          STATION DESCRIPTION
 MD1815
 MD1815'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1815'THIS IS AN INTERSECTION STATION.
 MD1815'THE STATION IS
 MD1815'LOCATED IN THE SOUTHEAST SECTION OF BUTLER, 0.1 MILE SOUTH
 MD1815'OF U.S. HIGHWAY 6 AND 150 FEET
 MD1815'NORTH OF THE NEW YORK CENTRAL RAILROAD TRACKS.  IT IS A
 MD1815'TAN BRICK STACK ABOUT 200 FEET HIGH.  THE POINT
 MD1815'OBSERVED ON WAS THE CENTER OF 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
 MD1815'PLANT NOW BELONGS TO
 MD1815'HAWTHORN-MELLODY FARM DAIRIES.  THE PRESENT WRITER AND EMPLOYEES OF
 MD1815'THE PLANT ESTIMATED IT NEARER 150 FEET
 MD1815'HIGH THAN 200 FEET.  IT IS ABOUT 0.35 MILE E OF S. BROADWAY, ABOUT
 MD1815'140 YARDS S OF E. MAIN STREET, AND
 MD1815'ABOUT 30 YARDS W OF THE PROJECTED CENTER LINE OF S. SHORT STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2434 ***********************************************************************
 ME2434  DESIGNATION -  BYRON
 ME2434  PID         -  ME2434
 ME2434  STATE/COUNTY-  IN/LA PORTE
 ME2434  USGS QUAD   -  SPRINGVILLE (1980)
 ME2434
 ME2434                         *CURRENT SURVEY CONTROL
 ME2434  ___________________________________________________________________
 ME2434* NAD 83(1997)-  41 38 15.61285(N)    086 39 41.55084(W)     ADJUSTED  
 ME2434* NAVD 88     -       246.     (meters)     807.     (feet)  SCALED    
 ME2434  ___________________________________________________________________
 ME2434  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 ME2434  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 ME2434
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2434
 ME2434.The geoid height was determined by GEOID03.
 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     -   0.99996674  x   0.99998186  =   0.99994860
 ME2434!UTM  16      -   0.99996674  x   0.99960978  =   0.99957654
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2434.See file dsdata.txt to determine how the superseded data were derived.
 ME2434
 ME2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2818909604(NAD 83)
 ME2434_MARKER: DS = TRIANGULATION STATION DISK
 ME2434_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 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
 ME2434'OWNED BY OSCAR BOLINI.  IT IS 69 FEET NORTH OF THE CENTER OF STATE
 ME2434'HIGHWAY 2, 68 FEET EAST OF THE
 ME2434'SOUTHEAST CORNER OF A HOUSE, 52 FEET WEST OF A 36 INCH OAK TREE, 30
 ME2434'FEET NORTHWEST OF A WHITE WITNESS POST
 ME2434'AND 25 FEET NORTHEAST OF A FENCE CORNER.  THE MARK
 ME2434'IS BELOW THE SURFACE 12 INCHES AND THE DISK IS STAMPED
 ME2434'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
 ME2434'HIGHWAY AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES
 ME2434'AND THE DISK IS STAMPED BYRON NO 1
 ME2434'1952.
 ME2434'
 ME2434'REFERENCE MARK NO. 2 IS 75 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 ME2434'THE HOUSE, 55 FEET WEST OF THE
 ME2434'SOUTHWEST LEG OF A WINDMILL AND 1 FOOT EAST OF A FENCE LINE.  THE
 ME2434'MARK IS FLUSH AND THE DISK IS
 ME2434'STAMPED BYRON 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
 ME2434'GRAVEL ROAD, 9 FEET WEST OF A WHITE WITNESS POST AND FENCE CORNER AND
 ME2434'1 FOOT NORTH OF A FENCE LINE.  THE
 ME2434'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BYRON
 ME2434'1952.
 ME2434'
 ME2434'TO REACH THE STATION FROM THE LA PORTE COUNTY COURTHOUSE IN LA PORTE,
 ME2434'GO NORTHEAST ON STATE HIGHWAY 2
 ME2434'FOR 3.5 MILES TO THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE ON
 ME2434'THE HIGHWAY FOR 0.3 MILE TO A GRAVEL
 ME2434'ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 0.35 MILE
 ME2434'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 ME2434'
 ME2434'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ0536 ***********************************************************************
 JZ0536  DESIGNATION -  C 1
 JZ0536  PID         -  JZ0536
 JZ0536  STATE/COUNTY-  IN/DEARBORN
 JZ0536  USGS QUAD   -  HOOVEN (1992)
 JZ0536
 JZ0536                         *CURRENT SURVEY CONTROL
 JZ0536  ___________________________________________________________________
 JZ0536* NAD 83(1986)-  39 07 49.     (N)    084 50 36.     (W)     SCALED    
 JZ0536* NAVD 88     -       149.703  (meters)     491.15   (feet)  ADJUSTED  
 JZ0536  ___________________________________________________________________
 JZ0536  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ0536  DYNAMIC HT  -         149.610 (meters)     490.85  (feet)  COMP
 JZ0536  MODELED GRAV-     980,006.3   (mgal)                       NAVD 88
 JZ0536
 JZ0536  VERT ORDER  -  FIRST     CLASS II
 JZ0536
 JZ0536.The horizontal coordinates were scaled from a topographic map and have
 JZ0536.an estimated accuracy of +/- 6 seconds.
 JZ0536
 JZ0536.The orthometric height was determined by differential leveling
 JZ0536.and adjusted by the National Geodetic Survey in June 1991..
 JZ0536
 JZ0536.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0536.See file dsdata.txt to determine how the superseded data were derived.
 JZ0536
 JZ0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ864334(NAD 83)
 JZ0536_MARKER: DB = BENCH MARK DISK
 JZ0536_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0536_SP_SET: CULVERT
 JZ0536_STAMPING: C 1
 JZ0536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0536
 JZ0536  HISTORY     - Date     Condition        Report By
 JZ0536  HISTORY     - UNK      MONUMENTED       CGS
 JZ0536  HISTORY     - 1947     GOOD             NGS
 JZ0536  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0536
 JZ0536                          STATION DESCRIPTION
 JZ0536
 JZ0536'DESCRIBED BY NATIONAL 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'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0002 ***********************************************************************
 JA0002  DESIGNATION -  C 10
 JA0002  PID         -  JA0002
 JA0002  STATE/COUNTY-  IN/JACKSON
 JA0002  USGS QUAD   -  BROWNSTOWN (1994)
 JA0002
 JA0002                         *CURRENT SURVEY CONTROL
 JA0002  ___________________________________________________________________
 JA0002* NAD 83(1986)-  38 54 28.     (N)    086 00 44.     (W)     SCALED    
 JA0002* NAVD 88     -       170.216  (meters)     558.45   (feet)  ADJUSTED  
 JA0002  ___________________________________________________________________
 JA0002  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JA0002  DYNAMIC HT  -         170.109 (meters)     558.10  (feet)  COMP
 JA0002  MODELED GRAV-     979,992.6   (mgal)                       NAVD 88
 JA0002
 JA0002  VERT ORDER  -  FIRST     CLASS II
 JA0002
 JA0002.The horizontal coordinates were scaled from a topographic map and have
 JA0002.an estimated accuracy of +/- 6 seconds.
 JA0002
 JA0002.The orthometric height was determined by differential leveling
 JA0002.and adjusted by the National Geodetic Survey in June 1991..
 JA0002
 JA0002.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0002.See file dsdata.txt to determine how the superseded data were derived.
 JA0002
 JA0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ856070(NAD 83)
 JA0002_MARKER: DB = BENCH MARK DISK
 JA0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0002_STAMPING: 558.851 C 10 1930
 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             NGS
 JA0002
 JA0002                          STATION DESCRIPTION
 JA0002
 JA0002'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1747 ***********************************************************************
 LB1747  DESIGNATION -  C 100
 LB1747  PID         -  LB1747
 LB1747  STATE/COUNTY-  IN/WARREN
 LB1747  USGS QUAD   -  WEST LEBANON (1980)
 LB1747
 LB1747                         *CURRENT SURVEY CONTROL
 LB1747  ___________________________________________________________________
 LB1747* NAD 83(1986)-  40 15 02.     (N)    087 26 02.     (W)     SCALED    
 LB1747* NAVD 88     -       213.018  (meters)     698.88   (feet)  ADJUSTED  
 LB1747  ___________________________________________________________________
 LB1747  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LB1747  DYNAMIC HT  -         212.911 (meters)     698.53  (feet)  COMP
 LB1747  MODELED GRAV-     980,116.7   (mgal)                       NAVD 88
 LB1747
 LB1747  VERT ORDER  -  SECOND    CLASS 0
 LB1747
 LB1747.The horizontal coordinates were scaled from a topographic map and have
 LB1747.an estimated accuracy of +/- 6 seconds.
 LB1747
 LB1747.The orthometric height was determined by differential leveling
 LB1747.and adjusted by the National Geodetic Survey in June 1991..
 LB1747
 LB1747.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1747.See file dsdata.txt to determine how the superseded data were derived.
 LB1747
 LB1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK630556(NAD 83)
 LB1747_MARKER: DB = BENCH MARK DISK
 LB1747_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1747_SP_SET: FENCE POST
 LB1747_STAMPING: C 100 1946
 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 = OCTOBER  6, 2006
 KA0951 ***********************************************************************
 KA0951  DESIGNATION -  C 101
 KA0951  PID         -  KA0951
 KA0951  STATE/COUNTY-  IN/PARKE
 KA0951  USGS QUAD   -  ROCKVILLE (1978)
 KA0951
 KA0951                         *CURRENT SURVEY CONTROL
 KA0951  ___________________________________________________________________
 KA0951* NAD 83(1986)-  39 46 14.     (N)    087 14 10.     (W)     SCALED    
 KA0951* NAVD 88     -       211.031  (meters)     692.36   (feet)  ADJUSTED  
 KA0951  ___________________________________________________________________
 KA0951  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KA0951  DYNAMIC HT  -         210.912 (meters)     691.97  (feet)  COMP
 KA0951  MODELED GRAV-     980,056.2   (mgal)                       NAVD 88
 KA0951
 KA0951  VERT ORDER  -  SECOND    CLASS 0
 KA0951
 KA0951.The horizontal coordinates were scaled from a topographic map and have
 KA0951.an estimated accuracy of +/- 6 seconds.
 KA0951
 KA0951.The orthometric height was determined by differential leveling
 KA0951.and adjusted by the National Geodetic Survey in June 1991..
 KA0951
 KA0951.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0951.See file dsdata.txt to determine how the superseded data were derived.
 KA0951
 KA0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK797023(NAD 83)
 KA0951_MARKER: DB = BENCH MARK DISK
 KA0951_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0951_SP_SET: CULVERT
 KA0951_STAMPING: C 101 1946
 KA0951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA1021 ***********************************************************************
 KA1021  DESIGNATION -  C 102
 KA1021  PID         -  KA1021
 KA1021  STATE/COUNTY-  IN/PARKE
 KA1021  USGS QUAD   -  MONTEZUMA (1978)
 KA1021
 KA1021                         *CURRENT SURVEY CONTROL
 KA1021  ___________________________________________________________________
 KA1021* NAD 83(1986)-  39 48 41.     (N)    087 18 04.     (W)     SCALED    
 KA1021* NAVD 88     -       174.467  (meters)     572.40   (feet)  ADJUSTED  
 KA1021  ___________________________________________________________________
 KA1021  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KA1021  DYNAMIC HT  -         174.370 (meters)     572.08  (feet)  COMP
 KA1021  MODELED GRAV-     980,063.6   (mgal)                       NAVD 88
 KA1021
 KA1021  VERT ORDER  -  SECOND    CLASS 0
 KA1021
 KA1021.The horizontal coordinates were scaled from a topographic map and have
 KA1021.an estimated accuracy of +/- 6 seconds.
 KA1021
 KA1021.The orthometric height was determined by differential leveling
 KA1021.and adjusted by the National Geodetic Survey in June 1991..
 KA1021
 KA1021.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1021.See file dsdata.txt to determine how the superseded data were derived.
 KA1021
 KA1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK742068(NAD 83)
 KA1021_MARKER: DB = BENCH MARK DISK
 KA1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1021_STAMPING: C 102 1946
 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 = OCTOBER  6, 2006
 LB1627 ***********************************************************************
 LB1627  DESIGNATION -  C 103
 LB1627  PID         -  LB1627
 LB1627  STATE/COUNTY-  IN/FOUNTAIN
 LB1627  USGS QUAD   -  COVINGTON (1991)
 LB1627
 LB1627                         *CURRENT SURVEY CONTROL
 LB1627  ___________________________________________________________________
 LB1627* NAD 83(1986)-  40 08 04.     (N)    087 23 18.     (W)     SCALED    
 LB1627* NAVD 88     -       167.605  (meters)     549.88   (feet)  ADJUSTED  
 LB1627  ___________________________________________________________________
 LB1627  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LB1627  DYNAMIC HT  -         167.519 (meters)     549.60  (feet)  COMP
 LB1627  MODELED GRAV-     980,109.0   (mgal)                       NAVD 88
 LB1627
 LB1627  VERT ORDER  -  SECOND    CLASS 0
 LB1627
 LB1627.The horizontal coordinates were scaled from a topographic map and have
 LB1627.an estimated accuracy of +/- 6 seconds.
 LB1627
 LB1627.The orthometric height was determined by differential leveling
 LB1627.and adjusted by the National Geodetic Survey in June 1991..
 LB1627
 LB1627.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1627.See file dsdata.txt to determine how the superseded data were derived.
 LB1627
 LB1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK669427(NAD 83)
 LB1627_MARKER: DB = BENCH MARK DISK
 LB1627_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1627_SP_SET: BRIDGE
 LB1627_STAMPING: C 103 1946
 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 = OCTOBER  6, 2006
 LB1757 ***********************************************************************
 LB1757  DESIGNATION -  C 104
 LB1757  PID         -  LB1757
 LB1757  STATE/COUNTY-  IN/FOUNTAIN
 LB1757  USGS QUAD   -  PERRYSVILLE (1991)
 LB1757
 LB1757                         *CURRENT SURVEY CONTROL
 LB1757  ___________________________________________________________________
 LB1757* NAD 83(1986)-  40 06 01.     (N)    087 22 35.     (W)     SCALED    
 LB1757* NAVD 88     -       202.119  (meters)     663.12   (feet)  ADJUSTED  
 LB1757  ___________________________________________________________________
 LB1757  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LB1757  DYNAMIC HT  -         202.015 (meters)     662.78  (feet)  COMP
 LB1757  MODELED GRAV-     980,105.4   (mgal)                       NAVD 88
 LB1757
 LB1757  VERT ORDER  -  SECOND    CLASS 0
 LB1757
 LB1757.The horizontal coordinates were scaled from a topographic map and have
 LB1757.an estimated accuracy of +/- 6 seconds.
 LB1757
 LB1757.The orthometric height was determined by differential leveling
 LB1757.and adjusted by the National Geodetic Survey in June 1991..
 LB1757
 LB1757.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1757.See file dsdata.txt to determine how the superseded data were derived.
 LB1757
 LB1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK679389(NAD 83)
 LB1757_MARKER: DB = BENCH MARK DISK
 LB1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1757_STAMPING: C 104 1946
 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 = OCTOBER  6, 2006
 LB1754 ***********************************************************************
 LB1754  DESIGNATION -  C 105
 LB1754  PID         -  LB1754
 LB1754  STATE/COUNTY-  IN/FOUNTAIN
 LB1754  USGS QUAD   -  COVINGTON (1991)
 LB1754
 LB1754                         *CURRENT SURVEY CONTROL
 LB1754  ___________________________________________________________________
 LB1754* NAD 83(1986)-  40 08 15.     (N)    087 23 28.     (W)     SCALED    
 LB1754* NAVD 88     -       171.586  (meters)     562.95   (feet)  ADJUSTED  
 LB1754  ___________________________________________________________________
 LB1754  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LB1754  DYNAMIC HT  -         171.498 (meters)     562.66  (feet)  COMP
 LB1754  MODELED GRAV-     980,109.4   (mgal)                       NAVD 88
 LB1754
 LB1754  VERT ORDER  -  SECOND    CLASS 0
 LB1754
 LB1754.The horizontal coordinates were scaled from a topographic map and have
 LB1754.an estimated accuracy of +/- 6 seconds.
 LB1754
 LB1754.The orthometric height was determined by differential leveling
 LB1754.and adjusted by the National Geodetic Survey in June 1991..
 LB1754
 LB1754.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1754.See file dsdata.txt to determine how the superseded data were derived.
 LB1754
 LB1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK666430(NAD 83)
 LB1754_MARKER: DB = BENCH MARK DISK
 LB1754_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1754_SP_SET: CULVERT
 LB1754_STAMPING: C 105 1946
 LB1754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB2720 ***********************************************************************
 LB2720  DESIGNATION -  C 105 RESET
 LB2720  PID         -  LB2720
 LB2720  STATE/COUNTY-  IN/FOUNTAIN
 LB2720  USGS QUAD   -  COVINGTON (1991)
 LB2720
 LB2720                         *CURRENT SURVEY CONTROL
 LB2720  ___________________________________________________________________
 LB2720* NAD 83(1986)-  40 08 15.     (N)    087 23 28.     (W)     SCALED    
 LB2720* NAVD 88     -       171.43   (meters)     562.4    (feet)  RESET     
 LB2720  ___________________________________________________________________
 LB2720  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LB2720
 LB2720  VERT ORDER  -  THIRD
 LB2720
 LB2720.The horizontal coordinates were scaled from a topographic map and have
 LB2720.an estimated accuracy of +/- 6 seconds.
 LB2720
 LB2720.The orthometric height was computed from unverified reset data.
 LB2720
 LB2720.The geoid height was determined by GEOID03.
 LB2720
 LB2720;                    North         East    Units  Estimated Accuracy
 LB2720;SPC IN W     -   542,830.      873,770.      MT  (+/- 180 meters Scaled)
 LB2720
 LB2720                          SUPERSEDED SURVEY CONTROL
 LB2720
 LB2720  NGVD 29 (04/16/04)  171.49   (m)          562.6    (f) RESET       3  
 LB2720
 LB2720.Superseded values are not recommended for survey control.
 LB2720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2720.See file dsdata.txt to determine how the superseded data were derived.
 LB2720
 LB2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK666430(NAD 83)
 LB2720_MARKER: DB = BENCH MARK DISK
 LB2720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2720_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 ME1411 ***********************************************************************
 ME1411  DESIGNATION -  C 106
 ME1411  PID         -  ME1411
 ME1411  STATE/COUNTY-  IN/NEWTON
 ME1411  USGS QUAD   -  FAIR OAKS (1980)
 ME1411
 ME1411                         *CURRENT SURVEY CONTROL
 ME1411  ___________________________________________________________________
 ME1411* NAD 83(1986)-  41 00 47.     (N)    087 17 51.     (W)     SCALED    
 ME1411* NAVD 88     -       203.773  (meters)     668.55   (feet)  ADJUSTED  
 ME1411  ___________________________________________________________________
 ME1411  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 ME1411  DYNAMIC HT  -         203.686 (meters)     668.26  (feet)  COMP
 ME1411  MODELED GRAV-     980,189.1   (mgal)                       NAVD 88
 ME1411
 ME1411  VERT ORDER  -  SECOND    CLASS 0
 ME1411
 ME1411.The horizontal coordinates were scaled from a topographic map and have
 ME1411.an estimated accuracy of +/- 6 seconds.
 ME1411
 ME1411.The orthometric height was determined by differential leveling
 ME1411.and adjusted by the National Geodetic Survey in June 1991..
 ME1411
 ME1411.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1411.See file dsdata.txt to determine how the superseded data were derived.
 ME1411
 ME1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL749402(NAD 83)
 ME1411_MARKER: DB = BENCH MARK DISK
 ME1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1411_STAMPING: C 106 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3584 ***********************************************************************
 AI3584  DESIGNATION -  C 106 RESET
 AI3584  PID         -  AI3584
 AI3584  STATE/COUNTY-  IN/NEWTON
 AI3584  USGS QUAD   -  FAIR OAKS (1980)
 AI3584
 AI3584                         *CURRENT SURVEY CONTROL
 AI3584  ___________________________________________________________________
 AI3584* NAD 83(1986)-  41 00 47.     (N)    087 17 51.     (W)     SCALED    
 AI3584* NAVD 88     -       203.72   (meters)     668.4    (feet)  RESET     
 AI3584  ___________________________________________________________________
 AI3584  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 AI3584
 AI3584  VERT ORDER  -  THIRD
 AI3584
 AI3584.The horizontal coordinates were scaled from a topographic map and have
 AI3584.an estimated accuracy of +/- 6 seconds.
 AI3584
 AI3584.The orthometric height was computed from unverified reset data.
 AI3584.No vertical observational check was made to the station.
 AI3584
 AI3584.The geoid height was determined by GEOID03.
 AI3584
 AI3584;                    North         East    Units  Estimated Accuracy
 AI3584;SPC IN W     -   640,030.      881,990.      MT  (+/- 180 meters Scaled)
 AI3584
 AI3584                          SUPERSEDED SURVEY CONTROL
 AI3584
 AI3584.No superseded survey control is available for this station.
 AI3584
 AI3584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL749402(NAD 83)
 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
 AI3584  HISTORY     - Date     Condition        Report By
 AI3584  HISTORY     - 1993     MONUMENTED       INDOT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1411 ***********************************************************************
 LB1411  DESIGNATION -  C 107
 LB1411  PID         -  LB1411
 LB1411  STATE/COUNTY-  IN/NEWTON
 LB1411  USGS QUAD   -  GOODLAND (1976)
 LB1411
 LB1411                         *CURRENT SURVEY CONTROL
 LB1411  ___________________________________________________________________
 LB1411* NAD 83(1986)-  40 51 55.     (N)    087 19 29.     (W)     SCALED    
 LB1411* NAVD 88     -       195.840  (meters)     642.52   (feet)  ADJUSTED  
 LB1411  ___________________________________________________________________
 LB1411  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 LB1411  DYNAMIC HT  -         195.754 (meters)     642.24  (feet)  COMP
 LB1411  MODELED GRAV-     980,181.1   (mgal)                       NAVD 88
 LB1411
 LB1411  VERT ORDER  -  SECOND    CLASS 0
 LB1411
 LB1411.The horizontal coordinates were scaled from a topographic map and have
 LB1411.an estimated accuracy of +/- 6 seconds.
 LB1411
 LB1411.The orthometric height was determined by differential leveling
 LB1411.and adjusted by the National Geodetic Survey in June 1991..
 LB1411
 LB1411.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1411.See file dsdata.txt to determine how the superseded data were derived.
 LB1411
 LB1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL726238(NAD 83)
 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_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 = OCTOBER  6, 2006
 AE5116 ***********************************************************************
 AE5116  DESIGNATION -  C 107 RESET
 AE5116  PID         -  AE5116
 AE5116  STATE/COUNTY-  IN/NEWTON
 AE5116  USGS QUAD   -  GOODLAND (1976)
 AE5116
 AE5116                         *CURRENT SURVEY CONTROL
 AE5116  ___________________________________________________________________
 AE5116* NAD 83(1986)-  40 51 55.     (N)    087 19 29.     (W)     SCALED    
 AE5116* NAVD 88     -       196.18   (meters)     643.6    (feet)  RESET     
 AE5116  ___________________________________________________________________
 AE5116  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 AE5116
 AE5116  VERT ORDER  -  THIRD
 AE5116
 AE5116.The horizontal coordinates were scaled from a topographic map and have
 AE5116.an estimated accuracy of +/- 6 seconds.
 AE5116
 AE5116.The orthometric height was computed from unverified reset data.
 AE5116
 AE5116.The geoid height was determined by GEOID03.
 AE5116
 AE5116;                    North         East    Units  Estimated Accuracy
 AE5116;SPC IN W     -   623,630.      879,650.      MT  (+/- 180 meters Scaled)
 AE5116
 AE5116                          SUPERSEDED SURVEY CONTROL
 AE5116
 AE5116.No superseded survey control is available for this station.
 AE5116
 AE5116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL726238(NAD 83)
 AE5116_MARKER: DB = BENCH MARK DISK
 AE5116_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AE5116_SP_SET: BRIDGE WINGWALL
 AE5116_STAMPING: C 107 RESET 1996
 AE5116_MARK LOGO: USGS  
 AE5116_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5116
 AE5116  HISTORY     - Date     Condition        Report By
 AE5116  HISTORY     - 1996     MONUMENTED       LOCENG
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1340 ***********************************************************************
 LB1340  DESIGNATION -  C 108
 LB1340  PID         -  LB1340
 LB1340  STATE/COUNTY-  IN/JASPER
 LB1340  USGS QUAD   -  REMINGTON (1980)
 LB1340
 LB1340                         *CURRENT SURVEY CONTROL
 LB1340  ___________________________________________________________________
 LB1340* NAD 83(1986)-  40 47 57.     (N)    087 09 14.     (W)     SCALED    
 LB1340* NAVD 88     -       214.188  (meters)     702.72   (feet)  ADJUSTED  
 LB1340  ___________________________________________________________________
 LB1340  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 LB1340  DYNAMIC HT  -         214.091 (meters)     702.40  (feet)  COMP
 LB1340  MODELED GRAV-     980,168.4   (mgal)                       NAVD 88
 LB1340
 LB1340  VERT ORDER  -  SECOND    CLASS 0
 LB1340
 LB1340.The horizontal coordinates were scaled from a topographic map and have
 LB1340.an estimated accuracy of +/- 6 seconds.
 LB1340
 LB1340.The orthometric height was determined by differential leveling
 LB1340.and adjusted by the National Geodetic Survey in June 1991..
 LB1340
 LB1340.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1340.See file dsdata.txt to determine how the superseded data were derived.
 LB1340
 LB1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL870164(NAD 83)
 LB1340_MARKER: DB = BENCH MARK DISK
 LB1340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1340_SP_SET: CULVERT
 LB1340_STAMPING: C 108 1946
 LB1340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1340
 LB1340  HISTORY     - Date     Condition        Report By
 LB1340  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1369 ***********************************************************************
 LB1369  DESIGNATION -  C 109
 LB1369  PID         -  LB1369
 LB1369  STATE/COUNTY-  IN/WHITE
 LB1369  USGS QUAD   -  WOLCOTT (1991)
 LB1369
 LB1369                         *CURRENT SURVEY CONTROL
 LB1369  ___________________________________________________________________
 LB1369* NAD 83(1986)-  40 49 34.     (N)    087 00 19.     (W)     SCALED    
 LB1369* NAVD 88     -       210.132  (meters)     689.41   (feet)  ADJUSTED  
 LB1369  ___________________________________________________________________
 LB1369  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 LB1369  DYNAMIC HT  -         210.037 (meters)     689.10  (feet)  COMP
 LB1369  MODELED GRAV-     980,168.5   (mgal)                       NAVD 88
 LB1369
 LB1369  VERT ORDER  -  SECOND    CLASS 0
 LB1369
 LB1369.The horizontal coordinates were scaled from a topographic map and have
 LB1369.an estimated accuracy of +/- 6 seconds.
 LB1369
 LB1369.The orthometric height was determined by differential leveling
 LB1369.and adjusted by the National Geodetic Survey in June 1991..
 LB1369
 LB1369.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1369.See file dsdata.txt to determine how the superseded data were derived.
 LB1369
 LB1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL995194(NAD 83)
 LB1369_MARKER: DB = BENCH MARK DISK
 LB1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1369_STAMPING: C 109 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1401 ***********************************************************************
 ME1401  DESIGNATION -  C 110
 ME1401  PID         -  ME1401
 ME1401  STATE/COUNTY-  IN/JASPER
 ME1401  USGS QUAD   -  GIFFORD (1962)
 ME1401
 ME1401                         *CURRENT SURVEY CONTROL
 ME1401  ___________________________________________________________________
 ME1401* NAD 83(1986)-  41 00 46.     (N)    087 01 02.     (W)     SCALED    
 ME1401* NAVD 88     -       210.430  (meters)     690.39   (feet)  ADJUSTED  
 ME1401  ___________________________________________________________________
 ME1401  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME1401  DYNAMIC HT  -         210.338 (meters)     690.08  (feet)  COMP
 ME1401  MODELED GRAV-     980,181.8   (mgal)                       NAVD 88
 ME1401
 ME1401  VERT ORDER  -  SECOND    CLASS 0
 ME1401
 ME1401.The horizontal coordinates were scaled from a topographic map and have
 ME1401.an estimated accuracy of +/- 6 seconds.
 ME1401
 ME1401.The orthometric height was determined by differential leveling
 ME1401.and adjusted by the National Geodetic Survey in June 1991..
 ME1401
 ME1401.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1401.See file dsdata.txt to determine how the superseded data were derived.
 ME1401
 ME1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL985401(NAD 83)
 ME1401_MARKER: DR = REFERENCE MARK DISK
 ME1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1401_STAMPING: C 110 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0629 ***********************************************************************
 LB0629  DESIGNATION -  C 111
 LB0629  PID         -  LB0629
 LB0629  STATE/COUNTY-  IN/BOONE
 LB0629  USGS QUAD   -  LEBANON (1979)
 LB0629
 LB0629                         *CURRENT SURVEY CONTROL
 LB0629  ___________________________________________________________________
 LB0629* NAD 83(1986)-  40 02 05.     (N)    086 27 53.     (W)     SCALED    
 LB0629* NAVD 88     -       289.861  (meters)     950.99   (feet)  ADJUSTED  
 LB0629  ___________________________________________________________________
 LB0629  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 LB0629  DYNAMIC HT  -         289.701 (meters)     950.46  (feet)  COMP
 LB0629  MODELED GRAV-     980,065.3   (mgal)                       NAVD 88
 LB0629
 LB0629  VERT ORDER  -  SECOND    CLASS 0
 LB0629
 LB0629.The horizontal coordinates were scaled from a topographic map and have
 LB0629.an estimated accuracy of +/- 6 seconds.
 LB0629
 LB0629.The orthometric height was determined by differential leveling
 LB0629.and adjusted by the National Geodetic Survey in June 1991..
 LB0629
 LB0629.The geoid height was determined by GEOID03.
 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     -   531,560.      952,800.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0629.See file dsdata.txt to determine how the superseded data were derived.
 LB0629
 LB0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK456317(NAD 83)
 LB0629_MARKER: DB = BENCH MARK DISK
 LB0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0629_STAMPING: C 111 1946
 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 = OCTOBER  6, 2006
 LB0604 ***********************************************************************
 LB0604  DESIGNATION -  C 112
 LB0604  PID         -  LB0604
 LB0604  STATE/COUNTY-  IN/HAMILTON
 LB0604  USGS QUAD   -  WESTFIELD (1992)
 LB0604
 LB0604                         *CURRENT SURVEY CONTROL
 LB0604  ___________________________________________________________________
 LB0604* NAD 83(1986)-  40 02 31.     (N)    086 11 51.     (W)     SCALED    
 LB0604* NAVD 88     -       272.761  (meters)     894.88   (feet)  ADJUSTED  
 LB0604  ___________________________________________________________________
 LB0604  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 LB0604  DYNAMIC HT  -         272.608 (meters)     894.38  (feet)  COMP
 LB0604  MODELED GRAV-     980,060.4   (mgal)                       NAVD 88
 LB0604
 LB0604  VERT ORDER  -  SECOND    CLASS 0
 LB0604
 LB0604.The horizontal coordinates were scaled from a topographic map and have
 LB0604.an estimated accuracy of +/- 6 seconds.
 LB0604
 LB0604.The orthometric height was determined by differential leveling
 LB0604.and adjusted by the National Geodetic Survey in June 1991..
 LB0604
 LB0604.The geoid height was determined by GEOID03.
 LB0604
 LB0604.The dynamic height is computed by dividing the NAVD 88
 LB0604.geopotential number by the normal gravity value computed on the
 LB0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0604.degrees latitude (g = 980.6199 gals.).
 LB0604
 LB0604.The modeled gravity was interpolated from observed gravity values.
 LB0604
 LB0604;                    North         East    Units  Estimated Accuracy
 LB0604;SPC IN E     -   532,310.       54,700.      MT  (+/- 180 meters Scaled)
 LB0604
 LB0604                          SUPERSEDED SURVEY CONTROL
 LB0604
 LB0604  NGVD 29 (??/??/92)  272.874  (m)          895.25   (f) ADJ UNCH    2 0
 LB0604
 LB0604.Superseded values are not recommended for survey control.
 LB0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0604.See file dsdata.txt to determine how the superseded data were derived.
 LB0604
 LB0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK684327(NAD 83)
 LB0604_MARKER: DB = BENCH MARK DISK
 LB0604_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0604_SP_SET: BRIDGE WINGWALL
 LB0604_STAMPING: C 112 1946
 LB0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0604
 LB0604  HISTORY     - Date     Condition        Report By
 LB0604  HISTORY     - 1946     MONUMENTED       CGS
 LB0604
 LB0604                          STATION DESCRIPTION
 LB0604
 LB0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0604'AT EAGLE TOWN.
 LB0604'AT EAGLE TOWN, ABOUT 0.2 MILE WEST OF THE CROSS ROADS, SET IN THE
 LB0604'TOP OF THE SOUTHEAST WINGWALL OF A 50-FOOT CONCRETE BRIDGE OVER
 LB0604'LITTLE EAGLE CREEK, 12 FEET SOUTH OF THE CENTER LINE OF THE
 LB0604'HIGHWAY AND ABOUT LEVEL WITH THE BRIDGE FLOOR.  A STANDARD
 LB0604'DISK, STAMPED C 112 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0881 ***********************************************************************
 LB0881  CBN         -  This is a Cooperative Base Network Control Station.
 LB0881  DESIGNATION -  C 113
 LB0881  PID         -  LB0881
 LB0881  STATE/COUNTY-  IN/BOONE
 LB0881  USGS QUAD   -  HAZELRIGG (1980)
 LB0881
 LB0881                         *CURRENT SURVEY CONTROL
 LB0881  ___________________________________________________________________
 LB0881* NAD 83(1997)-  40 04 39.96161(N)    086 37 11.39034(W)     ADJUSTED  
 LB0881* NAVD 88     -       270.661  (meters)     887.99   (feet)  ADJUSTED  
 LB0881  ___________________________________________________________________
 LB0881  X           -     288,161.465 (meters)                     COMP
 LB0881  Y           -  -4,878,831.560 (meters)                     COMP
 LB0881  Z           -   4,084,749.134 (meters)                     COMP
 LB0881  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 LB0881  ELLIP HEIGHT-         237.04  (meters)          (04/10/98) GPS OBS
 LB0881  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 LB0881  DYNAMIC HT  -         270.514 (meters)     887.51  (feet)  COMP
 LB0881  MODELED GRAV-     980,075.0   (mgal)                       NAVD 88
 LB0881
 LB0881  HORZ ORDER  -  B
 LB0881  VERT ORDER  -  SECOND    CLASS 0
 LB0881  ELLP ORDER  -  FOURTH    CLASS I
 LB0881
 LB0881.The horizontal coordinates were established by GPS observations
 LB0881.and adjusted by the National Geodetic Survey in April 1998..
 LB0881
 LB0881.The orthometric height was determined by differential leveling
 LB0881.and adjusted by the National Geodetic Survey in June 1991..
 LB0881
 LB0881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB0881
 LB0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB0881
 LB0881.The ellipsoidal height was determined by GPS observations
 LB0881.and is referenced to NAD 83.
 LB0881
 LB0881.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 LB0881;SPC IN W     -   536,255.205   939,534.102   MT  0.99998590   +0 17 54.3
 LB0881;SPC IN W     - 1,759,363.95  3,082,454.80   sFT  0.99998590   +0 17 54.3
 LB0881;UTM  16      - 4,436,457.902   532,414.340   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                          SUPERSEDED SURVEY CONTROL
 LB0881
 LB0881  NAVD 88 (04/10/98)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0881.See file dsdata.txt to determine how the superseded data were derived.
 LB0881
 LB0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3241436458(NAD 83)
 LB0881_MARKER: DB = BENCH MARK DISK
 LB0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0881_STAMPING: C 113 1946
 LB0881_MARK LOGO: CGS   
 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 - July 22, 1998
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0585 ***********************************************************************
 LB0585  DESIGNATION -  C 114
 LB0585  PID         -  LB0585
 LB0585  STATE/COUNTY-  IN/BOONE
 LB0585  USGS QUAD   -  KIRKLIN (1977)
 LB0585
 LB0585                         *CURRENT SURVEY CONTROL
 LB0585  ___________________________________________________________________
 LB0585* NAD 83(1986)-  40 07 40.     (N)    086 20 35.     (W)     SCALED    
 LB0585* NAVD 88     -       287.277  (meters)     942.51   (feet)  ADJUSTED  
 LB0585  ___________________________________________________________________
 LB0585  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 LB0585  DYNAMIC HT  -         287.118 (meters)     941.99  (feet)  COMP
 LB0585  MODELED GRAV-     980,066.0   (mgal)                       NAVD 88
 LB0585
 LB0585  VERT ORDER  -  SECOND    CLASS 0
 LB0585
 LB0585.The horizontal coordinates were scaled from a topographic map and have
 LB0585.an estimated accuracy of +/- 6 seconds.
 LB0585
 LB0585.The orthometric height was determined by differential leveling
 LB0585.and adjusted by the National Geodetic Survey in June 1991..
 LB0585
 LB0585.The geoid height was determined by GEOID03.
 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     -   541,970.      963,100.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0585.See file dsdata.txt to determine how the superseded data were derived.
 LB0585
 LB0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK559421(NAD 83)
 LB0585_MARKER: DB = BENCH MARK DISK
 LB0585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0585_SP_SET: PIPE CULVERT HEADWALL
 LB0585_STAMPING: C 114 1946
 LB0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0035 ***********************************************************************
 LB0035  DESIGNATION -  C 115
 LB0035  PID         -  LB0035
 LB0035  STATE/COUNTY-  IN/HOWARD
 LB0035  USGS QUAD   -  YOUNG AMERICA (1959)
 LB0035
 LB0035                         *CURRENT SURVEY CONTROL
 LB0035  ___________________________________________________________________
 LB0035* NAD 83(1986)-  40 33 15.     (N)    086 16 48.     (W)     SCALED    
 LB0035* NAVD 88     -       244.383  (meters)     801.78   (feet)  ADJUSTED  
 LB0035  ___________________________________________________________________
 LB0035  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 LB0035  DYNAMIC HT  -         244.260 (meters)     801.38  (feet)  COMP
 LB0035  MODELED GRAV-     980,114.0   (mgal)                       NAVD 88
 LB0035
 LB0035  VERT ORDER  -  SECOND    CLASS 0
 LB0035
 LB0035.The horizontal coordinates were scaled from a topographic map and have
 LB0035.an estimated accuracy of +/- 6 seconds.
 LB0035
 LB0035.The orthometric height was determined by differential leveling
 LB0035.and adjusted by the National Geodetic Survey in June 1991..
 LB0035
 LB0035.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0035.See file dsdata.txt to determine how the superseded data were derived.
 LB0035
 LB0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK609895(NAD 83)
 LB0035_MARKER: DB = BENCH MARK DISK
 LB0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0035_STAMPING: C 115 1946
 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 = OCTOBER  6, 2006
 LB0318 ***********************************************************************
 LB0318  DESIGNATION -  C 116
 LB0318  PID         -  LB0318
 LB0318  STATE/COUNTY-  IN/CLINTON
 LB0318  USGS QUAD   -  BURLINGTON (1984)
 LB0318
 LB0318                         *CURRENT SURVEY CONTROL
 LB0318  ___________________________________________________________________
 LB0318* NAD 83(1986)-  40 23 17.     (N)    086 23 35.     (W)     SCALED    
 LB0318* NAVD 88     -       263.783  (meters)     865.43   (feet)  ADJUSTED  
 LB0318  ___________________________________________________________________
 LB0318  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 LB0318  DYNAMIC HT  -         263.645 (meters)     864.98  (feet)  COMP
 LB0318  MODELED GRAV-     980,094.7   (mgal)                       NAVD 88
 LB0318
 LB0318  VERT ORDER  -  SECOND    CLASS 0
 LB0318
 LB0318.The horizontal coordinates were scaled from a topographic map and have
 LB0318.an estimated accuracy of +/- 6 seconds.
 LB0318
 LB0318.The orthometric height was determined by differential leveling
 LB0318.and adjusted by the National Geodetic Survey in June 1991..
 LB0318
 LB0318.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0318.See file dsdata.txt to determine how the superseded data were derived.
 LB0318
 LB0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK515710(NAD 83)
 LB0318_MARKER: DB = BENCH MARK DISK
 LB0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0318_STAMPING: C 116 1946
 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 = OCTOBER  6, 2006
 LB0386 ***********************************************************************
 LB0386  DESIGNATION -  C 117
 LB0386  PID         -  LB0386
 LB0386  STATE/COUNTY-  IN/CARROLL
 LB0386  USGS QUAD   -  BURLINGTON (1984)
 LB0386
 LB0386                         *CURRENT SURVEY CONTROL
 LB0386  ___________________________________________________________________
 LB0386* NAD 83(1986)-  40 29 02.     (N)    086 23 22.     (W)     SCALED    
 LB0386* NAVD 88     -       228.348  (meters)     749.17   (feet)  ADJUSTED  
 LB0386  ___________________________________________________________________
 LB0386  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 LB0386  DYNAMIC HT  -         228.230 (meters)     748.78  (feet)  COMP
 LB0386  MODELED GRAV-     980,105.0   (mgal)                       NAVD 88
 LB0386
 LB0386  VERT ORDER  -  SECOND    CLASS 0
 LB0386
 LB0386.The horizontal coordinates were scaled from a topographic map and have
 LB0386.an estimated accuracy of +/- 6 seconds.
 LB0386
 LB0386.The orthometric height was determined by differential leveling
 LB0386.and adjusted by the National Geodetic Survey in June 1991..
 LB0386
 LB0386.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0386.See file dsdata.txt to determine how the superseded data were derived.
 LB0386
 LB0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK517816(NAD 83)
 LB0386_MARKER: DB = BENCH MARK DISK
 LB0386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0386_SP_SET: CULVERT HEADWALL
 LB0386_STAMPING: C 117 1946
 LB0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0018 ***********************************************************************
 LB0018  DESIGNATION -  C 118
 LB0018  PID         -  LB0018
 LB0018  STATE/COUNTY-  IN/CASS
 LB0018  USGS QUAD   -  CLYMERS (1987)
 LB0018
 LB0018                         *CURRENT SURVEY CONTROL
 LB0018  ___________________________________________________________________
 LB0018* NAD 83(1986)-  40 42 25.     (N)    086 23 09.     (W)     SCALED    
 LB0018* NAVD 88     -       224.081  (meters)     735.17   (feet)  ADJUSTED  
 LB0018  ___________________________________________________________________
 LB0018  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 LB0018  DYNAMIC HT  -         223.973 (meters)     734.82  (feet)  COMP
 LB0018  MODELED GRAV-     980,138.6   (mgal)                       NAVD 88
 LB0018
 LB0018  VERT ORDER  -  SECOND    CLASS 0
 LB0018
 LB0018.The horizontal coordinates were scaled from a topographic map and have
 LB0018.an estimated accuracy of +/- 6 seconds.
 LB0018
 LB0018.The orthometric height was determined by differential leveling
 LB0018.and adjusted by the National Geodetic Survey in June 1991..
 LB0018
 LB0018.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0018.See file dsdata.txt to determine how the superseded data were derived.
 LB0018
 LB0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL518064(NAD 83)
 LB0018_MARKER: DB = BENCH MARK DISK
 LB0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0018_SP_SET: CONCRETE POST
 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 - December 20, 2005
 LB0018
 LB0018  HISTORY     - Date     Condition        Report By
 LB0018  HISTORY     - 1946     MONUMENTED       CGS
 LB0018  HISTORY     - 19870730 GOOD             NGS
 LB0018  HISTORY     - 20051220 GOOD             BUTLER
 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 AND SEUFERT INC 2005 (JRC)
 LB0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0604 ***********************************************************************
 KA0604  DESIGNATION -  C 121
 KA0604  PID         -  KA0604
 KA0604  STATE/COUNTY-  IN/PUTNAM
 KA0604  USGS QUAD   -  GREENCASTLE (1986)
 KA0604
 KA0604                         *CURRENT SURVEY CONTROL
 KA0604  ___________________________________________________________________
 KA0604* NAD 83(1986)-  39 38 13.     (N)    086 51 57.     (W)     SCALED    
 KA0604* NAVD 88     -       256.247  (meters)     840.70   (feet)  ADJUSTED  
 KA0604  ___________________________________________________________________
 KA0604  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KA0604  DYNAMIC HT  -         256.103 (meters)     840.23  (feet)  COMP
 KA0604  MODELED GRAV-     980,056.4   (mgal)                       NAVD 88
 KA0604
 KA0604  VERT ORDER  -  FIRST     CLASS II
 KA0604
 KA0604.The horizontal coordinates were scaled from a topographic map and have
 KA0604.an estimated accuracy of +/- 6 seconds.
 KA0604
 KA0604.The orthometric height was determined by differential leveling
 KA0604.and adjusted by the National Geodetic Survey in June 1991..
 KA0604
 KA0604.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0604.See file dsdata.txt to determine how the superseded data were derived.
 KA0604
 KA0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ115874(NAD 83)
 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 = OCTOBER  6, 2006
 KA0599 ***********************************************************************
 KA0599  DESIGNATION -  C 122
 KA0599  PID         -  KA0599
 KA0599  STATE/COUNTY-  IN/PUTNAM
 KA0599  USGS QUAD   -  GREENCASTLE (1986)
 KA0599
 KA0599                         *CURRENT SURVEY CONTROL
 KA0599  ___________________________________________________________________
 KA0599* NAD 83(1986)-  39 37 53.     (N)    086 50 01.     (W)     SCALED    
 KA0599* NAVD 88     -       242.653  (meters)     796.10   (feet)  ADJUSTED  
 KA0599  ___________________________________________________________________
 KA0599  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KA0599  DYNAMIC HT  -         242.516 (meters)     795.65  (feet)  COMP
 KA0599  MODELED GRAV-     980,054.5   (mgal)                       NAVD 88
 KA0599
 KA0599  VERT ORDER  -  SECOND    CLASS 0
 KA0599
 KA0599.The horizontal coordinates were scaled from a topographic map and have
 KA0599.an estimated accuracy of +/- 6 seconds.
 KA0599
 KA0599.The orthometric height was determined by differential leveling
 KA0599.and adjusted by the National Geodetic Survey in June 1991..
 KA0599
 KA0599.The geoid height was determined by GEOID03.
 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     -   486,620.      921,440.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0599.See file dsdata.txt to determine how the superseded data were derived.
 KA0599
 KA0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ142868(NAD 83)
 KA0599_MARKER: DB = BENCH MARK DISK
 KA0599_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0599_SP_SET: BRIDGE
 KA0599_STAMPING: C 122 1946
 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 = OCTOBER  6, 2006
 LB1395 ***********************************************************************
 LB1395  DESIGNATION -  C 123
 LB1395  PID         -  LB1395
 LB1395  STATE/COUNTY-  IN/BENTON
 LB1395  USGS QUAD   -  TEMPLETON (1980)
 LB1395
 LB1395                         *CURRENT SURVEY CONTROL
 LB1395  ___________________________________________________________________
 LB1395* NAD 83(1986)-  40 36 20.     (N)    087 09 19.     (W)     SCALED    
 LB1395* NAVD 88     -       225.812  (meters)     740.85   (feet)  ADJUSTED  
 LB1395  ___________________________________________________________________
 LB1395  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 LB1395  DYNAMIC HT  -         225.702 (meters)     740.49  (feet)  COMP
 LB1395  MODELED GRAV-     980,132.5   (mgal)                       NAVD 88
 LB1395
 LB1395  VERT ORDER  -  SECOND    CLASS 0
 LB1395
 LB1395.The horizontal coordinates were scaled from a topographic map and have
 LB1395.an estimated accuracy of +/- 6 seconds.
 LB1395
 LB1395.The orthometric height was determined by differential leveling
 LB1395.and adjusted by the National Geodetic Survey in June 1991..
 LB1395
 LB1395.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1395.See file dsdata.txt to determine how the superseded data were derived.
 LB1395
 LB1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK868949(NAD 83)
 LB1395_MARKER: DB = BENCH MARK DISK
 LB1395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1395_SP_SET: WINDOW SILL
 LB1395_STAMPING: C 123 1946
 LB1395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1327 ***********************************************************************
 LB1327  DESIGNATION -  C 124
 LB1327  PID         -  LB1327
 LB1327  STATE/COUNTY-  IN/BENTON
 LB1327  USGS QUAD   -  WADENA (1980)
 LB1327
 LB1327                         *CURRENT SURVEY CONTROL
 LB1327  ___________________________________________________________________
 LB1327* NAD 83(1986)-  40 38 58.     (N)    087 16 00.     (W)     SCALED    
 LB1327* NAVD 88     -       242.641  (meters)     796.06   (feet)  ADJUSTED  
 LB1327  ___________________________________________________________________
 LB1327  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 LB1327  DYNAMIC HT  -         242.525 (meters)     795.68  (feet)  COMP
 LB1327  MODELED GRAV-     980,138.5   (mgal)                       NAVD 88
 LB1327
 LB1327  VERT ORDER  -  SECOND    CLASS 0
 LB1327
 LB1327.The horizontal coordinates were scaled from a topographic map and have
 LB1327.an estimated accuracy of +/- 6 seconds.
 LB1327
 LB1327.The orthometric height was determined by differential leveling
 LB1327.and adjusted by the National Geodetic Survey in June 1991..
 LB1327
 LB1327.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1327.See file dsdata.txt to determine how the superseded data were derived.
 LB1327
 LB1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK774998(NAD 83)
 LB1327_MARKER: DB = BENCH MARK DISK
 LB1327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1327_SP_SET: CULVERT
 LB1327_STAMPING: C 124 1946
 LB1327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1462 ***********************************************************************
 LB1462  DESIGNATION -  C 125
 LB1462  PID         -  LB1462
 LB1462  STATE/COUNTY-  IN/WHITE
 LB1462  USGS QUAD   -  TEMPLETON NE (1980)
 LB1462
 LB1462                         *CURRENT SURVEY CONTROL
 LB1462  ___________________________________________________________________
 LB1462* NAD 83(1986)-  40 43 16.     (N)    087 00 17.     (W)     SCALED    
 LB1462* NAVD 88     -       216.469  (meters)     710.20   (feet)  ADJUSTED  
 LB1462  ___________________________________________________________________
 LB1462  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 LB1462  DYNAMIC HT  -         216.368 (meters)     709.87  (feet)  COMP
 LB1462  MODELED GRAV-     980,152.6   (mgal)                       NAVD 88
 LB1462
 LB1462  VERT ORDER  -  SECOND    CLASS 0
 LB1462
 LB1462.The horizontal coordinates were scaled from a topographic map and have
 LB1462.an estimated accuracy of +/- 6 seconds.
 LB1462
 LB1462.The orthometric height was determined by differential leveling
 LB1462.and adjusted by the National Geodetic Survey in June 1991..
 LB1462
 LB1462.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1462.See file dsdata.txt to determine how the superseded data were derived.
 LB1462
 LB1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL996077(NAD 83)
 LB1462_MARKER: DB = BENCH MARK DISK
 LB1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1462_STAMPING: C 125 1946
 LB1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1462+STABILITY: SURFACE MOTION
 LB1462
 LB1462  HISTORY     - Date     Condition        Report By
 LB1462  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1051 ***********************************************************************
 LB1051  DESIGNATION -  C 126
 LB1051  PID         -  LB1051
 LB1051  STATE/COUNTY-  IN/WHITE
 LB1051  USGS QUAD   -  MONTICELLO NORTH (1986)
 LB1051
 LB1051                         *CURRENT SURVEY CONTROL
 LB1051  ___________________________________________________________________
 LB1051* NAD 83(1986)-  40 52 10.     (N)    086 50 57.     (W)     SCALED    
 LB1051* NAVD 88     -       207.850  (meters)     681.92   (feet)  ADJUSTED  
 LB1051  ___________________________________________________________________
 LB1051  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 LB1051  DYNAMIC HT  -         207.757 (meters)     681.62  (feet)  COMP
 LB1051  MODELED GRAV-     980,171.7   (mgal)                       NAVD 88
 LB1051
 LB1051  VERT ORDER  -  SECOND    CLASS 0
 LB1051
 LB1051.The horizontal coordinates were scaled from a topographic map and have
 LB1051.an estimated accuracy of +/- 6 seconds.
 LB1051
 LB1051.The orthometric height was determined by differential leveling
 LB1051.and adjusted by the National Geodetic Survey in June 1991..
 LB1051
 LB1051.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1051.See file dsdata.txt to determine how the superseded data were derived.
 LB1051
 LB1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL127242(NAD 83)
 LB1051_MARKER: DB = BENCH MARK DISK
 LB1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1051_STAMPING: C 126 1946
 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 = OCTOBER  6, 2006
 LB0144 ***********************************************************************
 LB0144  DESIGNATION -  C 127
 LB0144  PID         -  LB0144
 LB0144  STATE/COUNTY-  IN/CASS
 LB0144  USGS QUAD   -  LUCERNE (1986)
 LB0144
 LB0144                         *CURRENT SURVEY CONTROL
 LB0144  ___________________________________________________________________
 LB0144* NAD 83(1986)-  40 51 59.     (N)    086 25 25.     (W)     SCALED    
 LB0144* NAVD 88     -       241.275  (meters)     791.58   (feet)  ADJUSTED  
 LB0144  ___________________________________________________________________
 LB0144  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 LB0144  DYNAMIC HT  -         241.166 (meters)     791.23  (feet)  COMP
 LB0144  MODELED GRAV-     980,167.3   (mgal)                       NAVD 88
 LB0144
 LB0144  VERT ORDER  -  SECOND    CLASS 0
 LB0144
 LB0144.The horizontal coordinates were scaled from a topographic map and have
 LB0144.an estimated accuracy of +/- 6 seconds.
 LB0144
 LB0144.The orthometric height was determined by differential leveling
 LB0144.and adjusted by the National Geodetic Survey in June 1991..
 LB0144
 LB0144.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0144.See file dsdata.txt to determine how the superseded data were derived.
 LB0144
 LB0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL485240(NAD 83)
 LB0144_MARKER: DB = BENCH MARK DISK
 LB0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0144_STAMPING: C 127 1946
 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 = OCTOBER  6, 2006
 LB1133 ***********************************************************************
 LB1133  DESIGNATION -  C 128
 LB1133  PID         -  LB1133
 LB1133  STATE/COUNTY-  IN/PULASKI
 LB1133  USGS QUAD   -  BUFFALO (1979)
 LB1133
 LB1133                         *CURRENT SURVEY CONTROL
 LB1133  ___________________________________________________________________
 LB1133* NAD 83(1986)-  40 55 35.     (N)    086 43 07.     (W)     SCALED    
 LB1133* NAVD 88     -       202.473  (meters)     664.28   (feet)  ADJUSTED  
 LB1133  ___________________________________________________________________
 LB1133  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 LB1133  DYNAMIC HT  -         202.383 (meters)     663.98  (feet)  COMP
 LB1133  MODELED GRAV-     980,178.5   (mgal)                       NAVD 88
 LB1133
 LB1133  VERT ORDER  -  SECOND    CLASS 0
 LB1133
 LB1133.The horizontal coordinates were scaled from a topographic map and have
 LB1133.an estimated accuracy of +/- 6 seconds.
 LB1133
 LB1133.The orthometric height was determined by differential leveling
 LB1133.and adjusted by the National Geodetic Survey in June 1991..
 LB1133
 LB1133.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1133.See file dsdata.txt to determine how the superseded data were derived.
 LB1133
 LB1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL236306(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB1044 ***********************************************************************
 LB1044  DESIGNATION -  C 129
 LB1044  PID         -  LB1044
 LB1044  STATE/COUNTY-  IN/PULASKI
 LB1044  USGS QUAD   -  STAR CITY (1962)
 LB1044
 LB1044                         *CURRENT SURVEY CONTROL
 LB1044  ___________________________________________________________________
 LB1044* NAD 83(1986)-  40 55 12.     (N)    086 31 42.     (W)     SCALED    
 LB1044* NAVD 88     -       219.364  (meters)     719.70   (feet)  ADJUSTED  
 LB1044  ___________________________________________________________________
 LB1044  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 LB1044  DYNAMIC HT  -         219.267 (meters)     719.38  (feet)  COMP
 LB1044  MODELED GRAV-     980,175.5   (mgal)                       NAVD 88
 LB1044
 LB1044  VERT ORDER  -  SECOND    CLASS 0
 LB1044
 LB1044.The horizontal coordinates were scaled from a topographic map and have
 LB1044.an estimated accuracy of +/- 6 seconds.
 LB1044
 LB1044.The orthometric height was determined by differential leveling
 LB1044.and adjusted by the National Geodetic Survey in June 1991..
 LB1044
 LB1044.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1044.See file dsdata.txt to determine how the superseded data were derived.
 LB1044
 LB1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL397299(NAD 83)
 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_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 = OCTOBER  6, 2006
 KA0378 ***********************************************************************
 KA0378  DESIGNATION -  C 13
 KA0378  PID         -  KA0378
 KA0378  STATE/COUNTY-  IN/OWEN
 KA0378  USGS QUAD   -  SPENCER (1983)
 KA0378
 KA0378                         *CURRENT SURVEY CONTROL
 KA0378  ___________________________________________________________________
 KA0378* NAD 83(1986)-  39 17 09.     (N)    086 46 03.     (W)     SCALED    
 KA0378* NAVD 88     -       169.913  (meters)     557.46   (feet)  ADJUSTED  
 KA0378  ___________________________________________________________________
 KA0378  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KA0378  DYNAMIC HT  -         169.812 (meters)     557.12  (feet)  COMP
 KA0378  MODELED GRAV-     980,031.4   (mgal)                       NAVD 88
 KA0378
 KA0378  VERT ORDER  -  FIRST     CLASS II
 KA0378
 KA0378.The horizontal coordinates were scaled from a topographic map and have
 KA0378.an estimated accuracy of +/- 6 seconds.
 KA0378
 KA0378.The orthometric height was determined by differential leveling
 KA0378.and adjusted by the National Geodetic Survey in June 1991..
 KA0378
 KA0378.The geoid height was determined by GEOID03.
 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     -   448,280.      927,250.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0378.See file dsdata.txt to determine how the superseded data were derived.
 KA0378
 KA0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ200485(NAD 83)
 KA0378_MARKER: DB = BENCH MARK DISK
 KA0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0378_STAMPING: 577.876 C 13 1930
 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             NGS
 KA0378
 KA0378                          STATION DESCRIPTION
 KA0378
 KA0378'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0710 ***********************************************************************
 ME0710  DESIGNATION -  C 130
 ME0710  PID         -  ME0710
 ME0710  STATE/COUNTY-  IN/PULASKI
 ME0710  USGS QUAD   -  NORTH JUDSON SE (1962)
 ME0710
 ME0710                         *CURRENT SURVEY CONTROL
 ME0710  ___________________________________________________________________
 ME0710* NAD 83(1986)-  41 04 53.     (N)    086 49 57.     (W)     SCALED    
 ME0710* NAVD 88     -       209.630  (meters)     687.76   (feet)  ADJUSTED  
 ME0710  ___________________________________________________________________
 ME0710  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 ME0710  DYNAMIC HT  -         209.539 (meters)     687.46  (feet)  COMP
 ME0710  MODELED GRAV-     980,185.0   (mgal)                       NAVD 88
 ME0710
 ME0710  VERT ORDER  -  SECOND    CLASS 0
 ME0710
 ME0710.The horizontal coordinates were scaled from a topographic map and have
 ME0710.an estimated accuracy of +/- 6 seconds.
 ME0710
 ME0710.The orthometric height was determined by differential leveling
 ME0710.and adjusted by the National Geodetic Survey in June 1991..
 ME0710
 ME0710.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0710.See file dsdata.txt to determine how the superseded data were derived.
 ME0710
 ME0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL140478(NAD 83)
 ME0710_MARKER: DB = BENCH MARK DISK
 ME0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0710_STAMPING: C 130 1946
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 ME0467 ***********************************************************************
 ME0467  DESIGNATION -  C 131
 ME0467  PID         -  ME0467
 ME0467  STATE/COUNTY-  IN/FULTON
 ME0467  USGS QUAD   -  KEWANNA (1977)
 ME0467
 ME0467                         *CURRENT SURVEY CONTROL
 ME0467  ___________________________________________________________________
 ME0467* NAD 83(1986)-  41 01 07.     (N)    086 27 35.     (W)     SCALED    
 ME0467* NAVD 88     -       232.119  (meters)     761.54   (feet)  ADJUSTED  
 ME0467  ___________________________________________________________________
 ME0467  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME0467  DYNAMIC HT  -         232.020 (meters)     761.22  (feet)  COMP
 ME0467  MODELED GRAV-     980,193.2   (mgal)                       NAVD 88
 ME0467
 ME0467  VERT ORDER  -  SECOND    CLASS 0
 ME0467
 ME0467.The horizontal coordinates were scaled from a topographic map and have
 ME0467.an estimated accuracy of +/- 6 seconds.
 ME0467
 ME0467.The orthometric height was determined by differential leveling
 ME0467.and adjusted by the National Geodetic Survey in June 1991..
 ME0467
 ME0467.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0467.See file dsdata.txt to determine how the superseded data were derived.
 ME0467
 ME0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL454409(NAD 83)
 ME0467_MARKER: DB = BENCH MARK DISK
 ME0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0467_STAMPING: C 131 1946
 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 = OCTOBER  6, 2006
 ME0662 ***********************************************************************
 ME0662  DESIGNATION -  C 132
 ME0662  PID         -  ME0662
 ME0662  STATE/COUNTY-  IN/PULASKI
 ME0662  USGS QUAD   -  DENHAM (1962)
 ME0662
 ME0662                         *CURRENT SURVEY CONTROL
 ME0662  ___________________________________________________________________
 ME0662* NAD 83(1986)-  41 08 28.     (N)    086 42 47.     (W)     SCALED    
 ME0662* NAVD 88     -       215.849  (meters)     708.16   (feet)  ADJUSTED  
 ME0662  ___________________________________________________________________
 ME0662  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 ME0662  DYNAMIC HT  -         215.756 (meters)     707.86  (feet)  COMP
 ME0662  MODELED GRAV-     980,191.2   (mgal)                       NAVD 88
 ME0662
 ME0662  VERT ORDER  -  SECOND    CLASS 0
 ME0662
 ME0662.The horizontal coordinates were scaled from a topographic map and have
 ME0662.an estimated accuracy of +/- 6 seconds.
 ME0662
 ME0662.The orthometric height was determined by differential leveling
 ME0662.and adjusted by the National Geodetic Survey in June 1991..
 ME0662
 ME0662.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0662.See file dsdata.txt to determine how the superseded data were derived.
 ME0662
 ME0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL240544(NAD 83)
 ME0662_MARKER: DB = BENCH MARK DISK
 ME0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0662_STAMPING: C 132 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0685 ***********************************************************************
 ME0685  DESIGNATION -  C 133
 ME0685  PID         -  ME0685
 ME0685  STATE/COUNTY-  IN/STARKE
 ME0685  USGS QUAD   -  KNOX EAST (1969)
 ME0685
 ME0685                         *CURRENT SURVEY CONTROL
 ME0685  ___________________________________________________________________
 ME0685* NAD 83(1986)-  41 17 16.     (N)    086 37 15.     (W)     SCALED    
 ME0685* NAVD 88     -       216.872  (meters)     711.52   (feet)  ADJUSTED  
 ME0685  ___________________________________________________________________
 ME0685  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0685  DYNAMIC HT  -         216.783 (meters)     711.23  (feet)  COMP
 ME0685  MODELED GRAV-     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 topographic map and have
 ME0685.an estimated accuracy of +/- 6 seconds.
 ME0685
 ME0685.The orthometric height was determined by differential leveling
 ME0685.and adjusted by the National Geodetic Survey in June 1991..
 ME0685
 ME0685.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0685.See file dsdata.txt to determine how the superseded data were derived.
 ME0685
 ME0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL317707(NAD 83)
 ME0685_MARKER: DB = BENCH MARK DISK
 ME0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0685_STAMPING: C 133 1946
 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   NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 ME0322 ***********************************************************************
 ME0322  DESIGNATION -  C 134
 ME0322  PID         -  ME0322
 ME0322  STATE/COUNTY-  IN/FULTON
 ME0322  USGS QUAD   -  CULVER (1980)
 ME0322
 ME0322                         *CURRENT SURVEY CONTROL
 ME0322  ___________________________________________________________________
 ME0322* NAD 83(1986)-  41 07 35.     (N)    086 25 04.     (W)     SCALED    
 ME0322* NAVD 88     -       226.226  (meters)     742.21   (feet)  ADJUSTED  
 ME0322  ___________________________________________________________________
 ME0322  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME0322  DYNAMIC HT  -         226.134 (meters)     741.91  (feet)  COMP
 ME0322  MODELED GRAV-     980,211.2   (mgal)                       NAVD 88
 ME0322
 ME0322  VERT ORDER  -  SECOND    CLASS 0
 ME0322
 ME0322.The horizontal coordinates were scaled from a topographic map and have
 ME0322.an estimated accuracy of +/- 6 seconds.
 ME0322
 ME0322.The orthometric height was determined by differential leveling
 ME0322.and adjusted by the National Geodetic Survey in June 1991..
 ME0322
 ME0322.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0322.See file dsdata.txt to determine how the superseded data were derived.
 ME0322
 ME0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL488529(NAD 83)
 ME0322_MARKER: DB = BENCH MARK DISK
 ME0322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0322_SP_SET: CULVERT
 ME0322_STAMPING: C 134 1946 742.61
 ME0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0322
 ME0322  HISTORY     - Date     Condition        Report By
 ME0322  HISTORY     - 1946     MONUMENTED       CGS
 ME0322  HISTORY     - 1969     GOOD             NGS
 ME0322  HISTORY     - 1992     MARK NOT FOUND   INDNR
 ME0322
 ME0322                          STATION DESCRIPTION
 ME0322
 ME0322'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1104 ***********************************************************************
 MD1104  DESIGNATION -  C 135
 MD1104  PID         -  MD1104
 MD1104  STATE/COUNTY-  IN/KOSCIUSKO
 MD1104  USGS QUAD   -  PIERCETON (1994)
 MD1104
 MD1104                         *CURRENT SURVEY CONTROL
 MD1104  ___________________________________________________________________
 MD1104* NAD 83(1986)-  41 10 26.     (N)    085 44 37.     (W)     SCALED    
 MD1104* NAVD 88     -       271.518  (meters)     890.81   (feet)  ADJUSTED  
 MD1104  ___________________________________________________________________
 MD1104  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MD1104  DYNAMIC HT  -         271.402 (meters)     890.42  (feet)  COMP
 MD1104  MODELED GRAV-     980,189.1   (mgal)                       NAVD 88
 MD1104
 MD1104  VERT ORDER  -  SECOND    CLASS 0
 MD1104
 MD1104.The horizontal coordinates were scaled from a topographic map and have
 MD1104.an estimated accuracy of +/- 6 seconds.
 MD1104
 MD1104.The orthometric height was determined by differential leveling
 MD1104.and adjusted by the National Geodetic Survey in June 1991..
 MD1104
 MD1104.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1104.See file dsdata.txt to determine how the superseded data were derived.
 MD1104
 MD1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL053588(NAD 83)
 MD1104_MARKER: DB = BENCH MARK DISK
 MD1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1104_STAMPING: C 135 1946
 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 = OCTOBER  6, 2006
 LB1208 ***********************************************************************
 LB1208  DESIGNATION -  C 136 RESET 1962
 LB1208  PID         -  LB1208
 LB1208  STATE/COUNTY-  IN/WHITE
 LB1208  USGS QUAD   -  ROUND GROVE (1962)
 LB1208
 LB1208                         *CURRENT SURVEY CONTROL
 LB1208  ___________________________________________________________________
 LB1208* NAD 83(1986)-  40 35 36.     (N)    087 01 48.     (W)     SCALED    
 LB1208* NAVD 88     -       224.01   (meters)     734.9    (feet)  RESET     
 LB1208  ___________________________________________________________________
 LB1208  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 LB1208
 LB1208  VERT ORDER  -  THIRD
 LB1208
 LB1208.The horizontal coordinates were scaled from a topographic map and have
 LB1208.an estimated accuracy of +/- 6 seconds.
 LB1208
 LB1208.The orthometric height was computed from unverified reset data.
 LB1208
 LB1208.The geoid height was determined by GEOID03.
 LB1208
 LB1208;                    North         East    Units  Estimated Accuracy
 LB1208;SPC IN W     -   593,400.      904,520.      MT  (+/- 180 meters Scaled)
 LB1208
 LB1208                          SUPERSEDED SURVEY CONTROL
 LB1208
 LB1208  NGVD 29 (??/??/??)  224.09   (m)          735.2    (f) RESET       3  
 LB1208
 LB1208.Superseded values are not recommended for survey control.
 LB1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1208.See file dsdata.txt to determine how the superseded data were derived.
 LB1208
 LB1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK974936(NAD 83)
 LB1208_MARKER: DB = BENCH MARK DISK
 LB1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1208_STAMPING: C 136 RESET 1962
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1230 ***********************************************************************
 ME1230  DESIGNATION -  C 138
 ME1230  PID         -  ME1230
 ME1230  STATE/COUNTY-  IN/LAKE
 ME1230  USGS QUAD   -  ST JOHN (1992)
 ME1230
 ME1230                         *CURRENT SURVEY CONTROL
 ME1230  ___________________________________________________________________
 ME1230* NAD 83(1986)-  41 22 36.     (N)    087 22 59.     (W)     SCALED    
 ME1230* NAVD 88     -       214.494  (meters)     703.72   (feet)  ADJUSTED  
 ME1230  ___________________________________________________________________
 ME1230  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 ME1230  DYNAMIC HT  -         214.407 (meters)     703.43  (feet)  COMP
 ME1230  MODELED GRAV-     980,209.1   (mgal)                       NAVD 88
 ME1230
 ME1230  VERT ORDER  -  SECOND    CLASS 0
 ME1230
 ME1230.The horizontal coordinates were scaled from a topographic map and have
 ME1230.an estimated accuracy of +/- 6 seconds.
 ME1230
 ME1230.The orthometric height was determined by differential leveling
 ME1230.and adjusted by the National Geodetic Survey in June 1991..
 ME1230
 ME1230.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1230.See file dsdata.txt to determine how the superseded data were derived.
 ME1230
 ME1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL679806(NAD 83)
 ME1230_MARKER: DB = BENCH MARK DISK
 ME1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1230_STAMPING: C 138 1946
 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 = OCTOBER  6, 2006
 ME1276 ***********************************************************************
 ME1276  DESIGNATION -  C 139
 ME1276  PID         -  ME1276
 ME1276  STATE/COUNTY-  IN/LAKE
 ME1276  USGS QUAD   -  LEROY (1992)
 ME1276
 ME1276                         *CURRENT SURVEY CONTROL
 ME1276  ___________________________________________________________________
 ME1276* NAD 83(1986)-  41 17 22.     (N)    087 18 20.     (W)     SCALED    
 ME1276* NAVD 88     -       202.356  (meters)     663.90   (feet)  ADJUSTED  
 ME1276  ___________________________________________________________________
 ME1276  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME1276  DYNAMIC HT  -         202.271 (meters)     663.62  (feet)  COMP
 ME1276  MODELED GRAV-     980,200.2   (mgal)                       NAVD 88
 ME1276
 ME1276  VERT ORDER  -  SECOND    CLASS 0
 ME1276
 ME1276.The horizontal coordinates were scaled from a topographic map and have
 ME1276.an estimated accuracy of +/- 6 seconds.
 ME1276
 ME1276.The orthometric height was determined by differential leveling
 ME1276.and adjusted by the National Geodetic Survey in June 1991..
 ME1276
 ME1276.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME1276
 ME1276  NGVD 29 (??/??/92)  202.444  (m)          664.18   (f) ADJ UNCH    2 0
 ME1276
 ME1276.Superseded values are not recommended for survey control.
 ME1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1276.See file dsdata.txt to determine how the superseded data were derived.
 ME1276
 ME1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL744709(NAD 83)
 ME1276_MARKER: DB = BENCH MARK DISK
 ME1276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1276_SP_SET: CULVERT
 ME1276_STAMPING: C 139 1946
 ME1276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1276
 ME1276  HISTORY     - Date     Condition        Report By
 ME1276  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1657 ***********************************************************************
 LA1657  DESIGNATION -  C 14
 LA1657  PID         -  LA1657
 LA1657  STATE/COUNTY-  IN/WABASH
 LA1657  USGS QUAD   -  WABASH (1994)
 LA1657
 LA1657                         *CURRENT SURVEY CONTROL
 LA1657  ___________________________________________________________________
 LA1657* NAD 83(1986)-  40 49 10.     (N)    085 46 33.     (W)     SCALED    
 LA1657* NAVD 88     -       204.137  (meters)     669.74   (feet)  ADJUSTED  
 LA1657  ___________________________________________________________________
 LA1657  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 LA1657  DYNAMIC HT  -         204.040 (meters)     669.42  (feet)  COMP
 LA1657  MODELED GRAV-     980,146.3   (mgal)                       NAVD 88
 LA1657
 LA1657  VERT ORDER  -  FIRST     CLASS II
 LA1657
 LA1657.The horizontal coordinates were scaled from a topographic map and have
 LA1657.an estimated accuracy of +/- 6 seconds.
 LA1657
 LA1657.The orthometric height was determined by differential leveling
 LA1657.and adjusted by the National Geodetic Survey in June 1991..
 LA1657
 LA1657.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1657.See file dsdata.txt to determine how the superseded data were derived.
 LA1657
 LA1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL032194(NAD 83)
 LA1657_MARKER: DB = BENCH MARK DISK
 LA1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1657_STAMPING: C 14 1930
 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             NGS
 LA1657
 LA1657                          STATION DESCRIPTION
 LA1657
 LA1657'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0589 ***********************************************************************
 ME0589  DESIGNATION -  C 143
 ME0589  PID         -  ME0589
 ME0589  STATE/COUNTY-  IN/LA PORTE
 ME0589  USGS QUAD   -  LA CROSSE (1958)
 ME0589
 ME0589                         *CURRENT SURVEY CONTROL
 ME0589  ___________________________________________________________________
 ME0589* NAD 83(1986)-  41 19 54.     (N)    086 53 29.     (W)     SCALED    
 ME0589* NAVD 88     -       207.780  (meters)     681.69   (feet)  ADJUSTED  
 ME0589  ___________________________________________________________________
 ME0589  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME0589  DYNAMIC HT  -         207.694 (meters)     681.41  (feet)  COMP
 ME0589  MODELED GRAV-     980,201.2   (mgal)                       NAVD 88
 ME0589
 ME0589  VERT ORDER  -  SECOND    CLASS 0
 ME0589
 ME0589.The horizontal coordinates were scaled from a topographic map and have
 ME0589.an estimated accuracy of +/- 6 seconds.
 ME0589
 ME0589.The orthometric height was determined by differential leveling
 ME0589.and adjusted by the National Geodetic Survey in June 1991..
 ME0589
 ME0589.The geoid height was determined by GEOID03.
 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     -   675,410.      916,070.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0589.See file dsdata.txt to determine how the superseded data were derived.
 ME0589
 ME0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL090755(NAD 83)
 ME0589_MARKER: DB = BENCH MARK DISK
 ME0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0589_STAMPING: C 143 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0385 ***********************************************************************
 ME0385  DESIGNATION -  C 144
 ME0385  PID         -  ME0385
 ME0385  STATE/COUNTY-  IN/FULTON
 ME0385  USGS QUAD   -  ROCHESTER (1992)
 ME0385
 ME0385                         *CURRENT SURVEY CONTROL
 ME0385  ___________________________________________________________________
 ME0385* NAD 83(1986)-  41 05 27.     (N)    086 12 53.     (W)     SCALED    
 ME0385* NAVD 88     -       234.014  (meters)     767.76   (feet)  ADJUSTED  
 ME0385  ___________________________________________________________________
 ME0385  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME0385  DYNAMIC HT  -         233.913 (meters)     767.43  (feet)  COMP
 ME0385  MODELED GRAV-     980,186.1   (mgal)                       NAVD 88
 ME0385
 ME0385  VERT ORDER  -  SECOND    CLASS 0
 ME0385
 ME0385.The horizontal coordinates were scaled from a topographic map and have
 ME0385.an estimated accuracy of +/- 6 seconds.
 ME0385
 ME0385.The orthometric height was determined by differential leveling
 ME0385.and adjusted by the National Geodetic Survey in June 1991..
 ME0385
 ME0385.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0385.See file dsdata.txt to determine how the superseded data were derived.
 ME0385
 ME0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL659491(NAD 83)
 ME0385_MARKER: DB = BENCH MARK DISK
 ME0385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0385_SP_SET: CULVERT
 ME0385_STAMPING: C 144 1946
 ME0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1265 ***********************************************************************
 MD1265  DESIGNATION -  C 145
 MD1265  PID         -  MD1265
 MD1265  STATE/COUNTY-  IN/KOSCIUSKO
 MD1265  USGS QUAD   -  ATWOOD (1994)
 MD1265
 MD1265                         *CURRENT SURVEY CONTROL
 MD1265  ___________________________________________________________________
 MD1265* NAD 83(1986)-  41 15 35.     (N)    085 58 36.     (W)     SCALED    
 MD1265* NAVD 88     -       251.531  (meters)     825.23   (feet)  ADJUSTED  
 MD1265  ___________________________________________________________________
 MD1265  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MD1265  DYNAMIC HT  -         251.426 (meters)     824.89  (feet)  COMP
 MD1265  MODELED GRAV-     980,200.4   (mgal)                       NAVD 88
 MD1265
 MD1265  VERT ORDER  -  FIRST     CLASS I
 MD1265
 MD1265.The horizontal coordinates were scaled from a topographic map and have
 MD1265.an estimated accuracy of +/- 6 seconds.
 MD1265
 MD1265.The orthometric height was determined by differential leveling
 MD1265.and adjusted by the National Geodetic Survey in June 1991..
 MD1265
 MD1265.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1265
 MD1265  NGVD 29 (01/19/93)  251.660  (m)          825.65   (f) ADJUSTED    1 1
 MD1265
 MD1265.Superseded values are not recommended for survey control.
 MD1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1265.See file dsdata.txt to determine how the superseded data were derived.
 MD1265
 MD1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL857680(NAD 83)
 MD1265_MARKER: DB = BENCH MARK DISK
 MD1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1265_SP_SET: CONCRETE POST
 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             NGS
 MD1265  HISTORY     - 19920909 GOOD             NGS
 MD1265
 MD1265                          STATION DESCRIPTION
 MD1265
 MD1265'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0949 ***********************************************************************
 LB0949  DESIGNATION -  C 146
 LB0949  PID         -  LB0949
 LB0949  STATE/COUNTY-  IN/CARROLL
 LB0949  USGS QUAD   -  BURROWS (1987)
 LB0949
 LB0949                         *CURRENT SURVEY CONTROL
 LB0949  ___________________________________________________________________
 LB0949* NAD 83(1986)-  40 41 33.     (N)    086 34 12.     (W)     SCALED    
 LB0949* NAVD 88     -       173.675  (meters)     569.80   (feet)  ADJUSTED  
 LB0949  ___________________________________________________________________
 LB0949  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LB0949  DYNAMIC HT  -         173.593 (meters)     569.53  (feet)  COMP
 LB0949  MODELED GRAV-     980,152.0   (mgal)                       NAVD 88
 LB0949
 LB0949  VERT ORDER  -  SECOND    CLASS 0
 LB0949
 LB0949.The horizontal coordinates were scaled from a topographic map and have
 LB0949.an estimated accuracy of +/- 6 seconds.
 LB0949
 LB0949.The orthometric height was determined by differential leveling
 LB0949.and adjusted by the National Geodetic Survey in June 1991..
 LB0949
 LB0949.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0949.See file dsdata.txt to determine how the superseded data were derived.
 LB0949
 LB0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL363047(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0981 ***********************************************************************
 LB0981  DESIGNATION -  C 147
 LB0981  PID         -  LB0981
 LB0981  STATE/COUNTY-  IN/WHITE
 LB0981  USGS QUAD   -  BROOKSTON (1986)
 LB0981
 LB0981                         *CURRENT SURVEY CONTROL
 LB0981  ___________________________________________________________________
 LB0981* NAD 83(1986)-  40 36 08.     (N)    086 48 41.     (W)     SCALED    
 LB0981* NAVD 88     -       201.867  (meters)     662.29   (feet)  ADJUSTED  
 LB0981  ___________________________________________________________________
 LB0981  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 LB0981  DYNAMIC HT  -         201.770 (meters)     661.97  (feet)  COMP
 LB0981  MODELED GRAV-     980,142.3   (mgal)                       NAVD 88
 LB0981
 LB0981  VERT ORDER  -  SECOND    CLASS 0
 LB0981
 LB0981.The horizontal coordinates were scaled from a topographic map and have
 LB0981.an estimated accuracy of +/- 6 seconds.
 LB0981
 LB0981.The orthometric height was determined by differential leveling
 LB0981.and adjusted by the National Geodetic Survey in June 1991..
 LB0981
 LB0981.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0981.See file dsdata.txt to determine how the superseded data were derived.
 LB0981
 LB0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK159946(NAD 83)
 LB0981_MARKER: DB = BENCH MARK DISK
 LB0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0981_STAMPING: C 147 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0762 ***********************************************************************
 ME0762  DESIGNATION -  C 149
 ME0762  PID         -  ME0762
 ME0762  STATE/COUNTY-  IN/LA PORTE
 ME0762  USGS QUAD   -  WESTVILLE (1977)
 ME0762
 ME0762                         *CURRENT SURVEY CONTROL
 ME0762  ___________________________________________________________________
 ME0762* NAD 83(1986)-  41 33 47.     (N)    086 53 47.     (W)     SCALED    
 ME0762* NAVD 88     -       251.973  (meters)     826.68   (feet)  ADJUSTED  
 ME0762  ___________________________________________________________________
 ME0762  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 ME0762  DYNAMIC HT  -         251.876 (meters)     826.36  (feet)  COMP
 ME0762  MODELED GRAV-     980,229.7   (mgal)                       NAVD 88
 ME0762
 ME0762  VERT ORDER  -  SECOND    CLASS 0
 ME0762
 ME0762.The horizontal coordinates were scaled from a topographic map and have
 ME0762.an estimated accuracy of +/- 6 seconds.
 ME0762
 ME0762.The orthometric height was determined by differential leveling
 ME0762.and adjusted by the National Geodetic Survey in June 1991..
 ME0762
 ME0762.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0762.See file dsdata.txt to determine how the superseded data were derived.
 ME0762
 ME0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM086012(NAD 83)
 ME0762_MARKER: DB = BENCH MARK DISK
 ME0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0762_STAMPING: C 149 1946
 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 = OCTOBER  6, 2006
 MD0643 ***********************************************************************
 MD0643  DESIGNATION -  C 15
 MD0643  PID         -  MD0643
 MD0643  STATE/COUNTY-  IN/ALLEN
 MD0643  USGS QUAD   -  FORT WAYNE WEST (1981)
 MD0643
 MD0643                         *CURRENT SURVEY CONTROL
 MD0643  ___________________________________________________________________
 MD0643* NAD 83(1986)-  41 04 29.     (N)    085 10 04.     (W)     SCALED    
 MD0643* NAVD 88     -       230.522  (meters)     756.30   (feet)  ADJUSTED  
 MD0643  ___________________________________________________________________
 MD0643  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MD0643  DYNAMIC HT  -         230.432 (meters)     756.01  (feet)  COMP
 MD0643  MODELED GRAV-     980,227.1   (mgal)                       NAVD 88
 MD0643
 MD0643  VERT ORDER  -  FIRST     CLASS I
 MD0643
 MD0643.The horizontal coordinates were scaled from a topographic map and have
 MD0643.an estimated accuracy of +/- 6 seconds.
 MD0643
 MD0643.The orthometric height was determined by differential leveling
 MD0643.and adjusted by the National Geodetic Survey in April 1995..
 MD0643.WARNING-Repeat measurements at this control monument indicate possible
 MD0643.vertical movement.
 MD0643
 MD0643.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD0643
 MD0643  NAVD 88 (06/15/91)  230.528  (m)          756.32   (f) UNKNOWN     1 1
 MD0643  NGVD 29 (01/19/93)  230.689  (m)          756.85   (f) ADJUSTED    1 1
 MD0643
 MD0643.Superseded values are not recommended for survey control.
 MD0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0643.See file dsdata.txt to determine how the superseded data were derived.
 MD0643
 MD0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL539486(NAD 83)
 MD0643_MARKER: DB = BENCH MARK DISK
 MD0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0643_SP_SET: CONCRETE POST
 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             NGS
 MD0643  HISTORY     - 19921010 GOOD             NGS
 MD0643
 MD0643                          STATION DESCRIPTION
 MD0643
 MD0643'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0577 ***********************************************************************
 ME0577  DESIGNATION -  C 150
 ME0577  PID         -  ME0577
 ME0577  STATE/COUNTY-  IN/PORTER
 ME0577  USGS QUAD   -  WANATAH (1972)
 ME0577
 ME0577                         *CURRENT SURVEY CONTROL
 ME0577  ___________________________________________________________________
 ME0577* NAD 83(1986)-  41 26 28.     (N)    086 58 37.     (W)     SCALED    
 ME0577* NAVD 88     -       226.054  (meters)     741.65   (feet)  ADJUSTED  
 ME0577  ___________________________________________________________________
 ME0577  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME0577  DYNAMIC HT  -         225.962 (meters)     741.34  (feet)  COMP
 ME0577  MODELED GRAV-     980,214.1   (mgal)                       NAVD 88
 ME0577
 ME0577  VERT ORDER  -  FIRST     CLASS I
 ME0577
 ME0577.The horizontal coordinates were scaled from a topographic map and have
 ME0577.an estimated accuracy of +/- 6 seconds.
 ME0577
 ME0577.The orthometric height was determined by differential leveling
 ME0577.and adjusted by the National Geodetic Survey in April 1995..
 ME0577
 ME0577.The geoid height was determined by GEOID03.
 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     -   687,550.      908,890.      MT  (+/- 180 meters Scaled)
 ME0577
 ME0577                          SUPERSEDED SURVEY CONTROL
 ME0577
 ME0577  NAVD 88 (06/15/91)  226.091  (m)          741.77   (f) UNKNOWN     1 1
 ME0577  NGVD 29 (01/19/93)  226.149  (m)          741.96   (f) ADJUSTED    1 1
 ME0577
 ME0577.Superseded values are not recommended for survey control.
 ME0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0577.See file dsdata.txt to determine how the superseded data were derived.
 ME0577
 ME0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL019877(NAD 83)
 ME0577_MARKER: DB = BENCH MARK DISK
 ME0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0577_SP_SET: CONCRETE POST
 ME0577_STAMPING: C 150 1946
 ME0577_MARK LOGO: CGS   
 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 - September 06, 1992
 ME0577
 ME0577  HISTORY     - Date     Condition        Report By
 ME0577  HISTORY     - 1946     MONUMENTED       CGS
 ME0577  HISTORY     - 1968     GOOD             NGS
 ME0577  HISTORY     - 1978     GOOD             LOCSUR
 ME0577  HISTORY     - 19920906 GOOD             NGS
 ME0577
 ME0577                          STATION DESCRIPTION
 ME0577
 ME0577'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0508 ***********************************************************************
 ME0508  DESIGNATION -  C 151
 ME0508  PID         -  ME0508
 ME0508  STATE/COUNTY-  IN/LA PORTE
 ME0508  USGS QUAD   -  KINGSFORD HEIGHTS (1977)
 ME0508
 ME0508                         *CURRENT SURVEY CONTROL
 ME0508  ___________________________________________________________________
 ME0508* NAD 83(1986)-  41 28 06.     (N)    086 40 25.     (W)     SCALED    
 ME0508* NAVD 88     -       214.284  (meters)     703.03   (feet)  ADJUSTED  
 ME0508  ___________________________________________________________________
 ME0508  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0508  DYNAMIC HT  -         214.199 (meters)     702.75  (feet)  COMP
 ME0508  MODELED GRAV-     980,221.4   (mgal)                       NAVD 88
 ME0508
 ME0508  VERT ORDER  -  SECOND    CLASS 0
 ME0508
 ME0508.The horizontal coordinates were scaled from a topographic map and have
 ME0508.an estimated accuracy of +/- 6 seconds.
 ME0508
 ME0508.The orthometric height was determined by differential leveling
 ME0508.and adjusted by the National Geodetic Survey in June 1991..
 ME0508
 ME0508.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0508.See file dsdata.txt to determine how the superseded data were derived.
 ME0508
 ME0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL272908(NAD 83)
 ME0508_MARKER: DB = BENCH MARK DISK
 ME0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0508_STAMPING: C 151 1946
 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 = OCTOBER  6, 2006
 ME0894 ***********************************************************************
 ME0894  DESIGNATION -  C 152
 ME0894  PID         -  ME0894
 ME0894  STATE/COUNTY-  IN/PORTER
 ME0894  USGS QUAD   -  WESTVILLE (1977)
 ME0894
 ME0894                         *CURRENT SURVEY CONTROL
 ME0894  ___________________________________________________________________
 ME0894* NAD 83(1986)-  41 32 52.     (N)    086 56 52.     (W)     SCALED    
 ME0894* NAVD 88     -       245.518  (meters)     805.50   (feet)  ADJUSTED  
 ME0894  ___________________________________________________________________
 ME0894  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 ME0894  DYNAMIC HT  -         245.423 (meters)     805.19  (feet)  COMP
 ME0894  MODELED GRAV-     980,229.5   (mgal)                       NAVD 88
 ME0894
 ME0894  VERT ORDER  -  SECOND    CLASS 0
 ME0894
 ME0894.The horizontal coordinates were scaled from a topographic map and have
 ME0894.an estimated accuracy of +/- 6 seconds.
 ME0894
 ME0894.The orthometric height was determined by differential leveling
 ME0894.and adjusted by the National Geodetic Survey in June 1991..
 ME0894
 ME0894.The geoid height was determined by GEOID03.
 ME0894
 ME0894.The dynamic height is computed by dividing the NAVD 88
 ME0894.geopotential number by the normal gravity value computed on the
 ME0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0894.degrees latitude (g = 980.6199 gals.).
 ME0894
 ME0894.The modeled gravity was interpolated from observed gravity values.
 ME0894
 ME0894;                    North         East    Units  Estimated Accuracy
 ME0894;SPC IN W     -   699,400.      911,310.      MT  (+/- 180 meters Scaled)
 ME0894
 ME0894                          SUPERSEDED SURVEY CONTROL
 ME0894
 ME0894  NGVD 29 (??/??/92)  245.609  (m)          805.80   (f) ADJ UNCH    2 0
 ME0894
 ME0894.Superseded values are not recommended for survey control.
 ME0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0894.See file dsdata.txt to determine how the superseded data were derived.
 ME0894
 ME0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL043995(NAD 83)
 ME0894_MARKER: DB = BENCH MARK DISK
 ME0894_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0894_SP_SET: CULVERT
 ME0894_STAMPING: C 152 1946
 ME0894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0894
 ME0894  HISTORY     - Date     Condition        Report By
 ME0894  HISTORY     - 1946     MONUMENTED       CGS
 ME0894  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0894
 ME0894                          STATION DESCRIPTION
 ME0894
 ME0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0894'2.7 MI W FROM WESTVILLE.
 ME0894'IN PORTER COUNTY, ABOUT 2.7 MILES WEST ALONG U.S. HIGHWAY 6
 ME0894'FROM THE INTERSECTION OF STATE HIGHWAY 43 AT WESTVILLE, LA PORTE
 ME0894'COUNTY, ABOUT 1.9 MILES WEST OF THE INTERSECTION OF STATE HIGHWAY
 ME0894'2, ABOUT 0.05 MILE EAST OF A CEMETERY NORTH OF THE HIGHWAY, 33
 ME0894'FEET NORTHEAST OF THE NORTHEAST CORNER POST OF A FENCE AROUND A
 ME0894'GROVE, AT A 24-INCH PIPE CULVERT, IN THE CENTER OF THE TOP OF THE
 ME0894'SOUTH CONCRETE HEAD WALL, 18.5 FEET SOUTH OF THE CENTER LINE
 ME0894'OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  A BRONZE
 ME0894'DISK, STAMPED C 152 1946.
 ME0894
 ME0894                          STATION RECOVERY (1988)
 ME0894
 ME0894'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0502 ***********************************************************************
 ME0502  DESIGNATION -  C 154
 ME0502  PID         -  ME0502
 ME0502  STATE/COUNTY-  IN/ST JOSEPH
 ME0502  USGS QUAD   -  HAMLET (1977)
 ME0502
 ME0502                         *CURRENT SURVEY CONTROL
 ME0502  ___________________________________________________________________
 ME0502* NAD 83(1986)-  41 28 10.     (N)    086 30 27.     (W)     SCALED    
 ME0502* NAVD 88     -       211.077  (meters)     692.51   (feet)  ADJUSTED  
 ME0502  ___________________________________________________________________
 ME0502  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME0502  DYNAMIC HT  -         210.994 (meters)     692.24  (feet)  COMP
 ME0502  MODELED GRAV-     980,222.2   (mgal)                       NAVD 88
 ME0502
 ME0502  VERT ORDER  -  SECOND    CLASS 0
 ME0502
 ME0502.The horizontal coordinates were scaled from a topographic map and have
 ME0502.an estimated accuracy of +/- 6 seconds.
 ME0502
 ME0502.The orthometric height was determined by differential leveling
 ME0502.and adjusted by the National Geodetic Survey in June 1991..
 ME0502
 ME0502.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0502.See file dsdata.txt to determine how the superseded data were derived.
 ME0502
 ME0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL411909(NAD 83)
 ME0502_MARKER: DB = BENCH MARK DISK
 ME0502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0502_SP_SET: CULVERT
 ME0502_STAMPING: C 154 1946
 ME0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME0813 ***********************************************************************
 ME0813  DESIGNATION -  C 155
 ME0813  PID         -  ME0813
 ME0813  STATE/COUNTY-  IN/LA PORTE
 ME0813  USGS QUAD   -  LA PORTE EAST (1991)
 ME0813
 ME0813                         *CURRENT SURVEY CONTROL
 ME0813  ___________________________________________________________________
 ME0813* NAD 83(1986)-  41 36 02.     (N)    086 42 11.     (W)     SCALED    
 ME0813* NAVD 88     -       242.191  (meters)     794.59   (feet)  ADJUSTED  
 ME0813  ___________________________________________________________________
 ME0813  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0813  DYNAMIC HT  -         242.096 (meters)     794.28  (feet)  COMP
 ME0813  MODELED GRAV-     980,226.0   (mgal)                       NAVD 88
 ME0813
 ME0813  VERT ORDER  -  SECOND    CLASS 0
 ME0813
 ME0813.The horizontal coordinates were scaled from a topographic map and have
 ME0813.an estimated accuracy of +/- 6 seconds.
 ME0813
 ME0813.The orthometric height was determined by differential leveling
 ME0813.and adjusted by the National Geodetic Survey in June 1991..
 ME0813
 ME0813.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0813.See file dsdata.txt to determine how the superseded data were derived.
 ME0813
 ME0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM247054(NAD 83)
 ME0813_MARKER: DB = BENCH MARK DISK
 ME0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0813_STAMPING: C 155 1946
 ME0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0813+STABILITY: SURFACE MOTION
 ME0813
 ME0813  HISTORY     - Date     Condition        Report By
 ME0813  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1360 ***********************************************************************
 ME1360  CBN         -  This is a Cooperative Base Network Control Station.
 ME1360  DESIGNATION -  C 156
 ME1360  PID         -  ME1360
 ME1360  STATE/COUNTY-  IN/JASPER
 ME1360  USGS QUAD   -  WHEATFIELD (1992)
 ME1360
 ME1360                         *CURRENT SURVEY CONTROL
 ME1360  ___________________________________________________________________
 ME1360* NAD 83(1997)-  41 11 39.29717(N)    087 01 46.74571(W)     ADJUSTED  
 ME1360* NAVD 88     -       203.166  (meters)     666.55   (feet)  ADJUSTED  
 ME1360  ___________________________________________________________________
 ME1360  X           -     249,070.674 (meters)                     COMP
 ME1360  Y           -  -4,800,080.444 (meters)                     COMP
 ME1360  Z           -   4,178,791.732 (meters)                     COMP
 ME1360  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 ME1360  ELLIP HEIGHT-         169.42  (meters)          (04/10/98) GPS OBS
 ME1360  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 ME1360  DYNAMIC HT  -         203.080 (meters)     666.27  (feet)  COMP
 ME1360  MODELED GRAV-     980,193.7   (mgal)                       NAVD 88
 ME1360
 ME1360  HORZ ORDER  -  B
 ME1360  VERT ORDER  -  SECOND    CLASS 0
 ME1360  ELLP ORDER  -  FOURTH    CLASS I
 ME1360
 ME1360.The horizontal coordinates were established by GPS observations
 ME1360.and adjusted by the National Geodetic Survey in April 1998..
 ME1360
 ME1360.The orthometric height was determined by differential leveling
 ME1360.and adjusted by the National Geodetic Survey in June 1991..
 ME1360
 ME1360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME1360
 ME1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME1360
 ME1360.The ellipsoidal height was determined by GPS observations
 ME1360.and is referenced to NAD 83.
 ME1360
 ME1360.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 ME1360;SPC IN W     -   660,131.366   904,503.088   MT  0.99996692   +0 02 07.3
 ME1360;SPC IN W     - 2,165,780.99  2,967,523.88   sFT  0.99996692   +0 02 07.3
 ME1360;UTM  16      - 4,560,321.356   497,513.592   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                          SUPERSEDED SURVEY CONTROL
 ME1360
 ME1360  NAVD 88 (04/10/98)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1360.See file dsdata.txt to determine how the superseded data were derived.
 ME1360
 ME1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9751460321(NAD 83)
 ME1360_MARKER: DB = BENCH MARK DISK
 ME1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1360_STAMPING: C 156 1946
 ME1360_MARK LOGO: CGS   
 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 - August 05, 1997
 ME1360
 ME1360  HISTORY     - Date     Condition        Report By
 ME1360  HISTORY     - 1946     MONUMENTED       CGS
 ME1360  HISTORY     - 1971     GOOD             BRADY
 ME1360  HISTORY     - 19970805 GOOD             SEC
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1384 ***********************************************************************
 ME1384  DESIGNATION -  C 157
 ME1384  PID         -  ME1384
 ME1384  STATE/COUNTY-  IN/JASPER
 ME1384  USGS QUAD   -  PARR (1980)
 ME1384
 ME1384                         *CURRENT SURVEY CONTROL
 ME1384  ___________________________________________________________________
 ME1384* NAD 83(1986)-  41 04 14.     (N)    087 10 49.     (W)     SCALED    
 ME1384* NAVD 88     -       209.588  (meters)     687.62   (feet)  ADJUSTED  
 ME1384  ___________________________________________________________________
 ME1384  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME1384  DYNAMIC HT  -         209.498 (meters)     687.33  (feet)  COMP
 ME1384  MODELED GRAV-     980,190.1   (mgal)                       NAVD 88
 ME1384
 ME1384  VERT ORDER  -  SECOND    CLASS 0
 ME1384
 ME1384.The horizontal coordinates were scaled from a topographic map and have
 ME1384.an estimated accuracy of +/- 6 seconds.
 ME1384
 ME1384.The orthometric height was determined by differential leveling
 ME1384.and adjusted by the National Geodetic Survey in June 1991..
 ME1384
 ME1384.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1384.See file dsdata.txt to determine how the superseded data were derived.
 ME1384
 ME1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL848466(NAD 83)
 ME1384_MARKER: DB = BENCH MARK DISK
 ME1384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1384_SP_SET: CULVERT
 ME1384_STAMPING: C 157 1946
 ME1384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1384
 ME1384  HISTORY     - Date     Condition        Report By
 ME1384  HISTORY     - 1946     MONUMENTED       CGS
 ME1384  HISTORY     - 1968     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1968
 ME1384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1054 ***********************************************************************
 MD1054  DESIGNATION -  C 158
 MD1054  PID         -  MD1054
 MD1054  STATE/COUNTY-  IN/KOSCIUSKO
 MD1054  USGS QUAD   -  LEESBURG (1992)
 MD1054
 MD1054                         *CURRENT SURVEY CONTROL
 MD1054  ___________________________________________________________________
 MD1054* NAD 83(1986)-  41 18 58.     (N)    085 50 38.     (W)     SCALED    
 MD1054* NAVD 88     -       260.268  (meters)     853.90   (feet)  ADJUSTED  
 MD1054  ___________________________________________________________________
 MD1054  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MD1054  DYNAMIC HT  -         260.161 (meters)     853.54  (feet)  COMP
 MD1054  MODELED GRAV-     980,205.1   (mgal)                       NAVD 88
 MD1054
 MD1054  VERT ORDER  -  FIRST     CLASS II
 MD1054
 MD1054.The horizontal coordinates were scaled from a topographic map and have
 MD1054.an estimated accuracy of +/- 6 seconds.
 MD1054
 MD1054.The orthometric height was determined by differential leveling
 MD1054.and adjusted by the National Geodetic Survey in June 1991..
 MD1054
 MD1054.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1054.See file dsdata.txt to determine how the superseded data were derived.
 MD1054
 MD1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL967744(NAD 83)
 MD1054_MARKER: DB = BENCH MARK DISK
 MD1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1054_STAMPING: C 158 1946
 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 = OCTOBER  6, 2006
 MD1189 ***********************************************************************
 MD1189  DESIGNATION -  C 159
 MD1189  PID         -  MD1189
 MD1189  STATE/COUNTY-  IN/NOBLE
 MD1189  USGS QUAD   -  LIGONIER (1979)
 MD1189
 MD1189                         *CURRENT SURVEY CONTROL
 MD1189  ___________________________________________________________________
 MD1189* NAD 83(1986)-  41 27 07.     (N)    085 36 20.     (W)     SCALED    
 MD1189* NAVD 88     -       279.680  (meters)     917.58   (feet)  ADJUSTED  
 MD1189  ___________________________________________________________________
 MD1189  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MD1189  DYNAMIC HT  -         279.565 (meters)     917.21  (feet)  COMP
 MD1189  MODELED GRAV-     980,204.8   (mgal)                       NAVD 88
 MD1189
 MD1189  VERT ORDER  -  SECOND    CLASS 0
 MD1189
 MD1189.The horizontal coordinates were scaled from a topographic map and have
 MD1189.an estimated accuracy of +/- 6 seconds.
 MD1189
 MD1189.The orthometric height was determined by differential leveling
 MD1189.and adjusted by the National Geodetic Survey in June 1991..
 MD1189
 MD1189.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1189.See file dsdata.txt to determine how the superseded data were derived.
 MD1189
 MD1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL164898(NAD 83)
 MD1189_MARKER: DB = BENCH MARK DISK
 MD1189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1189_SP_SET: CULVERT
 MD1189_STAMPING: C 159 1946
 MD1189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1189
 MD1189  HISTORY     - Date     Condition        Report By
 MD1189  HISTORY     - 1946     MONUMENTED       CGS
 MD1189  HISTORY     - 1961     GOOD             NGS
 MD1189
 MD1189                          STATION DESCRIPTION
 MD1189
 MD1189'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1221 ***********************************************************************
 LB1221  DESIGNATION -  C 16
 LB1221  PID         -  LB1221
 LB1221  STATE/COUNTY-  IN/BENTON
 LB1221  USGS QUAD   -  BOSWELL (1980)
 LB1221
 LB1221                         *CURRENT SURVEY CONTROL
 LB1221  ___________________________________________________________________
 LB1221* NAD 83(1986)-  40 30 03.     (N)    087 28 17.     (W)     SCALED    
 LB1221* NAVD 88     -       226.804  (meters)     744.11   (feet)  ADJUSTED  
 LB1221  ___________________________________________________________________
 LB1221  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LB1221  DYNAMIC HT  -         226.693 (meters)     743.74  (feet)  COMP
 LB1221  MODELED GRAV-     980,130.5   (mgal)                       NAVD 88
 LB1221
 LB1221  VERT ORDER  -  FIRST     CLASS II
 LB1221
 LB1221.The horizontal coordinates were scaled from a topographic map and have
 LB1221.an estimated accuracy of +/- 6 seconds.
 LB1221
 LB1221.The orthometric height was determined by differential leveling
 LB1221.and adjusted by the National Geodetic Survey in June 1991..
 LB1221.WARNING-Repeat measurements at this control monument indicate possible
 LB1221.vertical movement.
 LB1221
 LB1221.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1221.See file dsdata.txt to determine how the superseded data were derived.
 LB1221
 LB1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK600834(NAD 83)
 LB1221_MARKER: DB = BENCH MARK DISK
 LB1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1221_STAMPING: C 16 1934
 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             NGS
 LB1221  HISTORY     - 1960     MARK NOT FOUND   USGS
 LB1221
 LB1221                          STATION DESCRIPTION
 LB1221
 LB1221'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1052 ***********************************************************************
 MD1052  DESIGNATION -  C 160
 MD1052  PID         -  MD1052
 MD1052  STATE/COUNTY-  IN/KOSCIUSKO
 MD1052  USGS QUAD   -  LEESBURG (1992)
 MD1052
 MD1052                         *CURRENT SURVEY CONTROL
 MD1052  ___________________________________________________________________
 MD1052* NAD 83(1986)-  41 17 44.     (N)    085 51 22.     (W)     SCALED    
 MD1052* NAVD 88     -       254.049  (meters)     833.49   (feet)  ADJUSTED  
 MD1052  ___________________________________________________________________
 MD1052  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MD1052  DYNAMIC HT  -         253.943 (meters)     833.14  (feet)  COMP
 MD1052  MODELED GRAV-     980,201.4   (mgal)                       NAVD 88
 MD1052
 MD1052  VERT ORDER  -  FIRST     CLASS II
 MD1052
 MD1052.The horizontal coordinates were scaled from a topographic map and have
 MD1052.an estimated accuracy of +/- 6 seconds.
 MD1052
 MD1052.The orthometric height was determined by differential leveling
 MD1052.and adjusted by the National Geodetic Survey in June 1991..
 MD1052
 MD1052.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 MD1052;SPC IN E     -   671,400.       84,130.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1052.See file dsdata.txt to determine how the superseded data were derived.
 MD1052
 MD1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL957721(NAD 83)
 MD1052_MARKER: DB = BENCH MARK DISK
 MD1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1052_STAMPING: C 160 1946
 MD1052_MARK LOGO: CGS   
 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 - January 11, 1993
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1164 ***********************************************************************
 MD1164  DESIGNATION -  C 161
 MD1164  PID         -  MD1164
 MD1164  STATE/COUNTY-  IN/NOBLE
 MD1164  USGS QUAD   -  ORMAS (1965)
 MD1164
 MD1164                         *CURRENT SURVEY CONTROL
 MD1164  ___________________________________________________________________
 MD1164* NAD 83(1986)-  41 20 19.     (N)    085 33 36.     (W)     SCALED    
 MD1164* NAVD 88     -       286.837  (meters)     941.06   (feet)  ADJUSTED  
 MD1164  ___________________________________________________________________
 MD1164  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 MD1164  DYNAMIC HT  -         286.718 (meters)     940.67  (feet)  COMP
 MD1164  MODELED GRAV-     980,201.2   (mgal)                       NAVD 88
 MD1164
 MD1164  VERT ORDER  -  SECOND    CLASS 0
 MD1164
 MD1164.The horizontal coordinates were scaled from a topographic map and have
 MD1164.an estimated accuracy of +/- 6 seconds.
 MD1164
 MD1164.The orthometric height was determined by differential leveling
 MD1164.and adjusted by the National Geodetic Survey in June 1991..
 MD1164
 MD1164.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1164.See file dsdata.txt to determine how the superseded data were derived.
 MD1164
 MD1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL204773(NAD 83)
 MD1164_MARKER: DB = BENCH MARK DISK
 MD1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1164_STAMPING: C 161 1946
 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             NGS
 MD1164
 MD1164                          STATION DESCRIPTION
 MD1164
 MD1164'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0855 ***********************************************************************
 MD0855  DESIGNATION -  C 163
 MD0855  PID         -  MD0855
 MD0855  STATE/COUNTY-  IN/NOBLE
 MD0855  USGS QUAD   -  GARRETT (1973)
 MD0855
 MD0855                         *CURRENT SURVEY CONTROL
 MD0855  ___________________________________________________________________
 MD0855* NAD 83(1986)-  41 20 06.     (N)    085 13 32.     (W)     SCALED    
 MD0855* NAVD 88     -       278.257  (meters)     912.91   (feet)  ADJUSTED  
 MD0855  ___________________________________________________________________
 MD0855  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MD0855  DYNAMIC HT  -         278.146 (meters)     912.55  (feet)  COMP
 MD0855  MODELED GRAV-     980,218.5   (mgal)                       NAVD 88
 MD0855
 MD0855  VERT ORDER  -  SECOND    CLASS 0
 MD0855
 MD0855.The horizontal coordinates were scaled from a topographic map and have
 MD0855.an estimated accuracy of +/- 6 seconds.
 MD0855
 MD0855.The orthometric height was determined by differential leveling
 MD0855.and adjusted by the National Geodetic Survey in June 1991..
 MD0855
 MD0855.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0855.See file dsdata.txt to determine how the superseded data were derived.
 MD0855
 MD0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL484774(NAD 83)
 MD0855_MARKER: DB = BENCH MARK DISK
 MD0855_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0855_SP_SET: CULVERT
 MD0855_STAMPING: C 163 1946
 MD0855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0855
 MD0855  HISTORY     - Date     Condition        Report By
 MD0855  HISTORY     - 1946     MONUMENTED       CGS
 MD0855  HISTORY     - 1962     GOOD             NGS
 MD0855
 MD0855                          STATION DESCRIPTION
 MD0855
 MD0855'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1161 ***********************************************************************
 MD1161  DESIGNATION -  C 164
 MD1161  PID         -  MD1161
 MD1161  STATE/COUNTY-  IN/NOBLE
 MD1161  USGS QUAD   -  ORMAS (1965)
 MD1161
 MD1161                         *CURRENT SURVEY CONTROL
 MD1161  ___________________________________________________________________
 MD1161* NAD 83(1986)-  41 18 52.     (N)    085 35 06.     (W)     SCALED    
 MD1161* NAVD 88     -       272.218  (meters)     893.10   (feet)  ADJUSTED  
 MD1161  ___________________________________________________________________
 MD1161  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 MD1161  DYNAMIC HT  -         272.105 (meters)     892.73  (feet)  COMP
 MD1161  MODELED GRAV-     980,201.9   (mgal)                       NAVD 88
 MD1161
 MD1161  VERT ORDER  -  SECOND    CLASS 0
 MD1161
 MD1161.The horizontal coordinates were scaled from a topographic map and have
 MD1161.an estimated accuracy of +/- 6 seconds.
 MD1161
 MD1161.The orthometric height was determined by differential leveling
 MD1161.and adjusted by the National Geodetic Survey in June 1991..
 MD1161
 MD1161.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1161.See file dsdata.txt to determine how the superseded data were derived.
 MD1161
 MD1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL184746(NAD 83)
 MD1161_MARKER: DB = BENCH MARK DISK
 MD1161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1161_SP_SET: ABUTMENT
 MD1161_STAMPING: C 164 1946
 MD1161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1161
 MD1161  HISTORY     - Date     Condition        Report By
 MD1161  HISTORY     - 1946     MONUMENTED       CGS
 MD1161  HISTORY     - 1961     GOOD             NGS
 MD1161
 MD1161                          STATION DESCRIPTION
 MD1161
 MD1161'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0941 ***********************************************************************
 MD0941  DESIGNATION -  C 165
 MD0941  PID         -  MD0941
 MD0941  STATE/COUNTY-  IN/WHITLEY
 MD0941  USGS QUAD   -  MERRIAM (1965)
 MD0941
 MD0941                         *CURRENT SURVEY CONTROL
 MD0941  ___________________________________________________________________
 MD0941* NAD 83(1986)-  41 15 52.     (N)    085 23 34.     (W)     SCALED    
 MD0941* NAVD 88     -       280.849  (meters)     921.42   (feet)  ADJUSTED  
 MD0941  ___________________________________________________________________
 MD0941  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 MD0941  DYNAMIC HT  -         280.742 (meters)     921.07  (feet)  COMP
 MD0941  MODELED GRAV-     980,231.6   (mgal)                       NAVD 88
 MD0941
 MD0941  VERT ORDER  -  SECOND    CLASS 0
 MD0941
 MD0941.The horizontal coordinates were scaled from a topographic map and have
 MD0941.an estimated accuracy of +/- 6 seconds.
 MD0941
 MD0941.The orthometric height was determined by differential leveling
 MD0941.and adjusted by the National Geodetic Survey in June 1991..
 MD0941
 MD0941.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0941.See file dsdata.txt to determine how the superseded data were derived.
 MD0941
 MD0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL346693(NAD 83)
 MD0941_MARKER: DB = BENCH MARK DISK
 MD0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0941_STAMPING: C 165 1946
 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             NGS
 MD0941
 MD0941                          STATION DESCRIPTION
 MD0941
 MD0941'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0209 ***********************************************************************
 ME0209  DESIGNATION -  C 166
 ME0209  PID         -  ME0209
 ME0209  STATE/COUNTY-  IN/MARSHALL
 ME0209  USGS QUAD   -  WALKERTON (1972)
 ME0209
 ME0209                         *CURRENT SURVEY CONTROL
 ME0209  ___________________________________________________________________
 ME0209* NAD 83(1986)-  41 26 54.     (N)    086 23 49.     (W)     SCALED    
 ME0209* NAVD 88     -       229.483  (meters)     752.90   (feet)  ADJUSTED  
 ME0209  ___________________________________________________________________
 ME0209  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 ME0209  DYNAMIC HT  -         229.391 (meters)     752.59  (feet)  COMP
 ME0209  MODELED GRAV-     980,214.7   (mgal)                       NAVD 88
 ME0209
 ME0209  VERT ORDER  -  SECOND    CLASS 0
 ME0209
 ME0209.The horizontal coordinates were scaled from a topographic map and have
 ME0209.an estimated accuracy of +/- 6 seconds.
 ME0209
 ME0209.The orthometric height was determined by differential leveling
 ME0209.and adjusted by the National Geodetic Survey in June 1991..
 ME0209
 ME0209.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0209.See file dsdata.txt to determine how the superseded data were derived.
 ME0209
 ME0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL503887(NAD 83)
 ME0209_MARKER: DB = BENCH MARK DISK
 ME0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0209_SP_SET: CULVERT
 ME0209_STAMPING: C 166 1946
 ME0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME0200 ***********************************************************************
 ME0200  DESIGNATION -  C 167
 ME0200  PID         -  ME0200
 ME0200  STATE/COUNTY-  IN/ST JOSEPH
 ME0200  USGS QUAD   -  LA PAZ (1972)
 ME0200
 ME0200                         *CURRENT SURVEY CONTROL
 ME0200  ___________________________________________________________________
 ME0200* NAD 83(1986)-  41 28 37.     (N)    086 18 07.     (W)     SCALED    
 ME0200* NAVD 88     -       267.653  (meters)     878.12   (feet)  ADJUSTED  
 ME0200  ___________________________________________________________________
 ME0200  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0200  DYNAMIC HT  -         267.544 (meters)     877.77  (feet)  COMP
 ME0200  MODELED GRAV-     980,208.7   (mgal)                       NAVD 88
 ME0200
 ME0200  VERT ORDER  -  SECOND    CLASS 0
 ME0200
 ME0200.The horizontal coordinates were scaled from a topographic map and have
 ME0200.an estimated accuracy of +/- 6 seconds.
 ME0200
 ME0200.The orthometric height was determined by differential leveling
 ME0200.and adjusted by the National Geodetic Survey in June 1991..
 ME0200
 ME0200.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0200
 ME0200  NGVD 29 (??/??/92)  267.76   (m)          878.5    (f) COMPUTED    2 0
 ME0200
 ME0200.Superseded values are not recommended for survey control.
 ME0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0200.See file dsdata.txt to determine how the superseded data were derived.
 ME0200
 ME0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL582919(NAD 83)
 ME0200_MARKER: DB = BENCH MARK DISK
 ME0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0200_STAMPING: C 167 1946
 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 = OCTOBER  6, 2006
 ME0201 ***********************************************************************
 ME0201  DESIGNATION -  C 167 RESET 1955
 ME0201  PID         -  ME0201
 ME0201  STATE/COUNTY-  IN/ST JOSEPH
 ME0201  USGS QUAD   -  LA PAZ (1972)
 ME0201
 ME0201                         *CURRENT SURVEY CONTROL
 ME0201  ___________________________________________________________________
 ME0201* NAD 83(1997)-  41 28 37.94668(N)    086 18 07.20058(W)     ADJUSTED  
 ME0201* NAVD 88     -       267.51   (meters)     877.7    (feet)  RESET     
 ME0201  ___________________________________________________________________
 ME0201  X           -     308,673.949 (meters)                     COMP
 ME0201  Y           -  -4,775,865.505 (meters)                     COMP
 ME0201  Z           -   4,202,430.846 (meters)                     COMP
 ME0201  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 ME0201  ELLIP HEIGHT-         233.79  (meters)          (05/25/99) GPS OBS
 ME0201  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0201
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME0201
 ME0201.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME0201
 ME0201.The ellipsoidal height was determined by GPS observations
 ME0201.and is referenced to NAD 83.
 ME0201
 ME0201.The geoid height was determined by GEOID03.
 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                          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 (02/23/89)  267.62   (m)          878.0    (f) LEVELING    3  
 ME0201
 ME0201.Superseded values are not recommended for survey control.
 ME0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0201.See file dsdata.txt to determine how the superseded data were derived.
 ME0201
 ME0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5827891969(NAD 83)
 ME0201_MARKER: DB = BENCH MARK DISK
 ME0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0201_SP_SET: CONCRETE POST
 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 - June 30, 1988
 ME0201
 ME0201  HISTORY     - Date     Condition        Report By
 ME0201  HISTORY     - 1955     MONUMENTED       CGS
 ME0201  HISTORY     - 1958     GOOD             NGS
 ME0201  HISTORY     - 19880630 GOOD             NGS
 ME0201
 ME0201                          STATION DESCRIPTION
 ME0201
 ME0201'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0012 ***********************************************************************
 ME0012  DESIGNATION -  C 168
 ME0012  PID         -  ME0012
 ME0012  STATE/COUNTY-  IN/ST JOSEPH
 ME0012  USGS QUAD   -  WAKARUSA (1994)
 ME0012
 ME0012                         *CURRENT SURVEY CONTROL
 ME0012  ___________________________________________________________________
 ME0012* NAD 83(1986)-  41 37 20.     (N)    086 07 07.     (W)     SCALED    
 ME0012* NAVD 88     -       255.309  (meters)     837.63   (feet)  ADJUSTED  
 ME0012  ___________________________________________________________________
 ME0012  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 ME0012  DYNAMIC HT  -         255.206 (meters)     837.29  (feet)  COMP
 ME0012  MODELED GRAV-     980,215.3   (mgal)                       NAVD 88
 ME0012
 ME0012  VERT ORDER  -  SECOND    CLASS 0
 ME0012
 ME0012.The horizontal coordinates were scaled from a topographic map and have
 ME0012.an estimated accuracy of +/- 6 seconds.
 ME0012
 ME0012.The orthometric height was determined by differential leveling
 ME0012.and adjusted by the National Geodetic Survey in June 1991..
 ME0012
 ME0012.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0012.See file dsdata.txt to determine how the superseded data were derived.
 ME0012
 ME0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM734082(NAD 83)
 ME0012_MARKER: DB = BENCH MARK DISK
 ME0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0012_STAMPING: C 168 1946
 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 = OCTOBER  6, 2006
 ME2086 ***********************************************************************
 ME2086  DESIGNATION -  C 168 RESET 1977
 ME2086  PID         -  ME2086
 ME2086  STATE/COUNTY-  IN/ST JOSEPH
 ME2086  USGS QUAD   -  WAKARUSA (1994)
 ME2086
 ME2086                         *CURRENT SURVEY CONTROL
 ME2086  ___________________________________________________________________
 ME2086* NAD 83(1986)-  41 37 20.     (N)    086 07 07.     (W)     SCALED    
 ME2086* NAVD 88     -       257.32   (+/-2cm)     844.2    (feet)  VERTCON   
 ME2086  ___________________________________________________________________
 ME2086  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 ME2086
 ME2086  VERT ORDER  -  THIRD (See Below)
 ME2086
 ME2086.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2086
 ME2086.The geoid height was determined by GEOID03.
 ME2086
 ME2086;                    North         East    Units  Estimated Accuracy
 ME2086;SPC IN E     -   707,760.       62,340.      MT  (+/- 180 meters Scaled)
 ME2086
 ME2086                          SUPERSEDED SURVEY CONTROL
 ME2086
 ME2086  NGVD 29 (04/16/04)  257.44   (m)          844.6    (f) RESET       3  
 ME2086
 ME2086.Superseded values are not recommended for survey control.
 ME2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2086.See file dsdata.txt to determine how the superseded data were derived.
 ME2086
 ME2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM734082(NAD 83)
 ME2086_MARKER: DB = BENCH MARK DISK
 ME2086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2086_STAMPING: C 168 RESET 1977
 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 = OCTOBER  6, 2006
 ME0156 ***********************************************************************
 ME0156  DESIGNATION -  C 169
 ME0156  PID         -  ME0156
 ME0156  STATE/COUNTY-  IN/MARSHALL
 ME0156  USGS QUAD   -  NAPPANEE WEST (1991)
 ME0156
 ME0156                         *CURRENT SURVEY CONTROL
 ME0156  ___________________________________________________________________
 ME0156* NAD 83(1986)-  41 22 33.     (N)    086 07 02.     (W)     SCALED    
 ME0156* NAVD 88     -       248.913  (meters)     816.64   (feet)  ADJUSTED  
 ME0156  ___________________________________________________________________
 ME0156  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 ME0156  DYNAMIC HT  -         248.810 (meters)     816.30  (feet)  COMP
 ME0156  MODELED GRAV-     980,203.4   (mgal)                       NAVD 88
 ME0156
 ME0156  VERT ORDER  -  SECOND    CLASS 0
 ME0156
 ME0156.The horizontal coordinates were scaled from a topographic map and have
 ME0156.an estimated accuracy of +/- 6 seconds.
 ME0156
 ME0156.The orthometric height was determined by differential leveling
 ME0156.and adjusted by the National Geodetic Survey in June 1991..
 ME0156
 ME0156.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0156.See file dsdata.txt to determine how the superseded data were derived.
 ME0156
 ME0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL738808(NAD 83)
 ME0156_MARKER: DB = BENCH MARK DISK
 ME0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0156_STAMPING: C 169 1946
 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 = OCTOBER  6, 2006
 ME1108 ***********************************************************************
 ME1108  DESIGNATION -  C 17
 ME1108  PID         -  ME1108
 ME1108  STATE/COUNTY-  IN/NEWTON
 ME1108  USGS QUAD   -  ENOS (1980)
 ME1108
 ME1108                         *CURRENT SURVEY CONTROL
 ME1108  ___________________________________________________________________
 ME1108* NAD 83(1986)-  41 06 25.     (N)    087 26 45.     (W)     SCALED    
 ME1108* NAVD 88     -       204.622  (meters)     671.33   (feet)  ADJUSTED  
 ME1108  ___________________________________________________________________
 ME1108  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 ME1108  DYNAMIC HT  -         204.535 (meters)     671.05  (feet)  COMP
 ME1108  MODELED GRAV-     980,194.1   (mgal)                       NAVD 88
 ME1108
 ME1108  VERT ORDER  -  FIRST     CLASS II
 ME1108
 ME1108.The horizontal coordinates were scaled from a topographic map and have
 ME1108.an estimated accuracy of +/- 6 seconds.
 ME1108
 ME1108.The orthometric height was determined by differential leveling
 ME1108.and adjusted by the National Geodetic Survey in June 1991..
 ME1108
 ME1108.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1108.See file dsdata.txt to determine how the superseded data were derived.
 ME1108
 ME1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL625507(NAD 83)
 ME1108_MARKER: DB = BENCH MARK DISK
 ME1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1108_STAMPING: C 17 1934
 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 = OCTOBER  6, 2006
 ME0189 ***********************************************************************
 ME0189  DESIGNATION -  C 170
 ME0189  PID         -  ME0189
 ME0189  STATE/COUNTY-  IN/KOSCIUSKO
 ME0189  USGS QUAD   -  NAPPANEE WEST (1991)
 ME0189
 ME0189                         *CURRENT SURVEY CONTROL
 ME0189  ___________________________________________________________________
 ME0189* NAD 83(1986)-  41 24 28.     (N)    086 01 31.     (W)     SCALED    
 ME0189* NAVD 88     -       257.200  (meters)     843.83   (feet)  ADJUSTED  
 ME0189  ___________________________________________________________________
 ME0189  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME0189  DYNAMIC HT  -         257.096 (meters)     843.49  (feet)  COMP
 ME0189  MODELED GRAV-     980,209.6   (mgal)                       NAVD 88
 ME0189
 ME0189  VERT ORDER  -  SECOND    CLASS 0
 ME0189
 ME0189.The horizontal coordinates were scaled from a topographic map and have
 ME0189.an estimated accuracy of +/- 6 seconds.
 ME0189
 ME0189.The orthometric height was determined by differential leveling
 ME0189.and adjusted by the National Geodetic Survey in June 1991..
 ME0189
 ME0189.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0189.See file dsdata.txt to determine how the superseded data were derived.
 ME0189
 ME0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL814844(NAD 83)
 ME0189_MARKER: DB = BENCH MARK DISK
 ME0189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0189_SP_SET: FOUNDATION
 ME0189_STAMPING: C 170 1946
 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 = OCTOBER  6, 2006
 ME0147 ***********************************************************************
 ME0147  DESIGNATION -  C 171
 ME0147  PID         -  ME0147
 ME0147  STATE/COUNTY-  IN/ELKHART
 ME0147  USGS QUAD   -  WAKARUSA (1994)
 ME0147
 ME0147                         *CURRENT SURVEY CONTROL
 ME0147  ___________________________________________________________________
 ME0147* NAD 83(1986)-  41 32 10.     (N)    086 01 14.     (W)     SCALED    
 ME0147* NAVD 88     -       258.076  (meters)     846.70   (feet)  ADJUSTED  
 ME0147  ___________________________________________________________________
 ME0147  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME0147  DYNAMIC HT  -         257.970 (meters)     846.36  (feet)  COMP
 ME0147  MODELED GRAV-     980,206.3   (mgal)                       NAVD 88
 ME0147
 ME0147  VERT ORDER  -  SECOND    CLASS 0
 ME0147
 ME0147.The horizontal coordinates were scaled from a topographic map and have
 ME0147.an estimated accuracy of +/- 6 seconds.
 ME0147
 ME0147.The orthometric height was determined by differential leveling
 ME0147.and adjusted by the National Geodetic Survey in June 1991..
 ME0147
 ME0147.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0147.See file dsdata.txt to determine how the superseded data were derived.
 ME0147
 ME0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL817987(NAD 83)
 ME0147_MARKER: DB = BENCH MARK DISK
 ME0147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0147_SP_SET: FOUNDATION
 ME0147_STAMPING: C-171 1946
 ME0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0147
 ME0147  HISTORY     - Date     Condition        Report By
 ME0147  HISTORY     - 1946     MONUMENTED       CGS
 ME0147  HISTORY     - 1968     GOOD             NGS
 ME0147  HISTORY     - 19950914 GOOD             USPSQD
 ME0147
 ME0147                          STATION DESCRIPTION
 ME0147
 ME0147'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1211 ***********************************************************************
 MD1211  DESIGNATION -  C 172
 MD1211  PID         -  MD1211
 MD1211  STATE/COUNTY-  IN/KOSCIUSKO
 MD1211  USGS QUAD   -  ATWOOD (1994)
 MD1211
 MD1211                         *CURRENT SURVEY CONTROL
 MD1211  ___________________________________________________________________
 MD1211* NAD 83(1986)-  41 21 42.     (N)    085 57 59.     (W)     SCALED    
 MD1211* NAVD 88     -       252.790  (meters)     829.36   (feet)  ADJUSTED  
 MD1211  ___________________________________________________________________
 MD1211  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 MD1211  DYNAMIC HT  -         252.688 (meters)     829.03  (feet)  COMP
 MD1211  MODELED GRAV-     980,214.5   (mgal)                       NAVD 88
 MD1211
 MD1211  VERT ORDER  -  SECOND    CLASS 0
 MD1211
 MD1211.The horizontal coordinates were scaled from a topographic map and have
 MD1211.an estimated accuracy of +/- 6 seconds.
 MD1211
 MD1211.The orthometric height was determined by differential leveling
 MD1211.and adjusted by the National Geodetic Survey in June 1991..
 MD1211
 MD1211.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1211.See file dsdata.txt to determine how the superseded data were derived.
 MD1211
 MD1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL864794(NAD 83)
 MD1211_MARKER: DB = BENCH MARK DISK
 MD1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1211_STAMPING: C 172 1946
 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 = OCTOBER  6, 2006
 LA1836 ***********************************************************************
 LA1836  DESIGNATION -  C 173
 LA1836  PID         -  LA1836
 LA1836  STATE/COUNTY-  IN/WABASH
 LA1836  USGS QUAD   -  SOMERSET (1994)
 LA1836
 LA1836                         *CURRENT SURVEY CONTROL
 LA1836  ___________________________________________________________________
 LA1836* NAD 83(1997)-  40 44 18.87617(N)    085 49 40.49231(W)     ADJUSTED  
 LA1836* NAVD 88     -       243.395  (meters)     798.54   (feet)  ADJUSTED  
 LA1836  ___________________________________________________________________
 LA1836  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 LA1836  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 LA1836  DYNAMIC HT  -         243.277 (meters)     798.15  (feet)  COMP
 LA1836  MODELED GRAV-     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
 LA1836.and adjusted by the National Geodetic Survey in June 1991..
 LA1836
 LA1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA1836
 LA1836.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996719  x   0.99996895  =   0.99993614
 LA1836!UTM  16      -   0.99996719  x   0.99972055  =   0.99968775
 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
 LA1836.Superseded values are not recommended for survey control.
 LA1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1836.See file dsdata.txt to determine how the superseded data were derived.
 LA1836
 LA1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9896410398(NAD 83)
 LA1836_MARKER: DB = BENCH MARK DISK
 LA1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1836_STAMPING: C 173 1946
 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 = OCTOBER  6, 2006
 LA1632 ***********************************************************************
 LA1632  DESIGNATION -  C 174
 LA1632  PID         -  LA1632
 LA1632  STATE/COUNTY-  IN/WABASH
 LA1632  USGS QUAD   -  WABASH (1994)
 LA1632
 LA1632                         *CURRENT SURVEY CONTROL
 LA1632  ___________________________________________________________________
 LA1632* NAD 83(1986)-  40 47 00.     (N)    085 48 45.     (W)     SCALED    
 LA1632* NAVD 88     -       214.245  (meters)     702.90   (feet)  ADJUSTED  
 LA1632  ___________________________________________________________________
 LA1632  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 LA1632  DYNAMIC HT  -         214.142 (meters)     702.56  (feet)  COMP
 LA1632  MODELED GRAV-     980,140.7   (mgal)                       NAVD 88
 LA1632
 LA1632  VERT ORDER  -  FIRST     CLASS II
 LA1632
 LA1632.The horizontal coordinates were scaled from a topographic map and have
 LA1632.an estimated accuracy of +/- 6 seconds.
 LA1632
 LA1632.The orthometric height was determined by differential leveling
 LA1632.and adjusted by the National Geodetic Survey in June 1991..
 LA1632
 LA1632.The geoid height was determined by GEOID03.
 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     -   614,510.       87,690.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1632.See file dsdata.txt to determine how the superseded data were derived.
 LA1632
 LA1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL001153(NAD 83)
 LA1632_MARKER: DB = BENCH MARK DISK
 LA1632_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1632_SP_SET: ABUTMENT
 LA1632_STAMPING: C 174 1946
 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 = OCTOBER  6, 2006
 LB0306 ***********************************************************************
 LB0306  DESIGNATION -  C 175
 LB0306  PID         -  LB0306
 LB0306  STATE/COUNTY-  IN/MIAMI
 LB0306  USGS QUAD   -  PERU (1992)
 LB0306
 LB0306                         *CURRENT SURVEY CONTROL
 LB0306  ___________________________________________________________________
 LB0306* NAD 83(1986)-  40 45 12.     (N)    086 02 14.     (W)     SCALED    
 LB0306* NAVD 88     -       197.784  (meters)     648.90   (feet)  ADJUSTED  
 LB0306  ___________________________________________________________________
 LB0306  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 LB0306  DYNAMIC HT  -         197.689 (meters)     648.58  (feet)  COMP
 LB0306  MODELED GRAV-     980,139.8   (mgal)                       NAVD 88
 LB0306
 LB0306  VERT ORDER  -  SECOND    CLASS 0
 LB0306
 LB0306.The horizontal coordinates were scaled from a topographic map and have
 LB0306.an estimated accuracy of +/- 6 seconds.
 LB0306
 LB0306.The orthometric height was determined by differential leveling
 LB0306.and adjusted by the National Geodetic Survey in June 1991..
 LB0306
 LB0306.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0306.See file dsdata.txt to determine how the superseded data were derived.
 LB0306
 LB0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL812118(NAD 83)
 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_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 = OCTOBER  6, 2006
 ME0347 ***********************************************************************
 ME0347  DESIGNATION -  C 176
 ME0347  PID         -  ME0347
 ME0347  STATE/COUNTY-  IN/MARSHALL
 ME0347  USGS QUAD   -  ARGOS (1994)
 ME0347
 ME0347                         *CURRENT SURVEY CONTROL
 ME0347  ___________________________________________________________________
 ME0347* NAD 83(1986)-  41 10 20.     (N)    086 09 57.     (W)     SCALED    
 ME0347* NAVD 88     -       236.806  (meters)     776.92   (feet)  ADJUSTED  
 ME0347  ___________________________________________________________________
 ME0347  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 ME0347  DYNAMIC HT  -         236.705 (meters)     776.59  (feet)  COMP
 ME0347  MODELED GRAV-     980,190.1   (mgal)                       NAVD 88
 ME0347
 ME0347  VERT ORDER  -  SECOND    CLASS 0
 ME0347
 ME0347.The horizontal coordinates were scaled from a topographic map and have
 ME0347.an estimated accuracy of +/- 6 seconds.
 ME0347
 ME0347.The orthometric height was determined by differential leveling
 ME0347.and adjusted by the National Geodetic Survey in June 1991..
 ME0347
 ME0347.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0347.See file dsdata.txt to determine how the superseded data were derived.
 ME0347
 ME0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL699582(NAD 83)
 ME0347_MARKER: DB = BENCH MARK DISK
 ME0347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0347_SP_SET: BRIDGE
 ME0347_STAMPING: C 176 1946
 ME0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0347
 ME0347  HISTORY     - Date     Condition        Report By
 ME0347  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0348 ***********************************************************************
 ME0348  DESIGNATION -  C 176 RESET 1957
 ME0348  PID         -  ME0348
 ME0348  STATE/COUNTY-  IN/MARSHALL
 ME0348  USGS QUAD   -  ARGOS (1994)
 ME0348
 ME0348                         *CURRENT SURVEY CONTROL
 ME0348  ___________________________________________________________________
 ME0348* NAD 83(1986)-  41 10 20.     (N)    086 09 57.     (W)     SCALED    
 ME0348* NAVD 88     -       235.19   (meters)     771.6    (feet)  RESET     
 ME0348  ___________________________________________________________________
 ME0348  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 ME0348
 ME0348  VERT ORDER  -  THIRD
 ME0348
 ME0348.The horizontal coordinates were scaled from a topographic map and have
 ME0348.an estimated accuracy of +/- 6 seconds.
 ME0348
 ME0348.The orthometric height was computed from unverified reset data.
 ME0348
 ME0348.The geoid height was determined by GEOID03.
 ME0348
 ME0348;                    North         East    Units  Estimated Accuracy
 ME0348;SPC IN E     -   657,800.       58,110.      MT  (+/- 180 meters Scaled)
 ME0348
 ME0348                          SUPERSEDED SURVEY CONTROL
 ME0348
 ME0348.No superseded survey control is available for this station.
 ME0348
 ME0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL699582(NAD 83)
 ME0348_MARKER: DD = SURVEY DISK
 ME0348_SETTING: 0 = UNSPECIFIED SETTING
 ME0348_STAMPING: C 176 RESET 1957
 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             NGS
 ME0348  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME0348
 ME0348                          STATION DESCRIPTION
 ME0348
 ME0348'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0450 ***********************************************************************
 ME0450  DESIGNATION -  C 177
 ME0450  PID         -  ME0450
 ME0450  STATE/COUNTY-  IN/FULTON
 ME0450  USGS QUAD   -  ROCHESTER (1992)
 ME0450
 ME0450                         *CURRENT SURVEY CONTROL
 ME0450  ___________________________________________________________________
 ME0450* NAD 83(1986)-  41 03 43.     (N)    086 11 05.     (W)     SCALED    
 ME0450* NAVD 88     -       240.594  (meters)     789.35   (feet)  ADJUSTED  
 ME0450  ___________________________________________________________________
 ME0450  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 ME0450  DYNAMIC HT  -         240.488 (meters)     789.00  (feet)  COMP
 ME0450  MODELED GRAV-     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 scaled from a topographic map and have
 ME0450.an estimated accuracy of +/- 6 seconds.
 ME0450
 ME0450.The orthometric height was determined by differential leveling
 ME0450.and adjusted by the National Geodetic Survey in June 1991..
 ME0450
 ME0450.The geoid height was determined by GEOID03.
 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     -   645,570.       56,460.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0450.See file dsdata.txt to determine how the superseded data were derived.
 ME0450
 ME0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL685459(NAD 83)
 ME0450_MARKER: DB = BENCH MARK DISK
 ME0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0450_SP_SET: CONCRETE POST
 ME0450_STAMPING: C 177 1946
 ME0450_MARK LOGO: CGS   
 ME0450_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0450+STABILITY: SURFACE MOTION
 ME0450
 ME0450  HISTORY     - Date     Condition        Report By
 ME0450  HISTORY     - 1946     MONUMENTED       CGS
 ME0450  HISTORY     - 19870730 GOOD             NGS
 ME0450  HISTORY     - 1990     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1689 ***********************************************************************
 LA1689  DESIGNATION -  C 178
 LA1689  PID         -  LA1689
 LA1689  STATE/COUNTY-  IN/WABASH
 LA1689  USGS QUAD   -  ROANN (1994)
 LA1689
 LA1689                         *CURRENT SURVEY CONTROL
 LA1689  ___________________________________________________________________
 LA1689* NAD 83(1986)-  40 59 02.     (N)    085 53 30.     (W)     SCALED    
 LA1689* NAVD 88     -       231.703  (meters)     760.18   (feet)  ADJUSTED  
 LA1689  ___________________________________________________________________
 LA1689  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 LA1689  DYNAMIC HT  -         231.598 (meters)     759.83  (feet)  COMP
 LA1689  MODELED GRAV-     980,163.4   (mgal)                       NAVD 88
 LA1689
 LA1689  VERT ORDER  -  SECOND    CLASS 0
 LA1689
 LA1689.The horizontal coordinates were scaled from a topographic map and have
 LA1689.an estimated accuracy of +/- 6 seconds.
 LA1689
 LA1689.The orthometric height was determined by differential leveling
 LA1689.and adjusted by the National Geodetic Survey in June 1991..
 LA1689
 LA1689.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1689.See file dsdata.txt to determine how the superseded data were derived.
 LA1689
 LA1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL932375(NAD 83)
 LA1689_MARKER: DB = BENCH MARK DISK
 LA1689_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1689_SP_SET: ABUTMENT
 LA1689_STAMPING: C 178 1946
 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 = OCTOBER  6, 2006
 ME0457 ***********************************************************************
 ME0457  DESIGNATION -  C 179
 ME0457  PID         -  ME0457
 ME0457  STATE/COUNTY-  IN/FULTON
 ME0457  USGS QUAD   -  PERSHING (1962)
 ME0457
 ME0457                         *CURRENT SURVEY CONTROL
 ME0457  ___________________________________________________________________
 ME0457* NAD 83(1986)-  41 03 15.     (N)    086 16 49.     (W)     SCALED    
 ME0457* NAVD 88     -       231.410  (meters)     759.22   (feet)  ADJUSTED  
 ME0457  ___________________________________________________________________
 ME0457  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 ME0457  DYNAMIC HT  -         231.311 (meters)     758.89  (feet)  COMP
 ME0457  MODELED GRAV-     980,189.8   (mgal)                       NAVD 88
 ME0457
 ME0457  VERT ORDER  -  SECOND    CLASS 0
 ME0457
 ME0457.The horizontal coordinates were scaled from a topographic map and have
 ME0457.an estimated accuracy of +/- 6 seconds.
 ME0457
 ME0457.The orthometric height was determined by differential leveling
 ME0457.and adjusted by the National Geodetic Survey in June 1991..
 ME0457
 ME0457.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0457.See file dsdata.txt to determine how the superseded data were derived.
 ME0457
 ME0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL604450(NAD 83)
 ME0457_MARKER: DB = BENCH MARK DISK
 ME0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0457_STAMPING: C 179 1946
 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 = OCTOBER  6, 2006
 ME0922 ***********************************************************************
 ME0922  DESIGNATION -  C 18
 ME0922  PID         -  ME0922
 ME0922  STATE/COUNTY-  IN/LAKE
 ME0922  USGS QUAD   -  HIGHLAND (1991)
 ME0922
 ME0922                         *CURRENT SURVEY CONTROL
 ME0922  ___________________________________________________________________
 ME0922* NAD 83(1986)-  41 35 31.     (N)    087 28 03.     (W)     SCALED    
 ME0922* NAVD 88     -       184.232  (meters)     604.43   (feet)  ADJUSTED  
 ME0922  ___________________________________________________________________
 ME0922  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 ME0922  DYNAMIC HT  -         184.164 (meters)     604.21  (feet)  COMP
 ME0922  MODELED GRAV-     980,248.4   (mgal)                       NAVD 88
 ME0922
 ME0922  VERT ORDER  -  FIRST     CLASS II
 ME0922
 ME0922.The horizontal coordinates were scaled from a topographic map and have
 ME0922.an estimated accuracy of +/- 6 seconds.
 ME0922
 ME0922.The orthometric height was determined by differential leveling
 ME0922.and adjusted by the National Geodetic Survey in June 1991..
 ME0922.WARNING-Repeat measurements at this control monument indicate possible
 ME0922.vertical movement.
 ME0922
 ME0922.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0922.See file dsdata.txt to determine how the superseded data were derived.
 ME0922
 ME0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM610045(NAD 83)
 ME0922_MARKER: DB = BENCH MARK DISK
 ME0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0922_STAMPING: C 18 1934
 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             NGS
 ME0922  HISTORY     - 19900702 MARK NOT FOUND   USGS
 ME0922
 ME0922                          STATION DESCRIPTION
 ME0922
 ME0922'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0238 ***********************************************************************
 LB0238  DESIGNATION -  C 180
 LB0238  PID         -  LB0238
 LB0238  STATE/COUNTY-  IN/MIAMI
 LB0238  USGS QUAD   -  PERU (1992)
 LB0238
 LB0238                         *CURRENT SURVEY CONTROL
 LB0238  ___________________________________________________________________
 LB0238* NAD 83(1986)-  40 46 41.     (N)    086 03 29.     (W)     SCALED    
 LB0238* NAVD 88     -       200.444  (meters)     657.62   (feet)  ADJUSTED  
 LB0238  ___________________________________________________________________
 LB0238  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 LB0238  DYNAMIC HT  -         200.348 (meters)     657.31  (feet)  COMP
 LB0238  MODELED GRAV-     980,142.6   (mgal)                       NAVD 88
 LB0238
 LB0238  VERT ORDER  -  SECOND    CLASS 0
 LB0238
 LB0238.The horizontal coordinates were scaled from a topographic map and have
 LB0238.an estimated accuracy of +/- 6 seconds.
 LB0238
 LB0238.The orthometric height was determined by differential leveling
 LB0238.and adjusted by the National Geodetic Survey in June 1991..
 LB0238
 LB0238.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0238.See file dsdata.txt to determine how the superseded data were derived.
 LB0238
 LB0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL794145(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0193 ***********************************************************************
 LB0193  DESIGNATION -  C 181
 LB0193  PID         -  LB0193
 LB0193  STATE/COUNTY-  IN/FULTON
 LB0193  USGS QUAD   -  FULTON (1960)
 LB0193
 LB0193                         *CURRENT SURVEY CONTROL
 LB0193  ___________________________________________________________________
 LB0193* NAD 83(1986)-  40 56 44.     (N)    086 16 49.     (W)     SCALED    
 LB0193* NAVD 88     -       241.160  (meters)     791.21   (feet)  ADJUSTED  
 LB0193  ___________________________________________________________________
 LB0193  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 LB0193  DYNAMIC HT  -         241.054 (meters)     790.86  (feet)  COMP
 LB0193  MODELED GRAV-     980,177.0   (mgal)                       NAVD 88
 LB0193
 LB0193  VERT ORDER  -  SECOND    CLASS 0
 LB0193
 LB0193.The horizontal coordinates were scaled from a topographic map and have
 LB0193.an estimated accuracy of +/- 6 seconds.
 LB0193
 LB0193.The orthometric height was determined by differential leveling
 LB0193.and adjusted by the National Geodetic Survey in June 1991..
 LB0193
 LB0193.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0193.See file dsdata.txt to determine how the superseded data were derived.
 LB0193
 LB0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL605329(NAD 83)
 LB0193_MARKER: DB = BENCH MARK DISK
 LB0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0193_STAMPING: C 181 1946
 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 = OCTOBER  6, 2006
 MD1037 ***********************************************************************
 MD1037  DESIGNATION -  C 182
 MD1037  PID         -  MD1037
 MD1037  STATE/COUNTY-  IN/KOSCIUSKO
 MD1037  USGS QUAD   -  BURKET (1994)
 MD1037
 MD1037                         *CURRENT SURVEY CONTROL
 MD1037  ___________________________________________________________________
 MD1037* NAD 83(1986)-  41 10 08.     (N)    085 52 30.     (W)     SCALED    
 MD1037* NAVD 88     -       265.488  (meters)     871.02   (feet)  ADJUSTED  
 MD1037  ___________________________________________________________________
 MD1037  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MD1037  DYNAMIC HT  -         265.373 (meters)     870.64  (feet)  COMP
 MD1037  MODELED GRAV-     980,185.3   (mgal)                       NAVD 88
 MD1037
 MD1037  VERT ORDER  -  FIRST     CLASS II
 MD1037
 MD1037.The horizontal coordinates were scaled from a topographic map and have
 MD1037.an estimated accuracy of +/- 6 seconds.
 MD1037
 MD1037.The orthometric height was determined by differential leveling
 MD1037.and adjusted by the National Geodetic Survey in June 1991..
 MD1037
 MD1037.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1037.See file dsdata.txt to determine how the superseded data were derived.
 MD1037
 MD1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL943581(NAD 83)
 MD1037_MARKER: DB = BENCH MARK DISK
 MD1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1037_STAMPING: C 182 1946
 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 = OCTOBER  6, 2006
 LB0148 ***********************************************************************
 LB0148  DESIGNATION -  C 183
 LB0148  PID         -  LB0148
 LB0148  STATE/COUNTY-  IN/CASS
 LB0148  USGS QUAD   -  LOGANSPORT (1987)
 LB0148
 LB0148                         *CURRENT SURVEY CONTROL
 LB0148  ___________________________________________________________________
 LB0148* NAD 83(1986)-  40 52 00.     (N)    086 19 15.     (W)     SCALED    
 LB0148* NAVD 88     -       237.034  (meters)     777.67   (feet)  ADJUSTED  
 LB0148  ___________________________________________________________________
 LB0148  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 LB0148  DYNAMIC HT  -         236.926 (meters)     777.31  (feet)  COMP
 LB0148  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 LB0148
 LB0148  VERT ORDER  -  SECOND    CLASS 0
 LB0148
 LB0148.The horizontal coordinates were scaled from a topographic map and have
 LB0148.an estimated accuracy of +/- 6 seconds.
 LB0148
 LB0148.The orthometric height was determined by differential leveling
 LB0148.and adjusted by the National Geodetic Survey in June 1991..
 LB0148
 LB0148.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0148.See file dsdata.txt to determine how the superseded data were derived.
 LB0148
 LB0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL572241(NAD 83)
 LB0148_MARKER: DB = BENCH MARK DISK
 LB0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0148_STAMPING: C 183 1946
 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 = OCTOBER  6, 2006
 LB0406 ***********************************************************************
 LB0406  DESIGNATION -  C 184
 LB0406  PID         -  LB0406
 LB0406  STATE/COUNTY-  IN/HAMILTON
 LB0406  USGS QUAD   -  SHERIDAN (1992)
 LB0406
 LB0406                         *CURRENT SURVEY CONTROL
 LB0406  ___________________________________________________________________
 LB0406* NAD 83(1986)-  40 08 35.     (N)    086 14 07.     (W)     SCALED    
 LB0406* NAVD 88     -       293.011  (meters)     961.32   (feet)  ADJUSTED  
 LB0406  ___________________________________________________________________
 LB0406  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 LB0406  DYNAMIC HT  -         292.849 (meters)     960.79  (feet)  COMP
 LB0406  MODELED GRAV-     980,063.8   (mgal)                       NAVD 88
 LB0406
 LB0406  VERT ORDER  -  SECOND    CLASS 0
 LB0406
 LB0406.The horizontal coordinates were scaled from a topographic map and have
 LB0406.an estimated accuracy of +/- 6 seconds.
 LB0406
 LB0406.The orthometric height was determined by differential leveling
 LB0406.and adjusted by the National Geodetic Survey in June 1991..
 LB0406
 LB0406.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0406.See file dsdata.txt to determine how the superseded data were derived.
 LB0406
 LB0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK651439(NAD 83)
 LB0406_MARKER: DB = BENCH MARK DISK
 LB0406_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0406_SP_SET: SEMAPHORE FOUNDATION
 LB0406_STAMPING: C 184 1946
 LB0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0406
 LB0406  HISTORY     - Date     Condition        Report By
 LB0406  HISTORY     - 1946     MONUMENTED       CGS
 LB0406  HISTORY     - 1961     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1961
 LB0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1311 ***********************************************************************
 LA1311  DESIGNATION -  C 185
 LA1311  PID         -  LA1311
 LA1311  STATE/COUNTY-  IN/MADISON
 LA1311  USGS QUAD   -  ALEXANDRIA (1994)
 LA1311
 LA1311                         *CURRENT SURVEY CONTROL
 LA1311  ___________________________________________________________________
 LA1311* NAD 83(1986)-  40 20 19.     (N)    085 38 40.     (W)     SCALED    
 LA1311* NAVD 88     -       266.423  (meters)     874.09   (feet)  ADJUSTED  
 LA1311  ___________________________________________________________________
 LA1311  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 LA1311  DYNAMIC HT  -         266.285 (meters)     873.64  (feet)  COMP
 LA1311  MODELED GRAV-     980,100.9   (mgal)                       NAVD 88
 LA1311
 LA1311  VERT ORDER  -  FIRST     CLASS II
 LA1311
 LA1311.The horizontal coordinates were scaled from a topographic map and have
 LA1311.an estimated accuracy of +/- 6 seconds.
 LA1311
 LA1311.The orthometric height was determined by differential leveling
 LA1311.and adjusted by the National Geodetic Survey in June 1991..
 LA1311
 LA1311.The geoid height was determined by GEOID03.
 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     -   565,120.      101,890.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1311.See file dsdata.txt to determine how the superseded data were derived.
 LA1311
 LA1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK151662(NAD 83)
 LA1311_MARKER: DB = BENCH MARK DISK
 LA1311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1311_SP_SET: WATER TOWER PIER FOUNDATION
 LA1311_STAMPING: C 185 1946
 LA1311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1311
 LA1311  HISTORY     - Date     Condition        Report By
 LA1311  HISTORY     - 1946     MONUMENTED       CGS
 LA1311  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0786 ***********************************************************************
 MD0786  DESIGNATION -  C 186
 MD0786  PID         -  MD0786
 MD0786  STATE/COUNTY-  IN/WHITLEY
 MD0786  USGS QUAD   -  LAUD (1961)
 MD0786
 MD0786                         *CURRENT SURVEY CONTROL
 MD0786  ___________________________________________________________________
 MD0786* NAD 83(1986)-  41 04 36.     (N)    085 29 11.     (W)     SCALED    
 MD0786* NAVD 88     -       254.439  (meters)     834.77   (feet)  ADJUSTED  
 MD0786  ___________________________________________________________________
 MD0786  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 MD0786  DYNAMIC HT  -         254.334 (meters)     834.43  (feet)  COMP
 MD0786  MODELED GRAV-     980,205.8   (mgal)                       NAVD 88
 MD0786
 MD0786  VERT ORDER  -  SECOND    CLASS 0
 MD0786
 MD0786.The horizontal coordinates were scaled from a topographic map and have
 MD0786.an estimated accuracy of +/- 6 seconds.
 MD0786
 MD0786.The orthometric height was determined by differential leveling
 MD0786.and adjusted by the National Geodetic Survey in June 1991..
 MD0786
 MD0786.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0786.See file dsdata.txt to determine how the superseded data were derived.
 MD0786
 MD0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL271483(NAD 83)
 MD0786_MARKER: DB = BENCH MARK DISK
 MD0786_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0786_SP_SET: CULVERT
 MD0786_STAMPING: C 186 1946
 MD0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0786
 MD0786  HISTORY     - Date     Condition        Report By
 MD0786  HISTORY     - 1946     MONUMENTED       CGS
 MD0786  HISTORY     - 1961     GOOD             NGS
 MD0786
 MD0786                          STATION DESCRIPTION
 MD0786
 MD0786'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1715 ***********************************************************************
 LA1715  DESIGNATION -  C 187
 LA1715  PID         -  LA1715
 LA1715  STATE/COUNTY-  IN/HUNTINGTON
 LA1715  USGS QUAD   -  BIPPUS (1972)
 LA1715
 LA1715                         *CURRENT SURVEY CONTROL
 LA1715  ___________________________________________________________________
 LA1715* NAD 83(1986)-  40 59 17.     (N)    085 37 27.     (W)     SCALED    
 LA1715* NAVD 88     -       269.363  (meters)     883.74   (feet)  ADJUSTED  
 LA1715  ___________________________________________________________________
 LA1715  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 LA1715  DYNAMIC HT  -         269.238 (meters)     883.33  (feet)  COMP
 LA1715  MODELED GRAV-     980,155.2   (mgal)                       NAVD 88
 LA1715
 LA1715  VERT ORDER  -  SECOND    CLASS 0
 LA1715
 LA1715.The horizontal coordinates were scaled from a topographic map and have
 LA1715.an estimated accuracy of +/- 6 seconds.
 LA1715
 LA1715.The orthometric height was determined by differential leveling
 LA1715.and adjusted by the National Geodetic Survey in June 1991..
 LA1715
 LA1715.The geoid height was determined by GEOID03.
 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     -   637,230.      103,580.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1715.See file dsdata.txt to determine how the superseded data were derived.
 LA1715
 LA1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL157383(NAD 83)
 LA1715_MARKER: DB = BENCH MARK DISK
 LA1715_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1715_SP_SET: CULVERT
 LA1715_STAMPING: C 187 1946
 LA1715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 MD1291 ***********************************************************************
 MD1291  DESIGNATION -  C 188
 MD1291  PID         -  MD1291
 MD1291  STATE/COUNTY-  IN/WABASH
 MD1291  USGS QUAD   -  NORTH MANCHESTER NORTH (1994)
 MD1291
 MD1291                         *CURRENT SURVEY CONTROL
 MD1291  ___________________________________________________________________
 MD1291* NAD 83(1986)-  41 00 02.     (N)    085 47 11.     (W)     SCALED    
 MD1291* NAVD 88     -       235.561  (meters)     772.84   (feet)  ADJUSTED  
 MD1291  ___________________________________________________________________
 MD1291  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 MD1291  DYNAMIC HT  -         235.453 (meters)     772.48  (feet)  COMP
 MD1291  MODELED GRAV-     980,161.7   (mgal)                       NAVD 88
 MD1291
 MD1291  VERT ORDER  -  SECOND    CLASS 0
 MD1291
 MD1291.The horizontal coordinates were scaled from a topographic map and have
 MD1291.an estimated accuracy of +/- 6 seconds.
 MD1291
 MD1291.The orthometric height was determined by differential leveling
 MD1291.and adjusted by the National Geodetic Survey in June 1991..
 MD1291
 MD1291.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1291.See file dsdata.txt to determine how the superseded data were derived.
 MD1291
 MD1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL020395(NAD 83)
 MD1291_MARKER: DB = BENCH MARK DISK
 MD1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1291_STAMPING: C 188 1946
 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 = OCTOBER  6, 2006
 LA0865 ***********************************************************************
 LA0865  DESIGNATION -  C 189
 LA0865  PID         -  LA0865
 LA0865  STATE/COUNTY-  IN/ALLEN
 LA0865  USGS QUAD   -  ZANESVILLE (1972)
 LA0865
 LA0865                         *CURRENT SURVEY CONTROL
 LA0865  ___________________________________________________________________
 LA0865* NAD 83(1986)-  40 57 36.     (N)    085 19 11.     (W)     SCALED    
 LA0865* NAVD 88     -       249.877  (meters)     819.80   (feet)  ADJUSTED  
 LA0865  ___________________________________________________________________
 LA0865  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 LA0865  DYNAMIC HT  -         249.767 (meters)     819.44  (feet)  COMP
 LA0865  MODELED GRAV-     980,177.1   (mgal)                       NAVD 88
 LA0865
 LA0865  VERT ORDER  -  SECOND    CLASS 0
 LA0865
 LA0865.The horizontal coordinates were scaled from a topographic map and have
 LA0865.an estimated accuracy of +/- 6 seconds.
 LA0865
 LA0865.The orthometric height was determined by differential leveling
 LA0865.and adjusted by the National Geodetic Survey in June 1991..
 LA0865
 LA0865.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0865.See file dsdata.txt to determine how the superseded data were derived.
 LA0865
 LA0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL414356(NAD 83)
 LA0865_MARKER: DB = BENCH MARK DISK
 LA0865_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0865_SP_SET: CULVERT
 LA0865_STAMPING: C 189 1946
 LA0865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0865
 LA0865  HISTORY     - Date     Condition        Report By
 LA0865  HISTORY     - 1946     MONUMENTED       CGS
 LA0865  HISTORY     - 1968     GOOD             NGS
 LA0865
 LA0865                          STATION DESCRIPTION
 LA0865
 LA0865'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0299 ***********************************************************************
 LB0299  DESIGNATION -  C 191
 LB0299  PID         -  LB0299
 LB0299  STATE/COUNTY-  IN/MIAMI
 LB0299  USGS QUAD   -  MIAMI (1994)
 LB0299
 LB0299                         *CURRENT SURVEY CONTROL
 LB0299  ___________________________________________________________________
 LB0299* NAD 83(1986)-  40 35 08.     (N)    086 03 03.     (W)     SCALED    
 LB0299* NAVD 88     -       256.865  (meters)     842.73   (feet)  ADJUSTED  
 LB0299  ___________________________________________________________________
 LB0299  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 LB0299  DYNAMIC HT  -         256.736 (meters)     842.31  (feet)  COMP
 LB0299  MODELED GRAV-     980,116.1   (mgal)                       NAVD 88
 LB0299
 LB0299  VERT ORDER  -  SECOND    CLASS 0
 LB0299
 LB0299.The horizontal coordinates were scaled from a topographic map and have
 LB0299.an estimated accuracy of +/- 6 seconds.
 LB0299
 LB0299.The orthometric height was determined by differential leveling
 LB0299.and adjusted by the National Geodetic Survey in June 1991..
 LB0299
 LB0299.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0299.See file dsdata.txt to determine how the superseded data were derived.
 LB0299
 LB0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK803931(NAD 83)
 LB0299_MARKER: DB = BENCH MARK DISK
 LB0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0299_STAMPING: C 191 1946
 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 = OCTOBER  6, 2006
 LA1817 ***********************************************************************
 LA1817  DESIGNATION -  C 192
 LA1817  PID         -  LA1817
 LA1817  STATE/COUNTY-  IN/MIAMI
 LA1817  USGS QUAD   -  AMBOY (1994)
 LA1817
 LA1817                         *CURRENT SURVEY CONTROL
 LA1817  ___________________________________________________________________
 LA1817* NAD 83(1986)-  40 36 02.     (N)    085 58 02.     (W)     SCALED    
 LA1817* NAVD 88     -       249.813  (meters)     819.59   (feet)  ADJUSTED  
 LA1817  ___________________________________________________________________
 LA1817  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 LA1817  DYNAMIC HT  -         249.687 (meters)     819.18  (feet)  COMP
 LA1817  MODELED GRAV-     980,117.4   (mgal)                       NAVD 88
 LA1817
 LA1817  VERT ORDER  -  SECOND    CLASS 0
 LA1817
 LA1817.The horizontal coordinates were scaled from a topographic map and have
 LA1817.an estimated accuracy of +/- 6 seconds.
 LA1817
 LA1817.The orthometric height was determined by differential leveling
 LA1817.and adjusted by the National Geodetic Survey in June 1991..
 LA1817
 LA1817.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1817.See file dsdata.txt to determine how the superseded data were derived.
 LA1817
 LA1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK873949(NAD 83)
 LA1817_MARKER: DB = BENCH MARK DISK
 LA1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1817_STAMPING: C 192 1946
 LA1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1817+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 LA0925 ***********************************************************************
 LA0925  DESIGNATION -  C 193
 LA0925  PID         -  LA0925
 LA0925  STATE/COUNTY-  IN/HUNTINGTON
 LA0925  USGS QUAD   -  ANDREWS (1994)
 LA0925
 LA0925                         *CURRENT SURVEY CONTROL
 LA0925  ___________________________________________________________________
 LA0925* NAD 83(1986)-  40 52 25.     (N)    085 30 29.     (W)     SCALED    
 LA0925* NAVD 88     -       218.450  (meters)     716.70   (feet)  ADJUSTED  
 LA0925  ___________________________________________________________________
 LA0925  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 LA0925  DYNAMIC HT  -         218.347 (meters)     716.36  (feet)  COMP
 LA0925  MODELED GRAV-     980,149.2   (mgal)                       NAVD 88
 LA0925
 LA0925  VERT ORDER  -  SECOND    CLASS 0
 LA0925
 LA0925.The horizontal coordinates were scaled from a topographic map and have
 LA0925.an estimated accuracy of +/- 6 seconds.
 LA0925
 LA0925.The orthometric height was determined by differential leveling
 LA0925.and adjusted by the National Geodetic Survey in June 1991..
 LA0925
 LA0925.The geoid height was determined by GEOID03.
 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     -   624,540.      113,370.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0925.See file dsdata.txt to determine how the superseded data were derived.
 LA0925
 LA0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL257257(NAD 83)
 LA0925_MARKER: DB = BENCH MARK DISK
 LA0925_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0925_SP_SET: BUILDING
 LA0925_STAMPING: C 193 1946
 LA0925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0925
 LA0925  HISTORY     - Date     Condition        Report By
 LA0925  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1485 ***********************************************************************
 LA1485  DESIGNATION -  C 194
 LA1485  PID         -  LA1485
 LA1485  STATE/COUNTY-  IN/MADISON
 LA1485  USGS QUAD   -  FRANKTON (1994)
 LA1485
 LA1485                         *CURRENT SURVEY CONTROL
 LA1485  ___________________________________________________________________
 LA1485* NAD 83(1986)-  40 10 41.     (N)    085 49 17.     (W)     SCALED    
 LA1485* NAVD 88     -       246.789  (meters)     809.67   (feet)  ADJUSTED  
 LA1485  ___________________________________________________________________
 LA1485  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 LA1485  DYNAMIC HT  -         246.656 (meters)     809.24  (feet)  COMP
 LA1485  MODELED GRAV-     980,082.9   (mgal)                       NAVD 88
 LA1485
 LA1485  VERT ORDER  -  SECOND    CLASS 0
 LA1485
 LA1485.The horizontal coordinates were scaled from a topographic map and have
 LA1485.an estimated accuracy of +/- 6 seconds.
 LA1485
 LA1485.The orthometric height was determined by differential leveling
 LA1485.and adjusted by the National Geodetic Survey in June 1991..
 LA1485
 LA1485.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1485.See file dsdata.txt to determine how the superseded data were derived.
 LA1485
 LA1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK003481(NAD 83)
 LA1485_MARKER: DB = BENCH MARK DISK
 LA1485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1485_SP_SET: BRIDGE
 LA1485_STAMPING: C 194 1946
 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 = OCTOBER  6, 2006
 LA1357 ***********************************************************************
 LA1357  DESIGNATION -  C 195
 LA1357  PID         -  LA1357
 LA1357  STATE/COUNTY-  IN/MADISON
 LA1357  USGS QUAD   -  ELWOOD (1994)
 LA1357
 LA1357                         *CURRENT SURVEY CONTROL
 LA1357  ___________________________________________________________________
 LA1357* NAD 83(1986)-  40 17 40.     (N)    085 47 09.     (W)     SCALED    
 LA1357* NAVD 88     -       265.992  (meters)     872.68   (feet)  ADJUSTED  
 LA1357  ___________________________________________________________________
 LA1357  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 LA1357  DYNAMIC HT  -         265.852 (meters)     872.22  (feet)  COMP
 LA1357  MODELED GRAV-     980,092.0   (mgal)                       NAVD 88
 LA1357
 LA1357  VERT ORDER  -  SECOND    CLASS 0
 LA1357
 LA1357.The horizontal coordinates were scaled from a topographic map and have
 LA1357.an estimated accuracy of +/- 6 seconds.
 LA1357
 LA1357.The orthometric height was determined by differential leveling
 LA1357.and adjusted by the National Geodetic Survey in June 1991..
 LA1357
 LA1357.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1357.See file dsdata.txt to determine how the superseded data were derived.
 LA1357
 LA1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK031611(NAD 83)
 LA1357_MARKER: DB = BENCH MARK DISK
 LA1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1357_STAMPING: C 195 1946
 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 = OCTOBER  6, 2006
 MD0887 ***********************************************************************
 MD0887  DESIGNATION -  C 196 RESET
 MD0887  PID         -  MD0887
 MD0887  STATE/COUNTY-  IN/WHITLEY
 MD0887  USGS QUAD   -  COLUMBIA CITY (1981)
 MD0887
 MD0887                         *CURRENT SURVEY CONTROL
 MD0887  ___________________________________________________________________
 MD0887* NAD 83(1986)-  41 10 13.     (N)    085 29 05.     (W)     SCALED    
 MD0887* NAVD 88     -       265.78   (meters)     872.0    (feet)  RESET     
 MD0887  ___________________________________________________________________
 MD0887  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MD0887
 MD0887  VERT ORDER  -  THIRD
 MD0887
 MD0887.The horizontal coordinates were scaled from a topographic map and have
 MD0887.an estimated accuracy of +/- 6 seconds.
 MD0887
 MD0887.The orthometric height was computed from unverified reset data.
 MD0887
 MD0887.The geoid height was determined by GEOID03.
 MD0887
 MD0887;                    North         East    Units  Estimated Accuracy
 MD0887;SPC IN E     -   657,480.      115,270.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0887.See file dsdata.txt to determine how the superseded data were derived.
 MD0887
 MD0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL271587(NAD 83)
 MD0887_MARKER: DB = BENCH MARK DISK
 MD0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0887_STAMPING: C 196 RESET 1966
 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 = OCTOBER  6, 2006
 MD0835 ***********************************************************************
 MD0835  DESIGNATION -  C 197
 MD0835  PID         -  MD0835
 MD0835  STATE/COUNTY-  IN/ALLEN
 MD0835  USGS QUAD   -  HUNTERTOWN (1981)
 MD0835
 MD0835                         *CURRENT SURVEY CONTROL
 MD0835  ___________________________________________________________________
 MD0835* NAD 83(1986)-  41 11 27.     (N)    085 14 21.     (W)     SCALED    
 MD0835* NAVD 88     -       258.335  (meters)     847.55   (feet)  ADJUSTED  
 MD0835  ___________________________________________________________________
 MD0835  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MD0835  DYNAMIC HT  -         258.237 (meters)     847.23  (feet)  COMP
 MD0835  MODELED GRAV-     980,239.7   (mgal)                       NAVD 88
 MD0835
 MD0835  VERT ORDER  -  SECOND    CLASS 0
 MD0835
 MD0835.The horizontal coordinates were scaled from a topographic map and have
 MD0835.an estimated accuracy of +/- 6 seconds.
 MD0835
 MD0835.The orthometric height was determined by differential leveling
 MD0835.and adjusted by the National Geodetic Survey in June 1991..
 MD0835
 MD0835.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0835.See file dsdata.txt to determine how the superseded data were derived.
 MD0835
 MD0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL476614(NAD 83)
 MD0835_MARKER: DB = BENCH MARK DISK
 MD0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0835_STAMPING: C 197 1946
 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             NGS
 MD0835  HISTORY     - 1969     GOOD             INHD
 MD0835
 MD0835                          STATION DESCRIPTION
 MD0835
 MD0835'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0959 ***********************************************************************
 MD0959  DESIGNATION -  C 198
 MD0959  PID         -  MD0959
 MD0959  STATE/COUNTY-  IN/ALLEN
 MD0959  USGS QUAD   -  CEDARVILLE (1981)
 MD0959
 MD0959                         *CURRENT SURVEY CONTROL
 MD0959  ___________________________________________________________________
 MD0959* NAD 83(1986)-  41 13 22.     (N)    085 01 55.     (W)     SCALED    
 MD0959* NAVD 88     -       243.701  (meters)     799.54   (feet)  ADJUSTED  
 MD0959  ___________________________________________________________________
 MD0959  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MD0959  DYNAMIC HT  -         243.602 (meters)     799.22  (feet)  COMP
 MD0959  MODELED GRAV-     980,212.5   (mgal)                       NAVD 88
 MD0959
 MD0959  VERT ORDER  -  SECOND    CLASS 0
 MD0959
 MD0959.The horizontal coordinates were scaled from a topographic map and have
 MD0959.an estimated accuracy of +/- 6 seconds.
 MD0959
 MD0959.The orthometric height was determined by differential leveling
 MD0959.and adjusted by the National Geodetic Survey in June 1991..
 MD0959
 MD0959.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0959.See file dsdata.txt to determine how the superseded data were derived.
 MD0959
 MD0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL649653(NAD 83)
 MD0959_MARKER: DB = BENCH MARK DISK
 MD0959_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0959_SP_SET: ABUTMENT
 MD0959_STAMPING: C 198 1946
 MD0959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0959
 MD0959  HISTORY     - Date     Condition        Report By
 MD0959  HISTORY     - 1946     MONUMENTED       CGS
 MD0959  HISTORY     - 1962     GOOD             NGS
 MD0959
 MD0959                          STATION DESCRIPTION
 MD0959
 MD0959'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0704 ***********************************************************************
 MD0704  DESIGNATION -  C 199
 MD0704  PID         -  MD0704
 MD0704  STATE/COUNTY-  IN/ALLEN
 MD0704  USGS QUAD   -  HUNTERTOWN (1981)
 MD0704
 MD0704                         *CURRENT SURVEY CONTROL
 MD0704  ___________________________________________________________________
 MD0704* NAD 83(1997)-  41 10 40.21729(N)    085 08 50.16101(W)     ADJUSTED  
 MD0704* NAVD 88     -       256.276  (meters)     840.80   (feet)  ADJUSTED  
 MD0704  ___________________________________________________________________
 MD0704  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 MD0704  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 MD0704  DYNAMIC HT  -         256.177 (meters)     840.47  (feet)  COMP
 MD0704  MODELED GRAV-     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
 MD0704.and adjusted by the National Geodetic Survey in June 1991..
 MD0704
 MD0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0704
 MD0704.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 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
 MD0704.Superseded values are not recommended for survey control.
 MD0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0704.See file dsdata.txt to determine how the superseded data were derived.
 MD0704
 MD0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5540260154(NAD 83)
 MD0704_MARKER: DB = BENCH MARK DISK
 MD0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0704_STAMPING: C 199 1946
 MD0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0704+STABILITY: SURFACE MOTION
 MD0704
 MD0704  HISTORY     - Date     Condition        Report By
 MD0704  HISTORY     - 1963     MONUMENTED       CGS
 MD0704  HISTORY     - 1961     GOOD             NGS
 MD0704  HISTORY     - 1965     GOOD             INHD
 MD0704  HISTORY     - 1983     GOOD             NGS
 MD0704
 MD0704                          STATION DESCRIPTION
 MD0704
 MD0704'DESCRIBED 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 (1961)
 MD0704
 MD0704'RECOVERY NOTE BY NATIONAL 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 (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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2344 ***********************************************************************
 JZ2344  DESIGNATION -  C 2
 JZ2344  PID         -  JZ2344
 JZ2344  STATE/COUNTY-  IN/SHELBY
 JZ2344  USGS QUAD   -  SHELBYVILLE (1994)
 JZ2344
 JZ2344                         *CURRENT SURVEY CONTROL
 JZ2344  ___________________________________________________________________
 JZ2344* NAD 83(1986)-  39 35 13.     (N)    085 51 50.     (W)     SCALED    
 JZ2344* NAVD 88     -       236.902  (meters)     777.24   (feet)  ADJUSTED  
 JZ2344  ___________________________________________________________________
 JZ2344  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JZ2344  DYNAMIC HT  -         236.767 (meters)     776.79  (feet)  COMP
 JZ2344  MODELED GRAV-     980,048.6   (mgal)                       NAVD 88
 JZ2344
 JZ2344  VERT ORDER  -  FIRST     CLASS II
 JZ2344
 JZ2344.The horizontal coordinates were scaled from a topographic map and have
 JZ2344.an estimated accuracy of +/- 6 seconds.
 JZ2344
 JZ2344.The orthometric height was determined by differential leveling
 JZ2344.and adjusted by the National Geodetic Survey in June 1991..
 JZ2344
 JZ2344.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2344.See file dsdata.txt to determine how the superseded data were derived.
 JZ2344
 JZ2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ975825(NAD 83)
 JZ2344_MARKER: DB = BENCH MARK DISK
 JZ2344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2344_SP_SET: STONE POST
 JZ2344_STAMPING: C 2
 JZ2344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2344+STABILITY: SURFACE MOTION
 JZ2344
 JZ2344  HISTORY     - Date     Condition        Report By
 JZ2344  HISTORY     - UNK      MONUMENTED       CGS
 JZ2344  HISTORY     - 1947     GOOD             NGS
 JZ2344  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ2344
 JZ2344                          STATION DESCRIPTION
 JZ2344
 JZ2344'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0106 ***********************************************************************
 ME0106  DESIGNATION -  C 20
 ME0106  PID         -  ME0106
 ME0106  STATE/COUNTY-  IN/ST JOSEPH
 ME0106  USGS QUAD   -  SOUTH BEND WEST (1986)
 ME0106
 ME0106                         *CURRENT SURVEY CONTROL
 ME0106  ___________________________________________________________________
 ME0106* NAD 83(1986)-  41 40 25.     (N)    086 16 26.     (W)     SCALED    
 ME0106* NAVD 88     -       219.221  (meters)     719.23   (feet)  ADJUSTED  
 ME0106  ___________________________________________________________________
 ME0106  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME0106  DYNAMIC HT  -         219.137 (meters)     718.95  (feet)  COMP
 ME0106  MODELED GRAV-     980,233.4   (mgal)                       NAVD 88
 ME0106
 ME0106  VERT ORDER  -  SECOND    CLASS 0
 ME0106
 ME0106.The horizontal coordinates were scaled from a topographic map and have
 ME0106.an estimated accuracy of +/- 6 seconds.
 ME0106
 ME0106.The orthometric height was determined by differential leveling
 ME0106.and adjusted by the National Geodetic Survey in June 1991..
 ME0106
 ME0106.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0106.See file dsdata.txt to determine how the superseded data were derived.
 ME0106
 ME0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM604137(NAD 83)
 ME0106_MARKER: DB = BENCH MARK DISK
 ME0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0106_STAMPING: C 20 1934
 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   NGS
 ME0106
 ME0106                          STATION DESCRIPTION
 ME0106
 ME0106'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0488 ***********************************************************************
 MD0488  DESIGNATION -  C 201
 MD0488  PID         -  MD0488
 MD0488  STATE/COUNTY-  IN/DE KALB
 MD0488  USGS QUAD   -  SAINT JOE (1994)
 MD0488
 MD0488                         *CURRENT SURVEY CONTROL
 MD0488  ___________________________________________________________________
 MD0488* NAD 83(1986)-  41 17 02.     (N)    084 53 09.     (W)     SCALED    
 MD0488* NAVD 88     -       258.966  (meters)     849.62   (feet)  ADJUSTED  
 MD0488  ___________________________________________________________________
 MD0488  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MD0488  DYNAMIC HT  -         258.863 (meters)     849.29  (feet)  COMP
 MD0488  MODELED GRAV-     980,219.4   (mgal)                       NAVD 88
 MD0488
 MD0488  VERT ORDER  -  SECOND    CLASS 0
 MD0488
 MD0488.The horizontal coordinates were scaled from a topographic map and have
 MD0488.an estimated accuracy of +/- 6 seconds.
 MD0488
 MD0488.The orthometric height was determined by differential leveling
 MD0488.and adjusted by the National Geodetic Survey in June 1991..
 MD0488
 MD0488.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0488.See file dsdata.txt to determine how the superseded data were derived.
 MD0488
 MD0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL770724(NAD 83)
 MD0488_MARKER: DB = BENCH MARK DISK
 MD0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0488_SP_SET: 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             NGS
 MD0488
 MD0488                          STATION DESCRIPTION
 MD0488
 MD0488'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0722 ***********************************************************************
 MD0722  DESIGNATION -  C 202
 MD0722  PID         -  MD0722
 MD0722  STATE/COUNTY-  IN/ALLEN
 MD0722  USGS QUAD   -  FORT WAYNE WEST (1981)
 MD0722
 MD0722                         *CURRENT SURVEY CONTROL
 MD0722  ___________________________________________________________________
 MD0722* NAD 83(1986)-  41 04 17.     (N)    085 08 57.     (W)     SCALED    
 MD0722* NAVD 88     -       233.914  (meters)     767.43   (feet)  ADJUSTED  
 MD0722  ___________________________________________________________________
 MD0722  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MD0722  DYNAMIC HT  -         233.822 (meters)     767.13  (feet)  COMP
 MD0722  MODELED GRAV-     980,224.0   (mgal)                       NAVD 88
 MD0722
 MD0722  VERT ORDER  -  SECOND    CLASS 0
 MD0722
 MD0722.The horizontal coordinates were scaled from a topographic map and have
 MD0722.an estimated accuracy of +/- 6 seconds.
 MD0722
 MD0722.The orthometric height was determined by differential leveling
 MD0722.and adjusted by the National Geodetic Survey in June 1991..
 MD0722
 MD0722.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0722.See file dsdata.txt to determine how the superseded data were derived.
 MD0722
 MD0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL554483(NAD 83)
 MD0722_MARKER: DB = BENCH MARK DISK
 MD0722_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0722_SP_SET: ABUTMENT
 MD0722_STAMPING: C 202 1946
 MD0722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0722
 MD0722  HISTORY     - Date     Condition        Report By
 MD0722  HISTORY     - 1946     MONUMENTED       CGS
 MD0722  HISTORY     - 1961     GOOD             NGS
 MD0722  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0722
 MD0722                          STATION DESCRIPTION
 MD0722
 MD0722'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1773 ***********************************************************************
 LA1773  DESIGNATION -  C 203
 LA1773  PID         -  LA1773
 LA1773  STATE/COUNTY-  IN/GRANT
 LA1773  USGS QUAD   -  VAN BUREN (1992)
 LA1773
 LA1773                         *CURRENT SURVEY CONTROL
 LA1773  ___________________________________________________________________
 LA1773* NAD 83(1986)-  40 32 18.     (N)    085 30 10.     (W)     SCALED    
 LA1773* NAVD 88     -       267.795  (meters)     878.59   (feet)  ADJUSTED  
 LA1773  ___________________________________________________________________
 LA1773  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 LA1773  DYNAMIC HT  -         267.658 (meters)     878.14  (feet)  COMP
 LA1773  MODELED GRAV-     980,107.1   (mgal)                       NAVD 88
 LA1773
 LA1773  VERT ORDER  -  SECOND    CLASS 0
 LA1773
 LA1773.The horizontal coordinates were scaled from a topographic map and have
 LA1773.an estimated accuracy of +/- 6 seconds.
 LA1773
 LA1773.The orthometric height was determined by differential leveling
 LA1773.and adjusted by the National Geodetic Survey in June 1991..
 LA1773
 LA1773.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1773.See file dsdata.txt to determine how the superseded data were derived.
 LA1773
 LA1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK267885(NAD 83)
 LA1773_MARKER: DB = BENCH MARK DISK
 LA1773_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1773_SP_SET: CULVERT
 LA1773_STAMPING: C 203 1946
 LA1773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1729 ***********************************************************************
 LA1729  DESIGNATION -  C 204
 LA1729  PID         -  LA1729
 LA1729  STATE/COUNTY-  IN/GRANT
 LA1729  USGS QUAD   -  LA FONTAINE (1994)
 LA1729
 LA1729                         *CURRENT SURVEY CONTROL
 LA1729  ___________________________________________________________________
 LA1729* NAD 83(1986)-  40 37 49.     (N)    085 38 06.     (W)     SCALED    
 LA1729* NAVD 88     -       267.437  (meters)     877.42   (feet)  ADJUSTED  
 LA1729  ___________________________________________________________________
 LA1729  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 LA1729  DYNAMIC HT  -         267.303 (meters)     876.98  (feet)  COMP
 LA1729  MODELED GRAV-     980,119.2   (mgal)                       NAVD 88
 LA1729
 LA1729  VERT ORDER  -  SECOND    CLASS 0
 LA1729
 LA1729.The horizontal coordinates were scaled from a topographic map and have
 LA1729.an estimated accuracy of +/- 6 seconds.
 LA1729
 LA1729.The orthometric height was determined by differential leveling
 LA1729.and adjusted by the National Geodetic Survey in June 1991..
 LA1729
 LA1729.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1729.See file dsdata.txt to determine how the superseded data were derived.
 LA1729
 LA1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK154986(NAD 83)
 LA1729_MARKER: DB = BENCH MARK DISK
 LA1729_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1729_SP_SET: CULVERT
 LA1729_STAMPING: C 204 1946
 LA1729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1394 ***********************************************************************
 LA1394  DESIGNATION -  C 205
 LA1394  PID         -  LA1394
 LA1394  STATE/COUNTY-  IN/TIPTON
 LA1394  USGS QUAD   -  WINDFALL (1960)
 LA1394
 LA1394                         *CURRENT SURVEY CONTROL
 LA1394  ___________________________________________________________________
 LA1394* NAD 83(1986)-  40 16 11.     (N)    085 58 34.     (W)     SCALED    
 LA1394* NAVD 88     -       262.086  (meters)     859.86   (feet)  ADJUSTED  
 LA1394  ___________________________________________________________________
 LA1394  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LA1394  DYNAMIC HT  -         261.946 (meters)     859.40  (feet)  COMP
 LA1394  MODELED GRAV-     980,084.6   (mgal)                       NAVD 88
 LA1394
 LA1394  VERT ORDER  -  SECOND    CLASS 0
 LA1394
 LA1394.The horizontal coordinates were scaled from a topographic map and have
 LA1394.an estimated accuracy of +/- 6 seconds.
 LA1394
 LA1394.The orthometric height was determined by differential leveling
 LA1394.and adjusted by the National Geodetic Survey in June 1991..
 LA1394
 LA1394.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1394.See file dsdata.txt to determine how the superseded data were derived.
 LA1394
 LA1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK870581(NAD 83)
 LA1394_MARKER: DB = BENCH MARK DISK
 LA1394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1394_SP_SET: BRIDGE
 LA1394_STAMPING: C 205 1946
 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 = OCTOBER  6, 2006
 MD0733 ***********************************************************************
 MD0733  DESIGNATION -  C 206
 MD0733  PID         -  MD0733
 MD0733  STATE/COUNTY-  IN/WHITLEY
 MD0733  USGS QUAD   -  LAUD (1961)
 MD0733
 MD0733                         *CURRENT SURVEY CONTROL
 MD0733  ___________________________________________________________________
 MD0733* NAD 83(1986)-  41 01 09.     (N)    085 28 11.     (W)     SCALED    
 MD0733* NAVD 88     -       260.233  (meters)     853.78   (feet)  ADJUSTED  
 MD0733  ___________________________________________________________________
 MD0733  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MD0733  DYNAMIC HT  -         260.119 (meters)     853.41  (feet)  COMP
 MD0733  MODELED GRAV-     980,179.0   (mgal)                       NAVD 88
 MD0733
 MD0733  VERT ORDER  -  SECOND    CLASS 0
 MD0733
 MD0733.The horizontal coordinates were scaled from a topographic map and have
 MD0733.an estimated accuracy of +/- 6 seconds.
 MD0733
 MD0733.The orthometric height was determined by differential leveling
 MD0733.and adjusted by the National Geodetic Survey in June 1991..
 MD0733
 MD0733.The geoid height was determined by GEOID03.
 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     -   640,710.      116,570.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0733.See file dsdata.txt to determine how the superseded data were derived.
 MD0733
 MD0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL286420(NAD 83)
 MD0733_MARKER: DB = BENCH MARK DISK
 MD0733_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0733_SP_SET: BUILDING
 MD0733_STAMPING: C 206 1946
 MD0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0733
 MD0733  HISTORY     - Date     Condition        Report By
 MD0733  HISTORY     - 1946     MONUMENTED       CGS
 MD0733  HISTORY     - 1961     GOOD             NGS
 MD0733  HISTORY     - 1968     GOOD             NGS
 MD0733
 MD0733                          STATION DESCRIPTION
 MD0733
 MD0733'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1968
 MD0733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0512 ***********************************************************************
 LB0512  DESIGNATION -  C 207
 LB0512  PID         -  LB0512
 LB0512  STATE/COUNTY-  IN/TIPTON
 LB0512  USGS QUAD   -  TIPTON (1980)
 LB0512
 LB0512                         *CURRENT SURVEY CONTROL
 LB0512  ___________________________________________________________________
 LB0512* NAD 83(1986)-  40 16 31.     (N)    086 04 01.     (W)     SCALED    
 LB0512* NAVD 88     -       265.991  (meters)     872.67   (feet)  ADJUSTED  
 LB0512  ___________________________________________________________________
 LB0512  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 LB0512  DYNAMIC HT  -         265.847 (meters)     872.20  (feet)  COMP
 LB0512  MODELED GRAV-     980,078.4   (mgal)                       NAVD 88
 LB0512
 LB0512  VERT ORDER  -  SECOND    CLASS 0
 LB0512
 LB0512.The horizontal coordinates were scaled from a topographic map and have
 LB0512.an estimated accuracy of +/- 6 seconds.
 LB0512
 LB0512.The orthometric height was determined by differential leveling
 LB0512.and adjusted by the National Geodetic Survey in June 1991..
 LB0512
 LB0512.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0512.See file dsdata.txt to determine how the superseded data were derived.
 LB0512
 LB0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK793587(NAD 83)
 LB0512_MARKER: DB = BENCH MARK DISK
 LB0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0512_STAMPING: C 207 1946
 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 = OCTOBER  6, 2006
 LB0460 ***********************************************************************
 LB0460  DESIGNATION -  C 208
 LB0460  PID         -  LB0460
 LB0460  STATE/COUNTY-  IN/TIPTON
 LB0460  USGS QUAD   -  KEMPTON (1980)
 LB0460
 LB0460                         *CURRENT SURVEY CONTROL
 LB0460  ___________________________________________________________________
 LB0460* NAD 83(1986)-  40 22 28.     (N)    086 11 45.     (W)     SCALED    
 LB0460* NAVD 88     -       271.524  (meters)     890.83   (feet)  ADJUSTED  
 LB0460  ___________________________________________________________________
 LB0460  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 LB0460  DYNAMIC HT  -         271.379 (meters)     890.35  (feet)  COMP
 LB0460  MODELED GRAV-     980,084.8   (mgal)                       NAVD 88
 LB0460
 LB0460  VERT ORDER  -  SECOND    CLASS 0
 LB0460
 LB0460.The horizontal coordinates were scaled from a topographic map and have
 LB0460.an estimated accuracy of +/- 6 seconds.
 LB0460
 LB0460.The orthometric height was determined by differential leveling
 LB0460.and adjusted by the National Geodetic Survey in June 1991..
 LB0460
 LB0460.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0460.See file dsdata.txt to determine how the superseded data were derived.
 LB0460
 LB0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK682696(NAD 83)
 LB0460_MARKER: DB = BENCH MARK DISK
 LB0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0460_STAMPING: C 208 1946
 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 = OCTOBER  6, 2006
 LA1441 ***********************************************************************
 LA1441  DESIGNATION -  C 209
 LA1441  PID         -  LA1441
 LA1441  STATE/COUNTY-  IN/HAMILTON
 LA1441  USGS QUAD   -  RIVERWOOD (1994)
 LA1441
 LA1441                         *CURRENT SURVEY CONTROL
 LA1441  ___________________________________________________________________
 LA1441* NAD 83(1986)-  40 03 45.     (N)    085 52 31.     (W)     SCALED    
 LA1441* NAVD 88     -       255.994  (meters)     839.87   (feet)  ADJUSTED  
 LA1441  ___________________________________________________________________
 LA1441  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 LA1441  DYNAMIC HT  -         255.855 (meters)     839.42  (feet)  COMP
 LA1441  MODELED GRAV-     980,076.4   (mgal)                       NAVD 88
 LA1441
 LA1441  VERT ORDER  -  SECOND    CLASS 0
 LA1441
 LA1441.The horizontal coordinates were scaled from a topographic map and have
 LA1441.an estimated accuracy of +/- 6 seconds.
 LA1441
 LA1441.The orthometric height was determined by differential leveling
 LA1441.and adjusted by the National Geodetic Survey in June 1991..
 LA1441
 LA1441.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1441.See file dsdata.txt to determine how the superseded data were derived.
 LA1441
 LA1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK959353(NAD 83)
 LA1441_MARKER: DB = BENCH MARK DISK
 LA1441_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1441_SP_SET: CULVERT
 LA1441_STAMPING: C 209 1946
 LA1441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1441
 LA1441  HISTORY     - Date     Condition        Report By
 LA1441  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0742 ***********************************************************************
 MD0742  DESIGNATION -  C 21
 MD0742  PID         -  MD0742
 MD0742  STATE/COUNTY-  IN/NOBLE
 MD0742  USGS QUAD   -  ALBION (1973)
 MD0742
 MD0742                         *CURRENT SURVEY CONTROL
 MD0742  ___________________________________________________________________
 MD0742* NAD 83(1986)-  41 27 22.     (N)    085 26 34.     (W)     SCALED    
 MD0742* NAVD 88     -       282.842  (meters)     927.96   (feet)  ADJUSTED  
 MD0742  ___________________________________________________________________
 MD0742  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 MD0742  DYNAMIC HT  -         282.726 (meters)     927.58  (feet)  COMP
 MD0742  MODELED GRAV-     980,205.3   (mgal)                       NAVD 88
 MD0742
 MD0742  VERT ORDER  -  SECOND    CLASS 0
 MD0742
 MD0742.The horizontal coordinates were scaled from a topographic map and have
 MD0742.an estimated accuracy of +/- 6 seconds.
 MD0742
 MD0742.The orthometric height was determined by differential leveling
 MD0742.and adjusted by the National Geodetic Survey in June 1991..
 MD0742
 MD0742.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0742.See file dsdata.txt to determine how the superseded data were derived.
 MD0742
 MD0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL300905(NAD 83)
 MD0742_MARKER: DB = BENCH MARK DISK
 MD0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0742_STAMPING: C 21 1934
 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             NGS
 MD0742
 MD0742                          STATION DESCRIPTION
 MD0742
 MD0742'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0407 ***********************************************************************
 LB0407  DESIGNATION -  C 210
 LB0407  PID         -  LB0407
 LB0407  STATE/COUNTY-  IN/HAMILTON
 LB0407  USGS QUAD   -  SHERIDAN (1992)
 LB0407
 LB0407                         *CURRENT SURVEY CONTROL
 LB0407  ___________________________________________________________________
 LB0407* NAD 83(1986)-  40 08 46.     (N)    086 14 30.     (W)     SCALED    
 LB0407* NAVD 88     -       293.629  (meters)     963.35   (feet)  ADJUSTED  
 LB0407  ___________________________________________________________________
 LB0407  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 LB0407  DYNAMIC HT  -         293.466 (meters)     962.81  (feet)  COMP
 LB0407  MODELED GRAV-     980,064.0   (mgal)                       NAVD 88
 LB0407
 LB0407  VERT ORDER  -  SECOND    CLASS 0
 LB0407
 LB0407.The horizontal coordinates were scaled from a topographic map and have
 LB0407.an estimated accuracy of +/- 6 seconds.
 LB0407
 LB0407.The orthometric height was determined by differential leveling
 LB0407.and adjusted by the National Geodetic Survey in June 1991..
 LB0407
 LB0407.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0407.See file dsdata.txt to determine how the superseded data were derived.
 LB0407
 LB0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK645442(NAD 83)
 LB0407_MARKER: DB = BENCH MARK DISK
 LB0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0407_STAMPING: C 210 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1961
 LB0407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0131 ***********************************************************************
 LB0131  DESIGNATION -  C 211
 LB0131  PID         -  LB0131
 LB0131  STATE/COUNTY-  IN/HOWARD
 LB0131  USGS QUAD   -  MIAMI (1994)
 LB0131
 LB0131                         *CURRENT SURVEY CONTROL
 LB0131  ___________________________________________________________________
 LB0131* NAD 83(1997)-  40 32 02.24459(N)    086 03 31.30778(W)     ADJUSTED  
 LB0131* NAVD 88     -       250.285  (meters)     821.14   (feet)  ADJUSTED  
 LB0131  ___________________________________________________________________
 LB0131  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 LB0131  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LB0131  DYNAMIC HT  -         250.158 (meters)     820.73  (feet)  COMP
 LB0131  MODELED GRAV-     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
 LB0131.and adjusted by the National Geodetic Survey in June 1991..
 LB0131
 LB0131.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB0131
 LB0131.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996613  x   0.99998024  =   0.99994637
 LB0131!UTM  16      -   0.99996613  x   0.99967823  =   0.99964437
 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
 LB0131.Superseded values are not recommended for survey control.
 LB0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0131.See file dsdata.txt to determine how the superseded data were derived.
 LB0131
 LB0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7972187450(NAD 83)
 LB0131_MARKER: DB = BENCH MARK DISK
 LB0131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0131_SP_SET: BUILDING
 LB0131_STAMPING: C 211 1946
 LB0131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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             NGS
 LB0131  HISTORY     - 1978     GOOD             NGS
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0550 ***********************************************************************
 LB0550  DESIGNATION -  C 212
 LB0550  PID         -  LB0550
 LB0550  STATE/COUNTY-  IN/HAMILTON
 LB0550  USGS QUAD   -  SHERIDAN (1992)
 LB0550
 LB0550                         *CURRENT SURVEY CONTROL
 LB0550  ___________________________________________________________________
 LB0550* NAD 83(1986)-  40 07 49.     (N)    086 11 05.     (W)     SCALED    
 LB0550* NAVD 88     -       288.823  (meters)     947.58   (feet)  ADJUSTED  
 LB0550  ___________________________________________________________________
 LB0550  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 LB0550  DYNAMIC HT  -         288.662 (meters)     947.05  (feet)  COMP
 LB0550  MODELED GRAV-     980,063.3   (mgal)                       NAVD 88
 LB0550
 LB0550  VERT ORDER  -  SECOND    CLASS 0
 LB0550
 LB0550.The horizontal coordinates were scaled from a topographic map and have
 LB0550.an estimated accuracy of +/- 6 seconds.
 LB0550
 LB0550.The orthometric height was determined by differential leveling
 LB0550.and adjusted by the National Geodetic Survey in June 1991..
 LB0550
 LB0550.The geoid height was determined by GEOID03.
 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     -   542,110.       55,850.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0550.See file dsdata.txt to determine how the superseded data were derived.
 LB0550
 LB0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK694425(NAD 83)
 LB0550_MARKER: DB = BENCH MARK DISK
 LB0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0550_STAMPING: C 212 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1961
 LB0550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0972 ***********************************************************************
 LA0972  DESIGNATION -  C 213
 LA0972  PID         -  LA0972
 LA0972  STATE/COUNTY-  IN/HUNTINGTON
 LA0972  USGS QUAD   -  WARREN (1994)
 LA0972
 LA0972                         *CURRENT SURVEY CONTROL
 LA0972  ___________________________________________________________________
 LA0972* NAD 83(1986)-  40 44 29.     (N)    085 29 17.     (W)     SCALED    
 LA0972* NAVD 88     -       247.455  (meters)     811.86   (feet)  ADJUSTED  
 LA0972  ___________________________________________________________________
 LA0972  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 LA0972  DYNAMIC HT  -         247.334 (meters)     811.46  (feet)  COMP
 LA0972  MODELED GRAV-     980,130.0   (mgal)                       NAVD 88
 LA0972
 LA0972  VERT ORDER  -  SECOND    CLASS 0
 LA0972
 LA0972.The horizontal coordinates were scaled from a topographic map and have
 LA0972.an estimated accuracy of +/- 6 seconds.
 LA0972
 LA0972.The orthometric height was determined by differential leveling
 LA0972.and adjusted by the National Geodetic Survey in June 1991..
 LA0972
 LA0972.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0972.See file dsdata.txt to determine how the superseded data were derived.
 LA0972
 LA0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL276111(NAD 83)
 LA0972_MARKER: DB = BENCH MARK DISK
 LA0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0972_STAMPING: C 213 1947
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1962
 LA0972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0904 ***********************************************************************
 LA0904  DESIGNATION -  C 214
 LA0904  PID         -  LA0904
 LA0904  STATE/COUNTY-  IN/HUNTINGTON
 LA0904  USGS QUAD   -  MARKLE (1973)
 LA0904
 LA0904                         *CURRENT SURVEY CONTROL
 LA0904  ___________________________________________________________________
 LA0904* NAD 83(1986)-  40 47 08.     (N)    085 22 03.     (W)     SCALED    
 LA0904* NAVD 88     -       251.798  (meters)     826.11   (feet)  ADJUSTED  
 LA0904  ___________________________________________________________________
 LA0904  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 LA0904  DYNAMIC HT  -         251.678 (meters)     825.71  (feet)  COMP
 LA0904  MODELED GRAV-     980,138.5   (mgal)                       NAVD 88
 LA0904
 LA0904  VERT ORDER  -  SECOND    CLASS 0
 LA0904
 LA0904.The horizontal coordinates were scaled from a topographic map and have
 LA0904.an estimated accuracy of +/- 6 seconds.
 LA0904
 LA0904.The orthometric height was determined by differential leveling
 LA0904.and adjusted by the National Geodetic Survey in June 1991..
 LA0904
 LA0904.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0904.See file dsdata.txt to determine how the superseded data were derived.
 LA0904
 LA0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL377162(NAD 83)
 LA0904_MARKER: DB = BENCH MARK DISK
 LA0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0904_STAMPING: C 214 1947
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1961
 LA0904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0944 ***********************************************************************
 LA0944  DESIGNATION -  C 215
 LA0944  PID         -  LA0944
 LA0944  STATE/COUNTY-  IN/GRANT
 LA0944  USGS QUAD   -  ROLL (1994)
 LA0944
 LA0944                         *CURRENT SURVEY CONTROL
 LA0944  ___________________________________________________________________
 LA0944* NAD 83(1997)-  40 33 05.62134(N)    085 26 59.14543(W)     ADJUSTED  
 LA0944* NAVD 88     -       267.284  (meters)     876.91   (feet)  ADJUSTED  
 LA0944  ___________________________________________________________________
 LA0944  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 LA0944  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 LA0944  DYNAMIC HT  -         267.147 (meters)     876.46  (feet)  COMP
 LA0944  MODELED GRAV-     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
 LA0944.and adjusted by the National Geodetic Survey in June 1991..
 LA0944
 LA0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA0944
 LA0944.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996343  x   0.99997082  =   0.99993425
 LA0944!UTM  16      -   0.99996343  x   0.99981207  =   0.99977551
 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
 LA0944.Superseded values are not recommended for survey control.
 LA0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0944.See file dsdata.txt to determine how the superseded data were derived.
 LA0944
 LA0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3125990133(NAD 83)
 LA0944_MARKER: DR = REFERENCE MARK DISK
 LA0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0944_STAMPING: C 215 1947
 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 = OCTOBER  6, 2006
 LA0963 ***********************************************************************
 LA0963  DESIGNATION -  C 216
 LA0963  PID         -  LA0963
 LA0963  STATE/COUNTY-  IN/HUNTINGTON
 LA0963  USGS QUAD   -  WARREN (1994)
 LA0963
 LA0963                         *CURRENT SURVEY CONTROL
 LA0963  ___________________________________________________________________
 LA0963* NAD 83(1986)-  40 40 06.     (N)    085 24 40.     (W)     SCALED    
 LA0963* NAVD 88     -       250.494  (meters)     821.83   (feet)  ADJUSTED  
 LA0963  ___________________________________________________________________
 LA0963  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 LA0963  DYNAMIC HT  -         250.369 (meters)     821.42  (feet)  COMP
 LA0963  MODELED GRAV-     980,121.5   (mgal)                       NAVD 88
 LA0963
 LA0963  VERT ORDER  -  SECOND    CLASS 0
 LA0963
 LA0963.The horizontal coordinates were scaled from a topographic map and have
 LA0963.an estimated accuracy of +/- 6 seconds.
 LA0963
 LA0963.The orthometric height was determined by differential leveling
 LA0963.and adjusted by the National Geodetic Survey in June 1991..
 LA0963
 LA0963.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0963.See file dsdata.txt to determine how the superseded data were derived.
 LA0963
 LA0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL342031(NAD 83)
 LA0963_MARKER: DB = BENCH MARK DISK
 LA0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0963_STAMPING: C 216 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1498 ***********************************************************************
 LA1498  DESIGNATION -  C 217
 LA1498  PID         -  LA1498
 LA1498  STATE/COUNTY-  IN/GRANT
 LA1498  USGS QUAD   -  GAS CITY (1994)
 LA1498
 LA1498                         *CURRENT SURVEY CONTROL
 LA1498  ___________________________________________________________________
 LA1498* NAD 83(1986)-  40 23 37.     (N)    085 34 42.     (W)     SCALED    
 LA1498* NAVD 88     -       269.010  (meters)     882.58   (feet)  ADJUSTED  
 LA1498  ___________________________________________________________________
 LA1498  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 LA1498  DYNAMIC HT  -         268.872 (meters)     882.12  (feet)  COMP
 LA1498  MODELED GRAV-     980,104.6   (mgal)                       NAVD 88
 LA1498
 LA1498  VERT ORDER  -  SECOND    CLASS 0
 LA1498
 LA1498.The horizontal coordinates were scaled from a topographic map and have
 LA1498.an estimated accuracy of +/- 6 seconds.
 LA1498
 LA1498.The orthometric height was determined by differential leveling
 LA1498.and adjusted by the National Geodetic Survey in June 1991..
 LA1498
 LA1498.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1498.See file dsdata.txt to determine how the superseded data were derived.
 LA1498
 LA1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK206724(NAD 83)
 LA1498_MARKER: DB = BENCH MARK DISK
 LA1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1498_STAMPING: C 217 1947
 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 = OCTOBER  6, 2006
 LA1557 ***********************************************************************
 LA1557  DESIGNATION -  C 218
 LA1557  PID         -  LA1557
 LA1557  STATE/COUNTY-  IN/DELAWARE
 LA1557  USGS QUAD   -  GASTON (1994)
 LA1557
 LA1557                         *CURRENT SURVEY CONTROL
 LA1557  ___________________________________________________________________
 LA1557* NAD 83(1986)-  40 16 35.     (N)    085 30 03.     (W)     SCALED    
 LA1557* NAVD 88     -       275.896  (meters)     905.17   (feet)  ADJUSTED  
 LA1557  ___________________________________________________________________
 LA1557  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 LA1557  DYNAMIC HT  -         275.752 (meters)     904.70  (feet)  COMP
 LA1557  MODELED GRAV-     980,096.9   (mgal)                       NAVD 88
 LA1557
 LA1557  VERT ORDER  -  SECOND    CLASS 0
 LA1557
 LA1557.The horizontal coordinates were scaled from a topographic map and have
 LA1557.an estimated accuracy of +/- 6 seconds.
 LA1557
 LA1557.The orthometric height was determined by differential leveling
 LA1557.and adjusted by the National Geodetic Survey in June 1991..
 LA1557
 LA1557.The geoid height was determined by GEOID03.
 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     -   558,220.      114,100.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1557.See file dsdata.txt to determine how the superseded data were derived.
 LA1557
 LA1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK274595(NAD 83)
 LA1557_MARKER: DB = BENCH MARK DISK
 LA1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1557_STAMPING: C 218 1947
 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 = OCTOBER  6, 2006
 LA1226 ***********************************************************************
 LA1226  DESIGNATION -  C 219
 LA1226  PID         -  LA1226
 LA1226  STATE/COUNTY-  IN/DELAWARE
 LA1226  USGS QUAD   -  WHEELING (1994)
 LA1226
 LA1226                         *CURRENT SURVEY CONTROL
 LA1226  ___________________________________________________________________
 LA1226* NAD 83(1986)-  40 15 45.     (N)    085 25 40.     (W)     SCALED    
 LA1226* NAVD 88     -       279.935  (meters)     918.42   (feet)  ADJUSTED  
 LA1226  ___________________________________________________________________
 LA1226  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 LA1226  DYNAMIC HT  -         279.789 (meters)     917.94  (feet)  COMP
 LA1226  MODELED GRAV-     980,094.5   (mgal)                       NAVD 88
 LA1226
 LA1226  VERT ORDER  -  SECOND    CLASS 0
 LA1226
 LA1226.The horizontal coordinates were scaled from a topographic map and have
 LA1226.an estimated accuracy of +/- 6 seconds.
 LA1226
 LA1226.The orthometric height was determined by differential leveling
 LA1226.and adjusted by the National Geodetic Survey in June 1991..
 LA1226
 LA1226.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1226.See file dsdata.txt to determine how the superseded data were derived.
 LA1226
 LA1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK336580(NAD 83)
 LA1226_MARKER: DB = BENCH MARK DISK
 LA1226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1226_SP_SET: CONCRETE HEAD WALL
 LA1226_STAMPING: C 219 1947
 LA1226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1226
 LA1226  HISTORY     - Date     Condition        Report By
 LA1226  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0614 ***********************************************************************
 MD0614  DESIGNATION -  C 22
 MD0614  PID         -  MD0614
 MD0614  STATE/COUNTY-  IN/STEUBEN
 MD0614  USGS QUAD   -  ASHLEY (1993)
 MD0614
 MD0614                         *CURRENT SURVEY CONTROL
 MD0614  ___________________________________________________________________
 MD0614* NAD 83(1986)-  41 36 25.     (N)    085 00 25.     (W)     SCALED    
 MD0614* NAVD 88     -       310.616  (meters)    1019.08   (feet)  ADJUSTED  
 MD0614  ___________________________________________________________________
 MD0614  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 MD0614  DYNAMIC HT  -         310.498 (meters)    1018.69  (feet)  COMP
 MD0614  MODELED GRAV-     980,236.2   (mgal)                       NAVD 88
 MD0614
 MD0614  VERT ORDER  -  SECOND    CLASS 0
 MD0614
 MD0614.The horizontal coordinates were scaled from a topographic map and have
 MD0614.an estimated accuracy of +/- 6 seconds.
 MD0614
 MD0614.The orthometric height was determined by differential leveling
 MD0614.and adjusted by the National Geodetic Survey in June 1991..
 MD0614
 MD0614.The geoid height was determined by GEOID03.
 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     -   706,170.      154,990.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0614.See file dsdata.txt to determine how the superseded data were derived.
 MD0614
 MD0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM660080(NAD 83)
 MD0614_MARKER: DB = BENCH MARK DISK
 MD0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0614_STAMPING: C 22 1934
 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             NGS
 MD0614  HISTORY     - 1965     GOOD             INHD
 MD0614
 MD0614                          STATION DESCRIPTION
 MD0614
 MD0614'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1208 ***********************************************************************
 LA1208  DESIGNATION -  C 220
 LA1208  PID         -  LA1208
 LA1208  STATE/COUNTY-  IN/DELAWARE
 LA1208  USGS QUAD   -  EATON (1981)
 LA1208
 LA1208                         *CURRENT SURVEY CONTROL
 LA1208  ___________________________________________________________________
 LA1208* NAD 83(1986)-  40 18 20.     (N)    085 22 08.     (W)     SCALED    
 LA1208* NAVD 88     -       277.657  (meters)     910.95   (feet)  ADJUSTED  
 LA1208  ___________________________________________________________________
 LA1208  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 LA1208  DYNAMIC HT  -         277.513 (meters)     910.47  (feet)  COMP
 LA1208  MODELED GRAV-     980,098.4   (mgal)                       NAVD 88
 LA1208
 LA1208  VERT ORDER  -  SECOND    CLASS 0
 LA1208
 LA1208.The horizontal coordinates were scaled from a topographic map and have
 LA1208.an estimated accuracy of +/- 6 seconds.
 LA1208
 LA1208.The orthometric height was determined by differential leveling
 LA1208.and adjusted by the National Geodetic Survey in June 1991..
 LA1208
 LA1208.The geoid height was determined by GEOID03.
 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     -   561,490.      125,310.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1208.See file dsdata.txt to determine how the superseded data were derived.
 LA1208
 LA1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK386629(NAD 83)
 LA1208_MARKER: DB = BENCH MARK DISK
 LA1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1208_STAMPING: C 220 1947
 LA1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1208+STABILITY: SURFACE MOTION
 LA1208
 LA1208  HISTORY     - Date     Condition        Report By
 LA1208  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0662 ***********************************************************************
 LA0662  DESIGNATION -  C 221
 LA0662  PID         -  LA0662
 LA0662  STATE/COUNTY-  IN/ADAMS
 LA0662  USGS QUAD   -  HOAGLAND (1994)
 LA0662
 LA0662                         *CURRENT SURVEY CONTROL
 LA0662  ___________________________________________________________________
 LA0662* NAD 83(1986)-  40 52 34.     (N)    084 57 18.     (W)     SCALED    
 LA0662* NAVD 88     -       240.757  (meters)     789.88   (feet)  ADJUSTED  
 LA0662  ___________________________________________________________________
 LA0662  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 LA0662  DYNAMIC HT  -         240.652 (meters)     789.54  (feet)  COMP
 LA0662  MODELED GRAV-     980,184.0   (mgal)                       NAVD 88
 LA0662
 LA0662  VERT ORDER  -  SECOND    CLASS 0
 LA0662
 LA0662.The horizontal coordinates were scaled from a topographic map and have
 LA0662.an estimated accuracy of +/- 6 seconds.
 LA0662
 LA0662.The orthometric height was determined by differential leveling
 LA0662.and adjusted by the National Geodetic Survey in June 1991..
 LA0662
 LA0662.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0662.See file dsdata.txt to determine how the superseded data were derived.
 LA0662
 LA0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL723270(NAD 83)
 LA0662_MARKER: DB = BENCH MARK DISK
 LA0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0662_STAMPING: C 221 1947
 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 = OCTOBER  6, 2006
 LA0663 ***********************************************************************
 LA0663  DESIGNATION -  C 221 RESET
 LA0663  PID         -  LA0663
 LA0663  STATE/COUNTY-  IN/ADAMS
 LA0663  USGS QUAD   -  HOAGLAND (1994)
 LA0663
 LA0663                         *CURRENT SURVEY CONTROL
 LA0663  ___________________________________________________________________
 LA0663* NAD 83(1986)-  40 52 34.     (N)    084 57 18.     (W)     SCALED    
 LA0663* NAVD 88     -       240.84   (meters)     790.2    (feet)  RESET     
 LA0663  ___________________________________________________________________
 LA0663  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 LA0663
 LA0663  VERT ORDER  -  THIRD
 LA0663
 LA0663.The horizontal coordinates were scaled from a topographic map and have
 LA0663.an estimated accuracy of +/- 6 seconds.
 LA0663
 LA0663.The orthometric height was computed from unverified reset data.
 LA0663
 LA0663.The geoid height was determined by GEOID03.
 LA0663
 LA0663;                    North         East    Units  Estimated Accuracy
 LA0663;SPC IN E     -   625,040.      159,990.      MT  (+/- 180 meters Scaled)
 LA0663
 LA0663                          SUPERSEDED SURVEY CONTROL
 LA0663
 LA0663.No superseded survey control is available for this station.
 LA0663
 LA0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL723270(NAD 83)
 LA0663_MARKER: DB = BENCH MARK DISK
 LA0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0663_STAMPING: C 221 RESET 1955
 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             NGS
 LA0663
 LA0663                          STATION DESCRIPTION
 LA0663
 LA0663'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0853 ***********************************************************************
 LA0853  DESIGNATION -  C 222
 LA0853  PID         -  LA0853
 LA0853  STATE/COUNTY-  IN/ALLEN
 LA0853  USGS QUAD   -  POE (1994)
 LA0853
 LA0853                         *CURRENT SURVEY CONTROL
 LA0853  ___________________________________________________________________
 LA0853* NAD 83(1986)-  40 56 14.     (N)    085 05 09.     (W)     SCALED    
 LA0853* NAVD 88     -       237.044  (meters)     777.70   (feet)  ADJUSTED  
 LA0853  ___________________________________________________________________
 LA0853  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 LA0853  DYNAMIC HT  -         236.942 (meters)     777.37  (feet)  COMP
 LA0853  MODELED GRAV-     980,187.6   (mgal)                       NAVD 88
 LA0853
 LA0853  VERT ORDER  -  SECOND    CLASS 0
 LA0853
 LA0853.The horizontal coordinates were scaled from a topographic map and have
 LA0853.an estimated accuracy of +/- 6 seconds.
 LA0853
 LA0853.The orthometric height was determined by differential leveling
 LA0853.and adjusted by the National Geodetic Survey in June 1991..
 LA0853
 LA0853.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA0853
 LA0853  NGVD 29 (??/??/92)  237.19   (m)          778.2    (f) COMPUTED    2 0
 LA0853
 LA0853.Superseded values are not recommended for survey control.
 LA0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0853.See file dsdata.txt to determine how the superseded data were derived.
 LA0853
 LA0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL611335(NAD 83)
 LA0853_MARKER: DB = BENCH MARK DISK
 LA0853_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0853_SP_SET: ABUTMENT
 LA0853_STAMPING: C 222 1947
 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 = OCTOBER  6, 2006
 LA0854 ***********************************************************************
 LA0854  DESIGNATION -  C 222 RESET 1948
 LA0854  PID         -  LA0854
 LA0854  STATE/COUNTY-  IN/ALLEN
 LA0854  USGS QUAD   -  POE (1994)
 LA0854
 LA0854                         *CURRENT SURVEY CONTROL
 LA0854  ___________________________________________________________________
 LA0854* NAD 83(1986)-  40 56 14.     (N)    085 05 09.     (W)     SCALED    
 LA0854* NAVD 88     -       238.21   (meters)     781.5    (feet)  RESET     
 LA0854  ___________________________________________________________________
 LA0854  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 LA0854
 LA0854  VERT ORDER  -  THIRD
 LA0854
 LA0854.The horizontal coordinates were scaled from a topographic map and have
 LA0854.an estimated accuracy of +/- 6 seconds.
 LA0854
 LA0854.The orthometric height was computed from unverified reset data.
 LA0854.No vertical observational check was made to the station.
 LA0854
 LA0854.The geoid height was determined by GEOID03.
 LA0854
 LA0854;                    North         East    Units  Estimated Accuracy
 LA0854;SPC IN E     -   631,750.      148,910.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0854.See file dsdata.txt to determine how the superseded data were derived.
 LA0854
 LA0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL611335(NAD 83)
 LA0854_MARKER: DB = BENCH MARK DISK
 LA0854_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0854_SP_SET: SIDEWALK
 LA0854_STAMPING: C-222-RESET-1948
 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             NGS
 LA0854
 LA0854                          STATION DESCRIPTION
 LA0854
 LA0854'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0714 ***********************************************************************
 LA0714  DESIGNATION -  C 223
 LA0714  PID         -  LA0714
 LA0714  STATE/COUNTY-  IN/ALLEN
 LA0714  USGS QUAD   -  HOAGLAND (1994)
 LA0714
 LA0714                         *CURRENT SURVEY CONTROL
 LA0714  ___________________________________________________________________
 LA0714* NAD 83(1986)-  40 59 41.     (N)    084 55 17.     (W)     SCALED    
 LA0714* NAVD 88     -       242.231  (meters)     794.72   (feet)  ADJUSTED  
 LA0714  ___________________________________________________________________
 LA0714  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LA0714  DYNAMIC HT  -         242.130 (meters)     794.39  (feet)  COMP
 LA0714  MODELED GRAV-     980,202.8   (mgal)                       NAVD 88
 LA0714
 LA0714  VERT ORDER  -  SECOND    CLASS 0
 LA0714
 LA0714.The horizontal coordinates were scaled from a topographic map and have
 LA0714.an estimated accuracy of +/- 6 seconds.
 LA0714
 LA0714.The orthometric height was determined by differential leveling
 LA0714.and adjusted by the National Geodetic Survey in June 1991..
 LA0714
 LA0714.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0714.See file dsdata.txt to determine how the superseded data were derived.
 LA0714
 LA0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL748402(NAD 83)
 LA0714_MARKER: DB = BENCH MARK DISK
 LA0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0714_STAMPING: C 223 1947
 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 = OCTOBER  6, 2006
 LA0623 ***********************************************************************
 LA0623  DESIGNATION -  C 224
 LA0623  PID         -  LA0623
 LA0623  STATE/COUNTY-  IN/ADAMS
 LA0623  USGS QUAD   -  DECATUR (1992)
 LA0623
 LA0623                         *CURRENT SURVEY CONTROL
 LA0623  ___________________________________________________________________
 LA0623* NAD 83(1986)-  40 47 13.     (N)    084 56 15.     (W)     SCALED    
 LA0623* NAVD 88     -       247.468  (meters)     811.90   (feet)  ADJUSTED  
 LA0623  ___________________________________________________________________
 LA0623  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 LA0623  DYNAMIC HT  -         247.356 (meters)     811.53  (feet)  COMP
 LA0623  MODELED GRAV-     980,168.5   (mgal)                       NAVD 88
 LA0623
 LA0623  VERT ORDER  -  SECOND    CLASS 0
 LA0623
 LA0623.The horizontal coordinates were scaled from a topographic map and have
 LA0623.an estimated accuracy of +/- 6 seconds.
 LA0623
 LA0623.The orthometric height was determined by differential leveling
 LA0623.and adjusted by the National Geodetic Survey in June 1991..
 LA0623
 LA0623.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0623.See file dsdata.txt to determine how the superseded data were derived.
 LA0623
 LA0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL740171(NAD 83)
 LA0623_MARKER: DB = BENCH MARK DISK
 LA0623_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0623_SP_SET: ABUTMENT
 LA0623_STAMPING: C 224 1947
 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 = OCTOBER  6, 2006
 LA2563 ***********************************************************************
 LA2563  DESIGNATION -  C 225 RESET
 LA2563  PID         -  LA2563
 LA2563  STATE/COUNTY-  IN/WELLS
 LA2563  USGS QUAD   -  BLUFFTON (1988)
 LA2563
 LA2563                         *CURRENT SURVEY CONTROL
 LA2563  ___________________________________________________________________
 LA2563* NAD 83(1986)-  40 40 05.     (N)    085 09 23.     (W)     SCALED    
 LA2563* NAVD 88     -       258.04   (meters)     846.6    (feet)  RESET     
 LA2563  ___________________________________________________________________
 LA2563  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 LA2563
 LA2563  VERT ORDER  -  THIRD
 LA2563
 LA2563.The horizontal coordinates were scaled from a topographic map and have
 LA2563.an estimated accuracy of +/- 6 seconds.
 LA2563
 LA2563.The orthometric height was computed from unverified reset data.
 LA2563
 LA2563.The geoid height was determined by GEOID03.
 LA2563
 LA2563;                    North         East    Units  Estimated Accuracy
 LA2563;SPC IN E     -   601,820.      143,150.      MT  (+/- 180 meters Scaled)
 LA2563
 LA2563                          SUPERSEDED SURVEY CONTROL
 LA2563
 LA2563  NGVD 29 (04/16/04)  258.18   (m)          847.0    (f) RESET       3  
 LA2563
 LA2563.Superseded values are not recommended for survey control.
 LA2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2563.See file dsdata.txt to determine how the superseded data were derived.
 LA2563
 LA2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL558035(NAD 83)
 LA2563_MARKER: DV = VERTICAL CONTROL DISK
 LA2563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2563_SP_SET: CONCRETE POST
 LA2563_STAMPING: C 225 RESET 1993
 LA2563_MARK LOGO: NGS   
 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 = OCTOBER  6, 2006
 LA0643 ***********************************************************************
 LA0643  DESIGNATION -  C 226
 LA0643  PID         -  LA0643
 LA0643  STATE/COUNTY-  IN/ADAMS
 LA0643  USGS QUAD   -  GENEVA (1994)
 LA0643
 LA0643                         *CURRENT SURVEY CONTROL
 LA0643  ___________________________________________________________________
 LA0643* NAD 83(1986)-  40 35 31.     (N)    084 57 40.     (W)     SCALED    
 LA0643* NAVD 88     -       257.687  (meters)     845.43   (feet)  ADJUSTED  
 LA0643  ___________________________________________________________________
 LA0643  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 LA0643  DYNAMIC HT  -         257.563 (meters)     845.02  (feet)  COMP
 LA0643  MODELED GRAV-     980,139.6   (mgal)                       NAVD 88
 LA0643
 LA0643  VERT ORDER  -  SECOND    CLASS 0
 LA0643
 LA0643.The horizontal coordinates were scaled from a topographic map and have
 LA0643.an estimated accuracy of +/- 6 seconds.
 LA0643
 LA0643.The orthometric height was determined by differential leveling
 LA0643.and adjusted by the National Geodetic Survey in June 1991..
 LA0643
 LA0643.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0643.See file dsdata.txt to determine how the superseded data were derived.
 LA0643
 LA0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK725954(NAD 83)
 LA0643_MARKER: DB = BENCH MARK DISK
 LA0643_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0643_SP_SET: BUILDING
 LA0643_STAMPING: C 226 1947
 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 = OCTOBER  6, 2006
 LA0575 ***********************************************************************
 LA0575  DESIGNATION -  C 227
 LA0575  PID         -  LA0575
 LA0575  STATE/COUNTY-  IN/ADAMS
 LA0575  USGS QUAD   -  WILLSHIRE (1960)
 LA0575
 LA0575                         *CURRENT SURVEY CONTROL
 LA0575  ___________________________________________________________________
 LA0575* NAD 83(1986)-  40 39 37.     (N)    084 48 09.     (W)     SCALED    
 LA0575* NAVD 88     -       253.726  (meters)     832.43   (feet)  ADJUSTED  
 LA0575  ___________________________________________________________________
 LA0575  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 LA0575  DYNAMIC HT  -         253.609 (meters)     832.05  (feet)  COMP
 LA0575  MODELED GRAV-     980,153.5   (mgal)                       NAVD 88
 LA0575
 LA0575  VERT ORDER  -  SECOND    CLASS 0
 LA0575
 LA0575.The horizontal coordinates were scaled from a topographic map and have
 LA0575.an estimated accuracy of +/- 6 seconds.
 LA0575
 LA0575.The orthometric height was determined by differential leveling
 LA0575.and adjusted by the National Geodetic Survey in June 1991..
 LA0575
 LA0575.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0575.See file dsdata.txt to determine how the superseded data were derived.
 LA0575
 LA0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL857033(NAD 83)
 LA0575_MARKER: DB = BENCH MARK DISK
 LA0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0575_STAMPING: C 227 1947
 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 = OCTOBER  6, 2006
 LA0440 ***********************************************************************
 LA0440  DESIGNATION -  C 228
 LA0440  PID         -  LA0440
 LA0440  STATE/COUNTY-  IN/RANDOLPH
 LA0440  USGS QUAD   -  UNION CITY (1994)
 LA0440
 LA0440                         *CURRENT SURVEY CONTROL
 LA0440  ___________________________________________________________________
 LA0440* NAD 83(1986)-  40 09 04.     (N)    084 49 34.     (W)     SCALED    
 LA0440* NAVD 88     -       340.878  (meters)    1118.36   (feet)  ADJUSTED  
 LA0440  ___________________________________________________________________
 LA0440  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 LA0440  DYNAMIC HT  -         340.693 (meters)    1117.76  (feet)  COMP
 LA0440  MODELED GRAV-     980,075.8   (mgal)                       NAVD 88
 LA0440
 LA0440  VERT ORDER  -  SECOND    CLASS 0
 LA0440
 LA0440.The horizontal coordinates were scaled from a topographic map and have
 LA0440.an estimated accuracy of +/- 6 seconds.
 LA0440
 LA0440.The orthometric height was determined by differential leveling
 LA0440.and adjusted by the National Geodetic Survey in June 1991..
 LA0440
 LA0440.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0440.See file dsdata.txt to determine how the superseded data were derived.
 LA0440
 LA0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK851467(NAD 83)
 LA0440_MARKER: DB = BENCH MARK DISK
 LA0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0440_STAMPING: C 228 1947
 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 = OCTOBER  6, 2006
 LA0412 ***********************************************************************
 LA0412  DESIGNATION -  C 229
 LA0412  PID         -  LA0412
 LA0412  STATE/COUNTY-  IN/RANDOLPH
 LA0412  USGS QUAD   -  WINCHESTER (1994)
 LA0412
 LA0412                         *CURRENT SURVEY CONTROL
 LA0412  ___________________________________________________________________
 LA0412* NAD 83(1986)-  40 08 08.     (N)    084 59 22.     (W)     SCALED    
 LA0412* NAVD 88     -       347.582  (meters)    1140.36   (feet)  ADJUSTED  
 LA0412  ___________________________________________________________________
 LA0412  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 LA0412  DYNAMIC HT  -         347.391 (meters)    1139.73  (feet)  COMP
 LA0412  MODELED GRAV-     980,066.5   (mgal)                       NAVD 88
 LA0412
 LA0412  VERT ORDER  -  SECOND    CLASS 0
 LA0412
 LA0412.The horizontal coordinates were scaled from a topographic map and have
 LA0412.an estimated accuracy of +/- 6 seconds.
 LA0412
 LA0412.The orthometric height was determined by differential leveling
 LA0412.and adjusted by the National Geodetic Survey in June 1991..
 LA0412
 LA0412.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0412.See file dsdata.txt to determine how the superseded data were derived.
 LA0412
 LA0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK712447(NAD 83)
 LA0412_MARKER: DB = BENCH MARK DISK
 LA0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0412_STAMPING: C 229 1947
 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 = OCTOBER  6, 2006
 LA0787 ***********************************************************************
 LA0787  DESIGNATION -  C 23
 LA0787  PID         -  LA0787
 LA0787  STATE/COUNTY-  IN/ALLEN
 LA0787  USGS QUAD   -  OSSIAN (1981)
 LA0787
 LA0787                         *CURRENT SURVEY CONTROL
 LA0787  ___________________________________________________________________
 LA0787* NAD 83(1986)-  40 58 02.     (N)    085 10 05.     (W)     SCALED    
 LA0787* NAVD 88     -       243.219  (meters)     797.96   (feet)  ADJUSTED  
 LA0787  ___________________________________________________________________
 LA0787  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 LA0787  DYNAMIC HT  -         243.115 (meters)     797.62  (feet)  COMP
 LA0787  MODELED GRAV-     980,190.8   (mgal)                       NAVD 88
 LA0787
 LA0787  VERT ORDER  -  SECOND    CLASS 0
 LA0787
 LA0787.The horizontal coordinates were scaled from a topographic map and have
 LA0787.an estimated accuracy of +/- 6 seconds.
 LA0787
 LA0787.The orthometric height was determined by differential leveling
 LA0787.and adjusted by the National Geodetic Survey in June 1991..
 LA0787.WARNING-Repeat measurements at this control monument indicate possible
 LA0787.vertical movement.
 LA0787
 LA0787.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0787.See file dsdata.txt to determine how the superseded data were derived.
 LA0787
 LA0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL541367(NAD 83)
 LA0787_MARKER: DB = BENCH MARK DISK
 LA0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0787_STAMPING: C-23-1934
 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             NGS
 LA0787
 LA0787                          STATION DESCRIPTION
 LA0787
 LA0787'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0424 ***********************************************************************
 LA0424  DESIGNATION -  C 230
 LA0424  PID         -  LA0424
 LA0424  STATE/COUNTY-  IN/RANDOLPH
 LA0424  USGS QUAD   -  SPARTANBURG (1992)
 LA0424
 LA0424                         *CURRENT SURVEY CONTROL
 LA0424  ___________________________________________________________________
 LA0424* NAD 83(1986)-  40 03 53.     (N)    084 51 06.     (W)     SCALED    
 LA0424* NAVD 88     -       355.424  (meters)    1166.09   (feet)  ADJUSTED  
 LA0424  ___________________________________________________________________
 LA0424  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 LA0424  DYNAMIC HT  -         355.226 (meters)    1165.44  (feet)  COMP
 LA0424  MODELED GRAV-     980,060.5   (mgal)                       NAVD 88
 LA0424
 LA0424  VERT ORDER  -  SECOND    CLASS 0
 LA0424
 LA0424.The horizontal coordinates were scaled from a topographic map and have
 LA0424.an estimated accuracy of +/- 6 seconds.
 LA0424
 LA0424.The orthometric height was determined by differential leveling
 LA0424.and adjusted by the National Geodetic Survey in June 1991..
 LA0424
 LA0424.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0424.See file dsdata.txt to determine how the superseded data were derived.
 LA0424
 LA0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK832371(NAD 83)
 LA0424_MARKER: DB = BENCH MARK DISK
 LA0424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0424_SP_SET: ABUTMENT
 LA0424_STAMPING: C 230 1947
 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 = OCTOBER  6, 2006
 LA1095 ***********************************************************************
 LA1095  DESIGNATION -  C 231
 LA1095  PID         -  LA1095
 LA1095  STATE/COUNTY-  IN/JAY
 LA1095  USGS QUAD   -  BLAINE (1994)
 LA1095
 LA1095                         *CURRENT SURVEY CONTROL
 LA1095  ___________________________________________________________________
 LA1095* NAD 83(1986)-  40 23 49.     (N)    085 01 09.     (W)     SCALED    
 LA1095* NAVD 88     -       283.615  (meters)     930.49   (feet)  ADJUSTED  
 LA1095  ___________________________________________________________________
 LA1095  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 LA1095  DYNAMIC HT  -         283.472 (meters)     930.02  (feet)  COMP
 LA1095  MODELED GRAV-     980,115.0   (mgal)                       NAVD 88
 LA1095
 LA1095  VERT ORDER  -  SECOND    CLASS 0
 LA1095
 LA1095.The horizontal coordinates were scaled from a topographic map and have
 LA1095.an estimated accuracy of +/- 6 seconds.
 LA1095
 LA1095.The orthometric height was determined by differential leveling
 LA1095.and adjusted by the National Geodetic Survey in June 1991..
 LA1095
 LA1095.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1095.See file dsdata.txt to determine how the superseded data were derived.
 LA1095
 LA1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK681736(NAD 83)
 LA1095_MARKER: DB = BENCH MARK DISK
 LA1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1095_STAMPING: C 231 1947
 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 = OCTOBER  6, 2006
 LA0389 ***********************************************************************
 LA0389  DESIGNATION -  C 232
 LA0389  PID         -  LA0389
 LA0389  STATE/COUNTY-  IN/RANDOLPH
 LA0389  USGS QUAD   -  UNION CITY (1994)
 LA0389
 LA0389                         *CURRENT SURVEY CONTROL
 LA0389  ___________________________________________________________________
 LA0389* NAD 83(1986)-  40 12 20.     (N)    084 49 29.     (W)     SCALED    
 LA0389* NAVD 88     -       329.760  (meters)    1081.89   (feet)  ADJUSTED  
 LA0389  ___________________________________________________________________
 LA0389  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 LA0389  DYNAMIC HT  -         329.585 (meters)    1081.31  (feet)  COMP
 LA0389  MODELED GRAV-     980,087.5   (mgal)                       NAVD 88
 LA0389
 LA0389  VERT ORDER  -  SECOND    CLASS 0
 LA0389
 LA0389.The horizontal coordinates were scaled from a topographic map and have
 LA0389.an estimated accuracy of +/- 6 seconds.
 LA0389
 LA0389.The orthometric height was determined by differential leveling
 LA0389.and adjusted by the National Geodetic Survey in June 1991..
 LA0389
 LA0389.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0389.See file dsdata.txt to determine how the superseded data were derived.
 LA0389
 LA0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK851528(NAD 83)
 LA0389_MARKER: DB = BENCH MARK DISK
 LA0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0389_STAMPING: C 232 1947
 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 = OCTOBER  6, 2006
 LA0347 ***********************************************************************
 LA0347  DESIGNATION -  C 233
 LA0347  PID         -  LA0347
 LA0347  STATE/COUNTY-  IN/JAY
 LA0347  USGS QUAD   -  PORTLAND (1992)
 LA0347
 LA0347                         *CURRENT SURVEY CONTROL
 LA0347  ___________________________________________________________________
 LA0347* NAD 83(1986)-  40 24 22.     (N)    084 53 48.     (W)     SCALED    
 LA0347* NAVD 88     -       284.899  (meters)     934.71   (feet)  ADJUSTED  
 LA0347  ___________________________________________________________________
 LA0347  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 LA0347  DYNAMIC HT  -         284.758 (meters)     934.24  (feet)  COMP
 LA0347  MODELED GRAV-     980,122.9   (mgal)                       NAVD 88
 LA0347
 LA0347  VERT ORDER  -  SECOND    CLASS 0
 LA0347
 LA0347.The horizontal coordinates were scaled from a topographic map and have
 LA0347.an estimated accuracy of +/- 6 seconds.
 LA0347
 LA0347.The orthometric height was determined by differential leveling
 LA0347.and adjusted by the National Geodetic Survey in June 1991..
 LA0347
 LA0347.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0347.See file dsdata.txt to determine how the superseded data were derived.
 LA0347
 LA0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK784749(NAD 83)
 LA0347_MARKER: DB = BENCH MARK DISK
 LA0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0347_STAMPING: C 233 1947
 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 = OCTOBER  6, 2006
 LA1203 ***********************************************************************
 LA1203  DESIGNATION -  C 234
 LA1203  PID         -  LA1203
 LA1203  STATE/COUNTY-  IN/DELAWARE
 LA1203  USGS QUAD   -  EATON (1981)
 LA1203
 LA1203                         *CURRENT SURVEY CONTROL
 LA1203  ___________________________________________________________________
 LA1203* NAD 83(1986)-  40 20 05.     (N)    085 20 33.     (W)     SCALED    
 LA1203* NAVD 88     -       275.587  (meters)     904.15   (feet)  ADJUSTED  
 LA1203  ___________________________________________________________________
 LA1203  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 LA1203  DYNAMIC HT  -         275.444 (meters)     903.69  (feet)  COMP
 LA1203  MODELED GRAV-     980,101.2   (mgal)                       NAVD 88
 LA1203
 LA1203  VERT ORDER  -  SECOND    CLASS 0
 LA1203
 LA1203.The horizontal coordinates were scaled from a topographic map and have
 LA1203.an estimated accuracy of +/- 6 seconds.
 LA1203
 LA1203.The orthometric height was determined by differential leveling
 LA1203.and adjusted by the National Geodetic Survey in June 1991..
 LA1203
 LA1203.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1203.See file dsdata.txt to determine how the superseded data were derived.
 LA1203
 LA1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK407662(NAD 83)
 LA1203_MARKER: DB = BENCH MARK DISK
 LA1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1203_STAMPING: C 234 1947
 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 = OCTOBER  6, 2006
 JZ2371 ***********************************************************************
 JZ2371  DESIGNATION -  C 235
 JZ2371  PID         -  JZ2371
 JZ2371  STATE/COUNTY-  IN/MADISON
 JZ2371  USGS QUAD   -  INGALLS (1981)
 JZ2371
 JZ2371                         *CURRENT SURVEY CONTROL
 JZ2371  ___________________________________________________________________
 JZ2371* NAD 83(1986)-  39 56 41.     (N)    085 49 34.     (W)     SCALED    
 JZ2371* NAVD 88     -       260.877  (meters)     855.89   (feet)  ADJUSTED  
 JZ2371  ___________________________________________________________________
 JZ2371  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ2371  DYNAMIC HT  -         260.731 (meters)     855.41  (feet)  COMP
 JZ2371  MODELED GRAV-     980,062.3   (mgal)                       NAVD 88
 JZ2371
 JZ2371  VERT ORDER  -  FIRST     CLASS II
 JZ2371
 JZ2371.The horizontal coordinates were scaled from a topographic map and have
 JZ2371.an estimated accuracy of +/- 6 seconds.
 JZ2371
 JZ2371.The orthometric height was determined by differential leveling
 JZ2371.and adjusted by the National Geodetic Survey in June 1991..
 JZ2371
 JZ2371.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2371.See file dsdata.txt to determine how the superseded data were derived.
 JZ2371
 JZ2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK002222(NAD 83)
 JZ2371_MARKER: DB = BENCH MARK DISK
 JZ2371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2371_SP_SET: CULVERT
 JZ2371_STAMPING: C 235 1947
 JZ2371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2371
 JZ2371  HISTORY     - Date     Condition        Report By
 JZ2371  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1576 ***********************************************************************
 LA1576  DESIGNATION -  C 236
 LA1576  PID         -  LA1576
 LA1576  STATE/COUNTY-  IN/MADISON
 LA1576  USGS QUAD   -  LAPEL (1994)
 LA1576
 LA1576                         *CURRENT SURVEY CONTROL
 LA1576  ___________________________________________________________________
 LA1576* NAD 83(1986)-  40 02 44.     (N)    085 50 36.     (W)     SCALED    
 LA1576* NAVD 88     -       264.321  (meters)     867.19   (feet)  ADJUSTED  
 LA1576  ___________________________________________________________________
 LA1576  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 LA1576  DYNAMIC HT  -         264.177 (meters)     866.72  (feet)  COMP
 LA1576  MODELED GRAV-     980,073.5   (mgal)                       NAVD 88
 LA1576
 LA1576  VERT ORDER  -  SECOND    CLASS 0
 LA1576
 LA1576.The horizontal coordinates were scaled from a topographic map and have
 LA1576.an estimated accuracy of +/- 6 seconds.
 LA1576
 LA1576.The orthometric height was determined by differential leveling
 LA1576.and adjusted by the National Geodetic Survey in June 1991..
 LA1576
 LA1576.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1576.See file dsdata.txt to determine how the superseded data were derived.
 LA1576
 LA1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK986334(NAD 83)
 LA1576_MARKER: DB = BENCH MARK DISK
 LA1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1576_STAMPING: C 236 1947
 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 = OCTOBER  6, 2006
 KA0268 ***********************************************************************
 KA0268  DESIGNATION -  C 237
 KA0268  PID         -  KA0268
 KA0268  STATE/COUNTY-  IN/MARION
 KA0268  USGS QUAD   -  FISHERS (1988)
 KA0268
 KA0268                         *CURRENT SURVEY CONTROL
 KA0268  ___________________________________________________________________
 KA0268* NAD 83(1986)-  39 54 45.     (N)    086 07 02.     (W)     SCALED    
 KA0268* NAVD 88     -       228.794  (meters)     750.63   (feet)  ADJUSTED  
 KA0268  ___________________________________________________________________
 KA0268  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KA0268  DYNAMIC HT  -         228.668 (meters)     750.22  (feet)  COMP
 KA0268  MODELED GRAV-     980,069.0   (mgal)                       NAVD 88
 KA0268
 KA0268  VERT ORDER  -  SECOND    CLASS 0
 KA0268
 KA0268.The horizontal coordinates were scaled from a topographic map and have
 KA0268.an estimated accuracy of +/- 6 seconds.
 KA0268
 KA0268.The orthometric height was determined by differential leveling
 KA0268.and adjusted by the National Geodetic Survey in June 1991..
 KA0268
 KA0268.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0268.See file dsdata.txt to determine how the superseded data were derived.
 KA0268
 KA0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK754184(NAD 83)
 KA0268_MARKER: DB = BENCH MARK DISK
 KA0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0268_STAMPING: C 237 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2467 ***********************************************************************
 JZ2467  DESIGNATION -  C 238
 JZ2467  PID         -  JZ2467
 JZ2467  STATE/COUNTY-  IN/HANCOCK
 JZ2467  USGS QUAD   -  CUMBERLAND (1988)
 JZ2467
 JZ2467                         *CURRENT SURVEY CONTROL
 JZ2467  ___________________________________________________________________
 JZ2467* NAD 83(1986)-  39 46 35.     (N)    085 57 07.     (W)     SCALED    
 JZ2467* NAVD 88     -       255.401  (meters)     837.93   (feet)  ADJUSTED  
 JZ2467  ___________________________________________________________________
 JZ2467  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JZ2467  DYNAMIC HT  -         255.255 (meters)     837.45  (feet)  COMP
 JZ2467  MODELED GRAV-     980,048.0   (mgal)                       NAVD 88
 JZ2467
 JZ2467  VERT ORDER  -  SECOND    CLASS 0
 JZ2467
 JZ2467.The horizontal coordinates were scaled from a topographic map and have
 JZ2467.an estimated accuracy of +/- 6 seconds.
 JZ2467
 JZ2467.The orthometric height was determined by differential leveling
 JZ2467.and adjusted by the National Geodetic Survey in June 1991..
 JZ2467
 JZ2467.The geoid height was determined by GEOID03.
 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     -   502,730.       75,560.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2467.See file dsdata.txt to determine how the superseded data were derived.
 JZ2467
 JZ2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK897034(NAD 83)
 JZ2467_MARKER: DB = BENCH MARK DISK
 JZ2467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2467_SP_SET: CULVERT
 JZ2467_STAMPING: C 238 1947
 JZ2467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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.
 JZ2467'N 39 46.589, W 85 57.146 (CONSUMER-GRADE GPS)
 JZ2467' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2572 ***********************************************************************
 JZ2572  DESIGNATION -  C 239 RESET 1973
 JZ2572  PID         -  JZ2572
 JZ2572  STATE/COUNTY-  IN/SHELBY
 JZ2572  USGS QUAD   -  ACTON (1981)
 JZ2572
 JZ2572                         *CURRENT SURVEY CONTROL
 JZ2572  ___________________________________________________________________
 JZ2572* NAD 83(1986)-  39 41 38.     (N)    085 52 37.     (W)     SCALED    
 JZ2572* NAVD 88     -       242.99   (meters)     797.2    (feet)  RESET     
 JZ2572  ___________________________________________________________________
 JZ2572  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JZ2572
 JZ2572  VERT ORDER  -  THIRD
 JZ2572
 JZ2572.The horizontal coordinates were scaled from a topographic map and have
 JZ2572.an estimated accuracy of +/- 6 seconds.
 JZ2572
 JZ2572.The orthometric height was computed from unverified reset data.
 JZ2572
 JZ2572.The geoid height was determined by GEOID03.
 JZ2572
 JZ2572;                    North         East    Units  Estimated Accuracy
 JZ2572;SPC IN E     -   493,550.       81,960.      MT  (+/- 180 meters Scaled)
 JZ2572
 JZ2572                          SUPERSEDED SURVEY CONTROL
 JZ2572
 JZ2572.No superseded survey control is available for this station.
 JZ2572
 JZ2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ962943(NAD 83)
 JZ2572_MARKER: DB = BENCH MARK DISK
 JZ2572_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2572_SP_SET: BRIDGE
 JZ2572_STAMPING: C 239 RESET 1973
 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 = OCTOBER  6, 2006
 JZ2550 ***********************************************************************
 JZ2550  DESIGNATION -  C 240
 JZ2550  PID         -  JZ2550
 JZ2550  STATE/COUNTY-  IN/SHELBY
 JZ2550  USGS QUAD   -  MORRISTOWN (1956)
 JZ2550
 JZ2550                         *CURRENT SURVEY CONTROL
 JZ2550  ___________________________________________________________________
 JZ2550* NAD 83(1986)-  39 39 30.     (N)    085 41 13.     (W)     SCALED    
 JZ2550* NAVD 88     -       270.041  (meters)     885.96   (feet)  ADJUSTED  
 JZ2550  ___________________________________________________________________
 JZ2550  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ2550  DYNAMIC HT  -         269.883 (meters)     885.44  (feet)  COMP
 JZ2550  MODELED GRAV-     980,036.3   (mgal)                       NAVD 88
 JZ2550
 JZ2550  VERT ORDER  -  SECOND    CLASS 0
 JZ2550
 JZ2550.The horizontal coordinates were scaled from a topographic map and have
 JZ2550.an estimated accuracy of +/- 6 seconds.
 JZ2550
 JZ2550.The orthometric height was determined by differential leveling
 JZ2550.and adjusted by the National Geodetic Survey in June 1991..
 JZ2550
 JZ2550.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2550.See file dsdata.txt to determine how the superseded data were derived.
 JZ2550
 JZ2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ126906(NAD 83)
 JZ2550_MARKER: DB = BENCH MARK DISK
 JZ2550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2550_STAMPING: C 240 1947
 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 = OCTOBER  6, 2006
 JZ2490 ***********************************************************************
 JZ2490  DESIGNATION -  C 241
 JZ2490  PID         -  JZ2490
 JZ2490  STATE/COUNTY-  IN/HANCOCK
 JZ2490  USGS QUAD   -  GREENFIELD (1983)
 JZ2490
 JZ2490                         *CURRENT SURVEY CONTROL
 JZ2490  ___________________________________________________________________
 JZ2490* NAD 83(1986)-  39 47 54.     (N)    085 50 24.     (W)     SCALED    
 JZ2490* NAVD 88     -       258.033  (meters)     846.56   (feet)  ADJUSTED  
 JZ2490  ___________________________________________________________________
 JZ2490  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ2490  DYNAMIC HT  -         257.885 (meters)     846.08  (feet)  COMP
 JZ2490  MODELED GRAV-     980,046.7   (mgal)                       NAVD 88
 JZ2490
 JZ2490  VERT ORDER  -  SECOND    CLASS 0
 JZ2490
 JZ2490.The horizontal coordinates were scaled from a topographic map and have
 JZ2490.an estimated accuracy of +/- 6 seconds.
 JZ2490
 JZ2490.The orthometric height was determined by differential leveling
 JZ2490.and adjusted by the National Geodetic Survey in June 1991..
 JZ2490
 JZ2490.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2490.See file dsdata.txt to determine how the superseded data were derived.
 JZ2490
 JZ2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK993060(NAD 83)
 JZ2490_MARKER: DB = BENCH MARK DISK
 JZ2490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2490_STAMPING: C 241 1947
 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 = OCTOBER  6, 2006
 JZ2533 ***********************************************************************
 JZ2533  DESIGNATION -  C 242
 JZ2533  PID         -  JZ2533
 JZ2533  STATE/COUNTY-  IN/HANCOCK
 JZ2533  USGS QUAD   -  CLEVELAND (1981)
 JZ2533
 JZ2533                         *CURRENT SURVEY CONTROL
 JZ2533  ___________________________________________________________________
 JZ2533* NAD 83(1986)-  39 52 18.     (N)    085 41 26.     (W)     SCALED    
 JZ2533* NAVD 88     -       283.303  (meters)     929.47   (feet)  ADJUSTED  
 JZ2533  ___________________________________________________________________
 JZ2533  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JZ2533  DYNAMIC HT  -         283.142 (meters)     928.94  (feet)  COMP
 JZ2533  MODELED GRAV-     980,051.0   (mgal)                       NAVD 88
 JZ2533
 JZ2533  VERT ORDER  -  SECOND    CLASS 0
 JZ2533
 JZ2533.The horizontal coordinates were scaled from a topographic map and have
 JZ2533.an estimated accuracy of +/- 6 seconds.
 JZ2533
 JZ2533.The orthometric height was determined by differential leveling
 JZ2533.and adjusted by the National Geodetic Survey in June 1991..
 JZ2533
 JZ2533.The geoid height was determined by GEOID03.
 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     -   513,270.       97,960.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2533.See file dsdata.txt to determine how the superseded data were derived.
 JZ2533
 JZ2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK119143(NAD 83)
 JZ2533_MARKER: DB = BENCH MARK DISK
 JZ2533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2533_STAMPING: C 242 1947
 JZ2533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2533+STABILITY: SURFACE MOTION
 JZ2533
 JZ2533  HISTORY     - Date     Condition        Report By
 JZ2533  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0194 ***********************************************************************
 KA0194  DESIGNATION -  C 243
 KA0194  PID         -  KA0194
 KA0194  STATE/COUNTY-  IN/MARION
 KA0194  USGS QUAD   -  INDIANAPOLIS EAST (1980)
 KA0194
 KA0194                         *CURRENT SURVEY CONTROL
 KA0194  ___________________________________________________________________
 KA0194* NAD 83(1986)-  39 46 24.     (N)    086 01 16.     (W)     SCALED    
 KA0194* NAVD 88     -       257.363  (meters)     844.37   (feet)  POSTED    
 KA0194  ___________________________________________________________________
 KA0194  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KA0194  DYNAMIC HT  -         257.220 (meters)     843.90  (feet)  COMP
 KA0194  MODELED GRAV-     980,052.2   (mgal)                       NAVD 88
 KA0194
 KA0194  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KA0194
 KA0194.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KA0194.rate of 3.1 thru 4.0 mm/km.
 KA0194
 KA0194.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0194.See file dsdata.txt to determine how the superseded data were derived.
 KA0194
 KA0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK838030(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2529 ***********************************************************************
 JZ2529  DESIGNATION -  C 244
 JZ2529  PID         -  JZ2529
 JZ2529  STATE/COUNTY-  IN/HENRY
 JZ2529  USGS QUAD   -  KNIGHTSTOWN (1981)
 JZ2529
 JZ2529                         *CURRENT SURVEY CONTROL
 JZ2529  ___________________________________________________________________
 JZ2529* NAD 83(1986)-  39 47 36.     (N)    085 33 37.     (W)     SCALED    
 JZ2529* NAVD 88     -       297.249  (meters)     975.22   (feet)  ADJUSTED  
 JZ2529  ___________________________________________________________________
 JZ2529  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JZ2529  DYNAMIC HT  -         297.079 (meters)     974.67  (feet)  COMP
 JZ2529  MODELED GRAV-     980,047.3   (mgal)                       NAVD 88
 JZ2529
 JZ2529  VERT ORDER  -  SECOND    CLASS 0
 JZ2529
 JZ2529.The horizontal coordinates were scaled from a topographic map and have
 JZ2529.an estimated accuracy of +/- 6 seconds.
 JZ2529
 JZ2529.The orthometric height was determined by differential leveling
 JZ2529.and adjusted by the National Geodetic Survey in June 1991..
 JZ2529
 JZ2529.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2529.See file dsdata.txt to determine how the superseded data were derived.
 JZ2529
 JZ2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK232058(NAD 83)
 JZ2529_MARKER: DB = BENCH MARK DISK
 JZ2529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2529_STAMPING: C 244 1947
 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 = OCTOBER  6, 2006
 JZ2606 ***********************************************************************
 JZ2606  DESIGNATION -  C 245
 JZ2606  PID         -  JZ2606
 JZ2606  STATE/COUNTY-  IN/SHELBY
 JZ2606  USGS QUAD   -  FOUNTAINTOWN (1952)
 JZ2606
 JZ2606                         *CURRENT SURVEY CONTROL
 JZ2606  ___________________________________________________________________
 JZ2606* NAD 83(1986)-  39 39 16.     (N)    085 49 19.     (W)     SCALED    
 JZ2606* NAVD 88     -       248.638  (meters)     815.74   (feet)  ADJUSTED  
 JZ2606  ___________________________________________________________________
 JZ2606  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JZ2606  DYNAMIC HT  -         248.494 (meters)     815.27  (feet)  COMP
 JZ2606  MODELED GRAV-     980,043.8   (mgal)                       NAVD 88
 JZ2606
 JZ2606  VERT ORDER  -  SECOND    CLASS 0
 JZ2606
 JZ2606.The horizontal coordinates were scaled from a topographic map and have
 JZ2606.an estimated accuracy of +/- 6 seconds.
 JZ2606
 JZ2606.The orthometric height was determined by differential leveling
 JZ2606.and adjusted by the National Geodetic Survey in June 1991..
 JZ2606
 JZ2606.The geoid height was determined by GEOID03.
 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     -   489,160.       86,670.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2606.See file dsdata.txt to determine how the superseded data were derived.
 JZ2606
 JZ2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ010900(NAD 83)
 JZ2606_MARKER: DB = BENCH MARK DISK
 JZ2606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2606_STAMPING: C 245 1947
 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 = OCTOBER  6, 2006
 LA0244 ***********************************************************************
 LA0244  CBN         -  This is a Cooperative Base Network Control Station.
 LA0244  DESIGNATION -  C 246
 LA0244  PID         -  LA0244
 LA0244  STATE/COUNTY-  IN/RANDOLPH
 LA0244  USGS QUAD   -  WINCHESTER (1994)
 LA0244
 LA0244                         *CURRENT SURVEY CONTROL
 LA0244  ___________________________________________________________________
 LA0244* NAD 83(1997)-  40 10 18.25138(N)    084 55 16.55627(W)     ADJUSTED  
 LA0244* NAVD 88     -       339.453  (meters)    1113.69   (feet)  ADJUSTED  
 LA0244  ___________________________________________________________________
 LA0244  X           -     432,058.697 (meters)                     COMP
 LA0244  Y           -  -4,861,500.720 (meters)                     COMP
 LA0244  Z           -   4,092,772.269 (meters)                     COMP
 LA0244  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 LA0244  ELLIP HEIGHT-         306.01  (meters)          (04/10/98) GPS OBS
 LA0244  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 LA0244  DYNAMIC HT  -         339.272 (meters)    1113.09  (feet)  COMP
 LA0244  MODELED GRAV-     980,082.6   (mgal)                       NAVD 88
 LA0244
 LA0244  HORZ ORDER  -  B
 LA0244  VERT ORDER  -  SECOND    CLASS 0
 LA0244  ELLP ORDER  -  FOURTH    CLASS I
 LA0244
 LA0244.The horizontal coordinates were established by GPS observations
 LA0244.and adjusted by the National Geodetic Survey in April 1998..
 LA0244
 LA0244.The orthometric height was determined by differential leveling
 LA0244.and adjusted by the National Geodetic Survey in June 1991..
 LA0244
 LA0244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA0244
 LA0244.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA0244
 LA0244.The ellipsoidal height was determined by GPS observations
 LA0244.and is referenced to NAD 83.
 LA0244
 LA0244.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 LA0244;SPC IN E     -   546,852.410   163,491.109   MT  1.00001627   +0 28 51.1
 LA0244;SPC IN E     - 1,794,131.62    536,387.08   sFT  1.00001627   +0 28 51.1
 LA0244;UTM  16      - 4,448,890.342   677,001.417   MT  0.99998568   +1 20 28.7
 LA0244
 LA0244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0244!SPC IN E     -   0.99995200  x   1.00001627  =   0.99996827
 LA0244!UTM  16      -   0.99995200  x   0.99998568  =   0.99993768
 LA0244
 LA0244|---------------------------------------------------------------------|
 LA0244| PID    Reference Object                     Distance      Geod. Az  |
 LA0244|                                                           dddmmss.s |
 LA0244| LA2457 RANPORT                             134.647 METERS 16129     |
 LA0244|---------------------------------------------------------------------|
 LA0244
 LA0244                          SUPERSEDED SURVEY CONTROL
 LA0244
 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 (04/10/98)  339.45   (m)         1113.7    (f) LEVELING    3  
 LA0244  NGVD 29 (??/??/92)  339.596  (m)         1114.16   (f) ADJ UNCH    2 0
 LA0244
 LA0244.Superseded values are not recommended for survey control.
 LA0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0244.See file dsdata.txt to determine how the superseded data were derived.
 LA0244
 LA0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7700148890(NAD 83)
 LA0244_MARKER: DB = BENCH MARK DISK
 LA0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0244_SP_SET: CONCRETE POST
 LA0244_STAMPING: C 246 1946
 LA0244_MARK LOGO: CGS   
 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 - August 13, 1997
 LA0244
 LA0244  HISTORY     - Date     Condition        Report By
 LA0244  HISTORY     - 1946     MONUMENTED       CGS
 LA0244  HISTORY     - 19880509 POOR             NGS
 LA0244  HISTORY     - 19970813 GOOD             SEC
 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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1122 ***********************************************************************
 LA1122  DESIGNATION -  C 247
 LA1122  PID         -  LA1122
 LA1122  STATE/COUNTY-  IN/HENRY
 LA1122  USGS QUAD   -  MOUNT PLEASANT (1988)
 LA1122
 LA1122                         *CURRENT SURVEY CONTROL
 LA1122  ___________________________________________________________________
 LA1122* NAD 83(1986)-  40 02 50.     (N)    085 19 30.     (W)     SCALED    
 LA1122* NAVD 88     -       315.639  (meters)    1035.56   (feet)  ADJUSTED  
 LA1122  ___________________________________________________________________
 LA1122  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 LA1122  DYNAMIC HT  -         315.467 (meters)    1034.99  (feet)  COMP
 LA1122  MODELED GRAV-     980,071.2   (mgal)                       NAVD 88
 LA1122
 LA1122  VERT ORDER  -  SECOND    CLASS 0
 LA1122
 LA1122.The horizontal coordinates were scaled from a topographic map and have
 LA1122.an estimated accuracy of +/- 6 seconds.
 LA1122
 LA1122.The orthometric height was determined by differential leveling
 LA1122.and adjusted by the National Geodetic Survey in June 1991..
 LA1122
 LA1122.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1122.See file dsdata.txt to determine how the superseded data were derived.
 LA1122
 LA1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK428343(NAD 83)
 LA1122_MARKER: DB = BENCH MARK DISK
 LA1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1122_STAMPING: C 247 1947
 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 = OCTOBER  6, 2006
 LA1261 ***********************************************************************
 LA1261  DESIGNATION -  C 248
 LA1261  PID         -  LA1261
 LA1261  STATE/COUNTY-  IN/DELAWARE
 LA1261  USGS QUAD   -  SULPHUR SPRINGS (1994)
 LA1261
 LA1261                         *CURRENT SURVEY CONTROL
 LA1261  ___________________________________________________________________
 LA1261* NAD 83(1986)-  40 07 14.     (N)    085 29 58.     (W)     SCALED    
 LA1261* NAVD 88     -       289.785  (meters)     950.74   (feet)  ADJUSTED  
 LA1261  ___________________________________________________________________
 LA1261  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 LA1261  DYNAMIC HT  -         289.630 (meters)     950.23  (feet)  COMP
 LA1261  MODELED GRAV-     980,083.0   (mgal)                       NAVD 88
 LA1261
 LA1261  VERT ORDER  -  SECOND    CLASS 0
 LA1261
 LA1261.The horizontal coordinates were scaled from a topographic map and have
 LA1261.an estimated accuracy of +/- 6 seconds.
 LA1261
 LA1261.The orthometric height was determined by differential leveling
 LA1261.and adjusted by the National Geodetic Survey in June 1991..
 LA1261
 LA1261.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1261.See file dsdata.txt to determine how the superseded data were derived.
 LA1261
 LA1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK278422(NAD 83)
 LA1261_MARKER: DB = BENCH MARK DISK
 LA1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1261_STAMPING: C 248 1947
 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 = OCTOBER  6, 2006
 JZ1710 ***********************************************************************
 JZ1710  DESIGNATION -  C 249
 JZ1710  PID         -  JZ1710
 JZ1710  STATE/COUNTY-  IN/HENRY
 JZ1710  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ1710
 JZ1710                         *CURRENT SURVEY CONTROL
 JZ1710  ___________________________________________________________________
 JZ1710* NAD 83(1986)-  39 57 39.     (N)    085 15 01.     (W)     SCALED    
 JZ1710* NAVD 88     -       346.596  (meters)    1137.12   (feet)  ADJUSTED  
 JZ1710  ___________________________________________________________________
 JZ1710  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JZ1710  DYNAMIC HT  -         346.400 (meters)    1136.48  (feet)  COMP
 JZ1710  MODELED GRAV-     980,051.4   (mgal)                       NAVD 88
 JZ1710
 JZ1710  VERT ORDER  -  SECOND    CLASS 0
 JZ1710
 JZ1710.The horizontal coordinates were scaled from a topographic map and have
 JZ1710.an estimated accuracy of +/- 6 seconds.
 JZ1710
 JZ1710.The orthometric height was determined by differential leveling
 JZ1710.and adjusted by the National Geodetic Survey in June 1991..
 JZ1710
 JZ1710.The geoid height was determined by GEOID03.
 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     -   523,250.      135,580.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1710.See file dsdata.txt to determine how the superseded data were derived.
 JZ1710
 JZ1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK494248(NAD 83)
 JZ1710_MARKER: DB = BENCH MARK DISK
 JZ1710_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1710_SP_SET: BRIDGE
 JZ1710_STAMPING: C 249 1947
 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 = OCTOBER  6, 2006
 ME0308 ***********************************************************************
 ME0308  DESIGNATION -  C 25
 ME0308  PID         -  ME0308
 ME0308  STATE/COUNTY-  IN/MARSHALL
 ME0308  USGS QUAD   -  PLYMOUTH (1980)
 ME0308
 ME0308                         *CURRENT SURVEY CONTROL
 ME0308  ___________________________________________________________________
 ME0308* NAD 83(1986)-  41 17 38.     (N)    086 21 44.     (W)     SCALED    
 ME0308* NAVD 88     -       246.252  (meters)     807.91   (feet)  ADJUSTED  
 ME0308  ___________________________________________________________________
 ME0308  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 ME0308  DYNAMIC HT  -         246.149 (meters)     807.57  (feet)  COMP
 ME0308  MODELED GRAV-     980,198.7   (mgal)                       NAVD 88
 ME0308
 ME0308  VERT ORDER  -  SECOND    CLASS 0
 ME0308
 ME0308.The horizontal coordinates were scaled from a topographic map and have
 ME0308.an estimated accuracy of +/- 6 seconds.
 ME0308
 ME0308.The orthometric height was determined by differential leveling
 ME0308.and adjusted by the National Geodetic Survey in June 1991..
 ME0308
 ME0308.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0308.See file dsdata.txt to determine how the superseded data were derived.
 ME0308
 ME0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL533715(NAD 83)
 ME0308_MARKER: DB = BENCH MARK DISK
 ME0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0308_STAMPING: C 25 1934
 ME0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0308+STABILITY: SURFACE MOTION
 ME0308
 ME0308  HISTORY     - Date     Condition        Report By
 ME0308  HISTORY     - 1934     MONUMENTED       CGS
 ME0308  HISTORY     - 1946     GOOD             NGS
 ME0308  HISTORY     - 1984     GOOD             USPSQD
 ME0308  HISTORY     - 1988     GOOD             USPSQD
 ME0308
 ME0308                          STATION DESCRIPTION
 ME0308
 ME0308'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1010 ***********************************************************************
 LA1010  DESIGNATION -  C 250
 LA1010  PID         -  LA1010
 LA1010  STATE/COUNTY-  IN/DELAWARE
 LA1010  USGS QUAD   -  MUNCIE EAST (1984)
 LA1010
 LA1010                         *CURRENT SURVEY CONTROL
 LA1010  ___________________________________________________________________
 LA1010* NAD 83(1986)-  40 09 16.     (N)    085 18 49.     (W)     SCALED    
 LA1010* NAVD 88     -       301.738  (meters)     989.95   (feet)  ADJUSTED  
 LA1010  ___________________________________________________________________
 LA1010  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 LA1010  DYNAMIC HT  -         301.576 (meters)     989.42  (feet)  COMP
 LA1010  MODELED GRAV-     980,080.5   (mgal)                       NAVD 88
 LA1010
 LA1010  VERT ORDER  -  SECOND    CLASS 0
 LA1010
 LA1010.The horizontal coordinates were scaled from a topographic map and have
 LA1010.an estimated accuracy of +/- 6 seconds.
 LA1010
 LA1010.The orthometric height was determined by differential leveling
 LA1010.and adjusted by the National Geodetic Survey in June 1991..
 LA1010
 LA1010.The geoid height was determined by GEOID03.
 LA1010
 LA1010.The dynamic height is computed by dividing the NAVD 88
 LA1010.geopotential number by the normal gravity value computed on the
 LA1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1010.degrees latitude (g = 980.6199 gals.).
 LA1010
 LA1010.The modeled gravity was interpolated from observed gravity values.
 LA1010
 LA1010;                    North         East    Units  Estimated Accuracy
 LA1010;SPC IN E     -   544,730.      130,080.      MT  (+/- 180 meters Scaled)
 LA1010
 LA1010                          SUPERSEDED SURVEY CONTROL
 LA1010
 LA1010  NGVD 29 (??/??/92)  301.873  (m)          990.39   (f) ADJ UNCH    2 0
 LA1010
 LA1010.Superseded values are not recommended for survey control.
 LA1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1010.See file dsdata.txt to determine how the superseded data were derived.
 LA1010
 LA1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK436462(NAD 83)
 LA1010_MARKER: DB = BENCH MARK DISK
 LA1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1010_STAMPING: C 250 1947
 LA1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1010+STABILITY: SURFACE MOTION
 LA1010
 LA1010  HISTORY     - Date     Condition        Report By
 LA1010  HISTORY     - 1947     MONUMENTED       CGS
 LA1010  HISTORY     - 20021112 POOR             BEAM
 LA1010
 LA1010                          STATION DESCRIPTION
 LA1010
 LA1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1010'5 MI SW FROM SELMA.
 LA1010'ABOUT 2.15 MILES WEST ALONG STATE HIGHWAY 32 FROM THE SCHOOL
 LA1010'AT SELMA, THENCE ABOUT 2.05 MILES SOUTH ALONG A BLACK TOP ROAD,
 LA1010'THENCE ABOUT 0.15 MILE WEST AND 0.6 MILE SOUTH ALONG A BLACK
 LA1010'TOP ROAD, AT THE EAST SIDE OF THE REESE AIRPORT, 18 FEET WEST
 LA1010'OF THE CENTER LINE OF THE GRAVEL ROAD, 36.5 FEET EAST OF THE
 LA1010'SOUTHEAST CORNER OF THE OFFICE AND HANGAR BUILDING, IN LINE
 LA1010'WITH THE SOUTH WALL OF THE HANGAR, 86 FEET SOUTH OF THE SOUTH
 LA1010'GATE POST OF THE AIRPORT ENTRANCE GATE, 20 FEET NORTH OF
 LA1010'TELEPHONE POLE NO. 3, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 LA1010'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 LA1010'POST PROJECTING 5 INCHES.
 LA1010
 LA1010                          STATION RECOVERY (2002)
 LA1010
 LA1010'RECOVERY NOTE BY BEAM LONGEST AND NEFF INCORPORATED 2002 (JMB)
 LA1010'MARK FOUND AS DESCRIBED. TABLET HAS BEEN STRUCK AND IS SLIGHTLY
 LA1010'DEFORMED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1703 ***********************************************************************
 JZ1703  DESIGNATION -  C 251
 JZ1703  PID         -  JZ1703
 JZ1703  STATE/COUNTY-  IN/HENRY
 JZ1703  USGS QUAD   -  NEW CASTLE WEST (1981)
 JZ1703
 JZ1703                         *CURRENT SURVEY CONTROL
 JZ1703  ___________________________________________________________________
 JZ1703* NAD 83(1986)-  39 57 39.     (N)    085 23 26.     (W)     SCALED    
 JZ1703* NAVD 88     -       327.608  (meters)    1074.83   (feet)  ADJUSTED  
 JZ1703  ___________________________________________________________________
 JZ1703  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JZ1703  DYNAMIC HT  -         327.427 (meters)    1074.23  (feet)  COMP
 JZ1703  MODELED GRAV-     980,064.6   (mgal)                       NAVD 88
 JZ1703
 JZ1703  VERT ORDER  -  SECOND    CLASS 0
 JZ1703
 JZ1703.The horizontal coordinates were scaled from a topographic map and have
 JZ1703.an estimated accuracy of +/- 6 seconds.
 JZ1703
 JZ1703.The orthometric height was determined by differential leveling
 JZ1703.and adjusted by the National Geodetic Survey in June 1991..
 JZ1703
 JZ1703.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1703.See file dsdata.txt to determine how the superseded data were derived.
 JZ1703
 JZ1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK374246(NAD 83)
 JZ1703_MARKER: DB = BENCH MARK DISK
 JZ1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1703_STAMPING: C 251 1947
 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 = OCTOBER  6, 2006
 JZ1624 ***********************************************************************
 JZ1624  DESIGNATION -  C 252
 JZ1624  PID         -  JZ1624
 JZ1624  STATE/COUNTY-  IN/RUSH
 JZ1624  USGS QUAD   -  MAYS (1988)
 JZ1624
 JZ1624                         *CURRENT SURVEY CONTROL
 JZ1624  ___________________________________________________________________
 JZ1624* NAD 83(1986)-  39 40 12.     (N)    085 26 42.     (W)     SCALED    
 JZ1624* NAVD 88     -       301.249  (meters)     988.35   (feet)  ADJUSTED  
 JZ1624  ___________________________________________________________________
 JZ1624  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ1624  DYNAMIC HT  -         301.071 (meters)     987.76  (feet)  COMP
 JZ1624  MODELED GRAV-     980,028.9   (mgal)                       NAVD 88
 JZ1624
 JZ1624  VERT ORDER  -  SECOND    CLASS 0
 JZ1624
 JZ1624.The horizontal coordinates were scaled from a topographic map and have
 JZ1624.an estimated accuracy of +/- 6 seconds.
 JZ1624
 JZ1624.The orthometric height was determined by differential leveling
 JZ1624.and adjusted by the National Geodetic Survey in June 1991..
 JZ1624
 JZ1624.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1624.See file dsdata.txt to determine how the superseded data were derived.
 JZ1624
 JZ1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ333922(NAD 83)
 JZ1624_MARKER: DB = BENCH MARK DISK
 JZ1624_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1624_SP_SET: CULVERT
 JZ1624_STAMPING: C 252 1947
 JZ1624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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             BUTLER
 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 AND SEUFERT INC 2006 (GKG)
 JZ1624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1548 ***********************************************************************
 JZ1548  DESIGNATION -  C 253
 JZ1548  PID         -  JZ1548
 JZ1548  STATE/COUNTY-  IN/RUSH
 JZ1548  USGS QUAD   -  FALMOUTH (1988)
 JZ1548
 JZ1548                         *CURRENT SURVEY CONTROL
 JZ1548  ___________________________________________________________________
 JZ1548* NAD 83(1986)-  39 41 59.     (N)    085 22 12.     (W)     SCALED    
 JZ1548* NAVD 88     -       301.559  (meters)     989.36   (feet)  ADJUSTED  
 JZ1548  ___________________________________________________________________
 JZ1548  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ1548  DYNAMIC HT  -         301.381 (meters)     988.78  (feet)  COMP
 JZ1548  MODELED GRAV-     980,029.3   (mgal)                       NAVD 88
 JZ1548
 JZ1548  VERT ORDER  -  SECOND    CLASS 0
 JZ1548
 JZ1548.The horizontal coordinates were scaled from a topographic map and have
 JZ1548.an estimated accuracy of +/- 6 seconds.
 JZ1548
 JZ1548.The orthometric height was determined by differential leveling
 JZ1548.and adjusted by the National Geodetic Survey in June 1991..
 JZ1548
 JZ1548.The geoid height was determined by GEOID03.
 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     -   494,220.      125,440.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1548.See file dsdata.txt to determine how the superseded data were derived.
 JZ1548
 JZ1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ397957(NAD 83)
 JZ1548_MARKER: DB = BENCH MARK DISK
 JZ1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1548_STAMPING: C 253 1947
 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 POOR             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'N 39 42.003, W 85 22.211 (CONSUMER-GRADE GPS)
 JZ1548'THE DISK IS GONE BUT THE MOUNTING STEM REMAINS IN THE CONCRETE
 JZ1548'MONUMENT.
 JZ1548' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1558 ***********************************************************************
 JZ1558  DESIGNATION -  C 254
 JZ1558  PID         -  JZ1558
 JZ1558  STATE/COUNTY-  IN/FAYETTE
 JZ1558  USGS QUAD   -  FALMOUTH (1988)
 JZ1558
 JZ1558                         *CURRENT SURVEY CONTROL
 JZ1558  ___________________________________________________________________
 JZ1558* NAD 83(1986)-  39 40 34.     (N)    085 18 02.     (W)     SCALED    
 JZ1558* NAVD 88     -       324.083  (meters)    1063.26   (feet)  ADJUSTED  
 JZ1558  ___________________________________________________________________
 JZ1558  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ1558  DYNAMIC HT  -         323.891 (meters)    1062.63  (feet)  COMP
 JZ1558  MODELED GRAV-     980,025.0   (mgal)                       NAVD 88
 JZ1558
 JZ1558  VERT ORDER  -  SECOND    CLASS 0
 JZ1558
 JZ1558.The horizontal coordinates were scaled from a topographic map and have
 JZ1558.an estimated accuracy of +/- 6 seconds.
 JZ1558
 JZ1558.The orthometric height was determined by differential leveling
 JZ1558.and adjusted by the National Geodetic Survey in June 1991..
 JZ1558
 JZ1558.The geoid height was determined by GEOID03.
 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     -   491,620.      131,410.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1558.See file dsdata.txt to determine how the superseded data were derived.
 JZ1558
 JZ1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ457931(NAD 83)
 JZ1558_MARKER: DB = BENCH MARK DISK
 JZ1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1558_STAMPING: C 254 1947
 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'N 39 40.576, W 85 18.047 (CONSUMER-GRADE GPS)
 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 = OCTOBER  6, 2006
 JZ1586 ***********************************************************************
 JZ1586  DESIGNATION -  C 255
 JZ1586  PID         -  JZ1586
 JZ1586  STATE/COUNTY-  IN/WAYNE
 JZ1586  USGS QUAD   -  JACKSONBURG (1981)
 JZ1586
 JZ1586                         *CURRENT SURVEY CONTROL
 JZ1586  ___________________________________________________________________
 JZ1586* NAD 83(1986)-  39 46 23.     (N)    085 02 00.     (W)     SCALED    
 JZ1586* NAVD 88     -       293.990  (meters)     964.53   (feet)  ADJUSTED  
 JZ1586  ___________________________________________________________________
 JZ1586  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JZ1586  DYNAMIC HT  -         293.817 (meters)     963.96  (feet)  COMP
 JZ1586  MODELED GRAV-     980,031.4   (mgal)                       NAVD 88
 JZ1586
 JZ1586  VERT ORDER  -  SECOND    CLASS 0
 JZ1586
 JZ1586.The horizontal coordinates were scaled from a topographic map and have
 JZ1586.an estimated accuracy of +/- 6 seconds.
 JZ1586
 JZ1586.The orthometric height was determined by differential leveling
 JZ1586.and adjusted by the National Geodetic Survey in June 1991..
 JZ1586
 JZ1586.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1586.See file dsdata.txt to determine how the superseded data were derived.
 JZ1586
 JZ1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK684044(NAD 83)
 JZ1586_MARKER: DB = BENCH MARK DISK
 JZ1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1586_STAMPING: C 255 1947
 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 = OCTOBER  6, 2006
 ME0942 ***********************************************************************
 ME0942  DESIGNATION -  C 256 RESET 1961
 ME0942  PID         -  ME0942
 ME0942  STATE/COUNTY-  IN/LAKE
 ME0942  USGS QUAD   -  GARY (1991)
 ME0942
 ME0942                         *CURRENT SURVEY CONTROL
 ME0942  ___________________________________________________________________
 ME0942* NAD 83(1986)-  41 31 19.     (N)    087 20 09.     (W)     SCALED    
 ME0942* NAVD 88     -       195.38   (meters)     641.0    (feet)  RESET     
 ME0942  ___________________________________________________________________
 ME0942  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 ME0942
 ME0942  VERT ORDER  -  THIRD
 ME0942
 ME0942.The horizontal coordinates were scaled from a topographic map and have
 ME0942.an estimated accuracy of +/- 6 seconds.
 ME0942
 ME0942.The orthometric height was computed from unverified reset data.
 ME0942
 ME0942.The geoid height was determined by GEOID03.
 ME0942
 ME0942;                    North         East    Units  Estimated Accuracy
 ME0942;SPC IN W     -   696,550.      878,930.      MT  (+/- 180 meters Scaled)
 ME0942
 ME0942                          SUPERSEDED SURVEY CONTROL
 ME0942
 ME0942.No superseded survey control is available for this station.
 ME0942
 ME0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL719967(NAD 83)
 ME0942_MARKER: DB = BENCH MARK DISK
 ME0942_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0942_SP_SET: CURB
 ME0942_STAMPING: C 256 RESET 1961
 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 = OCTOBER  6, 2006
 JZ2304 ***********************************************************************
 JZ2304  DESIGNATION -  C 257
 JZ2304  PID         -  JZ2304
 JZ2304  STATE/COUNTY-  IN/RUSH
 JZ2304  USGS QUAD   -  ADAMS (1993)
 JZ2304
 JZ2304                         *CURRENT SURVEY CONTROL
 JZ2304  ___________________________________________________________________
 JZ2304* NAD 83(1986)-  39 29 48.     (N)    085 32 08.     (W)     SCALED    
 JZ2304* NAVD 88     -       294.542  (meters)     966.34   (feet)  ADJUSTED  
 JZ2304  ___________________________________________________________________
 JZ2304  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ2304  DYNAMIC HT  -         294.364 (meters)     965.76  (feet)  COMP
 JZ2304  MODELED GRAV-     980,014.3   (mgal)                       NAVD 88
 JZ2304
 JZ2304  VERT ORDER  -  SECOND    CLASS 0
 JZ2304
 JZ2304.The horizontal coordinates were scaled from a topographic map and have
 JZ2304.an estimated accuracy of +/- 6 seconds.
 JZ2304
 JZ2304.The orthometric height was determined by differential leveling
 JZ2304.and adjusted by the National Geodetic Survey in June 1991..
 JZ2304
 JZ2304.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2304.See file dsdata.txt to determine how the superseded data were derived.
 JZ2304
 JZ2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ259729(NAD 83)
 JZ2304_MARKER: DB = BENCH MARK DISK
 JZ2304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2304_STAMPING: C 257 1947
 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 = OCTOBER  6, 2006
 JZ1740 ***********************************************************************
 JZ1740  DESIGNATION -  C 258
 JZ1740  PID         -  JZ1740
 JZ1740  STATE/COUNTY-  IN/RUSH
 JZ1740  USGS QUAD   -  RUSHVILLE (1994)
 JZ1740
 JZ1740                         *CURRENT SURVEY CONTROL
 JZ1740  ___________________________________________________________________
 JZ1740* NAD 83(1986)-  39 35 28.     (N)    085 25 30.     (W)     SCALED    
 JZ1740* NAVD 88     -       306.596  (meters)    1005.89   (feet)  ADJUSTED  
 JZ1740  ___________________________________________________________________
 JZ1740  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ1740  DYNAMIC HT  -         306.411 (meters)    1005.28  (feet)  COMP
 JZ1740  MODELED GRAV-     980,017.6   (mgal)                       NAVD 88
 JZ1740
 JZ1740  VERT ORDER  -  SECOND    CLASS 0
 JZ1740
 JZ1740.The horizontal coordinates were scaled from a topographic map and have
 JZ1740.an estimated accuracy of +/- 6 seconds.
 JZ1740
 JZ1740.The orthometric height was determined by differential leveling
 JZ1740.and adjusted by the National Geodetic Survey in June 1991..
 JZ1740
 JZ1740.The geoid height was determined by GEOID03.
 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     -   482,150.      120,760.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1740.See file dsdata.txt to determine how the superseded data were derived.
 JZ1740
 JZ1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ352835(NAD 83)
 JZ1740_MARKER: DB = BENCH MARK DISK
 JZ1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1740_STAMPING: C 258 1947
 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 = OCTOBER  6, 2006
 JZ1753 ***********************************************************************
 JZ1753  DESIGNATION -  C 259
 JZ1753  PID         -  JZ1753
 JZ1753  STATE/COUNTY-  IN/RUSH
 JZ1753  USGS QUAD   -  NEW SALEM (1993)
 JZ1753
 JZ1753                         *CURRENT SURVEY CONTROL
 JZ1753  ___________________________________________________________________
 JZ1753* NAD 83(1986)-  39 31 32.     (N)    085 21 29.     (W)     SCALED    
 JZ1753* NAVD 88     -       323.746  (meters)    1062.16   (feet)  ADJUSTED  
 JZ1753  ___________________________________________________________________
 JZ1753  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ1753  DYNAMIC HT  -         323.548 (meters)    1061.51  (feet)  COMP
 JZ1753  MODELED GRAV-     980,007.8   (mgal)                       NAVD 88
 JZ1753
 JZ1753  VERT ORDER  -  SECOND    CLASS 0
 JZ1753
 JZ1753.The horizontal coordinates were scaled from a topographic map and have
 JZ1753.an estimated accuracy of +/- 6 seconds.
 JZ1753
 JZ1753.The orthometric height was determined by differential leveling
 JZ1753.and adjusted by the National Geodetic Survey in June 1991..
 JZ1753
 JZ1753.The geoid height was determined by GEOID03.
 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     -   474,890.      126,530.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1753.See file dsdata.txt to determine how the superseded data were derived.
 JZ1753
 JZ1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ411763(NAD 83)
 JZ1753_MARKER: DB = BENCH MARK DISK
 JZ1753_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1753_SP_SET: CULVERT
 JZ1753_STAMPING: C 259 1947
 JZ1753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1753+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2006
 JZ1753
 JZ1753  HISTORY     - Date     Condition        Report By
 JZ1753  HISTORY     - 1947     MONUMENTED       CGS
 JZ1753  HISTORY     - 20060627 GOOD             BUTLER
 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 AND SEUFERT INC 2006 (GKG)
 JZ1753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0058 ***********************************************************************
 LB0058  DESIGNATION -  C 26
 LB0058  PID         -  LB0058
 LB0058  STATE/COUNTY-  IN/CASS
 LB0058  USGS QUAD   -  LOGANSPORT (1987)
 LB0058
 LB0058                         *CURRENT SURVEY CONTROL
 LB0058  ___________________________________________________________________
 LB0058* NAD 83(1986)-  40 45 03.     (N)    086 21 49.     (W)     SCALED    
 LB0058* NAVD 88     -       184.178  (meters)     604.26   (feet)  ADJUSTED  
 LB0058  ___________________________________________________________________
 LB0058  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 LB0058  DYNAMIC HT  -         184.090 (meters)     603.97  (feet)  COMP
 LB0058  MODELED GRAV-     980,143.3   (mgal)                       NAVD 88
 LB0058
 LB0058  VERT ORDER  -  SECOND    CLASS 0
 LB0058
 LB0058.The horizontal coordinates were scaled from a topographic map and have
 LB0058.an estimated accuracy of +/- 6 seconds.
 LB0058
 LB0058.The orthometric height was determined by differential leveling
 LB0058.and adjusted by the National Geodetic Survey in June 1991..
 LB0058
 LB0058.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0058.See file dsdata.txt to determine how the superseded data were derived.
 LB0058
 LB0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL537112(NAD 83)
 LB0058_MARKER: DB = BENCH MARK DISK
 LB0058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0058_SP_SET: BRIDGE ABUTMENT
 LB0058_STAMPING: C 26 1934
 LB0058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0058
 LB0058  HISTORY     - Date     Condition        Report By
 LB0058  HISTORY     - 1934     MONUMENTED       CGS
 LB0058  HISTORY     - 1938     GOOD             NGS
 LB0058
 LB0058                          STATION DESCRIPTION
 LB0058
 LB0058'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1958 ***********************************************************************
 JZ1958  DESIGNATION -  C 260
 JZ1958  PID         -  JZ1958
 JZ1958  STATE/COUNTY-  IN/FRANKLIN
 JZ1958  USGS QUAD   -  CLARKSBURG (1993)
 JZ1958
 JZ1958                         *CURRENT SURVEY CONTROL
 JZ1958  ___________________________________________________________________
 JZ1958* NAD 83(1986)-  39 28 47.     (N)    085 16 46.     (W)     SCALED    
 JZ1958* NAVD 88     -       308.786  (meters)    1013.08   (feet)  ADJUSTED  
 JZ1958  ___________________________________________________________________
 JZ1958  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ1958  DYNAMIC HT  -         308.596 (meters)    1012.45  (feet)  COMP
 JZ1958  MODELED GRAV-     980,003.4   (mgal)                       NAVD 88
 JZ1958
 JZ1958  VERT ORDER  -  SECOND    CLASS 0
 JZ1958
 JZ1958.The horizontal coordinates were scaled from a topographic map and have
 JZ1958.an estimated accuracy of +/- 6 seconds.
 JZ1958
 JZ1958.The orthometric height was determined by differential leveling
 JZ1958.and adjusted by the National Geodetic Survey in June 1991..
 JZ1958
 JZ1958.The geoid height was determined by GEOID03.
 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     -   469,830.      133,320.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1958.See file dsdata.txt to determine how the superseded data were derived.
 JZ1958
 JZ1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ479714(NAD 83)
 JZ1958_MARKER: DB = BENCH MARK DISK
 JZ1958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1958_STAMPING: C 260 1947
 JZ1958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1958+STABILITY: SURFACE MOTION
 JZ1958
 JZ1958  HISTORY     - Date     Condition        Report By
 JZ1958  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1776 ***********************************************************************
 JZ1776  DESIGNATION -  C 261
 JZ1776  PID         -  JZ1776
 JZ1776  STATE/COUNTY-  IN/FAYETTE
 JZ1776  USGS QUAD   -  ALPINE (1994)
 JZ1776
 JZ1776                         *CURRENT SURVEY CONTROL
 JZ1776  ___________________________________________________________________
 JZ1776* NAD 83(1986)-  39 33 58.     (N)    085 09 54.     (W)     SCALED    
 JZ1776* NAVD 88     -       233.029  (meters)     764.53   (feet)  ADJUSTED  
 JZ1776  ___________________________________________________________________
 JZ1776  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ1776  DYNAMIC HT  -         232.887 (meters)     764.06  (feet)  COMP
 JZ1776  MODELED GRAV-     980,015.3   (mgal)                       NAVD 88
 JZ1776
 JZ1776  VERT ORDER  -  SECOND    CLASS 0
 JZ1776
 JZ1776.The horizontal coordinates were scaled from a topographic map and have
 JZ1776.an estimated accuracy of +/- 6 seconds.
 JZ1776
 JZ1776.The orthometric height was determined by differential leveling
 JZ1776.and adjusted by the National Geodetic Survey in June 1991..
 JZ1776
 JZ1776.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ1776
 JZ1776  NGVD 29 (??/??/92)  233.174  (m)          765.00   (f) ADJ UNCH    2 0
 JZ1776
 JZ1776.Superseded values are not recommended for survey control.
 JZ1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1776.See file dsdata.txt to determine how the superseded data were derived.
 JZ1776
 JZ1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ576812(NAD 83)
 JZ1776_MARKER: DB = BENCH MARK DISK
 JZ1776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1776_SP_SET: CULVERT
 JZ1776_STAMPING: C 261 1947
 JZ1776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ2040 ***********************************************************************
 JZ2040  DESIGNATION -  C 262
 JZ2040  PID         -  JZ2040
 JZ2040  STATE/COUNTY-  IN/FRANKLIN
 JZ2040  USGS QUAD   -  BROOKVILLE (1993)
 JZ2040
 JZ2040                         *CURRENT SURVEY CONTROL
 JZ2040  ___________________________________________________________________
 JZ2040* NAD 83(1986)-  39 26 00.     (N)    085 02 04.     (W)     SCALED    
 JZ2040* NAVD 88     -       203.576  (meters)     667.90   (feet)  ADJUSTED  
 JZ2040  ___________________________________________________________________
 JZ2040  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ2040  DYNAMIC HT  -         203.453 (meters)     667.50  (feet)  COMP
 JZ2040  MODELED GRAV-     980,021.3   (mgal)                       NAVD 88
 JZ2040
 JZ2040  VERT ORDER  -  SECOND    CLASS 0
 JZ2040
 JZ2040.The horizontal coordinates were scaled from a topographic map and have
 JZ2040.an estimated accuracy of +/- 6 seconds.
 JZ2040
 JZ2040.The orthometric height was determined by differential leveling
 JZ2040.and adjusted by the National Geodetic Survey in June 1991..
 JZ2040
 JZ2040.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2040.See file dsdata.txt to determine how the superseded data were derived.
 JZ2040
 JZ2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ691667(NAD 83)
 JZ2040_MARKER: DB = BENCH MARK DISK
 JZ2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2040_STAMPING: C 262 1947
 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 = OCTOBER  6, 2006
 JZ1796 ***********************************************************************
 JZ1796  DESIGNATION -  C 263
 JZ1796  PID         -  JZ1796
 JZ1796  STATE/COUNTY-  IN/FAYETTE
 JZ1796  USGS QUAD   -  EVERTON (1993)
 JZ1796
 JZ1796                         *CURRENT SURVEY CONTROL
 JZ1796  ___________________________________________________________________
 JZ1796* NAD 83(1986)-  39 32 25.     (N)    085 03 00.     (W)     SCALED    
 JZ1796* NAVD 88     -       303.811  (meters)     996.75   (feet)  ADJUSTED  
 JZ1796  ___________________________________________________________________
 JZ1796  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JZ1796  DYNAMIC HT  -         303.625 (meters)     996.14  (feet)  COMP
 JZ1796  MODELED GRAV-     980,008.8   (mgal)                       NAVD 88
 JZ1796
 JZ1796  VERT ORDER  -  SECOND    CLASS 0
 JZ1796
 JZ1796.The horizontal coordinates were scaled from a topographic map and have
 JZ1796.an estimated accuracy of +/- 6 seconds.
 JZ1796
 JZ1796.The orthometric height was determined by differential leveling
 JZ1796.and adjusted by the National Geodetic Survey in June 1991..
 JZ1796
 JZ1796.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1796.See file dsdata.txt to determine how the superseded data were derived.
 JZ1796
 JZ1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ675785(NAD 83)
 JZ1796_MARKER: DB = BENCH MARK DISK
 JZ1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1796_STAMPING: C 263 1947
 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 = OCTOBER  6, 2006
 JZ0586 ***********************************************************************
 JZ0586  DESIGNATION -  C 264
 JZ0586  PID         -  JZ0586
 JZ0586  STATE/COUNTY-  IN/DEARBORN
 JZ0586  USGS QUAD   -  CEDAR GROVE (1994)
 JZ0586
 JZ0586                         *CURRENT SURVEY CONTROL
 JZ0586  ___________________________________________________________________
 JZ0586* NAD 83(1986)-  39 17 06.     (N)    084 59 25.     (W)     SCALED    
 JZ0586* NAVD 88     -       293.078  (meters)     961.54   (feet)  ADJUSTED  
 JZ0586  ___________________________________________________________________
 JZ0586  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ0586  DYNAMIC HT  -         292.895 (meters)     960.94  (feet)  COMP
 JZ0586  MODELED GRAV-     979,996.5   (mgal)                       NAVD 88
 JZ0586
 JZ0586  VERT ORDER  -  SECOND    CLASS 0
 JZ0586
 JZ0586.The horizontal coordinates were scaled from a topographic map and have
 JZ0586.an estimated accuracy of +/- 6 seconds.
 JZ0586
 JZ0586.The orthometric height was determined by differential leveling
 JZ0586.and adjusted by the National Geodetic Survey in June 1991..
 JZ0586
 JZ0586.The geoid height was determined by GEOID03.
 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     -   448,350.      158,360.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0586.See file dsdata.txt to determine how the superseded data were derived.
 JZ0586
 JZ0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ733503(NAD 83)
 JZ0586_MARKER: DB = BENCH MARK DISK
 JZ0586_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0586_SP_SET: CULVERT
 JZ0586_STAMPING: C 264 1947
 JZ0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0586
 JZ0586  HISTORY     - Date     Condition        Report By
 JZ0586  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2032 ***********************************************************************
 JZ2032  DESIGNATION -  C 265
 JZ2032  PID         -  JZ2032
 JZ2032  STATE/COUNTY-  IN/FRANKLIN
 JZ2032  USGS QUAD   -  BROOKVILLE (1993)
 JZ2032
 JZ2032                         *CURRENT SURVEY CONTROL
 JZ2032  ___________________________________________________________________
 JZ2032* NAD 83(1986)-  39 23 05.     (N)    085 05 07.     (W)     SCALED    
 JZ2032* NAVD 88     -       295.380  (meters)     969.09   (feet)  ADJUSTED  
 JZ2032  ___________________________________________________________________
 JZ2032  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ2032  DYNAMIC HT  -         295.197 (meters)     968.49  (feet)  COMP
 JZ2032  MODELED GRAV-     980,001.8   (mgal)                       NAVD 88
 JZ2032
 JZ2032  VERT ORDER  -  SECOND    CLASS 0
 JZ2032
 JZ2032.The horizontal coordinates were scaled from a topographic map and have
 JZ2032.an estimated accuracy of +/- 6 seconds.
 JZ2032
 JZ2032.The orthometric height was determined by differential leveling
 JZ2032.and adjusted by the National Geodetic Survey in June 1991..
 JZ2032
 JZ2032.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2032.See file dsdata.txt to determine how the superseded data were derived.
 JZ2032
 JZ2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ649612(NAD 83)
 JZ2032_MARKER: DB = BENCH MARK DISK
 JZ2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2032_STAMPING: C 265 1947
 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 = OCTOBER  6, 2006
 KA0182 ***********************************************************************
 KA0182  DESIGNATION -  C 266
 KA0182  PID         -  KA0182
 KA0182  STATE/COUNTY-  IN/MARION
 KA0182  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA0182
 KA0182                         *CURRENT SURVEY CONTROL
 KA0182  ___________________________________________________________________
 KA0182* NAD 83(1986)-  39 45 49.     (N)    086 08 32.     (W)     SCALED    
 KA0182* NAVD 88     -       225.899  (meters)     741.14   (feet)  ADJUSTED  
 KA0182  ___________________________________________________________________
 KA0182  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 KA0182  DYNAMIC HT  -         225.774 (meters)     740.73  (feet)  COMP
 KA0182  MODELED GRAV-     980,066.7   (mgal)                       NAVD 88
 KA0182
 KA0182  VERT ORDER  -  FIRST     CLASS II
 KA0182
 KA0182.The horizontal coordinates were scaled from a topographic map and have
 KA0182.an estimated accuracy of +/- 6 seconds.
 KA0182
 KA0182.The orthometric height was determined by differential leveling
 KA0182.and adjusted by the National Geodetic Survey in June 1991..
 KA0182
 KA0182.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0182.See file dsdata.txt to determine how the superseded data were derived.
 KA0182
 KA0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK734018(NAD 83)
 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 = OCTOBER  6, 2006
 JZ2244 ***********************************************************************
 JZ2244  DESIGNATION -  C 267
 JZ2244  PID         -  JZ2244
 JZ2244  STATE/COUNTY-  IN/DECATUR
 JZ2244  USGS QUAD   -  FOREST HILL (1993)
 JZ2244
 JZ2244                         *CURRENT SURVEY CONTROL
 JZ2244  ___________________________________________________________________
 JZ2244* NAD 83(1986)-  39 16 10.     (N)    085 35 38.     (W)     SCALED    
 JZ2244* NAVD 88     -       258.207  (meters)     847.13   (feet)  ADJUSTED  
 JZ2244  ___________________________________________________________________
 JZ2244  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ2244  DYNAMIC HT  -         258.045 (meters)     846.60  (feet)  COMP
 JZ2244  MODELED GRAV-     979,995.8   (mgal)                       NAVD 88
 JZ2244
 JZ2244  VERT ORDER  -  SECOND    CLASS 0
 JZ2244
 JZ2244.The horizontal coordinates were scaled from a topographic map and have
 JZ2244.an estimated accuracy of +/- 6 seconds.
 JZ2244
 JZ2244.The orthometric height was determined by differential leveling
 JZ2244.and adjusted by the National Geodetic Survey in June 1991..
 JZ2244
 JZ2244.The geoid height was determined by GEOID03.
 JZ2244
 JZ2244.The dynamic height is computed by dividing the NAVD 88
 JZ2244.geopotential number by the normal gravity value computed on the
 JZ2244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2244.degrees latitude (g = 980.6199 gals.).
 JZ2244
 JZ2244.The modeled gravity was interpolated from observed gravity values.
 JZ2244
 JZ2244;                    North         East    Units  Estimated Accuracy
 JZ2244;SPC IN E     -   446,410.      106,280.      MT  (+/- 180 meters Scaled)
 JZ2244
 JZ2244                          SUPERSEDED SURVEY CONTROL
 JZ2244
 JZ2244  NGVD 29 (??/??/92)  258.325  (m)          847.52   (f) ADJ UNCH    2 0
 JZ2244
 JZ2244.Superseded values are not recommended for survey control.
 JZ2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2244.See file dsdata.txt to determine how the superseded data were derived.
 JZ2244
 JZ2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ212476(NAD 83)
 JZ2244_MARKER: DB = BENCH MARK DISK
 JZ2244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2244_STAMPING: C 267 1947
 JZ2244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2244+STABILITY: SURFACE MOTION
 JZ2244
 JZ2244  HISTORY     - Date     Condition        Report By
 JZ2244  HISTORY     - 1947     MONUMENTED       CGS
 JZ2244
 JZ2244                          STATION DESCRIPTION
 JZ2244
 JZ2244'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2244'4.4 MI NW FROM LETTS.
 JZ2244'ABOUT 2.8 MILES NORTH ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 JZ2244'AND ST. LOUIS RAILWAY FROM THE STATION AT LETTS, THENCE 1.6
 JZ2244'MILE WEST ALONG A GRAVEL ROAD, 1.1 MILE WEST OF THE INTERSECTION
 JZ2244'WITH STATE HIGHWAY 3, IN THE NORTHWEST ANGLE OF THE INTERSECTION
 JZ2244'WITH A NORTH-SOUTH CROSSROAD, 24 FEET NORTH OF THE CENTER LINE
 JZ2244'OF THE EAST-WEST ROAD, 18 FEET WEST OF THE CENTER LINE OF THE
 JZ2244'CROSSROAD, 5 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A
 JZ2244'FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ2244'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ2244'PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2232 ***********************************************************************
 JZ2232  DESIGNATION -  C 268
 JZ2232  PID         -  JZ2232
 JZ2232  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2232  USGS QUAD   -  GRAMMER (1993)
 JZ2232
 JZ2232                         *CURRENT SURVEY CONTROL
 JZ2232  ___________________________________________________________________
 JZ2232* NAD 83(1986)-  39 14 15.     (N)    085 44 05.     (W)     SCALED    
 JZ2232* NAVD 88     -       217.458  (meters)     713.44   (feet)  ADJUSTED  
 JZ2232  ___________________________________________________________________
 JZ2232  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ2232  DYNAMIC HT  -         217.324 (meters)     713.00  (feet)  COMP
 JZ2232  MODELED GRAV-     980,003.4   (mgal)                       NAVD 88
 JZ2232
 JZ2232  VERT ORDER  -  SECOND    CLASS 0
 JZ2232
 JZ2232.The horizontal coordinates were scaled from a topographic map and have
 JZ2232.an estimated accuracy of +/- 6 seconds.
 JZ2232
 JZ2232.The orthometric height was determined by differential leveling
 JZ2232.and adjusted by the National Geodetic Survey in June 1991..
 JZ2232
 JZ2232.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2232.See file dsdata.txt to determine how the superseded data were derived.
 JZ2232
 JZ2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ091438(NAD 83)
 JZ2232_MARKER: DB = BENCH MARK DISK
 JZ2232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2232_STAMPING: C 268 1947
 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 = OCTOBER  6, 2006
 JZ2339 ***********************************************************************
 JZ2339  DESIGNATION -  C 269
 JZ2339  PID         -  JZ2339
 JZ2339  STATE/COUNTY-  IN/SHELBY
 JZ2339  USGS QUAD   -  SHELBYVILLE (1994)
 JZ2339
 JZ2339                         *CURRENT SURVEY CONTROL
 JZ2339  ___________________________________________________________________
 JZ2339* NAD 83(1986)-  39 32 44.     (N)    085 48 01.     (W)     SCALED    
 JZ2339* NAVD 88     -       235.547  (meters)     772.79   (feet)  ADJUSTED  
 JZ2339  ___________________________________________________________________
 JZ2339  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JZ2339  DYNAMIC HT  -         235.409 (meters)     772.34  (feet)  COMP
 JZ2339  MODELED GRAV-     980,037.5   (mgal)                       NAVD 88
 JZ2339
 JZ2339  VERT ORDER  -  FIRST     CLASS II
 JZ2339
 JZ2339.The horizontal coordinates were scaled from a topographic map and have
 JZ2339.an estimated accuracy of +/- 6 seconds.
 JZ2339
 JZ2339.The orthometric height was determined by differential leveling
 JZ2339.and adjusted by the National Geodetic Survey in June 1991..
 JZ2339
 JZ2339.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2339.See file dsdata.txt to determine how the superseded data were derived.
 JZ2339
 JZ2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ030780(NAD 83)
 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 = OCTOBER  6, 2006
 LB0421 ***********************************************************************
 LB0421  DESIGNATION -  C 27
 LB0421  PID         -  LB0421
 LB0421  STATE/COUNTY-  IN/HOWARD
 LB0421  USGS QUAD   -  KOKOMO EAST (1994)
 LB0421
 LB0421                         *CURRENT SURVEY CONTROL
 LB0421  ___________________________________________________________________
 LB0421* NAD 83(1986)-  40 29 55.     (N)    086 04 12.     (W)     SCALED    
 LB0421* NAVD 88     -       250.481  (meters)     821.79   (feet)  ADJUSTED  
 LB0421  ___________________________________________________________________
 LB0421  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 LB0421  DYNAMIC HT  -         250.352 (meters)     821.36  (feet)  COMP
 LB0421  MODELED GRAV-     980,103.8   (mgal)                       NAVD 88
 LB0421
 LB0421  VERT ORDER  -  SECOND    CLASS 0
 LB0421
 LB0421.The horizontal coordinates were scaled from a topographic map and have
 LB0421.an estimated accuracy of +/- 6 seconds.
 LB0421
 LB0421.The orthometric height was determined by differential leveling
 LB0421.and adjusted by the National Geodetic Survey in June 1991..
 LB0421
 LB0421.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0421.See file dsdata.txt to determine how the superseded data were derived.
 LB0421
 LB0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK788835(NAD 83)
 LB0421_MARKER: DB = BENCH MARK DISK
 LB0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0421_STAMPING: C 27 1934
 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             NGS
 LB0421
 LB0421                          STATION DESCRIPTION
 LB0421
 LB0421'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2169 ***********************************************************************
 JZ2169  DESIGNATION -  C 270
 JZ2169  PID         -  JZ2169
 JZ2169  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2169  USGS QUAD   -  GRAMMER (1993)
 JZ2169
 JZ2169                         *CURRENT SURVEY CONTROL
 JZ2169  ___________________________________________________________________
 JZ2169* NAD 83(1986)-  39 12 16.     (N)    085 43 30.     (W)     SCALED    
 JZ2169* NAVD 88     -       220.109  (meters)     722.14   (feet)  ADJUSTED  
 JZ2169  ___________________________________________________________________
 JZ2169  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ2169  DYNAMIC HT  -         219.973 (meters)     721.69  (feet)  COMP
 JZ2169  MODELED GRAV-     980,001.0   (mgal)                       NAVD 88
 JZ2169
 JZ2169  VERT ORDER  -  SECOND    CLASS 0
 JZ2169
 JZ2169.The horizontal coordinates were scaled from a topographic map and have
 JZ2169.an estimated accuracy of +/- 6 seconds.
 JZ2169
 JZ2169.The orthometric height was determined by differential leveling
 JZ2169.and adjusted by the National Geodetic Survey in June 1991..
 JZ2169
 JZ2169.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2169.See file dsdata.txt to determine how the superseded data were derived.
 JZ2169
 JZ2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ100402(NAD 83)
 JZ2169_MARKER: DB = BENCH MARK DISK
 JZ2169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2169_SP_SET: BRIDGE
 JZ2169_STAMPING: C 270 1947
 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 = OCTOBER  6, 2006
 JZ2086 ***********************************************************************
 JZ2086  DESIGNATION -  C 271
 JZ2086  PID         -  JZ2086
 JZ2086  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2086  USGS QUAD   -  EDINBURGH (1993)
 JZ2086
 JZ2086                         *CURRENT SURVEY CONTROL
 JZ2086  ___________________________________________________________________
 JZ2086* NAD 83(1986)-  39 15 19.     (N)    085 53 49.     (W)     SCALED    
 JZ2086* NAVD 88     -       197.810  (meters)     648.98   (feet)  ADJUSTED  
 JZ2086  ___________________________________________________________________
 JZ2086  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JZ2086  DYNAMIC HT  -         197.689 (meters)     648.58  (feet)  COMP
 JZ2086  MODELED GRAV-     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 topographic map and have
 JZ2086.an estimated accuracy of +/- 6 seconds.
 JZ2086
 JZ2086.The orthometric height was determined by differential leveling
 JZ2086.and adjusted by the National Geodetic Survey in June 1991..
 JZ2086
 JZ2086.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2086.See file dsdata.txt to determine how the superseded data were derived.
 JZ2086
 JZ2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ951456(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2086
 JZ2086  HISTORY     - Date     Condition        Report By
 JZ2086  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2087 ***********************************************************************
 JZ2087  DESIGNATION -  C 271 RESET 1953
 JZ2087  PID         -  JZ2087
 JZ2087  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2087  USGS QUAD   -  EDINBURGH (1993)
 JZ2087
 JZ2087                         *CURRENT SURVEY CONTROL
 JZ2087  ___________________________________________________________________
 JZ2087* NAD 83(1986)-  39 15 19.     (N)    085 53 49.     (W)     SCALED    
 JZ2087* NAVD 88     -       198.20   (meters)     650.3    (feet)  RESET     
 JZ2087  ___________________________________________________________________
 JZ2087  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JZ2087
 JZ2087  VERT ORDER  -  THIRD
 JZ2087
 JZ2087.This mark is at Columbus Airport (BAK)
 JZ2087
 JZ2087.The horizontal coordinates were scaled from a topographic map and have
 JZ2087.an estimated accuracy of +/- 6 seconds.
 JZ2087
 JZ2087.The orthometric height was computed from unverified reset data.
 JZ2087
 JZ2087.The geoid height was determined by GEOID03.
 JZ2087
 JZ2087;                    North         East    Units  Estimated Accuracy
 JZ2087;SPC IN E     -   444,860.       80,120.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2087.See file dsdata.txt to determine how the superseded data were derived.
 JZ2087
 JZ2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ951456(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2087
 JZ2087  HISTORY     - Date     Condition        Report By
 JZ2087  HISTORY     - 1953     MONUMENTED       DOD
 JZ2087
 JZ2087                          STATION DESCRIPTION
 JZ2087
 JZ2087'DESCRIBED BY US DEPARTMENT OF DEFENSE 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1844 ***********************************************************************
 JZ1844  DESIGNATION -  C 272 RESET
 JZ1844  PID         -  JZ1844
 JZ1844  STATE/COUNTY-  IN/DECATUR
 JZ1844  USGS QUAD   -  GREENSBURG (1993)
 JZ1844
 JZ1844                         *CURRENT SURVEY CONTROL
 JZ1844  ___________________________________________________________________
 JZ1844* NAD 83(1986)-  39 19 59.     (N)    085 28 26.     (W)     SCALED    
 JZ1844* NAVD 88     -       289.31   (meters)     949.2    (feet)  RESET     
 JZ1844  ___________________________________________________________________
 JZ1844  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ1844
 JZ1844  VERT ORDER  -  THIRD
 JZ1844
 JZ1844.The horizontal coordinates were scaled from a topographic map and have
 JZ1844.an estimated accuracy of +/- 6 seconds.
 JZ1844
 JZ1844.The orthometric height was computed from unverified reset data.
 JZ1844
 JZ1844.The geoid height was determined by GEOID03.
 JZ1844
 JZ1844;                    North         East    Units  Estimated Accuracy
 JZ1844;SPC IN E     -   453,490.      116,620.      MT  (+/- 180 meters Scaled)
 JZ1844
 JZ1844                          SUPERSEDED SURVEY CONTROL
 JZ1844
 JZ1844.No superseded survey control is available for this station.
 JZ1844
 JZ1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ315548(NAD 83)
 JZ1844_MARKER: DB = BENCH MARK DISK
 JZ1844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1844_STAMPING: C 272 RESET 1971
 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 = OCTOBER  6, 2006
 JZ0555 ***********************************************************************
 JZ0555  DESIGNATION -  C 273
 JZ0555  PID         -  JZ0555
 JZ0555  STATE/COUNTY-  IN/DEARBORN
 JZ0555  USGS QUAD   -  GUILFORD (1983)
 JZ0555
 JZ0555                         *CURRENT SURVEY CONTROL
 JZ0555  ___________________________________________________________________
 JZ0555* NAD 83(1986)-  39 10 37.     (N)    084 58 58.     (W)     SCALED    
 JZ0555* NAVD 88     -       204.225  (meters)     670.03   (feet)  ADJUSTED  
 JZ0555  ___________________________________________________________________
 JZ0555  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ0555  DYNAMIC HT  -         204.097 (meters)     669.61  (feet)  COMP
 JZ0555  MODELED GRAV-     980,000.6   (mgal)                       NAVD 88
 JZ0555
 JZ0555  VERT ORDER  -  FIRST     CLASS II
 JZ0555
 JZ0555.The horizontal coordinates were scaled from a topographic map and have
 JZ0555.an estimated accuracy of +/- 6 seconds.
 JZ0555
 JZ0555.The orthometric height was determined by differential leveling
 JZ0555.and adjusted by the National Geodetic Survey in June 1991..
 JZ0555
 JZ0555.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0555.See file dsdata.txt to determine how the superseded data were derived.
 JZ0555
 JZ0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ742383(NAD 83)
 JZ0555_MARKER: DB = BENCH MARK DISK
 JZ0555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0555_SP_SET: CULVERT STEP
 JZ0555_STAMPING: C 273 1947
 JZ0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ0927 ***********************************************************************
 JZ0927  DESIGNATION -  C 274
 JZ0927  PID         -  JZ0927
 JZ0927  STATE/COUNTY-  IN/FRANKLIN
 JZ0927  USGS QUAD   -  CEDAR GROVE (1994)
 JZ0927
 JZ0927                         *CURRENT SURVEY CONTROL
 JZ0927  ___________________________________________________________________
 JZ0927* NAD 83(1986)-  39 18 53.     (N)    084 54 21.     (W)     SCALED    
 JZ0927* NAVD 88     -       173.303  (meters)     568.58   (feet)  ADJUSTED  
 JZ0927  ___________________________________________________________________
 JZ0927  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JZ0927  DYNAMIC HT  -         173.198 (meters)     568.23  (feet)  COMP
 JZ0927  MODELED GRAV-     980,021.1   (mgal)                       NAVD 88
 JZ0927
 JZ0927  VERT ORDER  -  SECOND    CLASS 0
 JZ0927
 JZ0927.The horizontal coordinates were scaled from a topographic map and have
 JZ0927.an estimated accuracy of +/- 6 seconds.
 JZ0927
 JZ0927.The orthometric height was determined by differential leveling
 JZ0927.and adjusted by the National Geodetic Survey in June 1991..
 JZ0927
 JZ0927.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0927.See file dsdata.txt to determine how the superseded data were derived.
 JZ0927
 JZ0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ805537(NAD 83)
 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 = OCTOBER  6, 2006
 HB0105 ***********************************************************************
 HB0105  DESIGNATION -  C 275
 HB0105  PID         -  HB0105
 HB0105  STATE/COUNTY-  IN/POSEY
 HB0105  USGS QUAD   -  WABASH ISLAND (1981)
 HB0105
 HB0105                         *CURRENT SURVEY CONTROL
 HB0105  ___________________________________________________________________
 HB0105* NAD 83(1986)-  37 51 05.     (N)    088 00 58.     (W)     SCALED    
 HB0105* NAVD 88     -       110.237  (meters)     361.67   (feet)  ADJUSTED  
 HB0105  ___________________________________________________________________
 HB0105  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 HB0105  DYNAMIC HT  -         110.162 (meters)     361.42  (feet)  COMP
 HB0105  MODELED GRAV-     979,943.7   (mgal)                       NAVD 88
 HB0105
 HB0105  VERT ORDER  -  FIRST     CLASS II
 HB0105
 HB0105.The horizontal coordinates were scaled from a topographic map and have
 HB0105.an estimated accuracy of +/- 6 seconds.
 HB0105
 HB0105.The orthometric height was determined by differential leveling
 HB0105.and adjusted by the National Geodetic Survey in June 1991..
 HB0105
 HB0105.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HB0105
 HB0105  NGVD 29 (??/??/??)  110.342  (m)          362.01   (f) ADJUSTED    1 2
 HB0105
 HB0105.Superseded values are not recommended for survey control.
 HB0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0105.See file dsdata.txt to determine how the superseded data were derived.
 HB0105
 HB0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG106898(NAD 83)
 HB0105_MARKER: DB = BENCH MARK DISK
 HB0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0105_STAMPING: C 275 1954
 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 = OCTOBER  6, 2006
 JZ2392 ***********************************************************************
 JZ2392  DESIGNATION -  C 276
 JZ2392  PID         -  JZ2392
 JZ2392  STATE/COUNTY-  IN/HENRY
 JZ2392  USGS QUAD   -  KNIGHTSTOWN (1981)
 JZ2392
 JZ2392                         *CURRENT SURVEY CONTROL
 JZ2392  ___________________________________________________________________
 JZ2392* NAD 83(1986)-  39 48 31.     (N)    085 31 45.     (W)     SCALED    
 JZ2392* NAVD 88     -       295.372  (meters)     969.07   (feet)  ADJUSTED  
 JZ2392  ___________________________________________________________________
 JZ2392  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JZ2392  DYNAMIC HT  -         295.204 (meters)     968.52  (feet)  COMP
 JZ2392  MODELED GRAV-     980,048.5   (mgal)                       NAVD 88
 JZ2392
 JZ2392  VERT ORDER  -  SECOND    CLASS 0
 JZ2392
 JZ2392.The horizontal coordinates were scaled from a topographic map and have
 JZ2392.an estimated accuracy of +/- 6 seconds.
 JZ2392
 JZ2392.The orthometric height was determined by differential leveling
 JZ2392.and adjusted by the National Geodetic Survey in June 1991..
 JZ2392
 JZ2392.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2392.See file dsdata.txt to determine how the superseded data were derived.
 JZ2392
 JZ2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK259075(NAD 83)
 JZ2392_MARKER: DB = BENCH MARK DISK
 JZ2392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2392_STAMPING: C 276 1947
 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 = OCTOBER  6, 2006
 JZ1466 ***********************************************************************
 JZ1466  DESIGNATION -  C 277 RESET 1973
 JZ1466  PID         -  JZ1466
 JZ1466  STATE/COUNTY-  IN/WAYNE
 JZ1466  USGS QUAD   -  NEW PARIS (1981)
 JZ1466
 JZ1466                         *CURRENT SURVEY CONTROL
 JZ1466  ___________________________________________________________________
 JZ1466* NAD 83(1986)-  39 46 18.     (N)    084 51 19.     (W)     SCALED    
 JZ1466* NAVD 88     -       341.79   (meters)    1121.4    (feet)  RESET     
 JZ1466  ___________________________________________________________________
 JZ1466  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 JZ1466
 JZ1466  VERT ORDER  -  THIRD
 JZ1466
 JZ1466.The horizontal coordinates were scaled from a topographic map and have
 JZ1466.an estimated accuracy of +/- 6 seconds.
 JZ1466
 JZ1466.The orthometric height was computed from unverified reset data.
 JZ1466
 JZ1466.The geoid height was determined by GEOID03.
 JZ1466
 JZ1466;                    North         East    Units  Estimated Accuracy
 JZ1466;SPC IN E     -   502,480.      169,520.      MT  (+/- 180 meters Scaled)
 JZ1466
 JZ1466                          SUPERSEDED SURVEY CONTROL
 JZ1466
 JZ1466.No superseded survey control is available for this station.
 JZ1466
 JZ1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK836046(NAD 83)
 JZ1466_MARKER: DB = BENCH MARK DISK
 JZ1466_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1466_SP_SET: OVERPASS WINGWALL
 JZ1466_STAMPING: C 277 RESET 1973
 JZ1466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1466+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2003
 JZ1466
 JZ1466  HISTORY     - Date     Condition        Report By
 JZ1466  HISTORY     - 1973     MONUMENTED       INHD
 JZ1466  HISTORY     - 20030506 GOOD             GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0216 ***********************************************************************
 JA0216  DESIGNATION -  C 279
 JA0216  PID         -  JA0216
 JA0216  STATE/COUNTY-  IN/WASHINGTON
 JA0216  USGS QUAD   -  SALEM (1994)
 JA0216
 JA0216                         *CURRENT SURVEY CONTROL
 JA0216  ___________________________________________________________________
 JA0216* NAD 83(1986)-  38 36 08.     (N)    086 02 33.     (W)     SCALED    
 JA0216* NAVD 88     -       246.703  (meters)     809.39   (feet)  ADJUSTED  
 JA0216  ___________________________________________________________________
 JA0216  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JA0216  DYNAMIC HT  -         246.537 (meters)     808.85  (feet)  COMP
 JA0216  MODELED GRAV-     979,949.9   (mgal)                       NAVD 88
 JA0216
 JA0216  VERT ORDER  -  FIRST     CLASS II
 JA0216
 JA0216.The horizontal coordinates were scaled from a topographic map and have
 JA0216.an estimated accuracy of +/- 6 seconds.
 JA0216
 JA0216.The orthometric height was determined by differential leveling
 JA0216.and adjusted by the National Geodetic Survey in June 1991..
 JA0216
 JA0216.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0216.See file dsdata.txt to determine how the superseded data were derived.
 JA0216
 JA0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH833730(NAD 83)
 JA0216_MARKER: DB = BENCH MARK DISK
 JA0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0216_STAMPING: C 279 1949
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0804 ***********************************************************************
 JA0804  DESIGNATION -  C 280
 JA0804  PID         -  JA0804
 JA0804  STATE/COUNTY-  IN/GREENE
 JA0804  USGS QUAD   -  OWENSBURG (1978)
 JA0804
 JA0804                         *CURRENT SURVEY CONTROL
 JA0804  ___________________________________________________________________
 JA0804* NAD 83(1986)-  38 56 05.     (N)    086 44 19.     (W)     SCALED    
 JA0804* NAVD 88     -       256.155  (meters)     840.40   (feet)  ADJUSTED  
 JA0804  ___________________________________________________________________
 JA0804  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JA0804  DYNAMIC HT  -         255.994 (meters)     839.87  (feet)  COMP
 JA0804  MODELED GRAV-     979,992.5   (mgal)                       NAVD 88
 JA0804
 JA0804  VERT ORDER  -  FIRST     CLASS II
 JA0804
 JA0804.The horizontal coordinates were scaled from a topographic map and have
 JA0804.an estimated accuracy of +/- 6 seconds.
 JA0804
 JA0804.The orthometric height was determined by differential leveling
 JA0804.and adjusted by the National Geodetic Survey in June 1991..
 JA0804
 JA0804.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0804.See file dsdata.txt to determine how the superseded data were derived.
 JA0804
 JA0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ226095(NAD 83)
 JA0804_MARKER: DB = BENCH MARK DISK
 JA0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0804_STAMPING: C 280 1949
 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 = OCTOBER  6, 2006
 JA0115 ***********************************************************************
 JA0115  DESIGNATION -  C 281
 JA0115  PID         -  JA0115
 JA0115  STATE/COUNTY-  IN/LAWRENCE
 JA0115  USGS QUAD   -  BEDFORD EAST (1978)
 JA0115
 JA0115                         *CURRENT SURVEY CONTROL
 JA0115  ___________________________________________________________________
 JA0115* NAD 83(1986)-  38 45 37.     (N)    086 29 55.     (W)     SCALED    
 JA0115* NAVD 88     -       205.984  (meters)     675.80   (feet)  ADJUSTED  
 JA0115  ___________________________________________________________________
 JA0115  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JA0115  DYNAMIC HT  -         205.851 (meters)     675.36  (feet)  COMP
 JA0115  MODELED GRAV-     979,979.4   (mgal)                       NAVD 88
 JA0115
 JA0115  VERT ORDER  -  FIRST     CLASS II
 JA0115
 JA0115.The horizontal coordinates were scaled from a topographic map and have
 JA0115.an estimated accuracy of +/- 6 seconds.
 JA0115
 JA0115.The orthometric height was determined by differential leveling
 JA0115.and adjusted by the National Geodetic Survey in June 1991..
 JA0115
 JA0115.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0115.See file dsdata.txt to determine how the superseded data were derived.
 JA0115
 JA0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH435902(NAD 83)
 JA0115_MARKER: DB = BENCH MARK DISK
 JA0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0115_SP_SET: CULVERT
 JA0115_STAMPING: C 281 1949
 JA0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0115
 JA0115  HISTORY     - Date     Condition        Report By
 JA0115  HISTORY     - 1949     MONUMENTED       CGS
 JA0115  HISTORY     - 1967     GOOD             NGS
 JA0115
 JA0115                          STATION DESCRIPTION
 JA0115
 JA0115'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1212 ***********************************************************************
 JA1212  DESIGNATION -  C 283
 JA1212  PID         -  JA1212
 JA1212  STATE/COUNTY-  IN/POSEY
 JA1212  USGS QUAD   -  NEW HARMONY (1980)
 JA1212
 JA1212                         *CURRENT SURVEY CONTROL
 JA1212  ___________________________________________________________________
 JA1212* NAD 83(1986)-  38 07 48.     (N)    087 54 44.     (W)     SCALED    
 JA1212* NAVD 88     -       117.015  (meters)     383.91   (feet)  ADJUSTED  
 JA1212  ___________________________________________________________________
 JA1212  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 JA1212  DYNAMIC HT  -         116.936 (meters)     383.65  (feet)  COMP
 JA1212  MODELED GRAV-     979,954.3   (mgal)                       NAVD 88
 JA1212
 JA1212  VERT ORDER  -  FIRST     CLASS II
 JA1212
 JA1212.The horizontal coordinates were scaled from a topographic map and have
 JA1212.an estimated accuracy of +/- 6 seconds.
 JA1212
 JA1212.The orthometric height was determined by differential leveling
 JA1212.and adjusted by the National Geodetic Survey in June 1991..
 JA1212
 JA1212.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1212.See file dsdata.txt to determine how the superseded data were derived.
 JA1212
 JA1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH200206(NAD 83)
 JA1212_MARKER: DB = BENCH MARK DISK
 JA1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1212_STAMPING: C 283 1954
 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 = OCTOBER  6, 2006
 JA1183 ***********************************************************************
 JA1183  DESIGNATION -  C 284
 JA1183  PID         -  JA1183
 JA1183  STATE/COUNTY-  IN/GIBSON
 JA1183  USGS QUAD   -  KEENSBURG (1989)
 JA1183
 JA1183                         *CURRENT SURVEY CONTROL
 JA1183  ___________________________________________________________________
 JA1183* NAD 83(1986)-  38 16 10.     (N)    087 51 45.     (W)     SCALED    
 JA1183* NAVD 88     -       117.740  (meters)     386.29   (feet)  ADJUSTED  
 JA1183  ___________________________________________________________________
 JA1183  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 JA1183  DYNAMIC HT  -         117.663 (meters)     386.03  (feet)  COMP
 JA1183  MODELED GRAV-     979,971.7   (mgal)                       NAVD 88
 JA1183
 JA1183  VERT ORDER  -  FIRST     CLASS II
 JA1183
 JA1183.The horizontal coordinates were scaled from a topographic map and have
 JA1183.an estimated accuracy of +/- 6 seconds.
 JA1183
 JA1183.The orthometric height was determined by differential leveling
 JA1183.and adjusted by the National Geodetic Survey in June 1991..
 JA1183
 JA1183.The geoid height was determined by GEOID03.
 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     -   335,690.      831,820.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1183.See file dsdata.txt to determine how the superseded data were derived.
 JA1183
 JA1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH245360(NAD 83)
 JA1183_MARKER: DB = BENCH MARK DISK
 JA1183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1183_SP_SET: BRIDGE
 JA1183_STAMPING: C 284 1954
 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 = OCTOBER  6, 2006
 JA1352 ***********************************************************************
 JA1352  DESIGNATION -  C 285
 JA1352  PID         -  JA1352
 JA1352  STATE/COUNTY-  IN/KNOX
 JA1352  USGS QUAD   -  ST FRANCISVILLE (1964)
 JA1352
 JA1352                         *CURRENT SURVEY CONTROL
 JA1352  ___________________________________________________________________
 JA1352* NAD 83(1986)-  38 34 54.     (N)    087 37 40.     (W)     SCALED    
 JA1352* NAVD 88     -       126.830  (meters)     416.11   (feet)  ADJUSTED  
 JA1352  ___________________________________________________________________
 JA1352  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JA1352  DYNAMIC HT  -         126.752 (meters)     415.85  (feet)  COMP
 JA1352  MODELED GRAV-     980,005.5   (mgal)                       NAVD 88
 JA1352
 JA1352  VERT ORDER  -  FIRST     CLASS II
 JA1352
 JA1352.The horizontal coordinates were scaled from a topographic map and have
 JA1352.an estimated accuracy of +/- 6 seconds.
 JA1352
 JA1352.The orthometric height was determined by differential leveling
 JA1352.and adjusted by the National Geodetic Survey in June 1991..
 JA1352
 JA1352.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1352.See file dsdata.txt to determine how the superseded data were derived.
 JA1352
 JA1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH453705(NAD 83)
 JA1352_MARKER: DB = BENCH MARK DISK
 JA1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1352_STAMPING: C 285 1954
 JA1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1352+STABILITY: SURFACE MOTION
 JA1352
 JA1352  HISTORY     - Date     Condition        Report By
 JA1352  HISTORY     - 1954     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1117 ***********************************************************************
 ME1117  DESIGNATION -  C 286
 ME1117  PID         -  ME1117
 ME1117  STATE/COUNTY-  IN/NEWTON
 ME1117  USGS QUAD   -  SCHNEIDER (1992)
 ME1117
 ME1117                         *CURRENT SURVEY CONTROL
 ME1117  ___________________________________________________________________
 ME1117* NAD 83(1986)-  41 08 42.     (N)    087 27 39.     (W)     SCALED    
 ME1117* NAVD 88     -       196.187  (meters)     643.66   (feet)  ADJUSTED  
 ME1117  ___________________________________________________________________
 ME1117  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 ME1117  DYNAMIC HT  -         196.104 (meters)     643.38  (feet)  COMP
 ME1117  MODELED GRAV-     980,196.9   (mgal)                       NAVD 88
 ME1117
 ME1117  VERT ORDER  -  SECOND    CLASS 0
 ME1117
 ME1117.The horizontal coordinates were scaled from a topographic map and have
 ME1117.an estimated accuracy of +/- 6 seconds.
 ME1117
 ME1117.The orthometric height was determined by differential leveling
 ME1117.and adjusted by the National Geodetic Survey in June 1991..
 ME1117
 ME1117.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1117.See file dsdata.txt to determine how the superseded data were derived.
 ME1117
 ME1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL613549(NAD 83)
 ME1117_MARKER: DB = BENCH MARK DISK
 ME1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1117_STAMPING: C 286 1954
 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 = OCTOBER  6, 2006
 LB1437 ***********************************************************************
 LB1437  DESIGNATION -  C 29
 LB1437  PID         -  LB1437
 LB1437  STATE/COUNTY-  IN/JASPER
 LB1437  USGS QUAD   -  REMINGTON (1980)
 LB1437
 LB1437                         *CURRENT SURVEY CONTROL
 LB1437  ___________________________________________________________________
 LB1437* NAD 83(1986)-  40 45 38.     (N)    087 09 02.     (W)     SCALED    
 LB1437* NAVD 88     -       223.740  (meters)     734.05   (feet)  ADJUSTED  
 LB1437  ___________________________________________________________________
 LB1437  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 LB1437  DYNAMIC HT  -         223.638 (meters)     733.72  (feet)  COMP
 LB1437  MODELED GRAV-     980,160.7   (mgal)                       NAVD 88
 LB1437
 LB1437  VERT ORDER  -  SECOND    CLASS 0
 LB1437
 LB1437.The horizontal coordinates were scaled from a topographic map and have
 LB1437.an estimated accuracy of +/- 6 seconds.
 LB1437
 LB1437.The orthometric height was determined by differential leveling
 LB1437.and adjusted by the National Geodetic Survey in June 1991..
 LB1437
 LB1437.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1437.See file dsdata.txt to determine how the superseded data were derived.
 LB1437
 LB1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL872121(NAD 83)
 LB1437_MARKER: DB = BENCH MARK DISK
 LB1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1437_STAMPING: C 29 1934
 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   NGS
 LB1437
 LB1437                          STATION DESCRIPTION
 LB1437
 LB1437'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA0616 ***********************************************************************
 HA0616  DESIGNATION -  C 291
 HA0616  PID         -  HA0616
 HA0616  STATE/COUNTY-  IN/WARRICK
 HA0616  USGS QUAD   -  YANKEETOWN (1983)
 HA0616
 HA0616                         *CURRENT SURVEY CONTROL
 HA0616  ___________________________________________________________________
 HA0616* NAD 83(1986)-  37 54 20.     (N)    087 19 05.     (W)     SCALED    
 HA0616* NAVD 88     -       112.099  (meters)     367.78   (feet)  ADJUSTED  
 HA0616  ___________________________________________________________________
 HA0616  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 HA0616  DYNAMIC HT  -         112.022 (meters)     367.53  (feet)  COMP
 HA0616  MODELED GRAV-     979,939.1   (mgal)                       NAVD 88
 HA0616
 HA0616  VERT ORDER  -  FIRST     CLASS II
 HA0616
 HA0616.The horizontal coordinates were scaled from a topographic map and have
 HA0616.an estimated accuracy of +/- 6 seconds.
 HA0616
 HA0616.The orthometric height was determined by differential leveling
 HA0616.and adjusted by the National Geodetic Survey in June 1991..
 HA0616
 HA0616.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0616.See file dsdata.txt to determine how the superseded data were derived.
 HA0616
 HA0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG720953(NAD 83)
 HA0616_MARKER: DB = BENCH MARK DISK
 HA0616_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HA0616_SP_SET: 64 FEET
 HA0616_STAMPING: C 291 1962
 HA0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0616
 HA0616  HISTORY     - Date     Condition        Report By
 HA0616  HISTORY     - 1962     MONUMENTED       CGS
 HA0616  HISTORY     - 1965     GOOD             NGS
 HA0616
 HA0616                          STATION DESCRIPTION
 HA0616
 HA0616'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1307 ***********************************************************************
 JA1307  DESIGNATION -  C 292
 JA1307  PID         -  JA1307
 JA1307  STATE/COUNTY-  IN/KNOX
 JA1307  USGS QUAD   -  RUSSELLVILLE (1977)
 JA1307
 JA1307                         *CURRENT SURVEY CONTROL
 JA1307  ___________________________________________________________________
 JA1307* NAD 83(1986)-  38 49 48.     (N)    087 31 08.     (W)     SCALED    
 JA1307* NAVD 88     -       127.765  (meters)     419.18   (feet)  ADJUSTED  
 JA1307  ___________________________________________________________________
 JA1307  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 JA1307  DYNAMIC HT  -         127.688 (meters)     418.92  (feet)  COMP
 JA1307  MODELED GRAV-     980,021.3   (mgal)                       NAVD 88
 JA1307
 JA1307  VERT ORDER  -  FIRST     CLASS II
 JA1307
 JA1307.The horizontal coordinates were scaled from a topographic map and have
 JA1307.an estimated accuracy of +/- 6 seconds.
 JA1307
 JA1307.The orthometric height was determined by differential leveling
 JA1307.and adjusted by the National Geodetic Survey in June 1991..
 JA1307
 JA1307.The geoid height was determined by GEOID03.
 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     -   397,720.      862,180.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1307.See file dsdata.txt to determine how the superseded data were derived.
 JA1307
 JA1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH549980(NAD 83)
 JA1307_MARKER: DB = BENCH MARK DISK
 JA1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1307_STAMPING: C 292 1956
 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 = OCTOBER  6, 2006
 KA1109 ***********************************************************************
 KA1109  DESIGNATION -  C 293
 KA1109  PID         -  KA1109
 KA1109  STATE/COUNTY-  IN/VIGO
 KA1109  USGS QUAD   -  TERRE HAUTE (1993)
 KA1109
 KA1109                         *CURRENT SURVEY CONTROL
 KA1109  ___________________________________________________________________
 KA1109* NAD 83(1986)-  39 27 47.     (N)    087 24 58.     (W)     SCALED    
 KA1109* NAVD 88     -       153.433  (meters)     503.39   (feet)  ADJUSTED  
 KA1109  ___________________________________________________________________
 KA1109  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KA1109  DYNAMIC HT  -         153.346 (meters)     503.10  (feet)  COMP
 KA1109  MODELED GRAV-     980,057.6   (mgal)                       NAVD 88
 KA1109
 KA1109  VERT ORDER  -  FIRST     CLASS II
 KA1109
 KA1109.The horizontal coordinates were scaled from a topographic map and have
 KA1109.an estimated accuracy of +/- 6 seconds.
 KA1109
 KA1109.The orthometric height was determined by differential leveling
 KA1109.and adjusted by the National Geodetic Survey in June 1991..
 KA1109
 KA1109.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1109.See file dsdata.txt to determine how the superseded data were derived.
 KA1109
 KA1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ642682(NAD 83)
 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 = OCTOBER  6, 2006
 KA1098 ***********************************************************************
 KA1098  DESIGNATION -  C 294
 KA1098  PID         -  KA1098
 KA1098  STATE/COUNTY-  IN/VIGO
 KA1098  USGS QUAD   -  TERRE HAUTE (1993)
 KA1098
 KA1098                         *CURRENT SURVEY CONTROL
 KA1098  ___________________________________________________________________
 KA1098* NAD 83(1986)-  39 28 21.     (N)    087 25 18.     (W)     SCALED    
 KA1098* NAVD 88     -       150.832  (meters)     494.85   (feet)  ADJUSTED  
 KA1098  ___________________________________________________________________
 KA1098  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KA1098  DYNAMIC HT  -         150.747 (meters)     494.58  (feet)  COMP
 KA1098  MODELED GRAV-     980,058.5   (mgal)                       NAVD 88
 KA1098
 KA1098  VERT ORDER  -  FIRST     CLASS II
 KA1098
 KA1098.The horizontal coordinates were scaled from a topographic map and have
 KA1098.an estimated accuracy of +/- 6 seconds.
 KA1098
 KA1098.The orthometric height was determined by differential leveling
 KA1098.and adjusted by the National Geodetic Survey in June 1991..
 KA1098
 KA1098.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1098.See file dsdata.txt to determine how the superseded data were derived.
 KA1098
 KA1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ637692(NAD 83)
 KA1098_MARKER: DB = BENCH MARK DISK
 KA1098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1098_SP_SET: BRIDGE
 KA1098_STAMPING: C 294 1956
 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 = OCTOBER  6, 2006
 JA1254 ***********************************************************************
 JA1254  DESIGNATION -  C 296
 JA1254  PID         -  JA1254
 JA1254  STATE/COUNTY-  IN/VANDERBURGH
 JA1254  USGS QUAD   -  EVANSVILLE NORTH (1988)
 JA1254
 JA1254                         *CURRENT SURVEY CONTROL
 JA1254  ___________________________________________________________________
 JA1254* NAD 83(1986)-  38 00 16.     (N)    087 32 22.     (W)     SCALED    
 JA1254* NAVD 88     -       118.843  (meters)     389.90   (feet)  POSTED    
 JA1254  ___________________________________________________________________
 JA1254  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 JA1254  DYNAMIC HT  -         118.760 (meters)     389.63  (feet)  COMP
 JA1254  MODELED GRAV-     979,941.0   (mgal)                       NAVD 88
 JA1254
 JA1254  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JA1254
 JA1254.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JA1254.rate of 2.1 thru 3.0 mm/km.
 JA1254
 JA1254.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1254.See file dsdata.txt to determine how the superseded data were derived.
 JA1254
 JA1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH526064(NAD 83)
 JA1254_MARKER: DB = BENCH MARK DISK
 JA1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1254_STAMPING: C 296 1960
 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             NGS
 JA1254  HISTORY     - 19950711 MARK NOT FOUND   USPSQD
 JA1254
 JA1254                          STATION DESCRIPTION
 JA1254
 JA1254'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0914 ***********************************************************************
 KA0914  DESIGNATION -  C 3
 KA0914  PID         -  KA0914
 KA0914  STATE/COUNTY-  IN/VIGO
 KA0914  USGS QUAD   -  ROSEDALE (1983)
 KA0914
 KA0914                         *CURRENT SURVEY CONTROL
 KA0914  ___________________________________________________________________
 KA0914* NAD 83(1986)-  39 32 30.     (N)    087 17 42.     (W)     SCALED    
 KA0914* NAVD 88     -       158.456  (meters)     519.87   (feet)  POSTED    
 KA0914  ___________________________________________________________________
 KA0914  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KA0914  DYNAMIC HT  -         158.370 (meters)     519.59  (feet)  COMP
 KA0914  MODELED GRAV-     980,051.0   (mgal)                       NAVD 88
 KA0914
 KA0914  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KA0914
 KA0914.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KA0914.rate of 0.0 thru 1.0 mm/km.
 KA0914
 KA0914.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA0914
 KA0914.No superseded survey control is available for this station.
 KA0914
 KA0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ746769(NAD 83)
 KA0914_MARKER: DB = BENCH MARK DISK
 KA0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0914_SP_SET: STONE POST
 KA0914_STAMPING: C 3 ELEV 520.173 FT
 KA0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0914+STABILITY: SURFACE MOTION
 KA0914
 KA0914  HISTORY     - Date     Condition        Report By
 KA0914  HISTORY     - UNK      MONUMENTED       CGS
 KA0914  HISTORY     - 1946     MARK NOT FOUND   NGS
 KA0914
 KA0914                          STATION DESCRIPTION
 KA0914
 KA0914'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1186 ***********************************************************************
 LB1186  DESIGNATION -  C 30
 LB1186  PID         -  LB1186
 LB1186  STATE/COUNTY-  IN/WHITE
 LB1186  USGS QUAD   -  MONTICELLO NORTH (1986)
 LB1186
 LB1186                         *CURRENT SURVEY CONTROL
 LB1186  ___________________________________________________________________
 LB1186* NAD 83(1986)-  40 45 16.     (N)    086 52 25.     (W)     SCALED    
 LB1186* NAVD 88     -       210.966  (meters)     692.14   (feet)  ADJUSTED  
 LB1186  ___________________________________________________________________
 LB1186  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 LB1186  DYNAMIC HT  -         210.869 (meters)     691.83  (feet)  COMP
 LB1186  MODELED GRAV-     980,159.3   (mgal)                       NAVD 88
 LB1186
 LB1186  VERT ORDER  -  SECOND    CLASS 0
 LB1186
 LB1186.The horizontal coordinates were scaled from a topographic map and have
 LB1186.an estimated accuracy of +/- 6 seconds.
 LB1186
 LB1186.The orthometric height was determined by differential leveling
 LB1186.and adjusted by the National Geodetic Survey in June 1991..
 LB1186
 LB1186.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1186.See file dsdata.txt to determine how the superseded data were derived.
 LB1186
 LB1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL106115(NAD 83)
 LB1186_MARKER: DB = BENCH MARK DISK
 LB1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1186_STAMPING: C 30 1934
 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             NGS
 LB1186  HISTORY     - 1960     MARK NOT FOUND   USGS
 LB1186
 LB1186                          STATION DESCRIPTION
 LB1186
 LB1186'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0673 ***********************************************************************
 MD0673  DESIGNATION -  C 305
 MD0673  PID         -  MD0673
 MD0673  STATE/COUNTY-  IN/WHITLEY
 MD0673  USGS QUAD   -  COLUMBIA CITY (1981)
 MD0673
 MD0673                         *CURRENT SURVEY CONTROL
 MD0673  ___________________________________________________________________
 MD0673* NAD 83(1986)-  41 08 33.     (N)    085 27 26.     (W)     SCALED    
 MD0673* NAVD 88     -       251.523  (meters)     825.21   (feet)  ADJUSTED  
 MD0673  ___________________________________________________________________
 MD0673  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MD0673  DYNAMIC HT  -         251.426 (meters)     824.89  (feet)  COMP
 MD0673  MODELED GRAV-     980,231.3   (mgal)                       NAVD 88
 MD0673
 MD0673  VERT ORDER  -  FIRST     CLASS I
 MD0673
 MD0673.The horizontal coordinates were scaled from a topographic map and have
 MD0673.an estimated accuracy of +/- 6 seconds.
 MD0673
 MD0673.The orthometric height was determined by differential leveling
 MD0673.and adjusted by the National Geodetic Survey in June 1991..
 MD0673
 MD0673.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0673.See file dsdata.txt to determine how the superseded data were derived.
 MD0673
 MD0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL294557(NAD 83)
 MD0673_MARKER: DB = BENCH MARK DISK
 MD0673_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0673_SP_SET: BRIDGE
 MD0673_STAMPING: C 305 1963
 MD0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0673
 MD0673  HISTORY     - Date     Condition        Report By
 MD0673  HISTORY     - 1963     MONUMENTED       CGS
 MD0673  HISTORY     - 1968     GOOD             NGS
 MD0673  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 MD0673
 MD0673                          STATION DESCRIPTION
 MD0673
 MD0673'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ0582 ***********************************************************************
 JZ0582  DESIGNATION -  C 306
 JZ0582  PID         -  JZ0582
 JZ0582  STATE/COUNTY-  IN/DEARBORN
 JZ0582  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ0582
 JZ0582                         *CURRENT SURVEY CONTROL
 JZ0582  ___________________________________________________________________
 JZ0582* NAD 83(1986)-  39 04 30.     (N)    084 52 15.     (W)     SCALED    
 JZ0582* NAVD 88     -       139.869  (meters)     458.89   (feet)  ADJUSTED  
 JZ0582  ___________________________________________________________________
 JZ0582  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JZ0582  DYNAMIC HT  -         139.781 (meters)     458.60  (feet)  COMP
 JZ0582  MODELED GRAV-     979,998.4   (mgal)                       NAVD 88
 JZ0582
 JZ0582  VERT ORDER  -  FIRST     CLASS II
 JZ0582
 JZ0582.The horizontal coordinates were scaled from a topographic map and have
 JZ0582.an estimated accuracy of +/- 6 seconds.
 JZ0582
 JZ0582.The orthometric height was determined by differential leveling
 JZ0582.and adjusted by the National Geodetic Survey in June 1991..
 JZ0582
 JZ0582.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0582.See file dsdata.txt to determine how the superseded data were derived.
 JZ0582
 JZ0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ841272(NAD 83)
 JZ0582_MARKER: DB = BENCH MARK DISK
 JZ0582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0582_SP_SET: SEWER HEAD WALL
 JZ0582_STAMPING: C 306 1964
 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 = OCTOBER  6, 2006
 KA0442 ***********************************************************************
 KA0442  DESIGNATION -  C 308
 KA0442  PID         -  KA0442
 KA0442  STATE/COUNTY-  IN/MONROE
 KA0442  USGS QUAD   -  BLOOMINGTON (1990)
 KA0442
 KA0442                         *CURRENT SURVEY CONTROL
 KA0442  ___________________________________________________________________
 KA0442* NAD 83(1986)-  39 09 17.     (N)    086 35 07.     (W)     SCALED    
 KA0442* NAVD 88     -       256.568  (meters)     841.76   (feet)  ADJUSTED  
 KA0442  ___________________________________________________________________
 KA0442  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KA0442  DYNAMIC HT  -         256.410 (meters)     841.24  (feet)  COMP
 KA0442  MODELED GRAV-     980,003.9   (mgal)                       NAVD 88
 KA0442
 KA0442  VERT ORDER  -  SECOND    CLASS 0
 KA0442
 KA0442.The horizontal coordinates were scaled from a topographic map and have
 KA0442.an estimated accuracy of +/- 6 seconds.
 KA0442
 KA0442.The orthometric height was determined by differential leveling
 KA0442.and adjusted by the National Geodetic Survey in June 1991..
 KA0442
 KA0442.The geoid height was determined by GEOID03.
 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.      943,050.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0442.See file dsdata.txt to determine how the superseded data were derived.
 KA0442
 KA0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ358340(NAD 83)
 KA0442_MARKER: DB = BENCH MARK DISK
 KA0442_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0442_SP_SET: CULVERT
 KA0442_STAMPING: C 308 1964
 KA0442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JA0643 ***********************************************************************
 JA0643  DESIGNATION -  C 309
 JA0643  PID         -  JA0643
 JA0643  STATE/COUNTY-  IN/LAWRENCE
 JA0643  USGS QUAD   -  GEORGIA (1993)
 JA0643
 JA0643                         *CURRENT SURVEY CONTROL
 JA0643  ___________________________________________________________________
 JA0643* NAD 83(1986)-  38 43 08.     (N)    086 30 44.     (W)     SCALED    
 JA0643* NAVD 88     -       222.344  (meters)     729.47   (feet)  ADJUSTED  
 JA0643  ___________________________________________________________________
 JA0643  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JA0643  DYNAMIC HT  -         222.199 (meters)     729.00  (feet)  COMP
 JA0643  MODELED GRAV-     979,970.0   (mgal)                       NAVD 88
 JA0643
 JA0643  VERT ORDER  -  FIRST     CLASS II
 JA0643
 JA0643.The horizontal coordinates were scaled from a topographic map and have
 JA0643.an estimated accuracy of +/- 6 seconds.
 JA0643
 JA0643.The orthometric height was determined by differential leveling
 JA0643.and adjusted by the National Geodetic Survey in June 1991..
 JA0643
 JA0643.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0643.See file dsdata.txt to determine how the superseded data were derived.
 JA0643
 JA0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH424856(NAD 83)
 JA0643_MARKER: DB = BENCH MARK DISK
 JA0643_SETTING: 66 = SET IN ROCK OUTCROP
 JA0643_SP_SET: ROCK OUTCROP
 JA0643_STAMPING: C 309 1965
 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 = OCTOBER  6, 2006
 LB0742 ***********************************************************************
 LB0742  DESIGNATION -  C 31
 LB0742  PID         -  LB0742
 LB0742  STATE/COUNTY-  IN/TIPPECANOE
 LB0742  USGS QUAD   -  LAFAYETTE WEST (1987)
 LB0742
 LB0742                         *CURRENT SURVEY CONTROL
 LB0742  ___________________________________________________________________
 LB0742* NAD 83(1986)-  40 27 46.     (N)    086 58 51.     (W)     SCALED    
 LB0742* NAVD 88     -       204.350  (meters)     670.44   (feet)  ADJUSTED  
 LB0742  ___________________________________________________________________
 LB0742  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 LB0742  DYNAMIC HT  -         204.251 (meters)     670.11  (feet)  COMP
 LB0742  MODELED GRAV-     980,136.4   (mgal)                       NAVD 88
 LB0742
 LB0742  VERT ORDER  -  SECOND    CLASS 0
 LB0742
 LB0742.The horizontal coordinates were scaled from a topographic map and have
 LB0742.an estimated accuracy of +/- 6 seconds.
 LB0742
 LB0742.The orthometric height was determined by differential leveling
 LB0742.and adjusted by the National Geodetic Survey in June 1991..
 LB0742
 LB0742.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0742.See file dsdata.txt to determine how the superseded data were derived.
 LB0742
 LB0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK016791(NAD 83)
 LB0742_MARKER: DB = BENCH MARK DISK
 LB0742_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0742_SP_SET: STEP
 LB0742_STAMPING: C 31 1934
 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             NGS
 LB0742  HISTORY     - 1950     POOR             USGS
 LB0742
 LB0742                          STATION DESCRIPTION
 LB0742
 LB0742'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0743 ***********************************************************************
 LB0743  DESIGNATION -  C 31 RESET 1938
 LB0743  PID         -  LB0743
 LB0743  STATE/COUNTY-  IN/TIPPECANOE
 LB0743  USGS QUAD   -  LAFAYETTE WEST (1987)
 LB0743
 LB0743                         *CURRENT SURVEY CONTROL
 LB0743  ___________________________________________________________________
 LB0743* NAD 83(1986)-  40 27 46.     (N)    086 58 49.     (W)     SCALED    
 LB0743* NAVD 88     -       206.25   (meters)     676.7    (feet)  RESET     
 LB0743  ___________________________________________________________________
 LB0743  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 LB0743
 LB0743  VERT ORDER  -  THIRD
 LB0743
 LB0743.The horizontal coordinates were scaled from a topographic map and have
 LB0743.an estimated accuracy of +/- 6 seconds.
 LB0743
 LB0743.The orthometric height was computed from unverified reset data.
 LB0743
 LB0743.The geoid height was determined by GEOID03.
 LB0743
 LB0743;                    North         East    Units  Estimated Accuracy
 LB0743;SPC IN W     -   578,910.      908,740.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0743.See file dsdata.txt to determine how the superseded data were derived.
 LB0743
 LB0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK016791(NAD 83)
 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_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 = OCTOBER  6, 2006
 JA0091 ***********************************************************************
 JA0091  DESIGNATION -  C 310
 JA0091  PID         -  JA0091
 JA0091  STATE/COUNTY-  IN/ORANGE
 JA0091  USGS QUAD   -  PAOLI (1993)
 JA0091
 JA0091                         *CURRENT SURVEY CONTROL
 JA0091  ___________________________________________________________________
 JA0091* NAD 83(1986)-  38 34 44.     (N)    086 27 36.     (W)     SCALED    
 JA0091* NAVD 88     -       241.558  (meters)     792.51   (feet)  ADJUSTED  
 JA0091  ___________________________________________________________________
 JA0091  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JA0091  DYNAMIC HT  -         241.393 (meters)     791.97  (feet)  COMP
 JA0091  MODELED GRAV-     979,941.9   (mgal)                       NAVD 88
 JA0091
 JA0091  VERT ORDER  -  FIRST     CLASS II
 JA0091
 JA0091.The horizontal coordinates were scaled from a topographic map and have
 JA0091.an estimated accuracy of +/- 6 seconds.
 JA0091
 JA0091.The orthometric height was determined by differential leveling
 JA0091.and adjusted by the National Geodetic Survey in June 1991..
 JA0091
 JA0091.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0091.See file dsdata.txt to determine how the superseded data were derived.
 JA0091
 JA0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH470701(NAD 83)
 JA0091_MARKER: DB = BENCH MARK DISK
 JA0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0091_STAMPING: C 310 1965
 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 = OCTOBER  6, 2006
 JA0693 ***********************************************************************
 JA0693  DESIGNATION -  C 311
 JA0693  PID         -  JA0693
 JA0693  STATE/COUNTY-  IN/MARTIN
 JA0693  USGS QUAD   -  SHOALS (1993)
 JA0693
 JA0693                         *CURRENT SURVEY CONTROL
 JA0693  ___________________________________________________________________
 JA0693* NAD 83(1986)-  38 39 57.     (N)    086 47 29.     (W)     SCALED    
 JA0693* NAVD 88     -       148.571  (meters)     487.44   (feet)  ADJUSTED  
 JA0693  ___________________________________________________________________
 JA0693  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 JA0693  DYNAMIC HT  -         148.474 (meters)     487.12  (feet)  COMP
 JA0693  MODELED GRAV-     979,976.8   (mgal)                       NAVD 88
 JA0693
 JA0693  VERT ORDER  -  FIRST     CLASS II
 JA0693
 JA0693.The horizontal coordinates were scaled from a topographic map and have
 JA0693.an estimated accuracy of +/- 6 seconds.
 JA0693
 JA0693.The orthometric height was determined by differential leveling
 JA0693.and adjusted by the National Geodetic Survey in June 1991..
 JA0693
 JA0693.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0693.See file dsdata.txt to determine how the superseded data were derived.
 JA0693
 JA0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH181797(NAD 83)
 JA0693_MARKER: DB = BENCH MARK DISK
 JA0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0693_STAMPING: C 311 1965
 JA0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0693+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 JA0830 ***********************************************************************
 JA0830  DESIGNATION -  C 312
 JA0830  PID         -  JA0830
 JA0830  STATE/COUNTY-  IN/DAVIESS
 JA0830  USGS QUAD   -  WASHINGTON (1980)
 JA0830
 JA0830                         *CURRENT SURVEY CONTROL
 JA0830  ___________________________________________________________________
 JA0830* NAD 83(1986)-  38 41 03.     (N)    087 07 44.     (W)     SCALED    
 JA0830* NAVD 88     -       148.493  (meters)     487.18   (feet)  ADJUSTED  
 JA0830  ___________________________________________________________________
 JA0830  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JA0830  DYNAMIC HT  -         148.399 (meters)     486.87  (feet)  COMP
 JA0830  MODELED GRAV-     979,993.0   (mgal)                       NAVD 88
 JA0830
 JA0830  VERT ORDER  -  FIRST     CLASS II
 JA0830
 JA0830.The horizontal coordinates were scaled from a topographic map and have
 JA0830.an estimated accuracy of +/- 6 seconds.
 JA0830
 JA0830.The orthometric height was determined by differential leveling
 JA0830.and adjusted by the National Geodetic Survey in June 1991..
 JA0830
 JA0830.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0830.See file dsdata.txt to determine how the superseded data were derived.
 JA0830
 JA0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH887817(NAD 83)
 JA0830_MARKER: DB = BENCH MARK DISK
 JA0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0830_STAMPING: C 312 1965
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1965
 JA0830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0429 ***********************************************************************
 JA0429  DESIGNATION -  C 313
 JA0429  PID         -  JA0429
 JA0429  STATE/COUNTY-  IN/CRAWFORD
 JA0429  USGS QUAD   -  BEECHWOOD (1993)
 JA0429
 JA0429                         *CURRENT SURVEY CONTROL
 JA0429  ___________________________________________________________________
 JA0429* NAD 83(1986)-  38 12 03.     (N)    086 23 16.     (W)     SCALED    
 JA0429* NAVD 88     -       195.538  (meters)     641.53   (feet)  ADJUSTED  
 JA0429  ___________________________________________________________________
 JA0429  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JA0429  DYNAMIC HT  -         195.400 (meters)     641.07  (feet)  COMP
 JA0429  MODELED GRAV-     979,917.0   (mgal)                       NAVD 88
 JA0429
 JA0429  VERT ORDER  -  FIRST     CLASS II
 JA0429
 JA0429.The horizontal coordinates were scaled from a topographic map and have
 JA0429.an estimated accuracy of +/- 6 seconds.
 JA0429
 JA0429.The orthometric height was determined by differential leveling
 JA0429.and adjusted by the National Geodetic Survey in June 1991..
 JA0429
 JA0429.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0429.See file dsdata.txt to determine how the superseded data were derived.
 JA0429
 JA0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH536282(NAD 83)
 JA0429_MARKER: DB = BENCH MARK DISK
 JA0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0429_STAMPING: C 313 1965
 JA0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0429+STABILITY: SURFACE MOTION
 JA0429
 JA0429  HISTORY     - Date     Condition        Report By
 JA0429  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0848 ***********************************************************************
 JA0848  DESIGNATION -  C 314
 JA0848  PID         -  JA0848
 JA0848  STATE/COUNTY-  IN/DAVIESS
 JA0848  USGS QUAD   -  WASHINGTON (1980)
 JA0848
 JA0848                         *CURRENT SURVEY CONTROL
 JA0848  ___________________________________________________________________
 JA0848* NAD 83(1986)-  38 39 33.     (N)    087 13 22.     (W)     SCALED    
 JA0848* NAVD 88     -       138.323  (meters)     453.81   (feet)  ADJUSTED  
 JA0848  ___________________________________________________________________
 JA0848  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 JA0848  DYNAMIC HT  -         138.236 (meters)     453.53  (feet)  COMP
 JA0848  MODELED GRAV-     979,991.7   (mgal)                       NAVD 88
 JA0848
 JA0848  VERT ORDER  -  FIRST     CLASS II
 JA0848
 JA0848.The horizontal coordinates were scaled from a topographic map and have
 JA0848.an estimated accuracy of +/- 6 seconds.
 JA0848
 JA0848.The orthometric height was determined by differential leveling
 JA0848.and adjusted by the National Geodetic Survey in June 1991..
 JA0848.WARNING-Repeat measurements at this control monument indicate possible
 JA0848.vertical movement.
 JA0848
 JA0848.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0848.See file dsdata.txt to determine how the superseded data were derived.
 JA0848
 JA0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH806789(NAD 83)
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 JA1099 ***********************************************************************
 JA1099  DESIGNATION -  C 315
 JA1099  PID         -  JA1099
 JA1099  STATE/COUNTY-  IN/PIKE
 JA1099  USGS QUAD   -  MONROE CITY (1980)
 JA1099
 JA1099                         *CURRENT SURVEY CONTROL
 JA1099  ___________________________________________________________________
 JA1099* NAD 83(1986)-  38 30 03.     (N)    087 16 48.     (W)     SCALED    
 JA1099* NAVD 88     -       141.452  (meters)     464.08   (feet)  ADJUSTED  
 JA1099  ___________________________________________________________________
 JA1099  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JA1099  DYNAMIC HT  -         141.360 (meters)     463.78  (feet)  COMP
 JA1099  MODELED GRAV-     979,974.8   (mgal)                       NAVD 88
 JA1099
 JA1099  VERT ORDER  -  FIRST     CLASS II
 JA1099
 JA1099.The horizontal coordinates were scaled from a topographic map and have
 JA1099.an estimated accuracy of +/- 6 seconds.
 JA1099
 JA1099.The orthometric height was determined by differential leveling
 JA1099.and adjusted by the National Geodetic Survey in June 1991..
 JA1099
 JA1099.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1099.See file dsdata.txt to determine how the superseded data were derived.
 JA1099
 JA1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH755614(NAD 83)
 JA1099_MARKER: DB = BENCH MARK DISK
 JA1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1099_STAMPING: C 315 1965
 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 = OCTOBER  6, 2006
 JA1065 ***********************************************************************
 JA1065  DESIGNATION -  C 316
 JA1065  PID         -  JA1065
 JA1065  STATE/COUNTY-  IN/GIBSON
 JA1065  USGS QUAD   -  OAKLAND CITY (1980)
 JA1065
 JA1065                         *CURRENT SURVEY CONTROL
 JA1065  ___________________________________________________________________
 JA1065* NAD 83(1986)-  38 18 15.     (N)    087 21 54.     (W)     SCALED    
 JA1065* NAVD 88     -       135.682  (meters)     445.15   (feet)  ADJUSTED  
 JA1065  ___________________________________________________________________
 JA1065  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 JA1065  DYNAMIC HT  -         135.592 (meters)     444.85  (feet)  COMP
 JA1065  MODELED GRAV-     979,963.2   (mgal)                       NAVD 88
 JA1065
 JA1065  VERT ORDER  -  FIRST     CLASS II
 JA1065
 JA1065.The horizontal coordinates were scaled from a topographic map and have
 JA1065.an estimated accuracy of +/- 6 seconds.
 JA1065
 JA1065.The orthometric height was determined by differential leveling
 JA1065.and adjusted by the National Geodetic Survey in June 1991..
 JA1065
 JA1065.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1065.See file dsdata.txt to determine how the superseded data were derived.
 JA1065
 JA1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH680396(NAD 83)
 JA1065_MARKER: DB = BENCH MARK DISK
 JA1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1065_STAMPING: C 316 1965
 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 = OCTOBER  6, 2006
 JA0591 ***********************************************************************
 JA0591  DESIGNATION -  C 317
 JA0591  PID         -  JA0591
 JA0591  STATE/COUNTY-  IN/DUBOIS
 JA0591  USGS QUAD   -  HUNTINGBURG (1990)
 JA0591
 JA0591                         *CURRENT SURVEY CONTROL
 JA0591  ___________________________________________________________________
 JA0591* NAD 83(1986)-  38 17 55.     (N)    086 56 59.     (W)     SCALED    
 JA0591* NAVD 88     -       144.343  (meters)     473.57   (feet)  ADJUSTED  
 JA0591  ___________________________________________________________________
 JA0591  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JA0591  DYNAMIC HT  -         144.246 (meters)     473.25  (feet)  COMP
 JA0591  MODELED GRAV-     979,955.7   (mgal)                       NAVD 88
 JA0591
 JA0591  VERT ORDER  -  FIRST     CLASS II
 JA0591
 JA0591.The horizontal coordinates were scaled from a topographic map and have
 JA0591.an estimated accuracy of +/- 6 seconds.
 JA0591
 JA0591.The orthometric height was determined by differential leveling
 JA0591.and adjusted by the National Geodetic Survey in June 1991..
 JA0591
 JA0591.The geoid height was determined by GEOID03.
 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     -   338,650.      911,690.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0591.See file dsdata.txt to determine how the superseded data were derived.
 JA0591
 JA0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH043389(NAD 83)
 JA0591_MARKER: DB = BENCH MARK DISK
 JA0591_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0591_SP_SET: CULVERT
 JA0591_STAMPING: C 317 1965
 JA0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0591
 JA0591  HISTORY     - Date     Condition        Report By
 JA0591  HISTORY     - 1965     MONUMENTED       CGS
 JA0591  HISTORY     - 1965     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1965
 JA0591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA0562 ***********************************************************************
 HA0562  DESIGNATION -  C 318
 HA0562  PID         -  HA0562
 HA0562  STATE/COUNTY-  IN/SPENCER
 HA0562  USGS QUAD   -  ROCKPORT (1982)
 HA0562
 HA0562                         *CURRENT SURVEY CONTROL
 HA0562  ___________________________________________________________________
 HA0562* NAD 83(1986)-  37 58 27.     (N)    087 02 19.     (W)     SCALED    
 HA0562* NAVD 88     -       122.329  (meters)     401.34   (feet)  ADJUSTED  
 HA0562  ___________________________________________________________________
 HA0562  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 HA0562  DYNAMIC HT  -         122.247 (meters)     401.07  (feet)  COMP
 HA0562  MODELED GRAV-     979,961.0   (mgal)                       NAVD 88
 HA0562
 HA0562  VERT ORDER  -  FIRST     CLASS II
 HA0562
 HA0562.The horizontal coordinates were scaled from a topographic map and have
 HA0562.an estimated accuracy of +/- 6 seconds.
 HA0562
 HA0562.The orthometric height was determined by differential leveling
 HA0562.and adjusted by the National Geodetic Survey in June 1991..
 HA0562
 HA0562.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0562.See file dsdata.txt to determine how the superseded data were derived.
 HA0562
 HA0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH966029(NAD 83)
 HA0562_MARKER: DB = BENCH MARK DISK
 HA0562_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HA0562_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HA0562_STAMPING: C 318 1965
 HA0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0562
 HA0562  HISTORY     - Date     Condition        Report By
 HA0562  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1013 ***********************************************************************
 JZ1013  DESIGNATION -  C 319
 JZ1013  PID         -  JZ1013
 JZ1013  STATE/COUNTY-  IN/OHIO
 JZ1013  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ1013
 JZ1013                         *CURRENT SURVEY CONTROL
 JZ1013  ___________________________________________________________________
 JZ1013* NAD 83(1986)-  39 00 03.     (N)    084 51 50.     (W)     SCALED    
 JZ1013* NAVD 88     -       154.351  (meters)     506.40   (feet)  ADJUSTED  
 JZ1013  ___________________________________________________________________
 JZ1013  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ1013  DYNAMIC HT  -         154.254 (meters)     506.08  (feet)  COMP
 JZ1013  MODELED GRAV-     979,997.8   (mgal)                       NAVD 88
 JZ1013
 JZ1013  VERT ORDER  -  FIRST     CLASS II
 JZ1013
 JZ1013.The horizontal coordinates were scaled from a topographic map and have
 JZ1013.an estimated accuracy of +/- 6 seconds.
 JZ1013
 JZ1013.The orthometric height was determined by differential leveling
 JZ1013.and adjusted by the National Geodetic Survey in June 1991..
 JZ1013
 JZ1013.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1013.See file dsdata.txt to determine how the superseded data were derived.
 JZ1013
 JZ1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ849190(NAD 83)
 JZ1013_MARKER: DB = BENCH MARK DISK
 JZ1013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1013_SP_SET: BRIDGE
 JZ1013_STAMPING: C 319 1965
 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 = OCTOBER  6, 2006
 HZ1023 ***********************************************************************
 HZ1023  DESIGNATION -  C 320
 HZ1023  PID         -  HZ1023
 HZ1023  STATE/COUNTY-  IN/SWITZERLAND
 HZ1023  USGS QUAD   -  VEVAY NORTH (1994)
 HZ1023
 HZ1023                         *CURRENT SURVEY CONTROL
 HZ1023  ___________________________________________________________________
 HZ1023* NAD 83(1986)-  38 45 52.     (N)    085 01 24.     (W)     SCALED    
 HZ1023* NAVD 88     -       140.142  (meters)     459.78   (feet)  ADJUSTED  
 HZ1023  ___________________________________________________________________
 HZ1023  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ1023  DYNAMIC HT  -         140.052 (meters)     459.49  (feet)  COMP
 HZ1023  MODELED GRAV-     979,987.0   (mgal)                       NAVD 88
 HZ1023
 HZ1023  VERT ORDER  -  FIRST     CLASS II
 HZ1023
 HZ1023.The horizontal coordinates were scaled from a topographic map and have
 HZ1023.an estimated accuracy of +/- 6 seconds.
 HZ1023
 HZ1023.The orthometric height was determined by differential leveling
 HZ1023.and adjusted by the National Geodetic Survey in June 1991..
 HZ1023
 HZ1023.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1023.See file dsdata.txt to determine how the superseded data were derived.
 HZ1023
 HZ1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH717924(NAD 83)
 HZ1023_MARKER: DB = BENCH MARK DISK
 HZ1023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1023_SP_SET: BRIDGE
 HZ1023_STAMPING: C 320 1965
 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 = OCTOBER  6, 2006
 HZ1059 ***********************************************************************
 HZ1059  DESIGNATION -  C 321
 HZ1059  PID         -  HZ1059
 HZ1059  STATE/COUNTY-  IN/JEFFERSON
 HZ1059  USGS QUAD   -  MADISON WEST (1993)
 HZ1059
 HZ1059                         *CURRENT SURVEY CONTROL
 HZ1059  ___________________________________________________________________
 HZ1059* NAD 83(1986)-  38 44 10.     (N)    085 27 01.     (W)     SCALED    
 HZ1059* NAVD 88     -       247.993  (meters)     813.62   (feet)  ADJUSTED  
 HZ1059  ___________________________________________________________________
 HZ1059  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ1059  DYNAMIC HT  -         247.830 (meters)     813.09  (feet)  COMP
 HZ1059  MODELED GRAV-     979,967.6   (mgal)                       NAVD 88
 HZ1059
 HZ1059  VERT ORDER  -  FIRST     CLASS II
 HZ1059
 HZ1059.The horizontal coordinates were scaled from a topographic map and have
 HZ1059.an estimated accuracy of +/- 6 seconds.
 HZ1059
 HZ1059.The orthometric height was determined by differential leveling
 HZ1059.and adjusted by the National Geodetic Survey in June 1991..
 HZ1059
 HZ1059.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1059.See file dsdata.txt to determine how the superseded data were derived.
 HZ1059
 HZ1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH346886(NAD 83)
 HZ1059_MARKER: DB = BENCH MARK DISK
 HZ1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1059_STAMPING: C 321 1965
 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 = OCTOBER  6, 2006
 HZ1607 ***********************************************************************
 HZ1607  DESIGNATION -  C 322
 HZ1607  PID         -  HZ1607
 HZ1607  STATE/COUNTY-  IN/CLARK
 HZ1607  USGS QUAD   -  OWEN (1983)
 HZ1607
 HZ1607                         *CURRENT SURVEY CONTROL
 HZ1607  ___________________________________________________________________
 HZ1607* NAD 83(1986)-  38 29 14.     (N)    085 34 45.     (W)     SCALED    
 HZ1607* NAVD 88     -       200.115  (meters)     656.54   (feet)  ADJUSTED  
 HZ1607  ___________________________________________________________________
 HZ1607  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 HZ1607  DYNAMIC HT  -         199.980 (meters)     656.10  (feet)  COMP
 HZ1607  MODELED GRAV-     979,953.6   (mgal)                       NAVD 88
 HZ1607
 HZ1607  VERT ORDER  -  FIRST     CLASS II
 HZ1607
 HZ1607.The horizontal coordinates were scaled from a topographic map and have
 HZ1607.an estimated accuracy of +/- 6 seconds.
 HZ1607
 HZ1607.The orthometric height was determined by differential leveling
 HZ1607.and adjusted by the National Geodetic Survey in June 1991..
 HZ1607
 HZ1607.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1607.See file dsdata.txt to determine how the superseded data were derived.
 HZ1607
 HZ1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH239608(NAD 83)
 HZ1607_MARKER: DB = BENCH MARK DISK
 HZ1607_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HZ1607_SP_SET: 13 FEET
 HZ1607_STAMPING: C 322 1965
 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 = OCTOBER  6, 2006
 HZ1569 ***********************************************************************
 HZ1569  DESIGNATION -  C 323
 HZ1569  PID         -  HZ1569
 HZ1569  STATE/COUNTY-  IN/FLOYD
 HZ1569  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ1569
 HZ1569                         *CURRENT SURVEY CONTROL
 HZ1569  ___________________________________________________________________
 HZ1569* NAD 83(1986)-  38 14 25.     (N)    085 51 00.     (W)     SCALED    
 HZ1569* NAVD 88     -       134.618  (meters)     441.66   (feet)  ADJUSTED  
 HZ1569  ___________________________________________________________________
 HZ1569  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 HZ1569  DYNAMIC HT  -         134.527 (meters)     441.36  (feet)  COMP
 HZ1569  MODELED GRAV-     979,950.7   (mgal)                       NAVD 88
 HZ1569
 HZ1569  VERT ORDER  -  FIRST     CLASS II
 HZ1569
 HZ1569.The horizontal coordinates were scaled from a topographic map and have
 HZ1569.an estimated accuracy of +/- 6 seconds.
 HZ1569
 HZ1569.The orthometric height was determined by differential leveling
 HZ1569.and adjusted by the National Geodetic Survey in June 1991..
 HZ1569
 HZ1569.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1569.See file dsdata.txt to determine how the superseded data were derived.
 HZ1569
 HZ1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH006331(NAD 83)
 HZ1569_MARKER: DB = BENCH MARK DISK
 HZ1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1569_STAMPING: C 323 1965
 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 = OCTOBER  6, 2006
 JA0445 ***********************************************************************
 JA0445  DESIGNATION -  C 324
 JA0445  PID         -  JA0445
 JA0445  STATE/COUNTY-  IN/HARRISON
 JA0445  USGS QUAD   -  LACONIA (1994)
 JA0445
 JA0445                         *CURRENT SURVEY CONTROL
 JA0445  ___________________________________________________________________
 JA0445* NAD 83(1986)-  38 01 26.     (N)    086 02 21.     (W)     SCALED    
 JA0445* NAVD 88     -       144.117  (meters)     472.82   (feet)  ADJUSTED  
 JA0445  ___________________________________________________________________
 JA0445  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JA0445  DYNAMIC HT  -         144.015 (meters)     472.49  (feet)  COMP
 JA0445  MODELED GRAV-     979,915.0   (mgal)                       NAVD 88
 JA0445
 JA0445  VERT ORDER  -  FIRST     CLASS II
 JA0445
 JA0445.The horizontal coordinates were scaled from a topographic map and have
 JA0445.an estimated accuracy of +/- 6 seconds.
 JA0445
 JA0445.The orthometric height was determined by differential leveling
 JA0445.and adjusted by the National Geodetic Survey in June 1991..
 JA0445
 JA0445.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0445.See file dsdata.txt to determine how the superseded data were derived.
 JA0445
 JA0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH843089(NAD 83)
 JA0445_MARKER: DB = BENCH MARK DISK
 JA0445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0445_SP_SET: BRIDGE
 JA0445_STAMPING: C 324 1965
 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 = OCTOBER  6, 2006
 HA1110 ***********************************************************************
 HA1110  DESIGNATION -  C 325
 HA1110  PID         -  HA1110
 HA1110  STATE/COUNTY-  IN/VANDERBURGH
 HA1110  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1110
 HA1110                         *CURRENT SURVEY CONTROL
 HA1110  ___________________________________________________________________
 HA1110* NAD 83(1986)-  37 58 42.     (N)    087 36 12.     (W)     SCALED    
 HA1110* NAVD 88     -       117.534  (meters)     385.61   (feet)  ADJUSTED  
 HA1110  ___________________________________________________________________
 HA1110  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HA1110  DYNAMIC HT  -         117.453 (meters)     385.34  (feet)  COMP
 HA1110  MODELED GRAV-     979,936.0   (mgal)                       NAVD 88
 HA1110
 HA1110  VERT ORDER  -  FIRST     CLASS II
 HA1110
 HA1110.The horizontal coordinates were scaled from a topographic map and have
 HA1110.an estimated accuracy of +/- 6 seconds.
 HA1110
 HA1110.The orthometric height was determined by differential leveling
 HA1110.and adjusted by the National Geodetic Survey in June 1991..
 HA1110
 HA1110.The geoid height was determined by GEOID03.
 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     -   303,220.      854,320.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1110.See file dsdata.txt to determine how the superseded data were derived.
 HA1110
 HA1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH470035(NAD 83)
 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
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA0707 ***********************************************************************
 HA0707  DESIGNATION -  C 326
 HA0707  PID         -  HA0707
 HA0707  STATE/COUNTY-  IN/VANDERBURGH
 HA0707  USGS QUAD   -  NEWBURGH (1980)
 HA0707
 HA0707                         *CURRENT SURVEY CONTROL
 HA0707  ___________________________________________________________________
 HA0707* NAD 83(1986)-  37 56 49.     (N)    087 28 19.     (W)     SCALED    
 HA0707* NAVD 88     -       118.768  (meters)     389.66   (feet)  ADJUSTED  
 HA0707  ___________________________________________________________________
 HA0707  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 HA0707  DYNAMIC HT  -         118.687 (meters)     389.39  (feet)  COMP
 HA0707  MODELED GRAV-     979,943.3   (mgal)                       NAVD 88
 HA0707
 HA0707  VERT ORDER  -  FIRST     CLASS II
 HA0707
 HA0707.The horizontal coordinates were scaled from a topographic map and have
 HA0707.an estimated accuracy of +/- 6 seconds.
 HA0707
 HA0707.The orthometric height was determined by differential leveling
 HA0707.and adjusted by the National Geodetic Survey in June 1991..
 HA0707
 HA0707.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0707.See file dsdata.txt to determine how the superseded data were derived.
 HA0707
 HA0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH585000(NAD 83)
 HA0707_MARKER: DB = BENCH MARK DISK
 HA0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0707_STAMPING: C 326 1965
 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 = OCTOBER  6, 2006
 JA0505 ***********************************************************************
 JA0505  DESIGNATION -  C 327
 JA0505  PID         -  JA0505
 JA0505  STATE/COUNTY-  IN/CRAWFORD
 JA0505  USGS QUAD   -  BEECHWOOD (1993)
 JA0505
 JA0505                         *CURRENT SURVEY CONTROL
 JA0505  ___________________________________________________________________
 JA0505* NAD 83(1986)-  38 12 27.     (N)    086 28 36.     (W)     SCALED    
 JA0505* NAVD 88     -       132.834  (meters)     435.81   (feet)  ADJUSTED  
 JA0505  ___________________________________________________________________
 JA0505  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JA0505  DYNAMIC HT  -         132.740 (meters)     435.50  (feet)  COMP
 JA0505  MODELED GRAV-     979,917.0   (mgal)                       NAVD 88
 JA0505
 JA0505  VERT ORDER  -  FIRST     CLASS II
 JA0505
 JA0505.The horizontal coordinates were scaled from a topographic map and have
 JA0505.an estimated accuracy of +/- 6 seconds.
 JA0505
 JA0505.The orthometric height was determined by differential leveling
 JA0505.and adjusted by the National Geodetic Survey in June 1991..
 JA0505
 JA0505.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0505.See file dsdata.txt to determine how the superseded data were derived.
 JA0505
 JA0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH458289(NAD 83)
 JA0505_MARKER: DB = BENCH MARK DISK
 JA0505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0505_SP_SET: BRIDGE
 JA0505_STAMPING: C 327 1965
 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 = OCTOBER  6, 2006
 JA0543 ***********************************************************************
 JA0543  DESIGNATION -  C 328
 JA0543  PID         -  JA0543
 JA0543  STATE/COUNTY-  IN/CRAWFORD
 JA0543  USGS QUAD   -  BIRDSEYE (1993)
 JA0543
 JA0543                         *CURRENT SURVEY CONTROL
 JA0543  ___________________________________________________________________
 JA0543* NAD 83(1986)-  38 19 31.     (N)    086 39 56.     (W)     SCALED    
 JA0543* NAVD 88     -       221.897  (meters)     728.01   (feet)  ADJUSTED  
 JA0543  ___________________________________________________________________
 JA0543  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 JA0543  DYNAMIC HT  -         221.744 (meters)     727.51  (feet)  COMP
 JA0543  MODELED GRAV-     979,936.1   (mgal)                       NAVD 88
 JA0543
 JA0543  VERT ORDER  -  FIRST     CLASS II
 JA0543
 JA0543.The horizontal coordinates were scaled from a topographic map and have
 JA0543.an estimated accuracy of +/- 6 seconds.
 JA0543
 JA0543.The orthometric height was determined by differential leveling
 JA0543.and adjusted by the National Geodetic Survey in June 1991..
 JA0543
 JA0543.The geoid height was determined by GEOID03.
 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     -   341,680.      936,530.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0543.See file dsdata.txt to determine how the superseded data were derived.
 JA0543
 JA0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH292419(NAD 83)
 JA0543_MARKER: DB = BENCH MARK DISK
 JA0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0543_STAMPING: C 328 1965
 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
 JA0543'AT BIRDSEYE, THENCE 1.7 MILES EAST ALONG THE SOUTHERN RAILWAY,
 JA0543'IN SECTION 19, T 2 S, R 2 W, 2 1/2 RAILS WEST OF THE WEST END
 JA0543'OF A RAILROAD TRESTLE WHICH SERVES AS AN OVERPASS FOR A GRAVELED
 JA0543'ROAD, 90 FEET SOUTHEAST AND ACROSS THE TRACK FROM TELEPHONE POLE
 JA0543'NUMBER 71-B, 29 FEET SOUTH OF THE SOUTH RAIL, IN LINE WITH A ROW
 JA0543'OF SMALL TREES, 26 FEET WEST OF A 12-INCH OAK TREE, 1.5 FEET
 JA0543'NORTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF
 JA0543'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA0543'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA0742 ***********************************************************************
 HA0742  DESIGNATION -  C 329
 HA0742  PID         -  HA0742
 HA0742  STATE/COUNTY-  IN/SPENCER
 HA0742  USGS QUAD   -  ROCKPORT (1982)
 HA0742
 HA0742                         *CURRENT SURVEY CONTROL
 HA0742  ___________________________________________________________________
 HA0742* NAD 83(1986)-  37 53 59.     (N)    087 05 30.     (W)     SCALED    
 HA0742* NAVD 88     -       122.105  (meters)     400.61   (feet)  ADJUSTED  
 HA0742  ___________________________________________________________________
 HA0742  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 HA0742  DYNAMIC HT  -         122.023 (meters)     400.34  (feet)  COMP
 HA0742  MODELED GRAV-     979,954.8   (mgal)                       NAVD 88
 HA0742
 HA0742  VERT ORDER  -  FIRST     CLASS II
 HA0742
 HA0742.The horizontal coordinates were scaled from a topographic map and have
 HA0742.an estimated accuracy of +/- 6 seconds.
 HA0742
 HA0742.The orthometric height was determined by differential leveling
 HA0742.and adjusted by the National Geodetic Survey in June 1991..
 HA0742
 HA0742.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0742.See file dsdata.txt to determine how the superseded data were derived.
 HA0742
 HA0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG919946(NAD 83)
 HA0742_MARKER: DB = BENCH MARK DISK
 HA0742_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HA0742_SP_SET: 46 FEET
 HA0742_STAMPING: C 329 1965
 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 = OCTOBER  6, 2006
 HA0520 ***********************************************************************
 HA0520  DESIGNATION -  C 330
 HA0520  PID         -  HA0520
 HA0520  STATE/COUNTY-  IN/PERRY
 HA0520  USGS QUAD   -  CANNELTON (1993)
 HA0520
 HA0520                         *CURRENT SURVEY CONTROL
 HA0520  ___________________________________________________________________
 HA0520* NAD 83(1986)-  37 54 12.     (N)    086 42 12.     (W)     SCALED    
 HA0520* NAVD 88     -       126.148  (meters)     413.87   (feet)  ADJUSTED  
 HA0520  ___________________________________________________________________
 HA0520  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 HA0520  DYNAMIC HT  -         126.058 (meters)     413.58  (feet)  COMP
 HA0520  MODELED GRAV-     979,919.5   (mgal)                       NAVD 88
 HA0520
 HA0520  VERT ORDER  -  FIRST     CLASS II
 HA0520
 HA0520.The horizontal coordinates were scaled from a topographic map and have
 HA0520.an estimated accuracy of +/- 6 seconds.
 HA0520
 HA0520.The orthometric height was determined by differential leveling
 HA0520.and adjusted by the National Geodetic Survey in June 1991..
 HA0520
 HA0520.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0520.See file dsdata.txt to determine how the superseded data were derived.
 HA0520
 HA0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG260951(NAD 83)
 HA0520_MARKER: DB = BENCH MARK DISK
 HA0520_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0520_SP_SET: CONCRETE DRIVE
 HA0520_STAMPING: C 330 1965
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1126 ***********************************************************************
 JA1126  DESIGNATION -  C 331
 JA1126  PID         -  JA1126
 JA1126  STATE/COUNTY-  IN/GIBSON
 JA1126  USGS QUAD   -  PRINCETON (1989)
 JA1126
 JA1126                         *CURRENT SURVEY CONTROL
 JA1126  ___________________________________________________________________
 JA1126* NAD 83(1986)-  38 21 20.     (N)    087 34 26.     (W)     SCALED    
 JA1126* NAVD 88     -       147.135  (meters)     482.73   (feet)  ADJUSTED  
 JA1126  ___________________________________________________________________
 JA1126  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JA1126  DYNAMIC HT  -         147.038 (meters)     482.41  (feet)  COMP
 JA1126  MODELED GRAV-     979,964.3   (mgal)                       NAVD 88
 JA1126
 JA1126  VERT ORDER  -  FIRST     CLASS II
 JA1126
 JA1126.The horizontal coordinates were scaled from a topographic map and have
 JA1126.an estimated accuracy of +/- 6 seconds.
 JA1126
 JA1126.The orthometric height was determined by differential leveling
 JA1126.and adjusted by the National Geodetic Survey in June 1991..
 JA1126
 JA1126.The geoid height was determined by GEOID03.
 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     -   345,070.      857,120.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1126.See file dsdata.txt to determine how the superseded data were derived.
 JA1126
 JA1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH498454(NAD 83)
 JA1126_MARKER: DB = BENCH MARK DISK
 JA1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1126_STAMPING: C 331 1965
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1023 ***********************************************************************
 JA1023  DESIGNATION -  C 332
 JA1023  PID         -  JA1023
 JA1023  STATE/COUNTY-  IN/GIBSON
 JA1023  USGS QUAD   -  OAKLAND CITY (1980)
 JA1023
 JA1023                         *CURRENT SURVEY CONTROL
 JA1023  ___________________________________________________________________
 JA1023* NAD 83(1986)-  38 20 00.     (N)    087 21 57.     (W)     SCALED    
 JA1023* NAVD 88     -       140.211  (meters)     460.01   (feet)  POSTED    
 JA1023  ___________________________________________________________________
 JA1023  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JA1023  DYNAMIC HT  -         140.120 (meters)     459.71  (feet)  COMP
 JA1023  MODELED GRAV-     979,965.4   (mgal)                       NAVD 88
 JA1023
 JA1023  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JA1023
 JA1023.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JA1023.rate of 4.1 thru 8.0 mm/km.
 JA1023
 JA1023.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1023.See file dsdata.txt to determine how the superseded data were derived.
 JA1023
 JA1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH680428(NAD 83)
 JA1023_MARKER: DB = BENCH MARK DISK
 JA1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1023_STAMPING: C 332 1965
 JA1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1023+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 MD0633 ***********************************************************************
 MD0633  DESIGNATION -  C 333
 MD0633  PID         -  MD0633
 MD0633  STATE/COUNTY-  IN/ALLEN
 MD0633  USGS QUAD   -  FORT WAYNE EAST (1981)
 MD0633
 MD0633                         *CURRENT SURVEY CONTROL
 MD0633  ___________________________________________________________________
 MD0633* NAD 83(1986)-  41 04 52.     (N)    085 07 05.     (W)     SCALED    
 MD0633* NAVD 88     -       236.140  (meters)     774.74   (feet)  ADJUSTED  
 MD0633  ___________________________________________________________________
 MD0633  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MD0633  DYNAMIC HT  -         236.046 (meters)     774.43  (feet)  COMP
 MD0633  MODELED GRAV-     980,221.3   (mgal)                       NAVD 88
 MD0633
 MD0633  VERT ORDER  -  FIRST     CLASS I
 MD0633
 MD0633.The horizontal coordinates were scaled from a topographic map and have
 MD0633.an estimated accuracy of +/- 6 seconds.
 MD0633
 MD0633.The orthometric height was determined by differential leveling
 MD0633.and adjusted by the National Geodetic Survey in April 1995..
 MD0633
 MD0633.The geoid height was determined by GEOID03.
 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     -   647,710.      146,100.      MT  (+/- 180 meters Scaled)
 MD0633
 MD0633                          SUPERSEDED SURVEY CONTROL
 MD0633
 MD0633  NAVD 88 (06/15/91)  236.143  (m)          774.75   (f) UNKNOWN     1 1
 MD0633  NGVD 29 (01/19/93)  236.304  (m)          775.27   (f) ADJUSTED    1 1
 MD0633
 MD0633.Superseded values are not recommended for survey control.
 MD0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0633.See file dsdata.txt to determine how the superseded data were derived.
 MD0633
 MD0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL580494(NAD 83)
 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 = OCTOBER  6, 2006
 MD1018 ***********************************************************************
 MD1018  DESIGNATION -  C 334
 MD1018  PID         -  MD1018
 MD1018  STATE/COUNTY-  IN/KOSCIUSKO
 MD1018  USGS QUAD   -  WARSAW (1994)
 MD1018
 MD1018                         *CURRENT SURVEY CONTROL
 MD1018  ___________________________________________________________________
 MD1018* NAD 83(1986)-  41 14 07.     (N)    085 50 07.     (W)     SCALED    
 MD1018* NAVD 88     -       253.351  (meters)     831.20   (feet)  ADJUSTED  
 MD1018  ___________________________________________________________________
 MD1018  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MD1018  DYNAMIC HT  -         253.243 (meters)     830.85  (feet)  COMP
 MD1018  MODELED GRAV-     980,190.8   (mgal)                       NAVD 88
 MD1018
 MD1018  VERT ORDER  -  FIRST     CLASS I
 MD1018
 MD1018.The horizontal coordinates were scaled from a topographic map and have
 MD1018.an estimated accuracy of +/- 6 seconds.
 MD1018
 MD1018.The orthometric height was determined by differential leveling
 MD1018.and adjusted by the National Geodetic Survey in June 1991..
 MD1018
 MD1018.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 MD1018;SPC IN E     -   664,700.       85,870.      MT  (+/- 180 meters Scaled)
 MD1018
 MD1018                          SUPERSEDED SURVEY CONTROL
 MD1018
 MD1018  NGVD 29 (01/19/93)  253.484  (m)          831.64   (f) ADJUSTED    1 1
 MD1018
 MD1018.Superseded values are not recommended for survey control.
 MD1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1018.See file dsdata.txt to determine how the superseded data were derived.
 MD1018
 MD1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL976655(NAD 83)
 MD1018_MARKER: DB = BENCH MARK DISK
 MD1018_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD1018_SP_SET: COPPER-CLAD STEEL ROD
 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 - January 11, 1993
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0514 ***********************************************************************
 ME0514  DESIGNATION -  C 335
 ME0514  PID         -  ME0514
 ME0514  STATE/COUNTY-  IN/STARKE
 ME0514  USGS QUAD   -  KNOX EAST (1969)
 ME0514
 ME0514                         *CURRENT SURVEY CONTROL
 ME0514  ___________________________________________________________________
 ME0514* NAD 83(1986)-  41 22 19.     (N)    086 30 59.     (W)     SCALED    
 ME0514* NAVD 88     -       216.632  (meters)     710.73   (feet)  ADJUSTED  
 ME0514  ___________________________________________________________________
 ME0514  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 ME0514  DYNAMIC HT  -         216.545 (meters)     710.45  (feet)  COMP
 ME0514  MODELED GRAV-     980,212.4   (mgal)                       NAVD 88
 ME0514
 ME0514  VERT ORDER  -  FIRST     CLASS I
 ME0514
 ME0514.The horizontal coordinates were scaled from a topographic map and have
 ME0514.an estimated accuracy of +/- 6 seconds.
 ME0514
 ME0514.The orthometric height was determined by differential leveling
 ME0514.and adjusted by the National Geodetic Survey in June 1991..
 ME0514
 ME0514.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0514
 ME0514  NGVD 29 (01/19/93)  216.739  (m)          711.08   (f) ADJUSTED    1 1
 ME0514
 ME0514.Superseded values are not recommended for survey control.
 ME0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0514.See file dsdata.txt to determine how the superseded data were derived.
 ME0514
 ME0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL404801(NAD 83)
 ME0514_MARKER: DB = BENCH MARK DISK
 ME0514_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME0514_SP_SET: COPPER-CLAD STEEL ROD
 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 = OCTOBER  6, 2006
 ME0571 ***********************************************************************
 ME0571  DESIGNATION -  C 336
 ME0571  PID         -  ME0571
 ME0571  STATE/COUNTY-  IN/LA PORTE
 ME0571  USGS QUAD   -  WANATAH (1972)
 ME0571
 ME0571                         *CURRENT SURVEY CONTROL
 ME0571  ___________________________________________________________________
 ME0571* NAD 83(1986)-  41 25 47.     (N)    086 54 04.     (W)     SCALED    
 ME0571* NAVD 88     -       222.187  (meters)     728.96   (feet)  ADJUSTED  
 ME0571  ___________________________________________________________________
 ME0571  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 ME0571  DYNAMIC HT  -         222.096 (meters)     728.66  (feet)  COMP
 ME0571  MODELED GRAV-     980,211.4   (mgal)                       NAVD 88
 ME0571
 ME0571  VERT ORDER  -  FIRST     CLASS I
 ME0571
 ME0571.The horizontal coordinates were scaled from a topographic map and have
 ME0571.an estimated accuracy of +/- 6 seconds.
 ME0571
 ME0571.The orthometric height was determined by differential leveling
 ME0571.and adjusted by the National Geodetic Survey in June 1991..
 ME0571
 ME0571.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0571
 ME0571  NGVD 29 (01/19/93)  222.283  (m)          729.27   (f) ADJUSTED    1 1
 ME0571
 ME0571.Superseded values are not recommended for survey control.
 ME0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0571.See file dsdata.txt to determine how the superseded data were derived.
 ME0571
 ME0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL082864(NAD 83)
 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 - September 07, 1992
 ME0571
 ME0571  HISTORY     - Date     Condition        Report By
 ME0571  HISTORY     - 1968     MONUMENTED       CGS
 ME0571  HISTORY     - 19920907 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1624 ***********************************************************************
 LB1624  DESIGNATION -  C 34
 LB1624  PID         -  LB1624
 LB1624  STATE/COUNTY-  IN/VERMILLION
 LB1624  USGS QUAD   -  COVINGTON (1991)
 LB1624
 LB1624                         *CURRENT SURVEY CONTROL
 LB1624  ___________________________________________________________________
 LB1624* NAD 83(1986)-  40 08 46.     (N)    087 29 26.     (W)     SCALED    
 LB1624* NAVD 88     -       195.909  (meters)     642.74   (feet)  ADJUSTED  
 LB1624  ___________________________________________________________________
 LB1624  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 LB1624  DYNAMIC HT  -         195.810 (meters)     642.42  (feet)  COMP
 LB1624  MODELED GRAV-     980,115.4   (mgal)                       NAVD 88
 LB1624
 LB1624  VERT ORDER  -  SECOND    CLASS 0
 LB1624
 LB1624.The horizontal coordinates were scaled from a topographic map and have
 LB1624.an estimated accuracy of +/- 6 seconds.
 LB1624
 LB1624.The orthometric height was determined by differential leveling
 LB1624.and adjusted by the National Geodetic Survey in June 1991..
 LB1624
 LB1624.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1624.See file dsdata.txt to determine how the superseded data were derived.
 LB1624
 LB1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK582440(NAD 83)
 LB1624_MARKER: DB = BENCH MARK DISK
 LB1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1624_STAMPING: C 34 1934
 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 = OCTOBER  6, 2006
 ME2122 ***********************************************************************
 ME2122  DESIGNATION -  C 349
 ME2122  PID         -  ME2122
 ME2122  STATE/COUNTY-  IN/LAKE
 ME2122  USGS QUAD   -  GARY (1991)
 ME2122
 ME2122                         *CURRENT SURVEY CONTROL
 ME2122  ___________________________________________________________________
 ME2122* NAD 83(1986)-  41 36 09.     (N)    087 19 37.     (W)     SCALED    
 ME2122* NAVD 88     -       182.699  (meters)     599.40   (feet)  ADJUSTED  
 ME2122  ___________________________________________________________________
 ME2122  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 ME2122  DYNAMIC HT  -         182.632 (meters)     599.19  (feet)  COMP
 ME2122  MODELED GRAV-     980,251.0   (mgal)                       NAVD 88
 ME2122
 ME2122  VERT ORDER  -  FIRST     CLASS II
 ME2122
 ME2122.The horizontal coordinates were scaled from a topographic map and have
 ME2122.an estimated accuracy of +/- 6 seconds.
 ME2122
 ME2122.The orthometric height was determined by differential leveling
 ME2122.and adjusted by the National Geodetic Survey in June 1991..
 ME2122
 ME2122.The geoid height was determined by GEOID03.
 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     -   705,500.      879,690.      MT  (+/- 180 meters Scaled)
 ME2122
 ME2122                          SUPERSEDED SURVEY CONTROL
 ME2122
 ME2122  NGVD 29 (01/19/93)  182.811  (m)          599.77   (f) ADJUSTED    1 2
 ME2122
 ME2122.Superseded values are not recommended for survey control.
 ME2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2122.See file dsdata.txt to determine how the superseded data were derived.
 ME2122
 ME2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM727056(NAD 83)
 ME2122_MARKER: I = METAL ROD
 ME2122_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2122_SP_SET: STAINLESS STEEL ROD
 ME2122_STAMPING: C 349 1985
 ME2122_MARK LOGO: NGS   
 ME2122_PROJECTION: FLUSH
 ME2122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2122_ROD/PIPE-DEPTH: 11.0 meters
 ME2122
 ME2122  HISTORY     - Date     Condition        Report By
 ME2122  HISTORY     - 1985     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0483 ***********************************************************************
 LA0483  DESIGNATION -  C 35
 LA0483  PID         -  LA0483
 LA0483  STATE/COUNTY-  IN/ADAMS
 LA0483  USGS QUAD   -  DECATUR (1992)
 LA0483
 LA0483                         *CURRENT SURVEY CONTROL
 LA0483  ___________________________________________________________________
 LA0483* NAD 83(1986)-  40 49 26.     (N)    084 54 18.     (W)     SCALED    
 LA0483* NAVD 88     -       241.397  (meters)     791.98   (feet)  ADJUSTED  
 LA0483  ___________________________________________________________________
 LA0483  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 LA0483  DYNAMIC HT  -         241.291 (meters)     791.64  (feet)  COMP
 LA0483  MODELED GRAV-     980,176.9   (mgal)                       NAVD 88
 LA0483
 LA0483  VERT ORDER  -  SECOND    CLASS 0
 LA0483
 LA0483.The horizontal coordinates were scaled from a topographic map and have
 LA0483.an estimated accuracy of +/- 6 seconds.
 LA0483
 LA0483.The orthometric height was determined by differential leveling
 LA0483.and adjusted by the National Geodetic Survey in June 1991..
 LA0483.WARNING-Repeat measurements at this control monument indicate possible
 LA0483.vertical movement.
 LA0483
 LA0483.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0483.See file dsdata.txt to determine how the superseded data were derived.
 LA0483
 LA0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL766213(NAD 83)
 LA0483_MARKER: DB = BENCH MARK DISK
 LA0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0483_STAMPING: C 35 1934
 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             NGS
 LA0483
 LA0483                          STATION DESCRIPTION
 LA0483
 LA0483'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME2163 ***********************************************************************
 ME2163  DESIGNATION -  C 350
 ME2163  PID         -  ME2163
 ME2163  STATE/COUNTY-  IN/LA PORTE
 ME2163  USGS QUAD   -  MICHIGAN CITY EAST (1980)
 ME2163
 ME2163                         *CURRENT SURVEY CONTROL
 ME2163  ___________________________________________________________________
 ME2163* NAD 83(1986)-  41 44 40.     (N)    086 49 48.     (W)     SCALED    
 ME2163* NAVD 88     -       191.003  (meters)     626.65   (feet)  ADJUSTED  
 ME2163  ___________________________________________________________________
 ME2163  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME2163  DYNAMIC HT  -         190.932 (meters)     626.42  (feet)  COMP
 ME2163  MODELED GRAV-     980,249.7   (mgal)                       NAVD 88
 ME2163
 ME2163  VERT ORDER  -  FIRST     CLASS II
 ME2163
 ME2163.The horizontal coordinates were scaled from a topographic map and have
 ME2163.an estimated accuracy of +/- 6 seconds.
 ME2163
 ME2163.The orthometric height was determined by differential leveling
 ME2163.and adjusted by the National Geodetic Survey in June 1991..
 ME2163
 ME2163.The geoid height was determined by GEOID03.
 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     -   721,270.      921,070.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2163.See file dsdata.txt to determine how the superseded data were derived.
 ME2163
 ME2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM141214(NAD 83)
 ME2163_MARKER: I = METAL ROD
 ME2163_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2163_SP_SET: STAINLESS STEEL ROD
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1670 ***********************************************************************
 KA1670  DESIGNATION -  C 351
 KA1670  PID         -  KA1670
 KA1670  STATE/COUNTY-  IN/PUTNAM
 KA1670  USGS QUAD   -  CLOVERDALE (1986)
 KA1670
 KA1670                         *CURRENT SURVEY CONTROL
 KA1670  ___________________________________________________________________
 KA1670* NAD 83(1986)-  39 35 05.     (N)    086 49 12.     (W)     SCALED    
 KA1670* NAVD 88     -       241.703  (meters)     792.99   (feet)  ADJUSTED  
 KA1670  ___________________________________________________________________
 KA1670  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KA1670  DYNAMIC HT  -         241.566 (meters)     792.54  (feet)  COMP
 KA1670  MODELED GRAV-     980,051.8   (mgal)                       NAVD 88
 KA1670
 KA1670  VERT ORDER  -  FIRST     CLASS II
 KA1670
 KA1670.The horizontal coordinates were scaled from a topographic map and have
 KA1670.an estimated accuracy of +/- 6 seconds.
 KA1670
 KA1670.The orthometric height was determined by differential leveling
 KA1670.and adjusted by the National Geodetic Survey in June 1991..
 KA1670
 KA1670.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1670
 KA1670.No superseded survey control is available for this station.
 KA1670
 KA1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ154816(NAD 83)
 KA1670_MARKER: I = METAL ROD
 KA1670_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1670_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1658 ***********************************************************************
 KA1658  DESIGNATION -  C 352
 KA1658  PID         -  KA1658
 KA1658  STATE/COUNTY-  IN/HENDRICKS
 KA1658  USGS QUAD   -  BROWNSBURG (1980)
 KA1658
 KA1658                         *CURRENT SURVEY CONTROL
 KA1658  ___________________________________________________________________
 KA1658* NAD 83(1986)-  39 45 25.     (N)    086 27 27.     (W)     SCALED    
 KA1658* NAVD 88     -       263.285  (meters)     863.79   (feet)  ADJUSTED  
 KA1658  ___________________________________________________________________
 KA1658  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KA1658  DYNAMIC HT  -         263.141 (meters)     863.32  (feet)  COMP
 KA1658  MODELED GRAV-     980,074.6   (mgal)                       NAVD 88
 KA1658
 KA1658  VERT ORDER  -  FIRST     CLASS II
 KA1658
 KA1658.The horizontal coordinates were scaled from a topographic map and have
 KA1658.an estimated accuracy of +/- 6 seconds.
 KA1658
 KA1658.The orthometric height was determined by differential leveling
 KA1658.and adjusted by the National Geodetic Survey in June 1991..
 KA1658
 KA1658.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1658
 KA1658.No superseded survey control is available for this station.
 KA1658
 KA1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK464009(NAD 83)
 KA1658_MARKER: I = METAL ROD
 KA1658_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1658_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1696 ***********************************************************************
 KA1696  DESIGNATION -  C 353
 KA1696  PID         -  KA1696
 KA1696  STATE/COUNTY-  IN/VIGO
 KA1696  USGS QUAD   -  SEELYVILLE (1986)
 KA1696
 KA1696                         *CURRENT SURVEY CONTROL
 KA1696  ___________________________________________________________________
 KA1696* NAD 83(1997)-  39 24 43.08996(N)    087 19 59.37246(W)     ADJUSTED  
 KA1696* NAVD 88     -       169.971  (meters)     557.65   (feet)  ADJUSTED  
 KA1696  ___________________________________________________________________
 KA1696  X           -     229,595.214 (meters)                     COMP
 KA1696  Y           -  -4,929,178.648 (meters)                     COMP
 KA1696  Z           -   4,027,844.414 (meters)                     COMP
 KA1696  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 KA1696  ELLIP HEIGHT-         137.28  (meters)          (11/27/02) GPS OBS
 KA1696  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KA1696  DYNAMIC HT  -         169.874 (meters)     557.33  (feet)  COMP
 KA1696  MODELED GRAV-     980,051.3   (mgal)                       NAVD 88
 KA1696
 KA1696  HORZ ORDER  -  FIRST
 KA1696  VERT ORDER  -  FIRST     CLASS II
 KA1696  ELLP ORDER  -  FOURTH    CLASS I
 KA1696
 KA1696.The horizontal coordinates were established by GPS observations
 KA1696.and adjusted by the National Geodetic Survey in November 2002..
 KA1696
 KA1696.The orthometric height was determined by differential leveling
 KA1696.and adjusted by the National Geodetic Survey in June 1991..
 KA1696
 KA1696.Photographs are available 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 DEFLEC99 derived deflections.
 KA1696
 KA1696.The ellipsoidal height was determined by GPS observations
 KA1696.and is referenced to NAD 83.
 KA1696
 KA1696.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 KA1696;SPC IN W     -   462,261.153   878,485.261   MT  0.99997236   -0 09 31.0
 KA1696;SPC IN W     - 1,516,601.80  2,882,163.73   sFT  0.99997236   -0 09 31.0
 KA1696;UTM  16      - 4,362,547.835   471,319.184   MT  0.99961013   -0 12 41.5
 KA1696
 KA1696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1696!SPC IN W     -   0.99997846  x   0.99997236  =   0.99995082
 KA1696!UTM  16      -   0.99997846  x   0.99961013  =   0.99958860
 KA1696
 KA1696                          SUPERSEDED SURVEY CONTROL
 KA1696
 KA1696  NAD 83(1997)-  39 24 43.08992(N)    087 19 59.37249(W) AD(       ) 1
 KA1696  NAVD 88 (03/18/02)  169.97   (m)          557.6    (f) LEVELING    3  
 KA1696
 KA1696.Superseded values are not recommended for survey control.
 KA1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1696.See file dsdata.txt to determine how the superseded data were derived.
 KA1696
 KA1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7131962548(NAD 83)
 KA1696_MARKER: I = METAL ROD
 KA1696_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1696_SP_SET: STAINLESS STEEL ROD
 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 - May 01, 2001
 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
 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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1632 ***********************************************************************
 JA1632  DESIGNATION -  C 354
 JA1632  PID         -  JA1632
 JA1632  STATE/COUNTY-  IN/DAVIESS
 JA1632  USGS QUAD   -  WASHINGTON (1980)
 JA1632
 JA1632                         *CURRENT SURVEY CONTROL
 JA1632  ___________________________________________________________________
 JA1632* NAD 83(1986)-  38 40 20.     (N)    087 09 53.     (W)     SCALED    
 JA1632* NAVD 88     -       162.304  (meters)     532.49   (feet)  ADJUSTED  
 JA1632  ___________________________________________________________________
 JA1632  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JA1632  DYNAMIC HT  -         162.201 (meters)     532.15  (feet)  COMP
 JA1632  MODELED GRAV-     979,992.1   (mgal)                       NAVD 88
 JA1632
 JA1632  VERT ORDER  -  FIRST     CLASS II
 JA1632
 JA1632.The horizontal coordinates were scaled from a topographic map and have
 JA1632.an estimated accuracy of +/- 6 seconds.
 JA1632
 JA1632.The orthometric height was determined by differential leveling
 JA1632.and adjusted by the National Geodetic Survey in June 1991..
 JA1632
 JA1632.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1632
 JA1632.No superseded survey control is available for this station.
 JA1632
 JA1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH856804(NAD 83)
 JA1632_MARKER: I = METAL ROD
 JA1632_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1632_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 JA1572 ***********************************************************************
 JA1572  DESIGNATION -  C 355
 JA1572  PID         -  JA1572
 JA1572  STATE/COUNTY-  IN/DAVIESS
 JA1572  USGS QUAD   -  SANDY HOOK (1980)
 JA1572
 JA1572                         *CURRENT SURVEY CONTROL
 JA1572  ___________________________________________________________________
 JA1572* NAD 83(1986)-  38 35 07.     (N)    087 12 24.     (W)     SCALED    
 JA1572* NAVD 88     -       159.714  (meters)     524.00   (feet)  ADJUSTED  
 JA1572  ___________________________________________________________________
 JA1572  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 JA1572  DYNAMIC HT  -         159.611 (meters)     523.66  (feet)  COMP
 JA1572  MODELED GRAV-     979,983.2   (mgal)                       NAVD 88
 JA1572
 JA1572  VERT ORDER  -  FIRST     CLASS II
 JA1572
 JA1572.The horizontal coordinates were scaled from a topographic map and have
 JA1572.an estimated accuracy of +/- 6 seconds.
 JA1572
 JA1572.The orthometric height was determined by differential leveling
 JA1572.and adjusted by the National Geodetic Survey in June 1991..
 JA1572
 JA1572.The geoid height was determined by GEOID03.
 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     -   370,470.      889,250.      MT  (+/- 180 meters Scaled)
 JA1572
 JA1572                          SUPERSEDED SURVEY CONTROL
 JA1572
 JA1572.No superseded survey control is available for this station.
 JA1572
 JA1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH820707(NAD 83)
 JA1572_MARKER: I = METAL ROD
 JA1572_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1572_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 JA1589 ***********************************************************************
 JA1589  DESIGNATION -  C 356
 JA1589  PID         -  JA1589
 JA1589  STATE/COUNTY-  IN/GIBSON
 JA1589  USGS QUAD   -  OAKLAND CITY (1980)
 JA1589
 JA1589                         *CURRENT SURVEY CONTROL
 JA1589  ___________________________________________________________________
 JA1589* NAD 83(1986)-  38 19 36.     (N)    087 22 12.     (W)     SCALED    
 JA1589* NAVD 88     -       130.087  (meters)     426.79   (feet)  ADJUSTED  
 JA1589  ___________________________________________________________________
 JA1589  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JA1589  DYNAMIC HT  -         130.001 (meters)     426.51  (feet)  COMP
 JA1589  MODELED GRAV-     979,964.7   (mgal)                       NAVD 88
 JA1589
 JA1589  VERT ORDER  -  FIRST     CLASS II
 JA1589
 JA1589.The horizontal coordinates were scaled from a topographic map and have
 JA1589.an estimated accuracy of +/- 6 seconds.
 JA1589
 JA1589.The orthometric height was determined by differential leveling
 JA1589.and adjusted by the National Geodetic Survey in June 1991..
 JA1589
 JA1589.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1589
 JA1589.No superseded survey control is available for this station.
 JA1589
 JA1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH676421(NAD 83)
 JA1589_MARKER: I = METAL ROD
 JA1589_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1589_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 HA1294 ***********************************************************************
 HA1294  DESIGNATION -  C 357
 HA1294  PID         -  HA1294
 HA1294  STATE/COUNTY-  IN/VANDERBURGH
 HA1294  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1294
 HA1294                         *CURRENT SURVEY CONTROL
 HA1294  ___________________________________________________________________
 HA1294* NAD 83(1986)-  37 57 17.     (N)    087 33 30.     (W)     SCALED    
 HA1294* NAVD 88     -       114.706  (meters)     376.33   (feet)  ADJUSTED  
 HA1294  ___________________________________________________________________
 HA1294  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 HA1294  DYNAMIC HT  -         114.627 (meters)     376.07  (feet)  COMP
 HA1294  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 HA1294
 HA1294  VERT ORDER  -  FIRST     CLASS II
 HA1294
 HA1294.The horizontal coordinates were scaled from a topographic map and have
 HA1294.an estimated accuracy of +/- 6 seconds.
 HA1294
 HA1294.The orthometric height was determined by differential leveling
 HA1294.and adjusted by the National Geodetic Survey in June 1991..
 HA1294
 HA1294.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HA1294
 HA1294.No superseded survey control is available for this station.
 HA1294
 HA1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH509009(NAD 83)
 HA1294_MARKER: I = METAL ROD
 HA1294_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HA1294_SP_SET: STAINLESS STEEL ROD
 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_ROD/PIPE-DEPTH: 26.8 meters
 HA1294
 HA1294  HISTORY     - Date     Condition        Report By
 HA1294  HISTORY     - 1986     MONUMENTED       NGS
 HA1294  HISTORY     - 19981107 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2827 ***********************************************************************
 JZ2827  DESIGNATION -  C 358
 JZ2827  PID         -  JZ2827
 JZ2827  STATE/COUNTY-  IN/DECATUR
 JZ2827  USGS QUAD   -  GREENSBURG (1993)
 JZ2827
 JZ2827                         *CURRENT SURVEY CONTROL
 JZ2827  ___________________________________________________________________
 JZ2827* NAD 83(1986)-  39 21 12.     (N)    085 28 51.     (W)     SCALED    
 JZ2827* NAVD 88     -       286.599  (meters)     940.28   (feet)  ADJUSTED  
 JZ2827  ___________________________________________________________________
 JZ2827  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ2827  DYNAMIC HT  -         286.420 (meters)     939.70  (feet)  COMP
 JZ2827  MODELED GRAV-     979,995.2   (mgal)                       NAVD 88
 JZ2827
 JZ2827  VERT ORDER  -  FIRST     CLASS II
 JZ2827
 JZ2827.The horizontal coordinates were scaled from a topographic map and have
 JZ2827.an estimated accuracy of +/- 6 seconds.
 JZ2827
 JZ2827.The orthometric height was determined by differential leveling
 JZ2827.and adjusted by the National Geodetic Survey in June 1991..
 JZ2827
 JZ2827.The geoid height was determined by GEOID03.
 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     -   455,740.      116,020.      MT  (+/- 180 meters Scaled)
 JZ2827
 JZ2827                          SUPERSEDED SURVEY CONTROL
 JZ2827
 JZ2827.No superseded survey control is available for this station.
 JZ2827
 JZ2827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ308570(NAD 83)
 JZ2827_MARKER: I = METAL ROD
 JZ2827_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2827_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 JZ2790 ***********************************************************************
 JZ2790  DESIGNATION -  C 359
 JZ2790  PID         -  JZ2790
 JZ2790  STATE/COUNTY-  IN/DEARBORN
 JZ2790  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ2790
 JZ2790                         *CURRENT SURVEY CONTROL
 JZ2790  ___________________________________________________________________
 JZ2790* NAD 83(1986)-  39 05 45.     (N)    084 51 30.     (W)     SCALED    
 JZ2790* NAVD 88     -       149.218  (meters)     489.56   (feet)  ADJUSTED  
 JZ2790  ___________________________________________________________________
 JZ2790  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JZ2790  DYNAMIC HT  -         149.124 (meters)     489.25  (feet)  COMP
 JZ2790  MODELED GRAV-     980,000.1   (mgal)                       NAVD 88
 JZ2790
 JZ2790  VERT ORDER  -  FIRST     CLASS II
 JZ2790
 JZ2790.The horizontal coordinates were scaled from a topographic map and have
 JZ2790.an estimated accuracy of +/- 6 seconds.
 JZ2790
 JZ2790.The orthometric height was determined by differential leveling
 JZ2790.and adjusted by the National Geodetic Survey in June 1991..
 JZ2790
 JZ2790.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2790.See file dsdata.txt to determine how the superseded data were derived.
 JZ2790
 JZ2790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ852295(NAD 83)
 JZ2790_MARKER: I = METAL ROD
 JZ2790_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JZ2790_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0772 ***********************************************************************
 LA0772  DESIGNATION -  C 36
 LA0772  PID         -  LA0772
 LA0772  STATE/COUNTY-  IN/HUNTINGTON
 LA0772  USGS QUAD   -  HUNTINGTON (1994)
 LA0772
 LA0772                         *CURRENT SURVEY CONTROL
 LA0772  ___________________________________________________________________
 LA0772* NAD 83(1986)-  40 53 37.     (N)    085 29 04.     (W)     SCALED    
 LA0772* NAVD 88     -       231.417  (meters)     759.24   (feet)  ADJUSTED  
 LA0772  ___________________________________________________________________
 LA0772  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 LA0772  DYNAMIC HT  -         231.309 (meters)     758.89  (feet)  COMP
 LA0772  MODELED GRAV-     980,152.9   (mgal)                       NAVD 88
 LA0772
 LA0772  VERT ORDER  -  SECOND    CLASS 0
 LA0772
 LA0772.The horizontal coordinates were scaled from a topographic map and have
 LA0772.an estimated accuracy of +/- 6 seconds.
 LA0772
 LA0772.The orthometric height was determined by differential leveling
 LA0772.and adjusted by the National Geodetic Survey in June 1991..
 LA0772
 LA0772.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0772.See file dsdata.txt to determine how the superseded data were derived.
 LA0772
 LA0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL276280(NAD 83)
 LA0772_MARKER: DB = BENCH MARK DISK
 LA0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0772_STAMPING: C 36 1934
 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             NGS
 LA0772
 LA0772                          STATION DESCRIPTION
 LA0772
 LA0772'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1723 ***********************************************************************
 KA1723  DESIGNATION -  C 360
 KA1723  PID         -  KA1723
 KA1723  STATE/COUNTY-  IN/VIGO
 KA1723  USGS QUAD   -  TERRE HAUTE (1993)
 KA1723
 KA1723                         *CURRENT SURVEY CONTROL
 KA1723  ___________________________________________________________________
 KA1723* NAD 83(1986)-  39 28 50.     (N)    087 25 01.     (W)     SCALED    
 KA1723* NAVD 88     -       150.910  (meters)     495.11   (feet)  ADJUSTED  
 KA1723  ___________________________________________________________________
 KA1723  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KA1723  DYNAMIC HT  -         150.825 (meters)     494.83  (feet)  COMP
 KA1723  MODELED GRAV-     980,058.9   (mgal)                       NAVD 88
 KA1723
 KA1723  VERT ORDER  -  FIRST     CLASS II
 KA1723
 KA1723.The horizontal coordinates were scaled from a topographic map and have
 KA1723.an estimated accuracy of +/- 6 seconds.
 KA1723
 KA1723.The orthometric height was determined by differential leveling
 KA1723.and adjusted by the National Geodetic Survey in June 1991..
 KA1723
 KA1723.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1723
 KA1723.No superseded survey control is available for this station.
 KA1723
 KA1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ641701(NAD 83)
 KA1723_MARKER: I = METAL ROD
 KA1723_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1723_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1749 ***********************************************************************
 KA1749  DESIGNATION -  C 361
 KA1749  PID         -  KA1749
 KA1749  STATE/COUNTY-  IN/VERMILLION
 KA1749  USGS QUAD   -  DANA (1983)
 KA1749
 KA1749                         *CURRENT SURVEY CONTROL
 KA1749  ___________________________________________________________________
 KA1749* NAD 83(1986)-  39 49 11.     (N)    087 24 35.     (W)     SCALED    
 KA1749* NAVD 88     -       192.131  (meters)     630.35   (feet)  ADJUSTED  
 KA1749  ___________________________________________________________________
 KA1749  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KA1749  DYNAMIC HT  -         192.026 (meters)     630.01  (feet)  COMP
 KA1749  MODELED GRAV-     980,078.4   (mgal)                       NAVD 88
 KA1749
 KA1749  VERT ORDER  -  FIRST     CLASS II
 KA1749
 KA1749.The horizontal coordinates were scaled from a topographic map and have
 KA1749.an estimated accuracy of +/- 6 seconds.
 KA1749
 KA1749.The orthometric height was determined by differential leveling
 KA1749.and adjusted by the National Geodetic Survey in June 1991..
 KA1749
 KA1749.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1749
 KA1749.No superseded survey control is available for this station.
 KA1749
 KA1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK649078(NAD 83)
 KA1749_MARKER: I = METAL ROD
 KA1749_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1749_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 LB2111 ***********************************************************************
 LB2111  DESIGNATION -  C 366
 LB2111  PID         -  LB2111
 LB2111  STATE/COUNTY-  IN/VERMILLION
 LB2111  USGS QUAD   -  DANVILLE NE (1978)
 LB2111
 LB2111                         *CURRENT SURVEY CONTROL
 LB2111  ___________________________________________________________________
 LB2111* NAD 83(1986)-  40 08 03.     (N)    087 30 43.     (W)     SCALED    
 LB2111* NAVD 88     -       194.049  (meters)     636.64   (feet)  ADJUSTED  
 LB2111  ___________________________________________________________________
 LB2111  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 LB2111  DYNAMIC HT  -         193.951 (meters)     636.32  (feet)  COMP
 LB2111  MODELED GRAV-     980,116.4   (mgal)                       NAVD 88
 LB2111
 LB2111  VERT ORDER  -  FIRST     CLASS II
 LB2111
 LB2111.The horizontal coordinates were scaled from a topographic map and have
 LB2111.an estimated accuracy of +/- 6 seconds.
 LB2111
 LB2111.The orthometric height was determined by differential leveling
 LB2111.and adjusted by the National Geodetic Survey in June 1991..
 LB2111
 LB2111.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2111
 LB2111.No superseded survey control is available for this station.
 LB2111
 LB2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK563427(NAD 83)
 LB2111_MARKER: I = METAL ROD
 LB2111_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LB2111_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 ME3360 ***********************************************************************
 ME3360  DESIGNATION -  C 367
 ME3360  PID         -  ME3360
 ME3360  STATE/COUNTY-  IN/LAKE
 ME3360  USGS QUAD   -  WHITING (1991)
 ME3360
 ME3360                         *CURRENT SURVEY CONTROL
 ME3360  ___________________________________________________________________
 ME3360* NAD 83(1986)-  41 39 04.     (N)    087 27 11.     (W)     SCALED    
 ME3360* NAVD 88     -       180.525  (meters)     592.27   (feet)  ADJUSTED  
 ME3360  ___________________________________________________________________
 ME3360  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME3360  DYNAMIC HT  -         180.460 (meters)     592.06  (feet)  COMP
 ME3360  MODELED GRAV-     980,260.1   (mgal)                       NAVD 88
 ME3360
 ME3360  VERT ORDER  -  FIRST     CLASS II
 ME3360
 ME3360.The horizontal coordinates were scaled from a topographic map and have
 ME3360.an estimated accuracy of +/- 6 seconds.
 ME3360
 ME3360.The orthometric height was determined by differential leveling
 ME3360.and adjusted by the National Geodetic Survey in April 1995..
 ME3360
 ME3360.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3360.See file dsdata.txt to determine how the superseded data were derived.
 ME3360
 ME3360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM622111(NAD 83)
 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 = OCTOBER  6, 2006
 MD1957 ***********************************************************************
 MD1957  DESIGNATION -  C 368
 MD1957  PID         -  MD1957
 MD1957  STATE/COUNTY-  IN/KOSCIUSKO
 MD1957  USGS QUAD   -  ATWOOD (1994)
 MD1957
 MD1957                         *CURRENT SURVEY CONTROL
 MD1957  ___________________________________________________________________
 MD1957* NAD 83(1986)-  41 15 05.     (N)    085 56 30.     (W)     SCALED    
 MD1957* NAVD 88     -       245.075  (meters)     804.05   (feet)  ADJUSTED  
 MD1957  ___________________________________________________________________
 MD1957  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MD1957  DYNAMIC HT  -         244.972 (meters)     803.71  (feet)  COMP
 MD1957  MODELED GRAV-     980,198.4   (mgal)                       NAVD 88
 MD1957
 MD1957  VERT ORDER  -  FIRST     CLASS II
 MD1957
 MD1957.The horizontal coordinates were scaled from a topographic map and have
 MD1957.an estimated accuracy of +/- 6 seconds.
 MD1957
 MD1957.The orthometric height was determined by differential leveling
 MD1957.and adjusted by the National Geodetic Survey in April 1995..
 MD1957
 MD1957.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1957.See file dsdata.txt to determine how the superseded data were derived.
 MD1957
 MD1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL886672(NAD 83)
 MD1957_MARKER: I = METAL ROD
 MD1957_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MD1957_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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 = OCTOBER  6, 2006
 LA1411 ***********************************************************************
 LA1411  DESIGNATION -  C 37
 LA1411  PID         -  LA1411
 LA1411  STATE/COUNTY-  IN/GRANT
 LA1411  USGS QUAD   -  GAS CITY (1994)
 LA1411
 LA1411                         *CURRENT SURVEY CONTROL
 LA1411  ___________________________________________________________________
 LA1411* NAD 83(1986)-  40 28 25.     (N)    085 31 24.     (W)     SCALED    
 LA1411* NAVD 88     -       274.432  (meters)     900.37   (feet)  ADJUSTED  
 LA1411  ___________________________________________________________________
 LA1411  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 LA1411  DYNAMIC HT  -         274.292 (meters)     899.91  (feet)  COMP
 LA1411  MODELED GRAV-     980,108.9   (mgal)                       NAVD 88
 LA1411
 LA1411  VERT ORDER  -  SECOND    CLASS 0
 LA1411
 LA1411.The horizontal coordinates were scaled from a topographic map and have
 LA1411.an estimated accuracy of +/- 6 seconds.
 LA1411
 LA1411.The orthometric height was determined by differential leveling
 LA1411.and adjusted by the National Geodetic Survey in June 1991..
 LA1411
 LA1411.The geoid height was determined by GEOID03.
 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     -   580,120.      112,150.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1411.See file dsdata.txt to determine how the superseded data were derived.
 LA1411
 LA1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK251813(NAD 83)
 LA1411_MARKER: DB = BENCH MARK DISK
 LA1411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1411_SP_SET: ABUTMENT
 LA1411_STAMPING: C 37 1934
 LA1411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1411
 LA1411  HISTORY     - Date     Condition        Report By
 LA1411  HISTORY     - 1934     MONUMENTED       CGS
 LA1411  HISTORY     - 1946     GOOD             NGS
 LA1411
 LA1411                          STATION DESCRIPTION
 LA1411
 LA1411'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0328 ***********************************************************************
 LA0328  DESIGNATION -  C 38
 LA0328  PID         -  LA0328
 LA0328  STATE/COUNTY-  IN/JAY
 LA0328  USGS QUAD   -  PORTLAND (1992)
 LA0328
 LA0328                         *CURRENT SURVEY CONTROL
 LA0328  ___________________________________________________________________
 LA0328* NAD 83(1986)-  40 25 50.     (N)    084 58 51.     (W)     SCALED    
 LA0328* NAVD 88     -       276.688  (meters)     907.77   (feet)  ADJUSTED  
 LA0328  ___________________________________________________________________
 LA0328  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 LA0328  DYNAMIC HT  -         276.551 (meters)     907.32  (feet)  COMP
 LA0328  MODELED GRAV-     980,121.6   (mgal)                       NAVD 88
 LA0328
 LA0328  VERT ORDER  -  SECOND    CLASS 0
 LA0328
 LA0328.The horizontal coordinates were scaled from a topographic map and have
 LA0328.an estimated accuracy of +/- 6 seconds.
 LA0328
 LA0328.The orthometric height was determined by differential leveling
 LA0328.and adjusted by the National Geodetic Survey in June 1991..
 LA0328
 LA0328.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0328.See file dsdata.txt to determine how the superseded data were derived.
 LA0328
 LA0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK712775(NAD 83)
 LA0328_MARKER: DB = BENCH MARK DISK
 LA0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0328_STAMPING: C 38 1934
 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             NGS
 LA0328
 LA0328                          STATION DESCRIPTION
 LA0328
 LA0328'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0241 ***********************************************************************
 LA0241  DESIGNATION -  C 39
 LA0241  PID         -  LA0241
 LA0241  STATE/COUNTY-  IN/RANDOLPH
 LA0241  USGS QUAD   -  UNION CITY (1994)
 LA0241
 LA0241                         *CURRENT SURVEY CONTROL
 LA0241  ___________________________________________________________________
 LA0241* NAD 83(1986)-  40 11 19.     (N)    084 51 45.     (W)     SCALED    
 LA0241* NAVD 88     -       334.577  (meters)    1097.69   (feet)  ADJUSTED  
 LA0241  ___________________________________________________________________
 LA0241  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 LA0241  DYNAMIC HT  -         334.400 (meters)    1097.11  (feet)  COMP
 LA0241  MODELED GRAV-     980,084.7   (mgal)                       NAVD 88
 LA0241
 LA0241  VERT ORDER  -  SECOND    CLASS 0
 LA0241
 LA0241.The horizontal coordinates were scaled from a topographic map and have
 LA0241.an estimated accuracy of +/- 6 seconds.
 LA0241
 LA0241.The orthometric height was determined by differential leveling
 LA0241.and adjusted by the National Geodetic Survey in June 1991..
 LA0241
 LA0241.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0241.See file dsdata.txt to determine how the superseded data were derived.
 LA0241
 LA0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK819508(NAD 83)
 LA0241_MARKER: DB = BENCH MARK DISK
 LA0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0241_STAMPING: C 39 1934
 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 = OCTOBER  6, 2006
 KA0275 ***********************************************************************
 KA0275  DESIGNATION -  C 4
 KA0275  PID         -  KA0275
 KA0275  STATE/COUNTY-  IN/MARION
 KA0275  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA0275
 KA0275                         *CURRENT SURVEY CONTROL
 KA0275  ___________________________________________________________________
 KA0275* NAD 83(1986)-  39 46 13.     (N)    086 09 26.     (W)     SCALED    
 KA0275* NAVD 88     -       220.359  (meters)     722.96   (feet)  ADJUSTED  
 KA0275  ___________________________________________________________________
 KA0275  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KA0275  DYNAMIC HT  -         220.237 (meters)     722.56  (feet)  COMP
 KA0275  MODELED GRAV-     980,069.0   (mgal)                       NAVD 88
 KA0275
 KA0275  VERT ORDER  -  FIRST     CLASS II
 KA0275
 KA0275.The horizontal coordinates were scaled from a topographic map and have
 KA0275.an estimated accuracy of +/- 6 seconds.
 KA0275
 KA0275.The orthometric height was determined by differential leveling
 KA0275.and adjusted by the National Geodetic Survey in June 1991..
 KA0275
 KA0275.The geoid height was determined by GEOID03.
 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     -   502,130.       57,970.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0275.See file dsdata.txt to determine how the superseded data were derived.
 KA0275
 KA0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK721026(NAD 83)
 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 SUITABLE FOR
 KA0275+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2006
 KA0275
 KA0275  HISTORY     - Date     Condition        Report By
 KA0275  HISTORY     - UNK      MONUMENTED       CGS
 KA0275  HISTORY     - 1947     GOOD             NGS
 KA0275  HISTORY     - 1985     GOOD             NGS
 KA0275  HISTORY     - 1989     GOOD             USPSQD
 KA0275  HISTORY     - 20060326 GOOD             GEOCAC
 KA0275
 KA0275                          STATION DESCRIPTION
 KA0275
 KA0275'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1051 ***********************************************************************
 LA1051  DESIGNATION -  C 40
 LA1051  PID         -  LA1051
 LA1051  STATE/COUNTY-  IN/RANDOLPH
 LA1051  USGS QUAD   -  FARMLAND (1969)
 LA1051
 LA1051                         *CURRENT SURVEY CONTROL
 LA1051  ___________________________________________________________________
 LA1051* NAD 83(1986)-  40 13 14.     (N)    085 07 43.     (W)     SCALED    
 LA1051* NAVD 88     -       306.459  (meters)    1005.44   (feet)  ADJUSTED  
 LA1051  ___________________________________________________________________
 LA1051  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 LA1051  DYNAMIC HT  -         306.297 (meters)    1004.91  (feet)  COMP
 LA1051  MODELED GRAV-     980,087.7   (mgal)                       NAVD 88
 LA1051
 LA1051  VERT ORDER  -  SECOND    CLASS 0
 LA1051
 LA1051.The horizontal coordinates were scaled from a topographic map and have
 LA1051.an estimated accuracy of +/- 6 seconds.
 LA1051
 LA1051.The orthometric height was determined by differential leveling
 LA1051.and adjusted by the National Geodetic Survey in June 1991..
 LA1051
 LA1051.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1051.See file dsdata.txt to determine how the superseded data were derived.
 LA1051
 LA1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK592539(NAD 83)
 LA1051_MARKER: DB = BENCH MARK DISK
 LA1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1051_STAMPING: C 40 1934
 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 = OCTOBER  6, 2006
 LA1011 ***********************************************************************
 LA1011  DESIGNATION -  C 41
 LA1011  PID         -  LA1011
 LA1011  STATE/COUNTY-  IN/DELAWARE
 LA1011  USGS QUAD   -  MUNCIE EAST (1984)
 LA1011
 LA1011                         *CURRENT SURVEY CONTROL
 LA1011  ___________________________________________________________________
 LA1011* NAD 83(1986)-  40 11 29.     (N)    085 19 47.     (W)     SCALED    
 LA1011* NAVD 88     -       296.784  (meters)     973.70   (feet)  ADJUSTED  
 LA1011  ___________________________________________________________________
 LA1011  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 LA1011  DYNAMIC HT  -         296.625 (meters)     973.18  (feet)  COMP
 LA1011  MODELED GRAV-     980,084.6   (mgal)                       NAVD 88
 LA1011
 LA1011  VERT ORDER  -  SECOND    CLASS 0
 LA1011
 LA1011.The horizontal coordinates were scaled from a topographic map and have
 LA1011.an estimated accuracy of +/- 6 seconds.
 LA1011
 LA1011.The orthometric height was determined by differential leveling
 LA1011.and adjusted by the National Geodetic Survey in June 1991..
 LA1011
 LA1011.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA1011
 LA1011  NGVD 29 (??/??/92)  296.920  (m)          974.14   (f) ADJ UNCH    2 0
 LA1011
 LA1011.Superseded values are not recommended for survey control.
 LA1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1011.See file dsdata.txt to determine how the superseded data were derived.
 LA1011
 LA1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK421503(NAD 83)
 LA1011_MARKER: DB = BENCH MARK DISK
 LA1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1011_STAMPING: C 41 1934
 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 = OCTOBER  6, 2006
 LA1426 ***********************************************************************
 LA1426  DESIGNATION -  C 42
 LA1426  PID         -  LA1426
 LA1426  STATE/COUNTY-  IN/MADISON
 LA1426  USGS QUAD   -  ANDERSON SOUTH (1994)
 LA1426
 LA1426                         *CURRENT SURVEY CONTROL
 LA1426  ___________________________________________________________________
 LA1426* NAD 83(1986)-  40 05 54.     (N)    085 41 37.     (W)     SCALED    
 LA1426* NAVD 88     -       264.933  (meters)     869.20   (feet)  ADJUSTED  
 LA1426  ___________________________________________________________________
 LA1426  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 LA1426  DYNAMIC HT  -         264.790 (meters)     868.73  (feet)  COMP
 LA1426  MODELED GRAV-     980,075.7   (mgal)                       NAVD 88
 LA1426
 LA1426  VERT ORDER  -  SECOND    CLASS 0
 LA1426
 LA1426.The horizontal coordinates were scaled from a topographic map and have
 LA1426.an estimated accuracy of +/- 6 seconds.
 LA1426
 LA1426.The orthometric height was determined by differential leveling
 LA1426.and adjusted by the National Geodetic Survey in June 1991..
 LA1426
 LA1426.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1426.See file dsdata.txt to determine how the superseded data were derived.
 LA1426
 LA1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK113394(NAD 83)
 LA1426_MARKER: DB = BENCH MARK DISK
 LA1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1426_STAMPING: C 42 1934
 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             NGS
 LA1426
 LA1426                          STATION DESCRIPTION
 LA1426
 LA1426'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0252 ***********************************************************************
 KA0252  DESIGNATION -  C 43
 KA0252  PID         -  KA0252
 KA0252  STATE/COUNTY-  IN/MARION
 KA0252  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA0252
 KA0252                         *CURRENT SURVEY CONTROL
 KA0252  ___________________________________________________________________
 KA0252* NAD 83(1986)-  39 49 58.     (N)    086 08 25.     (W)     SCALED    
 KA0252* NAVD 88     -       224.542  (meters)     736.68   (feet)  ADJUSTED  
 KA0252  ___________________________________________________________________
 KA0252  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KA0252  DYNAMIC HT  -         224.417 (meters)     736.27  (feet)  COMP
 KA0252  MODELED GRAV-     980,067.5   (mgal)                       NAVD 88
 KA0252
 KA0252  VERT ORDER  -  SECOND    CLASS 0
 KA0252
 KA0252.The horizontal coordinates were scaled from a topographic map and have
 KA0252.an estimated accuracy of +/- 6 seconds.
 KA0252
 KA0252.The orthometric height was determined by differential leveling
 KA0252.and adjusted by the National Geodetic Survey in June 1991..
 KA0252
 KA0252.The geoid height was determined by GEOID03.
 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     -   509,060.       59,460.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0252.See file dsdata.txt to determine how the superseded data were derived.
 KA0252
 KA0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK735095(NAD 83)
 KA0252_MARKER: DB = BENCH MARK DISK
 KA0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0252_STAMPING: C 43 1934
 KA0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0252+STABILITY: SURFACE MOTION
 KA0252
 KA0252  HISTORY     - Date     Condition        Report By
 KA0252  HISTORY     - 1934     MONUMENTED       CGS
 KA0252  HISTORY     - 1935     GOOD             NGS
 KA0252  HISTORY     - 19961029 GOOD             USPSQD
 KA0252
 KA0252                          STATION DESCRIPTION
 KA0252
 KA0252'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2398 ***********************************************************************
 JZ2398  DESIGNATION -  C 44
 JZ2398  PID         -  JZ2398
 JZ2398  STATE/COUNTY-  IN/HANCOCK
 JZ2398  USGS QUAD   -  SHIRLEY (1960)
 JZ2398
 JZ2398                         *CURRENT SURVEY CONTROL
 JZ2398  ___________________________________________________________________
 JZ2398* NAD 83(1986)-  39 53 29.     (N)    085 34 39.     (W)     SCALED    
 JZ2398* NAVD 88     -       313.662  (meters)    1029.07   (feet)  ADJUSTED  
 JZ2398  ___________________________________________________________________
 JZ2398  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JZ2398  DYNAMIC HT  -         313.486 (meters)    1028.50  (feet)  COMP
 JZ2398  MODELED GRAV-     980,055.6   (mgal)                       NAVD 88
 JZ2398
 JZ2398  VERT ORDER  -  SECOND    CLASS 0
 JZ2398
 JZ2398.The horizontal coordinates were scaled from a topographic map and have
 JZ2398.an estimated accuracy of +/- 6 seconds.
 JZ2398
 JZ2398.The orthometric height was determined by differential leveling
 JZ2398.and adjusted by the National Geodetic Survey in June 1991..
 JZ2398
 JZ2398.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2398.See file dsdata.txt to determine how the superseded data were derived.
 JZ2398
 JZ2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK216166(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2398
 JZ2398  HISTORY     - Date     Condition        Report By
 JZ2398  HISTORY     - 1934     MONUMENTED       CGS
 JZ2398  HISTORY     - 1947     GOOD             NGS
 JZ2398
 JZ2398                          STATION DESCRIPTION
 JZ2398
 JZ2398'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1481 ***********************************************************************
 JZ1481  DESIGNATION -  C 45
 JZ1481  PID         -  JZ1481
 JZ1481  STATE/COUNTY-  IN/WAYNE
 JZ1481  USGS QUAD   -  HAGERSTOWN (1981)
 JZ1481
 JZ1481                         *CURRENT SURVEY CONTROL
 JZ1481  ___________________________________________________________________
 JZ1481* NAD 83(1986)-  39 55 07.     (N)    085 10 54.     (W)     SCALED    
 JZ1481* NAVD 88     -       321.534  (meters)    1054.90   (feet)  ADJUSTED  
 JZ1481  ___________________________________________________________________
 JZ1481  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JZ1481  DYNAMIC HT  -         321.350 (meters)    1054.30  (feet)  COMP
 JZ1481  MODELED GRAV-     980,045.9   (mgal)                       NAVD 88
 JZ1481
 JZ1481  VERT ORDER  -  SECOND    CLASS 0
 JZ1481
 JZ1481.The horizontal coordinates were scaled from a topographic map and have
 JZ1481.an estimated accuracy of +/- 6 seconds.
 JZ1481
 JZ1481.The orthometric height was determined by differential leveling
 JZ1481.and adjusted by the National Geodetic Survey in June 1991..
 JZ1481
 JZ1481.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1481.See file dsdata.txt to determine how the superseded data were derived.
 JZ1481
 JZ1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK554203(NAD 83)
 JZ1481_MARKER: DB = BENCH MARK DISK
 JZ1481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1481_SP_SET: STEP
 JZ1481_STAMPING: C 45 1934
 JZ1481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1481
 JZ1481  HISTORY     - Date     Condition        Report By
 JZ1481  HISTORY     - 1934     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1249 ***********************************************************************
 JZ1249  DESIGNATION -  C 46
 JZ1249  PID         -  JZ1249
 JZ1249  STATE/COUNTY-  IN/UNION
 JZ1249  USGS QUAD   -  COLLEGE CORNER (1992)
 JZ1249
 JZ1249                         *CURRENT SURVEY CONTROL
 JZ1249  ___________________________________________________________________
 JZ1249* NAD 83(1986)-  39 35 47.     (N)    084 51 39.     (W)     SCALED    
 JZ1249* NAVD 88     -       317.608  (meters)    1042.02   (feet)  ADJUSTED  
 JZ1249  ___________________________________________________________________
 JZ1249  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JZ1249  DYNAMIC HT  -         317.424 (meters)    1041.42  (feet)  COMP
 JZ1249  MODELED GRAV-     980,040.4   (mgal)                       NAVD 88
 JZ1249
 JZ1249  VERT ORDER  -  SECOND    CLASS 0
 JZ1249
 JZ1249.The horizontal coordinates were scaled from a topographic map and have
 JZ1249.an estimated accuracy of +/- 6 seconds.
 JZ1249
 JZ1249.The orthometric height was determined by differential leveling
 JZ1249.and adjusted by the National Geodetic Survey in June 1991..
 JZ1249
 JZ1249.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1249.See file dsdata.txt to determine how the superseded data were derived.
 JZ1249
 JZ1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ836851(NAD 83)
 JZ1249_MARKER: DB = BENCH MARK DISK
 JZ1249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1249_SP_SET: SIGNAL BASE
 JZ1249_STAMPING: C 46 1934
 JZ1249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1249
 JZ1249  HISTORY     - Date     Condition        Report By
 JZ1249  HISTORY     - 1934     MONUMENTED       CGS
 JZ1249  HISTORY     - 1947     GOOD             NGS
 JZ1249
 JZ1249                          STATION DESCRIPTION
 JZ1249
 JZ1249'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2407 ***********************************************************************
 JZ2407  DESIGNATION -  C 47
 JZ2407  PID         -  JZ2407
 JZ2407  STATE/COUNTY-  IN/RUSH
 JZ2407  USGS QUAD   -  MANILLA (1988)
 JZ2407
 JZ2407                         *CURRENT SURVEY CONTROL
 JZ2407  ___________________________________________________________________
 JZ2407* NAD 83(1986)-  39 35 20.     (N)    085 31 56.     (W)     SCALED    
 JZ2407* NAVD 88     -       285.144  (meters)     935.51   (feet)  ADJUSTED  
 JZ2407  ___________________________________________________________________
 JZ2407  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ2407  DYNAMIC HT  -         284.974 (meters)     934.95  (feet)  COMP
 JZ2407  MODELED GRAV-     980,022.8   (mgal)                       NAVD 88
 JZ2407
 JZ2407  VERT ORDER  -  SECOND    CLASS 0
 JZ2407
 JZ2407.The horizontal coordinates were scaled from a topographic map and have
 JZ2407.an estimated accuracy of +/- 6 seconds.
 JZ2407
 JZ2407.The orthometric height was determined by differential leveling
 JZ2407.and adjusted by the National Geodetic Survey in June 1991..
 JZ2407
 JZ2407.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2407.See file dsdata.txt to determine how the superseded data were derived.
 JZ2407
 JZ2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ260831(NAD 83)
 JZ2407_MARKER: DB = BENCH MARK DISK
 JZ2407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2407_STAMPING: C 47 1934
 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 = OCTOBER  6, 2006
 JZ0602 ***********************************************************************
 JZ0602  DESIGNATION -  C 48
 JZ0602  PID         -  JZ0602
 JZ0602  STATE/COUNTY-  IN/FRANKLIN
 JZ0602  USGS QUAD   -  CEDAR GROVE (1994)
 JZ0602
 JZ0602                         *CURRENT SURVEY CONTROL
 JZ0602  ___________________________________________________________________
 JZ0602* NAD 83(1986)-  39 19 24.     (N)    084 57 24.     (W)     SCALED    
 JZ0602* NAVD 88     -       310.004  (meters)    1017.07   (feet)  ADJUSTED  
 JZ0602  ___________________________________________________________________
 JZ0602  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JZ0602  DYNAMIC HT  -         309.814 (meters)    1016.45  (feet)  COMP
 JZ0602  MODELED GRAV-     980,005.0   (mgal)                       NAVD 88
 JZ0602
 JZ0602  VERT ORDER  -  SECOND    CLASS 0
 JZ0602
 JZ0602.The horizontal coordinates were scaled from a topographic map and have
 JZ0602.an estimated accuracy of +/- 6 seconds.
 JZ0602
 JZ0602.The orthometric height was determined by differential leveling
 JZ0602.and adjusted by the National Geodetic Survey in June 1991..
 JZ0602.WARNING-Repeat measurements at this control monument indicate possible
 JZ0602.vertical movement.
 JZ0602
 JZ0602.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0602.See file dsdata.txt to determine how the superseded data were derived.
 JZ0602
 JZ0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ761546(NAD 83)
 JZ0602_MARKER: DB = BENCH MARK DISK
 JZ0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0602_STAMPING: C 48 1934
 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             NGS
 JZ0602
 JZ0602                          STATION DESCRIPTION
 JZ0602
 JZ0602'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2193 ***********************************************************************
 JZ2193  DESIGNATION -  C 49
 JZ2193  PID         -  JZ2193
 JZ2193  STATE/COUNTY-  IN/DECATUR
 JZ2193  USGS QUAD   -  WESTPORT (1994)
 JZ2193
 JZ2193                         *CURRENT SURVEY CONTROL
 JZ2193  ___________________________________________________________________
 JZ2193* NAD 83(1986)-  39 10 22.     (N)    085 34 29.     (W)     SCALED    
 JZ2193* NAVD 88     -       245.615  (meters)     805.82   (feet)  ADJUSTED  
 JZ2193  ___________________________________________________________________
 JZ2193  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ2193  DYNAMIC HT  -         245.459 (meters)     805.31  (feet)  COMP
 JZ2193  MODELED GRAV-     979,986.4   (mgal)                       NAVD 88
 JZ2193
 JZ2193  VERT ORDER  -  SECOND    CLASS 0
 JZ2193
 JZ2193.The horizontal coordinates were scaled from a topographic map and have
 JZ2193.an estimated accuracy of +/- 6 seconds.
 JZ2193
 JZ2193.The orthometric height was determined by differential leveling
 JZ2193.and adjusted by the National Geodetic Survey in June 1991..
 JZ2193
 JZ2193.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2193.See file dsdata.txt to determine how the superseded data were derived.
 JZ2193
 JZ2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ231369(NAD 83)
 JZ2193_MARKER: DB = BENCH MARK DISK
 JZ2193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2193_STAMPING: C 49 1934
 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             NGS
 JZ2193
 JZ2193                          STATION DESCRIPTION
 JZ2193
 JZ2193'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1319 ***********************************************************************
 LA1319  DESIGNATION -  C 5
 LA1319  PID         -  LA1319
 LA1319  STATE/COUNTY-  IN/GRANT
 LA1319  USGS QUAD   -  FAIRMOUNT (1994)
 LA1319
 LA1319                         *CURRENT SURVEY CONTROL
 LA1319  ___________________________________________________________________
 LA1319* NAD 83(1986)-  40 25 21.     (N)    085 38 37.     (W)     SCALED    
 LA1319* NAVD 88     -       264.391  (meters)     867.42   (feet)  ADJUSTED  
 LA1319  ___________________________________________________________________
 LA1319  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 LA1319  DYNAMIC HT  -         264.255 (meters)     866.98  (feet)  COMP
 LA1319  MODELED GRAV-     980,105.0   (mgal)                       NAVD 88
 LA1319
 LA1319  VERT ORDER  -  FIRST     CLASS II
 LA1319
 LA1319.The horizontal coordinates were scaled from a topographic map and have
 LA1319.an estimated accuracy of +/- 6 seconds.
 LA1319
 LA1319.The orthometric height was determined by differential leveling
 LA1319.and adjusted by the National Geodetic Survey in June 1991..
 LA1319
 LA1319.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1319.See file dsdata.txt to determine how the superseded data were derived.
 LA1319
 LA1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK150755(NAD 83)
 LA1319_MARKER: DB = BENCH MARK DISK
 LA1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1319_SP_SET: STONE POST
 LA1319_STAMPING: C ELEV 867.92 FT
 LA1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1319+STABILITY: SURFACE MOTION
 LA1319
 LA1319  HISTORY     - Date     Condition        Report By
 LA1319  HISTORY     - UNK      MONUMENTED       CGS
 LA1319  HISTORY     - 1946     GOOD             NGS
 LA1319
 LA1319                          STATION DESCRIPTION
 LA1319
 LA1319'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0685 ***********************************************************************
 KA0685  DESIGNATION -  C 50
 KA0685  PID         -  KA0685
 KA0685  STATE/COUNTY-  IN/HENDRICKS
 KA0685  USGS QUAD   -  LIZTON (1970)
 KA0685
 KA0685                         *CURRENT SURVEY CONTROL
 KA0685  ___________________________________________________________________
 KA0685* NAD 83(1986)-  39 55 04.     (N)    086 36 32.     (W)     SCALED    
 KA0685* NAVD 88     -       284.681  (meters)     933.99   (feet)  ADJUSTED  
 KA0685  ___________________________________________________________________
 KA0685  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KA0685  DYNAMIC HT  -         284.525 (meters)     933.48  (feet)  COMP
 KA0685  MODELED GRAV-     980,071.7   (mgal)                       NAVD 88
 KA0685
 KA0685  VERT ORDER  -  SECOND    CLASS 0
 KA0685
 KA0685.The horizontal coordinates were scaled from a topographic map and have
 KA0685.an estimated accuracy of +/- 6 seconds.
 KA0685
 KA0685.The orthometric height was determined by differential leveling
 KA0685.and adjusted by the National Geodetic Survey in June 1991..
 KA0685
 KA0685.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0685.See file dsdata.txt to determine how the superseded data were derived.
 KA0685
 KA0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK334187(NAD 83)
 KA0685_MARKER: DB = BENCH MARK DISK
 KA0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0685_STAMPING: C 50 1934
 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             NGS
 KA0685
 KA0685                          STATION DESCRIPTION
 KA0685
 KA0685'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1540 ***********************************************************************
 KA1540  DESIGNATION -  C 51
 KA1540  PID         -  KA1540
 KA1540  STATE/COUNTY-  IN/VERMILLION
 KA1540  USGS QUAD   -  DANA (1983)
 KA1540
 KA1540                         *CURRENT SURVEY CONTROL
 KA1540  ___________________________________________________________________
 KA1540* NAD 83(1986)-  39 46 41.     (N)    087 23 08.     (W)     SCALED    
 KA1540* NAVD 88     -       149.240  (meters)     489.63   (feet)  ADJUSTED  
 KA1540  ___________________________________________________________________
 KA1540  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KA1540  DYNAMIC HT  -         149.158 (meters)     489.36  (feet)  COMP
 KA1540  MODELED GRAV-     980,071.7   (mgal)                       NAVD 88
 KA1540
 KA1540  VERT ORDER  -  SECOND    CLASS 0
 KA1540
 KA1540.The horizontal coordinates were scaled from a topographic map and have
 KA1540.an estimated accuracy of +/- 6 seconds.
 KA1540
 KA1540.The orthometric height was determined by differential leveling
 KA1540.and adjusted by the National Geodetic Survey in June 1991..
 KA1540
 KA1540.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1540.See file dsdata.txt to determine how the superseded data were derived.
 KA1540
 KA1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK669031(NAD 83)
 KA1540_MARKER: DB = BENCH MARK DISK
 KA1540_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1540_SP_SET: BRIDGE
 KA1540_STAMPING: C 51 1934
 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   NGS
 KA1540
 KA1540                          STATION DESCRIPTION
 KA1540
 KA1540'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0433 ***********************************************************************
 KA0433  DESIGNATION -  C 52
 KA0433  PID         -  KA0433
 KA0433  STATE/COUNTY-  IN/MONROE
 KA0433  USGS QUAD   -  GOSPORT (1983)
 KA0433
 KA0433                         *CURRENT SURVEY CONTROL
 KA0433  ___________________________________________________________________
 KA0433* NAD 83(1986)-  39 18 26.     (N)    086 38 58.     (W)     SCALED    
 KA0433* NAVD 88     -       173.833  (meters)     570.32   (feet)  ADJUSTED  
 KA0433  ___________________________________________________________________
 KA0433  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KA0433  DYNAMIC HT  -         173.730 (meters)     569.98  (feet)  COMP
 KA0433  MODELED GRAV-     980,030.6   (mgal)                       NAVD 88
 KA0433
 KA0433  VERT ORDER  -  SECOND    CLASS 0
 KA0433
 KA0433.The horizontal coordinates were scaled from a topographic map and have
 KA0433.an estimated accuracy of +/- 6 seconds.
 KA0433
 KA0433.The orthometric height was determined by differential leveling
 KA0433.and adjusted by the National Geodetic Survey in June 1991..
 KA0433
 KA0433.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0433.See file dsdata.txt to determine how the superseded data were derived.
 KA0433
 KA0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ302509(NAD 83)
 KA0433_MARKER: DB = BENCH MARK DISK
 KA0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0433_STAMPING: C 52 1934
 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 = OCTOBER  6, 2006
 KA0323 ***********************************************************************
 KA0323  DESIGNATION -  C 53
 KA0323  PID         -  KA0323
 KA0323  STATE/COUNTY-  IN/MONROE
 KA0323  USGS QUAD   -  UNIONVILLE (1990)
 KA0323
 KA0323                         *CURRENT SURVEY CONTROL
 KA0323  ___________________________________________________________________
 KA0323* NAD 83(1986)-  39 09 06.     (N)    086 23 09.     (W)     SCALED    
 KA0323* NAVD 88     -       167.809  (meters)     550.55   (feet)  ADJUSTED  
 KA0323  ___________________________________________________________________
 KA0323  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KA0323  DYNAMIC HT  -         167.708 (meters)     550.22  (feet)  COMP
 KA0323  MODELED GRAV-     980,022.1   (mgal)                       NAVD 88
 KA0323
 KA0323  VERT ORDER  -  SECOND    CLASS 0
 KA0323
 KA0323.The horizontal coordinates were scaled from a topographic map and have
 KA0323.an estimated accuracy of +/- 6 seconds.
 KA0323
 KA0323.The orthometric height was determined by differential leveling
 KA0323.and adjusted by the National Geodetic Survey in June 1991..
 KA0323
 KA0323.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0323.See file dsdata.txt to determine how the superseded data were derived.
 KA0323
 KA0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ530337(NAD 83)
 KA0323_MARKER: DB = BENCH MARK DISK
 KA0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0323_STAMPING: C 53 1934
 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   NGS
 KA0323  HISTORY     - 1966     MARK NOT FOUND   NGS
 KA0323
 KA0323                          STATION DESCRIPTION
 KA0323
 KA0323'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1966
 KA0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1355 ***********************************************************************
 HZ1355  DESIGNATION -  C 56
 HZ1355  PID         -  HZ1355
 HZ1355  STATE/COUNTY-  IN/FLOYD
 HZ1355  USGS QUAD   -  GEORGETOWN (1993)
 HZ1355
 HZ1355                         *CURRENT SURVEY CONTROL
 HZ1355  ___________________________________________________________________
 HZ1355* NAD 83(1986)-  38 17 44.     (N)    085 57 27.     (W)     SCALED    
 HZ1355* NAVD 88     -       221.740  (meters)     727.49   (feet)  ADJUSTED  
 HZ1355  ___________________________________________________________________
 HZ1355  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 HZ1355  DYNAMIC HT  -         221.586 (meters)     726.99  (feet)  COMP
 HZ1355  MODELED GRAV-     979,928.6   (mgal)                       NAVD 88
 HZ1355
 HZ1355  VERT ORDER  -  SECOND    CLASS 0
 HZ1355
 HZ1355.The horizontal coordinates were scaled from a topographic map and have
 HZ1355.an estimated accuracy of +/- 6 seconds.
 HZ1355
 HZ1355.The orthometric height was determined by differential leveling
 HZ1355.and adjusted by the National Geodetic Survey in June 1991..
 HZ1355
 HZ1355.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1355.See file dsdata.txt to determine how the superseded data were derived.
 HZ1355
 HZ1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH911391(NAD 83)
 HZ1355_MARKER: DB = BENCH MARK DISK
 HZ1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1355_STAMPING: C 56 1934
 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             NGS
 HZ1355  HISTORY     - 1965     MARK NOT FOUND   NGS
 HZ1355
 HZ1355                          STATION DESCRIPTION
 HZ1355
 HZ1355'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1965
 HZ1355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1081 ***********************************************************************
 JA1081  DESIGNATION -  C 59
 JA1081  PID         -  JA1081
 JA1081  STATE/COUNTY-  IN/PIKE
 JA1081  USGS QUAD   -  PETERSBURG (1980)
 JA1081
 JA1081                         *CURRENT SURVEY CONTROL
 JA1081  ___________________________________________________________________
 JA1081* NAD 83(1986)-  38 26 39.     (N)    087 17 43.     (W)     SCALED    
 JA1081* NAVD 88     -       141.025  (meters)     462.68   (feet)  ADJUSTED  
 JA1081  ___________________________________________________________________
 JA1081  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 JA1081  DYNAMIC HT  -         140.933 (meters)     462.38  (feet)  COMP
 JA1081  MODELED GRAV-     979,974.4   (mgal)                       NAVD 88
 JA1081
 JA1081  VERT ORDER  -  FIRST     CLASS II
 JA1081
 JA1081.The horizontal coordinates were scaled from a topographic map and have
 JA1081.an estimated accuracy of +/- 6 seconds.
 JA1081
 JA1081.The orthometric height was determined by differential leveling
 JA1081.and adjusted by the National Geodetic Survey in June 1991..
 JA1081
 JA1081.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1081.See file dsdata.txt to determine how the superseded data were derived.
 JA1081
 JA1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH742551(NAD 83)
 JA1081_MARKER: DB = BENCH MARK DISK
 JA1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1081_SP_SET: CONCRETE POST
 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
 JA1081  HISTORY     - Date     Condition        Report By
 JA1081  HISTORY     - 1934     MONUMENTED       CGS
 JA1081  HISTORY     - 1965     GOOD             NGS
 JA1081  HISTORY     - 1985     GOOD             NGS
 JA1081
 JA1081                          STATION DESCRIPTION
 JA1081
 JA1081'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1676 ***********************************************************************
 HZ1676  DESIGNATION -  C 60
 HZ1676  PID         -  HZ1676
 HZ1676  STATE/COUNTY-  IN/CLARK
 HZ1676  USGS QUAD   -  HENRYVILLE (1983)
 HZ1676
 HZ1676                         *CURRENT SURVEY CONTROL
 HZ1676  ___________________________________________________________________
 HZ1676* NAD 83(1986)-  38 32 32.     (N)    085 45 56.     (W)     SCALED    
 HZ1676* NAVD 88     -       152.557  (meters)     500.51   (feet)  ADJUSTED  
 HZ1676  ___________________________________________________________________
 HZ1676  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HZ1676  DYNAMIC HT  -         152.456 (meters)     500.18  (feet)  COMP
 HZ1676  MODELED GRAV-     979,964.9   (mgal)                       NAVD 88
 HZ1676
 HZ1676  VERT ORDER  -  SECOND    CLASS 0
 HZ1676
 HZ1676.The horizontal coordinates were scaled from a topographic map and have
 HZ1676.an estimated accuracy of +/- 6 seconds.
 HZ1676
 HZ1676.The orthometric height was determined by differential leveling
 HZ1676.and adjusted by the National Geodetic Survey in June 1991..
 HZ1676
 HZ1676.The geoid height was determined by GEOID03.
 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     -   365,680.       91,380.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1676.See file dsdata.txt to determine how the superseded data were derived.
 HZ1676
 HZ1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH075667(NAD 83)
 HZ1676_MARKER: DB = BENCH MARK DISK
 HZ1676_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1676_SP_SET: ABUTMENT
 HZ1676_STAMPING: C 60 1934
 HZ1676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1676
 HZ1676  HISTORY     - Date     Condition        Report By
 HZ1676  HISTORY     - 1934     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0090 ***********************************************************************
 KA0090  DESIGNATION -  C 61
 KA0090  PID         -  KA0090
 KA0090  STATE/COUNTY-  IN/HENDRICKS
 KA0090  USGS QUAD   -  BROWNSBURG (1980)
 KA0090
 KA0090                         *CURRENT SURVEY CONTROL
 KA0090  ___________________________________________________________________
 KA0090* NAD 83(1986)-  39 45 25.     (N)    086 27 25.     (W)     SCALED    
 KA0090* NAVD 88     -       262.990  (meters)     862.83   (feet)  ADJUSTED  
 KA0090  ___________________________________________________________________
 KA0090  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KA0090  DYNAMIC HT  -         262.846 (meters)     862.35  (feet)  COMP
 KA0090  MODELED GRAV-     980,074.6   (mgal)                       NAVD 88
 KA0090
 KA0090  VERT ORDER  -  FIRST     CLASS II
 KA0090
 KA0090.The horizontal coordinates were scaled from a topographic map and have
 KA0090.an estimated accuracy of +/- 6 seconds.
 KA0090
 KA0090.The orthometric height was determined by differential leveling
 KA0090.and adjusted by the National Geodetic Survey in June 1991..
 KA0090
 KA0090.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0090.See file dsdata.txt to determine how the superseded data were derived.
 KA0090
 KA0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK465009(NAD 83)
 KA0090_MARKER: DB = BENCH MARK DISK
 KA0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0090_SP_SET: CULVERT
 KA0090_STAMPING: C 61 1946
 KA0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0616 ***********************************************************************
 KA0616  DESIGNATION -  C 62 RESET
 KA0616  PID         -  KA0616
 KA0616  STATE/COUNTY-  IN/PUTNAM
 KA0616  USGS QUAD   -  CLOVERDALE (1986)
 KA0616
 KA0616                         *CURRENT SURVEY CONTROL
 KA0616  ___________________________________________________________________
 KA0616* NAD 83(1986)-  39 34 40.     (N)    086 50 27.     (W)     SCALED    
 KA0616* NAVD 88     -       223.356  (meters)     732.79   (feet)  ADJUSTED  
 KA0616  ___________________________________________________________________
 KA0616  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KA0616  DYNAMIC HT  -         223.229 (meters)     732.38  (feet)  COMP
 KA0616  MODELED GRAV-     980,053.0   (mgal)                       NAVD 88
 KA0616
 KA0616  VERT ORDER  -  FIRST     CLASS II
 KA0616
 KA0616.The horizontal coordinates were scaled from a topographic map and have
 KA0616.an estimated accuracy of +/- 6 seconds.
 KA0616
 KA0616.The orthometric height was determined by differential leveling
 KA0616.and adjusted by the National Geodetic Survey in June 1991..
 KA0616
 KA0616.The geoid height was determined by GEOID03.
 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     -   480,670.      920,830.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0616.See file dsdata.txt to determine how the superseded data were derived.
 KA0616
 KA0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ136809(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0492 ***********************************************************************
 KA0492  DESIGNATION -  C 63
 KA0492  PID         -  KA0492
 KA0492  STATE/COUNTY-  IN/PUTNAM
 KA0492  USGS QUAD   -  CATARACT (1986)
 KA0492
 KA0492                         *CURRENT SURVEY CONTROL
 KA0492  ___________________________________________________________________
 KA0492* NAD 83(1986)-  39 29 59.     (N)    086 46 15.     (W)     SCALED    
 KA0492* NAVD 88     -       238.995  (meters)     784.10   (feet)  ADJUSTED  
 KA0492  ___________________________________________________________________
 KA0492  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KA0492  DYNAMIC HT  -         238.857 (meters)     783.65  (feet)  COMP
 KA0492  MODELED GRAV-     980,045.1   (mgal)                       NAVD 88
 KA0492
 KA0492  VERT ORDER  -  SECOND    CLASS 0
 KA0492
 KA0492.The horizontal coordinates were scaled from a topographic map and have
 KA0492.an estimated accuracy of +/- 6 seconds.
 KA0492
 KA0492.The orthometric height was determined by differential leveling
 KA0492.and adjusted by the National Geodetic Survey in June 1991..
 KA0492
 KA0492.The geoid height was determined by GEOID03.
 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     -   472,020.      926,880.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0492.See file dsdata.txt to determine how the superseded data were derived.
 KA0492
 KA0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ197722(NAD 83)
 KA0492_MARKER: DB = BENCH MARK DISK
 KA0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0492_STAMPING: C 63 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0159 ***********************************************************************
 KA0159  CBN         -  This is a Cooperative Base Network Control Station.
 KA0159  DESIGNATION -  C 64
 KA0159  PID         -  KA0159
 KA0159  STATE/COUNTY-  IN/MORGAN
 KA0159  USGS QUAD   -  MOORESVILLE EAST (1980)
 KA0159
 KA0159                         *CURRENT SURVEY CONTROL
 KA0159  ___________________________________________________________________
 KA0159* NAD 83(1997)-  39 37 11.68702(N)    086 21 43.96801(W)     ADJUSTED  
 KA0159* NAVD 88     -       205.495  (meters)     674.19   (feet)  ADJUSTED  
 KA0159  ___________________________________________________________________
 KA0159  X           -     312,158.732 (meters)                     COMP
 KA0159  Y           -  -4,909,946.675 (meters)                     COMP
 KA0159  Z           -   4,045,677.745 (meters)                     COMP
 KA0159  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 KA0159  ELLIP HEIGHT-         172.62  (meters)          (04/10/98) GPS OBS
 KA0159  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KA0159  DYNAMIC HT  -         205.385 (meters)     673.83  (feet)  COMP
 KA0159  MODELED GRAV-     980,084.4   (mgal)                       NAVD 88
 KA0159
 KA0159  HORZ ORDER  -  B
 KA0159  VERT ORDER  -  SECOND    CLASS 0
 KA0159  ELLP ORDER  -  FOURTH    CLASS I
 KA0159
 KA0159.The horizontal coordinates were established by GPS observations
 KA0159.and adjusted by the National Geodetic Survey in April 1998..
 KA0159
 KA0159.The orthometric height was determined by differential leveling
 KA0159.and adjusted by the National Geodetic Survey in June 1991..
 KA0159
 KA0159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA0159
 KA0159.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA0159
 KA0159.The ellipsoidal height was determined by GPS observations
 KA0159.and is referenced to NAD 83.
 KA0159
 KA0159.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 KA0159;SPC IN W     -   485,566.097   961,917.523   MT  1.00001385   +0 27 35.5
 KA0159;SPC IN W     - 1,593,061.44  3,155,891.07   sFT  1.00001385   +0 27 35.5
 KA0159;UTM  16      - 4,385,766.969   554,742.134   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                          SUPERSEDED SURVEY CONTROL
 KA0159
 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 (04/10/98)  205.50   (m)          674.2    (f) LEVELING    3  
 KA0159  NGVD 29 (??/??/92)  205.624  (m)          674.62   (f) ADJ UNCH    2 0
 KA0159
 KA0159.Superseded values are not recommended for survey control.
 KA0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0159.See file dsdata.txt to determine how the superseded data were derived.
 KA0159
 KA0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ5474285767(NAD 83)
 KA0159_MARKER: DB = BENCH MARK DISK
 KA0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0159_SP_SET: CONCRETE POST
 KA0159_STAMPING: C 64 1946
 KA0159_MARK LOGO: CGS   
 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 - February 01, 2001
 KA0159
 KA0159  HISTORY     - Date     Condition        Report By
 KA0159  HISTORY     - 1946     MONUMENTED       CGS
 KA0159  HISTORY     - 1954     GOOD             NGS
 KA0159  HISTORY     - 19880615 GOOD             NGS
 KA0159  HISTORY     - 19901008 GOOD             NGS
 KA0159  HISTORY     - 19970818 GOOD             SEC
 KA0159  HISTORY     - 20010201 GOOD             INDNR
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0136 ***********************************************************************
 KA0136  DESIGNATION -  C 65
 KA0136  PID         -  KA0136
 KA0136  STATE/COUNTY-  IN/MARION
 KA0136  USGS QUAD   -  MAYWOOD (1986)
 KA0136
 KA0136                         *CURRENT SURVEY CONTROL
 KA0136  ___________________________________________________________________
 KA0136* NAD 83(1986)-  39 44 12.     (N)    086 13 33.     (W)     SCALED    
 KA0136* NAVD 88     -       216.338  (meters)     709.77   (feet)  ADJUSTED  
 KA0136  ___________________________________________________________________
 KA0136  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KA0136  DYNAMIC HT  -         216.221 (meters)     709.39  (feet)  COMP
 KA0136  MODELED GRAV-     980,079.3   (mgal)                       NAVD 88
 KA0136
 KA0136  VERT ORDER  -  SECOND    CLASS 0
 KA0136
 KA0136.The horizontal coordinates were scaled from a topographic map and have
 KA0136.an estimated accuracy of +/- 6 seconds.
 KA0136
 KA0136.The orthometric height was determined by differential leveling
 KA0136.and adjusted by the National Geodetic Survey in June 1991..
 KA0136
 KA0136.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0136.See file dsdata.txt to determine how the superseded data were derived.
 KA0136
 KA0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ663988(NAD 83)
 KA0136_MARKER: DB = BENCH MARK DISK
 KA0136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0136_SP_SET: BUILDING
 KA0136_STAMPING: C 65 1946
 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 = OCTOBER  6, 2006
 KA0947 ***********************************************************************
 KA0947  DESIGNATION -  C 67
 KA0947  PID         -  KA0947
 KA0947  STATE/COUNTY-  IN/CLAY
 KA0947  USGS QUAD   -  BRAZIL EAST (1986)
 KA0947
 KA0947                         *CURRENT SURVEY CONTROL
 KA0947  ___________________________________________________________________
 KA0947* NAD 83(1986)-  39 32 02.     (N)    087 07 29.     (W)     SCALED    
 KA0947* NAVD 88     -       203.677  (meters)     668.23   (feet)  ADJUSTED  
 KA0947  ___________________________________________________________________
 KA0947  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KA0947  DYNAMIC HT  -         203.560 (meters)     667.85  (feet)  COMP
 KA0947  MODELED GRAV-     980,044.0   (mgal)                       NAVD 88
 KA0947
 KA0947  VERT ORDER  -  SECOND    CLASS 0
 KA0947
 KA0947.The horizontal coordinates were scaled from a topographic map and have
 KA0947.an estimated accuracy of +/- 6 seconds.
 KA0947
 KA0947.The orthometric height was determined by differential leveling
 KA0947.and adjusted by the National Geodetic Survey in June 1991..
 KA0947
 KA0947.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0947.See file dsdata.txt to determine how the superseded data were derived.
 KA0947
 KA0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ892760(NAD 83)
 KA0947_MARKER: DB = BENCH MARK DISK
 KA0947_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0947_SP_SET: CULVERT
 KA0947_STAMPING: C 67 1946
 KA0947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA1157 ***********************************************************************
 KA1157  DESIGNATION -  C 68
 KA1157  PID         -  KA1157
 KA1157  STATE/COUNTY-  IN/CLAY
 KA1157  USGS QUAD   -  STAUNTON (1986)
 KA1157
 KA1157                         *CURRENT SURVEY CONTROL
 KA1157  ___________________________________________________________________
 KA1157* NAD 83(1986)-  39 28 36.     (N)    087 11 24.     (W)     SCALED    
 KA1157* NAVD 88     -       201.952  (meters)     662.57   (feet)  ADJUSTED  
 KA1157  ___________________________________________________________________
 KA1157  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KA1157  DYNAMIC HT  -         201.837 (meters)     662.19  (feet)  COMP
 KA1157  MODELED GRAV-     980,050.1   (mgal)                       NAVD 88
 KA1157
 KA1157  VERT ORDER  -  SECOND    CLASS 0
 KA1157
 KA1157.The horizontal coordinates were scaled from a topographic map and have
 KA1157.an estimated accuracy of +/- 6 seconds.
 KA1157
 KA1157.The orthometric height was determined by differential leveling
 KA1157.and adjusted by the National Geodetic Survey in June 1991..
 KA1157
 KA1157.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1157.See file dsdata.txt to determine how the superseded data were derived.
 KA1157
 KA1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ836696(NAD 83)
 KA1157_MARKER: DB = BENCH MARK DISK
 KA1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1157_STAMPING: C 68 1946
 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 = OCTOBER  6, 2006
 KA1147 ***********************************************************************
 KA1147  DESIGNATION -  C 69
 KA1147  PID         -  KA1147
 KA1147  STATE/COUNTY-  IN/CLAY
 KA1147  USGS QUAD   -  CENTER POINT (1986)
 KA1147
 KA1147                         *CURRENT SURVEY CONTROL
 KA1147  ___________________________________________________________________
 KA1147* NAD 83(1986)-  39 25 17.     (N)    087 04 58.     (W)     SCALED    
 KA1147* NAVD 88     -       199.099  (meters)     653.21   (feet)  ADJUSTED  
 KA1147  ___________________________________________________________________
 KA1147  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KA1147  DYNAMIC HT  -         198.985 (meters)     652.84  (feet)  COMP
 KA1147  MODELED GRAV-     980,049.4   (mgal)                       NAVD 88
 KA1147
 KA1147  VERT ORDER  -  SECOND    CLASS 0
 KA1147
 KA1147.The horizontal coordinates were scaled from a topographic map and have
 KA1147.an estimated accuracy of +/- 6 seconds.
 KA1147
 KA1147.The orthometric height was determined by differential leveling
 KA1147.and adjusted by the National Geodetic Survey in June 1991..
 KA1147
 KA1147.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1147.See file dsdata.txt to determine how the superseded data were derived.
 KA1147
 KA1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ928635(NAD 83)
 KA1147_MARKER: DB = BENCH MARK DISK
 KA1147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1147_SP_SET: CULVERT
 KA1147_STAMPING: C 69 1946
 KA1147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA1154 ***********************************************************************
 KA1154  DESIGNATION -  C 70
 KA1154  PID         -  KA1154
 KA1154  STATE/COUNTY-  IN/CLAY
 KA1154  USGS QUAD   -  STAUNTON (1986)
 KA1154
 KA1154                         *CURRENT SURVEY CONTROL
 KA1154  ___________________________________________________________________
 KA1154* NAD 83(1986)-  39 29 25.     (N)    087 09 46.     (W)     SCALED    
 KA1154* NAVD 88     -       200.380  (meters)     657.41   (feet)  ADJUSTED  
 KA1154  ___________________________________________________________________
 KA1154  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KA1154  DYNAMIC HT  -         200.266 (meters)     657.04  (feet)  COMP
 KA1154  MODELED GRAV-     980,050.3   (mgal)                       NAVD 88
 KA1154
 KA1154  VERT ORDER  -  SECOND    CLASS 0
 KA1154
 KA1154.The horizontal coordinates were scaled from a topographic map and have
 KA1154.an estimated accuracy of +/- 6 seconds.
 KA1154
 KA1154.The orthometric height was determined by differential leveling
 KA1154.and adjusted by the National Geodetic Survey in June 1991..
 KA1154
 KA1154.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1154.See file dsdata.txt to determine how the superseded data were derived.
 KA1154
 KA1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ860711(NAD 83)
 KA1154_MARKER: DB = BENCH MARK DISK
 KA1154_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1154_SP_SET: BRIDGE
 KA1154_STAMPING: C 70 1946
 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 = OCTOBER  6, 2006
 KA0828 ***********************************************************************
 KA0828  DESIGNATION -  C 71
 KA0828  PID         -  KA0828
 KA0828  STATE/COUNTY-  IN/PARKE
 KA0828  USGS QUAD   -  MANSFIELD (1983)
 KA0828
 KA0828                         *CURRENT SURVEY CONTROL
 KA0828  ___________________________________________________________________
 KA0828* NAD 83(1986)-  39 38 04.     (N)    087 06 06.     (W)     SCALED    
 KA0828* NAVD 88     -       211.875  (meters)     695.13   (feet)  ADJUSTED  
 KA0828  ___________________________________________________________________
 KA0828  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KA0828  DYNAMIC HT  -         211.754 (meters)     694.73  (feet)  COMP
 KA0828  MODELED GRAV-     980,052.6   (mgal)                       NAVD 88
 KA0828
 KA0828  VERT ORDER  -  SECOND    CLASS 0
 KA0828
 KA0828.The horizontal coordinates were scaled from a topographic map and have
 KA0828.an estimated accuracy of +/- 6 seconds.
 KA0828
 KA0828.The orthometric height was determined by differential leveling
 KA0828.and adjusted by the National Geodetic Survey in June 1991..
 KA0828
 KA0828.The geoid height was determined by GEOID03.
 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     -   486,930.      898,430.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0828.See file dsdata.txt to determine how the superseded data were derived.
 KA0828
 KA0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ912871(NAD 83)
 KA0828_MARKER: DB = BENCH MARK DISK
 KA0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0828_STAMPING: C 71 1946
 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 = OCTOBER  6, 2006
 KA0558 ***********************************************************************
 KA0558  DESIGNATION -  C 72
 KA0558  PID         -  KA0558
 KA0558  STATE/COUNTY-  IN/PUTNAM
 KA0558  USGS QUAD   -  RUSSELLVILLE (1963)
 KA0558
 KA0558                         *CURRENT SURVEY CONTROL
 KA0558  ___________________________________________________________________
 KA0558* NAD 83(1986)-  39 45 50.     (N)    086 57 28.     (W)     SCALED    
 KA0558* NAVD 88     -       235.724  (meters)     773.37   (feet)  ADJUSTED  
 KA0558  ___________________________________________________________________
 KA0558  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KA0558  DYNAMIC HT  -         235.590 (meters)     772.93  (feet)  COMP
 KA0558  MODELED GRAV-     980,053.6   (mgal)                       NAVD 88
 KA0558
 KA0558  VERT ORDER  -  SECOND    CLASS 0
 KA0558
 KA0558.The horizontal coordinates were scaled from a topographic map and have
 KA0558.an estimated accuracy of +/- 6 seconds.
 KA0558
 KA0558.The orthometric height was determined by differential leveling
 KA0558.and adjusted by the National Geodetic Survey in June 1991..
 KA0558
 KA0558.The geoid height was determined by GEOID03.
 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     -   501,310.      910,760.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0558.See file dsdata.txt to determine how the superseded data were derived.
 KA0558
 KA0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK036015(NAD 83)
 KA0558_MARKER: DB = BENCH MARK DISK
 KA0558_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0558_SP_SET: BRIDGE
 KA0558_STAMPING: C 72 1946
 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 = OCTOBER  6, 2006
 KA0791 ***********************************************************************
 KA0791  DESIGNATION -  C 73
 KA0791  PID         -  KA0791
 KA0791  STATE/COUNTY-  IN/HENDRICKS
 KA0791  USGS QUAD   -  NORTH SALEM (1977)
 KA0791
 KA0791                         *CURRENT SURVEY CONTROL
 KA0791  ___________________________________________________________________
 KA0791* NAD 83(1986)-  39 46 17.     (N)    086 39 04.     (W)     SCALED    
 KA0791* NAVD 88     -       294.449  (meters)     966.04   (feet)  ADJUSTED  
 KA0791  ___________________________________________________________________
 KA0791  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KA0791  DYNAMIC HT  -         294.287 (meters)     965.51  (feet)  COMP
 KA0791  MODELED GRAV-     980,069.8   (mgal)                       NAVD 88
 KA0791
 KA0791  VERT ORDER  -  SECOND    CLASS 0
 KA0791
 KA0791.The horizontal coordinates were scaled from a topographic map and have
 KA0791.an estimated accuracy of +/- 6 seconds.
 KA0791
 KA0791.The orthometric height was determined by differential leveling
 KA0791.and adjusted by the National Geodetic Survey in June 1991..
 KA0791
 KA0791.The geoid height was determined by GEOID03.
 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     -   502,230.      937,030.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0791.See file dsdata.txt to determine how the superseded data were derived.
 KA0791
 KA0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK298024(NAD 83)
 KA0791_MARKER: DB = BENCH MARK DISK
 KA0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0791_STAMPING: C 73 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0775 ***********************************************************************
 KA0775  DESIGNATION -  C 74
 KA0775  PID         -  KA0775
 KA0775  STATE/COUNTY-  IN/PUTNAM
 KA0775  USGS QUAD   -  RUSSELLVILLE (1963)
 KA0775
 KA0775                         *CURRENT SURVEY CONTROL
 KA0775  ___________________________________________________________________
 KA0775* NAD 83(1986)-  39 48 19.     (N)    086 58 11.     (W)     SCALED    
 KA0775* NAVD 88     -       235.989  (meters)     774.24   (feet)  ADJUSTED  
 KA0775  ___________________________________________________________________
 KA0775  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KA0775  DYNAMIC HT  -         235.855 (meters)     773.80  (feet)  COMP
 KA0775  MODELED GRAV-     980,056.3   (mgal)                       NAVD 88
 KA0775
 KA0775  VERT ORDER  -  SECOND    CLASS 0
 KA0775
 KA0775.The horizontal coordinates were scaled from a topographic map and have
 KA0775.an estimated accuracy of +/- 6 seconds.
 KA0775
 KA0775.The orthometric height was determined by differential leveling
 KA0775.and adjusted by the National Geodetic Survey in June 1991..
 KA0775
 KA0775.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0775.See file dsdata.txt to determine how the superseded data were derived.
 KA0775
 KA0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK025061(NAD 83)
 KA0775_MARKER: DB = BENCH MARK DISK
 KA0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0775_STAMPING: C 74 1946
 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 = OCTOBER  6, 2006
 KA0730 ***********************************************************************
 KA0730  DESIGNATION -  C 75
 KA0730  PID         -  KA0730
 KA0730  STATE/COUNTY-  IN/MONTGOMERY
 KA0730  USGS QUAD   -  LADOGA (1984)
 KA0730
 KA0730                         *CURRENT SURVEY CONTROL
 KA0730  ___________________________________________________________________
 KA0730* NAD 83(1986)-  39 55 05.     (N)    086 48 03.     (W)     SCALED    
 KA0730* NAVD 88     -       251.725  (meters)     825.87   (feet)  ADJUSTED  
 KA0730  ___________________________________________________________________
 KA0730  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KA0730  DYNAMIC HT  -         251.588 (meters)     825.42  (feet)  COMP
 KA0730  MODELED GRAV-     980,074.7   (mgal)                       NAVD 88
 KA0730
 KA0730  VERT ORDER  -  SECOND    CLASS 0
 KA0730
 KA0730.The horizontal coordinates were scaled from a topographic map and have
 KA0730.an estimated accuracy of +/- 6 seconds.
 KA0730
 KA0730.The orthometric height was determined by differential leveling
 KA0730.and adjusted by the National Geodetic Survey in June 1991..
 KA0730
 KA0730.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0730.See file dsdata.txt to determine how the superseded data were derived.
 KA0730
 KA0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK170186(NAD 83)
 KA0730_MARKER: DB = BENCH MARK DISK
 KA0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0730_STAMPING: C 75 1946
 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 = OCTOBER  6, 2006
 KA0099 ***********************************************************************
 KA0099  DESIGNATION -  C 77
 KA0099  PID         -  KA0099
 KA0099  STATE/COUNTY-  IN/MARION
 KA0099  USGS QUAD   -  CLERMONT (1984)
 KA0099
 KA0099                         *CURRENT SURVEY CONTROL
 KA0099  ___________________________________________________________________
 KA0099* NAD 83(1986)-  39 45 38.     (N)    086 17 45.     (W)     SCALED    
 KA0099* NAVD 88     -       237.405  (meters)     778.89   (feet)  POSTED    
 KA0099  ___________________________________________________________________
 KA0099  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KA0099  DYNAMIC HT  -         237.280 (meters)     778.48  (feet)  COMP
 KA0099  MODELED GRAV-     980,081.7   (mgal)                       NAVD 88
 KA0099
 KA0099  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KA0099
 KA0099.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KA0099.rate of 2.1 thru 3.0 mm/km.
 KA0099
 KA0099.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0099.See file dsdata.txt to determine how the superseded data were derived.
 KA0099
 KA0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK603014(NAD 83)
 KA0099_MARKER: DB = BENCH MARK DISK
 KA0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0099_STAMPING: C 77 1946
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 LB0595 ***********************************************************************
 LB0595  DESIGNATION -  C 78
 LB0595  PID         -  LB0595
 LB0595  STATE/COUNTY-  IN/BOONE
 LB0595  USGS QUAD   -  KIRKLIN (1977)
 LB0595
 LB0595                         *CURRENT SURVEY CONTROL
 LB0595  ___________________________________________________________________
 LB0595* NAD 83(1986)-  40 08 39.     (N)    086 20 10.     (W)     SCALED    
 LB0595* NAVD 88     -       285.279  (meters)     935.95   (feet)  ADJUSTED  
 LB0595  ___________________________________________________________________
 LB0595  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 LB0595  DYNAMIC HT  -         285.122 (meters)     935.44  (feet)  COMP
 LB0595  MODELED GRAV-     980,066.8   (mgal)                       NAVD 88
 LB0595
 LB0595  VERT ORDER  -  SECOND    CLASS 0
 LB0595
 LB0595.The horizontal coordinates were scaled from a topographic map and have
 LB0595.an estimated accuracy of +/- 6 seconds.
 LB0595
 LB0595.The orthometric height was determined by differential leveling
 LB0595.and adjusted by the National Geodetic Survey in June 1991..
 LB0595
 LB0595.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 LB0595;SPC IN W     -   543,790.      963,670.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0595.See file dsdata.txt to determine how the superseded data were derived.
 LB0595
 LB0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK565439(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0595
 LB0595  HISTORY     - Date     Condition        Report By
 LB0595  HISTORY     - 1946     MONUMENTED       CGS
 LB0595  HISTORY     - 1981     GOOD             LOCSUR
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0070 ***********************************************************************
 KA0070  DESIGNATION -  C 79
 KA0070  PID         -  KA0070
 KA0070  STATE/COUNTY-  IN/MARION
 KA0070  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA0070
 KA0070                         *CURRENT SURVEY CONTROL
 KA0070  ___________________________________________________________________
 KA0070* NAD 83(1986)-  39 48 25.     (N)    086 10 21.     (W)     SCALED    
 KA0070* NAVD 88     -       221.270  (meters)     725.95   (feet)  ADJUSTED  
 KA0070  ___________________________________________________________________
 KA0070  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KA0070  DYNAMIC HT  -         221.148 (meters)     725.55  (feet)  COMP
 KA0070  MODELED GRAV-     980,070.7   (mgal)                       NAVD 88
 KA0070
 KA0070  VERT ORDER  -  SECOND    CLASS 0
 KA0070
 KA0070.The horizontal coordinates were scaled from a topographic map and have
 KA0070.an estimated accuracy of +/- 6 seconds.
 KA0070
 KA0070.The orthometric height was determined by differential leveling
 KA0070.and adjusted by the National Geodetic Survey in June 1991..
 KA0070
 KA0070.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0070.See file dsdata.txt to determine how the superseded data were derived.
 KA0070
 KA0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK708066(NAD 83)
 KA0070_MARKER: DB = BENCH MARK DISK
 KA0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0070_SP_SET: BUILDING
 KA0070_STAMPING: C 79 1946
 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 = OCTOBER  6, 2006
 MD1258 ***********************************************************************
 MD1258  DESIGNATION -  C 8
 MD1258  PID         -  MD1258
 MD1258  STATE/COUNTY-  IN/KOSCIUSKO
 MD1258  USGS QUAD   -  BURKET (1994)
 MD1258
 MD1258                         *CURRENT SURVEY CONTROL
 MD1258  ___________________________________________________________________
 MD1258* NAD 83(1986)-  41 14 49.     (N)    085 55 27.     (W)     SCALED    
 MD1258* NAVD 88     -       247.206  (meters)     811.04   (feet)  ADJUSTED  
 MD1258  ___________________________________________________________________
 MD1258  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MD1258  DYNAMIC HT  -         247.102 (meters)     810.70  (feet)  COMP
 MD1258  MODELED GRAV-     980,197.1   (mgal)                       NAVD 88
 MD1258
 MD1258  VERT ORDER  -  FIRST     CLASS II
 MD1258
 MD1258.The horizontal coordinates were scaled from a topographic map and have
 MD1258.an estimated accuracy of +/- 6 seconds.
 MD1258
 MD1258.The orthometric height was determined by differential leveling
 MD1258.and adjusted by the National Geodetic Survey in June 1991..
 MD1258
 MD1258.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1258.See file dsdata.txt to determine how the superseded data were derived.
 MD1258
 MD1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL901667(NAD 83)
 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     - UNK      MONUMENTED       CGS
 MD1258  HISTORY     - 1946     GOOD             NGS
 MD1258  HISTORY     - 1968     MARK NOT FOUND   NGS
 MD1258  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 MD1258
 MD1258                          STATION DESCRIPTION
 MD1258
 MD1258'DESCRIBED BY NATIONAL 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 NATIONAL 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 = OCTOBER  6, 2006
 KA0214 ***********************************************************************
 KA0214  DESIGNATION -  C 80
 KA0214  PID         -  KA0214
 KA0214  STATE/COUNTY-  IN/BOONE
 KA0214  USGS QUAD   -  ZIONSVILLE (1988)
 KA0214
 KA0214                         *CURRENT SURVEY CONTROL
 KA0214  ___________________________________________________________________
 KA0214* NAD 83(1986)-  39 57 15.     (N)    086 22 05.     (W)     SCALED    
 KA0214* NAVD 88     -       282.648  (meters)     927.32   (feet)  ADJUSTED  
 KA0214  ___________________________________________________________________
 KA0214  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 KA0214  DYNAMIC HT  -         282.492 (meters)     926.81  (feet)  COMP
 KA0214  MODELED GRAV-     980,067.0   (mgal)                       NAVD 88
 KA0214
 KA0214  VERT ORDER  -  SECOND    CLASS 0
 KA0214
 KA0214.The horizontal coordinates were scaled from a topographic map and have
 KA0214.an estimated accuracy of +/- 6 seconds.
 KA0214
 KA0214.The orthometric height was determined by differential leveling
 KA0214.and adjusted by the National Geodetic Survey in June 1991..
 KA0214
 KA0214.The geoid height was determined by GEOID03.
 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     -   522,670.      961,120.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0214.See file dsdata.txt to determine how the superseded data were derived.
 KA0214
 KA0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK539228(NAD 83)
 KA0214_MARKER: DB = BENCH MARK DISK
 KA0214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0214_SP_SET: CULVERT
 KA0214_STAMPING: C 80 1946
 KA0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0214
 KA0214  HISTORY     - Date     Condition        Report By
 KA0214  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0535 ***********************************************************************
 KA0535  DESIGNATION -  C 81
 KA0535  PID         -  KA0535
 KA0535  STATE/COUNTY-  IN/OWEN
 KA0535  USGS QUAD   -  CATARACT (1986)
 KA0535
 KA0535                         *CURRENT SURVEY CONTROL
 KA0535  ___________________________________________________________________
 KA0535* NAD 83(1986)-  39 26 28.     (N)    086 45 20.     (W)     SCALED    
 KA0535* NAVD 88     -       223.031  (meters)     731.73   (feet)  ADJUSTED  
 KA0535  ___________________________________________________________________
 KA0535  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KA0535  DYNAMIC HT  -         222.902 (meters)     731.30  (feet)  COMP
 KA0535  MODELED GRAV-     980,044.8   (mgal)                       NAVD 88
 KA0535
 KA0535  VERT ORDER  -  SECOND    CLASS 0
 KA0535
 KA0535.The horizontal coordinates were scaled from a topographic map and have
 KA0535.an estimated accuracy of +/- 6 seconds.
 KA0535
 KA0535.The orthometric height was determined by differential leveling
 KA0535.and adjusted by the National Geodetic Survey in June 1991..
 KA0535
 KA0535.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0535.See file dsdata.txt to determine how the superseded data were derived.
 KA0535
 KA0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ210657(NAD 83)
 KA0535_MARKER: DB = BENCH MARK DISK
 KA0535_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0535_SP_SET: BRIDGE
 KA0535_STAMPING: C 81 1946
 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 = OCTOBER  6, 2006
 KA1218 ***********************************************************************
 KA1218  DESIGNATION -  C 82
 KA1218  PID         -  KA1218
 KA1218  STATE/COUNTY-  IN/CLAY
 KA1218  USGS QUAD   -  STAUNTON (1986)
 KA1218
 KA1218                         *CURRENT SURVEY CONTROL
 KA1218  ___________________________________________________________________
 KA1218* NAD 83(1986)-  39 22 57.     (N)    087 10 09.     (W)     SCALED    
 KA1218* NAVD 88     -       175.900  (meters)     577.10   (feet)  ADJUSTED  
 KA1218  ___________________________________________________________________
 KA1218  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KA1218  DYNAMIC HT  -         175.799 (meters)     576.77  (feet)  COMP
 KA1218  MODELED GRAV-     980,048.4   (mgal)                       NAVD 88
 KA1218
 KA1218  VERT ORDER  -  FIRST     CLASS II
 KA1218
 KA1218.The horizontal coordinates were scaled from a topographic map and have
 KA1218.an estimated accuracy of +/- 6 seconds.
 KA1218
 KA1218.The orthometric height was determined by differential leveling
 KA1218.and adjusted by the National Geodetic Survey in June 1991..
 KA1218
 KA1218.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1218.See file dsdata.txt to determine how the superseded data were derived.
 KA1218
 KA1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ854592(NAD 83)
 KA1218_MARKER: DB = BENCH MARK DISK
 KA1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1218_STAMPING: C 82 1946
 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 = OCTOBER  6, 2006
 KA0353 ***********************************************************************
 KA0353  DESIGNATION -  C 83
 KA0353  PID         -  KA0353
 KA0353  STATE/COUNTY-  IN/GREENE
 KA0353  USGS QUAD   -  BLOOMFIELD (1980)
 KA0353
 KA0353                         *CURRENT SURVEY CONTROL
 KA0353  ___________________________________________________________________
 KA0353* NAD 83(1986)-  39 05 00.     (N)    086 59 53.     (W)     SCALED    
 KA0353* NAVD 88     -       154.821  (meters)     507.94   (feet)  ADJUSTED  
 KA0353  ___________________________________________________________________
 KA0353  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KA0353  DYNAMIC HT  -         154.728 (meters)     507.64  (feet)  COMP
 KA0353  MODELED GRAV-     980,023.7   (mgal)                       NAVD 88
 KA0353
 KA0353  VERT ORDER  -  FIRST     CLASS II
 KA0353
 KA0353.The horizontal coordinates were scaled from a topographic map and have
 KA0353.an estimated accuracy of +/- 6 seconds.
 KA0353
 KA0353.The orthometric height was determined by differential leveling
 KA0353.and adjusted by the National Geodetic Survey in June 1991..
 KA0353
 KA0353.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0353.See file dsdata.txt to determine how the superseded data were derived.
 KA0353
 KA0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ001260(NAD 83)
 KA0353_MARKER: DB = BENCH MARK DISK
 KA0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0353_STAMPING: C 83 1946
 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 = OCTOBER  6, 2006
 KA0483 ***********************************************************************
 KA0483  DESIGNATION -  C 84
 KA0483  PID         -  KA0483
 KA0483  STATE/COUNTY-  IN/OWEN
 KA0483  USGS QUAD   -  CATARACT (1986)
 KA0483
 KA0483                         *CURRENT SURVEY CONTROL
 KA0483  ___________________________________________________________________
 KA0483* NAD 83(1986)-  39 23 55.     (N)    086 48 14.     (W)     SCALED    
 KA0483* NAVD 88     -       213.293  (meters)     699.78   (feet)  ADJUSTED  
 KA0483  ___________________________________________________________________
 KA0483  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KA0483  DYNAMIC HT  -         213.168 (meters)     699.37  (feet)  COMP
 KA0483  MODELED GRAV-     980,037.5   (mgal)                       NAVD 88
 KA0483
 KA0483  VERT ORDER  -  SECOND    CLASS 0
 KA0483
 KA0483.The horizontal coordinates were scaled from a topographic map and have
 KA0483.an estimated accuracy of +/- 6 seconds.
 KA0483
 KA0483.The orthometric height was determined by differential leveling
 KA0483.and adjusted by the National Geodetic Survey in June 1991..
 KA0483
 KA0483.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0483.See file dsdata.txt to determine how the superseded data were derived.
 KA0483
 KA0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ168610(NAD 83)
 KA0483_MARKER: DB = BENCH MARK DISK
 KA0483_SETTING: 66 = SET IN ROCK OUTCROP
 KA0483_SP_SET: ROCK OUTCROP
 KA0483_STAMPING: C 84 1946
 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 = OCTOBER  6, 2006
 KA0347 ***********************************************************************
 KA0347  DESIGNATION -  C 85
 KA0347  PID         -  KA0347
 KA0347  STATE/COUNTY-  IN/GREENE
 KA0347  USGS QUAD   -  BLOOMFIELD (1980)
 KA0347
 KA0347                         *CURRENT SURVEY CONTROL
 KA0347  ___________________________________________________________________
 KA0347* NAD 83(1986)-  39 02 45.     (N)    086 59 21.     (W)     SCALED    
 KA0347* NAVD 88     -       152.631  (meters)     500.76   (feet)  ADJUSTED  
 KA0347  ___________________________________________________________________
 KA0347  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KA0347  DYNAMIC HT  -         152.538 (meters)     500.45  (feet)  COMP
 KA0347  MODELED GRAV-     980,018.3   (mgal)                       NAVD 88
 KA0347
 KA0347  VERT ORDER  -  FIRST     CLASS II
 KA0347
 KA0347.The horizontal coordinates were scaled from a topographic map and have
 KA0347.an estimated accuracy of +/- 6 seconds.
 KA0347
 KA0347.The orthometric height was determined by differential leveling
 KA0347.and adjusted by the National Geodetic Survey in June 1991..
 KA0347
 KA0347.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0347.See file dsdata.txt to determine how the superseded data were derived.
 KA0347
 KA0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ009218(NAD 83)
 KA0347_MARKER: DB = BENCH MARK DISK
 KA0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0347_STAMPING: C 85 1946
 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 = OCTOBER  6, 2006
 KA0785 ***********************************************************************
 KA0785  DESIGNATION -  C 86
 KA0785  PID         -  KA0785
 KA0785  STATE/COUNTY-  IN/HENDRICKS
 KA0785  USGS QUAD   -  DANVILLE (1970)
 KA0785
 KA0785                         *CURRENT SURVEY CONTROL
 KA0785  ___________________________________________________________________
 KA0785* NAD 83(1986)-  39 50 03.     (N)    086 32 35.     (W)     SCALED    
 KA0785* NAVD 88     -       286.531  (meters)     940.06   (feet)  ADJUSTED  
 KA0785  ___________________________________________________________________
 KA0785  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KA0785  DYNAMIC HT  -         286.374 (meters)     939.55  (feet)  COMP
 KA0785  MODELED GRAV-     980,070.7   (mgal)                       NAVD 88
 KA0785
 KA0785  VERT ORDER  -  SECOND    CLASS 0
 KA0785
 KA0785.The horizontal coordinates were scaled from a topographic map and have
 KA0785.an estimated accuracy of +/- 6 seconds.
 KA0785
 KA0785.The orthometric height was determined by differential leveling
 KA0785.and adjusted by the National Geodetic Survey in June 1991..
 KA0785
 KA0785.The geoid height was determined by GEOID03.
 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     -   509,250.      946,250.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0785.See file dsdata.txt to determine how the superseded data were derived.
 KA0785
 KA0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK390094(NAD 83)
 KA0785_MARKER: DB = BENCH MARK DISK
 KA0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0785_STAMPING: C 86 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0842 ***********************************************************************
 LB0842  DESIGNATION -  C 87
 LB0842  PID         -  LB0842
 LB0842  STATE/COUNTY-  IN/TIPPECANOE
 LB0842  USGS QUAD   -  MULBERRY (1980)
 LB0842
 LB0842                         *CURRENT SURVEY CONTROL
 LB0842  ___________________________________________________________________
 LB0842* NAD 83(1986)-  40 16 45.     (N)    086 43 47.     (W)     SCALED    
 LB0842* NAVD 88     -       243.303  (meters)     798.24   (feet)  ADJUSTED  
 LB0842  ___________________________________________________________________
 LB0842  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 LB0842  DYNAMIC HT  -         243.177 (meters)     797.82  (feet)  COMP
 LB0842  MODELED GRAV-     980,102.7   (mgal)                       NAVD 88
 LB0842
 LB0842  VERT ORDER  -  SECOND    CLASS 0
 LB0842
 LB0842.The horizontal coordinates were scaled from a topographic map and have
 LB0842.an estimated accuracy of +/- 6 seconds.
 LB0842
 LB0842.The orthometric height was determined by differential leveling
 LB0842.and adjusted by the National Geodetic Survey in June 1991..
 LB0842
 LB0842.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0842.See file dsdata.txt to determine how the superseded data were derived.
 LB0842
 LB0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK229587(NAD 83)
 LB0842_MARKER: DB = BENCH MARK DISK
 LB0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0842_STAMPING: C 87 1946
 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 = OCTOBER  6, 2006
 LB0790 ***********************************************************************
 LB0790  DESIGNATION -  C 88
 LB0790  PID         -  LB0790
 LB0790  STATE/COUNTY-  IN/TIPPECANOE
 LB0790  USGS QUAD   -  MULBERRY (1980)
 LB0790
 LB0790                         *CURRENT SURVEY CONTROL
 LB0790  ___________________________________________________________________
 LB0790* NAD 83(1986)-  40 15 30.     (N)    086 43 48.     (W)     SCALED    
 LB0790* NAVD 88     -       245.061  (meters)     804.00   (feet)  ADJUSTED  
 LB0790  ___________________________________________________________________
 LB0790  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 LB0790  DYNAMIC HT  -         244.934 (meters)     803.59  (feet)  COMP
 LB0790  MODELED GRAV-     980,100.2   (mgal)                       NAVD 88
 LB0790
 LB0790  VERT ORDER  -  SECOND    CLASS 0
 LB0790
 LB0790.The horizontal coordinates were scaled from a topographic map and have
 LB0790.an estimated accuracy of +/- 6 seconds.
 LB0790
 LB0790.The orthometric height was determined by differential leveling
 LB0790.and adjusted by the National Geodetic Survey in June 1991..
 LB0790
 LB0790.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0790.See file dsdata.txt to determine how the superseded data were derived.
 LB0790
 LB0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK229564(NAD 83)
 LB0790_MARKER: DB = BENCH MARK DISK
 LB0790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0790_SP_SET: CULVERT HEADWALL
 LB0790_STAMPING: C 88 1946
 LB0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0790
 LB0790  HISTORY     - Date     Condition        Report By
 LB0790  HISTORY     - 1946     MONUMENTED       CGS
 LB0790  HISTORY     - 1965     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 LB0836 ***********************************************************************
 LB0836  DESIGNATION -  C 89
 LB0836  PID         -  LB0836
 LB0836  STATE/COUNTY-  IN/MONTGOMERY
 LB0836  USGS QUAD   -  LINDEN (1986)
 LB0836
 LB0836                         *CURRENT SURVEY CONTROL
 LB0836  ___________________________________________________________________
 LB0836* NAD 83(1986)-  40 08 03.     (N)    086 54 17.     (W)     SCALED    
 LB0836* NAVD 88     -       242.265  (meters)     794.83   (feet)  ADJUSTED  
 LB0836  ___________________________________________________________________
 LB0836  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 LB0836  DYNAMIC HT  -         242.136 (meters)     794.41  (feet)  COMP
 LB0836  MODELED GRAV-     980,089.8   (mgal)                       NAVD 88
 LB0836
 LB0836  VERT ORDER  -  SECOND    CLASS 0
 LB0836
 LB0836.The horizontal coordinates were scaled from a topographic map and have
 LB0836.an estimated accuracy of +/- 6 seconds.
 LB0836
 LB0836.The orthometric height was determined by differential leveling
 LB0836.and adjusted by the National Geodetic Survey in June 1991..
 LB0836
 LB0836.The geoid height was determined by GEOID03.
 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     -   542,430.      915,220.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0836.See file dsdata.txt to determine how the superseded data were derived.
 LB0836
 LB0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK081426(NAD 83)
 LB0836_MARKER: DB = BENCH MARK DISK
 LB0836_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0836_SP_SET: CULVERT HEADWALL
 LB0836_STAMPING: C 89 1946
 LB0836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 MD1361 ***********************************************************************
 MD1361  DESIGNATION -  C 9
 MD1361  PID         -  MD1361
 MD1361  STATE/COUNTY-  IN/ELKHART
 MD1361  USGS QUAD   -  BRISTOL (1994)
 MD1361
 MD1361                         *CURRENT SURVEY CONTROL
 MD1361  ___________________________________________________________________
 MD1361* NAD 83(1986)-  41 43 03.     (N)    085 49 01.     (W)     SCALED    
 MD1361* NAVD 88     -       235.267  (meters)     771.87   (feet)  ADJUSTED  
 MD1361  ___________________________________________________________________
 MD1361  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MD1361  DYNAMIC HT  -         235.180 (meters)     771.59  (feet)  COMP
 MD1361  MODELED GRAV-     980,250.8   (mgal)                       NAVD 88
 MD1361
 MD1361  VERT ORDER  -  FIRST     CLASS II
 MD1361
 MD1361.The horizontal coordinates were scaled from a topographic map and have
 MD1361.an estimated accuracy of +/- 6 seconds.
 MD1361
 MD1361.The orthometric height was determined by differential leveling
 MD1361.and adjusted by the National Geodetic Survey in June 1991..
 MD1361
 MD1361.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1361.See file dsdata.txt to determine how the superseded data were derived.
 MD1361
 MD1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM984190(NAD 83)
 MD1361_MARKER: DB = BENCH MARK DISK
 MD1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1361_STAMPING: ELEV 772.308 FT C 9
 MD1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1361+STABILITY: SURFACE MOTION
 MD1361
 MD1361  HISTORY     - Date     Condition        Report By
 MD1361  HISTORY     - UNK      MONUMENTED       CGS
 MD1361  HISTORY     - 1934     GOOD             NGS
 MD1361  HISTORY     - 1959     POOR             USGS
 MD1361  HISTORY     - 19930106 MARK NOT FOUND   NGS
 MD1361
 MD1361                          STATION DESCRIPTION
 MD1361
 MD1361'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1190 ***********************************************************************
 ME1190  DESIGNATION -  C 90
 ME1190  PID         -  ME1190
 ME1190  STATE/COUNTY-  IN/LAKE
 ME1190  USGS QUAD   -  SCHNEIDER (1992)
 ME1190
 ME1190                         *CURRENT SURVEY CONTROL
 ME1190  ___________________________________________________________________
 ME1190* NAD 83(1986)-  41 11 18.     (N)    087 26 54.     (W)     SCALED    
 ME1190* NAVD 88     -       193.820  (meters)     635.89   (feet)  ADJUSTED  
 ME1190  ___________________________________________________________________
 ME1190  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 ME1190  DYNAMIC HT  -         193.738 (meters)     635.62  (feet)  COMP
 ME1190  MODELED GRAV-     980,199.2   (mgal)                       NAVD 88
 ME1190
 ME1190  VERT ORDER  -  SECOND    CLASS 0
 ME1190
 ME1190.The horizontal coordinates were scaled from a topographic map and have
 ME1190.an estimated accuracy of +/- 6 seconds.
 ME1190
 ME1190.The orthometric height was determined by differential leveling
 ME1190.and adjusted by the National Geodetic Survey in June 1991..
 ME1190.WARNING-Repeat measurements at this control monument indicate possible
 ME1190.vertical movement.
 ME1190
 ME1190.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1190.See file dsdata.txt to determine how the superseded data were derived.
 ME1190
 ME1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL624597(NAD 83)
 ME1190_MARKER: DB = BENCH MARK DISK
 ME1190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1190_SP_SET: CONCRETE BASE
 ME1190_STAMPING: C 90 1934
 ME1190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1190
 ME1190  HISTORY     - Date     Condition        Report By
 ME1190  HISTORY     - 1934     MONUMENTED       CGS
 ME1190  HISTORY     - 1954     GOOD             NGS
 ME1190
 ME1190                          STATION DESCRIPTION
 ME1190
 ME1190'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0080 ***********************************************************************
 LB0080  DESIGNATION -  C 91
 LB0080  PID         -  LB0080
 LB0080  STATE/COUNTY-  IN/CASS
 LB0080  USGS QUAD   -  GALVESTON (1994)
 LB0080
 LB0080                         *CURRENT SURVEY CONTROL
 LB0080  ___________________________________________________________________
 LB0080* NAD 83(1986)-  40 36 11.     (N)    086 12 06.     (W)     SCALED    
 LB0080* NAVD 88     -       234.511  (meters)     769.39   (feet)  ADJUSTED  
 LB0080  ___________________________________________________________________
 LB0080  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 LB0080  DYNAMIC HT  -         234.393 (meters)     769.00  (feet)  COMP
 LB0080  MODELED GRAV-     980,119.4   (mgal)                       NAVD 88
 LB0080
 LB0080  VERT ORDER  -  SECOND    CLASS 0
 LB0080
 LB0080.The horizontal coordinates were scaled from a topographic map and have
 LB0080.an estimated accuracy of +/- 6 seconds.
 LB0080
 LB0080.The orthometric height was determined by differential leveling
 LB0080.and adjusted by the National Geodetic Survey in June 1991..
 LB0080
 LB0080.The geoid height was determined by GEOID03.
 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     -   594,620.       54,720.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0080.See file dsdata.txt to determine how the superseded data were derived.
 LB0080
 LB0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK675950(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0080
 LB0080  HISTORY     - Date     Condition        Report By
 LB0080  HISTORY     - 1938     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1856 ***********************************************************************
 JZ1856  DESIGNATION -  C 93
 JZ1856  PID         -  JZ1856
 JZ1856  STATE/COUNTY-  IN/JENNINGS
 JZ1856  USGS QUAD   -  HOLTON (1993)
 JZ1856
 JZ1856                         *CURRENT SURVEY CONTROL
 JZ1856  ___________________________________________________________________
 JZ1856* NAD 83(1986)-  39 03 46.     (N)    085 27 39.     (W)     SCALED    
 JZ1856* NAVD 88     -       262.309  (meters)     860.59   (feet)  POSTED    
 JZ1856  ___________________________________________________________________
 JZ1856  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ1856  DYNAMIC HT  -         262.140 (meters)     860.04  (feet)  COMP
 JZ1856  MODELED GRAV-     979,974.5   (mgal)                       NAVD 88
 JZ1856
 JZ1856  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JZ1856
 JZ1856.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JZ1856.rate of 0.0 thru 1.0 mm/km.
 JZ1856
 JZ1856.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1856.See file dsdata.txt to determine how the superseded data were derived.
 JZ1856
 JZ1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ331248(NAD 83)
 JZ1856_MARKER: DB = BENCH MARK DISK
 JZ1856_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1856_SP_SET: BUILDING
 JZ1856_STAMPING: C 93 1938
 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 = OCTOBER  6, 2006
 JZ1857 ***********************************************************************
 JZ1857  DESIGNATION -  C 93 RESET 1959
 JZ1857  PID         -  JZ1857
 JZ1857  STATE/COUNTY-  IN/JENNINGS
 JZ1857  USGS QUAD   -  HOLTON (1993)
 JZ1857
 JZ1857                         *CURRENT SURVEY CONTROL
 JZ1857  ___________________________________________________________________
 JZ1857* NAD 83(1986)-  39 03 46.     (N)    085 27 39.     (W)     SCALED    
 JZ1857* NAVD 88     -       258.03   (+/-2cm)     846.6    (feet)  VERTCON   
 JZ1857  ___________________________________________________________________
 JZ1857  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ1857
 JZ1857  VERT ORDER  -  THIRD (See Below)
 JZ1857
 JZ1857.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ1857
 JZ1857.The geoid height was determined by GEOID03.
 JZ1857
 JZ1857;                    North         East    Units  Estimated Accuracy
 JZ1857;SPC IN E     -   423,490.      117,810.      MT  (+/- 180 meters Scaled)
 JZ1857
 JZ1857                          SUPERSEDED SURVEY CONTROL
 JZ1857
 JZ1857  NGVD 29 (04/16/04)  258.15   (m)          846.9    (f) RESET       3  
 JZ1857
 JZ1857.Superseded values are not recommended for survey control.
 JZ1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1857.See file dsdata.txt to determine how the superseded data were derived.
 JZ1857
 JZ1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ331248(NAD 83)
 JZ1857_MARKER: DB = BENCH MARK DISK
 JZ1857_SETTING: 0 = UNSPECIFIED SETTING
 JZ1857_STAMPING: C 93 RESET 1959
 JZ1857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1857
 JZ1857  HISTORY     - Date     Condition        Report By
 JZ1857  HISTORY     - 1959     MONUMENTED       BORR
 JZ1857  HISTORY     - 1962     GOOD             NGS
 JZ1857
 JZ1857                          STATION DESCRIPTION
 JZ1857
 JZ1857'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1641 ***********************************************************************
 LB1641  DESIGNATION -  C 94
 LB1641  PID         -  LB1641
 LB1641  STATE/COUNTY-  IN/TIPPECANOE
 LB1641  USGS QUAD   -  WESTPOINT (1962)
 LB1641
 LB1641                         *CURRENT SURVEY CONTROL
 LB1641  ___________________________________________________________________
 LB1641* NAD 83(1986)-  40 20 55.     (N)    087 02 30.     (W)     SCALED    
 LB1641* NAVD 88     -       197.457  (meters)     647.82   (feet)  ADJUSTED  
 LB1641  ___________________________________________________________________
 LB1641  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 LB1641  DYNAMIC HT  -         197.361 (meters)     647.51  (feet)  COMP
 LB1641  MODELED GRAV-     980,133.5   (mgal)                       NAVD 88
 LB1641
 LB1641  VERT ORDER  -  SECOND    CLASS 0
 LB1641
 LB1641.The horizontal coordinates were scaled from a topographic map and have
 LB1641.an estimated accuracy of +/- 6 seconds.
 LB1641
 LB1641.The orthometric height was determined by differential leveling
 LB1641.and adjusted by the National Geodetic Survey in June 1991..
 LB1641
 LB1641.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1641.See file dsdata.txt to determine how the superseded data were derived.
 LB1641
 LB1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK964664(NAD 83)
 LB1641_MARKER: DB = BENCH MARK DISK
 LB1641_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1641_SP_SET: BUILDING
 LB1641_STAMPING: C 94 1946
 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 = OCTOBER  6, 2006
 JZ1912 ***********************************************************************
 JZ1912  DESIGNATION -  C 94
 JZ1912  PID         -  JZ1912
 JZ1912  STATE/COUNTY-  IN/DEARBORN
 JZ1912  USGS QUAD   -  DILLSBORO (1992)
 JZ1912
 JZ1912                         *CURRENT SURVEY CONTROL
 JZ1912  ___________________________________________________________________
 JZ1912* NAD 83(1986)-  39 06 22.     (N)    085 05 39.     (W)     SCALED    
 JZ1912* NAVD 88     -       278.778  (meters)     914.62   (feet)  POSTED    
 JZ1912  ___________________________________________________________________
 JZ1912  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ1912  DYNAMIC HT  -         278.600 (meters)     914.04  (feet)  COMP
 JZ1912  MODELED GRAV-     979,976.7   (mgal)                       NAVD 88
 JZ1912
 JZ1912  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JZ1912
 JZ1912.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JZ1912.rate of 0.0 thru 1.0 mm/km.
 JZ1912
 JZ1912.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1912.See file dsdata.txt to determine how the superseded data were derived.
 JZ1912
 JZ1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ647302(NAD 83)
 JZ1912_MARKER: DB = BENCH MARK DISK
 JZ1912_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1912_SP_SET: ABUTMENT
 JZ1912_STAMPING: C 94 1938
 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 = OCTOBER  6, 2006
 LB1715 ***********************************************************************
 LB1715  DESIGNATION -  C 95
 LB1715  PID         -  LB1715
 LB1715  STATE/COUNTY-  IN/WARREN
 LB1715  USGS QUAD   -  OTTERBEIN (1986)
 LB1715
 LB1715                         *CURRENT SURVEY CONTROL
 LB1715  ___________________________________________________________________
 LB1715* NAD 83(1986)-  40 24 54.     (N)    087 06 43.     (W)     SCALED    
 LB1715* NAVD 88     -       190.089  (meters)     623.65   (feet)  ADJUSTED  
 LB1715  ___________________________________________________________________
 LB1715  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 LB1715  DYNAMIC HT  -         189.995 (meters)     623.34  (feet)  COMP
 LB1715  MODELED GRAV-     980,129.5   (mgal)                       NAVD 88
 LB1715
 LB1715  VERT ORDER  -  SECOND    CLASS 0
 LB1715
 LB1715.The horizontal coordinates were scaled from a topographic map and have
 LB1715.an estimated accuracy of +/- 6 seconds.
 LB1715
 LB1715.The orthometric height was determined by differential leveling
 LB1715.and adjusted by the National Geodetic Survey in June 1991..
 LB1715
 LB1715.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1715.See file dsdata.txt to determine how the superseded data were derived.
 LB1715
 LB1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK905738(NAD 83)
 LB1715_MARKER: DB = BENCH MARK DISK
 LB1715_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1715_SP_SET: BRIDGE
 LB1715_STAMPING: C 95 1946
 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 = OCTOBER  6, 2006
 LB1716 ***********************************************************************
 LB1716  DESIGNATION -  C 95 RESET 1964
 LB1716  PID         -  LB1716
 LB1716  STATE/COUNTY-  IN/WARREN
 LB1716  USGS QUAD   -  OTTERBEIN (1986)
 LB1716
 LB1716                         *CURRENT SURVEY CONTROL
 LB1716  ___________________________________________________________________
 LB1716* NAD 83(1986)-  40 24 54.     (N)    087 06 43.     (W)     SCALED    
 LB1716* NAVD 88     -       188.69   (meters)     619.1    (feet)  RESET     
 LB1716  ___________________________________________________________________
 LB1716  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 LB1716
 LB1716  VERT ORDER  -  THIRD
 LB1716
 LB1716.The horizontal coordinates were scaled from a topographic map and have
 LB1716.an estimated accuracy of +/- 6 seconds.
 LB1716
 LB1716.The orthometric height was computed from unverified reset data.
 LB1716
 LB1716.The geoid height was determined by GEOID03.
 LB1716
 LB1716;                    North         East    Units  Estimated Accuracy
 LB1716;SPC IN W     -   573,600.      897,570.      MT  (+/- 180 meters Scaled)
 LB1716
 LB1716                          SUPERSEDED SURVEY CONTROL
 LB1716
 LB1716  NGVD 29 (??/??/??)  188.76   (m)          619.3    (f) RESET       3  
 LB1716
 LB1716.Superseded values are not recommended for survey control.
 LB1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1716.See file dsdata.txt to determine how the superseded data were derived.
 LB1716
 LB1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK905738(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1716
 LB1716  HISTORY     - Date     Condition        Report By
 LB1716  HISTORY     - 1964     MONUMENTED       INHD
 LB1716  HISTORY     - 1965     GOOD             NGS
 LB1716
 LB1716                          STATION DESCRIPTION
 LB1716
 LB1716'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1686 ***********************************************************************
 LB1686  DESIGNATION -  C 96
 LB1686  PID         -  LB1686
 LB1686  STATE/COUNTY-  IN/MONTGOMERY
 LB1686  USGS QUAD   -  WINGATE (1962)
 LB1686
 LB1686                         *CURRENT SURVEY CONTROL
 LB1686  ___________________________________________________________________
 LB1686* NAD 83(1986)-  40 09 44.     (N)    087 04 22.     (W)     SCALED    
 LB1686* NAVD 88     -       234.460  (meters)     769.22   (feet)  ADJUSTED  
 LB1686  ___________________________________________________________________
 LB1686  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 LB1686  DYNAMIC HT  -         234.337 (meters)     768.82  (feet)  COMP
 LB1686  MODELED GRAV-     980,098.4   (mgal)                       NAVD 88
 LB1686
 LB1686  VERT ORDER  -  SECOND    CLASS 0
 LB1686
 LB1686.The horizontal coordinates were scaled from a topographic map and have
 LB1686.an estimated accuracy of +/- 6 seconds.
 LB1686
 LB1686.The orthometric height was determined by differential leveling
 LB1686.and adjusted by the National Geodetic Survey in June 1991..
 LB1686
 LB1686.The geoid height was determined by GEOID03.
 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     -   545,530.      900,900.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1686.See file dsdata.txt to determine how the superseded data were derived.
 LB1686
 LB1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK938457(NAD 83)
 LB1686_MARKER: DB = BENCH MARK DISK
 LB1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1686_STAMPING: C 96 1946
 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 = OCTOBER  6, 2006
 LB1722 ***********************************************************************
 LB1722  DESIGNATION -  C 97
 LB1722  PID         -  LB1722
 LB1722  STATE/COUNTY-  IN/WARREN
 LB1722  USGS QUAD   -  OTTERBEIN (1986)
 LB1722
 LB1722                         *CURRENT SURVEY CONTROL
 LB1722  ___________________________________________________________________
 LB1722* NAD 83(1986)-  40 24 29.     (N)    087 07 18.     (W)     SCALED    
 LB1722* NAVD 88     -       201.360  (meters)     660.63   (feet)  ADJUSTED  
 LB1722  ___________________________________________________________________
 LB1722  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 LB1722  DYNAMIC HT  -         201.261 (meters)     660.30  (feet)  COMP
 LB1722  MODELED GRAV-     980,129.2   (mgal)                       NAVD 88
 LB1722
 LB1722  VERT ORDER  -  SECOND    CLASS 0
 LB1722
 LB1722.The horizontal coordinates were scaled from a topographic map and have
 LB1722.an estimated accuracy of +/- 6 seconds.
 LB1722
 LB1722.The orthometric height was determined by differential leveling
 LB1722.and adjusted by the National Geodetic Survey in June 1991..
 LB1722
 LB1722.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1722.See file dsdata.txt to determine how the superseded data were derived.
 LB1722
 LB1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK896730(NAD 83)
 LB1722_MARKER: DB = BENCH MARK DISK
 LB1722_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1722_SP_SET: FENCE POST
 LB1722_STAMPING: C 97 1946
 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 = OCTOBER  6, 2006
 LB1509 ***********************************************************************
 LB1509  DESIGNATION -  C 98
 LB1509  PID         -  LB1509
 LB1509  STATE/COUNTY-  IN/BENTON
 LB1509  USGS QUAD   -  PINE VILLAGE (1980)
 LB1509
 LB1509                         *CURRENT SURVEY CONTROL
 LB1509  ___________________________________________________________________
 LB1509* NAD 83(1986)-  40 29 29.     (N)    087 15 15.     (W)     SCALED    
 LB1509* NAVD 88     -       216.819  (meters)     711.35   (feet)  ADJUSTED  
 LB1509  ___________________________________________________________________
 LB1509  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 LB1509  DYNAMIC HT  -         216.712 (meters)     711.00  (feet)  COMP
 LB1509  MODELED GRAV-     980,125.8   (mgal)                       NAVD 88
 LB1509
 LB1509  VERT ORDER  -  SECOND    CLASS 0
 LB1509
 LB1509.The horizontal coordinates were scaled from a topographic map and have
 LB1509.an estimated accuracy of +/- 6 seconds.
 LB1509
 LB1509.The orthometric height was determined by differential leveling
 LB1509.and adjusted by the National Geodetic Survey in June 1991..
 LB1509
 LB1509.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1509.See file dsdata.txt to determine how the superseded data were derived.
 LB1509
 LB1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK784823(NAD 83)
 LB1509_MARKER: DB = BENCH MARK DISK
 LB1509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1509_SP_SET: CULVERT
 LB1509_STAMPING: C 98 1946
 LB1509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1556 ***********************************************************************
 LB1556  DESIGNATION -  C 99
 LB1556  PID         -  LB1556
 LB1556  STATE/COUNTY-  IN/WARREN
 LB1556  USGS QUAD   -  PINE VILLAGE (1980)
 LB1556
 LB1556                         *CURRENT SURVEY CONTROL
 LB1556  ___________________________________________________________________
 LB1556* NAD 83(1986)-  40 25 10.     (N)    087 21 29.     (W)     SCALED    
 LB1556* NAVD 88     -       208.697  (meters)     684.70   (feet)  ADJUSTED  
 LB1556  ___________________________________________________________________
 LB1556  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 LB1556  DYNAMIC HT  -         208.593 (meters)     684.36  (feet)  COMP
 LB1556  MODELED GRAV-     980,121.7   (mgal)                       NAVD 88
 LB1556
 LB1556  VERT ORDER  -  SECOND    CLASS 0
 LB1556
 LB1556.The horizontal coordinates were scaled from a topographic map and have
 LB1556.an estimated accuracy of +/- 6 seconds.
 LB1556
 LB1556.The orthometric height was determined by differential leveling
 LB1556.and adjusted by the National Geodetic Survey in June 1991..
 LB1556
 LB1556.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1556.See file dsdata.txt to determine how the superseded data were derived.
 LB1556
 LB1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK696743(NAD 83)
 LB1556_MARKER: DB = BENCH MARK DISK
 LB1556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1556_SP_SET: CULVERT
 LB1556_STAMPING: C 99 1946
 LB1556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 DH2913 ***********************************************************************
 DH2913  DESIGNATION -  CABIN CORPS OF DISCOVERY
 DH2913  PID         -  DH2913
 DH2913  STATE/COUNTY-  IN/CLARK
 DH2913  USGS QUAD   -  NEW ALBANY (1992)
 DH2913
 DH2913                         *CURRENT SURVEY CONTROL
 DH2913  ___________________________________________________________________
 DH2913* NAD 83(1997)-  38 17 14.62546(N)    085 46 36.71093(W)     ADJUSTED  
 DH2913* NAVD 88     -       131.7    (meters)     432.     (feet)  GPS OBS   
 DH2913  ___________________________________________________________________
 DH2913  X           -     369,147.380 (meters)                     COMP
 DH2913  Y           -  -4,999,192.865 (meters)                     COMP
 DH2913  Z           -   3,930,593.661 (meters)                     COMP
 DH2913  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 DH2913  ELLIP HEIGHT-          98.36  (meters)          (05/04/05) GPS OBS
 DH2913  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 DH2913
 DH2913  HORZ ORDER  -  B
 DH2913  ELLP ORDER  -  FOURTH    CLASS II
 DH2913
 DH2913.The horizontal coordinates were established by GPS observations
 DH2913.and adjusted by the National Geodetic Survey in May 2005..
 DH2913
 DH2913.The orthometric height was determined by GPS observations and a
 DH2913.high-resolution geoid model.
 DH2913
 DH2913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2913
 DH2913.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2913
 DH2913.The ellipsoidal height was determined by GPS observations
 DH2913.and is referenced to NAD 83.
 DH2913
 DH2913.The geoid height was determined by GEOID03.
 DH2913
 DH2913;                    North         East     Units Scale Factor Converg.
 DH2913;SPC IN E     -   337,399.429    90,359.299   MT  0.99996781   -0 04 05.8
 DH2913;SPC IN E     - 1,106,951.29    296,453.80   sFT  0.99996781   -0 04 05.8
 DH2913;UTM  16      - 4,238,410.495   606,969.520   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  =   0.99972549
 DH2913
 DH2913                          SUPERSEDED SURVEY CONTROL
 DH2913
 DH2913.No superseded survey control is available for this station.
 DH2913
 DH2913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0697038410(NAD 83)
 DH2913_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 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 - November 05, 2001
 DH2913
 DH2913  HISTORY     - Date     Condition        Report By
 DH2913  HISTORY     - 20011105 MONUMENTED       INDNR
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2049 ***********************************************************************
 JA2049  DESIGNATION -  CALLAHAN
 JA2049  PID         -  JA2049
 JA2049  STATE/COUNTY-  IN/POSEY
 JA2049  USGS QUAD   -  POSEYVILLE (1980)
 JA2049
 JA2049                         *CURRENT SURVEY CONTROL
 JA2049  ___________________________________________________________________
 JA2049* NAD 83(1997)-  38 08 37.81698(N)    087 51 31.83367(W)     ADJUSTED  
 JA2049* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 JA2049  ___________________________________________________________________
 JA2049  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 JA2049  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 JA2049
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2049
 JA2049.The geoid height was determined by GEOID03.
 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     -   0.99997835  x   1.00002356  =   1.00000191
 JA2049!UTM  16      -   0.99997835  x   0.99966975  =   0.99964811
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2049.See file dsdata.txt to determine how the superseded data were derived.
 JA2049
 JA2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH2474322123(NAD 83)
 JA2049_MARKER: DS = TRIANGULATION STATION DISK
 JA2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2049_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 JA2049'MT VERNON, 4.5 MILES SOUTHWEST OF POSEYVILLE, 4.5
 JA2049'MILES EAST-NORTHEAST OF NEW HARMONY,
 JA2049'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,
 JA2049'GO EAST ON U S HIGHWAY 460 AND STATE HIGHWAY 66
 JA2049'FOR 1.6 MILES TO THE JUNCTION OF
 JA2049'STATE HIGHWAY 68, TURN LEFT AND GO
 JA2049'NORTHEASTERLY ON STATE HIGHWAY 68 FOR 1.85 MILES TO
 JA2049'A RAILROAD
 JA2049'CROSSING, CONTINUE NORTHEASTERLY ON STATE HIGHWAY 68 FOR 0.55 MILE TO
 JA2049'A SIDE ROAD RIGHT
 JA2049'(230 E).  (TO REACH THE AZIMUTH MARK FROM HERE
 JA2049'CONTINUE EASTERLY ON STATE HIGHWAY
 JA2049'68 FOR 0.85 MILE TO MARK ON LEFT
 JA2049'AS DESCRIBED.) TURN RIGHT AND GO SOUTH AND EAST ON
 JA2049'SURFACED ROAD FOR
 JA2049'0.75 MILE TO A TWO STORY HOUSE ON LEFT JUST AFTER PASSING SOME RED
 JA2049'BARNS ON RIGHT,
 JA2049'CONTINUE EAST, THENCE SOUTH ON SURFACED ROAD FOR 0.1
 JA2049'MILE TO CEMETERY ON LEFT AND
 JA2049'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
 JA2049'OF NORTHEAST CORNER OF CEMETERY, 26 FEET SOUTHEAST
 JA2049'OF A 24-INCH CEDAR TREE AND 21 FEET
 JA2049'NORTHEAST OF THE SOUTHEAST CORNER OF CEMETERY.
 JA2049'
 JA2049'RM 1, STAMPED CALLAHAN NO 1 1967, IS SET FLUSH WITH GROUND.  IT IS 99
 JA2049'FEET
 JA2049'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF CEMETERY, 1.9 FEET
 JA2049'WEST OF A METAL WITNESS
 JA2049'POST AND 1 FOOT NORTH OF FENCE.
 JA2049'
 JA2049'RM 2, STAMPED CALLAHAN NO 2 1967, IS SET 2 INCHES BELOW THE SURFACE
 JA2049'OF GROUND.  IT IS
 JA2049'1.5 FEET NORTHEAST OF A METAL WITNESS POST AND 1.3
 JA2049'FEET SOUTHEAST OF THE NORTHEAST
 JA2049'CORNER OF CEMETERY.
 JA2049'
 JA2049'AZIMUTH MARK, STAMPED CALLAHAN 1967, PROJECTS ABOUT 4 INCHES.  IT IS
 JA2049'23.5 FEET NORTH OF
 JA2049'CENTER OF STATE HIGHWAY 68, 2.5 FEET EAST OF
 JA2049'TELEPHONE POLE NUMBER 68 AND 1.6 FEET
 JA2049'SOUTHEAST OF A METAL WITNESS POST.
 JA2049'
 JA2049'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1987 ***********************************************************************
 KA1987  DESIGNATION -  CALVARY RESET
 KA1987  PID         -  KA1987
 KA1987  STATE/COUNTY-  IN/GREENE
 KA1987  USGS QUAD   -  SOLSBERRY (1983)
 KA1987
 KA1987                         *CURRENT SURVEY CONTROL
 KA1987  ___________________________________________________________________
 KA1987* NAD 83(1997)-  39 04 42.16109(N)    086 48 53.08353(W)     ADJUSTED  
 KA1987* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 KA1987  ___________________________________________________________________
 KA1987  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 KA1987  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KA1987
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1987
 KA1987.The geoid height was determined by GEOID03.
 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     -   0.99996470  x   0.99997331  =   0.99993801
 KA1987!UTM  16      -   0.99996470  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|---------------------------------------------------------------------|
 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
 KA1987.Superseded values are not recommended for survey control.
 KA1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1987.See file dsdata.txt to determine how the superseded data were derived.
 KA1987
 KA1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1602425491(NAD 83)
 KA1987_MARKER: X = CHISELED CROSS
 KA1987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1987_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2552 ***********************************************************************
 LB2552  DESIGNATION -  CAMBIA
 LB2552  PID         -  LB2552
 LB2552  STATE/COUNTY-  IN/CLINTON
 LB2552  USGS QUAD   -  FRANKFORT (1991)
 LB2552
 LB2552                         *CURRENT SURVEY CONTROL
 LB2552  ___________________________________________________________________
 LB2552* NAD 83(1997)-  40 20 39.82319(N)    086 34 02.42856(W)     ADJUSTED  
 LB2552* NAVD 88     -       249.     (meters)     817.     (feet)  SCALED    
 LB2552  ___________________________________________________________________
 LB2552  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 LB2552  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 LB2552
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2552
 LB2552.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2552.See file dsdata.txt to determine how the superseded data were derived.
 LB2552
 LB2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3674566073(NAD 83)
 LB2552_MARKER: DS = TRIANGULATION STATION DISK
 LB2552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2634 ***********************************************************************
 LB2634  DESIGNATION -  CAMDEN
 LB2634  PID         -  LB2634
 LB2634  STATE/COUNTY-  IN/CARROLL
 LB2634  USGS QUAD   -  FLORA (1986)
 LB2634
 LB2634                         *CURRENT SURVEY CONTROL
 LB2634  ___________________________________________________________________
 LB2634* NAD 83(1997)-  40 36 19.50818(N)    086 31 29.17491(W)     ADJUSTED  
 LB2634* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 LB2634  ___________________________________________________________________
 LB2634  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 LB2634  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 LB2634
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2634
 LB2634.The geoid height was determined by GEOID03.
 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     -   0.99997337  x   0.99999416  =   0.99996753
 LB2634!UTM  16      -   0.99997337  x   0.99961990  =   0.99959328
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2634.See file dsdata.txt to determine how the superseded data were derived.
 LB2634
 LB2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4020595065(NAD 83)
 LB2634_MARKER: DS = TRIANGULATION STATION DISK
 LB2634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2632 ***********************************************************************
 LB2632  DESIGNATION -  CAMDEN MUNICIPAL TANK
 LB2632  PID         -  LB2632
 LB2632  STATE/COUNTY-  IN/CARROLL
 LB2632  USGS QUAD   -  FLORA (1986)
 LB2632
 LB2632                         *CURRENT SURVEY CONTROL
 LB2632  ___________________________________________________________________
 LB2632* NAD 83(1997)-  40 36 33.20919(N)    086 32 18.54652(W)     ADJUSTED  
 LB2632* NAVD 88     -                                                        
 LB2632  ___________________________________________________________________
 LB2632  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 LB2632  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 LB2632
 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
 LB2632.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2632
 LB2632.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2632
 LB2632  NAD 83(1986)-  40 36 33.21446(N)    086 32 18.55763(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2632.See file dsdata.txt to determine how the superseded data were derived.
 LB2632
 LB2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3904395481(NAD 83)
 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 = OCTOBER  6, 2006
 LA2127 ***********************************************************************
 LA2127  DESIGNATION -  CAMMACK
 LA2127  PID         -  LA2127
 LA2127  STATE/COUNTY-  IN/DELAWARE
 LA2127  USGS QUAD   -  GILMAN (1994)
 LA2127
 LA2127                         *CURRENT SURVEY CONTROL
 LA2127  ___________________________________________________________________
 LA2127* NAD 83(1997)-  40 12 52.65875(N)    085 30 34.28725(W)     ADJUSTED  
 LA2127* NAVD 88     -       284.5    (meters)     933.     (feet)  VERTCON   
 LA2127  ___________________________________________________________________
 LA2127  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 LA2127  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 LA2127
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2127
 LA2127.The geoid height was determined by GEOID03.
 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     -   0.99996070  x   0.99996887  =   0.99992957
 LA2127!UTM  16      -   0.99996070  x   0.99979802  =   0.99975873
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2127.See file dsdata.txt to determine how the superseded data were derived.
 LA2127
 LA2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2683052644(NAD 83)
 LA2127_MARKER: DS = TRIANGULATION STATION DISK
 LA2127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2127_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 LA2127'PIKE, IN THE SOUTHEAST CORNER OF A SMALL PASTURE
 LA2127'LOT OWNED BY A.G. MCKINLEY.  THE
 LA2127'MARK IS IN LINE WITH THE WEST
 LA2127'RIGHT-OF-WAY FENCE OF A GRAVEL T-ROAD TO THE SOUTH,
 LA2127'20.5 FEET
 LA2127'NORTH OF THE NORTH RIGHT-OF-WAY FENCE OF THE PIKE, 17.5 FEET WEST
 LA2127'OF THE EAST
 LA2127'PASTURE FENCE, AND 10 INCHES UNDERGROUND.
 LA2127'
 LA2127'TO REACH FROM CAMMACK, FOLLOW THE JACKSON STREET PIKE WEST
 LA2127'FOR 0.3 MILE,
 LA2127'NORTH 0.2 MILE, AND WEST FOR 0.5 MILE TO THE STATION.
 LA2127'
 LA2127'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LA2127'BRONZE DISKS SET IN CONCRETE.
 LA2127'
 LA2127'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, IN THE EAST PASTURE
 LA2127'FENCE, 15 FEET
 LA2127'SOUTH OF A 2-FOOT ELM, 217.00 FEET NORTHEAST
 LA2127'OF REFERENCE MARK NO. 2, AND
 LA2127'PROJECTS 9 INCHES ABOVE GROUND.
 LA2127'
 LA2127'REFERENCE MARK NO. 2 IS WEST OF THE STATION, IN THE NORTH
 LA2127'RIGHT-OF-WAY FENCE
 LA2127'OF THE PIKE, AND PROJECTS 12 INCHES ABOVE GROUND.
 LA2127'
 LA2127'AZIMUTH MARK IS WEST OF THE STATION, 15 FEET SOUTH OF THE
 LA2127'CENTER LINE OF THE
 LA2127'PIKE, 5 FEET SOUTHEAST OF TELEPHONE POLE 190,
 LA2127'ACROSS THE ROAD FROM, AND SOUTHEAST
 LA2127'OF A SMALL UNPAINTED HOUSE,
 LA2127'AND PROJECTS 5 INCHES ABOVE GROUND.
 LA2127'
 LA2127'A 90-FOOT TOWER WILL CLEAR ALL LINES EXCEPT MUNCIE AND
 LA2127'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
 LA2127'STREET, WHICH IS 2
 LA2127'SQUARES NORTH OF THE POST OFFICE AND 1 SQUARE
 LA2127'SOUTH OF THE COURTHOUSE, HERE GO WEST
 LA2127'ON JACKSON STREET PIKE FOR
 LA2127'6.0 MILES TO CAMMACK VILLAGE, THENCE FOLLOW DIRECTIONS
 LA2127'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.
 LA2127'THE DESCRIPTION OF
 LA2127'THE MARKS IS GOOD AND NO CHANGES WERE NOTED.
 LA2127'MEASURED DISTANCES TO REFERENCE MARKS
 LA2127'WERE CHECKED.
 LA2127'
 LA2127'DIRECTIONS TO REACH FROM MUNCIE SHOULD BE INCLUDED AS FOLLOWS-
 LA2127'FROM THE CITY HALL
 LA2127'ON JACKSON STREET IN MUNCIE, GO WEST ON JACKSON
 LA2127'STREET PIKE 6.55 MILES, PASSING
 LA2127'THROUGH THE VILLAGE OF CAMMACK TO
 LA2127'A DEAD END IN THE ROAD, TURN RIGHT AND GO 0.2 MILE
 LA2127'TO T-ROAD, LEFT,
 LA2127'TURN LEFT AND 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.
 LA2127'THEY WERE RESET AT APPROXIMATELY THE SAME LOCATION BUT WITH LOWER
 LA2127'PROJECTIONS.  A NEW REFERENCE MARK 3 WAS ESTABLISHED FOR THIS
 LA2127'STATION AND A PRECISE TRAVERSE CONNECTION WAS MADE.  DUE TO
 LA2127'CHANGES A NEW DESCRIPTION AND TO REACH ARE AS FOLLOWS--
 LA2127'
 LA2127'STATION IS LOCATED ABOUT 9-1/2 MILES SOUTHEAST OF ALEXANDRIA AND
 LA2127'7 MILES WEST-NORTHWEST OF MUNCIE, INDIANA.  IT IS ON PROPERTY OWNED
 LA2127'BY MRS. HAZEL AUL WHO LIVES IN THE THIRD HOUSE ON THE EAST SIDE OF
 LA2127'ROAD 650W, SOUTH OF STATION SITE.  MRS. AULS TELEPHONE NUMBER IS
 LA2127'759-5433.  IT IS NORTHWEST OF T ROAD JUNCTION OF TOWNSHIP ROADS
 LA2127'150N AND 650W.
 LA2127'
 LA2127'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 28 AT THE
 LA2127'NORTHEAST EDGE OF ALEXANDRIA GO SOUTH ON STATE HIGHWAY 9 FOR 4.0
 LA2127'MILES TO A CROSSROAD, (STATE HIGHWAY 128).  TURN LEFT AND GO
 LA2127'EAST ON PAVED ROAD FOR 5.4 MILES TO INTERSTATE HIGHWAY 69 OVERPASS.
 LA2127'CONTINUE EAST, (ROAD MAKES SHORT JOG TO THE SOUTH), ON PAVED
 LA2127'ROAD FOR 2.55 MILES TO AZIMUTH MARK ON THE RIGHT.  CONTINUE
 LA2127'STRAIGHT, EAST, FOR 0.4 MILE TO T ROAD JUNCTION AND STATION IN
 LA2127'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
 LA2127'FENCELINE 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
 LA2127'OF 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
 LA2127'BELOW GROUND SURFACE AND IS STAMPED THE SAME AS THE SURFACE MARK.
 LA2127'IT IS 24.7 FEET SOUTHWEST OF A METAL WITNESS POST, 37.0 FEET
 LA2127'SOUTH OF CENTERLINE OF TOWNSHIP ROAD 150N, 37.5 FEET WEST OF
 LA2127'CENTERLINE OF TOWNSHIP ROAD 650W, 52.3 FEET SOUTHWEST OF
 LA2127'INTERSECTING CENTERLINE OF TOWNSHIP ROADS 150N AND 650W, 18.4
 LA2127'FEET SOUTH OF FENCELINE AND 22.0 FEET WEST OF POWER POLE NO. B
 LA2127'3/4/1.
 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
 LA2127'OF 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
 LA2127'WERE RECOVERED.  A DIFFERENCE OF 1 DEGREE 17 MINUTES IN THE
 LA2127'DIRECTION AND 6.569 METERS IN THE DISTANCE TO REFERENCE MARK 1 WAS
 LA2127'NOTED AND A DIFFERENCE OF 2 MINUTES IN THE DIRECTION AND 0.005
 LA2127'METERS IN THE DISTANCE TO REFERENCE MARK 2 WAS NOTED.  THE
 LA2127'DIFFERENCES THAT WERE NOTED WAS FROM THE 1939 DATA.  DUE TO
 LA2127'OBSTRUCTION ON LINE TO THE EAST OF THE STATION MARK THE TOWER
 LA2127'WAS BUILT OVER REFERENCE MARK 3 (USE DISK) AND A TRAVERSE
 LA2127'CONNECTION WAS MADE.  NO DATA WAS AVAILABLE TO CHECK REFERENCE
 LA2127'MARK 3 AGAINST.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LA2127'
 LA2127'THE STATION IS LOCATED ABOUT 3 MILES NORTH-NORTHWEST OF YORKTOWN
 LA2127'AND ON LAND OWNED BY MRS. HAZEL AUL, SHE LIVES SOUTH OF THE STATION
 LA2127'IN THE SECOND HOUSE ON THE EAST SIDE OF THE ROAD.  MRS. AUL PHONE
 LA2127'NUMBER IS 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
 LA2127'WITH 150 N.  TURN LEFT AND GO WEST ON 150 N FOR
 LA2127'0.55 MILE TO ITS JUNCTION WITH 650 W ON THE LEFT AND THE
 LA2127'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
 LA2127'BELOW THE GROUND SURFACE.  IT IS 42 FEET NORTH-NORTHWEST OF THE
 LA2127'JUNCTION OF 150 N AND 650 W, 26.7 FEET NORTHWEST OF A T-FENCE
 LA2127'CORNER POST, 20.5 FEET NORTH OF A WIRE FENCE AND 17.5 FEET WEST OF
 LA2127'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
 LA2127'OF THE CENTER OF THE JUNCTION OF 150 N AND 650 W, 150 FEET SOUTH OF
 LA2127'A 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
 LA2127'18 INCHES BELOW THE GROUND SURFACE.  IT IS 52.5 FEET SOUTHWEST OF
 LA2127'THE CENTER OF THE JUNCTION OF 150 N AND 650 W, 24.8 FEET SOUTHWEST
 LA2127'OF A METAL WITNESS POST, 22 FEET WEST OF TELEPHONE POLE NUMBER B
 LA2127'341 WHICH IS IN THE FENCE LINE AND 18.5 FEET SOUTH OF A WIRE
 LA2127'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
 LA2127'WEST OF TELEPHONE POLE NUMBER 29-1/2 AT THE DRIVEWAY, 20 FEET
 LA2127'SOUTH OF THE CENTER OF 150 N, 5.5 FEET SOUTHEAST OF TELEPHONE POLE
 LA2127'NUMBER 30 AND 1 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
 LA2127'150 N FOR 0.4 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2128 ***********************************************************************
 LA2128  DESIGNATION -  CAMMACK RM 3
 LA2128  PID         -  LA2128
 LA2128  STATE/COUNTY-  IN/DELAWARE
 LA2128  USGS QUAD   -  GILMAN (1994)
 LA2128
 LA2128                         *CURRENT SURVEY CONTROL
 LA2128  ___________________________________________________________________
 LA2128* NAD 83(1997)-  40 12 51.90868(N)    085 30 34.53643(W)     ADJUSTED  
 LA2128* NAVD 88     -       283.6    (meters)     930.     (feet)  VERTCON   
 LA2128  ___________________________________________________________________
 LA2128  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 LA2128  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 LA2128
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2128
 LA2128.The geoid height was determined by GEOID03.
 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     -   0.99996084  x   0.99996887  =   0.99992971
 LA2128!UTM  16      -   0.99996084  x   0.99979800  =   0.99975885
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2128.See file dsdata.txt to determine how the superseded data were derived.
 LA2128
 LA2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2682452621(NAD 83)
 LA2128_MARKER: DD = SURVEY DISK
 LA2128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2128
 LA2128  HISTORY     - Date     Condition        Report By
 LA2128  HISTORY     - 1969     MONUMENTED       USE
 LA2128  HISTORY     - 1970     GOOD             NGS
 LA2128
 LA2128                          STATION DESCRIPTION
 LA2128
 LA2128'DESCRIBED BY US ENGINEERS 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 = OCTOBER  6, 2006
 HZ2308 ***********************************************************************
 HZ2308  DESIGNATION -  CAMP
 HZ2308  PID         -  HZ2308
 HZ2308  STATE/COUNTY-  IN/JEFFERSON
 HZ2308  USGS QUAD   -  VOLGA (1993)
 HZ2308
 HZ2308                         *CURRENT SURVEY CONTROL
 HZ2308  ___________________________________________________________________
 HZ2308* NAD 83(1997)-  38 50 52.20872(N)    085 30 40.95889(W)     ADJUSTED  
 HZ2308* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 HZ2308  ___________________________________________________________________
 HZ2308  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 HZ2308  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 HZ2308
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2308
 HZ2308.The geoid height was determined by GEOID03.
 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  =   1.00001670
 HZ2308!SPC KY N     -   0.99996800  x   0.99998409  =   0.99995209
 HZ2308!UTM  16      -   0.99996800  x   0.99980549  =   0.99977349
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2308.See file dsdata.txt to determine how the superseded data were derived.
 HZ2308
 HZ2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2918100944(NAD 83)
 HZ2308_MARKER: DS = TRIANGULATION STATION DISK
 HZ2308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HA0529 ***********************************************************************
 HA0529  DESIGNATION -  CANNELTON
 HA0529  PID         -  HA0529
 HA0529  STATE/COUNTY-  IN/PERRY
 HA0529  USGS QUAD   -  CANNELTON (1993)
 HA0529
 HA0529                         *CURRENT SURVEY CONTROL
 HA0529  ___________________________________________________________________
 HA0529* NAD 83(1997)-  37 54 48.78524(N)    086 44 25.44475(W)     ADJUSTED  
 HA0529* NAVD 88     -       145.334  (meters)     476.82   (feet)  ADJUSTED  
 HA0529  ___________________________________________________________________
 HA0529  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 HA0529  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HA0529  DYNAMIC HT  -         145.231 (meters)     476.48  (feet)  COMP
 HA0529  MODELED GRAV-     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
 HA0529.and adjusted by the National Geodetic Survey in June 1991..
 HA0529
 HA0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA0529
 HA0529.The geoid height was determined by GEOID03.
 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;                    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     -   0.99998219  x   0.99997786  =   0.99996005
 HA0529!UTM  16      -   0.99998219  x   0.99960641  =   0.99958861
 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
 HA0529.Superseded values are not recommended for survey control.
 HA0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0529.See file dsdata.txt to determine how the superseded data were derived.
 HA0529
 HA0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG2281996255(NAD 83)
 HA0529_MARKER: DS = TRIANGULATION STATION DISK
 HA0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0529_STAMPING: CANNELTON 1946
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 HA0530 ***********************************************************************
 HA0530  DESIGNATION -  CANNELTON RM 1
 HA0530  PID         -  HA0530
 HA0530  STATE/COUNTY-  IN/PERRY
 HA0530  USGS QUAD   -  CANNELTON (1993)
 HA0530
 HA0530                         *CURRENT SURVEY CONTROL
 HA0530  ___________________________________________________________________
 HA0530* NAD 83(1986)-  37 54 48.     (N)    086 44 25.     (W)     SCALED    
 HA0530* NAVD 88     -       148.974  (meters)     488.76   (feet)  ADJUSTED  
 HA0530  ___________________________________________________________________
 HA0530  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HA0530  DYNAMIC HT  -         148.869 (meters)     488.41  (feet)  COMP
 HA0530  MODELED GRAV-     979,920.8   (mgal)                       NAVD 88
 HA0530
 HA0530  VERT ORDER  -  FIRST     CLASS II
 HA0530
 HA0530.The horizontal coordinates were scaled from a topographic map and have
 HA0530.an estimated accuracy of +/- 6 seconds.
 HA0530
 HA0530.The orthometric height was determined by differential leveling
 HA0530.and adjusted by the National Geodetic Survey in June 1991..
 HA0530
 HA0530.The geoid height was determined by GEOID03.
 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     -   295,930.      930,170.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0530.See file dsdata.txt to determine how the superseded data were derived.
 HA0530
 HA0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG228962(NAD 83)
 HA0530_MARKER: DR = REFERENCE MARK DISK
 HA0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0530_STAMPING: CANNELTON NO 1 1946
 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             NGS
 HA0530
 HA0530                          STATION DESCRIPTION
 HA0530
 HA0530'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA0528 ***********************************************************************
 HA0528  DESIGNATION -  CANNELTON RM 2
 HA0528  PID         -  HA0528
 HA0528  STATE/COUNTY-  IN/PERRY
 HA0528  USGS QUAD   -  CANNELTON (1993)
 HA0528
 HA0528                         *CURRENT SURVEY CONTROL
 HA0528  ___________________________________________________________________
 HA0528* NAD 83(1986)-  37 54 48.     (N)    086 44 25.     (W)     SCALED    
 HA0528* NAVD 88     -       143.593  (meters)     471.10   (feet)  ADJUSTED  
 HA0528  ___________________________________________________________________
 HA0528  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HA0528  DYNAMIC HT  -         143.492 (meters)     470.77  (feet)  COMP
 HA0528  MODELED GRAV-     979,920.8   (mgal)                       NAVD 88
 HA0528
 HA0528  VERT ORDER  -  FIRST     CLASS II
 HA0528
 HA0528.The horizontal coordinates were scaled from a topographic map and have
 HA0528.an estimated accuracy of +/- 6 seconds.
 HA0528
 HA0528.The orthometric height was determined by differential leveling
 HA0528.and adjusted by the National Geodetic Survey in June 1991..
 HA0528
 HA0528.The geoid height was determined by GEOID03.
 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     -   295,930.      930,170.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0528.See file dsdata.txt to determine how the superseded data were derived.
 HA0528
 HA0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG228962(NAD 83)
 HA0528_MARKER: DR = REFERENCE MARK DISK
 HA0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0528_STAMPING: CANNELTON NO 2 1946
 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             NGS
 HA0528
 HA0528                          STATION DESCRIPTION
 HA0528
 HA0528'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA1466 ***********************************************************************
 HA1466  DESIGNATION -  CANNELTON ST MICHAELS CATH CH
 HA1466  PID         -  HA1466
 HA1466  STATE/COUNTY-  IN/PERRY
 HA1466  USGS QUAD   -  CANNELTON (1993)
 HA1466
 HA1466                         *CURRENT SURVEY CONTROL
 HA1466  ___________________________________________________________________
 HA1466* NAD 83(1997)-  37 54 47.82564(N)    086 44 28.48021(W)     ADJUSTED  
 HA1466* NAVD 88     -                                                        
 HA1466  ___________________________________________________________________
 HA1466  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 HA1466  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HA1466
 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
 HA1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1466
 HA1466.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HA1466
 HA1466  NAD 83(1993)-  37 54 47.82573(N)    086 44 28.48020(W) AD(       ) 4
 HA1466  NAD 83(1986)-  37 54 47.83295(N)    086 44 28.48397(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1466.See file dsdata.txt to determine how the superseded data were derived.
 HA1466
 HA1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG2274596225(NAD 83)
 HA1466_MARKER: 90 = CHURCH SPIRE
 HA1466
 HA1466  HISTORY     - Date     Condition        Report By
 HA1466  HISTORY     - 1946     FIRST OBSERVED   CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2295 ***********************************************************************
 ME2295  DESIGNATION -  CANOE
 ME2295  PID         -  ME2295
 ME2295  STATE/COUNTY-  IN/FULTON
 ME2295  USGS QUAD   -  ARGOS (1994)
 ME2295
 ME2295                         *CURRENT SURVEY CONTROL
 ME2295  ___________________________________________________________________
 ME2295* NAD 83(1997)-  41 08 03.15175(N)    086 13 37.53708(W)     ADJUSTED  
 ME2295* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 ME2295  ___________________________________________________________________
 ME2295  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 ME2295  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 ME2295
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2295
 ME2295.The geoid height was determined by GEOID03.
 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  =   0.99995639
 ME2295!UTM  16      -   0.99996247  x   0.99965179  =   0.99961428
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2295.See file dsdata.txt to determine how the superseded data were derived.
 ME2295
 ME2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6487153944(NAD 83)
 ME2295_MARKER: DS = TRIANGULATION STATION DISK
 ME2295_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 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
 ME2295'EAST OF THE CENTER OF U.S. HIGHWAY 31 AND IS ON PROPERTY OWNED BY MR.
 ME2295'THOMAS W. BECK.  IT IS 160 FEET
 ME2295'SOUTHEAST OF THE SOUTHEAST CORNER OF MR. BECKERS HOUSE,
 ME2295'69 FEET SOUTHEAST OF A FENCE CORNER AND 1 FOOT
 ME2295'WEST OF A FENCE.  THE MARK IS ABOUT 12
 ME2295'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 ME2295'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
 ME2295'POLE, 2 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A
 ME2295'FENCE.  THE MARK PROJECTS ABOUT 2
 ME2295'INCHES AND 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
 ME2295'CORNER AND 6 FEET NORTHEAST OF A 12 INCH APPLE TREE.  THE MARK IS
 ME2295'FLUSH AND THE DISK IS STAMPED CANOE
 ME2295'NO 2 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
 ME2295'SOUTH OF A WHITE WITNESS POST AND 2 FEET EAST OF A TELEPHONE POLE.
 ME2295'THE MARK PROJECTS AOUT 4 INCHES
 ME2295'AND THE DISK IS 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
 ME2295'ON HIGHWAY 31 FOR 7.0 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 ME2295'DESCRIBED, CONTINUE SOUTH ON HIGHWAY
 ME2295'FOR 0.1 MILE TO A GRAVEL CROSSROAD, CONTINUE SOUTH
 ME2295'FOR 0.1 MILE TO A FRAME HOUSE ON THE LEFT,
 ME2295'TURN LEFT ON DRIVEWAY AND GO EAST FOR 300
 ME2295'FEET TO 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
 ME2295'IN GOOD CONDITION.  REFERENCE MARK 2 WAS BENEATH A CONCRETE FLOOR OF
 ME2295'A GARAGE.  THE DIRECTION TO REFERENCE MARK 1 CHECKED, THE DISTANCE
 ME2295'BEING SHORTER BY .72 FOOT, A NEW DESCRIPTION FOLLOWS.
 ME2295'
 ME2295'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF ROCHESTER, ABOUT 7
 ME2295'MILES SOUTH OF ARGOS AND ON PROPERTY OWNED BY MR. THOMAS W. BECK.
 ME2295'IT IS 160 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF MR. BECK HOUSE,
 ME2295'110 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A GARAGE, 52 FEET
 ME2295'SOUTH OF A FENCE CORNER, 13 FEET SOUTH OF A GATE POST AND 0.5 FEET
 ME2295'WEST OF A FENCELINE.  THE MONUMENT IS 10 INCHES UNDERGROUND AND THE
 ME2295'DISK IS STAMPED CANOE 1952.
 ME2295'
 ME2295'REFERENCE MARK 1 IS 51 FEET NORTH OF A POWER POLE, 50 FEET EAST OF
 ME2295'THE CENTERLINE OF OLD U.S. HIGHWAY 31, 2 FEET SOUTH OF A WOODEN
 ME2295'WITNESS POST AND 1 FOOT EAST OF A FENCELINE.  THE MONUMENT IS
 ME2295'FLUSH AND THE 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
 ME2295'THE HIGHWAY FOR 2.0 MILES TO A DRIVEWAY ON THE RIGHT AT MR. BECKS
 ME2295'HOUSE 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
 ME2295'POLE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED CANOE
 ME2295'1952.
 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 = OCTOBER  6, 2006
 JA1680 ***********************************************************************
 JA1680  DESIGNATION -  CANTON
 JA1680  PID         -  JA1680
 JA1680  STATE/COUNTY-  IN/WASHINGTON
 JA1680  USGS QUAD   -  KOSSUTH (1994)
 JA1680
 JA1680                         *CURRENT SURVEY CONTROL
 JA1680  ___________________________________________________________________
 JA1680* NAD 83(1997)-  38 37 35.12860(N)    086 02 19.89073(W)     ADJUSTED  
 JA1680* NAVD 88     -       263.53   (+/-2cm)     864.6    (feet)  VERTCON   
 JA1680  ___________________________________________________________________
 JA1680  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 JA1680  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JA1680
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1680
 JA1680.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1680
 JA1680.The geoid height was determined by GEOID03.
 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     -   0.99996390  x   0.99997960  =   0.99994350
 JA1680!UTM  16      -   0.99996390  x   0.99968620  =   0.99965011
 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 (07/19/86)  263.64   (m)          865.0    (f) LEVELING    3  
 JA1680
 JA1680.Superseded values are not recommended for survey control.
 JA1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1680.See file dsdata.txt to determine how the superseded data were derived.
 JA1680
 JA1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8366475760(NAD 83)
 JA1680_MARKER: DS = TRIANGULATION STATION DISK
 JA1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB1561 ***********************************************************************
 LB1561  DESIGNATION -  CARBON
 LB1561  PID         -  LB1561
 LB1561  STATE/COUNTY-  IN/WARREN
 LB1561  USGS QUAD   -  WILLIAMSPORT (1992)
 LB1561
 LB1561                         *CURRENT SURVEY CONTROL
 LB1561  ___________________________________________________________________
 LB1561* NAD 83(1997)-  40 21 01.78055(N)    087 20 52.76804(W)     ADJUSTED  
 LB1561* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 LB1561  ___________________________________________________________________
 LB1561  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 LB1561  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 LB1561
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB1561
 LB1561.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1561.See file dsdata.txt to determine how the superseded data were derived.
 LB1561
 LB1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7044866718(NAD 83)
 LB1561_MARKER: DS = TRIANGULATION STATION DISK
 LB1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1561_STAMPING: CARBON 1955
 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 = OCTOBER  6, 2006
 ME2409 ***********************************************************************
 ME2409  DESIGNATION -  CARL
 ME2409  PID         -  ME2409
 ME2409  STATE/COUNTY-  IN/ST JOSEPH
 ME2409  USGS QUAD   -  NEW CARLISLE (1980)
 ME2409
 ME2409                         *CURRENT SURVEY CONTROL
 ME2409  ___________________________________________________________________
 ME2409* NAD 83(1997)-  41 42 12.66929(N)    086 30 20.80758(W)     ADJUSTED  
 ME2409* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 ME2409  ___________________________________________________________________
 ME2409  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 ME2409  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME2409
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2409
 ME2409.The geoid height was determined by GEOID03.
 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  =   0.99958725
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2409.See file dsdata.txt to determine how the superseded data were derived.
 ME2409
 ME2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4112016977(NAD 83)
 ME2409_MARKER: DS = TRIANGULATION STATION DISK
 ME2409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2409'AND ON HIGHWAY RIGHT-A-WAY.  IT IS 200 FEET SOUTHWEST OF THE
 ME2409'SOUTHWEST CORNER OF A BRICK
 ME2409'HOUSE, 93 FEET SOUTHEAST OF THE INTERSECTION OF TIMOTHY ROAD AND A
 ME2409'PAVED ROAD, 19 FEET EAST OF THE
 ME2409'CENTER OF TIMOTHY ROAD, 7 FEET SOUTH OF A POWER LINE
 ME2409'POLE AND 4 FEET NORTH OF A WHITE WITNESS POST.
 ME2409'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
 ME2409'TIMOTHY ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED CARL NO 1
 ME2409'1952.
 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
 ME2409'OF TIMOTHY ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED CARL NO 2
 ME2409'1952.
 ME2409'
 ME2409'AZIMUTH MARK IS 125 FEET EAST OF THE CENTER OF TIMOTHY ROAD, 15 FEET
 ME2409'SOUTH OF THE CENTER OF A
 ME2409'GRAVEL ROAD, 2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF
 ME2409'A FENCE LINE.  THE MARK
 ME2409'PROJECTS 8 INCHES AND 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
 ME2409'TO THE INTERSECTION OF TIMOTHY ROAD, TURN RIGHT AND GO SOUTH ON
 ME2409'TIMOTHY ROAD FOR 0.25 MILE TO THE
 ME2409'STATION ON THE LEFT AS DESCRIBED.  CONTINUE ON TIMOTHY ROAD
 ME2409'FOR 0.1 MILE TO A GRAVEL ROAD LEFT AND THE
 ME2409'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 = OCTOBER  6, 2006
 LA2392 ***********************************************************************
 LA2392  DESIGNATION -  CARLFRED 1955
 LA2392  PID         -  LA2392
 LA2392  STATE/COUNTY-  IN/ADAMS
 LA2392  USGS QUAD   -  BERNE (1994)
 LA2392
 LA2392                         *CURRENT SURVEY CONTROL
 LA2392  ___________________________________________________________________
 LA2392* NAD 83(1997)-  40 42 48.86195(N)    084 57 21.66278(W)     ADJUSTED  
 LA2392* NAVD 88     -       256.     (meters)     840.     (feet)  SCALED    
 LA2392  ___________________________________________________________________
 LA2392  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 LA2392  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 LA2392
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2392
 LA2392.The geoid height was determined by GEOID03.
 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     -   0.99996513  x   1.00001103  =   0.99997616
 LA2392!UTM  16      -   0.99996513  x   0.99996690  =   0.99993203
 LA2392
 LA2392:                Primary Azimuth Mark                     Grid Az
 LA2392:SPC IN E     -  Q 225                                    005 45 51.0
 LA2392:UTM  16      -  Q 225                                    004 53 38.9
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2392.See file dsdata.txt to determine how the superseded data were derived.
 LA2392
 LA2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7265008971(NAD 83)
 LA2392_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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     SEE DESCRIPTION  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
 LA2392'BERNE, 2-1/2 MILES SOUTHWEST OF
 LA2392'MONROE, 48 FEET WEST OF THE CENTER OF U.S. HIGHWAY 27, 32.20 FEET
 LA2392'NORTH OF NORTHEAST CORNER OF A
 LA2392'BLACKSMITH SHOP 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
 LA2392'NORTH ON U.S. HIGHWAY 27 FOR 3.65 MILES TO THE STATION ON THE LEFT.
 LA2392'CONTINUE NORTH ON THE HIGHWAY FOR 0.1
 LA2392'MILE 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
 LA2392'INCH WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND, AND THE
 LA2392'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
 LA2392'SOUTHEAST CORNER OF THE BLACKSMITH SHOP.  THE MARK IS FLUSH WITH THE
 LA2392'GROUND, AND THE DISK IS
 LA2392'STAMPED CARLFRED NO 2 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
 LA2392'10 INCH X 10 INCH CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 51 FEET
 LA2392'EAST OF THE CENTER OF THE HIGHWAY, 15 FEET
 LA2392'SOUTH OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT
 LA2392'WEST OF A 4 INCH X 4 INCH WHITE WITNESS POST.  THE
 LA2392'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
 LA2392'LINE BETWEEN THE SUBJECT STATION AND THE AZIMUTH MARK.  SEE
 LA2392'DESCRIPTION OF CARLFRED 2.  THE
 LA2392'SUBJECT STATION WAS LEFT UNDISTURBED (IT IS 1.2 FEET UNDERGROUND),
 LA2392'SINCE THE PROPOSED BUILDING ADDITION
 LA2392'MAY JUST POSSIBLY NOT COVER IT NOR DESTROY IT IN THE CONSTRUCTION
 LA2392'THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2390 ***********************************************************************
 LA2390  DESIGNATION -  CARLFRED 2
 LA2390  PID         -  LA2390
 LA2390  STATE/COUNTY-  IN/ADAMS
 LA2390  USGS QUAD   -  BERNE (1994)
 LA2390
 LA2390                         *CURRENT SURVEY CONTROL
 LA2390  ___________________________________________________________________
 LA2390* NAD 83(1997)-  40 42 49.47485(N)    084 57 21.57489(W)     ADJUSTED  
 LA2390* NAVD 88     -       256.     (meters)     840.     (feet)  SCALED    
 LA2390  ___________________________________________________________________
 LA2390  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 LA2390  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 LA2390
 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.No horizontal observational check was made to the station.
 LA2390
 LA2390.The orthometric height was scaled from a topographic map.
 LA2390
 LA2390.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2390
 LA2390.The geoid height was determined by GEOID03.
 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     -   0.99996513  x   1.00001103  =   0.99997616
 LA2390!UTM  16      -   0.99996513  x   0.99996691  =   0.99993204
 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|---------------------------------------------------------------------|
 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 1955                        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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2390.See file dsdata.txt to determine how the superseded data were derived.
 LA2390
 LA2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7265108990(NAD 83)
 LA2390_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2390_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2261 ***********************************************************************
 ME2261  DESIGNATION -  CARLISLE
 ME2261  PID         -  ME2261
 ME2261  STATE/COUNTY-  IN/ST JOSEPH
 ME2261  USGS QUAD   -  LYDICK (1969)
 ME2261
 ME2261                         *CURRENT SURVEY CONTROL
 ME2261  ___________________________________________________________________
 ME2261* NAD 83(1997)-  41 40 05.19268(N)    086 29 38.22582(W)     ADJUSTED  
 ME2261* NAVD 88     -       278.34   (+/-2cm)     913.2    (feet)  VERTCON   
 ME2261  ___________________________________________________________________
 ME2261  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 ME2261  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME2261
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2261
 ME2261.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2261
 ME2261.The geoid height was determined by GEOID03.
 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     -   0.99996165  x   1.00002505  =   0.99998670
 ME2261!SPC IN W     -   0.99996165  x   0.99999630  =   0.99995795
 ME2261!UTM  16      -   0.99996165  x   0.99962184  =   0.99958351
 ME2261
 ME2261:                Primary Azimuth Mark                     Grid Az
 ME2261:SPC IN E     -  CARLISLE AZ MK                           023 57 05.3
 ME2261:SPC IN W     -  CARLISLE AZ MK                           023 00 34.7
 ME2261:UTM  16      -  CARLISLE AZ MK                           023 03 54.1
 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  NGVD 29 (07/19/86)  278.44   (m)          913.5    (f) LEVELING    3  
 ME2261
 ME2261.Superseded values are not recommended for survey control.
 ME2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2261.See file dsdata.txt to determine how the superseded data were derived.
 ME2261
 ME2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4212713052(NAD 83)
 ME2261_MARKER: V = STONE MONUMENT
 ME2261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2261'SOUTH OF NEW
 ME2261'CARLISLE (STATION ON THE NEW YORK CENTRAL RAILROAD), IN SE
 ME2261'1/4 SEC. 11, T 37 N., R. 1 W.,
 ME2261'OLIVE TOWNSHIP, ON PROVING GROUNDS OF THE
 ME2261'STUDEBAKER CO., AND ON HILL KNOWN AS STUDEBAKER
 ME2261'HILL.  TO REACH FROM
 ME2261'SOUTH BEND GO WEST ABOUT 10 MILES ON INDIANA ROUTE 2 TO THE
 ME2261'STUDEBAKER
 ME2261'PROVING GROUNDS, ENTER GATE AND FOLLOW GRAVEL ROAD 300 YARDS
 ME2261'SOUTHEAST TO GARAGE,
 ME2261'TURN SOUTH, GO 200 YARDS TO DIRT AND CINDER ROAD LEADING
 ME2261'TO RIGHT, FOLLOW THIS ROAD UP
 ME2261'HILL PAST OLD BARN 0.65 MILE TO CROSSROAD,
 ME2261'TURN LEFT, GO 20 YARDS TO FORK, FOLLOW LEFT FORK
 ME2261'ABOUT 300 YARDS
 ME2261'TO SUMMIT OF GRADE AND HIGHEST POINT OF HILL.  STATION IS ON LOWER
 ME2261'PEAK ABOUT 100
 ME2261'YARDS NORTH OF THIS SUMMIT.  SURFACE AND UNDERGROUND
 ME2261'MARKS ARE STONE POSTS, LOWER MARK
 ME2261'BEING 2-1/2 FEET BELOW SURFACE OF GROUND.
 ME2261'IN 1932 STATION WAS RE-MARKED WITH STANDARD STATION
 ME2261'DISK STAMPED
 ME2261'CARLISLE U.S.L.S. 1877-1932.  ORIGINAL REFERENCE MARKS WERE STONE
 ME2261'POSTS AT FOLLOWING
 ME2261'DISTANCES AND BEARINGS FROM STATION- 16.1 METERS
 ME2261'(53 FEET), N. 32 DEG 16 MIN W., AND
 ME2261'8.7 METERS (29 FEET), S. 18 DEG 24 MIN W.  IN
 ME2261'1932 TOPS OF THESE TWO POSTS WERE REPORTED BROKEN OFF.
 ME2261'A THIRD REFERENCE
 ME2261'POST WAS RECOVERED IN 1932 AND RE-MARKED WITH STANDARD REFERENCE DISK
 ME2261'STAMPED CARLISLE
 ME2261'U.S.L.S. 1877-1932.  IT IS 47.46 FEET FROM STATION
 ME2261'S 86 DEG 53 MIN E.  IN 1932
 ME2261'ANOTHER REFERENCE MARK AND AZIMUTH MARK,
 ME2261'STANDARD REFERENCE DISKS, WERE ESTABLISHED.  REFERENCE
 ME2261'MARK IS 59.16
 ME2261'FEET FROM STATION N 27 DEG 34 MIN W.  AZ. MARK (NOT VISIBLE
 ME2261'FROM GROUND WITHOUT CLEARING
 ME2261'TREES) IS 2 FEET EAST OF LARGE FENCE-CORNER POST, 23.5
 ME2261'FEET NORTH OF CENTER LINE OF
 ME2261'INDIANA ROUTE 2, 70 FEET NORTHEAST OF BRICK
 ME2261'POST IN HEAVY WOVEN WIRE GUARD FENCE AROUND
 ME2261'PROVING GROUND, 70 FEET WEST
 ME2261'OF LARGE SLIPPERY ELM TREE ABOUT 200 FEET NORTHEAST OF LARGE
 ME2261'STUDEBAKER CAR (USED
 ME2261'FOR ADVERTISING PURPOSES), AND APPROXIMATELY 0.4 MILE FROM
 ME2261'STATION N 23 DEG 24 MIN E.
 ME2261'BEARING FROM STATION TO NEW CARLISLE,
 ME2261'MUNICIPAL TANK, FINIAL LIGHT IS N 20 DEG 42 MIN W.
 ME2261'CARLISLE (U.S.L.S.)
 ME2261'LATITUDE STATION IS DISTANT 26.12 METERS (85.7 FEET) FROM STATION
 ME2261'S 61 DEG 05 MIN E.  ST. JOSEPH COUNTY, INDIANA- CORNER OF SECS.
 ME2261'2, 3, 10, 11, T. 37 N., R.
 ME2261'1 W. (U.S.L.S.) IS 1,640.9 METERS (5,384 FEET) FROM
 ME2261'STATION ON BEARING N. 39 DEG 10 MIN W.
 ME2261
 ME2261                          STATION RECOVERY (1935)
 ME2261
 ME2261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 ME2261'THIS HAS BEEN REMARKED.
 ME2261'
 ME2261'COULD NOT FIND A REFERENCE STONE S.T 18 DEG 24 MIN W DISTANT 28.5
 ME2261'FEET.
 ME2261'
 ME2261'THIS IS SOUTHEAST OF CARLISLE.
 ME2261'OTHER DETAILS OF
 ME2261'DESCRIPTION APPLY.
 ME2261'
 ME2261'ABOUT 14.0 MILES WEST OF SOUTH BEND ST. JOSEPH COUNTY, INDIANA VIA
 ME2261'STATE ROAD NO 2, ON
 ME2261'GROUNDS USED BY STUDEBAKER CORPORATION AS A PROVING GROUNDS.
 ME2261'ON TOP OF HIGHEST HILL
 ME2261'ABOUT 1/4 MILE SOUTHWEST OF 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
 ME2261'WERE RECOVERED AND FOUND IN GOOD CONDITION.  AZIMUTH MARK HAD BEEN
 ME2261'DESTROYED.  BENCH MARK J 155 WAS USED AS AN
 ME2261'AZIMUTH MARK BY THIS PARTY.  IT IS 32 FEET SOUTH
 ME2261'OF THE CENTER OF THE SOUTH LANE OF STATE HIGHWAY 2
 ME2261'AND 1.5 FEET EAST OF THE WEST END OF A
 ME2261'CONCRETE BRIDGE ABUTMENT.  THE DISK IS A BRONZE U.S. COAST AND
 ME2261'GEODETIC SURVEY BENCH MARK DISK SET
 ME2261'FLUSH IN A DRILL HOLE IN THE CONCRETE ABUTMENT AND IT IS STAMPED J
 ME2261'155 1946.
 ME2261'
 ME2261'THE 1932 DESCRIPTION TO REACH THE STATION IS ADEQUATE.  TO REACH THE
 ME2261'BENCH MARK FROM THE MAIN GATE TO
 ME2261'THE STUDEBAKER PROVING GROUNDS, GO EAST ON HIGHWAY 2 FOR 1.1 MILE TO
 ME2261'THE MARK ON THE RIGHT AS DESCRIBED.
 ME2261'
 ME2261'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1961 ***********************************************************************
 JA1961  DESIGNATION -  CARLISLE
 JA1961  PID         -  JA1961
 JA1961  STATE/COUNTY-  IN/SULLIVAN
 JA1961  USGS QUAD   -  CARLISLE (1987)
 JA1961
 JA1961                         *CURRENT SURVEY CONTROL
 JA1961  ___________________________________________________________________
 JA1961* NAD 83(1997)-  38 57 30.14330(N)    087 24 32.78589(W)     ADJUSTED  
 JA1961* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 JA1961  ___________________________________________________________________
 JA1961  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 JA1961  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JA1961
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1961
 JA1961.The geoid height was determined by GEOID03.
 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  =   0.99959418
 JA1961
 JA1961:                Primary Azimuth Mark                     Grid Az
 JA1961:SPC IN W     -  CARLISLE MUNICIPAL TANK                  062 37 51.5
 JA1961:UTM  16      -  CARLISLE MUNICIPAL TANK                  062 41 00.1
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1961.See file dsdata.txt to determine how the superseded data were derived.
 JA1961
 JA1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6455412237(NAD 83)
 JA1961_MARKER: DS = TRIANGULATION STATION DISK
 JA1961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1961_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 JA1961'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
 JA1961'MILES TO THE JUNCTION OF U S HIGHWAY 41.  (TO REACH
 JA1961'THE AZIMUTH MARK FROM HERE, TURN
 JA1961'LEFT AND GO SOUTHERLY ON U S HIGHWAY
 JA1961'41 FOR 0.25 MILE TO A SIDE ROAD LEFT, TURN LEFT AND
 JA1961'GO EASTERLY ABOUT
 JA1961'300 FEET TO A STATE OF INDIANA BENCH MARK IN FENCE AS DESCRIBED, KEEP
 JA1961'LEFT AND CONTINUE
 JA1961'NORTHERLY ON SERVICE ROAD FOR 0.1 MILE TO THE FIRST
 JA1961'HOUSE ON RIGHT AND AZIMUTH MARK AS
 JA1961'DESCRIBED).  CONTINUE AHEAD
 JA1961'WESTERLY CROSSING U S HIGHWAY 41 AND FOLLOW GRAVELED
 JA1961'ROAD 0.15 MILE
 JA1961'TO A HOUSE ON LEFT AND DRIVEWAY.  TURN LEFT AND FOLLOW DRIVEWAY
 JA1961'SOUTHERLY FOR 0.05
 JA1961'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
 JA1961'44.5 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
 JA1961'SOUTH CORNER OF HOUSE, 52 FEET SOUTHEAST OF CENTER
 JA1961'OF DRIVEWAY AND 20 FEET SOUTHEAST
 JA1961'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
 JA1961'DRIVEWAY, 10.5 FEET NORTHWEST OF PROJECTED LINE OF GRAPE
 JA1961'ARBOR AND 6.5 FEET NORTHEAST OF
 JA1961'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
 JA1961'A CONCRETE POST WHICH PROJECTS ABOUT 15 INCHES.
 JA1961'IT IS 131 FEET SOUTHWEAST SIGN, 73
 JA1961'FEET SOUTH OF POWER LINE POLE AND
 JA1961'ON WEST SIDE OF FENCE.
 JA1961'
 JA1961'AZ MK, STAMPED CARLISLE 1968, IS SET FLUSH.  IT IS 92 FEET SOUTHWEST
 JA1961'OF THE SOUTHWEST
 JA1961'CORNER OF HOUSE, 39 FEET SOUTH OF FENCE CORNER, 26
 JA1961'FEET EAST OF CENTER OF SERVICE
 JA1961'ROAD, 4.4 FEET SOUTH OF POWER LINE
 JA1961'POLE 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 = OCTOBER  6, 2006
 JA1962 ***********************************************************************
 JA1962  DESIGNATION -  CARLISLE MUNICIPAL TANK
 JA1962  PID         -  JA1962
 JA1962  STATE/COUNTY-  IN/SULLIVAN
 JA1962  USGS QUAD   -  CARLISLE (1987)
 JA1962
 JA1962                         *CURRENT SURVEY CONTROL
 JA1962  ___________________________________________________________________
 JA1962* NAD 83(1997)-  38 57 39.24074(N)    087 24 10.47091(W)     ADJUSTED  
 JA1962* NAVD 88     -                                                        
 JA1962  ___________________________________________________________________
 JA1962  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 JA1962  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JA1962
 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
 JA1962.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1962
 JA1962.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1962
 JA1962  NAD 83(1986)-  38 57 39.24889(N)    087 24 10.46951(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1962.See file dsdata.txt to determine how the superseded data were derived.
 JA1962
 JA1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6509212515(NAD 83)
 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 = OCTOBER  6, 2006
 KA1992 ***********************************************************************
 KA1992  DESIGNATION -  CARP
 KA1992  PID         -  KA1992
 KA1992  STATE/COUNTY-  IN/OWEN
 KA1992  USGS QUAD   -  CATARACT (1986)
 KA1992
 KA1992                         *CURRENT SURVEY CONTROL
 KA1992  ___________________________________________________________________
 KA1992* NAD 83(1997)-  39 24 17.16534(N)    086 45 44.87650(W)     ADJUSTED  
 KA1992* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 KA1992  ___________________________________________________________________
 KA1992  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 KA1992  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KA1992
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1992
 KA1992.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1992.See file dsdata.txt to determine how the superseded data were derived.
 KA1992
 KA1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2045161723(NAD 83)
 KA1992_MARKER: DS = TRIANGULATION STATION DISK
 KA1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD1666 ***********************************************************************
 MD1666  DESIGNATION -  CARRS
 MD1666  PID         -  MD1666
 MD1666  STATE/COUNTY-  IN/KOSCIUSKO
 MD1666  USGS QUAD   -  BURKET (1994)
 MD1666
 MD1666                         *CURRENT SURVEY CONTROL
 MD1666  ___________________________________________________________________
 MD1666* NAD 83(1997)-  41 10 20.22557(N)    085 52 48.12036(W)     ADJUSTED  
 MD1666* NAVD 88     -       266.     (meters)     873.     (feet)  SCALED    
 MD1666  ___________________________________________________________________
 MD1666  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 MD1666  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MD1666
 MD1666  HORZ ORDER  -  SECOND
 MD1666
 MD1666.The horizontal coordinates were established by classical geodetic methods
 MD1666.and adjusted by the National Geodetic Survey in May 1999..
 MD1666
 MD1666.The orthometric height was scaled from a topographic map.
 MD1666
 MD1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1666
 MD1666.The geoid height was determined by GEOID03.
 MD1666
 MD1666;                    North         East     Units Scale Factor Converg.
 MD1666;SPC IN E     -   657,712.701    82,095.765   MT  0.99997061   -0 08 25.7
 MD1666;SPC IN E     - 2,157,845.75    269,342.52   sFT  0.99997061   -0 08 25.7
 MD1666;UTM  16      - 4,558,487.112   593,946.022   MT  0.99970862   +0 44 14.5
 MD1666
 MD1666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1666!SPC IN E     -   0.99996357  x   0.99997061  =   0.99993418
 MD1666!UTM  16      -   0.99996357  x   0.99970862  =   0.99967220
 MD1666
 MD1666:                Primary Azimuth Mark                     Grid Az
 MD1666:SPC IN E     -  CARRS AZ MK                              026 50 05.2
 MD1666:UTM  16      -  CARRS AZ MK                              025 57 25.0
 MD1666
 MD1666|---------------------------------------------------------------------|
 MD1666| PID    Reference Object                     Distance      Geod. Az  |
 MD1666|                                                           dddmmss.s |
 MD1666| CC8387 CARRS AZ MK                                        0264139.5 |
 MD1666| CC8388 CARRS RM 1                           40.185 METERS 08508     |
 MD1666| CC8389 CARRS RM 2                           29.553 METERS 25109     |
 MD1666|---------------------------------------------------------------------|
 MD1666
 MD1666                          SUPERSEDED SURVEY CONTROL
 MD1666
 MD1666  NAD 83(1986)-  41 10 20.22965(N)    085 52 48.13052(W) AD(       ) 2
 MD1666  NAD 27      -  41 10 20.07220(N)    085 52 48.15740(W) AD(       ) 2
 MD1666
 MD1666.Superseded values are not recommended for survey control.
 MD1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1666.See file dsdata.txt to determine how the superseded data were derived.
 MD1666
 MD1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9394658487(NAD 83)
 MD1666_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1666
 MD1666  HISTORY     - Date     Condition        Report By
 MD1666  HISTORY     - 1947     MONUMENTED       CGS
 MD1666  HISTORY     - 1960     SEE DESCRIPTION  USGS
 MD1666
 MD1666                          STATION DESCRIPTION
 MD1666
 MD1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1666'STATION IS LOCATED ABOUT 4 MILES SOUTH OF WARSAW AND 0.1 MILE WEST OF
 MD1666'STATE HIGHWAY 15.  IT IS
 MD1666'126 FEET WEST OF THE SOUTHWEST CORNER OF A RED BARN, 34 FEET NORTH OF
 MD1666'THE CENTER OF A GRAVEL ROAD AND 14 FEET
 MD1666'NORTH OF A WHITE WITNESS POST AND AN EAST-WEST FENCE.
 MD1666'THE MARK IS FLUSH AND THE DISK IS STAMPED CARRS 1947.
 MD1666'
 MD1666'REFERENCE MARK NO. 1 IS 131.84 FEET EAST OF THE STATION.  IT IS 25
 MD1666'FEET SOUTH OF THE BARN, 20 FEET
 MD1666'NORTH OF THE CENTER OF THE ROAD AND ONE FOOT NORTHWEST OF A FENCE
 MD1666'CORNER.  THE MARK PROJECTS ABOUT 6
 MD1666'INCHES AND THE DISK IS STAMPED CARRS NO 1 1947.
 MD1666'
 MD1666'REFERENCE MARK NO. 2 IS 96.96 FEET WEST OF THE STATION IN THE FENCE
 MD1666'LINE.  IT IS 20 FEET NORTH OF THE
 MD1666'CENTER OF THE ROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 MD1666'STAMPED CARRS NO 2 1947.
 MD1666'
 MD1666'AZIMUTH MARK IS ABOUT 0.6 MILE NORTH OF THE STATION ON THE WEST SIDE
 MD1666'OF STATE HIGHWAY 15.  IT IS 30
 MD1666'FEET WEST OF THE CENTER OF THE HIGHWAY, 5 FEET SOUTH OF A WITNESS
 MD1666'POST AND 2 FEET EAST OF THE FENCE.
 MD1666'THE MARK PROJECTS ABOUT ONE FOOT AND THE DISK IS STAMPED CARRS 1947.
 MD1666'
 MD1666'TO REACH THE STATION FROM THE POST OFFICE IN WARSAW GO EAST ON STATE
 MD1666'HIGHWAY 25 FOR ONE BLOCK TO
 MD1666'STATE HIGHWAY 15, TURN RIGHT ON HIGHWAY 15 AND GO 4.15 MILES TO TWO
 MD1666'BARNS ON THE LEFT AND THE AZIMUTH
 MD1666'MARK ON THE RIGHT, CONTINUE STRAIGHT AHEAD 0.6 MILE
 MD1666'TO A T-ROAD RIGHT, TURN RIGHT AND GO 0.1 MILE TO
 MD1666'STATION ON THE RIGHT AS DESCRIBED.
 MD1666'
 MD1666'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1666
 MD1666                          STATION RECOVERY (1960)
 MD1666
 MD1666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MD1666'THE STATION MONUMENT HAS BEEN PULLED OUT OF THE GROUND AND LIES NEAR
 MD1666'THE AREA.  R.M. 1 AND R.M. 2 WERE
 MD1666'BOTH FOUND AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1855 ***********************************************************************
 JA1855  DESIGNATION -  CARTER
 JA1855  PID         -  JA1855
 JA1855  STATE/COUNTY-  IN/SPENCER
 JA1855  USGS QUAD   -  DALE (1980)
 JA1855
 JA1855                         *CURRENT SURVEY CONTROL
 JA1855  ___________________________________________________________________
 JA1855* NAD 83(1997)-  38 11 45.21805(N)    086 58 44.85439(W)     ADJUSTED  
 JA1855* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 JA1855  ___________________________________________________________________
 JA1855  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 JA1855  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 JA1855
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1855
 JA1855.The geoid height was determined by GEOID03.
 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     -   0.99998087  x   0.99996769  =   0.99994856
 JA1855!UTM  16      -   0.99998087  x   0.99960004  =   0.99958091
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1855.See file dsdata.txt to determine how the superseded data were derived.
 JA1855
 JA1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0182827550(NAD 83)
 JA1855_MARKER: DS = TRIANGULATION STATION DISK
 JA1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1855'JUNCTION OF STATE HIGHWAYS 62, 68 AND 45 IN DALE,
 JA1855'ABOUT 100 YARDS WEST OF A WHITE
 JA1855'FARMHOUSE, ON THE WEST SIDE OF A
 JA1855'HILL.  THE MARK IS 66 FEET WEST OF A SHED AND 44
 JA1855'FEET NORTHWEST OF AN
 JA1855'18-INCH TREE.  THE MARK PROJECTS 4 INCH AND THE DISK IS STAMPED
 JA1855'CARTER 1946.
 JA1855'
 JA1855'REFERENCE MARK NO 1 IS 30.14 FEET NORTHEAST OF THE STATION AND 43
 JA1855'FEET
 JA1855'NORTH-NORTHWEST OF THE SHED.  THE MARK IS FLUSH WITH THE GROUND AND
 JA1855'THE DISK IS
 JA1855'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
 JA1855'20 FEET NORTH OF THE 18-INCH TREE.  THE MARK IS FLUSH
 JA1855'WITH THE GROUND AND THE DISK IS
 JA1855'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
 JA1855'FEET NORTH OF A POWER POLE, 29 FEET WEST OF THE
 JA1855'CENTERLINE OF THE HIGHWAY, AND 2
 JA1855'FEET NORTH OF A WHITE WITNESS POST,
 JA1855'AT THE TOP OF A RISE.  THE MARK PROJECTS 8 INCHES
 JA1855'AND THE DISK IS
 JA1855'STAMPED CARTER 1946.
 JA1855'
 JA1855'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2377 ***********************************************************************
 LB2377  DESIGNATION -  CASSEDY
 LB2377  PID         -  LB2377
 LB2377  STATE/COUNTY-  IN/HOWARD
 LB2377  USGS QUAD   -  GALVESTON (1994)
 LB2377
 LB2377                         *CURRENT SURVEY CONTROL
 LB2377  ___________________________________________________________________
 LB2377* NAD 83(1997)-  40 33 31.73838(N)    086 10 22.86191(W)     ADJUSTED  
 LB2377* NAVD 88     -       251.16   (+/-2cm)     824.0    (feet)  VERTCON   
 LB2377  ___________________________________________________________________
 LB2377  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 LB2377  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 LB2377
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2377
 LB2377.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2377
 LB2377.The geoid height was determined by GEOID03.
 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     -   0.99996598  x   0.99998929  =   0.99995527
 LB2377!UTM  16      -   0.99996598  x   0.99966033  =   0.99962633
 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  NGVD 29 (07/19/86)  251.28   (m)          824.4    (f) LEVELING    3  
 LB2377
 LB2377.Superseded values are not recommended for survey control.
 LB2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2377.See file dsdata.txt to determine how the superseded data were derived.
 LB2377
 LB2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7001390112(NAD 83)
 LB2377_MARKER: DS = TRIANGULATION STATION DISK
 LB2377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1905 ***********************************************************************
 JA1905  DESIGNATION -  CASTLE
 JA1905  PID         -  JA1905
 JA1905  STATE/COUNTY-  IN/ORANGE
 JA1905  USGS QUAD   -  FRENCH LICK (1993)
 JA1905
 JA1905                         *CURRENT SURVEY CONTROL
 JA1905  ___________________________________________________________________
 JA1905* NAD 83(1997)-  38 33 50.13155(N)    086 32 56.62628(W)     ADJUSTED  
 JA1905* NAVD 88     -       257.     (meters)     843.     (feet)  SCALED    
 JA1905  ___________________________________________________________________
 JA1905  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 JA1905  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JA1905
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1905
 JA1905.The geoid height was determined by GEOID03.
 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  =   0.99958392
 JA1905
 JA1905:                Primary Azimuth Mark                     Grid Az
 JA1905:SPC IN W     -  CASTLE 1946 AZ MK                        052 33 37.3
 JA1905:UTM  16      -  CASTLE 1946 AZ MK                        052 36 44.3
 JA1905
 JA1905|---------------------------------------------------------------------|
 JA1905| PID    Reference Object                     Distance      Geod. Az  |
 JA1905|                                                           dddmmss.s |
 JA1905| JA1907 CASTLE 1946 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1905.See file dsdata.txt to determine how the superseded data were derived.
 JA1905
 JA1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3928668483(NAD 83)
 JA1905_MARKER: DS = TRIANGULATION STATION DISK
 JA1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1905'ON A GRASSY RIDGE THAT IS HEAVILY TIMBERED ON THE
 JA1905'SLOPES.  IT IS 28 FEET EAST OF A
 JA1905'GATE AND THE CENTERLINE OF A TRACK
 JA1905'ROAD AND 6 FEET EAST OF A WITNESS POST.  THE MARK
 JA1905'PROJECTS 5 INCHES
 JA1905'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
 JA1905'MARK PROJECTS 2 INCHES AND THE DISK IS 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
 JA1905'THE CENTERLINE OF A TRACK ROAD AND 1 FOOT EAST OF A
 JA1905'FENCELINE.  THE MARK PROJECTS 4
 JA1905'INCHES AND THE DISK IS STAMPED 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
 JA1905'HIGHWAY 150, 5 FEET EAST OF A WITNESS POST, 5 FEET
 JA1905'NORTH OF A FENCELINE AND IS
 JA1905'BETWEEN TWO GATES AND DRIVE TO A BARN.
 JA1905'THE MARK IS FLUSH WITH THE GROUND AND IS
 JA1905'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
 JA1905'150 FOR 3.0 MILES TO A BRICK CHURCH ON THE LEFT
 JA1905'AND A GRAVEL SIDE ROAD RIGHT, TURN
 JA1905'RIGHT ON GRAVEL ROAD AND GO SOUTH
 JA1905'FOR 0.2 MILE.  TURN LEFT AND GO EAST AND SOUTH FOR
 JA1905'0.9 MILE TO A
 JA1905'FORK, TAKE THE LEFT FORK AND GO EAST FOR 0.3 MILE.  TURN LEFT AT THE
 JA1905'GATE AT THE EAST
 JA1905'END OF A WHITE FENCE, THROUGH GATE AND GO NORTH
 JA1905'ALONG A DIVIDE FOR 0.1 MILE TO A
 JA1905'GATE WHICH IS NORTH OF A WELL AND
 JA1905'THE 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.
 JA1905'
 JA1905'THE STATION MARK, AND R.M. 1 WERE NOT FOUND.  BRIEF SEARCH.
 JA1905'
 JA1905'THE AREA IS NOW OVERGROWN, AND THE TRACK ROAD IS ABANDONED.
 JA1905'
 JA1905'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1907 ***********************************************************************
 JA1907  DESIGNATION -  CASTLE 1946 AZ MK
 JA1907  PID         -  JA1907
 JA1907  STATE/COUNTY-  IN/ORANGE
 JA1907  USGS QUAD   -  FRENCH LICK (1993)
 JA1907
 JA1907                         *CURRENT SURVEY CONTROL
 JA1907  ___________________________________________________________________
 JA1907* NAD 83(1997)-  38 34 13.33040(N)    086 32 17.56011(W)     ADJUSTED  
 JA1907* NAVD 88     -       162.     (meters)     531.     (feet)  SCALED    
 JA1907  ___________________________________________________________________
 JA1907  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 JA1907  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JA1907
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1907
 JA1907.The geoid height was determined by GEOID03.
 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     -   0.99997980  x   0.99999445  =   0.99997425
 JA1907!UTM  16      -   0.99997980  x   0.99961993  =   0.99959974
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1907.See file dsdata.txt to determine how the superseded data were derived.
 JA1907
 JA1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4022869203(NAD 83)
 JA1907_MARKER: DR = REFERENCE MARK DISK
 JA1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1907_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA1905 ***********************************************************************
 KA1905  DESIGNATION -  CASTLETON RESET
 KA1905  PID         -  KA1905
 KA1905  STATE/COUNTY-  IN/HAMILTON
 KA1905  USGS QUAD   -  FISHERS (1988)
 KA1905
 KA1905                         *CURRENT SURVEY CONTROL
 KA1905  ___________________________________________________________________
 KA1905* NAD 83(1997)-  39 55 46.23991(N)    086 02 05.49228(W)     ADJUSTED  
 KA1905* NAVD 88     -       250.92   (+/-2cm)     823.2    (feet)  VERTCON   
 KA1905  ___________________________________________________________________
 KA1905  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 KA1905  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KA1905
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1905
 KA1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1905
 KA1905.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  251.05   (m)          823.7    (f) LEVELING    3  
 KA1905
 KA1905.Superseded values are not recommended for survey control.
 KA1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1905.See file dsdata.txt to determine how the superseded data were derived.
 KA1905
 KA1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK8246920380(NAD 83)
 KA1905_MARKER: DS = TRIANGULATION STATION DISK
 KA1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1905_STAMPING: CASTLETON 1920 1971
 KA1905_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 = OCTOBER  6, 2006
 JA1926 ***********************************************************************
 JA1926  DESIGNATION -  CAVANAUGH
 JA1926  PID         -  JA1926
 JA1926  STATE/COUNTY-  IN/DAVIESS
 JA1926  USGS QUAD   -  ALFORDSVILLE (1978)
 JA1926
 JA1926                         *CURRENT SURVEY CONTROL
 JA1926  ___________________________________________________________________
 JA1926* NAD 83(1997)-  38 36 18.85506(N)    086 59 47.56516(W)     ADJUSTED  
 JA1926* NAVD 88     -       208.02   (+/-2cm)     682.5    (feet)  VERTCON   
 JA1926  ___________________________________________________________________
 JA1926  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 JA1926  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 JA1926
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1926
 JA1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1926
 JA1926.The geoid height was determined by GEOID03.
 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  =   0.99993983
 JA1926!UTM  16      -   0.99997246  x   0.99960000  =   0.99957247
 JA1926
 JA1926:                Primary Azimuth Mark                     Grid Az
 JA1926:SPC IN W     -  LOOGOOTEE MUNICIPAL TANK                 041 57 48.0
 JA1926:UTM  16      -  LOOGOOTEE MUNICIPAL TANK                 042 00 55.1
 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 (07/19/86)  208.15   (m)          682.9    (f) LEVELING    3  
 JA1926
 JA1926.Superseded values are not recommended for survey control.
 JA1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1926.See file dsdata.txt to determine how the superseded data were derived.
 JA1926
 JA1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0030172971(NAD 83)
 JA1926_MARKER: DS = TRIANGULATION STATION DISK
 JA1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1926_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 JA1926'TO JOHN P CAVANAUGH OF WASHINGTON.  THE MARK IS 10
 JA1926'INCHES BELOW SURFACE OF GROUND,
 JA1926'ABOUT 0.1 MILE E OF DIRT ROAD, AND
 JA1926'ABOUT 50 YARDS N OF EDGE OF WOODS.  RM 1 IS SE OF
 JA1926'STATION AT EDGE OF
 JA1926'WOODS, RM 2 IS SW OF STATION AT EDGE OF WOODS AND ABOUT 8 FEET LOWER
 JA1926'IN ELEVATION.
 JA1926'AZIMUTH MARK IS ABOUT 0.3 MILE NNW OF STATION, 30 FEET
 JA1926'E OF CENTER OF ROAD AND ON A BANK
 JA1926'ABOUT 8 FEET HIGHER THAN ROAD.
 JA1926'MARK IS 0.1 MILE N OF T-ROAD AND ABOUT 100 FEET N OF
 JA1926'24 INCH OAK ON E
 JA1926'SIDE OF ROAD.  PROJECTS 2 INCHES.  TO REACH STATION FROM UNITED
 JA1926'BRETHERN CHURCH IN
 JA1926'MONTOGOMERY ON RT 50, GO S ON DIRT ROAD FOR 0.6
 JA1926'MILE TO INTERSECTION A OLD CONCRETE
 JA1926'TILE BLDG, TURN LEFT FOR 0.5 MILE
 JA1926'TO INTERSECTION, TURN RIGHT FOR 3.0 MILES TO POOR DIRT
 JA1926'ROAD LEFT AT
 JA1926'FOOT TO SLOPE, GO LEFT ON THIS ROAD FOR 1.0 MILE TO T-ROAD
 JA1926'INTERSECTION, GO
 JA1926'RIGHT FOR 0.2 MILE TO DIM ROAD TO LEFT, TURN LEFT
 JA1926'FOR 150 YARDS AND STATION SITE IS
 JA1926'ABOUT 4) FEET LEFT 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
 JA1926'NEW AZIMUTH MARK WAS SET ON LINE FROM THE STATION
 JA1926'TO THE OLD AZIMUTH MARK, 44.001 FEET
 JA1926'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
 JA1926'MARKS WERE FOUND
 JA1926'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND
 JA1926'AND A NEW ONE WAS SET.  THE STATION
 JA1926'IS ABOUT 7 MILES SOUTHWEST OF
 JA1926'LOOGOOTEE ON TOP OF A PROMIENT HILL WITH A BARE NORTH
 JA1926'SLOPE.  IT IS 25
 JA1926'FEET NORTH OF THE CENTERLINE OF A TRACK ROAD AND 0.1 MILE EAST OF
 JA1926'A GRAVEL ROAD.  THE
 JA1926'MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND
 JA1926'AND THE DISK IS STAMPED CAVANAUGH 1934.
 JA1926'
 JA1926'THE REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE BASES.
 JA1926'THE REFERENCE MARK NO
 JA1926'1 IS 167.98 FEET SOUTHEAST OF THE STATION AND IS 17 FEET EAST
 JA1926'OF THE CENTERLINE OF A TRACK ROAD.
 JA1926'THE MARK PROJECTS 9 INCHES AND
 JA1926'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
 JA1926'HILL, AND IS 8 FEET SOUTH OF A SASSAFRAS TREE 3 INCHES
 JA1926'IN DIAMETER.  THE MARK PROJECTS
 JA1926'7 INCHES AND THE DISK IS STAMPED
 JA1926'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
 JA1926'GRAVEL ROAD, 5 FEET WEST OF THE WEST EDGE OF A ROAD
 JA1926'CUT AND 2 FEET SOUTH OF A WITNESS
 JA1926'POST.  THE MARK PROJECTS 3 INCHES
 JA1926'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
 JA1926'EDGE OF LOOGOOTEE, GO WEST ON HIGHWAY 50 FOR 4.7 MILES
 JA1926'TO A CROSSROAD AT A STORE AND
 JA1926'SERVICE STATION ON LEFT AND A SIGN ON
 JA1926'THE RIGHT CANNELBURG, HERE TURN SOUTH ON A
 JA1926'GRAVEL ROAD AND GO 3.7
 JA1926'MILES TO THE AZIMUTH MARK ON THE LEFT, THENCE CONTINUE
 JA1926'STRAIGHT AHEAD FOR
 JA1926'0.4 MILE TO THE TOP OF A HILL AND A SIDE ROAD LEFT, GO LEFT AND
 JA1926'FOLLOW TRACK ROAD FOR
 JA1926'0.1 MILE TO THE TOP OF THE HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1911 ***********************************************************************
 JA1911  DESIGNATION -  CAVE
 JA1911  PID         -  JA1911
 JA1911  STATE/COUNTY-  IN/ORANGE
 JA1911  USGS QUAD   -  HILLHAM (1993)
 JA1911
 JA1911                         *CURRENT SURVEY CONTROL
 JA1911  ___________________________________________________________________
 JA1911* NAD 83(1997)-  38 31 41.70309(N)    086 40 45.71489(W)     ADJUSTED  
 JA1911* NAVD 88     -       266.     (meters)     873.     (feet)  SCALED    
 JA1911  ___________________________________________________________________
 JA1911  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 JA1911  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JA1911
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1911
 JA1911.The geoid height was determined by GEOID03.
 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  =   0.99957308
 JA1911
 JA1911|---------------------------------------------------------------------|
 JA1911| PID    Reference Object                     Distance      Geod. Az  |
 JA1911|                                                           dddmmss.s |
 JA1911| CG7392 CAVE RM 1                            24.475 METERS 04940     |
 JA1911| JA1914 CAVE 1946 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1911.See file dsdata.txt to determine how the superseded data were derived.
 JA1911
 JA1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2794864477(NAD 83)
 JA1911_MARKER: DS = TRIANGULATION STATION DISK
 JA1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1911_STAMPING: CAVE 1946
 JA1911_PROJECTION: FLUSH
 JA1911_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1911_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 JA1911'3 MILES SOUTHWEST FROM FRENCH LICK, IT IS ON A
 JA1911'BRUSHY PASTURE HILL ABOUT 0.5 MILE
 JA1911'NORTH OF STATE HIGHWAY 56, ON THE
 JA1911'PROPERTY BELONGING TO MR G S CAVE, 56 FEET SOUTHWEST
 JA1911'OF A 10-INCH
 JA1911'PINE TREE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CAVE
 JA1911'1946.
 JA1911'
 JA1911'REFERENCE MARK NO 1 IS 80.30 FEET EAST-NORTHEAST OF THE STATION.  THE
 JA1911'MARK PROJECTS 6 INCHES
 JA1911'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
 JA1911'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
 JA1911'HIGHWAY 56, AND 3.8 FEET NORTHEAST OF A WHITE POST,
 JA1911'5.8 FEET EAST OF A HIGH WIRE
 JA1911'FENCE WHICH IS SURROUNDING THE PUMPING
 JA1911'PLANT ON THE BIG INCH.  THE MARK IS FLUSH WITH
 JA1911'THE GROUND AND THE
 JA1911'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
 JA1911'STATION, 1.5 MILES TO THE PUMPING PLANT ON THE RIGHT
 JA1911'AND A SIDE ROAD ON THE LEFT, TURN
 JA1911'LEFT AND WEST ON THE SIDE ROAD NEAR
 JA1911'THE SCHOOLHOUSE AND GO 0.9 MILE TO A SMALL ABANDONED
 JA1911'FARM HOUSE ON
 JA1911'THE RIGHT, TURN THROUGH A BOARD GATE AND GO NORTH UP THE HILL 0.2
 JA1911'MILE TO THE
 JA1911'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
 JA1911'IS GONE.
 JA1911'
 JA1911'CAVE RM 1 RECOVERED GOOD.
 JA1911'CAVE RM 2 RECOVERED GOOD.
 JA1911'CAVE 1946 WITNESS POST IS IN VERY POOR CONDITION AND THE AREA IS
 JA1911'OVER GROWN WITH 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 = OCTOBER  6, 2006
 JA1914 ***********************************************************************
 JA1914  DESIGNATION -  CAVE 1946 AZ MK
 JA1914  PID         -  JA1914
 JA1914  STATE/COUNTY-  IN/ORANGE
 JA1914  USGS QUAD   -  HILLHAM (1993)
 JA1914
 JA1914                         *CURRENT SURVEY CONTROL
 JA1914  ___________________________________________________________________
 JA1914* NAD 83(1997)-  38 31 19.38574(N)    086 40 04.02651(W)     ADJUSTED  
 JA1914* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 JA1914  ___________________________________________________________________
 JA1914  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 JA1914  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JA1914
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1914
 JA1914.The geoid height was determined by GEOID03.
 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     -   0.99996831  x   0.99998283  =   0.99995114
 JA1914!UTM  16      -   0.99996831  x   0.99961033  =   0.99957865
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1914.See file dsdata.txt to determine how the superseded data were derived.
 JA1914
 JA1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2896063793(NAD 83)
 JA1914_MARKER: DR = REFERENCE MARK DISK
 JA1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1914_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB0425 ***********************************************************************
 LB0425  DESIGNATION -  CBM 100
 LB0425  PID         -  LB0425
 LB0425  STATE/COUNTY-  IN/HOWARD
 LB0425  USGS QUAD   -  KOKOMO WEST (1992)
 LB0425
 LB0425                         *CURRENT SURVEY CONTROL
 LB0425  ___________________________________________________________________
 LB0425* NAD 83(1986)-  40 29 14.     (N)    086 08 00.     (W)     SCALED    
 LB0425* NAVD 88     -       247.602  (meters)     812.34   (feet)  ADJUSTED  
 LB0425  ___________________________________________________________________
 LB0425  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 LB0425  DYNAMIC HT  -         247.474 (meters)     811.92  (feet)  COMP
 LB0425  MODELED GRAV-     980,101.7   (mgal)                       NAVD 88
 LB0425
 LB0425  VERT ORDER  -  SECOND    CLASS 0
 LB0425
 LB0425.The horizontal coordinates were scaled from a topographic map and have
 LB0425.an estimated accuracy of +/- 6 seconds.
 LB0425
 LB0425.The orthometric height was determined by differential leveling
 LB0425.and adjusted by the National Geodetic Survey in June 1991..
 LB0425
 LB0425.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0425.See file dsdata.txt to determine how the superseded data were derived.
 LB0425
 LB0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK734821(NAD 83)
 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             NGS
 LB0425  HISTORY     - 20050706 GOOD             BUTLER
 LB0425  HISTORY     - 20051222 GOOD             INDIV
 LB0425
 LB0425                          STATION DESCRIPTION
 LB0425
 LB0425'DESCRIBED BY NATIONAL 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 AND 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 = OCTOBER  6, 2006
 LB2232 ***********************************************************************
 LB2232  DESIGNATION -  CEDAR
 LB2232  PID         -  LB2232
 LB2232  STATE/COUNTY-  IN/WARREN
 LB2232  USGS QUAD   -  PINE VILLAGE (1980)
 LB2232
 LB2232                         *CURRENT SURVEY CONTROL
 LB2232  ___________________________________________________________________
 LB2232* NAD 83(1997)-  40 28 34.67783(N)    087 19 50.95175(W)     ADJUSTED  
 LB2232* NAVD 88     -       247.3    (meters)     811.     (feet)  VERTCON   
 LB2232  ___________________________________________________________________
 LB2232  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 LB2232  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 LB2232
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2232
 LB2232.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2232.See file dsdata.txt to determine how the superseded data were derived.
 LB2232
 LB2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7195880677(NAD 83)
 LB2232_MARKER: DS = TRIANGULATION STATION DISK
 LB2232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD1528 ***********************************************************************
 MD1528  DESIGNATION -  CEDAR
 MD1528  PID         -  MD1528
 MD1528  STATE/COUNTY-  IN/DE KALB
 MD1528  USGS QUAD   -  AUBURN (1981)
 MD1528
 MD1528                         *CURRENT SURVEY CONTROL
 MD1528  ___________________________________________________________________
 MD1528* NAD 83(1997)-  41 19 56.33225(N)    085 04 30.19344(W)     ADJUSTED  
 MD1528* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 MD1528  ___________________________________________________________________
 MD1528  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 MD1528  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 MD1528
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1528
 MD1528.The geoid height was determined by GEOID03.
 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     -  AUBURN MUNICIPAL TANK                    012 19 37.2
 MD1528:UTM  16      -  AUBURN MUNICIPAL TANK                    011 26 46.2
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1528.See file dsdata.txt to determine how the superseded data were derived.
 MD1528
 MD1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6107977436(NAD 83)
 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     SEE DESCRIPTION  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 = OCTOBER  6, 2006
 JA1865 ***********************************************************************
 JA1865  DESIGNATION -  CELESTINE
 JA1865  PID         -  JA1865
 JA1865  STATE/COUNTY-  IN/DUBOIS
 JA1865  USGS QUAD   -  DUBOIS (1989)
 JA1865
 JA1865                         *CURRENT SURVEY CONTROL
 JA1865  ___________________________________________________________________
 JA1865* NAD 83(1997)-  38 23 18.13703(N)    086 48 25.00559(W)     ADJUSTED  
 JA1865* NAVD 88     -       217.     (meters)     712.     (feet)  SCALED    
 JA1865  ___________________________________________________________________
 JA1865  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 JA1865  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JA1865
 JA1865  HORZ ORDER  -  THIRD
 JA1865
 JA1865.The horizontal coordinates were established by classical geodetic methods
 JA1865.and adjusted by the National Geodetic Survey in May 1999..
 JA1865
 JA1865.The orthometric height was scaled from a topographic map.
 JA1865
 JA1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1865
 JA1865.The geoid height was determined by GEOID03.
 JA1865
 JA1865;                    North         East     Units Scale Factor Converg.
 JA1865;SPC IN W     -   348,638.041   924,146.413   MT  0.99997384   +0 10 17.9
 JA1865;SPC IN W     - 1,143,823.31  3,031,970.36   sFT  0.99997384   +0 10 17.9
 JA1865;UTM  16      - 4,248,924.700   516,859.855   MT  0.99960350   +0 07 11.6
 JA1865
 JA1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1865!SPC IN W     -   0.99997109  x   0.99997384  =   0.99994493
 JA1865!UTM  16      -   0.99997109  x   0.99960350  =   0.99957460
 JA1865
 JA1865|---------------------------------------------------------------------|
 JA1865| PID    Reference Object                     Distance      Geod. Az  |
 JA1865|                                                           dddmmss.s |
 JA1865| CG8258 CELESTINE RM 2                       29.136 METERS 03119     |
 JA1865| CG8256 CELESTINE AZ MK                                    0661754.0 |
 JA1865| JA1868 CELESTINE 2 RESET                    21.749 METERS 24737     |
 JA1865| CG8257 CELESTINE RM 1                       29.592 METERS 29207     |
 JA1865|---------------------------------------------------------------------|
 JA1865
 JA1865                          SUPERSEDED SURVEY CONTROL
 JA1865
 JA1865  NAD 83(1993)-  38 23 18.14181(N)    086 48 25.00707(W) AD(       ) 3
 JA1865  NAD 83(1986)-  38 23 18.14396(N)    086 48 25.00869(W) AD(       ) 3
 JA1865  NAD 27      -  38 23 17.94800(N)    086 48 25.02200(W) AD(       ) 3
 JA1865
 JA1865.Superseded values are not recommended for survey control.
 JA1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1865.See file dsdata.txt to determine how the superseded data were derived.
 JA1865
 JA1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1686048925(NAD 83)
 JA1865_MARKER: DS = TRIANGULATION STATION DISK
 JA1865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1865
 JA1865  HISTORY     - Date     Condition        Report By
 JA1865  HISTORY     - 1946     MONUMENTED       CGS
 JA1865  HISTORY     - 1960     GOOD             CGS
 JA1865  HISTORY     - 1962     SEE DESCRIPTION  CGS
 JA1865
 JA1865                          STATION DESCRIPTION
 JA1865
 JA1865'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1865'THE STATION IS AT THE TOP OF A GRADE, 1.5 MILES WEST OF CELESTINE,
 JA1865'34.4 FEET SOUTH OF THE
 JA1865'CENTERLINE OF STATE HIGHWAY 164, AND 12.5 FEET WEST OF
 JA1865'AN 18-INCH WHITE OAK WITH A
 JA1865'TRIANGLE BLAZE.  THE MARK PROJECTS 2
 JA1865'INCHES AND THE DISK IS STAMPED CELESTINE 1946.
 JA1865'
 JA1865'REFERENCE MARK NO 1 IS 97.17 FEET WEST-NORTHWEST OF THE STATION, 29
 JA1865'FEET NORTH OF THE
 JA1865'CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS 6 INCHES AND THE
 JA1865'DISK IS STAMPED CELESTINE NO 1 1946.
 JA1865'
 JA1865'REFERENCE MARK NO 2 IS 95.76 FEET NORTHEAST OF THE STATION, 28.3 FEET
 JA1865'NORTH OF THE CENTERLINE
 JA1865'OF THE HIGHWAY.  THE MARK PROJECTS 6 INCHES AND THE
 JA1865'DISK IS STAMPED CELESTINE NO 2 1946.
 JA1865'
 JA1865'THE AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION, 30 FEET NORTH OF
 JA1865'THE CENTERLINE OF
 JA1865'THE HIGHWAY AND 2.5 FEET WEST OF A WHITE WITNESS POST.
 JA1865'THE MARK PROJECTS 4 INCHES AND
 JA1865'THE DISK IS STAMPED CELESTINE 1946.
 JA1865'
 JA1865'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JA1865
 JA1865                          STATION RECOVERY (1960)
 JA1865
 JA1865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ELH)
 JA1865'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 JA1865'CONDITION.  THE
 JA1865'OLD DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 JA1865'EXCEPTIONS.  THE STATION IS ON THE
 JA1865'TOP OF A SMALL GRADE AND ON THE
 JA1865'PROPERTY OF MR HUGO ENGLERT.  IT IS 1.5 MILES WEST OF
 JA1865'THE SMALL
 JA1865'VILLAGE OF CELESTINE, 34 FEET SOUTH OF THE APPROXIMATE CENTER OF
 JA1865'STATE HIGHWAY 164,
 JA1865'AND ON THE NORTHERN EDGE OF A TIMBERED AREA OF
 JA1865'LAND.  THE MARK PROJECTS 2 INCHES,
 JA1865'AND THE DISK IS STAMPED CELESTINE 1946.
 JA1865'
 JA1865'THE HUGO ENGLERT HOME IS 0.25 MILE WEST OF THE STATION.
 JA1865'
 JA1865'REFERENCE MARK NO 1 IS WEST-NORTHWEST OF THE STATION, 29 FEET NORTH
 JA1865'OF THE APPROXIMATE
 JA1865'CENTER OF THE HIGHWAY, AND ON THE SOUTHERN EDGE OF A
 JA1865'CULTIVATED FIELD.  THE MARK
 JA1865'PROJECTS 4 INCHES, AND THE DISK IS
 JA1865'STAMPED CELESTINE NO 1 1946.
 JA1865'
 JA1865'REFERENCE MARK NO 2 IS NORTHEAST OF THE STATION, 28 FEET NORTH OF THE
 JA1865'APPROXIMATE CENTER
 JA1865'OF THE HIGHWAY, AND ON THE SOUTHERN EDGE OF A
 JA1865'CULTIVATED FIELD.  THE MARK PROJECTS
 JA1865'3 INCHES, AND THE DISK IS
 JA1865'STAMPED CELESTINE NO 2 1946.
 JA1865'
 JA1865'THE MEASUREMENTS FROM THE STATION TO THE REFERENCE MARKS WERE NOT
 JA1865'CHECKED.
 JA1865'
 JA1865'THE AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION, 30 FEET NORTH OF
 JA1865'THE APPROXIMATE
 JA1865'CENTER OF STATE HIGHWAY 164, AND ON THE SOUTHERN EDGE OF
 JA1865'A CULTIVATED FIELD.  THE MARK
 JA1865'PROJECTS 6 INCHES, AND THE DISK IS
 JA1865'STAMPED CELESTINE 1946.
 JA1865
 JA1865                          STATION RECOVERY (1962)
 JA1865
 JA1865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VRS)
 JA1865'RECOVERED ALL MARKS IN GOOD CONDITION AS ORIGINALLY DESCRIBED, EXCEPT
 JA1865'THAT DISTANCES TO BOTH
 JA1865'REFERENCE MARKS WERE FOUND TO BE 0.08 FOOT AND 0.17
 JA1865'FOOT LESS TO NOS 1 AND 2 RMS
 JA1865'RESPECTIVELY AND THAT IN CONVERTING FEET
 JA1865'TO METERS 98.7 FEET (97 PLUS 1.7) WAS USED
 JA1865'INSTEAD OF 97.17 FEET IN
 JA1865'THE ORIGINAL DESCRIPTION.
 JA1865'
 JA1865'THE SUBJECT MARK WAS DOOMED BY PLANNED CONSTRUCTION, AND SO IT WAS
 JA1865'DESTROYED AND THE DISKS
 JA1865'RECLAIMED AFTER THE ESTABLISHMENT OF CELESTINE 2 FOR
 JA1865'WHICH SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1868 ***********************************************************************
 JA1868  DESIGNATION -  CELESTINE 2 RESET
 JA1868  PID         -  JA1868
 JA1868  STATE/COUNTY-  IN/DUBOIS
 JA1868  USGS QUAD   -  DUBOIS (1989)
 JA1868
 JA1868                         *CURRENT SURVEY CONTROL
 JA1868  ___________________________________________________________________
 JA1868* NAD 83(1997)-  38 23 17.86849(N)    086 48 25.83427(W)     ADJUSTED  
 JA1868* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 JA1868  ___________________________________________________________________
 JA1868  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 JA1868  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JA1868
 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.No horizontal observational check was made to the station.
 JA1868
 JA1868.The orthometric height was scaled from a topographic map.
 JA1868
 JA1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1868
 JA1868.The geoid height was determined by GEOID03.
 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     -   0.99997124  x   0.99997383  =   0.99994507
 JA1868!UTM  16      -   0.99997124  x   0.99960349  =   0.99957474
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1868.See file dsdata.txt to determine how the superseded data were derived.
 JA1868
 JA1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1684048916(NAD 83)
 JA1868_MARKER: DS = TRIANGULATION STATION DISK
 JA1868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1868_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 JA1868'STATE HIGHWAY 164, 22 FEET SOUTHWEST OF A
 JA1868'TELEPHONE-POLE, 53 FEET NORTHWEST OF
 JA1868'THE NORTHWEST CORNER OF A HOUSE,
 JA1868'27 FEET NORTHEAST OF A 12 INCH HICKORY TREE AND IN A
 JA1868'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
 JA1868'HIGHWAY 164 FOR 1.4 MILES TO THE AZIMUTH MARK ON THE
 JA1868'RIGHT.  CONTINUE WESTERLY ON THE
 JA1868'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
 JA1868'MARK WAS PROJECTING IN THE FROM LAWN OF PROPERTY
 JA1868'OWNED BY MR GEORGE ZEHR AND UPON
 JA1868'THEIR REQUEST THE MARK WAS LOWERED
 JA1868'HOLDING THE ORIGINAL POINT.
 JA1868'
 JA1868'THE STATION MARK IS ABOUT 6 INCHES UNDERGROUND AND BOTH THE SURFACE
 JA1868'AND UNDERGROUND
 JA1868'DISK ARE STAMPED CELESTINE 2 1962 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA2011 ***********************************************************************
 KA2011  DESIGNATION -  CEMETERY RESET
 KA2011  PID         -  KA2011
 KA2011  STATE/COUNTY-  IN/PUTNAM
 KA2011  USGS QUAD   -  CLOVERDALE (1986)
 KA2011
 KA2011                         *CURRENT SURVEY CONTROL
 KA2011  ___________________________________________________________________
 KA2011* NAD 83(1997)-  39 37 29.88624(N)    086 51 22.89946(W)     ADJUSTED  
 KA2011* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 KA2011  ___________________________________________________________________
 KA2011  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 KA2011  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KA2011
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2011
 KA2011.The geoid height was determined by GEOID03.
 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  =   0.99956284
 KA2011
 KA2011|---------------------------------------------------------------------|
 KA2011| PID    Reference Object                     Distance      Geod. Az  |
 KA2011|                                                           dddmmss.s |
 KA2011| KA2009 GREENCASTLE MAGNETIC STA 1939       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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2011.See file dsdata.txt to determine how the superseded data were derived.
 KA2011
 KA2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1232886144(NAD 83)
 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_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       CGS
 KA2011
 KA2011                          STATION DESCRIPTION
 KA2011
 KA2011'DESCRIBED BY COAST AND 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 = OCTOBER  6, 2006
 JA1727 ***********************************************************************
 JA1727  DESIGNATION -  CENBAR
 JA1727  PID         -  JA1727
 JA1727  STATE/COUNTY-  IN/HARRISON
 JA1727  USGS QUAD   -  CRANDALL (1994)
 JA1727
 JA1727                         *CURRENT SURVEY CONTROL
 JA1727  ___________________________________________________________________
 JA1727* NAD 83(1997)-  38 21 49.06890(N)    086 05 44.51781(W)     ADJUSTED  
 JA1727* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 JA1727  ___________________________________________________________________
 JA1727  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 JA1727  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JA1727
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1727
 JA1727.The geoid height was determined by GEOID03.
 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     -   0.99996696  x   0.99998397  =   0.99995093
 JA1727!UTM  16      -   0.99996696  x   0.99967686  =   0.99964383
 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 USGS 1946                    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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1727.See file dsdata.txt to determine how the superseded data were derived.
 JA1727
 JA1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7900246549(NAD 83)
 JA1727_MARKER: DS = TRIANGULATION STATION DISK
 JA1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1726 ***********************************************************************
 JA1726  DESIGNATION -  CENBAR 2
 JA1726  PID         -  JA1726
 JA1726  STATE/COUNTY-  IN/HARRISON
 JA1726  USGS QUAD   -  CRANDALL (1994)
 JA1726
 JA1726                         *CURRENT SURVEY CONTROL
 JA1726  ___________________________________________________________________
 JA1726* NAD 83(1997)-  38 21 48.83279(N)    086 05 43.86112(W)     ADJUSTED  
 JA1726* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 JA1726  ___________________________________________________________________
 JA1726  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 JA1726  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JA1726
 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.No horizontal observational check was made to the station.
 JA1726
 JA1726.The orthometric height was scaled from a topographic map.
 JA1726
 JA1726.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1726
 JA1726.The geoid height was determined by GEOID03.
 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     -   0.99996696  x   0.99998396  =   0.99995092
 JA1726!UTM  16      -   0.99996696  x   0.99967689  =   0.99964386
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1726.See file dsdata.txt to determine how the superseded data were derived.
 JA1726
 JA1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7901846542(NAD 83)
 JA1726_MARKER: DS = TRIANGULATION STATION DISK
 JA1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1726_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2383 ***********************************************************************
 LB2383  DESIGNATION -  CENTENNIAL
 LB2383  PID         -  LB2383
 LB2383  STATE/COUNTY-  IN/MIAMI
 LB2383  USGS QUAD   -  GALVESTON (1994)
 LB2383
 LB2383                         *CURRENT SURVEY CONTROL
 LB2383  ___________________________________________________________________
 LB2383* NAD 83(1997)-  40 35 05.96519(N)    086 07 39.57253(W)     ADJUSTED  
 LB2383* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 LB2383  ___________________________________________________________________
 LB2383  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 LB2383  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 LB2383
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2383
 LB2383.The geoid height was determined by GEOID03.
 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     -   0.99996650  x   0.99998541  =   0.99995191
 LB2383!UTM  16      -   0.99996650  x   0.99966708  =   0.99963359
 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 1948 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2383.See file dsdata.txt to determine how the superseded data were derived.
 LB2383
 LB2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7382493054(NAD 83)
 LB2383_MARKER: DS = TRIANGULATION STATION DISK
 LB2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2382 ***********************************************************************
 LB2382  DESIGNATION -  CENTENNIAL 2
 LB2382  PID         -  LB2382
 LB2382  STATE/COUNTY-  IN/MIAMI
 LB2382  USGS QUAD   -  GALVESTON (1994)
 LB2382
 LB2382                         *CURRENT SURVEY CONTROL
 LB2382  ___________________________________________________________________
 LB2382* NAD 83(1997)-  40 35 05.76600(N)    086 07 41.49308(W)     ADJUSTED  
 LB2382* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 LB2382  ___________________________________________________________________
 LB2382  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 LB2382  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 LB2382
 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.No horizontal observational check was made to the station.
 LB2382
 LB2382.The orthometric height was scaled from a topographic map.
 LB2382
 LB2382.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2382
 LB2382.The geoid height was determined by GEOID03.
 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     -   0.99996650  x   0.99998545  =   0.99995195
 LB2382!UTM  16      -   0.99996650  x   0.99966700  =   0.99963351
 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 1948 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2382.See file dsdata.txt to determine how the superseded data were derived.
 LB2382
 LB2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7377993048(NAD 83)
 LB2382_MARKER: DS = TRIANGULATION STATION DISK
 LB2382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2382_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA2057 ***********************************************************************
 LA2057  DESIGNATION -  CENTER
 LA2057  PID         -  LA2057
 LA2057  STATE/COUNTY-  IN/JAY
 LA2057  USGS QUAD   -  BLAINE (1994)
 LA2057
 LA2057                         *CURRENT SURVEY CONTROL
 LA2057  ___________________________________________________________________
 LA2057* NAD 83(1997)-  40 26 43.73064(N)    085 03 52.73011(W)     ADJUSTED  
 LA2057* NAVD 88     -       272.     (meters)     892.     (feet)  SCALED    
 LA2057  ___________________________________________________________________
 LA2057  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 LA2057  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 LA2057
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2057
 LA2057.The geoid height was determined by GEOID03.
 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     -   0.99996263  x   0.99999876  =   0.99996139
 LA2057!UTM  16      -   0.99996263  x   0.99993160  =   0.99989424
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2057.See file dsdata.txt to determine how the superseded data were derived.
 LA2057
 LA2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK6412879002(NAD 83)
 LA2057_MARKER: DS = TRIANGULATION STATION DISK
 LA2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2057_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 LA2057'NORTH OF THE CENTER OF STATE HIGHWAY 26, 22 FEET SOUTHWEST OF THE
 LA2057'SOUTHEAST CORNER OF A BARN, 19 FEET
 LA2057'SOUTH OF THE SOUTH WALL OF THE BARN, 13 FEET WEST
 LA2057'OF A WIRE FENCE, AND ON LAND 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
 LA2057'PENNVILLE, GO EAST ON STATE HIGHWAY 26 FOR 4.3 MILES TO THE FARM HOME
 LA2057'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
 LA2057'ROAD ON THE LEFT, TURN LEFT (NORTH) AND GO FOR 0.1 MILE TO THE
 LA2057'AZIMUTH MARK ON THE RIGHT AS DESCRIBED BELOW.
 LA2057'
 LA2057'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND THE
 LA2057'DISK IS STAMPED CENTER 1955.
 LA2057'
 LA2057'REFERENCE MARK 1 IS 19 FEET NORTH OF THE CENTER OF THE HIGHWAY, 1
 LA2057'FOOT NORTHWEST OF A WHITE 4
 LA2057'BY 4 INCH WITNESS POST, AND 1 FOOT WEST-NORTHWEST OF A FENCE CORNER.
 LA2057'THE MARK IS FLUSH WITH THE GROUND, AND
 LA2057'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
 LA2057'CORNER OF THE BARN, AND 15 FEET EAST OF THE CENTER OF A DRIVEWAY.
 LA2057'THE MARK IS FLUSH WITH THE
 LA2057'GROUND, AND THE 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
 LA2057'CORNER, AND 2 FEET NORTHWEST OF A WHITE 4 BY 4 INCH WITNESS POST.
 LA2057'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 = OCTOBER  6, 2006
 LB2621 ***********************************************************************
 LB2621  DESIGNATION -  CENTER
 LB2621  PID         -  LB2621
 LB2621  STATE/COUNTY-  IN/CASS
 LB2621  USGS QUAD   -  BURNETTSVILLE (1962)
 LB2621
 LB2621                         *CURRENT SURVEY CONTROL
 LB2621  ___________________________________________________________________
 LB2621* NAD 83(1997)-  40 51 59.15972(N)    086 30 01.37354(W)     ADJUSTED  
 LB2621* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 LB2621  ___________________________________________________________________
 LB2621  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 LB2621  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 LB2621
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2621
 LB2621.The geoid height was determined by GEOID03.
 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     -   0.99997034  x   1.00002744  =   0.99999778
 LB2621!SPC IN W     -   0.99997034  x   0.99999638  =   0.99996672
 LB2621!UTM  16      -   0.99997034  x   0.99962182  =   0.99959217
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2621.See file dsdata.txt to determine how the superseded data were derived.
 LB2621
 LB2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4210324050(NAD 83)
 LB2621_MARKER: DS = TRIANGULATION STATION DISK
 LB2621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD1538 ***********************************************************************
 MD1538  DESIGNATION -  CENTER
 MD1538  PID         -  MD1538
 MD1538  STATE/COUNTY-  IN/DE KALB
 MD1538  USGS QUAD   -  GARRETT (1973)
 MD1538
 MD1538                         *CURRENT SURVEY CONTROL
 MD1538  ___________________________________________________________________
 MD1538* NAD 83(1997)-  41 18 32.29859(N)    085 08 12.54349(W)     ADJUSTED  
 MD1538* NAVD 88     -       263.     (meters)     863.     (feet)  SCALED    
 MD1538  ___________________________________________________________________
 MD1538  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 MD1538  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MD1538
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1538
 MD1538.The geoid height was determined by GEOID03.
 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     -  GARRETT MUNICIPAL PWRHSE STACK           003 52 08.2
 MD1538:UTM  16      -  GARRETT MUNICIPAL PWRHSE STACK           002 59 18.8
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1538.See file dsdata.txt to determine how the superseded data were derived.
 MD1538
 MD1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5596674731(NAD 83)
 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     SEE DESCRIPTION  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
 MD1538'CORNER OF THE METHODIST CHURCH, 57 FEET NORTHEAST OF THE NORTHWEST
 MD1538'CORNER OF THE CHURCH, 47 FEET WEST OF
 MD1538'THE CENTERLINE OF A GRAVEL ROAD AND 17 FEET SOUTH OF A FENCELINE.
 MD1538'THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD1538'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,
 MD1538'26 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD AND 1 FOOT WEST OF A
 MD1538'FENCELINE.  THE MARK IS FLUSH AND
 MD1538'THE DISK IS STAMPED CENTER NO 1 1946.
 MD1538'
 MD1538'REFERENCE MARK NO 2 IS 65.60 FEET SOUTHWEST OF STATION.  IT IS 40
 MD1538'FEET WEST OF THE NORTHWEST
 MD1538'CORNER OF THE CHURCH AND IN THE EAST SIDE OF A NORTH-SOUTH FENCELINE.
 MD1538'THE MARK IS FLUSH AND THE DISK IS
 MD1538'STAMPED 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
 MD1538'U.S. HIGHWAY 27, 2 FEET NORTH OF A TELEPHONE POLE, 1 FOOT WEST OF A
 MD1538'FENCELINE AND 4 FEET NORTH OF THE WHITE
 MD1538'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD1538'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
 MD1538'T-ROAD INTERSECTION IN THE VILLAGE OF BUTLER CENTER TURN RIGHT ON
 MD1538'GRAVEL ROAD AND GO 0.05 MILE TO A
 MD1538'GRAVEL CROSSROAD TURN RIGHT AND GO 0.05 MILE TO STATION ON LEFT AS
 MD1538'DESCRIBED.
 MD1538'
 MD1538'TO REACH AZIMUTH MARK FROM THE STATION GO SOUTH ON GRAVEL ROAD FOR
 MD1538'0.2 MILE TO U.S.  HIGHWAY 27,
 MD1538'CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY 27 FOR 0.3 MILE TO AZIMUTH
 MD1538'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
 MD1538'RAILROAD IN GARRETT, THENCE 0.05 MILE W ON NO. 60 COUNTY ROAD, THENCE
 MD1538'0.05 MILE N ON NO. 11 COUNTY ROAD TO
 MD1538'STATION IN CHURCHYARD ON LEFT, 43.3 FEET N OF NE CORNER AND 56.8
 MD1538'FEET NE OF NW CORNER OF THE MAIN BODY OF
 MD1538'THE BRICK BUILDING OF BUTLER CENTER METHODIST
 MD1538'CHURCH, 50 FEET W OF CENTER LINE OF GRAVEL ROAD, 0.5 FOOT
 MD1538'HIGHER THAN SAME, 3.3 FEET W OF
 MD1538'PROJECTED PLANE OF E WALL OF CHURCH, STANDARD DISKS STAMPED CENTER
 MD1538'1946 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
 MD1538'29.837 METERS SE ON AZIMUTH 307
 MD1538'DEG 51 MIN FROM STATION, 73 FEET E OF E WALL OF THE BRICK CHURCH, 19
 MD1538'FEET S OF PROJECTED PLANE OF N WALL OF MAIN BODY
 MD1538'(NOT THE BAY-WINDOW ROOM) OF CHURCH, 27 FEET E OF C/L
 MD1538'OF ROAD, 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
 MD1538'IN AZIMUTH 61 DEG 40 MIN FROM STATION, 51.4 FEET W OF NW CORNER OF
 MD1538'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
 MD1538'STATION, AT VIRTUAL S END OF LONG HWY. CURVE, ON CREST OF SLIGHT
 MD1538'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
 MD1538'THAN SAME, 1.8 FEET S OF STEEL WITNESS
 MD1538'POST, AND PROJECTS 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3286 ***********************************************************************
 JZ3286  DESIGNATION -  CENTERVILLE MUNICIPAL TANK
 JZ3286  PID         -  JZ3286
 JZ3286  STATE/COUNTY-  IN/WAYNE
 JZ3286  USGS QUAD   -  RICHMOND (1981)
 JZ3286
 JZ3286                         *CURRENT SURVEY CONTROL
 JZ3286  ___________________________________________________________________
 JZ3286* NAD 83(1997)-  39 49 05.16839(N)    084 59 40.51021(W)     ADJUSTED  
 JZ3286* NAVD 88     -                                                        
 JZ3286  ___________________________________________________________________
 JZ3286  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 JZ3286  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JZ3286
 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
 JZ3286.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3286
 JZ3286.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3286
 JZ3286  NAD 83(1995)-  39 49 05.17267(N)    084 59 40.51161(W) AD(       ) 4
 JZ3286  NAD 83(1986)-  39 49 05.17597(N)    084 59 40.52374(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3286.See file dsdata.txt to determine how the superseded data were derived.
 JZ3286
 JZ3286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK7164109493(NAD 83)
 JZ3286_MARKER: 51 = 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 = OCTOBER  6, 2006
 JA1750 ***********************************************************************
 JA1750  DESIGNATION -  CENTRAL
 JA1750  PID         -  JA1750
 JA1750  STATE/COUNTY-  IN/HARRISON
 JA1750  USGS QUAD   -  MAUCKPORT (1994)
 JA1750
 JA1750                         *CURRENT SURVEY CONTROL
 JA1750  ___________________________________________________________________
 JA1750* NAD 83(1997)-  38 05 47.30800(N)    086 09 31.48423(W)     ADJUSTED  
 JA1750* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 JA1750  ___________________________________________________________________
 JA1750  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 JA1750  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JA1750
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1750
 JA1750.The geoid height was determined by GEOID03.
 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     -   0.99997020  x   0.99998960  =   0.99995980
 JA1750!UTM  16      -   0.99997020  x   0.99966701  =   0.99963722
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1750.See file dsdata.txt to determine how the superseded data were derived.
 JA1750
 JA1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7376416853(NAD 83)
 JA1750_MARKER: DS = TRIANGULATION STATION DISK
 JA1750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1750
 JA1750  HISTORY     - Date     Condition        Report By
 JA1750  HISTORY     - 1947     MONUMENTED       CGS
 JA1750  HISTORY     - 1968     GOOD             CGS
 JA1750  HISTORY     - 1975     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1991 ***********************************************************************
 JZ1991  DESIGNATION -  CH 29
 JZ1991  PID         -  JZ1991
 JZ1991  STATE/COUNTY-  IN/FRANKLIN
 JZ1991  USGS QUAD   -  BATESVILLE (1993)
 JZ1991
 JZ1991                         *CURRENT SURVEY CONTROL
 JZ1991  ___________________________________________________________________
 JZ1991* NAD 83(1997)-  39 19 23.78808(N)    085 12 29.66906(W)     ADJUSTED  
 JZ1991* NAVD 88     -       297.543  (meters)     976.19   (feet)  ADJUSTED  
 JZ1991  ___________________________________________________________________
 JZ1991  X           -     412,732.865 (meters)                     COMP
 JZ1991  Y           -  -4,923,597.796 (meters)                     COMP
 JZ1991  Z           -   4,020,311.535 (meters)                     COMP
 JZ1991  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 JZ1991  ELLIP HEIGHT-         263.57  (meters)          (03/12/99) GPS OBS
 JZ1991  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ1991  DYNAMIC HT  -         297.358 (meters)     975.58  (feet)  COMP
 JZ1991  MODELED GRAV-     979,998.8   (mgal)                       NAVD 88
 JZ1991
 JZ1991  HORZ ORDER  -  B
 JZ1991  VERT ORDER  -  SECOND    CLASS 0
 JZ1991  ELLP ORDER  -  SECOND    CLASS I
 JZ1991
 JZ1991.The horizontal coordinates were established by GPS observations
 JZ1991.and adjusted by the National Geodetic Survey in March 1999..
 JZ1991
 JZ1991.The orthometric height was determined by differential leveling
 JZ1991.and adjusted by the National Geodetic Survey in June 1991..
 JZ1991
 JZ1991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ1991
 JZ1991.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ1991
 JZ1991.The ellipsoidal height was determined by GPS observations
 JZ1991.and is referenced to NAD 83.
 JZ1991
 JZ1991.The geoid height was determined by GEOID03.
 JZ1991
 JZ1991.The dynamic height is computed by dividing the NAVD 88
 JZ1991.geopotential number by the normal gravity value computed on the
 JZ1991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1991.degrees latitude (g = 980.6199 gals.).
 JZ1991
 JZ1991.The modeled gravity was interpolated from observed gravity values.
 JZ1991
 JZ1991;                    North         East     Units Scale Factor Converg.
 JZ1991;SPC IN E     -   452,484.776   139,529.159   MT  0.99998590   +0 17 25.8
 JZ1991;SPC IN E     - 1,484,527.14    457,771.92   sFT  0.99998590   +0 17 25.8
 JZ1991;UTM  16      - 4,354,182.318   654,448.048   MT  0.99989371   +1 08 08.4
 JZ1991
 JZ1991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1991!SPC IN E     -   0.99995865  x   0.99998590  =   0.99994455
 JZ1991!UTM  16      -   0.99995865  x   0.99989371  =   0.99985236
 JZ1991
 JZ1991                          SUPERSEDED SURVEY CONTROL
 JZ1991
 JZ1991  NAVD 88 (03/12/99)  297.54   (m)          976.2    (f) LEVELING    3  
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1991.See file dsdata.txt to determine how the superseded data were derived.
 JZ1991
 JZ1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5444854182(NAD 83)
 JZ1991_MARKER: DD = SURVEY DISK
 JZ1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1991_STAMPING: 977 CH 29 1943
 JZ1991_MARK LOGO: USGS  
 JZ1991_PROJECTION: FLUSH
 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 - July 20, 2003
 JZ1991
 JZ1991  HISTORY     - Date     Condition        Report By
 JZ1991  HISTORY     - 1943     MONUMENTED       USGS
 JZ1991  HISTORY     - 1947     GOOD             NGS
 JZ1991  HISTORY     - 1954     MARK NOT FOUND   NGS
 JZ1991  HISTORY     - 19920101 GOOD             LOCENG
 JZ1991  HISTORY     - 19980721 GOOD             WOOLPT
 JZ1991  HISTORY     - 20030720 GOOD             SURVFI
 JZ1991
 JZ1991                          STATION DESCRIPTION
 JZ1991
 JZ1991'DESCRIBED BY NATIONAL 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2016 ***********************************************************************
 JZ2016  DESIGNATION -  CH 34
 JZ2016  PID         -  JZ2016
 JZ2016  STATE/COUNTY-  IN/FRANKLIN
 JZ2016  USGS QUAD   -  SPADES (1993)
 JZ2016
 JZ2016                         *CURRENT SURVEY CONTROL
 JZ2016  ___________________________________________________________________
 JZ2016* NAD 83(1986)-  39 21 08.     (N)    085 06 33.     (W)     SCALED    
 JZ2016* NAVD 88     -       232.955  (meters)     764.29   (feet)  ADJUSTED  
 JZ2016  ___________________________________________________________________
 JZ2016  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ2016  DYNAMIC HT  -         232.809 (meters)     763.81  (feet)  COMP
 JZ2016  MODELED GRAV-     979,995.2   (mgal)                       NAVD 88
 JZ2016
 JZ2016  VERT ORDER  -  SECOND    CLASS 0
 JZ2016
 JZ2016.The horizontal coordinates were scaled from a topographic map and have
 JZ2016.an estimated accuracy of +/- 6 seconds.
 JZ2016
 JZ2016.The orthometric height was determined by differential leveling
 JZ2016.and adjusted by the National Geodetic Survey in June 1991..
 JZ2016
 JZ2016.The geoid height was determined by GEOID03.
 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     -   455,750.      148,050.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2016.See file dsdata.txt to determine how the superseded data were derived.
 JZ2016
 JZ2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ629575(NAD 83)
 JZ2016_MARKER: DD = SURVEY DISK
 JZ2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2016_STAMPING: 765 CH 34 1943
 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             NGS
 JZ2016
 JZ2016                          STATION DESCRIPTION
 JZ2016
 JZ2016'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1894 ***********************************************************************
 JA1894  DESIGNATION -  CH 67 BM USGS 1946
 JA1894  PID         -  JA1894
 JA1894  STATE/COUNTY-  IN/DUBOIS
 JA1894  USGS QUAD   -  JASPER (1990)
 JA1894
 JA1894                         *CURRENT SURVEY CONTROL
 JA1894  ___________________________________________________________________
 JA1894* NAD 83(1997)-  38 26 15.17671(N)    086 53 37.91218(W)     ADJUSTED  
 JA1894* NAVD 88     -       175.89   (+/-2cm)     577.1    (feet)  VERTCON   
 JA1894  ___________________________________________________________________
 JA1894  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 JA1894  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 JA1894
 JA1894  HORZ ORDER  -  SECOND
 JA1894  VERT ORDER  -  THIRD ? (See Below)
 JA1894
 JA1894.The horizontal coordinates were established by classical geodetic methods
 JA1894.and adjusted by the National Geodetic Survey in May 1999..
 JA1894
 JA1894.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1894.The vertical order pertains to the NGVD 29 superseded value.
 JA1894
 JA1894.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1894
 JA1894.The geoid height was determined by GEOID03.
 JA1894
 JA1894;                    North         East     Units Scale Factor Converg.
 JA1894;SPC IN W     -   354,077.631   916,541.607   MT  0.99997004   +0 07 04.0
 JA1894;SPC IN W     - 1,161,669.69  3,007,020.26   sFT  0.99997004   +0 07 04.0
 JA1894;UTM  16      - 4,254,369.147   509,262.777   MT  0.99960106   +0 03 57.5
 JA1894
 JA1894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1894!SPC IN W     -   0.99997750  x   0.99997004  =   0.99994754
 JA1894!UTM  16      -   0.99997750  x   0.99960106  =   0.99957857
 JA1894
 JA1894                          SUPERSEDED SURVEY CONTROL
 JA1894
 JA1894  NAD 83(1993)-  38 26 15.18176(N)    086 53 37.91461(W) AD(       ) 2
 JA1894  NAD 83(1986)-  38 26 15.18374(N)    086 53 37.91506(W) AD(       ) 2
 JA1894  NAD 27      -  38 26 14.99500(N)    086 53 37.92400(W) AD(       ) 2
 JA1894  NGVD 29 (07/19/86)  176.01   (m)          577.5    (f) LEVELING    3  
 JA1894
 JA1894.Superseded values are not recommended for survey control.
 JA1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1894.See file dsdata.txt to determine how the superseded data were derived.
 JA1894
 JA1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0926354369(NAD 83)
 JA1894_MARKER: DD = SURVEY DISK
 JA1894_SETTING: 0 = UNSPECIFIED SETTING
 JA1894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1894
 JA1894  HISTORY     - Date     Condition        Report By
 JA1894  HISTORY     - 1946     MONUMENTED       USGS
 JA1894
 JA1894                          STATION DESCRIPTION
 JA1894
 JA1894'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (WJC)
 JA1894'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION PAT, THE
 JA1894'LENGTH BEING 48.097 METERS
 JA1894'(155.28 FEET) WEST-SOUTHWEST OF STATION, 86.6 FEET
 JA1894'WEST-SOUTHWEST OF THE
 JA1894'INTERSECTION OF THE CENTERLINE OF THE
 JA1894'CROSSROADS, AND 26.6 FEET SOUTH OF THE
 JA1894'CENTERLINE OF A DIRT ROAD.
 JA1894'THE MARK PROJECTS 5 INCHES AND IS A STANDARD U S
 JA1894'GEOLOGICAL SURVEY
 JA1894'DISK WHICH IS STAMPED CH 67 BM 1941.
 JA1894'
 JA1894'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 56 IN
 JA1894'JASPER, GO NORTH ON STATE
 JA1894'HIGHWAY 56 FOR 03.2 MILES TO A CROSS ROADS, TURN
 JA1894'RIGHT HERE AND GO EAST 2.5 MILES TO
 JA1894'THE TOP OF A GRADE AND THE MARK
 JA1894'IS AT THE TOP OF THE BANK IN THE SOUTHWEST ANGLE OF
 JA1894'THE CROSSROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2641 ***********************************************************************
 LB2641  DESIGNATION -  CHALMERS
 LB2641  PID         -  LB2641
 LB2641  STATE/COUNTY-  IN/WHITE
 LB2641  USGS QUAD   -  MONTICELLO SOUTH (1987)
 LB2641
 LB2641                         *CURRENT SURVEY CONTROL
 LB2641  ___________________________________________________________________
 LB2641* NAD 83(1997)-  40 40 26.49482(N)    086 52 14.50448(W)     ADJUSTED  
 LB2641* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 LB2641  ___________________________________________________________________
 LB2641  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 LB2641  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 LB2641
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2641
 LB2641.The geoid height was determined by GEOID03.
 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     -   0.99997158  x   0.99997064  =   0.99994222
 LB2641!UTM  16      -   0.99997158  x   0.99960147  =   0.99957306
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2641.See file dsdata.txt to determine how the superseded data were derived.
 LB2641
 LB2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1092802580(NAD 83)
 LB2641_MARKER: DS = TRIANGULATION STATION DISK
 LB2641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2645 ***********************************************************************
 LB2645  DESIGNATION -  CHALMERS MUNICIPAL TANK
 LB2645  PID         -  LB2645
 LB2645  STATE/COUNTY-  IN/WHITE
 LB2645  USGS QUAD   -  MONTICELLO SOUTH (1987)
 LB2645
 LB2645                         *CURRENT SURVEY CONTROL
 LB2645  ___________________________________________________________________
 LB2645* NAD 83(1997)-  40 39 45.86412(N)    086 52 02.96208(W)     ADJUSTED  
 LB2645* NAVD 88     -                                                        
 LB2645  ___________________________________________________________________
 LB2645  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 LB2645  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 LB2645
 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
 LB2645.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2645
 LB2645.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2645
 LB2645  NAD 83(1986)-  40 39 45.87045(N)    086 52 02.97257(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2645.See file dsdata.txt to determine how the superseded data were derived.
 LB2645
 LB2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1120101328(NAD 83)
 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 = OCTOBER  6, 2006
 JA1996 ***********************************************************************
 JA1996  DESIGNATION -  CHANDLER
 JA1996  PID         -  JA1996
 JA1996  STATE/COUNTY-  IN/WARRICK
 JA1996  USGS QUAD   -  BOONVILLE (1988)
 JA1996
 JA1996                         *CURRENT SURVEY CONTROL
 JA1996  ___________________________________________________________________
 JA1996* NAD 83(1997)-  38 02 39.19540(N)    087 21 09.99316(W)     ADJUSTED  
 JA1996* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 JA1996  ___________________________________________________________________
 JA1996  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 JA1996  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 JA1996
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1996
 JA1996.The geoid height was determined by GEOID03.
 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     -   0.99998248  x   0.99997355  =   0.99995603
 JA1996!UTM  16      -   0.99998248  x   0.99961180  =   0.99959428
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1996.See file dsdata.txt to determine how the superseded data were derived.
 JA1996
 JA1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH6904610780(NAD 83)
 JA1996_MARKER: DS = TRIANGULATION STATION DISK
 JA1996_SETTING: 0 = UNSPECIFIED SETTING
 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
 JA1996'VILLAGE OF CHANDLER, 50 FEET N OF THE APPROXIMATE CENTER
 JA1996'LINE OF STATE HIGHWAY 62, 9
 JA1996'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
 JA1996'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
 JA1996'2 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
 JA1996'LINE OF STATE HIGHWAY 62, AND 1 FOOT S OF AN E-W
 JA1996'FENCE LINE.  IT IS A BRONZE REFERENCE
 JA1996'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
 JA1996'LINE OF STATE HIGHWAY 62, AND 1 FOOT N OF AN E-W
 JA1996'FENCE LINE.  IT IS ON THE S BANK OF
 JA1996'THE CUT IN HIGHWAY AND ABOUT 10
 JA1996'FEET HIGHER IN ELEVATION THAT THE HIGHWAY.  IT IS A
 JA1996'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
 JA1996'FIELD.  IT IS 41 FEET S OF THE APPROXIMATE CENTER
 JA1996'LINE OF STATE HIGHWAY 62, 4 FEET E
 JA1996'OF A CONCRETE RIGHT-OF-WAY POST,
 JA1996'AND 3 FEET SE OF A WITNESS POST.  IT IS A BRONZE
 JA1996'AZIMUTH DISK IN
 JA1996'CONCRETE, 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
 JA1996'BOONVILLE, GO W ON HIGHWAY 62 FOR 4.3 MILES TO THE
 JA1996'STATION ON THE RIGHT ON TOP OF
 JA1996'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
 JA1996'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.
 JA1996'
 JA1996'RM NO. 2 RECOVERED OK.
 JA1996'
 JA1996'RM NO. 1 AND AZ. MARKER DESTROYED.
 JA1996'
 JA1996'DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MI. WEST OF BOONVILLE,
 JA1996'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
 JA1996'WHERE THE MARK WAS SET AND PIECES OF CONCRETE WERE FOUND AT THE
 JA1996'SITE.  REFERENCE MARK 2 WAS FOUND TO BE SHORTER BY 0.02 FOOT.
 JA1996'REFERENCE MARK 3 WAS SET.  THERE WAS NO OBJECT VISIBLE TO SET A
 JA1996'NEW AZIMUTH MARK.  THE DESCRIPTION IS ADEQUATE WITH THE ADDITIONS
 JA1996'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,
 JA1996'1.5 FEET SOUTH OF A FENCELINE AND 1-FOOT EAST OF A METAL WITNESS
 JA1996'POST.  THE MARK PROJECTS 3-INCHES AND THE DISK STAMPED CHANDLER
 JA1996'1945 NO 3 1977.
 JA1996'
 JA1996'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES WEST
 JA1996'OF BOONVILLE.
 JA1996'
 JA1996'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2398 ***********************************************************************
 LB2398  DESIGNATION -  CHAPEL RESET
 LB2398  PID         -  LB2398
 LB2398  STATE/COUNTY-  IN/CASS
 LB2398  USGS QUAD   -  ANOKA (1980)
 LB2398
 LB2398                         *CURRENT SURVEY CONTROL
 LB2398  ___________________________________________________________________
 LB2398* NAD 83(1997)-  40 39 50.41139(N)    086 18 58.16854(W)     ADJUSTED  
 LB2398* NAVD 88     -       222.27   (+/-2cm)     729.2    (feet)  VERTCON   
 LB2398  ___________________________________________________________________
 LB2398  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 LB2398  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 LB2398
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2398
 LB2398.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2398
 LB2398.The geoid height was determined by GEOID03.
 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     -   0.99997050  x   1.00000378  =   0.99997428
 LB2398!SPC IN W     -   0.99997050  x   1.00001845  =   0.99998895
 LB2398!UTM  16      -   0.99997050  x   0.99964113  =   0.99961164
 LB2398
 LB2398:                Primary Azimuth Mark                     Grid Az
 LB2398:SPC IN E     -  WALTON MUNICIPAL TANK                    094 38 55.8
 LB2398:SPC IN W     -  WALTON MUNICIPAL TANK                    093 43 32.5
 LB2398:UTM  16      -  WALTON MUNICIPAL TANK                    093 46 48.0
 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 (07/19/86)  222.38   (m)          729.6    (f) LEVELING    3  
 LB2398
 LB2398.Superseded values are not recommended for survey control.
 LB2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2398.See file dsdata.txt to determine how the superseded data were derived.
 LB2398
 LB2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5780301684(NAD 83)
 LB2398_MARKER: DS = TRIANGULATION STATION DISK
 LB2398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1992 ***********************************************************************
 JA1992  DESIGNATION -  CHAPMAN
 JA1992  PID         -  JA1992
 JA1992  STATE/COUNTY-  IN/WARRICK
 JA1992  USGS QUAD   -  FOLSOMVILLE (1980)
 JA1992
 JA1992                         *CURRENT SURVEY CONTROL
 JA1992  ___________________________________________________________________
 JA1992* NAD 83(1997)-  38 13 07.27306(N)    087 14 43.51456(W)     ADJUSTED  
 JA1992* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 JA1992  ___________________________________________________________________
 JA1992  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 JA1992  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 JA1992
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1992
 JA1992.The geoid height was determined by GEOID03.
 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     -   0.99997391  x   0.99996915  =   0.99994306
 JA1992!UTM  16      -   0.99997391  x   0.99960568  =   0.99957960
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1992.See file dsdata.txt to determine how the superseded data were derived.
 JA1992
 JA1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7851730108(NAD 83)
 JA1992_MARKER: DS = TRIANGULATION STATION DISK
 JA1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1992_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 JA1992'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
 JA1992'MILE TO CROSSROADS, TURN RIGHT ON DIRT ROAD AND
 JA1992'KEEP STRAIGHT AHEAD AT 0.2 MILE (MAIN
 JA1992'ROAD TURNS RIGHT) AND CONTINUE
 JA1992'1.3 MILES TO A T-ROAD RIGHT, TURN RIGHT AND FOLLOW MAIN
 JA1992'ROAD 1.6
 JA1992'MILES TO A T-ROAD, TURN RIGHT AND GO 1.0 MILE, TURN RIGHT THROUGH
 JA1992'FENCE AND CONTINUE
 JA1992'0.2 MILE TO TOP OF RIDGE AND STATION.  THE STATION
 JA1992'IS LOCATED AT THE EAST END OF RIDGE,
 JA1992'ABOUT 0.25 MILE SOUTHEAST OF THE
 JA1992'HOME OF MR CHAPMAN, AND 125 FEET WEST-NORTHWEST OF THE
 JA1992'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
 JA1992'REFERENCE MARK NO 1.
 JA1992'
 JA1992'AZIMUTH MARK IS ABOUT 0.25 MILE NORTHWEST OF STATION IN THE BARNYARD
 JA1992'OF MR CHAPMAN,
 JA1992'ABOUT 60 FEET NORTH-NORTHEAST OF RESIDENCE, 3 FEET
 JA1992'SOUTH OF SOUTHWEST CORNER OF
 JA1992'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
 JA1992'FOUND IN GOOD
 JA1992'CONDITION AND THE DISTANCES TO THE REFERENCE MARKS WERE
 JA1992'CHECKED AND FOUND TO BE CORRECT
 JA1992'(SLOPE MEASUREMENT).  SURFACE,
 JA1992'UNDERGROUND AND REFERENCE MARKS ARE STANDARD
 JA1992'BRONZE DISKS SET IN CONCRETE.  A COMPLETE DESCRIPTION
 JA1992'FOLLOWS.  THE 1934 DIRECTIONS FOR REACHING THE STATION
 JA1992'FROM LYNNVILLE ARE NO LONGER
 JA1992'ADEQUATE DUE TO ROAD 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
 JA1992'MILE SOUTHEAST OF THE FARMHOUSE OF 4 W MURPHY
 JA1992'(FORMERLY OWNED BY E H CHAPMAN),
 JA1992'ON TOP OF A BARE RIDGE.  THE MARK IS
 JA1992'AT THE EAST END OF RIDGE AND 125 FEET WEST
 JA1992'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
 JA1992'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
 JA1992'END OF THE RIDGE.  THE MARK PROJECTS 12 INCHES AND THE
 JA1992'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
 JA1992'FEET NORTHEAST OF THE HOUSE AND 21 FEET EAST OF THE
 JA1992'HOUSE DRIVEWAY.  THE MARK
 JA1992'PROJECTS 12 INCHES AND THE DISK IS 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
 JA1992'FOR 1.1 MILES TO A GRAVEL SIDE ROAD LEFT JUST AFTER
 JA1992'PASSING A TRANSFORMER SUB-STATION,
 JA1992'TURN LEFT AND GO 0.7 MILE THEN
 JA1992'TURN SHARP RIGHT ON MAIN ROAD, CONTINUE FOR 1.3 MILES
 JA1992'AND TURN SHARP
 JA1992'RIGHT ON MAIN ROAD, CONTINUE FOR 0.4 MILE AND TURN SHARP LEFT,
 JA1992'CONTINUE 0.6 MILE
 JA1992'TO A FIELD ROAD ON THE RIGHT LEADING TO STATION AT
 JA1992'TOP OF RIDGE.
 JA1992'
 JA1992'UPON NOTING THE ABOVE DISCREPANCY OF TWENTY DEGREES IN THE DIRECTION
 JA1992'OF REFERENCE MARK NO
 JA1992'2, THIS DIRECTION WAS RECHECKED AND FOUND TO BE AS
 JA1992'GIVEN IN THE 1946 DIRECTION ABOVE.
 JA1992'THE 1934 DISTANCES AND DIRECTIONS
 JA1992'WERE TAKEN FORM THE RECONNAISSANCE DESCRIPTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ2153 ***********************************************************************
 HZ2153  DESIGNATION -  CHARLESTOWN MUNICIPAL TANK
 HZ2153  PID         -  HZ2153
 HZ2153  STATE/COUNTY-  IN/CLARK
 HZ2153  USGS QUAD   -  CHARLESTOWN (1993)
 HZ2153
 HZ2153                         *CURRENT SURVEY CONTROL
 HZ2153  ___________________________________________________________________
 HZ2153* NAD 83(1997)-  38 26 40.33210(N)    085 39 39.46899(W)     ADJUSTED  
 HZ2153* NAVD 88     -                                                        
 HZ2153  ___________________________________________________________________
 HZ2153  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 HZ2153  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HZ2153
 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
 HZ2153.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2153
 HZ2153.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2153
 HZ2153  NAD 83(1993)-  38 26 40.33248(N)    085 39 39.46885(W) AD(       ) 4
 HZ2153  NAD 83(1986)-  38 26 40.33532(N)    085 39 39.47541(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2153.See file dsdata.txt to determine how the superseded data were derived.
 HZ2153
 HZ2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1685355988(NAD 83)
 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 = OCTOBER  6, 2006
 LB2168 ***********************************************************************
 LB2168  DESIGNATION -  CHASE
 LB2168  PID         -  LB2168
 LB2168  STATE/COUNTY-  IN/BENTON
 LB2168  USGS QUAD   -  FOWLER (1980)
 LB2168
 LB2168                         *CURRENT SURVEY CONTROL
 LB2168  ___________________________________________________________________
 LB2168* NAD 83(1997)-  40 31 09.06379(N)    087 18 44.45207(W)     ADJUSTED  
 LB2168* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 LB2168  ___________________________________________________________________
 LB2168  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 LB2168  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 LB2168
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2168
 LB2168.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2168.See file dsdata.txt to determine how the superseded data were derived.
 LB2168
 LB2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7354185431(NAD 83)
 LB2168_MARKER: DS = TRIANGULATION STATION DISK
 LB2168_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 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 = OCTOBER  6, 2006
 LB2229 ***********************************************************************
 LB2229  DESIGNATION -  CHATTER
 LB2229  PID         -  LB2229
 LB2229  STATE/COUNTY-  IN/WARREN
 LB2229  USGS QUAD   -  PINE VILLAGE (1980)
 LB2229
 LB2229                         *CURRENT SURVEY CONTROL
 LB2229  ___________________________________________________________________
 LB2229* NAD 83(1997)-  40 25 03.96467(N)    087 15 32.02239(W)     ADJUSTED  
 LB2229* NAVD 88     -       234.     (meters)     768.     (feet)  SCALED    
 LB2229  ___________________________________________________________________
 LB2229  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 LB2229  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 LB2229
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2229
 LB2229.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2229.See file dsdata.txt to determine how the superseded data were derived.
 LB2229
 LB2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7803674159(NAD 83)
 LB2229_MARKER: DS = TRIANGULATION STATION DISK
 LB2229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ1709 ***********************************************************************
 HZ1709  DESIGNATION -  CHELSEA
 HZ1709  PID         -  HZ1709
 HZ1709  STATE/COUNTY-  IN/JEFFERSON
 HZ1709  USGS QUAD   -  KENT (1994)
 HZ1709
 HZ1709                         *CURRENT SURVEY CONTROL
 HZ1709  ___________________________________________________________________
 HZ1709* NAD 83(1997)-  38 39 25.32994(N)    085 31 31.22157(W)     ADJUSTED  
 HZ1709* NAVD 88     -       241.823  (meters)     793.38   (feet)  ADJUSTED  
 HZ1709  ___________________________________________________________________
 HZ1709  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 HZ1709  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HZ1709  DYNAMIC HT  -         241.662 (meters)     792.85  (feet)  COMP
 HZ1709  MODELED GRAV-     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
 HZ1709.and adjusted by the National Geodetic Survey in June 1991..
 HZ1709
 HZ1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1709
 HZ1709.The geoid height was determined by GEOID03.
 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;                    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  =   0.99977010
 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|---------------------------------------------------------------------|
 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
 HZ1709.Superseded values are not recommended for survey control.
 HZ1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1709.See file dsdata.txt to determine how the superseded data were derived.
 HZ1709
 HZ1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2831179750(NAD 83)
 HZ1709_MARKER: DS = TRIANGULATION STATION DISK
 HZ1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1709_STAMPING: CHELSEA 1947
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 HZ1707 ***********************************************************************
 HZ1707  DESIGNATION -  CHELSEA AZ MK
 HZ1707  PID         -  HZ1707
 HZ1707  STATE/COUNTY-  IN/JEFFERSON
 HZ1707  USGS QUAD   -  KENT (1994)
 HZ1707
 HZ1707                         *CURRENT SURVEY CONTROL
 HZ1707  ___________________________________________________________________
 HZ1707* NAD 83(1986)-  38 39 43.     (N)    085 31 31.     (W)     SCALED    
 HZ1707* NAVD 88     -       241.526  (meters)     792.41   (feet)  ADJUSTED  
 HZ1707  ___________________________________________________________________
 HZ1707  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HZ1707  DYNAMIC HT  -         241.365 (meters)     791.88  (feet)  COMP
 HZ1707  MODELED GRAV-     979,958.1   (mgal)                       NAVD 88
 HZ1707
 HZ1707  VERT ORDER  -  FIRST     CLASS II
 HZ1707
 HZ1707.The horizontal coordinates were scaled from a topographic map and have
 HZ1707.an estimated accuracy of +/- 6 seconds.
 HZ1707
 HZ1707.The orthometric height was determined by differential leveling
 HZ1707.and adjusted by the National Geodetic Survey in June 1991..
 HZ1707
 HZ1707.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1707.See file dsdata.txt to determine how the superseded data were derived.
 HZ1707
 HZ1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH283802(NAD 83)
 HZ1707_MARKER: DZ = AZIMUTH MARK DISK
 HZ1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1707_STAMPING: CHELSEA 1947
 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             NGS
 HZ1707
 HZ1707                          STATION DESCRIPTION
 HZ1707
 HZ1707'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1710 ***********************************************************************
 HZ1710  DESIGNATION -  CHELSEA RM 1
 HZ1710  PID         -  HZ1710
 HZ1710  STATE/COUNTY-  IN/JEFFERSON
 HZ1710  USGS QUAD   -  KENT (1994)
 HZ1710
 HZ1710                         *CURRENT SURVEY CONTROL
 HZ1710  ___________________________________________________________________
 HZ1710* NAD 83(1986)-  38 39 25.     (N)    085 31 31.     (W)     SCALED    
 HZ1710* NAVD 88     -       242.077  (meters)     794.21   (feet)  ADJUSTED  
 HZ1710  ___________________________________________________________________
 HZ1710  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HZ1710  DYNAMIC HT  -         241.917 (meters)     793.69  (feet)  COMP
 HZ1710  MODELED GRAV-     979,957.9   (mgal)                       NAVD 88
 HZ1710
 HZ1710  VERT ORDER  -  FIRST     CLASS II
 HZ1710
 HZ1710.The horizontal coordinates were scaled from a topographic map and have
 HZ1710.an estimated accuracy of +/- 6 seconds.
 HZ1710
 HZ1710.The orthometric height was determined by differential leveling
 HZ1710.and adjusted by the National Geodetic Survey in June 1991..
 HZ1710
 HZ1710.The geoid height was determined by GEOID03.
 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     -   378,420.      112,310.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1710.See file dsdata.txt to determine how the superseded data were derived.
 HZ1710
 HZ1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH283797(NAD 83)
 HZ1710_MARKER: DR = REFERENCE MARK DISK
 HZ1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1710_STAMPING: CHELSEA NO 1 1947
 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             NGS
 HZ1710
 HZ1710                          STATION DESCRIPTION
 HZ1710
 HZ1710'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1708 ***********************************************************************
 HZ1708  DESIGNATION -  CHELSEA RM 2
 HZ1708  PID         -  HZ1708
 HZ1708  STATE/COUNTY-  IN/JEFFERSON
 HZ1708  USGS QUAD   -  KENT (1994)
 HZ1708
 HZ1708                         *CURRENT SURVEY CONTROL
 HZ1708  ___________________________________________________________________
 HZ1708* NAD 83(1986)-  38 39 25.     (N)    085 31 31.     (W)     SCALED    
 HZ1708* NAVD 88     -       241.747  (meters)     793.13   (feet)  ADJUSTED  
 HZ1708  ___________________________________________________________________
 HZ1708  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HZ1708  DYNAMIC HT  -         241.587 (meters)     792.61  (feet)  COMP
 HZ1708  MODELED GRAV-     979,957.9   (mgal)                       NAVD 88
 HZ1708
 HZ1708  VERT ORDER  -  FIRST     CLASS II
 HZ1708
 HZ1708.The horizontal coordinates were scaled from a topographic map and have
 HZ1708.an estimated accuracy of +/- 6 seconds.
 HZ1708
 HZ1708.The orthometric height was determined by differential leveling
 HZ1708.and adjusted by the National Geodetic Survey in June 1991..
 HZ1708
 HZ1708.The geoid height was determined by GEOID03.
 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     -   378,420.      112,310.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1708.See file dsdata.txt to determine how the superseded data were derived.
 HZ1708
 HZ1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH283797(NAD 83)
 HZ1708_MARKER: DR = REFERENCE MARK DISK
 HZ1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1708_STAMPING: CHELSEA NO 2 1947
 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             NGS
 HZ1708
 HZ1708                          STATION DESCRIPTION
 HZ1708
 HZ1708'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA2030 ***********************************************************************
 LA2030  DESIGNATION -  CHESTER
 LA2030  PID         -  LA2030
 LA2030  STATE/COUNTY-  IN/WELLS
 LA2030  USGS QUAD   -  MONTPELIER (1962)
 LA2030
 LA2030                         *CURRENT SURVEY CONTROL
 LA2030  ___________________________________________________________________
 LA2030* NAD 83(1997)-  40 36 36.92298(N)    085 16 41.35437(W)     ADJUSTED  
 LA2030* NAVD 88     -       266.     (meters)     873.     (feet)  SCALED    
 LA2030  ___________________________________________________________________
 LA2030  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 LA2030  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 LA2030
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2030
 LA2030.The geoid height was determined by GEOID03.
 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  =   0.99994360
 LA2030!UTM  16      -   0.99996363  x   0.99986117  =   0.99982480
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2030.See file dsdata.txt to determine how the superseded data were derived.
 LA2030
 LA2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4566396918(NAD 83)
 LA2030_MARKER: DS = TRIANGULATION STATION DISK
 LA2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2030_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LA2030_STAMPING: CHESTER 1955
 LA2030_MARK LOGO: NGS   
 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
 LA2030'MILES NORTH OF MONTPELIER.  IT IS 117 FEET SOUTHWEST OF THE SOUTHWEST
 LA2030'CORNER OF A FRAME CHURCH, 40 FEET
 LA2030'EAST OF THE CENTERLINE OF STATE HIGHWAY 303, 39
 LA2030'FEET SOUTH OF A POWERLINE POLE AND 3 FEET NORTHEAST
 LA2030'OF A 4 INCH X 4 INCH WITNESS POST.  THE
 LA2030'STATION 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
 LA2030'IN MONTPELIER, GO NORTH ON
 LA2030'STATE HIGHWAY 303 FOR 3.8 MILES TO STATION ON RIGHT AS DESCRIBED.  TO
 LA2030'REACH THE AZIMUTH MARK, CONTINUE
 LA2030'NORTH FOR 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
 LA2030'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED CHESTER NO 1
 LA2030'1955.
 LA2030'
 LA2030'REFERENCE MARK 2 IS 36 FEET WEST OF THE HIGHWAY AND 15 FEET NORTH OF
 LA2030'A TRANSFORMER POLE.  THE MARK
 LA2030'IS FLUSH WITH THE GROUND, AND THE DISK IS 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
 LA2030'AND 2 FEET WEST OF A 4 INCH X 4 INCH WITNESS POST.  THE MARK PROJECTS
 LA2030'3 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).  THE
 LA2030'STATION IS LOCATED IN THE FRONT YARD OF THE CHESTER CENTER CHRISTIAN
 LA2030'CHURCH, BUT ON HIGHWAY RIGHT-OF-WAY.  THE STATION IS A STANDARD NGS
 LA2030'DISK STAMPED,---CHESTER 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 35.66 METERS (116.99 FT) SOUTHWEST FROM THE
 LA2030'SOUTHWEST CORNER OF CHURCH, 12.19 METERS (39.99 FT) EAST FROM THE
 LA2030'APPROXIMATE CENTER OF COUNTY ROUTE 300W (OLD 303), 11.89 METERS (39.01
 LA2030'FT) SOUTH FROM A UTILITY POLE AND 0.30 METERS (0.98 FT) WEST FROM A
 LA2030'WITNESS POST.  REFERENCE MARK NO 2 IS A STANDARD NGS DISK
 LA2030'STAMPED,---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.  REFERENCE MARK NO 3 IS A
 LA2030'STANDARD NGS DISK STAMPED,---CHESTER 1955 NO 3 1977---, CEMENTED IN
 LA2030'DRILL HOLE IN A CONCRETE ABUTMENT.  NOTE, THIS MARK NOW DESTROYED.
 LA2030'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED,---CHESTER 1955 NO
 LA2030'4 1983---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES,
 LA2030'25 CM IN DIAMETER, FLUSH, WITH GROUND.  THE STATION IS LOCATED 11.83
 LA2030'METERS (38.81 FT) EAST FROM THE APPROXIMATE CENTER OF COUNTY ROUTE
 LA2030'3003 (OLD 303)  30.05 METERS (98.59 FT) WEST-SOUTHWEST FROM THE
 LA2030'SOUTHWEST CORNER OF CHURCH, 10.97 METERS (35.99 FT) SOUTH FROM THE
 LA2030'APPROXIMATE CENTER OF ENTRANCE DRIVE TO CHURCH AND 0.61 METERS (2.00
 LA2030'FT) SOUTH FROM A UTILITY POLE, AND 0.15 METERS (0.49 FT) HIGHER THAN
 LA2030'THE STATION.  AZIMUTH MARK NO 1 IS A STANDARD NGS DISK
 LA2030'STAMPED,---CHESTER 1955---, SET INTO THE TOP OF A ROUND CONCRETE
 LA2030'MONUMENT, 12 INCHES, 30 CM IN DIAMETER, PROJECTING, 6 INCHES, 18 CM
 LA2030'ABOVE THE GROUND.  THE STATION IS LOCATED 8.84 METERS (29.00 FT) SOUTH
 LA2030'FROM A UTILITY POLE WITH TRANSFORMER, 11.64 METERS (38.19 FT) WEST
 LA2030'FROM THE APPROXIMATE CENTER OF COUNTY ROUTE 300W (OLD 303) 0.43 METERS
 LA2030'(1.41 FT) NORTH FROM A METAL WITNESS POST AND 6.71 METERS (22.01 FT)
 LA2030'SOUTH FROM A FENCE CORNER.  TO REACH THE AZIMUTH MARK FROM THE STATION
 LA2030'GO NORTH ON COUNTY ROUTE 300W (OLD 303) FOR 0.25 MILES (0.40 KM) TO
 LA2030'MARK ON LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2474 ***********************************************************************
 ME2474  DESIGNATION -  CHESTER RESET
 ME2474  PID         -  ME2474
 ME2474  STATE/COUNTY-  IN/PORTER
 ME2474  USGS QUAD   -  CHESTERTON (1991)
 ME2474
 ME2474                         *CURRENT SURVEY CONTROL
 ME2474  ___________________________________________________________________
 ME2474* NAD 83(1997)-  41 34 55.60682(N)    087 02 42.78949(W)     ADJUSTED  
 ME2474* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 ME2474  ___________________________________________________________________
 ME2474  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 ME2474  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 ME2474
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2474
 ME2474.The geoid height was determined by GEOID03.
 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 21 55.3
 ME2474:UTM  16      -  CHESTER AZ MK 2                          003 25 14.4
 ME2474
 ME2474|---------------------------------------------------------------------|
 ME2474| PID    Reference Object                     Distance      Geod. Az  |
 ME2474|                                                           dddmmss.s |
 ME2474| CM3295 CHESTER AZ MK 2                                    0032326.4 |
 ME2474| CM3294 CHESTER AZ MK                                      0042050.3 |
 ME2474| AE8463 CHESTER RM 1                         13.854 METERS 00931     |
 ME2474| ME2475 LIBERTY TWP MICROWAV KSA 45 LT      APPROX. 5.8 KM 1710128.6 |
 ME2474| CM3296 CHESTER RM 2                         13.162 METERS 18513     |
 ME2474| CM3297 CHESTER RM 3                          7.215 METERS 18858     |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2474.See file dsdata.txt to determine how the superseded data were derived.
 ME2474
 ME2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM9623103381(NAD 83)
 ME2474_MARKER: DS = TRIANGULATION STATION DISK
 ME2474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2474+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2005
 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
 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
 ME2474'1/2 MILES NORTH OF THE JUNCTION OF HIGHWAY 49 AND U.S. HIGHWAY 6 AND
 ME2474'2 MILES SOUTH OF CHESTERTON.  IT
 ME2474'IS 34 FEET EAST OF THE CENTER OF HIGHWAY 49, 3 FEET WEST
 ME2474'OF A FENCE AND 3 FEET SOUTHWEST OF A WHITE
 ME2474'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
 ME2474'MARK IS FLUSH AND THE DISK IS STAMPED 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
 ME2474'MARK IS FLUSH AND THE DISK IS STAMPED 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
 ME2474'CENTER OF HIGHWAY 49, 2 FEET SOUTHEAST OF A POWER POLE AND 2 FEET
 ME2474'EAST OF A WHITE WITNESS POST.  THE
 ME2474'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 ME2474'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
 ME2474'1/2 MILES NORTH OF VALPARAISO, GO NORTH ON HIGHWAY 49 FOR 2.3 MILES
 ME2474'TO THE STATION ON THE RIGHT AS
 ME2474'DESCRIBED.  CONTINUE NORTH ON THE HIGHWAY FOR 0.2
 ME2474'MILES TO THE AZIMUTH MARK ON THE LEFT AS
 ME2474'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
 ME2474'MARK WERE FOUND IN
 ME2474'GOOD CONDITION.  THE SURFACE STATION MARK FOUND
 ME2474'DESTROYED BY GRADING.  REFERENCE MARK
 ME2474'2 WAS NOT FOUND AND IS ASSUMED TO
 ME2474'HAVE ALSO BEEN DESTROYED BY THE GRADING.  THE DISTANCE
 ME2474'AND DIRECTION TO
 ME2474'REFERENCE MARK 1 CHECKED AS DID THE DIRECTION TO THE MICRO-WAVE
 ME2474'RELAY STATION.  A
 ME2474'REFERENCE MARK 3 WAS SET.  A NEW DESCRIPTION FOLLOWS SINCE
 ME2474'ROAD CONSTRUCTION WILL CHANGE
 ME2474'THE STATION SITE.
 ME2474'
 ME2474'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF VALPARAISO, 2-1/2
 ME2474'MILES NORTH OF THE
 ME2474'JUNCTION OF U.S. HIGHWAY 6 AND STATE HIGHWAY 49, 0.6
 ME2474'MILE NORTH OF THE JUNCTION OF HIGHWAY
 ME2474'49 AND INTERSTATE HIGHWAY 80, 90,
 ME2474'ON THE WEST SIDE OF HIGHWAY 48, 1 FOOT NORTH OF A METAL
 ME2474'WITNESS POST, 33
 ME2474'FEET EAST OF THE CENTERLINE OF A FRONTAGE ROAD, 70 FEET WEST OF
 ME2474'THE CENTERLINE OF THE
 ME2474'SOUTH BOUND LANE OF HIGHWAY 49 (BEING BUILT AT
 ME2474'THE PRESENT TIME).  THE MONUMENT
 ME2474'PROJECTS 2 INCHES AND THE DISK IS
 ME2474'STAMPED CHESTER 1952 1970.
 ME2474'
 ME2474'REFERENCE MARK 1 IS 33 FEET EAST OF THE CENTERLINE OF THE FRONTAGE
 ME2474'ROAD, 70 FEET WEST
 ME2474'OF THE CENTERLINE OF THE SOUTH BOUND LANE OF THE
 ME2474'HIGHWAY AND 1 FOOT SOUTH OF A METAL
 ME2474'WITNESS POST.  THE MONUMENT IS FLUSH
 ME2474'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
 ME2474'OF THE CENTERLINE OF THE SOUTH BOUND LANE OF THE
 ME2474'HIGHWAY AND 1 FOOT NORTH OF A METAL
 ME2474'WITNESS POST.  THE MONUMENT PROJECTS
 ME2474'3 INCHES AND THE DISK IS STAMPED CHESTER 1952 NO 3
 ME2474'1970.
 ME2474'
 ME2474'THE AZIMUTH MARK IS 0.15 MILE NORTH ALONG THE FRONTAGE ROAD FROM
 ME2474'THE STATION, 16
 ME2474'FEET EAST OF A POWER POLE, 27 FEET WEST OF THE CENTERLINE
 ME2474'OF THE ROAD AND 26 FEET NORTH OF
 ME2474'THE CENTERLINE OF A DRIVEWAY.  THE
 ME2474'MONUMENT PROJECTS 1 FOOT AND THE DISK IS STAMPED
 ME2474'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
 ME2474'IN GOOD CONDITION.
 ME2474'THE AZIMUTH MARK WAS IN THE WAY OF ROAD CONSTRUCTION
 ME2474'AND WAS DESTROYED AFTER A NEW AZIMUTH
 ME2474'MARK WAS SET.  THE V.G. OBJECTS
 ME2474'WERE OBSTRUCTED BY THICK HAZE AND COULD NOT BE TAKEN.
 ME2474'SINCE THE STATION WAS
 ME2474'REPAIRED AND OCCUPIED IN 1970 IT WAS NOT DEEMED NECESSARY TO OBSERVE
 ME2474'OR MEASURE THE
 ME2474'REFERENCE MARKS.  THE 1970 RECOVERY NOTE IS GOOD
 ME2474'WITH THE ADDITION OF THE BELOW
 ME2474'INFORMATION ON THE NEW AZIMUTH MARK.
 ME2474'
 ME2474'THE AZIMUTH MARK IS 17 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY,
 ME2474'24 FEET WEST OF
 ME2474'THE CENTERLINE OF HIGHWAY 49 FRONTAGE ROAD, 11 FEET
 ME2474'NORTHWEST OF THE NORTH END OF A
 ME2474'METAL CULVERT, 1 FOOT NORTHEAST OF A
 ME2474'METAL WITNESS POST, AT HIGHWAY STATION NO 246 PLUS
 ME2474'50 AND 9 FEET SOUTH OF
 ME2474'A POWER POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CHESTER
 ME2474'1952 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 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  USGS QUAD   -  CHESTERTON (1991)
 AE8463
 AE8463                         *CURRENT SURVEY CONTROL
 AE8463  ___________________________________________________________________
 AE8463* NAD 83(1997)-  41 34 56.04968(N)    087 02 42.69055(W)     ADJUSTED  
 AE8463* NAVD 88     -       210.6    (meters)     691.     (feet)  GPS OBS   
 AE8463  ___________________________________________________________________
 AE8463  X           -     246,300.414 (meters)                     COMP
 AE8463  Y           -  -4,771,701.068 (meters)                     COMP
 AE8463  Z           -   4,211,125.922 (meters)                     COMP
 AE8463  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AE8463  ELLIP HEIGHT-         176.93  (meters)          (04/10/98) GPS OBS
 AE8463  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 AE8463
 AE8463  HORZ ORDER  -  B
 AE8463  ELLP ORDER  -  FOURTH    CLASS I
 AE8463
 AE8463.The horizontal coordinates were established by GPS observations
 AE8463.and adjusted by the National Geodetic Survey in April 1998..
 AE8463
 AE8463.The orthometric height was determined by GPS observations and a
 AE8463.high-resolution geoid model.
 AE8463
 AE8463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8463
 AE8463.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8463
 AE8463.The ellipsoidal height was determined by GPS observations
 AE8463.and is referenced to NAD 83.
 AE8463
 AE8463.The geoid height was determined by GEOID03.
 AE8463
 AE8463;                    North         East     Units Scale Factor Converg.
 AE8463;SPC IN W     -   703,219.608   903,180.532   MT  0.99996679   +0 01 31.1
 AE8463;SPC IN W     - 2,307,146.33  2,963,184.80   sFT  0.99996679   +0 01 31.1
 AE8463;UTM  16      - 4,603,395.048   496,232.941   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  =   0.99957243
 AE8463
 AE8463                          SUPERSEDED SURVEY CONTROL
 AE8463
 AE8463.No superseded survey control is available for this station.
 AE8463
 AE8463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM9623303395(NAD 83)
 AE8463_MARKER: DR = REFERENCE MARK DISK
 AE8463_SETTING: 0 = UNSPECIFIED SETTING
 AE8463_STAMPING: CHESTER NO. 1 1952
 AE8463_MARK LOGO: CGS   
 AE8463_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA2129 ***********************************************************************
 LA2129  DESIGNATION -  CHESTERFIELD MUNICIPAL TANK
 LA2129  PID         -  LA2129
 LA2129  STATE/COUNTY-  IN/MADISON
 LA2129  USGS QUAD   -  MIDDLETOWN (1994)
 LA2129
 LA2129                         *CURRENT SURVEY CONTROL
 LA2129  ___________________________________________________________________
 LA2129* NAD 83(1997)-  40 06 33.72610(N)    085 35 54.07920(W)     ADJUSTED  
 LA2129* NAVD 88     -                                                        
 LA2129  ___________________________________________________________________
 LA2129  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 LA2129  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 LA2129
 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
 LA2129.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2129
 LA2129.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2129
 LA2129  NAD 83(1995)-  40 06 33.72635(N)    085 35 54.09102(W) AD(       ) 4
 LA2129  NAD 83(1986)-  40 06 33.72788(N)    085 35 54.09290(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2129.See file dsdata.txt to determine how the superseded data were derived.
 LA2129
 LA2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1945540838(NAD 83)
 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 = OCTOBER  6, 2006
 HZ1688 ***********************************************************************
 HZ1688  DESIGNATION -  CHESTNUT RIDGE
 HZ1688  PID         -  HZ1688
 HZ1688  STATE/COUNTY-  IN/JACKSON
 HZ1688  USGS QUAD   -  CHESTNUT RIDGE (1983)
 HZ1688
 HZ1688                         *CURRENT SURVEY CONTROL
 HZ1688  ___________________________________________________________________
 HZ1688* NAD 83(1986)-  38 52 43.     (N)    085 51 36.     (W)     SCALED    
 HZ1688* NAVD 88     -       164.658  (meters)     540.22   (feet)  ADJUSTED  
 HZ1688  ___________________________________________________________________
 HZ1688  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HZ1688  DYNAMIC HT  -         164.553 (meters)     539.87  (feet)  COMP
 HZ1688  MODELED GRAV-     979,987.3   (mgal)                       NAVD 88
 HZ1688
 HZ1688  VERT ORDER  -  SECOND    CLASS 0
 HZ1688
 HZ1688.The horizontal coordinates were scaled from a topographic map and have
 HZ1688.an estimated accuracy of +/- 6 seconds.
 HZ1688
 HZ1688.The orthometric height was determined by differential leveling
 HZ1688.and adjusted by the National Geodetic Survey in June 1991..
 HZ1688
 HZ1688.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1688.See file dsdata.txt to determine how the superseded data were derived.
 HZ1688
 HZ1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ988039(NAD 83)
 HZ1688_MARKER: DB = BENCH MARK DISK
 HZ1688_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1688_SP_SET: ABUTMENT
 HZ1688_STAMPING: CHESTNUT RIDGE 1934
 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 = OCTOBER  6, 2006
 MD1697 ***********************************************************************
 MD1697  DESIGNATION -  CHICAGO NEW YORK AIRWAY BCN 11
 MD1697  PID         -  MD1697
 MD1697  STATE/COUNTY-  IN/LAGRANGE
 MD1697  USGS QUAD   -  TOPEKA (1981)
 MD1697
 MD1697                         *CURRENT SURVEY CONTROL
 MD1697  ___________________________________________________________________
 MD1697* NAD 83(1997)-  41 32 58.64900(N)    085 35 52.22546(W)     ADJUSTED  
 MD1697* NAVD 88     -                                                        
 MD1697  ___________________________________________________________________
 MD1697  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 MD1697  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 MD1697
 MD1697  HORZ ORDER  -  THIRD
 MD1697
 MD1697.The horizontal coordinates were established by classical geodetic methods
 MD1697.and adjusted by the National Geodetic Survey in May 1999..
 MD1697
 MD1697
 MD1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1697
 MD1697.The geoid height was determined by GEOID03.
 MD1697
 MD1697;                    North         East     Units Scale Factor Converg.
 MD1697;SPC IN E     -   699,599.345   105,742.149   MT  0.99996707   +0 02 44.3
 MD1697;SPC IN E     - 2,295,268.85    346,922.37   sFT  0.99996707   +0 02 44.3
 MD1697;UTM  16      - 4,600,722.711   616,940.168   MT  0.99976829   +0 55 48.4
 MD1697
 MD1697                          SUPERSEDED SURVEY CONTROL
 MD1697
 MD1697  NAD 83(1995)-  41 32 58.65037(N)    085 35 52.23217(W) AD(       ) 4
 MD1697  NAD 83(1994)-  41 32 58.65016(N)    085 35 52.23458(W) AD(       ) 4
 MD1697  NAD 83(1986)-  41 32 58.65077(N)    085 35 52.23565(W) AD(       ) 4
 MD1697  NAD 27      -  41 32 58.47100(N)    085 35 52.29100(W) AD(       ) 3
 MD1697
 MD1697.Superseded values are not recommended for survey control.
 MD1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1697.See file dsdata.txt to determine how the superseded data were derived.
 MD1697
 MD1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1694000723(NAD 83)
 MD1697
 MD1697  HISTORY     - Date     Condition        Report By
 MD1697  HISTORY     - 1947     MONUMENTED       CGS
 MD1697  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MD1697
 MD1697                          STATION DESCRIPTION
 MD1697
 MD1697'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1697'THIS IS A TRAVERSE STATION.
 MD1697'
 MD1697'STATION IS LOCATED ABOUT 6 MILES NORTH OF LIGONIER AND 3 MILES WEST
 MD1697'OF TOPEKA.  IT IS 51 FEET
 MD1697'WEST OF THE CENTER OF THE ROAD AND 10 FEET NORTH OF A FENCE.  A
 MD1697'TRAVERSE CONNECTION WAS MADE FROM
 MD1697'TRIANGULATION STATION TOPEKA AND THE DISTANCE WAS FOUND TO BE
 MD1697'22.1 FEET.  IT IS A STANDARD CIVIL
 MD1697'AERONAUTIC BEACON PAINTED RED AND ABOUT 60 FEET HIGH.
 MD1697'THE POINT OBSERVED ON WAS THE CENTER OF THE BEACON
 MD1697'LIGHT.
 MD1697'
 MD1697'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 33 AND STATE
 MD1697'HIGHWAY 5 IN LIGONIER GO
 MD1697'NORTH ON HIGHWAY 5 FOR 6.45 MILES TO A CROSSROAD, TURN LEFT AND GO
 MD1697'WEST FOR ONE MILE TO CROSSROAD, TURN
 MD1697'LEFT AND GO SOUTH FOR 0.25 MILE TO BEACON ON THE RIGHT.
 MD1697
 MD1697                          STATION RECOVERY (1960)
 MD1697
 MD1697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1697'NO TRACE OF THE LOCATION OF THE POSITION THAT WAS DETERMINED COULD BE
 MD1697'DISCERNED BY THE PRESENT
 MD1697'WRITER.  THE POWERLINE THAT SUPPLIED THE BEACON ELECTRICITY STILL
 MD1697'STANDS DEAD-END AS MUTE TESTIMONY
 MD1697'TO THE APPROXIMATE PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2452 ***********************************************************************
 ME2452  DESIGNATION -  CHICAGO NEW YORK AWY BEACON 4B
 ME2452  PID         -  ME2452
 ME2452  STATE/COUNTY-  IN/LA PORTE
 ME2452  USGS QUAD   -  WESTVILLE (1977)
 ME2452
 ME2452                         *CURRENT SURVEY CONTROL
 ME2452  ___________________________________________________________________
 ME2452* NAD 83(1997)-  41 33 46.93090(N)    086 53 52.01931(W)     ADJUSTED  
 ME2452* NAVD 88     -                                                        
 ME2452  ___________________________________________________________________
 ME2452  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 ME2452  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 ME2452
 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
 ME2452.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2452
 ME2452.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2452
 ME2452  NAD 83(1994)-  41 33 46.93490(N)    086 53 52.02333(W) AD(       ) 4
 ME2452  NAD 83(1986)-  41 33 46.93455(N)    086 53 52.02342(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2452.See file dsdata.txt to determine how the superseded data were derived.
 ME2452
 ME2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0852301268(NAD 83)
 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 = OCTOBER  6, 2006
 MD1847 ***********************************************************************
 MD1847  DESIGNATION -  CHICAGO NEW YORK AWY BCN 14
 MD1847  PID         -  MD1847
 MD1847  STATE/COUNTY-  IN/STEUBEN
 MD1847  USGS QUAD   -  HAMILTON (1992)
 MD1847
 MD1847                         *CURRENT SURVEY CONTROL
 MD1847  ___________________________________________________________________
 MD1847* NAD 83(1997)-  41 33 33.17360(N)    084 59 53.59801(W)     ADJUSTED  
 MD1847* NAVD 88     -                                                        
 MD1847  ___________________________________________________________________
 MD1847  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 MD1847  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 MD1847
 MD1847  HORZ ORDER  -  THIRD
 MD1847
 MD1847.The horizontal coordinates were established by classical geodetic methods
 MD1847.and adjusted by the National Geodetic Survey in May 1999..
 MD1847
 MD1847
 MD1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1847
 MD1847.The geoid height was determined by GEOID03.
 MD1847
 MD1847;                    North         East     Units Scale Factor Converg.
 MD1847;SPC IN E     -   700,877.933   155,760.021   MT  1.00000491   +0 26 36.4
 MD1847;SPC IN E     - 2,299,463.69    511,022.67   sFT  1.00000491   +0 26 36.4
 MD1847;UTM  16      - 4,602,773.117   666,925.820   MT  0.99994291   +1 19 41.8
 MD1847
 MD1847                          SUPERSEDED SURVEY CONTROL
 MD1847
 MD1847  NAD 83(1995)-  41 33 33.17296(N)    084 59 53.60076(W) AD(       ) 4
 MD1847  NAD 83(1994)-  41 33 33.17134(N)    084 59 53.61246(W) AD(       ) 4
 MD1847  NAD 83(1986)-  41 33 33.17509(N)    084 59 53.61015(W) AD(       ) 4
 MD1847  NAD 27      -  41 33 32.98900(N)    084 59 53.74400(W) AD(       ) 3
 MD1847
 MD1847.Superseded values are not recommended for survey control.
 MD1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1847.See file dsdata.txt to determine how the superseded data were derived.
 MD1847
 MD1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6692602773(NAD 83)
 MD1847
 MD1847  HISTORY     - Date     Condition        Report By
 MD1847  HISTORY     - 1946     MONUMENTED       CGS
 MD1847  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MD1847
 MD1847                          STATION DESCRIPTION
 MD1847
 MD1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1847'STATION IS LOCATED ABOUT A 1-1/2 MILES SOUTHEAST OF PLEASANT LAKE ON
 MD1847'THE EAST SIDE OF A GRAVEL
 MD1847'ROAD.  IT IS A STANDARD CIVIL AERONAUTIC AIRWAY BEACON ABOUT 75 FEET
 MD1847'HIGH AND PAINTED RED AND ORANGE.  THE
 MD1847'POINT INTERSECTED WAS THE CENTER OF THE LIGHT.
 MD1847'
 MD1847'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE HIGHWAY 727
 MD1847'IN PLEASANT LAKE, GO EAST ON STATE
 MD1847'HIGHWAY 727 FOR 0.45 MILE TO A FORK, TAKE RIGHT FORK AND GO 0.8 MILE
 MD1847'TO THE BEACON ON THE LEFT.
 MD1847
 MD1847                          STATION RECOVERY (1960)
 MD1847
 MD1847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1847'ALL EVIDENCE OF THE BEACON HAS BEEN REMOVED EXCEPT THE POWER LINE
 MD1847'THAT SUPPLIED IT ELECTRICITY,
 MD1847'AND NO USE OF THE POWER LINE IS BEING MADE AT PRESENT.
 MD1847'
 MD1847'*THE 1946 DESCRIPTION WAS USED BY THE PRESENT RECOVERER, SINCE NO
 MD1847'OTEHR WAS AVAILABLE, BUT IN THE KEY
 MD1847'TO NUMBERED STATIONS, INDIANA TRIANGULATION DIAGRAM TWO TITLES ARE
 MD1847'ENTERED UNDER NO. 37 WHICH IS THE
 MD1847'NUMBER IN THE APPROXIMATE POSITION ON THE DIAGRAM.  THE
 MD1847'TITLES ARE AIRWAY BEACON NO. 14 AND THAT GIVEN
 MD1847'ABOVE.
 MD1847'
 MD1847'NOTE- ALTHOUGH THERE WAS NO EVIDENCE OF THE BEACON AT THE DESCRIBED
 MD1847'LOCATION SAVE THE DEAD-END
 MD1847'POWERLINE, ENQUIRY WAS MADE OF A PASSING RESIDENT WHO STATED
 MD1847'DEFINITELY THAT THERE WAS LONG TIME
 MD1847'AGO A BEACON AT THE END OF THE POWERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ2313 ***********************************************************************
 HZ2313  DESIGNATION -  CHICK
 HZ2313  PID         -  HZ2313
 HZ2313  STATE/COUNTY-  IN/JEFFERSON
 HZ2313  USGS QUAD   -  KENT (1994)
 HZ2313
 HZ2313                         *CURRENT SURVEY CONTROL
 HZ2313  ___________________________________________________________________
 HZ2313* NAD 83(1997)-  38 42 45.77205(N)    085 30 58.52105(W)     ADJUSTED  
 HZ2313* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 HZ2313  ___________________________________________________________________
 HZ2313  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 HZ2313  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HZ2313
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2313
 HZ2313.The geoid height was determined by GEOID03.
 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     -   0.99996830  x   0.99996877  =   0.99993707
 HZ2313!SPC KY1Z     -   0.99996830  x   1.00001143  =   0.99997973
 HZ2313!SPC KY N     -   0.99996830  x   0.99997123  =   0.99993953
 HZ2313!UTM  16      -   0.99996830  x   0.99980493  =   0.99977324
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2313.See file dsdata.txt to determine how the superseded data were derived.
 HZ2313
 HZ2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2900185942(NAD 83)
 HZ2313_MARKER: DS = TRIANGULATION STATION DISK
 HZ2313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ1700 ***********************************************************************
 HZ1700  DESIGNATION -  CHICK AZ MK
 HZ1700  PID         -  HZ1700
 HZ1700  STATE/COUNTY-  IN/JEFFERSON
 HZ1700  USGS QUAD   -  KENT (1994)
 HZ1700
 HZ1700                         *CURRENT SURVEY CONTROL
 HZ1700  ___________________________________________________________________
 HZ1700* NAD 83(1986)-  38 42 46.     (N)    085 30 43.     (W)     SCALED    
 HZ1700* NAVD 88     -       238.161  (meters)     781.37   (feet)  ADJUSTED  
 HZ1700  ___________________________________________________________________
 HZ1700  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HZ1700  DYNAMIC HT  -         238.003 (meters)     780.85  (feet)  COMP
 HZ1700  MODELED GRAV-     979,960.4   (mgal)                       NAVD 88
 HZ1700
 HZ1700  VERT ORDER  -  FIRST     CLASS II
 HZ1700
 HZ1700.The horizontal coordinates were scaled from a topographic map and have
 HZ1700.an estimated accuracy of +/- 6 seconds.
 HZ1700
 HZ1700.The orthometric height was determined by differential leveling
 HZ1700.and adjusted by the National Geodetic Survey in June 1991..
 HZ1700
 HZ1700.The geoid height was determined by GEOID03.
 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     -   384,620.      113,460.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1700.See file dsdata.txt to determine how the superseded data were derived.
 HZ1700
 HZ1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH293859(NAD 83)
 HZ1700_MARKER: DZ = AZIMUTH MARK DISK
 HZ1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1700_STAMPING: CHICK 1947
 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             NGS
 HZ1700
 HZ1700                          STATION DESCRIPTION
 HZ1700
 HZ1700'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1701 ***********************************************************************
 HZ1701  DESIGNATION -  CHICK RM 1
 HZ1701  PID         -  HZ1701
 HZ1701  STATE/COUNTY-  IN/JEFFERSON
 HZ1701  USGS QUAD   -  KENT (1994)
 HZ1701
 HZ1701                         *CURRENT SURVEY CONTROL
 HZ1701  ___________________________________________________________________
 HZ1701* NAD 83(1986)-  38 42 45.     (N)    085 30 58.     (W)     SCALED    
 HZ1701* NAVD 88     -       235.371  (meters)     772.21   (feet)  ADJUSTED  
 HZ1701  ___________________________________________________________________
 HZ1701  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HZ1701  DYNAMIC HT  -         235.215 (meters)     771.70  (feet)  COMP
 HZ1701  MODELED GRAV-     979,960.5   (mgal)                       NAVD 88
 HZ1701
 HZ1701  VERT ORDER  -  FIRST     CLASS II
 HZ1701
 HZ1701.The horizontal coordinates were scaled from a topographic map and have
 HZ1701.an estimated accuracy of +/- 6 seconds.
 HZ1701
 HZ1701.The orthometric height was determined by differential leveling
 HZ1701.and adjusted by the National Geodetic Survey in June 1991..
 HZ1701
 HZ1701.The geoid height was determined by GEOID03.
 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     -   384,590.      113,090.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1701.See file dsdata.txt to determine how the superseded data were derived.
 HZ1701
 HZ1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH290859(NAD 83)
 HZ1701_MARKER: DR = REFERENCE MARK DISK
 HZ1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1701_STAMPING: CHICK NO 1 1947
 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             NGS
 HZ1701  HISTORY     - 1977     GOOD             LOCSUR
 HZ1701
 HZ1701                          STATION DESCRIPTION
 HZ1701
 HZ1701'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1702 ***********************************************************************
 HZ1702  DESIGNATION -  CHICK RM 2
 HZ1702  PID         -  HZ1702
 HZ1702  STATE/COUNTY-  IN/JEFFERSON
 HZ1702  USGS QUAD   -  KENT (1994)
 HZ1702
 HZ1702                         *CURRENT SURVEY CONTROL
 HZ1702  ___________________________________________________________________
 HZ1702* NAD 83(1986)-  38 42 45.     (N)    085 30 58.     (W)     SCALED    
 HZ1702* NAVD 88     -       235.617  (meters)     773.02   (feet)  ADJUSTED  
 HZ1702  ___________________________________________________________________
 HZ1702  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HZ1702  DYNAMIC HT  -         235.461 (meters)     772.51  (feet)  COMP
 HZ1702  MODELED GRAV-     979,960.5   (mgal)                       NAVD 88
 HZ1702
 HZ1702  VERT ORDER  -  FIRST     CLASS II
 HZ1702
 HZ1702.The horizontal coordinates were scaled from a topographic map and have
 HZ1702.an estimated accuracy of +/- 6 seconds.
 HZ1702
 HZ1702.The orthometric height was determined by differential leveling
 HZ1702.and adjusted by the National Geodetic Survey in June 1991..
 HZ1702
 HZ1702.The geoid height was determined by GEOID03.
 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     -   384,590.      113,090.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1702.See file dsdata.txt to determine how the superseded data were derived.
 HZ1702
 HZ1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH290859(NAD 83)
 HZ1702_MARKER: DR = REFERENCE MARK DISK
 HZ1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1702_STAMPING: CHICK NO 2 1947
 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             NGS
 HZ1702
 HZ1702                          STATION DESCRIPTION
 HZ1702
 HZ1702'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB2353 ***********************************************************************
 LB2353  DESIGNATION -  CHILI
 LB2353  PID         -  LB2353
 LB2353  STATE/COUNTY-  IN/MIAMI
 LB2353  USGS QUAD   -  PERU (1992)
 LB2353
 LB2353                         *CURRENT SURVEY CONTROL
 LB2353  ___________________________________________________________________
 LB2353* NAD 83(1997)-  40 49 49.36992(N)    086 02 09.09516(W)     ADJUSTED  
 LB2353* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 LB2353  ___________________________________________________________________
 LB2353  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 LB2353  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 LB2353
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2353
 LB2353.The geoid height was determined by GEOID03.
 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     -   0.99996835  x   0.99997860  =   0.99994695
 LB2353!UTM  16      -   0.99996835  x   0.99968134  =   0.99964970
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2353.See file dsdata.txt to determine how the superseded data were derived.
 LB2353
 LB2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8129420375(NAD 83)
 LB2353_MARKER: DS = TRIANGULATION STATION DISK
 LB2353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB0111 ***********************************************************************
 LB0111  DESIGNATION -  CHISELED CROSS
 LB0111  PID         -  LB0111
 LB0111  STATE/COUNTY-  IN/CASS
 LB0111  USGS QUAD   -  CLYMERS (1987)
 LB0111
 LB0111                         *CURRENT SURVEY CONTROL
 LB0111  ___________________________________________________________________
 LB0111* NAD 83(1986)-  40 44 53.     (N)    086 22 38.     (W)     SCALED    
 LB0111* NAVD 88     -       182.45   (+/-2cm)     598.6    (feet)  VERTCON   
 LB0111  ___________________________________________________________________
 LB0111  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 LB0111
 LB0111  VERT ORDER  -  THIRD (See Below)
 LB0111
 LB0111.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 LB0111
 LB0111.The geoid height was determined by GEOID03.
 LB0111
 LB0111;                    North         East    Units  Estimated Accuracy
 LB0111;SPC IN E     -   610,820.       39,990.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0111.See file dsdata.txt to determine how the superseded data were derived.
 LB0111
 LB0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL525109(NAD 83)
 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             NGS
 LB0111  HISTORY     - 1969     GOOD             BRADY
 LB0111
 LB0111                          STATION DESCRIPTION
 LB0111
 LB0111'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1056 ***********************************************************************
 ME1056  DESIGNATION -  CHISELED SQUARE
 ME1056  PID         -  ME1056
 ME1056  STATE/COUNTY-  IN/LAKE
 ME1056  USGS QUAD   -  GARY (1991)
 ME1056
 ME1056                         *CURRENT SURVEY CONTROL
 ME1056  ___________________________________________________________________
 ME1056* NAD 83(1986)-  41 36 23.     (N)    087 20 12.     (W)     SCALED    
 ME1056* NAVD 88     -       186.035  (meters)     610.35   (feet)  ADJUSTED  
 ME1056  ___________________________________________________________________
 ME1056  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME1056  DYNAMIC HT  -         185.967 (meters)     610.13  (feet)  COMP
 ME1056  MODELED GRAV-     980,251.8   (mgal)                       NAVD 88
 ME1056
 ME1056  VERT ORDER  -  FIRST     CLASS II
 ME1056
 ME1056.The horizontal coordinates were scaled from a topographic map and have
 ME1056.an estimated accuracy of +/- 6 seconds.
 ME1056
 ME1056.The orthometric height was determined by differential leveling
 ME1056.and adjusted by the National Geodetic Survey in June 1991..
 ME1056
 ME1056.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1056.See file dsdata.txt to determine how the superseded data were derived.
 ME1056
 ME1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM719061(NAD 83)
 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       RBNF
 ME1056  HISTORY     - 1934     GOOD             NGS
 ME1056
 ME1056                          STATION DESCRIPTION
 ME1056
 ME1056'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1859 ***********************************************************************
 JZ1859  DESIGNATION -  CHISELED SQUARE 60.78
 JZ1859  PID         -  JZ1859
 JZ1859  STATE/COUNTY-  IN/RIPLEY
 JZ1859  USGS QUAD   -  HOLTON (1993)
 JZ1859
 JZ1859                         *CURRENT SURVEY CONTROL
 JZ1859  ___________________________________________________________________
 JZ1859* NAD 83(1986)-  39 04 01.     (N)    085 26 17.     (W)     SCALED    
 JZ1859* NAVD 88     -       257.660  (meters)     845.34   (feet)  POSTED    
 JZ1859  ___________________________________________________________________
 JZ1859  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ1859  DYNAMIC HT  -         257.490 (meters)     844.78  (feet)  COMP
 JZ1859  MODELED GRAV-     979,973.8   (mgal)                       NAVD 88
 JZ1859
 JZ1859  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JZ1859
 JZ1859.The horizontal coordinates were scaled from a topographic 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.No vertical observational check was made to the station.
 JZ1859.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JZ1859.was located on a no-check spur therefore a value was not computed.
 JZ1859
 JZ1859.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1859.See file dsdata.txt to determine how the superseded data were derived.
 JZ1859
 JZ1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ351253(NAD 83)
 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     - UNK      MONUMENTED       CGS
 JZ1859  HISTORY     - 1938     GOOD             NGS
 JZ1859
 JZ1859                          STATION DESCRIPTION
 JZ1859
 JZ1859'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1106 ***********************************************************************
 JA1106  DESIGNATION -  CHRISNEY RESET
 JA1106  PID         -  JA1106
 JA1106  STATE/COUNTY-  IN/SPENCER
 JA1106  USGS QUAD   -  CHRISNEY (1988)
 JA1106
 JA1106                         *CURRENT SURVEY CONTROL
 JA1106  ___________________________________________________________________
 JA1106* NAD 83(1997)-  38 00 15.78277(N)    087 02 11.20745(W)     ADJUSTED  
 JA1106* NAVD 88     -       149.731  (meters)     491.24   (feet)  ADJUSTED  
 JA1106  ___________________________________________________________________
 JA1106  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 JA1106  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JA1106  DYNAMIC HT  -         149.631 (meters)     490.91  (feet)  COMP
 JA1106  MODELED GRAV-     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
 JA1106.and adjusted by the National Geodetic Survey in June 1991..
 JA1106
 JA1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1106
 JA1106.The geoid height was determined by GEOID03.
 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;                    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     -   0.99998142  x   0.99996688  =   0.99994830
 JA1106!UTM  16      -   0.99998142  x   0.99960013  =   0.99958156
 JA1106
 JA1106:                Primary Azimuth Mark                     Grid Az
 JA1106:SPC IN W     -  CHRISNEY ST MARTIN CH SPIRE              016 39 09.9
 JA1106:UTM  16      -  CHRISNEY ST MARTIN CH SPIRE              016 42 14.6
 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
 JA1106.Superseded values are not recommended for survey control.
 JA1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1106.See file dsdata.txt to determine how the superseded data were derived.
 JA1106
 JA1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9680006302(NAD 83)
 JA1106_MARKER: DS = TRIANGULATION STATION DISK
 JA1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1106_STAMPING: CHRISNEY 1946
 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             NGS
 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
 JA1106'ABOUT 0.05 MILE NORTH OF THE JUNCTION OF STATE
 JA1106'HIGHWAY 45 AND STATE HIGHWAY 70.
 JA1106'THE STATION MARK IS ON THE HIGHEST
 JA1106'POINT OF A SMALL HILL ON THE WEST EDGE OF A
 JA1106'CULTIVATED FIELD, 36 FEET
 JA1106'EAST OF THE CENTERLINE OF STATE HIGHWAY 45, 110 FEET EAST
 JA1106'SOUTHEAST OF
 JA1106'THE SOUTHEAST CORNER OF A WHITE FARMHOUSE, AND 44 FEET NORTH OF
 JA1106'A POWER LINE POLE.  THE
 JA1106'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
 JA1106'STATE HIGHWAY 45, 62 FEET SOUTH OF A PASTURE FENCE
 JA1106'CORNER, 6 FEET SOUTHEAST OF A
 JA1106'POWER LINE POLE, AND DIRECTLY ACROSS
 JA1106'THE HIGHWAY FROM A WHITE FARMHOUSE.  THE MARK IS
 JA1106'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
 JA1106'EAST OF THE CENTERLINE OF
 JA1106'STATE HIGHWAY 45, AND 23 FEET SOUTHEAST OF A POWER LINE
 JA1106'POLE.  THE MARK IS FLUSH WITH
 JA1106'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
 JA1106'HIGHWAY 45, 39 FEET SOUTH OF A POWER LINE POLE, AND 3 FEET
 JA1106'NORTH OF A STANDARD
 JA1106'REFERENCE POST.  THE MARK IS FLUSH WITH THE
 JA1106'GROUND AND THE DISK IS STAMPED
 JA1106'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
 JA1106'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
 JA1106'1 AND THE AZIMUTH MARK WERE FOUND DESTROYED.  THE
 JA1106'DISTANCE FROM THE STATION TO
 JA1106'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,
 JA1106'ABOUT 5 MILES WEST OF
 JA1106'NEWTONVILLE, 0.05 MILE NORTH OF THE JUNCTION OF STATE
 JA1106'HIGHWAYS 45 AND 70 AND ON THE
 JA1106'APPROXIMATE EAST-WEST PROPERTY OF M E
 JA1106'WAINGER.  IT IS ON THE TOP OF A SMALL KNOLL AND
 JA1106'NEAR CUT IN KNOLL
 JA1106'MADE IN GRADING FRONT YARD OF THE NEW WANINGER HOME.  THE STATION
 JA1106'MARK IS 62 FEET
 JA1106'SOUTHWEST OF THE SOUTHWEST CORNER OF THE NEW WANIGER
 JA1106'HOME, 44 FEET NORTH OF A POWER
 JA1106'LINE POLE AND 36 FEET EAST OF THE
 JA1106'APPROXIMATE CENTER OF STATE HIGHWAY 45.  THE MARK
 JA1106'PROJECTS 4 INCHES
 JA1106'AND THE DISK 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
 JA1106'APPROXIMATE CENTER OF STATE HIGHWAY 45 AND 20 FEET SOUTH
 JA1106'OF A POWER POLE.  THE MARK IS
 JA1106'FLUSH WITH THE GROUND, AND THE DISK IS
 JA1106'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,
 JA1106'49.8 FEET SOUTH OF THE
 JA1106'SOUTHWEST CORNER OF THE WANIGER HOME AND ON THE SOUTH
 JA1106'PROPERTY LINE.  THE MARK IS
 JA1106'FLUSH WITH THE GROUND, AND THE DISK IS
 JA1106'STAMPED CHRISNEY NO 3 1946.
 JA1106'
 JA1106'THE AZIMUTH MARK FOR THIS STATION WAS DESTROYED BY EARTH MOVING
 JA1106'EQUIPMENT.  NO SUITABLE
 JA1106'LOCATION COULD BE FOUND FOR A RESET AZIMUTH MARK, AND
 JA1106'OTHER TRIANGULATION STATIONS
 JA1106'OF THIS AREA ARE NOT VISABLE FROM THE
 JA1106'GROUND.  THE ST MARTINS CATHOLIC CHURCH SPIRE
 JA1106'CAN BE USED AS AN
 JA1106'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
 JA1106'UNDERTAKEN IN THIS AREA.  SHOULD THE REMAINDER OF THIS
 JA1106'KNOLL BE REMOVED OR MADE LEVEL
 JA1106'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
 JA1106'ALONG THE SOUTHERN
 JA1106'RAILROAD FROM THE POST OFFICE AT CHRISNEY, THENCE
 JA1106'0.1 MILE EAST ALONG STATE HIGHWAY 70
 JA1106'TO THE INTERSECTION WITH U S
 JA1106'HIGHWAY 231, THENCE 0.1 MILE NORTH ALONG HIGHWAY 231,
 JA1106'IN SECTION 12, T
 JA1106'6 S, R 6 W, 62 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE M E
 JA1106'WANIGER HOUSE, 63.2
 JA1106'FEET NORTH OF CHRISNEY NO 2, 37 FEET EAST OF THE
 JA1106'CENTER LINE OF THE HIGHWAY, 6 FEET NORTH OF A 3 FORKED TREE, ABOUT
 JA1106'5 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A
 JA1106'CONCRETE POST 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
 JA1106'CHRISNEY 1946, 80 FEET EAST AND ACROSS THE HIGHWAY FROM POWER
 JA1106'POLE Y 56 190, 33 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 JA1106'23 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 1.8 FEET EAST OF A
 JA1106'METAL WITNESS POST, 8 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET
 JA1106'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JA1106
 JA1106                          STATION RECOVERY (1965)
 JA1106
 JA1106'RECOVERY NOTE BY NATIONAL 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
 JA1106'FOUND IN GOOD CONDITION.  AN EXTENDED SEARCH WAS MADE
 JA1106'FOR THE AZIMUTH MARK BUT IT
 JA1106'COULD NOT BE FOUND.  MR D L REBEL, SR WHO
 JA1106'LIVES DIRECTLY ACROSS THE ROAD FROM WHERE THE
 JA1106'AZIMUTH MARK WAS
 JA1106'ORIGINALLY SET, STATED THAT HE KNOWS POSITIVELY THAT THE MARK
 JA1106'WAS DESTROYED
 JA1106'BY GRADING OPERATIONS.  MR D L REBEL, JR WHO OWNS THE LAND
 JA1106'OCCUPIED BY THE STATION AND
 JA1106'REFERENCE MARKS, REQUESTED THAT THE
 JA1106'STATION AND REFERENCE MARK NO 2 BE LOWERED TO
 JA1106'PERMIT HIS GRADING IN
 JA1106'THE AREA.  THE STATION WAS LOWERED IN ITS EXACT ORIGINAL
 JA1106'POSITION A DEPTH
 JA1106'OF 3.92 FEET IN THE FALL OF 1966 AND REFERENCE MARK NO 2 WAS
 JA1106'REMOVED TO PERMIT
 JA1106'GRADING.  THE STATION WAS REVISITED THIS DATE AND A
 JA1106'NEW AZIMUTH MARK AND REFERENCE MARK
 JA1106'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
 JA1106'NEWTONVILLE, ABOUT 0.7 MILE SOUTH OF CHRISNEY AND ABOUT
 JA1106'0.1 MILE NORTH OF THE JUNCTION
 JA1106'OF STATE HIGHWAY 45 AND STATE HIGHWAY 70.
 JA1106'
 JA1106'TO REACH THE STATION FROM THE INTERSECTION OF MARKET STREET AND U S
 JA1106'HIGHWAY 231 AND
 JA1106'STATE ROUTE 45 JUST EAST OF THE NEW POST OFFICE IN
 JA1106'CHRISNEY, GO SOUTH ON U S HIGHWAY
 JA1106'231 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
 JA1106'HOME, 44 FEET NORTH-NORTHEAST OF A TELEPHONE POLE,
 JA1106'36 FEET EAST OF THE APPROXIMATE
 JA1106'CENTER OF U S HIGHWAY 231 AND STATE
 JA1106'ROUTE 45, 28.5 FEET SOUTH OF THE SOUTHWEST CORNER
 JA1106'OF A CONCRETE CURB
 JA1106'AROUND A PARKING AREA, 14.3 FEET EAST OF THE EAST POST OF HIGHWAY
 JA1106'SIGNS 231 AND 45,
 JA1106'AND 1.4 FEET SOUTH OF A METAL WITNESS POST AND
 JA1106'SIGN.  IT IS A STANDARD DISK SET IN
 JA1106'THE TOP OF A 10-INCH, SQUARE,
 JA1106'FLUSH CONCRETE MONUMENT AND THE DISK IS STAMPED
 JA1106'CHRISNEY 1946 1966.
 JA1106'
 JA1106'REFERENCE MARK NO 3 IS 70 FEET EAST OF THE APPROXIMATE CENTER OF U S
 JA1106'HIGHWAY 231 AND
 JA1106'STATE ROUTE 45, 66 FEET NORTHEAST OF A TELEPHONE
 JA1106'POLE, 46.8 FEET SOUTH OF THE
 JA1106'SOUTHWEST CORNER OF THE MAURICE WANIGER
 JA1106'HOME, 25.1 FEET SOUTH OF THE SOUTHEAST CORNER
 JA1106'OF THE CONCRETE CURB
 JA1106'AROUND A PARKING AREA, AND ABOUT 1.0 FOOT BELOW THE ELEVATION OF
 JA1106'THE STATION.  IT
 JA1106'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 JA1106'FLUSH, CONCRETE MONUMENT AND
 JA1106'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
 JA1106'APPROXIMATE CENTER OF U S HIGHWAY 231 AND STATE
 JA1106'ROUTE 45, 1.5 FEET NORTH OF A
 JA1106'TELEPHONE POLE, AND ABOUT 2.5 FEET
 JA1106'BELOW THE ELEVATION OF THE STATION.  IT IS A
 JA1106'STANDARD DISK SET IN THE
 JA1106'TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 JA1106'IS STAMPED CHRISNEY 1946 NO 4 1966.
 JA1106'
 JA1106'THE HROIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO 3 AND
 JA1106'REFERENCE MARK NO
 JA1106'1 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
 JA1106'ROUTE 45 AND STATE ROUTE 70, 90.5 FEET NORTH OF A
 JA1106'POWERLINE POLE, 44.3 FEET SOUTH OF A
 JA1106'POWERLINE TRANSFORMER POLE, 18.2
 JA1106'FEET WEST OF THE APPROXIMATE CENTER OF U S HIGHWAY 231
 JA1106'AND STATE
 JA1106'ROUTE 45, 0.8 OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN, AND
 JA1106'0.6 OF A FOOT
 JA1106'SOUTH OF THE NORTH END OF A CONCRETE HEADWALL.  IT IS A
 JA1106'STANDARD DISK CEMENTED IN A
 JA1106'DRILL HOLE IN THE CONCRETE HEADWALL OF A
 JA1106'CULVERT UNDER U S HIGHWAY 231 AND STATE ROUTE
 JA1106'45 ABOUT 4 FEET BELOW
 JA1106'THE HIGHWAYS SURFACE, AND THE DISK IS STAMPED CHRISNEY 1946 AZ 2
 JA1106'1967.
 JA1106'
 JA1106'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON U S
 JA1106'HIGHWAY 231 AND
 JA1106'STATE ROUTE 45 FOR 0.25 MILE TO THE MARK ON THE
 JA1106'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 = OCTOBER  6, 2006
 JA1105 ***********************************************************************
 JA1105  DESIGNATION -  CHRISNEY RM 2
 JA1105  PID         -  JA1105
 JA1105  STATE/COUNTY-  IN/SPENCER
 JA1105  USGS QUAD   -  CHRISNEY (1988)
 JA1105
 JA1105                         *CURRENT SURVEY CONTROL
 JA1105  ___________________________________________________________________
 JA1105* NAD 83(1986)-  38 00 15.     (N)    087 02 11.     (W)     SCALED    
 JA1105* NAVD 88     -       149.073  (meters)     489.08   (feet)  ADJUSTED  
 JA1105  ___________________________________________________________________
 JA1105  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JA1105  DYNAMIC HT  -         148.974 (meters)     488.76  (feet)  COMP
 JA1105  MODELED GRAV-     979,961.6   (mgal)                       NAVD 88
 JA1105
 JA1105  VERT ORDER  -  FIRST     CLASS II
 JA1105
 JA1105.The horizontal coordinates were scaled from a topographic map and have
 JA1105.an estimated accuracy of +/- 6 seconds.
 JA1105
 JA1105.The orthometric height was determined by differential leveling
 JA1105.and adjusted by the National Geodetic Survey in June 1991..
 JA1105
 JA1105.The geoid height was determined by GEOID03.
 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     -   305,960.      904,120.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1105.See file dsdata.txt to determine how the superseded data were derived.
 JA1105
 JA1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH968062(NAD 83)
 JA1105_MARKER: DR = REFERENCE MARK DISK
 JA1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1105_STAMPING: CHRISNEY NO 2 1946
 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             NGS
 JA1105
 JA1105                          STATION DESCRIPTION
 JA1105
 JA1105'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1981 ***********************************************************************
 JA1981  DESIGNATION -  CHRISNEY ST MARTIN CH SPIRE
 JA1981  PID         -  JA1981
 JA1981  STATE/COUNTY-  IN/SPENCER
 JA1981  USGS QUAD   -  CHRISNEY (1988)
 JA1981
 JA1981                         *CURRENT SURVEY CONTROL
 JA1981  ___________________________________________________________________
 JA1981* NAD 83(1997)-  38 00 47.31840(N)    087 01 59.26286(W)     ADJUSTED  
 JA1981* NAVD 88     -                                                        
 JA1981  ___________________________________________________________________
 JA1981  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 JA1981  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 JA1981
 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
 JA1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1981
 JA1981.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1981
 JA1981  NAD 83(1993)-  38 00 47.32030(N)    087 01 59.26201(W) AD(       ) 4
 JA1981  NAD 83(1986)-  38 00 47.32678(N)    087 01 59.26529(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1981.See file dsdata.txt to determine how the superseded data were derived.
 JA1981
 JA1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9709207274(NAD 83)
 JA1981_MARKER: 90 = CHURCH SPIRE
 JA1981
 JA1981  HISTORY     - Date     Condition        Report By
 JA1981  HISTORY     - 1946     FIRST OBSERVED   CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0537 ***********************************************************************
 MD0537  DESIGNATION -  CHURCH
 MD0537  PID         -  MD0537
 MD0537  STATE/COUNTY-  IN/ALLEN
 MD0537  USGS QUAD   -  GRABILL (1992)
 MD0537
 MD0537                         *CURRENT SURVEY CONTROL
 MD0537  ___________________________________________________________________
 MD0537* NAD 83(1997)-  41 09 22.05291(N)    084 52 42.92827(W)     ADJUSTED  
 MD0537* NAVD 88     -       226.857  (meters)     744.28   (feet)  ADJUSTED  
 MD0537  ___________________________________________________________________
 MD0537  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 MD0537  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 MD0537  DYNAMIC HT  -         226.766 (meters)     743.98  (feet)  COMP
 MD0537  MODELED GRAV-     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
 MD0537.and adjusted by the National Geodetic Survey in June 1991..
 MD0537
 MD0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0537
 MD0537.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 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
 MD0537.Superseded values are not recommended for survey control.
 MD0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0537.See file dsdata.txt to determine how the superseded data were derived.
 MD0537
 MD0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7799858258(NAD 83)
 MD0537_MARKER: DE = TRAVERSE STATION DISK
 MD0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0537_STAMPING: CHURCH 1963
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1998 ***********************************************************************
 KA1998  DESIGNATION -  CHURCH
 KA1998  PID         -  KA1998
 KA1998  STATE/COUNTY-  IN/HENDRICKS
 KA1998  USGS QUAD   -  DANVILLE (1970)
 KA1998
 KA1998                         *CURRENT SURVEY CONTROL
 KA1998  ___________________________________________________________________
 KA1998* NAD 83(1997)-  39 48 18.17129(N)    086 34 35.75279(W)     ADJUSTED  
 KA1998* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 KA1998  ___________________________________________________________________
 KA1998  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 KA1998  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KA1998
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1998
 KA1998.The geoid height was determined by GEOID03.
 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  =   0.99957244
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1998.See file dsdata.txt to determine how the superseded data were derived.
 KA1998
 KA1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK3624406206(NAD 83)
 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 = OCTOBER  6, 2006
 MD1595 ***********************************************************************
 MD1595  DESIGNATION -  CHURUBUSCO
 MD1595  PID         -  MD1595
 MD1595  STATE/COUNTY-  IN/WHITLEY
 MD1595  USGS QUAD   -  CHURUBUSCO (1965)
 MD1595
 MD1595                         *CURRENT SURVEY CONTROL
 MD1595  ___________________________________________________________________
 MD1595* NAD 83(1997)-  41 13 34.97314(N)    085 19 32.92134(W)     ADJUSTED  
 MD1595* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 MD1595  ___________________________________________________________________
 MD1595  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 MD1595  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 MD1595
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1595
 MD1595.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1595.See file dsdata.txt to determine how the superseded data were derived.
 MD1595
 MD1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4032265239(NAD 83)
 MD1595_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1595
 MD1595  HISTORY     - Date     Condition        Report By
 MD1595  HISTORY     - 1946     MONUMENTED       CGS
 MD1595  HISTORY     - 1963     SEE DESCRIPTION  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
 MD1595'BRANCH LINE OF THE PENNSYLVANIA RAILROAD.  IT IS 36 FEET NORTH OF THE
 MD1595'CENTERLINE OF THE PENNSYLVANIA
 MD1595'RAILROAD, 62 FEET NORTHEAST OF THE CENTERLINE OF PLEASANT STREET AND
 MD1595'13 FEET SOUTH OF A FENCELINE.  THE
 MD1595'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
 MD1595'CENTERLINE OF PLEASANT STREET, 10 FEET SOUTHWEST OF A TELEPHONE POLE
 MD1595'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
 MD1595'THE PENNSYLVANIA RAILROAD AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK
 MD1595'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
 MD1595'STATE HIGHWAY 205, 15 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD,
 MD1595'27 FEET NORTH OF A TELEPHONE POLE AND
 MD1595'3 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND
 MD1595'THE DISK IS STAMPED CHURUBUSCO 1946.
 MD1595'
 MD1595'TO REACH STATION FROM THE INTERSECTION OF THE PENNSYLVINA RAILROAD
 MD1595'AND U.S. HIGHWAY 33 IN
 MD1595'CHURUBUSCO GO SOUTH ON U.S. HIGHWAY 33 FOR 1 BLOCK TO PLESANT STREET,
 MD1595'TURN RIGHT ON PLEASANT STREET AND
 MD1595'GO 0.7 MILE TO 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,
 MD1595'TURN LEFT ON STATE HIGHWAY 205 AND GO 0.2 MILE TO AZIMUTH MARK ON THE
 MD1595'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
 MD1595'DISCREPANCIES IN THE DISTANCES FROM STATION TO THE TWO REFERENCE
 MD1595'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.
 MD1595'HWY. AT THE MAIN CORNER IN CHURUBUSCO, THENCE 0.1 MILE E ALONG
 MD1595'PLEASANT STREET TO R.R. CORSSING
 MD1595'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
 MD1595'PENNSYLVANIA RAILROAD, 3.8 FEET HIGHER THAN TOP
 MD1595'OF SAME, STANDARD DISKS STAMPED CHURUBUSCO 1946 IN 1A AND 7A
 MD1595'MARKS WITH THE UPPER MARK
 MD1595'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
 MD1595'NW IN AZIMUTH 229 DEG 26 MIN FROM STATION, ABOUT 129 FEET N OF CENTER
 MD1595'LINE OF SAID STREET, 45-1/2 FEET NW OF NW
 MD1595'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
 MD1595'S IN AZIMUTH 358 DEG 42 MIN FROM STATION, 46 FEET SE OF SE RAIL, 2.8
 MD1595'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
 MD1595'DEG 33 MIN 41.7 SEC FROM STATION, 65-1/2 FEET NW OF CENTER LINE OF
 MD1595'NO. 205 IND.  HWY., 34 FEET N OF NO. R-17840
 MD1595'CREOSOTED TELEPHONE POLE, 18 FEET E OF CENTER LINE OF NO.
 MD1595'850 E COUNTY ROAD, 0.5 FOOT LOWER THAN SAME, AND
 MD1595'1.8 FEET N OF STEEL WITNESS POST.  A
 MD1595'FEW TREES ARE GROWING UP ON LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1596 ***********************************************************************
 MD1596  DESIGNATION -  CHURUBUSCO MUNICIPAL STANDPIPE
 MD1596  PID         -  MD1596
 MD1596  STATE/COUNTY-  IN/WHITLEY
 MD1596  USGS QUAD   -  CHURUBUSCO (1965)
 MD1596
 MD1596                         *CURRENT SURVEY CONTROL
 MD1596  ___________________________________________________________________
 MD1596* NAD 83(1997)-  41 13 47.16281(N)    085 19 11.16479(W)     ADJUSTED  
 MD1596* NAVD 88     -                                                        
 MD1596  ___________________________________________________________________
 MD1596  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 MD1596  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MD1596
 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
 MD1596.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1596
 MD1596.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1596
 MD1596  NAD 83(1995)-  41 13 47.16328(N)    085 19 11.16826(W) AD(       ) 4
 MD1596  NAD 83(1986)-  41 13 47.16350(N)    085 19 11.17682(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1596.See file dsdata.txt to determine how the superseded data were derived.
 MD1596
 MD1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4082165625(NAD 83)
 MD1596
 MD1596  HISTORY     - Date     Condition        Report By
 MD1596  HISTORY     - 1946     MONUMENTED       CGS
 MD1596  HISTORY     - 1963     SEE DESCRIPTION  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
 MD1596'SOUTH OF STATE HIGHWAY 205 AND 100 YARDS NORTH OF THE PENNSYLVANIA
 MD1596'RAILROAD TRACKS.  IT IS A ROUND
 MD1596'STANDPIPE ABOUT 90 FEET HIGH AND PAINTED BLACK.  POINT OBSERVED
 MD1596'ON WAS THE APPROXIMATE CENTER OF THE TOP
 MD1596'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
 MD1596'STREET OR NO. 33 U.S.  HWY., ABOUT
 MD1596'65 YARDS SE OF W. WHITLEY STREET OR NO. 205 INDIANA HWY. WHICH SAID
 MD1596'TWO HWYS.  CROSS AT THE MAIN CORNER IN
 MD1596'CHURUBUSCO, AN ESTIMATED 100 FEET HIGH, AND A MEASURED 10 FEET
 MD1596'IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2505 ***********************************************************************
 LB2505  DESIGNATION -  CICERO
 LB2505  PID         -  LB2505
 LB2505  STATE/COUNTY-  IN/HAMILTON
 LB2505  USGS QUAD   -  ARCADIA (1994)
 LB2505
 LB2505                         *CURRENT SURVEY CONTROL
 LB2505  ___________________________________________________________________
 LB2505* NAD 83(1997)-  40 08 02.47369(N)    086 00 49.59103(W)     ADJUSTED  
 LB2505* NAVD 88     -       257.67   (+/-2cm)     845.4    (feet)  VERTCON   
 LB2505  ___________________________________________________________________
 LB2505  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 LB2505  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 LB2505
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2505
 LB2505.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2505
 LB2505.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  257.80   (m)          845.8    (f) LEVELING    3  
 LB2505
 LB2505.Superseded values are not recommended for survey control.
 LB2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2505.See file dsdata.txt to determine how the superseded data were derived.
 LB2505
 LB2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8402043098(NAD 83)
 LB2505_MARKER: DS = TRIANGULATION STATION DISK
 LB2505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2504 ***********************************************************************
 LB2504  DESIGNATION -  CICERO MUNICIPAL TANK
 LB2504  PID         -  LB2504
 LB2504  STATE/COUNTY-  IN/HAMILTON
 LB2504  USGS QUAD   -  ARCADIA (1994)
 LB2504
 LB2504                         *CURRENT SURVEY CONTROL
 LB2504  ___________________________________________________________________
 LB2504* NAD 83(1997)-  40 07 54.02592(N)    086 00 49.98892(W)     ADJUSTED  
 LB2504* NAVD 88     -                                                        
 LB2504  ___________________________________________________________________
 LB2504  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 LB2504  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 LB2504
 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
 LB2504.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2504
 LB2504.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2504
 LB2504  NAD 83(1986)-  40 07 54.03224(N)    086 00 50.00421(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2504.See file dsdata.txt to determine how the superseded data were derived.
 LB2504
 LB2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8401342838(NAD 83)
 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 = OCTOBER  6, 2006
 LB2622 ***********************************************************************
 LB2622  DESIGNATION -  CICOTT
 LB2622  PID         -  LB2622
 LB2622  STATE/COUNTY-  IN/CASS
 LB2622  USGS QUAD   -  BURNETTSVILLE (1962)
 LB2622
 LB2622                         *CURRENT SURVEY CONTROL
 LB2622  ___________________________________________________________________
 LB2622* NAD 83(1997)-  40 45 58.72153(N)    086 33 10.93967(W)     ADJUSTED  
 LB2622* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 LB2622  ___________________________________________________________________
 LB2622  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 LB2622  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 LB2622
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2622
 LB2622.The geoid height was determined by GEOID03.
 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     -   0.99996941  x   1.00003557  =   1.00000498
 LB2622!SPC IN W     -   0.99996941  x   0.99999133  =   0.99996074
 LB2622!UTM  16      -   0.99996941  x   0.99961751  =   0.99958694
 LB2622
 LB2622:                Primary Azimuth Mark                     Grid Az
 LB2622:SPC IN E     -  ROYAL CENTER MUNICIPAL TANK              023 20 20.3
 LB2622:SPC IN W     -  ROYAL CENTER MUNICIPAL TANK              022 24 50.0
 LB2622:UTM  16      -  ROYAL CENTER MUNICIPAL TANK              022 28 05.9
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2622.See file dsdata.txt to determine how the superseded data were derived.
 LB2622
 LB2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3772312912(NAD 83)
 LB2622_MARKER: DS = TRIANGULATION STATION DISK
 LB2622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2314 ***********************************************************************
 ME2314  DESIGNATION -  CIHAK
 ME2314  PID         -  ME2314
 ME2314  STATE/COUNTY-  IN/MARSHALL
 ME2314  USGS QUAD   -  CULVER (1980)
 ME2314
 ME2314                         *CURRENT SURVEY CONTROL
 ME2314  ___________________________________________________________________
 ME2314* NAD 83(1997)-  41 13 45.72706(N)    086 27 59.73768(W)     ADJUSTED  
 ME2314* NAVD 88     -       228.     (meters)     748.     (feet)  SCALED    
 ME2314  ___________________________________________________________________
 ME2314  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 ME2314  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME2314
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2314
 ME2314.The geoid height was determined by GEOID03.
 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  =   0.99959415
 ME2314
 ME2314:                Primary Azimuth Mark                     Grid Az
 ME2314:SPC IN E     -  CONVENT ANCILLA DOMINI SPIRE             008 59 54.6
 ME2314:SPC IN W     -  CONVENT ANCILLA DOMINI SPIRE             008 03 53.2
 ME2314:UTM  16      -  CONVENT ANCILLA DOMINI SPIRE             008 07 11.0
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2314.See file dsdata.txt to determine how the superseded data were derived.
 ME2314
 ME2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4470464357(NAD 83)
 ME2314_MARKER: DS = TRIANGULATION STATION DISK
 ME2314_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 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
 ME2314'JUST EAST OF THE MARSHALL AND STARKE COUNTY LINE ON PROPERTY OWNED
 ME2314'BY ANTON CIHAK.  IT IS 63 FEET
 ME2314'SOUTHEAST OF THE COUNTY LINE SIGN, 50 FEET SOUTH OF THE
 ME2314'CENTER OF THE HIGHWAY, 49 FEET SOUTHEAST OF A
 ME2314'FENCE CORNER, 33 FEET SOUTHEAST OF A
 ME2314'POWERLINE POLE AND 27 FEET SOUTH OF A WHITE WITNESS POST.  THE
 ME2314'MARK IS UNDERGROUND ABOUT 18
 ME2314'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
 ME2314'CENTER OF THE HIGHWAY.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 ME2314'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
 ME2314'POWERLINE POLE AND 1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS 6
 ME2314'INCHES AND THE DISK IS STAMPED
 ME2314'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
 ME2314'LINE POLE AND 2 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 ME2314'4 INCHES AND THE DISK IS STAMPED
 ME2314'CIHAK 1952.
 ME2314'
 ME2314'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 17
 ME2314'WHICH IS ABOUT 1/2 MILES
 ME2314'NORTH OF CULVER, GO WEST ON STATE HIGHWAY 10 FOR 2.25 MILES TO THE
 ME2314'AZIMUTH MARK ON THE RIGHT,
 ME2314'CONTINUE FOR 0.55 MILE TO THE STATION ON THE LEFT AS
 ME2314'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,
 ME2314'AND THE DISK SET IN THE SAME MONUMENT THAT REFERENCE MARK 1 WAS SET
 ME2314'IN.  THE AZIMUTH MARK WAS FOUND DESTROYED WITH ONLY PIECES OF
 ME2314'CONCRETE REMAINING.  DUE TO THE STATION BEING IN A THICK GROVE
 ME2314'OF TREES THERE 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
 ME2314'MARSHALL-STARKE COUNTY LINE SIGN, 66 FEET NORTHEAST OF A POWER POLE,
 ME2314'50 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 10, 41.5 FEET EAST
 ME2314'OF A FENCE, 33 FEET SOUTHEAST OF POWER POLE WITH A TRANSFORMER
 ME2314'AT THE TOP AND 27 FEET SOUTH OF A METAL WITNESS POST.  THE
 ME2314'MONUMENT IS UNDERGROUND 12-INCHES AND THE DISK IS STAMPED CIHAK
 ME2314'1952.
 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,
 ME2314'24 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT WEST OF A
 ME2314'METAL WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 ME2314'STAMPED 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 = OCTOBER  6, 2006
 MD0800 ***********************************************************************
 MD0800  DESIGNATION -  CLARK
 MD0800  PID         -  MD0800
 MD0800  STATE/COUNTY-  IN/WHITLEY
 MD0800  USGS QUAD   -  ARCOLA (1981)
 MD0800
 MD0800                         *CURRENT SURVEY CONTROL
 MD0800  ___________________________________________________________________
 MD0800* NAD 83(1997)-  41 05 06.86337(N)    085 22 29.20970(W)     ADJUSTED  
 MD0800* NAVD 88     -       266.981  (meters)     875.92   (feet)  ADJUSTED  
 MD0800  ___________________________________________________________________
 MD0800  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 MD0800  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MD0800  DYNAMIC HT  -         266.875 (meters)     875.57  (feet)  COMP
 MD0800  MODELED GRAV-     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
 MD0800.and adjusted by the National Geodetic Survey in June 1991..
 MD0800
 MD0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0800
 MD0800.The geoid height was determined by GEOID03.
 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;                    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  =   0.99979265
 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|---------------------------------------------------------------------|
 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
 MD0800.Superseded values are not recommended for survey control.
 MD0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0800.See file dsdata.txt to determine how the superseded data were derived.
 MD0800
 MD0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3651049492(NAD 83)
 MD0800_MARKER: DS = TRIANGULATION STATION DISK
 MD0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0800_STAMPING: CLARK 1946
 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     SEE DESCRIPTION  CGS
 MD0800  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MD0800  HISTORY     - 1963     GOOD             NGS
 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
 MD0800'ROAD AND 1/2 MILE NORTH OF STATE HIGHWAY 14.  IT IS 171 FEET SOUTH OF
 MD0800'THE SOUTH RAIL OF THE NEW YORK, CHICAGO
 MD0800'AND ST. LOUIS RAILROAD, 31 FEET EAST OF THE APPROXIMATE CENTERLINE
 MD0800'OF A GRAVEL ROAD AND 14 FEET EAST OF A
 MD0800'NORTH-SOUTH FENCE LINE.  THE MARK IS ABOUT
 MD0800'12 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 MD0800'STAMPED CLARK 1946.
 MD0800'
 MD0800'REFERENCE MARK NO. 1 IS 134.90 FEET NORTH OF THE STATION, 27 FEET
 MD0800'EAST OF THE APPROXIMATE CENTERLINE OF
 MD0800'A GRAVEL ROAD, 26 FEET SOUTH OF THE SOUTH RAIL OF THE NEW YORK,
 MD0800'CHICAGO, AND ST. LOUIS RAILROAD, 8
 MD0800'FEET EAST OF A FENCE CORNER AND 1 FOOT NORTH OF AN EAST-WEST
 MD0800'FENCE LINE.  THE MARK PROJECTS ABOUT 4
 MD0800'INCHES AND THE DISK IS STAMPED CLARK NO 1 1946.
 MD0800'
 MD0800'REFERENCE MARK NO. 2 IS 103.40 FEET SOUTH OF THE STATION, 18 FEET
 MD0800'EAST OF THE APPROXIMATE CENTERLINE OF
 MD0800'A GRAVEL ROAD, 4 FEET NORTHEAST OF A 6 INCH ELM AND 1 FOOT EAST OF A
 MD0800'NORTH-SOUTH FENCE LINE.  THE
 MD0800'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 MD0800'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
 MD0800'NO. 25193, 40 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 14 AND 2
 MD0800'FEET SOUTH OF AN EAST-WEST FENCE
 MD0800'LINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 MD0800'CLARK 1946.
 MD0800'
 MD0800'TO REACH THE STATION FROM THE MAIN HIGHWAY JUNCTION IN FORT WAYNE, GO
 MD0800'WEST ON STATE HIGHWAY 14 FOR
 MD0800'02.7 MILES TO A FORK IN THE HIGHWAY.  KEEP RIGHT ON STATE HIGHWAY 14
 MD0800'FOR 09.8 MILES TO THE AZIMUTH MARK
 MD0800'ON THE RIGHT AS DESCRIBED.  CONTINUE WEST FOR 0.1 MILE TO
 MD0800'A GRAVEL CROSSROAD, TURN RIGHT AND GO NORTH FOR
 MD0800'0.5 MILE TO THE STATION ON THE RIGHT AS
 MD0800'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
 MD0800'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE VEREFIED.  THE
 MD0800'ORIGINAL DESCRIPTION IS
 MD0800'ADEQUATE WITH THE FOLLOWING CHANGES AND ADDITIONS-
 MD0800'
 MD0800'AN 8 FOOT DIAMETER CONCRETE CAMERA TARGET WAS ERECTED AROUND THE
 MD0800'STATION MARK.  THE STATION
 MD0800'MARK IS ABOUT 14 INCHES BELOW THE SURFACE OF THE TARGET.  THE 6 INCH
 MD0800'ELM TREE HAS BEEN CUT AND ONLY
 MD0800'A TWO FOOT STUMP REMAINS.  THE GRAVEL CROSS ROAD IS
 MD0800'NOW WHITLEY COUNTY ROAD 600 E.
 MD0800
 MD0800                          STATION RECOVERY (1963)
 MD0800
 MD0800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD0800'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD0800'DESCRIBED.
 MD0800'
 MD0800'ABOUT 12 MILES W OF DOWNTOWN FORT WAYNE, OR 10.0 MILES W ALONG NO. 14
 MD0800'INDIANA HWY.  FROM ITS
 MD0800'Y-INTERSECTION WITH NO. 24 U.S. HWY. OR 7.8 MILES W ALONG SAME FROM
 MD0800'THE BRIDGE OVER NO. 69 INTERSTATE
 MD0800'HWY. AND TURN RIGHT ONTO NO. 600 E COUNTY ROAD, THENCE 0.5 MILE N
 MD0800'TO STATION ON RIGHT, 171.3 FEET S OF S
 MD0800'RAIL OF NEW YORK, CHICAGO AND ST. LOUIS R.R., 33
 MD0800'FEET E OF CENTER LINE OF GRAVEL ROAD, IN CENTER OF
 MD0800'12-INCH OPEN HOLE AT CENTER OF 8-FOOT
 MD0800'CIRCLE OF CONCRETE (POSSIBLY AERIAL PHOTO IDENTIFICATION TARGET),
 MD0800'STANDARD DISKS STAMPED CLARK 1946 IN
 MD0800'1A AND 7A 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
 MD0800'DEG 38 MIN FROM STATION, 36.4 FEET S OF S RAIL, 0.7 FOOT LOWER THAN
 MD0800'TOP OF SAME, 8 FEET E OF FENCE CORNER, AND 1.6
 MD0800'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
 MD0800'47 MIN FROM STATION, 19 FEET E OF CENTER LINE OF ROAD, LEVEL WITH
 MD0800'SAME, AND 1.2 FEET S OF STEEL WITNESS POST.
 MD0800'
 MD0800'AZIMUTH MARK STAMPED CLARK 1946, NOTE 16A, PROJECTS 0.2 FOOT, IS
 MD0800'ABOUT 0.5 MILE SSE FROM STATION,
 MD0800'0.2 MILE E OF CROSSROADS, 60-1/2 FEET W OF NO. 25193 POWER POLE,
 MD0800'38-1/2 FEET N OF CENTER LINE OF 24-FOOT
 MD0800'ASPHALT HWY. PAVEMENT, AND 1-1/2 FEET W OF STEEL WITNESS POST.
 MD0800
 MD0800                          STATION RECOVERY (1963)
 MD0800
 MD0800'RECOVERY NOTE BY NATIONAL 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 = OCTOBER  6, 2006
 HZ2121 ***********************************************************************
 HZ2121  DESIGNATION -  CLARK
 HZ2121  PID         -  HZ2121
 HZ2121  STATE/COUNTY-  IN/CLARK
 HZ2121  USGS QUAD   -  OWEN (1983)
 HZ2121
 HZ2121                         *CURRENT SURVEY CONTROL
 HZ2121  ___________________________________________________________________
 HZ2121* NAD 83(1997)-  38 27 52.20718(N)    085 35 07.31241(W)     ADJUSTED  
 HZ2121* NAVD 88     -       211.     (meters)     692.     (feet)  SCALED    
 HZ2121  ___________________________________________________________________
 HZ2121  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 HZ2121  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HZ2121
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2121
 HZ2121.The geoid height was determined by GEOID03.
 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     -   0.99997218  x   0.99996729  =   0.99993947
 HZ2121!SPC KY1Z     -   0.99997218  x   0.99995753  =   0.99992971
 HZ2121!SPC KY N     -   0.99997218  x   0.99996208  =   0.99993426
 HZ2121!UTM  16      -   0.99997218  x   0.99978758  =   0.99975977
 HZ2121
 HZ2121:                Primary Azimuth Mark                     Grid Az
 HZ2121:SPC IN E     -  INDIANA ORD WKS TANK 2510 3              042 05 36.6
 HZ2121:SPC KY1Z     -  INDIANA ORD WKS TANK 2510 3              042 02 34.8
 HZ2121:SPC KY N     -  INDIANA ORD WKS TANK 2510 3              042 58 29.2
 HZ2121:UTM  16      -  INDIANA ORD WKS TANK 2510 3              041 15 50.5
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2121.See file dsdata.txt to determine how the superseded data were derived.
 HZ2121
 HZ2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2341758302(NAD 83)
 HZ2121_MARKER: DS = TRIANGULATION STATION DISK
 HZ2121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1923 ***********************************************************************
 JA1923  DESIGNATION -  CLARK
 JA1923  PID         -  JA1923
 JA1923  STATE/COUNTY-  IN/MARTIN
 JA1923  USGS QUAD   -  ALFORDSVILLE (1978)
 JA1923
 JA1923                         *CURRENT SURVEY CONTROL
 JA1923  ___________________________________________________________________
 JA1923* NAD 83(1997)-  38 35 06.07638(N)    086 54 21.62112(W)     ADJUSTED  
 JA1923* NAVD 88     -       195.78   (+/-2cm)     642.3    (feet)  VERTCON   
 JA1923  ___________________________________________________________________
 JA1923  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 JA1923  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JA1923
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1923
 JA1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1923
 JA1923.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 (07/19/86)  195.91   (m)          642.7    (f) LEVELING    3  
 JA1923
 JA1923.Superseded values are not recommended for survey control.
 JA1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1923.See file dsdata.txt to determine how the superseded data were derived.
 JA1923
 JA1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0818670732(NAD 83)
 JA1923_MARKER: DS = TRIANGULATION STATION DISK
 JA1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1923'HAYSVILLE, IT IS 49.2 FEET WEST FROM THE
 JA1923'CENTERLINE OF THE HIGHWAY, 35 FEET
 JA1923'NORTH-NORTHWEST OF A WIRE FENCE
 JA1923'CORNER AND 13.6 FEET WEST OF A WHITE WITNESS POST.
 JA1923'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
 JA1923'OF THE HIGHWAY AND 2.2 FEET SOUTHWEST OF A
 JA1923'TELEPHONE POLE.  THE MARK IS FLUSH
 JA1923'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
 JA1923'OF A WIRE FENCE LINE.  THE
 JA1923'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
 JA1923'HIGHWAY, 10.6 FEET SOUTHWEST OF A TELEPHONE POLE
 JA1923'AND 1.4 FEET WEST OF A WHITE WITNESS
 JA1923'POST, 1.1 FEET WEST OF A WIRE
 JA1923'FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 JA1923'STAMPED CLARK 1946.
 JA1923'
 JA1923'TO REACH THE STATION FROM HAYSVILLE, GO NORTH FROM THE HIGHWAY
 JA1923'JUNCTION SOUTH OF TOWN ON
 JA1923'STATE HIGHWAY 45, 07.4 MILES TO THE TOP OF A GRADE AND THE
 JA1923'CURVE TO THE LEFT.  THE
 JA1923'STATION IS ABOUT 100 YARDS NORTHEAST FROM THE
 JA1923'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
 JA1923'GOOD CONDITION.  THE PREVIOUS DESCRIPTION IS GOOD WITH THE BELOW
 JA1923'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
 JA1923'GROUND.
 JA1923'
 JA1923'REFERENCE MARK 1 IS 1 FOOT WEST OF A WIRE FENCE AND 4 INCHES BELOW
 JA1923'THE 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 = OCTOBER  6, 2006
 MD0798 ***********************************************************************
 MD0798  DESIGNATION -  CLARK RM 1
 MD0798  PID         -  MD0798
 MD0798  STATE/COUNTY-  IN/WHITLEY
 MD0798  USGS QUAD   -  ARCOLA (1981)
 MD0798
 MD0798                         *CURRENT SURVEY CONTROL
 MD0798  ___________________________________________________________________
 MD0798* NAD 83(1986)-  41 05 07.     (N)    085 22 29.     (W)     SCALED    
 MD0798* NAVD 88     -       266.925  (meters)     875.74   (feet)  ADJUSTED  
 MD0798  ___________________________________________________________________
 MD0798  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MD0798  DYNAMIC HT  -         266.819 (meters)     875.39  (feet)  COMP
 MD0798  MODELED GRAV-     980,219.1   (mgal)                       NAVD 88
 MD0798
 MD0798  VERT ORDER  -  SECOND    CLASS 0
 MD0798
 MD0798.The horizontal coordinates were scaled from a topographic map and have
 MD0798.an estimated accuracy of +/- 6 seconds.
 MD0798
 MD0798.The orthometric height was determined by differential leveling
 MD0798.and adjusted by the National Geodetic Survey in June 1991..
 MD0798
 MD0798.The geoid height was determined by GEOID03.
 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     -   648,070.      124,530.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0798.See file dsdata.txt to determine how the superseded data were derived.
 MD0798
 MD0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL365494(NAD 83)
 MD0798_MARKER: DR = REFERENCE MARK DISK
 MD0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0798_STAMPING: CLARK NO 1 1946
 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             NGS
 MD0798
 MD0798                          STATION DESCRIPTION
 MD0798
 MD0798'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0799 ***********************************************************************
 MD0799  DESIGNATION -  CLARK RM 2
 MD0799  PID         -  MD0799
 MD0799  STATE/COUNTY-  IN/WHITLEY
 MD0799  USGS QUAD   -  ARCOLA (1981)
 MD0799
 MD0799                         *CURRENT SURVEY CONTROL
 MD0799  ___________________________________________________________________
 MD0799* NAD 83(1986)-  41 05 07.     (N)    085 22 29.     (W)     SCALED    
 MD0799* NAVD 88     -       266.899  (meters)     875.65   (feet)  ADJUSTED  
 MD0799  ___________________________________________________________________
 MD0799  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MD0799  DYNAMIC HT  -         266.793 (meters)     875.30  (feet)  COMP
 MD0799  MODELED GRAV-     980,219.1   (mgal)                       NAVD 88
 MD0799
 MD0799  VERT ORDER  -  SECOND    CLASS 0
 MD0799
 MD0799.The horizontal coordinates were scaled from a topographic map and have
 MD0799.an estimated accuracy of +/- 6 seconds.
 MD0799
 MD0799.The orthometric height was determined by differential leveling
 MD0799.and adjusted by the National Geodetic Survey in June 1991..
 MD0799
 MD0799.The geoid height was determined by GEOID03.
 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     -   648,070.      124,530.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0799.See file dsdata.txt to determine how the superseded data were derived.
 MD0799
 MD0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL365494(NAD 83)
 MD0799_MARKER: DR = REFERENCE MARK DISK
 MD0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0799_STAMPING: CLARK NO 2 1946
 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             NGS
 MD0799
 MD0799                          STATION DESCRIPTION
 MD0799
 MD0799'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1615 ***********************************************************************
 HZ1615  DESIGNATION -  CLARK S 1
 HZ1615  PID         -  HZ1615
 HZ1615  STATE/COUNTY-  IN/CLARK
 HZ1615  USGS QUAD   -  CHARLESTOWN (1993)
 HZ1615
 HZ1615                         *CURRENT SURVEY CONTROL
 HZ1615  ___________________________________________________________________
 HZ1615* NAD 83(1986)-  38 26 20.     (N)    085 39 31.     (W)     SCALED    
 HZ1615* NAVD 88     -       180.135  (meters)     590.99   (feet)  ADJUSTED  
 HZ1615  ___________________________________________________________________
 HZ1615  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 HZ1615  DYNAMIC HT  -         180.015 (meters)     590.60  (feet)  COMP
 HZ1615  MODELED GRAV-     979,961.5   (mgal)                       NAVD 88
 HZ1615
 HZ1615  VERT ORDER  -  FIRST     CLASS II
 HZ1615
 HZ1615.The horizontal coordinates were scaled from a topographic map and have
 HZ1615.an estimated accuracy of +/- 6 seconds.
 HZ1615
 HZ1615.The orthometric height was determined by differential leveling
 HZ1615.and adjusted by the National Geodetic Survey in June 1991..
 HZ1615
 HZ1615.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1615.See file dsdata.txt to determine how the superseded data were derived.
 HZ1615
 HZ1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH170553(NAD 83)
 HZ1615_MARKER: DD = SURVEY DISK
 HZ1615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1615_STAMPING: CLARK S1
 HZ1615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1615+STABILITY: SURFACE MOTION
 HZ1615
 HZ1615  HISTORY     - Date     Condition        Report By
 HZ1615  HISTORY     - UNK      MONUMENTED       INHD
 HZ1615  HISTORY     - 1965     GOOD             NGS
 HZ1615
 HZ1615                          STATION DESCRIPTION
 HZ1615
 HZ1615'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ2316 ***********************************************************************
 HZ2316  DESIGNATION -  CLARK S 21 INHC 1947
 HZ2316  PID         -  HZ2316
 HZ2316  STATE/COUNTY-  IN/CLARK
 HZ2316  USGS QUAD   -  OTISCO (1993)
 HZ2316
 HZ2316                         *CURRENT SURVEY CONTROL
 HZ2316  ___________________________________________________________________
 HZ2316* NAD 83(1997)-  38 32 02.81409(N)    085 40 12.44642(W)     ADJUSTED  
 HZ2316* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 HZ2316  ___________________________________________________________________
 HZ2316  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 HZ2316  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 HZ2316
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2316
 HZ2316.The geoid height was determined by GEOID03.
 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  =   0.99973890
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2316.See file dsdata.txt to determine how the superseded data were derived.
 HZ2316
 HZ2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1591065917(NAD 83)
 HZ2316_MARKER: DD = SURVEY DISK
 HZ2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2316_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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       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 = OCTOBER  6, 2006
 HZ2317 ***********************************************************************
 HZ2317  DESIGNATION -  CLARK S 23
 HZ2317  PID         -  HZ2317
 HZ2317  STATE/COUNTY-  IN/CLARK
 HZ2317  USGS QUAD   -  OTISCO (1993)
 HZ2317
 HZ2317                         *CURRENT SURVEY CONTROL
 HZ2317  ___________________________________________________________________
 HZ2317* NAD 83(1997)-  38 35 10.26603(N)    085 38 49.70455(W)     ADJUSTED  
 HZ2317* NAVD 88     -       217.     (meters)     712.     (feet)  SCALED    
 HZ2317  ___________________________________________________________________
 HZ2317  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 HZ2317  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 HZ2317
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2317
 HZ2317.The geoid height was determined by GEOID03.
 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     -   0.99997126  x   0.99996670  =   0.99993796
 HZ2317!SPC KY1Z     -   0.99997126  x   0.99998159  =   0.99995285
 HZ2317!SPC KY N     -   0.99997126  x   0.99996423  =   0.99993549
 HZ2317!UTM  16      -   0.99997126  x   0.99977097  =   0.99974224
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2317.See file dsdata.txt to determine how the superseded data were derived.
 HZ2317
 HZ2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1782871724(NAD 83)
 HZ2317_MARKER: DD = SURVEY DISK
 HZ2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ1637 ***********************************************************************
 HZ1637  DESIGNATION -  CLARK S 38
 HZ1637  PID         -  HZ1637
 HZ1637  STATE/COUNTY-  IN/CLARK
 HZ1637  USGS QUAD   -  NEW ALBANY (1992)
 HZ1637
 HZ1637                         *CURRENT SURVEY CONTROL
 HZ1637  ___________________________________________________________________
 HZ1637* NAD 83(1986)-  38 17 32.     (N)    085 46 00.     (W)     SCALED    
 HZ1637* NAVD 88     -       138.526  (meters)     454.48   (feet)  ADJUSTED  
 HZ1637  ___________________________________________________________________
 HZ1637  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HZ1637  DYNAMIC HT  -         138.433 (meters)     454.18  (feet)  COMP
 HZ1637  MODELED GRAV-     979,954.7   (mgal)                       NAVD 88
 HZ1637
 HZ1637  VERT ORDER  -  FIRST     CLASS II
 HZ1637
 HZ1637.The horizontal coordinates were scaled from a topographic map and have
 HZ1637.an estimated accuracy of +/- 6 seconds.
 HZ1637
 HZ1637.The orthometric height was determined by differential leveling
 HZ1637.and adjusted by the National Geodetic Survey in June 1991..
 HZ1637
 HZ1637.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1637.See file dsdata.txt to determine how the superseded data were derived.
 HZ1637
 HZ1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH078389(NAD 83)
 HZ1637_MARKER: DD = SURVEY DISK
 HZ1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1637_STAMPING: CLARK S38
 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             NGS
 HZ1637
 HZ1637                          STATION DESCRIPTION
 HZ1637
 HZ1637'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1636 ***********************************************************************
 HZ1636  DESIGNATION -  CLARK S 63
 HZ1636  PID         -  HZ1636
 HZ1636  STATE/COUNTY-  IN/CLARK
 HZ1636  USGS QUAD   -  NEW ALBANY (1992)
 HZ1636
 HZ1636                         *CURRENT SURVEY CONTROL
 HZ1636  ___________________________________________________________________
 HZ1636* NAD 83(1986)-  38 17 03.     (N)    085 45 15.     (W)     SCALED    
 HZ1636* NAVD 88     -       138.966  (meters)     455.92   (feet)  ADJUSTED  
 HZ1636  ___________________________________________________________________
 HZ1636  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HZ1636  DYNAMIC HT  -         138.873 (meters)     455.62  (feet)  COMP
 HZ1636  MODELED GRAV-     979,954.7   (mgal)                       NAVD 88
 HZ1636
 HZ1636  VERT ORDER  -  FIRST     CLASS II
 HZ1636
 HZ1636.The horizontal coordinates were scaled from a topographic map and have
 HZ1636.an estimated accuracy of +/- 6 seconds.
 HZ1636
 HZ1636.The orthometric height was determined by differential leveling
 HZ1636.and adjusted by the National Geodetic Survey in June 1991..
 HZ1636
 HZ1636.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1636.See file dsdata.txt to determine how the superseded data were derived.
 HZ1636
 HZ1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH089380(NAD 83)
 HZ1636_MARKER: DD = SURVEY DISK
 HZ1636_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1636_SP_SET: BRIDGE
 HZ1636_STAMPING: CLARK S63
 HZ1636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1636
 HZ1636  HISTORY     - Date     Condition        Report By
 HZ1636  HISTORY     - UNK      MONUMENTED       INHD
 HZ1636  HISTORY     - 1965     GOOD             NGS
 HZ1636
 HZ1636                          STATION DESCRIPTION
 HZ1636
 HZ1636'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB2567 ***********************************************************************
 LB2567  DESIGNATION -  CLARKS
 LB2567  PID         -  LB2567
 LB2567  STATE/COUNTY-  IN/CLINTON
 LB2567  USGS QUAD   -  COLFAX (1980)
 LB2567
 LB2567                         *CURRENT SURVEY CONTROL
 LB2567  ___________________________________________________________________
 LB2567* NAD 83(1997)-  40 14 36.88261(N)    086 41 23.41661(W)     ADJUSTED  
 LB2567* NAVD 88     -       254.68   (+/-2cm)     835.6    (feet)  VERTCON   
 LB2567  ___________________________________________________________________
 LB2567  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 LB2567  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 LB2567
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2567
 LB2567.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2567
 LB2567.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 (07/19/86)  254.77   (m)          835.9    (f) LEVELING    3  
 LB2567
 LB2567.Superseded values are not recommended for survey control.
 LB2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2567.See file dsdata.txt to determine how the superseded data were derived.
 LB2567
 LB2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2638154839(NAD 83)
 LB2567_MARKER: DS = TRIANGULATION STATION DISK
 LB2567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2565 ***********************************************************************
 LB2565  DESIGNATION -  CLARKS HILL MUNICIPAL TANK
 LB2565  PID         -  LB2565
 LB2565  STATE/COUNTY-  IN/TIPPECANOE
 LB2565  USGS QUAD   -  COLFAX (1980)
 LB2565
 LB2565                         *CURRENT SURVEY CONTROL
 LB2565  ___________________________________________________________________
 LB2565* NAD 83(1997)-  40 14 56.57155(N)    086 43 10.62380(W)     ADJUSTED  
 LB2565* NAVD 88     -                                                        
 LB2565  ___________________________________________________________________
 LB2565  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 LB2565  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 LB2565
 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
 LB2565.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2565
 LB2565.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2565
 LB2565  NAD 83(1986)-  40 14 56.57862(N)    086 43 10.63653(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2565.See file dsdata.txt to determine how the superseded data were derived.
 LB2565
 LB2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2384655437(NAD 83)
 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 = OCTOBER  6, 2006
 JA1838 ***********************************************************************
 JA1838  DESIGNATION -  CLAUS
 JA1838  PID         -  JA1838
 JA1838  STATE/COUNTY-  IN/SPENCER
 JA1838  USGS QUAD   -  SANTA CLAUS (1980)
 JA1838
 JA1838                         *CURRENT SURVEY CONTROL
 JA1838  ___________________________________________________________________
 JA1838* NAD 83(1997)-  38 06 51.76359(N)    086 57 11.88611(W)     ADJUSTED  
 JA1838* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 JA1838  ___________________________________________________________________
 JA1838  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 JA1838  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JA1838
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1838
 JA1838.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1838.See file dsdata.txt to determine how the superseded data were derived.
 JA1838
 JA1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0409418507(NAD 83)
 JA1838_MARKER: DS = TRIANGULATION STATION DISK
 JA1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1838
 JA1838  HISTORY     - Date     Condition        Report By
 JA1838  HISTORY     - 1946     MONUMENTED       CGS
 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
 JA1838'LINCOLN MEMORIAL, AT THE TOP OF A HILL.  THE STATION MARK
 JA1838'IS 154 FEET SOUTH OF A FENCE
 JA1838'GATE, 37 FEET WEST OF A FARM ROAD AND 5
 JA1838'FEET SOUTHEAST OF A WHITE WITNESS POST.  THE
 JA1838'MARK PROJECTS 6 INCHES
 JA1838'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
 JA1838'AND 11 FEET WEST OF A FENCE.  THE MARK PROJECTS 6
 JA1838'REFERENCE MARK NO 2 IS 111.47
 JA1838'FEET NORTH OF THE STATION, 42 FEET SOUTH OF A
 JA1838'FENCE GATE AND 9 FEET WEST OF THE FIELD ROAD.
 JA1838'THE MARK PROJECTS 6
 JA1838'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
 JA1838'162, 21 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD
 JA1838'AND 2 FEET SOUTH OF A WHITE WITNESS
 JA1838'POST.  THE MARK PROJECTS 4 INCHES
 JA1838'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
 JA1838'2.4 MILES TO A DRIVEWAY ON THE RIGHT, TURN RIGHT INTO
 JA1838'THIS DRIVE AND GO 0.15 MILE TO A
 JA1838'BARN AFTER PASSING A FARMHOUSE, TURN
 JA1838'RIGHT THROUGH THE GATE AT THE EAST END OF THE BARN
 JA1838'AND GO SOUTH ON A
 JA1838'FIELD ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT AT THE HIGHEST
 JA1838'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
 JA1838'ON THE LEFT, TURN LEFT AND GO ABOUT 150 FEET TO THE
 JA1838'AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3370 ***********************************************************************
 JZ3370  DESIGNATION -  CLAY
 JZ3370  PID         -  JZ3370
 JZ3370  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ3370  USGS QUAD   -  COLUMBUS (1993)
 JZ3370
 JZ3370                         *CURRENT SURVEY CONTROL
 JZ3370  ___________________________________________________________________
 JZ3370* NAD 83(1997)-  39 12 31.68526(N)    085 55 22.38803(W)     ADJUSTED  
 JZ3370* NAVD 88     -       191.56   (+/-2cm)     628.5    (feet)  VERTCON   
 JZ3370  ___________________________________________________________________
 JZ3370  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 JZ3370  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JZ3370
 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ3370
 JZ3370.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3370
 JZ3370.The geoid height was determined by GEOID03.
 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     -   0.99997525  x   0.99997269  =   0.99994794
 JZ3370!UTM  16      -   0.99997525  x   0.99970648  =   0.99968174
 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  NGVD 29 (07/19/86)  191.68   (m)          628.9    (f) LEVELING    3  
 JZ3370
 JZ3370.Superseded values are not recommended for survey control.
 JZ3370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3370.See file dsdata.txt to determine how the superseded data were derived.
 JZ3370
 JZ3370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9299640501(NAD 83)
 JZ3370_MARKER: DS = TRIANGULATION STATION DISK
 JZ3370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD1504 ***********************************************************************
 MD1504  DESIGNATION -  CLAY
 MD1504  PID         -  MD1504
 MD1504  STATE/COUNTY-  IN/LAGRANGE
 MD1504  USGS QUAD   -  LAGRANGE (1993)
 MD1504
 MD1504                         *CURRENT SURVEY CONTROL
 MD1504  ___________________________________________________________________
 MD1504* NAD 83(1997)-  41 38 29.59516(N)    085 29 33.53008(W)     ADJUSTED  
 MD1504* NAVD 88     -       281.     (meters)     922.     (feet)  SCALED    
 MD1504  ___________________________________________________________________
 MD1504  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 MD1504  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 MD1504
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1504
 MD1504.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1504.See file dsdata.txt to determine how the superseded data were derived.
 MD1504
 MD1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2553511077(NAD 83)
 MD1504_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1504
 MD1504  HISTORY     - Date     Condition        Report By
 MD1504  HISTORY     - 1947     MONUMENTED       CGS
 MD1504  HISTORY     - 1950     SEE DESCRIPTION  CGS
 MD1504  HISTORY     - 1960     SEE DESCRIPTION  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
 MD1504'MILES WEST FROM LAGRANGE.  IT
 MD1504'IS 261 FEET NORTHWEST FROM THE INTERSECTION OF A GRAVEL ROAD AND U.S.
 MD1504'HIGHWAY 20, 27 FEET WEST FROM THE CENTER
 MD1504'OF THE GRAVEL ROAD, 19 FEET NORTH OF AN 18 INCH ELM TREE,
 MD1504'14 FEET SOUTHEAST OF A FENCE CORNER AND 13 FEET
 MD1504'SOUTHEAST OF A WHITE WITNESS POST.  THE
 MD1504'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
 MD1504'CORNER OF A HOUSE AND 39 FEET WEST OF THE CENTER OF A GRAVEL ROAD.
 MD1504'THE MARK IS FLUSH AND THE DISK IS
 MD1504'STAMPED 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
 MD1504'PROJECTS 2 INCHES AND THE DISK IS 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
 MD1504'THE NORTHEAST CORNER OF THE GRANARY 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
 MD1504'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
 MD1504'HIGHWAY 20 FOR 3.75 MILE TO THE STATION ON THE 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,
 MD1504'REFERENCE MARK NO.
 MD1504'2, AND AZIMUTH MARK WERE ALL RECOVERED AND FOUND TO BE IN GOOD
 MD1504'CONDITION.  THE ORIGINAL DESCRIPTION,
 MD1504'TO THE STATION AND REFERENCE MARKS, IS ADEQUATE.
 MD1504'
 MD1504'THE PRECISE ORIGINAL POSITION OF THE AZIMUTH MARK WAS HELD, BUT THE
 MD1504'MARK WAS LOWERED ABOUT 6
 MD1504'INCHES TO MAKE THE MARK FLUSH WITH THE GROUND AS WAS REQUESTED BY
 MD1504'MR. MELVIN SHROCK THE PRESENT
 MD1504'PROPERTY OWNER ON 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
 MD1504'YARD, BACK OF MR. SHROCKS
 MD1504'HOUSE.  IT IS 45.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 MD1504'BARN, 15.9 FEET SOUTH OF THE
 MD1504'NORTHEAST CORNER OF THE HOG HOUSE, 12.0 FEET NORTH OF THE CENTER OF
 MD1504'THE DOUBLE DOORS TO THE GRANARY, AND
 MD1504'2.4 FEET EAST OF THE NORTHEAST CORNER OF THE MAIN
 MD1504'BUILDING OF THE GRANARY.  IT IS LOCATED IN THE WALK WAY
 MD1504'LEADING TO THE HOG HOUSE AND IS SET
 MD1504'FLUSH WITH THE GROUND, THE DISK IS STAMPED CLAY 1947.
 MD1504'
 MD1504'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE HIGHWAY
 MD1504'FOR 0.7 MILE, TURN RIGHT INTO
 MD1504'A DRIVEWAY AND GO TO THE BACK OF MR. MELVIN SHROCKS HOUSE AND THE
 MD1504'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
 MD1504'DESCRIBED LOCATION IS EVIDENTLY OCCUPIED NOW BY THE CONCRETE FLOOR OF
 MD1504'A BARN.  THE ORIGINAL DESCRIPTION IS
 MD1504'ADEQUATE AND ACCURATE THO THE PRESENT WRITER DID MEASURE THE
 MD1504'DISTANCE FROM THE INTERSECTION OF CENTER LINES
 MD1504'OF THE NOW 22-FOOT PAVEMENT OF THE U. S. HWY.
 MD1504'AND THE GRAVEL ROAD AS 260 FEET INSTEAD OF 261 AND NOTED THAT THE
 MD1504'MEASUREMENT TO THE ELM TREE AS GIVEN
 MD1504'IS TO THE CIRCUMFERENCE RATHER THAN THE CENTER OF THE TREE THO THE
 MD1504'ORIGINAL 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 = OCTOBER  6, 2006
 KA1782 ***********************************************************************
 KA1782  DESIGNATION -  CLAY CITY
 KA1782  PID         -  KA1782
 KA1782  STATE/COUNTY-  IN/CLAY
 KA1782  USGS QUAD   -  CLAY CITY (1986)
 KA1782
 KA1782                         *CURRENT SURVEY CONTROL
 KA1782  ___________________________________________________________________
 KA1782* NAD 83(1997)-  39 15 53.59784(N)    087 07 01.30114(W)     ADJUSTED  
 KA1782* NAVD 88     -       211.     (meters)     692.     (feet)  SCALED    
 KA1782  ___________________________________________________________________
 KA1782  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 KA1782  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KA1782
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1782
 KA1782.The geoid height was determined by GEOID03.
 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  =   0.99957330
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1782.See file dsdata.txt to determine how the superseded data were derived.
 KA1782
 KA1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8990446179(NAD 83)
 KA1782_MARKER: DS = TRIANGULATION STATION DISK
 KA1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA2002 ***********************************************************************
 KA2002  DESIGNATION -  CLAYTON
 KA2002  PID         -  KA2002
 KA2002  STATE/COUNTY-  IN/HENDRICKS
 KA2002  USGS QUAD   -  CLAYTON (1970)
 KA2002
 KA2002                         *CURRENT SURVEY CONTROL
 KA2002  ___________________________________________________________________
 KA2002* NAD 83(1997)-  39 41 14.69623(N)    086 32 22.54088(W)     ADJUSTED  
 KA2002* NAVD 88     -       272.     (meters)     892.     (feet)  SCALED    
 KA2002  ___________________________________________________________________
 KA2002  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 KA2002  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KA2002
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2002
 KA2002.The geoid height was determined by GEOID03.
 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  =   0.99958171
 KA2002
 KA2002:                Primary Azimuth Mark                     Grid Az
 KA2002:SPC IN W     -  DANVILLE MUNICIPAL STANDPIPE             007 11 37.2
 KA2002:UTM  16      -  DANVILLE MUNICIPAL STANDPIPE             007 14 48.8
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2002.See file dsdata.txt to determine how the superseded data were derived.
 KA2002
 KA2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3947993166(NAD 83)
 KA2002_MARKER: DS = TRIANGULATION STATION DISK
 KA2002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2265 ***********************************************************************
 ME2265  DESIGNATION -  CLEAR
 ME2265  PID         -  ME2265
 ME2265  STATE/COUNTY-  IN/ST JOSEPH
 ME2265  USGS QUAD   -  NILES WEST (1980)
 ME2265
 ME2265                         *CURRENT SURVEY CONTROL
 ME2265  ___________________________________________________________________
 ME2265* NAD 83(1997)-  41 45 11.13523(N)    086 21 21.56335(W)     ADJUSTED  
 ME2265* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 ME2265  ___________________________________________________________________
 ME2265  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 ME2265  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 ME2265
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2265
 ME2265.The geoid height was determined by GEOID03.
 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  =   0.99959779
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2265.See file dsdata.txt to determine how the superseded data were derived.
 ME2265
 ME2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5354122563(NAD 83)
 ME2265_MARKER: DS = TRIANGULATION STATION DISK
 ME2265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2265'CARLISLE ON PROPERTY OWNED BY GUS W. PARIK.  IT IS 70 FEET SOUTH OF
 ME2265'THE HIGHEST POINT OF HILL, 64 FEET
 ME2265'SOUTH OF A 24 INCH TREE AND 4 FEET WEST OF A
 ME2265'WHITE WITNESS POST AND A NORTH-SOUTH FENCELINE.  THE
 ME2265'MARK IS FLUSH AND THE DISK IS
 ME2265'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
 ME2265'NORTH-SOUTH FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2265'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
 ME2265'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED CLEAR NO
 ME2265'2 1952.
 ME2265'
 ME2265'AZIMUTH MARK IS 62 FEET SOUTHWEST OF THE HIGHEST POINT OF HILL BY THE
 ME2265'GRAVEL ROAD, 26 FEET
 ME2265'SOUTH OF THE CENTER OF THE GRAVEL ROAD, 7 FEET WEST OF A 10 INCH OAK
 ME2265'TREE, 2 FEET WEST OF A WHITE
 ME2265'WITNESS POST AND 1 FOOT NORTH OF AN EAST-WEST FENCELINE.
 ME2265'THE MARK PROJECTS 6 INCHES AND THE DISK IS
 ME2265'STAMPED CLEAR 1952.
 ME2265'
 ME2265'TO REACH THE STATION FROM THE INTERSECTION OF W. LA SALLE AND N.
 ME2265'MICHIGAN STREETS IN SOUTH
 ME2265'BEND, GO WEST ON W. LA SALLE STREET FOR 0.2 MILE TO LINCOLN WAY W,
 ME2265'TURN RIGHT ON LINCOLN WAY W
 ME2265'AND GO 0.1 MILE TO N. WILLIAMS STREET, TURN RIGHT ON N.
 ME2265'WILLIAMS STREET AND GO FOR 0.25 MILE TO
 ME2265'PORTAGE AVENUE, CONTINUE NORTHERLY ON
 ME2265'PORTAGE AVENUE FOR 5.2 MILES TO ADAMS ROAD, TURN LEFT ON
 ME2265'ADAMS ROAD AND GO WEST FOR
 ME2265'2.7 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE FOR 0.2 MILE TO A
 ME2265'HOUSE ON THE RIGHT, TURN
 ME2265'RIGHT INTO DRIVEWAY AND END OF TRUCK TRAVEL.  FROM THIS POINT
 ME2265'PACK NORTHEASTERLY UP HILL FOR ABOUT
 ME2265'150 YARDS TO THE 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
 ME2265'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 = OCTOBER  6, 2006
 MD1859 ***********************************************************************
 MD1859  DESIGNATION -  CLEAR
 MD1859  PID         -  MD1859
 MD1859  STATE/COUNTY-  IN/STEUBEN
 MD1859  USGS QUAD   -  ANGOLA EAST (1993)
 MD1859
 MD1859                         *CURRENT SURVEY CONTROL
 MD1859  ___________________________________________________________________
 MD1859* NAD 83(1997)-  41 43 51.57973(N)    084 54 45.00426(W)     ADJUSTED  
 MD1859* NAVD 88     -       329.     (meters)    1079.     (feet)  SCALED    
 MD1859  ___________________________________________________________________
 MD1859  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 MD1859  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 MD1859
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1859
 MD1859.The geoid height was determined by GEOID03.
 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;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!UTM  16      -   0.99995367  x   0.99997092  =   0.99992459
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1859.See file dsdata.txt to determine how the superseded data were derived.
 MD1859
 MD1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7361222015(NAD 83)
 MD1859_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1859
 MD1859  HISTORY     - Date     Condition        Report By
 MD1859  HISTORY     - 1946     MONUMENTED       CGS
 MD1859  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MD1859  HISTORY     - 1969     SEE DESCRIPTION  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
 MD1859'AND 1.05 MILES EAST OF THE JUNCTION OF STATE HIGHWAYS 827 AND 120 IN
 MD1859'THE CITY OF FREMONT.  IT IS 73 FEET
 MD1859'NORTH OF THE CENTER OF HIGHWAY 120, 68 FEET NORTHEAST OF
 MD1859'A POWER POLE AND 21 FEET SOUTH OF AN 18 INCH PEAR
 MD1859'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
 MD1859'FEET WEST OF A FENCE CORNER.  THE MARK PROJECTS ABOUT 4 INCHES AND
 MD1859'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
 MD1859'HIGHWAY AND 48 FEET WEST OF A POWER POLE.  THE MARK PROJECTS ABOUT 4
 MD1859'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.
 MD1859'IT IS 50 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 1.5 FEET EAST
 MD1859'OF A WHITE WITNESS
 MD1859'POST AND ONE FOOT NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 MD1859'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
 MD1859'BUSINESS CORNER IN FREMONT, 72 FEET N OF CENTER LINE OF HWY., ABOUT 8
 MD1859'FEET HIGHER THAN SAME, 36.3 FEET
 MD1859'SSW OF SW CORNER OF CONCRETE BLOCK HOUSE, 16.8 FEET W OF
 MD1859'PROJECTED PLANE OF W WALL OF SAME, 28 FEET SSE OF
 MD1859'CENTER OF 30-INCH PEAR TREE, 20.6 FEET
 MD1859'SSW OF SSW EDGE OF 18-INCH PEAR TREE, STANDARD DISKS STAMPED CLEAR
 MD1859'1946 ARE SET IN NOTES 1A AND 7A MARKS
 MD1859'WITH THE TOP MARK 1.5 FEET UNDERGROUND.
 MD1859'
 MD1859'REFERENCE STAMPED CLEAR NO 2 1946, NOTE 11A, PROJECTS 0.3 FOOT, IS
 MD1859'113.35 FEET OR (34.549 METERS)
 MD1859'W IN AZIMUTH 79 DEG 00 MIN FROM STATION, ABOUT ON CREST OF RIDGE, 52
 MD1859'FEET N OF CENTER LINE OF HWY., ESTIMATED 7
 MD1859'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
 MD1859'NNW IN AZIMUTH 156 DEG 51 MIN FROM STATION, 151 FEET N OF CENTER LINE
 MD1859'OF HWY., 50 FEET W OF PLANE OF W WALL OF
 MD1859'SAID HOUSE, AND A FOOT E OF A FENCE.
 MD1859'
 MD1859'AZIMUTH STAMPED CLEAR 1946, NOTE 16A, PROJECTS 0.2 FOOT, IS ABOUT
 MD1859'0.25 MILE W IN AZIMUTH 84 DEG 08 MIN
 MD1859'40.7 SEC FROM STATION, 69 FEET W OF T-INTERSECTION OF FENCES, 51 FEET
 MD1859'S OF CENTER LINE OF HWY., 3.0 FEET HIGHER
 MD1859'THAN SAME, 11 FEET E OF PROJECTED W WALL OF TWO-STORY
 MD1859'HOUSE ON N SIDE OF HIGHWAY, AND 1.5 FEET E OF
 MD1859'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
 MD1859'CONDITION.  THE PREVIOUS DESCRIPTION BY A.L.W. IN 1960 IS ADEQUATE
 MD1859'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 = OCTOBER  6, 2006
 HZ2045 ***********************************************************************
 HZ2045  DESIGNATION -  CLIFTY
 HZ2045  PID         -  HZ2045
 HZ2045  STATE/COUNTY-  IN/JEFFERSON
 HZ2045  USGS QUAD   -  MADISON WEST (1993)
 HZ2045
 HZ2045                         *CURRENT SURVEY CONTROL
 HZ2045  ___________________________________________________________________
 HZ2045* NAD 83(1997)-  38 44 08.59170(N)    085 27 01.68352(W)     ADJUSTED  
 HZ2045* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 HZ2045  ___________________________________________________________________
 HZ2045  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 HZ2045  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ2045
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2045
 HZ2045.The geoid height was determined by GEOID03.
 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     -   0.99996642  x   0.99997102  =   0.99993745
 HZ2045!SPC KY1Z     -   0.99996642  x   1.00001738  =   0.99998380
 HZ2045!SPC KY N     -   0.99996642  x   0.99997303  =   0.99993946
 HZ2045!UTM  16      -   0.99996642  x   0.99982336  =   0.99978979
 HZ2045
 HZ2045:                Primary Azimuth Mark                     Grid Az
 HZ2045:SPC IN E     -  CLIFTY AZ MK                             001 32 01.2
 HZ2045:SPC KY1Z     -  CLIFTY AZ MK                             001 29 06.2
 HZ2045:SPC KY N     -  CLIFTY AZ MK                             002 24 56.6
 HZ2045:UTM  16      -  CLIFTY AZ MK                             000 41 57.2
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2045.See file dsdata.txt to determine how the superseded data were derived.
 HZ2045
 HZ2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3467888590(NAD 83)
 HZ2045_MARKER: DS = TRIANGULATION STATION DISK
 HZ2045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ3373 ***********************************************************************
 JZ3373  DESIGNATION -  CLINTON
 JZ3373  PID         -  JZ3373
 JZ3373  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ3373  USGS QUAD   -  EDINBURGH (1993)
 JZ3373
 JZ3373                         *CURRENT SURVEY CONTROL
 JZ3373  ___________________________________________________________________
 JZ3373* NAD 83(1997)-  39 18 11.47710(N)    085 57 08.20700(W)     ADJUSTED  
 JZ3373* NAVD 88     -       200.21   (+/-2cm)     656.9    (feet)  VERTCON   
 JZ3373  ___________________________________________________________________
 JZ3373  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 JZ3373  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JZ3373
 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ3373
 JZ3373.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3373
 JZ3373.The geoid height was determined by GEOID03.
 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  =   0.99967436
 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  NGVD 29 (07/19/86)  200.33   (m)          657.2    (f) LEVELING    3  
 JZ3373
 JZ3373.Superseded values are not recommended for survey control.
 JZ3373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3373.See file dsdata.txt to determine how the superseded data were derived.
 JZ3373
 JZ3373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9033650946(NAD 83)
 JZ3373_MARKER: DS = TRIANGULATION STATION DISK
 JZ3373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA2012 ***********************************************************************
 KA2012  DESIGNATION -  CLOVERDALE MUNICIPAL TANK
 KA2012  PID         -  KA2012
 KA2012  STATE/COUNTY-  IN/PUTNAM
 KA2012  USGS QUAD   -  CLOVERDALE (1986)
 KA2012
 KA2012                         *CURRENT SURVEY CONTROL
 KA2012  ___________________________________________________________________
 KA2012* NAD 83(1997)-  39 30 56.00898(N)    086 47 37.16666(W)     ADJUSTED  
 KA2012* NAVD 88     -                                                        
 KA2012  ___________________________________________________________________
 KA2012  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 KA2012  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KA2012
 KA2012  HORZ ORDER  -  THIRD
 KA2012
 KA2012.The horizontal coordinates were established by classical geodetic methods
 KA2012.and adjusted by the National Geodetic Survey in May 1999..
 KA2012
 KA2012
 KA2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2012
 KA2012.The geoid height was determined by GEOID03.
 KA2012
 KA2012;                    North         East     Units Scale Factor Converg.
 KA2012;SPC IN W     -   473,771.915   924,909.651   MT  0.99997430   +0 11 03.5
 KA2012;SPC IN W     - 1,554,366.69  3,034,474.41   sFT  0.99997430   +0 11 03.5
 KA2012;UTM  16      - 4,374,011.475   517,737.184   MT  0.99960387   +0 07 52.7
 KA2012
 KA2012                          SUPERSEDED SURVEY CONTROL
 KA2012
 KA2012  NAD 83(1986)-  39 30 56.01159(N)    086 47 37.16170(W) AD(       ) 4
 KA2012  NAD 27      -  39 30 55.84900(N)    086 47 37.12800(W) AD(       ) 3
 KA2012
 KA2012.Superseded values are not recommended for survey control.
 KA2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2012.See file dsdata.txt to determine how the superseded data were derived.
 KA2012
 KA2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1773774011(NAD 83)
 KA2012_MARKER: 53 = ELEVATED TANK
 KA2012
 KA2012  HISTORY     - Date     Condition        Report By
 KA2012  HISTORY     - 1939     FIRST OBSERVED   CGS
 KA2012
 KA2012                          STATION DESCRIPTION
 KA2012
 KA2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA2012'THIS STA.  IS A WATER TANK LOCATED ON THE NORTH SIDE OF THE VILLAGE
 KA2012'OF CLOVERDALE, ON LAND OWNED BY THE CITY. IT IS 60 FEET E OF THE
 KA2012'CENTER LINE OF INDIANA HIGHWAY 43. THE TANK IS QUITE PROMINENT.
 KA2012'
 KA2012'THE TANK HAS FOUR STEEL TRUSSWORK LEGS 90 FEET HIGH, THE VERTICAL
 KA2012'SECTION IS PAINTED SILVER AND HAS THE NAME CLOVERDALE IN
 KA2012'BLACK LETTERS ON THE N AND S SIDES AND IS ABOUT 25 FEET HIGH. THE
 KA2012'CONICAL ROOF HAS A SILVER BALLAT ITS APEX. THE TOTAL HEIGHT IS
 KA2012'115 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1769 ***********************************************************************
 KA1769  DESIGNATION -  CLOVERLAND
 KA1769  PID         -  KA1769
 KA1769  STATE/COUNTY-  IN/CLAY
 KA1769  USGS QUAD   -  BRAZIL WEST (1986)
 KA1769
 KA1769                         *CURRENT SURVEY CONTROL
 KA1769  ___________________________________________________________________
 KA1769* NAD 83(1997)-  39 30 06.05201(N)    087 12 51.20364(W)     ADJUSTED  
 KA1769* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 KA1769  ___________________________________________________________________
 KA1769  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 KA1769  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KA1769
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1769
 KA1769.The geoid height was determined by GEOID03.
 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     -   0.99997584  x   0.99996823  =   0.99994407
 KA1769!UTM  16      -   0.99997584  x   0.99960418  =   0.99958003
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1769.See file dsdata.txt to determine how the superseded data were derived.
 KA1769
 KA1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8158272473(NAD 83)
 KA1769_MARKER: DS = TRIANGULATION STATION DISK
 KA1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD1678 ***********************************************************************
 MD1678  DESIGNATION -  CLUNETTE
 MD1678  PID         -  MD1678
 MD1678  STATE/COUNTY-  IN/KOSCIUSKO
 MD1678  USGS QUAD   -  ATWOOD (1994)
 MD1678
 MD1678                         *CURRENT SURVEY CONTROL
 MD1678  ___________________________________________________________________
 MD1678* NAD 83(1997)-  41 19 11.84782(N)    085 55 17.04926(W)     ADJUSTED  
 MD1678* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 MD1678  ___________________________________________________________________
 MD1678  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 MD1678  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 MD1678
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1678
 MD1678.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1678.See file dsdata.txt to determine how the superseded data were derived.
 MD1678
 MD1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9027274837(NAD 83)
 MD1678_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1678
 MD1678  HISTORY     - Date     Condition        Report By
 MD1678  HISTORY     - 1947     MONUMENTED       CGS
 MD1678  HISTORY     - 1952     SEE DESCRIPTION  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
 MD1678'LEESBURG, ON PROPERTY OWNED BY W.R. HALL.  IT IS IN THE SOUTHWEST
 MD1678'CORNER OF A BARNYARD, 12 FEET NORTH OF AN
 MD1678'EAST-WEST FENCELINE, 11 FEET WEST OF A NORTH-SOUTH FENCELINE AND
 MD1678'30 FEET NORTH OF THE CENTER OF AN
 MD1678'EAST-WEST PAVED ROAD.  THE MARK IS FLUSH WITH THE GROUND
 MD1678'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
 MD1678'AND 1 FOOT SOUTH OF THE SOUTHEAST LEG OF A WINDMILL.  THE MARK
 MD1678'PROJECTS 1 INCH AND THE DISK IS
 MD1678'STAMPED 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
 MD1678'FEET EAST OF THE CENTER OF A LANE.  THE MARK PROJECTS 1 INCH AND THE
 MD1678'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
 MD1678'CHESTNUT TREE AND 8 FEET EAST OF THE CENTER OF A PAVED ROAD.  THE
 MD1678'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
 MD1678'JUNCTION WITH STATE HIGHWAY 15, TURN LEFT AND GO NORTH ON HIGHWAY 15
 MD1678'FOR 5.8 MILES TO A CROSSROAD, TURN
 MD1678'LEFT AND GO WEST FOR 3.6 MILES TO THE STATION ON THE RIGHT
 MD1678'AS 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
 MD1678'LEFT AND GO SOUTH FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 MD1678'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
 MD1678'DISTANCE TO ALL MARKS CHECKED.  A 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
 MD1678'THE VILLAGE OF CLUNETTE ON PROPERTY OWNED BY W.R. HALL.  IT IS 96
 MD1678'FEET EAST OF THE CENTER OF A
 MD1678'DRIVEWAY, 44 FEET NORTH OF THE CENTER OF A PAVED ROAD AND 13
 MD1678'FEET WEST OF A FENCELINE.  THE MARK IS
 MD1678'FLUSH AND THE DISK IS STAMPED CLUNETTE 1947.  (1A 7A)
 MD1678'
 MD1678'REFERENCE MARK NO. 1 IS 88.90 FEET NORTH OF THE STATION, 25 FEET
 MD1678'SOUTH OF THE SOUTHWEST
 MD1678'CORNER OF A FRAME BARN AND 1 FOOT SOUTH OF THE SOUTHEAST LEG OF A
 MD1678'WIND MILL.  THE MARK IS FLUSH AND
 MD1678'THE DISK IS 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,
 MD1678'68 FEET SOUTH OF THE SOUTHWEST CORNER OF A LARGE FRAME BUILDING AND
 MD1678'8 FEET EAST OF THE CENTER OF THE
 MD1678'DRIVEWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD1678'CLUNETTE NO 2 1947.  (11A)
 MD1678'
 MD1678'AZIMUTH MARK IS APPROX. 0.15 MILE SOUTHWEST OF THE STATION, 23 FEET
 MD1678'EAST OF THE CENTER OF A
 MD1678'PAVED ROAD, 21 FEET NORTH OF A 4 FOOT CHESTNUT TREE, 3 FEET NORTH OF
 MD1678'A POWERLINE POLE AND 2 FEET NORTH OF A
 MD1678'WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 MD1678'DISK IS STAMPED 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
 MD1678'THE JUNCTION OF STATE HIGHWAY 15, TURN LEFT AND GO NORTH ON STATE
 MD1678'HIGHWAY 15 FOR 5.8 MILES TO A
 MD1678'CROSSROAD, TURN LEFT AND GO WEST ON PAVED ROAD FOR
 MD1678'3.45 MILES TO THE EAST EDGE OF THE VILLAGE OF
 MD1678'CLUNETTE AND W.R. HALL HOUSE ON THE
 MD1678'RIGHT AND THE STATION ON THE RIGHT AS DESCRIBED, CONTINUE WEST
 MD1678'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
 MD1678'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 = OCTOBER  6, 2006
 LB2411 ***********************************************************************
 LB2411  DESIGNATION -  CLYMERS
 LB2411  PID         -  LB2411
 LB2411  STATE/COUNTY-  IN/CASS
 LB2411  USGS QUAD   -  CLYMERS (1987)
 LB2411
 LB2411                         *CURRENT SURVEY CONTROL
 LB2411  ___________________________________________________________________
 LB2411* NAD 83(1997)-  40 42 37.26084(N)    086 26 54.88594(W)     ADJUSTED  
 LB2411* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 LB2411  ___________________________________________________________________
 LB2411  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 LB2411  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 LB2411
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2411
 LB2411.The geoid height was determined by GEOID03.
 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     -   0.99997069  x   1.00002038  =   0.99999107
 LB2411!SPC IN W     -   0.99997069  x   1.00000206  =   0.99997275
 LB2411!UTM  16      -   0.99997069  x   0.99962670  =   0.99959741
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2411.See file dsdata.txt to determine how the superseded data were derived.
 LB2411
 LB2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4657806750(NAD 83)
 LB2411_MARKER: DS = TRIANGULATION STATION DISK
 LB2411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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             BUTLER
 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 AND SEUFERT INC 2006 (JRC)
 LB2411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2499 ***********************************************************************
 ME2499  DESIGNATION -  CO OP
 ME2499  PID         -  ME2499
 ME2499  STATE/COUNTY-  IN/LAKE
 ME2499  USGS QUAD   -  HIGHLAND (1991)
 ME2499
 ME2499                         *CURRENT SURVEY CONTROL
 ME2499  ___________________________________________________________________
 ME2499* NAD 83(1997)-  41 30 21.69557(N)    087 28 14.86928(W)     ADJUSTED  
 ME2499* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 ME2499  ___________________________________________________________________
 ME2499  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 ME2499  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 ME2499
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2499
 ME2499.The geoid height was determined by GEOID03.
 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;SPC IL E     -   537,598.309   372,010.337   MT  1.00003879   +0 34 17.9
 ME2499;SPC IL E     - 1,763,770.45  1,220,503.91   sFT  1.00003879   +0 34 17.9
 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     -   0.99997531  x   0.99997954  =   0.99995485
 ME2499!SPC IL E     -   0.99997531  x   1.00003879  =   1.00001410
 ME2499!UTM  16      -   0.99997531  x   0.99961900  =   0.99959432
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2499.See file dsdata.txt to determine how the superseded data were derived.
 ME2499
 ME2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6071095040(NAD 83)
 ME2499_MARKER: DS = TRIANGULATION STATION DISK
 ME2499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2499'AND 41 ON PROPERTY OWNED BY THE CO-OP PLANT FOOD INC.  IT IS 200 FEET
 ME2499'NORTHWEST OF OFFICE BUILDING, 175
 ME2499'FEET NORTH OF THE CENTER OF AN ENTRANCE DRIVE, 95
 ME2499'FEET EAST OF THE CENTER OF U.S. HIGHWAY 41, 48 FEET
 ME2499'EAST OF THE CENTER OF A DRAINAGE
 ME2499'DITCH AND 43 FEET SOUTHEAST OF A TELEPHONE POLE.  THE MARK IS FLUSH
 ME2499'AND THE DISK IS STAMPED CO-OP
 ME2499'1952.
 ME2499'
 ME2499'REFERENCE MARK NO. 1 IS 4 FEET SOUTH OF A TELEPHONE POLE.  THE MARK
 ME2499'PROJECTS 3 INCHES AND THE
 ME2499'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
 ME2499'WHITE WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 ME2499'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
 ME2499'ENTRANCE DRIVE AND 6 FEET NORTH OF THE NORTHWEST CORNER OF A FRAME
 ME2499'BUILDING.  THE MARK IS FLUSH AND THE
 ME2499'DISK IS STAMPED CO-OP 1952.
 ME2499'
 ME2499'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON U.S. HIGHWAY
 ME2499'41 FOR 0.15 MILE TO THE MARK
 ME2499'ON THE LEFT AS DESCRIBED.
 ME2499'
 ME2499'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA1510 ***********************************************************************
 HA1510  DESIGNATION -  COAL
 HA1510  PID         -  HA1510
 HA1510  STATE/COUNTY-  IN/SPENCER
 HA1510  USGS QUAD   -  ROCKPORT (1982)
 HA1510
 HA1510                         *CURRENT SURVEY CONTROL
 HA1510  ___________________________________________________________________
 HA1510* NAD 83(1997)-  37 56 36.98491(N)    087 04 18.31133(W)     ADJUSTED  
 HA1510* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 HA1510  ___________________________________________________________________
 HA1510  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 HA1510  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 HA1510
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1510
 HA1510.The geoid height was determined by GEOID03.
 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     -   0.99997447  x   0.99996668  =   0.99994115
 HA1510!UTM  16      -   0.99997447  x   0.99960049  =   0.99957497
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1510.See file dsdata.txt to determine how the superseded data were derived.
 HA1510
 HA1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG9369599561(NAD 83)
 HA1510_MARKER: DS = TRIANGULATION STATION DISK
 HA1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1510
 HA1510  HISTORY     - Date     Condition        Report By
 HA1510  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1786 ***********************************************************************
 KA1786  DESIGNATION -  COALMONT
 KA1786  PID         -  KA1786
 KA1786  STATE/COUNTY-  IN/CLAY
 KA1786  USGS QUAD   -  SALINE CITY (1983)
 KA1786
 KA1786                         *CURRENT SURVEY CONTROL
 KA1786  ___________________________________________________________________
 KA1786* NAD 83(1997)-  39 15 15.37972(N)    087 13 51.89104(W)     ADJUSTED  
 KA1786* NAVD 88     -       195.     (meters)     640.     (feet)  SCALED    
 KA1786  ___________________________________________________________________
 KA1786  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 KA1786  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KA1786
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1786
 KA1786.The geoid height was determined by GEOID03.
 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     -   0.99997453  x   0.99996867  =   0.99994320
 KA1786!UTM  16      -   0.99997453  x   0.99960489  =   0.99957943
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1786.See file dsdata.txt to determine how the superseded data were derived.
 KA1786
 KA1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8006245019(NAD 83)
 KA1786_MARKER: DS = TRIANGULATION STATION DISK
 KA1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2258 ***********************************************************************
 HZ2258  DESIGNATION -  COB
 HZ2258  PID         -  HZ2258
 HZ2258  STATE/COUNTY-  IN/HARRISON
 HZ2258  USGS QUAD   -  LANESVILLE (1993)
 HZ2258
 HZ2258                         *CURRENT SURVEY CONTROL
 HZ2258  ___________________________________________________________________
 HZ2258* NAD 83(1997)-  38 11 58.05472(N)    085 58 52.24084(W)     ADJUSTED  
 HZ2258* NAVD 88     -       266.     (meters)     873.     (feet)  SCALED    
 HZ2258  ___________________________________________________________________
 HZ2258  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 HZ2258  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 HZ2258
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2258
 HZ2258.The geoid height was determined by GEOID03.
 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     -   0.99996347  x   0.99997601  =   0.99993948
 HZ2258!UTM  16      -   0.99996347  x   0.99969801  =   0.99966149
 HZ2258
 HZ2258|---------------------------------------------------------------------|
 HZ2258| PID    Reference Object                     Distance      Geod. Az  |
 HZ2258|                                                           dddmmss.s |
 HZ2258| HZ2260 IND 874 USGS 1947                     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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2258.See file dsdata.txt to determine how the superseded data were derived.
 HZ2258
 HZ2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8920828436(NAD 83)
 HZ2258_MARKER: DS = TRIANGULATION STATION DISK
 HZ2258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2200 ***********************************************************************
 ME2200  DESIGNATION -  COBUS
 ME2200  PID         -  ME2200
 ME2200  STATE/COUNTY-  IN/ST JOSEPH
 ME2200  USGS QUAD   -  OSCEOLA (1994)
 ME2200
 ME2200                         *CURRENT SURVEY CONTROL
 ME2200  ___________________________________________________________________
 ME2200* NAD 83(1997)-  41 40 54.40636(N)    086 03 41.97690(W)     ADJUSTED  
 ME2200* NAVD 88     -       228.79   (+/-2cm)     750.6    (feet)  VERTCON   
 ME2200  ___________________________________________________________________
 ME2200  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 ME2200  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME2200
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2200
 ME2200.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2200
 ME2200.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 (07/19/86)  228.92   (m)          751.0    (f) LEVELING    3  
 ME2200
 ME2200.Superseded values are not recommended for survey control.
 ME2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2200.See file dsdata.txt to determine how the superseded data were derived.
 ME2200
 ME2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM7809714871(NAD 83)
 ME2200_MARKER: DS = TRIANGULATION STATION DISK
 ME2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2200_STAMPING: COBUS 1952
 ME2200_MARK LOGO: CGS   
 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
 ME2200'HIGHWAY 219 AND ON THE HIGHWAY RIGHT-OF-WAY.  IT IS SET IN A SMALL
 ME2200'TRIANGLE FORMED BY HIGHWAY 219 AND A
 ME2200'PAVED T-ROAD, WEST, 0.15 MILE NORTH OF A BRIDGE OVER THE
 ME2200'ST. JOSEPH RIVER, 84 FEET WEST OF THE
 ME2200'INTERSECTION OF HIGHWAY 219 AND THE PAVED T-ROAD,
 ME2200'56 FEET SOUTH OF THE CENTER OF THE T-ROAD AND 34 FEET
 ME2200'SOUTH OF A WHITE WITNESS POST AND A
 ME2200'POWER LINE POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED COBUS
 ME2200'1952.
 ME2200'
 ME2200'REFERENCE MARK NO. 1 IS 110 FEET WEST OF THE CENTER OF THE HIGHWAY
 ME2200'AND 31 FEET NORTH OF THE
 ME2200'CENTER OF THE T-ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2200'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.
 ME2200'THE MARK IS FLUSH AND THE DISK IS 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
 ME2200'THEATER, 35 FEET EAST OF THE CENTER OF HIGHWAY 219, 2 FEET NORTH OF A
 ME2200'WHITE WITNESS POST AND 1 FOOT
 ME2200'SOUTH OF A TELEPHONE POLE.  THE MARK IS FLUSH AND THE DISK IS
 ME2200'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
 ME2200'OF MISHAWAKA, GO NORTH ON HIGHWAY 219 FOR 1.15 MILE TO THE STATION ON
 ME2200'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'$
 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
 ME2200'OF SIGHT TO THE
 ME2200'AZIMUTH MARK IS OBSTRUCTED BY TREES.  THE DISTANCE TO
 ME2200'THE REFERENCE MARKS CHECKED AS DID
 ME2200'THE DIRECTION BETWEEN THEM.  A NEW
 ME2200'DESCRIPTION FOLLOWS-
 ME2200'
 ME2200'THE STATION IS LOCATED ABOUT 5 MILES EAST OF MISHAWAKA, 76 FEET
 ME2200'WEST OF THE
 ME2200'CENTERLINE OF STATE HIGHWAY 218, 33 FEET SOUTH OF A POWER POLE, 56
 ME2200'FEET SOUTHEAST OF THE CENTERLINE
 ME2200'OF NORTH BOUND LANE OF
 ME2200'JEFFERSON ROAD, 1 FOOT EAST OF A METAL WITNESS
 ME2200'POST, IN A GRASSY TRIANGLE
 ME2200'FORMED BY THE INTERSECTION OF STATE HIGHWAY 218 AND JEFFERSON
 ME2200'ROAD, 0.45
 ME2200'MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 ME2200'HIGHWAY 218.  THE MONUMENT IS
 ME2200'FLUSH AND THE DISK IS STAMPED COBUS 1952.
 ME2200'
 ME2200'REFERENCE MARK 1 IS 110 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 ME2200'63 FEET NORTHWEST
 ME2200'OF A POWER POLE AND 30 FEET NORTHEAST OF THE
 ME2200'CENTERLINE OF THE SOUTH BOUND LANE
 ME2200'OF JEFFERSON ROAD.  THE MONUMENT IS
 ME2200'FLUSH AND THE DISK IS STAMPED COBUS NO 1 1952.
 ME2200'
 ME2200'REFERENCE MARK 2 IS 28 FEET NORTH OF THE CENTERLINE OF THE NORTH
 ME2200'BOUND LANE AND 1 FOOT SOUTHWEST OF A FENCE.  THE
 ME2200'MONUMENT PROJECTS 3 INCHES 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
 ME2200'CENTERLINE OF STATE HIGHWAY 218, 1 FOOT SOUTH OF A TELEPHONE POLE AND
 ME2200'1 FOOT WEST OF A METAL WITNESS POST.  THE
 ME2200'MONUMENT IS FLUSH AND THE DISK IS STAMPED 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).
 ME2200'
 ME2200'COBUS NO. 1 1952 FOUND AS DESCRIBED.
 ME2200'
 ME2200'COBUS NO. 2 1952 FOUND AS DESCRIBED.
 ME2200'
 ME2200'AZIMUTH MARK FOUND AS DESCRIBED.
 ME2200'
 ME2200'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES WEST OF ELKHART,
 ME2200'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
 ME2200'WEST 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
 ME2200'OF JEFFERSON ROAD, IN GRASSY TRIANGLE FORMED BY INTERSECTION OF
 ME2200'STATE HIGHWAY 219 AND JEFFERSON ROAD, 0.45 MILES SOUTH OF THE
 ME2200'JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY 219.  MONUMENT IS
 ME2200'FLUSH WITH GROUND 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.
 ME2200'THE 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.  THE STATION
 ME2200'IS A STANDARD NGS DISK STAMPED,---COBUS 1952---, SET INTO THE TOP OF A
 ME2200'SQUARE CONCRETE MONUMENT, 10 INCHES, 25 CM IN DIAMETER, FLUSH, WITH
 ME2200'GROUND.  THE STATION IS LOCATED 23.165 METERS (76.001 FT) WEST FROM
 ME2200'THE CENTERLINE OF STATE ROUTE 219, 14.326 METERS (47.001 FT) NORTH
 ME2200'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.  REFERENCE MARK NO 2 IS A STANDARD NGS DISK
 ME2200'STAMPED,---COBUS NO 2 1952---, SET INTO THE TOP OF A SQUARE CONCRETE
 ME2200'MONUMENT, 10 INCHES, 25 CM IN DIAMETER, PROJECTING, 2 INCHES, 6 CM
 ME2200'ABOVE THE GROUND.  THE STATION IS LOCATED 8.382 METERS (27.500 FT)
 ME2200'NORTHWEST FROM THE CENTERLINE OF THE NORTH EXIT ROAD FOR JEFFERSON
 ME2200'ROAD, 0.305 METERS (1.001 FT) SOUTH FROM A FENCE, 0.305 METERS (1.001
 ME2200'FT) SOUTH FROM A WITNESS POST, 0.2 METERS (0.7 FT) HIGHER THAN THE
 ME2200'STATION.  REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED,---COBUS
 ME2200'1952 NO 3 1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10
 ME2200'INCHES, 25 CM IN DIAMETER, FLUSH, WITH GROUND. THE STATION IS LOCATED
 ME2200'7.620 METERS (25.000 FT) EAST-NORTHEAST FROM THE UTILITY POLE, 0.46
 ME2200'METERS (1.51 FT) SOUTH FROM THE EAST END OF THE UTILITY POLE GUY
 ME2200'WIRES, 10.058 METERS (32.999 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 ME2200'NORTH ENTRANCE LANE TO JEFFFERSON ROAD AND 0.305 METERS (1.001 FT)
 ME2200'SOUTH FROM A WITNESS POST AND 0.2 METERS (0.7 FT) HIGHER THAN THE
 ME2200'STATION.  AZIMUTH MARK NO 1 IS A STANDARD, NGS, DISK STAMPED,---COBUS
 ME2200'1952---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 10 INCHES, 25
 ME2200'CM IN DIAMETER, FLUSH, WITH GROUND. THE STATION IS LOCATED 18.898
 ME2200'METERS (62.001 FT) SOUTH FROM THE CENTERLINE OF THE SOUTH ENTRANCE OF
 ME2200'A 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.  TO REACH THE AZIMUTH MARK FROM THE STATION
 ME2200'CONTINUE NORTH ON HIGHWAY 219 FOR 0.25 MILES (0.40 KM) TO MARK ON
 ME2200'RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0665 ***********************************************************************
 MD0665  DESIGNATION -  COESSE
 MD0665  PID         -  MD0665
 MD0665  STATE/COUNTY-  IN/WHITLEY
 MD0665  USGS QUAD   -  COLUMBIA CITY (1981)
 MD0665
 MD0665                         *CURRENT SURVEY CONTROL
 MD0665  ___________________________________________________________________
 MD0665* NAD 83(1997)-  41 08 23.33077(N)    085 23 52.47135(W)     ADJUSTED  
 MD0665* NAVD 88     -       264.060  (meters)     866.34   (feet)  ADJUSTED  
 MD0665  ___________________________________________________________________
 MD0665  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 MD0665  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 MD0665  DYNAMIC HT  -         263.959 (meters)     866.01  (feet)  COMP
 MD0665  MODELED GRAV-     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
 MD0665.and adjusted by the National Geodetic Survey in June 1991..
 MD0665.WARNING-Repeat measurements at this control monument indicate possible
 MD0665.vertical movement.
 MD0665
 MD0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0665
 MD0665.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996373  x   0.99997293  =   0.99993667
 MD0665!UTM  16      -   0.99996373  x   0.99982250  =   0.99978624
 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
 MD0665.Superseded values are not recommended for survey control.
 MD0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0665.See file dsdata.txt to determine how the superseded data were derived.
 MD0665
 MD0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3445655515(NAD 83)
 MD0665_MARKER: DE = TRAVERSE STATION DISK
 MD0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0665_SP_SET: CONCRETE POST
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 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  USGS QUAD   -  EDINBURGH (1993)
 AE8493
 AE8493                         *CURRENT SURVEY CONTROL
 AE8493  ___________________________________________________________________
 AE8493* NAD 83(1997)-  39 15 09.53654(N)    085 53 50.27858(W)     ADJUSTED  
 AE8493* NAVD 88     -       198.45   (meters)     651.1    (feet)  GPS OBS   
 AE8493  ___________________________________________________________________
 AE8493  X           -     353,841.364 (meters)                     COMP
 AE8493  Y           -  -4,933,081.361 (meters)                     COMP
 AE8493  Z           -   4,014,180.037 (meters)                     COMP
 AE8493  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 AE8493  ELLIP HEIGHT-         164.64  (meters)          (04/10/98) GPS OBS
 AE8493  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 AE8493
 AE8493  HORZ ORDER  -  B
 AE8493  ELLP ORDER  -  FOURTH    CLASS I
 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 April 1998..
 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 NAVD 88 network.
 AE8493
 AE8493.Photographs are available 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 DEFLEC99 derived deflections.
 AE8493
 AE8493.The ellipsoidal height was determined by GPS observations
 AE8493.and is referenced to NAD 83.
 AE8493
 AE8493.The geoid height was determined by GEOID03.
 AE8493
 AE8493;                    North         East     Units Scale Factor Converg.
 AE8493;SPC IN E     -   444,569.273    80,092.997   MT  0.99997154   -0 08 45.4
 AE8493;SPC IN E     - 1,458,557.69    262,771.77   sFT  0.99997154   -0 08 45.4
 AE8493;UTM  16      - 4,345,393.288   595,145.440   MT  0.99971146   +0 41 52.0
 AE8493
 AE8493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8493!SPC IN E     -   0.99997417  x   0.99997154  =   0.99994571
 AE8493!UTM  16      -   0.99997417  x   0.99971146  =   0.99968564
 AE8493
 AE8493                          SUPERSEDED SURVEY CONTROL
 AE8493
 AE8493.No superseded survey control is available for this station.
 AE8493
 AE8493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9514545393(NAD 83)
 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 - 2002
 AE8493
 AE8493  HISTORY     - Date     Condition        Report By
 AE8493  HISTORY     - 1997     MONUMENTED       SEC
 AE8493  HISTORY     - 20010501 GOOD             WOOLPT
 AE8493  HISTORY     - 2002     GOOD             NGS
 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' 
 AE8493'
 AE8493
 AE8493                          STATION RECOVERY (2002)
 AE8493
 AE8493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AE8493'RECOVERED AS DESCRIBED.
 AE8493'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2149 ***********************************************************************
 LA2149  DESIGNATION -  COLE
 LA2149  PID         -  LA2149
 LA2149  STATE/COUNTY-  IN/GRANT
 LA2149  USGS QUAD   -  POINT ISABEL (1994)
 LA2149
 LA2149                         *CURRENT SURVEY CONTROL
 LA2149  ___________________________________________________________________
 LA2149* NAD 83(1997)-  40 28 47.13171(N)    085 45 25.15478(W)     ADJUSTED  
 LA2149* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 LA2149  ___________________________________________________________________
 LA2149  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 LA2149  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LA2149
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2149
 LA2149.The geoid height was determined by GEOID03.
 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  =   0.99993138
 LA2149!UTM  16      -   0.99996399  x   0.99973664  =   0.99970064
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2149.See file dsdata.txt to determine how the superseded data were derived.
 LA2149
 LA2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK0535881750(NAD 83)
 LA2149_MARKER: DS = TRIANGULATION STATION DISK
 LA2149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 LA2149'AND 7 MILES SOUTHWEST OF MARION ON THE PROPERTY OF MR. JOSEPH DRAPER.
 LA2149'IT IS 35 FEET SOUTH OF THE CENTER
 LA2149'OF U.S. HIGHWAY NO. 35 AND STATE HIGHWAY NO. 22, 6 FEET NORTH
 LA2149'OF A FENCELINE AND 4 FEET WEST OF A WHITE
 LA2149'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND
 LA2149'THE DISK IS STAMPED COLE 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
 LA2149'HIGHWAYS AND 1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS 3 INCHES
 LA2149'AND THE DISK IS STAMPED COLE NO 1
 LA2149'1948.
 LA2149'
 LA2149'REFERENCE MARK NO. 2 IS 106.48 FEET NORTHWEST OF THE STATION.  IT IS
 LA2149'33 FEET NORTH OF THE CENTER OF
 LA2149'HIGHWAYS.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED COLE NO
 LA2149'2 1948.
 LA2149'
 LA2149'THE AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION.  IT IS 43 FEET
 LA2149'SOUTH OF THE CENTER OF
 LA2149'HIGHWAYS, 4 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A
 LA2149'FENCE LINE.  THE MARK PROJECTS 6
 LA2149'INCHES AND THE 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
 LA2149'MARION, GO SOUTHWEST ON STATE HIGHWAY NO. 37 FOR 2.4 MILES TO THE
 LA2149'JUNCTION OF U.S. HIGHWAY NO. 35
 LA2149'AND STATE HIGHWAY NO. 22, TURN RIGHT ON U.S. HIGHWAY
 LA2149'NO. 35 AND STATE HIGHWAY NO. 22 AND GO WEST FOR
 LA2149'2.05 MILES TO THE AZIMUTH MARK ON THE
 LA2149'LEFT, CONTINUE FOR 0.25 MILE TO THE STATION ON THE LEFT AS
 LA2149'DESCRIBED.
 LA2149'
 LA2149'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1987 ***********************************************************************
 JA1987  DESIGNATION -  COLES
 JA1987  PID         -  JA1987
 JA1987  STATE/COUNTY-  IN/WARRICK
 JA1987  USGS QUAD   -  DE GONIA SPRINGS (1977)
 JA1987
 JA1987                         *CURRENT SURVEY CONTROL
 JA1987  ___________________________________________________________________
 JA1987* NAD 83(1997)-  38 06 29.49992(N)    087 07 53.10890(W)     ADJUSTED  
 JA1987* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 JA1987  ___________________________________________________________________
 JA1987  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 JA1987  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JA1987
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1987
 JA1987.The geoid height was determined by GEOID03.
 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     -   0.99997749  x   0.99996689  =   0.99994439
 JA1987!UTM  16      -   0.99997749  x   0.99960163  =   0.99957913
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1987.See file dsdata.txt to determine how the superseded data were derived.
 JA1987
 JA1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8847917828(NAD 83)
 JA1987_MARKER: DS = TRIANGULATION STATION DISK
 JA1987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1987'TENNYSON.  THE STATION MARK IS ON THE HIGHEST
 JA1987'POINT OF LAND, 6 FEET SOUTH OF A
 JA1987'WHITE WITNESS POST, AT THE END OF A
 JA1987'WOODS TRAIL.  THE MARK PROJECTS 6 INCHES AND THE
 JA1987'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
 JA1987'PROJECTS 3 INCHES AND THE DISK IS STAMPED 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
 JA1987'NO 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
 JA1987'AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 JA1987'PROJECTS 6 INCHES AND THE DISK IS
 JA1987'STAMPED COLES 1946.
 JA1987'
 JA1987'TO REACH FORM THE TENNYSON NATIONAL BANK, IN TENNYSON, GO NORTH ON
 JA1987'STATE HIGHWAY 161 FOR
 JA1987'0.05 MILE, TURN LEFT AND GO 0.7 MILE TO A CROSS ROAD,
 JA1987'TURN RIGHT AND GO 1.2 MILE TO A
 JA1987'T-ROAD, TURN LEFT AND GO 0.25 MILE,
 JA1987'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
 JA1987'WOODS TRAIL,
 JA1987'FOLLOW TRAIL TO THE TOP OF THE SOUTHWEST BUTTE, THEN TURN VERY
 JA1987'SHARP LEFT ON ANOTHER
 JA1987'TRAIL WHICH LEADS FROM THE SOUTHWEST BUTTE TO
 JA1987'THE NORTHEAST BUTTE.  GO ABOUT 0.2 MILE
 JA1987'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 = OCTOBER  6, 2006
 ME2554 ***********************************************************************
 ME2554  DESIGNATION -  COLFAX
 ME2554  PID         -  ME2554
 ME2554  STATE/COUNTY-  IN/NEWTON
 ME2554  USGS QUAD   -  FAIR OAKS (1980)
 ME2554
 ME2554                         *CURRENT SURVEY CONTROL
 ME2554  ___________________________________________________________________
 ME2554* NAD 83(1997)-  41 03 09.20274(N)    087 21 58.07067(W)     ADJUSTED  
 ME2554* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 ME2554  ___________________________________________________________________
 ME2554  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 ME2554  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 ME2554
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2554
 ME2554.The geoid height was determined by GEOID03.
 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     -   0.99997247  x   0.99997362  =   0.99994609
 ME2554!UTM  16      -   0.99997247  x   0.99961165  =   0.99958413
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2554.See file dsdata.txt to determine how the superseded data were derived.
 ME2554
 ME2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6923244656(NAD 83)
 ME2554_MARKER: DS = TRIANGULATION STATION DISK
 ME2554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2554'MAJOR RAFFERTY.  IT IS ABOUT 0.15 MILE NORTHEAST OF THE FARM
 ME2554'BUILDINGS, 121 FEET NORTH OF THE
 ME2554'CENTER OF A FARM ROAD, 28 FEET SOUTHEAST OF A WINDMILL, 25 FEET
 ME2554'EAST OF A CONCRETE STORAGE TANK AND 18
 ME2554'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
 ME2554'IS FLUSH AND THE DISK IS
 ME2554'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
 ME2554'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
 ME2554'FOOT NORTH OF A POWER POLE AND 1 FOOT EAST OF A FENCE.  THE MARK
 ME2554'PROJECTS ABOUT 4 INCHES AND THE DISK
 ME2554'IS STAMPED 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
 ME2554'ON HIGHWAY 14 FOR 3.0 MILES TO A GRAVEL CROSSROAD.  TURN LEFT AND GO
 ME2554'NORTH ON GRAVEL ROAD FOR 1.4 MILES
 ME2554'TO A CROSSROAD.  TURN RIGHT AND GO EAST FOR 1.1
 ME2554'MILES TO A T-ROAD INTERSECTION.  TURN LEFT AND GO
 ME2554'NORTH FOR 0.8 MILE TO THE AZIMUTH
 ME2554'MARK ON THE LEFT AS DESCRIBED.  CONTINUE NORTH FOR 0.1 MILE TO A
 ME2554'DRIVEWAY RIGHT TO THE FARM
 ME2554'BUILDINGS.  TURN RIGHT AND GO EAST FOR 0.1 MILE TO THE EAST SIDE OF
 ME2554'FARM BUILDINGS.  PASS THROUGH TWO
 ME2554'GATES AND GO NORTHEAST ON FARM ROAD FOR 0.15 MILE TO THE WINDMILL AND
 ME2554'STORAGE TANK AND THE STATION AS
 ME2554'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
 ME2554'IN GOOD CONDITION.
 ME2554'REFERENCE MARK 1 NOW PROJECTS 18 INCHES AND IT IS
 ME2554'THOUGHT THAT IT MAY BE KNOCKED OUT IN
 ME2554'THE FUTURE BY CATTLE AND THE
 ME2554'SAND BLOWING OUT FROM AROUND IT.  REFERENCE MARK 3 SET.
 ME2554'THE AZIMUTH MARK IS
 ME2554'OBSTRUCTED BY A TREE IN FARM YARD.  THE DISTANCE TO THE REFERENCE
 ME2554'MARKS CHECKED AND THE
 ME2554'DIRECTION BETWEEN THEM CHECKED.  THE DESCRIPTION
 ME2554'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
 ME2554'SOUTHWEST OF THE
 ME2554'INTERSECTION OF THE ROAD AND A DRIVEWAY EAST, 1 FOOT NORTH
 ME2554'OF A METAL WITNESS POST
 ME2554'AND PROJECTS 12 INCHES.
 ME2554'
 ME2554'REFERENCE MARK 3 IS 19 FEET SOUTH OF THE SOUTHEAST LEG OF THE
 ME2554'WINDMILL, 8 FEET
 ME2554'EAST OF THE SOUTHEAST CORNER OF THE CONCRETE TANK, 1 FOOT
 ME2554'NORTH OF A METAL WITNESS
 ME2554'POST AND 1 FOOT EAST OF A FENCE.  THE MONUMENT
 ME2554'IS FLUSH AND THE DISK IS STAMPED COLFAX
 ME2554'1952 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 = OCTOBER  6, 2006
 LB2566 ***********************************************************************
 LB2566  DESIGNATION -  COLFAX MUNICIPAL TANK
 LB2566  PID         -  LB2566
 LB2566  STATE/COUNTY-  IN/CLINTON
 LB2566  USGS QUAD   -  COLFAX (1980)
 LB2566
 LB2566                         *CURRENT SURVEY CONTROL
 LB2566  ___________________________________________________________________
 LB2566* NAD 83(1997)-  40 11 37.36356(N)    086 39 58.43642(W)     ADJUSTED  
 LB2566* NAVD 88     -                                                        
 LB2566  ___________________________________________________________________
 LB2566  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 LB2566  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 LB2566
 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
 LB2566.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2566
 LB2566.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2566
 LB2566  NAD 83(1986)-  40 11 37.37035(N)    086 39 58.44902(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2566.See file dsdata.txt to determine how the superseded data were derived.
 LB2566
 LB2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2841049311(NAD 83)
 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 = OCTOBER  6, 2006
 JZ1231 ***********************************************************************
 JZ1231  DESIGNATION -  COLLEGE
 JZ1231  PID         -  JZ1231
 JZ1231  STATE/COUNTY-  IN/WAYNE
 JZ1231  USGS QUAD   -  RICHMOND (1981)
 JZ1231
 JZ1231                         *CURRENT SURVEY CONTROL
 JZ1231  ___________________________________________________________________
 JZ1231* NAD 83(1986)-  39 49 27.     (N)    084 54 52.     (W)     SCALED    
 JZ1231* NAVD 88     -       298.947  (meters)     980.80   (feet)  ADJUSTED  
 JZ1231  ___________________________________________________________________
 JZ1231  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JZ1231  DYNAMIC HT  -         298.774 (meters)     980.23  (feet)  COMP
 JZ1231  MODELED GRAV-     980,040.0   (mgal)                       NAVD 88
 JZ1231
 JZ1231  VERT ORDER  -  SECOND    CLASS 0
 JZ1231
 JZ1231.The horizontal coordinates were scaled from a topographic map and have
 JZ1231.an estimated accuracy of +/- 6 seconds.
 JZ1231
 JZ1231.The orthometric height was determined by differential leveling
 JZ1231.and adjusted by the National Geodetic Survey in June 1991..
 JZ1231
 JZ1231.The geoid height was determined by GEOID03.
 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     -   508,270.      164,400.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1231.See file dsdata.txt to determine how the superseded data were derived.
 JZ1231
 JZ1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK784103(NAD 83)
 JZ1231_MARKER: DB = BENCH MARK DISK
 JZ1231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1231_SP_SET: FOOTING
 JZ1231_STAMPING: COLLEGE 1936
 JZ1231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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             NGS
 JZ1231  HISTORY     - 20021128 GOOD             GEOCAC
 JZ1231
 JZ1231                          STATION DESCRIPTION
 JZ1231
 JZ1231'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0680 ***********************************************************************
 MD0680  DESIGNATION -  COLUMBIA
 MD0680  PID         -  MD0680
 MD0680  STATE/COUNTY-  IN/WHITLEY
 MD0680  USGS QUAD   -  COLUMBIA CITY (1981)
 MD0680
 MD0680                         *CURRENT SURVEY CONTROL
 MD0680  ___________________________________________________________________
 MD0680* NAD 83(1997)-  41 09 25.79499(N)    085 29 48.42235(W)     ADJUSTED  
 MD0680* NAVD 88     -       265.836  (meters)     872.16   (feet)  ADJUSTED  
 MD0680  ___________________________________________________________________
 MD0680  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 MD0680  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MD0680  DYNAMIC HT  -         265.733 (meters)     871.83  (feet)  COMP
 MD0680  MODELED GRAV-     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
 MD0680.and adjusted by the National Geodetic Survey in April 1995..
 MD0680
 MD0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0680
 MD0680.The geoid height was determined by GEOID03.
 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;                    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  =   0.99975926
 MD0680
 MD0680|---------------------------------------------------------------------|
 MD0680| PID    Reference Object                     Distance      Geod. Az  |
 MD0680|                                                           dddmmss.s |
 MD0680| MD0679 COLUMBIA RM 1                        37.112 METERS 00651     |
 MD0680| MD1618 NOBLE                               APPROX.14.8 KM 0281845.1 |
 MD0680| MD0682 COLUMBIA RM 2                        32.392 METERS 10328     |
 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) UNKNOWN     1 1
 MD0680  NGVD 29 (01/19/93)  265.985  (m)          872.65   (f) ADJUSTED    1 1
 MD0680
 MD0680.Superseded values are not recommended for survey control.
 MD0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0680.See file dsdata.txt to determine how the superseded data were derived.
 MD0680
 MD0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2612457293(NAD 83)
 MD0680_MARKER: DS = TRIANGULATION STATION DISK
 MD0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0680_SP_SET: CONCRETE POST
 MD0680_STAMPING: COLUMBIA 1946
 MD0680_MARK LOGO: CGS   
 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     SEE DESCRIPTION  CGS
 MD0680  HISTORY     - 1966     SEE DESCRIPTION  CGS
 MD0680  HISTORY     - 1968     SEE DESCRIPTION  CGS
 MD0680  HISTORY     - 1968     GOOD             NGS
 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
 MD0680'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 30, 13 FEET NORTH OF A GUARD
 MD0680'FENCE, AND 20 FEET EAST OF A GUARD
 MD0680'FENCE.  THE 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
 MD0680'FEET EAST OF THE PARK GATE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 MD0680'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
 MD0680'U.S. HIGHWAY 30 AND 1 FOOT NORTH OF A GUARD FENCE.  THE MARK PROJECTS
 MD0680'3 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
 MD0680'INTERSECTION OF A T-ROAD AND 4 FEET EAST OF A WITNESS POST.  THE MARK
 MD0680'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
 MD0680'CENTERLINE OF U.S. HIGHWAY 30, AND 5 FEET EAST OF A CYCLONE FENCE
 MD0680'CORNER.  IT IS A STANDARD U.S.C. AND
 MD0680'G.S BENCH MARK, PROJECTING 2 INCHES AND THE DISK IS STAMPED
 MD0680'M 196 1946.
 MD0680'
 MD0680'TO REACH THE STATION FROM THE WHITLEY COUNTY COURTHOUSE IN COLUMBIA
 MD0680'CITY, GO WEST U.S. HIGHWAY 30
 MD0680'FOR 0.4 MILE TO THE ENTRANCE OF THE CITY PARK AND STATION ON RIGHT AS
 MD0680'DESCRIBED.
 MD0680'
 MD0680'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON A MACADAM
 MD0680'ROAD TO A T-ROAD
 MD0680'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
 MD0680'196 MAY APPARENTLY HAVE BEEN DISTURBED, AND AZIMUTH MARK WAS NOT
 MD0680'FOUND.
 MD0680'
 MD0680'ABOUT 0.4 MILE W ALONG VAN BUREN STREET FROM NW CORNER OF THE
 MD0680'COURTHOUSE SQUARE IN COLUMBIA
 MD0680'CITY, IN THE SW CORNER OF THE PARKING LOT ON THE HILL IN JOHN W.
 MD0680'BAKER MEMORIAL CITY PARK, 57 FEET N
 MD0680'OF CENTER LINE OF THE 36-FOOT PAVEMENT OF STREET, 12 FEET N OF A
 MD0680'POSTS ONLY GUARD FENCE, ABOUT 4.3 FEET
 MD0680'HIGHER THAN STREET, 162 FEET W OF CENTER LINE OF DRIVEWAY
 MD0680'OR STREET ON E SIDE OF PARK, STANDARD DISKS STAMPED
 MD0680'COLUMBIA 1946 IN NOTES 1A AND 7A MARKS
 MD0680'WITH THE UPPER MARK 0.1 FOOT UNDERGROUND.
 MD0680'
 MD0680'REFERENCE STAMPED COLUMBIA NO. 1 1946, NOTE 11A, PROJECTS 0.1 FOOT,
 MD0680'IS 121.70 FEET OR 37.094 METERS N
 MD0680'IN AZIMUTH 186 DEG 51 MIN FROM STATION, 34.7 FEET E OF E SIDE OF S
 MD0680'ONE OF TWO 2-1/2-FOOT-SQUARE STONE MASONRY
 MD0680'LAMP-GATEPOSTS, 8 FEET S OF CENTER LINE OF WALKWAY, AND IN
 MD0680'THE LINE OF A POSTS-ONLY GUARD FENCE.
 MD0680'
 MD0680'REFERENCE STAMPED COLUMBIA NO. 2 1946, NOTE 11A, PROJECTS 0.2 FOOT,
 MD0680'IS 106.28 FEET OR 32.394 METERS E
 MD0680'IN AZIMUTH 283 DEG 27 MIN FROM STATION, 39 FEET N OF CENTER LINE OF
 MD0680'VAN BUREN ST., AND 56 FEET W OF CENTER LINE OF
 MD0680'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
 MD0680'FROM STATION, 35 FEET SSW OF HERE SLIGHTLY NARROWED 34-FOOT PAVEMENT,
 MD0680'10.3 FEET NNW OF NE CORNER OF CYCLONE
 MD0680'FENCE AROUND TENNIS COURTS, 4.5 FEET W OF PROJECTED LINE
 MD0680'OF FENCE FROM THE S, CHIPPED ON TOP AND APPARENTLY
 MD0680'TILTED SLIGHTLY 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
 MD0680'WERE RECOVERED AS
 MD0680'PREVIOUSLY DESCRIBED AND FOUND IN GOOD CONDITION.
 MD0680'BENCH MARK M 196 1946 WAS FOUND
 MD0680'DISTURBED, IT IS 10 FEET NORTHWEST
 MD0680'OF THE NORTHEAST CORNER OF A CYCLONE FENCE.  THE
 MD0680'AZIMUTH MARK WAS NOT
 MD0680'RECOVERED AND WAS ASSUMED THE MARK WAS DESTROYED WHEN ROAD WAS
 MD0680'WIDENED.  NO OBJECTS
 MD0680'WERE VISIBLE FROM THE STATION SO A NEW AZIMUTH MARK COULD
 MD0680'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.
 MD0680'THE AZIMUTH MARK WAS NOT RECOVERED AT THIS DATE.
 MD0680'
 MD0680'THE STATION LOCATED AT COLUMBIA CITY, AT THE EAST END OF THE
 MD0680'JOHN W BAKER
 MD0680'MEMORIAL PARK, THE STATION MAY BE REACHED BY GOING
 MD0680'0.4 MILE WEST ALONG VAN BUREN
 MD0680'STREET FROM THE COURTHOUSE, ABOUT 120
 MD0680'YARDS WEST OF THE INTERSECTION OF VAN BUREN AND
 MD0680'OAK STREET, 59 FEET
 MD0680'NORTH OF THE CENTER LINE OF VAN BUREN STREET, 65 FEET SOUTHEAST OF
 MD0680'A METAL POLE
 MD0680'WITH A SWING ATTACHED, 20-1/2 FEET NORTHEAST OF THE FENCE
 MD0680'CORNER AT THE SOUTHEAST CORNER
 MD0680'OF THE PARK, 12 FEET NORTH OF A METAL
 MD0680'WITNESS POST, 6 FEET ABOVE THE LEVEL OF THE
 MD0680'HIGHWAY AND SET IN THE
 MD0680'TOP OF A CONCRETE POST 2 INCHES BELOW THE LEVEL OF THE GROUND.
 MD0680'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
 MD0680'METAL BUILDING WITH A GREEN ROOF, 34.5 FEET EAST OF
 MD0680'THE NORTHEAST CORNER OF TWO LARGE
 MD0680'STONE POST AT ENTRANCE TO PARK,
 MD0680'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 MD0680'ABOVE THE LEVEL
 MD0680'OF THE 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
 MD0680'THE CENTER LINE OF
 MD0680'VAN BUREN STREET, 55-1/2 FEET WEST OF THE CENTER
 MD0680'LINE OF A NARROW STREET LEADING
 MD0680'NORTH, 41 FEET NORTHWEST OF A FIRE
 MD0680'HYDRANT, 1-1/2 FEET NORTH OF A POLE FENCE, 5 FEET
 MD0680'ABOVE THE LEVEL OF
 MD0680'THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 MD0680'ABOVE THE LEVEL
 MD0680'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 NATIONAL 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 = OCTOBER  6, 2006
 MD0679 ***********************************************************************
 MD0679  DESIGNATION -  COLUMBIA RM 1
 MD0679  PID         -  MD0679
 MD0679  STATE/COUNTY-  IN/WHITLEY
 MD0679  USGS QUAD   -  COLUMBIA CITY (1981)
 MD0679
 MD0679                         *CURRENT SURVEY CONTROL
 MD0679  ___________________________________________________________________
 MD0679* NAD 83(1986)-  41 09 26.     (N)    085 29 49.     (W)     SCALED    
 MD0679* NAVD 88     -       265.905  (meters)     872.39   (feet)  ADJUSTED  
 MD0679  ___________________________________________________________________
 MD0679  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MD0679  DYNAMIC HT  -         265.802 (meters)     872.05  (feet)  COMP
 MD0679  MODELED GRAV-     980,228.5   (mgal)                       NAVD 88
 MD0679
 MD0679  VERT ORDER  -  FIRST     CLASS I
 MD0679
 MD0679.The horizontal coordinates were scaled from a topographic map and have
 MD0679.an estimated accuracy of +/- 6 seconds.
 MD0679
 MD0679.The orthometric height was determined by differential leveling
 MD0679.and adjusted by the National Geodetic Survey in April 1995..
 MD0679
 MD0679.The geoid height was determined by GEOID03.
 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     -   656,030.      114,250.      MT  (+/- 180 meters Scaled)
 MD0679
 MD0679                          SUPERSEDED SURVEY CONTROL
 MD0679
 MD0679  NAVD 88 (06/15/91)  265.906  (m)          872.39   (f) UNKNOWN     1 1
 MD0679  NGVD 29 (01/19/93)  266.059  (m)          872.90   (f) ADJUSTED    1 1
 MD0679
 MD0679.Superseded values are not recommended for survey control.
 MD0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0679.See file dsdata.txt to determine how the superseded data were derived.
 MD0679
 MD0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL261572(NAD 83)
 MD0679_MARKER: DR = REFERENCE MARK DISK
 MD0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0679_SP_SET: CONCRETE POST
 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             NGS
 MD0679  HISTORY     - 19921009 GOOD             NGS
 MD0679
 MD0679                          STATION DESCRIPTION
 MD0679
 MD0679'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 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  USGS QUAD   -  COLUMBIA CITY (1981)
 MD0682
 MD0682                         *CURRENT SURVEY CONTROL
 MD0682  ___________________________________________________________________
 MD0682* NAD 83(1997)-  41 09 25.55053(N)    085 29 47.07124(W)     ADJUSTED  
 MD0682* NAVD 88     -       266.455  (meters)     874.19   (feet)  ADJUSTED  
 MD0682  ___________________________________________________________________
 MD0682  X           -     377,634.070 (meters)                     COMP
 MD0682  Y           -  -4,794,453.695 (meters)                     COMP
 MD0682  Z           -   4,175,728.211 (meters)                     COMP
 MD0682  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 MD0682  ELLIP HEIGHT-         233.49  (meters)          (04/10/98) GPS OBS
 MD0682  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MD0682  DYNAMIC HT  -         266.352 (meters)     873.86  (feet)  COMP
 MD0682  MODELED GRAV-     980,228.5   (mgal)                       NAVD 88
 MD0682
 MD0682  HORZ ORDER  -  B
 MD0682  VERT ORDER  -  FIRST     CLASS I
 MD0682  ELLP ORDER  -  FOURTH    CLASS I
 MD0682
 MD0682.The horizontal coordinates were established by GPS observations
 MD0682.and adjusted by the National Geodetic Survey in April 1998..
 MD0682
 MD0682.The orthometric height was determined by differential leveling
 MD0682.and adjusted by the National Geodetic Survey in April 1995..
 MD0682
 MD0682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD0682
 MD0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0682
 MD0682.The ellipsoidal height was determined by GPS observations
 MD0682.and is referenced to NAD 83.
 MD0682
 MD0682.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 MD0682;SPC IN E     -   656,018.103   114,290.148   MT  0.99996918   +0 06 43.4
 MD0682;SPC IN E     - 2,152,286.06    374,966.93   sFT  0.99996918   +0 06 43.4
 MD0682;UTM  16      - 4,557,286.146   626,155.574   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  =   0.99993256
 MD0682!UTM  16      -   0.99996338  x   0.99979587  =   0.99975925
 MD0682
 MD0682                          SUPERSEDED SURVEY CONTROL
 MD0682
 MD0682  NAVD 88 (06/15/91)  266.453  (m)          874.19   (f) UNKNOWN     1 1
 MD0682  NGVD 29 (01/19/93)  266.606  (m)          874.69   (f) ADJUSTED    1 1
 MD0682
 MD0682.Superseded values are not recommended for survey control.
 MD0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0682.See file dsdata.txt to determine how the superseded data were derived.
 MD0682
 MD0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2615657286(NAD 83)
 MD0682_MARKER: DR = REFERENCE MARK DISK
 MD0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0682_SP_SET: CONCRETE POST
 MD0682_STAMPING: COLUMBIA 1946 NO. 2
 MD0682_MARK LOGO: CGS   
 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 - June 19, 2003
 MD0682
 MD0682  HISTORY     - Date     Condition        Report By
 MD0682  HISTORY     - 1946     MONUMENTED       CGS
 MD0682  HISTORY     - 1968     GOOD             NGS
 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
 MD0682                          STATION DESCRIPTION
 MD0682
 MD0682'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3371 ***********************************************************************
 JZ3371  DESIGNATION -  COLUMBUS CTHSE CENTER OF TOWER
 JZ3371  PID         -  JZ3371
 JZ3371  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ3371  USGS QUAD   -  COLUMBUS (1993)
 JZ3371
 JZ3371                         *CURRENT SURVEY CONTROL
 JZ3371  ___________________________________________________________________
 JZ3371* NAD 83(1997)-  39 12 04.24292(N)    085 55 16.63620(W)     ADJUSTED  
 JZ3371* NAVD 88     -                                                        
 JZ3371  ___________________________________________________________________
 JZ3371  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 JZ3371  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JZ3371
 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
 JZ3371.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3371
 JZ3371.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3371
 JZ3371  NAD 83(1993)-  39 12 04.24365(N)    085 55 16.76430(W) AD(       ) 4
 JZ3371  NAD 83(1986)-  39 12 04.24377(N)    085 55 16.77343(W) AD(       ) 4
 JZ3371  NAD 27      -  39 12 04.06300(N)    085 55 16.71700(W) AD(       ) 3
 JZ3371
 JZ3371.Superseded values are not recommended for survey control.
 JZ3371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3371.See file dsdata.txt to determine how the superseded data were derived.
 JZ3371
 JZ3371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9314439656(NAD 83)
 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 = OCTOBER  6, 2006
 JZ3372 ***********************************************************************
 JZ3372  DESIGNATION -  COLUMBUS LUTHERAN CH SPIRE
 JZ3372  PID         -  JZ3372
 JZ3372  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ3372  USGS QUAD   -  COLUMBUS (1993)
 JZ3372
 JZ3372                         *CURRENT SURVEY CONTROL
 JZ3372  ___________________________________________________________________
 JZ3372* NAD 83(1997)-  39 12 20.66473(N)    085 55 10.26362(W)     ADJUSTED  
 JZ3372* NAVD 88     -                                                        
 JZ3372  ___________________________________________________________________
 JZ3372  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 JZ3372  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JZ3372
 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
 JZ3372.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3372
 JZ3372.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3372
 JZ3372  NAD 83(1993)-  39 12 20.67344(N)    085 55 10.39651(W) AD(       ) 4
 JZ3372  NAD 83(1986)-  39 12 20.66941(N)    085 55 10.40230(W) AD(       ) 4
 JZ3372  NAD 27      -  39 12 20.47900(N)    085 55 10.34100(W) AD(       ) 3
 JZ3372
 JZ3372.Superseded values are not recommended for survey control.
 JZ3372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3372.See file dsdata.txt to determine how the superseded data were derived.
 JZ3372
 JZ3372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9329040164(NAD 83)
 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 = OCTOBER  6, 2006
 JZ2090 ***********************************************************************
 JZ2090  DESIGNATION -  COLUMBUS RM 2
 JZ2090  PID         -  JZ2090
 JZ2090  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2090  USGS QUAD   -  COLUMBUS (1993)
 JZ2090
 JZ2090                         *CURRENT SURVEY CONTROL
 JZ2090  ___________________________________________________________________
 JZ2090* NAD 83(1986)-  39 12 16.     (N)    085 55 21.     (W)     SCALED    
 JZ2090* NAVD 88     -       190.91   (meters)     626.3    (feet)  RESET     
 JZ2090  ___________________________________________________________________
 JZ2090  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JZ2090
 JZ2090  VERT ORDER  -  THIRD
 JZ2090
 JZ2090.The horizontal coordinates were scaled from a topographic map and have
 JZ2090.an estimated accuracy of +/- 6 seconds.
 JZ2090
 JZ2090.The orthometric height was computed from unverified reset data.
 JZ2090
 JZ2090.The geoid height was determined by GEOID03.
 JZ2090
 JZ2090;                    North         East    Units  Estimated Accuracy
 JZ2090;SPC IN E     -   439,220.       77,900.      MT  (+/- 180 meters Scaled)
 JZ2090
 JZ2090                          SUPERSEDED SURVEY CONTROL
 JZ2090
 JZ2090  NGVD 29 (??/??/??)  191.03   (m)          626.7    (f) RESET       3  
 JZ2090
 JZ2090.Superseded values are not recommended for survey control.
 JZ2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2090.See file dsdata.txt to determine how the superseded data were derived.
 JZ2090
 JZ2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ930400(NAD 83)
 JZ2090_MARKER: DR = REFERENCE MARK DISK
 JZ2090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2090_SP_SET: SIDEWALK
 JZ2090_STAMPING: COLUMBUS NO 2 1920
 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             NGS
 JZ2090
 JZ2090                          STATION DESCRIPTION
 JZ2090
 JZ2090'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2091 ***********************************************************************
 JZ2091  DESIGNATION -  COLUMBUS RM 3
 JZ2091  PID         -  JZ2091
 JZ2091  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2091  USGS QUAD   -  COLUMBUS (1993)
 JZ2091
 JZ2091                         *CURRENT SURVEY CONTROL
 JZ2091  ___________________________________________________________________
 JZ2091* NAD 83(1986)-  39 12 16.     (N)    085 55 21.     (W)     SCALED    
 JZ2091* NAVD 88     -       191.41   (meters)     628.0    (feet)  RESET     
 JZ2091  ___________________________________________________________________
 JZ2091  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JZ2091
 JZ2091  VERT ORDER  -  THIRD
 JZ2091
 JZ2091.The horizontal coordinates were scaled from a topographic map and have
 JZ2091.an estimated accuracy of +/- 6 seconds.
 JZ2091
 JZ2091.The orthometric height was computed from unverified reset data.
 JZ2091
 JZ2091.The geoid height was determined by GEOID03.
 JZ2091
 JZ2091;                    North         East    Units  Estimated Accuracy
 JZ2091;SPC IN E     -   439,220.       77,900.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2091.See file dsdata.txt to determine how the superseded data were derived.
 JZ2091
 JZ2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ930400(NAD 83)
 JZ2091_MARKER: DR = REFERENCE MARK DISK
 JZ2091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2091_SP_SET: SIDEWALK
 JZ2091_STAMPING: COLUMBUS NO 3 1920
 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             NGS
 JZ2091
 JZ2091                          STATION DESCRIPTION
 JZ2091
 JZ2091'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA2056 ***********************************************************************
 LA2056  DESIGNATION -  COMO
 LA2056  PID         -  LA2056
 LA2056  STATE/COUNTY-  IN/JAY
 LA2056  USGS QUAD   -  BLAINE (1994)
 LA2056
 LA2056                         *CURRENT SURVEY CONTROL
 LA2056  ___________________________________________________________________
 LA2056* NAD 83(1997)-  40 23 31.94654(N)    085 04 27.99010(W)     ADJUSTED  
 LA2056* NAVD 88     -       286.     (meters)     938.     (feet)  SCALED    
 LA2056  ___________________________________________________________________
 LA2056  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 LA2056  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 LA2056
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2056
 LA2056.The geoid height was determined by GEOID03.
 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     -   0.99996044  x   0.99999777  =   0.99995821
 LA2056!UTM  16      -   0.99996044  x   0.99992877  =   0.99988921
 LA2056
 LA2056:                Primary Azimuth Mark                     Grid Az
 LA2056:SPC IN E     -  PORTLAND NAAS CANNING STACK              052 52 38.2
 LA2056:UTM  16      -  PORTLAND NAAS CANNING STACK              052 00 46.8
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2056.See file dsdata.txt to determine how the superseded data were derived.
 LA2056
 LA2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK6342673070(NAD 83)
 LA2056_MARKER: DS = TRIANGULATION STATION DISK
 LA2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2056_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2587 ***********************************************************************
 LB2587  DESIGNATION -  CONCORD
 LB2587  PID         -  LB2587
 LB2587  STATE/COUNTY-  IN/TIPPECANOE
 LB2587  USGS QUAD   -  STOCKWELL (1980)
 LB2587
 LB2587                         *CURRENT SURVEY CONTROL
 LB2587  ___________________________________________________________________
 LB2587* NAD 83(1997)-  40 15 31.14620(N)    086 50 48.87600(W)     ADJUSTED  
 LB2587* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 LB2587  ___________________________________________________________________
 LB2587  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 LB2587  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 LB2587
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2587
 LB2587.The geoid height was determined by GEOID03.
 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     -  L 88                                     092 20 27.9
 LB2587:UTM  16      -  L 88                                     092 23 41.7
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2587.See file dsdata.txt to determine how the superseded data were derived.
 LB2587
 LB2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1301856477(NAD 83)
 LB2587_MARKER: DS = TRIANGULATION STATION DISK
 LB2587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD1824 ***********************************************************************
 MD1824  DESIGNATION -  CONCORD
 MD1824  PID         -  MD1824
 MD1824  STATE/COUNTY-  IN/DE KALB
 MD1824  USGS QUAD   -  SAINT JOE (1994)
 MD1824
 MD1824                         *CURRENT SURVEY CONTROL
 MD1824  ___________________________________________________________________
 MD1824* NAD 83(1997)-  41 21 50.48207(N)    084 58 29.55320(W)     ADJUSTED  
 MD1824* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 MD1824  ___________________________________________________________________
 MD1824  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 MD1824  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 MD1824
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1824
 MD1824.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1824.See file dsdata.txt to determine how the superseded data were derived.
 MD1824
 MD1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6938081147(NAD 83)
 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     SEE DESCRIPTION  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
 MD1824'ON THE NORTH SIDE OF STATE HIGHWAY 8.  IT IS 88 FEET NORTHEAST OF THE
 MD1824'INTERSECTION OF HIGHWAY 8 AND A
 MD1824'GRAVEL CROSSROAD, 39 FEET EAST OF THE CENTER OF THE GRAVEL
 MD1824'ROAD, 37.5 FEET WEST OF THE NORTHWEST CORNER OF
 MD1824'THE CHURCH, 56.9 FEET NORTHWEST OF THE SOUTHWEST
 MD1824'CORNER OF THE CHURCH AND 32 FEET SOUTH OF A FENCE AND WHITE
 MD1824'WITNESS POST.  THE MARK IS FLUSH
 MD1824'AND THE DISK IS STAMPED CONCORD 1947.
 MD1824'
 MD1824'REFERENCE MARK NO. 1 IS 83.85 FEET SOUTHWEST OF THE STATION.  IT IS
 MD1824'52 FEET NORTHWEST OF THE ROAD
 MD1824'INTERSECTION, 41 FEET NORTH OF THE CENTER OF THE HIGHWAY AND 35 FEET
 MD1824'WEST OF THE CENTER OF THE ROAD.  THE
 MD1824'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CONCORD
 MD1824'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
 MD1824'ROAD AND ONE FOOT EAST OF THE FENCE.  THE MARK PROJECTS ABOUT 3
 MD1824'INCHES AND THE DISK IS STAMPED
 MD1824'CONCORD NO 2 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
 MD1824'EAST OF A 15 INCH TWIN ELM TREE AND 4 FEET EAST OF THE WHITE WITNESS
 MD1824'POST.  THE MARK PROJECTS ABOUT 4
 MD1824'INCHES 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
 MD1824'RECOVERER MATERIALLY DIFFERENT FROM ORIGINALS ARE GIVEN BELOW WITH
 MD1824'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
 MD1824'STATION MARK IS 92 FEET NNE OF THE INTERSECTION OF THE CENTER LINES
 MD1824'OF HIGHWAY AND CROSS ROAD.
 MD1824'
 MD1824'REFERENCE MARK NO. 2 IS 103.40 FEET (31.516 METERS) NW OF STATION,
 MD1824'166 FEET N OF CENTER LINE OF
 MD1824'HIGHWAY, AND 1.8 FEET S OF STEEL WITNESS 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,
 MD1824'0.5 FOOT HIGHER THAN SAME, AND 2.0 FEET E OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0631 ***********************************************************************
 MD0631  DESIGNATION -  CONCORDIA AZ MK
 MD0631  PID         -  MD0631
 MD0631  STATE/COUNTY-  IN/ALLEN
 MD0631  USGS QUAD   -  FORT WAYNE EAST (1981)
 MD0631
 MD0631                         *CURRENT SURVEY CONTROL
 MD0631  ___________________________________________________________________
 MD0631* NAD 83(1986)-  41 04 44.     (N)    085 06 54.     (W)     SCALED    
 MD0631* NAVD 88     -       234.588  (meters)     769.64   (feet)  ADJUSTED  
 MD0631  ___________________________________________________________________
 MD0631  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MD0631  DYNAMIC HT  -         234.495 (meters)     769.34  (feet)  COMP
 MD0631  MODELED GRAV-     980,220.6   (mgal)                       NAVD 88
 MD0631
 MD0631  VERT ORDER  -  FIRST     CLASS I
 MD0631
 MD0631.The horizontal coordinates were scaled from a topographic map and have
 MD0631.an estimated accuracy of +/- 6 seconds.
 MD0631
 MD0631.The orthometric height was determined by differential leveling
 MD0631.and adjusted by the National Geodetic Survey in April 1995..
 MD0631
 MD0631.The geoid height was determined by GEOID03.
 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     -   647,470.      146,360.      MT  (+/- 180 meters Scaled)
 MD0631
 MD0631                          SUPERSEDED SURVEY CONTROL
 MD0631
 MD0631  NAVD 88 (06/15/91)  234.591  (m)          769.65   (f) UNKNOWN     1 1
 MD0631  NGVD 29 (01/19/93)  234.752  (m)          770.18   (f) ADJUSTED    1 1
 MD0631
 MD0631.Superseded values are not recommended for survey control.
 MD0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0631.See file dsdata.txt to determine how the superseded data were derived.
 MD0631
 MD0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL583492(NAD 83)
 MD0631_MARKER: DZ = AZIMUTH MARK DISK
 MD0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0631_SP_SET: CONCRETE POST
 MD0631_STAMPING: CONCORDIA 1962
 MD0631_MARK LOGO: CGS   
 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 - October 11, 1992
 MD0631
 MD0631  HISTORY     - Date     Condition        Report By
 MD0631  HISTORY     - 1962     MONUMENTED       CGS
 MD0631  HISTORY     - 1968     GOOD             NGS
 MD0631  HISTORY     - 19921011 GOOD             NGS
 MD0631
 MD0631                          STATION DESCRIPTION
 MD0631
 MD0631'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0628 ***********************************************************************
 MD0628  DESIGNATION -  CONCORDIA RESET
 MD0628  PID         -  MD0628
 MD0628  STATE/COUNTY-  IN/ALLEN
 MD0628  USGS QUAD   -  FORT WAYNE EAST (1981)
 MD0628
 MD0628                         *CURRENT SURVEY CONTROL
 MD0628  ___________________________________________________________________
 MD0628* NAD 83(1997)-  41 04 38.03129(N)    085 06 52.97851(W)     ADJUSTED  
 MD0628* NAVD 88     -       237.926  (meters)     780.60   (feet)  ADJUSTED  
 MD0628  ___________________________________________________________________
 MD0628  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 MD0628  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MD0628  DYNAMIC HT  -         237.831 (meters)     780.28  (feet)  COMP
 MD0628  MODELED GRAV-     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
 MD0628.and adjusted by the National Geodetic Survey in June 1991..
 MD0628
 MD0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0628
 MD0628.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996785  x   0.99999313  =   0.99996099
 MD0628!UTM  16      -   0.99996785  x   0.99990871  =   0.99987657
 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
 MD0628.Superseded values are not recommended for survey control.
 MD0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0628.See file dsdata.txt to determine how the superseded data were derived.
 MD0628
 MD0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5837449043(NAD 83)
 MD0628_MARKER: DS = TRIANGULATION STATION DISK
 MD0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0628_SP_SET: CONCRETE POST
 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     SEE DESCRIPTION  CGS
 MD0628  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MD0628  HISTORY     - 1968     SEE DESCRIPTION  CGS
 MD0628  HISTORY     - 1968     GOOD             NGS
 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
 MD0628'LOCATED IN THE NORTHWEST ANGLE OF SOUTH ANTHONY BLVD. AND MAUMEE ST.
 MD0628'THE MARK IS ON THE WEST SIDE OF ANTHONY
 MD0628'BLVD. ABOUT 500 FEET NORTH OF MAUMEE STREET.  IT IS
 MD0628'21.5 FEET WEST OF THE WEST CURB ON ANTHONY BLVD.  AND
 MD0628'22.5 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
 MD0628'DISK IS STAMPED CONCORDIA NO 1 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
 MD0628'ABOUT 400 FEET NORTH OF MAUMEE STREET.  THE DISK IS STAMPED CONCORDIA
 MD0628'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
 MD0628'NORTH SIDE OF MAUMEE STREET.  IT IS ABOUT 260 FEET WEST OF ANTHONY
 MD0628'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
 MD0628'MANHOLE COVER.  THE MARK IS A STANDARD U.S.C. AND G.S. AND STATE
 MD0628'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
 MD0628'RECOVERED IN APPARENTLY GOOD CONDITION, BUT THE SURFACE MARK WAS
 MD0628'FOUND 0.012 METER IN AZIMUTH 120
 MD0628'DEG OR NORTHWESTERLY FROM THE SUBSURFACE MARK.  THE SUBSURFACE
 MD0628'POSITION WAS HELD FIXED AND BOTH MARKS LOWERED TO MAKE
 MD0628'THE SURFACE MARK FLUSH WITH THE SURFACE
 MD0628'OF ASPHALT PARKING AREA UNDER CONSTRUCTION.  THE DISK OF THE
 MD0628'PERMANENTLY OBSTRUCTED ORIGINAL
 MD0628'AZIMUTH MARK WAS RECLAIMED.  A NEW AZIMUTH MARK WAS SET.  STATION 104
 MD0628'(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
 MD0628'CENTER, ABOUT MIDWAY BETWEEN MAUMEE AVENUE AND E. WASHINGTON STREET,
 MD0628'IN THE RANGE OF WALDA AND C. PAPE
 MD0628'TOMBSTONES IN THE LARGE LUTHERAN CEMETERY, 41-1/2 FT.
 MD0628'W OF CENTER LINE OF S. ANTHONY BLVD., 41.5 FEET N
 MD0628'OF PROJECTED PLANE OF S WALL OF KROGER
 MD0628'STORE, 4.5 FEET W OF W EDGE OF CONCRETE SIDEWALK THAT IS ON W SIDE
 MD0628'OF WIDENED PORTION OF S. ANTHONY
 MD0628'BLVD. STANDARD DISKS BOTH STAMPED CONCORDIA 1946 1962, NOTES 7A AND
 MD0628'1A WITH THE SURFACE MARK FLUSH
 MD0628'SITH THE ASPHALT PAVING SURFACE OF THE PARKING AREA.
 MD0628'
 MD0628'REFERENCE STAMPED CONCORDIA NO 3 1946 1962 IS A STANDARD DISK
 MD0628'CEMENTED IN A DRILL HOLE IN
 MD0628'THE SIDEWALK, ABOUT ON THE CREST OF THE SLIGHT RIDGE, AND 0.5 FOOT W
 MD0628'OF E EDGE.
 MD0628'
 MD0628'REFERENCE STAMPED CONCORDIA NO 4 1946 1962 IS STANDARD DISK CEMENTED
 MD0628'IN A DRILL HOLE IN CONCRETE
 MD0628'SIDEWALK, AT THE POINT OF CURVATURE OF THE SIDEWALK ON THE N SIDE OF
 MD0628'ENTRANCE DRIVEWAY, 0.5 FOOT W OF E
 MD0628'EDGE OF THE SIDEWALK, AND 19.99 FEET OR 6.093 METERS
 MD0628'S OF NO. 3 REFERENCE MARK.
 MD0628'
 MD0628'AZIMUTH MARK STAMPED CONCORDIA 1962, NOTE 16B, FLUSH WITH GROUND, IS
 MD0628'ABOUT 225 YDS.  N OF STATION, 42
 MD0628'FEET W OF CENTER LINE OF ANTHONY BLVD., 25 FEET S OF E. WASHINGTON
 MD0628'ST., 6 FEET S OF S CURB OF SAME, 0.7
 MD0628'FOOT N OF N EDGE OF CONCRETE SIDEWALK, AND LEVEL WITH
 MD0628'THE SURFACE OF SAME.
 MD0628'
 MD0628'STATION 104 (IND. GEOD. S.) IS A STANDARD COAST SURVEY AND STATE
 MD0628'SURVEY DISK IN TOP OF CONCRETE
 MD0628'POST UNDER MANHOLE COVER IN APPROXIMATE CENTER AT APPROXIMATE GRADE
 MD0628'SUMMIT OF THE BOULEVARD, WAS JUDGED
 MD0628'CORRECTLY DESCRIBED AS 24.182 METERS OR 79.34 FEET IN AZIMUTH
 MD0628'209 DEG 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
 MD0628'1962 AT WHICH TIME THE STATION MARKS WERE BOTH LOWERED TO MAKE THE
 MD0628'SURFACE STATION MARK FLUSH WITH
 MD0628'THE PROPOSED SURFACE OF THE THEN UNDER-CONSTRUCTION OF A
 MD0628'LARGE ASPHALT-SURFACED PARKING AREA.  AT THIS
 MD0628'PRESENT TIME, THE SURFACE MARK ONLY WAS AGAIN
 MD0628'LOWERED TO A FLUSH POSITION WITH THE FINISHED SURFACE OF THE
 MD0628'SAID PARKING AREA.  THE DISTANCES TO AND
 MD0628'BETWEEN NOS. 3 AND 4 REFERENCE MARKS WERE MEASURED THIS TIME AS 13.88
 MD0628'FEET TO NO. 3, AS 13.21 FEET TO
 MD0628'NO. 4, AND AS 20.00 FEET BETWEEN THE TWO INSTEAD OF THE 13.875,
 MD0628'13.19, 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
 MD0628'THE TOP OF A CONCRETE POST OF ENLARGED IRREGULAR SHAPE THAT TOPS OUT
 MD0628'IN A 20-INCH SQUARE CHIMNEY TOP PRECAST
 MD0628'CONCRETE FORM WITH AN 8-INCH CIRCULAR HOLE USED TO GIVE
 MD0628'THE JOINING OF CONCRETE AND ASPHALT A REGULAR
 MD0628'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.)
 MD0628'WERE ALL RECOVERED AND IN GOOD CONDITION.
 MD0628'
 MD0628'THE DESCRIPTION GIVEN
 MD0628'SOBIERALSKI IN 1962 IS ADEQUATE FOR RECOVERY.
 MD0628
 MD0628                          STATION RECOVERY (1968)
 MD0628
 MD0628'RECOVERY NOTE BY NATIONAL 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.
 MD0628'
 MD0628'CONCONDIA 1962 (AZIM) RECOVERED GOOD.
 MD0628'
 MD0628'CONCONDIA NO 3 1946 1962 RECOVERED GOOD.
 MD0628'
 MD0628'CONCONDIA NO 4 1946 1962 RECOVERED GOOD.
 MD0628'
 MD0628'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 = OCTOBER  6, 2006
 MD0629 ***********************************************************************
 MD0629  DESIGNATION -  CONCORDIA RM 3
 MD0629  PID         -  MD0629
 MD0629  STATE/COUNTY-  IN/ALLEN
 MD0629  USGS QUAD   -  FORT WAYNE EAST (1981)
 MD0629
 MD0629                         *CURRENT SURVEY CONTROL
 MD0629  ___________________________________________________________________
 MD0629* NAD 83(1986)-  41 04 38.     (N)    085 06 53.     (W)     SCALED    
 MD0629* NAVD 88     -       238.114  (meters)     781.21   (feet)  ADJUSTED  
 MD0629  ___________________________________________________________________
 MD0629  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MD0629  DYNAMIC HT  -         238.020 (meters)     780.90  (feet)  COMP
 MD0629  MODELED GRAV-     980,220.3   (mgal)                       NAVD 88
 MD0629
 MD0629  VERT ORDER  -  FIRST     CLASS I
 MD0629
 MD0629.The horizontal coordinates were scaled from a topographic map and have
 MD0629.an estimated accuracy of +/- 6 seconds.
 MD0629
 MD0629.The orthometric height was determined by differential leveling
 MD0629.and adjusted by the National Geodetic Survey in April 1995..
 MD0629
 MD0629.The geoid height was determined by GEOID03.
 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.      146,380.      MT  (+/- 180 meters Scaled)
 MD0629
 MD0629                          SUPERSEDED SURVEY CONTROL
 MD0629
 MD0629  NAVD 88 (06/15/91)  238.107  (m)          781.19   (f) UNKNOWN     1 1
 MD0629  NGVD 29 (01/19/93)  238.275  (m)          781.74   (f) ADJUSTED    1 1
 MD0629
 MD0629.Superseded values are not recommended for survey control.
 MD0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0629.See file dsdata.txt to determine how the superseded data were derived.
 MD0629
 MD0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL583490(NAD 83)
 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             NGS
 MD0629  HISTORY     - 19921011 GOOD             NGS
 MD0629
 MD0629                          STATION DESCRIPTION
 MD0629
 MD0629'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0627 ***********************************************************************
 MD0627  DESIGNATION -  CONCORDIA RM 4
 MD0627  PID         -  MD0627
 MD0627  STATE/COUNTY-  IN/ALLEN
 MD0627  USGS QUAD   -  FORT WAYNE EAST (1981)
 MD0627
 MD0627                         *CURRENT SURVEY CONTROL
 MD0627  ___________________________________________________________________
 MD0627* NAD 83(1986)-  41 04 38.     (N)    085 06 53.     (W)     SCALED    
 MD0627* NAVD 88     -       238.110  (meters)     781.20   (feet)  ADJUSTED  
 MD0627  ___________________________________________________________________
 MD0627  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MD0627  DYNAMIC HT  -         238.015 (meters)     780.89  (feet)  COMP
 MD0627  MODELED GRAV-     980,220.3   (mgal)                       NAVD 88
 MD0627
 MD0627  VERT ORDER  -  FIRST     CLASS I
 MD0627
 MD0627.The horizontal coordinates were scaled from a topographic map and have
 MD0627.an estimated accuracy of +/- 6 seconds.
 MD0627
 MD0627.The orthometric height was determined by differential leveling
 MD0627.and adjusted by the National Geodetic Survey in April 1995..
 MD0627
 MD0627.The geoid height was determined by GEOID03.
 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     -   647,280.      146,380.      MT  (+/- 180 meters Scaled)
 MD0627
 MD0627                          SUPERSEDED SURVEY CONTROL
 MD0627
 MD0627  NAVD 88 (06/15/91)  238.106  (m)          781.19   (f) UNKNOWN     1 1
 MD0627  NGVD 29 (01/19/93)  238.267  (m)          781.71   (f) ADJUSTED    1 1
 MD0627
 MD0627.Superseded values are not recommended for survey control.
 MD0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0627.See file dsdata.txt to determine how the superseded data were derived.
 MD0627
 MD0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL583490(NAD 83)
 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             NGS
 MD0627  HISTORY     - 19921011 GOOD             NGS
 MD0627
 MD0627                          STATION DESCRIPTION
 MD0627
 MD0627'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1799 ***********************************************************************
 JA1799  DESIGNATION -  CONE
 JA1799  PID         -  JA1799
 JA1799  STATE/COUNTY-  IN/ORANGE
 JA1799  USGS QUAD   -  CUZCO (1989)
 JA1799
 JA1799                         *CURRENT SURVEY CONTROL
 JA1799  ___________________________________________________________________
 JA1799* NAD 83(1997)-  38 29 13.09439(N)    086 38 17.59071(W)     ADJUSTED  
 JA1799* NAVD 88     -       256.99   (+/-2cm)     843.1    (feet)  VERTCON   
 JA1799  ___________________________________________________________________
 JA1799  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 JA1799  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JA1799
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1799
 JA1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1799
 JA1799.The geoid height was determined by GEOID03.
 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     -   0.99996485  x   0.99998523  =   0.99995008
 JA1799!UTM  16      -   0.99996485  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|---------------------------------------------------------------------|
 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 (07/19/86)  257.10   (m)          843.5    (f) LEVELING    3  
 JA1799
 JA1799.Superseded values are not recommended for survey control.
 JA1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1799.See file dsdata.txt to determine how the superseded data were derived.
 JA1799
 JA1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3155259910(NAD 83)
 JA1799_MARKER: DS = TRIANGULATION STATION DISK
 JA1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1799'HOUSE, 92 FEET EAST OF A 30-INCH WHITE OAK TREE AND
 JA1799'IS ON THE EAST EDGE OF THE HILL IN
 JA1799'A CLUMP OF SMALL PEACH TREE.  THE
 JA1799'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
 JA1799'HILL.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 JA1799'STAMPED CONE NO 1 1946.
 JA1799'
 JA1799'REFERENCE MARK NO 2 IS 25.46 FEET SOUTHWEST OF THE STATION AND 69
 JA1799'FEET EAST OF A 30-INCH
 JA1799'WHITE OAK TREE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 JA1799'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
 JA1799'A GRAVEL ROAD, 10 FEET NORTH OF THE CENTERLINE OF A
 JA1799'FARM LANE AND A GATE AND 2 FEET WEST
 JA1799'OF A FENCELINE.  THE MARK
 JA1799'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
 JA1799'SOUTH ON ROUTE 145 FOR 3.75 MILES TO AN OLD GARAGE
 JA1799'AND A FORK TO THE RIGHT.  GO RIGHT
 JA1799'ACROSS A BRIDGE AND FOLLOW GRAVEL
 JA1799'ROAD SOUTHWEST FOR 1.8 MILES, HERE GO LEFT AND SOUTH
 JA1799'ON A GRAVEL ROAD
 JA1799'FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE STRAIGHT
 JA1799'AHEAD FOR 0.2 MILE
 JA1799'TO AN OLD SCHOOL HOUSE IN THE RIGHT, TURN RIGHT ON
 JA1799'TRACK ROAD AT SOUTH SIDE OF THE
 JA1799'SCHOOL AND GO 0.1 MILE.  HERE GO LEFT
 JA1799'AND BEAR SOUTHWEST ACROSS FIELD AND TO THE TOP OF
 JA1799'THE HILL AND 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,
 JA1799'EXCEPT THE AZIMUTH MARK WAS PROJECTING ABOUT 18 INCHES.
 JA1799'IT WAS SOLID IN THE GROUND.
 JA1799'MR AMOS DORSAM HAS BUILT A HOUSE NEARBY
 JA1799'AND THE DIRT WAS REMOVED FROM AROUND, THE
 JA1799'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
 JA1799'NORTHEAST CORNER OF STONE HOUSE OWNED BY AMOS DORSAM, 75 FEET
 JA1799'SOUTHEAST OF THE
 JA1799'SOUTHEAST CORNER OF THE SAME HOUSE, 20 FEET WEST OF
 JA1799'THE CENTER OF ROCK ROAD, 10 FEET
 JA1799'NORTH OF THE CENTER OF DRIVEWAY, AND
 JA1799'7 FEET WEST OF THE NORTH END OF A METAL CULVERT.
 JA1799'THE MARK IS FLUSH
 JA1799'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED CONE 1946.
 JA1799'
 JA1799'TO REACH THE STATION FROM THE POST OFFICE IN FRENCH LICK WHICH IS A
 JA1799'BLOCK EAST OF THE JUNCTION
 JA1799'OF STATE HIGHWAYS 56 AND 145, GO EAST AND SOUTH ON
 JA1799'STATE HIGHWAY 145 FOR 3.7 MILES TO
 JA1799'AN OLD GARAGE AND A FORK TO THE
 JA1799'RIGHT.  TURN RIGHT OFF THE HIGHWAY ACROSS A BRIDGE
 JA1799'AND FOLLOW GRAVEL
 JA1799'ROAD SOUTHWEST FOR 1.8 MILES TO FORKS IN THE ROAD AT THE TOP OF THE
 JA1799'GRADE.  TAKE THE
 JA1799'LEFT FORK AND GO SOUTH FOR 0.7 MILE TO AMOS DORSAMS
 JA1799'STONE HOUSE ON THE RIGHT AND THE
 JA1799'AZIMUTH MARK AS DESCRIBED.  TURN
 JA1799'RIGHT OFF THE GRAVEL OR ROCK ROAD AND GO WEST ON A
 JA1799'TRACK ROAD FOR 0.1
 JA1799'MILE TO A GATE ON THE LEFT JUST BEFORE CROSSING A WOODEN BRIDGE OVER
 JA1799'A GULLY.  TURN
 JA1799'LEFT THRU THE GATE AND GO SOUTH ACROSS PASTURE TO THE
 JA1799'TOP OF THE HILL AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3298 ***********************************************************************
 JZ3298  DESIGNATION -  CONNERSVILLE ST GABRIEL CH
 JZ3298  PID         -  JZ3298
 JZ3298  STATE/COUNTY-  IN/FAYETTE
 JZ3298  USGS QUAD   -  CONNERSVILLE (1972)
 JZ3298
 JZ3298                         *CURRENT SURVEY CONTROL
 JZ3298  ___________________________________________________________________
 JZ3298* NAD 83(1997)-  39 38 47.24498(N)    085 08 18.81965(W)     ADJUSTED  
 JZ3298* NAVD 88     -                                                        
 JZ3298  ___________________________________________________________________
 JZ3298  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 JZ3298  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ3298
 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
 JZ3298.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3298
 JZ3298.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3298
 JZ3298  NAD 83(1995)-  39 38 47.24631(N)    085 08 18.82469(W) AD(       ) 4
 JZ3298  NAD 83(1986)-  39 38 47.25006(N)    085 08 18.83174(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3298.See file dsdata.txt to determine how the superseded data were derived.
 JZ3298
 JZ3298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5971490174(NAD 83)
 JZ3298_MARKER: 55 = TOWER
 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 = OCTOBER  6, 2006
 JZ3436 ***********************************************************************
 JZ3436  DESIGNATION -  CONPORT
 JZ3436  PID         -  JZ3436
 JZ3436  STATE/COUNTY-  IN/FAYETTE
 JZ3436  USGS QUAD   -  CONNERSVILLE (1972)
 JZ3436
 JZ3436                         *CURRENT SURVEY CONTROL
 JZ3436  ___________________________________________________________________
 JZ3436* NAD 83(1997)-  39 41 42.81014(N)    085 08 06.27562(W)     ADJUSTED  
 JZ3436* NAVD 88     -       262.8    (meters)     862.     (feet)  VERTCON   
 JZ3436  ___________________________________________________________________
 JZ3436  X           -     416,789.390 (meters)                     COMP
 JZ3436  Y           -  -4,896,861.624 (meters)                     COMP
 JZ3436  Z           -   4,052,151.691 (meters)                     COMP
 JZ3436  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 JZ3436  ELLIP HEIGHT-         229.45  (meters)          (05/25/99) GPS OBS
 JZ3436  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JZ3436
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3436
 JZ3436.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3436
 JZ3436.The ellipsoidal height was determined by GPS observations
 JZ3436.and is referenced to NAD 83.
 JZ3436
 JZ3436.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          863.     (f) GPS OBS        
 JZ3436
 JZ3436.Superseded values are not recommended for survey control.
 JZ3436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3436.See file dsdata.txt to determine how the superseded data were derived.
 JZ3436
 JZ3436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5990095593(NAD 83)
 JZ3436_MARKER: DH = HORIZONTAL CONTROL DISK
 JZ3436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3436_SP_SET: CONCRETE POST
 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 - February 04, 2005
 JZ3436
 JZ3436  HISTORY     - Date     Condition        Report By
 JZ3436  HISTORY     - 1988     MONUMENTED       NGS
 JZ3436  HISTORY     - 20050204 GOOD             BUTLER
 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 AND SEUFERT INC 2005 (JRC)
 JZ3436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3437 ***********************************************************************
 JZ3437  DESIGNATION -  CONPORT AZ MK
 JZ3437  PID         -  JZ3437
 JZ3437  STATE/COUNTY-  IN/FAYETTE
 JZ3437  USGS QUAD   -  CONNERSVILLE (1972)
 JZ3437
 JZ3437                         *CURRENT SURVEY CONTROL
 JZ3437  ___________________________________________________________________
 JZ3437* NAD 83(1997)-  39 41 59.70666(N)    085 07 51.49343(W)     ADJUSTED  
 JZ3437* NAVD 88     -       261.5    (meters)     858.     (feet)  VERTCON   
 JZ3437  ___________________________________________________________________
 JZ3437  X           -     417,111.994 (meters)                     COMP
 JZ3437  Y           -  -4,896,499.128 (meters)                     COMP
 JZ3437  Z           -   4,052,551.871 (meters)                     COMP
 JZ3437  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 JZ3437  ELLIP HEIGHT-         228.21  (meters)          (05/25/99) GPS OBS
 JZ3437  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JZ3437
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3437
 JZ3437.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3437
 JZ3437.The ellipsoidal height was determined by GPS observations
 JZ3437.and is referenced to NAD 83.
 JZ3437
 JZ3437.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          859.     (f) GPS OBS        
 JZ3437
 JZ3437.Superseded values are not recommended for survey control.
 JZ3437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3437.See file dsdata.txt to determine how the superseded data were derived.
 JZ3437
 JZ3437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ6024196122(NAD 83)
 JZ3437_MARKER: DZ = AZIMUTH MARK DISK
 JZ3437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3437_SP_SET: CONCRETE POST
 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             BUTLER
 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 AND SEUFERT INC 2005 (JRC)
 JZ3437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2555 ***********************************************************************
 ME2555  DESIGNATION -  CONRAD
 ME2555  PID         -  ME2555
 ME2555  STATE/COUNTY-  IN/NEWTON
 ME2555  USGS QUAD   -  ENOS (1980)
 ME2555
 ME2555                         *CURRENT SURVEY CONTROL
 ME2555  ___________________________________________________________________
 ME2555* NAD 83(1997)-  41 04 43.97868(N)    087 26 56.29709(W)     ADJUSTED  
 ME2555* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 ME2555  ___________________________________________________________________
 ME2555  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 ME2555  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 ME2555
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2555
 ME2555.The geoid height was determined by GEOID03.
 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;SPC IL E     -   490,178.783   374,315.725   MT  1.00004295   +0 34 52.1
 ME2555;SPC IL E     - 1,608,194.89  1,228,067.51   sFT  1.00004295   +0 34 52.1
 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     -   0.99997340  x   0.99997828  =   0.99995168
 ME2555!SPC IL E     -   0.99997340  x   1.00004295  =   1.00001635
 ME2555!UTM  16      -   0.99997340  x   0.99961751  =   0.99959092
 ME2555
 ME2555:                Primary Azimuth Mark                     Grid Az
 ME2555:SPC IN W     -  CONRAD AZ MK RESET                       002 27 37.8
 ME2555:SPC IL E     -  CONRAD AZ MK RESET                       001 38 20.8
 ME2555:UTM  16      -  CONRAD AZ MK RESET                       002 30 55.0
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2555.See file dsdata.txt to determine how the superseded data were derived.
 ME2555
 ME2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6228647611(NAD 83)
 ME2555_MARKER: DS = TRIANGULATION STATION DISK
 ME2555_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 ME2555
 ME2555  HISTORY     - Date     Condition        Report By
 ME2555  HISTORY     - 1952     MONUMENTED       CGS
 ME2555  HISTORY     - 1960     GOOD             CGS
 ME2555  HISTORY     - 1967     SEE DESCRIPTION  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
 ME2555'4-1/2 MILES NORTH OF ENOS ALONG
 ME2555'THE WEST SIDE OF U.S. HIGHWAY 41 AND IS ON PROPERTY OWNED BY MR.
 ME2555'PATRICK J.  OMALLEY.  IT IS 55 FEET
 ME2555'WEST OF THE CENTER OF HIGHWAY, 28 FEET NORTH OF THE CENTER OF
 ME2555'A DRIVEWAY, 24 FEET NORTHWEST OF A WHITE
 ME2555'WITNESS POST AND 23 FEET WEST OF A NORTH-SOUTH
 ME2555'FENCELINE.  THE MARK IS UNDERGROUND ABOUT 14 INCHES AND THE
 ME2555'DISK IS 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.
 ME2555'THE MARK PROJECTS 2 INCHES AND THE DISK 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.
 ME2555'THE MARK IS FLUSH AND THE DISK IS 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
 ME2555'CENTER OF U.S. HIGHWAY 41 AND 2.6 FEET SOUTHWEST OF A WHITE WITNESS
 ME2555'POST.  THE MARK PROJECTS 2 INCHES
 ME2555'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 IN LAKE VILLAGE,
 ME2555'GO SOUTH ON U.S. HIGHWAY 41 FOR 3.8 MILES TO A CONCRETE CULVERT AND
 ME2555'THE AZIMUTH MARK ON THE LEFT,
 ME2555'CONTINUE ON HIGHWAY FOR 0.25 MILE TO THE STATION ON THE
 ME2555'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
 ME2555'CENTER AND THRU ITS FULL LENGTH AS IF CLEFT BY PRESSURE OF SUCH AS A
 ME2555'TRACTOR TRACTION CLEAT.  THE DISK WAS
 ME2555'GONE BUT THE STEM OF IT REMAINED AND APPARENTLY WAS NOT DISPLACED
 ME2555'EXCEPT POSSIBLY SLIGHTLY ALONG THE LINE FROM THE
 ME2555'STATION.  A NEW AZIMUTH WAS SET.
 ME2555'
 ME2555'ABOUT 4.0 MILES S ALONG NO. 41 U.S. HIGHWAY FROM THE CENTER OF TOWN
 ME2555'OF LAKE VILLAGE, 1.0 MILES S OF A
 ME2555'90-FOOT CONCRETE BRIDGE, 180 FEET S OF CENTER LINE OF ONE DRIVEWAY,
 ME2555'31 FEET NNW OF ANOTHER, 55 FEET W OF
 ME2555'CENTER LINE OF 22-FOOT PAVEMENT OF THE S-BOUND LANES OF
 ME2555'THE HIGHWAY (N-BOUND LANES IN PLANNING PROCESS),
 ME2555'STANDARD DISKS STAMPED CONRAD 1952
 ME2555'WITH THE SURFACE MARK ONE FOOT UNDERGROUND.
 ME2555'
 ME2555'REFERENCE STAMPED CONRAD NO 1 1952, FLUSH, IS 84 FEET S OF
 ME2555'CENTER LINE OF DRIVEWAY, 32 FEET
 ME2555'W OF CENTER OF S-BOUND LANES, 68.5 FEET S OF PROPERTY LINE BETWEEN
 ME2555'STEFANSCO AND OMALLEY, AND ABOUT A FOOT
 ME2555'LOWER THAN THE S-BOUND LANES.
 ME2555'
 ME2555'REFERENCE STAMPED CONRAD NO 2 1952, ABOUT 0.5 FOOT
 ME2555'UNDERGROUND DUE TO FENCELINE
 ME2555'ACCUMULATION, 120 FEET N OF PROJECTED PLANE OF N WALL OF CONCRETE
 ME2555'STUCCO HOUSE, 32 FEET W OF
 ME2555'CENTER LINE OF S-BOUND LANES, ABOUT LEVEL WITH SAME, ONE FOOT W OF A
 ME2555'FENCE, AND 1.0 FEET W OF A STEEL
 ME2555'WITNESS POST.
 ME2555'
 ME2555'AZIMUTH MARK STAMPED CONRAD RESET 1960, IS A STANDARD DISK CEMENTED
 ME2555'IN A DRILL HOLE IN TOP OF
 ME2555'CURBWALL OF 5-FOOT SPAN CONCRETE CULVERT, 0.5 FOOT FROM THE N END OF
 ME2555'THE 1- BY 8-FOOT CURB, 16.7 FEET W OF
 ME2555'CENTER 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
 ME2555'ADDITION OF A N-BOUND PAIR OF HIGHWAY LANES.  THE REFERENCE MARK
 ME2555'DISTANCES CHECK THE ORIGINALS EXACTLY.
 ME2555'DIRECTIONS OR ANGLES TO R.M.S FROM THE ORIGINAL AZIMUTH MARK
 ME2555'ARE 9 AND 14 SECONDS 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
 ME2555'WAS FOUND LEANING IN A DITCH LINE AND THE DISK
 ME2555'WAS REMOVED.  REFERENCE MARK 1 WAS
 ME2555'NOT FOUND AND IS ASSUMED LOST.
 ME2555'REFERENCE MARKS 3 AND 4 WERE SET.  A NEW DESCRIPTION
 ME2555'FOLLOWS.
 ME2555'
 ME2555'ABOUT 4 MILES SOUTH OF LAKE VILLAGE, 4-1/2 MILES NORTH OF ENOS AND
 ME2555'1 MILE SOUTH OF A
 ME2555'90 FOOT CONCRETE BRIDGE.  IT IS 178 FEET SOUTH OF THE
 ME2555'CENTERLINE OF A DRIVEWAY WEST, 55
 ME2555'FEET WEST OF THE CENTERLINE OF THE
 ME2555'SOUTH BOUND LANE OF U.S. HIGHWAY 41, 5-1/2 FEET WEST
 ME2555'OF A WIRE FENCE AND A
 ME2555'METAL WITNESS POST AND 20 FEET NORTHWEST OF A POWER POLE.  THE
 ME2555'MONUMENT IS 8 INCHES
 ME2555'UNDERGROUND AND THE DISK IS STAMPED CONRAD 1952.
 ME2555'
 ME2555'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND
 ME2555'STATE HIGHWAY 10
 ME2555'AT THE NORTHWEST EDGE OF LAKE VILLAGE, GO SOUTH ON
 ME2555'HIGHWAY 41 FOR 4.3 MILES TO THE
 ME2555'AZIMUTH MARK ON THE RIGHT.  CONTINUE
 ME2555'SOUTH ON THE HIGHWAY FOR 0.25 MILE TO THE STATION
 ME2555'ON THE RIGHT.
 ME2555'
 ME2555'REFERENCE MARK 3 IS 49 FEET WEST OF THE CENTERLINE OF THE SOUTH
 ME2555'BOUND LANE, 14
 ME2555'FEET NORTH OF THE WITNESS POST AND 1 FOOT EAST OF THE
 ME2555'FENCE.  THE MONUMENT PROJECTS 6
 ME2555'INCHES AND THE DISK IS STAMPED CONRAD
 ME2555'1952 NO 3 1967.
 ME2555'
 ME2555'REFERENCE MARK 4 IS 49 FEET WEST OF THE CENTERLINE OF THE SOUTH
 ME2555'BOUND TRAFFIC
 ME2555'LANE, 13 FEET SOUTH OF THE WITNESS POST, 5 FEET NORTH OF
 ME2555'THE POWER POLE AND 1 FOOT EAST
 ME2555'OF THE FENCE.  THE MONUMENT PROJECTS 6
 ME2555'INCHES AND THE DISK IS STAMPED CONRAD 1952 NO 4
 ME2555'1967.
 ME2555'
 ME2555'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 ME2555'NORTH END OF A
 ME2555'CONCRETE HEADWALL.  IT IS 17 FEET WEST OF THE CENTERLINE
 ME2555'OF THE SOUTH BOUND LANE OF THE
 ME2555'HIGHWAY AND 1 FOOT SOUTH OF A METAL
 ME2555'WITNESS POST.  THE DISK IS STAMPED CONRAD RESET
 ME2555'1960.
 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 = OCTOBER  6, 2006
 JA2046 ***********************************************************************
 JA2046  DESIGNATION -  CONRAD
 JA2046  PID         -  JA2046
 JA2046  STATE/COUNTY-  IN/GIBSON
 JA2046  USGS QUAD   -  CYNTHIANA (1980)
 JA2046
 JA2046                         *CURRENT SURVEY CONTROL
 JA2046  ___________________________________________________________________
 JA2046* NAD 83(1997)-  38 10 36.87911(N)    087 38 23.92220(W)     ADJUSTED  
 JA2046* NAVD 88     -       154.4    (meters)     507.     (feet)  VERTCON   
 JA2046  ___________________________________________________________________
 JA2046  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 JA2046  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 JA2046
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2046
 JA2046.The geoid height was determined by GEOID03.
 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     -   0.99998067  x   0.99999595  =   0.99997662
 JA2046!UTM  16      -   0.99998067  x   0.99963870  =   0.99961938
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2046.See file dsdata.txt to determine how the superseded data were derived.
 JA2046
 JA2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4394725637(NAD 83)
 JA2046_MARKER: DS = TRIANGULATION STATION DISK
 JA2046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA2046'CYNTHIANA, ON PROPERTY OWNED BY MR CONRAD
 JA2046'MONTGOMERY AND IN OPEN PASTURE ON
 JA2046'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
 JA2046'STATE HIGHWAYS 65 AND 68 MAKING SEVERAL JOGS FOR 1.4
 JA2046'MILE TO THEIR JUNCTION, TURN
 JA2046'RIGHT AND GO EAST ON STATE HIGHWAY 68
 JA2046'FOR 2.7 MILES TO A CHURCH ON LEFT, CONTINUE
 JA2046'EAST ON STATE HIGHWAY 68
 JA2046'FOR 0.2 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH ON
 JA2046'GRAVELED
 JA2046'ROAD FOR 1.1 MILES TO T ROAD AT RED IRON BRIDGE, TURN LEFT
 JA2046'CROSSING BRIDGE AND GO EAST
 JA2046'FOR 0.1 MILE TO A SIDE ROAD RIGHT, TURN
 JA2046'RIGHT GO SOUTH 0.05 MILE TO AZIMUTH MARK ON
 JA2046'RIGHT, CONTINUE SOUTH 0.2
 JA2046'MILE TO WHERE ROAD TURNS LEFT, TURN LEFT GO EAST 0.05 MILE TO
 JA2046'BLACK CINDER
 JA2046'ROAD STRAIGHT AHEAD, CONTINUE EAST ON CINDER ROAD 0.05 MILE TO
 JA2046'GATE, PASS THROUGH GATE
 JA2046'AND GO EAST 0.1 MILE TO WHITE HOUSE ON LEFT,
 JA2046'GO SOUTH ALONG WEST SIDE OF FENCE IN
 JA2046'PASTURE FOR 0.1 MILE TO FENCE
 JA2046'CORNER, TURN LEFT AND GO SOUTHEAST 0.05 MILE TO TOP OF
 JA2046'KNOLL AND STATION.
 JA2046'
 JA2046'STATION MARK, A STANDARD TRAVERSE DISK STAMPED CONRAD 1961, IS SET IN
 JA2046'THE TOP OF A 12 INCH
 JA2046'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 JA2046'OF THE GROUND.  THE MARK IS ON
 JA2046'THE TOP OF A BARE KNOLL, 241 FEET
 JA2046'SOUTH OF FENCE CORNER AND 116 FEET NORTHEAST OF A
 JA2046'12 INCH PECAN TREE.
 JA2046'
 JA2046'REFERENCE MARK 1, A STANDARD REFERENCE MARK STAMPED CONRAD NO 1 1961,
 JA2046'IS SET IN THE TOP OF A 12
 JA2046'INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 JA2046'SURFACE OF THE GROUND.  THE MARK
 JA2046'IS 253 FEET SOUTH-SOUTHEAST OF FENCE
 JA2046'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
 JA2046'INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 JA2046'SURFACE OF THE GROUND.  THE MARK
 JA2046'IS 237 FEET SOUTH-SOUTHWEST OF THE
 JA2046'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
 JA2046'CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF
 JA2046'THE GROUND.  THE MARK IS 211 FEET
 JA2046'SOUTH OF THE CENTER OF EAST-WEST
 JA2046'ROAD, 21 FEET WEST OF THE CENTER OF NORTH-SOUTH
 JA2046'ROAD, 1.5 FEET NORTH
 JA2046'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
 JA2046'NORTH OF A STEEL WITNESS POST AND NOT 1.5 FEET NORTH OF A
 JA2046'POWERLINE POLE AS GIVEN IN
 JA2046'THE ORIGINAL DESCRIPTION.  THE MARK WAS
 JA2046'FOUND IN GOOD CONDITION.
 JA2046'
 JA2046'REFERENCE MARK 1 WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING
 JA2046'EXCEPTION.  IT IS 152 FEET
 JA2046'EAST-NORTHEAST OF THE 12-INCH PECAN TREE AND NOT 152 FEET
 JA2046'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 = OCTOBER  6, 2006
 LB2492 ***********************************************************************
 LB2492  DESIGNATION -  CONTINENTAL
 LB2492  PID         -  LB2492
 LB2492  STATE/COUNTY-  IN/HOWARD
 LB2492  USGS QUAD   -  KOKOMO WEST (1992)
 LB2492
 LB2492                         *CURRENT SURVEY CONTROL
 LB2492  ___________________________________________________________________
 LB2492* NAD 83(1997)-  40 29 49.40274(N)    086 07 54.09026(W)     ADJUSTED  
 LB2492* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 LB2492  ___________________________________________________________________
 LB2492  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 LB2492  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LB2492
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2492
 LB2492.The geoid height was determined by GEOID03.
 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  =   0.99963269
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2492.See file dsdata.txt to determine how the superseded data were derived.
 LB2492
 LB2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7357983290(NAD 83)
 LB2492_MARKER: DS = TRIANGULATION STATION DISK
 LB2492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2493 ***********************************************************************
 LB2493  DESIGNATION -  CONTINENTAL 2
 LB2493  PID         -  LB2493
 LB2493  STATE/COUNTY-  IN/HOWARD
 LB2493  USGS QUAD   -  KOKOMO WEST (1992)
 LB2493
 LB2493                         *CURRENT SURVEY CONTROL
 LB2493  ___________________________________________________________________
 LB2493* NAD 83(1997)-  40 29 49.03222(N)    086 07 53.99894(W)     ADJUSTED  
 LB2493* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 LB2493  ___________________________________________________________________
 LB2493  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 LB2493  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LB2493
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2493
 LB2493.The geoid height was determined by GEOID03.
 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  =   0.99963269
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2493.See file dsdata.txt to determine how the superseded data were derived.
 LB2493
 LB2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7358183279(NAD 83)
 LB2493_MARKER: DS = TRIANGULATION STATION DISK
 LB2493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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             BUTLER
 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 AND SEUFERT INC 2005 (JRC)
 LB2493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2344 ***********************************************************************
 ME2344  DESIGNATION -  CONVENT ANCILLA DOMINI SPIRE
 ME2344  PID         -  ME2344
 ME2344  STATE/COUNTY-  IN/MARSHALL
 ME2344  USGS QUAD   -  DONALDSON (1972)
 ME2344
 ME2344                         *CURRENT SURVEY CONTROL
 ME2344  ___________________________________________________________________
 ME2344* NAD 83(1997)-  41 20 15.34360(N)    086 26 42.74340(W)     ADJUSTED  
 ME2344* NAVD 88     -                                                        
 ME2344  ___________________________________________________________________
 ME2344  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 ME2344  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME2344
 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
 ME2344.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2344
 ME2344.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2344
 ME2344  NAD 83(1986)-  41 20 15.34799(N)    086 26 42.75141(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2344.See file dsdata.txt to determine how the superseded data were derived.
 ME2344
 ME2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4642076383(NAD 83)
 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 = OCTOBER  6, 2006
 LA2211 ***********************************************************************
 LA2211  DESIGNATION -  CONVERSE
 LA2211  PID         -  LA2211
 LA2211  STATE/COUNTY-  IN/MIAMI
 LA2211  USGS QUAD   -  SWEETSER (1992)
 LA2211
 LA2211                         *CURRENT SURVEY CONTROL
 LA2211  ___________________________________________________________________
 LA2211* NAD 83(1997)-  40 34 39.31288(N)    085 52 09.56734(W)     ADJUSTED  
 LA2211* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 LA2211  ___________________________________________________________________
 LA2211  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 LA2211  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LA2211
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2211
 LA2211.The geoid height was determined by GEOID03.
 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     -   0.99996572  x   0.99997029  =   0.99993601
 LA2211!UTM  16      -   0.99996572  x   0.99971272  =   0.99967845
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2211.See file dsdata.txt to determine how the superseded data were derived.
 LA2211
 LA2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9569792481(NAD 83)
 LA2211_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 LA2211'THE SOUTHWEST CORNER OF THE
 LA2211'GROUNDS OF THE CONVERSE HIGH SCHOOL.  IT IS 112 FEET SOUTHWEST OF THE
 LA2211'SOUTHWEST CORNER OF THE SCHOOL,
 LA2211'73 FEET NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY
 LA2211'18 AND A PAVED ROAD, 58 FEET WEST OF THE CENTER OF
 LA2211'THE PAVED ROAD AND 47 FEET NORTH OF
 LA2211'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
 LA2211'32 FEET SOUTH OF THE CENTER OF
 LA2211'THE HIGHWAY AND 22 FEET NORTH OF THE NORTHEAST CORNER OF A FRAME
 LA2211'HOUSE.  THE DISK IS SET FLUSH IN A
 LA2211'DRILL HOLE IN THE SOUTH EDGE OF A CONCRETE SIDEWALK AND IS
 LA2211'STAMPED CONVERSE NO 1 1948.
 LA2211'
 LA2211'REFERENCE MARK NO. 2 IS 81.69 FEET SOUTHWEST OF THE STATION.  IT IS
 LA2211'40 FEET SOUTHEAST OF THE SOUTHEAST
 LA2211'CORNER OF A FRAME HOUSE AND 24 FEET NORTH OF THE CENTER OF THE
 LA2211'HIGHWAY.  THE DISK IS SET FLUSH IN A
 LA2211'DRILL HOLE IN A CONCRETE CURB AT THE NORTHWEST CORNER OF THE
 LA2211'INTERSECTION 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
 LA2211'FRAME HOUSE, 3 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF
 LA2211'A FENCE LINE.  THE MARK
 LA2211'PROJECTS 8 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,
 LA2211'TURN LEFT AND GO SOUTH FOR 0.15 MILE TO A DEAD END, TURN LEFT ON
 LA2211'GRAVEL LANE AND GO EAST FOR 0.1 MILE
 LA2211'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LA2211'
 LA2211'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2214 ***********************************************************************
 LA2214  DESIGNATION -  CONVERSE GS SUPPIGER CO STACK
 LA2214  PID         -  LA2214
 LA2214  STATE/COUNTY-  IN/MIAMI
 LA2214  USGS QUAD   -  AMBOY (1994)
 LA2214
 LA2214                         *CURRENT SURVEY CONTROL
 LA2214  ___________________________________________________________________
 LA2214* NAD 83(1997)-  40 34 59.96934(N)    085 52 39.25603(W)     ADJUSTED  
 LA2214* NAVD 88     -                                                        
 LA2214  ___________________________________________________________________
 LA2214  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 LA2214  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LA2214
 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
 LA2214.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2214
 LA2214.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2214
 LA2214  NAD 83(1986)-  40 34 59.97345(N)    085 52 39.26874(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2214.See file dsdata.txt to determine how the superseded data were derived.
 LA2214
 LA2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9499193109(NAD 83)
 LA2214
 LA2214  HISTORY     - Date     Condition        Report By
 LA2214  HISTORY     - 1948     MONUMENTED       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 = OCTOBER  6, 2006
 LA2210 ***********************************************************************
 LA2210  DESIGNATION -  CONVERSE MUNICIPAL TANK
 LA2210  PID         -  LA2210
 LA2210  STATE/COUNTY-  IN/MIAMI
 LA2210  USGS QUAD   -  SWEETSER (1992)
 LA2210
 LA2210                         *CURRENT SURVEY CONTROL
 LA2210  ___________________________________________________________________
 LA2210* NAD 83(1997)-  40 34 40.77872(N)    085 52 28.82946(W)     ADJUSTED  
 LA2210* NAVD 88     -                                                        
 LA2210  ___________________________________________________________________
 LA2210  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 LA2210  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LA2210
 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
 LA2210.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2210
 LA2210.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2210
 LA2210  NAD 83(1986)-  40 34 40.78272(N)    085 52 28.84245(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2210.See file dsdata.txt to determine how the superseded data were derived.
 LA2210
 LA2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9524492521(NAD 83)
 LA2210
 LA2210  HISTORY     - Date     Condition        Report By
 LA2210  HISTORY     - 1954     MONUMENTED       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 = OCTOBER  6, 2006
 LA2207 ***********************************************************************
 LA2207  DESIGNATION -  CONWAY
 LA2207  PID         -  LA2207
 LA2207  STATE/COUNTY-  IN/GRANT
 LA2207  USGS QUAD   -  SWEETSER (1992)
 LA2207
 LA2207                         *CURRENT SURVEY CONTROL
 LA2207  ___________________________________________________________________
 LA2207* NAD 83(1997)-  40 30 54.12092(N)    085 49 31.63254(W)     ADJUSTED  
 LA2207* NAVD 88     -       263.     (meters)     863.     (feet)  SCALED    
 LA2207  ___________________________________________________________________
 LA2207  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 LA2207  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LA2207
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2207
 LA2207.The geoid height was determined by GEOID03.
 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     -   0.99996415  x   0.99996889  =   0.99993304
 LA2207!UTM  16      -   0.99996415  x   0.99972187  =   0.99968603
 LA2207
 LA2207:                Primary Azimuth Mark                     Grid Az
 LA2207:SPC IN E     -  MARION ST PAULS CATH CH SPIRE            073 36 31.1
 LA2207:UTM  16      -  MARION ST PAULS CATH CH SPIRE            072 44 32.5
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2207.See file dsdata.txt to determine how the superseded data were derived.
 LA2207
 LA2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9950385586(NAD 83)
 LA2207_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2207
 LA2207  HISTORY     - Date     Condition        Report By
 LA2207  HISTORY     - 1948     MONUMENTED       CGS
 LA2207  HISTORY     - 1954     SEE DESCRIPTION  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
 LA2207'SOUTH OF MIER.  IT IS
 LA2207'58 FEET EAST OF CENTER OF STATE HIGHWAY 13 AND 25 FEET EAST OF A
 LA2207'WHITE WITNESS POST.  THE MARK IS
 LA2207'ABOUT 12 INCHES UNDERGROUND AND THE DISK IS STAMPED CONWAY
 LA2207'1948.
 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
 LA2207'SIDE OF A SMALL FIELD.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 LA2207'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
 LA2207'16 FEET SOUTH OF A FENCE CORNER.  THE MARK PROJECTS ABOUT 6 INCHES
 LA2207'AND THE DISK IS STAMPED CONWAY NO 2
 LA2207'1948.
 LA2207'
 LA2207'GRAD G-16 WAS USED AS AN ADDITIONAL REFERENCE MARK.  IT IS 244.90
 LA2207'FEET NORTHWEST OF STATION, 48
 LA2207'FEET NORTH OF A PRIVATE DRIVE, 38 FEET WEST OF CENTER OF STATE
 LA2207'HIGHWAY 13 AND 3 FEET EAST OF A
 LA2207'FENCE.  THE MARK IS A 12 BY 12 INCH CONCRETE MARK WHICH PROJECTS
 LA2207'ABOUT 8 INCHES AND THE DISK IS A
 LA2207'STANDARD STATE HIGHWAY COMMISSION OF INDIANA BM DISK
 LA2207'WHICH 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
 LA2207'FEET SOUTH OF CENTER OF A PRIVATE DRIVE.  THE DISK IS SET FLUSH IN
 LA2207'THE TOP OF A CONCRETE CULVERT WHICH
 LA2207'PROJECTS 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
 LA2207'18 IN THE WEST SECTION OF MARION, GO WEST ON STATE HIGHWAYS 21 AND 18
 LA2207'FOR 8 MILES TO THE JUNCTION OF
 LA2207'STATE HIGHWAY 13, TURN LEFT AND GO SOUTH ON HIGHWAY 13
 LA2207'FOR 4 MILES TO THE AZIMUTH MARK ON RIGHT IN
 LA2207'CULVERT AS DESCRIBED.  CONTINUE SOUTH ON
 LA2207'HIGHWAY 13 FOR 0.35 MILE TO THE STATION ON LEFT OR EAST OF
 LA2207'HIGHWAY 13 AS 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
 LA2207'MARK NO. 1 HAD BEEN DESTROYED.  AT THE REQUEST OF THE PROPERTY OWNER
 LA2207'THE STATION WAS MOVED AND
 LA2207'CONWAY 2 1954 WAS ESTABLISHED.
 LA2207'
 LA2207'DISTANCE AND DIRECTION TO THE REFERENCE MARKS AND OBJECTS VISIBLE
 LA2207'FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2208 ***********************************************************************
 LA2208  DESIGNATION -  CONWAY 2
 LA2208  PID         -  LA2208
 LA2208  STATE/COUNTY-  IN/GRANT
 LA2208  USGS QUAD   -  SWEETSER (1992)
 LA2208
 LA2208                         *CURRENT SURVEY CONTROL
 LA2208  ___________________________________________________________________
 LA2208* NAD 83(1997)-  40 30 51.99204(N)    085 49 30.37459(W)     ADJUSTED  
 LA2208* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 LA2208  ___________________________________________________________________
 LA2208  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 LA2208  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LA2208
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2208
 LA2208.The geoid height was determined by GEOID03.
 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     -   0.99996399  x   0.99996888  =   0.99993288
 LA2208!UTM  16      -   0.99996399  x   0.99972194  =   0.99968594
 LA2208
 LA2208:                Primary Azimuth Mark                     Grid Az
 LA2208:SPC IN E     -  SWAYZEE MUNICIPAL TANK                   157 02 34.5
 LA2208:UTM  16      -  SWAYZEE MUNICIPAL TANK                   156 10 36.0
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2208.See file dsdata.txt to determine how the superseded data were derived.
 LA2208
 LA2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9953385521(NAD 83)
 LA2208_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 LA2208'EAST SIDE OF STATE HIGHWAY
 LA2208'13 0.15 MILE NORTH OF SWAYZEE AND 3.85 MILE SOUTH OF THE JUNCTION OF
 LA2208'STATE HIGHWAYS 18 AND 13 WHICH
 LA2208'IS AT THE SOUTH EDGE OF MIER.  IT IS 160 FEET EAST OF
 LA2208'THE CENTER OF HIGHWAY 13, 135 FEET NORTHEAST OF
 LA2208'THE NORTHEAST CORNER OF A FRAME HOUSE,
 LA2208'64 FEET EAST OF THE NORTHEAST CORNER OF A BARN, 37 FEET NORTHWEST
 LA2208'OF SOUTHWEST CORNER OF A
 LA2208'LARGE SHED AND 9 FEET SOUTH OF A FENCE LINE AND WHITE WITNESS POST.
 LA2208'THE MARK IS FLUSH AND THE DISK IS
 LA2208'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
 LA2208'OF A 14 INCH MAPLE TREE AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK
 LA2208'IS FLUSH AND THE DISK IS STAMPED
 LA2208'CONWAY 2 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
 LA2208'CORNER OF A BARN AND 1 FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH
 LA2208'AND THE DISK IS STAMPED CONWAY 2 NO
 LA2208'4 1954.
 LA2208'
 LA2208'GRA G 16 IS 48 FEET NORTH OF THE CENTER OF A DRIVEWAY AND 38 FEET
 LA2208'WEST OF THE CENTER OF
 LA2208'HIGHWAY 13.  THE MARK IS A 12 BY 12 INCH CONCRETE POST THAT PROJECTS
 LA2208'ABOUT 8 INCHES AND THE DISK IS A
 LA2208'STANDARD STATE HIGHWAY COMMISSION OF INDIANA BM STAMPED GRA
 LA2208'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
 LA2208'DRIVEWAY.  THE DISK IS FLUSH IN A DRILL HOLE IN TOP OF A CONCRETE
 LA2208'CULVERT WHICH PROJECTS ABOUT 14
 LA2208'INCHES AND IS STAMPED CONWAY 1948.
 LA2208'
 LA2208'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 13
 LA2208'FOR 0.4 MILE TO THE MARK ON
 LA2208'THE LEFT AS DESCRIBED.
 LA2208'
 LA2208'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2238 ***********************************************************************
 JZ2238  DESIGNATION -  COOK
 JZ2238  PID         -  JZ2238
 JZ2238  STATE/COUNTY-  IN/DECATUR
 JZ2238  USGS QUAD   -  HARTSVILLE (1993)
 JZ2238
 JZ2238                         *CURRENT SURVEY CONTROL
 JZ2238  ___________________________________________________________________
 JZ2238* NAD 83(1986)-  39 16 51.     (N)    085 39 25.     (W)     SCALED    
 JZ2238* NAVD 88     -       238.963  (meters)     784.00   (feet)  ADJUSTED  
 JZ2238  ___________________________________________________________________
 JZ2238  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ2238  DYNAMIC HT  -         238.815 (meters)     783.51  (feet)  COMP
 JZ2238  MODELED GRAV-     980,001.2   (mgal)                       NAVD 88
 JZ2238
 JZ2238  VERT ORDER  -  SECOND    CLASS 0
 JZ2238
 JZ2238.The horizontal coordinates were scaled from a topographic map and have
 JZ2238.an estimated accuracy of +/- 6 seconds.
 JZ2238
 JZ2238.The orthometric height was determined by differential leveling
 JZ2238.and adjusted by the National Geodetic Survey in June 1991..
 JZ2238
 JZ2238.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2238.See file dsdata.txt to determine how the superseded data were derived.
 JZ2238
 JZ2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ158488(NAD 83)
 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     - UNK      MONUMENTED       CGS
 JZ2238  HISTORY     - 1947     GOOD             NGS
 JZ2238
 JZ2238                          STATION DESCRIPTION
 JZ2238
 JZ2238'DESCRIBED BY NATIONAL 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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1340 ***********************************************************************
 JZ1340  DESIGNATION -  COOK
 JZ1340  PID         -  JZ1340
 JZ1340  STATE/COUNTY-  IN/UNION
 JZ1340  USGS QUAD   -  FAIRHAVEN (1960)
 JZ1340
 JZ1340                         *CURRENT SURVEY CONTROL
 JZ1340  ___________________________________________________________________
 JZ1340* NAD 83(1997)-  39 37 54.64652(N)    084 51 59.17089(W)     ADJUSTED  
 JZ1340* NAVD 88     -       326.596  (meters)    1071.51   (feet)  ADJUSTED  
 JZ1340  ___________________________________________________________________
 JZ1340  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 JZ1340  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JZ1340  DYNAMIC HT  -         326.407 (meters)    1070.89  (feet)  COMP
 JZ1340  MODELED GRAV-     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
 JZ1340.and adjusted by the National Geodetic Survey in June 1991..
 JZ1340
 JZ1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ1340
 JZ1340.The geoid height was determined by GEOID03.
 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;                    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;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     -   0.99995402  x   1.00002475  =   0.99997877
 JZ1340!SPC OH S     -   0.99995402  x   0.99994521  =   0.99989923
 JZ1340!UTM  16      -   0.99995402  x   1.00001278  =   0.99996680
 JZ1340
 JZ1340:                Primary Azimuth Mark                     Grid Az
 JZ1340:SPC IN E     -  BOSTON CONCRETE SILO                     002 10 27.9
 JZ1340:SPC OH S     -  BOSTON CONCRETE SILO                     004 11 11.1
 JZ1340:UTM  16      -  BOSTON CONCRETE SILO                     001 19 24.9
 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
 JZ1340.Superseded values are not recommended for survey control.
 JZ1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1340.See file dsdata.txt to determine how the superseded data were derived.
 JZ1340
 JZ1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8310389072(NAD 83)
 JZ1340_MARKER: DS = TRIANGULATION STATION DISK
 JZ1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1340_STAMPING: COOK 1932
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 ME2198 ***********************************************************************
 ME2198  DESIGNATION -  COOK
 ME2198  PID         -  ME2198
 ME2198  STATE/COUNTY-  IN/ELKHART
 ME2198  USGS QUAD   -  OSCEOLA (1994)
 ME2198
 ME2198                         *CURRENT SURVEY CONTROL
 ME2198  ___________________________________________________________________
 ME2198* NAD 83(1997)-  41 38 14.93226(N)    086 00 10.62186(W)     ADJUSTED  
 ME2198* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 ME2198  ___________________________________________________________________
 ME2198  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 ME2198  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 ME2198
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2198
 ME2198.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 ME2198| PID    Reference Object                     Distance      Geod. Az  |
 ME2198|                                                           dddmmss.s |
 ME2198| ME2199 NO 223 ILGS 1952                     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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2198.See file dsdata.txt to determine how the superseded data were derived.
 ME2198
 ME2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM8304110008(NAD 83)
 ME2198_MARKER: DS = TRIANGULATION STATION DISK
 ME2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2198'PROPERTY OWNED BY W.R. AND WILMAC COOK.  IT IS 94 FEET SOUTHEAST OF
 ME2198'THE SOUTHEAST CORNER OF A BRICK
 ME2198'BUILDING, 47 FEET WEST OF THE CENTER OF THE HIGHWAY AND 7
 ME2198'FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 ME2198'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
 ME2198'POWERLINE POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED COOK NO 1
 ME2198'1952.
 ME2198'
 ME2198'NO. 223 (INGS) WAS USED AS A REFERENCE MARK AND IT IS 84 FEET
 ME2198'SOUTHWEST OF THE
 ME2198'NORTHWEST CORNER OF A BRICK BUILDING, 34 FEET SOUTHWEST OF A
 ME2198'POWERLINE POLE AND 32 FEET EAST OF
 ME2198'THE CENTER OF THE HIGHWAY.  THE MARK IS A CONCRETE POST 6 BY 6 INCHES
 ME2198'IN DIAMETER WHICH PROJECTS 4 INCHES
 ME2198'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,
 ME2198'20 FEET NORTHWEST OF A 9 INCH MAPLE TREE, 2 FEET NORTHWEST OF A WHITE
 ME2198'WITNESS POST AND 1 FOOT WEST OF A
 ME2198'NORTH-SOUTH FENCELINE.  THE MARK PROJECTS 8 INCHES
 ME2198'AND THE DISK IS 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
 ME2198'IS JUST NORTH OF THE NEW YORK CENTRAL RAILROAD VIADUCT IN THE
 ME2198'SOUTHWEST SECTION OF ELKHART, GO
 ME2198'SOUTH ON STATE HIGHWAY 19 (NAPPANEE) FOR 2.2 MILES TO THE
 ME2198'STATION ON THE RIGHT AS DESCRIBED,
 ME2198'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
 ME2198'IN GOOD CONDITION.
 ME2198'NO. 223 (INGS) WAS NOT FOUND AND IS ASSUMED
 ME2198'TO HAVE BEEN DESTROYED BY ROAD
 ME2198'CONSTRUCTION.  THE LINE OF SIGHT TO THE
 ME2198'AZIMUTH MARK WAS OBSTRUCTED BY A UTILITY POLE.
 ME2198'THE DISTANCE TO REFERENCE
 ME2198'MARK 1 CHECKED.  A REFERENCE MARK 2 WAS SET.  A NEW DESCRIPTION
 ME2198'FOLLOWS-
 ME2198'
 ME2198'THE STATION MARK IS 71 FEET EAST OF THE NORTHEAST CORNER OF A
 ME2198'YELLOW BRICK HOUSE
 ME2198'OWNED BY MRS. SAWYER, 55 FEET NORTH OF THE CENTERLINE
 ME2198'OF DRIVEWAY TO THE HOUSE, 31 FEET
 ME2198'NORTHWEST OF A CONCRETE RIGHT-OF-WAY
 ME2198'POST, 46 FEET WEST OF THE CENTERLINE OF STATE
 ME2198'HIGHWAY 19, 94
 ME2198'FEET SOUTHEAST OF A RED BRICK HOUSE, ON THE PROPERTY OF MRS.
 ME2198'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,
 ME2198'U.S. HIGHWAY 33
 ME2198'AND STATE HIGHWAY 19 AT THE SOUTHWEST EDGE OF ELKHART,
 ME2198'GO SOUTH ON STATE HIGHWAY 19 FOR
 ME2198'2.0 MILES TO THE STATION ON THE RIGHT.
 ME2198'CONTINUE SOUTH ON THE HIGHWAY FOR 0.6 MILE TO THE
 ME2198'MARK ON THE LEFT.
 ME2198'
 ME2198'REFERENCE MARK 1 IS 39 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 ME2198'40 FEET NORTH OF
 ME2198'THE CENTERLINE OF A DRIVEWAY, 22 FEET SOUTH OF A
 ME2198'CONCRETE RIGHT-OF-WAY POST AND 2
 ME2198'FEET WEST OF A POWER POLE.  THE MONUMENT
 ME2198'PROJECTS 6 INCHES AND THE DISK IS STAMPED COOK NO 1
 ME2198'1952.
 ME2198'
 ME2198'REFERENCE MARK 2 IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 ME2198'NORTHEAST CORNER
 ME2198'OF THE CONCRETE DRIVEWAY TO THE SAWYER HOME, 18 FEET
 ME2198'SOUTH OF A CONCRETE RIGHT-OF-WAY
 ME2198'POST, 6 FEET NORTH OF THE CENTERLINE
 ME2198'OF THE DRIVE AND 40 FEET WEST OF THE CENTERLINE OF
 ME2198'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
 ME2198'WEST OF A FENCE,
 ME2198'23 FEET NORTH OF A FENCE CORNER AND 39 FEET EAST OF
 ME2198'THE CENTERLINE OF THE HIGHWAY.  THE
 ME2198'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'COOK 1952 FOUND GOOD.
 ME2198'
 ME2198'STATION MARK WAS FOUND.
 ME2198'DISCRIPTION OF HOW TO REACH STATION AND LOCATION IS CORRECT EXCEPT
 ME2198'PROPERTY IS NOW OWNED BY MR. MEYERS.
 ME2198'
 ME2198'COOK NO. 1 1952 FOUND GOOD.
 ME2198'
 ME2198'REFERENCE MARK NO. 1 WAS FOUND.
 ME2198'DISCRIPTION AND LOCATION IS CORRECT.
 ME2198'
 ME2198'COOK 1952 NO. 2 1970 FOUND GOOD.
 ME2198'
 ME2198'REFERENCE MARK NO. 2 WAS FOUND.
 ME2198'DISCRIPTION AND LOCATION IS CORRECT.
 ME2198'
 ME2198'COOK 1952 AZ MK FOUND GOOD.
 ME2198'
 ME2198'AZIMUTH MARK WAS FOUND.
 ME2198'DISCRIPTION AND LOCATION IS CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA2019 ***********************************************************************
 KA2019  DESIGNATION -  COOK
 KA2019  PID         -  KA2019
 KA2019  STATE/COUNTY-  IN/PUTNAM
 KA2019  USGS QUAD   -  REELSVILLE (1986)
 KA2019
 KA2019                         *CURRENT SURVEY CONTROL
 KA2019  ___________________________________________________________________
 KA2019* NAD 83(1997)-  39 32 54.65519(N)    086 57 47.89329(W)     ADJUSTED  
 KA2019* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 KA2019  ___________________________________________________________________
 KA2019  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 KA2019  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KA2019
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2019
 KA2019.The geoid height was determined by GEOID03.
 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     -   0.99996958  x   0.99996798  =   0.99993756
 KA2019!UTM  16      -   0.99996958  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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2019.See file dsdata.txt to determine how the superseded data were derived.
 KA2019
 KA2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0315377649(NAD 83)
 KA2019_MARKER: DS = TRIANGULATION STATION DISK
 KA2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2577 ***********************************************************************
 LB2577  DESIGNATION -  COOK
 LB2577  PID         -  LB2577
 LB2577  STATE/COUNTY-  IN/MONTGOMERY
 LB2577  USGS QUAD   -  LINDEN (1986)
 LB2577
 LB2577                         *CURRENT SURVEY CONTROL
 LB2577  ___________________________________________________________________
 LB2577* NAD 83(1997)-  40 10 53.50840(N)    086 57 15.43857(W)     ADJUSTED  
 LB2577* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 LB2577  ___________________________________________________________________
 LB2577  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 LB2577  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 LB2577
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2577
 LB2577.The geoid height was determined by GEOID03.
 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     -   0.99996478  x   0.99996815  =   0.99993293
 LB2577!UTM  16      -   0.99996478  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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2577.See file dsdata.txt to determine how the superseded data were derived.
 LB2577
 LB2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0389247907(NAD 83)
 LB2577_MARKER: DS = TRIANGULATION STATION DISK
 LB2577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2577_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ1341 ***********************************************************************
 JZ1341  DESIGNATION -  COOK RM 1
 JZ1341  PID         -  JZ1341
 JZ1341  STATE/COUNTY-  IN/UNION
 JZ1341  USGS QUAD   -  FAIRHAVEN (1960)
 JZ1341
 JZ1341                         *CURRENT SURVEY CONTROL
 JZ1341  ___________________________________________________________________
 JZ1341* NAD 83(1986)-  39 37 53.     (N)    084 52 00.     (W)     SCALED    
 JZ1341* NAVD 88     -       327.257  (meters)    1073.68   (feet)  ADJUSTED  
 JZ1341  ___________________________________________________________________
 JZ1341  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JZ1341  DYNAMIC HT  -         327.067 (meters)    1073.05  (feet)  COMP
 JZ1341  MODELED GRAV-     980,036.4   (mgal)                       NAVD 88
 JZ1341
 JZ1341  VERT ORDER  -  SECOND    CLASS 0
 JZ1341
 JZ1341.The horizontal coordinates were scaled from a topographic map and have
 JZ1341.an estimated accuracy of +/- 6 seconds.
 JZ1341
 JZ1341.The orthometric height was determined by differential leveling
 JZ1341.and adjusted by the National Geodetic Survey in June 1991..
 JZ1341
 JZ1341.The geoid height was determined by GEOID03.
 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     -   486,900.      168,680.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1341.See file dsdata.txt to determine how the superseded data were derived.
 JZ1341
 JZ1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ830890(NAD 83)
 JZ1341_MARKER: DR = REFERENCE MARK DISK
 JZ1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1341_STAMPING: COOK NO 1 1932
 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             NGS
 JZ1341  HISTORY     - 20040324 GOOD             USI
 JZ1341
 JZ1341                          STATION DESCRIPTION
 JZ1341
 JZ1341'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1338 ***********************************************************************
 JZ1338  DESIGNATION -  COOK RM 2
 JZ1338  PID         -  JZ1338
 JZ1338  STATE/COUNTY-  IN/UNION
 JZ1338  USGS QUAD   -  FAIRHAVEN (1960)
 JZ1338
 JZ1338                         *CURRENT SURVEY CONTROL
 JZ1338  ___________________________________________________________________
 JZ1338* NAD 83(1986)-  39 37 54.     (N)    084 52 17.     (W)     SCALED    
 JZ1338* NAVD 88     -       326.403  (meters)    1070.87   (feet)  ADJUSTED  
 JZ1338  ___________________________________________________________________
 JZ1338  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JZ1338  DYNAMIC HT  -         326.214 (meters)    1070.25  (feet)  COMP
 JZ1338  MODELED GRAV-     980,036.1   (mgal)                       NAVD 88
 JZ1338
 JZ1338  VERT ORDER  -  SECOND    CLASS 0
 JZ1338
 JZ1338.The horizontal coordinates were scaled from a topographic map and have
 JZ1338.an estimated accuracy of +/- 6 seconds.
 JZ1338
 JZ1338.The orthometric height was determined by differential leveling
 JZ1338.and adjusted by the National Geodetic Survey in June 1991..
 JZ1338
 JZ1338.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1338.See file dsdata.txt to determine how the superseded data were derived.
 JZ1338
 JZ1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ826890(NAD 83)
 JZ1338_MARKER: DR = REFERENCE MARK DISK
 JZ1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1338_STAMPING: COOK NO 2 1932
 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             NGS
 JZ1338
 JZ1338                          STATION DESCRIPTION
 JZ1338
 JZ1338'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1339 ***********************************************************************
 JZ1339  DESIGNATION -  COOK RM 3
 JZ1339  PID         -  JZ1339
 JZ1339  STATE/COUNTY-  IN/UNION
 JZ1339  USGS QUAD   -  FAIRHAVEN (1960)
 JZ1339
 JZ1339                         *CURRENT SURVEY CONTROL
 JZ1339  ___________________________________________________________________
 JZ1339* NAD 83(1986)-  39 37 54.     (N)    084 52 02.     (W)     SCALED    
 JZ1339* NAVD 88     -       326.837  (meters)    1072.30   (feet)  ADJUSTED  
 JZ1339  ___________________________________________________________________
 JZ1339  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JZ1339  DYNAMIC HT  -         326.648 (meters)    1071.68  (feet)  COMP
 JZ1339  MODELED GRAV-     980,036.3   (mgal)                       NAVD 88
 JZ1339
 JZ1339  VERT ORDER  -  SECOND    CLASS 0
 JZ1339
 JZ1339.The horizontal coordinates were scaled from a topographic map and have
 JZ1339.an estimated accuracy of +/- 6 seconds.
 JZ1339
 JZ1339.The orthometric height was determined by differential leveling
 JZ1339.and adjusted by the National Geodetic Survey in June 1991..
 JZ1339
 JZ1339.The geoid height was determined by GEOID03.
 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     -   486,930.      168,630.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1339.See file dsdata.txt to determine how the superseded data were derived.
 JZ1339
 JZ1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ830890(NAD 83)
 JZ1339_MARKER: DR = REFERENCE MARK DISK
 JZ1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1339_STAMPING: COOK NO 3 1932
 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             NGS
 JZ1339
 JZ1339                          STATION DESCRIPTION
 JZ1339
 JZ1339'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME2399 ***********************************************************************
 ME2399  DESIGNATION -  CORBURG
 ME2399  PID         -  ME2399
 ME2399  STATE/COUNTY-  IN/PORTER
 ME2399  USGS QUAD   -  WANATAH (1972)
 ME2399
 ME2399                         *CURRENT SURVEY CONTROL
 ME2399  ___________________________________________________________________
 ME2399* NAD 83(1997)-  41 29 57.00809(N)    086 57 39.03367(W)     ADJUSTED  
 ME2399* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 ME2399  ___________________________________________________________________
 ME2399  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 ME2399  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 ME2399
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2399
 ME2399.The geoid height was determined by GEOID03.
 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     -   0.99996782  x   0.99996795  =   0.99993577
 ME2399!UTM  16      -   0.99996782  x   0.99960013  =   0.99956797
 ME2399
 ME2399:                Primary Azimuth Mark                     Grid Az
 ME2399:SPC IN W     -  CHICAGO NEW YORK AWY BEACON 4B           036 28 13.1
 ME2399:UTM  16      -  CHICAGO NEW YORK AWY BEACON 4B           036 31 31.9
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2399.See file dsdata.txt to determine how the superseded data were derived.
 ME2399
 ME2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0326894173(NAD 83)
 ME2399_MARKER: DS = TRIANGULATION STATION DISK
 ME2399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2399'PROPERTY OWNED BY MR. L. YOUNG.  IT IS 71 FEET SOUTHEAST OF THE
 ME2399'CENTER OF STATE HIGHWAY 2, 56 FEET
 ME2399'SOUTHWEST OF A 24 INCH OAK TREE, 26 FEET SOUTHEAST OF A 12 INCH
 ME2399'LOCUST TREE AND FENCE CORNER AND 9 FEET
 ME2399'EAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH
 ME2399'AND THE DISK IS STAMPED CORBURG 1948.
 ME2399'
 ME2399'REFERENCE MARK NO. 1 IS 88.82 FEET SOUTHEAST OF THE STATION.  IT IS
 ME2399'54 FEET SOUTHEAST OF THE NORTHEAST
 ME2399'CORNER OF A CORNCRIB AND 46 FEET EAST OF THE SOUTHEAST CORNER OF THE
 ME2399'CORNCRIB.  THE MARK PROJECTS 4
 ME2399'INCHES 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
 ME2399'69 FEET SOUTHEAST OF THE CENTER OF
 ME2399'THE HIGHWAY AND 12 FEET SOUTHEAST OF A FENCE LINE.  THE MARK IS FLUSH
 ME2399'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
 ME2399'FEET SOUTHEAST OF THE CENTER OF
 ME2399'THE HIGHWAY, AND 2 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK
 ME2399'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
 ME2399'WESTVILLE GO SOUTHWEST ON HIGHWAY 2 FOR 4.0 MILE TO THE STATION ON
 ME2399'THE LEFT AS DESCRIBED.  CONTINUE
 ME2399'SOUTHWEST FOR 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 = OCTOBER  6, 2006
 JA1725 ***********************************************************************
 JA1725  DESIGNATION -  CORJUNC
 JA1725  PID         -  JA1725
 JA1725  STATE/COUNTY-  IN/HARRISON
 JA1725  USGS QUAD   -  CRANDALL (1994)
 JA1725
 JA1725                         *CURRENT SURVEY CONTROL
 JA1725  ___________________________________________________________________
 JA1725* NAD 83(1997)-  38 18 52.32659(N)    086 04 05.25772(W)     ADJUSTED  
 JA1725* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 JA1725  ___________________________________________________________________
 JA1725  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 JA1725  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 JA1725
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1725
 JA1725.The geoid height was determined by GEOID03.
 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     -   0.99996680  x   0.99998184  =   0.99994864
 JA1725!UTM  16      -   0.99996680  x   0.99968173  =   0.99964854
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1725.See file dsdata.txt to determine how the superseded data were derived.
 JA1725
 JA1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8146641125(NAD 83)
 JA1725_MARKER: DS = TRIANGULATION STATION DISK
 JA1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HA0549 ***********************************************************************
 HA0549  DESIGNATION -  CORN
 HA0549  PID         -  HA0549
 HA0549  STATE/COUNTY-  IN/SPENCER
 HA0549  USGS QUAD   -  LEWISPORT (1967)
 HA0549
 HA0549                         *CURRENT SURVEY CONTROL
 HA0549  ___________________________________________________________________
 HA0549* NAD 83(1997)-  37 57 27.63934(N)    086 55 19.11721(W)     ADJUSTED  
 HA0549* NAVD 88     -       119.890  (meters)     393.34   (feet)  ADJUSTED  
 HA0549  ___________________________________________________________________
 HA0549  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 HA0549  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 HA0549  DYNAMIC HT  -         119.809 (meters)     393.07  (feet)  COMP
 HA0549  MODELED GRAV-     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
 HA0549.and adjusted by the National Geodetic Survey in June 1991..
 HA0549
 HA0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA0549
 HA0549.The geoid height was determined by GEOID03.
 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;                    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  =   0.99989207
 HA0549!SPC KY S     -   0.99998613  x   1.00000453  =   0.99999066
 HA0549!UTM  16      -   0.99998613  x   0.99960058  =   0.99958671
 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|---------------------------------------------------------------------|
 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
 HA0549.Superseded values are not recommended for survey control.
 HA0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0549.See file dsdata.txt to determine how the superseded data were derived.
 HA0549
 HA0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0685401122(NAD 83)
 HA0549_MARKER: DS = TRIANGULATION STATION DISK
 HA0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0549_STAMPING: CORN 1946
 HA0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0549+STABILITY: SURFACE MOTION
 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             NGS
 HA0549  HISTORY     - 1969     GOOD             CGS
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA0552 ***********************************************************************
 HA0552  DESIGNATION -  CORN AZ MK
 HA0552  PID         -  HA0552
 HA0552  STATE/COUNTY-  IN/SPENCER
 HA0552  USGS QUAD   -  LEWISPORT (1967)
 HA0552
 HA0552                         *CURRENT SURVEY CONTROL
 HA0552  ___________________________________________________________________
 HA0552* NAD 83(1986)-  37 57 10.     (N)    086 56 26.     (W)     SCALED    
 HA0552* NAVD 88     -       120.674  (meters)     395.91   (feet)  ADJUSTED  
 HA0552  ___________________________________________________________________
 HA0552  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 HA0552  DYNAMIC HT  -         120.593 (meters)     395.65  (feet)  COMP
 HA0552  MODELED GRAV-     979,952.6   (mgal)                       NAVD 88
 HA0552
 HA0552  VERT ORDER  -  FIRST     CLASS II
 HA0552
 HA0552.The horizontal coordinates were scaled from a topographic map and have
 HA0552.an estimated accuracy of +/- 6 seconds.
 HA0552
 HA0552.The orthometric height was determined by differential leveling
 HA0552.and adjusted by the National Geodetic Survey in June 1991..
 HA0552
 HA0552.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0552.See file dsdata.txt to determine how the superseded data were derived.
 HA0552
 HA0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH052005(NAD 83)
 HA0552_MARKER: DZ = AZIMUTH MARK DISK
 HA0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0552_STAMPING: 1946
 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             NGS
 HA0552
 HA0552                          STATION DESCRIPTION
 HA0552
 HA0552'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA0550 ***********************************************************************
 HA0550  DESIGNATION -  CORN RM 2
 HA0550  PID         -  HA0550
 HA0550  STATE/COUNTY-  IN/SPENCER
 HA0550  USGS QUAD   -  LEWISPORT (1967)
 HA0550
 HA0550                         *CURRENT SURVEY CONTROL
 HA0550  ___________________________________________________________________
 HA0550* NAD 83(1986)-  37 57 27.     (N)    086 55 19.     (W)     SCALED    
 HA0550* NAVD 88     -       119.748  (meters)     392.87   (feet)  ADJUSTED  
 HA0550  ___________________________________________________________________
 HA0550  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 HA0550  DYNAMIC HT  -         119.667 (meters)     392.61  (feet)  COMP
 HA0550  MODELED GRAV-     979,950.0   (mgal)                       NAVD 88
 HA0550
 HA0550  VERT ORDER  -  FIRST     CLASS II
 HA0550
 HA0550.The horizontal coordinates were scaled from a topographic map and have
 HA0550.an estimated accuracy of +/- 6 seconds.
 HA0550
 HA0550.The orthometric height was determined by differential leveling
 HA0550.and adjusted by the National Geodetic Survey in June 1991..
 HA0550
 HA0550.The geoid height was determined by GEOID03.
 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     -   300,790.      914,180.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0550.See file dsdata.txt to determine how the superseded data were derived.
 HA0550
 HA0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH068011(NAD 83)
 HA0550_MARKER: DR = REFERENCE MARK DISK
 HA0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0550_STAMPING: CORN NO 2 1946
 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             NGS
 HA0550
 HA0550                          STATION DESCRIPTION
 HA0550
 HA0550'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH2918 ***********************************************************************
 DH2918  DESIGNATION -  CORPS OF DISCOVERY CLARKSVILLE
 DH2918  PID         -  DH2918
 DH2918  STATE/COUNTY-  IN/CLARK
 DH2918  USGS QUAD   -  NEW ALBANY (1992)
 DH2918
 DH2918                         *CURRENT SURVEY CONTROL
 DH2918  ___________________________________________________________________
 DH2918* NAD 83(1997)-  38 16 33.71011(N)    085 45 47.04373(W)     ADJUSTED  
 DH2918* NAVD 88     -       135.6    (meters)     445.     (feet)  GPS OBS   
 DH2918  ___________________________________________________________________
 DH2918  X           -     370,409.116 (meters)                     COMP
 DH2918  Y           -  -4,999,886.383 (meters)                     COMP
 DH2918  Z           -   3,929,605.787 (meters)                     COMP
 DH2918  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 DH2918  ELLIP HEIGHT-         102.31  (meters)          (05/04/05) GPS OBS
 DH2918  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 DH2918
 DH2918  HORZ ORDER  -  A
 DH2918  ELLP ORDER  -  FOURTH    CLASS II
 DH2918
 DH2918.The horizontal coordinates were established by GPS observations
 DH2918.and adjusted by the National Geodetic Survey in May 2005..
 DH2918
 DH2918.The orthometric height was determined by GPS observations and a
 DH2918.high-resolution geoid model.
 DH2918
 DH2918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2918
 DH2918.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2918
 DH2918.The ellipsoidal height was determined by GPS observations
 DH2918.and is referenced to NAD 83.
 DH2918
 DH2918.The geoid height was determined by GEOID03.
 DH2918
 DH2918;                    North         East     Units Scale Factor Converg.
 DH2918;SPC IN E     -   336,136.545    91,564.976   MT  0.99996754   -0 03 35.0
 DH2918;SPC IN E     - 1,102,807.98    300,409.43   sFT  0.99996754   -0 03 35.0
 DH2918;UTM  16      - 4,237,165.406   608,193.004   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  =   0.99972811
 DH2918
 DH2918                          SUPERSEDED SURVEY CONTROL
 DH2918
 DH2918.No superseded survey control is available for this station.
 DH2918
 DH2918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0819337165(NAD 83)
 DH2918_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DH2918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2918_STAMPING: CORPS OF DISCOVERY II
 DH2918_MARK LOGO: NGS   
 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 - November 05, 2001
 DH2918
 DH2918  HISTORY     - Date     Condition        Report By
 DH2918  HISTORY     - 20011105 MONUMENTED       INDNR
 DH2918
 DH2918                          STATION DESCRIPTION
 DH2918
 DH2918'DESCRIBED BY IN DEPT OF NAT RES 2001 (JRM)
 DH2918'TO BE ADDED LATER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3335 ***********************************************************************
 JZ3335  DESIGNATION -  CORRECT 1890
 JZ3335  PID         -  JZ3335
 JZ3335  STATE/COUNTY-  IN/RIPLEY
 JZ3335  USGS QUAD   -  VERSAILLES (1994)
 JZ3335
 JZ3335                         *CURRENT SURVEY CONTROL
 JZ3335  ___________________________________________________________________
 JZ3335* NAD 83(1997)-  39 00 56.72803(N)    085 16 59.82340(W)     ADJUSTED  
 JZ3335* NAVD 88     -       303.     (meters)     994.     (feet)  SCALED    
 JZ3335  ___________________________________________________________________
 JZ3335  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 JZ3335  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ3335
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3335
 JZ3335.The geoid height was determined by GEOID03.
 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     -   0.99995782  x   0.99998024  =   0.99993806
 JZ3335!UTM  16      -   0.99995782  x   0.99987200  =   0.99982983
 JZ3335
 JZ3335:                Primary Azimuth Mark                     Grid Az
 JZ3335:SPC IN E     -  HOLTON SOUTH BASE 1890                   282 41 23.5
 JZ3335:UTM  16      -  HOLTON SOUTH BASE 1890                   281 51 01.1
 JZ3335
 JZ3335|---------------------------------------------------------------------|
 JZ3335| PID    Reference Object                     Distance      Geod. Az  |
 JZ3335|                                                           dddmmss.s |
 JZ3335| JZ3337 HOLTON SOUTH BASE 1890              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
 JZ3335.Superseded values are not recommended for survey control.
 JZ3335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3335.See file dsdata.txt to determine how the superseded data were derived.
 JZ3335
 JZ3335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4862519927(NAD 83)
 JZ3335_MARKER: N = NAIL
 JZ3335_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 JZ3367 ***********************************************************************
 JZ3367  DESIGNATION -  CORROLL
 JZ3367  PID         -  JZ3367
 JZ3367  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ3367  USGS QUAD   -  ELIZABETHTOWN (1993)
 JZ3367
 JZ3367                         *CURRENT SURVEY CONTROL
 JZ3367  ___________________________________________________________________
 JZ3367* NAD 83(1997)-  39 09 49.84186(N)    085 51 27.96527(W)     ADJUSTED  
 JZ3367* NAVD 88     -       194.65   (+/-2cm)     638.6    (feet)  VERTCON   
 JZ3367  ___________________________________________________________________
 JZ3367  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 JZ3367  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JZ3367
 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ3367
 JZ3367.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3367
 JZ3367.The geoid height was determined by GEOID03.
 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  =   0.99969468
 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  NGVD 29 (07/19/86)  194.77   (m)          639.0    (f) LEVELING    3  
 JZ3367
 JZ3367.Superseded values are not recommended for survey control.
 JZ3367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3367.See file dsdata.txt to determine how the superseded data were derived.
 JZ3367
 JZ3367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9868135580(NAD 83)
 JZ3367_MARKER: DS = TRIANGULATION STATION DISK
 JZ3367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD1540 ***********************************************************************
 MD1540  DESIGNATION -  CORUNNA
 MD1540  PID         -  MD1540
 MD1540  STATE/COUNTY-  IN/DE KALB
 MD1540  USGS QUAD   -  CORUNNA (1973)
 MD1540
 MD1540                         *CURRENT SURVEY CONTROL
 MD1540  ___________________________________________________________________
 MD1540* NAD 83(1997)-  41 26 59.22365(N)    085 09 53.68952(W)     ADJUSTED  
 MD1540* NAVD 88     -       319.     (meters)    1047.     (feet)  SCALED    
 MD1540  ___________________________________________________________________
 MD1540  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 MD1540  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 MD1540
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1540
 MD1540.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1540.See file dsdata.txt to determine how the superseded data were derived.
 MD1540
 MD1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5328390315(NAD 83)
 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     SEE DESCRIPTION  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
 MD1540'THE SOUTHWEST CORNER OF A PASTURE AND ON LAND OWNED BY JOHN LEINS.
 MD1540'IT IS 26 FEET EAST OF THE FENCE
 MD1540'CORNER AND ENTRANCE TO A CATTLE LANE AND ONE FOOT NORTH OF AN
 MD1540'EAST-WEST FENCE LINE.  THE MARK IS FLUSH AND
 MD1540'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
 MD1540'PROJECTS ABOUT 6 INCHES AND THE DISK 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
 MD1540'PROJECTS ABOUT 8 INCHES AND THE DISK 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
 MD1540'CENTER OF THE ROAD, 3 FEET WEST OF A WHITE WITNESS POST AND ONE FOOT
 MD1540'SOUTHEAST OF THE EAST GATE POST.  THE
 MD1540'MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED CORUNNA
 MD1540'1946.
 MD1540'
 MD1540'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 MD1540'HIGHWAY 327 SOUTH IN CORUNNA, GO
 MD1540'WEST ON COMBINED HIGHWAYS 6 AND 327 FOR 0.45 MILE TO WHERE HIGHWAY
 MD1540'327 TURN NORTH, TURN NORTH AND GO
 MD1540'ONE MILE TO CROSSROAD, TURN LEFT AND GO 0.15 MILE TO
 MD1540'THE AZIMUTH MARK ON THE RIGHT, CONTINUE STRAIGHT
 MD1540'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
 MD1540'SMALL HILL AND AN EAST-WEST FENCE LINE
 MD1540'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
 MD1540'RIGHT, THENCE 1.0 MILE N ON THE FORMER ONLY TO CROSSROADS AND TURN
 MD1540'LEFT, THENCE W 0.15 MILE TO AZIMUTH
 MD1540'MARK ON RIGHT, THENCE 0.3 MILE W, THENCE 0.15 MILE S ALONG E SIDE OF
 MD1540'FENCE TO TOP OF HILL AND STATION, 26
 MD1540'FEET E OF FENCE T-INTERSECTION, ONE FOOT N OF FENCE,
 MD1540'STANDARD DISKS STAMPED CORUNNA 1946, IS 1A AND 7A MARKS
 MD1540'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
 MD1540'DEG 29 MIN FROM STATION WHICH IS THE HIGHEST POINT OF THE HILL, AND
 MD1540'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
 MD1540'IN AZIMUTH 158 DEG 16 MIN FROM STATION AND ONE FOOT E OF N-S FENCE
 MD1540'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
 MD1540'STATION, ABOUT 20 YARDS E OF CREST OF RIDGE, 37 FEET E OF PROJECTED
 MD1540'CENTER LINE OF FARM LANE FROM THE S, 18
 MD1540'FEET N OF CENTER LINE OF ROAD, 0.4 FOOT HIGHER THAN SAME, 1.8
 MD1540'FEET WNW OF STEEL WITNESS POST, AND PROJECTS
 MD1540'0.7 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2595 ***********************************************************************
 LB2595  DESIGNATION -  CORWIN
 LB2595  PID         -  LB2595
 LB2595  STATE/COUNTY-  IN/TIPPECANOE
 LB2595  USGS QUAD   -  ROMNEY (1980)
 LB2595
 LB2595                         *CURRENT SURVEY CONTROL
 LB2595  ___________________________________________________________________
 LB2595* NAD 83(1997)-  40 15 36.82193(N)    086 58 48.32990(W)     ADJUSTED  
 LB2595* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 LB2595  ___________________________________________________________________
 LB2595  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 LB2595  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 LB2595
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2595
 LB2595.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2595.See file dsdata.txt to determine how the superseded data were derived.
 LB2595
 LB2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0169356641(NAD 83)
 LB2595_MARKER: DS = TRIANGULATION STATION DISK
 LB2595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1738 ***********************************************************************
 JA1738  DESIGNATION -  CORYDON
 JA1738  PID         -  JA1738
 JA1738  STATE/COUNTY-  IN/HARRISON
 JA1738  USGS QUAD   -  CORYDON EAST (1994)
 JA1738
 JA1738                         *CURRENT SURVEY CONTROL
 JA1738  ___________________________________________________________________
 JA1738* NAD 83(1997)-  38 10 26.11455(N)    086 07 26.36003(W)     ADJUSTED  
 JA1738* NAVD 88     -       280.     (meters)     919.     (feet)  SCALED    
 JA1738  ___________________________________________________________________
 JA1738  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 JA1738  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JA1738
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1738
 JA1738.The geoid height was determined by GEOID03.
 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  =   0.99994771
 JA1738!SPC IN W     -   0.99996128  x   1.00005366  =   1.00001494
 JA1738!SPC KY1Z     -   0.99996128  x   0.99991838  =   0.99987966
 JA1738!SPC KY S     -   0.99996128  x   1.00005277  =   1.00001405
 JA1738!UTM  16      -   0.99996128  x   0.99967251  =   0.99963380
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1738.See file dsdata.txt to determine how the superseded data were derived.
 JA1738
 JA1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7673025475(NAD 83)
 JA1738_MARKER: DS = TRIANGULATION STATION DISK
 JA1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD1702 ***********************************************************************
 MD1702  DESIGNATION -  COTTON
 MD1702  PID         -  MD1702
 MD1702  STATE/COUNTY-  IN/LAGRANGE
 MD1702  USGS QUAD   -  MIDDLEBURY (1994)
 MD1702
 MD1702                         *CURRENT SURVEY CONTROL
 MD1702  ___________________________________________________________________
 MD1702* NAD 83(1997)-  41 39 14.75778(N)    085 37 43.96150(W)     ADJUSTED  
 MD1702* NAVD 88     -       285.     (meters)     935.     (feet)  SCALED    
 MD1702  ___________________________________________________________________
 MD1702  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 MD1702  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 MD1702
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1702
 MD1702.The geoid height was determined by GEOID03.
 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     -   0.99996054  x   0.99996679  =   0.99992733
 MD1702!UTM  16      -   0.99996054  x   0.99976040  =   0.99972095
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1702.See file dsdata.txt to determine how the superseded data were derived.
 MD1702
 MD1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1416712280(NAD 83)
 MD1702_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1702
 MD1702  HISTORY     - Date     Condition        Report By
 MD1702  HISTORY     - 1947     MONUMENTED       CGS
 MD1702  HISTORY     - 1960     SEE DESCRIPTION  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
 MD1702'SOUTH SIDE OF U.S. HIGHWAY NO. 20.  IT IS 78 FEET SOUTH OF THE CENTER
 MD1702'OF U.S. HIGHWAY NO. 20, 13 FEET WEST
 MD1702'OF A FENCE CORNER, 4 FEET WEST OF A WHITE WITNESS
 MD1702'POST AND 1 FOOT NORTH OF A FENCELINE.  THE MARK
 MD1702'PROJECTS ABOUT 4 INCHES AND THE DISK IS
 MD1702'STAMPED 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
 MD1702'HIGHWAY AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS ABOUT 4
 MD1702'INCHES AND THE DISK IS STAMPED COTTON
 MD1702'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
 MD1702'HIGHWAY AND 1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS ABOUT 4
 MD1702'INCHES AND THE DISK IS STAMPED COTTON
 MD1702'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
 MD1702'HOUSE AND 93 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 20.
 MD1702'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
 MD1702'MILES WEST OF LAGRANGE GO WEST ON U.S. HIGHWAY NO. 20 FOR 2.6 MILE TO
 MD1702'STATION SITE ON THE LEFT,
 MD1702'CONTINUE FOR 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
 MD1702'N-S STREET THRU TOWN) IN LAGRANGE OR 2.6 MILES W FROM ITS CROSSING
 MD1702'WITH NO. 5 INDIANA HWY., 1.5 MILES E
 MD1702'OF LAGRANGE-ELKHART COUNTY LINE, AT LOCAL SUMIT OF
 MD1702'THE HIGHWAY GRADE, 49 FEET S OF CENTER LINE OF 22-FOOT
 MD1702'HWY. PAVEMENT, 3.9 FEET HIGHER THAN
 MD1702'SAME, 10 FEET W OF CORNER OF OVERGROWN FENCE THAT EXTENDS S OVER
 MD1702'HILL, STANDARD DISKS ARE STAMPED
 MD1702'COTTON 1947 AND SET IN 1A AND 7A MARKS, THE UPPER MARK PROJECTING 0.5
 MD1702'FOOT BUT A FOOT BELOW THE BUILT-UP
 MD1702'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
 MD1702'IN AZIMUTH 178 DEG. 43 MIN. FROM STATION, 49 FEET N OF CENTER LINE OF
 MD1702'HWY., 8 FEET W OF THE PROJECTED LINE OF
 MD1702'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
 MD1702'FENCE, IS 101.03 FEET OR 30.974 METERS W IN AZIMUTH 89 DEG. 04 MIN.
 MD1702'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
 MD1702'AZIMUTH 91 DEG. 38 MIN. 58.0 SEC. FROM STATION, 91 FEET E OF NE
 MD1702'CORNER OF MAIN BODY OF FRAME HOUSE, 89 FEET N OF
 MD1702'CENTER LINE OF HWY., 73.7 FEET SE OF SE CORNER OF CONCRETE BLOCK TOOL
 MD1702'HOUSE, AND 49 FEET E OF PROJECTED
 MD1702'PLANE OF E WALL OF SAME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2171 ***********************************************************************
 LB2171  DESIGNATION -  COUNTY
 LB2171  PID         -  LB2171
 LB2171  STATE/COUNTY-  IN/BENTON
 LB2171  USGS QUAD   -  FOWLER (1980)
 LB2171
 LB2171                         *CURRENT SURVEY CONTROL
 LB2171  ___________________________________________________________________
 LB2171* NAD 83(1997)-  40 34 37.31684(N)    087 15 10.89870(W)     ADJUSTED  
 LB2171* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 LB2171  ___________________________________________________________________
 LB2171  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 LB2171  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 LB2171
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2171
 LB2171.The geoid height was determined by GEOID03.
 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     -   0.99996556  x   0.99996921  =   0.99993478
 LB2171!UTM  16      -   0.99996556  x   0.99960565  =   0.99957123
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2171.See file dsdata.txt to determine how the superseded data were derived.
 LB2171
 LB2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7858591836(NAD 83)
 LB2171_MARKER: DS = TRIANGULATION STATION DISK
 LB2171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA0101 ***********************************************************************
 JA0101  DESIGNATION -  COX
 JA0101  PID         -  JA0101
 JA0101  STATE/COUNTY-  IN/ORANGE
 JA0101  USGS QUAD   -  PAOLI (1993)
 JA0101
 JA0101                         *CURRENT SURVEY CONTROL
 JA0101  ___________________________________________________________________
 JA0101* NAD 83(1997)-  38 32 03.22773(N)    086 27 29.47468(W)     ADJUSTED  
 JA0101* NAVD 88     -       254.982  (meters)     836.55   (feet)  ADJUSTED  
 JA0101  ___________________________________________________________________
 JA0101  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 JA0101  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 JA0101  DYNAMIC HT  -         254.807 (meters)     835.98  (feet)  COMP
 JA0101  MODELED GRAV-     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
 JA0101.and adjusted by the National Geodetic Survey in June 1991..
 JA0101
 JA0101.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0101
 JA0101.The geoid height was determined by GEOID03.
 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;                    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;SPC IN E     -   365,089.373    30,987.949   MT  1.00002530   -0 29 35.2
 JA0101;SPC IN E     - 1,197,797.38    101,666.30   sFT  1.00002530   -0 29 35.2
 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     -   0.99996522  x   1.00000324  =   0.99996846
 JA0101!SPC IN E     -   0.99996522  x   1.00002530  =   0.99999052
 JA0101!UTM  16      -   0.99996522  x   0.99962746  =   0.99959269
 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
 JA0101.Superseded values are not recommended for survey control.
 JA0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0101.See file dsdata.txt to determine how the superseded data were derived.
 JA0101
 JA0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4722365231(NAD 83)
 JA0101_MARKER: DS = TRIANGULATION STATION DISK
 JA0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0101_STAMPING: COX 1946
 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             NGS
 JA0101  HISTORY     - 1967     GOOD             CGS
 JA0101  HISTORY     - 20041208 GOOD             INDOT
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2497 ***********************************************************************
 LB2497  DESIGNATION -  COX
 LB2497  PID         -  LB2497
 LB2497  STATE/COUNTY-  IN/TIPTON
 LB2497  USGS QUAD   -  ARCADIA (1994)
 LB2497
 LB2497                         *CURRENT SURVEY CONTROL
 LB2497  ___________________________________________________________________
 LB2497* NAD 83(1997)-  40 14 48.61414(N)    086 01 46.60143(W)     ADJUSTED  
 LB2497* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 LB2497  ___________________________________________________________________
 LB2497  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 LB2497  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LB2497
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2497
 LB2497.The geoid height was determined by GEOID03.
 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     -   0.99996383  x   0.99997840  =   0.99994223
 LB2497!UTM  16      -   0.99996383  x   0.99968385  =   0.99964769
 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 3551831.5 |
 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
 LB2497.Superseded values are not recommended for survey control.
 LB2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2497.See file dsdata.txt to determine how the superseded data were derived.
 LB2497
 LB2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8253455606(NAD 83)
 LB2497_MARKER: DS = TRIANGULATION STATION DISK
 LB2497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2496 ***********************************************************************
 LB2496  DESIGNATION -  COX 2
 LB2496  PID         -  LB2496
 LB2496  STATE/COUNTY-  IN/TIPTON
 LB2496  USGS QUAD   -  ARCADIA (1994)
 LB2496
 LB2496                         *CURRENT SURVEY CONTROL
 LB2496  ___________________________________________________________________
 LB2496* NAD 83(1997)-  40 14 49.54382(N)    086 01 47.24093(W)     ADJUSTED  
 LB2496* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 LB2496  ___________________________________________________________________
 LB2496  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 LB2496  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LB2496
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2496
 LB2496.The geoid height was determined by GEOID03.
 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     -   0.99996383  x   0.99997841  =   0.99994224
 LB2496!UTM  16      -   0.99996383  x   0.99968382  =   0.99964766
 LB2496
 LB2496|---------------------------------------------------------------------|
 LB2496| PID    Reference Object                     Distance      Geod. Az  |
 LB2496|                                                           dddmmss.s |
 LB2496| LB2497 COX                                  32.415 METERS 15212     |
 LB2496| CC8513 COX RM                               33.467 METERS 17323     |
 LB2496| LB2504 CICERO MUNICIPAL TANK               APPROX.12.9 KM 1735746.1 |
 LB2496| LB2499 ARCADIA JENKINS GLASS CO TANK       APPROX. 8.4 KM 1755556.4 |
 LB2496| CC8515 COX 2 RM 2                           45.071 METERS 23340     |
 LB2496| CC8514 COX 2 AZ MK RESET                                  2684737.8 |
 LB2496| LB2469 TIPTON CO CTHSE CLOCK TOWER         APPROX. 4.0 KM 3460837.0 |
 LB2496| LB2462 TIPTON ST JOHN THE BAP CATH CH      APPROX. 4.4 KM 3515958.0 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2496.See file dsdata.txt to determine how the superseded data were derived.
 LB2496
 LB2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8251855634(NAD 83)
 LB2496_MARKER: DS = TRIANGULATION STATION DISK
 LB2496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2496_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA0098 ***********************************************************************
 JA0098  DESIGNATION -  COX AZ MK
 JA0098  PID         -  JA0098
 JA0098  STATE/COUNTY-  IN/ORANGE
 JA0098  USGS QUAD   -  PAOLI (1993)
 JA0098
 JA0098                         *CURRENT SURVEY CONTROL
 JA0098  ___________________________________________________________________
 JA0098* NAD 83(1986)-  38 32 17.     (N)    086 27 58.     (W)     SCALED    
 JA0098* NAVD 88     -       242.749  (meters)     796.42   (feet)  ADJUSTED  
 JA0098  ___________________________________________________________________
 JA0098  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JA0098  DYNAMIC HT  -         242.582 (meters)     795.87  (feet)  COMP
 JA0098  MODELED GRAV-     979,936.8   (mgal)                       NAVD 88
 JA0098
 JA0098  VERT ORDER  -  FIRST     CLASS II
 JA0098
 JA0098.The horizontal coordinates were scaled from a topographic map and have
 JA0098.an estimated accuracy of +/- 6 seconds.
 JA0098
 JA0098.The orthometric height was determined by differential leveling
 JA0098.and adjusted by the National Geodetic Survey in June 1991..
 JA0098
 JA0098.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0098.See file dsdata.txt to determine how the superseded data were derived.
 JA0098
 JA0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH465656(NAD 83)
 JA0098_MARKER: DZ = AZIMUTH MARK DISK
 JA0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0098_STAMPING: COX 1946 AZM
 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             NGS
 JA0098
 JA0098                          STATION DESCRIPTION
 JA0098
 JA0098'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2288 ***********************************************************************
 JZ2288  DESIGNATION -  COX GAS WELL
 JZ2288  PID         -  JZ2288
 JZ2288  STATE/COUNTY-  IN/DECATUR
 JZ2288  USGS QUAD   -  FOREST HILL (1993)
 JZ2288
 JZ2288                         *CURRENT SURVEY CONTROL
 JZ2288  ___________________________________________________________________
 JZ2288* NAD 83(1986)-  39 19 47.     (N)    085 34 54.     (W)     SCALED    
 JZ2288* NAVD 88     -       264.488  (meters)     867.74   (feet)  ADJUSTED  
 JZ2288  ___________________________________________________________________
 JZ2288  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ2288  DYNAMIC HT  -         264.323 (meters)     867.20  (feet)  COMP
 JZ2288  MODELED GRAV-     979,999.7   (mgal)                       NAVD 88
 JZ2288
 JZ2288  VERT ORDER  -  SECOND    CLASS 0
 JZ2288
 JZ2288.The horizontal coordinates were scaled from a topographic map and have
 JZ2288.an estimated accuracy of +/- 6 seconds.
 JZ2288
 JZ2288.The orthometric height was determined by differential leveling
 JZ2288.and adjusted by the National Geodetic Survey in June 1991..
 JZ2288
 JZ2288.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2288.See file dsdata.txt to determine how the superseded data were derived.
 JZ2288
 JZ2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ222543(NAD 83)
 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     - UNK      MONUMENTED       CGS
 JZ2288  HISTORY     - 1947     GOOD             NGS
 JZ2288
 JZ2288                          STATION DESCRIPTION
 JZ2288
 JZ2288'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0100 ***********************************************************************
 JA0100  DESIGNATION -  COX RM 1
 JA0100  PID         -  JA0100
 JA0100  STATE/COUNTY-  IN/ORANGE
 JA0100  USGS QUAD   -  PAOLI (1993)
 JA0100
 JA0100                         *CURRENT SURVEY CONTROL
 JA0100  ___________________________________________________________________
 JA0100* NAD 83(1986)-  38 32 03.     (N)    086 27 29.     (W)     SCALED    
 JA0100* NAVD 88     -       254.193  (meters)     833.96   (feet)  ADJUSTED  
 JA0100  ___________________________________________________________________
 JA0100  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JA0100  DYNAMIC HT  -         254.019 (meters)     833.39  (feet)  COMP
 JA0100  MODELED GRAV-     979,936.6   (mgal)                       NAVD 88
 JA0100
 JA0100  VERT ORDER  -  FIRST     CLASS II
 JA0100
 JA0100.The horizontal coordinates were scaled from a topographic map and have
 JA0100.an estimated accuracy of +/- 6 seconds.
 JA0100
 JA0100.The orthometric height was determined by differential leveling
 JA0100.and adjusted by the National Geodetic Survey in June 1991..
 JA0100
 JA0100.The geoid height was determined by GEOID03.
 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     -   364,970.      954,520.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0100.See file dsdata.txt to determine how the superseded data were derived.
 JA0100
 JA0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH472652(NAD 83)
 JA0100_MARKER: DR = REFERENCE MARK DISK
 JA0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0100_STAMPING: COX NO 1 1946
 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             NGS
 JA0100
 JA0100                          STATION DESCRIPTION
 JA0100
 JA0100'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0099 ***********************************************************************
 JA0099  DESIGNATION -  COX RM 2
 JA0099  PID         -  JA0099
 JA0099  STATE/COUNTY-  IN/ORANGE
 JA0099  USGS QUAD   -  PAOLI (1993)
 JA0099
 JA0099                         *CURRENT SURVEY CONTROL
 JA0099  ___________________________________________________________________
 JA0099* NAD 83(1986)-  38 32 03.     (N)    086 27 29.     (W)     SCALED    
 JA0099* NAVD 88     -       254.099  (meters)     833.66   (feet)  ADJUSTED  
 JA0099  ___________________________________________________________________
 JA0099  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JA0099  DYNAMIC HT  -         253.925 (meters)     833.09  (feet)  COMP
 JA0099  MODELED GRAV-     979,936.6   (mgal)                       NAVD 88
 JA0099
 JA0099  VERT ORDER  -  FIRST     CLASS II
 JA0099
 JA0099.The horizontal coordinates were scaled from a topographic map and have
 JA0099.an estimated accuracy of +/- 6 seconds.
 JA0099
 JA0099.The orthometric height was determined by differential leveling
 JA0099.and adjusted by the National Geodetic Survey in June 1991..
 JA0099
 JA0099.The geoid height was determined by GEOID03.
 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     -   364,970.      954,520.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0099.See file dsdata.txt to determine how the superseded data were derived.
 JA0099
 JA0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH472652(NAD 83)
 JA0099_MARKER: DR = REFERENCE MARK DISK
 JA0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0099_STAMPING: COX NO 2 1946
 JA0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0099+STABILITY: SURFACE MOTION
 JA0099
 JA0099  HISTORY     - Date     Condition        Report By
 JA0099  HISTORY     - 1946     MONUMENTED       CGS
 JA0099  HISTORY     - 1965     GOOD             NGS
 JA0099
 JA0099                          STATION DESCRIPTION
 JA0099
 JA0099'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0419 ***********************************************************************
 JA0419  DESIGNATION -  CRA 17 INFCC
 JA0419  PID         -  JA0419
 JA0419  STATE/COUNTY-  IN/CRAWFORD
 JA0419  USGS QUAD   -  BEECHWOOD (1993)
 JA0419
 JA0419                         *CURRENT SURVEY CONTROL
 JA0419  ___________________________________________________________________
 JA0419* NAD 83(1986)-  38 12 54.     (N)    086 27 09.     (W)     SCALED    
 JA0419* NAVD 88     -       132.333  (meters)     434.16   (feet)  ADJUSTED  
 JA0419  ___________________________________________________________________
 JA0419  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JA0419  DYNAMIC HT  -         132.240 (meters)     433.86  (feet)  COMP
 JA0419  MODELED GRAV-     979,924.2   (mgal)                       NAVD 88
 JA0419
 JA0419  VERT ORDER  -  FIRST     CLASS II
 JA0419
 JA0419.The horizontal coordinates were scaled from a topographic map and have
 JA0419.an estimated accuracy of +/- 6 seconds.
 JA0419
 JA0419.The orthometric height was determined by differential leveling
 JA0419.and adjusted by the National Geodetic Survey in June 1991..
 JA0419
 JA0419.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0419.See file dsdata.txt to determine how the superseded data were derived.
 JA0419
 JA0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH479298(NAD 83)
 JA0419_MARKER: DD = SURVEY DISK
 JA0419_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0419_SP_SET: BRIDGE
 JA0419_STAMPING: CRA 17 1963
 JA0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0419
 JA0419  HISTORY     - Date     Condition        Report By
 JA0419  HISTORY     - 1963     MONUMENTED       INFCC
 JA0419  HISTORY     - 1965     GOOD             NGS
 JA0419
 JA0419                          STATION DESCRIPTION
 JA0419
 JA0419'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0411 ***********************************************************************
 JA0411  DESIGNATION -  CRA 19 INFCC
 JA0411  PID         -  JA0411
 JA0411  STATE/COUNTY-  IN/CRAWFORD
 JA0411  USGS QUAD   -  BEECHWOOD (1993)
 JA0411
 JA0411                         *CURRENT SURVEY CONTROL
 JA0411  ___________________________________________________________________
 JA0411* NAD 83(1986)-  38 14 35.     (N)    086 27 50.     (W)     SCALED    
 JA0411* NAVD 88     -       135.633  (meters)     444.99   (feet)  ADJUSTED  
 JA0411  ___________________________________________________________________
 JA0411  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JA0411  DYNAMIC HT  -         135.538 (meters)     444.68  (feet)  COMP
 JA0411  MODELED GRAV-     979,923.8   (mgal)                       NAVD 88
 JA0411
 JA0411  VERT ORDER  -  FIRST     CLASS II
 JA0411
 JA0411.The horizontal coordinates were scaled from a topographic map and have
 JA0411.an estimated accuracy of +/- 6 seconds.
 JA0411
 JA0411.The orthometric height was determined by differential leveling
 JA0411.and adjusted by the National Geodetic Survey in June 1991..
 JA0411
 JA0411.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0411.See file dsdata.txt to determine how the superseded data were derived.
 JA0411
 JA0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH469329(NAD 83)
 JA0411_MARKER: DD = SURVEY DISK
 JA0411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0411_SP_SET: CULVERT
 JA0411_STAMPING: CRA 19 1963
 JA0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0411
 JA0411  HISTORY     - Date     Condition        Report By
 JA0411  HISTORY     - 1963     MONUMENTED       INFCC
 JA0411  HISTORY     - 1965     GOOD             NGS
 JA0411
 JA0411                          STATION DESCRIPTION
 JA0411
 JA0411'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0506 ***********************************************************************
 JA0506  DESIGNATION -  CRA 2 INFCC
 JA0506  PID         -  JA0506
 JA0506  STATE/COUNTY-  IN/CRAWFORD
 JA0506  USGS QUAD   -  BEECHWOOD (1993)
 JA0506
 JA0506                         *CURRENT SURVEY CONTROL
 JA0506  ___________________________________________________________________
 JA0506* NAD 83(1986)-  38 12 37.     (N)    086 29 08.     (W)     SCALED    
 JA0506* NAVD 88     -       149.588  (meters)     490.77   (feet)  ADJUSTED  
 JA0506  ___________________________________________________________________
 JA0506  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JA0506  DYNAMIC HT  -         149.481 (meters)     490.42  (feet)  COMP
 JA0506  MODELED GRAV-     979,916.0   (mgal)                       NAVD 88
 JA0506
 JA0506  VERT ORDER  -  FIRST     CLASS II
 JA0506
 JA0506.The horizontal coordinates were scaled from a topographic map and have
 JA0506.an estimated accuracy of +/- 6 seconds.
 JA0506
 JA0506.The orthometric height was determined by differential leveling
 JA0506.and adjusted by the National Geodetic Survey in June 1991..
 JA0506
 JA0506.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0506.See file dsdata.txt to determine how the superseded data were derived.
 JA0506
 JA0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH450292(NAD 83)
 JA0506_MARKER: DD = SURVEY DISK
 JA0506_SETTING: 66 = SET IN ROCK OUTCROP
 JA0506_SP_SET: ROCK OUTCROP
 JA0506_STAMPING: CRA 2 1963
 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             NGS
 JA0506
 JA0506                          STATION DESCRIPTION
 JA0506
 JA0506'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0410 ***********************************************************************
 JA0410  DESIGNATION -  CRA 20 INFCC
 JA0410  PID         -  JA0410
 JA0410  STATE/COUNTY-  IN/CRAWFORD
 JA0410  USGS QUAD   -  BEECHWOOD (1993)
 JA0410
 JA0410                         *CURRENT SURVEY CONTROL
 JA0410  ___________________________________________________________________
 JA0410* NAD 83(1986)-  38 14 49.     (N)    086 28 24.     (W)     SCALED    
 JA0410* NAVD 88     -       133.094  (meters)     436.66   (feet)  ADJUSTED  
 JA0410  ___________________________________________________________________
 JA0410  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JA0410  DYNAMIC HT  -         133.000 (meters)     436.35  (feet)  COMP
 JA0410  MODELED GRAV-     979,926.6   (mgal)                       NAVD 88
 JA0410
 JA0410  VERT ORDER  -  FIRST     CLASS II
 JA0410
 JA0410.The horizontal coordinates were scaled from a topographic map and have
 JA0410.an estimated accuracy of +/- 6 seconds.
 JA0410
 JA0410.The orthometric height was determined by differential leveling
 JA0410.and adjusted by the National Geodetic Survey in June 1991..
 JA0410
 JA0410.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0410.See file dsdata.txt to determine how the superseded data were derived.
 JA0410
 JA0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH460333(NAD 83)
 JA0410_MARKER: DD = SURVEY DISK
 JA0410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0410_SP_SET: CULVERT
 JA0410_STAMPING: CRA 20 1963
 JA0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0410
 JA0410  HISTORY     - Date     Condition        Report By
 JA0410  HISTORY     - 1963     MONUMENTED       INFCC
 JA0410  HISTORY     - 1965     GOOD             NGS
 JA0410
 JA0410                          STATION DESCRIPTION
 JA0410
 JA0410'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0406 ***********************************************************************
 JA0406  DESIGNATION -  CRA 21 INFCC
 JA0406  PID         -  JA0406
 JA0406  STATE/COUNTY-  IN/CRAWFORD
 JA0406  USGS QUAD   -  ENGLISH (1993)
 JA0406
 JA0406                         *CURRENT SURVEY CONTROL
 JA0406  ___________________________________________________________________
 JA0406* NAD 83(1986)-  38 15 34.     (N)    086 28 32.     (W)     SCALED    
 JA0406* NAVD 88     -       135.961  (meters)     446.07   (feet)  ADJUSTED  
 JA0406  ___________________________________________________________________
 JA0406  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JA0406  DYNAMIC HT  -         135.866 (meters)     445.75  (feet)  COMP
 JA0406  MODELED GRAV-     979,928.6   (mgal)                       NAVD 88
 JA0406
 JA0406  VERT ORDER  -  FIRST     CLASS II
 JA0406
 JA0406.The horizontal coordinates were scaled from a topographic map and have
 JA0406.an estimated accuracy of +/- 6 seconds.
 JA0406
 JA0406.The orthometric height was determined by differential leveling
 JA0406.and adjusted by the National Geodetic Survey in June 1991..
 JA0406
 JA0406.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0406.See file dsdata.txt to determine how the superseded data were derived.
 JA0406
 JA0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH458347(NAD 83)
 JA0406_MARKER: DD = SURVEY DISK
 JA0406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0406_SP_SET: BRIDGE
 JA0406_STAMPING: CRA 21 1963
 JA0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0406
 JA0406  HISTORY     - Date     Condition        Report By
 JA0406  HISTORY     - 1963     MONUMENTED       INFCC
 JA0406  HISTORY     - 1965     GOOD             NGS
 JA0406
 JA0406                          STATION DESCRIPTION
 JA0406
 JA0406'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0400 ***********************************************************************
 JA0400  DESIGNATION -  CRA 22 INFCC
 JA0400  PID         -  JA0400
 JA0400  STATE/COUNTY-  IN/CRAWFORD
 JA0400  USGS QUAD   -  ENGLISH (1993)
 JA0400
 JA0400                         *CURRENT SURVEY CONTROL
 JA0400  ___________________________________________________________________
 JA0400* NAD 83(1986)-  38 16 54.     (N)    086 28 03.     (W)     SCALED    
 JA0400* NAVD 88     -       141.298  (meters)     463.58   (feet)  ADJUSTED  
 JA0400  ___________________________________________________________________
 JA0400  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JA0400  DYNAMIC HT  -         141.198 (meters)     463.25  (feet)  COMP
 JA0400  MODELED GRAV-     979,924.7   (mgal)                       NAVD 88
 JA0400
 JA0400  VERT ORDER  -  FIRST     CLASS II
 JA0400
 JA0400.The horizontal coordinates were scaled from a topographic map and have
 JA0400.an estimated accuracy of +/- 6 seconds.
 JA0400
 JA0400.The orthometric height was determined by differential leveling
 JA0400.and adjusted by the National Geodetic Survey in June 1991..
 JA0400
 JA0400.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0400.See file dsdata.txt to determine how the superseded data were derived.
 JA0400
 JA0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH465372(NAD 83)
 JA0400_MARKER: DD = SURVEY DISK
 JA0400_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0400_SP_SET: BRIDGE
 JA0400_STAMPING: CRA 22 1963
 JA0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0400
 JA0400  HISTORY     - Date     Condition        Report By
 JA0400  HISTORY     - 1963     MONUMENTED       INFCC
 JA0400  HISTORY     - 1965     GOOD             NGS
 JA0400
 JA0400                          STATION DESCRIPTION
 JA0400
 JA0400'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0397 ***********************************************************************
 JA0397  DESIGNATION -  CRA 24 INFCC
 JA0397  PID         -  JA0397
 JA0397  STATE/COUNTY-  IN/CRAWFORD
 JA0397  USGS QUAD   -  ENGLISH (1993)
 JA0397
 JA0397                         *CURRENT SURVEY CONTROL
 JA0397  ___________________________________________________________________
 JA0397* NAD 83(1986)-  38 18 35.     (N)    086 27 40.     (W)     SCALED    
 JA0397* NAVD 88     -       238.558  (meters)     782.67   (feet)  ADJUSTED  
 JA0397  ___________________________________________________________________
 JA0397  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JA0397  DYNAMIC HT  -         238.391 (meters)     782.12  (feet)  COMP
 JA0397  MODELED GRAV-     979,925.7   (mgal)                       NAVD 88
 JA0397
 JA0397  VERT ORDER  -  FIRST     CLASS II
 JA0397
 JA0397.The horizontal coordinates were scaled from a topographic map and have
 JA0397.an estimated accuracy of +/- 6 seconds.
 JA0397
 JA0397.The orthometric height was determined by differential leveling
 JA0397.and adjusted by the National Geodetic Survey in June 1991..
 JA0397
 JA0397.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA0397
 JA0397  NGVD 29 (??/??/92)  238.66   (m)          783.0    (f) COMPUTED    1 2
 JA0397
 JA0397.Superseded values are not recommended for survey control.
 JA0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0397.See file dsdata.txt to determine how the superseded data were derived.
 JA0397
 JA0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH471403(NAD 83)
 JA0397_MARKER: DD = SURVEY DISK
 JA0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0397_STAMPING: CRA 24 1963
 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             NGS
 JA0397
 JA0397                          STATION DESCRIPTION
 JA0397
 JA0397'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0287 ***********************************************************************
 JA0287  DESIGNATION -  CRA 27 INFC
 JA0287  PID         -  JA0287
 JA0287  STATE/COUNTY-  IN/CRAWFORD
 JA0287  USGS QUAD   -  ENGLISH (1993)
 JA0287
 JA0287                         *CURRENT SURVEY CONTROL
 JA0287  ___________________________________________________________________
 JA0287* NAD 83(1986)-  38 19 41.     (N)    086 28 30.     (W)     SCALED    
 JA0287* NAVD 88     -       168.794  (meters)     553.78   (feet)  ADJUSTED  
 JA0287  ___________________________________________________________________
 JA0287  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JA0287  DYNAMIC HT  -         168.676 (meters)     553.40  (feet)  COMP
 JA0287  MODELED GRAV-     979,927.7   (mgal)                       NAVD 88
 JA0287
 JA0287  VERT ORDER  -  FIRST     CLASS II
 JA0287
 JA0287.The horizontal coordinates were scaled from a topographic map and have
 JA0287.an estimated accuracy of +/- 6 seconds.
 JA0287
 JA0287.The orthometric height was determined by differential leveling
 JA0287.and adjusted by the National Geodetic Survey in June 1991..
 JA0287
 JA0287.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0287.See file dsdata.txt to determine how the superseded data were derived.
 JA0287
 JA0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH458423(NAD 83)
 JA0287_MARKER: DD = SURVEY DISK
 JA0287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0287_SP_SET: BRIDGE
 JA0287_STAMPING: CRA 27 1963
 JA0287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0287
 JA0287  HISTORY     - Date     Condition        Report By
 JA0287  HISTORY     - 1963     MONUMENTED       INFCC
 JA0287  HISTORY     - 1965     GOOD             NGS
 JA0287
 JA0287                          STATION DESCRIPTION
 JA0287
 JA0287'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0533 ***********************************************************************
 JA0533  DESIGNATION -  CRA 31 INFCC
 JA0533  PID         -  JA0533
 JA0533  STATE/COUNTY-  IN/CRAWFORD
 JA0533  USGS QUAD   -  TASWELL (1993)
 JA0533
 JA0533                         *CURRENT SURVEY CONTROL
 JA0533  ___________________________________________________________________
 JA0533* NAD 83(1986)-  38 19 33.     (N)    086 37 29.     (W)     SCALED    
 JA0533* NAVD 88     -       221.157  (meters)     725.58   (feet)  ADJUSTED  
 JA0533  ___________________________________________________________________
 JA0533  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JA0533  DYNAMIC HT  -         221.004 (meters)     725.08  (feet)  COMP
 JA0533  MODELED GRAV-     979,932.9   (mgal)                       NAVD 88
 JA0533
 JA0533  VERT ORDER  -  FIRST     CLASS II
 JA0533
 JA0533.The horizontal coordinates were scaled from a topographic map and have
 JA0533.an estimated accuracy of +/- 6 seconds.
 JA0533
 JA0533.The orthometric height was determined by differential leveling
 JA0533.and adjusted by the National Geodetic Survey in June 1991..
 JA0533
 JA0533.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0533.See file dsdata.txt to determine how the superseded data were derived.
 JA0533
 JA0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH328420(NAD 83)
 JA0533_MARKER: DD = SURVEY DISK
 JA0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0533_STAMPING: CRA 31 1963
 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             NGS
 JA0533
 JA0533                          STATION DESCRIPTION
 JA0533
 JA0533'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ2164 ***********************************************************************
 HZ2164  DESIGNATION -  CRAB
 HZ2164  PID         -  HZ2164
 HZ2164  STATE/COUNTY-  IN/CLARK
 HZ2164  USGS QUAD   -  CHARLESTOWN (1993)
 HZ2164
 HZ2164                         *CURRENT SURVEY CONTROL
 HZ2164  ___________________________________________________________________
 HZ2164* NAD 83(1997)-  38 26 01.50218(N)    085 42 23.46686(W)     ADJUSTED  
 HZ2164* NAVD 88     -       171.     (meters)     561.     (feet)  SCALED    
 HZ2164  ___________________________________________________________________
 HZ2164  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 HZ2164  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 HZ2164
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2164
 HZ2164.The geoid height was determined by GEOID03.
 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     -   0.99997845  x   0.99996682  =   0.99994527
 HZ2164!SPC KY1Z     -   0.99997845  x   0.99995217  =   0.99993062
 HZ2164!SPC KY N     -   0.99997845  x   0.99996225  =   0.99994070
 HZ2164!UTM  16      -   0.99997845  x   0.99975696  =   0.99973541
 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 USGS 1947                     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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2164.See file dsdata.txt to determine how the superseded data were derived.
 HZ2164
 HZ2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1289454735(NAD 83)
 HZ2164_MARKER: DS = TRIANGULATION STATION DISK
 HZ2164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2364 ***********************************************************************
 ME2364  DESIGNATION -  CRAIG
 ME2364  PID         -  ME2364
 ME2364  STATE/COUNTY-  IN/STARKE
 ME2364  USGS QUAD   -  BASS LAKE (1986)
 ME2364
 ME2364                         *CURRENT SURVEY CONTROL
 ME2364  ___________________________________________________________________
 ME2364* NAD 83(1997)-  41 12 57.44809(N)    086 37 15.44116(W)     ADJUSTED  
 ME2364* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 ME2364  ___________________________________________________________________
 ME2364  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 ME2364  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 ME2364
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2364
 ME2364.The geoid height was determined by GEOID03.
 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     -   0.99997143  x   0.99998516  =   0.99995659
 ME2364!UTM  16      -   0.99997143  x   0.99961242  =   0.99958386
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2364.See file dsdata.txt to determine how the superseded data were derived.
 ME2364
 ME2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3177462800(NAD 83)
 ME2364_MARKER: DS = TRIANGULATION STATION DISK
 ME2364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 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
 ME2364'STATE HIGHWAY 10 ABOUT 7 MILES EAST OF NORTH JUDSON AND ABOUT 5 MILES
 ME2364'SOUTH OF KNOX.  IT IS 232 FEET
 ME2364'NORTH OF THE INTERSECTION, 97 FEET SOUTH OF A WHITE
 ME2364'WITNESS POST, 62 FEET EAST OF THE CENTER OF
 ME2364'HIGHWAY 35 AND 46 FEET WEST OF THE CENTER
 ME2364'OF A CONNECTING ROAD BETWEEN THE TWO HIGHWAYS.  THE MARK IS
 ME2364'FLUSH AND THE DISK IS STAMPED
 ME2364'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
 ME2364'HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS 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
 ME2364'POLE AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND
 ME2364'THE DISK IS STAMPED CRAIG NO 2
 ME2364'1952.
 ME2364'
 ME2364'AZIMUTH MARK IS 36 FEET SOUTH OF THE CENTER OF HIGHWAY 10, 3 FEET
 ME2364'EAST OF A POWER POLE AND
 ME2364'2 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6
 ME2364'INCHES AND THE DISK IS STAMPED
 ME2364'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
 ME2364'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
 ME2364'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
 ME2364'SOME ROAD
 ME2364'CONSTRUCTION NEAR THE MARKS BUT THE PROJECT ENGINEER SAID
 ME2364'THAT THE MARKS WERE SAFE.  A
 ME2364'METAL WITNESS POST WAS SET NEAR EACH MARK
 ME2364'TO INSURE THEIR SAFETY.  THE DESCRIPTION IS
 ME2364'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
 ME2364'HIGHWAY IT IS
 ME2364'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
 ME2364'STATE HIGHWAY 10, 1 FOOT SOUTH OF A METAL WITNESS POST,
 ME2364'7 FEET WEST OF A FENCE, 23 FEET
 ME2364'SOUTH OF POWER POLE 299-575, 62 FEET
 ME2364'EAST OF THE CENTERLINE OF HIGHWAY 35, 162 FEET
 ME2364'SOUTH OF THE CENTERLINE
 ME2364'OF A PAVED DRIVE EAST, AND ON ROAD RIGHT-OF-WAY.  THE MONUMENT IS
 ME2364'FLUSH AND THE DISK
 ME2364'IS STAMPED CRAIG 1952.
 ME2364'
 ME2364'REFERENCE MARK 1 IS 1 FOOT NORTH OF A METAL WITNESS POST, 36 FEET
 ME2364'EAST OF THE
 ME2364'CENTERLINE OF HIGHWAY 35 AND 33 FEET WEST OF POWER POLE
 ME2364'299-576 AND A FENCE CORNER.
 ME2364'THE MONUMENT IS FLUSH AND THE DISK IS
 ME2364'STAMPED CRAIG NO 1 1952.
 ME2364'
 ME2364'REFERENCE MARK 2 IS 31 FEET SOUTH OF THE CENTERLINE OF THE DRIVE,
 ME2364'75 FEET NORTHWEST
 ME2364'OF POWER POLE 299-575, 33 FEET WEST OF THE FENCE AND
 ME2364'37 FEET EAST OF THE CENTERLINE OF
 ME2364'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,
 ME2364'45 FEET WEST OF
 ME2364'POWER POLE 291-511 AND 1 FOOT EAST OF A METAL WITNESS
 ME2364'POST.  THE MONUMENT PROJECTS 6
 ME2364'INCHES AND THE DISK IS STAMPED CRAIG 1952.
 ME2364'
 ME2364'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 10
 ME2364'FOR 0.4 MILE TO
 ME2364'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
 ME2364'CONDITION.  THE
 ME2364'STATION WAS NOT OCCUPIED BUT VISITED AT THE REQUEST
 ME2364'OF MISS MARY CRAIG WHO LIVES JUST
 ME2364'NORTH OF THE STATION TO REPLACE THE
 ME2364'WITNESS POST AT THE STATION MARK WHICH HAD BEEN
 ME2364'REMOVED.
 ME2364'
 ME2364'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES
 ME2364'SOUTH OF KNOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2006 ***********************************************************************
 LA2006  DESIGNATION -  CRAIG
 LA2006  PID         -  LA2006
 LA2006  STATE/COUNTY-  IN/WELLS
 LA2006  USGS QUAD   -  LINN GROVE (1994)
 LA2006
 LA2006                         *CURRENT SURVEY CONTROL
 LA2006  ___________________________________________________________________
 LA2006* NAD 83(1997)-  40 44 34.46193(N)    085 05 23.66605(W)     ADJUSTED  
 LA2006* NAVD 88     -       263.27   (+/-2cm)     863.7    (feet)  VERTCON   
 LA2006  ___________________________________________________________________
 LA2006  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 LA2006  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 LA2006
 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.The vertical order pertains to the NGVD 29 superseded value.
 LA2006
 LA2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2006
 LA2006.The geoid height was determined by GEOID03.
 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     -   0.99996398  x   0.99999586  =   0.99995984
 LA2006!UTM  16      -   0.99996398  x   0.99992012  =   0.99988411
 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 (07/19/86)  263.41   (m)          864.2    (f) LEVELING    3  
 LA2006
 LA2006.Superseded values are not recommended for survey control.
 LA2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2006.See file dsdata.txt to determine how the superseded data were derived.
 LA2006
 LA2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6126911973(NAD 83)
 LA2006_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2006_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LA2006
 LA2006  HISTORY     - Date     Condition        Report By
 LA2006  HISTORY     - 1955     MONUMENTED       CGS
 LA2006  HISTORY     - 1964     SEE DESCRIPTION  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
 LA2006'ADJACENT TO PROPERTY OWNED BY IVAN FRAUHIGER.  IT IS ABOUT 100 FEET
 LA2006'SOUTHWEST OF THE SOUTHWEST CORNER OF
 LA2006'THE IVAN FRAUHIGER FARMHOUSE, 67 FEET NORTHEAST OF THE CENTER
 LA2006'OF THE INTERSECTION OF STATE HIGHWAYS 124 AND
 LA2006'301 AND 57 FEET WEST OF A TELEPHONE POLE.
 LA2006'
 LA2006'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 124 AT
 LA2006'THE NORTH EDGE OF BLUFFTON,
 LA2006'GO EAST ON HIGHWAY 124 FOR 4.05 MILES TO THE AZIMUTH MARK ON THE
 LA2006'RIGHT, CONTINUE EAST ON THE HIGHWAY
 LA2006'FOR 0.35 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
 LA2006'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,
 LA2006'AND THE DISK IS STAMPED CRAIG NO 2 1955.
 LA2006'
 LA2006'THE AZIMUTH MARK IS 39 FEET SOUTH OF THE CENTER OF HIGHWAY 124, 3
 LA2006'FEET SOUTHEAST OF A 4 INCH X
 LA2006'4 INCH WHITE WITNESS POST AND 2 FEET WEST OF A POWERLINE POLE.  THE
 LA2006'MARK PROJECTS 4 INCHES, AND THE
 LA2006'DISK IS STAMPED 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
 LA2006'NO. 2 R.M. NOT FOUND IS BELIEVED REMOVED.  NOS. 3 AND 4 R.M.S WERE
 LA2006'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
 LA2006'NO. 124 IND. HWY. FROM ITS JUNCTION WITH NO. 1 IND. HWY. AT N END OF
 LA2006'THE BRIDGE OVER WABASH RIVER IN
 LA2006'BLUFFTON, IN NE ANGLE OF CROSSROADS, 51 FEET E OF C/L OF 20-FT.
 LA2006'ASPHALT PAVEMENT OF NO. 301 HWY., 41 FEET N OF
 LA2006'C/L OF NO. 124 HWY. 18-FOOT ASHPALT, 1.1 FT.
 LA2006'LOWER THAN SAME, STANDARD DISKS STAMPED CRAIG 1955 IN 1B AND 7A
 LA2006'MARKS, THE UPPER 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
 LA2006'42 MIN FROM STATION, 90 FEET S OF C/L OF ONE, 40 FEET E OF C/L OF
 LA2006'OTHER HWY., 0.6 FOOT LOWER THAN THE LATTER,
 LA2006'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
 LA2006'122 DEG 01 MIN FROM STATION, 100 FEET N OF C/L OF ONE, 41 FEET W OF
 LA2006'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
 LA2006'ABOUT 0.4 MILE W IN AZIMUTH 86
 LA2006'DEG 42 MIN 25.8 SEC FROM STATION, ABOUT 51 YARDS W OF PROJECTED PLANE
 LA2006'OF W WALL OF STONE HOUSE ON N SIDE OF HWY., 38
 LA2006'FEET S OF CENTER LINE OF HWY., LEVEL WITH SAME, 2.5 FEET W OF
 LA2006'NO. 107/016 CREOSOTED POWER POLE, AND 2.4 FEET
 LA2006'E OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2592 ***********************************************************************
 LB2592  DESIGNATION -  CRANE
 LB2592  PID         -  LB2592
 LB2592  STATE/COUNTY-  IN/TIPPECANOE
 LB2592  USGS QUAD   -  STOCKWELL (1980)
 LB2592
 LB2592                         *CURRENT SURVEY CONTROL
 LB2592  ___________________________________________________________________
 LB2592* NAD 83(1997)-  40 19 49.87166(N)    086 46 59.82952(W)     ADJUSTED  
 LB2592* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 LB2592  ___________________________________________________________________
 LB2592  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 LB2592  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 LB2592
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2592
 LB2592.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2592.See file dsdata.txt to determine how the superseded data were derived.
 LB2592
 LB2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1840964465(NAD 83)
 LB2592_MARKER: DS = TRIANGULATION STATION DISK
 LB2592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2592_STAMPING: CRANE 1948
 LB2592_PROJECTION: FLUSH
 LB2592_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JA1929 ***********************************************************************
 JA1929  DESIGNATION -  CRANE NAVAL DEPOT WATER TANK 5
 JA1929  PID         -  JA1929
 JA1929  STATE/COUNTY-  IN/MARTIN
 JA1929  USGS QUAD   -  KOLEEN (1978)
 JA1929
 JA1929                         *CURRENT SURVEY CONTROL
 JA1929  ___________________________________________________________________
 JA1929* NAD 83(1997)-  38 54 13.88439(N)    086 51 07.56856(W)     ADJUSTED  
 JA1929* NAVD 88     -                                                        
 JA1929  ___________________________________________________________________
 JA1929  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 JA1929  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JA1929
 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
 JA1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1929
 JA1929.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1929
 JA1929  NAD 83(1986)-  38 54 13.89017(N)    086 51 07.56829(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1929.See file dsdata.txt to determine how the superseded data were derived.
 JA1929
 JA1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1282406118(NAD 83)
 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 = OCTOBER  6, 2006
 JA1930 ***********************************************************************
 JA1930  DESIGNATION -  CRANE NAVAL DEPOT WATER TANK 4
 JA1930  PID         -  JA1930
 JA1930  STATE/COUNTY-  IN/MARTIN
 JA1930  USGS QUAD   -  INDIAN SPRINGS (1978)
 JA1930
 JA1930                         *CURRENT SURVEY CONTROL
 JA1930  ___________________________________________________________________
 JA1930* NAD 83(1997)-  38 50 57.45004(N)    086 51 27.97837(W)     ADJUSTED  
 JA1930* NAVD 88     -                                                        
 JA1930  ___________________________________________________________________
 JA1930  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 JA1930  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 JA1930
 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
 JA1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1930
 JA1930.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1930
 JA1930  NAD 83(1986)-  38 50 57.45630(N)    086 51 27.97837(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1930.See file dsdata.txt to determine how the superseded data were derived.
 JA1930
 JA1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1234200062(NAD 83)
 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 = OCTOBER  6, 2006
 JA1931 ***********************************************************************
 JA1931  DESIGNATION -  CRANE NAVAL DEPOT WATER TANK 1
 JA1931  PID         -  JA1931
 JA1931  STATE/COUNTY-  IN/MARTIN
 JA1931  USGS QUAD   -  INDIAN SPRINGS (1978)
 JA1931
 JA1931                         *CURRENT SURVEY CONTROL
 JA1931  ___________________________________________________________________
 JA1931* NAD 83(1997)-  38 52 20.97382(N)    086 50 37.51416(W)     ADJUSTED  
 JA1931* NAVD 88     -                                                        
 JA1931  ___________________________________________________________________
 JA1931  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 JA1931  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 JA1931
 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
 JA1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1931
 JA1931.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1931
 JA1931  NAD 83(1986)-  38 52 20.97984(N)    086 50 37.51416(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1931.See file dsdata.txt to determine how the superseded data were derived.
 JA1931
 JA1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1355402639(NAD 83)
 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 = OCTOBER  6, 2006
 JA1934 ***********************************************************************
 JA1934  DESIGNATION -  CRANE NAVAL DEPOT WATER TANK 3
 JA1934  PID         -  JA1934
 JA1934  STATE/COUNTY-  IN/MARTIN
 JA1934  USGS QUAD   -  INDIAN SPRINGS (1978)
 JA1934
 JA1934                         *CURRENT SURVEY CONTROL
 JA1934  ___________________________________________________________________
 JA1934* NAD 83(1997)-  38 51 18.95800(N)    086 49 44.09662(W)     ADJUSTED  
 JA1934* NAVD 88     -                                                        
 JA1934  ___________________________________________________________________
 JA1934  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 JA1934  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JA1934
 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
 JA1934.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1934
 JA1934.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1934
 JA1934  NAD 83(1986)-  38 51 18.96411(N)    086 49 44.09685(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1934.See file dsdata.txt to determine how the superseded data were derived.
 JA1934
 JA1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1484500729(NAD 83)
 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 = OCTOBER  6, 2006
 JA1935 ***********************************************************************
 JA1935  DESIGNATION -  CRANE NAVAL DEPOT WATER TANK 2
 JA1935  PID         -  JA1935
 JA1935  STATE/COUNTY-  IN/MARTIN
 JA1935  USGS QUAD   -  INDIAN SPRINGS (1978)
 JA1935
 JA1935                         *CURRENT SURVEY CONTROL
 JA1935  ___________________________________________________________________
 JA1935* NAD 83(1997)-  38 52 27.14370(N)    086 48 54.53227(W)     ADJUSTED  
 JA1935* NAVD 88     -                                                        
 JA1935  ___________________________________________________________________
 JA1935  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 JA1935  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 JA1935
 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
 JA1935.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1935
 JA1935.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1935
 JA1935  NAD 83(1986)-  38 52 27.14957(N)    086 48 54.53263(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1935.See file dsdata.txt to determine how the superseded data were derived.
 JA1935
 JA1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1603502834(NAD 83)
 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 = OCTOBER  6, 2006
 KA2029 ***********************************************************************
 KA2029  DESIGNATION -  CRAPORT
 KA2029  PID         -  KA2029
 KA2029  STATE/COUNTY-  IN/MONTGOMERY
 KA2029  USGS QUAD   -  NEW MARKET (1980)
 KA2029
 KA2029                         *CURRENT SURVEY CONTROL
 KA2029  ___________________________________________________________________
 KA2029* NAD 83(1997)-  39 58 44.48278(N)    086 54 57.47009(W)     ADJUSTED  
 KA2029* NAVD 88     -       243.2    (meters)     798.     (feet)  VERTCON   
 KA2029  ___________________________________________________________________
 KA2029  X           -     263,319.767 (meters)                     COMP
 KA2029  Y           -  -4,887,276.748 (meters)                     COMP
 KA2029  Z           -   4,076,335.900 (meters)                     COMP
 KA2029  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 KA2029  ELLIP HEIGHT-         209.88  (meters)          (05/25/99) GPS OBS
 KA2029  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KA2029
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2029
 KA2029.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2029
 KA2029.The ellipsoidal height was determined by GPS observations
 KA2029.and is referenced to NAD 83.
 KA2029
 KA2029.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          798.     (f) GPS OBS        
 KA2029
 KA2029.Superseded values are not recommended for survey control.
 KA2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2029.See file dsdata.txt to determine how the superseded data were derived.
 KA2029
 KA2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK0717525432(NAD 83)
 KA2029_MARKER: DH = HORIZONTAL CONTROL DISK
 KA2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2029_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 KA2030 ***********************************************************************
 KA2030  DESIGNATION -  CRAPORT AZ MK
 KA2030  PID         -  KA2030
 KA2030  STATE/COUNTY-  IN/MONTGOMERY
 KA2030  USGS QUAD   -  NEW MARKET (1980)
 KA2030
 KA2030                         *CURRENT SURVEY CONTROL
 KA2030  ___________________________________________________________________
 KA2030* NAD 83(1997)-  39 58 28.34194(N)    086 55 16.95777(W)     ADJUSTED  
 KA2030* NAVD 88     -       242.5    (meters)     796.     (feet)  VERTCON   
 KA2030  ___________________________________________________________________
 KA2030  X           -     262,875.170 (meters)                     COMP
 KA2030  Y           -  -4,887,620.454 (meters)                     COMP
 KA2030  Z           -   4,075,953.942 (meters)                     COMP
 KA2030  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 KA2030  ELLIP HEIGHT-         209.17  (meters)          (05/25/99) GPS OBS
 KA2030  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KA2030
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2030
 KA2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2030
 KA2030.The ellipsoidal height was determined by GPS observations
 KA2030.and is referenced to NAD 83.
 KA2030
 KA2030.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          796.     (f) GPS OBS        
 KA2030
 KA2030.Superseded values are not recommended for survey control.
 KA2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2030.See file dsdata.txt to determine how the superseded data were derived.
 KA2030
 KA2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK0671424934(NAD 83)
 KA2030_MARKER: DZ = AZIMUTH MARK DISK
 KA2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2030_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 HZ2053 ***********************************************************************
 HZ2053  DESIGNATION -  CRAVENS
 HZ2053  PID         -  HZ2053
 HZ2053  STATE/COUNTY-  IN/JEFFERSON
 HZ2053  USGS QUAD   -  MADISON WEST (1993)
 HZ2053
 HZ2053                         *CURRENT SURVEY CONTROL
 HZ2053  ___________________________________________________________________
 HZ2053* NAD 83(1997)-  38 44 09.63662(N)    085 23 08.21012(W)     ADJUSTED  
 HZ2053* NAVD 88     -       146.     (meters)     479.     (feet)  SCALED    
 HZ2053  ___________________________________________________________________
 HZ2053  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 HZ2053  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ2053
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2053
 HZ2053.The geoid height was determined by GEOID03.
 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     -   0.99998243  x   0.99997402  =   0.99995645
 HZ2053!SPC KY1Z     -   0.99998243  x   1.00001745  =   0.99999988
 HZ2053!SPC KY N     -   0.99998243  x   0.99997305  =   0.99995548
 HZ2053!UTM  16      -   0.99998243  x   0.99984245  =   0.99982488
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2053.See file dsdata.txt to determine how the superseded data were derived.
 HZ2053
 HZ2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4031588719(NAD 83)
 HZ2053_MARKER: DS = TRIANGULATION STATION DISK
 HZ2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ3378 ***********************************************************************
 JZ3378  DESIGNATION -  CRAWFORD
 JZ3378  PID         -  JZ3378
 JZ3378  STATE/COUNTY-  IN/JOHNSON
 JZ3378  USGS QUAD   -  EDINBURGH (1993)
 JZ3378
 JZ3378                         *CURRENT SURVEY CONTROL
 JZ3378  ___________________________________________________________________
 JZ3378* NAD 83(1997)-  39 21 35.59237(N)    085 57 58.28006(W)     ADJUSTED  
 JZ3378* NAVD 88     -       204.24   (+/-2cm)     670.1    (feet)  VERTCON   
 JZ3378  ___________________________________________________________________
 JZ3378  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 JZ3378  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JZ3378
 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ3378
 JZ3378.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3378
 JZ3378.The geoid height was determined by GEOID03.
 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     -   0.99997323  x   0.99997487  =   0.99994810
 JZ3378!UTM  16      -   0.99997323  x   0.99969767  =   0.99967091
 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  NGVD 29 (07/19/86)  204.36   (m)          670.5    (f) LEVELING    3  
 JZ3378
 JZ3378.Superseded values are not recommended for survey control.
 JZ3378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3378.See file dsdata.txt to determine how the superseded data were derived.
 JZ3378
 JZ3378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8906557224(NAD 83)
 JZ3378_MARKER: DS = TRIANGULATION STATION DISK
 JZ3378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB0773 ***********************************************************************
 LB0773  DESIGNATION -  CRAWFORDSVILLE
 LB0773  PID         -  LB0773
 LB0773  STATE/COUNTY-  IN/MONTGOMERY
 LB0773  USGS QUAD   -  CRAWFORDSVILLE (1992)
 LB0773
 LB0773                         *CURRENT SURVEY CONTROL
 LB0773  ___________________________________________________________________
 LB0773* NAD 83(1986)-  40 02 26.     (N)    086 53 54.     (W)     SCALED    
 LB0773* NAVD 88     -       234.398  (meters)     769.02   (feet)  ADJUSTED  
 LB0773  ___________________________________________________________________
 LB0773  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 LB0773  DYNAMIC HT  -         234.271 (meters)     768.60  (feet)  COMP
 LB0773  MODELED GRAV-     980,080.2   (mgal)                       NAVD 88
 LB0773
 LB0773  VERT ORDER  -  SECOND    CLASS 0
 LB0773
 LB0773.The horizontal coordinates were scaled from a topographic map and have
 LB0773.an estimated accuracy of +/- 6 seconds.
 LB0773
 LB0773.The orthometric height was determined by differential leveling
 LB0773.and adjusted by the National Geodetic Survey in June 1991..
 LB0773
 LB0773.The geoid height was determined by GEOID03.
 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     -   532,040.      915,790.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0773.See file dsdata.txt to determine how the superseded data were derived.
 LB0773
 LB0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK086322(NAD 83)
 LB0773_MARKER: DB = BENCH MARK DISK
 LB0773_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0773_SP_SET: BUILDING
 LB0773_STAMPING: CRAWFORDSVILLE 1934
 LB0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0773
 LB0773  HISTORY     - Date     Condition        Report By
 LB0773  HISTORY     - 1934     MONUMENTED       CGS
 LB0773  HISTORY     - 1946     GOOD             NGS
 LB0773
 LB0773                          STATION DESCRIPTION
 LB0773
 LB0773'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2669 ***********************************************************************
 LB2669  DESIGNATION -  CRAWFORDSVILLE
 LB2669  PID         -  LB2669
 LB2669  STATE/COUNTY-  IN/MONTGOMERY
 LB2669  USGS QUAD   -  CRAWFORDSVILLE (1992)
 LB2669
 LB2669                         *CURRENT SURVEY CONTROL
 LB2669  ___________________________________________________________________
 LB2669* NAD 83(1997)-  40 01 54.26730(N)    086 53 07.81667(W)     ADJUSTED  
 LB2669* NAVD 88     -       234.40   (+/-2cm)     769.0    (feet)  VERTCON   
 LB2669  ___________________________________________________________________
 LB2669  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 LB2669  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 LB2669
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2669
 LB2669.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2669
 LB2669.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 (07/19/86)  234.50   (m)          769.4    (f) LEVELING    3  
 LB2669
 LB2669.Superseded values are not recommended for survey control.
 LB2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2669.See file dsdata.txt to determine how the superseded data were derived.
 LB2669
 LB2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0976931286(NAD 83)
 LB2669_MARKER: DS = TRIANGULATION STATION DISK
 LB2669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2669_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2575 ***********************************************************************
 LB2575  DESIGNATION -  CRAWFORDSVILLE DONNELLY SPIPE
 LB2575  PID         -  LB2575
 LB2575  STATE/COUNTY-  IN/MONTGOMERY
 LB2575  USGS QUAD   -  CRAWFORDSVILLE (1992)
 LB2575
 LB2575                         *CURRENT SURVEY CONTROL
 LB2575  ___________________________________________________________________
 LB2575* NAD 83(1997)-  40 02 17.73948(N)    086 54 55.14295(W)     ADJUSTED  
 LB2575* NAVD 88     -                                                        
 LB2575  ___________________________________________________________________
 LB2575  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 LB2575  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 LB2575
 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
 LB2575.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2575
 LB2575.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2575
 LB2575  NAD 83(1986)-  40 02 17.74628(N)    086 54 55.15671(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2575.See file dsdata.txt to determine how the superseded data were derived.
 LB2575
 LB2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0722432007(NAD 83)
 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 = OCTOBER  6, 2006
 LB2574 ***********************************************************************
 LB2574  DESIGNATION -  CRAWFORDSVILLE MID ST WIRE TK
 LB2574  PID         -  LB2574
 LB2574  STATE/COUNTY-  IN/MONTGOMERY
 LB2574  USGS QUAD   -  CRAWFORDSVILLE (1992)
 LB2574
 LB2574                         *CURRENT SURVEY CONTROL
 LB2574  ___________________________________________________________________
 LB2574* NAD 83(1997)-  40 02 12.19017(N)    086 53 11.96163(W)     ADJUSTED  
 LB2574* NAVD 88     -                                                        
 LB2574  ___________________________________________________________________
 LB2574  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 LB2574  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 LB2574
 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
 LB2574.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2574
 LB2574.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2574
 LB2574  NAD 83(1986)-  40 02 12.19259(N)    086 53 11.97368(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2574.See file dsdata.txt to determine how the superseded data were derived.
 LB2574
 LB2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0967031839(NAD 83)
 LB2574_MARKER: 53 = ELEVATED TANK
 LB2574
 LB2574  HISTORY     - Date     Condition        Report By
 LB2574  HISTORY     - 1939     FIRST OBSERVED   CGS
 LB2574  HISTORY     - 1948     GOOD             CGS
 LB2574
 LB2574                          STATION DESCRIPTION
 LB2574
 LB2574'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 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 = OCTOBER  6, 2006
 LB2571 ***********************************************************************
 LB2571  DESIGNATION -  CRAWFORDSVILLE MONT CO CTHSE
 LB2571  PID         -  LB2571
 LB2571  STATE/COUNTY-  IN/MONTGOMERY
 LB2571  USGS QUAD   -  CRAWFORDSVILLE (1992)
 LB2571
 LB2571                         *CURRENT SURVEY CONTROL
 LB2571  ___________________________________________________________________
 LB2571* NAD 83(1997)-  40 02 31.20440(N)    086 54 03.81174(W)     ADJUSTED  
 LB2571* NAVD 88     -                                                        
 LB2571  ___________________________________________________________________
 LB2571  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 LB2571  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 LB2571
 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
 LB2571.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2571
 LB2571.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2571
 LB2571  NAD 83(1986)-  40 02 31.21125(N)    086 54 03.82508(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2571.See file dsdata.txt to determine how the superseded data were derived.
 LB2571
 LB2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0844032424(NAD 83)
 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 = OCTOBER  6, 2006
 LB2576 ***********************************************************************
 LB2576  DESIGNATION -  CRAWFORDSVILLE SPIRE
 LB2576  PID         -  LB2576
 LB2576  STATE/COUNTY-  IN/MONTGOMERY
 LB2576  USGS QUAD   -  CRAWFORDSVILLE (1992)
 LB2576
 LB2576                         *CURRENT SURVEY CONTROL
 LB2576  ___________________________________________________________________
 LB2576* NAD 83(1997)-  40 02 21.58136(N)    086 54 06.06707(W)     ADJUSTED  
 LB2576* NAVD 88     -                                                        
 LB2576  ___________________________________________________________________
 LB2576  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 LB2576  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 LB2576
 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
 LB2576.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2576
 LB2576.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2576
 LB2576  NAD 83(1986)-  40 02 21.58806(N)    086 54 06.08024(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2576.See file dsdata.txt to determine how the superseded data were derived.
 LB2576
 LB2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0838732127(NAD 83)
 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 = OCTOBER  6, 2006
 LB2572 ***********************************************************************
 LB2572  DESIGNATION -  CRAWFORDSVILLE WIRE BRICK STK
 LB2572  PID         -  LB2572
 LB2572  STATE/COUNTY-  IN/MONTGOMERY
 LB2572  USGS QUAD   -  CRAWFORDSVILLE (1992)
 LB2572
 LB2572                         *CURRENT SURVEY CONTROL
 LB2572  ___________________________________________________________________
 LB2572* NAD 83(1997)-  40 02 12.45793(N)    086 53 10.56830(W)     ADJUSTED  
 LB2572* NAVD 88     -                                                        
 LB2572  ___________________________________________________________________
 LB2572  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 LB2572  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 LB2572
 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
 LB2572.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2572
 LB2572.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2572
 LB2572  NAD 83(1986)-  40 02 12.45979(N)    086 53 10.58198(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2572.See file dsdata.txt to determine how the superseded data were derived.
 LB2572
 LB2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0970331847(NAD 83)
 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 = OCTOBER  6, 2006
 LB2573 ***********************************************************************
 LB2573  DESIGNATION -  CRAWFORDSVILLE WIRE CONC STK
 LB2573  PID         -  LB2573
 LB2573  STATE/COUNTY-  IN/MONTGOMERY
 LB2573  USGS QUAD   -  CRAWFORDSVILLE (1992)
 LB2573
 LB2573                         *CURRENT SURVEY CONTROL
 LB2573  ___________________________________________________________________
 LB2573* NAD 83(1997)-  40 02 13.64521(N)    086 53 08.59339(W)     ADJUSTED  
 LB2573* NAVD 88     -                                                        
 LB2573  ___________________________________________________________________
 LB2573  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 LB2573  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 LB2573
 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
 LB2573.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2573
 LB2573.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2573
 LB2573  NAD 83(1986)-  40 02 13.64700(N)    086 53 08.60687(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2573.See file dsdata.txt to determine how the superseded data were derived.
 LB2573
 LB2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0975031884(NAD 83)
 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 = OCTOBER  6, 2006
 JA1746 ***********************************************************************
 JA1746  DESIGNATION -  CREEK
 JA1746  PID         -  JA1746
 JA1746  STATE/COUNTY-  IN/HARRISON
 JA1746  USGS QUAD   -  LACONIA (1994)
 JA1746
 JA1746                         *CURRENT SURVEY CONTROL
 JA1746  ___________________________________________________________________
 JA1746* NAD 83(1997)-  38 05 03.23074(N)    086 07 24.50090(W)     ADJUSTED  
 JA1746* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 JA1746  ___________________________________________________________________
 JA1746  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 JA1746  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JA1746
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1746
 JA1746.The geoid height was determined by GEOID03.
 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     -   0.99997522  x   0.99998644  =   0.99996166
 JA1746!UTM  16      -   0.99997522  x   0.99967277  =   0.99964800
 JA1746
 JA1746:                Primary Azimuth Mark                     Grid Az
 JA1746:SPC IN E     -  DOGWOOD ST MICHAELS CATH CH              070 27 10.9
 JA1746:UTM  16      -  DOGWOOD ST MICHAELS CATH CH              069 37 50.0
 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 USGS 1947                        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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1746.See file dsdata.txt to determine how the superseded data were derived.
 JA1746
 JA1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7686915523(NAD 83)
 JA1746_MARKER: DS = TRIANGULATION STATION DISK
 JA1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2573 ***********************************************************************
 ME2573  DESIGNATION -  CRESTON
 ME2573  PID         -  ME2573
 ME2573  STATE/COUNTY-  IN/LAKE
 ME2573  USGS QUAD   -  LOWELL (1992)
 ME2573
 ME2573                         *CURRENT SURVEY CONTROL
 ME2573  ___________________________________________________________________
 ME2573* NAD 83(1997)-  41 19 31.41317(N)    087 28 08.54210(W)     ADJUSTED  
 ME2573* NAVD 88     -       231.     (meters)     758.     (feet)  SCALED    
 ME2573  ___________________________________________________________________
 ME2573  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 ME2573  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME2573
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2573
 ME2573.The geoid height was determined by GEOID03.
 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;SPC IL E     -   517,538.422   372,357.274   MT  1.00003941   +0 34 14.7
 ME2573;SPC IL E     - 1,697,957.31  1,221,642.16   sFT  1.00003941   +0 34 14.7
 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!SPC IL E     -   0.99996903  x   1.00003941  =   1.00000844
 ME2573!UTM  16      -   0.99996903  x   0.99961896  =   0.99958800
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2573.See file dsdata.txt to determine how the superseded data were derived.
 ME2573
 ME2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6074874986(NAD 83)
 ME2573_MARKER: DS = TRIANGULATION STATION DISK
 ME2573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2573
 ME2573  HISTORY     - Date     Condition        Report By
 ME2573  HISTORY     - 1952     MONUMENTED       CGS
 ME2573  HISTORY     - 1968     GOOD             CGS
 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
 ME2573'AND ABOUT 3-1/2 MILES SOUTH OF COOK.  IT IS 98 FEET SOUTH OF THE
 ME2573'CENTER OF A PAVED DRIVEWAY, 48 FEET
 ME2573'EAST OF THE CENTER OF THE EAST LANE OF HIGHWAY 41, 3 FEET
 ME2573'NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST
 ME2573'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
 ME2573'FENCE CORNER.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 ME2573'STAMPED CRESTON NO 1 1952.
 ME2573'
 ME2573'REFERENCE MARK NO. 2 IS 48 FEET EAST OF THE CENTER OF THE EAST LANE
 ME2573'OF THE HIGHWAY AND 1 FOOT WEST
 ME2573'OF THE FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 ME2573'STAMPED CRESTON NO 2 1952.
 ME2573'
 ME2573'AZIMUTH MARK IS 48 FEET WEST OF THE CENTER OF THE WEST LANE OF
 ME2573'HIGHWAY 41, 14 FEET SOUTH
 ME2573'OF A POWER POLE AND 3 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK
 ME2573'PROJECTS ABOUT 2 INCHES AND THE DISK
 ME2573'IS STAMPED 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
 ME2573'MILES WEST OF CROWN POINT, GO SOUTH ON HIGHWAY 41 FOR 3.0 MILES TO
 ME2573'A PAVED CROSSROAD IN THE TOWN OF
 ME2573'COOK.  CONTINUE SOUTH ON THE HIGHWAY FOR 2.9 MILES TO
 ME2573'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 ME2573'CONTINUE SOUTH ON THE HIGHWAY FOR 0.6 MILE
 ME2573'TO A PAVED DRIVEWAY LEFT AND THE STATION ON THE LEFT AS
 ME2573'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
 ME2573'WITH THE BELOW
 ME2573'CHANGES.
 ME2573'
 ME2573'THE STATION MARK IS 78 FEET SOUTH OF THE CENTERLINE OF 157TH AVE.
 ME2573'AND 1 FOOT EAST OF
 ME2573'A METAL WITNESS POST.
 ME2573'
 ME2573'REFERENCE MARK 1 IS 24 FEET SOUTH OF THE CENTERLINE OF 157TH AVE.
 ME2573'1 FOOT SOUTHWEST
 ME2573'OF A FENCE CORNER AND 1 FOOT NORTH OF A TELEPHONE
 ME2573'POLE.
 ME2573'
 ME2573'THE AZIMUTH MARK IS 1 FOOT SOUTH OF A METAL WITNESS POST.
 ME2573'
 ME2573'AIRLINE DISTANCE AND DIRECTION FOR NEAREST TOWN - 3-1/2 MILES SOUTH
 ME2573'OF COOK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1802 ***********************************************************************
 JA1802  DESIGNATION -  CROIX
 JA1802  PID         -  JA1802
 JA1802  STATE/COUNTY-  IN/PERRY
 JA1802  USGS QUAD   -  BRANCHVILLE (1993)
 JA1802
 JA1802                         *CURRENT SURVEY CONTROL
 JA1802  ___________________________________________________________________
 JA1802* NAD 83(1997)-  38 13 27.58402(N)    086 35 21.12131(W)     ADJUSTED  
 JA1802* NAVD 88     -       232.02   (+/-2cm)     761.2    (feet)  VERTCON   
 JA1802  ___________________________________________________________________
 JA1802  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 JA1802  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JA1802
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1802
 JA1802.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1802
 JA1802.The geoid height was determined by GEOID03.
 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     -   0.99996875  x   0.99998971  =   0.99995847
 JA1802!UTM  16      -   0.99996875  x   0.99961592  =   0.99958469
 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 (07/19/86)  232.12   (m)          761.5    (f) LEVELING    3  
 JA1802
 JA1802.Superseded values are not recommended for survey control.
 JA1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1802.See file dsdata.txt to determine how the superseded data were derived.
 JA1802
 JA1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3595730785(NAD 83)
 JA1802_MARKER: DS = TRIANGULATION STATION DISK
 JA1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA0640 ***********************************************************************
 JA0640  DESIGNATION -  CROOKED
 JA0640  PID         -  JA0640
 JA0640  STATE/COUNTY-  IN/SPENCER
 JA0640  USGS QUAD   -  FULDA (1978)
 JA0640
 JA0640                         *CURRENT SURVEY CONTROL
 JA0640  ___________________________________________________________________
 JA0640* NAD 83(1997)-  38 00 04.35094(N)    086 51 31.05048(W)     ADJUSTED  
 JA0640* NAVD 88     -       125.514  (meters)     411.79   (feet)  ADJUSTED  
 JA0640  ___________________________________________________________________
 JA0640  LAPLACE CORR-          -5.24  (seconds)                    DEFLEC99
 JA0640  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 JA0640  DYNAMIC HT  -         125.428 (meters)     411.51  (feet)  COMP
 JA0640  MODELED GRAV-     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
 JA0640.and adjusted by the National Geodetic Survey in June 1991..
 JA0640
 JA0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0640
 JA0640.The geoid height was determined by GEOID03.
 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;                    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  =   0.99995675
 JA0640!UTM  16      -   0.99998529  x   0.99960190  =   0.99958719
 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
 JA0640.Superseded values are not recommended for survey control.
 JA0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0640.See file dsdata.txt to determine how the superseded data were derived.
 JA0640
 JA0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1241205959(NAD 83)
 JA0640_MARKER: DS = TRIANGULATION STATION DISK
 JA0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0640_STAMPING: CROOKED 1946
 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             NGS
 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
 JA0640'IN TROY AT THE JUNCTION WITH STATE ROUTE 70.  IT IS
 JA0640'499 FEET WEST OF THE INTERSECTION
 JA0640'OF THE CENTERLINES OF THE HIGHWAYS,
 JA0640'19 FEET NORTH OF THE EDGE OF THE HIGHWAY OUT, AND
 JA0640'4.5 FEET NORTH OF A
 JA0640'STANDARD REFERENCE POST IN THE WEDGE OF LAND FORMED BY THE JUNCTION.
 JA0640'THE MARK PROJECTS
 JA0640'7 INCHES AND THE DISK IS STAMPED CROOKED 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
 JA0640'SOUTH OF THE CENTERLINE OF ROUTE 70.  THE MARK
 JA0640'PROJECTS 7 INCHES AND THE DISK IS
 JA0640'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
 JA0640'ROUTE 66.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 JA0640'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
 JA0640'ROUTES 66 AND 245, 1.3 MILES EAST OF THE STATION,
 JA0640'91 FEET NORTH OF THE CENTERLINE OF
 JA0640'ROUTE 66, 20 FEET EAST OF THE
 JA0640'CENTERLINE OF ROUTE 245, AND 3 FEET WEST OF A
 JA0640'STANDARD REFERENCE
 JA0640'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JA0640'CROOKED 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
 JA0640'HIGHWAY 66 FROM THE ST PIUS CATHOLIC CHURCH AT TROY, IN
 JA0640'SECTION 16, T 6 S, R 4 W, 48
 JA0640'FEET NORTH OF THE CENTER LINE OF STATE
 JA0640'HIGHWAY 66, 43 FEET SOUTH OF THE CENTER LINE OF
 JA0640'STATE HIGHWAY 70, 148
 JA0640'FEET EAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 38 FEET EAST
 JA0640'OF A 14-INCH OAK
 JA0640'TREE, 8 FEET NORTHWEST OF A POWER POLE, 4 FEET ABOVE THE
 JA0640'LEVEL OF THE HIGHWAY, AND SET
 JA0640'IN THE TOP OF A CONCRETE POST
 JA0640'PROJECTING 5 INCHS.
 JA0640'
 JA0640'RM 1, STAMPED CROOKED NO 1 1946, IS 117.3 FEET WEST OF THE STATION,
 JA0640'36 FEET NORTH OF
 JA0640'THE CENTER LINE OF STATE HIGHWAY 66, 24 FEET SOUTH
 JA0640'OF THE CENTER LINE OF STATE HIGHWAY
 JA0640'70, 69 FEET WEST OF THE NORTHWEST
 JA0640'CORNER OF A PAVED TRIANGLE AT THE JUNCTION OF STATE
 JA0640'HIGHWAYS 66 AND
 JA0640'70, ABOUT 3 FEET BELOW THE LEVEL OF STATE HIGHWAY 70, ABOUT 1.5 FEET
 JA0640'ABOVE THE LEVEL OF
 JA0640'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
 JA0640'THE STATION, 26.5 FEET SOUTH OF THE CENTER LINE OF
 JA0640'STATE HIGHWAY 66, 15 FEET NORTH OF
 JA0640'A FENCE, ABOUT 2 FEET ABOVE THE
 JA0640'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 JA0640'CONCRETE POST
 JA0640'PROJECTING 5 INCHES.
 JA0640'
 JA0640'THE AZIMUTH MARK, STAMPED CROOKED 1946, IS ABOUT 1.75 MILES NORTHWEST
 JA0640'ALONG STATE
 JA0640'HIGHWAY 66 FROM THE ST PIUS CATHOLIC CHURCH AT TROY, IN
 JA0640'SECTION 15, T 6 S, R 4 W, 92
 JA0640'FEET NORTH OF THE CENTER LINE OF THE
 JA0640'HIGHWAY, 21 FEET EAST OF THE CENTER LINE OF A
 JA0640'PAVED ROAD LEADING
 JA0640'NORTH, IN THE CENTER OF A GRAVELED DRIVEWAY TO A STATE HIGHWAY
 JA0640'STOCK PILE YARD,
 JA0640'SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE DRIVEWAY.
 JA0640
 JA0640                          STATION RECOVERY (1965)
 JA0640
 JA0640'RECOVERY NOTE BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1472 ***********************************************************************
 MD1472  DESIGNATION -  CROOKED
 MD1472  PID         -  MD1472
 MD1472  STATE/COUNTY-  IN/STEUBEN
 MD1472  USGS QUAD   -  ANGOLA WEST (1992)
 MD1472
 MD1472                         *CURRENT SURVEY CONTROL
 MD1472  ___________________________________________________________________
 MD1472* NAD 83(1997)-  41 41 09.79575(N)    085 03 52.92817(W)     ADJUSTED  
 MD1472* NAVD 88     -       326.     (meters)    1070.     (feet)  SCALED    
 MD1472  ___________________________________________________________________
 MD1472  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 MD1472  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 MD1472
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1472
 MD1472.The geoid height was determined by GEOID03.
 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;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     -   0.99995411  x   0.99999756  =   0.99995167
 MD1472!UTM  16      -   0.99995411  x   0.99991925  =   0.99987336
 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 USGS 1946                  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1472.See file dsdata.txt to determine how the superseded data were derived.
 MD1472
 MD1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6106616730(NAD 83)
 MD1472_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1472
 MD1472  HISTORY     - Date     Condition        Report By
 MD1472  HISTORY     - 1946     MONUMENTED       CGS
 MD1472  HISTORY     - 1960     SEE DESCRIPTION  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
 MD1472'FREMONT AND 4-3/4 MILES NORTHWEST FROM ANGOLA.  IT IS 110 FEET NORTH
 MD1472'OF THE APPROXIMATE CENTERLINE OF A PAVED
 MD1472'ROAD AND 20 FEET SOUTH OF THE SOUTHWEST CORNER OF AN OLD CONCRETE
 MD1472'FOUNDATION.  THE MARK IS ABOUT 2 INCHES
 MD1472'BELOW THE SURFACE OF THE GROUND AND THE DISK
 MD1472'IS 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
 MD1472'19 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A PAVED ROAD.  THE
 MD1472'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
 MD1472'CORNER OF AN UNPAINTED BARN.  THE MARK IS FLUSH WITH THE GROUND AND
 MD1472'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
 MD1472'THE APPROXIMATE CENTERLINE OF A PAVED ROAD.
 MD1472'AND 1 FOOT EAST OF A WHITE WITNESS
 MD1472'POST.  THE MARK PROJECTS ABOUT 8 INCHES AND THE
 MD1472'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
 MD1472'NORTHEAST OF A FENCE CORNER.  THE MARK IS AN 8 BY 8 CONCRETE POST
 MD1472'PROJECTING ABOUT 6 INCHES AND
 MD1472'THE DISK IS A STANDARD USGS DISK STAMPED TT W45 T ELEVATION
 MD1472'1052.
 MD1472'
 MD1472'TO REACH THE STATION FROM THE ANGOLA TRAFFIC CIRCLE, GO WEST ON U.S.
 MD1472'HIGHWAY NO.  20 FOR 1.4 MILES
 MD1472'TO A CROSSROADS.  TURN RIGHT AND GO NORTH FOR 2.9 MILES TO A SIDE
 MD1472'ROAD LEFT.  TURN LEFT AND GO 0.4
 MD1472'MILE, TURN LEFT AROUND LAKE FOR 0.6 MILE.  TURN RIGHT
 MD1472'AT NORTH END OF LAKE AND GO 0.4 MILE TO A
 MD1472'CROSSROADS.  TURN LEFT AND GO WEST FOR 0.8
 MD1472'MILE TO STATION ON THE RIGHT IN A FARMYARD.  CONTINUE WEST
 MD1472'0.15 MILE TO A SIDE ROAD SOUTH
 MD1472'AND TT W45 T (USGS) IN THE SOUTHEAST ANGLE.  CONTINUE WEST FOR 0.1
 MD1472'MILE TO THE AZIMUTH MARK ON
 MD1472'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'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1472'DESCRIBED.
 MD1472'
 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
 MD1472'HILL AND TURN RIGHT, THENCE 3.0 MILES N ON PAVED COUNTY ROAD TO
 MD1472'T-ROAD AND TURN LEFT, THENCE 0.4 MILE W
 MD1472'AND BEAR LEFT, THENCE W ALONG N SIDE OF CROOKED LAKE FOR 0.6
 MD1472'MILE, THENCE 0.4 MILE N TO CROSSROADS AND TURN
 MD1472'LEFT, THENCE W 0.9 MILE TO STATION ON RIGHT,
 MD1472'100 FEET N OF CENTER LINE OF 18-FOOT ASPHALT COUNTY ROAD, ABOUT
 MD1472'20 YARDS S OF HIGHEST POINT OF HILL, 54
 MD1472'FEET E OF CENTER LINE OF GRAVEL DRIVEWAY, 21 FEET S OF SW INSIDE
 MD1472'CORNER OF RUBBLE-MASONRY WALLED CELLAR, 4 FEET E
 MD1472'OF PROJECTED PLANE OF W WALL OF SAME, STANDARD DISKS
 MD1472'STAMPED CROOKED 1946 ARE SET IN 1A AND 7A
 MD1472'MARKS, THE UPPER ONE FLUSH WITH THE GROUND.
 MD1472'
 MD1472'REFERENCE STAMPED CROOKED NO 1 1946, NOTE 11A, FLUSH, IS 96.04 FEET
 MD1472'OR 29.273 METERS SE IN AZIMUTH
 MD1472'327 DEG. 25 MIN. FROM THE STATION, 104 FEET E OF CENTER LINE OF THE
 MD1472'DRIVEWAY, 19 FEET N OF CENTER LINE OF ROAD, 0.8
 MD1472'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
 MD1472'IN AZIMUTH 133 DEG. 28 MIN. FROM THE STATION, 172 FEET N OF CENTER
 MD1472'LINE OF ROAD, 40 FEET S OF S WALL OF BARN, 0.1
 MD1472'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
 MD1472'50 YARDS ESE OF LONG ROAD CURVES W END, 94 FEET E OF CENTER LINE OF
 MD1472'DRIVEWAY, 23 FEET SSW OF CENTER LINE OF
 MD1472'ASPHALT ROAD, 0.1 FOOT LOWER THAN SAME, AND 1.8 FEET ESE
 MD1472'OF STEEL 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
 MD1472'ELEVATION ABOVE SEA LEVEL, IS A STANDARD U.S.G.S. DISK SET IN TOP OF
 MD1472'AN 8-BY 8-INCH CONCRETE POST THAT
 MD1472'PROJECTS 2 INCHES, IT IS ABOUT 0.15 MILE (SEE DATA) W OF THE
 MD1472'STATION, 40 FEET SSW OF CENTER LINE OF
 MD1472'18-FOOT ASPHALT ROAD ON CURVE, 0.1 FOOT LOWER THAN
 MD1472'SAME, 11 FEET S OF THE PROJECTED LINE OF THE TANGENT FROM
 MD1472'THE E, 29 FEET E OF CENTER LINE OF
 MD1472'TANGENT OF ASPHALT ROAD FROM THE S, AND 14 FEET NE OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0637 ***********************************************************************
 JA0637  DESIGNATION -  CROOKED AZ MK
 JA0637  PID         -  JA0637
 JA0637  STATE/COUNTY-  IN/SPENCER
 JA0637  USGS QUAD   -  FULDA (1978)
 JA0637
 JA0637                         *CURRENT SURVEY CONTROL
 JA0637  ___________________________________________________________________
 JA0637* NAD 83(1986)-  38 00 05.     (N)    086 50 03.     (W)     SCALED    
 JA0637* NAVD 88     -       129.874  (meters)     426.09   (feet)  ADJUSTED  
 JA0637  ___________________________________________________________________
 JA0637  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 JA0637  DYNAMIC HT  -         129.785 (meters)     425.80  (feet)  COMP
 JA0637  MODELED GRAV-     979,941.6   (mgal)                       NAVD 88
 JA0637
 JA0637  VERT ORDER  -  FIRST     CLASS II
 JA0637
 JA0637.The horizontal coordinates were scaled from a topographic map and have
 JA0637.an estimated accuracy of +/- 6 seconds.
 JA0637
 JA0637.The orthometric height was determined by differential leveling
 JA0637.and adjusted by the National Geodetic Survey in June 1991..
 JA0637
 JA0637.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0637.See file dsdata.txt to determine how the superseded data were derived.
 JA0637
 JA0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH145059(NAD 83)
 JA0637_MARKER: DZ = AZIMUTH MARK DISK
 JA0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0637_STAMPING: CROOKED 1946
 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             NGS
 JA0637
 JA0637                          STATION DESCRIPTION
 JA0637
 JA0637'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0639 ***********************************************************************
 JA0639  DESIGNATION -  CROOKED RM 1
 JA0639  PID         -  JA0639
 JA0639  STATE/COUNTY-  IN/SPENCER
 JA0639  USGS QUAD   -  FULDA (1978)
 JA0639
 JA0639                         *CURRENT SURVEY CONTROL
 JA0639  ___________________________________________________________________
 JA0639* NAD 83(1986)-  38 00 04.     (N)    086 51 31.     (W)     SCALED    
 JA0639* NAVD 88     -       124.560  (meters)     408.66   (feet)  ADJUSTED  
 JA0639  ___________________________________________________________________
 JA0639  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 JA0639  DYNAMIC HT  -         124.475 (meters)     408.38  (feet)  COMP
 JA0639  MODELED GRAV-     979,945.1   (mgal)                       NAVD 88
 JA0639
 JA0639  VERT ORDER  -  FIRST     CLASS II
 JA0639
 JA0639.The horizontal coordinates were scaled from a topographic map and have
 JA0639.an estimated accuracy of +/- 6 seconds.
 JA0639
 JA0639.The orthometric height was determined by differential leveling
 JA0639.and adjusted by the National Geodetic Survey in June 1991..
 JA0639
 JA0639.The geoid height was determined by GEOID03.
 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     -   305,640.      919,740.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0639.See file dsdata.txt to determine how the superseded data were derived.
 JA0639
 JA0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH124059(NAD 83)
 JA0639_MARKER: DR = REFERENCE MARK DISK
 JA0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0639_STAMPING: CROOKED NO 1 1946
 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             NGS
 JA0639
 JA0639                          STATION DESCRIPTION
 JA0639
 JA0639'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0641 ***********************************************************************
 JA0641  DESIGNATION -  CROOKED RM 2
 JA0641  PID         -  JA0641
 JA0641  STATE/COUNTY-  IN/SPENCER
 JA0641  USGS QUAD   -  FULDA (1978)
 JA0641
 JA0641                         *CURRENT SURVEY CONTROL
 JA0641  ___________________________________________________________________
 JA0641* NAD 83(1986)-  38 00 04.     (N)    086 51 31.     (W)     SCALED    
 JA0641* NAVD 88     -       123.889  (meters)     406.46   (feet)  ADJUSTED  
 JA0641  ___________________________________________________________________
 JA0641  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 JA0641  DYNAMIC HT  -         123.805 (meters)     406.18  (feet)  COMP
 JA0641  MODELED GRAV-     979,945.1   (mgal)                       NAVD 88
 JA0641
 JA0641  VERT ORDER  -  FIRST     CLASS II
 JA0641
 JA0641.The horizontal coordinates were scaled from a topographic map and have
 JA0641.an estimated accuracy of +/- 6 seconds.
 JA0641
 JA0641.The orthometric height was determined by differential leveling
 JA0641.and adjusted by the National Geodetic Survey in June 1991..
 JA0641
 JA0641.The geoid height was determined by GEOID03.
 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     -   305,640.      919,740.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0641.See file dsdata.txt to determine how the superseded data were derived.
 JA0641
 JA0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH124059(NAD 83)
 JA0641_MARKER: DR = REFERENCE MARK DISK
 JA0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0641_STAMPING: CROOKED NO 2 1946
 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             NGS
 JA0641
 JA0641                          STATION DESCRIPTION
 JA0641
 JA0641'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ2357 ***********************************************************************
 HZ2357  DESIGNATION -  CROTHERS
 HZ2357  PID         -  HZ2357
 HZ2357  STATE/COUNTY-  IN/JACKSON
 HZ2357  USGS QUAD   -  CROTHERSVILLE (1993)
 HZ2357
 HZ2357                         *CURRENT SURVEY CONTROL
 HZ2357  ___________________________________________________________________
 HZ2357* NAD 83(1997)-  38 47 09.04588(N)    085 50 00.51665(W)     ADJUSTED  
 HZ2357* NAVD 88     -       173.     (meters)     568.     (feet)  SCALED    
 HZ2357  ___________________________________________________________________
 HZ2357  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 HZ2357  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HZ2357
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2357
 HZ2357.The geoid height was determined by GEOID03.
 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     -   0.99997818  x   0.99996925  =   0.99994743
 HZ2357!UTM  16      -   0.99997818  x   0.99972640  =   0.99970458
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2357.See file dsdata.txt to determine how the superseded data were derived.
 HZ2357
 HZ2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0131793658(NAD 83)
 HZ2357_MARKER: DS = TRIANGULATION STATION DISK
 HZ2357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2356 ***********************************************************************
 HZ2356  DESIGNATION -  CROTHERSVILLE MUNICIPAL TANK
 HZ2356  PID         -  HZ2356
 HZ2356  STATE/COUNTY-  IN/JACKSON
 HZ2356  USGS QUAD   -  CROTHERSVILLE (1993)
 HZ2356
 HZ2356                         *CURRENT SURVEY CONTROL
 HZ2356  ___________________________________________________________________
 HZ2356* NAD 83(1997)-  38 47 42.13968(N)    085 50 28.39937(W)     ADJUSTED  
 HZ2356* NAVD 88     -                                                        
 HZ2356  ___________________________________________________________________
 HZ2356  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 HZ2356  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HZ2356
 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
 HZ2356.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2356
 HZ2356.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2356
 HZ2356  NAD 83(1993)-  38 47 42.14277(N)    085 50 28.39761(W) AD(       ) 4
 HZ2356  NAD 83(1986)-  38 47 42.14288(N)    085 50 28.40236(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2356.See file dsdata.txt to determine how the superseded data were derived.
 HZ2356
 HZ2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0063194670(NAD 83)
 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 = OCTOBER  6, 2006
 MD0807 ***********************************************************************
 MD0807  DESIGNATION -  CROWELL
 MD0807  PID         -  MD0807
 MD0807  STATE/COUNTY-  IN/ALLEN
 MD0807  USGS QUAD   -  CHURUBUSCO (1965)
 MD0807
 MD0807                         *CURRENT SURVEY CONTROL
 MD0807  ___________________________________________________________________
 MD0807* NAD 83(1997)-  41 07 57.34767(N)    085 18 47.71162(W)     ADJUSTED  
 MD0807* NAVD 88     -       260.629  (meters)     855.08   (feet)  ADJUSTED  
 MD0807  ___________________________________________________________________
 MD0807  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 MD0807  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 MD0807  DYNAMIC HT  -         260.530 (meters)     854.76  (feet)  COMP
 MD0807  MODELED GRAV-     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
 MD0807.and adjusted by the National Geodetic Survey in June 1991..
 MD0807
 MD0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0807
 MD0807.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996426  x   0.99997750  =   0.99994177
 MD0807!UTM  16      -   0.99996426  x   0.99984669  =   0.99981096
 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
 MD0807.Superseded values are not recommended for survey control.
 MD0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0807.See file dsdata.txt to determine how the superseded data were derived.
 MD0807
 MD0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4157654848(NAD 83)
 MD0807_MARKER: DE = TRAVERSE STATION DISK
 MD0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0807_STAMPING: CROWELL 1963
 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     SEE DESCRIPTION  CGS
 MD0807  HISTORY     - 1963     GOOD             CGS
 MD0807  HISTORY     - 1964     SEE DESCRIPTION  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 = OCTOBER  6, 2006
 ME2564 ***********************************************************************
 ME2564  DESIGNATION -  CROWN POINT
 ME2564  PID         -  ME2564
 ME2564  STATE/COUNTY-  IN/LAKE
 ME2564  USGS QUAD   -  CROWN POINT (1992)
 ME2564
 ME2564                         *CURRENT SURVEY CONTROL
 ME2564  ___________________________________________________________________
 ME2564* NAD 83(1997)-  41 24 15.70043(N)    087 22 06.87727(W)     ADJUSTED  
 ME2564* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 ME2564  ___________________________________________________________________
 ME2564  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 ME2564  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ME2564
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2564
 ME2564.The geoid height was determined by GEOID03.
 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     -  CROWN POINT COURTHOUSE DOME              012 07 29.2
 ME2564:UTM  16      -  CROWN POINT COURTHOUSE DOME              012 10 47.7
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2564.See file dsdata.txt to determine how the superseded data were derived.
 ME2564
 ME2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6919283712(NAD 83)
 ME2564_MARKER: DS = TRIANGULATION STATION DISK
 ME2564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2564
 ME2564  HISTORY     - Date     Condition        Report By
 ME2564  HISTORY     - 1952     MONUMENTED       CGS
 ME2564  HISTORY     - 1968     GOOD             CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2560 ***********************************************************************
 ME2560  DESIGNATION -  CROWN POINT COURTHOUSE DOME
 ME2560  PID         -  ME2560
 ME2560  STATE/COUNTY-  IN/LAKE
 ME2560  USGS QUAD   -  CROWN POINT (1992)
 ME2560
 ME2560                         *CURRENT SURVEY CONTROL
 ME2560  ___________________________________________________________________
 ME2560* NAD 83(1997)-  41 25 02.56754(N)    087 21 53.71577(W)     ADJUSTED  
 ME2560* NAVD 88     -                                                        
 ME2560  ___________________________________________________________________
 ME2560  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 ME2560  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME2560
 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
 ME2560.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2560
 ME2560.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2560
 ME2560  NAD 83(1986)-  41 25 02.57308(N)    087 21 53.72203(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2560.See file dsdata.txt to determine how the superseded data were derived.
 ME2560
 ME2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6950485156(NAD 83)
 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 = OCTOBER  6, 2006
 ME2566 ***********************************************************************
 ME2566  DESIGNATION -  CROWN POINT MUNICIPAL TANK
 ME2566  PID         -  ME2566
 ME2566  STATE/COUNTY-  IN/LAKE
 ME2566  USGS QUAD   -  CROWN POINT (1992)
 ME2566
 ME2566                         *CURRENT SURVEY CONTROL
 ME2566  ___________________________________________________________________
 ME2566* NAD 83(1997)-  41 24 55.45372(N)    087 21 45.05973(W)     ADJUSTED  
 ME2566* NAVD 88     -                                                        
 ME2566  ___________________________________________________________________
 ME2566  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 ME2566  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME2566
 ME2566  HORZ ORDER  -  THIRD
 ME2566
 ME2566.The horizontal coordinates were established by classical geodetic methods
 ME2566.and adjusted by the National Geodetic Survey in May 1999..
 ME2566
 ME2566
 ME2566.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2566
 ME2566.The geoid height was determined by GEOID03.
 ME2566
 ME2566;                    North         East     Units Scale Factor Converg.
 ME2566;SPC IN W     -   684,728.161   876,659.724   MT  0.99997337   -0 11 04.9
 ME2566;SPC IN W     - 2,246,478.97  2,876,174.44   sFT  0.99997337   -0 11 04.9
 ME2566;UTM  16      - 4,584,935.896   469,703.994   MT  0.99961130   -0 14 23.3
 ME2566
 ME2566                          SUPERSEDED SURVEY CONTROL
 ME2566
 ME2566  NAD 83(1986)-  41 24 55.45944(N)    087 21 45.06612(W) AD(       ) 4
 ME2566  NAD 27      -  41 24 55.32200(N)    087 21 44.93800(W) AD(       ) 3
 ME2566
 ME2566.Superseded values are not recommended for survey control.
 ME2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2566.See file dsdata.txt to determine how the superseded data were derived.
 ME2566
 ME2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6970484936(NAD 83)
 ME2566_MARKER: 53 = ELEVATED TANK
 ME2566
 ME2566  HISTORY     - Date     Condition        Report By
 ME2566  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2566  HISTORY     - 19910524 MARK NOT FOUND   USPSQD
 ME2566
 ME2566                          STATION DESCRIPTION
 ME2566
 ME2566'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2566'THE STATION IS THE BALL ATOP THE CROWN POINT MUNI.  WATER
 ME2566'TANK, A SILVER
 ME2566'COLORED STEEL STRUCTURE WITH 6 LEGS AND 120 FEET HIGH LOCATED
 ME2566'NORTHEAST OF THE CORNER OF S. EAST
 ME2566'AND WALNUT STREETS AND ABOUT 2 BLOCKS SOUTHEAST OF THE
 ME2566'COURT HOUSE SQUARE.
 ME2566
 ME2566                          STATION RECOVERY (1991)
 ME2566
 ME2566'RECOVERY NOTE BY US POWER SQUADRON 1991 (EYS)
 ME2566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2561 ***********************************************************************
 ME2561  DESIGNATION -  CROWN POINT RADIO KSA 228 MAST
 ME2561  PID         -  ME2561
 ME2561  STATE/COUNTY-  IN/LAKE
 ME2561  USGS QUAD   -  CROWN POINT (1992)
 ME2561
 ME2561                         *CURRENT SURVEY CONTROL
 ME2561  ___________________________________________________________________
 ME2561* NAD 83(1997)-  41 25 00.34335(N)    087 21 11.59330(W)     ADJUSTED  
 ME2561* NAVD 88     -                                                        
 ME2561  ___________________________________________________________________
 ME2561  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 ME2561  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 ME2561
 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
 ME2561.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2561
 ME2561.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2561
 ME2561  NAD 83(1986)-  41 25 00.34888(N)    087 21 11.59962(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2561.See file dsdata.txt to determine how the superseded data were derived.
 ME2561
 ME2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7048285083(NAD 83)
 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 = OCTOBER  6, 2006
 ME2565 ***********************************************************************
 ME2565  DESIGNATION -  CROWN POINT ST MARYS CATH CH
 ME2565  PID         -  ME2565
 ME2565  STATE/COUNTY-  IN/LAKE
 ME2565  USGS QUAD   -  CROWN POINT (1992)
 ME2565
 ME2565                         *CURRENT SURVEY CONTROL
 ME2565  ___________________________________________________________________
 ME2565* NAD 83(1997)-  41 24 57.83557(N)    087 21 40.50480(W)     ADJUSTED  
 ME2565* NAVD 88     -                                                        
 ME2565  ___________________________________________________________________
 ME2565  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 ME2565  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME2565
 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
 ME2565.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2565
 ME2565.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2565
 ME2565  NAD 83(1986)-  41 24 57.84111(N)    087 21 40.51109(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2565.See file dsdata.txt to determine how the superseded data were derived.
 ME2565
 ME2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6981085009(NAD 83)
 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 = OCTOBER  6, 2006
 ME2259 ***********************************************************************
 ME2259  DESIGNATION -  CRUM
 ME2259  PID         -  ME2259
 ME2259  STATE/COUNTY-  IN/ST JOSEPH
 ME2259  USGS QUAD   -  NORTH LIBERTY (1980)
 ME2259
 ME2259                         *CURRENT SURVEY CONTROL
 ME2259  ___________________________________________________________________
 ME2259* NAD 83(1997)-  41 35 19.65744(N)    086 24 42.93725(W)     ADJUSTED  
 ME2259* NAVD 88     -       227.16   (+/-2cm)     745.3    (feet)  VERTCON   
 ME2259  ___________________________________________________________________
 ME2259  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 ME2259  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME2259
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2259
 ME2259.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2259
 ME2259.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 (07/19/86)  227.27   (m)          745.6    (f) LEVELING    3  
 ME2259
 ME2259.Superseded values are not recommended for survey control.
 ME2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2259.See file dsdata.txt to determine how the superseded data were derived.
 ME2259
 ME2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4901504289(NAD 83)
 ME2259_MARKER: DS = TRIANGULATION STATION DISK
 ME2259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2611 ***********************************************************************
 LB2611  DESIGNATION -  CRUMB
 LB2611  PID         -  LB2611
 LB2611  STATE/COUNTY-  IN/TIPPECANOE
 LB2611  USGS QUAD   -  LAFAYETTE WEST (1987)
 LB2611
 LB2611                         *CURRENT SURVEY CONTROL
 LB2611  ___________________________________________________________________
 LB2611* NAD 83(1997)-  40 27 06.18894(N)    086 55 35.69116(W)     ADJUSTED  
 LB2611* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 LB2611  ___________________________________________________________________
 LB2611  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 LB2611  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 LB2611
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2611
 LB2611.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2611.See file dsdata.txt to determine how the superseded data were derived.
 LB2611
 LB2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0622677898(NAD 83)
 LB2611_MARKER: DS = TRIANGULATION STATION DISK
 LB2611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2605 ***********************************************************************
 LB2605  DESIGNATION -  CRUMB 2
 LB2605  PID         -  LB2605
 LB2605  STATE/COUNTY-  IN/TIPPECANOE
 LB2605  USGS QUAD   -  LAFAYETTE WEST (1987)
 LB2605
 LB2605                         *CURRENT SURVEY CONTROL
 LB2605  ___________________________________________________________________
 LB2605* NAD 83(1997)-  40 27 05.71001(N)    086 55 35.36703(W)     ADJUSTED  
 LB2605* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 LB2605  ___________________________________________________________________
 LB2605  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 LB2605  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 LB2605
 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.No horizontal observational check was made to the station.
 LB2605
 LB2605.The orthometric height was scaled from a topographic map.
 LB2605
 LB2605.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2605
 LB2605.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2605.See file dsdata.txt to determine how the superseded data were derived.
 LB2605
 LB2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0623377883(NAD 83)
 LB2605_MARKER: DS = TRIANGULATION STATION DISK
 LB2605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2605_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ3332 ***********************************************************************
 JZ3332  DESIGNATION -  CRUSEMEYER
 JZ3332  PID         -  JZ3332
 JZ3332  STATE/COUNTY-  IN/RIPLEY
 JZ3332  USGS QUAD   -  OSGOOD (1993)
 JZ3332
 JZ3332                         *CURRENT SURVEY CONTROL
 JZ3332  ___________________________________________________________________
 JZ3332* NAD 83(1997)-  39 11 07.75865(N)    085 19 14.13137(W)     ADJUSTED  
 JZ3332* NAVD 88     -       308.90   (+/-2cm)    1013.4    (feet)  VERTCON   
 JZ3332  ___________________________________________________________________
 JZ3332  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 JZ3332  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ3332
 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ3332
 JZ3332.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3332
 JZ3332.The geoid height was determined by GEOID03.
 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     -   0.99995689  x   0.99997767  =   0.99993456
 JZ3332!UTM  16      -   0.99995689  x   0.99985905  =   0.99981594
 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 (07/19/86)  309.04   (m)         1013.9    (f) LEVELING    3  
 JZ3332
 JZ3332.Superseded values are not recommended for survey control.
 JZ3332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3332.See file dsdata.txt to determine how the superseded data were derived.
 JZ3332
 JZ3332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4504738704(NAD 83)
 JZ3332_MARKER: DS = TRIANGULATION STATION DISK
 JZ3332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1871 ***********************************************************************
 JA1871  DESIGNATION -  CRYSTAL
 JA1871  PID         -  JA1871
 JA1871  STATE/COUNTY-  IN/DUBOIS
 JA1871  USGS QUAD   -  DUBOIS (1989)
 JA1871
 JA1871                         *CURRENT SURVEY CONTROL
 JA1871  ___________________________________________________________________
 JA1871* NAD 83(1997)-  38 29 12.70002(N)    086 45 53.53509(W)     ADJUSTED  
 JA1871* NAVD 88     -       156.     (meters)     512.     (feet)  SCALED    
 JA1871  ___________________________________________________________________
 JA1871  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 JA1871  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JA1871
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1871
 JA1871.The geoid height was determined by GEOID03.
 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     -   0.99998068  x   0.99997617  =   0.99995685
 JA1871!UTM  16      -   0.99998068  x   0.99960518  =   0.99958587
 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 1946 AZ MK TEMP                274.766 METERS 20230     |
 JA1871| CG8445 CRYSTAL RM 3                         20.103 METERS 21508     |
 JA1871| JA1867 HALL 1946 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1871.See file dsdata.txt to determine how the superseded data were derived.
 JA1871
 JA1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2050659862(NAD 83)
 JA1871_MARKER: DS = TRIANGULATION STATION DISK
 JA1871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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.
 JA1871'IT IS ABOUT 100 YARDS NORTH OF THE HIGHWAY, 128
 JA1871'FEET WEST OF A GRAVEL ROAD, NEAR THE
 JA1871'EAST EDGE OF A LARGE FIELD, AND
 JA1871'60 FEET NORTH OF A GULLEY.  THE MARK IS FLUSH WITH THE
 JA1871'GROUND AND THE
 JA1871'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,
 JA1871'AND 10 FEET WEST OF THE GRAVEL ROAD.  THE MARK IS FLUSH
 JA1871'WITH THE GROUND AND THE DISK IS
 JA1871'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
 JA1871'10 FEET NORTH OF THE GULLEY.  THE MARK IS FLUSH WITH
 JA1871'THE GROUND AND THE DISK IS STAMPED
 JA1871'CRYSTAL NO 2 1946.
 JA1871'
 JA1871'HALL AZIMUTH IS THE AZIMUTH MARK FOR THIS STATION.  IT IS LOCATED
 JA1871'APPROXIMATELY 0.3 MILE
 JA1871'SOUTHWEST OF THE STATION, ABOUT 1 FOOT SOUTH OF THE GUARD
 JA1871'RAIL OF STATE HIGHWAY 56.
 JA1871'THE MARK PROJECTS 2 INCHES AND THE DISK IS
 JA1871'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.
 JA1871'REFERENCE MARK 2 WAS FOUND UPROOTED AND THE DISK WAS
 JA1871'SALVAGED.  REFERENCE MARK 3 WAS
 JA1871'SET.  THE DISTANCE AND DIRECTION TO
 JA1871'REFERENCE MARK 1 CHECKED.  THE DESCRIPTION IS
 JA1871'ADEQUATE WITH THE BELOW 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
 JA1871'AND 1 FOOT WEST OF A METAL WITNESS POST.
 JA1871'
 JA1871'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CRYSTAL 1946 NO 3 1968
 JA1871'SET IN A DRILL
 JA1871'HOLE IN OUTCROPPING BEDROCK.  IT IS 170 FEET WEST OF
 JA1871'THE CENTERLINE OF THE ROAD AND 49
 JA1871'FEET SOUTHEAST OF THE POWER POLE.
 JA1871'
 JA1871'THE AZIMUTH MARK IS 16 FEET SOUTHEAST OF THE CENTERLINE OF STATE
 JA1871'HIGHWAY 56, 11
 JA1871'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 = OCTOBER  6, 2006
 LA2223 ***********************************************************************
 LA2223  DESIGNATION -  CUB
 LA2223  PID         -  LA2223
 LA2223  STATE/COUNTY-  IN/WABASH
 LA2223  USGS QUAD   -  WABASH (1994)
 LA2223
 LA2223                         *CURRENT SURVEY CONTROL
 LA2223  ___________________________________________________________________
 LA2223* NAD 83(1997)-  40 48 51.21007(N)    085 50 03.41301(W)     ADJUSTED  
 LA2223* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 LA2223  ___________________________________________________________________
 LA2223  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 LA2223  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 LA2223
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2223
 LA2223.The geoid height was determined by GEOID03.
 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     -   0.99996836  x   0.99996913  =   0.99993749
 LA2223!UTM  16      -   0.99996836  x   0.99971897  =   0.99968734
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2223.See file dsdata.txt to determine how the superseded data were derived.
 LA2223
 LA2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9831418788(NAD 83)
 LA2223_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA1977 ***********************************************************************
 KA1977  DESIGNATION -  CUBA
 KA1977  PID         -  KA1977
 KA1977  STATE/COUNTY-  IN/OWEN
 KA1977  USGS QUAD   -  GOSPORT (1983)
 KA1977
 KA1977                         *CURRENT SURVEY CONTROL
 KA1977  ___________________________________________________________________
 KA1977* NAD 83(1997)-  39 21 21.95825(N)    086 44 21.91793(W)     ADJUSTED  
 KA1977* NAVD 88     -       228.     (meters)     748.     (feet)  SCALED    
 KA1977  ___________________________________________________________________
 KA1977  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 KA1977  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KA1977
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1977
 KA1977.The geoid height was determined by GEOID03.
 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     -   0.99996941  x   0.99997748  =   0.99994689
 KA1977!UTM  16      -   0.99996941  x   0.99960621  =   0.99957564
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1977.See file dsdata.txt to determine how the superseded data were derived.
 KA1977
 KA1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2245056327(NAD 83)
 KA1977_MARKER: DS = TRIANGULATION STATION DISK
 KA1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1977
 KA1977  HISTORY     - Date     Condition        Report By
 KA1977  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1994 ***********************************************************************
 HZ1994  DESIGNATION -  CULBERTSON RESET
 HZ1994  PID         -  HZ1994
 HZ1994  STATE/COUNTY-  IN/SWITZERLAND
 HZ1994  USGS QUAD   -  BENNINGTON (1993)
 HZ1994
 HZ1994                         *CURRENT SURVEY CONTROL
 HZ1994  ___________________________________________________________________
 HZ1994* NAD 83(1997)-  38 49 56.14497(N)    085 11 35.47518(W)     ADJUSTED  
 HZ1994* NAVD 88     -       285.     (meters)     935.     (feet)  SCALED    
 HZ1994  ___________________________________________________________________
 HZ1994  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 HZ1994  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 HZ1994
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1994
 HZ1994.The geoid height was determined by GEOID03.
 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     -   0.99996062  x   0.99998747  =   0.99994810
 HZ1994!SPC KY1Z     -   0.99996062  x   1.00004413  =   1.00000475
 HZ1994!SPC KY N     -   0.99996062  x   0.99998232  =   0.99994295
 HZ1994!UTM  16      -   0.99996062  x   0.99990287  =   0.99986350
 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|---------------------------------------------------------------------|
 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
 HZ1994.Superseded values are not recommended for survey control.
 HZ1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1994.See file dsdata.txt to determine how the superseded data were derived.
 HZ1994
 HZ1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH5682999714(NAD 83)
 HZ1994_MARKER: N = NAIL
 HZ1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2322 ***********************************************************************
 ME2322  DESIGNATION -  CULVER 1920
 ME2322  PID         -  ME2322
 ME2322  STATE/COUNTY-  IN/MARSHALL
 ME2322  USGS QUAD   -  CULVER (1980)
 ME2322
 ME2322                         *CURRENT SURVEY CONTROL
 ME2322  ___________________________________________________________________
 ME2322* NAD 83(1997)-  41 13 06.13840(N)    086 25 05.77067(W)     ADJUSTED  
 ME2322* NAVD 88     -       228.12   (+/-2cm)     748.4    (feet)  VERTCON   
 ME2322  ___________________________________________________________________
 ME2322  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 ME2322  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 ME2322
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2322
 ME2322.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2322
 ME2322.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  228.24   (m)          748.8    (f) LEVELING    3  
 ME2322
 ME2322.Superseded values are not recommended for survey control.
 ME2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2322.See file dsdata.txt to determine how the superseded data were derived.
 ME2322
 ME2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4876363162(NAD 83)
 ME2322_MARKER: DS = TRIANGULATION STATION DISK
 ME2322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2322_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 ME2322                          STATION DESCRIPTION
 ME2322
 ME2322'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME2322'ABOUT 100 YARDS W
 ME2322'OF THE RAILROAD
 ME2322'STATION AT CULVER, ON THE E SIDE OF THE TRACK, 325
 ME2322'YARDS E OF RAILROAD BRIDGE 148-26,
 ME2322'220 YARDS E OF THE SWITCH SIGNAL
 ME2322'FOR SIDING, 80 YARDS S OF F.G. SOLOMONS MERCHANDISE
 ME2322'STORE, 2.75
 ME2322'METERS (9.02 FEET) E OF THE E AND NEARES RAIL.  THE STATION AND
 ME2322'UNDERGROUND MARKS
 ME2322'ARE BRONZE TABLETS SET IN CONCRETE.
 ME2322'THERE IS NO
 ME2322'REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0317 ***********************************************************************
 ME0317  DESIGNATION -  CULVER CITY
 ME0317  PID         -  ME0317
 ME0317  STATE/COUNTY-  IN/MARSHALL
 ME0317  USGS QUAD   -  CULVER (1980)
 ME0317
 ME0317                         *CURRENT SURVEY CONTROL
 ME0317  ___________________________________________________________________
 ME0317* NAD 83(1986)-  41 13 05.     (N)    086 25 19.     (W)     SCALED    
 ME0317* NAVD 88     -       229.607  (meters)     753.30   (feet)  ADJUSTED  
 ME0317  ___________________________________________________________________
 ME0317  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 ME0317  DYNAMIC HT  -         229.512 (meters)     752.99  (feet)  COMP
 ME0317  MODELED GRAV-     980,204.0   (mgal)                       NAVD 88
 ME0317
 ME0317  VERT ORDER  -  SECOND    CLASS 0
 ME0317
 ME0317.The horizontal coordinates were scaled from a topographic map and have
 ME0317.an estimated accuracy of +/- 6 seconds.
 ME0317
 ME0317.The orthometric height was determined by differential leveling
 ME0317.and adjusted by the National Geodetic Survey in June 1991..
 ME0317
 ME0317.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0317.See file dsdata.txt to determine how the superseded data were derived.
 ME0317
 ME0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL484631(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0317
 ME0317  HISTORY     - Date     Condition        Report By
 ME0317  HISTORY     - 1934     MONUMENTED       CGS
 ME0317  HISTORY     - 1946     GOOD             NGS
 ME0317  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 ME0317
 ME0317                          STATION DESCRIPTION
 ME0317
 ME0317'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME2311 ***********************************************************************
 ME2311  DESIGNATION -  CULVER MILITARY ACAD CH SPIRE
 ME2311  PID         -  ME2311
 ME2311  STATE/COUNTY-  IN/MARSHALL
 ME2311  USGS QUAD   -  CULVER (1980)
 ME2311
 ME2311                         *CURRENT SURVEY CONTROL
 ME2311  ___________________________________________________________________
 ME2311* NAD 83(1997)-  41 13 30.20250(N)    086 24 11.56260(W)     ADJUSTED  
 ME2311* NAVD 88     -                                                        
 ME2311  ___________________________________________________________________
 ME2311  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 ME2311  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME2311
 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
 ME2311.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2311
 ME2311.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2311
 ME2311  NAD 83(1986)-  41 13 30.20828(N)    086 24 11.57152(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2311.See file dsdata.txt to determine how the superseded data were derived.
 ME2311
 ME2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5002063913(NAD 83)
 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 = OCTOBER  6, 2006
 ME2318 ***********************************************************************
 ME2318  DESIGNATION -  CULVER MILITARY ACADEMY TANK
 ME2318  PID         -  ME2318
 ME2318  STATE/COUNTY-  IN/MARSHALL
 ME2318  USGS QUAD   -  CULVER (1980)
 ME2318
 ME2318                         *CURRENT SURVEY CONTROL
 ME2318  ___________________________________________________________________
 ME2318* NAD 83(1997)-  41 13 30.24499(N)    086 24 24.61087(W)     ADJUSTED  
 ME2318* NAVD 88     -                                                        
 ME2318  ___________________________________________________________________
 ME2318  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 ME2318  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME2318
 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
 ME2318.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2318
 ME2318.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2318
 ME2318  NAD 83(1986)-  41 13 30.25073(N)    086 24 24.61971(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2318.See file dsdata.txt to determine how the superseded data were derived.
 ME2318
 ME2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4971663912(NAD 83)
 ME2318_MARKER: 53 = ELEVATED TANK
 ME2318_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 ME2319 ***********************************************************************
 ME2319  DESIGNATION -  CULVER MUNICIPAL TANK
 ME2319  PID         -  ME2319
 ME2319  STATE/COUNTY-  IN/MARSHALL
 ME2319  USGS QUAD   -  CULVER (1980)
 ME2319
 ME2319                         *CURRENT SURVEY CONTROL
 ME2319  ___________________________________________________________________
 ME2319* NAD 83(1997)-  41 13 06.05737(N)    086 25 20.12053(W)     ADJUSTED  
 ME2319* NAVD 88     -                                                        
 ME2319  ___________________________________________________________________
 ME2319  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 ME2319  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 ME2319
 ME2319  HORZ ORDER  -  THIRD
 ME2319
 ME2319.The horizontal coordinates were established by classical geodetic methods
 ME2319.and adjusted by the National Geodetic Survey in May 1999..
 ME2319
 ME2319
 ME2319.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2319
 ME2319.The geoid height was determined by GEOID03.
 ME2319
 ME2319;                    North         East     Units Scale Factor Converg.
 ME2319;SPC IN E     -   663,081.683    36,640.500   MT  1.00001605   -0 29 52.4
 ME2319;SPC IN E     - 2,175,460.49    120,211.37   sFT  1.00001605   -0 29 52.4
 ME2319;SPC IN W     -   663,017.119   955,434.248   MT  1.00000447   +0 26 08.2
 ME2319;SPC IN W     - 2,175,248.66  3,134,620.53   sFT  1.00000447   +0 26 08.2
 ME2319;UTM  16      - 4,563,157.254   548,428.586   MT  0.99962886   +0 22 50.5
 ME2319
 ME2319                          SUPERSEDED SURVEY CONTROL
 ME2319
 ME2319  NAD 83(1986)-  41 13 06.06325(N)    086 25 20.12920(W) AD(       ) 4
 ME2319  NAD 27      -  41 13 05.91200(N)    086 25 20.10600(W) AD(       ) 3
 ME2319
 ME2319.Superseded values are not recommended for survey control.
 ME2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2319.See file dsdata.txt to determine how the superseded data were derived.
 ME2319
 ME2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4842963157(NAD 83)
 ME2319_MARKER: 53 = ELEVATED TANK
 ME2319
 ME2319  HISTORY     - Date     Condition        Report By
 ME2319  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2319  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 ME2319
 ME2319                          STATION DESCRIPTION
 ME2319
 ME2319'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2319'THE BALL AT THE APEX OF THE ROOF OF THE TANK, WHICH IS
 ME2319'LOCATED NEAR THE
 ME2319'CENTER OF CULVER.  IT IS ABOUT 400 FEET EAST OF THE INTERSECTION OF
 ME2319'CASS AND NORTH MAIN STREETS.  THE
 ME2319'STATION IS A 4-LEGGED STEEL STRUCTURE ABOUT 125
 ME2319'FEET HIGH WITH A WATER TANK ATOP PAINTED SILVER AND
 ME2319'HAS THE LEGEND CULVER IN LARGE
 ME2319'BLACK LETTERS PAINTED ON THE SIDE OF THE TANK.
 ME2319
 ME2319                          STATION RECOVERY (1984)
 ME2319
 ME2319'RECOVERY NOTE BY US POWER SQUADRON 1984 (TCR)
 ME2319'STATION DESTROYED.
 ME2319'
 ME2319'TORN DOWN IN 1981.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3394 ***********************************************************************
 JZ3394  DESIGNATION -  CUMBERLAND SMITH AND YOUNG STK
 JZ3394  PID         -  JZ3394
 JZ3394  STATE/COUNTY-  IN/MARION
 JZ3394  USGS QUAD   -  CUMBERLAND (1988)
 JZ3394
 JZ3394                         *CURRENT SURVEY CONTROL
 JZ3394  ___________________________________________________________________
 JZ3394* NAD 83(1997)-  39 46 28.04272(N)    085 57 48.60724(W)     ADJUSTED  
 JZ3394* NAVD 88     -                                                        
 JZ3394  ___________________________________________________________________
 JZ3394  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 JZ3394  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JZ3394
 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
 JZ3394.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3394
 JZ3394.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3394
 JZ3394  NAD 83(1986)-  39 46 28.04601(N)    085 57 48.62565(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3394.See file dsdata.txt to determine how the superseded data were derived.
 JZ3394
 JZ3394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK8876603238(NAD 83)
 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 = OCTOBER  6, 2006
 MD1647 ***********************************************************************
 MD1647  DESIGNATION -  CUMMINS
 MD1647  PID         -  MD1647
 MD1647  STATE/COUNTY-  IN/WHITLEY
 MD1647  USGS QUAD   -  PIERCETON (1994)
 MD1647
 MD1647                         *CURRENT SURVEY CONTROL
 MD1647  ___________________________________________________________________
 MD1647* NAD 83(1997)-  41 07 58.97847(N)    085 38 06.71252(W)     ADJUSTED  
 MD1647* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 MD1647  ___________________________________________________________________
 MD1647  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 MD1647  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MD1647
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1647
 MD1647.The geoid height was determined by GEOID03.
 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     -   0.99996196  x   0.99996675  =   0.99992871
 MD1647!UTM  16      -   0.99996196  x   0.99976150  =   0.99972347
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1647.See file dsdata.txt to determine how the superseded data were derived.
 MD1647
 MD1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1455254425(NAD 83)
 MD1647_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1647
 MD1647  HISTORY     - Date     Condition        Report By
 MD1647  HISTORY     - 1947     MONUMENTED       CGS
 MD1647  HISTORY     - 1960     SEE DESCRIPTION  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
 MD1647'5 AND 14 IN SOUTH WHITLEY
 MD1647'AND ON THE SOUTHWEST CORNER OF HIGHWAY 5 AND A GRAVEL CROSSROAD.  IT
 MD1647'IS 61 FEET SOUTHWEST OF THE CROSSROAD
 MD1647'INTERSECTION, 37 FEET WEST OF THE CENTER OF THE HIGHWAY,
 MD1647'27 FEET SOUTH OF A FENCE CORNER AND 8 FEET SOUTH OF A
 MD1647'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
 MD1647'32 FEET EAST OF THE CENTER OF THE
 MD1647'HIGHWAY, 19 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 2.5 FEET
 MD1647'WEST OF A POWER POLE.  THE MARK IS
 MD1647'FLUSH 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
 MD1647'WEST OF THE CENTER OF THE HIGHWAY AND 2 FEET EAST OF A FENCE.  THE
 MD1647'MARK IS A 10 X 10 INCH CONCRETE POST
 MD1647'PROJECTING ABOUT 3 INCHES WITH A STANDARD USC AND GS BM DISK STAMPED
 MD1647'V 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
 MD1647'OF THE CENTER OF THE HIGHWAY, 24 FEET NORTH OF A TELEPHONE POLE AND 3
 MD1647'FEET NORTH OF A WHITE WITNESS POST.
 MD1647'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 MD1647'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
 MD1647'5 FOR 2.7 MILES TO THE AZIMUTH ON THE LEFT, CONTINUE STRAIGHT AHEAD
 MD1647'0.7 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
 MD1647'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
 MD1647'CENTER LINE OF THE GRAVELED CROSS ROAD.  R.M. NO. 1 IS 77.69 FEET NE
 MD1647'OF THE STATION AND 34 FEET E OF
 MD1647'CENTER LINE OF THE HWY.  THE AZIMUTH MARK IS ABOUT 15 YARDS
 MD1647'NW OF MIDPOINT OF CURVE, 16 FEET W OF PROJECTED
 MD1647'LINE OF CENTER LINE OF HWY. TANGENT FROM
 MD1647'THE N, ABOUT SAME ELEVATION AS THE HWY. CENTER LINE, AND 2 FEET
 MD1647'NNW OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2545 ***********************************************************************
 LB2545  DESIGNATION -  CUTLER
 LB2545  PID         -  LB2545
 LB2545  STATE/COUNTY-  IN/CARROLL
 LB2545  USGS QUAD   -  ROSSVILLE (1961)
 LB2545
 LB2545                         *CURRENT SURVEY CONTROL
 LB2545  ___________________________________________________________________
 LB2545* NAD 83(1997)-  40 28 20.69638(N)    086 31 31.11042(W)     ADJUSTED  
 LB2545* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 LB2545  ___________________________________________________________________
 LB2545  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 LB2545  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 LB2545
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2545
 LB2545.The geoid height was determined by GEOID03.
 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     -   0.99996976  x   0.99999422  =   0.99996398
 LB2545!UTM  16      -   0.99996976  x   0.99961993  =   0.99958970
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2545.See file dsdata.txt to determine how the superseded data were derived.
 LB2545
 LB2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4023980301(NAD 83)
 LB2545_MARKER: DS = TRIANGULATION STATION DISK
 LB2545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA2045 ***********************************************************************
 JA2045  DESIGNATION -  CYNTHIANA MUNICIPAL TANK
 JA2045  PID         -  JA2045
 JA2045  STATE/COUNTY-  IN/POSEY
 JA2045  USGS QUAD   -  CYNTHIANA (1980)
 JA2045
 JA2045                         *CURRENT SURVEY CONTROL
 JA2045  ___________________________________________________________________
 JA2045* NAD 83(1997)-  38 11 16.24754(N)    087 42 37.04896(W)     ADJUSTED  
 JA2045* NAVD 88     -                                                        
 JA2045  ___________________________________________________________________
 JA2045  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 JA2045  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 JA2045
 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
 JA2045.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2045
 JA2045.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA2045
 JA2045  NAD 83(1993)-  38 11 16.25319(N)    087 42 37.04786(W) AD(       ) 4
 JA2045  NAD 83(1986)-  38 11 16.25678(N)    087 42 37.04996(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2045.See file dsdata.txt to determine how the superseded data were derived.
 JA2045
 JA2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3779726896(NAD 83)
 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 = OCTOBER  6, 2006
 JZ0537 ***********************************************************************
 JZ0537  DESIGNATION -  D 1
 JZ0537  PID         -  JZ0537
 JZ0537  STATE/COUNTY-  IN/DEARBORN
 JZ0537  USGS QUAD   -  HOOVEN (1992)
 JZ0537
 JZ0537                         *CURRENT SURVEY CONTROL
 JZ0537  ___________________________________________________________________
 JZ0537* NAD 83(1986)-  39 07 49.     (N)    084 50 33.     (W)     SCALED    
 JZ0537* NAVD 88     -       152.287  (meters)     499.63   (feet)  ADJUSTED  
 JZ0537  ___________________________________________________________________
 JZ0537  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ0537  DYNAMIC HT  -         152.192 (meters)     499.32  (feet)  COMP
 JZ0537  MODELED GRAV-     980,006.5   (mgal)                       NAVD 88
 JZ0537
 JZ0537  VERT ORDER  -  FIRST     CLASS II
 JZ0537
 JZ0537.The horizontal coordinates were scaled from a topographic map and have
 JZ0537.an estimated accuracy of +/- 6 seconds.
 JZ0537
 JZ0537.The orthometric height was determined by differential leveling
 JZ0537.and adjusted by the National Geodetic Survey in June 1991..
 JZ0537.WARNING-Repeat measurements at this control monument indicate possible
 JZ0537.vertical movement.
 JZ0537
 JZ0537.The geoid height was determined by GEOID03.
 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     -   431,280.      171,260.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0537.See file dsdata.txt to determine how the superseded data were derived.
 JZ0537
 JZ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ864334(NAD 83)
 JZ0537_MARKER: DB = BENCH MARK DISK
 JZ0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0537_STAMPING: D 1
 JZ0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0537+STABILITY: SURFACE MOTION
 JZ0537
 JZ0537  HISTORY     - Date     Condition        Report By
 JZ0537  HISTORY     - UNK      MONUMENTED       CGS
 JZ0537  HISTORY     - 1947     GOOD             NGS
 JZ0537  HISTORY     - 1949     GOOD             NGS
 JZ0537  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0537
 JZ0537                          STATION DESCRIPTION
 JZ0537
 JZ0537'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1949
 JZ0537'RECOVERED IN GOOD CONDITION.
 JZ0537
 JZ0537                          STATION RECOVERY (1986)
 JZ0537
 JZ0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0006 ***********************************************************************
 JA0006  DESIGNATION -  D 10
 JA0006  PID         -  JA0006
 JA0006  STATE/COUNTY-  IN/JACKSON
 JA0006  USGS QUAD   -  BROWNSTOWN (1994)
 JA0006
 JA0006                         *CURRENT SURVEY CONTROL
 JA0006  ___________________________________________________________________
 JA0006* NAD 83(1986)-  38 53 05.     (N)    086 03 27.     (W)     SCALED    
 JA0006* NAVD 88     -       167.574  (meters)     549.78   (feet)  ADJUSTED  
 JA0006  ___________________________________________________________________
 JA0006  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JA0006  DYNAMIC HT  -         167.468 (meters)     549.43  (feet)  COMP
 JA0006  MODELED GRAV-     979,992.0   (mgal)                       NAVD 88
 JA0006
 JA0006  VERT ORDER  -  FIRST     CLASS II
 JA0006
 JA0006.The horizontal coordinates were scaled from a topographic map and have
 JA0006.an estimated accuracy of +/- 6 seconds.
 JA0006
 JA0006.The orthometric height was determined by differential leveling
 JA0006.and adjusted by the National Geodetic Survey in June 1991..
 JA0006
 JA0006.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0006.See file dsdata.txt to determine how the superseded data were derived.
 JA0006
 JA0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ817044(NAD 83)
 JA0006_MARKER: DB = BENCH MARK DISK
 JA0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0006_STAMPING: 550.186 D 10 1930
 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             NGS
 JA0006
 JA0006                          STATION DESCRIPTION
 JA0006
 JA0006'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1748 ***********************************************************************
 LB1748  DESIGNATION -  D 100
 LB1748  PID         -  LB1748
 LB1748  STATE/COUNTY-  IN/WARREN
 LB1748  USGS QUAD   -  WEST LEBANON (1980)
 LB1748
 LB1748                         *CURRENT SURVEY CONTROL
 LB1748  ___________________________________________________________________
 LB1748* NAD 83(1986)-  40 15 04.     (N)    087 24 54.     (W)     SCALED    
 LB1748* NAVD 88     -       199.533  (meters)     654.63   (feet)  ADJUSTED  
 LB1748  ___________________________________________________________________
 LB1748  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LB1748  DYNAMIC HT  -         199.432 (meters)     654.30  (feet)  COMP
 LB1748  MODELED GRAV-     980,116.9   (mgal)                       NAVD 88
 LB1748
 LB1748  VERT ORDER  -  SECOND    CLASS 0
 LB1748
 LB1748.The horizontal coordinates were scaled from a topographic map and have
 LB1748.an estimated accuracy of +/- 6 seconds.
 LB1748
 LB1748.The orthometric height was determined by differential leveling
 LB1748.and adjusted by the National Geodetic Survey in June 1991..
 LB1748
 LB1748.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1748.See file dsdata.txt to determine how the superseded data were derived.
 LB1748
 LB1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK647557(NAD 83)
 LB1748_MARKER: DB = BENCH MARK DISK
 LB1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1748_STAMPING: D 100 1946
 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 = OCTOBER  6, 2006
 KA0952 ***********************************************************************
 KA0952  DESIGNATION -  D 101
 KA0952  PID         -  KA0952
 KA0952  STATE/COUNTY-  IN/PARKE
 KA0952  USGS QUAD   -  ROCKVILLE (1978)
 KA0952
 KA0952                         *CURRENT SURVEY CONTROL
 KA0952  ___________________________________________________________________
 KA0952* NAD 83(1986)-  39 47 05.     (N)    087 14 10.     (W)     SCALED    
 KA0952* NAVD 88     -       209.334  (meters)     686.79   (feet)  ADJUSTED  
 KA0952  ___________________________________________________________________
 KA0952  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KA0952  DYNAMIC HT  -         209.215 (meters)     686.40  (feet)  COMP
 KA0952  MODELED GRAV-     980,056.8   (mgal)                       NAVD 88
 KA0952
 KA0952  VERT ORDER  -  SECOND    CLASS 0
 KA0952
 KA0952.The horizontal coordinates were scaled from a topographic map and have
 KA0952.an estimated accuracy of +/- 6 seconds.
 KA0952
 KA0952.The orthometric height was determined by differential leveling
 KA0952.and adjusted by the National Geodetic Survey in June 1991..
 KA0952
 KA0952.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0952.See file dsdata.txt to determine how the superseded data were derived.
 KA0952
 KA0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK797038(NAD 83)
 KA0952_MARKER: DB = BENCH MARK DISK
 KA0952_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0952_SP_SET: CULVERT
 KA0952_STAMPING: D 101 1946
 KA0952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA1020 ***********************************************************************
 KA1020  DESIGNATION -  D 102
 KA1020  PID         -  KA1020
 KA1020  STATE/COUNTY-  IN/PARKE
 KA1020  USGS QUAD   -  MONTEZUMA (1978)
 KA1020
 KA1020                         *CURRENT SURVEY CONTROL
 KA1020  ___________________________________________________________________
 KA1020* NAD 83(1986)-  39 48 14.     (N)    087 19 23.     (W)     SCALED    
 KA1020* NAVD 88     -       167.932  (meters)     550.96   (feet)  ADJUSTED  
 KA1020  ___________________________________________________________________
 KA1020  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KA1020  DYNAMIC HT  -         167.838 (meters)     550.65  (feet)  COMP
 KA1020  MODELED GRAV-     980,065.7   (mgal)                       NAVD 88
 KA1020
 KA1020  VERT ORDER  -  SECOND    CLASS 0
 KA1020
 KA1020.The horizontal coordinates were scaled from a topographic map and have
 KA1020.an estimated accuracy of +/- 6 seconds.
 KA1020
 KA1020.The orthometric height was determined by differential leveling
 KA1020.and adjusted by the National Geodetic Survey in June 1991..
 KA1020
 KA1020.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1020.See file dsdata.txt to determine how the superseded data were derived.
 KA1020
 KA1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK723060(NAD 83)
 KA1020_MARKER: DB = BENCH MARK DISK
 KA1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1020_STAMPING: D 102 1946
 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 = OCTOBER  6, 2006
 KA1001 ***********************************************************************
 KA1001  DESIGNATION -  D 103
 KA1001  PID         -  KA1001
 KA1001  STATE/COUNTY-  IN/FOUNTAIN
 KA1001  USGS QUAD   -  ALAMO (1980)
 KA1001
 KA1001                         *CURRENT SURVEY CONTROL
 KA1001  ___________________________________________________________________
 KA1001* NAD 83(1986)-  39 58 03.     (N)    087 07 27.     (W)     SCALED    
 KA1001* NAVD 88     -       219.334  (meters)     719.60   (feet)  ADJUSTED  
 KA1001  ___________________________________________________________________
 KA1001  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KA1001  DYNAMIC HT  -         219.215 (meters)     719.21  (feet)  COMP
 KA1001  MODELED GRAV-     980,076.4   (mgal)                       NAVD 88
 KA1001
 KA1001  VERT ORDER  -  SECOND    CLASS 0
 KA1001
 KA1001.The horizontal coordinates were scaled from a topographic map and have
 KA1001.an estimated accuracy of +/- 6 seconds.
 KA1001
 KA1001.The orthometric height was determined by differential leveling
 KA1001.and adjusted by the National Geodetic Survey in June 1991..
 KA1001
 KA1001.The geoid height was determined by GEOID03.
 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     -   523,910.      896,510.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1001.See file dsdata.txt to determine how the superseded data were derived.
 KA1001
 KA1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK893241(NAD 83)
 KA1001_MARKER: DB = BENCH MARK DISK
 KA1001_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1001_SP_SET: BRIDGE
 KA1001_STAMPING: D 103 1946
 KA1001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1001
 KA1001  HISTORY     - Date     Condition        Report By
 KA1001  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1758 ***********************************************************************
 LB1758  DESIGNATION -  D 104
 LB1758  PID         -  LB1758
 LB1758  STATE/COUNTY-  IN/FOUNTAIN
 LB1758  USGS QUAD   -  PERRYSVILLE (1991)
 LB1758
 LB1758                         *CURRENT SURVEY CONTROL
 LB1758  ___________________________________________________________________
 LB1758* NAD 83(1986)-  40 05 09.     (N)    087 22 34.     (W)     SCALED    
 LB1758* NAVD 88     -       189.745  (meters)     622.52   (feet)  ADJUSTED  
 LB1758  ___________________________________________________________________
 LB1758  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LB1758  DYNAMIC HT  -         189.647 (meters)     622.20  (feet)  COMP
 LB1758  MODELED GRAV-     980,104.0   (mgal)                       NAVD 88
 LB1758
 LB1758  VERT ORDER  -  SECOND    CLASS 0
 LB1758
 LB1758.The horizontal coordinates were scaled from a topographic map and have
 LB1758.an estimated accuracy of +/- 6 seconds.
 LB1758
 LB1758.The orthometric height was determined by differential leveling
 LB1758.and adjusted by the National Geodetic Survey in June 1991..
 LB1758
 LB1758.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1758.See file dsdata.txt to determine how the superseded data were derived.
 LB1758
 LB1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK679373(NAD 83)
 LB1758_MARKER: DB = BENCH MARK DISK
 LB1758_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1758_SP_SET: CULVERT
 LB1758_STAMPING: D 104 1946
 LB1758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME1362 ***********************************************************************
 ME1362  DESIGNATION -  D 105
 ME1362  PID         -  ME1362
 ME1362  STATE/COUNTY-  IN/LAKE
 ME1362  USGS QUAD   -  SHELBY (1992)
 ME1362
 ME1362                         *CURRENT SURVEY CONTROL
 ME1362  ___________________________________________________________________
 ME1362* NAD 83(1986)-  41 10 57.     (N)    087 20 25.     (W)     SCALED    
 ME1362* NAVD 88     -       196.065  (meters)     643.26   (feet)  ADJUSTED  
 ME1362  ___________________________________________________________________
 ME1362  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME1362  DYNAMIC HT  -         195.982 (meters)     642.98  (feet)  COMP
 ME1362  MODELED GRAV-     980,195.7   (mgal)                       NAVD 88
 ME1362
 ME1362  VERT ORDER  -  SECOND    CLASS 0
 ME1362
 ME1362.The horizontal coordinates were scaled from a topographic map and have
 ME1362.an estimated accuracy of +/- 6 seconds.
 ME1362
 ME1362.The orthometric height was determined by differential leveling
 ME1362.and adjusted by the National Geodetic Survey in June 1991..
 ME1362
 ME1362.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1362.See file dsdata.txt to determine how the superseded data were derived.
 ME1362
 ME1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL714590(NAD 83)
 ME1362_MARKER: DB = BENCH MARK DISK
 ME1362_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1362_SP_SET: ABUTMENT
 ME1362_STAMPING: D 105 1946
 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 = OCTOBER  6, 2006
 ME1412 ***********************************************************************
 ME1412  DESIGNATION -  D 106
 ME1412  PID         -  ME1412
 ME1412  STATE/COUNTY-  IN/NEWTON
 ME1412  USGS QUAD   -  FAIR OAKS (1980)
 ME1412
 ME1412                         *CURRENT SURVEY CONTROL
 ME1412  ___________________________________________________________________
 ME1412* NAD 83(1986)-  41 00 46.     (N)    087 17 08.     (W)     SCALED    
 ME1412* NAVD 88     -       205.617  (meters)     674.60   (feet)  ADJUSTED  
 ME1412  ___________________________________________________________________
 ME1412  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 ME1412  DYNAMIC HT  -         205.528 (meters)     674.30  (feet)  COMP
 ME1412  MODELED GRAV-     980,189.1   (mgal)                       NAVD 88
 ME1412
 ME1412  VERT ORDER  -  SECOND    CLASS 0
 ME1412
 ME1412.The horizontal coordinates were scaled from a topographic map and have
 ME1412.an estimated accuracy of +/- 6 seconds.
 ME1412
 ME1412.The orthometric height was determined by differential leveling
 ME1412.and adjusted by the National Geodetic Survey in June 1991..
 ME1412
 ME1412.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1412.See file dsdata.txt to determine how the superseded data were derived.
 ME1412
 ME1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL759402(NAD 83)
 ME1412_MARKER: DB = BENCH MARK DISK
 ME1412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1412_SP_SET: CULVERT
 ME1412_STAMPING: D 106 1946
 ME1412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1412
 ME1412  HISTORY     - Date     Condition        Report By
 ME1412  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1339 ***********************************************************************
 LB1339  DESIGNATION -  D 108
 LB1339  PID         -  LB1339
 LB1339  STATE/COUNTY-  IN/JASPER
 LB1339  USGS QUAD   -  REMINGTON (1980)
 LB1339
 LB1339                         *CURRENT SURVEY CONTROL
 LB1339  ___________________________________________________________________
 LB1339* NAD 83(1986)-  40 48 40.     (N)    087 09 13.     (W)     SCALED    
 LB1339* NAVD 88     -       210.471  (meters)     690.52   (feet)  ADJUSTED  
 LB1339  ___________________________________________________________________
 LB1339  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 LB1339  DYNAMIC HT  -         210.377 (meters)     690.21  (feet)  COMP
 LB1339  MODELED GRAV-     980,170.7   (mgal)                       NAVD 88
 LB1339
 LB1339  VERT ORDER  -  SECOND    CLASS 0
 LB1339
 LB1339.The horizontal coordinates were scaled from a topographic map and have
 LB1339.an estimated accuracy of +/- 6 seconds.
 LB1339
 LB1339.The orthometric height was determined by differential leveling
 LB1339.and adjusted by the National Geodetic Survey in June 1991..
 LB1339
 LB1339.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1339.See file dsdata.txt to determine how the superseded data were derived.
 LB1339
 LB1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL870178(NAD 83)
 LB1339_MARKER: DB = BENCH MARK DISK
 LB1339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1339_SP_SET: CULVERT
 LB1339_STAMPING: D 108 1946
 LB1339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1339
 LB1339  HISTORY     - Date     Condition        Report By
 LB1339  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1368 ***********************************************************************
 LB1368  DESIGNATION -  D 109
 LB1368  PID         -  LB1368
 LB1368  STATE/COUNTY-  IN/JASPER
 LB1368  USGS QUAD   -  WOLCOTT (1991)
 LB1368
 LB1368                         *CURRENT SURVEY CONTROL
 LB1368  ___________________________________________________________________
 LB1368* NAD 83(1986)-  40 50 31.     (N)    087 00 19.     (W)     SCALED    
 LB1368* NAVD 88     -       207.271  (meters)     680.02   (feet)  ADJUSTED  
 LB1368  ___________________________________________________________________
 LB1368  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 LB1368  DYNAMIC HT  -         207.177 (meters)     679.71  (feet)  COMP
 LB1368  MODELED GRAV-     980,170.5   (mgal)                       NAVD 88
 LB1368
 LB1368  VERT ORDER  -  SECOND    CLASS 0
 LB1368
 LB1368.The horizontal coordinates were scaled from a topographic map and have
 LB1368.an estimated accuracy of +/- 6 seconds.
 LB1368
 LB1368.The orthometric height was determined by differential leveling
 LB1368.and adjusted by the National Geodetic Survey in June 1991..
 LB1368
 LB1368.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1368.See file dsdata.txt to determine how the superseded data were derived.
 LB1368
 LB1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL995212(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1368
 LB1368  HISTORY     - Date     Condition        Report By
 LB1368  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0727 ***********************************************************************
 JA0727  DESIGNATION -  D 11
 JA0727  PID         -  JA0727
 JA0727  STATE/COUNTY-  IN/MARTIN
 JA0727  USGS QUAD   -  LOOGOOTEE (1978)
 JA0727
 JA0727                         *CURRENT SURVEY CONTROL
 JA0727  ___________________________________________________________________
 JA0727* NAD 83(1986)-  38 40 32.     (N)    086 55 00.     (W)     SCALED    
 JA0727* NAVD 88     -       163.405  (meters)     536.10   (feet)  ADJUSTED  
 JA0727  ___________________________________________________________________
 JA0727  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JA0727  DYNAMIC HT  -         163.300 (meters)     535.76  (feet)  COMP
 JA0727  MODELED GRAV-     979,984.0   (mgal)                       NAVD 88
 JA0727
 JA0727  VERT ORDER  -  FIRST     CLASS II
 JA0727
 JA0727.The horizontal coordinates were scaled from a topographic map and have
 JA0727.an estimated accuracy of +/- 6 seconds.
 JA0727
 JA0727.The orthometric height was determined by differential leveling
 JA0727.and adjusted by the National Geodetic Survey in June 1991..
 JA0727
 JA0727.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0727.See file dsdata.txt to determine how the superseded data were derived.
 JA0727
 JA0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH072807(NAD 83)
 JA0727_MARKER: DB = BENCH MARK DISK
 JA0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0727_STAMPING: D 11 1930 536.528
 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             NGS
 JA0727
 JA0727                          STATION DESCRIPTION
 JA0727
 JA0727'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1361 ***********************************************************************
 LB1361  DESIGNATION -  D 110
 LB1361  PID         -  LB1361
 LB1361  STATE/COUNTY-  IN/JASPER
 LB1361  USGS QUAD   -  MC COYSBURG (1962)
 LB1361
 LB1361                         *CURRENT SURVEY CONTROL
 LB1361  ___________________________________________________________________
 LB1361* NAD 83(1986)-  40 59 50.     (N)    087 01 01.     (W)     SCALED    
 LB1361* NAVD 88     -       214.013  (meters)     702.14   (feet)  ADJUSTED  
 LB1361  ___________________________________________________________________
 LB1361  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 LB1361  DYNAMIC HT  -         213.920 (meters)     701.84  (feet)  COMP
 LB1361  MODELED GRAV-     980,183.0   (mgal)                       NAVD 88
 LB1361
 LB1361  VERT ORDER  -  SECOND    CLASS 0
 LB1361
 LB1361.The horizontal coordinates were scaled from a topographic map and have
 LB1361.an estimated accuracy of +/- 6 seconds.
 LB1361
 LB1361.The orthometric height was determined by differential leveling
 LB1361.and adjusted by the National Geodetic Survey in June 1991..
 LB1361
 LB1361.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1361.See file dsdata.txt to determine how the superseded data were derived.
 LB1361
 LB1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL985384(NAD 83)
 LB1361_MARKER: DB = BENCH MARK DISK
 LB1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1361_STAMPING: D 110 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0807 ***********************************************************************
 KA0807  DESIGNATION -  D 111
 KA0807  PID         -  KA0807
 KA0807  STATE/COUNTY-  IN/BOONE
 KA0807  USGS QUAD   -  NEW ROSS (1980)
 KA0807
 KA0807                         *CURRENT SURVEY CONTROL
 KA0807  ___________________________________________________________________
 KA0807* NAD 83(1986)-  39 55 35.     (N)    086 37 35.     (W)     SCALED    
 KA0807* NAVD 88     -       288.192  (meters)     945.51   (feet)  ADJUSTED  
 KA0807  ___________________________________________________________________
 KA0807  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KA0807  DYNAMIC HT  -         288.035 (meters)     944.99  (feet)  COMP
 KA0807  MODELED GRAV-     980,073.2   (mgal)                       NAVD 88
 KA0807
 KA0807  VERT ORDER  -  SECOND    CLASS 0
 KA0807
 KA0807.The horizontal coordinates were scaled from a topographic map and have
 KA0807.an estimated accuracy of +/- 6 seconds.
 KA0807
 KA0807.The orthometric height was determined by differential leveling
 KA0807.and adjusted by the National Geodetic Survey in June 1991..
 KA0807
 KA0807.The geoid height was determined by GEOID03.
 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     -   519,450.      939,060.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0807.See file dsdata.txt to determine how the superseded data were derived.
 KA0807
 KA0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK319196(NAD 83)
 KA0807_MARKER: DB = BENCH MARK DISK
 KA0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0807_STAMPING: D 111 1946
 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 = OCTOBER  6, 2006
 LB0605 ***********************************************************************
 LB0605  DESIGNATION -  D 112
 LB0605  PID         -  LB0605
 LB0605  STATE/COUNTY-  IN/HAMILTON
 LB0605  USGS QUAD   -  WESTFIELD (1992)
 LB0605
 LB0605                         *CURRENT SURVEY CONTROL
 LB0605  ___________________________________________________________________
 LB0605* NAD 83(1986)-  40 02 31.     (N)    086 12 45.     (W)     SCALED    
 LB0605* NAVD 88     -       280.050  (meters)     918.80   (feet)  ADJUSTED  
 LB0605  ___________________________________________________________________
 LB0605  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 LB0605  DYNAMIC HT  -         279.894 (meters)     918.29  (feet)  COMP
 LB0605  MODELED GRAV-     980,060.1   (mgal)                       NAVD 88
 LB0605
 LB0605  VERT ORDER  -  SECOND    CLASS 0
 LB0605
 LB0605.The horizontal coordinates were scaled from a topographic map and have
 LB0605.an estimated accuracy of +/- 6 seconds.
 LB0605
 LB0605.The orthometric height was determined by differential leveling
 LB0605.and adjusted by the National Geodetic Survey in June 1991..
 LB0605
 LB0605.The geoid height was determined by GEOID03.
 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     -   532,320.       53,420.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0605.See file dsdata.txt to determine how the superseded data were derived.
 LB0605
 LB0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK671327(NAD 83)
 LB0605_MARKER: DB = BENCH MARK DISK
 LB0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0605_STAMPING: D 112 1946
 LB0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0605+STABILITY: SURFACE MOTION
 LB0605
 LB0605  HISTORY     - Date     Condition        Report By
 LB0605  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0637 ***********************************************************************
 LB0637  DESIGNATION -  D 114 RESET 1953
 LB0637  PID         -  LB0637
 LB0637  STATE/COUNTY-  IN/BOONE
 LB0637  USGS QUAD   -  LEBANON (1979)
 LB0637
 LB0637                         *CURRENT SURVEY CONTROL
 LB0637  ___________________________________________________________________
 LB0637* NAD 83(1986)-  40 04 54.     (N)    086 28 34.     (W)     SCALED    
 LB0637* NAVD 88     -       285.52   (meters)     936.7    (feet)  RESET     
 LB0637  ___________________________________________________________________
 LB0637  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 LB0637
 LB0637  VERT ORDER  -  THIRD
 LB0637
 LB0637.The horizontal coordinates were scaled from a topographic map and have
 LB0637.an estimated accuracy of +/- 6 seconds.
 LB0637
 LB0637.The orthometric height was computed from unverified reset data.
 LB0637
 LB0637.The geoid height was determined by GEOID03.
 LB0637
 LB0637;                    North         East    Units  Estimated Accuracy
 LB0637;SPC IN W     -   536,760.      951,790.      MT  (+/- 180 meters Scaled)
 LB0637
 LB0637                          SUPERSEDED SURVEY CONTROL
 LB0637
 LB0637.No superseded survey control is available for this station.
 LB0637
 LB0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK446369(NAD 83)
 LB0637_MARKER: DB = BENCH MARK DISK
 LB0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0637_STAMPING: D 114 RESET 1953
 LB0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0637+STABILITY: SURFACE MOTION
 LB0637
 LB0637  HISTORY     - Date     Condition        Report By
 LB0637  HISTORY     - 1953     MONUMENTED       INHD
 LB0637  HISTORY     - 1954     GOOD             NGS
 LB0637  HISTORY     - 1978     GOOD             LOCSUR
 LB0637
 LB0637                          STATION DESCRIPTION
 LB0637
 LB0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LB0637'2.4 MI N FROM LEBANON.
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0036 ***********************************************************************
 LB0036  DESIGNATION -  D 115
 LB0036  PID         -  LB0036
 LB0036  STATE/COUNTY-  IN/CASS
 LB0036  USGS QUAD   -  YOUNG AMERICA (1959)
 LB0036
 LB0036                         *CURRENT SURVEY CONTROL
 LB0036  ___________________________________________________________________
 LB0036* NAD 83(1986)-  40 34 34.     (N)    086 16 46.     (W)     SCALED    
 LB0036* NAVD 88     -       237.042  (meters)     777.70   (feet)  ADJUSTED  
 LB0036  ___________________________________________________________________
 LB0036  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 LB0036  DYNAMIC HT  -         236.923 (meters)     777.30  (feet)  COMP
 LB0036  MODELED GRAV-     980,117.1   (mgal)                       NAVD 88
 LB0036
 LB0036  VERT ORDER  -  SECOND    CLASS 0
 LB0036
 LB0036.The horizontal coordinates were scaled from a topographic map and have
 LB0036.an estimated accuracy of +/- 6 seconds.
 LB0036
 LB0036.The orthometric height was determined by differential leveling
 LB0036.and adjusted by the National Geodetic Survey in June 1991..
 LB0036
 LB0036.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0036.See file dsdata.txt to determine how the superseded data were derived.
 LB0036
 LB0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK609919(NAD 83)
 LB0036_MARKER: DB = BENCH MARK DISK
 LB0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0036_STAMPING: D 115 1946
 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 = OCTOBER  6, 2006
 LB0319 ***********************************************************************
 LB0319  DESIGNATION -  D 116
 LB0319  PID         -  LB0319
 LB0319  STATE/COUNTY-  IN/CLINTON
 LB0319  USGS QUAD   -  BURLINGTON (1984)
 LB0319
 LB0319                         *CURRENT SURVEY CONTROL
 LB0319  ___________________________________________________________________
 LB0319* NAD 83(1986)-  40 23 54.     (N)    086 23 33.     (W)     SCALED    
 LB0319* NAVD 88     -       258.730  (meters)     848.85   (feet)  ADJUSTED  
 LB0319  ___________________________________________________________________
 LB0319  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 LB0319  DYNAMIC HT  -         258.594 (meters)     848.40  (feet)  COMP
 LB0319  MODELED GRAV-     980,095.8   (mgal)                       NAVD 88
 LB0319
 LB0319  VERT ORDER  -  SECOND    CLASS 0
 LB0319
 LB0319.The horizontal coordinates were scaled from a topographic map and have
 LB0319.an estimated accuracy of +/- 6 seconds.
 LB0319
 LB0319.The orthometric height was determined by differential leveling
 LB0319.and adjusted by the National Geodetic Survey in June 1991..
 LB0319
 LB0319.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0319.See file dsdata.txt to determine how the superseded data were derived.
 LB0319
 LB0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK515721(NAD 83)
 LB0319_MARKER: DB = BENCH MARK DISK
 LB0319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0319_SP_SET: BOX CULVERT
 LB0319_STAMPING: D 116 1946
 LB0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0385 ***********************************************************************
 LB0385  DESIGNATION -  D 117
 LB0385  PID         -  LB0385
 LB0385  STATE/COUNTY-  IN/CARROLL
 LB0385  USGS QUAD   -  BURLINGTON (1984)
 LB0385
 LB0385                         *CURRENT SURVEY CONTROL
 LB0385  ___________________________________________________________________
 LB0385* NAD 83(1986)-  40 28 41.     (N)    086 24 39.     (W)     SCALED    
 LB0385* NAVD 88     -       239.090  (meters)     784.41   (feet)  ADJUSTED  
 LB0385  ___________________________________________________________________
 LB0385  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 LB0385  DYNAMIC HT  -         238.967 (meters)     784.01  (feet)  COMP
 LB0385  MODELED GRAV-     980,105.5   (mgal)                       NAVD 88
 LB0385
 LB0385  VERT ORDER  -  SECOND    CLASS 0
 LB0385
 LB0385.The horizontal coordinates were scaled from a topographic map and have
 LB0385.an estimated accuracy of +/- 6 seconds.
 LB0385
 LB0385.The orthometric height was determined by differential leveling
 LB0385.and adjusted by the National Geodetic Survey in June 1991..
 LB0385
 LB0385.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0385.See file dsdata.txt to determine how the superseded data were derived.
 LB0385
 LB0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK499809(NAD 83)
 LB0385_MARKER: DB = BENCH MARK DISK
 LB0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0385_STAMPING: D 117 1946
 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 = OCTOBER  6, 2006
 LB0029 ***********************************************************************
 LB0029  DESIGNATION -  D 118 RESET 1962
 LB0029  PID         -  LB0029
 LB0029  STATE/COUNTY-  IN/CASS
 LB0029  USGS QUAD   -  CLYMERS (1987)
 LB0029
 LB0029                         *CURRENT SURVEY CONTROL
 LB0029  ___________________________________________________________________
 LB0029* NAD 83(1986)-  40 43 21.     (N)    086 22 48.     (W)     SCALED    
 LB0029* NAVD 88     -       217.88   (meters)     714.8    (feet)  RESET     
 LB0029  ___________________________________________________________________
 LB0029  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 LB0029
 LB0029  VERT ORDER  -  THIRD
 LB0029
 LB0029.The horizontal coordinates were scaled from a topographic map and have
 LB0029.an estimated accuracy of +/- 6 seconds.
 LB0029
 LB0029.The orthometric height was computed from unverified reset data.
 LB0029
 LB0029.The geoid height was determined by GEOID03.
 LB0029
 LB0029;                    North         East    Units  Estimated Accuracy
 LB0029;SPC IN E     -   607,990.       39,730.      MT  (+/- 180 meters Scaled)
 LB0029
 LB0029                          SUPERSEDED SURVEY CONTROL
 LB0029
 LB0029.No superseded survey control is available for this station.
 LB0029
 LB0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL523081(NAD 83)
 LB0029_MARKER: DB = BENCH MARK DISK
 LB0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0029_SP_SET: PIPE CULVERT HEADWALL
 LB0029_STAMPING: D 118 RESET 1962
 LB0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0029
 LB0029  HISTORY     - Date     Condition        Report By
 LB0029  HISTORY     - 1962     MONUMENTED       INHD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0688 ***********************************************************************
 LB0688  DESIGNATION -  D 119
 LB0688  PID         -  LB0688
 LB0688  STATE/COUNTY-  IN/CLINTON
 LB0688  USGS QUAD   -  ROSSVILLE (1961)
 LB0688
 LB0688                         *CURRENT SURVEY CONTROL
 LB0688  ___________________________________________________________________
 LB0688* NAD 83(1986)-  40 25 47.     (N)    086 36 15.     (W)     SCALED    
 LB0688* NAVD 88     -       213.366  (meters)     700.02   (feet)  ADJUSTED  
 LB0688  ___________________________________________________________________
 LB0688  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 LB0688  DYNAMIC HT  -         213.258 (meters)     699.66  (feet)  COMP
 LB0688  MODELED GRAV-     980,113.1   (mgal)                       NAVD 88
 LB0688
 LB0688  VERT ORDER  -  SECOND    CLASS 0
 LB0688
 LB0688.The horizontal coordinates were scaled from a topographic map and have
 LB0688.an estimated accuracy of +/- 6 seconds.
 LB0688
 LB0688.The orthometric height was determined by differential leveling
 LB0688.and adjusted by the National Geodetic Survey in June 1991..
 LB0688
 LB0688.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0688.See file dsdata.txt to determine how the superseded data were derived.
 LB0688
 LB0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK335755(NAD 83)
 LB0688_MARKER: DB = BENCH MARK DISK
 LB0688_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0688_SP_SET: BRIDGE
 LB0688_STAMPING: D 119 1946
 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 = OCTOBER  6, 2006
 JA1094 ***********************************************************************
 JA1094  DESIGNATION -  D 12
 JA1094  PID         -  JA1094
 JA1094  STATE/COUNTY-  IN/PIKE
 JA1094  USGS QUAD   -  PETERSBURG (1980)
 JA1094
 JA1094                         *CURRENT SURVEY CONTROL
 JA1094  ___________________________________________________________________
 JA1094* NAD 83(1986)-  38 29 31.     (N)    087 16 42.     (W)     SCALED    
 JA1094* NAVD 88     -       146.970  (meters)     482.18   (feet)  ADJUSTED  
 JA1094  ___________________________________________________________________
 JA1094  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 JA1094  DYNAMIC HT  -         146.875 (meters)     481.87  (feet)  COMP
 JA1094  MODELED GRAV-     979,978.2   (mgal)                       NAVD 88
 JA1094
 JA1094  VERT ORDER  -  FIRST     CLASS II
 JA1094
 JA1094.The horizontal coordinates were scaled from a topographic map and have
 JA1094.an estimated accuracy of +/- 6 seconds.
 JA1094
 JA1094.The orthometric height was determined by differential leveling
 JA1094.and adjusted by the National Geodetic Survey in June 1991..
 JA1094
 JA1094.The geoid height was determined by GEOID03.
 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     -   360,120.      882,990.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1094.See file dsdata.txt to determine how the superseded data were derived.
 JA1094
 JA1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH757604(NAD 83)
 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             NGS
 JA1094  HISTORY     - 1985     GOOD             NGS
 JA1094
 JA1094                          STATION DESCRIPTION
 JA1094
 JA1094'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0712 ***********************************************************************
 LB0712  DESIGNATION -  D 120
 LB0712  PID         -  LB0712
 LB0712  STATE/COUNTY-  IN/CARROLL
 LB0712  USGS QUAD   -  ROSSVILLE (1961)
 LB0712
 LB0712                         *CURRENT SURVEY CONTROL
 LB0712  ___________________________________________________________________
 LB0712* NAD 83(1986)-  40 28 04.     (N)    086 32 14.     (W)     SCALED    
 LB0712* NAVD 88     -       224.853  (meters)     737.71   (feet)  ADJUSTED  
 LB0712  ___________________________________________________________________
 LB0712  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 LB0712  DYNAMIC HT  -         224.739 (meters)     737.33  (feet)  COMP
 LB0712  MODELED GRAV-     980,112.3   (mgal)                       NAVD 88
 LB0712
 LB0712  VERT ORDER  -  SECOND    CLASS 0
 LB0712
 LB0712.The horizontal coordinates were scaled from a topographic map and have
 LB0712.an estimated accuracy of +/- 6 seconds.
 LB0712
 LB0712.The orthometric height was determined by differential leveling
 LB0712.and adjusted by the National Geodetic Survey in June 1991..
 LB0712
 LB0712.The geoid height was determined by GEOID03.
 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     -   579,600.      946,310.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0712.See file dsdata.txt to determine how the superseded data were derived.
 LB0712
 LB0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK392797(NAD 83)
 LB0712_MARKER: DB = BENCH MARK DISK
 LB0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0712_STAMPING: D 120 1946
 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 = OCTOBER  6, 2006
 KA0605 ***********************************************************************
 KA0605  DESIGNATION -  D 121
 KA0605  PID         -  KA0605
 KA0605  STATE/COUNTY-  IN/PUTNAM
 KA0605  USGS QUAD   -  REELSVILLE (1986)
 KA0605
 KA0605                         *CURRENT SURVEY CONTROL
 KA0605  ___________________________________________________________________
 KA0605* NAD 83(1986)-  39 37 29.     (N)    086 52 30.     (W)     SCALED    
 KA0605* NAVD 88     -       240.286  (meters)     788.34   (feet)  ADJUSTED  
 KA0605  ___________________________________________________________________
 KA0605  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KA0605  DYNAMIC HT  -         240.151 (meters)     787.90  (feet)  COMP
 KA0605  MODELED GRAV-     980,056.7   (mgal)                       NAVD 88
 KA0605
 KA0605  VERT ORDER  -  SECOND    CLASS 0
 KA0605
 KA0605.The horizontal coordinates were scaled from a topographic map and have
 KA0605.an estimated accuracy of +/- 6 seconds.
 KA0605
 KA0605.The orthometric height was determined by differential leveling
 KA0605.and adjusted by the National Geodetic Survey in June 1991..
 KA0605
 KA0605.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0605.See file dsdata.txt to determine how the superseded data were derived.
 KA0605
 KA0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ107861(NAD 83)
 KA0605_MARKER: DB = BENCH MARK DISK
 KA0605_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0605_SP_SET: CULVERT
 KA0605_STAMPING: D 121 1946
 KA0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0603 ***********************************************************************
 KA0603  DESIGNATION -  D 122
 KA0603  PID         -  KA0603
 KA0603  STATE/COUNTY-  IN/PUTNAM
 KA0603  USGS QUAD   -  GREENCASTLE (1986)
 KA0603
 KA0603                         *CURRENT SURVEY CONTROL
 KA0603  ___________________________________________________________________
 KA0603* NAD 83(1986)-  39 37 41.     (N)    086 48 46.     (W)     SCALED    
 KA0603* NAVD 88     -       249.917  (meters)     819.94   (feet)  ADJUSTED  
 KA0603  ___________________________________________________________________
 KA0603  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KA0603  DYNAMIC HT  -         249.775 (meters)     819.47  (feet)  COMP
 KA0603  MODELED GRAV-     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 topographic map and have
 KA0603.an estimated accuracy of +/- 6 seconds.
 KA0603
 KA0603.The orthometric height was determined by differential leveling
 KA0603.and adjusted by the National Geodetic Survey in June 1991..
 KA0603
 KA0603.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0603.See file dsdata.txt to determine how the superseded data were derived.
 KA0603
 KA0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ160864(NAD 83)
 KA0603_MARKER: DB = BENCH MARK DISK
 KA0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0603_STAMPING: D 122 1946
 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 = OCTOBER  6, 2006
 LB1396 ***********************************************************************
 LB1396  DESIGNATION -  D 123
 LB1396  PID         -  LB1396
 LB1396  STATE/COUNTY-  IN/BENTON
 LB1396  USGS QUAD   -  TEMPLETON (1980)
 LB1396
 LB1396                         *CURRENT SURVEY CONTROL
 LB1396  ___________________________________________________________________
 LB1396* NAD 83(1986)-  40 36 21.     (N)    087 08 01.     (W)     SCALED    
 LB1396* NAVD 88     -       220.402  (meters)     723.10   (feet)  ADJUSTED  
 LB1396  ___________________________________________________________________
 LB1396  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 LB1396  DYNAMIC HT  -         220.294 (meters)     722.75  (feet)  COMP
 LB1396  MODELED GRAV-     980,132.8   (mgal)                       NAVD 88
 LB1396
 LB1396  VERT ORDER  -  SECOND    CLASS 0
 LB1396
 LB1396.The horizontal coordinates were scaled from a topographic map and have
 LB1396.an estimated accuracy of +/- 6 seconds.
 LB1396
 LB1396.The orthometric height was determined by differential leveling
 LB1396.and adjusted by the National Geodetic Survey in June 1991..
 LB1396
 LB1396.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1396.See file dsdata.txt to determine how the superseded data were derived.
 LB1396
 LB1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK886950(NAD 83)
 LB1396_MARKER: DB = BENCH MARK DISK
 LB1396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1396_SP_SET: CULVERT
 LB1396_STAMPING: D 123 1946
 LB1396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB2716 ***********************************************************************
 LB2716  DESIGNATION -  D 123 RESET
 LB2716  PID         -  LB2716
 LB2716  STATE/COUNTY-  IN/BENTON
 LB2716  USGS QUAD   -  TEMPLETON (1980)
 LB2716
 LB2716                         *CURRENT SURVEY CONTROL
 LB2716  ___________________________________________________________________
 LB2716* NAD 83(1986)-  40 36 21.     (N)    087 08 01.     (W)     SCALED    
 LB2716* NAVD 88     -       220.60   (meters)     723.8    (feet)  RESET     
 LB2716  ___________________________________________________________________
 LB2716  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 LB2716
 LB2716  VERT ORDER  -  THIRD
 LB2716
 LB2716.The horizontal coordinates were scaled from a topographic map and have
 LB2716.an estimated accuracy of +/- 6 seconds.
 LB2716
 LB2716.The orthometric height was computed from unverified reset data.
 LB2716
 LB2716.The geoid height was determined by GEOID03.
 LB2716
 LB2716;                    North         East    Units  Estimated Accuracy
 LB2716;SPC IN W     -   594,790.      895,750.      MT  (+/- 180 meters Scaled)
 LB2716
 LB2716                          SUPERSEDED SURVEY CONTROL
 LB2716
 LB2716  NGVD 29 (04/16/04)  220.68   (m)          724.0    (f) RESET       3  
 LB2716
 LB2716.Superseded values are not recommended for survey control.
 LB2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2716.See file dsdata.txt to determine how the superseded data were derived.
 LB2716
 LB2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK886950(NAD 83)
 LB2716_MARKER: DB = BENCH MARK DISK
 LB2716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2716_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 LB1326 ***********************************************************************
 LB1326  DESIGNATION -  D 124
 LB1326  PID         -  LB1326
 LB1326  STATE/COUNTY-  IN/BENTON
 LB1326  USGS QUAD   -  WADENA (1980)
 LB1326
 LB1326                         *CURRENT SURVEY CONTROL
 LB1326  ___________________________________________________________________
 LB1326* NAD 83(1997)-  40 38 06.38088(N)    087 15 59.25142(W)     ADJUSTED  
 LB1326* NAVD 88     -       247.086  (meters)     810.65   (feet)  ADJUSTED  
 LB1326  ___________________________________________________________________
 LB1326  X           -     231,170.694 (meters)                     COMP
 LB1326  Y           -  -4,841,724.657 (meters)                     COMP
 LB1326  Z           -   4,131,895.841 (meters)                     COMP
 LB1326  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 LB1326  ELLIP HEIGHT-         213.68  (meters)          (03/12/99) GPS OBS
 LB1326  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 LB1326  DYNAMIC HT  -         246.967 (meters)     810.26  (feet)  COMP
 LB1326  MODELED GRAV-     980,135.8   (mgal)                       NAVD 88
 LB1326
 LB1326  HORZ ORDER  -  B
 LB1326  VERT ORDER  -  SECOND    CLASS 0
 LB1326  ELLP ORDER  -  SECOND    CLASS I
 LB1326
 LB1326.The horizontal coordinates were established by GPS observations
 LB1326.and adjusted by the National Geodetic Survey in March 1999..
 LB1326
 LB1326.The orthometric height was determined by differential leveling
 LB1326.and adjusted by the National Geodetic Survey in June 1991..
 LB1326
 LB1326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB1326
 LB1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB1326
 LB1326.The ellipsoidal height was determined by GPS observations
 LB1326.and is referenced to NAD 83.
 LB1326
 LB1326.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 LB1326;SPC IN W     -   598,054.028   884,508.567   MT  0.99996962   -0 07 09.3
 LB1326;SPC IN W     - 1,962,115.59  2,901,925.19   sFT  0.99996962   -0 07 09.3
 LB1326;UTM  16      - 4,498,285.752   477,467.270   MT  0.99960625   -0 10 24.7
 LB1326
 LB1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB1326!SPC IN W     -   0.99996648  x   0.99996962  =   0.99993610
 LB1326!UTM  16      -   0.99996648  x   0.99960625  =   0.99957275
 LB1326
 LB1326                          SUPERSEDED SURVEY CONTROL
 LB1326
 LB1326  NAVD 88 (03/12/99)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1326.See file dsdata.txt to determine how the superseded data were derived.
 LB1326
 LB1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7746798286(NAD 83)
 LB1326_MARKER: DB = BENCH MARK DISK
 LB1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1326_STAMPING: D 124 1946
 LB1326_MARK LOGO: CGS   
 LB1326_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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 - July 24, 1998
 LB1326
 LB1326  HISTORY     - Date     Condition        Report By
 LB1326  HISTORY     - 1946     MONUMENTED       CGS
 LB1326  HISTORY     - 19980724 GOOD             WOOLPT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1463 ***********************************************************************
 LB1463  DESIGNATION -  D 125
 LB1463  PID         -  LB1463
 LB1463  STATE/COUNTY-  IN/WHITE
 LB1463  USGS QUAD   -  TEMPLETON NE (1980)
 LB1463
 LB1463                         *CURRENT SURVEY CONTROL
 LB1463  ___________________________________________________________________
 LB1463* NAD 83(1986)-  40 42 24.     (N)    087 00 17.     (W)     SCALED    
 LB1463* NAVD 88     -       220.550  (meters)     723.59   (feet)  ADJUSTED  
 LB1463  ___________________________________________________________________
 LB1463  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 LB1463  DYNAMIC HT  -         220.447 (meters)     723.25  (feet)  COMP
 LB1463  MODELED GRAV-     980,150.2   (mgal)                       NAVD 88
 LB1463
 LB1463  VERT ORDER  -  SECOND    CLASS 0
 LB1463
 LB1463.The horizontal coordinates were scaled from a topographic map and have
 LB1463.an estimated accuracy of +/- 6 seconds.
 LB1463
 LB1463.The orthometric height was determined by differential leveling
 LB1463.and adjusted by the National Geodetic Survey in June 1991..
 LB1463
 LB1463.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1463.See file dsdata.txt to determine how the superseded data were derived.
 LB1463
 LB1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL996061(NAD 83)
 LB1463_MARKER: DB = BENCH MARK DISK
 LB1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1463_STAMPING: D 125 1946
 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 = OCTOBER  6, 2006
 LB0045 ***********************************************************************
 LB0045  DESIGNATION -  D 127
 LB0045  PID         -  LB0045
 LB0045  STATE/COUNTY-  IN/CASS
 LB0045  USGS QUAD   -  GRASS CREEK (1977)
 LB0045
 LB0045                         *CURRENT SURVEY CONTROL
 LB0045  ___________________________________________________________________
 LB0045* NAD 83(1986)-  40 52 59.     (N)    086 24 14.     (W)     SCALED    
 LB0045* NAVD 88     -       241.840  (meters)     793.44   (feet)  ADJUSTED  
 LB0045  ___________________________________________________________________
 LB0045  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 LB0045  DYNAMIC HT  -         241.732 (meters)     793.08  (feet)  COMP
 LB0045  MODELED GRAV-     980,172.1   (mgal)                       NAVD 88
 LB0045
 LB0045  VERT ORDER  -  SECOND    CLASS 0
 LB0045
 LB0045.The horizontal coordinates were scaled from a topographic map and have
 LB0045.an estimated accuracy of +/- 6 seconds.
 LB0045
 LB0045.The orthometric height was determined by differential leveling
 LB0045.and adjusted by the National Geodetic Survey in June 1991..
 LB0045
 LB0045.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0045.See file dsdata.txt to determine how the superseded data were derived.
 LB0045
 LB0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL502259(NAD 83)
 LB0045_MARKER: DB = BENCH MARK DISK
 LB0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0045_STAMPING: D 127 1946
 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 = OCTOBER  6, 2006
 LB1134 ***********************************************************************
 LB1134  DESIGNATION -  D 128
 LB1134  PID         -  LB1134
 LB1134  STATE/COUNTY-  IN/PULASKI
 LB1134  USGS QUAD   -  BUFFALO (1979)
 LB1134
 LB1134                         *CURRENT SURVEY CONTROL
 LB1134  ___________________________________________________________________
 LB1134* NAD 83(1986)-  40 56 25.     (N)    086 43 06.     (W)     SCALED    
 LB1134* NAVD 88     -       209.464  (meters)     687.22   (feet)  ADJUSTED  
 LB1134  ___________________________________________________________________
 LB1134  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 LB1134  DYNAMIC HT  -         209.372 (meters)     686.91  (feet)  COMP
 LB1134  MODELED GRAV-     980,180.1   (mgal)                       NAVD 88
 LB1134
 LB1134  VERT ORDER  -  SECOND    CLASS 0
 LB1134
 LB1134.The horizontal coordinates were scaled from a topographic map and have
 LB1134.an estimated accuracy of +/- 6 seconds.
 LB1134
 LB1134.The orthometric height was determined by differential leveling
 LB1134.and adjusted by the National Geodetic Survey in June 1991..
 LB1134
 LB1134.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1134.See file dsdata.txt to determine how the superseded data were derived.
 LB1134
 LB1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL237321(NAD 83)
 LB1134_MARKER: DB = BENCH MARK DISK
 LB1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1134_STAMPING: D 128 1946
 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 = OCTOBER  6, 2006
 LB1045 ***********************************************************************
 LB1045  DESIGNATION -  D 129
 LB1045  PID         -  LB1045
 LB1045  STATE/COUNTY-  IN/PULASKI
 LB1045  USGS QUAD   -  STAR CITY (1962)
 LB1045
 LB1045                         *CURRENT SURVEY CONTROL
 LB1045  ___________________________________________________________________
 LB1045* NAD 83(1986)-  40 55 56.     (N)    086 32 08.     (W)     SCALED    
 LB1045* NAVD 88     -       222.295  (meters)     729.31   (feet)  ADJUSTED  
 LB1045  ___________________________________________________________________
 LB1045  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 LB1045  DYNAMIC HT  -         222.197 (meters)     728.99  (feet)  COMP
 LB1045  MODELED GRAV-     980,177.7   (mgal)                       NAVD 88
 LB1045
 LB1045  VERT ORDER  -  SECOND    CLASS 0
 LB1045
 LB1045.The horizontal coordinates were scaled from a topographic map and have
 LB1045.an estimated accuracy of +/- 6 seconds.
 LB1045
 LB1045.The orthometric height was determined by differential leveling
 LB1045.and adjusted by the National Geodetic Survey in June 1991..
 LB1045
 LB1045.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1045.See file dsdata.txt to determine how the superseded data were derived.
 LB1045
 LB1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL391313(NAD 83)
 LB1045_MARKER: DB = BENCH MARK DISK
 LB1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1045_STAMPING: D 129 1946
 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 = OCTOBER  6, 2006
 KA0379 ***********************************************************************
 KA0379  DESIGNATION -  D 13
 KA0379  PID         -  KA0379
 KA0379  STATE/COUNTY-  IN/OWEN
 KA0379  USGS QUAD   -  SPENCER (1983)
 KA0379
 KA0379                         *CURRENT SURVEY CONTROL
 KA0379  ___________________________________________________________________
 KA0379* NAD 83(1986)-  39 17 08.     (N)    086 45 43.     (W)     SCALED    
 KA0379* NAVD 88     -       172.398  (meters)     565.61   (feet)  ADJUSTED  
 KA0379  ___________________________________________________________________
 KA0379  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KA0379  DYNAMIC HT  -         172.296 (meters)     565.27  (feet)  COMP
 KA0379  MODELED GRAV-     980,031.2   (mgal)                       NAVD 88
 KA0379
 KA0379  VERT ORDER  -  FIRST     CLASS II
 KA0379
 KA0379.The horizontal coordinates were scaled from a topographic map and have
 KA0379.an estimated accuracy of +/- 6 seconds.
 KA0379
 KA0379.The orthometric height was determined by differential leveling
 KA0379.and adjusted by the National Geodetic Survey in June 1991..
 KA0379
 KA0379.The geoid height was determined by GEOID03.
 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     -   448,250.      927,730.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0379.See file dsdata.txt to determine how the superseded data were derived.
 KA0379
 KA0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ205484(NAD 83)
 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_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             NGS
 KA0379  HISTORY     - 20020708 GOOD             GEOCAC
 KA0379
 KA0379                          STATION DESCRIPTION
 KA0379
 KA0379'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0711 ***********************************************************************
 ME0711  DESIGNATION -  D 130
 ME0711  PID         -  ME0711
 ME0711  STATE/COUNTY-  IN/PULASKI
 ME0711  USGS QUAD   -  NORTH JUDSON SE (1962)
 ME0711
 ME0711                         *CURRENT SURVEY CONTROL
 ME0711  ___________________________________________________________________
 ME0711* NAD 83(1986)-  41 04 54.     (N)    086 48 52.     (W)     SCALED    
 ME0711* NAVD 88     -       211.133  (meters)     692.69   (feet)  ADJUSTED  
 ME0711  ___________________________________________________________________
 ME0711  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 ME0711  DYNAMIC HT  -         211.042 (meters)     692.39  (feet)  COMP
 ME0711  MODELED GRAV-     980,185.8   (mgal)                       NAVD 88
 ME0711
 ME0711  VERT ORDER  -  SECOND    CLASS 0
 ME0711
 ME0711.The horizontal coordinates were scaled from a topographic map and have
 ME0711.an estimated accuracy of +/- 6 seconds.
 ME0711
 ME0711.The orthometric height was determined by differential leveling
 ME0711.and adjusted by the National Geodetic Survey in June 1991..
 ME0711
 ME0711.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0711.See file dsdata.txt to determine how the superseded data were derived.
 ME0711
 ME0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL155478(NAD 83)
 ME0711_MARKER: DB = BENCH MARK DISK
 ME0711_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0711_SP_SET: CULVERT
 ME0711_STAMPING: D 130 1946
 ME0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0711
 ME0711  HISTORY     - Date     Condition        Report By
 ME0711  HISTORY     - 1946     MONUMENTED       CGS
 ME0711  HISTORY     - 1969     MARK NOT FOUND   NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 ME0468 ***********************************************************************
 ME0468  DESIGNATION -  D 131
 ME0468  PID         -  ME0468
 ME0468  STATE/COUNTY-  IN/PULASKI
 ME0468  USGS QUAD   -  KEWANNA (1977)
 ME0468
 ME0468                         *CURRENT SURVEY CONTROL
 ME0468  ___________________________________________________________________
 ME0468* NAD 83(1986)-  41 01 08.     (N)    086 28 42.     (W)     SCALED    
 ME0468* NAVD 88     -       228.798  (meters)     750.65   (feet)  ADJUSTED  
 ME0468  ___________________________________________________________________
 ME0468  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 ME0468  DYNAMIC HT  -         228.700 (meters)     750.33  (feet)  COMP
 ME0468  MODELED GRAV-     980,192.6   (mgal)                       NAVD 88
 ME0468
 ME0468  VERT ORDER  -  SECOND    CLASS 0
 ME0468
 ME0468.The horizontal coordinates were scaled from a topographic map and have
 ME0468.an estimated accuracy of +/- 6 seconds.
 ME0468
 ME0468.The orthometric height was determined by differential leveling
 ME0468.and adjusted by the National Geodetic Survey in June 1991..
 ME0468
 ME0468.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0468.See file dsdata.txt to determine how the superseded data were derived.
 ME0468
 ME0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL438409(NAD 83)
 ME0468_MARKER: DB = BENCH MARK DISK
 ME0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0468_STAMPING: D 131 1946
 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 = OCTOBER  6, 2006
 ME0663 ***********************************************************************
 ME0663  DESIGNATION -  D 132
 ME0663  PID         -  ME0663
 ME0663  STATE/COUNTY-  IN/PULASKI
 ME0663  USGS QUAD   -  DENHAM (1962)
 ME0663
 ME0663                         *CURRENT SURVEY CONTROL
 ME0663  ___________________________________________________________________
 ME0663* NAD 83(1986)-  41 09 22.     (N)    086 42 46.     (W)     SCALED    
 ME0663* NAVD 88     -       214.964  (meters)     705.26   (feet)  ADJUSTED  
 ME0663  ___________________________________________________________________
 ME0663  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 ME0663  DYNAMIC HT  -         214.872 (meters)     704.96  (feet)  COMP
 ME0663  MODELED GRAV-     980,192.4   (mgal)                       NAVD 88
 ME0663
 ME0663  VERT ORDER  -  SECOND    CLASS 0
 ME0663
 ME0663.The horizontal coordinates were scaled from a topographic map and have
 ME0663.an estimated accuracy of +/- 6 seconds.
 ME0663
 ME0663.The orthometric height was determined by differential leveling
 ME0663.and adjusted by the National Geodetic Survey in June 1991..
 ME0663
 ME0663.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0663.See file dsdata.txt to determine how the superseded data were derived.
 ME0663
 ME0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL240561(NAD 83)
 ME0663_MARKER: DB = BENCH MARK DISK
 ME0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0663_STAMPING: D 132 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1969
 ME0663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0684 ***********************************************************************
 ME0684  DESIGNATION -  D 133
 ME0684  PID         -  ME0684
 ME0684  STATE/COUNTY-  IN/STARKE
 ME0684  USGS QUAD   -  KNOX EAST (1969)
 ME0684
 ME0684                         *CURRENT SURVEY CONTROL
 ME0684  ___________________________________________________________________
 ME0684* NAD 83(1986)-  41 17 47.     (N)    086 37 14.     (W)     SCALED    
 ME0684* NAVD 88     -       216.155  (meters)     709.17   (feet)  ADJUSTED  
 ME0684  ___________________________________________________________________
 ME0684  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME0684  DYNAMIC HT  -         216.066 (meters)     708.88  (feet)  COMP
 ME0684  MODELED GRAV-     980,206.9   (mgal)                       NAVD 88
 ME0684
 ME0684  VERT ORDER  -  SECOND    CLASS 0
 ME0684
 ME0684.The horizontal coordinates were scaled from a topographic map and have
 ME0684.an estimated accuracy of +/- 6 seconds.
 ME0684
 ME0684.The orthometric height was determined by differential leveling
 ME0684.and adjusted by the National Geodetic Survey in June 1991..
 ME0684
 ME0684.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0684.See file dsdata.txt to determine how the superseded data were derived.
 ME0684
 ME0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL317717(NAD 83)
 ME0684_MARKER: DB = BENCH MARK DISK
 ME0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0684_STAMPING: D 133 1946
 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 = OCTOBER  6, 2006
 ME0470 ***********************************************************************
 ME0470  DESIGNATION -  D 134
 ME0470  PID         -  ME0470
 ME0470  STATE/COUNTY-  IN/FULTON
 ME0470  USGS QUAD   -  KEWANNA (1977)
 ME0470
 ME0470                         *CURRENT SURVEY CONTROL
 ME0470  ___________________________________________________________________
 ME0470* NAD 83(1986)-  41 06 46.     (N)    086 27 09.     (W)     SCALED    
 ME0470* NAVD 88     -       236.401  (meters)     775.59   (feet)  ADJUSTED  
 ME0470  ___________________________________________________________________
 ME0470  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME0470  DYNAMIC HT  -         236.304 (meters)     775.27  (feet)  COMP
 ME0470  MODELED GRAV-     980,208.0   (mgal)                       NAVD 88
 ME0470
 ME0470  VERT ORDER  -  SECOND    CLASS 0
 ME0470
 ME0470.The horizontal coordinates were scaled from a topographic map and have
 ME0470.an estimated accuracy of +/- 6 seconds.
 ME0470
 ME0470.The orthometric height was determined by differential leveling
 ME0470.and adjusted by the National Geodetic Survey in June 1991..
 ME0470
 ME0470.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0470.See file dsdata.txt to determine how the superseded data were derived.
 ME0470
 ME0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL459514(NAD 83)
 ME0470_MARKER: DB = BENCH MARK DISK
 ME0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0470_STAMPING: D 134 1946
 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 = OCTOBER  6, 2006
 MD1105 ***********************************************************************
 MD1105  DESIGNATION -  D 135
 MD1105  PID         -  MD1105
 MD1105  STATE/COUNTY-  IN/KOSCIUSKO
 MD1105  USGS QUAD   -  PIERCETON (1994)
 MD1105
 MD1105                         *CURRENT SURVEY CONTROL
 MD1105  ___________________________________________________________________
 MD1105* NAD 83(1986)-  41 09 39.     (N)    085 44 20.     (W)     SCALED    
 MD1105* NAVD 88     -       279.171  (meters)     915.91   (feet)  ADJUSTED  
 MD1105  ___________________________________________________________________
 MD1105  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 MD1105  DYNAMIC HT  -         279.052 (meters)     915.52  (feet)  COMP
 MD1105  MODELED GRAV-     980,187.9   (mgal)                       NAVD 88
 MD1105
 MD1105  VERT ORDER  -  SECOND    CLASS 0
 MD1105
 MD1105.The horizontal coordinates were scaled from a topographic map and have
 MD1105.an estimated accuracy of +/- 6 seconds.
 MD1105
 MD1105.The orthometric height was determined by differential leveling
 MD1105.and adjusted by the National Geodetic Survey in June 1991..
 MD1105
 MD1105.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1105.See file dsdata.txt to determine how the superseded data were derived.
 MD1105
 MD1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL058573(NAD 83)
 MD1105_MARKER: DB = BENCH MARK DISK
 MD1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1105_STAMPING: D 135 1946
 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 = OCTOBER  6, 2006
 LB1206 ***********************************************************************
 LB1206  DESIGNATION -  D 136
 LB1206  PID         -  LB1206
 LB1206  STATE/COUNTY-  IN/WHITE
 LB1206  USGS QUAD   -  ROUND GROVE (1962)
 LB1206
 LB1206                         *CURRENT SURVEY CONTROL
 LB1206  ___________________________________________________________________
 LB1206* NAD 83(1986)-  40 34 39.     (N)    087 01 47.     (W)     SCALED    
 LB1206* NAVD 88     -       224.788  (meters)     737.49   (feet)  ADJUSTED  
 LB1206  ___________________________________________________________________
 LB1206  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 LB1206  DYNAMIC HT  -         224.677 (meters)     737.13  (feet)  COMP
 LB1206  MODELED GRAV-     980,128.8   (mgal)                       NAVD 88
 LB1206
 LB1206  VERT ORDER  -  SECOND    CLASS 0
 LB1206
 LB1206.The horizontal coordinates were scaled from a topographic map and have
 LB1206.an estimated accuracy of +/- 6 seconds.
 LB1206
 LB1206.The orthometric height was determined by differential leveling
 LB1206.and adjusted by the National Geodetic Survey in June 1991..
 LB1206
 LB1206.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1206.See file dsdata.txt to determine how the superseded data were derived.
 LB1206
 LB1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK974918(NAD 83)
 LB1206_MARKER: DB = BENCH MARK DISK
 LB1206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1206_SP_SET: FENCE POST
 LB1206_STAMPING: D 136 1946
 LB1206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1206
 LB1206  HISTORY     - Date     Condition        Report By
 LB1206  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1231 ***********************************************************************
 ME1231  DESIGNATION -  D 138
 ME1231  PID         -  ME1231
 ME1231  STATE/COUNTY-  IN/LAKE
 ME1231  USGS QUAD   -  CROWN POINT (1992)
 ME1231
 ME1231                         *CURRENT SURVEY CONTROL
 ME1231  ___________________________________________________________________
 ME1231* NAD 83(1986)-  41 22 35.     (N)    087 21 47.     (W)     SCALED    
 ME1231* NAVD 88     -       232.505  (meters)     762.81   (feet)  ADJUSTED  
 ME1231  ___________________________________________________________________
 ME1231  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ME1231  DYNAMIC HT  -         232.409 (meters)     762.50  (feet)  COMP
 ME1231  MODELED GRAV-     980,207.6   (mgal)                       NAVD 88
 ME1231
 ME1231  VERT ORDER  -  SECOND    CLASS 0
 ME1231
 ME1231.The horizontal coordinates were scaled from a topographic map and have
 ME1231.an estimated accuracy of +/- 6 seconds.
 ME1231
 ME1231.The orthometric height was determined by differential leveling
 ME1231.and adjusted by the National Geodetic Survey in June 1991..
 ME1231
 ME1231.The geoid height was determined by GEOID03.
 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     -   680,400.      876,600.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1231.See file dsdata.txt to determine how the superseded data were derived.
 ME1231
 ME1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL696806(NAD 83)
 ME1231_MARKER: DB = BENCH MARK DISK
 ME1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1231_STAMPING: D 138 1946
 ME1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1231+STABILITY: SURFACE MOTION
 ME1231
 ME1231  HISTORY     - Date     Condition        Report By
 ME1231  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1278 ***********************************************************************
 ME1278  CBN         -  This is a Cooperative Base Network Control Station.
 ME1278  DESIGNATION -  D 139
 ME1278  PID         -  ME1278
 ME1278  STATE/COUNTY-  IN/LAKE
 ME1278  USGS QUAD   -  LEROY (1992)
 ME1278
 ME1278                         *CURRENT SURVEY CONTROL
 ME1278  ___________________________________________________________________
 ME1278* NAD 83(1997)-  41 17 21.80729(N)    087 17 09.55710(W)     ADJUSTED  
 ME1278* NAVD 88     -       201.574  (meters)     661.33   (feet)  ADJUSTED  
 ME1278  ___________________________________________________________________
 ME1278  X           -     227,263.204 (meters)                     COMP
 ME1278  Y           -  -4,794,187.528 (meters)                     COMP
 ME1278  Z           -   4,186,736.128 (meters)                     COMP
 ME1278  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 ME1278  ELLIP HEIGHT-         167.94  (meters)          (04/10/98) GPS OBS
 ME1278  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 ME1278  DYNAMIC HT  -         201.489 (meters)     661.05  (feet)  COMP
 ME1278  MODELED GRAV-     980,199.8   (mgal)                       NAVD 88
 ME1278
 ME1278  HORZ ORDER  -  B
 ME1278  VERT ORDER  -  SECOND    CLASS 0
 ME1278  ELLP ORDER  -  FOURTH    CLASS I
 ME1278
 ME1278.The horizontal coordinates were established by GPS observations
 ME1278.and adjusted by the National Geodetic Survey in April 1998..
 ME1278
 ME1278.The orthometric height was determined by differential leveling
 ME1278.and adjusted by the National Geodetic Survey in June 1991..
 ME1278
 ME1278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME1278
 ME1278.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME1278
 ME1278.The ellipsoidal height was determined by GPS observations
 ME1278.and is referenced to NAD 83.
 ME1278
 ME1278.The geoid height was determined by GEOID03.
 ME1278
 ME1278.The dynamic height is computed by dividing the NAVD 88
 ME1278.geopotential number by the normal gravity value computed on the
 ME1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1278.degrees latitude (g = 980.6199 gals.).
 ME1278
 ME1278.The modeled gravity was interpolated from observed gravity values.
 ME1278
 ME1278;                    North         East     Units Scale Factor Converg.
 ME1278;SPC IN W     -   670,715.736   883,024.960   MT  0.99997021   -0 08 01.4
 ME1278;SPC IN W     - 2,200,506.54  2,897,057.72   sFT  0.99997021   -0 08 01.4
 ME1278;UTM  16      - 4,570,922.444   476,053.458   MT  0.99960706   -0 11 19.4
 ME1278
 ME1278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME1278!SPC IN W     -   0.99997366  x   0.99997021  =   0.99994387
 ME1278!UTM  16      -   0.99997366  x   0.99960706  =   0.99958073
 ME1278
 ME1278                          SUPERSEDED SURVEY CONTROL
 ME1278
 ME1278  NAVD 88 (04/10/98)  201.57   (m)          661.3    (f) LEVELING    3  
 ME1278  NGVD 29 (??/??/92)  201.662  (m)          661.62   (f) ADJ UNCH    2 0
 ME1278
 ME1278.Superseded values are not recommended for survey control.
 ME1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1278.See file dsdata.txt to determine how the superseded data were derived.
 ME1278
 ME1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7605370922(NAD 83)
 ME1278_MARKER: DB = BENCH MARK DISK
 ME1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1278_STAMPING: D 139 1946
 ME1278_MARK LOGO: CGS   
 ME1278_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1278+STABILITY: SURFACE MOTION
 ME1278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1278+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1997
 ME1278
 ME1278  HISTORY     - Date     Condition        Report By
 ME1278  HISTORY     - 1946     MONUMENTED       CGS
 ME1278  HISTORY     - 1979     GOOD             LOCSUR
 ME1278  HISTORY     - 19970805 GOOD             SEC
 ME1278  HISTORY     - 20031103 GOOD             INDIV
 ME1278
 ME1278                          STATION DESCRIPTION
 ME1278
 ME1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1278'3.5 MI E FROM ORCHARD GROVE.
 ME1278'ABOUT 3.5 MILES EAST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 ME1278'STATE HIGHWAY 55 AT ORCHARD GROVE, AT THE DRIVE WAY TO THE EARL
 ME1278'HECHELS FARM, 26 FEET EAST OF THE CENTER LINE OF THE DRIVE WAY,
 ME1278'32 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 3 FEET NORTHWEST
 ME1278'OF POWER POLE NO. 362/814, 3 FEET WEST OF A FENCE CORNER POST,
 ME1278'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 ME1278'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROECTING ABOUT
 ME1278'6 INCHES.
 ME1278
 ME1278                          STATION RECOVERY (1979)
 ME1278
 ME1278'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 ME1278'RECOVERED IN GOOD CONDITION.
 ME1278
 ME1278                          STATION RECOVERY (1997)
 ME1278
 ME1278'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 ME1278'THE STATION IS LOCATED 7 MILES (11.3 KM) SOUTHWEST OF HEBRON, 0.8
 ME1278'MILES (1.3 KM) EAST OF INTERSTATE 65 AND 0.4 MILES (0.6 KM) EAST OF
 ME1278'DINWIDDIE.  TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE 65
 ME1278'AND HIGHWAY 2, GO EAST ON STATE HIGHWAY 2 FOR 0.8 MILES (1.3 KM) TO
 ME1278'THE STATION ON LEFT, IN THE RIGHT-OF-WAY OF STATE HIGHWAY 2.
 ME1278'OWNERSHIP--INDIANA DEPARTMENT OF TRANSPORTATION, 100 N. SENATE AVENUE,
 ME1278'ROOM 1101, STATE OFFICE BUILDING, INDIANAPOLIS IN 46204, HENRY
 ME1278'ALDRIDGE, PHONE 317-232-6764.  THE STATION IS SET IN A ROUND CONCRETE
 ME1278'MONUMENT.  IT IS 76.18 METERS (249.93 FT) EAST OF A PK NAIL IN POWER
 ME1278'POLE 807-445, 31.65 METERS (103.84 FT) NORTHEAST OF A PK NAIL IN
 ME1278'BILLBOARD SIGN POST WITH INDOT PLATE R03728, 19.1 METERS (62.7 FT)
 ME1278'SOUTH OF A PK NAIL IN SERVICE POLE, 9.6 METERS (31.5 FT) NORTH OF
 ME1278'STATE HIGHWAY 2, 7.9 METERS (25.9 FT) EAST OF A GRAVEL DRIVE LEADING
 ME1278'TO THE HOFFMAN RESIDENCE AND 2.18 METERS (7.15 FT) NORTHWEST OF A PK
 ME1278'NAIL IN POWER POLE 807-446.
 ME1278
 ME1278                          STATION RECOVERY (2003)
 ME1278
 ME1278'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KW)
 ME1278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1658 ***********************************************************************
 LA1658  DESIGNATION -  D 14
 LA1658  PID         -  LA1658
 LA1658  STATE/COUNTY-  IN/WABASH
 LA1658  USGS QUAD   -  LAGRO (1994)
 LA1658
 LA1658                         *CURRENT SURVEY CONTROL
 LA1658  ___________________________________________________________________
 LA1658* NAD 83(1986)-  40 50 08.     (N)    085 43 39.     (W)     SCALED    
 LA1658* NAVD 88     -       207.752  (meters)     681.60   (feet)  ADJUSTED  
 LA1658  ___________________________________________________________________
 LA1658  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 LA1658  DYNAMIC HT  -         207.654 (meters)     681.28  (feet)  COMP
 LA1658  MODELED GRAV-     980,150.3   (mgal)                       NAVD 88
 LA1658
 LA1658  VERT ORDER  -  FIRST     CLASS II
 LA1658
 LA1658.The horizontal coordinates were scaled from a topographic map and have
 LA1658.an estimated accuracy of +/- 6 seconds.
 LA1658
 LA1658.The orthometric height was determined by differential leveling
 LA1658.and adjusted by the National Geodetic Survey in June 1991..
 LA1658
 LA1658.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1658.See file dsdata.txt to determine how the superseded data were derived.
 LA1658
 LA1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL072212(NAD 83)
 LA1658_MARKER: DB = BENCH MARK DISK
 LA1658_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1658_SP_SET: BUILDING
 LA1658_STAMPING: D 14 1930
 LA1658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1658
 LA1658  HISTORY     - Date     Condition        Report By
 LA1658  HISTORY     - 1930     MONUMENTED       CGS
 LA1658  HISTORY     - 1946     GOOD             NGS
 LA1658
 LA1658                          STATION DESCRIPTION
 LA1658
 LA1658'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1156 ***********************************************************************
 ME1156  DESIGNATION -  D 141
 ME1156  PID         -  ME1156
 ME1156  STATE/COUNTY-  IN/LAKE
 ME1156  USGS QUAD   -  LOWELL (1992)
 ME1156
 ME1156                         *CURRENT SURVEY CONTROL
 ME1156  ___________________________________________________________________
 ME1156* NAD 83(1986)-  41 20 41.     (N)    087 27 35.     (W)     SCALED    
 ME1156* NAVD 88     -       227.905  (meters)     747.72   (feet)  ADJUSTED  
 ME1156  ___________________________________________________________________
 ME1156  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 ME1156  DYNAMIC HT  -         227.812 (meters)     747.41  (feet)  COMP
 ME1156  MODELED GRAV-     980,210.5   (mgal)                       NAVD 88
 ME1156
 ME1156  VERT ORDER  -  SECOND    CLASS 0
 ME1156
 ME1156.The horizontal coordinates were scaled from a topographic map and have
 ME1156.an estimated accuracy of +/- 6 seconds.
 ME1156
 ME1156.The orthometric height was determined by differential leveling
 ME1156.and adjusted by the National Geodetic Survey in June 1991..
 ME1156
 ME1156.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1156.See file dsdata.txt to determine how the superseded data were derived.
 ME1156
 ME1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL615771(NAD 83)
 ME1156_MARKER: DB = BENCH MARK DISK
 ME1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1156_STAMPING: D 141 1946
 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 = OCTOBER  6, 2006
 ME0623 ***********************************************************************
 ME0623  DESIGNATION -  D 142
 ME0623  PID         -  ME0623
 ME0623  STATE/COUNTY-  IN/LA PORTE
 ME0623  USGS QUAD   -  ENGLISH LAKE (1959)
 ME0623
 ME0623                         *CURRENT SURVEY CONTROL
 ME0623  ___________________________________________________________________
 ME0623* NAD 83(1986)-  41 19 01.     (N)    086 45 24.     (W)     SCALED    
 ME0623* NAVD 88     -       204.787  (meters)     671.87   (feet)  ADJUSTED  
 ME0623  ___________________________________________________________________
 ME0623  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0623  DYNAMIC HT  -         204.702 (meters)     671.59  (feet)  COMP
 ME0623  MODELED GRAV-     980,204.0   (mgal)                       NAVD 88
 ME0623
 ME0623  VERT ORDER  -  SECOND    CLASS 0
 ME0623
 ME0623.The horizontal coordinates were scaled from a topographic map and have
 ME0623.an estimated accuracy of +/- 6 seconds.
 ME0623
 ME0623.The orthometric height was determined by differential leveling
 ME0623.and adjusted by the National Geodetic Survey in June 1991..
 ME0623
 ME0623.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0623.See file dsdata.txt to determine how the superseded data were derived.
 ME0623
 ME0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL203739(NAD 83)
 ME0623_MARKER: DD = SURVEY DISK
 ME0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0623_STAMPING: D 142 1946
 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             NGS
 ME0623  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0623
 ME0623                          STATION DESCRIPTION
 ME0623
 ME0623'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0588 ***********************************************************************
 ME0588  DESIGNATION -  D 143
 ME0588  PID         -  ME0588
 ME0588  STATE/COUNTY-  IN/LA PORTE
 ME0588  USGS QUAD   -  LA CROSSE (1958)
 ME0588
 ME0588                         *CURRENT SURVEY CONTROL
 ME0588  ___________________________________________________________________
 ME0588* NAD 83(1986)-  41 20 48.     (N)    086 53 29.     (W)     SCALED    
 ME0588* NAVD 88     -       207.974  (meters)     682.33   (feet)  ADJUSTED  
 ME0588  ___________________________________________________________________
 ME0588  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0588  DYNAMIC HT  -         207.887 (meters)     682.04  (feet)  COMP
 ME0588  MODELED GRAV-     980,202.6   (mgal)                       NAVD 88
 ME0588
 ME0588  VERT ORDER  -  SECOND    CLASS 0
 ME0588
 ME0588.The horizontal coordinates were scaled from a topographic map and have
 ME0588.an estimated accuracy of +/- 6 seconds.
 ME0588
 ME0588.The orthometric height was determined by differential leveling
 ME0588.and adjusted by the National Geodetic Survey in June 1991..
 ME0588
 ME0588.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0588.See file dsdata.txt to determine how the superseded data were derived.
 ME0588
 ME0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL090772(NAD 83)
 ME0588_MARKER: DB = BENCH MARK DISK
 ME0588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0588_SP_SET: CULVERT
 ME0588_STAMPING: D 143 1946
 ME0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0588
 ME0588  HISTORY     - Date     Condition        Report By
 ME0588  HISTORY     - 1946     MONUMENTED       CGS
 ME0588  HISTORY     - 1988     POOR             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1212 ***********************************************************************
 MD1212  DESIGNATION -  D 145
 MD1212  PID         -  MD1212
 MD1212  STATE/COUNTY-  IN/KOSCIUSKO
 MD1212  USGS QUAD   -  BURKET (1994)
 MD1212
 MD1212                         *CURRENT SURVEY CONTROL
 MD1212  ___________________________________________________________________
 MD1212* NAD 83(1986)-  41 14 53.     (N)    085 58 07.     (W)     SCALED    
 MD1212* NAVD 88     -       245.324  (meters)     804.87   (feet)  ADJUSTED  
 MD1212  ___________________________________________________________________
 MD1212  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MD1212  DYNAMIC HT  -         245.221 (meters)     804.53  (feet)  COMP
 MD1212  MODELED GRAV-     980,198.5   (mgal)                       NAVD 88
 MD1212
 MD1212  VERT ORDER  -  SECOND    CLASS 0
 MD1212
 MD1212.The horizontal coordinates were scaled from a topographic map and have
 MD1212.an estimated accuracy of +/- 6 seconds.
 MD1212
 MD1212.The orthometric height was determined by differential leveling
 MD1212.and adjusted by the National Geodetic Survey in June 1991..
 MD1212
 MD1212.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1212.See file dsdata.txt to determine how the superseded data were derived.
 MD1212
 MD1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL864668(NAD 83)
 MD1212_MARKER: DB = BENCH MARK DISK
 MD1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1212_STAMPING: D 145 1946
 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 = OCTOBER  6, 2006
 LB0950 ***********************************************************************
 LB0950  DESIGNATION -  D 146
 LB0950  PID         -  LB0950
 LB0950  STATE/COUNTY-  IN/CARROLL
 LB0950  USGS QUAD   -  BURROWS (1987)
 LB0950
 LB0950                         *CURRENT SURVEY CONTROL
 LB0950  ___________________________________________________________________
 LB0950* NAD 83(1986)-  40 40 47.     (N)    086 34 38.     (W)     SCALED    
 LB0950* NAVD 88     -       172.492  (meters)     565.92   (feet)  ADJUSTED  
 LB0950  ___________________________________________________________________
 LB0950  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 LB0950  DYNAMIC HT  -         172.410 (meters)     565.65  (feet)  COMP
 LB0950  MODELED GRAV-     980,150.2   (mgal)                       NAVD 88
 LB0950
 LB0950  VERT ORDER  -  SECOND    CLASS 0
 LB0950
 LB0950.The horizontal coordinates were scaled from a topographic map and have
 LB0950.an estimated accuracy of +/- 6 seconds.
 LB0950
 LB0950.The orthometric height was determined by differential leveling
 LB0950.and adjusted by the National Geodetic Survey in June 1991..
 LB0950
 LB0950.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0950.See file dsdata.txt to determine how the superseded data were derived.
 LB0950
 LB0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL357032(NAD 83)
 LB0950_MARKER: DB = BENCH MARK DISK
 LB0950_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0950_SP_SET: PIPE CULVERT HEADWALL
 LB0950_STAMPING: D 146 1946
 LB0950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0980 ***********************************************************************
 LB0980  DESIGNATION -  D 147
 LB0980  PID         -  LB0980
 LB0980  STATE/COUNTY-  IN/WHITE
 LB0980  USGS QUAD   -  BROOKSTON (1986)
 LB0980
 LB0980                         *CURRENT SURVEY CONTROL
 LB0980  ___________________________________________________________________
 LB0980* NAD 83(1986)-  40 36 08.     (N)    086 49 34.     (W)     SCALED    
 LB0980* NAVD 88     -       204.163  (meters)     669.82   (feet)  ADJUSTED  
 LB0980  ___________________________________________________________________
 LB0980  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 LB0980  DYNAMIC HT  -         204.065 (meters)     669.50  (feet)  COMP
 LB0980  MODELED GRAV-     980,142.6   (mgal)                       NAVD 88
 LB0980
 LB0980  VERT ORDER  -  SECOND    CLASS 0
 LB0980
 LB0980.The horizontal coordinates were scaled from a topographic map and have
 LB0980.an estimated accuracy of +/- 6 seconds.
 LB0980
 LB0980.The orthometric height was determined by differential leveling
 LB0980.and adjusted by the National Geodetic Survey in June 1991..
 LB0980
 LB0980.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0980.See file dsdata.txt to determine how the superseded data were derived.
 LB0980
 LB0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK147946(NAD 83)
 LB0980_MARKER: DB = BENCH MARK DISK
 LB0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0980_STAMPING: D 147 1946
 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 = OCTOBER  6, 2006
 LB0023 ***********************************************************************
 LB0023  DESIGNATION -  D 148
 LB0023  PID         -  LB0023
 LB0023  STATE/COUNTY-  IN/CASS
 LB0023  USGS QUAD   -  CLYMERS (1987)
 LB0023
 LB0023                         *CURRENT SURVEY CONTROL
 LB0023  ___________________________________________________________________
 LB0023* NAD 83(1986)-  40 42 23.     (N)    086 25 46.     (W)     SCALED    
 LB0023* NAVD 88     -       223.075  (meters)     731.87   (feet)  ADJUSTED  
 LB0023  ___________________________________________________________________
 LB0023  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 LB0023  DYNAMIC HT  -         222.968 (meters)     731.52  (feet)  COMP
 LB0023  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 LB0023
 LB0023  VERT ORDER  -  SECOND    CLASS 0
 LB0023
 LB0023.The horizontal coordinates were scaled from a topographic map and have
 LB0023.an estimated accuracy of +/- 6 seconds.
 LB0023
 LB0023.The orthometric height was determined by differential leveling
 LB0023.and adjusted by the National Geodetic Survey in June 1991..
 LB0023
 LB0023.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0023.See file dsdata.txt to determine how the superseded data were derived.
 LB0023
 LB0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL481063(NAD 83)
 LB0023_MARKER: DB = BENCH MARK DISK
 LB0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0023_STAMPING: D 148 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0761 ***********************************************************************
 ME0761  DESIGNATION -  D 149
 ME0761  PID         -  ME0761
 ME0761  STATE/COUNTY-  IN/LA PORTE
 ME0761  USGS QUAD   -  WESTVILLE (1977)
 ME0761
 ME0761                         *CURRENT SURVEY CONTROL
 ME0761  ___________________________________________________________________
 ME0761* NAD 83(1986)-  41 32 51.     (N)    086 53 50.     (W)     SCALED    
 ME0761* NAVD 88     -       245.569  (meters)     805.67   (feet)  ADJUSTED  
 ME0761  ___________________________________________________________________
 ME0761  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME0761  DYNAMIC HT  -         245.474 (meters)     805.36  (feet)  COMP
 ME0761  MODELED GRAV-     980,227.2   (mgal)                       NAVD 88
 ME0761
 ME0761  VERT ORDER  -  SECOND    CLASS 0
 ME0761
 ME0761.The horizontal coordinates were scaled from a topographic map and have
 ME0761.an estimated accuracy of +/- 6 seconds.
 ME0761
 ME0761.The orthometric height was determined by differential leveling
 ME0761.and adjusted by the National Geodetic Survey in June 1991..
 ME0761
 ME0761.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0761.See file dsdata.txt to determine how the superseded data were derived.
 ME0761
 ME0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL085995(NAD 83)
 ME0761_MARKER: DB = BENCH MARK DISK
 ME0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0761_STAMPING: D 149 1946
 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 = OCTOBER  6, 2006
 MD0642 ***********************************************************************
 MD0642  DESIGNATION -  D 15
 MD0642  PID         -  MD0642
 MD0642  STATE/COUNTY-  IN/ALLEN
 MD0642  USGS QUAD   -  FORT WAYNE WEST (1981)
 MD0642
 MD0642                         *CURRENT SURVEY CONTROL
 MD0642  ___________________________________________________________________
 MD0642* NAD 83(1986)-  41 04 51.     (N)    085 09 39.     (W)     SCALED    
 MD0642* NAVD 88     -       233.488  (meters)     766.04   (feet)  ADJUSTED  
 MD0642  ___________________________________________________________________
 MD0642  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MD0642  DYNAMIC HT  -         233.397 (meters)     765.74  (feet)  COMP
 MD0642  MODELED GRAV-     980,226.9   (mgal)                       NAVD 88
 MD0642
 MD0642  VERT ORDER  -  FIRST     CLASS I
 MD0642
 MD0642.The horizontal coordinates were scaled from a topographic map and have
 MD0642.an estimated accuracy of +/- 6 seconds.
 MD0642
 MD0642.The orthometric height was determined by differential leveling
 MD0642.and adjusted by the National Geodetic Survey in June 1991..
 MD0642
 MD0642.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0642.See file dsdata.txt to determine how the superseded data were derived.
 MD0642
 MD0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL544493(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0642
 MD0642  HISTORY     - Date     Condition        Report By
 MD0642  HISTORY     - 1930     MONUMENTED       CGS
 MD0642  HISTORY     - 1968     GOOD             NGS
 MD0642  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0642
 MD0642                          STATION DESCRIPTION
 MD0642
 MD0642'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0575 ***********************************************************************
 ME0575  DESIGNATION -  D 150
 ME0575  PID         -  ME0575
 ME0575  STATE/COUNTY-  IN/PORTER
 ME0575  USGS QUAD   -  WANATAH (1972)
 ME0575
 ME0575                         *CURRENT SURVEY CONTROL
 ME0575  ___________________________________________________________________
 ME0575* NAD 83(1986)-  41 26 20.     (N)    086 57 44.     (W)     SCALED    
 ME0575* NAVD 88     -       222.059  (meters)     728.54   (feet)  ADJUSTED  
 ME0575  ___________________________________________________________________
 ME0575  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 ME0575  DYNAMIC HT  -         221.969 (meters)     728.24  (feet)  COMP
 ME0575  MODELED GRAV-     980,213.5   (mgal)                       NAVD 88
 ME0575
 ME0575  VERT ORDER  -  FIRST     CLASS I
 ME0575
 ME0575.The horizontal coordinates were scaled from a topographic map and have
 ME0575.an estimated accuracy of +/- 6 seconds.
 ME0575
 ME0575.The orthometric height was determined by differential leveling
 ME0575.and adjusted by the National Geodetic Survey in June 1991..
 ME0575
 ME0575.The geoid height was determined by GEOID03.
 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     -   687,310.      910,120.      MT  (+/- 180 meters Scaled)
 ME0575
 ME0575                          SUPERSEDED SURVEY CONTROL
 ME0575
 ME0575  NGVD 29 (01/19/93)  222.155  (m)          728.85   (f) ADJUSTED    1 1
 ME0575
 ME0575.Superseded values are not recommended for survey control.
 ME0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0575.See file dsdata.txt to determine how the superseded data were derived.
 ME0575
 ME0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL031874(NAD 83)
 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 - September 06, 1992
 ME0575
 ME0575  HISTORY     - Date     Condition        Report By
 ME0575  HISTORY     - 1946     MONUMENTED       CGS
 ME0575  HISTORY     - 1968     GOOD             NGS
 ME0575  HISTORY     - 1978     GOOD             LOCSUR
 ME0575  HISTORY     - 19920906 GOOD             NGS
 ME0575
 ME0575                          STATION DESCRIPTION
 ME0575
 ME0575'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1087 ***********************************************************************
 ME1087  DESIGNATION -  D 151
 ME1087  PID         -  ME1087
 ME1087  STATE/COUNTY-  IN/PORTER
 ME1087  USGS QUAD   -  CHESTERTON (1991)
 ME1087
 ME1087                         *CURRENT SURVEY CONTROL
 ME1087  ___________________________________________________________________
 ME1087* NAD 83(1986)-  41 36 40.     (N)    087 03 08.     (W)     SCALED    
 ME1087* NAVD 88     -       196.184  (meters)     643.65   (feet)  ADJUSTED  
 ME1087  ___________________________________________________________________
 ME1087  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME1087  DYNAMIC HT  -         196.112 (meters)     643.41  (feet)  COMP
 ME1087  MODELED GRAV-     980,249.5   (mgal)                       NAVD 88
 ME1087
 ME1087  VERT ORDER  -  SECOND    CLASS 0
 ME1087
 ME1087.The horizontal coordinates were scaled from a topographic map and have
 ME1087.an estimated accuracy of +/- 6 seconds.
 ME1087
 ME1087.The orthometric height was determined by differential leveling
 ME1087.and adjusted by the National Geodetic Survey in June 1991..
 ME1087
 ME1087.The geoid height was determined by GEOID03.
 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     -   706,430.      902,590.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1087.See file dsdata.txt to determine how the superseded data were derived.
 ME1087
 ME1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM956066(NAD 83)
 ME1087_MARKER: DB = BENCH MARK DISK
 ME1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1087_STAMPING: D 151 1946
 ME1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1087+STABILITY: SURFACE MOTION
 ME1087
 ME1087  HISTORY     - Date     Condition        Report By
 ME1087  HISTORY     - 1946     MONUMENTED       CGS
 ME1087  HISTORY     - 1960     GOOD             USE
 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 ENGINEERS 1960
 ME1087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0895 ***********************************************************************
 ME0895  DESIGNATION -  D 152
 ME0895  PID         -  ME0895
 ME0895  STATE/COUNTY-  IN/PORTER
 ME0895  USGS QUAD   -  WESTVILLE (1977)
 ME0895
 ME0895                         *CURRENT SURVEY CONTROL
 ME0895  ___________________________________________________________________
 ME0895* NAD 83(1986)-  41 32 47.     (N)    086 55 52.     (W)     SCALED    
 ME0895* NAVD 88     -       241.709  (meters)     793.01   (feet)  ADJUSTED  
 ME0895  ___________________________________________________________________
 ME0895  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 ME0895  DYNAMIC HT  -         241.615 (meters)     792.70  (feet)  COMP
 ME0895  MODELED GRAV-     980,228.5   (mgal)                       NAVD 88
 ME0895
 ME0895  VERT ORDER  -  SECOND    CLASS 0
 ME0895
 ME0895.The horizontal coordinates were scaled from a topographic map and have
 ME0895.an estimated accuracy of +/- 6 seconds.
 ME0895
 ME0895.The orthometric height was determined by differential leveling
 ME0895.and adjusted by the National Geodetic Survey in June 1991..
 ME0895
 ME0895.The geoid height was determined by GEOID03.
 ME0895
 ME0895.The dynamic height is computed by dividing the NAVD 88
 ME0895.geopotential number by the normal gravity value computed on the
 ME0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0895.degrees latitude (g = 980.6199 gals.).
 ME0895
 ME0895.The modeled gravity was interpolated from observed gravity values.
 ME0895
 ME0895;                    North         East    Units  Estimated Accuracy
 ME0895;SPC IN W     -   699,250.      912,700.      MT  (+/- 180 meters Scaled)
 ME0895
 ME0895                          SUPERSEDED SURVEY CONTROL
 ME0895
 ME0895  NGVD 29 (??/??/92)  241.801  (m)          793.31   (f) ADJ UNCH    2 0
 ME0895
 ME0895.Superseded values are not recommended for survey control.
 ME0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0895.See file dsdata.txt to determine how the superseded data were derived.
 ME0895
 ME0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL057994(NAD 83)
 ME0895_MARKER: DB = BENCH MARK DISK
 ME0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0895_STAMPING: D 152 1946
 ME0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0895+STABILITY: SURFACE MOTION
 ME0895
 ME0895  HISTORY     - Date     Condition        Report By
 ME0895  HISTORY     - 1946     MONUMENTED       CGS
 ME0895  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 ME0895  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME0895
 ME0895                          STATION DESCRIPTION
 ME0895
 ME0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0895'1.8 MI W FROM WESTVILLE.
 ME0895'IN PORTER COUNTY, ABOUT 1.8 MILES WEST ALONG U.S. HIGHWAY 6
 ME0895'FROM THE INTERSECTION OF STATE HIGHWAY 43 AT WESTVILLE, LA PORTE
 ME0895'COUNTY, ABOUT 1.05 MILES WEST OF THE INTERSECTION OF STATE HIGHWAY
 ME0895'2, AT THE JUNCTION OF A PAVED ROAD (PORTER-LA PORTE COUNTY-LINE
 ME0895'ROAD) LEADING NORTH TO CLEAR LAKE, NEAR THE SOUTHEAST CORNER OF
 ME0895'THE TRIANGULAR PLOT FORMED BY THE JUNCTION, 59 FEET EAST OF POWER
 ME0895'POLE 413/532, 43 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 41
 ME0895'FEET WEST OF THE CENTER LINE OF THE ROAD, 2.5 FEET EAST OF A
 ME0895'WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE
 ME0895'HIGHWAY.  A BRONZE DISK, STAMPED D 152 1946 AND SET IN THE TOP
 ME0895'OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 ME0895
 ME0895                          STATION RECOVERY (1978)
 ME0895
 ME0895'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME0895'MARK NOT FOUND.
 ME0895
 ME0895                          STATION RECOVERY (1988)
 ME0895
 ME0895'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0782 ***********************************************************************
 ME0782  DESIGNATION -  D 153
 ME0782  PID         -  ME0782
 ME0782  STATE/COUNTY-  IN/LA PORTE
 ME0782  USGS QUAD   -  LA PORTE EAST (1991)
 ME0782
 ME0782                         *CURRENT SURVEY CONTROL
 ME0782  ___________________________________________________________________
 ME0782* NAD 83(1986)-  41 34 34.     (N)    086 43 47.     (W)     SCALED    
 ME0782* NAVD 88     -       245.285  (meters)     804.74   (feet)  ADJUSTED  
 ME0782  ___________________________________________________________________
 ME0782  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0782  DYNAMIC HT  -         245.188 (meters)     804.42  (feet)  COMP
 ME0782  MODELED GRAV-     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 topographic map and have
 ME0782.an estimated accuracy of +/- 6 seconds.
 ME0782
 ME0782.The orthometric height was determined by differential leveling
 ME0782.and adjusted by the National Geodetic Survey in June 1991..
 ME0782
 ME0782.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0782.See file dsdata.txt to determine how the superseded data were derived.
 ME0782
 ME0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM225027(NAD 83)
 ME0782_MARKER: DB = BENCH MARK DISK
 ME0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0782_SP_SET: CONCRETE POST
 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
 ME0782  HISTORY     - Date     Condition        Report By
 ME0782  HISTORY     - 1946     MONUMENTED       CGS
 ME0782  HISTORY     - 1977     GOOD             LOCSUR
 ME0782  HISTORY     - 19860730 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0509 ***********************************************************************
 ME0509  DESIGNATION -  D 154
 ME0509  PID         -  ME0509
 ME0509  STATE/COUNTY-  IN/LA PORTE
 ME0509  USGS QUAD   -  KINGSFORD HEIGHTS (1977)
 ME0509
 ME0509                         *CURRENT SURVEY CONTROL
 ME0509  ___________________________________________________________________
 ME0509* NAD 83(1986)-  41 29 12.     (N)    086 38 23.     (W)     SCALED    
 ME0509* NAVD 88     -       217.692  (meters)     714.21   (feet)  ADJUSTED  
 ME0509  ___________________________________________________________________
 ME0509  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0509  DYNAMIC HT  -         217.606 (meters)     713.93  (feet)  COMP
 ME0509  MODELED GRAV-     980,224.2   (mgal)                       NAVD 88
 ME0509
 ME0509  VERT ORDER  -  SECOND    CLASS 0
 ME0509
 ME0509.The horizontal coordinates were scaled from a topographic map and have
 ME0509.an estimated accuracy of +/- 6 seconds.
 ME0509
 ME0509.The orthometric height was determined by differential leveling
 ME0509.and adjusted by the National Geodetic Survey in June 1991..
 ME0509
 ME0509.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0509.See file dsdata.txt to determine how the superseded data were derived.
 ME0509
 ME0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL300928(NAD 83)
 ME0509_MARKER: DB = BENCH MARK DISK
 ME0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0509_STAMPING: D 154 1946
 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 = OCTOBER  6, 2006
 ME0814 ***********************************************************************
 ME0814  DESIGNATION -  D 155
 ME0814  PID         -  ME0814
 ME0814  STATE/COUNTY-  IN/LA PORTE
 ME0814  USGS QUAD   -  LA PORTE EAST (1991)
 ME0814
 ME0814                         *CURRENT SURVEY CONTROL
 ME0814  ___________________________________________________________________
 ME0814* NAD 83(1986)-  41 36 29.     (N)    086 43 03.     (W)     SCALED    
 ME0814* NAVD 88     -       245.755  (meters)     806.28   (feet)  ADJUSTED  
 ME0814  ___________________________________________________________________
 ME0814  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0814  DYNAMIC HT  -         245.659 (meters)     805.97  (feet)  COMP
 ME0814  MODELED GRAV-     980,226.7   (mgal)                       NAVD 88
 ME0814
 ME0814  VERT ORDER  -  SECOND    CLASS 0
 ME0814
 ME0814.The horizontal coordinates were scaled from a topographic map and have
 ME0814.an estimated accuracy of +/- 6 seconds.
 ME0814
 ME0814.The orthometric height was determined by differential leveling
 ME0814.and adjusted by the National Geodetic Survey in June 1991..
 ME0814
 ME0814.The geoid height was determined by GEOID03.
 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     -   706,150.      930,490.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0814.See file dsdata.txt to determine how the superseded data were derived.
 ME0814
 ME0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM235062(NAD 83)
 ME0814_MARKER: DB = BENCH MARK DISK
 ME0814_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0814_SP_SET: BUILDING
 ME0814_STAMPING: D 155 1946
 ME0814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0814
 ME0814  HISTORY     - Date     Condition        Report By
 ME0814  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1387 ***********************************************************************
 ME1387  DESIGNATION -  D 156
 ME1387  PID         -  ME1387
 ME1387  STATE/COUNTY-  IN/JASPER
 ME1387  USGS QUAD   -  WHEATFIELD (1992)
 ME1387
 ME1387                         *CURRENT SURVEY CONTROL
 ME1387  ___________________________________________________________________
 ME1387* NAD 83(1986)-  41 11 14.     (N)    087 02 42.     (W)     SCALED    
 ME1387* NAVD 88     -       203.477  (meters)     667.57   (feet)  ADJUSTED  
 ME1387  ___________________________________________________________________
 ME1387  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 ME1387  DYNAMIC HT  -         203.391 (meters)     667.29  (feet)  COMP
 ME1387  MODELED GRAV-     980,193.6   (mgal)                       NAVD 88
 ME1387
 ME1387  VERT ORDER  -  SECOND    CLASS 0
 ME1387
 ME1387.The horizontal coordinates were scaled from a topographic map and have
 ME1387.an estimated accuracy of +/- 6 seconds.
 ME1387
 ME1387.The orthometric height was determined by differential leveling
 ME1387.and adjusted by the National Geodetic Survey in June 1991..
 ME1387
 ME1387.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1387.See file dsdata.txt to determine how the superseded data were derived.
 ME1387
 ME1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL962595(NAD 83)
 ME1387_MARKER: DB = BENCH MARK DISK
 ME1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1387_STAMPING: D 156 1946
 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             NGS
 ME1387  HISTORY     - 19891108 MARK NOT FOUND   USPSQD
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1385 ***********************************************************************
 ME1385  DESIGNATION -  D 157
 ME1385  PID         -  ME1385
 ME1385  STATE/COUNTY-  IN/JASPER
 ME1385  USGS QUAD   -  PARR (1980)
 ME1385
 ME1385                         *CURRENT SURVEY CONTROL
 ME1385  ___________________________________________________________________
 ME1385* NAD 83(1986)-  41 03 21.     (N)    087 10 49.     (W)     SCALED    
 ME1385* NAVD 88     -       208.773  (meters)     684.95   (feet)  ADJUSTED  
 ME1385  ___________________________________________________________________
 ME1385  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME1385  DYNAMIC HT  -         208.684 (meters)     684.66  (feet)  COMP
 ME1385  MODELED GRAV-     980,189.9   (mgal)                       NAVD 88
 ME1385
 ME1385  VERT ORDER  -  SECOND    CLASS 0
 ME1385
 ME1385.The horizontal coordinates were scaled from a topographic map and have
 ME1385.an estimated accuracy of +/- 6 seconds.
 ME1385
 ME1385.The orthometric height was determined by differential leveling
 ME1385.and adjusted by the National Geodetic Survey in June 1991..
 ME1385
 ME1385.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1385.See file dsdata.txt to determine how the superseded data were derived.
 ME1385
 ME1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL848449(NAD 83)
 ME1385_MARKER: DB = BENCH MARK DISK
 ME1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1385_STAMPING: D 157 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1968
 ME1385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1128 ***********************************************************************
 MD1128  DESIGNATION -  D 158
 MD1128  PID         -  MD1128
 MD1128  STATE/COUNTY-  IN/KOSCIUSKO
 MD1128  USGS QUAD   -  NORTH WEBSTER (1994)
 MD1128
 MD1128                         *CURRENT SURVEY CONTROL
 MD1128  ___________________________________________________________________
 MD1128* NAD 83(1997)-  41 18 32.10334(N)    085 41 26.89696(W)     ADJUSTED  
 MD1128* NAVD 88     -       266.850  (meters)     875.49   (feet)  ADJUSTED  
 MD1128  ___________________________________________________________________
 MD1128  X           -     360,529.985 (meters)                     COMP
 MD1128  Y           -  -4,784,624.983 (meters)                     COMP
 MD1128  Z           -   4,188,408.701 (meters)                     COMP
 MD1128  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 MD1128  ELLIP HEIGHT-         233.53  (meters)          (05/25/99) GPS OBS
 MD1128  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MD1128  DYNAMIC HT  -         266.738 (meters)     875.12  (feet)  COMP
 MD1128  MODELED GRAV-     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
 MD1128.and adjusted by the National Geodetic Survey in June 1991..
 MD1128
 MD1128.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1128
 MD1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1128
 MD1128.The ellipsoidal height was determined by GPS observations
 MD1128.and is referenced to NAD 83.
 MD1128
 MD1128.The geoid height was determined by GEOID03.
 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;                    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                          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
 MD1128.Superseded values are not recommended for survey control.
 MD1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1128.See file dsdata.txt to determine how the superseded data were derived.
 MD1128
 MD1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0959173877(NAD 83)
 MD1128_MARKER: DB = BENCH MARK DISK
 MD1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1128_SP_SET: CONCRETE POST
 MD1128_STAMPING: D 158 1946
 MD1128_MARK LOGO: CGS   
 MD1128_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 MD1128'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 13, 24 FEET NORTHEAST OF
 MD1128'THE CENTERLINE OF A PAVED ROAD AND 1
 MD1128'FOOT WEST OF A FENCELINE.  THE MARK IS A 4 BY 4 CONCRETE
 MD1128'POST FLUSH WITH THE GROUND AND HAS A STANDARD USC
 MD1128'AND GS BRONZE DISK STAMPED D 158 1946.
 MD1128'
 MD1128'A TRAVERSE CONNECTION WAS MADE TO THE TRIANGULATION STATION WEBSTER
 MD1128'AND THE DISTANCE WAS FOUND TO BE
 MD1128'17.261 METERS.
 MD1128'
 MD1128'TO REACH THE STATION FROM THE NORTH SIDE OF THE COURT HOUSE IN
 MD1128'COLUMBIA CITY GO WEST ON
 MD1128'U.S. HIGHWAY 30 FOR 10.7 MILES TO JUNCTION OF STATE HIGHWAY 13 AND
 MD1128'U.S. HIGHWAY 30, TURN RIGHT ON STATE
 MD1128'HIGHWAY 13 AND GO 8.3 MILES TO A JUNCTION OF STATE HIGHWAY 13 AND A
 MD1128'PAVED ROAD AND STATION IN THE
 MD1128'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'TO REACH THE STATION FROM THE NORTH WEBSTER FIRE DEPARTMENT AND
 MD1128'POLICE STATION IN NORTH WEBSTER, GO SOUTH ON STATE HIGHWAY 13 FOR
 MD1128'2.17 KM (1.35 MI) TO THE JUNCTION OF COUNTY ROAD 500N AND THE STATION
 MD1128'SET IN THE NORTHEAST QUADRANT OF THIS INTERSECTION.
 MD1128'THE STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---D 158
 MD1128'1946---, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT.  LOCATED 20.27
 MD1128'M (66.5 FT) EAST FROM CENTER OF STATE HIGHWAY 13, 7.32 M (24.0 FT)
 MD1128'NORTH FROM CENTER OF COUNTY ROAD 500N AND 0.31 M (1.0 FT) SOUTHWEST
 MD1128'FROM A METAL WITNESS POST.
 MD1128'GPS SURVEY, FAA AIRPORTS, INDIANA.
 MD1128'DESCRIBED BY 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 = OCTOBER  6, 2006
 MD1074 ***********************************************************************
 MD1074  DESIGNATION -  D 159
 MD1074  PID         -  MD1074
 MD1074  STATE/COUNTY-  IN/NOBLE
 MD1074  USGS QUAD   -  LIGONIER (1979)
 MD1074
 MD1074                         *CURRENT SURVEY CONTROL
 MD1074  ___________________________________________________________________
 MD1074* NAD 83(1986)-  41 27 50.     (N)    085 34 03.     (W)     SCALED    
 MD1074* NAVD 88     -       272.392  (meters)     893.67   (feet)  ADJUSTED  
 MD1074  ___________________________________________________________________
 MD1074  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 MD1074  DYNAMIC HT  -         272.279 (meters)     893.30  (feet)  COMP
 MD1074  MODELED GRAV-     980,202.5   (mgal)                       NAVD 88
 MD1074
 MD1074  VERT ORDER  -  SECOND    CLASS 0
 MD1074
 MD1074.The horizontal coordinates were scaled from a topographic map and have
 MD1074.an estimated accuracy of +/- 6 seconds.
 MD1074
 MD1074.The orthometric height was determined by differential leveling
 MD1074.and adjusted by the National Geodetic Survey in June 1991..
 MD1074
 MD1074.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1074.See file dsdata.txt to determine how the superseded data were derived.
 MD1074
 MD1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL196912(NAD 83)
 MD1074_MARKER: DB = BENCH MARK DISK
 MD1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 12, 2006
 MD1074
 MD1074  HISTORY     - Date     Condition        Report By
 MD1074  HISTORY     - UNK      MONUMENTED       CGS
 MD1074  HISTORY     - 1961     GOOD             NGS
 MD1074  HISTORY     - 20060712 GOOD             INDIV
 MD1074
 MD1074                          STATION DESCRIPTION
 MD1074
 MD1074'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1223 ***********************************************************************
 LB1223  DESIGNATION -  D 16
 LB1223  PID         -  LB1223
 LB1223  STATE/COUNTY-  IN/BENTON
 LB1223  USGS QUAD   -  BOSWELL (1980)
 LB1223
 LB1223                         *CURRENT SURVEY CONTROL
 LB1223  ___________________________________________________________________
 LB1223* NAD 83(1986)-  40 30 04.     (N)    087 28 16.     (W)     SCALED    
 LB1223* NAVD 88     -       226.850  (meters)     744.26   (feet)  ADJUSTED  
 LB1223  ___________________________________________________________________
 LB1223  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LB1223  DYNAMIC HT  -         226.739 (meters)     743.89  (feet)  COMP
 LB1223  MODELED GRAV-     980,130.5   (mgal)                       NAVD 88
 LB1223
 LB1223  VERT ORDER  -  FIRST     CLASS II
 LB1223
 LB1223.The horizontal coordinates were scaled from a topographic map and have
 LB1223.an estimated accuracy of +/- 6 seconds.
 LB1223
 LB1223.The orthometric height was determined by differential leveling
 LB1223.and adjusted by the National Geodetic Survey in June 1991..
 LB1223
 LB1223.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1223.See file dsdata.txt to determine how the superseded data were derived.
 LB1223
 LB1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK600834(NAD 83)
 LB1223_MARKER: DB = BENCH MARK DISK
 LB1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1223_STAMPING: D 16 1934
 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             NGS
 LB1223
 LB1223                          STATION DESCRIPTION
 LB1223
 LB1223'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1066 ***********************************************************************
 MD1066  DESIGNATION -  D 160
 MD1066  PID         -  MD1066
 MD1066  STATE/COUNTY-  IN/ELKHART
 MD1066  USGS QUAD   -  MILFORD (1994)
 MD1066
 MD1066                         *CURRENT SURVEY CONTROL
 MD1066  ___________________________________________________________________
 MD1066* NAD 83(1986)-  41 27 30.     (N)    085 50 31.     (W)     SCALED    
 MD1066* NAVD 88     -       248.917  (meters)     816.66   (feet)  ADJUSTED  
 MD1066  ___________________________________________________________________
 MD1066  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MD1066  DYNAMIC HT  -         248.820 (meters)     816.34  (feet)  COMP
 MD1066  MODELED GRAV-     980,225.0   (mgal)                       NAVD 88
 MD1066
 MD1066  VERT ORDER  -  FIRST     CLASS II
 MD1066
 MD1066.The horizontal coordinates were scaled from a topographic map and have
 MD1066.an estimated accuracy of +/- 6 seconds.
 MD1066
 MD1066.The orthometric height was determined by differential leveling
 MD1066.and adjusted by the National Geodetic Survey in June 1991..
 MD1066
 MD1066.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1066.See file dsdata.txt to determine how the superseded data were derived.
 MD1066
 MD1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL967902(NAD 83)
 MD1066_MARKER: DB = BENCH MARK DISK
 MD1066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1066_SP_SET: ABUTMENT
 MD1066_STAMPING: D 160 1946
 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 = OCTOBER  6, 2006
 MD1165 ***********************************************************************
 MD1165  DESIGNATION -  D 161
 MD1165  PID         -  MD1165
 MD1165  STATE/COUNTY-  IN/NOBLE
 MD1165  USGS QUAD   -  ORMAS (1965)
 MD1165
 MD1165                         *CURRENT SURVEY CONTROL
 MD1165  ___________________________________________________________________
 MD1165* NAD 83(1986)-  41 20 19.     (N)    085 32 44.     (W)     SCALED    
 MD1165* NAVD 88     -       290.135  (meters)     951.88   (feet)  ADJUSTED  
 MD1165  ___________________________________________________________________
 MD1165  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 MD1165  DYNAMIC HT  -         290.015 (meters)     951.49  (feet)  COMP
 MD1165  MODELED GRAV-     980,202.6   (mgal)                       NAVD 88
 MD1165
 MD1165  VERT ORDER  -  SECOND    CLASS 0
 MD1165
 MD1165.The horizontal coordinates were scaled from a topographic map and have
 MD1165.an estimated accuracy of +/- 6 seconds.
 MD1165
 MD1165.The orthometric height was determined by differential leveling
 MD1165.and adjusted by the National Geodetic Survey in June 1991..
 MD1165
 MD1165.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1165.See file dsdata.txt to determine how the superseded data were derived.
 MD1165
 MD1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL216773(NAD 83)
 MD1165_MARKER: DB = BENCH MARK DISK
 MD1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1165_STAMPING: D 161 1946
 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             NGS
 MD1165
 MD1165                          STATION DESCRIPTION
 MD1165
 MD1165'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1076 ***********************************************************************
 MD1076  DESIGNATION -  D 162
 MD1076  PID         -  MD1076
 MD1076  STATE/COUNTY-  IN/NOBLE
 MD1076  USGS QUAD   -  LIGONIER (1979)
 MD1076
 MD1076                         *CURRENT SURVEY CONTROL
 MD1076  ___________________________________________________________________
 MD1076* NAD 83(1986)-  41 27 43.     (N)    085 31 50.     (W)     SCALED    
 MD1076* NAVD 88     -       269.159  (meters)     883.07   (feet)  ADJUSTED  
 MD1076  ___________________________________________________________________
 MD1076  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 MD1076  DYNAMIC HT  -         269.047 (meters)     882.70  (feet)  COMP
 MD1076  MODELED GRAV-     980,200.1   (mgal)                       NAVD 88
 MD1076
 MD1076  VERT ORDER  -  SECOND    CLASS 0
 MD1076
 MD1076.The horizontal coordinates were scaled from a topographic map and have
 MD1076.an estimated accuracy of +/- 6 seconds.
 MD1076
 MD1076.The orthometric height was determined by differential leveling
 MD1076.and adjusted by the National Geodetic Survey in June 1991..
 MD1076
 MD1076.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1076.See file dsdata.txt to determine how the superseded data were derived.
 MD1076
 MD1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL227910(NAD 83)
 MD1076_MARKER: DB = BENCH MARK DISK
 MD1076_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1076_SP_SET: ABUTMENT
 MD1076_STAMPING: D 162 1946
 MD1076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1076
 MD1076  HISTORY     - Date     Condition        Report By
 MD1076  HISTORY     - 1946     MONUMENTED       CGS
 MD1076  HISTORY     - 1961     GOOD             NGS
 MD1076
 MD1076                          STATION DESCRIPTION
 MD1076
 MD1076'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1986 ***********************************************************************
 MD1986  DESIGNATION -  D 163 RESET
 MD1986  PID         -  MD1986
 MD1986  STATE/COUNTY-  IN/NOBLE
 MD1986  USGS QUAD   -  GARRETT (1973)
 MD1986
 MD1986                         *CURRENT SURVEY CONTROL
 MD1986  ___________________________________________________________________
 MD1986* NAD 83(1986)-  41 20 42.     (N)    085 13 55.     (W)     SCALED    
 MD1986* NAVD 88     -       273.49   (meters)     897.3    (feet)  RESET     
 MD1986  ___________________________________________________________________
 MD1986  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MD1986
 MD1986  VERT ORDER  -  THIRD
 MD1986
 MD1986.The horizontal coordinates were scaled from a topographic map and have
 MD1986.an estimated accuracy of +/- 6 seconds.
 MD1986
 MD1986.The orthometric height was computed from unverified reset data.
 MD1986
 MD1986.The geoid height was determined by GEOID03.
 MD1986
 MD1986;                    North         East    Units  Estimated Accuracy
 MD1986;SPC IN E     -   676,960.      136,380.      MT  (+/- 180 meters Scaled)
 MD1986
 MD1986                          SUPERSEDED SURVEY CONTROL
 MD1986
 MD1986  NGVD 29 (04/16/04)  273.64   (m)          897.8    (f) RESET       3  
 MD1986
 MD1986.Superseded values are not recommended for survey control.
 MD1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1986.See file dsdata.txt to determine how the superseded data were derived.
 MD1986
 MD1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL479785(NAD 83)
 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
 MD1986  HISTORY     - Date     Condition        Report By
 MD1986  HISTORY     - 1991     MONUMENTED       INHD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1160 ***********************************************************************
 MD1160  DESIGNATION -  D 164
 MD1160  PID         -  MD1160
 MD1160  STATE/COUNTY-  IN/NOBLE
 MD1160  USGS QUAD   -  ORMAS (1965)
 MD1160
 MD1160                         *CURRENT SURVEY CONTROL
 MD1160  ___________________________________________________________________
 MD1160* NAD 83(1986)-  41 18 08.     (N)    085 34 39.     (W)     SCALED    
 MD1160* NAVD 88     -       286.357  (meters)     939.49   (feet)  ADJUSTED  
 MD1160  ___________________________________________________________________
 MD1160  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 MD1160  DYNAMIC HT  -         286.239 (meters)     939.10  (feet)  COMP
 MD1160  MODELED GRAV-     980,204.2   (mgal)                       NAVD 88
 MD1160
 MD1160  VERT ORDER  -  SECOND    CLASS 0
 MD1160
 MD1160.The horizontal coordinates were scaled from a topographic map and have
 MD1160.an estimated accuracy of +/- 6 seconds.
 MD1160
 MD1160.The orthometric height was determined by differential leveling
 MD1160.and adjusted by the National Geodetic Survey in June 1991..
 MD1160
 MD1160.The geoid height was determined by GEOID03.
 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     -   672,130.      107,470.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1160.See file dsdata.txt to determine how the superseded data were derived.
 MD1160
 MD1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL190732(NAD 83)
 MD1160_MARKER: DB = BENCH MARK DISK
 MD1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1160_STAMPING: D 164 1946
 MD1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1160+STABILITY: SURFACE MOTION
 MD1160
 MD1160  HISTORY     - Date     Condition        Report By
 MD1160  HISTORY     - 1946     MONUMENTED       CGS
 MD1160  HISTORY     - 1961     GOOD             NGS
 MD1160
 MD1160                          STATION DESCRIPTION
 MD1160
 MD1160'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0939 ***********************************************************************
 MD0939  CBN         -  This is a Cooperative Base Network Control Station.
 MD0939  DESIGNATION -  D 165
 MD0939  PID         -  MD0939
 MD0939  STATE/COUNTY-  IN/NOBLE
 MD0939  USGS QUAD   -  MERRIAM (1965)
 MD0939
 MD0939                         *CURRENT SURVEY CONTROL
 MD0939  ___________________________________________________________________
 MD0939* NAD 83(1997)-  41 16 29.01089(N)    085 24 47.22059(W)     ADJUSTED  
 MD0939* NAVD 88     -       301.042  (meters)     987.67   (feet)  ADJUSTED  
 MD0939  ___________________________________________________________________
 MD0939  X           -     383,917.155 (meters)                     COMP
 MD0939  Y           -  -4,785,345.347 (meters)                     COMP
 MD0939  Z           -   4,185,578.242 (meters)                     COMP
 MD0939  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 MD0939  ELLIP HEIGHT-         268.16  (meters)          (04/10/98) GPS OBS
 MD0939  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MD0939  DYNAMIC HT  -         300.925 (meters)     987.28  (feet)  COMP
 MD0939  MODELED GRAV-     980,227.9   (mgal)                       NAVD 88
 MD0939
 MD0939  HORZ ORDER  -  B
 MD0939  VERT ORDER  -  SECOND    CLASS 0
 MD0939  ELLP ORDER  -  FOURTH    CLASS I
 MD0939
 MD0939.The horizontal coordinates were established by GPS observations
 MD0939.and adjusted by the National Geodetic Survey in April 1998..
 MD0939
 MD0939.The orthometric height was determined by differential leveling
 MD0939.and adjusted by the National Geodetic Survey in June 1991..
 MD0939
 MD0939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD0939
 MD0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0939
 MD0939.The ellipsoidal height was determined by GPS observations
 MD0939.and is referenced to NAD 83.
 MD0939
 MD0939.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 MD0939;SPC IN E     -   669,098.228   121,242.941   MT  0.99997222   +0 10 02.1
 MD0939;SPC IN E     - 2,195,199.77    397,777.88   sFT  0.99997222   +0 10 02.1
 MD0939;UTM  16      - 4,570,469.191   632,905.857   MT  0.99981739   +1 02 49.1
 MD0939
 MD0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0939!SPC IN E     -   0.99995794  x   0.99997222  =   0.99993016
 MD0939!UTM  16      -   0.99995794  x   0.99981739  =   0.99977534
 MD0939
 MD0939                          SUPERSEDED SURVEY CONTROL
 MD0939
 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 (04/10/98)  301.04   (m)          987.7    (f) LEVELING    3  
 MD0939  NGVD 29 (??/??/92)  301.190  (m)          988.15   (f) ADJ UNCH    2 0
 MD0939
 MD0939.Superseded values are not recommended for survey control.
 MD0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0939.See file dsdata.txt to determine how the superseded data were derived.
 MD0939
 MD0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3290670469(NAD 83)
 MD0939_MARKER: DB = BENCH MARK DISK
 MD0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0939_SP_SET: 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             NGS
 MD0939  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MD0939  HISTORY     - 1963     GOOD             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  6, 2006
 ME0210 ***********************************************************************
 ME0210  DESIGNATION -  D 166
 ME0210  PID         -  ME0210
 ME0210  STATE/COUNTY-  IN/MARSHALL
 ME0210  USGS QUAD   -  WALKERTON (1972)
 ME0210
 ME0210                         *CURRENT SURVEY CONTROL
 ME0210  ___________________________________________________________________
 ME0210* NAD 83(1986)-  41 26 54.     (N)    086 22 39.     (W)     SCALED    
 ME0210* NAVD 88     -       239.195  (meters)     784.76   (feet)  ADJUSTED  
 ME0210  ___________________________________________________________________
 ME0210  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 ME0210  DYNAMIC HT  -         239.099 (meters)     784.44  (feet)  COMP
 ME0210  MODELED GRAV-     980,213.2   (mgal)                       NAVD 88
 ME0210
 ME0210  VERT ORDER  -  SECOND    CLASS 0
 ME0210
 ME0210.The horizontal coordinates were scaled from a topographic map and have
 ME0210.an estimated accuracy of +/- 6 seconds.
 ME0210
 ME0210.The orthometric height was determined by differential leveling
 ME0210.and adjusted by the National Geodetic Survey in June 1991..
 ME0210
 ME0210.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0210.See file dsdata.txt to determine how the superseded data were derived.
 ME0210
 ME0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL519887(NAD 83)
 ME0210_MARKER: DB = BENCH MARK DISK
 ME0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0210_STAMPING: D 166 1946
 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 = OCTOBER  6, 2006
 ME0202 ***********************************************************************
 ME0202  DESIGNATION -  D 167
 ME0202  PID         -  ME0202
 ME0202  STATE/COUNTY-  IN/ST JOSEPH
 ME0202  USGS QUAD   -  LA PAZ (1972)
 ME0202
 ME0202                         *CURRENT SURVEY CONTROL
 ME0202  ___________________________________________________________________
 ME0202* NAD 83(1986)-  41 29 30.     (N)    086 17 46.     (W)     SCALED    
 ME0202* NAVD 88     -       266.233  (meters)     873.47   (feet)  ADJUSTED  
 ME0202  ___________________________________________________________________
 ME0202  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0202  DYNAMIC HT  -         266.125 (meters)     873.11  (feet)  COMP
 ME0202  MODELED GRAV-     980,209.4   (mgal)                       NAVD 88
 ME0202
 ME0202  VERT ORDER  -  SECOND    CLASS 0
 ME0202
 ME0202.The horizontal coordinates were scaled from a topographic map and have
 ME0202.an estimated accuracy of +/- 6 seconds.
 ME0202
 ME0202.The orthometric height was determined by differential leveling
 ME0202.and adjusted by the National Geodetic Survey in June 1991..
 ME0202
 ME0202.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0202.See file dsdata.txt to determine how the superseded data were derived.
 ME0202
 ME0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL587935(NAD 83)
 ME0202_MARKER: DB = BENCH MARK DISK
 ME0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0202_STAMPING: D 167 1946
 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 = OCTOBER  6, 2006
 ME0203 ***********************************************************************
 ME0203  DESIGNATION -  D 167 RESET 1958
 ME0203  PID         -  ME0203
 ME0203  STATE/COUNTY-  IN/ST JOSEPH
 ME0203  USGS QUAD   -  LA PAZ (1972)
 ME0203
 ME0203                         *CURRENT SURVEY CONTROL
 ME0203  ___________________________________________________________________
 ME0203* NAD 83(1986)-  41 29 30.     (N)    086 17 46.     (W)     SCALED    
 ME0203* NAVD 88     -       266.09   (meters)     873.0    (feet)  RESET     
 ME0203  ___________________________________________________________________
 ME0203  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0203
 ME0203  VERT ORDER  -  THIRD
 ME0203
 ME0203.The horizontal coordinates were scaled from a topographic map and have
 ME0203.an estimated accuracy of +/- 6 seconds.
 ME0203
 ME0203.The orthometric height was computed from unverified reset data.
 ME0203
 ME0203.The geoid height was determined by GEOID03.
 ME0203
 ME0203;                    North         East    Units  Estimated Accuracy
 ME0203;SPC IN E     -   693,350.       47,440.      MT  (+/- 180 meters Scaled)
 ME0203
 ME0203                          SUPERSEDED SURVEY CONTROL
 ME0203
 ME0203.No superseded survey control is available for this station.
 ME0203
 ME0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL587935(NAD 83)
 ME0203_MARKER: DB = BENCH MARK DISK
 ME0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0203_STAMPING: D 167 RESET
 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             NGS
 ME0203
 ME0203                          STATION DESCRIPTION
 ME0203
 ME0203'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0011 ***********************************************************************
 ME0011  DESIGNATION -  D 168
 ME0011  PID         -  ME0011
 ME0011  STATE/COUNTY-  IN/ST JOSEPH
 ME0011  USGS QUAD   -  WAKARUSA (1994)
 ME0011
 ME0011                         *CURRENT SURVEY CONTROL
 ME0011  ___________________________________________________________________
 ME0011* NAD 83(1986)-  41 36 28.     (N)    086 07 05.     (W)     SCALED    
 ME0011* NAVD 88     -       254.202  (meters)     833.99   (feet)  ADJUSTED  
 ME0011  ___________________________________________________________________
 ME0011  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 ME0011  DYNAMIC HT  -         254.100 (meters)     833.66  (feet)  COMP
 ME0011  MODELED GRAV-     980,212.5   (mgal)                       NAVD 88
 ME0011
 ME0011  VERT ORDER  -  SECOND    CLASS 0
 ME0011
 ME0011.The horizontal coordinates were scaled from a topographic map and have
 ME0011.an estimated accuracy of +/- 6 seconds.
 ME0011
 ME0011.The orthometric height was determined by differential leveling
 ME0011.and adjusted by the National Geodetic Survey in June 1991..
 ME0011
 ME0011.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0011.See file dsdata.txt to determine how the superseded data were derived.
 ME0011
 ME0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM734066(NAD 83)
 ME0011_MARKER: DB = BENCH MARK DISK
 ME0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0011_STAMPING: D 168 1946
 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 = OCTOBER  6, 2006
 ME0155 ***********************************************************************
 ME0155  DESIGNATION -  D 169
 ME0155  PID         -  ME0155
 ME0155  STATE/COUNTY-  IN/MARSHALL
 ME0155  USGS QUAD   -  BOURBON (1994)
 ME0155
 ME0155                         *CURRENT SURVEY CONTROL
 ME0155  ___________________________________________________________________
 ME0155* NAD 83(1986)-  41 21 40.     (N)    086 07 00.     (W)     SCALED    
 ME0155* NAVD 88     -       245.878  (meters)     806.68   (feet)  ADJUSTED  
 ME0155  ___________________________________________________________________
 ME0155  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 ME0155  DYNAMIC HT  -         245.777 (meters)     806.35  (feet)  COMP
 ME0155  MODELED GRAV-     980,203.8   (mgal)                       NAVD 88
 ME0155
 ME0155  VERT ORDER  -  SECOND    CLASS 0
 ME0155
 ME0155.The horizontal coordinates were scaled from a topographic map and have
 ME0155.an estimated accuracy of +/- 6 seconds.
 ME0155
 ME0155.The orthometric height was determined by differential leveling
 ME0155.and adjusted by the National Geodetic Survey in June 1991..
 ME0155
 ME0155.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0155.See file dsdata.txt to determine how the superseded data were derived.
 ME0155
 ME0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL738792(NAD 83)
 ME0155_MARKER: DB = BENCH MARK DISK
 ME0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0155_STAMPING: D 169 1946
 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 = OCTOBER  6, 2006
 ME1112 ***********************************************************************
 ME1112  DESIGNATION -  D 17
 ME1112  PID         -  ME1112
 ME1112  STATE/COUNTY-  IN/NEWTON
 ME1112  USGS QUAD   -  SCHNEIDER (1992)
 ME1112
 ME1112                         *CURRENT SURVEY CONTROL
 ME1112  ___________________________________________________________________
 ME1112* NAD 83(1986)-  41 08 14.     (N)    087 26 46.     (W)     SCALED    
 ME1112* NAVD 88     -       199.844  (meters)     655.65   (feet)  ADJUSTED  
 ME1112  ___________________________________________________________________
 ME1112  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 ME1112  DYNAMIC HT  -         199.760 (meters)     655.38  (feet)  COMP
 ME1112  MODELED GRAV-     980,196.0   (mgal)                       NAVD 88
 ME1112
 ME1112  VERT ORDER  -  FIRST     CLASS II
 ME1112
 ME1112.The horizontal coordinates were scaled from a topographic map and have
 ME1112.an estimated accuracy of +/- 6 seconds.
 ME1112
 ME1112.The orthometric height was determined by differential leveling
 ME1112.and adjusted by the National Geodetic Survey in June 1991..
 ME1112
 ME1112.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1112.See file dsdata.txt to determine how the superseded data were derived.
 ME1112
 ME1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL625540(NAD 83)
 ME1112_MARKER: DB = BENCH MARK DISK
 ME1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1112_STAMPING: D 17 1934
 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             NGS
 ME1112
 ME1112                          STATION DESCRIPTION
 ME1112
 ME1112'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0190 ***********************************************************************
 ME0190  DESIGNATION -  D 170
 ME0190  PID         -  ME0190
 ME0190  STATE/COUNTY-  IN/KOSCIUSKO
 ME0190  USGS QUAD   -  NAPPANEE WEST (1991)
 ME0190
 ME0190                         *CURRENT SURVEY CONTROL
 ME0190  ___________________________________________________________________
 ME0190* NAD 83(1986)-  41 24 19.     (N)    086 00 37.     (W)     SCALED    
 ME0190* NAVD 88     -       254.062  (meters)     833.54   (feet)  ADJUSTED  
 ME0190  ___________________________________________________________________
 ME0190  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ME0190  DYNAMIC HT  -         253.959 (meters)     833.20  (feet)  COMP
 ME0190  MODELED GRAV-     980,211.2   (mgal)                       NAVD 88
 ME0190
 ME0190  VERT ORDER  -  SECOND    CLASS 0
 ME0190
 ME0190.The horizontal coordinates were scaled from a topographic map and have
 ME0190.an estimated accuracy of +/- 6 seconds.
 ME0190
 ME0190.The orthometric height was determined by differential leveling
 ME0190.and adjusted by the National Geodetic Survey in June 1991..
 ME0190
 ME0190.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0190.See file dsdata.txt to determine how the superseded data were derived.
 ME0190
 ME0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL827842(NAD 83)
 ME0190_MARKER: DB = BENCH MARK DISK
 ME0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0190_STAMPING: D 170 1946
 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 = OCTOBER  6, 2006
 ME0149 ***********************************************************************
 ME0149  DESIGNATION -  D 171
 ME0149  PID         -  ME0149
 ME0149  STATE/COUNTY-  IN/ELKHART
 ME0149  USGS QUAD   -  WAKARUSA (1994)
 ME0149
 ME0149                         *CURRENT SURVEY CONTROL
 ME0149  ___________________________________________________________________
 ME0149* NAD 83(1986)-  41 32 09.     (N)    086 01 07.     (W)     SCALED    
 ME0149* NAVD 88     -       255.927  (meters)     839.65   (feet)  ADJUSTED  
 ME0149  ___________________________________________________________________
 ME0149  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME0149  DYNAMIC HT  -         255.822 (meters)     839.31  (feet)  COMP
 ME0149  MODELED GRAV-     980,206.5   (mgal)                       NAVD 88
 ME0149
 ME0149  VERT ORDER  -  SECOND    CLASS 0
 ME0149
 ME0149.The horizontal coordinates were scaled from a topographic map and have
 ME0149.an estimated accuracy of +/- 6 seconds.
 ME0149
 ME0149.The orthometric height was determined by differential leveling
 ME0149.and adjusted by the National Geodetic Survey in June 1991..
 ME0149
 ME0149.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0149.See file dsdata.txt to determine how the superseded data were derived.
 ME0149
 ME0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL818987(NAD 83)
 ME0149_MARKER: DB = BENCH MARK DISK
 ME0149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0149_SP_SET: FOUNDATION
 ME0149_STAMPING: D-171 1946
 ME0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0149
 ME0149  HISTORY     - Date     Condition        Report By
 ME0149  HISTORY     - 1946     MONUMENTED       CGS
 ME0149  HISTORY     - 1968     GOOD             NGS
 ME0149  HISTORY     - 19950914 GOOD             USPSQD
 ME0149
 ME0149                          STATION DESCRIPTION
 ME0149
 ME0149'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1209 ***********************************************************************
 MD1209  DESIGNATION -  D 172
 MD1209  PID         -  MD1209
 MD1209  STATE/COUNTY-  IN/KOSCIUSKO
 MD1209  USGS QUAD   -  ATWOOD (1994)
 MD1209
 MD1209                         *CURRENT SURVEY CONTROL
 MD1209  ___________________________________________________________________
 MD1209* NAD 83(1986)-  41 21 41.     (N)    085 57 29.     (W)     SCALED    
 MD1209* NAVD 88     -       252.039  (meters)     826.90   (feet)  ADJUSTED  
 MD1209  ___________________________________________________________________
 MD1209  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 MD1209  DYNAMIC HT  -         251.938 (meters)     826.57  (feet)  COMP
 MD1209  MODELED GRAV-     980,214.6   (mgal)                       NAVD 88
 MD1209
 MD1209  VERT ORDER  -  SECOND    CLASS 0
 MD1209
 MD1209.The horizontal coordinates were scaled from a topographic map and have
 MD1209.an estimated accuracy of +/- 6 seconds.
 MD1209
 MD1209.The orthometric height was determined by differential leveling
 MD1209.and adjusted by the National Geodetic Survey in June 1991..
 MD1209
 MD1209.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1209.See file dsdata.txt to determine how the superseded data were derived.
 MD1209
 MD1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL871794(NAD 83)
 MD1209_MARKER: DB = BENCH MARK DISK
 MD1209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1209_SP_SET: BRIDGE
 MD1209_STAMPING: D 172 1946
 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 = OCTOBER  6, 2006
 LA1837 ***********************************************************************
 LA1837  DESIGNATION -  D 173
 LA1837  PID         -  LA1837
 LA1837  STATE/COUNTY-  IN/WABASH
 LA1837  USGS QUAD   -  SOMERSET (1994)
 LA1837
 LA1837                         *CURRENT SURVEY CONTROL
 LA1837  ___________________________________________________________________
 LA1837* NAD 83(1986)-  40 43 25.     (N)    085 49 39.     (W)     SCALED    
 LA1837* NAVD 88     -       244.325  (meters)     801.59   (feet)  ADJUSTED  
 LA1837  ___________________________________________________________________
 LA1837  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 LA1837  DYNAMIC HT  -         244.206 (meters)     801.20  (feet)  COMP
 LA1837  MODELED GRAV-     980,132.2   (mgal)                       NAVD 88
 LA1837
 LA1837  VERT ORDER  -  SECOND    CLASS 0
 LA1837
 LA1837.The horizontal coordinates were scaled from a topographic map and have
 LA1837.an estimated accuracy of +/- 6 seconds.
 LA1837
 LA1837.The orthometric height was determined by differential leveling
 LA1837.and adjusted by the National Geodetic Survey in June 1991..
 LA1837
 LA1837.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1837.See file dsdata.txt to determine how the superseded data were derived.
 LA1837
 LA1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL990087(NAD 83)
 LA1837_MARKER: DB = BENCH MARK DISK
 LA1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1837_STAMPING: D 173 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1961
 LA1837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1627 ***********************************************************************
 LA1627  DESIGNATION -  D 174
 LA1627  PID         -  LA1627
 LA1627  STATE/COUNTY-  IN/WABASH
 LA1627  USGS QUAD   -  SOMERSET (1994)
 LA1627
 LA1627                         *CURRENT SURVEY CONTROL
 LA1627  ___________________________________________________________________
 LA1627* NAD 83(1986)-  40 42 53.     (N)    085 46 12.     (W)     SCALED    
 LA1627* NAVD 88     -       244.034  (meters)     800.63   (feet)  ADJUSTED  
 LA1627  ___________________________________________________________________
 LA1627  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 LA1627  DYNAMIC HT  -         243.915 (meters)     800.24  (feet)  COMP
 LA1627  MODELED GRAV-     980,131.0   (mgal)                       NAVD 88
 LA1627
 LA1627  VERT ORDER  -  FIRST     CLASS II
 LA1627
 LA1627.The horizontal coordinates were scaled from a topographic map and have
 LA1627.an estimated accuracy of +/- 6 seconds.
 LA1627
 LA1627.The orthometric height was determined by differential leveling
 LA1627.and adjusted by the National Geodetic Survey in June 1991..
 LA1627
 LA1627.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1627.See file dsdata.txt to determine how the superseded data were derived.
 LA1627
 LA1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL038078(NAD 83)
 LA1627_MARKER: DB = BENCH MARK DISK
 LA1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1627_STAMPING: D 174 1946
 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 = OCTOBER  6, 2006
 LB0309 ***********************************************************************
 LB0309  DESIGNATION -  D 175
 LB0309  PID         -  LB0309
 LB0309  STATE/COUNTY-  IN/MIAMI
 LB0309  USGS QUAD   -  BUNKER HILL (1994)
 LB0309
 LB0309                         *CURRENT SURVEY CONTROL
 LB0309  ___________________________________________________________________
 LB0309* NAD 83(1986)-  40 44 58.     (N)    086 00 39.     (W)     SCALED    
 LB0309* NAVD 88     -       199.676  (meters)     655.10   (feet)  ADJUSTED  
 LB0309  ___________________________________________________________________
 LB0309  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 LB0309  DYNAMIC HT  -         199.580 (meters)     654.79  (feet)  COMP
 LB0309  MODELED GRAV-     980,139.3   (mgal)                       NAVD 88
 LB0309
 LB0309  VERT ORDER  -  SECOND    CLASS 0
 LB0309
 LB0309.The horizontal coordinates were scaled from a topographic map and have
 LB0309.an estimated accuracy of +/- 6 seconds.
 LB0309
 LB0309.The orthometric height was determined by differential leveling
 LB0309.and adjusted by the National Geodetic Survey in June 1991..
 LB0309
 LB0309.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0309.See file dsdata.txt to determine how the superseded data were derived.
 LB0309
 LB0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL835114(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0310 ***********************************************************************
 LB0310  DESIGNATION -  D 175 RESET 1966
 LB0310  PID         -  LB0310
 LB0310  STATE/COUNTY-  IN/MIAMI
 LB0310  USGS QUAD   -  BUNKER HILL (1994)
 LB0310
 LB0310                         *CURRENT SURVEY CONTROL
 LB0310  ___________________________________________________________________
 LB0310* NAD 83(1986)-  40 44 58.     (N)    086 00 39.     (W)     SCALED    
 LB0310* NAVD 88     -       199.22   (meters)     653.6    (feet)  RESET     
 LB0310  ___________________________________________________________________
 LB0310  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 LB0310
 LB0310  VERT ORDER  -  THIRD
 LB0310
 LB0310.The horizontal coordinates were scaled from a topographic map and have
 LB0310.an estimated accuracy of +/- 6 seconds.
 LB0310
 LB0310.The orthometric height was computed from unverified reset data.
 LB0310
 LB0310.The geoid height was determined by GEOID03.
 LB0310
 LB0310;                    North         East    Units  Estimated Accuracy
 LB0310;SPC IN E     -   610,790.       70,940.      MT  (+/- 180 meters Scaled)
 LB0310
 LB0310                          SUPERSEDED SURVEY CONTROL
 LB0310
 LB0310.No superseded survey control is available for this station.
 LB0310
 LB0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL835114(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0310
 LB0310  HISTORY     - Date     Condition        Report By
 LB0310  HISTORY     - 1966     MONUMENTED       INHD
 LB0310  HISTORY     - 1968     GOOD             NGS
 LB0310
 LB0310                          STATION DESCRIPTION
 LB0310
 LB0310'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0349 ***********************************************************************
 ME0349  DESIGNATION -  D 176
 ME0349  PID         -  ME0349
 ME0349  STATE/COUNTY-  IN/MARSHALL
 ME0349  USGS QUAD   -  ARGOS (1994)
 ME0349
 ME0349                         *CURRENT SURVEY CONTROL
 ME0349  ___________________________________________________________________
 ME0349* NAD 83(1986)-  41 10 20.     (N)    086 11 02.     (W)     SCALED    
 ME0349* NAVD 88     -       251.619  (meters)     825.52   (feet)  ADJUSTED  
 ME0349  ___________________________________________________________________
 ME0349  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ME0349  DYNAMIC HT  -         251.511 (meters)     825.17  (feet)  COMP
 ME0349  MODELED GRAV-     980,189.9   (mgal)                       NAVD 88
 ME0349
 ME0349  VERT ORDER  -  SECOND    CLASS 0
 ME0349
 ME0349.The horizontal coordinates were scaled from a topographic map and have
 ME0349.an estimated accuracy of +/- 6 seconds.
 ME0349
 ME0349.The orthometric height was determined by differential leveling
 ME0349.and adjusted by the National Geodetic Survey in June 1991..
 ME0349
 ME0349.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0349.See file dsdata.txt to determine how the superseded data were derived.
 ME0349
 ME0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL684581(NAD 83)
 ME0349_MARKER: DB = BENCH MARK DISK
 ME0349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0349_SP_SET: FENCE POST
 ME0349_STAMPING: D 176 1946
 ME0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0349
 ME0349  HISTORY     - Date     Condition        Report By
 ME0349  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0350 ***********************************************************************
 ME0350  DESIGNATION -  D 176 RESET 1957
 ME0350  PID         -  ME0350
 ME0350  STATE/COUNTY-  IN/MARSHALL
 ME0350  USGS QUAD   -  ARGOS (1994)
 ME0350
 ME0350                         *CURRENT SURVEY CONTROL
 ME0350  ___________________________________________________________________
 ME0350* NAD 83(1986)-  41 10 20.     (N)    086 11 02.     (W)     SCALED    
 ME0350* NAVD 88     -       251.25   (meters)     824.3    (feet)  RESET     
 ME0350  ___________________________________________________________________
 ME0350  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ME0350
 ME0350  VERT ORDER  -  THIRD
 ME0350
 ME0350.The horizontal coordinates were scaled from a topographic map and have
 ME0350.an estimated accuracy of +/- 6 seconds.
 ME0350
 ME0350.The orthometric height was computed from unverified reset data.
 ME0350
 ME0350.The geoid height was determined by GEOID03.
 ME0350
 ME0350;                    North         East    Units  Estimated Accuracy
 ME0350;SPC IN E     -   657,810.       56,600.      MT  (+/- 180 meters Scaled)
 ME0350
 ME0350                          SUPERSEDED SURVEY CONTROL
 ME0350
 ME0350.No superseded survey control is available for this station.
 ME0350
 ME0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL684581(NAD 83)
 ME0350_MARKER: DB = BENCH MARK DISK
 ME0350_SETTING: 0 = UNSPECIFIED SETTING
 ME0350_STAMPING: D 176 RESET 1957
 ME0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0350
 ME0350  HISTORY     - Date     Condition        Report By
 ME0350  HISTORY     - 1957     MONUMENTED       INHD
 ME0350  HISTORY     - 1958     GOOD             NGS
 ME0350  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME0350
 ME0350                          STATION DESCRIPTION
 ME0350
 ME0350'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0449 ***********************************************************************
 ME0449  DESIGNATION -  D 177
 ME0449  PID         -  ME0449
 ME0449  STATE/COUNTY-  IN/FULTON
 ME0449  USGS QUAD   -  ROCHESTER (1992)
 ME0449
 ME0449                         *CURRENT SURVEY CONTROL
 ME0449  ___________________________________________________________________
 ME0449* NAD 83(1986)-  41 03 28.     (N)    086 10 05.     (W)     SCALED    
 ME0449* NAVD 88     -       239.622  (meters)     786.16   (feet)  ADJUSTED  
 ME0449  ___________________________________________________________________
 ME0449  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 ME0449  DYNAMIC HT  -         239.517 (meters)     785.82  (feet)  COMP
 ME0449  MODELED GRAV-     980,179.2   (mgal)                       NAVD 88
 ME0449
 ME0449  VERT ORDER  -  SECOND    CLASS 0
 ME0449
 ME0449.The horizontal coordinates were scaled from a topographic map and have
 ME0449.an estimated accuracy of +/- 6 seconds.
 ME0449
 ME0449.The orthometric height was determined by differential leveling
 ME0449.and adjusted by the National Geodetic Survey in June 1991..
 ME0449
 ME0449.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0449.See file dsdata.txt to determine how the superseded data were derived.
 ME0449
 ME0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL699455(NAD 83)
 ME0449_MARKER: DB = BENCH MARK DISK
 ME0449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0449_SP_SET: CULVERT
 ME0449_STAMPING: D 177 1946
 ME0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1690 ***********************************************************************
 LA1690  DESIGNATION -  D 178
 LA1690  PID         -  LA1690
 LA1690  STATE/COUNTY-  IN/WABASH
 LA1690  USGS QUAD   -  ROANN (1994)
 LA1690
 LA1690                         *CURRENT SURVEY CONTROL
 LA1690  ___________________________________________________________________
 LA1690* NAD 83(1986)-  40 58 05.     (N)    085 53 29.     (W)     SCALED    
 LA1690* NAVD 88     -       243.312  (meters)     798.27   (feet)  ADJUSTED  
 LA1690  ___________________________________________________________________
 LA1690  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 LA1690  DYNAMIC HT  -         243.201 (meters)     797.90  (feet)  COMP
 LA1690  MODELED GRAV-     980,161.0   (mgal)                       NAVD 88
 LA1690
 LA1690  VERT ORDER  -  SECOND    CLASS 0
 LA1690
 LA1690.The horizontal coordinates were scaled from a topographic map and have
 LA1690.an estimated accuracy of +/- 6 seconds.
 LA1690
 LA1690.The orthometric height was determined by differential leveling
 LA1690.and adjusted by the National Geodetic Survey in June 1991..
 LA1690
 LA1690.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1690.See file dsdata.txt to determine how the superseded data were derived.
 LA1690
 LA1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL932358(NAD 83)
 LA1690_MARKER: DB = BENCH MARK DISK
 LA1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1690_STAMPING: D 178 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0456 ***********************************************************************
 ME0456  DESIGNATION -  D 179
 ME0456  PID         -  ME0456
 ME0456  STATE/COUNTY-  IN/FULTON
 ME0456  USGS QUAD   -  PERSHING (1962)
 ME0456
 ME0456                         *CURRENT SURVEY CONTROL
 ME0456  ___________________________________________________________________
 ME0456* NAD 83(1986)-  41 03 16.     (N)    086 15 41.     (W)     SCALED    
 ME0456* NAVD 88     -       233.270  (meters)     765.32   (feet)  ADJUSTED  
 ME0456  ___________________________________________________________________
 ME0456  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 ME0456  DYNAMIC HT  -         233.169 (meters)     764.99  (feet)  COMP
 ME0456  MODELED GRAV-     980,187.5   (mgal)                       NAVD 88
 ME0456
 ME0456  VERT ORDER  -  SECOND    CLASS 0
 ME0456
 ME0456.The horizontal coordinates were scaled from a topographic map and have
 ME0456.an estimated accuracy of +/- 6 seconds.
 ME0456
 ME0456.The orthometric height was determined by differential leveling
 ME0456.and adjusted by the National Geodetic Survey in June 1991..
 ME0456
 ME0456.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0456.See file dsdata.txt to determine how the superseded data were derived.
 ME0456
 ME0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL620450(NAD 83)
 ME0456_MARKER: DB = BENCH MARK DISK
 ME0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0456_STAMPING: D 179 1946
 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 = OCTOBER  6, 2006
 ME0924 ***********************************************************************
 ME0924  DESIGNATION -  D 18
 ME0924  PID         -  ME0924
 ME0924  STATE/COUNTY-  IN/LAKE
 ME0924  USGS QUAD   -  HIGHLAND (1991)
 ME0924
 ME0924                         *CURRENT SURVEY CONTROL
 ME0924  ___________________________________________________________________
 ME0924* NAD 83(1986)-  41 36 17.     (N)    087 27 49.     (W)     SCALED    
 ME0924* NAVD 88     -       181.396  (meters)     595.13   (feet)  ADJUSTED  
 ME0924  ___________________________________________________________________
 ME0924  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 ME0924  DYNAMIC HT  -         181.329 (meters)     594.91  (feet)  COMP
 ME0924  MODELED GRAV-     980,250.9   (mgal)                       NAVD 88
 ME0924
 ME0924  VERT ORDER  -  FIRST     CLASS II
 ME0924
 ME0924.The horizontal coordinates were scaled from a topographic map and have
 ME0924.an estimated accuracy of +/- 6 seconds.
 ME0924
 ME0924.The orthometric height was determined by differential leveling
 ME0924.and adjusted by the National Geodetic Survey in June 1991..
 ME0924
 ME0924.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0924.See file dsdata.txt to determine how the superseded data were derived.
 ME0924
 ME0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM613059(NAD 83)
 ME0924_MARKER: DB = BENCH MARK DISK
 ME0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0924_STAMPING: D 18 1934
 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   NGS
 ME0924  HISTORY     - 1959     MARK NOT FOUND   USGS
 ME0924
 ME0924                          STATION DESCRIPTION
 ME0924
 ME0924'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0237 ***********************************************************************
 LB0237  DESIGNATION -  D 180
 LB0237  PID         -  LB0237
 LB0237  STATE/COUNTY-  IN/MIAMI
 LB0237  USGS QUAD   -  PERU (1992)
 LB0237
 LB0237                         *CURRENT SURVEY CONTROL
 LB0237  ___________________________________________________________________
 LB0237* NAD 83(1986)-  40 45 50.     (N)    086 03 37.     (W)     SCALED    
 LB0237* NAVD 88     -       198.179  (meters)     650.19   (feet)  ADJUSTED  
 LB0237  ___________________________________________________________________
 LB0237  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 LB0237  DYNAMIC HT  -         198.084 (meters)     649.88  (feet)  COMP
 LB0237  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 LB0237
 LB0237  VERT ORDER  -  SECOND    CLASS 0
 LB0237
 LB0237.The horizontal coordinates were scaled from a topographic map and have
 LB0237.an estimated accuracy of +/- 6 seconds.
 LB0237
 LB0237.The orthometric height was determined by differential leveling
 LB0237.and adjusted by the National Geodetic Survey in June 1991..
 LB0237
 LB0237.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0237.See file dsdata.txt to determine how the superseded data were derived.
 LB0237
 LB0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL793129(NAD 83)
 LB0237_MARKER: DB = BENCH MARK DISK
 LB0237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0237_SP_SET: BUILDING
 LB0237_STAMPING: D 180 1946
 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             BUTLER
 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 AND SEUFERT INC 2005 (JRC)
 LB0237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0192 ***********************************************************************
 LB0192  DESIGNATION -  D 181
 LB0192  PID         -  LB0192
 LB0192  STATE/COUNTY-  IN/FULTON
 LB0192  USGS QUAD   -  FULTON (1960)
 LB0192
 LB0192                         *CURRENT SURVEY CONTROL
 LB0192  ___________________________________________________________________
 LB0192* NAD 83(1986)-  40 56 44.     (N)    086 17 58.     (W)     SCALED    
 LB0192* NAVD 88     -       237.225  (meters)     778.30   (feet)  ADJUSTED  
 LB0192  ___________________________________________________________________
 LB0192  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 LB0192  DYNAMIC HT  -         237.121 (meters)     777.95  (feet)  COMP
 LB0192  MODELED GRAV-     980,178.4   (mgal)                       NAVD 88
 LB0192
 LB0192  VERT ORDER  -  SECOND    CLASS 0
 LB0192
 LB0192.The horizontal coordinates were scaled from a topographic map and have
 LB0192.an estimated accuracy of +/- 6 seconds.
 LB0192
 LB0192.The orthometric height was determined by differential leveling
 LB0192.and adjusted by the National Geodetic Survey in June 1991..
 LB0192
 LB0192.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0192.See file dsdata.txt to determine how the superseded data were derived.
 LB0192
 LB0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL589329(NAD 83)
 LB0192_MARKER: DB = BENCH MARK DISK
 LB0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0192_STAMPING: D 181 1946
 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 = OCTOBER  6, 2006
 MD1036 ***********************************************************************
 MD1036  DESIGNATION -  D 182
 MD1036  PID         -  MD1036
 MD1036  STATE/COUNTY-  IN/KOSCIUSKO
 MD1036  USGS QUAD   -  BURKET (1994)
 MD1036
 MD1036                         *CURRENT SURVEY CONTROL
 MD1036  ___________________________________________________________________
 MD1036* NAD 83(1986)-  41 09 02.     (N)    085 52 51.     (W)     SCALED    
 MD1036* NAVD 88     -       259.318  (meters)     850.78   (feet)  ADJUSTED  
 MD1036  ___________________________________________________________________
 MD1036  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MD1036  DYNAMIC HT  -         259.205 (meters)     850.41  (feet)  COMP
 MD1036  MODELED GRAV-     980,183.3   (mgal)                       NAVD 88
 MD1036
 MD1036  VERT ORDER  -  FIRST     CLASS II
 MD1036
 MD1036.The horizontal coordinates were scaled from a topographic map and have
 MD1036.an estimated accuracy of +/- 6 seconds.
 MD1036
 MD1036.The orthometric height was determined by differential leveling
 MD1036.and adjusted by the National Geodetic Survey in June 1991..
 MD1036
 MD1036.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1036.See file dsdata.txt to determine how the superseded data were derived.
 MD1036
 MD1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL939560(NAD 83)
 MD1036_MARKER: DB = BENCH MARK DISK
 MD1036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1036_SP_SET: ABUTMENT
 MD1036_STAMPING: D 182 1946
 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 = OCTOBER  6, 2006
 LB0149 ***********************************************************************
 LB0149  DESIGNATION -  D 183
 LB0149  PID         -  LB0149
 LB0149  STATE/COUNTY-  IN/CASS
 LB0149  USGS QUAD   -  LOGANSPORT (1987)
 LB0149
 LB0149                         *CURRENT SURVEY CONTROL
 LB0149  ___________________________________________________________________
 LB0149* NAD 83(1986)-  40 51 59.     (N)    086 18 04.     (W)     SCALED    
 LB0149* NAVD 88     -       239.463  (meters)     785.64   (feet)  ADJUSTED  
 LB0149  ___________________________________________________________________
 LB0149  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 LB0149  DYNAMIC HT  -         239.354 (meters)     785.28  (feet)  COMP
 LB0149  MODELED GRAV-     980,163.3   (mgal)                       NAVD 88
 LB0149
 LB0149  VERT ORDER  -  SECOND    CLASS 0
 LB0149
 LB0149.The horizontal coordinates were scaled from a topographic map and have
 LB0149.an estimated accuracy of +/- 6 seconds.
 LB0149
 LB0149.The orthometric height was determined by differential leveling
 LB0149.and adjusted by the National Geodetic Survey in June 1991..
 LB0149
 LB0149.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0149.See file dsdata.txt to determine how the superseded data were derived.
 LB0149
 LB0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL588241(NAD 83)
 LB0149_MARKER: DB = BENCH MARK DISK
 LB0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0149_STAMPING: D 183 1946
 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 = OCTOBER  6, 2006
 LB0437 ***********************************************************************
 LB0437  DESIGNATION -  D 184
 LB0437  PID         -  LB0437
 LB0437  STATE/COUNTY-  IN/CLINTON
 LB0437  USGS QUAD   -  RUSSIAVILLE (1961)
 LB0437
 LB0437                         *CURRENT SURVEY CONTROL
 LB0437  ___________________________________________________________________
 LB0437* NAD 83(1986)-  40 23 14.     (N)    086 18 50.     (W)     SCALED    
 LB0437* NAVD 88     -       268.517  (meters)     880.96   (feet)  ADJUSTED  
 LB0437  ___________________________________________________________________
 LB0437  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 LB0437  DYNAMIC HT  -         268.375 (meters)     880.49  (feet)  COMP
 LB0437  MODELED GRAV-     980,089.8   (mgal)                       NAVD 88
 LB0437
 LB0437  VERT ORDER  -  SECOND    CLASS 0
 LB0437
 LB0437.The horizontal coordinates were scaled from a topographic map and have
 LB0437.an estimated accuracy of +/- 6 seconds.
 LB0437
 LB0437.The orthometric height was determined by differential leveling
 LB0437.and adjusted by the National Geodetic Survey in June 1991..
 LB0437
 LB0437.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0437.See file dsdata.txt to determine how the superseded data were derived.
 LB0437
 LB0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK582709(NAD 83)
 LB0437_MARKER: DB = BENCH MARK DISK
 LB0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0437_STAMPING: D 184 1946
 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 = OCTOBER  6, 2006
 LA1309 ***********************************************************************
 LA1309  DESIGNATION -  D 185
 LA1309  PID         -  LA1309
 LA1309  STATE/COUNTY-  IN/MADISON
 LA1309  USGS QUAD   -  ALEXANDRIA (1994)
 LA1309
 LA1309                         *CURRENT SURVEY CONTROL
 LA1309  ___________________________________________________________________
 LA1309* NAD 83(1986)-  40 19 15.     (N)    085 38 57.     (W)     SCALED    
 LA1309* NAVD 88     -       270.731  (meters)     888.22   (feet)  ADJUSTED  
 LA1309  ___________________________________________________________________
 LA1309  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 LA1309  DYNAMIC HT  -         270.590 (meters)     887.76  (feet)  COMP
 LA1309  MODELED GRAV-     980,100.0   (mgal)                       NAVD 88
 LA1309
 LA1309  VERT ORDER  -  FIRST     CLASS II
 LA1309
 LA1309.The horizontal coordinates were scaled from a topographic map and have
 LA1309.an estimated accuracy of +/- 6 seconds.
 LA1309
 LA1309.The orthometric height was determined by differential leveling
 LA1309.and adjusted by the National Geodetic Survey in June 1991..
 LA1309
 LA1309.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1309.See file dsdata.txt to determine how the superseded data were derived.
 LA1309
 LA1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK147642(NAD 83)
 LA1309_MARKER: DB = BENCH MARK DISK
 LA1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1309_STAMPING: D 185 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1096 ***********************************************************************
 MD1096  DESIGNATION -  D 186
 MD1096  PID         -  MD1096
 MD1096  STATE/COUNTY-  IN/WHITLEY
 MD1096  USGS QUAD   -  SOUTH WHITLEY EAST (1962)
 MD1096
 MD1096                         *CURRENT SURVEY CONTROL
 MD1096  ___________________________________________________________________
 MD1096* NAD 83(1986)-  41 04 38.     (N)    085 30 32.     (W)     SCALED    
 MD1096* NAVD 88     -       257.858  (meters)     845.99   (feet)  ADJUSTED  
 MD1096  ___________________________________________________________________
 MD1096  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 MD1096  DYNAMIC HT  -         257.750 (meters)     845.63  (feet)  COMP
 MD1096  MODELED GRAV-     980,198.7   (mgal)                       NAVD 88
 MD1096
 MD1096  VERT ORDER  -  SECOND    CLASS 0
 MD1096
 MD1096.The horizontal coordinates were scaled from a topographic map and have
 MD1096.an estimated accuracy of +/- 6 seconds.
 MD1096
 MD1096.The orthometric height was determined by differential leveling
 MD1096.and adjusted by the National Geodetic Survey in June 1991..
 MD1096
 MD1096.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1096.See file dsdata.txt to determine how the superseded data were derived.
 MD1096
 MD1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL252484(NAD 83)
 MD1096_MARKER: DB = BENCH MARK DISK
 MD1096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1096_SP_SET: CULVERT
 MD1096_STAMPING: D 186 1946
 MD1096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1096
 MD1096  HISTORY     - Date     Condition        Report By
 MD1096  HISTORY     - 1946     MONUMENTED       CGS
 MD1096  HISTORY     - 1961     GOOD             NGS
 MD1096
 MD1096                          STATION DESCRIPTION
 MD1096
 MD1096'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1716 ***********************************************************************
 LA1716  DESIGNATION -  D 187
 LA1716  PID         -  LA1716
 LA1716  STATE/COUNTY-  IN/HUNTINGTON
 LA1716  USGS QUAD   -  BIPPUS (1972)
 LA1716
 LA1716                         *CURRENT SURVEY CONTROL
 LA1716  ___________________________________________________________________
 LA1716* NAD 83(1986)-  40 58 22.     (N)    085 37 27.     (W)     SCALED    
 LA1716* NAVD 88     -       264.206  (meters)     866.82   (feet)  ADJUSTED  
 LA1716  ___________________________________________________________________
 LA1716  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 LA1716  DYNAMIC HT  -         264.083 (meters)     866.41  (feet)  COMP
 LA1716  MODELED GRAV-     980,153.4   (mgal)                       NAVD 88
 LA1716
 LA1716  VERT ORDER  -  SECOND    CLASS 0
 LA1716
 LA1716.The horizontal coordinates were scaled from a topographic map and have
 LA1716.an estimated accuracy of +/- 6 seconds.
 LA1716
 LA1716.The orthometric height was determined by differential leveling
 LA1716.and adjusted by the National Geodetic Survey in June 1991..
 LA1716
 LA1716.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1716.See file dsdata.txt to determine how the superseded data were derived.
 LA1716
 LA1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL157366(NAD 83)
 LA1716_MARKER: DB = BENCH MARK DISK
 LA1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1716_STAMPING: D 187 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0864 ***********************************************************************
 LA0864  DESIGNATION -  D 189
 LA0864  PID         -  LA0864
 LA0864  STATE/COUNTY-  IN/ALLEN
 LA0864  USGS QUAD   -  ZANESVILLE (1972)
 LA0864
 LA0864                         *CURRENT SURVEY CONTROL
 LA0864  ___________________________________________________________________
 LA0864* NAD 83(1986)-  40 58 29.     (N)    085 19 10.     (W)     SCALED    
 LA0864* NAVD 88     -       246.806  (meters)     809.73   (feet)  ADJUSTED  
 LA0864  ___________________________________________________________________
 LA0864  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 LA0864  DYNAMIC HT  -         246.698 (meters)     809.38  (feet)  COMP
 LA0864  MODELED GRAV-     980,181.1   (mgal)                       NAVD 88
 LA0864
 LA0864  VERT ORDER  -  SECOND    CLASS 0
 LA0864
 LA0864.The horizontal coordinates were scaled from a topographic map and have
 LA0864.an estimated accuracy of +/- 6 seconds.
 LA0864
 LA0864.The orthometric height was determined by differential leveling
 LA0864.and adjusted by the National Geodetic Survey in June 1991..
 LA0864
 LA0864.The geoid height was determined by GEOID03.
 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     -   635,810.      129,220.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0864.See file dsdata.txt to determine how the superseded data were derived.
 LA0864
 LA0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL413373(NAD 83)
 LA0864_MARKER: DB = BENCH MARK DISK
 LA0864_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0864_SP_SET: CULVERT
 LA0864_STAMPING: D 189 1946
 LA0864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0864
 LA0864  HISTORY     - Date     Condition        Report By
 LA0864  HISTORY     - 1946     MONUMENTED       CGS
 LA0864  HISTORY     - 1968     GOOD             NGS
 LA0864
 LA0864                          STATION DESCRIPTION
 LA0864
 LA0864'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1050 ***********************************************************************
 ME1050  DESIGNATION -  D 19
 ME1050  PID         -  ME1050
 ME1050  STATE/COUNTY-  IN/LAKE
 ME1050  USGS QUAD   -  GARY (1991)
 ME1050
 ME1050                         *CURRENT SURVEY CONTROL
 ME1050  ___________________________________________________________________
 ME1050* NAD 83(1986)-  41 36 17.     (N)    087 15 57.     (W)     SCALED    
 ME1050* NAVD 88     -       188.983  (meters)     620.02   (feet)  ADJUSTED  
 ME1050  ___________________________________________________________________
 ME1050  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME1050  DYNAMIC HT  -         188.913 (meters)     619.79  (feet)  COMP
 ME1050  MODELED GRAV-     980,251.5   (mgal)                       NAVD 88
 ME1050
 ME1050  VERT ORDER  -  SECOND    CLASS 0
 ME1050
 ME1050.The horizontal coordinates were scaled from a topographic map and have
 ME1050.an estimated accuracy of +/- 6 seconds.
 ME1050
 ME1050.The orthometric height was determined by differential leveling
 ME1050.and adjusted by the National Geodetic Survey in June 1991..
 ME1050
 ME1050.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1050.See file dsdata.txt to determine how the superseded data were derived.
 ME1050
 ME1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM778059(NAD 83)
 ME1050_MARKER: DB = BENCH MARK DISK
 ME1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1050_STAMPING: D 19 1934
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 MD0793 ***********************************************************************
 MD0793  DESIGNATION -  D 190
 MD0793  PID         -  MD0793
 MD0793  STATE/COUNTY-  IN/ALLEN
 MD0793  USGS QUAD   -  ARCOLA (1981)
 MD0793
 MD0793                         *CURRENT SURVEY CONTROL
 MD0793  ___________________________________________________________________
 MD0793* NAD 83(1986)-  41 05 22.     (N)    085 20 13.     (W)     SCALED    
 MD0793* NAVD 88     -       260.350  (meters)     854.16   (feet)  ADJUSTED  
 MD0793  ___________________________________________________________________
 MD0793  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 MD0793  DYNAMIC HT  -         260.248 (meters)     853.83  (feet)  COMP
 MD0793  MODELED GRAV-     980,222.3   (mgal)                       NAVD 88
 MD0793
 MD0793  VERT ORDER  -  SECOND    CLASS 0
 MD0793
 MD0793.The horizontal coordinates were scaled from a topographic map and have
 MD0793.an estimated accuracy of +/- 6 seconds.
 MD0793
 MD0793.The orthometric height was determined by differential leveling
 MD0793.and adjusted by the National Geodetic Survey in June 1991..
 MD0793.WARNING-Repeat measurements at this control monument indicate possible
 MD0793.vertical movement.
 MD0793
 MD0793.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0793.See file dsdata.txt to determine how the superseded data were derived.
 MD0793
 MD0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL396500(NAD 83)
 MD0793_MARKER: DB = BENCH MARK DISK
 MD0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0793_STAMPING: D-190-1946
 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 = OCTOBER  6, 2006
 LB0300 ***********************************************************************
 LB0300  DESIGNATION -  D 191
 LB0300  PID         -  LB0300
 LB0300  STATE/COUNTY-  IN/MIAMI
 LB0300  USGS QUAD   -  MIAMI (1994)
 LB0300
 LB0300                         *CURRENT SURVEY CONTROL
 LB0300  ___________________________________________________________________
 LB0300* NAD 83(1986)-  40 34 50.     (N)    086 02 28.     (W)     SCALED    
 LB0300* NAVD 88     -       259.325  (meters)     850.80   (feet)  ADJUSTED  
 LB0300  ___________________________________________________________________
 LB0300  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 LB0300  DYNAMIC HT  -         259.195 (meters)     850.38  (feet)  COMP
 LB0300  MODELED GRAV-     980,115.3   (mgal)                       NAVD 88
 LB0300
 LB0300  VERT ORDER  -  SECOND    CLASS 0
 LB0300
 LB0300.The horizontal coordinates were scaled from a topographic map and have
 LB0300.an estimated accuracy of +/- 6 seconds.
 LB0300
 LB0300.The orthometric height was determined by differential leveling
 LB0300.and adjusted by the National Geodetic Survey in June 1991..
 LB0300
 LB0300.The geoid height was determined by GEOID03.
 LB0300
 LB0300.The dynamic height is computed by dividing the NAVD 88
 LB0300.geopotential number by the normal gravity value computed on the
 LB0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0300.degrees latitude (g = 980.6199 gals.).
 LB0300
 LB0300.The modeled gravity was interpolated from observed gravity values.
 LB0300
 LB0300;                    North         East    Units  Estimated Accuracy
 LB0300;SPC IN E     -   592,050.       68,300.      MT  (+/- 180 meters Scaled)
 LB0300
 LB0300                          SUPERSEDED SURVEY CONTROL
 LB0300
 LB0300  NGVD 29 (??/??/92)  259.449  (m)          851.21   (f) ADJ UNCH    2 0
 LB0300
 LB0300.Superseded values are not recommended for survey control.
 LB0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0300.See file dsdata.txt to determine how the superseded data were derived.
 LB0300
 LB0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK811926(NAD 83)
 LB0300_MARKER: DB = BENCH MARK DISK
 LB0300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0300_SP_SET: BUILDING
 LB0300_STAMPING: D 191 1946
 LB0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0300
 LB0300  HISTORY     - Date     Condition        Report By
 LB0300  HISTORY     - 1946     MONUMENTED       CGS
 LB0300
 LB0300                          STATION DESCRIPTION
 LB0300
 LB0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0300'AT WAWPECONG.
 LB0300'AT WAWPECONG, SET VERTICALLY IN THE SOUTH FACE OF THE BRICK WALL
 LB0300'OF THE UNITED BRETHREN CHURCH, 1 FOOT EAST OF THE SOUTHWEST
 LB0300'CORNER, AND 2.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1816 ***********************************************************************
 LA1816  DESIGNATION -  D 192
 LA1816  PID         -  LA1816
 LA1816  STATE/COUNTY-  IN/MIAMI
 LA1816  USGS QUAD   -  AMBOY (1994)
 LA1816
 LA1816                         *CURRENT SURVEY CONTROL
 LA1816  ___________________________________________________________________
 LA1816* NAD 83(1986)-  40 36 51.     (N)    085 57 54.     (W)     SCALED    
 LA1816* NAVD 88     -       250.867  (meters)     823.05   (feet)  ADJUSTED  
 LA1816  ___________________________________________________________________
 LA1816  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 LA1816  DYNAMIC HT  -         250.742 (meters)     822.64  (feet)  COMP
 LA1816  MODELED GRAV-     980,119.3   (mgal)                       NAVD 88
 LA1816
 LA1816  VERT ORDER  -  SECOND    CLASS 0
 LA1816
 LA1816.The horizontal coordinates were scaled from a topographic map and have
 LA1816.an estimated accuracy of +/- 6 seconds.
 LA1816
 LA1816.The orthometric height was determined by differential leveling
 LA1816.and adjusted by the National Geodetic Survey in June 1991..
 LA1816
 LA1816.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1816.See file dsdata.txt to determine how the superseded data were derived.
 LA1816
 LA1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK875964(NAD 83)
 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_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 = OCTOBER  6, 2006
 LA1486 ***********************************************************************
 LA1486  DESIGNATION -  D 194
 LA1486  PID         -  LA1486
 LA1486  STATE/COUNTY-  IN/MADISON
 LA1486  USGS QUAD   -  FRANKTON (1994)
 LA1486
 LA1486                         *CURRENT SURVEY CONTROL
 LA1486  ___________________________________________________________________
 LA1486* NAD 83(1986)-  40 10 40.     (N)    085 50 38.     (W)     SCALED    
 LA1486* NAVD 88     -       254.730  (meters)     835.73   (feet)  ADJUSTED  
 LA1486  ___________________________________________________________________
 LA1486  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 LA1486  DYNAMIC HT  -         254.593 (meters)     835.28  (feet)  COMP
 LA1486  MODELED GRAV-     980,083.4   (mgal)                       NAVD 88
 LA1486
 LA1486  VERT ORDER  -  SECOND    CLASS 0
 LA1486
 LA1486.The horizontal coordinates were scaled from a topographic map and have
 LA1486.an estimated accuracy of +/- 6 seconds.
 LA1486
 LA1486.The orthometric height was determined by differential leveling
 LA1486.and adjusted by the National Geodetic Survey in June 1991..
 LA1486
 LA1486.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1486.See file dsdata.txt to determine how the superseded data were derived.
 LA1486
 LA1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK984481(NAD 83)
 LA1486_MARKER: DB = BENCH MARK DISK
 LA1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1486_STAMPING: D 194 1946
 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 = OCTOBER  6, 2006
 LA1359 ***********************************************************************
 LA1359  DESIGNATION -  D 195
 LA1359  PID         -  LA1359
 LA1359  STATE/COUNTY-  IN/MADISON
 LA1359  USGS QUAD   -  ELWOOD (1994)
 LA1359
 LA1359                         *CURRENT SURVEY CONTROL
 LA1359  ___________________________________________________________________
 LA1359* NAD 83(1986)-  40 19 14.     (N)    085 47 09.     (W)     SCALED    
 LA1359* NAVD 88     -       264.745  (meters)     868.58   (feet)  ADJUSTED  
 LA1359  ___________________________________________________________________
 LA1359  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 LA1359  DYNAMIC HT  -         264.606 (meters)     868.13  (feet)  COMP
 LA1359  MODELED GRAV-     980,094.0   (mgal)                       NAVD 88
 LA1359
 LA1359  VERT ORDER  -  SECOND    CLASS 0
 LA1359
 LA1359.The horizontal coordinates were scaled from a topographic map and have
 LA1359.an estimated accuracy of +/- 6 seconds.
 LA1359
 LA1359.The orthometric height was determined by differential leveling
 LA1359.and adjusted by the National Geodetic Survey in June 1991..
 LA1359
 LA1359.The geoid height was determined by GEOID03.
 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     -   563,120.       89,870.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1359.See file dsdata.txt to determine how the superseded data were derived.
 LA1359
 LA1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK031640(NAD 83)
 LA1359_MARKER: DB = BENCH MARK DISK
 LA1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1359_STAMPING: D 195 1946
 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 = OCTOBER  6, 2006
 MD0888 ***********************************************************************
 MD0888  DESIGNATION -  D 196
 MD0888  PID         -  MD0888
 MD0888  STATE/COUNTY-  IN/WHITLEY
 MD0888  USGS QUAD   -  COLUMBIA CITY (1981)
 MD0888
 MD0888                         *CURRENT SURVEY CONTROL
 MD0888  ___________________________________________________________________
 MD0888* NAD 83(1986)-  41 10 38.     (N)    085 28 32.     (W)     SCALED    
 MD0888* NAVD 88     -       255.574  (meters)     838.50   (feet)  ADJUSTED  
 MD0888  ___________________________________________________________________
 MD0888  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MD0888  DYNAMIC HT  -         255.475 (meters)     838.17  (feet)  COMP
 MD0888  MODELED GRAV-     980,232.0   (mgal)                       NAVD 88
 MD0888
 MD0888  VERT ORDER  -  SECOND    CLASS 0
 MD0888
 MD0888.The horizontal coordinates were scaled from a topographic map and have
 MD0888.an estimated accuracy of +/- 6 seconds.
 MD0888
 MD0888.The orthometric height was determined by differential leveling
 MD0888.and adjusted by the National Geodetic Survey in June 1991..
 MD0888
 MD0888.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0888.See file dsdata.txt to determine how the superseded data were derived.
 MD0888
 MD0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL278595(NAD 83)
 MD0888_MARKER: DB = BENCH MARK DISK
 MD0888_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0888_SP_SET: ABUTMENT
 MD0888_STAMPING: D 196 1946
 MD0888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0888
 MD0888  HISTORY     - Date     Condition        Report By
 MD0888  HISTORY     - 1946     MONUMENTED       CGS
 MD0888  HISTORY     - 1962     GOOD             NGS
 MD0888  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0888
 MD0888                          STATION DESCRIPTION
 MD0888
 MD0888'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0836 ***********************************************************************
 MD0836  DESIGNATION -  D 197
 MD0836  PID         -  MD0836
 MD0836  STATE/COUNTY-  IN/ALLEN
 MD0836  USGS QUAD   -  CHURUBUSCO (1965)
 MD0836
 MD0836                         *CURRENT SURVEY CONTROL
 MD0836  ___________________________________________________________________
 MD0836* NAD 83(1986)-  41 11 29.     (N)    085 15 15.     (W)     SCALED    
 MD0836* NAVD 88     -       254.921  (meters)     836.35   (feet)  ADJUSTED  
 MD0836  ___________________________________________________________________
 MD0836  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 MD0836  DYNAMIC HT  -         254.825 (meters)     836.04  (feet)  COMP
 MD0836  MODELED GRAV-     980,240.5   (mgal)                       NAVD 88
 MD0836
 MD0836  VERT ORDER  -  SECOND    CLASS 0
 MD0836
 MD0836.The horizontal coordinates were scaled from a topographic map and have
 MD0836.an estimated accuracy of +/- 6 seconds.
 MD0836
 MD0836.The orthometric height was determined by differential leveling
 MD0836.and adjusted by the National Geodetic Survey in June 1991..
 MD0836
 MD0836.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0836.See file dsdata.txt to determine how the superseded data were derived.
 MD0836
 MD0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL464614(NAD 83)
 MD0836_MARKER: DB = BENCH MARK DISK
 MD0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0836_STAMPING: D 197 1946
 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             NGS
 MD0836  HISTORY     - 1969     GOOD             INHD
 MD0836
 MD0836                          STATION DESCRIPTION
 MD0836
 MD0836'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0930 ***********************************************************************
 MD0930  DESIGNATION -  D 198
 MD0930  PID         -  MD0930
 MD0930  STATE/COUNTY-  IN/DE KALB
 MD0930  USGS QUAD   -  AUBURN (1981)
 MD0930
 MD0930                         *CURRENT SURVEY CONTROL
 MD0930  ___________________________________________________________________
 MD0930* NAD 83(1986)-  41 21 25.     (N)    085 03 24.     (W)     SCALED    
 MD0930* NAVD 88     -       263.903  (meters)     865.82   (feet)  ADJUSTED  
 MD0930  ___________________________________________________________________
 MD0930  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 MD0930  DYNAMIC HT  -         263.797 (meters)     865.47  (feet)  COMP
 MD0930  MODELED GRAV-     980,213.4   (mgal)                       NAVD 88
 MD0930
 MD0930  VERT ORDER  -  SECOND    CLASS 0
 MD0930
 MD0930.The horizontal coordinates were scaled from a topographic map and have
 MD0930.an estimated accuracy of +/- 6 seconds.
 MD0930
 MD0930.The orthometric height was determined by differential leveling
 MD0930.and adjusted by the National Geodetic Survey in June 1991..
 MD0930
 MD0930.The geoid height was determined by GEOID03.
 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     -   678,380.      151,040.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0930.See file dsdata.txt to determine how the superseded data were derived.
 MD0930
 MD0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL625802(NAD 83)
 MD0930_MARKER: DB = BENCH MARK DISK
 MD0930_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0930_SP_SET: BUILDING
 MD0930_STAMPING: D-198-1946
 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 = OCTOBER  6, 2006
 MD0361 ***********************************************************************
 MD0361  DESIGNATION -  D 199
 MD0361  PID         -  MD0361
 MD0361  STATE/COUNTY-  IN/DE KALB
 MD0361  USGS QUAD   -  SAINT JOE (1994)
 MD0361
 MD0361                         *CURRENT SURVEY CONTROL
 MD0361  ___________________________________________________________________
 MD0361* NAD 83(1997)-  41 17 51.93282(N)    084 54 21.62845(W)     ADJUSTED  
 MD0361* NAVD 88     -       246.927  (meters)     810.13   (feet)  ADJUSTED  
 MD0361  ___________________________________________________________________
 MD0361  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 MD0361  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 MD0361  DYNAMIC HT  -         246.829 (meters)     809.80  (feet)  COMP
 MD0361  MODELED GRAV-     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
 MD0361.and adjusted by the National Geodetic Survey in June 1991..
 MD0361
 MD0361.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0361
 MD0361.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996650  x   1.00001660  =   0.99998310
 MD0361!UTM  16      -   0.99996650  x   0.99997828  =   0.99994478
 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
 MD0361.Superseded values are not recommended for survey control.
 MD0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0361.See file dsdata.txt to determine how the superseded data were derived.
 MD0361
 MD0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7531873927(NAD 83)
 MD0361_MARKER: DB = BENCH MARK DISK
 MD0361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0361_SP_SET: CULVERT
 MD0361_STAMPING: D-199-1946
 MD0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0361
 MD0361  HISTORY     - Date     Condition        Report By
 MD0361  HISTORY     - 1947     MONUMENTED       CGS
 MD0361  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MD0361  HISTORY     - 1968     GOOD             INHD
 MD0361
 MD0361                          STATION DESCRIPTION
 MD0361
 MD0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (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 = OCTOBER  6, 2006
 ME0107 ***********************************************************************
 ME0107  DESIGNATION -  D 20
 ME0107  PID         -  ME0107
 ME0107  STATE/COUNTY-  IN/ST JOSEPH
 ME0107  USGS QUAD   -  SOUTH BEND WEST (1986)
 ME0107
 ME0107                         *CURRENT SURVEY CONTROL
 ME0107  ___________________________________________________________________
 ME0107* NAD 83(1986)-  41 40 22.     (N)    086 16 24.     (W)     SCALED    
 ME0107* NAVD 88     -       219.197  (meters)     719.15   (feet)  ADJUSTED  
 ME0107  ___________________________________________________________________
 ME0107  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME0107  DYNAMIC HT  -         219.113 (meters)     718.87  (feet)  COMP
 ME0107  MODELED GRAV-     980,233.2   (mgal)                       NAVD 88
 ME0107
 ME0107  VERT ORDER  -  SECOND    CLASS 0
 ME0107
 ME0107.The horizontal coordinates were scaled from a topographic map and have
 ME0107.an estimated accuracy of +/- 6 seconds.
 ME0107
 ME0107.The orthometric height was determined by differential leveling
 ME0107.and adjusted by the National Geodetic Survey in June 1991..
 ME0107
 ME0107.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0107.See file dsdata.txt to determine how the superseded data were derived.
 ME0107
 ME0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM604137(NAD 83)
 ME0107_MARKER: DB = BENCH MARK DISK
 ME0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0107_STAMPING: D 20 1934
 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   NGS
 ME0107
 ME0107                          STATION DESCRIPTION
 ME0107
 ME0107'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1987 ***********************************************************************
 MD1987  DESIGNATION -  D 200 RESET
 MD1987  PID         -  MD1987
 MD1987  STATE/COUNTY-  IN/ALLEN
 MD1987  USGS QUAD   -  CEDARVILLE (1981)
 MD1987
 MD1987                         *CURRENT SURVEY CONTROL
 MD1987  ___________________________________________________________________
 MD1987* NAD 83(1986)-  41 08 19.     (N)    085 00 03.     (W)     SCALED    
 MD1987* NAVD 88     -       237.66   (meters)     779.7    (feet)  RESET     
 MD1987  ___________________________________________________________________
 MD1987  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 MD1987
 MD1987  VERT ORDER  -  THIRD
 MD1987
 MD1987.The horizontal coordinates were scaled from a topographic map and have
 MD1987.an estimated accuracy of +/- 6 seconds.
 MD1987
 MD1987.The orthometric height was computed from unverified reset data.
 MD1987
 MD1987.The geoid height was determined by GEOID03.
 MD1987
 MD1987;                    North         East    Units  Estimated Accuracy
 MD1987;SPC IN E     -   654,170.      155,900.      MT  (+/- 180 meters Scaled)
 MD1987
 MD1987                          SUPERSEDED SURVEY CONTROL
 MD1987
 MD1987  NGVD 29 (04/16/04)  237.82   (m)          780.2    (f) RESET       3  
 MD1987
 MD1987.Superseded values are not recommended for survey control.
 MD1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1987.See file dsdata.txt to determine how the superseded data were derived.
 MD1987
 MD1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL677560(NAD 83)
 MD1987_MARKER: DV = VERTICAL CONTROL DISK
 MD1987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1987_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 MD0487 ***********************************************************************
 MD0487  DESIGNATION -  D 201
 MD0487  PID         -  MD0487
 MD0487  STATE/COUNTY-  IN/DE KALB
 MD0487  USGS QUAD   -  HICKSVILLE (1979)
 MD0487
 MD0487                         *CURRENT SURVEY CONTROL
 MD0487  ___________________________________________________________________
 MD0487* NAD 83(1986)-  41 17 03.     (N)    084 52 00.     (W)     SCALED    
 MD0487* NAVD 88     -       256.949  (meters)     843.01   (feet)  ADJUSTED  
 MD0487  ___________________________________________________________________
 MD0487  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MD0487  DYNAMIC HT  -         256.847 (meters)     842.67  (feet)  COMP
 MD0487  MODELED GRAV-     980,219.8   (mgal)                       NAVD 88
 MD0487
 MD0487  VERT ORDER  -  SECOND    CLASS 0
 MD0487
 MD0487.The horizontal coordinates were scaled from a topographic map and have
 MD0487.an estimated accuracy of +/- 6 seconds.
 MD0487
 MD0487.The orthometric height was determined by differential leveling
 MD0487.and adjusted by the National Geodetic Survey in June 1991..
 MD0487
 MD0487.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0487.See file dsdata.txt to determine how the superseded data were derived.
 MD0487
 MD0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL786724(NAD 83)
 MD0487_MARKER: DB = BENCH MARK DISK
 MD0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0487_SP_SET: 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             NGS
 MD0487
 MD0487                          STATION DESCRIPTION
 MD0487
 MD0487'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0638 ***********************************************************************
 MD0638  DESIGNATION -  D 202
 MD0638  PID         -  MD0638
 MD0638  STATE/COUNTY-  IN/ALLEN
 MD0638  USGS QUAD   -  FORT WAYNE WEST (1981)
 MD0638
 MD0638                         *CURRENT SURVEY CONTROL
 MD0638  ___________________________________________________________________
 MD0638* NAD 83(1986)-  41 04 39.     (N)    085 08 59.     (W)     SCALED    
 MD0638* NAVD 88     -       234.757  (meters)     770.20   (feet)  ADJUSTED  
 MD0638  ___________________________________________________________________
 MD0638  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MD0638  DYNAMIC HT  -         234.665 (meters)     769.90  (feet)  COMP
 MD0638  MODELED GRAV-     980,225.1   (mgal)                       NAVD 88
 MD0638
 MD0638  VERT ORDER  -  FIRST     CLASS I
 MD0638
 MD0638.The horizontal coordinates were scaled from a topographic map and have
 MD0638.an estimated accuracy of +/- 6 seconds.
 MD0638
 MD0638.The orthometric height was determined by differential leveling
 MD0638.and adjusted by the National Geodetic Survey in June 1991..
 MD0638
 MD0638.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0638.See file dsdata.txt to determine how the superseded data were derived.
 MD0638
 MD0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL554490(NAD 83)
 MD0638_MARKER: DB = BENCH MARK DISK
 MD0638_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0638_SP_SET: FLAGPOLE CONCRETE BASE
 MD0638_STAMPING: D 202 1946
 MD0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0638
 MD0638  HISTORY     - Date     Condition        Report By
 MD0638  HISTORY     - 1946     MONUMENTED       CGS
 MD0638  HISTORY     - 1968     GOOD             NGS
 MD0638  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0638
 MD0638                          STATION DESCRIPTION
 MD0638
 MD0638'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1774 ***********************************************************************
 LA1774  DESIGNATION -  D 203
 LA1774  PID         -  LA1774
 LA1774  STATE/COUNTY-  IN/GRANT
 LA1774  USGS QUAD   -  VAN BUREN (1992)
 LA1774
 LA1774                         *CURRENT SURVEY CONTROL
 LA1774  ___________________________________________________________________
 LA1774* NAD 83(1986)-  40 31 25.     (N)    085 30 09.     (W)     SCALED    
 LA1774* NAVD 88     -       274.605  (meters)     900.93   (feet)  ADJUSTED  
 LA1774  ___________________________________________________________________
 LA1774  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 LA1774  DYNAMIC HT  -         274.464 (meters)     900.47  (feet)  COMP
 LA1774  MODELED GRAV-     980,105.8   (mgal)                       NAVD 88
 LA1774
 LA1774  VERT ORDER  -  SECOND    CLASS 0
 LA1774
 LA1774.The horizontal coordinates were scaled from a topographic map and have
 LA1774.an estimated accuracy of +/- 6 seconds.
 LA1774
 LA1774.The orthometric height was determined by differential leveling
 LA1774.and adjusted by the National Geodetic Survey in June 1991..
 LA1774
 LA1774.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1774.See file dsdata.txt to determine how the superseded data were derived.
 LA1774
 LA1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK268869(NAD 83)
 LA1774_MARKER: DB = BENCH MARK DISK
 LA1774_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1774_SP_SET: CULVERT
 LA1774_STAMPING: D 203 1946
 LA1774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1728 ***********************************************************************
 LA1728  DESIGNATION -  D 204
 LA1728  PID         -  LA1728
 LA1728  STATE/COUNTY-  IN/GRANT
 LA1728  USGS QUAD   -  MARION (1992)
 LA1728
 LA1728                         *CURRENT SURVEY CONTROL
 LA1728  ___________________________________________________________________
 LA1728* NAD 83(1986)-  40 36 49.     (N)    085 38 38.     (W)     SCALED    
 LA1728* NAVD 88     -       264.825  (meters)     868.85   (feet)  ADJUSTED  
 LA1728  ___________________________________________________________________
 LA1728  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 LA1728  DYNAMIC HT  -         264.693 (meters)     868.41  (feet)  COMP
 LA1728  MODELED GRAV-     980,117.4   (mgal)                       NAVD 88
 LA1728
 LA1728  VERT ORDER  -  SECOND    CLASS 0
 LA1728
 LA1728.The horizontal coordinates were scaled from a topographic map and have
 LA1728.an estimated accuracy of +/- 6 seconds.
 LA1728
 LA1728.The orthometric height was determined by differential leveling
 LA1728.and adjusted by the National Geodetic Survey in June 1991..
 LA1728
 LA1728.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1728.See file dsdata.txt to determine how the superseded data were derived.
 LA1728
 LA1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK147967(NAD 83)
 LA1728_MARKER: DB = BENCH MARK DISK
 LA1728_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1728_SP_SET: CULVERT
 LA1728_STAMPING: D 204 1946
 LA1728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1728+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2006
 LA1728
 LA1728  HISTORY     - Date     Condition        Report By
 LA1728  HISTORY     - 1946     MONUMENTED       CGS
 LA1728  HISTORY     - 20060228 GOOD             HANPRO
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1395 ***********************************************************************
 LA1395  DESIGNATION -  D 205
 LA1395  PID         -  LA1395
 LA1395  STATE/COUNTY-  IN/TIPTON
 LA1395  USGS QUAD   -  WINDFALL (1960)
 LA1395
 LA1395                         *CURRENT SURVEY CONTROL
 LA1395  ___________________________________________________________________
 LA1395* NAD 83(1986)-  40 15 41.     (N)    085 58 33.     (W)     SCALED    
 LA1395* NAVD 88     -       262.770  (meters)     862.10   (feet)  ADJUSTED  
 LA1395  ___________________________________________________________________
 LA1395  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LA1395  DYNAMIC HT  -         262.629 (meters)     861.64  (feet)  COMP
 LA1395  MODELED GRAV-     980,084.3   (mgal)                       NAVD 88
 LA1395
 LA1395  VERT ORDER  -  SECOND    CLASS 0
 LA1395
 LA1395.The horizontal coordinates were scaled from a topographic map and have
 LA1395.an estimated accuracy of +/- 6 seconds.
 LA1395
 LA1395.The orthometric height was determined by differential leveling
 LA1395.and adjusted by the National Geodetic Survey in June 1991..
 LA1395
 LA1395.The geoid height was determined by GEOID03.
 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     -   556,590.       73,700.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1395.See file dsdata.txt to determine how the superseded data were derived.
 LA1395
 LA1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK870572(NAD 83)
 LA1395_MARKER: DB = BENCH MARK DISK
 LA1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1395_STAMPING: D 205 1946
 LA1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1395+STABILITY: SURFACE MOTION
 LA1395
 LA1395  HISTORY     - Date     Condition        Report By
 LA1395  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0281 ***********************************************************************
 ME0281  DESIGNATION -  D 206
 ME0281  PID         -  ME0281
 ME0281  STATE/COUNTY-  IN/MARSHALL
 ME0281  USGS QUAD   -  DONALDSON (1972)
 ME0281
 ME0281                         *CURRENT SURVEY CONTROL
 ME0281  ___________________________________________________________________
 ME0281* NAD 83(1986)-  41 21 12.     (N)    086 24 02.     (W)     SCALED    
 ME0281* NAVD 88     -       253.422  (meters)     831.44   (feet)  ADJUSTED  
 ME0281  ___________________________________________________________________
 ME0281  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0281  DYNAMIC HT  -         253.317 (meters)     831.09  (feet)  COMP
 ME0281  MODELED GRAV-     980,205.9   (mgal)                       NAVD 88
 ME0281
 ME0281  VERT ORDER  -  FIRST     CLASS I
 ME0281
 ME0281.The horizontal coordinates were scaled from a topographic map and have
 ME0281.an estimated accuracy of +/- 6 seconds.
 ME0281
 ME0281.The orthometric height was determined by differential leveling
 ME0281.and adjusted by the National Geodetic Survey in June 1991..
 ME0281
 ME0281.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0281
 ME0281  NGVD 29 (01/19/93)  253.536  (m)          831.81   (f) ADJUSTED    1 1
 ME0281
 ME0281.Superseded values are not recommended for survey control.
 ME0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0281.See file dsdata.txt to determine how the superseded data were derived.
 ME0281
 ME0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL501781(NAD 83)
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 LB0513 ***********************************************************************
 LB0513  DESIGNATION -  D 207
 LB0513  PID         -  LB0513
 LB0513  STATE/COUNTY-  IN/TIPTON
 LB0513  USGS QUAD   -  TIPTON (1980)
 LB0513
 LB0513                         *CURRENT SURVEY CONTROL
 LB0513  ___________________________________________________________________
 LB0513* NAD 83(1986)-  40 16 31.     (N)    086 05 16.     (W)     SCALED    
 LB0513* NAVD 88     -       268.137  (meters)     879.71   (feet)  ADJUSTED  
 LB0513  ___________________________________________________________________
 LB0513  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 LB0513  DYNAMIC HT  -         267.992 (meters)     879.24  (feet)  COMP
 LB0513  MODELED GRAV-     980,077.0   (mgal)                       NAVD 88
 LB0513
 LB0513  VERT ORDER  -  SECOND    CLASS 0
 LB0513
 LB0513.The horizontal coordinates were scaled from a topographic map and have
 LB0513.an estimated accuracy of +/- 6 seconds.
 LB0513
 LB0513.The orthometric height was determined by differential leveling
 LB0513.and adjusted by the National Geodetic Survey in June 1991..
 LB0513
 LB0513.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0513.See file dsdata.txt to determine how the superseded data were derived.
 LB0513
 LB0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK775587(NAD 83)
 LB0513_MARKER: DB = BENCH MARK DISK
 LB0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0513_STAMPING: D 207 1946
 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 = OCTOBER  6, 2006
 LB0461 ***********************************************************************
 LB0461  DESIGNATION -  D 208
 LB0461  PID         -  LB0461
 LB0461  STATE/COUNTY-  IN/TIPTON
 LB0461  USGS QUAD   -  KOKOMO WEST (1992)
 LB0461
 LB0461                         *CURRENT SURVEY CONTROL
 LB0461  ___________________________________________________________________
 LB0461* NAD 83(1986)-  40 22 55.     (N)    086 11 01.     (W)     SCALED    
 LB0461* NAVD 88     -       271.266  (meters)     889.98   (feet)  ADJUSTED  
 LB0461  ___________________________________________________________________
 LB0461  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LB0461  DYNAMIC HT  -         271.121 (meters)     889.50  (feet)  COMP
 LB0461  MODELED GRAV-     980,086.0   (mgal)                       NAVD 88
 LB0461
 LB0461  VERT ORDER  -  SECOND    CLASS 0
 LB0461
 LB0461.The horizontal coordinates were scaled from a topographic map and have
 LB0461.an estimated accuracy of +/- 6 seconds.
 LB0461
 LB0461.The orthometric height was determined by differential leveling
 LB0461.and adjusted by the National Geodetic Survey in June 1991..
 LB0461
 LB0461.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0461.See file dsdata.txt to determine how the superseded data were derived.
 LB0461
 LB0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK692704(NAD 83)
 LB0461_MARKER: DB = BENCH MARK DISK
 LB0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0461_STAMPING: D 208 1946
 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 = OCTOBER  6, 2006
 LA1443 ***********************************************************************
 LA1443  DESIGNATION -  D 209
 LA1443  PID         -  LA1443
 LA1443  STATE/COUNTY-  IN/HAMILTON
 LA1443  USGS QUAD   -  RIVERWOOD (1994)
 LA1443
 LA1443                         *CURRENT SURVEY CONTROL
 LA1443  ___________________________________________________________________
 LA1443* NAD 83(1986)-  40 03 20.     (N)    085 54 35.     (W)     SCALED    
 LA1443* NAVD 88     -       250.482  (meters)     821.79   (feet)  ADJUSTED  
 LA1443  ___________________________________________________________________
 LA1443  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 LA1443  DYNAMIC HT  -         250.345 (meters)     821.34  (feet)  COMP
 LA1443  MODELED GRAV-     980,076.3   (mgal)                       NAVD 88
 LA1443
 LA1443  VERT ORDER  -  SECOND    CLASS 0
 LA1443
 LA1443.The horizontal coordinates were scaled from a topographic map and have
 LA1443.an estimated accuracy of +/- 6 seconds.
 LA1443
 LA1443.The orthometric height was determined by differential leveling
 LA1443.and adjusted by the National Geodetic Survey in June 1991..
 LA1443
 LA1443.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1443.See file dsdata.txt to determine how the superseded data were derived.
 LA1443
 LA1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK929344(NAD 83)
 LA1443_MARKER: DB = BENCH MARK DISK
 LA1443_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1443_SP_SET: FOUNDATION
 LA1443_STAMPING: D 209 1946
 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 = OCTOBER  6, 2006
 MD0746 ***********************************************************************
 MD0746  DESIGNATION -  D 21
 MD0746  PID         -  MD0746
 MD0746  STATE/COUNTY-  IN/NOBLE
 MD0746  USGS QUAD   -  ALBION (1973)
 MD0746
 MD0746                         *CURRENT SURVEY CONTROL
 MD0746  ___________________________________________________________________
 MD0746* NAD 83(1986)-  41 27 10.     (N)    085 23 57.     (W)     SCALED    
 MD0746* NAVD 88     -       289.857  (meters)     950.97   (feet)  ADJUSTED  
 MD0746  ___________________________________________________________________
 MD0746  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 MD0746  DYNAMIC HT  -         289.738 (meters)     950.58  (feet)  COMP
 MD0746  MODELED GRAV-     980,207.7   (mgal)                       NAVD 88
 MD0746
 MD0746  VERT ORDER  -  SECOND    CLASS 0
 MD0746
 MD0746.The horizontal coordinates were scaled from a topographic map and have
 MD0746.an estimated accuracy of +/- 6 seconds.
 MD0746
 MD0746.The orthometric height was determined by differential leveling
 MD0746.and adjusted by the National Geodetic Survey in June 1991..
 MD0746.WARNING-Repeat measurements at this control monument indicate possible
 MD0746.vertical movement.
 MD0746
 MD0746.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0746.See file dsdata.txt to determine how the superseded data were derived.
 MD0746
 MD0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL337902(NAD 83)
 MD0746_MARKER: DB = BENCH MARK DISK
 MD0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0746_STAMPING: D 21 1934
 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             NGS
 MD0746
 MD0746                          STATION DESCRIPTION
 MD0746
 MD0746'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0479 ***********************************************************************
 LB0479  DESIGNATION -  D 210
 LB0479  PID         -  LB0479
 LB0479  STATE/COUNTY-  IN/HAMILTON
 LB0479  USGS QUAD   -  SHERIDAN (1992)
 LB0479
 LB0479                         *CURRENT SURVEY CONTROL
 LB0479  ___________________________________________________________________
 LB0479* NAD 83(1986)-  40 09 40.     (N)    086 14 31.     (W)     SCALED    
 LB0479* NAVD 88     -       288.455  (meters)     946.37   (feet)  ADJUSTED  
 LB0479  ___________________________________________________________________
 LB0479  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 LB0479  DYNAMIC HT  -         288.295 (meters)     945.85  (feet)  COMP
 LB0479  MODELED GRAV-     980,064.8   (mgal)                       NAVD 88
 LB0479
 LB0479  VERT ORDER  -  SECOND    CLASS 0
 LB0479
 LB0479.The horizontal coordinates were scaled from a topographic map and have
 LB0479.an estimated accuracy of +/- 6 seconds.
 LB0479
 LB0479.The orthometric height was determined by differential leveling
 LB0479.and adjusted by the National Geodetic Survey in June 1991..
 LB0479
 LB0479.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0479.See file dsdata.txt to determine how the superseded data were derived.
 LB0479
 LB0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK645459(NAD 83)
 LB0479_MARKER: DB = BENCH MARK DISK
 LB0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0479_SP_SET: 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             NGS
 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 NATIONAL GEODETIC SURVEY 1961
 LB0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0549 ***********************************************************************
 LB0549  DESIGNATION -  D 212
 LB0549  PID         -  LB0549
 LB0549  STATE/COUNTY-  IN/HAMILTON
 LB0549  USGS QUAD   -  SHERIDAN (1992)
 LB0549
 LB0549                         *CURRENT SURVEY CONTROL
 LB0549  ___________________________________________________________________
 LB0549* NAD 83(1986)-  40 07 48.     (N)    086 12 14.     (W)     SCALED    
 LB0549* NAVD 88     -       292.030  (meters)     958.10   (feet)  ADJUSTED  
 LB0549  ___________________________________________________________________
 LB0549  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 LB0549  DYNAMIC HT  -         291.868 (meters)     957.57  (feet)  COMP
 LB0549  MODELED GRAV-     980,063.1   (mgal)                       NAVD 88
 LB0549
 LB0549  VERT ORDER  -  SECOND    CLASS 0
 LB0549
 LB0549.The horizontal coordinates were scaled from a topographic map and have
 LB0549.an estimated accuracy of +/- 6 seconds.
 LB0549
 LB0549.The orthometric height was determined by differential leveling
 LB0549.and adjusted by the National Geodetic Survey in June 1991..
 LB0549
 LB0549.The geoid height was determined by GEOID03.
 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     -   542,090.       54,210.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0549.See file dsdata.txt to determine how the superseded data were derived.
 LB0549
 LB0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK678424(NAD 83)
 LB0549_MARKER: DB = BENCH MARK DISK
 LB0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0549_STAMPING: D 212 1946
 LB0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0549+STABILITY: SURFACE MOTION
 LB0549
 LB0549  HISTORY     - Date     Condition        Report By
 LB0549  HISTORY     - 1946     MONUMENTED       CGS
 LB0549  HISTORY     - 1961     GOOD             NGS
 LB0549  HISTORY     - 20050914 GOOD             INDIV
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0973 ***********************************************************************
 LA0973  DESIGNATION -  D 213
 LA0973  PID         -  LA0973
 LA0973  STATE/COUNTY-  IN/HUNTINGTON
 LA0973  USGS QUAD   -  WARREN (1994)
 LA0973
 LA0973                         *CURRENT SURVEY CONTROL
 LA0973  ___________________________________________________________________
 LA0973* NAD 83(1986)-  40 44 30.     (N)    085 28 10.     (W)     SCALED    
 LA0973* NAVD 88     -       249.897  (meters)     819.87   (feet)  ADJUSTED  
 LA0973  ___________________________________________________________________
 LA0973  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 LA0973  DYNAMIC HT  -         249.775 (meters)     819.47  (feet)  COMP
 LA0973  MODELED GRAV-     980,130.3   (mgal)                       NAVD 88
 LA0973
 LA0973  VERT ORDER  -  SECOND    CLASS 0
 LA0973
 LA0973.The horizontal coordinates were scaled from a topographic map and have
 LA0973.an estimated accuracy of +/- 6 seconds.
 LA0973
 LA0973.The orthometric height was determined by differential leveling
 LA0973.and adjusted by the National Geodetic Survey in June 1991..
 LA0973
 LA0973.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0973.See file dsdata.txt to determine how the superseded data were derived.
 LA0973
 LA0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL292112(NAD 83)
 LA0973_MARKER: DB = BENCH MARK DISK
 LA0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0973_STAMPING: D 213 1947
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1962
 LA0973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0905 ***********************************************************************
 LA0905  DESIGNATION -  D 214
 LA0905  PID         -  LA0905
 LA0905  STATE/COUNTY-  IN/HUNTINGTON
 LA0905  USGS QUAD   -  MARKLE (1973)
 LA0905
 LA0905                         *CURRENT SURVEY CONTROL
 LA0905  ___________________________________________________________________
 LA0905* NAD 83(1986)-  40 46 18.     (N)    085 22 24.     (W)     SCALED    
 LA0905* NAVD 88     -       253.832  (meters)     832.78   (feet)  ADJUSTED  
 LA0905  ___________________________________________________________________
 LA0905  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 LA0905  DYNAMIC HT  -         253.710 (meters)     832.38  (feet)  COMP
 LA0905  MODELED GRAV-     980,136.3   (mgal)                       NAVD 88
 LA0905
 LA0905  VERT ORDER  -  SECOND    CLASS 0
 LA0905
 LA0905.The horizontal coordinates were scaled from a topographic map and have
 LA0905.an estimated accuracy of +/- 6 seconds.
 LA0905
 LA0905.The orthometric height was determined by differential leveling
 LA0905.and adjusted by the National Geodetic Survey in June 1991..
 LA0905
 LA0905.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0905.See file dsdata.txt to determine how the superseded data were derived.
 LA0905
 LA0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL372146(NAD 83)
 LA0905_MARKER: DB = BENCH MARK DISK
 LA0905_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0905_SP_SET: CULVERT
 LA0905_STAMPING: D 214 1947
 LA0905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA0943 ***********************************************************************
 LA0943  DESIGNATION -  D 215
 LA0943  PID         -  LA0943
 LA0943  STATE/COUNTY-  IN/BLACKFORD
 LA0943  USGS QUAD   -  ROLL (1994)
 LA0943
 LA0943                         *CURRENT SURVEY CONTROL
 LA0943  ___________________________________________________________________
 LA0943* NAD 83(1986)-  40 33 09.     (N)    085 25 40.     (W)     SCALED    
 LA0943* NAVD 88     -       266.701  (meters)     875.00   (feet)  ADJUSTED  
 LA0943  ___________________________________________________________________
 LA0943  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 LA0943  DYNAMIC HT  -         266.565 (meters)     874.56  (feet)  COMP
 LA0943  MODELED GRAV-     980,108.6   (mgal)                       NAVD 88
 LA0943
 LA0943  VERT ORDER  -  SECOND    CLASS 0
 LA0943
 LA0943.The horizontal coordinates were scaled from a topographic map and have
 LA0943.an estimated accuracy of +/- 6 seconds.
 LA0943
 LA0943.The orthometric height was determined by differential leveling
 LA0943.and adjusted by the National Geodetic Survey in June 1991..
 LA0943
 LA0943.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0943.See file dsdata.txt to determine how the superseded data were derived.
 LA0943
 LA0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK331902(NAD 83)
 LA0943_MARKER: DB = BENCH MARK DISK
 LA0943_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0943_SP_SET: CULVERT
 LA0943_STAMPING: D 215 1947
 LA0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA0962 ***********************************************************************
 LA0962  DESIGNATION -  D 216
 LA0962  PID         -  LA0962
 LA0962  STATE/COUNTY-  IN/HUNTINGTON
 LA0962  USGS QUAD   -  WARREN (1994)
 LA0962
 LA0962                         *CURRENT SURVEY CONTROL
 LA0962  ___________________________________________________________________
 LA0962* NAD 83(1986)-  40 39 33.     (N)    085 24 11.     (W)     SCALED    
 LA0962* NAVD 88     -       255.541  (meters)     838.39   (feet)  ADJUSTED  
 LA0962  ___________________________________________________________________
 LA0962  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 LA0962  DYNAMIC HT  -         255.414 (meters)     837.97  (feet)  COMP
 LA0962  MODELED GRAV-     980,120.5   (mgal)                       NAVD 88
 LA0962
 LA0962  VERT ORDER  -  SECOND    CLASS 0
 LA0962
 LA0962.The horizontal coordinates were scaled from a topographic map and have
 LA0962.an estimated accuracy of +/- 6 seconds.
 LA0962
 LA0962.The orthometric height was determined by differential leveling
 LA0962.and adjusted by the National Geodetic Survey in June 1991..
 LA0962
 LA0962.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0962.See file dsdata.txt to determine how the superseded data were derived.
 LA0962
 LA0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL349021(NAD 83)
 LA0962_MARKER: DB = BENCH MARK DISK
 LA0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0962_STAMPING: D 216 1947
 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 = OCTOBER  6, 2006
 LA1499 ***********************************************************************
 LA1499  DESIGNATION -  D 217
 LA1499  PID         -  LA1499
 LA1499  STATE/COUNTY-  IN/GRANT
 LA1499  USGS QUAD   -  GAS CITY (1994)
 LA1499
 LA1499                         *CURRENT SURVEY CONTROL
 LA1499  ___________________________________________________________________
 LA1499* NAD 83(1986)-  40 23 24.     (N)    085 34 09.     (W)     SCALED    
 LA1499* NAVD 88     -       268.898  (meters)     882.21   (feet)  ADJUSTED  
 LA1499  ___________________________________________________________________
 LA1499  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 LA1499  DYNAMIC HT  -         268.760 (meters)     881.76  (feet)  COMP
 LA1499  MODELED GRAV-     980,104.5   (mgal)                       NAVD 88
 LA1499
 LA1499  VERT ORDER  -  SECOND    CLASS 0
 LA1499
 LA1499.The horizontal coordinates were scaled from a topographic map and have
 LA1499.an estimated accuracy of +/- 6 seconds.
 LA1499
 LA1499.The orthometric height was determined by differential leveling
 LA1499.and adjusted by the National Geodetic Survey in June 1991..
 LA1499
 LA1499.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1499.See file dsdata.txt to determine how the superseded data were derived.
 LA1499
 LA1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK214720(NAD 83)
 LA1499_MARKER: DB = BENCH MARK DISK
 LA1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1499_STAMPING: D 217 1947
 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 = OCTOBER  6, 2006
 LA1268 ***********************************************************************
 LA1268  DESIGNATION -  D 218 RESET 1954
 LA1268  PID         -  LA1268
 LA1268  STATE/COUNTY-  IN/DELAWARE
 LA1268  USGS QUAD   -  WHEELING (1994)
 LA1268
 LA1268                         *CURRENT SURVEY CONTROL
 LA1268  ___________________________________________________________________
 LA1268* NAD 83(1986)-  40 16 37.     (N)    085 29 05.     (W)     SCALED    
 LA1268* NAVD 88     -       272.45   (meters)     893.9    (feet)  RESET     
 LA1268  ___________________________________________________________________
 LA1268  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 LA1268
 LA1268  VERT ORDER  -  THIRD
 LA1268
 LA1268.The horizontal coordinates were scaled from a topographic map and have
 LA1268.an estimated accuracy of +/- 6 seconds.
 LA1268
 LA1268.The orthometric height was computed from unverified reset data.
 LA1268
 LA1268.The geoid height was determined by GEOID03.
 LA1268
 LA1268;                    North         East    Units  Estimated Accuracy
 LA1268;SPC IN E     -   558,280.      115,470.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1268.See file dsdata.txt to determine how the superseded data were derived.
 LA1268
 LA1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK288595(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1268
 LA1268  HISTORY     - Date     Condition        Report By
 LA1268  HISTORY     - 1954     MONUMENTED       INHD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1225 ***********************************************************************
 LA1225  DESIGNATION -  D 219
 LA1225  PID         -  LA1225
 LA1225  STATE/COUNTY-  IN/DELAWARE
 LA1225  USGS QUAD   -  MUNCIE WEST (1992)
 LA1225
 LA1225                         *CURRENT SURVEY CONTROL
 LA1225  ___________________________________________________________________
 LA1225* NAD 83(1986)-  40 14 53.     (N)    085 25 10.     (W)     SCALED    
 LA1225* NAVD 88     -       283.002  (meters)     928.48   (feet)  ADJUSTED  
 LA1225  ___________________________________________________________________
 LA1225  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 LA1225  DYNAMIC HT  -         282.853 (meters)     927.99  (feet)  COMP
 LA1225  MODELED GRAV-     980,092.7   (mgal)                       NAVD 88
 LA1225
 LA1225  VERT ORDER  -  SECOND    CLASS 0
 LA1225
 LA1225.The horizontal coordinates were scaled from a topographic map and have
 LA1225.an estimated accuracy of +/- 6 seconds.
 LA1225
 LA1225.The orthometric height was determined by differential leveling
 LA1225.and adjusted by the National Geodetic Survey in June 1991..
 LA1225
 LA1225.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1225.See file dsdata.txt to determine how the superseded data were derived.
 LA1225
 LA1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK344564(NAD 83)
 LA1225_MARKER: DB = BENCH MARK DISK
 LA1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1225_STAMPING: D 219 1947
 LA1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1225+STABILITY: SURFACE MOTION
 LA1225
 LA1225  HISTORY     - Date     Condition        Report By
 LA1225  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0615 ***********************************************************************
 MD0615  DESIGNATION -  D 22
 MD0615  PID         -  MD0615
 MD0615  STATE/COUNTY-  IN/STEUBEN
 MD0615  USGS QUAD   -  ASHLEY (1993)
 MD0615
 MD0615                         *CURRENT SURVEY CONTROL
 MD0615  ___________________________________________________________________
 MD0615* NAD 83(1997)-  41 34 29.00986(N)    085 01 02.85296(W)     ADJUSTED  
 MD0615* NAVD 88     -       297.455  (meters)     975.90   (feet)  ADJUSTED  
 MD0615  ___________________________________________________________________
 MD0615  X           -     415,038.109 (meters)                     COMP
 MD0615  Y           -  -4,760,614.812 (meters)                     COMP
 MD0615  Z           -   4,210,559.796 (meters)                     COMP
 MD0615  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 MD0615  ELLIP HEIGHT-         264.22  (meters)          (05/25/99) GPS OBS
 MD0615  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 MD0615  DYNAMIC HT  -         297.342 (meters)     975.53  (feet)  COMP
 MD0615  MODELED GRAV-     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
 MD0615.and adjusted by the National Geodetic Survey in June 1991..
 MD0615
 MD0615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD0615
 MD0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0615
 MD0615.The ellipsoidal height was determined by GPS observations
 MD0615.and is referenced to NAD 83.
 MD0615
 MD0615.The geoid height was determined by GEOID03.
 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;                    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                          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
 MD0615.Superseded values are not recommended for survey control.
 MD0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0615.See file dsdata.txt to determine how the superseded data were derived.
 MD0615
 MD0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6528204458(NAD 83)
 MD0615_MARKER: DB = BENCH MARK DISK
 MD0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0615_SP_SET: CONCRETE POST
 MD0615_STAMPING: D 22 1934
 MD0615_MARK LOGO: CGS   
 MD0615_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0615+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1988
 MD0615
 MD0615  HISTORY     - Date     Condition        Report By
 MD0615  HISTORY     - 1934     MONUMENTED       CGS
 MD0615  HISTORY     - 1960     GOOD             NGS
 MD0615  HISTORY     - 1976     GOOD             LOCENG
 MD0615  HISTORY     - 19880720 GOOD             NGS
 MD0615
 MD0615                          STATION DESCRIPTION
 MD0615
 MD0615'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1080 ***********************************************************************
 LA1080  DESIGNATION -  D 220
 LA1080  PID         -  LA1080
 LA1080  STATE/COUNTY-  IN/BLACKFORD
 LA1080  USGS QUAD   -  HARTFORD CITY EAST (1994)
 LA1080
 LA1080                         *CURRENT SURVEY CONTROL
 LA1080  ___________________________________________________________________
 LA1080* NAD 83(1986)-  40 26 59.     (N)    085 17 51.     (W)     SCALED    
 LA1080* NAVD 88     -       274.420  (meters)     900.33   (feet)  ADJUSTED  
 LA1080  ___________________________________________________________________
 LA1080  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 LA1080  DYNAMIC HT  -         274.280 (meters)     899.87  (feet)  COMP
 LA1080  MODELED GRAV-     980,109.4   (mgal)                       NAVD 88
 LA1080
 LA1080  VERT ORDER  -  SECOND    CLASS 0
 LA1080
 LA1080.The horizontal coordinates were scaled from a topographic map and have
 LA1080.an estimated accuracy of +/- 6 seconds.
 LA1080
 LA1080.The orthometric height was determined by differential leveling
 LA1080.and adjusted by the National Geodetic Survey in June 1991..
 LA1080
 LA1080.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1080.See file dsdata.txt to determine how the superseded data were derived.
 LA1080
 LA1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK443790(NAD 83)
 LA1080_MARKER: DB = BENCH MARK DISK
 LA1080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1080_SP_SET: CULVERT
 LA1080_STAMPING: D 220 1947
 LA1080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1080
 LA1080  HISTORY     - Date     Condition        Report By
 LA1080  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0664 ***********************************************************************
 LA0664  DESIGNATION -  D 221
 LA0664  PID         -  LA0664
 LA0664  STATE/COUNTY-  IN/ADAMS
 LA0664  USGS QUAD   -  DECATUR (1992)
 LA0664
 LA0664                         *CURRENT SURVEY CONTROL
 LA0664  ___________________________________________________________________
 LA0664* NAD 83(1986)-  40 51 50.     (N)    084 56 41.     (W)     SCALED    
 LA0664* NAVD 88     -       240.175  (meters)     787.97   (feet)  ADJUSTED  
 LA0664  ___________________________________________________________________
 LA0664  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 LA0664  DYNAMIC HT  -         240.071 (meters)     787.63  (feet)  COMP
 LA0664  MODELED GRAV-     980,182.2   (mgal)                       NAVD 88
 LA0664
 LA0664  VERT ORDER  -  SECOND    CLASS 0
 LA0664
 LA0664.The horizontal coordinates were scaled from a topographic map and have
 LA0664.an estimated accuracy of +/- 6 seconds.
 LA0664
 LA0664.The orthometric height was determined by differential leveling
 LA0664.and adjusted by the National Geodetic Survey in June 1991..
 LA0664
 LA0664.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0664.See file dsdata.txt to determine how the superseded data were derived.
 LA0664
 LA0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL732256(NAD 83)
 LA0664_MARKER: DB = BENCH MARK DISK
 LA0664_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0664_SP_SET: ABUTMENT
 LA0664_STAMPING: D 221 1947
 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 = OCTOBER  6, 2006
 LA0852 ***********************************************************************
 LA0852  DESIGNATION -  D 222
 LA0852  PID         -  LA0852
 LA0852  STATE/COUNTY-  IN/ALLEN
 LA0852  USGS QUAD   -  POE (1994)
 LA0852
 LA0852                         *CURRENT SURVEY CONTROL
 LA0852  ___________________________________________________________________
 LA0852* NAD 83(1986)-  40 55 56.     (N)    085 06 15.     (W)     SCALED    
 LA0852* NAVD 88     -       239.750  (meters)     786.58   (feet)  ADJUSTED  
 LA0852  ___________________________________________________________________
 LA0852  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 LA0852  DYNAMIC HT  -         239.646 (meters)     786.24  (feet)  COMP
 LA0852  MODELED GRAV-     980,184.8   (mgal)                       NAVD 88
 LA0852
 LA0852  VERT ORDER  -  SECOND    CLASS 0
 LA0852
 LA0852.The horizontal coordinates were scaled from a topographic map and have
 LA0852.an estimated accuracy of +/- 6 seconds.
 LA0852
 LA0852.The orthometric height was determined by differential leveling
 LA0852.and adjusted by the National Geodetic Survey in June 1991..
 LA0852
 LA0852.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0852.See file dsdata.txt to determine how the superseded data were derived.
 LA0852
 LA0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL596329(NAD 83)
 LA0852_MARKER: DB = BENCH MARK DISK
 LA0852_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0852_SP_SET: BRIDGE
 LA0852_STAMPING: D-222-1947
 LA0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0852
 LA0852  HISTORY     - Date     Condition        Report By
 LA0852  HISTORY     - 1947     MONUMENTED       CGS
 LA0852  HISTORY     - 1968     GOOD             NGS
 LA0852
 LA0852                          STATION DESCRIPTION
 LA0852
 LA0852'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0715 ***********************************************************************
 LA0715  DESIGNATION -  D 223
 LA0715  PID         -  LA0715
 LA0715  STATE/COUNTY-  IN/ALLEN
 LA0715  USGS QUAD   -  HOAGLAND (1994)
 LA0715
 LA0715                         *CURRENT SURVEY CONTROL
 LA0715  ___________________________________________________________________
 LA0715* NAD 83(1986)-  40 59 28.     (N)    084 54 41.     (W)     SCALED    
 LA0715* NAVD 88     -       241.007  (meters)     790.70   (feet)  ADJUSTED  
 LA0715  ___________________________________________________________________
 LA0715  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 LA0715  DYNAMIC HT  -         240.907 (meters)     790.38  (feet)  COMP
 LA0715  MODELED GRAV-     980,202.4   (mgal)                       NAVD 88
 LA0715
 LA0715  VERT ORDER  -  SECOND    CLASS 0
 LA0715
 LA0715.The horizontal coordinates were scaled from a topographic map and have
 LA0715.an estimated accuracy of +/- 6 seconds.
 LA0715
 LA0715.The orthometric height was determined by differential leveling
 LA0715.and adjusted by the National Geodetic Survey in June 1991..
 LA0715
 LA0715.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0715.See file dsdata.txt to determine how the superseded data were derived.
 LA0715
 LA0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL756398(NAD 83)
 LA0715_MARKER: DB = BENCH MARK DISK
 LA0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0715_STAMPING: D 223 1947
 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 = OCTOBER  6, 2006
 LA0622 ***********************************************************************
 LA0622  DESIGNATION -  D 224
 LA0622  PID         -  LA0622
 LA0622  STATE/COUNTY-  IN/ADAMS
 LA0622  USGS QUAD   -  DECATUR (1992)
 LA0622
 LA0622                         *CURRENT SURVEY CONTROL
 LA0622  ___________________________________________________________________
 LA0622* NAD 83(1986)-  40 48 17.     (N)    084 56 14.     (W)     SCALED    
 LA0622* NAVD 88     -       243.325  (meters)     798.31   (feet)  ADJUSTED  
 LA0622  ___________________________________________________________________
 LA0622  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 LA0622  DYNAMIC HT  -         243.216 (meters)     797.95  (feet)  COMP
 LA0622  MODELED GRAV-     980,171.6   (mgal)                       NAVD 88
 LA0622
 LA0622  VERT ORDER  -  SECOND    CLASS 0
 LA0622
 LA0622.The horizontal coordinates were scaled from a topographic map and have
 LA0622.an estimated accuracy of +/- 6 seconds.
 LA0622
 LA0622.The orthometric height was determined by differential leveling
 LA0622.and adjusted by the National Geodetic Survey in June 1991..
 LA0622
 LA0622.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0622.See file dsdata.txt to determine how the superseded data were derived.
 LA0622
 LA0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL739191(NAD 83)
 LA0622_MARKER: DB = BENCH MARK DISK
 LA0622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0622_SP_SET: ABUTMENT
 LA0622_STAMPING: D 224 1947
 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 = OCTOBER  6, 2006
 LA0823 ***********************************************************************
 LA0823  DESIGNATION -  D 225
 LA0823  PID         -  LA0823
 LA0823  STATE/COUNTY-  IN/JAY
 LA0823  USGS QUAD   -  PETROLEUM (1962)
 LA0823
 LA0823                         *CURRENT SURVEY CONTROL
 LA0823  ___________________________________________________________________
 LA0823* NAD 83(1986)-  40 30 32.     (N)    085 08 56.     (W)     SCALED    
 LA0823* NAVD 88     -       268.815  (meters)     881.94   (feet)  ADJUSTED  
 LA0823  ___________________________________________________________________
 LA0823  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 LA0823  DYNAMIC HT  -         268.680 (meters)     881.49  (feet)  COMP
 LA0823  MODELED GRAV-     980,117.0   (mgal)                       NAVD 88
 LA0823
 LA0823  VERT ORDER  -  SECOND    CLASS 0
 LA0823
 LA0823.The horizontal coordinates were scaled from a topographic map and have
 LA0823.an estimated accuracy of +/- 6 seconds.
 LA0823
 LA0823.The orthometric height was determined by differential leveling
 LA0823.and adjusted by the National Geodetic Survey in June 1991..
 LA0823
 LA0823.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0823.See file dsdata.txt to determine how the superseded data were derived.
 LA0823
 LA0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK568858(NAD 83)
 LA0823_MARKER: DB = BENCH MARK DISK
 LA0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0823_STAMPING: D 225 1947
 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 = OCTOBER  6, 2006
 LA0644 ***********************************************************************
 LA0644  DESIGNATION -  D 226
 LA0644  PID         -  LA0644
 LA0644  STATE/COUNTY-  IN/ADAMS
 LA0644  USGS QUAD   -  GENEVA (1994)
 LA0644
 LA0644                         *CURRENT SURVEY CONTROL
 LA0644  ___________________________________________________________________
 LA0644* NAD 83(1986)-  40 35 00.     (N)    084 57 37.     (W)     SCALED    
 LA0644* NAVD 88     -       253.859  (meters)     832.87   (feet)  ADJUSTED  
 LA0644  ___________________________________________________________________
 LA0644  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 LA0644  DYNAMIC HT  -         253.738 (meters)     832.47  (feet)  COMP
 LA0644  MODELED GRAV-     980,138.5   (mgal)                       NAVD 88
 LA0644
 LA0644  VERT ORDER  -  SECOND    CLASS 0
 LA0644
 LA0644.The horizontal coordinates were scaled from a topographic map and have
 LA0644.an estimated accuracy of +/- 6 seconds.
 LA0644
 LA0644.The orthometric height was determined by differential leveling
 LA0644.and adjusted by the National Geodetic Survey in June 1991..
 LA0644
 LA0644.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0644.See file dsdata.txt to determine how the superseded data were derived.
 LA0644
 LA0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK726945(NAD 83)
 LA0644_MARKER: DB = BENCH MARK DISK
 LA0644_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0644_SP_SET: ABUTMENT
 LA0644_STAMPING: D 226 1947
 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 = OCTOBER  6, 2006
 LA0544 ***********************************************************************
 LA0544  DESIGNATION -  D 227
 LA0544  PID         -  LA0544
 LA0544  STATE/COUNTY-  IN/JAY
 LA0544  USGS QUAD   -  NEW CORYDON (1994)
 LA0544
 LA0544                         *CURRENT SURVEY CONTROL
 LA0544  ___________________________________________________________________
 LA0544* NAD 83(1986)-  40 32 33.     (N)    084 48 38.     (W)     SCALED    
 LA0544* NAVD 88     -       264.561  (meters)     867.98   (feet)  ADJUSTED  
 LA0544  ___________________________________________________________________
 LA0544  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 LA0544  DYNAMIC HT  -         264.434 (meters)     867.56  (feet)  COMP
 LA0544  MODELED GRAV-     980,139.2   (mgal)                       NAVD 88
 LA0544
 LA0544  VERT ORDER  -  SECOND    CLASS 0
 LA0544
 LA0544.The horizontal coordinates were scaled from a topographic map and have
 LA0544.an estimated accuracy of +/- 6 seconds.
 LA0544
 LA0544.The orthometric height was determined by differential leveling
 LA0544.and adjusted by the National Geodetic Survey in June 1991..
 LA0544
 LA0544.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0544.See file dsdata.txt to determine how the superseded data were derived.
 LA0544
 LA0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK854902(NAD 83)
 LA0544_MARKER: DB = BENCH MARK DISK
 LA0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0544_STAMPING: D 227 1947
 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 = OCTOBER  6, 2006
 LA0545 ***********************************************************************
 LA0545  DESIGNATION -  D 227 RESET 1962
 LA0545  PID         -  LA0545
 LA0545  STATE/COUNTY-  IN/JAY
 LA0545  USGS QUAD   -  NEW CORYDON (1994)
 LA0545
 LA0545                         *CURRENT SURVEY CONTROL
 LA0545  ___________________________________________________________________
 LA0545* NAD 83(1986)-  40 32 33.     (N)    084 48 38.     (W)     SCALED    
 LA0545* NAVD 88     -       264.62   (meters)     868.2    (feet)  RESET     
 LA0545  ___________________________________________________________________
 LA0545  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 LA0545
 LA0545  VERT ORDER  -  THIRD
 LA0545
 LA0545.The horizontal coordinates were scaled from a topographic map and have
 LA0545.an estimated accuracy of +/- 6 seconds.
 LA0545
 LA0545.The orthometric height was computed from unverified reset data.
 LA0545
 LA0545.The geoid height was determined by GEOID03.
 LA0545
 LA0545;                    North         East    Units  Estimated Accuracy
 LA0545;SPC IN E     -   588,110.      172,520.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0545.See file dsdata.txt to determine how the superseded data were derived.
 LA0545
 LA0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK854902(NAD 83)
 LA0545_MARKER: DB = BENCH MARK DISK
 LA0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0545_STAMPING: D 227 1947 RESET 1962
 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   BUTLER
 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 AND SEUFERT INC 2005 (JRC)
 LA0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0439 ***********************************************************************
 LA0439  DESIGNATION -  D 228
 LA0439  PID         -  LA0439
 LA0439  STATE/COUNTY-  IN/RANDOLPH
 LA0439  USGS QUAD   -  UNION CITY (1994)
 LA0439
 LA0439                         *CURRENT SURVEY CONTROL
 LA0439  ___________________________________________________________________
 LA0439* NAD 83(1986)-  40 09 57.     (N)    084 49 34.     (W)     SCALED    
 LA0439* NAVD 88     -       342.596  (meters)    1124.00   (feet)  ADJUSTED  
 LA0439  ___________________________________________________________________
 LA0439  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 LA0439  DYNAMIC HT  -         342.412 (meters)    1123.40  (feet)  COMP
 LA0439  MODELED GRAV-     980,079.1   (mgal)                       NAVD 88
 LA0439
 LA0439  VERT ORDER  -  SECOND    CLASS 0
 LA0439
 LA0439.The horizontal coordinates were scaled from a topographic map and have
 LA0439.an estimated accuracy of +/- 6 seconds.
 LA0439
 LA0439.The orthometric height was determined by differential leveling
 LA0439.and adjusted by the National Geodetic Survey in June 1991..
 LA0439
 LA0439.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0439.See file dsdata.txt to determine how the superseded data were derived.
 LA0439
 LA0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK851484(NAD 83)
 LA0439_MARKER: DB = BENCH MARK DISK
 LA0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0439_STAMPING: D 228 1947
 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 = OCTOBER  6, 2006
 LA0413 ***********************************************************************
 LA0413  DESIGNATION -  D 229
 LA0413  PID         -  LA0413
 LA0413  STATE/COUNTY-  IN/RANDOLPH
 LA0413  USGS QUAD   -  LYNN (1994)
 LA0413
 LA0413                         *CURRENT SURVEY CONTROL
 LA0413  ___________________________________________________________________
 LA0413* NAD 83(1986)-  40 07 16.     (N)    084 59 16.     (W)     SCALED    
 LA0413* NAVD 88     -       355.133  (meters)    1165.13   (feet)  ADJUSTED  
 LA0413  ___________________________________________________________________
 LA0413  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 LA0413  DYNAMIC HT  -         354.935 (meters)    1164.48  (feet)  COMP
 LA0413  MODELED GRAV-     980,057.1   (mgal)                       NAVD 88
 LA0413
 LA0413  VERT ORDER  -  SECOND    CLASS 0
 LA0413
 LA0413.The horizontal coordinates were scaled from a topographic map and have
 LA0413.an estimated accuracy of +/- 6 seconds.
 LA0413
 LA0413.The orthometric height was determined by differential leveling
 LA0413.and adjusted by the National Geodetic Survey in June 1991..
 LA0413
 LA0413.The geoid height was determined by GEOID03.
 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     -   541,190.      157,870.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0413.See file dsdata.txt to determine how the superseded data were derived.
 LA0413
 LA0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK714431(NAD 83)
 LA0413_MARKER: DB = BENCH MARK DISK
 LA0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0413_STAMPING: D 229 1947
 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 = OCTOBER  6, 2006
 LA0793 ***********************************************************************
 LA0793  DESIGNATION -  D 23
 LA0793  PID         -  LA0793
 LA0793  STATE/COUNTY-  IN/ALLEN
 LA0793  USGS QUAD   -  OSSIAN (1981)
 LA0793
 LA0793                         *CURRENT SURVEY CONTROL
 LA0793  ___________________________________________________________________
 LA0793* NAD 83(1986)-  40 56 18.     (N)    085 10 02.     (W)     SCALED    
 LA0793* NAVD 88     -       244.415  (meters)     801.88   (feet)  ADJUSTED  
 LA0793  ___________________________________________________________________
 LA0793  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 LA0793  DYNAMIC HT  -         244.308 (meters)     801.53  (feet)  COMP
 LA0793  MODELED GRAV-     980,180.8   (mgal)                       NAVD 88
 LA0793
 LA0793  VERT ORDER  -  SECOND    CLASS 0
 LA0793
 LA0793.The horizontal coordinates were scaled from a topographic map and have
 LA0793.an estimated accuracy of +/- 6 seconds.
 LA0793
 LA0793.The orthometric height was determined by differential leveling
 LA0793.and adjusted by the National Geodetic Survey in June 1991..
 LA0793.WARNING-Repeat measurements at this control monument indicate possible
 LA0793.vertical movement.
 LA0793
 LA0793.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0793.See file dsdata.txt to determine how the superseded data were derived.
 LA0793
 LA0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL542335(NAD 83)
 LA0793_MARKER: DB = BENCH MARK DISK
 LA0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0793_STAMPING: D-23-1934
 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             NGS
 LA0793
 LA0793                          STATION DESCRIPTION
 LA0793
 LA0793'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1164 ***********************************************************************
 JZ1164  DESIGNATION -  D 230
 JZ1164  PID         -  JZ1164
 JZ1164  STATE/COUNTY-  IN/WAYNE
 JZ1164  USGS QUAD   -  WHITEWATER (1960)
 JZ1164
 JZ1164                         *CURRENT SURVEY CONTROL
 JZ1164  ___________________________________________________________________
 JZ1164* NAD 83(1986)-  39 56 48.     (N)    084 50 57.     (W)     SCALED    
 JZ1164* NAVD 88     -       349.337  (meters)    1146.12   (feet)  ADJUSTED  
 JZ1164  ___________________________________________________________________
 JZ1164  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JZ1164  DYNAMIC HT  -         349.135 (meters)    1145.45  (feet)  COMP
 JZ1164  MODELED GRAV-     980,038.3   (mgal)                       NAVD 88
 JZ1164
 JZ1164  VERT ORDER  -  SECOND    CLASS 0
 JZ1164
 JZ1164.The horizontal coordinates were scaled from a topographic map and have
 JZ1164.an estimated accuracy of +/- 6 seconds.
 JZ1164
 JZ1164.The orthometric height was determined by differential leveling
 JZ1164.and adjusted by the National Geodetic Survey in June 1991..
 JZ1164
 JZ1164.The geoid height was determined by GEOID03.
 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     -   521,920.      169,860.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1164.See file dsdata.txt to determine how the superseded data were derived.
 JZ1164
 JZ1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK837240(NAD 83)
 JZ1164_MARKER: DB = BENCH MARK DISK
 JZ1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1164_STAMPING: D 230 1947
 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 = OCTOBER  6, 2006
 LA1096 ***********************************************************************
 LA1096  DESIGNATION -  D 231
 LA1096  PID         -  LA1096
 LA1096  STATE/COUNTY-  IN/JAY
 LA1096  USGS QUAD   -  BLAINE (1994)
 LA1096
 LA1096                         *CURRENT SURVEY CONTROL
 LA1096  ___________________________________________________________________
 LA1096* NAD 83(1986)-  40 23 19.     (N)    085 01 44.     (W)     SCALED    
 LA1096* NAVD 88     -       288.959  (meters)     948.03   (feet)  ADJUSTED  
 LA1096  ___________________________________________________________________
 LA1096  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 LA1096  DYNAMIC HT  -         288.814 (meters)     947.55  (feet)  COMP
 LA1096  MODELED GRAV-     980,113.3   (mgal)                       NAVD 88
 LA1096
 LA1096  VERT ORDER  -  SECOND    CLASS 0
 LA1096
 LA1096.The horizontal coordinates were scaled from a topographic map and have
 LA1096.an estimated accuracy of +/- 6 seconds.
 LA1096
 LA1096.The orthometric height was determined by differential leveling
 LA1096.and adjusted by the National Geodetic Survey in June 1991..
 LA1096
 LA1096.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1096.See file dsdata.txt to determine how the superseded data were derived.
 LA1096
 LA1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK673727(NAD 83)
 LA1096_MARKER: DB = BENCH MARK DISK
 LA1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1096_STAMPING: D 231 1947
 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 = OCTOBER  6, 2006
 LA0390 ***********************************************************************
 LA0390  DESIGNATION -  D 232
 LA0390  PID         -  LA0390
 LA0390  STATE/COUNTY-  IN/RANDOLPH
 LA0390  USGS QUAD   -  UNION CITY (1994)
 LA0390
 LA0390                         *CURRENT SURVEY CONTROL
 LA0390  ___________________________________________________________________
 LA0390* NAD 83(1986)-  40 13 17.     (N)    084 49 28.     (W)     SCALED    
 LA0390* NAVD 88     -       326.361  (meters)    1070.74   (feet)  ADJUSTED  
 LA0390  ___________________________________________________________________
 LA0390  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 LA0390  DYNAMIC HT  -         326.190 (meters)    1070.17  (feet)  COMP
 LA0390  MODELED GRAV-     980,090.7   (mgal)                       NAVD 88
 LA0390
 LA0390  VERT ORDER  -  SECOND    CLASS 0
 LA0390
 LA0390.The horizontal coordinates were scaled from a topographic map and have
 LA0390.an estimated accuracy of +/- 6 seconds.
 LA0390
 LA0390.The orthometric height was determined by differential leveling
 LA0390.and adjusted by the National Geodetic Survey in June 1991..
 LA0390
 LA0390.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0390.See file dsdata.txt to determine how the superseded data were derived.
 LA0390
 LA0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK851546(NAD 83)
 LA0390_MARKER: DB = BENCH MARK DISK
 LA0390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0390_SP_SET: CULVERT
 LA0390_STAMPING: D 232 1947
 LA0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1204 ***********************************************************************
 LA1204  DESIGNATION -  D 234
 LA1204  PID         -  LA1204
 LA1204  STATE/COUNTY-  IN/DELAWARE
 LA1204  USGS QUAD   -  EATON (1981)
 LA1204
 LA1204                         *CURRENT SURVEY CONTROL
 LA1204  ___________________________________________________________________
 LA1204* NAD 83(1986)-  40 20 26.     (N)    085 21 28.     (W)     SCALED    
 LA1204* NAVD 88     -       278.436  (meters)     913.50   (feet)  ADJUSTED  
 LA1204  ___________________________________________________________________
 LA1204  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 LA1204  DYNAMIC HT  -         278.293 (meters)     913.03  (feet)  COMP
 LA1204  MODELED GRAV-     980,102.1   (mgal)                       NAVD 88
 LA1204
 LA1204  VERT ORDER  -  SECOND    CLASS 0
 LA1204
 LA1204.The horizontal coordinates were scaled from a topographic map and have
 LA1204.an estimated accuracy of +/- 6 seconds.
 LA1204
 LA1204.The orthometric height was determined by differential leveling
 LA1204.and adjusted by the National Geodetic Survey in June 1991..
 LA1204
 LA1204.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1204.See file dsdata.txt to determine how the superseded data were derived.
 LA1204
 LA1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK394668(NAD 83)
 LA1204_MARKER: DB = BENCH MARK DISK
 LA1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1204_STAMPING: D 234 1947
 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 = OCTOBER  6, 2006
 JZ2369 ***********************************************************************
 JZ2369  DESIGNATION -  D 235
 JZ2369  PID         -  JZ2369
 JZ2369  STATE/COUNTY-  IN/HANCOCK
 JZ2369  USGS QUAD   -  INGALLS (1981)
 JZ2369
 JZ2369                         *CURRENT SURVEY CONTROL
 JZ2369  ___________________________________________________________________
 JZ2369* NAD 83(1986)-  39 55 59.     (N)    085 50 47.     (W)     SCALED    
 JZ2369* NAVD 88     -       261.839  (meters)     859.05   (feet)  ADJUSTED  
 JZ2369  ___________________________________________________________________
 JZ2369  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ2369  DYNAMIC HT  -         261.693 (meters)     858.57  (feet)  COMP
 JZ2369  MODELED GRAV-     980,061.2   (mgal)                       NAVD 88
 JZ2369
 JZ2369  VERT ORDER  -  FIRST     CLASS II
 JZ2369
 JZ2369.The horizontal coordinates were scaled from a topographic map and have
 JZ2369.an estimated accuracy of +/- 6 seconds.
 JZ2369
 JZ2369.The orthometric height was determined by differential leveling
 JZ2369.and adjusted by the National Geodetic Survey in June 1991..
 JZ2369
 JZ2369.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2369.See file dsdata.txt to determine how the superseded data were derived.
 JZ2369
 JZ2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK985209(NAD 83)
 JZ2369_MARKER: DB = BENCH MARK DISK
 JZ2369_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2369_SP_SET: BUILDING
 JZ2369_STAMPING: D 235 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1575 ***********************************************************************
 LA1575  DESIGNATION -  D 236
 LA1575  PID         -  LA1575
 LA1575  STATE/COUNTY-  IN/MADISON
 LA1575  USGS QUAD   -  LAPEL (1994)
 LA1575
 LA1575                         *CURRENT SURVEY CONTROL
 LA1575  ___________________________________________________________________
 LA1575* NAD 83(1986)-  40 01 54.     (N)    085 50 36.     (W)     SCALED    
 LA1575* NAVD 88     -       261.252  (meters)     857.12   (feet)  ADJUSTED  
 LA1575  ___________________________________________________________________
 LA1575  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 LA1575  DYNAMIC HT  -         261.109 (meters)     856.66  (feet)  COMP
 LA1575  MODELED GRAV-     980,071.7   (mgal)                       NAVD 88
 LA1575
 LA1575  VERT ORDER  -  SECOND    CLASS 0
 LA1575
 LA1575.The horizontal coordinates were scaled from a topographic map and have
 LA1575.an estimated accuracy of +/- 6 seconds.
 LA1575
 LA1575.The orthometric height was determined by differential leveling
 LA1575.and adjusted by the National Geodetic Survey in June 1991..
 LA1575
 LA1575.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1575.See file dsdata.txt to determine how the superseded data were derived.
 LA1575
 LA1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK986319(NAD 83)
 LA1575_MARKER: DB = BENCH MARK DISK
 LA1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1575_STAMPING: D 236 1947
 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 = OCTOBER  6, 2006
 KA0271 ***********************************************************************
 KA0271  DESIGNATION -  D 237
 KA0271  PID         -  KA0271
 KA0271  STATE/COUNTY-  IN/MARION
 KA0271  USGS QUAD   -  FISHERS (1988)
 KA0271
 KA0271                         *CURRENT SURVEY CONTROL
 KA0271  ___________________________________________________________________
 KA0271* NAD 83(1986)-  39 54 47.     (N)    086 04 27.     (W)     SCALED    
 KA0271* NAVD 88     -       230.961  (meters)     757.74   (feet)  ADJUSTED  
 KA0271  ___________________________________________________________________
 KA0271  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KA0271  DYNAMIC HT  -         230.834 (meters)     757.33  (feet)  COMP
 KA0271  MODELED GRAV-     980,068.2   (mgal)                       NAVD 88
 KA0271
 KA0271  VERT ORDER  -  SECOND    CLASS 0
 KA0271
 KA0271.The horizontal coordinates were scaled from a topographic map and have
 KA0271.an estimated accuracy of +/- 6 seconds.
 KA0271
 KA0271.The orthometric height was determined by differential leveling
 KA0271.and adjusted by the National Geodetic Survey in June 1991..
 KA0271
 KA0271.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0271.See file dsdata.txt to determine how the superseded data were derived.
 KA0271
 KA0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK791185(NAD 83)
 KA0271_MARKER: DD = SURVEY DISK
 KA0271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0271_SP_SET: CULVERT
 KA0271_STAMPING: D 237 1947
 KA0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ2468 ***********************************************************************
 JZ2468  DESIGNATION -  D 238
 JZ2468  PID         -  JZ2468
 JZ2468  STATE/COUNTY-  IN/MARION
 JZ2468  USGS QUAD   -  CUMBERLAND (1988)
 JZ2468
 JZ2468                         *CURRENT SURVEY CONTROL
 JZ2468  ___________________________________________________________________
 JZ2468* NAD 83(1986)-  39 46 18.     (N)    085 57 08.     (W)     SCALED    
 JZ2468* NAVD 88     -       252.416  (meters)     828.13   (feet)  ADJUSTED  
 JZ2468  ___________________________________________________________________
 JZ2468  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JZ2468  DYNAMIC HT  -         252.271 (meters)     827.66  (feet)  COMP
 JZ2468  MODELED GRAV-     980,047.8   (mgal)                       NAVD 88
 JZ2468
 JZ2468  VERT ORDER  -  SECOND    CLASS 0
 JZ2468
 JZ2468.The horizontal coordinates were scaled from a topographic map and have
 JZ2468.an estimated accuracy of +/- 6 seconds.
 JZ2468
 JZ2468.The orthometric height was determined by differential leveling
 JZ2468.and adjusted by the National Geodetic Survey in June 1991..
 JZ2468
 JZ2468.The geoid height was determined by GEOID03.
 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     -   502,210.       75,540.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2468.See file dsdata.txt to determine how the superseded data were derived.
 JZ2468
 JZ2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK897029(NAD 83)
 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 = OCTOBER  6, 2006
 JZ2573 ***********************************************************************
 JZ2573  DESIGNATION -  D 239
 JZ2573  PID         -  JZ2573
 JZ2573  STATE/COUNTY-  IN/HANCOCK
 JZ2573  USGS QUAD   -  ACTON (1981)
 JZ2573
 JZ2573                         *CURRENT SURVEY CONTROL
 JZ2573  ___________________________________________________________________
 JZ2573* NAD 83(1986)-  39 42 19.     (N)    085 52 33.     (W)     SCALED    
 JZ2573* NAVD 88     -       247.750  (meters)     812.83   (feet)  ADJUSTED  
 JZ2573  ___________________________________________________________________
 JZ2573  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JZ2573  DYNAMIC HT  -         247.608 (meters)     812.36  (feet)  COMP
 JZ2573  MODELED GRAV-     980,044.3   (mgal)                       NAVD 88
 JZ2573
 JZ2573  VERT ORDER  -  SECOND    CLASS 0
 JZ2573
 JZ2573.The horizontal coordinates were scaled from a topographic map and have
 JZ2573.an estimated accuracy of +/- 6 seconds.
 JZ2573
 JZ2573.The orthometric height was determined by differential leveling
 JZ2573.and adjusted by the National Geodetic Survey in June 1991..
 JZ2573
 JZ2573.The geoid height was determined by GEOID03.
 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     -   494,820.       82,060.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2573.See file dsdata.txt to determine how the superseded data were derived.
 JZ2573
 JZ2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ963956(NAD 83)
 JZ2573_MARKER: DB = BENCH MARK DISK
 JZ2573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2573_STAMPING: D 239 1947
 JZ2573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2573+STABILITY: SURFACE MOTION
 JZ2573
 JZ2573  HISTORY     - Date     Condition        Report By
 JZ2573  HISTORY     - 1947     MONUMENTED       CGS
 JZ2573  HISTORY     - 1973     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0681 ***********************************************************************
 ME0681  DESIGNATION -  D 24
 ME0681  PID         -  ME0681
 ME0681  STATE/COUNTY-  IN/STARKE
 ME0681  USGS QUAD   -  KNOX WEST (1980)
 ME0681
 ME0681                         *CURRENT SURVEY CONTROL
 ME0681  ___________________________________________________________________
 ME0681* NAD 83(1986)-  41 16 50.     (N)    086 39 32.     (W)     SCALED    
 ME0681* NAVD 88     -       215.541  (meters)     707.15   (feet)  ADJUSTED  
 ME0681  ___________________________________________________________________
 ME0681  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME0681  DYNAMIC HT  -         215.452 (meters)     706.86  (feet)  COMP
 ME0681  MODELED GRAV-     980,204.6   (mgal)                       NAVD 88
 ME0681
 ME0681  VERT ORDER  -  SECOND    CLASS 0
 ME0681
 ME0681.The horizontal coordinates were scaled from a topographic map and have
 ME0681.an estimated accuracy of +/- 6 seconds.
 ME0681
 ME0681.The orthometric height was determined by differential leveling
 ME0681.and adjusted by the National Geodetic Survey in June 1991..
 ME0681
 ME0681.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0681.See file dsdata.txt to determine how the superseded data were derived.
 ME0681
 ME0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL285699(NAD 83)
 ME0681_MARKER: DB = BENCH MARK DISK
 ME0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0681_STAMPING: D 24 1934
 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             NGS
 ME0681
 ME0681                          STATION DESCRIPTION
 ME0681
 ME0681'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2432 ***********************************************************************
 JZ2432  DESIGNATION -  D 240
 JZ2432  PID         -  JZ2432
 JZ2432  STATE/COUNTY-  IN/MADISON
 JZ2432  USGS QUAD   -  PENDLETON (1966)
 JZ2432
 JZ2432                         *CURRENT SURVEY CONTROL
 JZ2432  ___________________________________________________________________
 JZ2432* NAD 83(1986)-  39 59 52.     (N)    085 43 46.     (W)     SCALED    
 JZ2432* NAVD 88     -       267.452  (meters)     877.47   (feet)  ADJUSTED  
 JZ2432  ___________________________________________________________________
 JZ2432  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ2432  DYNAMIC HT  -         267.305 (meters)     876.98  (feet)  COMP
 JZ2432  MODELED GRAV-     980,069.2   (mgal)                       NAVD 88
 JZ2432
 JZ2432  VERT ORDER  -  SECOND    CLASS 0
 JZ2432
 JZ2432.The horizontal coordinates were scaled from a topographic map and have
 JZ2432.an estimated accuracy of +/- 6 seconds.
 JZ2432
 JZ2432.The orthometric height was determined by differential leveling
 JZ2432.and adjusted by the National Geodetic Survey in June 1991..
 JZ2432
 JZ2432.The geoid height was determined by GEOID03.
 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     -   527,270.       94,640.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2432.See file dsdata.txt to determine how the superseded data were derived.
 JZ2432
 JZ2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK084282(NAD 83)
 JZ2432_MARKER: DB = BENCH MARK DISK
 JZ2432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2432_STAMPING: D 240 1947
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2491 ***********************************************************************
 JZ2491  DESIGNATION -  D 241
 JZ2491  PID         -  JZ2491
 JZ2491  STATE/COUNTY-  IN/HANCOCK
 JZ2491  USGS QUAD   -  GREENFIELD (1983)
 JZ2491
 JZ2491                         *CURRENT SURVEY CONTROL
 JZ2491  ___________________________________________________________________
 JZ2491* NAD 83(1986)-  39 46 53.     (N)    085 50 22.     (W)     SCALED    
 JZ2491* NAVD 88     -       259.261  (meters)     850.59   (feet)  ADJUSTED  
 JZ2491  ___________________________________________________________________
 JZ2491  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ2491  DYNAMIC HT  -         259.112 (meters)     850.10  (feet)  COMP
 JZ2491  MODELED GRAV-     980,045.5   (mgal)                       NAVD 88
 JZ2491
 JZ2491  VERT ORDER  -  SECOND    CLASS 0
 JZ2491
 JZ2491.The horizontal coordinates were scaled from a topographic map and have
 JZ2491.an estimated accuracy of +/- 6 seconds.
 JZ2491
 JZ2491.The orthometric height was determined by differential leveling
 JZ2491.and adjusted by the National Geodetic Survey in June 1991..
 JZ2491
 JZ2491.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2491.See file dsdata.txt to determine how the superseded data were derived.
 JZ2491
 JZ2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK993041(NAD 83)
 JZ2491_MARKER: DB = BENCH MARK DISK
 JZ2491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2491_STAMPING: D 241 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2534 ***********************************************************************
 JZ2534  DESIGNATION -  D 242
 JZ2534  PID         -  JZ2534
 JZ2534  STATE/COUNTY-  IN/HANCOCK
 JZ2534  USGS QUAD   -  CLEVELAND (1981)
 JZ2534
 JZ2534                         *CURRENT SURVEY CONTROL
 JZ2534  ___________________________________________________________________
 JZ2534* NAD 83(1986)-  39 51 31.     (N)    085 41 24.     (W)     SCALED    
 JZ2534* NAVD 88     -       284.519  (meters)     933.46   (feet)  ADJUSTED  
 JZ2534  ___________________________________________________________________
 JZ2534  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JZ2534  DYNAMIC HT  -         284.357 (meters)     932.93  (feet)  COMP
 JZ2534  MODELED GRAV-     980,050.1   (mgal)                       NAVD 88
 JZ2534
 JZ2534  VERT ORDER  -  SECOND    CLASS 0
 JZ2534
 JZ2534.The horizontal coordinates were scaled from a topographic map and have
 JZ2534.an estimated accuracy of +/- 6 seconds.
 JZ2534
 JZ2534.The orthometric height was determined by differential leveling
 JZ2534.and adjusted by the National Geodetic Survey in June 1991..
 JZ2534
 JZ2534.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2534.See file dsdata.txt to determine how the superseded data were derived.
 JZ2534
 JZ2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK120128(NAD 83)
 JZ2534_MARKER: DB = BENCH MARK DISK
 JZ2534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2534_STAMPING: D 242 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0195 ***********************************************************************
 KA0195  DESIGNATION -  D 243
 KA0195  PID         -  KA0195
 KA0195  STATE/COUNTY-  IN/MARION
 KA0195  USGS QUAD   -  INDIANAPOLIS EAST (1980)
 KA0195
 KA0195                         *CURRENT SURVEY CONTROL
 KA0195  ___________________________________________________________________
 KA0195* NAD 83(1986)-  39 46 26.     (N)    086 00 33.     (W)     SCALED    
 KA0195* NAVD 88     -       260.245  (meters)     853.82   (feet)  POSTED    
 KA0195  ___________________________________________________________________
 KA0195  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KA0195  DYNAMIC HT  -         260.100 (meters)     853.34  (feet)  COMP
 KA0195  MODELED GRAV-     980,051.5   (mgal)                       NAVD 88
 KA0195
 KA0195  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 KA0195
 KA0195.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 KA0195.rate greater than 8.0 mm/km.
 KA0195
 KA0195.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0195.See file dsdata.txt to determine how the superseded data were derived.
 KA0195
 KA0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK848031(NAD 83)
 KA0195_MARKER: DB = BENCH MARK DISK
 KA0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0195_STAMPING: D 243 1947
 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 = OCTOBER  6, 2006
 JZ2293 ***********************************************************************
 JZ2293  DESIGNATION -  D 244
 JZ2293  PID         -  JZ2293
 JZ2293  STATE/COUNTY-  IN/DECATUR
 JZ2293  USGS QUAD   -  FOREST HILL (1993)
 JZ2293
 JZ2293                         *CURRENT SURVEY CONTROL
 JZ2293  ___________________________________________________________________
 JZ2293* NAD 83(1986)-  39 18 19.     (N)    085 37 09.     (W)     SCALED    
 JZ2293* NAVD 88     -       250.546  (meters)     822.00   (feet)  ADJUSTED  
 JZ2293  ___________________________________________________________________
 JZ2293  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ2293  DYNAMIC HT  -         250.390 (meters)     821.49  (feet)  COMP
 JZ2293  MODELED GRAV-     980,000.4   (mgal)                       NAVD 88
 JZ2293
 JZ2293  VERT ORDER  -  SECOND    CLASS 0
 JZ2293
 JZ2293.The horizontal coordinates were scaled from a topographic map and have
 JZ2293.an estimated accuracy of +/- 6 seconds.
 JZ2293
 JZ2293.The orthometric height was determined by differential leveling
 JZ2293.and adjusted by the National Geodetic Survey in June 1991..
 JZ2293
 JZ2293.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2293.See file dsdata.txt to determine how the superseded data were derived.
 JZ2293
 JZ2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ190515(NAD 83)
 JZ2293_MARKER: DB = BENCH MARK DISK
 JZ2293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2293_STAMPING: D 244 1947
 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 = OCTOBER  6, 2006
 JZ2600 ***********************************************************************
 JZ2600  DESIGNATION -  D 245
 JZ2600  PID         -  JZ2600
 JZ2600  STATE/COUNTY-  IN/SHELBY
 JZ2600  USGS QUAD   -  FOUNTAINTOWN (1952)
 JZ2600
 JZ2600                         *CURRENT SURVEY CONTROL
 JZ2600  ___________________________________________________________________
 JZ2600* NAD 83(1986)-  39 38 24.     (N)    085 49 10.     (W)     SCALED    
 JZ2600* NAVD 88     -       246.042  (meters)     807.22   (feet)  ADJUSTED  
 JZ2600  ___________________________________________________________________
 JZ2600  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JZ2600  DYNAMIC HT  -         245.900 (meters)     806.76  (feet)  COMP
 JZ2600  MODELED GRAV-     980,043.7   (mgal)                       NAVD 88
 JZ2600
 JZ2600  VERT ORDER  -  SECOND    CLASS 0
 JZ2600
 JZ2600.The horizontal coordinates were scaled from a topographic map and have
 JZ2600.an estimated accuracy of +/- 6 seconds.
 JZ2600
 JZ2600.The orthometric height was determined by differential leveling
 JZ2600.and adjusted by the National Geodetic Survey in June 1991..
 JZ2600
 JZ2600.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2600.See file dsdata.txt to determine how the superseded data were derived.
 JZ2600
 JZ2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ013884(NAD 83)
 JZ2600_MARKER: DB = BENCH MARK DISK
 JZ2600_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2600_SP_SET: BRIDGE
 JZ2600_STAMPING: D 245 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0245 ***********************************************************************
 LA0245  DESIGNATION -  D 246
 LA0245  PID         -  LA0245
 LA0245  STATE/COUNTY-  IN/RANDOLPH
 LA0245  USGS QUAD   -  WINCHESTER (1994)
 LA0245
 LA0245                         *CURRENT SURVEY CONTROL
 LA0245  ___________________________________________________________________
 LA0245* NAD 83(1986)-  40 10 15.     (N)    084 55 19.     (W)     SCALED    
 LA0245* NAVD 88     -       341.207  (meters)    1119.44   (feet)  ADJUSTED  
 LA0245  ___________________________________________________________________
 LA0245  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 LA0245  DYNAMIC HT  -         341.025 (meters)    1118.85  (feet)  COMP
 LA0245  MODELED GRAV-     980,082.4   (mgal)                       NAVD 88
 LA0245
 LA0245  VERT ORDER  -  SECOND    CLASS 0
 LA0245
 LA0245.The horizontal coordinates were scaled from a topographic map and have
 LA0245.an estimated accuracy of +/- 6 seconds.
 LA0245
 LA0245.The orthometric height was determined by differential leveling
 LA0245.and adjusted by the National Geodetic Survey in June 1991..
 LA0245
 LA0245.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0245.See file dsdata.txt to determine how the superseded data were derived.
 LA0245
 LA0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK769487(NAD 83)
 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 = OCTOBER  6, 2006
 LA1093 ***********************************************************************
 LA1093  DESIGNATION -  D 247
 LA1093  PID         -  LA1093
 LA1093  STATE/COUNTY-  IN/JAY
 LA1093  USGS QUAD   -  BLAINE (1994)
 LA1093
 LA1093                         *CURRENT SURVEY CONTROL
 LA1093  ___________________________________________________________________
 LA1093* NAD 83(1986)-  40 26 20.     (N)    085 00 15.     (W)     SCALED    
 LA1093* NAVD 88     -       278.350  (meters)     913.22   (feet)  ADJUSTED  
 LA1093  ___________________________________________________________________
 LA1093  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 LA1093  DYNAMIC HT  -         278.211 (meters)     912.76  (feet)  COMP
 LA1093  MODELED GRAV-     980,121.0   (mgal)                       NAVD 88
 LA1093
 LA1093  VERT ORDER  -  SECOND    CLASS 0
 LA1093
 LA1093.The horizontal coordinates were scaled from a topographic map and have
 LA1093.an estimated accuracy of +/- 6 seconds.
 LA1093
 LA1093.The orthometric height was determined by differential leveling
 LA1093.and adjusted by the National Geodetic Survey in June 1991..
 LA1093
 LA1093.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1093.See file dsdata.txt to determine how the superseded data were derived.
 LA1093
 LA1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK692783(NAD 83)
 LA1093_MARKER: DB = BENCH MARK DISK
 LA1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1093_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 LA1260 ***********************************************************************
 LA1260  DESIGNATION -  D 248
 LA1260  PID         -  LA1260
 LA1260  STATE/COUNTY-  IN/DELAWARE
 LA1260  USGS QUAD   -  SULPHUR SPRINGS (1994)
 LA1260
 LA1260                         *CURRENT SURVEY CONTROL
 LA1260  ___________________________________________________________________
 LA1260* NAD 83(1986)-  40 06 21.     (N)    085 29 59.     (W)     SCALED    
 LA1260* NAVD 88     -       293.428  (meters)     962.69   (feet)  ADJUSTED  
 LA1260  ___________________________________________________________________
 LA1260  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 LA1260  DYNAMIC HT  -         293.270 (meters)     962.17  (feet)  COMP
 LA1260  MODELED GRAV-     980,081.8   (mgal)                       NAVD 88
 LA1260
 LA1260  VERT ORDER  -  SECOND    CLASS 0
 LA1260
 LA1260.The horizontal coordinates were scaled from a topographic map and have
 LA1260.an estimated accuracy of +/- 6 seconds.
 LA1260
 LA1260.The orthometric height was determined by differential leveling
 LA1260.and adjusted by the National Geodetic Survey in June 1991..
 LA1260
 LA1260.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1260.See file dsdata.txt to determine how the superseded data were derived.
 LA1260
 LA1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK278405(NAD 83)
 LA1260_MARKER: DB = BENCH MARK DISK
 LA1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1260_STAMPING: D 248 1947
 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 = OCTOBER  6, 2006
 JZ1711 ***********************************************************************
 JZ1711  DESIGNATION -  D 249
 JZ1711  PID         -  JZ1711
 JZ1711  STATE/COUNTY-  IN/HENRY
 JZ1711  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ1711
 JZ1711                         *CURRENT SURVEY CONTROL
 JZ1711  ___________________________________________________________________
 JZ1711* NAD 83(1986)-  39 58 31.     (N)    085 15 03.     (W)     SCALED    
 JZ1711* NAVD 88     -       341.748  (meters)    1121.22   (feet)  ADJUSTED  
 JZ1711  ___________________________________________________________________
 JZ1711  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 JZ1711  DYNAMIC HT  -         341.556 (meters)    1120.59  (feet)  COMP
 JZ1711  MODELED GRAV-     980,054.4   (mgal)                       NAVD 88
 JZ1711
 JZ1711  VERT ORDER  -  SECOND    CLASS 0
 JZ1711
 JZ1711.The horizontal coordinates were scaled from a topographic map and have
 JZ1711.an estimated accuracy of +/- 6 seconds.
 JZ1711
 JZ1711.The orthometric height was determined by differential leveling
 JZ1711.and adjusted by the National Geodetic Survey in June 1991..
 JZ1711
 JZ1711.The geoid height was determined by GEOID03.
 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     -   524,860.      135,520.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1711.See file dsdata.txt to determine how the superseded data were derived.
 JZ1711
 JZ1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK493264(NAD 83)
 JZ1711_MARKER: DB = BENCH MARK DISK
 JZ1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1711_STAMPING: D 249 1947
 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'N 39 58.527 W 85 15.065 (CONSUMER-GRADE GPS)
 JZ1711'WIRE FENCE AND WITNESS POST ARE GONE.
 JZ1711' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0310 ***********************************************************************
 ME0310  DESIGNATION -  D 25
 ME0310  PID         -  ME0310
 ME0310  STATE/COUNTY-  IN/MARSHALL
 ME0310  USGS QUAD   -  DONALDSON (1972)
 ME0310
 ME0310                         *CURRENT SURVEY CONTROL
 ME0310  ___________________________________________________________________
 ME0310* NAD 83(1986)-  41 16 00.     (N)    086 22 37.     (W)     SCALED    
 ME0310* NAVD 88     -       232.101  (meters)     761.48   (feet)  ADJUSTED  
 ME0310  ___________________________________________________________________
 ME0310  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 ME0310  DYNAMIC HT  -         232.003 (meters)     761.16  (feet)  COMP
 ME0310  MODELED GRAV-     980,197.4   (mgal)                       NAVD 88
 ME0310
 ME0310  VERT ORDER  -  SECOND    CLASS 0
 ME0310
 ME0310.The horizontal coordinates were scaled from a topographic map and have
 ME0310.an estimated accuracy of +/- 6 seconds.
 ME0310
 ME0310.The orthometric height was determined by differential leveling
 ME0310.and adjusted by the National Geodetic Survey in June 1991..
 ME0310
 ME0310.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0310.See file dsdata.txt to determine how the superseded data were derived.
 ME0310
 ME0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL521685(NAD 83)
 ME0310_MARKER: DB = BENCH MARK DISK
 ME0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0310_STAMPING: D 25 1934
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1958
 ME0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1008 ***********************************************************************
 LA1008  DESIGNATION -  D 250
 LA1008  PID         -  LA1008
 LA1008  STATE/COUNTY-  IN/DELAWARE
 LA1008  USGS QUAD   -  MUNCIE EAST (1984)
 LA1008
 LA1008                         *CURRENT SURVEY CONTROL
 LA1008  ___________________________________________________________________
 LA1008* NAD 83(1986)-  40 09 31.     (N)    085 18 47.     (W)     SCALED    
 LA1008* NAVD 88     -       300.945  (meters)     987.35   (feet)  ADJUSTED  
 LA1008  ___________________________________________________________________
 LA1008  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 LA1008  DYNAMIC HT  -         300.783 (meters)     986.82  (feet)  COMP
 LA1008  MODELED GRAV-     980,080.9   (mgal)                       NAVD 88
 LA1008
 LA1008  VERT ORDER  -  SECOND    CLASS 0
 LA1008
 LA1008.The horizontal coordinates were scaled from a topographic map and have
 LA1008.an estimated accuracy of +/- 6 seconds.
 LA1008
 LA1008.The orthometric height was determined by differential leveling
 LA1008.and adjusted by the National Geodetic Survey in June 1991..
 LA1008
 LA1008.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1008.See file dsdata.txt to determine how the superseded data were derived.
 LA1008
 LA1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK436467(NAD 83)
 LA1008_MARKER: DB = BENCH MARK DISK
 LA1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1008_STAMPING: D 250 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1704 ***********************************************************************
 JZ1704  DESIGNATION -  D 251
 JZ1704  PID         -  JZ1704
 JZ1704  STATE/COUNTY-  IN/HENRY
 JZ1704  USGS QUAD   -  NEW CASTLE WEST (1981)
 JZ1704
 JZ1704                         *CURRENT SURVEY CONTROL
 JZ1704  ___________________________________________________________________
 JZ1704* NAD 83(1986)-  39 57 39.     (N)    085 23 26.     (W)     SCALED    
 JZ1704* NAVD 88     -       327.148  (meters)    1073.32   (feet)  ADJUSTED  
 JZ1704  ___________________________________________________________________
 JZ1704  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JZ1704  DYNAMIC HT  -         326.967 (meters)    1072.72  (feet)  COMP
 JZ1704  MODELED GRAV-     980,064.6   (mgal)                       NAVD 88
 JZ1704
 JZ1704  VERT ORDER  -  SECOND    CLASS 0
 JZ1704
 JZ1704.The horizontal coordinates were scaled from a topographic map and have
 JZ1704.an estimated accuracy of +/- 6 seconds.
 JZ1704
 JZ1704.The orthometric height was determined by differential leveling
 JZ1704.and adjusted by the National Geodetic Survey in June 1991..
 JZ1704
 JZ1704.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1704.See file dsdata.txt to determine how the superseded data were derived.
 JZ1704
 JZ1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK374246(NAD 83)
 JZ1704_MARKER: DB = BENCH MARK DISK
 JZ1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1704_STAMPING: D 251 1947
 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 = OCTOBER  6, 2006
 JZ1625 ***********************************************************************
 JZ1625  DESIGNATION -  D 252
 JZ1625  PID         -  JZ1625
 JZ1625  STATE/COUNTY-  IN/RUSH
 JZ1625  USGS QUAD   -  MAYS (1988)
 JZ1625
 JZ1625                         *CURRENT SURVEY CONTROL
 JZ1625  ___________________________________________________________________
 JZ1625* NAD 83(1986)-  39 41 05.     (N)    085 26 26.     (W)     SCALED    
 JZ1625* NAVD 88     -       302.901  (meters)     993.77   (feet)  ADJUSTED  
 JZ1625  ___________________________________________________________________
 JZ1625  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ1625  DYNAMIC HT  -         302.723 (meters)     993.18  (feet)  COMP
 JZ1625  MODELED GRAV-     980,030.6   (mgal)                       NAVD 88
 JZ1625
 JZ1625  VERT ORDER  -  SECOND    CLASS 0
 JZ1625
 JZ1625.The horizontal coordinates were scaled from a topographic map and have
 JZ1625.an estimated accuracy of +/- 6 seconds.
 JZ1625
 JZ1625.The orthometric height was determined by differential leveling
 JZ1625.and adjusted by the National Geodetic Survey in June 1991..
 JZ1625
 JZ1625.The geoid height was determined by GEOID03.
 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     -   492,540.      119,400.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1625.See file dsdata.txt to determine how the superseded data were derived.
 JZ1625
 JZ1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ337939(NAD 83)
 JZ1625_MARKER: DB = BENCH MARK DISK
 JZ1625_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1625_SP_SET: CULVERT
 JZ1625_STAMPING: D 252 1947
 JZ1625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1547 ***********************************************************************
 JZ1547  DESIGNATION -  D 253
 JZ1547  PID         -  JZ1547
 JZ1547  STATE/COUNTY-  IN/RUSH
 JZ1547  USGS QUAD   -  MAYS (1988)
 JZ1547
 JZ1547                         *CURRENT SURVEY CONTROL
 JZ1547  ___________________________________________________________________
 JZ1547* NAD 83(1986)-  39 42 00.     (N)    085 23 21.     (W)     SCALED    
 JZ1547* NAVD 88     -       300.970  (meters)     987.43   (feet)  ADJUSTED  
 JZ1547  ___________________________________________________________________
 JZ1547  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ1547  DYNAMIC HT  -         300.793 (meters)     986.85  (feet)  COMP
 JZ1547  MODELED GRAV-     980,030.2   (mgal)                       NAVD 88
 JZ1547
 JZ1547  VERT ORDER  -  SECOND    CLASS 0
 JZ1547
 JZ1547.The horizontal coordinates were scaled from a topographic map and have
 JZ1547.an estimated accuracy of +/- 6 seconds.
 JZ1547
 JZ1547.The orthometric height was determined by differential leveling
 JZ1547.and adjusted by the National Geodetic Survey in June 1991..
 JZ1547
 JZ1547.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1547.See file dsdata.txt to determine how the superseded data were derived.
 JZ1547
 JZ1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ381957(NAD 83)
 JZ1547_MARKER: DB = BENCH MARK DISK
 JZ1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1547_STAMPING: D 253 1947
 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 = OCTOBER  6, 2006
 JZ1559 ***********************************************************************
 JZ1559  DESIGNATION -  D 254
 JZ1559  PID         -  JZ1559
 JZ1559  STATE/COUNTY-  IN/RUSH
 JZ1559  USGS QUAD   -  FALMOUTH (1988)
 JZ1559
 JZ1559                         *CURRENT SURVEY CONTROL
 JZ1559  ___________________________________________________________________
 JZ1559* NAD 83(1986)-  39 41 15.     (N)    085 18 05.     (W)     SCALED    
 JZ1559* NAVD 88     -       323.549  (meters)    1061.51   (feet)  ADJUSTED  
 JZ1559  ___________________________________________________________________
 JZ1559  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ1559  DYNAMIC HT  -         323.358 (meters)    1060.88  (feet)  COMP
 JZ1559  MODELED GRAV-     980,026.8   (mgal)                       NAVD 88
 JZ1559
 JZ1559  VERT ORDER  -  SECOND    CLASS 0
 JZ1559
 JZ1559.The horizontal coordinates were scaled from a topographic map and have
 JZ1559.an estimated accuracy of +/- 6 seconds.
 JZ1559
 JZ1559.The orthometric height was determined by differential leveling
 JZ1559.and adjusted by the National Geodetic Survey in June 1991..
 JZ1559
 JZ1559.The geoid height was determined by GEOID03.
 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     -   492,890.      131,330.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1559.See file dsdata.txt to determine how the superseded data were derived.
 JZ1559
 JZ1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ456944(NAD 83)
 JZ1559_MARKER: DB = BENCH MARK DISK
 JZ1559_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1559_SP_SET: BUILDING
 JZ1559_STAMPING: D 254 1947
 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'N 39 41.253, W 85 18.087 (CONSUMER-GRADE GPS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1585 ***********************************************************************
 JZ1585  DESIGNATION -  D 255
 JZ1585  PID         -  JZ1585
 JZ1585  STATE/COUNTY-  IN/WAYNE
 JZ1585  USGS QUAD   -  JACKSONBURG (1981)
 JZ1585
 JZ1585                         *CURRENT SURVEY CONTROL
 JZ1585  ___________________________________________________________________
 JZ1585* NAD 83(1986)-  39 47 34.     (N)    085 02 24.     (W)     SCALED    
 JZ1585* NAVD 88     -       293.970  (meters)     964.47   (feet)  ADJUSTED  
 JZ1585  ___________________________________________________________________
 JZ1585  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JZ1585  DYNAMIC HT  -         293.798 (meters)     963.90  (feet)  COMP
 JZ1585  MODELED GRAV-     980,032.9   (mgal)                       NAVD 88
 JZ1585
 JZ1585  VERT ORDER  -  SECOND    CLASS 0
 JZ1585
 JZ1585.The horizontal coordinates were scaled from a topographic map and have
 JZ1585.an estimated accuracy of +/- 6 seconds.
 JZ1585
 JZ1585.The orthometric height was determined by differential leveling
 JZ1585.and adjusted by the National Geodetic Survey in June 1991..
 JZ1585
 JZ1585.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1585.See file dsdata.txt to determine how the superseded data were derived.
 JZ1585
 JZ1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK678065(NAD 83)
 JZ1585_MARKER: DB = BENCH MARK DISK
 JZ1585_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1585_SP_SET: BRIDGE
 JZ1585_STAMPING: D 255 1947
 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 = OCTOBER  6, 2006
 ME0936 ***********************************************************************
 ME0936  DESIGNATION -  D 256
 ME0936  PID         -  ME0936
 ME0936  STATE/COUNTY-  IN/LAKE
 ME0936  USGS QUAD   -  GARY (1991)
 ME0936
 ME0936                         *CURRENT SURVEY CONTROL
 ME0936  ___________________________________________________________________
 ME0936* NAD 83(1986)-  41 30 49.     (N)    087 21 37.     (W)     SCALED    
 ME0936* NAVD 88     -       192.598  (meters)     631.88   (feet)  ADJUSTED  
 ME0936  ___________________________________________________________________
 ME0936  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME0936  DYNAMIC HT  -         192.524 (meters)     631.64  (feet)  COMP
 ME0936  MODELED GRAV-     980,232.5   (mgal)                       NAVD 88
 ME0936
 ME0936  VERT ORDER  -  SECOND    CLASS 0
 ME0936
 ME0936.The horizontal coordinates were scaled from a topographic map and have
 ME0936.an estimated accuracy of +/- 6 seconds.
 ME0936
 ME0936.The orthometric height was determined by differential leveling
 ME0936.and adjusted by the National Geodetic Survey in June 1991..
 ME0936
 ME0936.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0936.See file dsdata.txt to determine how the superseded data were derived.
 ME0936
 ME0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL699958(NAD 83)
 ME0936_MARKER: DB = BENCH MARK DISK
 ME0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0936_STAMPING: D 256 1947
 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             USE
 ME0936  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 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 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2303 ***********************************************************************
 JZ2303  DESIGNATION -  D 257
 JZ2303  PID         -  JZ2303
 JZ2303  STATE/COUNTY-  IN/RUSH
 JZ2303  USGS QUAD   -  ADAMS (1993)
 JZ2303
 JZ2303                         *CURRENT SURVEY CONTROL
 JZ2303  ___________________________________________________________________
 JZ2303* NAD 83(1986)-  39 29 47.     (N)    085 33 13.     (W)     SCALED    
 JZ2303* NAVD 88     -       276.232  (meters)     906.27   (feet)  ADJUSTED  
 JZ2303  ___________________________________________________________________
 JZ2303  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ2303  DYNAMIC HT  -         276.065 (meters)     905.72  (feet)  COMP
 JZ2303  MODELED GRAV-     980,015.2   (mgal)                       NAVD 88
 JZ2303
 JZ2303  VERT ORDER  -  SECOND    CLASS 0
 JZ2303
 JZ2303.The horizontal coordinates were scaled from a topographic map and have
 JZ2303.an estimated accuracy of +/- 6 seconds.
 JZ2303
 JZ2303.The orthometric height was determined by differential leveling
 JZ2303.and adjusted by the National Geodetic Survey in June 1991..
 JZ2303
 JZ2303.The geoid height was determined by GEOID03.
 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     -   471,610.      109,720.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2303.See file dsdata.txt to determine how the superseded data were derived.
 JZ2303
 JZ2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ243728(NAD 83)
 JZ2303_MARKER: DB = BENCH MARK DISK
 JZ2303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2303_STAMPING: D 257 1947
 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 = OCTOBER  6, 2006
 JZ1754 ***********************************************************************
 JZ1754  DESIGNATION -  D 259
 JZ1754  PID         -  JZ1754
 JZ1754  STATE/COUNTY-  IN/RUSH
 JZ1754  USGS QUAD   -  NEW SALEM (1993)
 JZ1754
 JZ1754                         *CURRENT SURVEY CONTROL
 JZ1754  ___________________________________________________________________
 JZ1754* NAD 83(1986)-  39 31 36.     (N)    085 20 09.     (W)     SCALED    
 JZ1754* NAVD 88     -       321.310  (meters)    1054.16   (feet)  ADJUSTED  
 JZ1754  ___________________________________________________________________
 JZ1754  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ1754  DYNAMIC HT  -         321.114 (meters)    1053.52  (feet)  COMP
 JZ1754  MODELED GRAV-     980,007.0   (mgal)                       NAVD 88
 JZ1754
 JZ1754  VERT ORDER  -  SECOND    CLASS 0
 JZ1754
 JZ1754.The horizontal coordinates were scaled from a topographic map and have
 JZ1754.an estimated accuracy of +/- 6 seconds.
 JZ1754
 JZ1754.The orthometric height was determined by differential leveling
 JZ1754.and adjusted by the National Geodetic Survey in June 1991..
 JZ1754
 JZ1754.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1754.See file dsdata.txt to determine how the superseded data were derived.
 JZ1754
 JZ1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ430765(NAD 83)
 JZ1754_MARKER: DB = BENCH MARK DISK
 JZ1754_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1754_SP_SET: CULVERT
 JZ1754_STAMPING: D 259 1947
 JZ1754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1959 ***********************************************************************
 JZ1959  DESIGNATION -  D 260
 JZ1959  PID         -  JZ1959
 JZ1959  STATE/COUNTY-  IN/FRANKLIN
 JZ1959  USGS QUAD   -  CLARKSBURG (1993)
 JZ1959
 JZ1959                         *CURRENT SURVEY CONTROL
 JZ1959  ___________________________________________________________________
 JZ1959* NAD 83(1986)-  39 27 54.     (N)    085 16 45.     (W)     SCALED    
 JZ1959* NAVD 88     -       284.509  (meters)     933.43   (feet)  ADJUSTED  
 JZ1959  ___________________________________________________________________
 JZ1959  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ1959  DYNAMIC HT  -         284.334 (meters)     932.85  (feet)  COMP
 JZ1959  MODELED GRAV-     980,003.9   (mgal)                       NAVD 88
 JZ1959
 JZ1959  VERT ORDER  -  SECOND    CLASS 0
 JZ1959
 JZ1959.The horizontal coordinates were scaled from a topographic map and have
 JZ1959.an estimated accuracy of +/- 6 seconds.
 JZ1959
 JZ1959.The orthometric height was determined by differential leveling
 JZ1959.and adjusted by the National Geodetic Survey in June 1991..
 JZ1959
 JZ1959.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1959.See file dsdata.txt to determine how the superseded data were derived.
 JZ1959
 JZ1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ480697(NAD 83)
 JZ1959_MARKER: DB = BENCH MARK DISK
 JZ1959_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1959_SP_SET: BRIDGE
 JZ1959_STAMPING: D 260 1947
 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 = OCTOBER  6, 2006
 JZ1774 ***********************************************************************
 JZ1774  DESIGNATION -  D 261
 JZ1774  PID         -  JZ1774
 JZ1774  STATE/COUNTY-  IN/FAYETTE
 JZ1774  USGS QUAD   -  ALPINE (1994)
 JZ1774
 JZ1774                         *CURRENT SURVEY CONTROL
 JZ1774  ___________________________________________________________________
 JZ1774* NAD 83(1986)-  39 32 26.     (N)    085 10 23.     (W)     SCALED    
 JZ1774* NAVD 88     -       254.834  (meters)     836.07   (feet)  ADJUSTED  
 JZ1774  ___________________________________________________________________
 JZ1774  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ1774  DYNAMIC HT  -         254.678 (meters)     835.56  (feet)  COMP
 JZ1774  MODELED GRAV-     980,010.6   (mgal)                       NAVD 88
 JZ1774
 JZ1774  VERT ORDER  -  SECOND    CLASS 0
 JZ1774
 JZ1774.The horizontal coordinates were scaled from a topographic map and have
 JZ1774.an estimated accuracy of +/- 6 seconds.
 JZ1774
 JZ1774.The orthometric height was determined by differential leveling
 JZ1774.and adjusted by the National Geodetic Survey in June 1991..
 JZ1774
 JZ1774.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 JZ1774;SPC IN E     -   476,620.      142,430.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1774.See file dsdata.txt to determine how the superseded data were derived.
 JZ1774
 JZ1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ569783(NAD 83)
 JZ1774_MARKER: DB = BENCH MARK DISK
 JZ1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1774_STAMPING: D 261 1947
 JZ1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1774+STABILITY: SURFACE MOTION
 JZ1774
 JZ1774  HISTORY     - Date     Condition        Report By
 JZ1774  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2041 ***********************************************************************
 JZ2041  DESIGNATION -  D 262
 JZ2041  PID         -  JZ2041
 JZ2041  STATE/COUNTY-  IN/FRANKLIN
 JZ2041  USGS QUAD   -  BROOKVILLE (1993)
 JZ2041
 JZ2041                         *CURRENT SURVEY CONTROL
 JZ2041  ___________________________________________________________________
 JZ2041* NAD 83(1986)-  39 26 05.     (N)    085 02 50.     (W)     SCALED    
 JZ2041* NAVD 88     -       197.047  (meters)     646.48   (feet)  ADJUSTED  
 JZ2041  ___________________________________________________________________
 JZ2041  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ2041  DYNAMIC HT  -         196.928 (meters)     646.09  (feet)  COMP
 JZ2041  MODELED GRAV-     980,018.3   (mgal)                       NAVD 88
 JZ2041
 JZ2041  VERT ORDER  -  SECOND    CLASS 0
 JZ2041
 JZ2041.The horizontal coordinates were scaled from a topographic map and have
 JZ2041.an estimated accuracy of +/- 6 seconds.
 JZ2041
 JZ2041.The orthometric height was determined by differential leveling
 JZ2041.and adjusted by the National Geodetic Survey in June 1991..
 JZ2041
 JZ2041.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2041.See file dsdata.txt to determine how the superseded data were derived.
 JZ2041
 JZ2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ680668(NAD 83)
 JZ2041_MARKER: DB = BENCH MARK DISK
 JZ2041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2041_SP_SET: BRIDGE
 JZ2041_STAMPING: D 262 1947
 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 = OCTOBER  6, 2006
 JZ1795 ***********************************************************************
 JZ1795  DESIGNATION -  D 263
 JZ1795  PID         -  JZ1795
 JZ1795  STATE/COUNTY-  IN/UNION
 JZ1795  USGS QUAD   -  EVERTON (1993)
 JZ1795
 JZ1795                         *CURRENT SURVEY CONTROL
 JZ1795  ___________________________________________________________________
 JZ1795* NAD 83(1986)-  39 32 25.     (N)    085 02 10.     (W)     SCALED    
 JZ1795* NAVD 88     -       298.882  (meters)     980.58   (feet)  ADJUSTED  
 JZ1795  ___________________________________________________________________
 JZ1795  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JZ1795  DYNAMIC HT  -         298.701 (meters)     979.99  (feet)  COMP
 JZ1795  MODELED GRAV-     980,011.3   (mgal)                       NAVD 88
 JZ1795
 JZ1795  VERT ORDER  -  SECOND    CLASS 0
 JZ1795
 JZ1795.The horizontal coordinates were scaled from a topographic map and have
 JZ1795.an estimated accuracy of +/- 6 seconds.
 JZ1795
 JZ1795.The orthometric height was determined by differential leveling
 JZ1795.and adjusted by the National Geodetic Survey in June 1991..
 JZ1795
 JZ1795.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1795.See file dsdata.txt to determine how the superseded data were derived.
 JZ1795
 JZ1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ687785(NAD 83)
 JZ1795_MARKER: DB = BENCH MARK DISK
 JZ1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1795_STAMPING: D 263 1947
 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 = OCTOBER  6, 2006
 JZ2062 ***********************************************************************
 JZ2062  DESIGNATION -  D 264
 JZ2062  PID         -  JZ2062
 JZ2062  STATE/COUNTY-  IN/DEARBORN
 JZ2062  USGS QUAD   -  SPADES (1993)
 JZ2062
 JZ2062                         *CURRENT SURVEY CONTROL
 JZ2062  ___________________________________________________________________
 JZ2062* NAD 83(1986)-  39 16 58.     (N)    085 00 37.     (W)     SCALED    
 JZ2062* NAVD 88     -       286.845  (meters)     941.09   (feet)  ADJUSTED  
 JZ2062  ___________________________________________________________________
 JZ2062  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ2062  DYNAMIC HT  -         286.665 (meters)     940.50  (feet)  COMP
 JZ2062  MODELED GRAV-     979,994.7   (mgal)                       NAVD 88
 JZ2062
 JZ2062  VERT ORDER  -  SECOND    CLASS 0
 JZ2062
 JZ2062.The horizontal coordinates were scaled from a topographic map and have
 JZ2062.an estimated accuracy of +/- 6 seconds.
 JZ2062
 JZ2062.The orthometric height was determined by differential leveling
 JZ2062.and adjusted by the National Geodetic Survey in June 1991..
 JZ2062
 JZ2062.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2062.See file dsdata.txt to determine how the superseded data were derived.
 JZ2062
 JZ2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ716500(NAD 83)
 JZ2062_MARKER: DB = BENCH MARK DISK
 JZ2062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2062_SP_SET: BRIDGE
 JZ2062_STAMPING: D 264 1947
 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 = OCTOBER  6, 2006
 JZ2033 ***********************************************************************
 JZ2033  DESIGNATION -  D 265
 JZ2033  PID         -  JZ2033
 JZ2033  STATE/COUNTY-  IN/FRANKLIN
 JZ2033  USGS QUAD   -  BROOKVILLE (1993)
 JZ2033
 JZ2033                         *CURRENT SURVEY CONTROL
 JZ2033  ___________________________________________________________________
 JZ2033* NAD 83(1986)-  39 24 02.     (N)    085 05 07.     (W)     SCALED    
 JZ2033* NAVD 88     -       294.879  (meters)     967.45   (feet)  ADJUSTED  
 JZ2033  ___________________________________________________________________
 JZ2033  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ2033  DYNAMIC HT  -         294.697 (meters)     966.85  (feet)  COMP
 JZ2033  MODELED GRAV-     980,004.0   (mgal)                       NAVD 88
 JZ2033
 JZ2033  VERT ORDER  -  SECOND    CLASS 0
 JZ2033
 JZ2033.The horizontal coordinates were scaled from a topographic map and have
 JZ2033.an estimated accuracy of +/- 6 seconds.
 JZ2033
 JZ2033.The orthometric height was determined by differential leveling
 JZ2033.and adjusted by the National Geodetic Survey in June 1991..
 JZ2033
 JZ2033.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2033.See file dsdata.txt to determine how the superseded data were derived.
 JZ2033
 JZ2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ648629(NAD 83)
 JZ2033_MARKER: DB = BENCH MARK DISK
 JZ2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2033_STAMPING: D 265 1947
 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 = OCTOBER  6, 2006
 KA0183 ***********************************************************************
 KA0183  DESIGNATION -  D 266
 KA0183  PID         -  KA0183
 KA0183  STATE/COUNTY-  IN/MARION
 KA0183  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA0183
 KA0183                         *CURRENT SURVEY CONTROL
 KA0183  ___________________________________________________________________
 KA0183* NAD 83(1986)-  39 45 53.     (N)    086 08 56.     (W)     SCALED    
 KA0183* NAVD 88     -       221.905  (meters)     728.03   (feet)  ADJUSTED  
 KA0183  ___________________________________________________________________
 KA0183  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KA0183  DYNAMIC HT  -         221.782 (meters)     727.63  (feet)  COMP
 KA0183  MODELED GRAV-     980,067.7   (mgal)                       NAVD 88
 KA0183
 KA0183  VERT ORDER  -  FIRST     CLASS II
 KA0183
 KA0183.The horizontal coordinates were scaled from a topographic map and have
 KA0183.an estimated accuracy of +/- 6 seconds.
 KA0183
 KA0183.The orthometric height was determined by differential leveling
 KA0183.and adjusted by the National Geodetic Survey in June 1991..
 KA0183.WARNING-Repeat measurements at this control monument indicate possible
 KA0183.vertical movement.
 KA0183
 KA0183.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0183.See file dsdata.txt to determine how the superseded data were derived.
 KA0183
 KA0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK729019(NAD 83)
 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 = OCTOBER  6, 2006
 JZ2245 ***********************************************************************
 JZ2245  DESIGNATION -  D 267
 JZ2245  PID         -  JZ2245
 JZ2245  STATE/COUNTY-  IN/DECATUR
 JZ2245  USGS QUAD   -  FOREST HILL (1993)
 JZ2245
 JZ2245                         *CURRENT SURVEY CONTROL
 JZ2245  ___________________________________________________________________
 JZ2245* NAD 83(1986)-  39 16 22.     (N)    085 34 30.     (W)     SCALED    
 JZ2245* NAVD 88     -       263.375  (meters)     864.09   (feet)  ADJUSTED  
 JZ2245  ___________________________________________________________________
 JZ2245  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ2245  DYNAMIC HT  -         263.210 (meters)     863.55  (feet)  COMP
 JZ2245  MODELED GRAV-     979,994.6   (mgal)                       NAVD 88
 JZ2245
 JZ2245  VERT ORDER  -  SECOND    CLASS 0
 JZ2245
 JZ2245.The horizontal coordinates were scaled from a topographic map and have
 JZ2245.an estimated accuracy of +/- 6 seconds.
 JZ2245
 JZ2245.The orthometric height was determined by differential leveling
 JZ2245.and adjusted by the National Geodetic Survey in June 1991..
 JZ2245
 JZ2245.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2245.See file dsdata.txt to determine how the superseded data were derived.
 JZ2245
 JZ2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ229480(NAD 83)
 JZ2245_MARKER: DB = BENCH MARK DISK
 JZ2245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2245_STAMPING: D 267 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2231 ***********************************************************************
 JZ2231  DESIGNATION -  D 268
 JZ2231  PID         -  JZ2231
 JZ2231  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2231  USGS QUAD   -  ELIZABETHTOWN (1993)
 JZ2231
 JZ2231                         *CURRENT SURVEY CONTROL
 JZ2231  ___________________________________________________________________
 JZ2231* NAD 83(1986)-  39 14 01.     (N)    085 45 02.     (W)     SCALED    
 JZ2231* NAVD 88     -       213.923  (meters)     701.85   (feet)  ADJUSTED  
 JZ2231  ___________________________________________________________________
 JZ2231  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ2231  DYNAMIC HT  -         213.791 (meters)     701.41  (feet)  COMP
 JZ2231  MODELED GRAV-     980,004.1   (mgal)                       NAVD 88
 JZ2231
 JZ2231  VERT ORDER  -  SECOND    CLASS 0
 JZ2231
 JZ2231.The horizontal coordinates were scaled from a topographic map and have
 JZ2231.an estimated accuracy of +/- 6 seconds.
 JZ2231
 JZ2231.The orthometric height was determined by differential leveling
 JZ2231.and adjusted by the National Geodetic Survey in June 1991..
 JZ2231
 JZ2231.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2231.See file dsdata.txt to determine how the superseded data were derived.
 JZ2231
 JZ2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ078434(NAD 83)
 JZ2231_MARKER: DB = BENCH MARK DISK
 JZ2231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2231_STAMPING: D 268 1947
 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 = OCTOBER  6, 2006
 JZ2338 ***********************************************************************
 JZ2338  DESIGNATION -  D 269
 JZ2338  PID         -  JZ2338
 JZ2338  STATE/COUNTY-  IN/SHELBY
 JZ2338  USGS QUAD   -  SHELBYVILLE (1994)
 JZ2338
 JZ2338                         *CURRENT SURVEY CONTROL
 JZ2338  ___________________________________________________________________
 JZ2338* NAD 83(1986)-  39 32 24.     (N)    085 47 30.     (W)     SCALED    
 JZ2338* NAVD 88     -       237.216  (meters)     778.27   (feet)  ADJUSTED  
 JZ2338  ___________________________________________________________________
 JZ2338  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JZ2338  DYNAMIC HT  -         237.077 (meters)     777.81  (feet)  COMP
 JZ2338  MODELED GRAV-     980,036.1   (mgal)                       NAVD 88
 JZ2338
 JZ2338  VERT ORDER  -  FIRST     CLASS II
 JZ2338
 JZ2338.The horizontal coordinates were scaled from a topographic map and have
 JZ2338.an estimated accuracy of +/- 6 seconds.
 JZ2338
 JZ2338.The orthometric height was determined by differential leveling
 JZ2338.and adjusted by the National Geodetic Survey in June 1991..
 JZ2338
 JZ2338.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2338.See file dsdata.txt to determine how the superseded data were derived.
 JZ2338
 JZ2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ038774(NAD 83)
 JZ2338_MARKER: DB = BENCH MARK DISK
 JZ2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2338_SP_SET: CONCRETE POST
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0422 ***********************************************************************
 LB0422  DESIGNATION -  D 27
 LB0422  PID         -  LB0422
 LB0422  STATE/COUNTY-  IN/HOWARD
 LB0422  USGS QUAD   -  KOKOMO WEST (1992)
 LB0422
 LB0422                         *CURRENT SURVEY CONTROL
 LB0422  ___________________________________________________________________
 LB0422* NAD 83(1986)-  40 29 34.     (N)    086 08 03.     (W)     SCALED    
 LB0422* NAVD 88     -       249.257  (meters)     817.77   (feet)  ADJUSTED  
 LB0422  ___________________________________________________________________
 LB0422  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LB0422  DYNAMIC HT  -         249.128 (meters)     817.35  (feet)  COMP
 LB0422  MODELED GRAV-     980,102.5   (mgal)                       NAVD 88
 LB0422
 LB0422  VERT ORDER  -  SECOND    CLASS 0
 LB0422
 LB0422.The horizontal coordinates were scaled from a topographic map and have
 LB0422.an estimated accuracy of +/- 6 seconds.
 LB0422
 LB0422.The orthometric height was determined by differential leveling
 LB0422.and adjusted by the National Geodetic Survey in June 1991..
 LB0422.WARNING-Repeat measurements at this control monument indicate possible
 LB0422.vertical movement.
 LB0422
 LB0422.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0422.See file dsdata.txt to determine how the superseded data were derived.
 LB0422
 LB0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK733828(NAD 83)
 LB0422_MARKER: DB = BENCH MARK DISK
 LB0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0422_STAMPING: D 27 1934
 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             NGS
 LB0422
 LB0422                          STATION DESCRIPTION
 LB0422
 LB0422'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0423 ***********************************************************************
 LB0423  DESIGNATION -  D 27 RESET 1959
 LB0423  PID         -  LB0423
 LB0423  STATE/COUNTY-  IN/HOWARD
 LB0423  USGS QUAD   -  KOKOMO WEST (1992)
 LB0423
 LB0423                         *CURRENT SURVEY CONTROL
 LB0423  ___________________________________________________________________
 LB0423* NAD 83(1986)-  40 29 34.     (N)    086 08 03.     (W)     SCALED    
 LB0423* NAVD 88     -       249.06   (meters)     817.1    (feet)  RESET     
 LB0423  ___________________________________________________________________
 LB0423  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LB0423
 LB0423  VERT ORDER  -  THIRD
 LB0423
 LB0423.The horizontal coordinates were scaled from a topographic map and have
 LB0423.an estimated accuracy of +/- 6 seconds.
 LB0423
 LB0423.The orthometric height was computed from unverified reset data.
 LB0423
 LB0423.The geoid height was determined by GEOID03.
 LB0423
 LB0423;                    North         East    Units  Estimated Accuracy
 LB0423;SPC IN E     -   582,340.       60,370.      MT  (+/- 180 meters Scaled)
 LB0423
 LB0423                          SUPERSEDED SURVEY CONTROL
 LB0423
 LB0423.No superseded survey control is available for this station.
 LB0423
 LB0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK733828(NAD 83)
 LB0423_MARKER: DB = BENCH MARK DISK
 LB0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0423_STAMPING: D 27 RESET 1959
 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 = OCTOBER  6, 2006
 JZ2168 ***********************************************************************
 JZ2168  DESIGNATION -  D 270
 JZ2168  PID         -  JZ2168
 JZ2168  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2168  USGS QUAD   -  GRAMMER (1993)
 JZ2168
 JZ2168                         *CURRENT SURVEY CONTROL
 JZ2168  ___________________________________________________________________
 JZ2168* NAD 83(1986)-  39 11 32.     (N)    085 43 29.     (W)     SCALED    
 JZ2168* NAVD 88     -       225.028  (meters)     738.28   (feet)  ADJUSTED  
 JZ2168  ___________________________________________________________________
 JZ2168  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ2168  DYNAMIC HT  -         224.888 (meters)     737.82  (feet)  COMP
 JZ2168  MODELED GRAV-     980,000.3   (mgal)                       NAVD 88
 JZ2168
 JZ2168  VERT ORDER  -  SECOND    CLASS 0
 JZ2168
 JZ2168.The horizontal coordinates were scaled from a topographic map and have
 JZ2168.an estimated accuracy of +/- 6 seconds.
 JZ2168
 JZ2168.The orthometric height was determined by differential leveling
 JZ2168.and adjusted by the National Geodetic Survey in June 1991..
 JZ2168
 JZ2168.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2168.See file dsdata.txt to determine how the superseded data were derived.
 JZ2168
 JZ2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ101388(NAD 83)
 JZ2168_MARKER: DB = BENCH MARK DISK
 JZ2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2168_SP_SET: 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 = OCTOBER  6, 2006
 JZ2220 ***********************************************************************
 JZ2220  DESIGNATION -  D 271
 JZ2220  PID         -  JZ2220
 JZ2220  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2220  USGS QUAD   -  COLUMBUS (1993)
 JZ2220
 JZ2220                         *CURRENT SURVEY CONTROL
 JZ2220  ___________________________________________________________________
 JZ2220* NAD 83(1986)-  39 08 34.     (N)    085 55 13.     (W)     SCALED    
 JZ2220* NAVD 88     -       185.980  (meters)     610.17   (feet)  ADJUSTED  
 JZ2220  ___________________________________________________________________
 JZ2220  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JZ2220  DYNAMIC HT  -         185.865 (meters)     609.79  (feet)  COMP
 JZ2220  MODELED GRAV-     980,008.2   (mgal)                       NAVD 88
 JZ2220
 JZ2220  VERT ORDER  -  SECOND    CLASS 0
 JZ2220
 JZ2220.The horizontal coordinates were scaled from a topographic map and have
 JZ2220.an estimated accuracy of +/- 6 seconds.
 JZ2220
 JZ2220.The orthometric height was determined by differential leveling
 JZ2220.and adjusted by the National Geodetic Survey in June 1991..
 JZ2220
 JZ2220.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2220.See file dsdata.txt to determine how the superseded data were derived.
 JZ2220
 JZ2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ933331(NAD 83)
 JZ2220_MARKER: DB = BENCH MARK DISK
 JZ2220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2220_STAMPING: D 271 1947
 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 = OCTOBER  6, 2006
 JZ1842 ***********************************************************************
 JZ1842  DESIGNATION -  D 272
 JZ1842  PID         -  JZ1842
 JZ1842  STATE/COUNTY-  IN/DECATUR
 JZ1842  USGS QUAD   -  GREENSBURG (1993)
 JZ1842
 JZ1842                         *CURRENT SURVEY CONTROL
 JZ1842  ___________________________________________________________________
 JZ1842* NAD 83(1986)-  39 19 57.     (N)    085 27 23.     (W)     SCALED    
 JZ1842* NAVD 88     -       296.317  (meters)     972.17   (feet)  ADJUSTED  
 JZ1842  ___________________________________________________________________
 JZ1842  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ1842  DYNAMIC HT  -         296.131 (meters)     971.56  (feet)  COMP
 JZ1842  MODELED GRAV-     979,992.2   (mgal)                       NAVD 88
 JZ1842
 JZ1842  VERT ORDER  -  FIRST     CLASS II
 JZ1842
 JZ1842.The horizontal coordinates were scaled from a topographic map and have
 JZ1842.an estimated accuracy of +/- 6 seconds.
 JZ1842
 JZ1842.The orthometric height was determined by differential leveling
 JZ1842.and adjusted by the National Geodetic Survey in June 1991..
 JZ1842.WARNING-Repeat measurements at this control monument indicate possible
 JZ1842.vertical movement.
 JZ1842
 JZ1842.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1842.See file dsdata.txt to determine how the superseded data were derived.
 JZ1842
 JZ1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ330548(NAD 83)
 JZ1842_MARKER: DB = BENCH MARK DISK
 JZ1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1842_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 JZ0553 ***********************************************************************
 JZ0553  DESIGNATION -  D 273
 JZ0553  PID         -  JZ0553
 JZ0553  STATE/COUNTY-  IN/DEARBORN
 JZ0553  USGS QUAD   -  GUILFORD (1983)
 JZ0553
 JZ0553                         *CURRENT SURVEY CONTROL
 JZ0553  ___________________________________________________________________
 JZ0553* NAD 83(1986)-  39 09 59.     (N)    084 57 24.     (W)     SCALED    
 JZ0553* NAVD 88     -       183.498  (meters)     602.03   (feet)  ADJUSTED  
 JZ0553  ___________________________________________________________________
 JZ0553  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ0553  DYNAMIC HT  -         183.382 (meters)     601.65  (feet)  COMP
 JZ0553  MODELED GRAV-     979,993.9   (mgal)                       NAVD 88
 JZ0553
 JZ0553  VERT ORDER  -  FIRST     CLASS II
 JZ0553
 JZ0553.The horizontal coordinates were scaled from a topographic map and have
 JZ0553.an estimated accuracy of +/- 6 seconds.
 JZ0553
 JZ0553.The orthometric height was determined by differential leveling
 JZ0553.and adjusted by the National Geodetic Survey in June 1991..
 JZ0553
 JZ0553.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0553.See file dsdata.txt to determine how the superseded data were derived.
 JZ0553
 JZ0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ765372(NAD 83)
 JZ0553_MARKER: DB = BENCH MARK DISK
 JZ0553_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0553_SP_SET: BRIDGE
 JZ0553_STAMPING: D 273 1947
 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 = OCTOBER  6, 2006
 JZ0928 ***********************************************************************
 JZ0928  DESIGNATION -  D 274
 JZ0928  PID         -  JZ0928
 JZ0928  STATE/COUNTY-  IN/FRANKLIN
 JZ0928  USGS QUAD   -  CEDAR GROVE (1994)
 JZ0928
 JZ0928                         *CURRENT SURVEY CONTROL
 JZ0928  ___________________________________________________________________
 JZ0928* NAD 83(1986)-  39 18 34.     (N)    084 54 02.     (W)     SCALED    
 JZ0928* NAVD 88     -       186.591  (meters)     612.17   (feet)  ADJUSTED  
 JZ0928  ___________________________________________________________________
 JZ0928  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JZ0928  DYNAMIC HT  -         186.479 (meters)     611.81  (feet)  COMP
 JZ0928  MODELED GRAV-     980,021.8   (mgal)                       NAVD 88
 JZ0928
 JZ0928  VERT ORDER  -  SECOND    CLASS 0
 JZ0928
 JZ0928.The horizontal coordinates were scaled from a topographic map and have
 JZ0928.an estimated accuracy of +/- 6 seconds.
 JZ0928
 JZ0928.The orthometric height was determined by differential leveling
 JZ0928.and adjusted by the National Geodetic Survey in June 1991..
 JZ0928
 JZ0928.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0928.See file dsdata.txt to determine how the superseded data were derived.
 JZ0928
 JZ0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ810532(NAD 83)
 JZ0928_MARKER: DB = BENCH MARK DISK
 JZ0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0928_STAMPING: D 274 1947
 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 = OCTOBER  6, 2006
 HB0104 ***********************************************************************
 HB0104  DESIGNATION -  D 275
 HB0104  PID         -  HB0104
 HB0104  STATE/COUNTY-  IN/POSEY
 HB0104  USGS QUAD   -  WABASH ISLAND (1981)
 HB0104
 HB0104                         *CURRENT SURVEY CONTROL
 HB0104  ___________________________________________________________________
 HB0104* NAD 83(1986)-  37 51 18.     (N)    088 01 37.     (W)     SCALED    
 HB0104* NAVD 88     -       108.175  (meters)     354.90   (feet)  ADJUSTED  
 HB0104  ___________________________________________________________________
 HB0104  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 HB0104  DYNAMIC HT  -         108.101 (meters)     354.66  (feet)  COMP
 HB0104  MODELED GRAV-     979,944.7   (mgal)                       NAVD 88
 HB0104
 HB0104  VERT ORDER  -  FIRST     CLASS II
 HB0104
 HB0104.The horizontal coordinates were scaled from a topographic map and have
 HB0104.an estimated accuracy of +/- 6 seconds.
 HB0104
 HB0104.The orthometric height was determined by differential leveling
 HB0104.and adjusted by the National Geodetic Survey in June 1991..
 HB0104
 HB0104.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HB0104
 HB0104  NGVD 29 (??/??/??)  108.281  (m)          355.25   (f) ADJUSTED    1 2
 HB0104
 HB0104.Superseded values are not recommended for survey control.
 HB0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0104.See file dsdata.txt to determine how the superseded data were derived.
 HB0104
 HB0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG096902(NAD 83)
 HB0104_MARKER: DB = BENCH MARK DISK
 HB0104_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0104_SP_SET: ABUTMENT
 HB0104_STAMPING: D 275 1954
 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 = OCTOBER  6, 2006
 JZ1595 ***********************************************************************
 JZ1595  DESIGNATION -  D 276
 JZ1595  PID         -  JZ1595
 JZ1595  STATE/COUNTY-  IN/WAYNE
 JZ1595  USGS QUAD   -  CAMBRIDGE CITY (1981)
 JZ1595
 JZ1595                         *CURRENT SURVEY CONTROL
 JZ1595  ___________________________________________________________________
 JZ1595* NAD 83(1986)-  39 48 10.     (N)    085 10 59.     (W)     SCALED    
 JZ1595* NAVD 88     -       294.310  (meters)     965.58   (feet)  ADJUSTED  
 JZ1595  ___________________________________________________________________
 JZ1595  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JZ1595  DYNAMIC HT  -         294.140 (meters)     965.02  (feet)  COMP
 JZ1595  MODELED GRAV-     980,041.5   (mgal)                       NAVD 88
 JZ1595
 JZ1595  VERT ORDER  -  SECOND    CLASS 0
 JZ1595
 JZ1595.The horizontal coordinates were scaled from a topographic map and have
 JZ1595.an estimated accuracy of +/- 6 seconds.
 JZ1595
 JZ1595.The orthometric height was determined by differential leveling
 JZ1595.and adjusted by the National Geodetic Survey in June 1991..
 JZ1595
 JZ1595.The geoid height was determined by GEOID03.
 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     -   505,730.      141,420.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1595.See file dsdata.txt to determine how the superseded data were derived.
 JZ1595
 JZ1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK555074(NAD 83)
 JZ1595_MARKER: DB = BENCH MARK DISK
 JZ1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1595_STAMPING: D 276 1947
 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 = OCTOBER  6, 2006
 JZ1467 ***********************************************************************
 JZ1467  DESIGNATION -  D 277
 JZ1467  PID         -  JZ1467
 JZ1467  STATE/COUNTY-  IN/WAYNE
 JZ1467  USGS QUAD   -  NEW PARIS (1981)
 JZ1467
 JZ1467                         *CURRENT SURVEY CONTROL
 JZ1467  ___________________________________________________________________
 JZ1467* NAD 83(1986)-  39 45 29.     (N)    084 51 05.     (W)     SCALED    
 JZ1467* NAVD 88     -       342.504  (meters)    1123.70   (feet)  ADJUSTED  
 JZ1467  ___________________________________________________________________
 JZ1467  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JZ1467  DYNAMIC HT  -         342.302 (meters)    1123.04  (feet)  COMP
 JZ1467  MODELED GRAV-     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 topographic map and have
 JZ1467.an estimated accuracy of +/- 6 seconds.
 JZ1467
 JZ1467.The orthometric height was determined by differential leveling
 JZ1467.and adjusted by the National Geodetic Survey in June 1991..
 JZ1467
 JZ1467.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1467.See file dsdata.txt to determine how the superseded data were derived.
 JZ1467
 JZ1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK840031(NAD 83)
 JZ1467_MARKER: DB = BENCH MARK DISK
 JZ1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1467_STAMPING: D 277 1947
 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 = OCTOBER  6, 2006
 HZ1371 ***********************************************************************
 HZ1371  DESIGNATION -  D 278
 HZ1371  PID         -  HZ1371
 HZ1371  STATE/COUNTY-  IN/CLARK
 HZ1371  USGS QUAD   -  NEW ALBANY (1992)
 HZ1371
 HZ1371                         *CURRENT SURVEY CONTROL
 HZ1371  ___________________________________________________________________
 HZ1371* NAD 83(1986)-  38 18 07.     (N)    085 45 47.     (W)     SCALED    
 HZ1371* NAVD 88     -       140.322  (meters)     460.37   (feet)  ADJUSTED  
 HZ1371  ___________________________________________________________________
 HZ1371  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HZ1371  DYNAMIC HT  -         140.228 (meters)     460.06  (feet)  COMP
 HZ1371  MODELED GRAV-     979,955.1   (mgal)                       NAVD 88
 HZ1371
 HZ1371  VERT ORDER  -  FIRST     CLASS II
 HZ1371
 HZ1371.The horizontal coordinates were scaled from a topographic map and have
 HZ1371.an estimated accuracy of +/- 6 seconds.
 HZ1371
 HZ1371.The orthometric height was determined by differential leveling
 HZ1371.and adjusted by the National Geodetic Survey in June 1991..
 HZ1371
 HZ1371.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1371.See file dsdata.txt to determine how the superseded data were derived.
 HZ1371
 HZ1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH081400(NAD 83)
 HZ1371_MARKER: DB = BENCH MARK DISK
 HZ1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1371_STAMPING: D 278 1949
 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             NGS
 HZ1371  HISTORY     - 1979     MARK NOT FOUND   USGS
 HZ1371
 HZ1371                          STATION DESCRIPTION
 HZ1371
 HZ1371'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0214 ***********************************************************************
 JA0214  DESIGNATION -  D 279
 JA0214  PID         -  JA0214
 JA0214  STATE/COUNTY-  IN/WASHINGTON
 JA0214  USGS QUAD   -  SALEM (1994)
 JA0214
 JA0214                         *CURRENT SURVEY CONTROL
 JA0214  ___________________________________________________________________
 JA0214* NAD 83(1986)-  38 36 33.     (N)    086 04 44.     (W)     SCALED    
 JA0214* NAVD 88     -       224.783  (meters)     737.48   (feet)  ADJUSTED  
 JA0214  ___________________________________________________________________
 JA0214  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JA0214  DYNAMIC HT  -         224.633 (meters)     736.98  (feet)  COMP
 JA0214  MODELED GRAV-     979,955.1   (mgal)                       NAVD 88
 JA0214
 JA0214  VERT ORDER  -  FIRST     CLASS II
 JA0214
 JA0214.The horizontal coordinates were scaled from a topographic map and have
 JA0214.an estimated accuracy of +/- 6 seconds.
 JA0214
 JA0214.The orthometric height was determined by differential leveling
 JA0214.and adjusted by the National Geodetic Survey in June 1991..
 JA0214
 JA0214.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0214.See file dsdata.txt to determine how the superseded data were derived.
 JA0214
 JA0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH801738(NAD 83)
 JA0214_MARKER: DB = BENCH MARK DISK
 JA0214_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0214_SP_SET: BRIDGE
 JA0214_STAMPING: D 279 1949
 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 = OCTOBER  6, 2006
 LB0228 ***********************************************************************
 LB0228  DESIGNATION -  D 28
 LB0228  PID         -  LB0228
 LB0228  STATE/COUNTY-  IN/CASS
 LB0228  USGS QUAD   -  TWELVE MILE (1991)
 LB0228
 LB0228                         *CURRENT SURVEY CONTROL
 LB0228  ___________________________________________________________________
 LB0228* NAD 83(1986)-  40 45 59.     (N)    086 13 36.     (W)     SCALED    
 LB0228* NAVD 88     -       206.639  (meters)     677.95   (feet)  ADJUSTED  
 LB0228  ___________________________________________________________________
 LB0228  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 LB0228  DYNAMIC HT  -         206.541 (meters)     677.63  (feet)  COMP
 LB0228  MODELED GRAV-     980,144.2   (mgal)                       NAVD 88
 LB0228
 LB0228  VERT ORDER  -  SECOND    CLASS 0
 LB0228
 LB0228.The horizontal coordinates were scaled from a topographic map and have
 LB0228.an estimated accuracy of +/- 6 seconds.
 LB0228
 LB0228.The orthometric height was determined by differential leveling
 LB0228.and adjusted by the National Geodetic Survey in June 1991..
 LB0228
 LB0228.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0228.See file dsdata.txt to determine how the superseded data were derived.
 LB0228
 LB0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL652131(NAD 83)
 LB0228_MARKER: DB = BENCH MARK DISK
 LB0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0228_STAMPING: D 28 1934
 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             NGS
 LB0228  HISTORY     - 1969     POOR             BRADY
 LB0228
 LB0228                          STATION DESCRIPTION
 LB0228
 LB0228'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0805 ***********************************************************************
 JA0805  DESIGNATION -  D 280
 JA0805  PID         -  JA0805
 JA0805  STATE/COUNTY-  IN/GREENE
 JA0805  USGS QUAD   -  OWENSBURG (1978)
 JA0805
 JA0805                         *CURRENT SURVEY CONTROL
 JA0805  ___________________________________________________________________
 JA0805* NAD 83(1986)-  38 56 57.     (N)    086 44 27.     (W)     SCALED    
 JA0805* NAVD 88     -       231.503  (meters)     759.52   (feet)  ADJUSTED  
 JA0805  ___________________________________________________________________
 JA0805  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JA0805  DYNAMIC HT  -         231.357 (meters)     759.04  (feet)  COMP
 JA0805  MODELED GRAV-     979,989.7   (mgal)                       NAVD 88
 JA0805
 JA0805  VERT ORDER  -  FIRST     CLASS II
 JA0805
 JA0805.The horizontal coordinates were scaled from a topographic map and have
 JA0805.an estimated accuracy of +/- 6 seconds.
 JA0805
 JA0805.The orthometric height was determined by differential leveling
 JA0805.and adjusted by the National Geodetic Survey in June 1991..
 JA0805
 JA0805.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0805.See file dsdata.txt to determine how the superseded data were derived.
 JA0805
 JA0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ224111(NAD 83)
 JA0805_MARKER: DB = BENCH MARK DISK
 JA0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0805_STAMPING: D 280 1949
 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 = OCTOBER  6, 2006
 JA0116 ***********************************************************************
 JA0116  DESIGNATION -  D 281
 JA0116  PID         -  JA0116
 JA0116  STATE/COUNTY-  IN/LAWRENCE
 JA0116  USGS QUAD   -  BEDFORD EAST (1978)
 JA0116
 JA0116                         *CURRENT SURVEY CONTROL
 JA0116  ___________________________________________________________________
 JA0116* NAD 83(1986)-  38 46 09.     (N)    086 29 06.     (W)     SCALED    
 JA0116* NAVD 88     -       195.981  (meters)     642.98   (feet)  ADJUSTED  
 JA0116  ___________________________________________________________________
 JA0116  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JA0116  DYNAMIC HT  -         195.856 (meters)     642.57  (feet)  COMP
 JA0116  MODELED GRAV-     979,982.7   (mgal)                       NAVD 88
 JA0116
 JA0116  VERT ORDER  -  FIRST     CLASS II
 JA0116
 JA0116.The horizontal coordinates were scaled from a topographic map and have
 JA0116.an estimated accuracy of +/- 6 seconds.
 JA0116
 JA0116.The orthometric height was determined by differential leveling
 JA0116.and adjusted by the National Geodetic Survey in June 1991..
 JA0116
 JA0116.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0116.See file dsdata.txt to determine how the superseded data were derived.
 JA0116
 JA0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH447912(NAD 83)
 JA0116_MARKER: DB = BENCH MARK DISK
 JA0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0116_SP_SET: SIGNAL CONCRETE BASE
 JA0116_STAMPING: D 281 1949
 JA0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0116
 JA0116  HISTORY     - Date     Condition        Report By
 JA0116  HISTORY     - 1949     MONUMENTED       CGS
 JA0116  HISTORY     - 1967     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1967
 JA0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0787 ***********************************************************************
 JA0787  DESIGNATION -  D 282
 JA0787  PID         -  JA0787
 JA0787  STATE/COUNTY-  IN/LAWRENCE
 JA0787  USGS QUAD   -  OOLITIC (1978)
 JA0787
 JA0787                         *CURRENT SURVEY CONTROL
 JA0787  ___________________________________________________________________
 JA0787* NAD 83(1986)-  38 54 49.     (N)    086 33 04.     (W)     SCALED    
 JA0787* NAVD 88     -       168.660  (meters)     553.35   (feet)  ADJUSTED  
 JA0787  ___________________________________________________________________
 JA0787  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JA0787  DYNAMIC HT  -         168.554 (meters)     553.00  (feet)  COMP
 JA0787  MODELED GRAV-     980,000.1   (mgal)                       NAVD 88
 JA0787
 JA0787  VERT ORDER  -  FIRST     CLASS II
 JA0787
 JA0787.The horizontal coordinates were scaled from a topographic map and have
 JA0787.an estimated accuracy of +/- 6 seconds.
 JA0787
 JA0787.The orthometric height was determined by differential leveling
 JA0787.and adjusted by the National Geodetic Survey in June 1991..
 JA0787
 JA0787.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0787.See file dsdata.txt to determine how the superseded data were derived.
 JA0787
 JA0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ389072(NAD 83)
 JA0787_MARKER: DB = BENCH MARK DISK
 JA0787_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0787_SP_SET: CULVERT
 JA0787_STAMPING: D 282 1949
 JA0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0787
 JA0787  HISTORY     - Date     Condition        Report By
 JA0787  HISTORY     - 1949     MONUMENTED       CGS
 JA0787  HISTORY     - 1950     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1950
 JA0787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1211 ***********************************************************************
 JA1211  DESIGNATION -  D 283
 JA1211  PID         -  JA1211
 JA1211  STATE/COUNTY-  IN/POSEY
 JA1211  USGS QUAD   -  NEW HARMONY (1980)
 JA1211
 JA1211                         *CURRENT SURVEY CONTROL
 JA1211  ___________________________________________________________________
 JA1211* NAD 83(1986)-  38 08 41.     (N)    087 54 47.     (W)     SCALED    
 JA1211* NAVD 88     -       113.589  (meters)     372.67   (feet)  ADJUSTED  
 JA1211  ___________________________________________________________________
 JA1211  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 JA1211  DYNAMIC HT  -         113.513 (meters)     372.42  (feet)  COMP
 JA1211  MODELED GRAV-     979,956.1   (mgal)                       NAVD 88
 JA1211
 JA1211  VERT ORDER  -  FIRST     CLASS II
 JA1211
 JA1211.The horizontal coordinates were scaled from a topographic map and have
 JA1211.an estimated accuracy of +/- 6 seconds.
 JA1211
 JA1211.The orthometric height was determined by differential leveling
 JA1211.and adjusted by the National Geodetic Survey in June 1991..
 JA1211
 JA1211.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1211.See file dsdata.txt to determine how the superseded data were derived.
 JA1211
 JA1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH199222(NAD 83)
 JA1211_MARKER: DB = BENCH MARK DISK
 JA1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1211_STAMPING: D 283 1954
 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 = OCTOBER  6, 2006
 JA1184 ***********************************************************************
 JA1184  DESIGNATION -  D 284
 JA1184  PID         -  JA1184
 JA1184  STATE/COUNTY-  IN/GIBSON
 JA1184  USGS QUAD   -  GRAYVILLE (1980)
 JA1184
 JA1184                         *CURRENT SURVEY CONTROL
 JA1184  ___________________________________________________________________
 JA1184* NAD 83(1986)-  38 16 23.     (N)    087 52 42.     (W)     SCALED    
 JA1184* NAVD 88     -       116.883  (meters)     383.47   (feet)  ADJUSTED  
 JA1184  ___________________________________________________________________
 JA1184  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 JA1184  DYNAMIC HT  -         116.807 (meters)     383.22  (feet)  COMP
 JA1184  MODELED GRAV-     979,972.7   (mgal)                       NAVD 88
 JA1184
 JA1184  VERT ORDER  -  FIRST     CLASS II
 JA1184
 JA1184.The horizontal coordinates were scaled from a topographic map and have
 JA1184.an estimated accuracy of +/- 6 seconds.
 JA1184
 JA1184.The orthometric height was determined by differential leveling
 JA1184.and adjusted by the National Geodetic Survey in June 1991..
 JA1184
 JA1184.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1184.See file dsdata.txt to determine how the superseded data were derived.
 JA1184
 JA1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH231364(NAD 83)
 JA1184_MARKER: DB = BENCH MARK DISK
 JA1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1184_STAMPING: D 284 1954
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1348 ***********************************************************************
 JA1348  DESIGNATION -  D 285
 JA1348  PID         -  JA1348
 JA1348  STATE/COUNTY-  IN/KNOX
 JA1348  USGS QUAD   -  DECKER (1984)
 JA1348
 JA1348                         *CURRENT SURVEY CONTROL
 JA1348  ___________________________________________________________________
 JA1348* NAD 83(1986)-  38 35 32.     (N)    087 36 05.     (W)     SCALED    
 JA1348* NAVD 88     -       124.371  (meters)     408.04   (feet)  ADJUSTED  
 JA1348  ___________________________________________________________________
 JA1348  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 JA1348  DYNAMIC HT  -         124.294 (meters)     407.79  (feet)  COMP
 JA1348  MODELED GRAV-     980,004.8   (mgal)                       NAVD 88
 JA1348
 JA1348  VERT ORDER  -  FIRST     CLASS II
 JA1348
 JA1348.The horizontal coordinates were scaled from a topographic map and have
 JA1348.an estimated accuracy of +/- 6 seconds.
 JA1348
 JA1348.The orthometric height was determined by differential leveling
 JA1348.and adjusted by the National Geodetic Survey in June 1991..
 JA1348
 JA1348.The geoid height was determined by GEOID03.
 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     -   371,360.      854,870.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1348.See file dsdata.txt to determine how the superseded data were derived.
 JA1348
 JA1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH476716(NAD 83)
 JA1348_MARKER: DB = BENCH MARK DISK
 JA1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1348_STAMPING: D 285 1954
 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
 JA1348'                              NGS OPUS SOLUTION REPORT
 JA1348' 
 JA1348' 
 JA1348'LAT   38 35 32.53522  W LON   87 36  5.53576
 JA1348'EL HGT           92.782M   ORTHO HGT          124.364M
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1118 ***********************************************************************
 ME1118  DESIGNATION -  D 286
 ME1118  PID         -  ME1118
 ME1118  STATE/COUNTY-  IN/NEWTON
 ME1118  USGS QUAD   -  SCHNEIDER (1992)
 ME1118
 ME1118                         *CURRENT SURVEY CONTROL
 ME1118  ___________________________________________________________________
 ME1118* NAD 83(1986)-  41 08 41.     (N)    087 27 38.     (W)     SCALED    
 ME1118* NAVD 88     -       196.162  (meters)     643.57   (feet)  ADJUSTED  
 ME1118  ___________________________________________________________________
 ME1118  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 ME1118  DYNAMIC HT  -         196.079 (meters)     643.30  (feet)  COMP
 ME1118  MODELED GRAV-     980,196.9   (mgal)                       NAVD 88
 ME1118
 ME1118  VERT ORDER  -  SECOND    CLASS 0
 ME1118
 ME1118.The horizontal coordinates were scaled from a topographic map and have
 ME1118.an estimated accuracy of +/- 6 seconds.
 ME1118
 ME1118.The orthometric height was determined by differential leveling
 ME1118.and adjusted by the National Geodetic Survey in June 1991..
 ME1118
 ME1118.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1118.See file dsdata.txt to determine how the superseded data were derived.
 ME1118
 ME1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL613549(NAD 83)
 ME1118_MARKER: DB = BENCH MARK DISK
 ME1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1118_STAMPING: D 286 1954
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 LB1440 ***********************************************************************
 LB1440  DESIGNATION -  D 29
 LB1440  PID         -  LB1440
 LB1440  STATE/COUNTY-  IN/JASPER
 LB1440  USGS QUAD   -  REMINGTON (1980)
 LB1440
 LB1440                         *CURRENT SURVEY CONTROL
 LB1440  ___________________________________________________________________
 LB1440* NAD 83(1986)-  40 45 43.     (N)    087 11 29.     (W)     SCALED    
 LB1440* NAVD 88     -       225.228  (meters)     738.94   (feet)  ADJUSTED  
 LB1440  ___________________________________________________________________
 LB1440  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 LB1440  DYNAMIC HT  -         225.125 (meters)     738.60  (feet)  COMP
 LB1440  MODELED GRAV-     980,161.7   (mgal)                       NAVD 88
 LB1440
 LB1440  VERT ORDER  -  SECOND    CLASS 0
 LB1440
 LB1440.The horizontal coordinates were scaled from a topographic map and have
 LB1440.an estimated accuracy of +/- 6 seconds.
 LB1440
 LB1440.The orthometric height was determined by differential leveling
 LB1440.and adjusted by the National Geodetic Survey in June 1991..
 LB1440
 LB1440.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB1440
 LB1440  NGVD 29 (??/??/92)  225.301  (m)          739.17   (f) ADJ UNCH    2 0
 LB1440
 LB1440.Superseded values are not recommended for survey control.
 LB1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1440.See file dsdata.txt to determine how the superseded data were derived.
 LB1440
 LB1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL838123(NAD 83)
 LB1440_MARKER: DB = BENCH MARK DISK
 LB1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1440_STAMPING: D 29 1934
 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             NGS
 LB1440
 LB1440                          STATION DESCRIPTION
 LB1440
 LB1440'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA0617 ***********************************************************************
 HA0617  DESIGNATION -  D 291
 HA0617  PID         -  HA0617
 HA0617  STATE/COUNTY-  IN/WARRICK
 HA0617  USGS QUAD   -  YANKEETOWN (1983)
 HA0617
 HA0617                         *CURRENT SURVEY CONTROL
 HA0617  ___________________________________________________________________
 HA0617* NAD 83(1986)-  37 54 12.     (N)    087 18 51.     (W)     SCALED    
 HA0617* NAVD 88     -       113.033  (meters)     370.84   (feet)  ADJUSTED  
 HA0617  ___________________________________________________________________
 HA0617  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 HA0617  DYNAMIC HT  -         112.955 (meters)     370.59  (feet)  COMP
 HA0617  MODELED GRAV-     979,939.2   (mgal)                       NAVD 88
 HA0617
 HA0617  VERT ORDER  -  SECOND    CLASS 0
 HA0617
 HA0617.The horizontal coordinates were scaled from a topographic map and have
 HA0617.an estimated accuracy of +/- 6 seconds.
 HA0617
 HA0617.The orthometric height was determined by differential leveling
 HA0617.and adjusted by the National Geodetic Survey in June 1991..
 HA0617
 HA0617.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0617.See file dsdata.txt to determine how the superseded data were derived.
 HA0617
 HA0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG723951(NAD 83)
 HA0617_MARKER: DB = BENCH MARK DISK
 HA0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0617_STAMPING: D 291 1962
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1965
 HA0617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1111 ***********************************************************************
 KA1111  DESIGNATION -  D 293
 KA1111  PID         -  KA1111
 KA1111  STATE/COUNTY-  IN/VIGO
 KA1111  USGS QUAD   -  TERRE HAUTE (1993)
 KA1111
 KA1111                         *CURRENT SURVEY CONTROL
 KA1111  ___________________________________________________________________
 KA1111* NAD 83(1986)-  39 27 09.     (N)    087 24 58.     (W)     SCALED    
 KA1111* NAVD 88     -       152.162  (meters)     499.22   (feet)  ADJUSTED  
 KA1111  ___________________________________________________________________
 KA1111  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KA1111  DYNAMIC HT  -         152.076 (meters)     498.94  (feet)  COMP
 KA1111  MODELED GRAV-     980,056.8   (mgal)                       NAVD 88
 KA1111
 KA1111  VERT ORDER  -  FIRST     CLASS II
 KA1111
 KA1111.The horizontal coordinates were scaled from a topographic map and have
 KA1111.an estimated accuracy of +/- 6 seconds.
 KA1111
 KA1111.The orthometric height was determined by differential leveling
 KA1111.and adjusted by the National Geodetic Survey in June 1991..
 KA1111
 KA1111.The geoid height was determined by GEOID03.
 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     -   466,780.      871,360.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1111.See file dsdata.txt to determine how the superseded data were derived.
 KA1111
 KA1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ641670(NAD 83)
 KA1111_MARKER: DB = BENCH MARK DISK
 KA1111_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1111_SP_SET: BUILDING
 KA1111_STAMPING: D 293 1956
 KA1111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1111
 KA1111  HISTORY     - Date     Condition        Report By
 KA1111  HISTORY     - 1956     MONUMENTED       CGS
 KA1111  HISTORY     - 19900609 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1099 ***********************************************************************
 KA1099  DESIGNATION -  D 294
 KA1099  PID         -  KA1099
 KA1099  STATE/COUNTY-  IN/VIGO
 KA1099  USGS QUAD   -  TERRE HAUTE (1993)
 KA1099
 KA1099                         *CURRENT SURVEY CONTROL
 KA1099  ___________________________________________________________________
 KA1099* NAD 83(1986)-  39 28 13.     (N)    087 26 31.     (W)     SCALED    
 KA1099* NAVD 88     -       144.681  (meters)     474.67   (feet)  ADJUSTED  
 KA1099  ___________________________________________________________________
 KA1099  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KA1099  DYNAMIC HT  -         144.600 (meters)     474.41  (feet)  COMP
 KA1099  MODELED GRAV-     980,059.3   (mgal)                       NAVD 88
 KA1099
 KA1099  VERT ORDER  -  FIRST     CLASS II
 KA1099
 KA1099.The horizontal coordinates were scaled from a topographic map and have
 KA1099.an estimated accuracy of +/- 6 seconds.
 KA1099
 KA1099.The orthometric height was determined by differential leveling
 KA1099.and adjusted by the National Geodetic Survey in June 1991..
 KA1099
 KA1099.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1099.See file dsdata.txt to determine how the superseded data were derived.
 KA1099
 KA1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ619690(NAD 83)
 KA1099_MARKER: DB = BENCH MARK DISK
 KA1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1099_STAMPING: D 294 1956
 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 = OCTOBER  6, 2006
 KA0921 ***********************************************************************
 KA0921  DESIGNATION -  D 3
 KA0921  PID         -  KA0921
 KA0921  STATE/COUNTY-  IN/VIGO
 KA0921  USGS QUAD   -  BRAZIL WEST (1986)
 KA0921
 KA0921                         *CURRENT SURVEY CONTROL
 KA0921  ___________________________________________________________________
 KA0921* NAD 83(1986)-  39 34 37.     (N)    087 14 03.     (W)     SCALED    
 KA0921* NAVD 88     -       166.206  (meters)     545.29   (feet)  ADJUSTED  
 KA0921  ___________________________________________________________________
 KA0921  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KA0921  DYNAMIC HT  -         166.111 (meters)     544.98  (feet)  COMP
 KA0921  MODELED GRAV-     980,049.9   (mgal)                       NAVD 88
 KA0921
 KA0921  VERT ORDER  -  FIRST     CLASS II
 KA0921
 KA0921.The horizontal coordinates were scaled from a topographic map and have
 KA0921.an estimated accuracy of +/- 6 seconds.
 KA0921
 KA0921.The orthometric height was determined by differential leveling
 KA0921.and adjusted by the National Geodetic Survey in June 1991..
 KA0921
 KA0921.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0921.See file dsdata.txt to determine how the superseded data were derived.
 KA0921
 KA0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ798808(NAD 83)
 KA0921_MARKER: DB = BENCH MARK DISK
 KA0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0921_SP_SET: STONE POST
 KA0921_STAMPING: D 3 ELEV 545.576 FT
 KA0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0921+STABILITY: SURFACE MOTION
 KA0921
 KA0921  HISTORY     - Date     Condition        Report By
 KA0921  HISTORY     - UNK      MONUMENTED       CGS
 KA0921  HISTORY     - 1946     GOOD             NGS
 KA0921  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0921
 KA0921                          STATION DESCRIPTION
 KA0921
 KA0921'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0672 ***********************************************************************
 MD0672  DESIGNATION -  D 305
 MD0672  PID         -  MD0672
 MD0672  STATE/COUNTY-  IN/WHITLEY
 MD0672  USGS QUAD   -  COLUMBIA CITY (1981)
 MD0672
 MD0672                         *CURRENT SURVEY CONTROL
 MD0672  ___________________________________________________________________
 MD0672* NAD 83(1986)-  41 08 24.     (N)    085 26 51.     (W)     SCALED    
 MD0672* NAVD 88     -       251.160  (meters)     824.01   (feet)  ADJUSTED  
 MD0672  ___________________________________________________________________
 MD0672  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 MD0672  DYNAMIC HT  -         251.063 (meters)     823.70  (feet)  COMP
 MD0672  MODELED GRAV-     980,231.7   (mgal)                       NAVD 88
 MD0672
 MD0672  VERT ORDER  -  FIRST     CLASS II
 MD0672
 MD0672.The horizontal coordinates were scaled from a topographic map and have
 MD0672.an estimated accuracy of +/- 6 seconds.
 MD0672
 MD0672.The orthometric height was determined by differential leveling
 MD0672.and adjusted by the National Geodetic Survey in April 1995..
 MD0672
 MD0672.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD0672
 MD0672  NAVD 88 (06/15/91)  251.177  (m)          824.07   (f) UNKNOWN     1 2
 MD0672  NGVD 29 (01/19/93)  251.314  (m)          824.52   (f) ADJUSTED    1 2
 MD0672
 MD0672.Superseded values are not recommended for survey control.
 MD0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0672.See file dsdata.txt to determine how the superseded data were derived.
 MD0672
 MD0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL302554(NAD 83)
 MD0672_MARKER: DB = BENCH MARK DISK
 MD0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0672_SP_SET: CONCRETE POST
 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             NGS
 MD0672  HISTORY     - 19921009 GOOD             NGS
 MD0672
 MD0672                          STATION DESCRIPTION
 MD0672
 MD0672'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ0575 ***********************************************************************
 JZ0575  DESIGNATION -  D 306
 JZ0575  PID         -  JZ0575
 JZ0575  STATE/COUNTY-  IN/DEARBORN
 JZ0575  USGS QUAD   -  AURORA (1981)
 JZ0575
 JZ0575                         *CURRENT SURVEY CONTROL
 JZ0575  ___________________________________________________________________
 JZ0575* NAD 83(1986)-  39 04 06.     (N)    084 53 18.     (W)     SCALED    
 JZ0575* NAVD 88     -       147.152  (meters)     482.78   (feet)  ADJUSTED  
 JZ0575  ___________________________________________________________________
 JZ0575  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JZ0575  DYNAMIC HT  -         147.060 (meters)     482.48  (feet)  COMP
 JZ0575  MODELED GRAV-     979,999.5   (mgal)                       NAVD 88
 JZ0575
 JZ0575  VERT ORDER  -  FIRST     CLASS II
 JZ0575
 JZ0575.The horizontal coordinates were scaled from a topographic map and have
 JZ0575.an estimated accuracy of +/- 6 seconds.
 JZ0575
 JZ0575.The orthometric height was determined by differential leveling
 JZ0575.and adjusted by the National Geodetic Survey in June 1991..
 JZ0575
 JZ0575.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0575.See file dsdata.txt to determine how the superseded data were derived.
 JZ0575
 JZ0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ826264(NAD 83)
 JZ0575_MARKER: DB = BENCH MARK DISK
 JZ0575_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0575_SP_SET: ABUTMENT
 JZ0575_STAMPING: D 306 1964
 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 = OCTOBER  6, 2006
 KA0443 ***********************************************************************
 KA0443  DESIGNATION -  D 308
 KA0443  PID         -  KA0443
 KA0443  STATE/COUNTY-  IN/MONROE
 KA0443  USGS QUAD   -  BLOOMINGTON (1990)
 KA0443
 KA0443                         *CURRENT SURVEY CONTROL
 KA0443  ___________________________________________________________________
 KA0443* NAD 83(1986)-  39 08 53.     (N)    086 35 48.     (W)     SCALED    
 KA0443* NAVD 88     -       256.658  (meters)     842.05   (feet)  ADJUSTED  
 KA0443  ___________________________________________________________________
 KA0443  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KA0443  DYNAMIC HT  -         256.500 (meters)     841.53  (feet)  COMP
 KA0443  MODELED GRAV-     980,004.7   (mgal)                       NAVD 88
 KA0443
 KA0443  VERT ORDER  -  SECOND    CLASS 0
 KA0443
 KA0443.The horizontal coordinates were scaled from a topographic map and have
 KA0443.an estimated accuracy of +/- 6 seconds.
 KA0443
 KA0443.The orthometric height was determined by differential leveling
 KA0443.and adjusted by the National Geodetic Survey in June 1991..
 KA0443
 KA0443.The geoid height was determined by GEOID03.
 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     -   433,050.      942,070.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0443.See file dsdata.txt to determine how the superseded data were derived.
 KA0443
 KA0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ348332(NAD 83)
 KA0443_MARKER: DB = BENCH MARK DISK
 KA0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0443_STAMPING: D 308 1964
 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 - December 27, 2003
 KA0443
 KA0443  HISTORY     - Date     Condition        Report By
 KA0443  HISTORY     - 1964     MONUMENTED       CGS
 KA0443  HISTORY     - 20031227 GOOD             GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0645 ***********************************************************************
 JA0645  DESIGNATION -  D 309
 JA0645  PID         -  JA0645
 JA0645  STATE/COUNTY-  IN/LAWRENCE
 JA0645  USGS QUAD   -  GEORGIA (1993)
 JA0645
 JA0645                         *CURRENT SURVEY CONTROL
 JA0645  ___________________________________________________________________
 JA0645* NAD 83(1986)-  38 43 09.     (N)    086 31 45.     (W)     SCALED    
 JA0645* NAVD 88     -       214.356  (meters)     703.27   (feet)  ADJUSTED  
 JA0645  ___________________________________________________________________
 JA0645  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 JA0645  DYNAMIC HT  -         214.215 (meters)     702.80  (feet)  COMP
 JA0645  MODELED GRAV-     979,969.6   (mgal)                       NAVD 88
 JA0645
 JA0645  VERT ORDER  -  FIRST     CLASS II
 JA0645
 JA0645.The horizontal coordinates were scaled from a topographic map and have
 JA0645.an estimated accuracy of +/- 6 seconds.
 JA0645
 JA0645.The orthometric height was determined by differential leveling
 JA0645.and adjusted by the National Geodetic Survey in June 1991..
 JA0645
 JA0645.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0645.See file dsdata.txt to determine how the superseded data were derived.
 JA0645
 JA0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH409857(NAD 83)
 JA0645_MARKER: DB = BENCH MARK DISK
 JA0645_SETTING: 66 = SET IN ROCK OUTCROP
 JA0645_SP_SET: ROCK OUTCROP
 JA0645_STAMPING: D 309 1965
 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 = OCTOBER  6, 2006
 LB0741 ***********************************************************************
 LB0741  DESIGNATION -  D 31
 LB0741  PID         -  LB0741
 LB0741  STATE/COUNTY-  IN/TIPPECANOE
 LB0741  USGS QUAD   -  LAFAYETTE WEST (1987)
 LB0741
 LB0741                         *CURRENT SURVEY CONTROL
 LB0741  ___________________________________________________________________
 LB0741* NAD 83(1986)-  40 26 44.     (N)    086 57 27.     (W)     SCALED    
 LB0741* NAVD 88     -       210.864  (meters)     691.81   (feet)  ADJUSTED  
 LB0741  ___________________________________________________________________
 LB0741  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 LB0741  DYNAMIC HT  -         210.761 (meters)     691.47  (feet)  COMP
 LB0741  MODELED GRAV-     980,135.3   (mgal)                       NAVD 88
 LB0741
 LB0741  VERT ORDER  -  SECOND    CLASS 0
 LB0741
 LB0741.The horizontal coordinates were scaled from a topographic map and have
 LB0741.an estimated accuracy of +/- 6 seconds.
 LB0741
 LB0741.The orthometric height was determined by differential leveling
 LB0741.and adjusted by the National Geodetic Survey in June 1991..
 LB0741
 LB0741.The geoid height was determined by GEOID03.
 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     -   577,000.      910,680.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0741.See file dsdata.txt to determine how the superseded data were derived.
 LB0741
 LB0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK036772(NAD 83)
 LB0741_MARKER: DB = BENCH MARK DISK
 LB0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0741_STAMPING: D 31 1934
 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             NGS
 LB0741  HISTORY     - 1974     GOOD             NGS
 LB0741  HISTORY     - 1981     GOOD             USGS
 LB0741
 LB0741                          STATION DESCRIPTION
 LB0741
 LB0741'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0092 ***********************************************************************
 JA0092  DESIGNATION -  D 310
 JA0092  PID         -  JA0092
 JA0092  STATE/COUNTY-  IN/ORANGE
 JA0092  USGS QUAD   -  PAOLI (1993)
 JA0092
 JA0092                         *CURRENT SURVEY CONTROL
 JA0092  ___________________________________________________________________
 JA0092* NAD 83(1986)-  38 34 18.     (N)    086 27 35.     (W)     SCALED    
 JA0092* NAVD 88     -       223.229  (meters)     732.38   (feet)  ADJUSTED  
 JA0092  ___________________________________________________________________
 JA0092  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JA0092  DYNAMIC HT  -         223.076 (meters)     731.88  (feet)  COMP
 JA0092  MODELED GRAV-     979,940.9   (mgal)                       NAVD 88
 JA0092
 JA0092  VERT ORDER  -  FIRST     CLASS II
 JA0092
 JA0092.The horizontal coordinates were scaled from a topographic map and have
 JA0092.an estimated accuracy of +/- 6 seconds.
 JA0092
 JA0092.The orthometric height was determined by differential leveling
 JA0092.and adjusted by the National Geodetic Survey in June 1991..
 JA0092
 JA0092.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0092.See file dsdata.txt to determine how the superseded data were derived.
 JA0092
 JA0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH470693(NAD 83)
 JA0092_MARKER: DB = BENCH MARK DISK
 JA0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0092_STAMPING: D 310 1965
 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 = OCTOBER  6, 2006
 JA0704 ***********************************************************************
 JA0704  DESIGNATION -  D 311
 JA0704  PID         -  JA0704
 JA0704  STATE/COUNTY-  IN/MARTIN
 JA0704  USGS QUAD   -  SHOALS (1993)
 JA0704
 JA0704                         *CURRENT SURVEY CONTROL
 JA0704  ___________________________________________________________________
 JA0704* NAD 83(1986)-  38 40 41.     (N)    086 48 18.     (W)     SCALED    
 JA0704* NAVD 88     -       146.699  (meters)     481.30   (feet)  ADJUSTED  
 JA0704  ___________________________________________________________________
 JA0704  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 JA0704  DYNAMIC HT  -         146.604 (meters)     480.98  (feet)  COMP
 JA0704  MODELED GRAV-     979,976.9   (mgal)                       NAVD 88
 JA0704
 JA0704  VERT ORDER  -  FIRST     CLASS II
 JA0704
 JA0704.The horizontal coordinates were scaled from a topographic map and have
 JA0704.an estimated accuracy of +/- 6 seconds.
 JA0704
 JA0704.The orthometric height was determined by differential leveling
 JA0704.and adjusted by the National Geodetic Survey in June 1991..
 JA0704
 JA0704.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0704.See file dsdata.txt to determine how the superseded data were derived.
 JA0704
 JA0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH169810(NAD 83)
 JA0704_MARKER: DB = BENCH MARK DISK
 JA0704_SETTING: 66 = SET IN ROCK OUTCROP
 JA0704_SP_SET: ROCK OUTCROP
 JA0704_STAMPING: D 311 1965
 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 = OCTOBER  6, 2006
 JA0831 ***********************************************************************
 JA0831  DESIGNATION -  D 312
 JA0831  PID         -  JA0831
 JA0831  STATE/COUNTY-  IN/DAVIESS
 JA0831  USGS QUAD   -  MONTGOMERY (1984)
 JA0831
 JA0831                         *CURRENT SURVEY CONTROL
 JA0831  ___________________________________________________________________
 JA0831* NAD 83(1986)-  38 41 30.     (N)    087 07 12.     (W)     SCALED    
 JA0831* NAVD 88     -       139.527  (meters)     457.76   (feet)  ADJUSTED  
 JA0831  ___________________________________________________________________
 JA0831  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 JA0831  DYNAMIC HT  -         139.439 (meters)     457.48  (feet)  COMP
 JA0831  MODELED GRAV-     979,993.7   (mgal)                       NAVD 88
 JA0831
 JA0831  VERT ORDER  -  FIRST     CLASS II
 JA0831
 JA0831.The horizontal coordinates were scaled from a topographic map and have
 JA0831.an estimated accuracy of +/- 6 seconds.
 JA0831
 JA0831.The orthometric height was determined by differential leveling
 JA0831.and adjusted by the National Geodetic Survey in June 1991..
 JA0831
 JA0831.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0831.See file dsdata.txt to determine how the superseded data were derived.
 JA0831
 JA0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH895825(NAD 83)
 JA0831_MARKER: DB = BENCH MARK DISK
 JA0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0831_STAMPING: D 312 1965
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0431 ***********************************************************************
 JA0431  DESIGNATION -  D 313
 JA0431  PID         -  JA0431
 JA0431  STATE/COUNTY-  IN/CRAWFORD
 JA0431  USGS QUAD   -  LEAVENWORTH (1980)
 JA0431
 JA0431                         *CURRENT SURVEY CONTROL
 JA0431  ___________________________________________________________________
 JA0431* NAD 83(1986)-  38 12 14.     (N)    086 22 29.     (W)     SCALED    
 JA0431* NAVD 88     -       209.379  (meters)     686.94   (feet)  ADJUSTED  
 JA0431  ___________________________________________________________________
 JA0431  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JA0431  DYNAMIC HT  -         209.230 (meters)     686.45  (feet)  COMP
 JA0431  MODELED GRAV-     979,914.3   (mgal)                       NAVD 88
 JA0431
 JA0431  VERT ORDER  -  FIRST     CLASS II
 JA0431
 JA0431.The horizontal coordinates were scaled from a topographic map and have
 JA0431.an estimated accuracy of +/- 6 seconds.
 JA0431
 JA0431.The orthometric height was determined by differential leveling
 JA0431.and adjusted by the National Geodetic Survey in June 1991..
 JA0431
 JA0431.The geoid height was determined by GEOID03.
 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     -   328,360.      962,070.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0431.See file dsdata.txt to determine how the superseded data were derived.
 JA0431
 JA0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH547286(NAD 83)
 JA0431_MARKER: DB = BENCH MARK DISK
 JA0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0431_STAMPING: D 313 1965
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0853 ***********************************************************************
 JA0853  DESIGNATION -  D 314
 JA0853  PID         -  JA0853
 JA0853  STATE/COUNTY-  IN/DAVIESS
 JA0853  USGS QUAD   -  WASHINGTON (1980)
 JA0853
 JA0853                         *CURRENT SURVEY CONTROL
 JA0853  ___________________________________________________________________
 JA0853* NAD 83(1986)-  38 39 39.     (N)    087 14 19.     (W)     SCALED    
 JA0853* NAVD 88     -       134.583  (meters)     441.54   (feet)  ADJUSTED  
 JA0853  ___________________________________________________________________
 JA0853  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 JA0853  DYNAMIC HT  -         134.497 (meters)     441.26  (feet)  COMP
 JA0853  MODELED GRAV-     979,992.2   (mgal)                       NAVD 88
 JA0853
 JA0853  VERT ORDER  -  FIRST     CLASS II
 JA0853
 JA0853.The horizontal coordinates were scaled from a topographic map and have
 JA0853.an estimated accuracy of +/- 6 seconds.
 JA0853
 JA0853.The orthometric height was determined by differential leveling
 JA0853.and adjusted by the National Geodetic Survey in June 1991..
 JA0853
 JA0853.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0853.See file dsdata.txt to determine how the superseded data were derived.
 JA0853
 JA0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH792791(NAD 83)
 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 = OCTOBER  6, 2006
 JA1098 ***********************************************************************
 JA1098  DESIGNATION -  D 315
 JA1098  PID         -  JA1098
 JA1098  STATE/COUNTY-  IN/PIKE
 JA1098  USGS QUAD   -  PETERSBURG (1980)
 JA1098
 JA1098                         *CURRENT SURVEY CONTROL
 JA1098  ___________________________________________________________________
 JA1098* NAD 83(1986)-  38 29 48.     (N)    087 16 50.     (W)     SCALED    
 JA1098* NAVD 88     -       135.908  (meters)     445.89   (feet)  ADJUSTED  
 JA1098  ___________________________________________________________________
 JA1098  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 JA1098  DYNAMIC HT  -         135.820 (meters)     445.60  (feet)  COMP
 JA1098  MODELED GRAV-     979,978.9   (mgal)                       NAVD 88
 JA1098
 JA1098  VERT ORDER  -  FIRST     CLASS II
 JA1098
 JA1098.The horizontal coordinates were scaled from a topographic map and have
 JA1098.an estimated accuracy of +/- 6 seconds.
 JA1098
 JA1098.The orthometric height was determined by differential leveling
 JA1098.and adjusted by the National Geodetic Survey in June 1991..
 JA1098
 JA1098.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1098.See file dsdata.txt to determine how the superseded data were derived.
 JA1098
 JA1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH755609(NAD 83)
 JA1098_MARKER: DB = BENCH MARK DISK
 JA1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1098_STAMPING: D 315 1965
 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 = OCTOBER  6, 2006
 JA1064 ***********************************************************************
 JA1064  DESIGNATION -  D 316
 JA1064  PID         -  JA1064
 JA1064  STATE/COUNTY-  IN/GIBSON
 JA1064  USGS QUAD   -  OAKLAND CITY (1980)
 JA1064
 JA1064                         *CURRENT SURVEY CONTROL
 JA1064  ___________________________________________________________________
 JA1064* NAD 83(1986)-  38 17 22.     (N)    087 22 24.     (W)     SCALED    
 JA1064* NAVD 88     -       152.083  (meters)     498.96   (feet)  ADJUSTED  
 JA1064  ___________________________________________________________________
 JA1064  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 JA1064  DYNAMIC HT  -         151.982 (meters)     498.63  (feet)  COMP
 JA1064  MODELED GRAV-     979,961.7   (mgal)                       NAVD 88
 JA1064
 JA1064  VERT ORDER  -  FIRST     CLASS II
 JA1064
 JA1064.The horizontal coordinates were scaled from a topographic map and have
 JA1064.an estimated accuracy of +/- 6 seconds.
 JA1064
 JA1064.The orthometric height was determined by differential leveling
 JA1064.and adjusted by the National Geodetic Survey in June 1991..
 JA1064
 JA1064.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1064.See file dsdata.txt to determine how the superseded data were derived.
 JA1064
 JA1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH673379(NAD 83)
 JA1064_MARKER: DB = BENCH MARK DISK
 JA1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1064_STAMPING: D 316 1965
 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 = OCTOBER  6, 2006
 JA0592 ***********************************************************************
 JA0592  DESIGNATION -  D 317
 JA0592  PID         -  JA0592
 JA0592  STATE/COUNTY-  IN/DUBOIS
 JA0592  USGS QUAD   -  HUNTINGBURG (1990)
 JA0592
 JA0592                         *CURRENT SURVEY CONTROL
 JA0592  ___________________________________________________________________
 JA0592* NAD 83(1986)-  38 17 29.     (N)    086 56 10.     (W)     SCALED    
 JA0592* NAVD 88     -       137.230  (meters)     450.23   (feet)  ADJUSTED  
 JA0592  ___________________________________________________________________
 JA0592  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JA0592  DYNAMIC HT  -         137.138 (meters)     449.93  (feet)  COMP
 JA0592  MODELED GRAV-     979,954.1   (mgal)                       NAVD 88
 JA0592
 JA0592  VERT ORDER  -  FIRST     CLASS II
 JA0592
 JA0592.The horizontal coordinates were scaled from a topographic map and have
 JA0592.an estimated accuracy of +/- 6 seconds.
 JA0592
 JA0592.The orthometric height was determined by differential leveling
 JA0592.and adjusted by the National Geodetic Survey in June 1991..
 JA0592
 JA0592.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0592.See file dsdata.txt to determine how the superseded data were derived.
 JA0592
 JA0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH055381(NAD 83)
 JA0592_MARKER: DB = BENCH MARK DISK
 JA0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0592_STAMPING: D 317 1965
 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 = OCTOBER  6, 2006
 HA0564 ***********************************************************************
 HA0564  DESIGNATION -  D 318
 HA0564  PID         -  HA0564
 HA0564  STATE/COUNTY-  IN/SPENCER
 HA0564  USGS QUAD   -  ROCKPORT (1982)
 HA0564
 HA0564                         *CURRENT SURVEY CONTROL
 HA0564  ___________________________________________________________________
 HA0564* NAD 83(1986)-  37 57 34.     (N)    087 02 21.     (W)     SCALED    
 HA0564* NAVD 88     -       120.966  (meters)     396.87   (feet)  ADJUSTED  
 HA0564  ___________________________________________________________________
 HA0564  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 HA0564  DYNAMIC HT  -         120.885 (meters)     396.60  (feet)  COMP
 HA0564  MODELED GRAV-     979,960.0   (mgal)                       NAVD 88
 HA0564
 HA0564  VERT ORDER  -  FIRST     CLASS II
 HA0564
 HA0564.The horizontal coordinates were scaled from a topographic map and have
 HA0564.an estimated accuracy of +/- 6 seconds.
 HA0564
 HA0564.The orthometric height was determined by differential leveling
 HA0564.and adjusted by the National Geodetic Survey in June 1991..
 HA0564
 HA0564.The geoid height was determined by GEOID03.
 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     -   300,990.      903,880.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0564.See file dsdata.txt to determine how the superseded data were derived.
 HA0564
 HA0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH965013(NAD 83)
 HA0564_MARKER: DB = BENCH MARK DISK
 HA0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0564_STAMPING: D 318 1965
 HA0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0564+STABILITY: SURFACE MOTION
 HA0564
 HA0564  HISTORY     - Date     Condition        Report By
 HA0564  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ0776 ***********************************************************************
 HZ0776  DESIGNATION -  D 319
 HZ0776  PID         -  HZ0776
 HZ0776  STATE/COUNTY-  IN/OHIO
 HZ0776  USGS QUAD   -  RISING SUN (1994)
 HZ0776
 HZ0776                         *CURRENT SURVEY CONTROL
 HZ0776  ___________________________________________________________________
 HZ0776* NAD 83(1986)-  38 59 27.     (N)    084 51 08.     (W)     SCALED    
 HZ0776* NAVD 88     -       148.135  (meters)     486.01   (feet)  ADJUSTED  
 HZ0776  ___________________________________________________________________
 HZ0776  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 HZ0776  DYNAMIC HT  -         148.042 (meters)     485.70  (feet)  COMP
 HZ0776  MODELED GRAV-     979,996.1   (mgal)                       NAVD 88
 HZ0776
 HZ0776  VERT ORDER  -  FIRST     CLASS II
 HZ0776
 HZ0776.The horizontal coordinates were scaled from a topographic map and have
 HZ0776.an estimated accuracy of +/- 6 seconds.
 HZ0776
 HZ0776.The orthometric height was determined by differential leveling
 HZ0776.and adjusted by the National Geodetic Survey in June 1991..
 HZ0776
 HZ0776.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0776.See file dsdata.txt to determine how the superseded data were derived.
 HZ0776
 HZ0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ860179(NAD 83)
 HZ0776_MARKER: DB = BENCH MARK DISK
 HZ0776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0776_SP_SET: CULVERT
 HZ0776_STAMPING: D 319 1965
 HZ0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0403 ***********************************************************************
 LB0403  DESIGNATION -  D 32
 LB0403  PID         -  LB0403
 LB0403  STATE/COUNTY-  IN/HAMILTON
 LB0403  USGS QUAD   -  WESTFIELD (1992)
 LB0403
 LB0403                         *CURRENT SURVEY CONTROL
 LB0403  ___________________________________________________________________
 LB0403* NAD 83(1986)-  40 06 53.     (N)    086 11 26.     (W)     SCALED    
 LB0403* NAVD 88     -       289.609  (meters)     950.16   (feet)  ADJUSTED  
 LB0403  ___________________________________________________________________
 LB0403  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 LB0403  DYNAMIC HT  -         289.448 (meters)     949.63  (feet)  COMP
 LB0403  MODELED GRAV-     980,062.6   (mgal)                       NAVD 88
 LB0403
 LB0403  VERT ORDER  -  SECOND    CLASS 0
 LB0403
 LB0403.The horizontal coordinates were scaled from a topographic map and have
 LB0403.an estimated accuracy of +/- 6 seconds.
 LB0403
 LB0403.The orthometric height was determined by differential leveling
 LB0403.and adjusted by the National Geodetic Survey in June 1991..
 LB0403
 LB0403.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0403.See file dsdata.txt to determine how the superseded data were derived.
 LB0403
 LB0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK689408(NAD 83)
 LB0403_MARKER: DB = BENCH MARK DISK
 LB0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0403_STAMPING: D 32 1934
 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             NGS
 LB0403
 LB0403                          STATION DESCRIPTION
 LB0403
 LB0403'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1024 ***********************************************************************
 HZ1024  DESIGNATION -  D 320
 HZ1024  PID         -  HZ1024
 HZ1024  STATE/COUNTY-  IN/SWITZERLAND
 HZ1024  USGS QUAD   -  VEVAY NORTH (1994)
 HZ1024
 HZ1024                         *CURRENT SURVEY CONTROL
 HZ1024  ___________________________________________________________________
 HZ1024* NAD 83(1986)-  38 45 45.     (N)    085 02 32.     (W)     SCALED    
 HZ1024* NAVD 88     -       141.464  (meters)     464.12   (feet)  ADJUSTED  
 HZ1024  ___________________________________________________________________
 HZ1024  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ1024  DYNAMIC HT  -         141.374 (meters)     463.82  (feet)  COMP
 HZ1024  MODELED GRAV-     979,986.4   (mgal)                       NAVD 88
 HZ1024
 HZ1024  VERT ORDER  -  FIRST     CLASS II
 HZ1024
 HZ1024.The horizontal coordinates were scaled from a topographic map and have
 HZ1024.an estimated accuracy of +/- 6 seconds.
 HZ1024
 HZ1024.The orthometric height was determined by differential leveling
 HZ1024.and adjusted by the National Geodetic Survey in June 1991..
 HZ1024
 HZ1024.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1024.See file dsdata.txt to determine how the superseded data were derived.
 HZ1024
 HZ1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH701922(NAD 83)
 HZ1024_MARKER: DB = BENCH MARK DISK
 HZ1024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1024_SP_SET: BRIDGE
 HZ1024_STAMPING: D 320 1965
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1060 ***********************************************************************
 HZ1060  DESIGNATION -  D 321
 HZ1060  PID         -  HZ1060
 HZ1060  STATE/COUNTY-  IN/JEFFERSON
 HZ1060  USGS QUAD   -  CLIFTY FALLS (1992)
 HZ1060
 HZ1060                         *CURRENT SURVEY CONTROL
 HZ1060  ___________________________________________________________________
 HZ1060* NAD 83(1986)-  38 45 10.     (N)    085 27 01.     (W)     SCALED    
 HZ1060* NAVD 88     -       246.433  (meters)     808.51   (feet)  ADJUSTED  
 HZ1060  ___________________________________________________________________
 HZ1060  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ1060  DYNAMIC HT  -         246.270 (meters)     807.97  (feet)  COMP
 HZ1060  MODELED GRAV-     979,963.3   (mgal)                       NAVD 88
 HZ1060
 HZ1060  VERT ORDER  -  FIRST     CLASS II
 HZ1060
 HZ1060.The horizontal coordinates were scaled from a topographic map and have
 HZ1060.an estimated accuracy of +/- 6 seconds.
 HZ1060
 HZ1060.The orthometric height was determined by differential leveling
 HZ1060.and adjusted by the National Geodetic Survey in June 1991..
 HZ1060
 HZ1060.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1060.See file dsdata.txt to determine how the superseded data were derived.
 HZ1060
 HZ1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH346904(NAD 83)
 HZ1060_MARKER: DB = BENCH MARK DISK
 HZ1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1060_STAMPING: D 321 1965
 HZ1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1060+STABILITY: SURFACE MOTION
 HZ1060
 HZ1060  HISTORY     - Date     Condition        Report By
 HZ1060  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1616 ***********************************************************************
 HZ1616  DESIGNATION -  D 322
 HZ1616  PID         -  HZ1616
 HZ1616  STATE/COUNTY-  IN/CLARK
 HZ1616  USGS QUAD   -  CHARLESTOWN (1993)
 HZ1616
 HZ1616                         *CURRENT SURVEY CONTROL
 HZ1616  ___________________________________________________________________
 HZ1616* NAD 83(1986)-  38 25 40.     (N)    085 38 49.     (W)     SCALED    
 HZ1616* NAVD 88     -       191.107  (meters)     626.99   (feet)  ADJUSTED  
 HZ1616  ___________________________________________________________________
 HZ1616  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HZ1616  DYNAMIC HT  -         190.980 (meters)     626.57  (feet)  COMP
 HZ1616  MODELED GRAV-     979,961.1   (mgal)                       NAVD 88
 HZ1616
 HZ1616  VERT ORDER  -  FIRST     CLASS II
 HZ1616
 HZ1616.The horizontal coordinates were scaled from a topographic map and have
 HZ1616.an estimated accuracy of +/- 6 seconds.
 HZ1616
 HZ1616.The orthometric height was determined by differential leveling
 HZ1616.and adjusted by the National Geodetic Survey in June 1991..
 HZ1616
 HZ1616.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1616.See file dsdata.txt to determine how the superseded data were derived.
 HZ1616
 HZ1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH181541(NAD 83)
 HZ1616_MARKER: DB = BENCH MARK DISK
 HZ1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1616_STAMPING: D 322 1965
 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 = OCTOBER  6, 2006
 JA0446 ***********************************************************************
 JA0446  DESIGNATION -  D 324
 JA0446  PID         -  JA0446
 JA0446  STATE/COUNTY-  IN/HARRISON
 JA0446  USGS QUAD   -  LACONIA (1994)
 JA0446
 JA0446                         *CURRENT SURVEY CONTROL
 JA0446  ___________________________________________________________________
 JA0446* NAD 83(1986)-  38 01 24.     (N)    086 03 11.     (W)     SCALED    
 JA0446* NAVD 88     -       220.498  (meters)     723.42   (feet)  ADJUSTED  
 JA0446  ___________________________________________________________________
 JA0446  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JA0446  DYNAMIC HT  -         220.341 (meters)     722.90  (feet)  COMP
 JA0446  MODELED GRAV-     979,914.0   (mgal)                       NAVD 88
 JA0446
 JA0446  VERT ORDER  -  FIRST     CLASS II
 JA0446
 JA0446.The horizontal coordinates were scaled from a topographic map and have
 JA0446.an estimated accuracy of +/- 6 seconds.
 JA0446
 JA0446.The orthometric height was determined by differential leveling
 JA0446.and adjusted by the National Geodetic Survey in June 1991..
 JA0446
 JA0446.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0446.See file dsdata.txt to determine how the superseded data were derived.
 JA0446
 JA0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH831088(NAD 83)
 JA0446_MARKER: DB = BENCH MARK DISK
 JA0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0446_STAMPING: D 324 1965
 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 = OCTOBER  6, 2006
 HA1109 ***********************************************************************
 HA1109  DESIGNATION -  D 325
 HA1109  PID         -  HA1109
 HA1109  STATE/COUNTY-  IN/VANDERBURGH
 HA1109  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1109
 HA1109                         *CURRENT SURVEY CONTROL
 HA1109  ___________________________________________________________________
 HA1109* NAD 83(1986)-  37 58 41.     (N)    087 36 35.     (W)     SCALED    
 HA1109* NAVD 88     -       137.068  (meters)     449.70   (feet)  ADJUSTED  
 HA1109  ___________________________________________________________________
 HA1109  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 HA1109  DYNAMIC HT  -         136.974 (meters)     449.39  (feet)  COMP
 HA1109  MODELED GRAV-     979,935.5   (mgal)                       NAVD 88
 HA1109
 HA1109  VERT ORDER  -  FIRST     CLASS II
 HA1109
 HA1109.The horizontal coordinates were scaled from a topographic map and have
 HA1109.an estimated accuracy of +/- 6 seconds.
 HA1109
 HA1109.The orthometric height was determined by differential leveling
 HA1109.and adjusted by the National Geodetic Survey in June 1991..
 HA1109
 HA1109.The geoid height was determined by GEOID03.
 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     -   303,190.      853,750.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1109.See file dsdata.txt to determine how the superseded data were derived.
 HA1109
 HA1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH464035(NAD 83)
 HA1109_MARKER: DB = BENCH MARK DISK
 HA1109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA1109_SP_SET: SIDEWALK
 HA1109_STAMPING: D 325 1965
 HA1109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 HA0708 ***********************************************************************
 HA0708  DESIGNATION -  D 326
 HA0708  PID         -  HA0708
 HA0708  STATE/COUNTY-  IN/VANDERBURGH
 HA0708  USGS QUAD   -  NEWBURGH (1980)
 HA0708
 HA0708                         *CURRENT SURVEY CONTROL
 HA0708  ___________________________________________________________________
 HA0708* NAD 83(1986)-  37 56 49.     (N)    087 27 32.     (W)     SCALED    
 HA0708* NAVD 88     -       117.173  (meters)     384.43   (feet)  ADJUSTED  
 HA0708  ___________________________________________________________________
 HA0708  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 HA0708  DYNAMIC HT  -         117.093 (meters)     384.16  (feet)  COMP
 HA0708  MODELED GRAV-     979,943.2   (mgal)                       NAVD 88
 HA0708
 HA0708  VERT ORDER  -  FIRST     CLASS II
 HA0708
 HA0708.The horizontal coordinates were scaled from a topographic map and have
 HA0708.an estimated accuracy of +/- 6 seconds.
 HA0708
 HA0708.The orthometric height was determined by differential leveling
 HA0708.and adjusted by the National Geodetic Survey in June 1991..
 HA0708
 HA0708.The geoid height was determined by GEOID03.
 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     -   299,670.      866,990.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0708.See file dsdata.txt to determine how the superseded data were derived.
 HA0708
 HA0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH596000(NAD 83)
 HA0708_MARKER: DB = BENCH MARK DISK
 HA0708_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0708_SP_SET: CULVERT
 HA0708_STAMPING: D 326 1965
 HA0708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0708
 HA0708  HISTORY     - Date     Condition        Report By
 HA0708  HISTORY     - 1965     MONUMENTED       CGS
 HA0708  HISTORY     - 19981107 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0507 ***********************************************************************
 JA0507  DESIGNATION -  D 327
 JA0507  PID         -  JA0507
 JA0507  STATE/COUNTY-  IN/PERRY
 JA0507  USGS QUAD   -  BEECHWOOD (1993)
 JA0507
 JA0507                         *CURRENT SURVEY CONTROL
 JA0507  ___________________________________________________________________
 JA0507* NAD 83(1986)-  38 11 42.     (N)    086 28 50.     (W)     SCALED    
 JA0507* NAVD 88     -       198.506  (meters)     651.27   (feet)  ADJUSTED  
 JA0507  ___________________________________________________________________
 JA0507  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JA0507  DYNAMIC HT  -         198.365 (meters)     650.80  (feet)  COMP
 JA0507  MODELED GRAV-     979,913.5   (mgal)                       NAVD 88
 JA0507
 JA0507  VERT ORDER  -  FIRST     CLASS II
 JA0507
 JA0507.The horizontal coordinates were scaled from a topographic map and have
 JA0507.an estimated accuracy of +/- 6 seconds.
 JA0507
 JA0507.The orthometric height was determined by differential leveling
 JA0507.and adjusted by the National Geodetic Survey in June 1991..
 JA0507
 JA0507.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0507.See file dsdata.txt to determine how the superseded data were derived.
 JA0507
 JA0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH454275(NAD 83)
 JA0507_MARKER: DB = BENCH MARK DISK
 JA0507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0507_SP_SET: CULVERT
 JA0507_STAMPING: D 327 1965
 JA0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JA0539 ***********************************************************************
 JA0539  DESIGNATION -  D 328
 JA0539  PID         -  JA0539
 JA0539  STATE/COUNTY-  IN/CRAWFORD
 JA0539  USGS QUAD   -  BIRDSEYE (1993)
 JA0539
 JA0539                         *CURRENT SURVEY CONTROL
 JA0539  ___________________________________________________________________
 JA0539* NAD 83(1986)-  38 19 38.     (N)    086 38 16.     (W)     SCALED    
 JA0539* NAVD 88     -       231.520  (meters)     759.58   (feet)  ADJUSTED  
 JA0539  ___________________________________________________________________
 JA0539  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JA0539  DYNAMIC HT  -         231.360 (meters)     759.05  (feet)  COMP
 JA0539  MODELED GRAV-     979,933.8   (mgal)                       NAVD 88
 JA0539
 JA0539  VERT ORDER  -  FIRST     CLASS II
 JA0539
 JA0539.The horizontal coordinates were scaled from a topographic map and have
 JA0539.an estimated accuracy of +/- 6 seconds.
 JA0539
 JA0539.The orthometric height was determined by differential leveling
 JA0539.and adjusted by the National Geodetic Survey in June 1991..
 JA0539
 JA0539.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0539.See file dsdata.txt to determine how the superseded data were derived.
 JA0539
 JA0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH316421(NAD 83)
 JA0539_MARKER: DB = BENCH MARK DISK
 JA0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0539_STAMPING: D 328 1965
 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 = OCTOBER  6, 2006
 HA0744 ***********************************************************************
 HA0744  DESIGNATION -  D 329
 HA0744  PID         -  HA0744
 HA0744  STATE/COUNTY-  IN/SPENCER
 HA0744  USGS QUAD   -  ROCKPORT (1982)
 HA0744
 HA0744                         *CURRENT SURVEY CONTROL
 HA0744  ___________________________________________________________________
 HA0744* NAD 83(1986)-  37 53 36.     (N)    087 03 44.     (W)     SCALED    
 HA0744* NAVD 88     -       118.222  (meters)     387.87   (feet)  ADJUSTED  
 HA0744  ___________________________________________________________________
 HA0744  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 HA0744  DYNAMIC HT  -         118.142 (meters)     387.60  (feet)  COMP
 HA0744  MODELED GRAV-     979,954.9   (mgal)                       NAVD 88
 HA0744
 HA0744  VERT ORDER  -  FIRST     CLASS II
 HA0744
 HA0744.The horizontal coordinates were scaled from a topographic map and have
 HA0744.an estimated accuracy of +/- 6 seconds.
 HA0744
 HA0744.The orthometric height was determined by differential leveling
 HA0744.and adjusted by the National Geodetic Survey in June 1991..
 HA0744
 HA0744.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0744.See file dsdata.txt to determine how the superseded data were derived.
 HA0744
 HA0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG945939(NAD 83)
 HA0744_MARKER: DB = BENCH MARK DISK
 HA0744_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0744_SP_SET: CULVERT
 HA0744_STAMPING: D 329 1965
 HA0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0744
 HA0744  HISTORY     - Date     Condition        Report By
 HA0744  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA0519 ***********************************************************************
 HA0519  DESIGNATION -  D 330
 HA0519  PID         -  HA0519
 HA0519  STATE/COUNTY-  IN/PERRY
 HA0519  USGS QUAD   -  CANNELTON (1993)
 HA0519
 HA0519                         *CURRENT SURVEY CONTROL
 HA0519  ___________________________________________________________________
 HA0519* NAD 83(1986)-  37 54 36.     (N)    086 41 26.     (W)     SCALED    
 HA0519* NAVD 88     -       120.542  (meters)     395.48   (feet)  ADJUSTED  
 HA0519  ___________________________________________________________________
 HA0519  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 HA0519  DYNAMIC HT  -         120.457 (meters)     395.20  (feet)  COMP
 HA0519  MODELED GRAV-     979,918.9   (mgal)                       NAVD 88
 HA0519
 HA0519  VERT ORDER  -  FIRST     CLASS II
 HA0519
 HA0519.The horizontal coordinates were scaled from a topographic map and have
 HA0519.an estimated accuracy of +/- 6 seconds.
 HA0519
 HA0519.The orthometric height was determined by differential leveling
 HA0519.and adjusted by the National Geodetic Survey in June 1991..
 HA0519
 HA0519.The geoid height was determined by GEOID03.
 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     -   295,580.      934,540.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0519.See file dsdata.txt to determine how the superseded data were derived.
 HA0519
 HA0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG272958(NAD 83)
 HA0519_MARKER: DB = BENCH MARK DISK
 HA0519_SETTING: 66 = SET IN ROCK OUTCROP
 HA0519_SP_SET: ROCK CLIFF
 HA0519_STAMPING: D 330 1965
 HA0519_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0519+STABILITY: POSITION/ELEVATION WELL
 HA0519
 HA0519  HISTORY     - Date     Condition        Report By
 HA0519  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1144 ***********************************************************************
 JA1144  DESIGNATION -  D 331
 JA1144  PID         -  JA1144
 JA1144  STATE/COUNTY-  IN/GIBSON
 JA1144  USGS QUAD   -  EAST MOUNT CARMEL (1989)
 JA1144
 JA1144                         *CURRENT SURVEY CONTROL
 JA1144  ___________________________________________________________________
 JA1144* NAD 83(1986)-  38 22 30.     (N)    087 40 07.     (W)     SCALED    
 JA1144* NAVD 88     -       120.618  (meters)     395.73   (feet)  ADJUSTED  
 JA1144  ___________________________________________________________________
 JA1144  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 JA1144  DYNAMIC HT  -         120.540 (meters)     395.47  (feet)  COMP
 JA1144  MODELED GRAV-     979,978.0   (mgal)                       NAVD 88
 JA1144
 JA1144  VERT ORDER  -  FIRST     CLASS II
 JA1144
 JA1144.The horizontal coordinates were scaled from a topographic map and have
 JA1144.an estimated accuracy of +/- 6 seconds.
 JA1144
 JA1144.The orthometric height was determined by differential leveling
 JA1144.and adjusted by the National Geodetic Survey in June 1991..
 JA1144
 JA1144.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1144.See file dsdata.txt to determine how the superseded data were derived.
 JA1144
 JA1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH415476(NAD 83)
 JA1144_MARKER: DB = BENCH MARK DISK
 JA1144_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1144_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA1144_STAMPING: D 331 1965
 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 = OCTOBER  6, 2006
 JA1024 ***********************************************************************
 JA1024  DESIGNATION -  D 332
 JA1024  PID         -  JA1024
 JA1024  STATE/COUNTY-  IN/GIBSON
 JA1024  USGS QUAD   -  OAKLAND CITY (1980)
 JA1024
 JA1024                         *CURRENT SURVEY CONTROL
 JA1024  ___________________________________________________________________
 JA1024* NAD 83(1986)-  38 19 59.     (N)    087 22 17.     (W)     SCALED    
 JA1024* NAVD 88     -       133.239  (meters)     437.13   (feet)  ADJUSTED  
 JA1024  ___________________________________________________________________
 JA1024  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 JA1024  DYNAMIC HT  -         133.151 (meters)     436.85  (feet)  COMP
 JA1024  MODELED GRAV-     979,965.2   (mgal)                       NAVD 88
 JA1024
 JA1024  VERT ORDER  -  FIRST     CLASS II
 JA1024
 JA1024.The horizontal coordinates were scaled from a topographic map and have
 JA1024.an estimated accuracy of +/- 6 seconds.
 JA1024
 JA1024.The orthometric height was determined by differential leveling
 JA1024.and adjusted by the National Geodetic Survey in June 1991..
 JA1024
 JA1024.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1024.See file dsdata.txt to determine how the superseded data were derived.
 JA1024
 JA1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH675428(NAD 83)
 JA1024_MARKER: DB = BENCH MARK DISK
 JA1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1024_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 MD0995 ***********************************************************************
 MD0995  DESIGNATION -  D 333
 MD0995  PID         -  MD0995
 MD0995  STATE/COUNTY-  IN/WHITLEY
 MD0995  USGS QUAD   -  PIERCETON (1994)
 MD0995
 MD0995                         *CURRENT SURVEY CONTROL
 MD0995  ___________________________________________________________________
 MD0995* NAD 83(1986)-  41 11 14.     (N)    085 39 07.     (W)     SCALED    
 MD0995* NAVD 88     -       291.078  (meters)     954.98   (feet)  ADJUSTED  
 MD0995  ___________________________________________________________________
 MD0995  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 MD0995  DYNAMIC HT  -         290.957 (meters)     954.58  (feet)  COMP
 MD0995  MODELED GRAV-     980,201.9   (mgal)                       NAVD 88
 MD0995
 MD0995  VERT ORDER  -  FIRST     CLASS I
 MD0995
 MD0995.The horizontal coordinates were scaled from a topographic map and have
 MD0995.an estimated accuracy of +/- 6 seconds.
 MD0995
 MD0995.The orthometric height was determined by differential leveling
 MD0995.and adjusted by the National Geodetic Survey in June 1991..
 MD0995
 MD0995.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD0995
 MD0995  NGVD 29 (01/19/93)  291.219  (m)          955.44   (f) ADJUSTED    1 1
 MD0995
 MD0995.Superseded values are not recommended for survey control.
 MD0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0995.See file dsdata.txt to determine how the superseded data were derived.
 MD0995
 MD0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL130604(NAD 83)
 MD0995_MARKER: DB = BENCH MARK DISK
 MD0995_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD0995_SP_SET: COPPER-CLAD STEEL ROD
 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 = OCTOBER  6, 2006
 MD1017 ***********************************************************************
 MD1017  DESIGNATION -  D 334
 MD1017  PID         -  MD1017
 MD1017  STATE/COUNTY-  IN/KOSCIUSKO
 MD1017  USGS QUAD   -  WARSAW (1994)
 MD1017
 MD1017                         *CURRENT SURVEY CONTROL
 MD1017  ___________________________________________________________________
 MD1017* NAD 83(1986)-  41 13 57.     (N)    085 49 29.     (W)     SCALED    
 MD1017* NAVD 88     -       253.834  (meters)     832.79   (feet)  ADJUSTED  
 MD1017  ___________________________________________________________________
 MD1017  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 MD1017  DYNAMIC HT  -         253.725 (meters)     832.43  (feet)  COMP
 MD1017  MODELED GRAV-     980,190.4   (mgal)                       NAVD 88
 MD1017
 MD1017  VERT ORDER  -  FIRST     CLASS I
 MD1017
 MD1017.The horizontal coordinates were scaled from a topographic map and have
 MD1017.an estimated accuracy of +/- 6 seconds.
 MD1017
 MD1017.The orthometric height was determined by differential leveling
 MD1017.and adjusted by the National Geodetic Survey in April 1995..
 MD1017
 MD1017.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1017
 MD1017  NAVD 88 (06/15/91)  253.835  (m)          832.79   (f) UNKNOWN     1 1
 MD1017  NGVD 29 (01/19/93)  253.968  (m)          833.23   (f) ADJUSTED    1 1
 MD1017
 MD1017.Superseded values are not recommended for survey control.
 MD1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1017.See file dsdata.txt to determine how the superseded data were derived.
 MD1017
 MD1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL984652(NAD 83)
 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 NOT SUITABLE FOR
 MD1017+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1992
 MD1017
 MD1017  HISTORY     - Date     Condition        Report By
 MD1017  HISTORY     - 1968     MONUMENTED       CGS
 MD1017  HISTORY     - 1990     GOOD             USPSQD
 MD1017  HISTORY     - 19921008 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0522 ***********************************************************************
 ME0522  CBN         -  This is a Cooperative Base Network Control Station.
 ME0522  DESIGNATION -  D 335
 ME0522  PID         -  ME0522
 ME0522  STATE/COUNTY-  IN/STARKE
 ME0522  USGS QUAD   -  HAMLET (1977)
 ME0522
 ME0522                         *CURRENT SURVEY CONTROL
 ME0522  ___________________________________________________________________
 ME0522* NAD 83(1997)-  41 23 09.54903(N)    086 36 31.16402(W)     ADJUSTED  
 ME0522* NAVD 88     -       207.902  (meters)     682.09   (feet)  ADJUSTED  
 ME0522  ___________________________________________________________________
 ME0522  X           -     283,502.376 (meters)                     COMP
 ME0522  Y           -  -4,784,097.073 (meters)                     COMP
 ME0522  Z           -   4,194,795.207 (meters)                     COMP
 ME0522  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 ME0522  ELLIP HEIGHT-         174.08  (meters)          (04/10/98) GPS OBS
 ME0522  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME0522  DYNAMIC HT  -         207.818 (meters)     681.82  (feet)  COMP
 ME0522  MODELED GRAV-     980,214.7   (mgal)                       NAVD 88
 ME0522
 ME0522  HORZ ORDER  -  B
 ME0522  VERT ORDER  -  FIRST     CLASS I
 ME0522  ELLP ORDER  -  FOURTH    CLASS I
 ME0522
 ME0522.The horizontal coordinates were established by GPS observations
 ME0522.and adjusted by the National Geodetic Survey in April 1998..
 ME0522
 ME0522.The orthometric height was determined by differential leveling
 ME0522.and adjusted by the National Geodetic Survey in April 1995..
 ME0522
 ME0522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME0522
 ME0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME0522
 ME0522.The ellipsoidal height was determined by GPS observations
 ME0522.and is referenced to NAD 83.
 ME0522
 ME0522.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 ME0522;SPC IN W     -   681,532.174   939,701.852   MT  0.99998606   +0 18 49.8
 ME0522;SPC IN W     - 2,235,993.47  3,083,005.16   sFT  0.99998606   +0 18 49.8
 ME0522;UTM  16      - 4,581,680.469   532,719.853   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                          SUPERSEDED SURVEY CONTROL
 ME0522
 ME0522  NAVD 88 (06/15/91)  207.900  (m)          682.09   (f) UNKNOWN     1 1
 ME0522  NGVD 29 (01/19/93)  208.000  (m)          682.41   (f) ADJUSTED    1 1
 ME0522
 ME0522.Superseded values are not recommended for survey control.
 ME0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0522.See file dsdata.txt to determine how the superseded data were derived.
 ME0522
 ME0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3272081680(NAD 83)
 ME0522_MARKER: DB = BENCH MARK DISK
 ME0522_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME0522_SP_SET: COPPER-CLAD STEEL ROD
 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 - August 05, 1997
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0573 ***********************************************************************
 ME0573  DESIGNATION -  D 336
 ME0573  PID         -  ME0573
 ME0573  STATE/COUNTY-  IN/PORTER
 ME0573  USGS QUAD   -  WANATAH (1972)
 ME0573
 ME0573                         *CURRENT SURVEY CONTROL
 ME0573  ___________________________________________________________________
 ME0573* NAD 83(1986)-  41 26 03.     (N)    086 55 49.     (W)     SCALED    
 ME0573* NAVD 88     -       224.396  (meters)     736.21   (feet)  ADJUSTED  
 ME0573  ___________________________________________________________________
 ME0573  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 ME0573  DYNAMIC HT  -         224.305 (meters)     735.91  (feet)  COMP
 ME0573  MODELED GRAV-     980,212.2   (mgal)                       NAVD 88
 ME0573
 ME0573  VERT ORDER  -  FIRST     CLASS I
 ME0573
 ME0573.The horizontal coordinates were scaled from a topographic map and have
 ME0573.an estimated accuracy of +/- 6 seconds.
 ME0573
 ME0573.The orthometric height was determined by differential leveling
 ME0573.and adjusted by the National Geodetic Survey in June 1991..
 ME0573
 ME0573.The geoid height was determined by GEOID03.
 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     -   686,790.      912,790.      MT  (+/- 180 meters Scaled)
 ME0573
 ME0573                          SUPERSEDED SURVEY CONTROL
 ME0573
 ME0573  NGVD 29 (01/19/93)  224.492  (m)          736.52   (f) ADJUSTED    1 1
 ME0573
 ME0573.Superseded values are not recommended for survey control.
 ME0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0573.See file dsdata.txt to determine how the superseded data were derived.
 ME0573
 ME0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL058869(NAD 83)
 ME0573_MARKER: DB = BENCH MARK DISK
 ME0573_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME0573_SP_SET: COPPER-CLAD STEEL ROD
 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 NOT SUITABLE FOR
 ME0573+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2125 ***********************************************************************
 ME2125  DESIGNATION -  D 349
 ME2125  PID         -  ME2125
 ME2125  STATE/COUNTY-  IN/LAKE
 ME2125  USGS QUAD   -  GARY (1991)
 ME2125
 ME2125                         *CURRENT SURVEY CONTROL
 ME2125  ___________________________________________________________________
 ME2125* NAD 83(1986)-  41 35 41.     (N)    087 17 42.     (W)     SCALED    
 ME2125* NAVD 88     -       184.282  (meters)     604.60   (feet)  ADJUSTED  
 ME2125  ___________________________________________________________________
 ME2125  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ME2125  DYNAMIC HT  -         184.214 (meters)     604.38  (feet)  COMP
 ME2125  MODELED GRAV-     980,249.4   (mgal)                       NAVD 88
 ME2125
 ME2125  VERT ORDER  -  FIRST     CLASS II
 ME2125
 ME2125.The horizontal coordinates were scaled from a topographic map and have
 ME2125.an estimated accuracy of +/- 6 seconds.
 ME2125
 ME2125.The orthometric height was determined by differential leveling
 ME2125.and adjusted by the National Geodetic Survey in June 1991..
 ME2125
 ME2125.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2125
 ME2125  NGVD 29 (01/19/93)  184.390  (m)          604.95   (f) ADJUSTED    1 2
 ME2125
 ME2125.Superseded values are not recommended for survey control.
 ME2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2125.See file dsdata.txt to determine how the superseded data were derived.
 ME2125
 ME2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM754048(NAD 83)
 ME2125_MARKER: I = METAL ROD
 ME2125_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2125_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 LA0485 ***********************************************************************
 LA0485  DESIGNATION -  D 35
 LA0485  PID         -  LA0485
 LA0485  STATE/COUNTY-  IN/ADAMS
 LA0485  USGS QUAD   -  DECATUR (1992)
 LA0485
 LA0485                         *CURRENT SURVEY CONTROL
 LA0485  ___________________________________________________________________
 LA0485* NAD 83(1986)-  40 49 30.     (N)    084 55 42.     (W)     SCALED    
 LA0485* NAVD 88     -       244.695  (meters)     802.80   (feet)  ADJUSTED  
 LA0485  ___________________________________________________________________
 LA0485  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 LA0485  DYNAMIC HT  -         244.586 (meters)     802.45  (feet)  COMP
 LA0485  MODELED GRAV-     980,175.9   (mgal)                       NAVD 88
 LA0485
 LA0485  VERT ORDER  -  SECOND    CLASS 0
 LA0485
 LA0485.The horizontal coordinates were scaled from a topographic map and have
 LA0485.an estimated accuracy of +/- 6 seconds.
 LA0485
 LA0485.The orthometric height was determined by differential leveling
 LA0485.and adjusted by the National Geodetic Survey in June 1991..
 LA0485.WARNING-Repeat measurements at this control monument indicate possible
 LA0485.vertical movement.
 LA0485
 LA0485.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0485.See file dsdata.txt to determine how the superseded data were derived.
 LA0485
 LA0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL746213(NAD 83)
 LA0485_MARKER: DB = BENCH MARK DISK
 LA0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0485_STAMPING: D 35 1934
 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             NGS
 LA0485  HISTORY     - 1974     GOOD             BRADY
 LA0485
 LA0485                          STATION DESCRIPTION
 LA0485
 LA0485'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME2164 ***********************************************************************
 ME2164  DESIGNATION -  D 350
 ME2164  PID         -  ME2164
 ME2164  STATE/COUNTY-  IN/LA PORTE
 ME2164  USGS QUAD   -  MICHIGAN CITY EAST (1980)
 ME2164
 ME2164                         *CURRENT SURVEY CONTROL
 ME2164  ___________________________________________________________________
 ME2164* NAD 83(1986)-  41 44 59.     (N)    086 49 00.     (W)     SCALED    
 ME2164* NAVD 88     -       187.676  (meters)     615.73   (feet)  ADJUSTED  
 ME2164  ___________________________________________________________________
 ME2164  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 ME2164  DYNAMIC HT  -         187.607 (meters)     615.51  (feet)  COMP
 ME2164  MODELED GRAV-     980,249.4   (mgal)                       NAVD 88
 ME2164
 ME2164  VERT ORDER  -  FIRST     CLASS II
 ME2164
 ME2164.The horizontal coordinates were scaled from a topographic map and have
 ME2164.an estimated accuracy of +/- 6 seconds.
 ME2164
 ME2164.The orthometric height was determined by differential leveling
 ME2164.and adjusted by the National Geodetic Survey in June 1991..
 ME2164
 ME2164.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2164.See file dsdata.txt to determine how the superseded data were derived.
 ME2164
 ME2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM152220(NAD 83)
 ME2164_MARKER: I = METAL ROD
 ME2164_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2164_SP_SET: STAINLESS STEEL ROD
 ME2164_STAMPING: D 350 1985
 ME2164_MARK LOGO: NGS   
 ME2164_PROJECTION: RECESSED 3 CENTIMETERS
 ME2164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2164_ROD/PIPE-DEPTH: 9.7  meters
 ME2164
 ME2164  HISTORY     - Date     Condition        Report By
 ME2164  HISTORY     - 1985     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1671 ***********************************************************************
 KA1671  DESIGNATION -  D 351
 KA1671  PID         -  KA1671
 KA1671  STATE/COUNTY-  IN/PUTNAM
 KA1671  USGS QUAD   -  CLOVERDALE (1986)
 KA1671
 KA1671                         *CURRENT SURVEY CONTROL
 KA1671  ___________________________________________________________________
 KA1671* NAD 83(1986)-  39 35 45.     (N)    086 49 47.     (W)     SCALED    
 KA1671* NAVD 88     -       225.214  (meters)     738.89   (feet)  ADJUSTED  
 KA1671  ___________________________________________________________________
 KA1671  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KA1671  DYNAMIC HT  -         225.086 (meters)     738.47  (feet)  COMP
 KA1671  MODELED GRAV-     980,052.9   (mgal)                       NAVD 88
 KA1671
 KA1671  VERT ORDER  -  FIRST     CLASS II
 KA1671
 KA1671.The horizontal coordinates were scaled from a topographic map and have
 KA1671.an estimated accuracy of +/- 6 seconds.
 KA1671
 KA1671.The orthometric height was determined by differential leveling
 KA1671.and adjusted by the National Geodetic Survey in June 1991..
 KA1671
 KA1671.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1671
 KA1671.No superseded survey control is available for this station.
 KA1671
 KA1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ146829(NAD 83)
 KA1671_MARKER: I = METAL ROD
 KA1671_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1671_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1659 ***********************************************************************
 KA1659  DESIGNATION -  D 352
 KA1659  PID         -  KA1659
 KA1659  STATE/COUNTY-  IN/HENDRICKS
 KA1659  USGS QUAD   -  BROWNSBURG (1980)
 KA1659
 KA1659                         *CURRENT SURVEY CONTROL
 KA1659  ___________________________________________________________________
 KA1659* NAD 83(1986)-  39 45 23.     (N)    086 29 09.     (W)     SCALED    
 KA1659* NAVD 88     -       273.401  (meters)     896.98   (feet)  ADJUSTED  
 KA1659  ___________________________________________________________________
 KA1659  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KA1659  DYNAMIC HT  -         273.252 (meters)     896.49  (feet)  COMP
 KA1659  MODELED GRAV-     980,073.9   (mgal)                       NAVD 88
 KA1659
 KA1659  VERT ORDER  -  FIRST     CLASS II
 KA1659
 KA1659.The horizontal coordinates were scaled from a topographic map and have
 KA1659.an estimated accuracy of +/- 6 seconds.
 KA1659
 KA1659.The orthometric height was determined by differential leveling
 KA1659.and adjusted by the National Geodetic Survey in June 1991..
 KA1659
 KA1659.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 KA1659;SPC IN W     -   500,640.      951,200.      MT  (+/- 180 meters Scaled)
 KA1659
 KA1659                          SUPERSEDED SURVEY CONTROL
 KA1659
 KA1659.No superseded survey control is available for this station.
 KA1659
 KA1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK440008(NAD 83)
 KA1659_MARKER: I = METAL ROD
 KA1659_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1659_SP_SET: STAINLESS STEEL ROD
 KA1659_STAMPING: D 352 1985
 KA1659_MARK LOGO: NGS   
 KA1659_PROJECTION: FLUSH
 KA1659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1659_ROD/PIPE-DEPTH: 12.2 meters
 KA1659
 KA1659  HISTORY     - Date     Condition        Report By
 KA1659  HISTORY     - 1985     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1697 ***********************************************************************
 KA1697  DESIGNATION -  D 353
 KA1697  PID         -  KA1697
 KA1697  STATE/COUNTY-  IN/VIGO
 KA1697  USGS QUAD   -  SEELYVILLE (1986)
 KA1697
 KA1697                         *CURRENT SURVEY CONTROL
 KA1697  ___________________________________________________________________
 KA1697* NAD 83(1986)-  39 23 52.     (N)    087 18 58.     (W)     SCALED    
 KA1697* NAVD 88     -       171.621  (meters)     563.06   (feet)  ADJUSTED  
 KA1697  ___________________________________________________________________
 KA1697  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KA1697  DYNAMIC HT  -         171.522 (meters)     562.74  (feet)  COMP
 KA1697  MODELED GRAV-     980,050.2   (mgal)                       NAVD 88
 KA1697
 KA1697  VERT ORDER  -  FIRST     CLASS II
 KA1697
 KA1697.The horizontal coordinates were scaled from a topographic map and have
 KA1697.an estimated accuracy of +/- 6 seconds.
 KA1697
 KA1697.The orthometric height was determined by differential leveling
 KA1697.and adjusted by the National Geodetic Survey in June 1991..
 KA1697
 KA1697.The geoid height was determined by GEOID03.
 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     -   460,680.      879,950.      MT  (+/- 180 meters Scaled)
 KA1697
 KA1697                          SUPERSEDED SURVEY CONTROL
 KA1697
 KA1697.No superseded survey control is available for this station.
 KA1697
 KA1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ727609(NAD 83)
 KA1697_MARKER: I = METAL ROD
 KA1697_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1697_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 JA1611 ***********************************************************************
 JA1611  DESIGNATION -  D 354
 JA1611  PID         -  JA1611
 JA1611  STATE/COUNTY-  IN/GREENE
 JA1611  USGS QUAD   -  LYONS (1978)
 JA1611
 JA1611                         *CURRENT SURVEY CONTROL
 JA1611  ___________________________________________________________________
 JA1611* NAD 83(1986)-  38 55 47.     (N)    087 01 07.     (W)     SCALED    
 JA1611* NAVD 88     -       149.711  (meters)     491.18   (feet)  ADJUSTED  
 JA1611  ___________________________________________________________________
 JA1611  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JA1611  DYNAMIC HT  -         149.619 (meters)     490.88  (feet)  COMP
 JA1611  MODELED GRAV-     980,006.9   (mgal)                       NAVD 88
 JA1611
 JA1611  VERT ORDER  -  FIRST     CLASS II
 JA1611
 JA1611.The horizontal coordinates were scaled from a topographic map and have
 JA1611.an estimated accuracy of +/- 6 seconds.
 JA1611
 JA1611.The orthometric height was determined by differential leveling
 JA1611.and adjusted by the National Geodetic Survey in June 1991..
 JA1611
 JA1611.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1611
 JA1611.No superseded survey control is available for this station.
 JA1611
 JA1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ983089(NAD 83)
 JA1611_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 JA1571 ***********************************************************************
 JA1571  DESIGNATION -  D 355
 JA1571  PID         -  JA1571
 JA1571  STATE/COUNTY-  IN/DAVIESS
 JA1571  USGS QUAD   -  SANDY HOOK (1980)
 JA1571
 JA1571                         *CURRENT SURVEY CONTROL
 JA1571  ___________________________________________________________________
 JA1571* NAD 83(1986)-  38 36 12.     (N)    087 11 41.     (W)     SCALED    
 JA1571* NAVD 88     -       138.966  (meters)     455.92   (feet)  ADJUSTED  
 JA1571  ___________________________________________________________________
 JA1571  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 JA1571  DYNAMIC HT  -         138.877 (meters)     455.63  (feet)  COMP
 JA1571  MODELED GRAV-     979,985.1   (mgal)                       NAVD 88
 JA1571
 JA1571  VERT ORDER  -  FIRST     CLASS II
 JA1571
 JA1571.The horizontal coordinates were scaled from a topographic map and have
 JA1571.an estimated accuracy of +/- 6 seconds.
 JA1571
 JA1571.The orthometric height was determined by differential leveling
 JA1571.and adjusted by the National Geodetic Survey in June 1991..
 JA1571
 JA1571.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1571
 JA1571.No superseded survey control is available for this station.
 JA1571
 JA1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH830727(NAD 83)
 JA1571_MARKER: I = METAL ROD
 JA1571_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1571_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 JA1590 ***********************************************************************
 JA1590  DESIGNATION -  D 356
 JA1590  PID         -  JA1590
 JA1590  STATE/COUNTY-  IN/GIBSON
 JA1590  USGS QUAD   -  OAKLAND CITY (1980)
 JA1590
 JA1590                         *CURRENT SURVEY CONTROL
 JA1590  ___________________________________________________________________
 JA1590* NAD 83(1986)-  38 18 15.     (N)    087 22 26.     (W)     SCALED    
 JA1590* NAVD 88     -       147.876  (meters)     485.16   (feet)  ADJUSTED  
 JA1590  ___________________________________________________________________
 JA1590  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 JA1590  DYNAMIC HT  -         147.778 (meters)     484.83  (feet)  COMP
 JA1590  MODELED GRAV-     979,962.8   (mgal)                       NAVD 88
 JA1590
 JA1590  VERT ORDER  -  FIRST     CLASS II
 JA1590
 JA1590.The horizontal coordinates were scaled from a topographic map and have
 JA1590.an estimated accuracy of +/- 6 seconds.
 JA1590
 JA1590.The orthometric height was determined by differential leveling
 JA1590.and adjusted by the National Geodetic Survey in June 1991..
 JA1590
 JA1590.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1590
 JA1590.No superseded survey control is available for this station.
 JA1590
 JA1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH673396(NAD 83)
 JA1590_MARKER: I = METAL ROD
 JA1590_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1590_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 JZ2849 ***********************************************************************
 JZ2849  DESIGNATION -  D 357
 JZ2849  PID         -  JZ2849
 JZ2849  STATE/COUNTY-  IN/SHELBY
 JZ2849  USGS QUAD   -  SHELBYVILLE (1994)
 JZ2849
 JZ2849                         *CURRENT SURVEY CONTROL
 JZ2849  ___________________________________________________________________
 JZ2849* NAD 83(1986)-  39 33 50.     (N)    085 47 41.     (W)     SCALED    
 JZ2849* NAVD 88     -       242.511  (meters)     795.64   (feet)  ADJUSTED  
 JZ2849  ___________________________________________________________________
 JZ2849  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JZ2849  DYNAMIC HT  -         242.370 (meters)     795.18  (feet)  COMP
 JZ2849  MODELED GRAV-     980,038.3   (mgal)                       NAVD 88
 JZ2849
 JZ2849  VERT ORDER  -  FIRST     CLASS II
 JZ2849
 JZ2849.The horizontal coordinates were scaled from a topographic map and have
 JZ2849.an estimated accuracy of +/- 6 seconds.
 JZ2849
 JZ2849.The orthometric height was determined by differential leveling
 JZ2849.and adjusted by the National Geodetic Survey in June 1991..
 JZ2849
 JZ2849.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ2849
 JZ2849.No superseded survey control is available for this station.
 JZ2849
 JZ2849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ035800(NAD 83)
 JZ2849_MARKER: DB = BENCH MARK 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: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ2849+STABILITY: 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 = OCTOBER  6, 2006
 JZ2822 ***********************************************************************
 JZ2822  DESIGNATION -  D 358
 JZ2822  PID         -  JZ2822
 JZ2822  STATE/COUNTY-  IN/DECATUR
 JZ2822  USGS QUAD   -  GREENSBURG (1993)
 JZ2822
 JZ2822                         *CURRENT SURVEY CONTROL
 JZ2822  ___________________________________________________________________
 JZ2822* NAD 83(1986)-  39 19 48.     (N)    085 29 20.     (W)     SCALED    
 JZ2822* NAVD 88     -       285.198  (meters)     935.69   (feet)  ADJUSTED  
 JZ2822  ___________________________________________________________________
 JZ2822  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ2822  DYNAMIC HT  -         285.019 (meters)     935.10  (feet)  COMP
 JZ2822  MODELED GRAV-     979,993.3   (mgal)                       NAVD 88
 JZ2822
 JZ2822  VERT ORDER  -  FIRST     CLASS II
 JZ2822
 JZ2822.The horizontal coordinates were scaled from a topographic map and have
 JZ2822.an estimated accuracy of +/- 6 seconds.
 JZ2822
 JZ2822.The orthometric height was determined by differential leveling
 JZ2822.and adjusted by the National Geodetic Survey in June 1991..
 JZ2822
 JZ2822.The geoid height was determined by GEOID03.
 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     -   453,150.      115,330.      MT  (+/- 180 meters Scaled)
 JZ2822
 JZ2822                          SUPERSEDED SURVEY CONTROL
 JZ2822
 JZ2822.No superseded survey control is available for this station.
 JZ2822
 JZ2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ302544(NAD 83)
 JZ2822_MARKER: I = METAL ROD
 JZ2822_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2822_SP_SET: STAINLESS STEEL ROD
 JZ2822_STAMPING: D 358 1986
 JZ2822_MARK LOGO: NGS   
 JZ2822_PROJECTION: RECESSED 2 CENTIMETERS
 JZ2822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2822_ROD/PIPE-DEPTH: 6.5  meters
 JZ2822
 JZ2822  HISTORY     - Date     Condition        Report By
 JZ2822  HISTORY     - 1986     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2791 ***********************************************************************
 JZ2791  DESIGNATION -  D 359
 JZ2791  PID         -  JZ2791
 JZ2791  STATE/COUNTY-  IN/DEARBORN
 JZ2791  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ2791
 JZ2791                         *CURRENT SURVEY CONTROL
 JZ2791  ___________________________________________________________________
 JZ2791* NAD 83(1986)-  39 06 32.     (N)    084 51 40.     (W)     SCALED    
 JZ2791* NAVD 88     -       161.744  (meters)     530.66   (feet)  ADJUSTED  
 JZ2791  ___________________________________________________________________
 JZ2791  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JZ2791  DYNAMIC HT  -         161.644 (meters)     530.33  (feet)  COMP
 JZ2791  MODELED GRAV-     980,002.3   (mgal)                       NAVD 88
 JZ2791
 JZ2791  VERT ORDER  -  FIRST     CLASS II
 JZ2791
 JZ2791.The horizontal coordinates were scaled from a topographic map and have
 JZ2791.an estimated accuracy of +/- 6 seconds.
 JZ2791
 JZ2791.The orthometric height was determined by differential leveling
 JZ2791.and adjusted by the National Geodetic Survey in June 1991..
 JZ2791
 JZ2791.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2791.See file dsdata.txt to determine how the superseded data were derived.
 JZ2791
 JZ2791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ849310(NAD 83)
 JZ2791_MARKER: I = METAL ROD
 JZ2791_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2791_SP_SET: STAINLESS STEEL ROD
 JZ2791_STAMPING: D 359 1986
 JZ2791_MARK LOGO: NGS   
 JZ2791_PROJECTION: FLUSH
 JZ2791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2791_ROD/PIPE-DEPTH: 22.6 meters
 JZ2791
 JZ2791  HISTORY     - Date     Condition        Report By
 JZ2791  HISTORY     - 1986     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1724 ***********************************************************************
 KA1724  DESIGNATION -  D 360
 KA1724  PID         -  KA1724
 KA1724  STATE/COUNTY-  IN/VIGO
 KA1724  USGS QUAD   -  TERRE HAUTE (1993)
 KA1724
 KA1724                         *CURRENT SURVEY CONTROL
 KA1724  ___________________________________________________________________
 KA1724* NAD 83(1986)-  39 29 26.     (N)    087 24 25.     (W)     SCALED    
 KA1724* NAVD 88     -       149.140  (meters)     489.30   (feet)  ADJUSTED  
 KA1724  ___________________________________________________________________
 KA1724  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KA1724  DYNAMIC HT  -         149.056 (meters)     489.03  (feet)  COMP
 KA1724  MODELED GRAV-     980,059.1   (mgal)                       NAVD 88
 KA1724
 KA1724  VERT ORDER  -  FIRST     CLASS II
 KA1724
 KA1724.The horizontal coordinates were scaled from a topographic map and have
 KA1724.an estimated accuracy of +/- 6 seconds.
 KA1724
 KA1724.The orthometric height was determined by differential leveling
 KA1724.and adjusted by the National Geodetic Survey in June 1991..
 KA1724
 KA1724.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1724
 KA1724.No superseded survey control is available for this station.
 KA1724
 KA1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ650712(NAD 83)
 KA1724_MARKER: I = METAL ROD
 KA1724_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1724_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1750 ***********************************************************************
 KA1750  CBN         -  This is a Cooperative Base Network Control Station.
 KA1750  DESIGNATION -  D 361
 KA1750  PID         -  KA1750
 KA1750  STATE/COUNTY-  IN/VERMILLION
 KA1750  USGS QUAD   -  DANA (1983)
 KA1750
 KA1750                         *CURRENT SURVEY CONTROL
 KA1750  ___________________________________________________________________
 KA1750* NAD 83(1997)-  39 50 19.01566(N)    087 24 39.36265(W)     ADJUSTED  
 KA1750* NAVD 88     -       199.531  (meters)     654.63   (feet)  ADJUSTED  
 KA1750  ___________________________________________________________________
 KA1750  X           -     221,540.299 (meters)                     COMP
 KA1750  Y           -  -4,899,328.054 (meters)                     COMP
 KA1750  Z           -   4,064,349.374 (meters)                     COMP
 KA1750  LAPLACE CORR-          -5.16  (seconds)                    DEFLEC99
 KA1750  ELLIP HEIGHT-         166.67  (meters)          (04/10/98) GPS OBS
 KA1750  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KA1750  DYNAMIC HT  -         199.423 (meters)     654.27  (feet)  COMP
 KA1750  MODELED GRAV-     980,080.2   (mgal)                       NAVD 88
 KA1750
 KA1750  HORZ ORDER  -  B
 KA1750  VERT ORDER  -  FIRST     CLASS II
 KA1750  ELLP ORDER  -  FOURTH    CLASS I
 KA1750
 KA1750.The horizontal coordinates were established by GPS observations
 KA1750.and adjusted by the National Geodetic Survey in April 1998..
 KA1750
 KA1750.The orthometric height was determined by differential leveling
 KA1750.and adjusted by the National Geodetic Survey in June 1991..
 KA1750
 KA1750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA1750
 KA1750.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1750
 KA1750.The ellipsoidal height was determined by GPS observations
 KA1750.and is referenced to NAD 83.
 KA1750
 KA1750.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 KA1750;SPC IN W     -   509,650.566   871,960.070   MT  0.99997634   -0 12 35.5
 KA1750;SPC IN W     - 1,672,078.57  2,860,755.66   sFT  0.99997634   -0 12 35.5
 KA1750;UTM  16      - 4,409,926.138   464,840.299   MT  0.99961522   -0 15 47.7
 KA1750
 KA1750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1750!SPC IN W     -   0.99997385  x   0.99997634  =   0.99995019
 KA1750!UTM  16      -   0.99997385  x   0.99961522  =   0.99958908
 KA1750
 KA1750                          SUPERSEDED SURVEY CONTROL
 KA1750
 KA1750  NAVD 88 (04/10/98)  199.53   (m)          654.6    (f) LEVELING    3  
 KA1750
 KA1750.Superseded values are not recommended for survey control.
 KA1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1750.See file dsdata.txt to determine how the superseded data were derived.
 KA1750
 KA1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK6484009926(NAD 83)
 KA1750_MARKER: I = METAL ROD
 KA1750_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1750_SP_SET: STAINLESS STEEL ROD
 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 - December 29, 2000
 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
 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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2112 ***********************************************************************
 LB2112  DESIGNATION -  D 366
 LB2112  PID         -  LB2112
 LB2112  STATE/COUNTY-  IN/VERMILLION
 LB2112  USGS QUAD   -  DANVILLE NE (1978)
 LB2112
 LB2112                         *CURRENT SURVEY CONTROL
 LB2112  ___________________________________________________________________
 LB2112* NAD 83(1986)-  40 07 58.     (N)    087 31 52.     (W)     SCALED    
 LB2112* NAVD 88     -       197.684  (meters)     648.57   (feet)  ADJUSTED  
 LB2112  ___________________________________________________________________
 LB2112  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 LB2112  DYNAMIC HT  -         197.585 (meters)     648.24  (feet)  COMP
 LB2112  MODELED GRAV-     980,118.0   (mgal)                       NAVD 88
 LB2112
 LB2112  VERT ORDER  -  FIRST     CLASS II
 LB2112
 LB2112.The horizontal coordinates were scaled from a topographic map and have
 LB2112.an estimated accuracy of +/- 6 seconds.
 LB2112
 LB2112.The orthometric height was determined by differential leveling
 LB2112.and adjusted by the National Geodetic Survey in June 1991..
 LB2112
 LB2112.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2112
 LB2112.No superseded survey control is available for this station.
 LB2112
 LB2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK547426(NAD 83)
 LB2112_MARKER: I = METAL ROD
 LB2112_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LB2112_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 ME3361 ***********************************************************************
 ME3361  DESIGNATION -  D 367
 ME3361  PID         -  ME3361
 ME3361  STATE/COUNTY-  IN/LAKE
 ME3361  USGS QUAD   -  WHITING (1991)
 ME3361
 ME3361                         *CURRENT SURVEY CONTROL
 ME3361  ___________________________________________________________________
 ME3361* NAD 83(1986)-  41 38 48.     (N)    087 26 28.     (W)     SCALED    
 ME3361* NAVD 88     -       180.049  (meters)     590.71   (feet)  ADJUSTED  
 ME3361  ___________________________________________________________________
 ME3361  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 ME3361  DYNAMIC HT  -         179.985 (meters)     590.50  (feet)  COMP
 ME3361  MODELED GRAV-     980,259.5   (mgal)                       NAVD 88
 ME3361
 ME3361  VERT ORDER  -  FIRST     CLASS II
 ME3361
 ME3361.The horizontal coordinates were scaled from a topographic map and have
 ME3361.an estimated accuracy of +/- 6 seconds.
 ME3361
 ME3361.The orthometric height was determined by differential leveling
 ME3361.and adjusted by the National Geodetic Survey in April 1995..
 ME3361
 ME3361.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3361.See file dsdata.txt to determine how the superseded data were derived.
 ME3361
 ME3361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM632106(NAD 83)
 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 - 1992
 ME3361
 ME3361  HISTORY     - Date     Condition        Report By
 ME3361  HISTORY     - 1992     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1958 ***********************************************************************
 MD1958  DESIGNATION -  D 368
 MD1958  PID         -  MD1958
 MD1958  STATE/COUNTY-  IN/KOSCIUSKO
 MD1958  USGS QUAD   -  BURKET (1994)
 MD1958
 MD1958                         *CURRENT SURVEY CONTROL
 MD1958  ___________________________________________________________________
 MD1958* NAD 83(1986)-  41 14 26.     (N)    085 53 55.     (W)     SCALED    
 MD1958* NAVD 88     -       250.882  (meters)     823.10   (feet)  ADJUSTED  
 MD1958  ___________________________________________________________________
 MD1958  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 MD1958  DYNAMIC HT  -         250.776 (meters)     822.75  (feet)  COMP
 MD1958  MODELED GRAV-     980,194.9   (mgal)                       NAVD 88
 MD1958
 MD1958  VERT ORDER  -  FIRST     CLASS II
 MD1958
 MD1958.The horizontal coordinates were scaled from a topographic map and have
 MD1958.an estimated accuracy of +/- 6 seconds.
 MD1958
 MD1958.The orthometric height was determined by differential leveling
 MD1958.and adjusted by the National Geodetic Survey in April 1995..
 MD1958
 MD1958.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1958.See file dsdata.txt to determine how the superseded data were derived.
 MD1958
 MD1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL922660(NAD 83)
 MD1958_MARKER: I = METAL ROD
 MD1958_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MD1958_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 LA1069 ***********************************************************************
 LA1069  DESIGNATION -  D 37
 LA1069  PID         -  LA1069
 LA1069  STATE/COUNTY-  IN/GRANT
 LA1069  USGS QUAD   -  HARTFORD CITY WEST (1994)
 LA1069
 LA1069                         *CURRENT SURVEY CONTROL
 LA1069  ___________________________________________________________________
 LA1069* NAD 83(1986)-  40 28 25.     (N)    085 29 34.     (W)     SCALED    
 LA1069* NAVD 88     -       283.874  (meters)     931.34   (feet)  ADJUSTED  
 LA1069  ___________________________________________________________________
 LA1069  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 LA1069  DYNAMIC HT  -         283.730 (meters)     930.87  (feet)  COMP
 LA1069  MODELED GRAV-     980,109.4   (mgal)                       NAVD 88
 LA1069
 LA1069  VERT ORDER  -  SECOND    CLASS 0
 LA1069
 LA1069.The horizontal coordinates were scaled from a topographic map and have
 LA1069.an estimated accuracy of +/- 6 seconds.
 LA1069
 LA1069.The orthometric height was determined by differential leveling
 LA1069.and adjusted by the National Geodetic Survey in June 1991..
 LA1069
 LA1069.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1069.See file dsdata.txt to determine how the superseded data were derived.
 LA1069
 LA1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK277814(NAD 83)
 LA1069_MARKER: DB = BENCH MARK DISK
 LA1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1069_STAMPING: D 37 1934
 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             NGS
 LA1069
 LA1069                          STATION DESCRIPTION
 LA1069
 LA1069'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0329 ***********************************************************************
 LA0329  DESIGNATION -  D 38
 LA0329  PID         -  LA0329
 LA0329  STATE/COUNTY-  IN/JAY
 LA0329  USGS QUAD   -  PORTLAND (1992)
 LA0329
 LA0329                         *CURRENT SURVEY CONTROL
 LA0329  ___________________________________________________________________
 LA0329* NAD 83(1986)-  40 25 46.     (N)    084 58 47.     (W)     SCALED    
 LA0329* NAVD 88     -       277.428  (meters)     910.20   (feet)  ADJUSTED  
 LA0329  ___________________________________________________________________
 LA0329  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 LA0329  DYNAMIC HT  -         277.291 (meters)     909.75  (feet)  COMP
 LA0329  MODELED GRAV-     980,121.6   (mgal)                       NAVD 88
 LA0329
 LA0329  VERT ORDER  -  SECOND    CLASS 0
 LA0329
 LA0329.The horizontal coordinates were scaled from a topographic map and have
 LA0329.an estimated accuracy of +/- 6 seconds.
 LA0329
 LA0329.The orthometric height was determined by differential leveling
 LA0329.and adjusted by the National Geodetic Survey in June 1991..
 LA0329
 LA0329.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0329.See file dsdata.txt to determine how the superseded data were derived.
 LA0329
 LA0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK713773(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0329
 LA0329  HISTORY     - Date     Condition        Report By
 LA0329  HISTORY     - 1934     MONUMENTED       CGS
 LA0329  HISTORY     - 1947     GOOD             NGS
 LA0329
 LA0329                          STATION DESCRIPTION
 LA0329
 LA0329'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0242 ***********************************************************************
 LA0242  DESIGNATION -  D 39
 LA0242  PID         -  LA0242
 LA0242  STATE/COUNTY-  IN/RANDOLPH
 LA0242  USGS QUAD   -  WINCHESTER (1994)
 LA0242
 LA0242                         *CURRENT SURVEY CONTROL
 LA0242  ___________________________________________________________________
 LA0242* NAD 83(1986)-  40 10 55.     (N)    084 54 02.     (W)     SCALED    
 LA0242* NAVD 88     -       336.790  (meters)    1104.95   (feet)  ADJUSTED  
 LA0242  ___________________________________________________________________
 LA0242  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 LA0242  DYNAMIC HT  -         336.611 (meters)    1104.36  (feet)  COMP
 LA0242  MODELED GRAV-     980,084.3   (mgal)                       NAVD 88
 LA0242
 LA0242  VERT ORDER  -  SECOND    CLASS 0
 LA0242
 LA0242.The horizontal coordinates were scaled from a topographic map and have
 LA0242.an estimated accuracy of +/- 6 seconds.
 LA0242
 LA0242.The orthometric height was determined by differential leveling
 LA0242.and adjusted by the National Geodetic Survey in June 1991..
 LA0242
 LA0242.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0242.See file dsdata.txt to determine how the superseded data were derived.
 LA0242
 LA0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK787500(NAD 83)
 LA0242_MARKER: DB = BENCH MARK DISK
 LA0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0242_STAMPING: D 39 1934
 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             NGS
 LA0242
 LA0242                          STATION DESCRIPTION
 LA0242
 LA0242'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1620 ***********************************************************************
 KA1620  DESIGNATION -  D 4 RESET 1978
 KA1620  PID         -  KA1620
 KA1620  STATE/COUNTY-  IN/MARION
 KA1620  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA1620
 KA1620                         *CURRENT SURVEY CONTROL
 KA1620  ___________________________________________________________________
 KA1620* NAD 83(1986)-  39 46 51.     (N)    086 08 24.     (W)     SCALED    
 KA1620* NAVD 88     -       218.98   (+/-2cm)     718.4    (feet)  VERTCON   
 KA1620  ___________________________________________________________________
 KA1620  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KA1620
 KA1620  VERT ORDER  -  THIRD (See Below)
 KA1620
 KA1620.The horizontal coordinates were scaled from a topographic map and have
 KA1620.an estimated accuracy of +/- 6 seconds.
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1620
 KA1620.The geoid height was determined by GEOID03.
 KA1620
 KA1620;                    North         East    Units  Estimated Accuracy
 KA1620;SPC IN E     -   503,290.       59,450.      MT  (+/- 180 meters Scaled)
 KA1620
 KA1620                          SUPERSEDED SURVEY CONTROL
 KA1620
 KA1620  NGVD 29 (04/16/04)  219.12   (m)          718.9    (f) RESET       3  
 KA1620
 KA1620.Superseded values are not recommended for survey control.
 KA1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1620.See file dsdata.txt to determine how the superseded data were derived.
 KA1620
 KA1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK736037(NAD 83)
 KA1620_MARKER: DB = BENCH MARK DISK
 KA1620_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KA1620_SP_SET: LIGHT BASE
 KA1620_STAMPING: D 4 RESET 1978
 KA1620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1012 ***********************************************************************
 LA1012  DESIGNATION -  D 41
 LA1012  PID         -  LA1012
 LA1012  STATE/COUNTY-  IN/DELAWARE
 LA1012  USGS QUAD   -  MUNCIE EAST (1984)
 LA1012
 LA1012                         *CURRENT SURVEY CONTROL
 LA1012  ___________________________________________________________________
 LA1012* NAD 83(1986)-  40 11 31.     (N)    085 22 00.     (W)     SCALED    
 LA1012* NAVD 88     -       291.705  (meters)     957.04   (feet)  ADJUSTED  
 LA1012  ___________________________________________________________________
 LA1012  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 LA1012  DYNAMIC HT  -         291.549 (meters)     956.52  (feet)  COMP
 LA1012  MODELED GRAV-     980,084.9   (mgal)                       NAVD 88
 LA1012
 LA1012  VERT ORDER  -  SECOND    CLASS 0
 LA1012
 LA1012.The horizontal coordinates were scaled from a topographic map and have
 LA1012.an estimated accuracy of +/- 6 seconds.
 LA1012
 LA1012.The orthometric height was determined by differential leveling
 LA1012.and adjusted by the National Geodetic Survey in June 1991..
 LA1012
 LA1012.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1012.See file dsdata.txt to determine how the superseded data were derived.
 LA1012
 LA1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK390503(NAD 83)
 LA1012_MARKER: DB = BENCH MARK DISK
 LA1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1012_STAMPING: D 41 1934
 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             NGS
 LA1012
 LA1012                          STATION DESCRIPTION
 LA1012
 LA1012'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1427 ***********************************************************************
 LA1427  DESIGNATION -  D 42
 LA1427  PID         -  LA1427
 LA1427  STATE/COUNTY-  IN/MADISON
 LA1427  USGS QUAD   -  ANDERSON SOUTH (1994)
 LA1427
 LA1427                         *CURRENT SURVEY CONTROL
 LA1427  ___________________________________________________________________
 LA1427* NAD 83(1986)-  40 05 53.     (N)    085 41 39.     (W)     SCALED    
 LA1427* NAVD 88     -       264.688  (meters)     868.40   (feet)  ADJUSTED  
 LA1427  ___________________________________________________________________
 LA1427  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 LA1427  DYNAMIC HT  -         264.544 (meters)     867.92  (feet)  COMP
 LA1427  MODELED GRAV-     980,075.5   (mgal)                       NAVD 88
 LA1427
 LA1427  VERT ORDER  -  SECOND    CLASS 0
 LA1427
 LA1427.The horizontal coordinates were scaled from a topographic map and have
 LA1427.an estimated accuracy of +/- 6 seconds.
 LA1427
 LA1427.The orthometric height was determined by differential leveling
 LA1427.and adjusted by the National Geodetic Survey in June 1991..
 LA1427
 LA1427.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1427.See file dsdata.txt to determine how the superseded data were derived.
 LA1427
 LA1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK113394(NAD 83)
 LA1427_MARKER: DB = BENCH MARK DISK
 LA1427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1427_SP_SET: SWITCH BASE
 LA1427_STAMPING: D 42 1934
 LA1427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1427
 LA1427  HISTORY     - Date     Condition        Report By
 LA1427  HISTORY     - 1934     MONUMENTED       CGS
 LA1427  HISTORY     - 1947     GOOD             NGS
 LA1427
 LA1427                          STATION DESCRIPTION
 LA1427
 LA1427'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0253 ***********************************************************************
 KA0253  DESIGNATION -  D 43
 KA0253  PID         -  KA0253
 KA0253  STATE/COUNTY-  IN/MARION
 KA0253  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA0253
 KA0253                         *CURRENT SURVEY CONTROL
 KA0253  ___________________________________________________________________
 KA0253* NAD 83(1986)-  39 49 33.     (N)    086 08 25.     (W)     SCALED    
 KA0253* NAVD 88     -       224.391  (meters)     736.19   (feet)  ADJUSTED  
 KA0253  ___________________________________________________________________
 KA0253  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KA0253  DYNAMIC HT  -         224.267 (meters)     735.78  (feet)  COMP
 KA0253  MODELED GRAV-     980,067.4   (mgal)                       NAVD 88
 KA0253
 KA0253  VERT ORDER  -  SECOND    CLASS 0
 KA0253
 KA0253.The horizontal coordinates were scaled from a topographic map and have
 KA0253.an estimated accuracy of +/- 6 seconds.
 KA0253
 KA0253.The orthometric height was determined by differential leveling
 KA0253.and adjusted by the National Geodetic Survey in June 1991..
 KA0253
 KA0253.The geoid height was determined by GEOID03.
 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.       59,460.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0253.See file dsdata.txt to determine how the superseded data were derived.
 KA0253
 KA0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK735087(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0253
 KA0253  HISTORY     - Date     Condition        Report By
 KA0253  HISTORY     - 1934     MONUMENTED       CGS
 KA0253  HISTORY     - 1943     GOOD             NGS
 KA0253  HISTORY     - 19961029 GOOD             USPSQD
 KA0253
 KA0253                          STATION DESCRIPTION
 KA0253
 KA0253'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2399 ***********************************************************************
 JZ2399  DESIGNATION -  D 44
 JZ2399  PID         -  JZ2399
 JZ2399  STATE/COUNTY-  IN/HANCOCK
 JZ2399  USGS QUAD   -  SHIRLEY (1960)
 JZ2399
 JZ2399                         *CURRENT SURVEY CONTROL
 JZ2399  ___________________________________________________________________
 JZ2399* NAD 83(1986)-  39 53 31.     (N)    085 34 40.     (W)     SCALED    
 JZ2399* NAVD 88     -       313.474  (meters)    1028.46   (feet)  ADJUSTED  
 JZ2399  ___________________________________________________________________
 JZ2399  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JZ2399  DYNAMIC HT  -         313.298 (meters)    1027.88  (feet)  COMP
 JZ2399  MODELED GRAV-     980,055.6   (mgal)                       NAVD 88
 JZ2399
 JZ2399  VERT ORDER  -  SECOND    CLASS 0
 JZ2399
 JZ2399.The horizontal coordinates were scaled from a topographic map and have
 JZ2399.an estimated accuracy of +/- 6 seconds.
 JZ2399
 JZ2399.The orthometric height was determined by differential leveling
 JZ2399.and adjusted by the National Geodetic Survey in June 1991..
 JZ2399.WARNING-Repeat measurements at this control monument indicate possible
 JZ2399.vertical movement.
 JZ2399
 JZ2399.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2399.See file dsdata.txt to determine how the superseded data were derived.
 JZ2399
 JZ2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK215167(NAD 83)
 JZ2399_MARKER: DB = BENCH MARK DISK
 JZ2399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2399_STAMPING: D 44 1934
 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             NGS
 JZ2399
 JZ2399                          STATION DESCRIPTION
 JZ2399
 JZ2399'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1482 ***********************************************************************
 JZ1482  DESIGNATION -  D 45
 JZ1482  PID         -  JZ1482
 JZ1482  STATE/COUNTY-  IN/HENRY
 JZ1482  USGS QUAD   -  HAGERSTOWN (1981)
 JZ1482
 JZ1482                         *CURRENT SURVEY CONTROL
 JZ1482  ___________________________________________________________________
 JZ1482* NAD 83(1986)-  39 55 29.     (N)    085 13 26.     (W)     SCALED    
 JZ1482* NAVD 88     -       349.050  (meters)    1145.17   (feet)  ADJUSTED  
 JZ1482  ___________________________________________________________________
 JZ1482  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JZ1482  DYNAMIC HT  -         348.849 (meters)    1144.52  (feet)  COMP
 JZ1482  MODELED GRAV-     980,041.4   (mgal)                       NAVD 88
 JZ1482
 JZ1482  VERT ORDER  -  SECOND    CLASS 0
 JZ1482
 JZ1482.The horizontal coordinates were scaled from a topographic map and have
 JZ1482.an estimated accuracy of +/- 6 seconds.
 JZ1482
 JZ1482.The orthometric height was determined by differential leveling
 JZ1482.and adjusted by the National Geodetic Survey in June 1991..
 JZ1482
 JZ1482.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1482.See file dsdata.txt to determine how the superseded data were derived.
 JZ1482
 JZ1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK517209(NAD 83)
 JZ1482_MARKER: DB = BENCH MARK DISK
 JZ1482_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1482_SP_SET: BRIDGE
 JZ1482_STAMPING: D 45 1934
 JZ1482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1482
 JZ1482  HISTORY     - Date     Condition        Report By
 JZ1482  HISTORY     - 1934     MONUMENTED       CGS
 JZ1482  HISTORY     - 1947     GOOD             NGS
 JZ1482  HISTORY     - 1949     GOOD             USGS
 JZ1482
 JZ1482                          STATION DESCRIPTION
 JZ1482
 JZ1482'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1250 ***********************************************************************
 JZ1250  DESIGNATION -  D 46
 JZ1250  PID         -  JZ1250
 JZ1250  STATE/COUNTY-  IN/UNION
 JZ1250  USGS QUAD   -  COLLEGE CORNER (1992)
 JZ1250
 JZ1250                         *CURRENT SURVEY CONTROL
 JZ1250  ___________________________________________________________________
 JZ1250* NAD 83(1986)-  39 35 50.     (N)    084 51 44.     (W)     SCALED    
 JZ1250* NAVD 88     -       318.295  (meters)    1044.27   (feet)  ADJUSTED  
 JZ1250  ___________________________________________________________________
 JZ1250  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JZ1250  DYNAMIC HT  -         318.111 (meters)    1043.67  (feet)  COMP
 JZ1250  MODELED GRAV-     980,040.1   (mgal)                       NAVD 88
 JZ1250
 JZ1250  VERT ORDER  -  SECOND    CLASS 0
 JZ1250
 JZ1250.The horizontal coordinates were scaled from a topographic map and have
 JZ1250.an estimated accuracy of +/- 6 seconds.
 JZ1250
 JZ1250.The orthometric height was determined by differential leveling
 JZ1250.and adjusted by the National Geodetic Survey in June 1991..
 JZ1250
 JZ1250.The geoid height was determined by GEOID03.
 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     -   483,110.      169,100.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1250.See file dsdata.txt to determine how the superseded data were derived.
 JZ1250
 JZ1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ835852(NAD 83)
 JZ1250_MARKER: DB = BENCH MARK DISK
 JZ1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1250_STAMPING: D 46 1934
 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             NGS
 JZ1250
 JZ1250                          STATION DESCRIPTION
 JZ1250
 JZ1250'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2408 ***********************************************************************
 JZ2408  DESIGNATION -  D 47
 JZ2408  PID         -  JZ2408
 JZ2408  STATE/COUNTY-  IN/RUSH
 JZ2408  USGS QUAD   -  MANILLA (1988)
 JZ2408
 JZ2408                         *CURRENT SURVEY CONTROL
 JZ2408  ___________________________________________________________________
 JZ2408* NAD 83(1986)-  39 34 53.     (N)    085 33 41.     (W)     SCALED    
 JZ2408* NAVD 88     -       281.377  (meters)     923.15   (feet)  ADJUSTED  
 JZ2408  ___________________________________________________________________
 JZ2408  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ2408  DYNAMIC HT  -         281.209 (meters)     922.60  (feet)  COMP
 JZ2408  MODELED GRAV-     980,022.4   (mgal)                       NAVD 88
 JZ2408
 JZ2408  VERT ORDER  -  SECOND    CLASS 0
 JZ2408
 JZ2408.The horizontal coordinates were scaled from a topographic map and have
 JZ2408.an estimated accuracy of +/- 6 seconds.
 JZ2408
 JZ2408.The orthometric height was determined by differential leveling
 JZ2408.and adjusted by the National Geodetic Survey in June 1991..
 JZ2408
 JZ2408.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2408.See file dsdata.txt to determine how the superseded data were derived.
 JZ2408
 JZ2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ235822(NAD 83)
 JZ2408_MARKER: DB = BENCH MARK DISK
 JZ2408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2408_STAMPING: D 47 1934
 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             NGS
 JZ2408
 JZ2408                          STATION DESCRIPTION
 JZ2408
 JZ2408'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ0604 ***********************************************************************
 JZ0604  DESIGNATION -  D 48
 JZ0604  PID         -  JZ0604
 JZ0604  STATE/COUNTY-  IN/FRANKLIN
 JZ0604  USGS QUAD   -  CEDAR GROVE (1994)
 JZ0604
 JZ0604                         *CURRENT SURVEY CONTROL
 JZ0604  ___________________________________________________________________
 JZ0604* NAD 83(1986)-  39 20 52.     (N)    084 57 06.     (W)     SCALED    
 JZ0604* NAVD 88     -       182.558  (meters)     598.94   (feet)  ADJUSTED  
 JZ0604  ___________________________________________________________________
 JZ0604  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JZ0604  DYNAMIC HT  -         182.448 (meters)     598.58  (feet)  COMP
 JZ0604  MODELED GRAV-     980,025.0   (mgal)                       NAVD 88
 JZ0604
 JZ0604  VERT ORDER  -  SECOND    CLASS 0
 JZ0604
 JZ0604.The horizontal coordinates were scaled from a topographic map and have
 JZ0604.an estimated accuracy of +/- 6 seconds.
 JZ0604
 JZ0604.The orthometric height was determined by differential leveling
 JZ0604.and adjusted by the National Geodetic Survey in June 1991..
 JZ0604
 JZ0604.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0604.See file dsdata.txt to determine how the superseded data were derived.
 JZ0604
 JZ0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ765573(NAD 83)
 JZ0604_MARKER: DB = BENCH MARK DISK
 JZ0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0604_STAMPING: D 48 1934
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1947
 JZ0604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ0605 ***********************************************************************
 JZ0605  DESIGNATION -  D 48 RESET 1947
 JZ0605  PID         -  JZ0605
 JZ0605  STATE/COUNTY-  IN/FRANKLIN
 JZ0605  USGS QUAD   -  CEDAR GROVE (1994)
 JZ0605
 JZ0605                         *CURRENT SURVEY CONTROL
 JZ0605  ___________________________________________________________________
 JZ0605* NAD 83(1986)-  39 20 54.     (N)    084 57 04.     (W)     SCALED    
 JZ0605* NAVD 88     -       183.988  (meters)     603.63   (feet)  ADJUSTED  
 JZ0605  ___________________________________________________________________
 JZ0605  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JZ0605  DYNAMIC HT  -         183.878 (meters)     603.27  (feet)  COMP
 JZ0605  MODELED GRAV-     980,025.2   (mgal)                       NAVD 88
 JZ0605
 JZ0605  VERT ORDER  -  SECOND    CLASS 0
 JZ0605
 JZ0605.The horizontal coordinates were scaled from a topographic map and have
 JZ0605.an estimated accuracy of +/- 6 seconds.
 JZ0605
 JZ0605.The orthometric height was determined by differential leveling
 JZ0605.and adjusted by the National Geodetic Survey in June 1991..
 JZ0605
 JZ0605.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0605.See file dsdata.txt to determine how the superseded data were derived.
 JZ0605
 JZ0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ765574(NAD 83)
 JZ0605_MARKER: DB = BENCH MARK DISK
 JZ0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0605_STAMPING: D 48 1934 RESET 1947
 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 = OCTOBER  6, 2006
 JZ2195 ***********************************************************************
 JZ2195  DESIGNATION -  D 49
 JZ2195  PID         -  JZ2195
 JZ2195  STATE/COUNTY-  IN/DECATUR
 JZ2195  USGS QUAD   -  WESTPORT (1994)
 JZ2195
 JZ2195                         *CURRENT SURVEY CONTROL
 JZ2195  ___________________________________________________________________
 JZ2195* NAD 83(1986)-  39 09 14.     (N)    085 35 13.     (W)     SCALED    
 JZ2195* NAVD 88     -       240.956  (meters)     790.54   (feet)  ADJUSTED  
 JZ2195  ___________________________________________________________________
 JZ2195  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ2195  DYNAMIC HT  -         240.802 (meters)     790.03  (feet)  COMP
 JZ2195  MODELED GRAV-     979,985.7   (mgal)                       NAVD 88
 JZ2195
 JZ2195  VERT ORDER  -  SECOND    CLASS 0
 JZ2195
 JZ2195.The horizontal coordinates were scaled from a topographic map and have
 JZ2195.an estimated accuracy of +/- 6 seconds.
 JZ2195
 JZ2195.The orthometric height was determined by differential leveling
 JZ2195.and adjusted by the National Geodetic Survey in June 1991..
 JZ2195
 JZ2195.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2195.See file dsdata.txt to determine how the superseded data were derived.
 JZ2195
 JZ2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ220348(NAD 83)
 JZ2195_MARKER: DB = BENCH MARK DISK
 JZ2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2195_STAMPING: D 49 1934
 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             NGS
 JZ2195
 JZ2195                          STATION DESCRIPTION
 JZ2195
 JZ2195'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1323 ***********************************************************************
 LA1323  DESIGNATION -  D 5
 LA1323  PID         -  LA1323
 LA1323  STATE/COUNTY-  IN/GRANT
 LA1323  USGS QUAD   -  FAIRMOUNT (1994)
 LA1323
 LA1323                         *CURRENT SURVEY CONTROL
 LA1323  ___________________________________________________________________
 LA1323* NAD 83(1986)-  40 28 26.     (N)    085 37 34.     (W)     SCALED    
 LA1323* NAVD 88     -       261.728  (meters)     858.69   (feet)  ADJUSTED  
 LA1323  ___________________________________________________________________
 LA1323  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 LA1323  DYNAMIC HT  -         261.595 (meters)     858.25  (feet)  COMP
 LA1323  MODELED GRAV-     980,107.8   (mgal)                       NAVD 88
 LA1323
 LA1323  VERT ORDER  -  FIRST     CLASS II
 LA1323
 LA1323.The horizontal coordinates were scaled from a topographic map and have
 LA1323.an estimated accuracy of +/- 6 seconds.
 LA1323
 LA1323.The orthometric height was determined by differential leveling
 LA1323.and adjusted by the National Geodetic Survey in June 1991..
 LA1323
 LA1323.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1323.See file dsdata.txt to determine how the superseded data were derived.
 LA1323
 LA1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK164812(NAD 83)
 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     - UNK      MONUMENTED       CGS
 LA1323  HISTORY     - 1946     GOOD             NGS
 LA1323
 LA1323                          STATION DESCRIPTION
 LA1323
 LA1323'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0686 ***********************************************************************
 KA0686  DESIGNATION -  D 50
 KA0686  PID         -  KA0686
 KA0686  STATE/COUNTY-  IN/HENDRICKS
 KA0686  USGS QUAD   -  LIZTON (1970)
 KA0686
 KA0686                         *CURRENT SURVEY CONTROL
 KA0686  ___________________________________________________________________
 KA0686* NAD 83(1986)-  39 54 06.     (N)    086 34 29.     (W)     SCALED    
 KA0686* NAVD 88     -       295.897  (meters)     970.79   (feet)  ADJUSTED  
 KA0686  ___________________________________________________________________
 KA0686  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KA0686  DYNAMIC HT  -         295.735 (meters)     970.26  (feet)  COMP
 KA0686  MODELED GRAV-     980,069.8   (mgal)                       NAVD 88
 KA0686
 KA0686  VERT ORDER  -  SECOND    CLASS 0
 KA0686
 KA0686.The horizontal coordinates were scaled from a topographic map and have
 KA0686.an estimated accuracy of +/- 6 seconds.
 KA0686
 KA0686.The orthometric height was determined by differential leveling
 KA0686.and adjusted by the National Geodetic Survey in June 1991..
 KA0686
 KA0686.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0686.See file dsdata.txt to determine how the superseded data were derived.
 KA0686
 KA0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK363169(NAD 83)
 KA0686_MARKER: DB = BENCH MARK DISK
 KA0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0686_STAMPING: D 50 1934
 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             NGS
 KA0686
 KA0686                          STATION DESCRIPTION
 KA0686
 KA0686'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1539 ***********************************************************************
 KA1539  DESIGNATION -  D 51
 KA1539  PID         -  KA1539
 KA1539  STATE/COUNTY-  IN/VERMILLION
 KA1539  USGS QUAD   -  DANA (1983)
 KA1539
 KA1539                         *CURRENT SURVEY CONTROL
 KA1539  ___________________________________________________________________
 KA1539* NAD 83(1986)-  39 46 35.     (N)    087 23 08.     (W)     SCALED    
 KA1539* NAVD 88     -       149.618  (meters)     490.87   (feet)  ADJUSTED  
 KA1539  ___________________________________________________________________
 KA1539  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KA1539  DYNAMIC HT  -         149.535 (meters)     490.60  (feet)  COMP
 KA1539  MODELED GRAV-     980,071.6   (mgal)                       NAVD 88
 KA1539
 KA1539  VERT ORDER  -  SECOND    CLASS 0
 KA1539
 KA1539.The horizontal coordinates were scaled from a topographic map and have
 KA1539.an estimated accuracy of +/- 6 seconds.
 KA1539
 KA1539.The orthometric height was determined by differential leveling
 KA1539.and adjusted by the National Geodetic Survey in June 1991..
 KA1539.WARNING-Repeat measurements at this control monument indicate possible
 KA1539.vertical movement.
 KA1539
 KA1539.The geoid height was determined by GEOID03.
 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     -   502,730.      874,110.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1539.See file dsdata.txt to determine how the superseded data were derived.
 KA1539
 KA1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK669030(NAD 83)
 KA1539_MARKER: DB = BENCH MARK DISK
 KA1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1539_STAMPING: D 51 1934
 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             NGS
 KA1539  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA1539
 KA1539                          STATION DESCRIPTION
 KA1539
 KA1539'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0434 ***********************************************************************
 KA0434  DESIGNATION -  D 52
 KA0434  PID         -  KA0434
 KA0434  STATE/COUNTY-  IN/MONROE
 KA0434  USGS QUAD   -  GOSPORT (1983)
 KA0434
 KA0434                         *CURRENT SURVEY CONTROL
 KA0434  ___________________________________________________________________
 KA0434* NAD 83(1986)-  39 16 28.     (N)    086 38 27.     (W)     SCALED    
 KA0434* NAVD 88     -       191.620  (meters)     628.67   (feet)  ADJUSTED  
 KA0434  ___________________________________________________________________
 KA0434  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KA0434  DYNAMIC HT  -         191.506 (meters)     628.30  (feet)  COMP
 KA0434  MODELED GRAV-     980,028.8   (mgal)                       NAVD 88
 KA0434
 KA0434  VERT ORDER  -  SECOND    CLASS 0
 KA0434
 KA0434.The horizontal coordinates were scaled from a topographic map and have
 KA0434.an estimated accuracy of +/- 6 seconds.
 KA0434
 KA0434.The orthometric height was determined by differential leveling
 KA0434.and adjusted by the National Geodetic Survey in June 1991..
 KA0434
 KA0434.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0434.See file dsdata.txt to determine how the superseded data were derived.
 KA0434
 KA0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ309472(NAD 83)
 KA0434_MARKER: DB = BENCH MARK DISK
 KA0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0434_STAMPING: D 52 1934
 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 = OCTOBER  6, 2006
 KA0324 ***********************************************************************
 KA0324  DESIGNATION -  D 53
 KA0324  PID         -  KA0324
 KA0324  STATE/COUNTY-  IN/BROWN
 KA0324  USGS QUAD   -  BELMONT (1984)
 KA0324
 KA0324                         *CURRENT SURVEY CONTROL
 KA0324  ___________________________________________________________________
 KA0324* NAD 83(1986)-  39 09 06.     (N)    086 21 39.     (W)     SCALED    
 KA0324* NAVD 88     -       170.362  (meters)     558.93   (feet)  ADJUSTED  
 KA0324  ___________________________________________________________________
 KA0324  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KA0324  DYNAMIC HT  -         170.258 (meters)     558.59  (feet)  COMP
 KA0324  MODELED GRAV-     980,016.9   (mgal)                       NAVD 88
 KA0324
 KA0324  VERT ORDER  -  SECOND    CLASS 0
 KA0324
 KA0324.The horizontal coordinates were scaled from a topographic map and have
 KA0324.an estimated accuracy of +/- 6 seconds.
 KA0324
 KA0324.The orthometric height was determined by differential leveling
 KA0324.and adjusted by the National Geodetic Survey in June 1991..
 KA0324
 KA0324.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0324.See file dsdata.txt to determine how the superseded data were derived.
 KA0324
 KA0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ552338(NAD 83)
 KA0324_MARKER: DB = BENCH MARK DISK
 KA0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0324_STAMPING: D 53 1934
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1966
 KA0324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1359 ***********************************************************************
 HZ1359  DESIGNATION -  D 56
 HZ1359  PID         -  HZ1359
 HZ1359  STATE/COUNTY-  IN/FLOYD
 HZ1359  USGS QUAD   -  GEORGETOWN (1993)
 HZ1359
 HZ1359                         *CURRENT SURVEY CONTROL
 HZ1359  ___________________________________________________________________
 HZ1359* NAD 83(1986)-  38 17 38.     (N)    085 58 32.     (W)     SCALED    
 HZ1359* NAVD 88     -       217.500  (meters)     713.58   (feet)  ADJUSTED  
 HZ1359  ___________________________________________________________________
 HZ1359  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 HZ1359  DYNAMIC HT  -         217.348 (meters)     713.08  (feet)  COMP
 HZ1359  MODELED GRAV-     979,928.9   (mgal)                       NAVD 88
 HZ1359
 HZ1359  VERT ORDER  -  FIRST     CLASS II
 HZ1359
 HZ1359.The horizontal coordinates were scaled from a topographic map and have
 HZ1359.an estimated accuracy of +/- 6 seconds.
 HZ1359
 HZ1359.The orthometric height was determined by differential leveling
 HZ1359.and adjusted by the National Geodetic Survey in June 1991..
 HZ1359
 HZ1359.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1359.See file dsdata.txt to determine how the superseded data were derived.
 HZ1359
 HZ1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH895389(NAD 83)
 HZ1359_MARKER: DB = BENCH MARK DISK
 HZ1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1359_STAMPING: D 56 1934
 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             NGS
 HZ1359
 HZ1359                          STATION DESCRIPTION
 HZ1359
 HZ1359'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1134 ***********************************************************************
 JA1134  DESIGNATION -  D 58
 JA1134  PID         -  JA1134
 JA1134  STATE/COUNTY-  IN/GIBSON
 JA1134  USGS QUAD   -  PRINCETON (1989)
 JA1134
 JA1134                         *CURRENT SURVEY CONTROL
 JA1134  ___________________________________________________________________
 JA1134* NAD 83(1986)-  38 21 42.     (N)    087 35 03.     (W)     SCALED    
 JA1134* NAVD 88     -       139.781  (meters)     458.60   (feet)  ADJUSTED  
 JA1134  ___________________________________________________________________
 JA1134  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JA1134  DYNAMIC HT  -         139.689 (meters)     458.30  (feet)  COMP
 JA1134  MODELED GRAV-     979,965.7   (mgal)                       NAVD 88
 JA1134
 JA1134  VERT ORDER  -  FIRST     CLASS II
 JA1134
 JA1134.The horizontal coordinates were scaled from a topographic map and have
 JA1134.an estimated accuracy of +/- 6 seconds.
 JA1134
 JA1134.The orthometric height was determined by differential leveling
 JA1134.and adjusted by the National Geodetic Survey in June 1991..
 JA1134.WARNING-Repeat measurements at this control monument indicate possible
 JA1134.vertical movement.
 JA1134
 JA1134.The geoid height was determined by GEOID03.
 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     -   345,760.      856,230.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1134.See file dsdata.txt to determine how the superseded data were derived.
 JA1134
 JA1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH489461(NAD 83)
 JA1134_MARKER: DB = BENCH MARK DISK
 JA1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1134_STAMPING: D 58 1934
 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             NGS
 JA1134
 JA1134                          STATION DESCRIPTION
 JA1134
 JA1134'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1077 ***********************************************************************
 JA1077  DESIGNATION -  D 59
 JA1077  PID         -  JA1077
 JA1077  STATE/COUNTY-  IN/PIKE
 JA1077  USGS QUAD   -  PETERSBURG (1980)
 JA1077
 JA1077                         *CURRENT SURVEY CONTROL
 JA1077  ___________________________________________________________________
 JA1077* NAD 83(1986)-  38 24 52.     (N)    087 17 52.     (W)     SCALED    
 JA1077* NAVD 88     -       132.422  (meters)     434.45   (feet)  ADJUSTED  
 JA1077  ___________________________________________________________________
 JA1077  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 JA1077  DYNAMIC HT  -         132.335 (meters)     434.17  (feet)  COMP
 JA1077  MODELED GRAV-     979,973.8   (mgal)                       NAVD 88
 JA1077
 JA1077  VERT ORDER  -  SECOND    CLASS 0
 JA1077
 JA1077.The horizontal coordinates were scaled from a topographic map and have
 JA1077.an estimated accuracy of +/- 6 seconds.
 JA1077
 JA1077.The orthometric height was determined by differential leveling
 JA1077.and adjusted by the National Geodetic Survey in June 1991..
 JA1077
 JA1077.The geoid height was determined by GEOID03.
 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     -   351,520.      881,270.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1077.See file dsdata.txt to determine how the superseded data were derived.
 JA1077
 JA1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH740518(NAD 83)
 JA1077_MARKER: DB = BENCH MARK DISK
 JA1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1077_STAMPING: D 59 1934
 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   NGS
 JA1077
 JA1077                          STATION DESCRIPTION
 JA1077
 JA1077'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1677 ***********************************************************************
 HZ1677  DESIGNATION -  D 60
 HZ1677  PID         -  HZ1677
 HZ1677  STATE/COUNTY-  IN/CLARK
 HZ1677  USGS QUAD   -  HENRYVILLE (1983)
 HZ1677
 HZ1677                         *CURRENT SURVEY CONTROL
 HZ1677  ___________________________________________________________________
 HZ1677* NAD 83(1986)-  38 34 51.     (N)    085 45 51.     (W)     SCALED    
 HZ1677* NAVD 88     -       175.215  (meters)     574.85   (feet)  ADJUSTED  
 HZ1677  ___________________________________________________________________
 HZ1677  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 HZ1677  DYNAMIC HT  -         175.099 (meters)     574.47  (feet)  COMP
 HZ1677  MODELED GRAV-     979,965.3   (mgal)                       NAVD 88
 HZ1677
 HZ1677  VERT ORDER  -  SECOND    CLASS 0
 HZ1677
 HZ1677.The horizontal coordinates were scaled from a topographic map and have
 HZ1677.an estimated accuracy of +/- 6 seconds.
 HZ1677
 HZ1677.The orthometric height was determined by differential leveling
 HZ1677.and adjusted by the National Geodetic Survey in June 1991..
 HZ1677
 HZ1677.The geoid height was determined by GEOID03.
 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     -   369,970.       91,510.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1677.See file dsdata.txt to determine how the superseded data were derived.
 HZ1677
 HZ1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH076709(NAD 83)
 HZ1677_MARKER: DB = BENCH MARK DISK
 HZ1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1677_STAMPING: D 60 1934
 HZ1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1677+STABILITY: SURFACE MOTION
 HZ1677
 HZ1677  HISTORY     - Date     Condition        Report By
 HZ1677  HISTORY     - 1934     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0091 ***********************************************************************
 KA0091  DESIGNATION -  D 61
 KA0091  PID         -  KA0091
 KA0091  STATE/COUNTY-  IN/HENDRICKS
 KA0091  USGS QUAD   -  BROWNSBURG (1980)
 KA0091
 KA0091                         *CURRENT SURVEY CONTROL
 KA0091  ___________________________________________________________________
 KA0091* NAD 83(1986)-  39 45 25.     (N)    086 26 00.     (W)     SCALED    
 KA0091* NAVD 88     -       255.054  (meters)     836.79   (feet)  ADJUSTED  
 KA0091  ___________________________________________________________________
 KA0091  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KA0091  DYNAMIC HT  -         254.915 (meters)     836.33  (feet)  COMP
 KA0091  MODELED GRAV-     980,075.8   (mgal)                       NAVD 88
 KA0091
 KA0091  VERT ORDER  -  FIRST     CLASS II
 KA0091
 KA0091.The horizontal coordinates were scaled from a topographic map and have
 KA0091.an estimated accuracy of +/- 6 seconds.
 KA0091
 KA0091.The orthometric height was determined by differential leveling
 KA0091.and adjusted by the National Geodetic Survey in June 1991..
 KA0091
 KA0091.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0091.See file dsdata.txt to determine how the superseded data were derived.
 KA0091
 KA0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK485009(NAD 83)
 KA0091_MARKER: DB = BENCH MARK DISK
 KA0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0091_STAMPING: D 61 1946
 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 = OCTOBER  6, 2006
 KA0618 ***********************************************************************
 KA0618  DESIGNATION -  D 62 RESET
 KA0618  PID         -  KA0618
 KA0618  STATE/COUNTY-  IN/PUTNAM
 KA0618  USGS QUAD   -  CLOVERDALE (1986)
 KA0618
 KA0618                         *CURRENT SURVEY CONTROL
 KA0618  ___________________________________________________________________
 KA0618* NAD 83(1986)-  39 35 01.     (N)    086 49 11.     (W)     SCALED    
 KA0618* NAVD 88     -       242.97   (meters)     797.1    (feet)  RESET     
 KA0618  ___________________________________________________________________
 KA0618  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KA0618
 KA0618  VERT ORDER  -  THIRD
 KA0618
 KA0618.The horizontal coordinates were scaled from a topographic map and have
 KA0618.an estimated accuracy of +/- 6 seconds.
 KA0618
 KA0618.The orthometric height was computed from unverified reset data.
 KA0618
 KA0618.The geoid height was determined by GEOID03.
 KA0618
 KA0618;                    North         East    Units  Estimated Accuracy
 KA0618;SPC IN W     -   481,320.      922,650.      MT  (+/- 180 meters Scaled)
 KA0618
 KA0618                          SUPERSEDED SURVEY CONTROL
 KA0618
 KA0618  NGVD 29 (??/??/??)  243.07   (m)          797.5    (f) RESET       3  
 KA0618
 KA0618.Superseded values are not recommended for survey control.
 KA0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0618.See file dsdata.txt to determine how the superseded data were derived.
 KA0618
 KA0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ154815(NAD 83)
 KA0618_MARKER: DB = BENCH MARK DISK
 KA0618_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0618_SP_SET: BUILDING
 KA0618_STAMPING: D 62 1968
 KA0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  6, 2006
 KA0491 ***********************************************************************
 KA0491  DESIGNATION -  D 63
 KA0491  PID         -  KA0491
 KA0491  STATE/COUNTY-  IN/PUTNAM
 KA0491  USGS QUAD   -  CATARACT (1986)
 KA0491
 KA0491                         *CURRENT SURVEY CONTROL
 KA0491  ___________________________________________________________________
 KA0491* NAD 83(1986)-  39 29 58.     (N)    086 45 09.     (W)     SCALED    
 KA0491* NAVD 88     -       239.167  (meters)     784.67   (feet)  ADJUSTED  
 KA0491  ___________________________________________________________________
 KA0491  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KA0491  DYNAMIC HT  -         239.029 (meters)     784.21  (feet)  COMP
 KA0491  MODELED GRAV-     980,046.7   (mgal)                       NAVD 88
 KA0491
 KA0491  VERT ORDER  -  SECOND    CLASS 0
 KA0491
 KA0491.The horizontal coordinates were scaled from a topographic map and have
 KA0491.an estimated accuracy of +/- 6 seconds.
 KA0491
 KA0491.The orthometric height was determined by differential leveling
 KA0491.and adjusted by the National Geodetic Survey in June 1991..
 KA0491
 KA0491.The geoid height was determined by GEOID03.
 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     -   472,000.      928,460.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0491.See file dsdata.txt to determine how the superseded data were derived.
 KA0491
 KA0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ212722(NAD 83)
 KA0491_MARKER: DB = BENCH MARK DISK
 KA0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0491_STAMPING: D 63 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0158 ***********************************************************************
 KA0158  DESIGNATION -  D 64
 KA0158  PID         -  KA0158
 KA0158  STATE/COUNTY-  IN/MORGAN
 KA0158  USGS QUAD   -  BRIDGEPORT (1986)
 KA0158
 KA0158                         *CURRENT SURVEY CONTROL
 KA0158  ___________________________________________________________________
 KA0158* NAD 83(1986)-  39 37 54.     (N)    086 20 50.     (W)     SCALED    
 KA0158* NAVD 88     -       213.146  (meters)     699.30   (feet)  ADJUSTED  
 KA0158  ___________________________________________________________________
 KA0158  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KA0158  DYNAMIC HT  -         213.032 (meters)     698.92  (feet)  COMP
 KA0158  MODELED GRAV-     980,086.0   (mgal)                       NAVD 88
 KA0158
 KA0158  VERT ORDER  -  SECOND    CLASS 0
 KA0158
 KA0158.The horizontal coordinates were scaled from a topographic map and have
 KA0158.an estimated accuracy of +/- 6 seconds.
 KA0158
 KA0158.The orthometric height was determined by differential leveling
 KA0158.and adjusted by the National Geodetic Survey in June 1991..
 KA0158
 KA0158.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0158.See file dsdata.txt to determine how the superseded data were derived.
 KA0158
 KA0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ560870(NAD 83)
 KA0158_MARKER: DB = BENCH MARK DISK
 KA0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0158_STAMPING: D 64 1946
 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 = OCTOBER  6, 2006
 KA0163 ***********************************************************************
 KA0163  DESIGNATION -  D 65
 KA0163  PID         -  KA0163
 KA0163  STATE/COUNTY-  IN/MORGAN
 KA0163  USGS QUAD   -  MOORESVILLE WEST (1983)
 KA0163
 KA0163                         *CURRENT SURVEY CONTROL
 KA0163  ___________________________________________________________________
 KA0163* NAD 83(1986)-  39 35 35.     (N)    086 26 13.     (W)     SCALED    
 KA0163* NAVD 88     -       259.378  (meters)     850.98   (feet)  ADJUSTED  
 KA0163  ___________________________________________________________________
 KA0163  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KA0163  DYNAMIC HT  -         259.235 (meters)     850.51  (feet)  COMP
 KA0163  MODELED GRAV-     980,069.4   (mgal)                       NAVD 88
 KA0163
 KA0163  VERT ORDER  -  SECOND    CLASS 0
 KA0163
 KA0163.The horizontal coordinates were scaled from a topographic map and have
 KA0163.an estimated accuracy of +/- 6 seconds.
 KA0163
 KA0163.The orthometric height was determined by differential leveling
 KA0163.and adjusted by the National Geodetic Survey in June 1991..
 KA0163
 KA0163.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0163.See file dsdata.txt to determine how the superseded data were derived.
 KA0163
 KA0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ483827(NAD 83)
 KA0163_MARKER: DB = BENCH MARK DISK
 KA0163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0163_SP_SET: BUILDING
 KA0163_STAMPING: D 65 1946
 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 = OCTOBER  6, 2006
 KA1083 ***********************************************************************
 KA1083  DESIGNATION -  D 66
 KA1083  PID         -  KA1083
 KA1083  STATE/COUNTY-  IN/VIGO
 KA1083  USGS QUAD   -  SEELYVILLE (1986)
 KA1083
 KA1083                         *CURRENT SURVEY CONTROL
 KA1083  ___________________________________________________________________
 KA1083* NAD 83(1986)-  39 27 26.     (N)    087 18 16.     (W)     SCALED    
 KA1083* NAVD 88     -       175.493  (meters)     575.76   (feet)  ADJUSTED  
 KA1083  ___________________________________________________________________
 KA1083  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KA1083  DYNAMIC HT  -         175.392 (meters)     575.43  (feet)  COMP
 KA1083  MODELED GRAV-     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 topographic map and have
 KA1083.an estimated accuracy of +/- 6 seconds.
 KA1083
 KA1083.The orthometric height was determined by differential leveling
 KA1083.and adjusted by the National Geodetic Survey in June 1991..
 KA1083
 KA1083.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1083.See file dsdata.txt to determine how the superseded data were derived.
 KA1083
 KA1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ738675(NAD 83)
 KA1083_MARKER: DB = BENCH MARK DISK
 KA1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1083_STAMPING: D 66 1946
 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             NGS
 KA1083  HISTORY     - 1972     GOOD             NGS
 KA1083  HISTORY     - 19870824 POOR             USPSQD
 KA1083
 KA1083                          STATION DESCRIPTION
 KA1083
 KA1083'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0946 ***********************************************************************
 KA0946  DESIGNATION -  D 67
 KA0946  PID         -  KA0946
 KA0946  STATE/COUNTY-  IN/CLAY
 KA0946  USGS QUAD   -  BRAZIL WEST (1986)
 KA0946
 KA0946                         *CURRENT SURVEY CONTROL
 KA0946  ___________________________________________________________________
 KA0946* NAD 83(1986)-  39 32 36.     (N)    087 07 31.     (W)     SCALED    
 KA0946* NAVD 88     -       195.860  (meters)     642.58   (feet)  ADJUSTED  
 KA0946  ___________________________________________________________________
 KA0946  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KA0946  DYNAMIC HT  -         195.747 (meters)     642.21  (feet)  COMP
 KA0946  MODELED GRAV-     980,044.4   (mgal)                       NAVD 88
 KA0946
 KA0946  VERT ORDER  -  SECOND    CLASS 0
 KA0946
 KA0946.The horizontal coordinates were scaled from a topographic map and have
 KA0946.an estimated accuracy of +/- 6 seconds.
 KA0946
 KA0946.The orthometric height was determined by differential leveling
 KA0946.and adjusted by the National Geodetic Survey in June 1991..
 KA0946
 KA0946.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0946.See file dsdata.txt to determine how the superseded data were derived.
 KA0946
 KA0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ892770(NAD 83)
 KA0946_MARKER: DB = BENCH MARK DISK
 KA0946_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0946_SP_SET: CULVERT
 KA0946_STAMPING: D 67 1946
 KA0946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA1158 ***********************************************************************
 KA1158  DESIGNATION -  D 68
 KA1158  PID         -  KA1158
 KA1158  STATE/COUNTY-  IN/CLAY
 KA1158  USGS QUAD   -  STAUNTON (1986)
 KA1158
 KA1158                         *CURRENT SURVEY CONTROL
 KA1158  ___________________________________________________________________
 KA1158* NAD 83(1986)-  39 28 10.     (N)    087 12 01.     (W)     SCALED    
 KA1158* NAVD 88     -       204.780  (meters)     671.85   (feet)  ADJUSTED  
 KA1158  ___________________________________________________________________
 KA1158  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KA1158  DYNAMIC HT  -         204.663 (meters)     671.47  (feet)  COMP
 KA1158  MODELED GRAV-     980,050.0   (mgal)                       NAVD 88
 KA1158
 KA1158  VERT ORDER  -  SECOND    CLASS 0
 KA1158
 KA1158.The horizontal coordinates were scaled from a topographic map and have
 KA1158.an estimated accuracy of +/- 6 seconds.
 KA1158
 KA1158.The orthometric height was determined by differential leveling
 KA1158.and adjusted by the National Geodetic Survey in June 1991..
 KA1158
 KA1158.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1158.See file dsdata.txt to determine how the superseded data were derived.
 KA1158
 KA1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ827688(NAD 83)
 KA1158_MARKER: DB = BENCH MARK DISK
 KA1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1158_STAMPING: D 68 1946
 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 = OCTOBER  6, 2006
 KA1159 ***********************************************************************
 KA1159  DESIGNATION -  D 68 RESET 1952
 KA1159  PID         -  KA1159
 KA1159  STATE/COUNTY-  IN/CLAY
 KA1159  USGS QUAD   -  STAUNTON (1986)
 KA1159
 KA1159                         *CURRENT SURVEY CONTROL
 KA1159  ___________________________________________________________________
 KA1159* NAD 83(1986)-  39 28 10.     (N)    087 12 01.     (W)     SCALED    
 KA1159* NAVD 88     -       209.00   (meters)     685.7    (feet)  RESET     
 KA1159  ___________________________________________________________________
 KA1159  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KA1159
 KA1159  VERT ORDER  -  THIRD
 KA1159
 KA1159.The horizontal coordinates were scaled from a topographic map and have
 KA1159.an estimated accuracy of +/- 6 seconds.
 KA1159
 KA1159.The orthometric height was computed from unverified reset data.
 KA1159
 KA1159.The geoid height was determined by GEOID03.
 KA1159
 KA1159;                    North         East    Units  Estimated Accuracy
 KA1159;SPC IN W     -   468,620.      889,940.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1159.See file dsdata.txt to determine how the superseded data were derived.
 KA1159
 KA1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ827688(NAD 83)
 KA1159_MARKER: DB = BENCH MARK DISK
 KA1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1159_STAMPING: D 68 RESET 1952
 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             NGS
 KA1159
 KA1159                          STATION DESCRIPTION
 KA1159
 KA1159'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1146 ***********************************************************************
 KA1146  DESIGNATION -  D 69
 KA1146  PID         -  KA1146
 KA1146  STATE/COUNTY-  IN/CLAY
 KA1146  USGS QUAD   -  CENTER POINT (1986)
 KA1146
 KA1146                         *CURRENT SURVEY CONTROL
 KA1146  ___________________________________________________________________
 KA1146* NAD 83(1986)-  39 25 10.     (N)    087 05 29.     (W)     SCALED    
 KA1146* NAVD 88     -       201.807  (meters)     662.10   (feet)  ADJUSTED  
 KA1146  ___________________________________________________________________
 KA1146  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KA1146  DYNAMIC HT  -         201.692 (meters)     661.72  (feet)  COMP
 KA1146  MODELED GRAV-     980,049.4   (mgal)                       NAVD 88
 KA1146
 KA1146  VERT ORDER  -  SECOND    CLASS 0
 KA1146
 KA1146.The horizontal coordinates were scaled from a topographic map and have
 KA1146.an estimated accuracy of +/- 6 seconds.
 KA1146
 KA1146.The orthometric height was determined by differential leveling
 KA1146.and adjusted by the National Geodetic Survey in June 1991..
 KA1146
 KA1146.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1146.See file dsdata.txt to determine how the superseded data were derived.
 KA1146
 KA1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ921633(NAD 83)
 KA1146_MARKER: DB = BENCH MARK DISK
 KA1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1146_STAMPING: D 69 1946
 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 = OCTOBER  6, 2006
 KA1155 ***********************************************************************
 KA1155  DESIGNATION -  D 70
 KA1155  PID         -  KA1155
 KA1155  STATE/COUNTY-  IN/CLAY
 KA1155  USGS QUAD   -  STAUNTON (1986)
 KA1155
 KA1155                         *CURRENT SURVEY CONTROL
 KA1155  ___________________________________________________________________
 KA1155* NAD 83(1986)-  39 29 26.     (N)    087 10 16.     (W)     SCALED    
 KA1155* NAVD 88     -       202.695  (meters)     665.01   (feet)  ADJUSTED  
 KA1155  ___________________________________________________________________
 KA1155  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KA1155  DYNAMIC HT  -         202.579 (meters)     664.63  (feet)  COMP
 KA1155  MODELED GRAV-     980,050.3   (mgal)                       NAVD 88
 KA1155
 KA1155  VERT ORDER  -  SECOND    CLASS 0
 KA1155
 KA1155.The horizontal coordinates were scaled from a topographic map and have
 KA1155.an estimated accuracy of +/- 6 seconds.
 KA1155
 KA1155.The orthometric height was determined by differential leveling
 KA1155.and adjusted by the National Geodetic Survey in June 1991..
 KA1155
 KA1155.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1155.See file dsdata.txt to determine how the superseded data were derived.
 KA1155
 KA1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ852712(NAD 83)
 KA1155_MARKER: DB = BENCH MARK DISK
 KA1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1155_STAMPING: D 70 1946
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1958
 KA1155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0829 ***********************************************************************
 KA0829  DESIGNATION -  D 71
 KA0829  PID         -  KA0829
 KA0829  STATE/COUNTY-  IN/PARKE
 KA0829  USGS QUAD   -  MANSFIELD (1983)
 KA0829
 KA0829                         *CURRENT SURVEY CONTROL
 KA0829  ___________________________________________________________________
 KA0829* NAD 83(1986)-  39 38 33.     (N)    087 05 33.     (W)     SCALED    
 KA0829* NAVD 88     -       213.324  (meters)     699.88   (feet)  ADJUSTED  
 KA0829  ___________________________________________________________________
 KA0829  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KA0829  DYNAMIC HT  -         213.203 (meters)     699.48  (feet)  COMP
 KA0829  MODELED GRAV-     980,053.5   (mgal)                       NAVD 88
 KA0829
 KA0829  VERT ORDER  -  SECOND    CLASS 0
 KA0829
 KA0829.The horizontal coordinates were scaled from a topographic map and have
 KA0829.an estimated accuracy of +/- 6 seconds.
 KA0829
 KA0829.The orthometric height was determined by differential leveling
 KA0829.and adjusted by the National Geodetic Survey in June 1991..
 KA0829
 KA0829.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0829.See file dsdata.txt to determine how the superseded data were derived.
 KA0829
 KA0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ920880(NAD 83)
 KA0829_MARKER: DB = BENCH MARK DISK
 KA0829_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0829_SP_SET: CULVERT
 KA0829_STAMPING: D 71 1946
 KA0829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0559 ***********************************************************************
 KA0559  DESIGNATION -  D 72
 KA0559  PID         -  KA0559
 KA0559  STATE/COUNTY-  IN/PUTNAM
 KA0559  USGS QUAD   -  RUSSELLVILLE (1963)
 KA0559
 KA0559                         *CURRENT SURVEY CONTROL
 KA0559  ___________________________________________________________________
 KA0559* NAD 83(1986)-  39 45 46.     (N)    086 56 32.     (W)     SCALED    
 KA0559* NAVD 88     -       255.764  (meters)     839.12   (feet)  ADJUSTED  
 KA0559  ___________________________________________________________________
 KA0559  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KA0559  DYNAMIC HT  -         255.619 (meters)     838.64  (feet)  COMP
 KA0559  MODELED GRAV-     980,054.3   (mgal)                       NAVD 88
 KA0559
 KA0559  VERT ORDER  -  SECOND    CLASS 0
 KA0559
 KA0559.The horizontal coordinates were scaled from a topographic map and have
 KA0559.an estimated accuracy of +/- 6 seconds.
 KA0559
 KA0559.The orthometric height was determined by differential leveling
 KA0559.and adjusted by the National Geodetic Survey in June 1991..
 KA0559
 KA0559.The geoid height was determined by GEOID03.
 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     -   501,190.      912,090.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0559.See file dsdata.txt to determine how the superseded data were derived.
 KA0559
 KA0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK049014(NAD 83)
 KA0559_MARKER: DB = BENCH MARK DISK
 KA0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0559_STAMPING: D 72 1946
 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 = OCTOBER  6, 2006
 KA0790 ***********************************************************************
 KA0790  DESIGNATION -  D 73
 KA0790  PID         -  KA0790
 KA0790  STATE/COUNTY-  IN/HENDRICKS
 KA0790  USGS QUAD   -  COATESVILLE (1983)
 KA0790
 KA0790                         *CURRENT SURVEY CONTROL
 KA0790  ___________________________________________________________________
 KA0790* NAD 83(1986)-  39 44 45.     (N)    086 39 03.     (W)     SCALED    
 KA0790* NAVD 88     -       282.636  (meters)     927.28   (feet)  POSTED    
 KA0790  ___________________________________________________________________
 KA0790  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KA0790  DYNAMIC HT  -         282.480 (meters)     926.77  (feet)  COMP
 KA0790  MODELED GRAV-     980,067.7   (mgal)                       NAVD 88
 KA0790
 KA0790  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KA0790
 KA0790.The horizontal coordinates were scaled from a topographic map and have
 KA0790.an estimated accuracy of +/- 6 seconds.
 KA0790
 KA0790.The orthometric height was determined by differential leveling
 KA0790.and adjusted by the National Geodetic Survey in 1992..
 KA0790.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KA0790.rate of 2.1 thru 3.0 mm/km.
 KA0790
 KA0790.The geoid height was determined by GEOID03.
 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     -   499,390.      937,070.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0790.See file dsdata.txt to determine how the superseded data were derived.
 KA0790
 KA0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ299996(NAD 83)
 KA0790_MARKER: DB = BENCH MARK DISK
 KA0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0790_STAMPING: D 73 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0776 ***********************************************************************
 KA0776  DESIGNATION -  D 74
 KA0776  PID         -  KA0776
 KA0776  STATE/COUNTY-  IN/PUTNAM
 KA0776  USGS QUAD   -  RUSSELLVILLE (1963)
 KA0776
 KA0776                         *CURRENT SURVEY CONTROL
 KA0776  ___________________________________________________________________
 KA0776* NAD 83(1986)-  39 47 36.     (N)    086 57 41.     (W)     SCALED    
 KA0776* NAVD 88     -       209.183  (meters)     686.29   (feet)  ADJUSTED  
 KA0776  ___________________________________________________________________
 KA0776  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KA0776  DYNAMIC HT  -         209.064 (meters)     685.90  (feet)  COMP
 KA0776  MODELED GRAV-     980,055.4   (mgal)                       NAVD 88
 KA0776
 KA0776  VERT ORDER  -  SECOND    CLASS 0
 KA0776
 KA0776.The horizontal coordinates were scaled from a topographic map and have
 KA0776.an estimated accuracy of +/- 6 seconds.
 KA0776
 KA0776.The orthometric height was determined by differential leveling
 KA0776.and adjusted by the National Geodetic Survey in June 1991..
 KA0776
 KA0776.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0776.See file dsdata.txt to determine how the superseded data were derived.
 KA0776
 KA0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK033048(NAD 83)
 KA0776_MARKER: DB = BENCH MARK DISK
 KA0776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0776_SP_SET: CULVERT
 KA0776_STAMPING: D 74 1946
 KA0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0729 ***********************************************************************
 KA0729  DESIGNATION -  D 75
 KA0729  PID         -  KA0729
 KA0729  STATE/COUNTY-  IN/MONTGOMERY
 KA0729  USGS QUAD   -  LADOGA (1984)
 KA0729
 KA0729                         *CURRENT SURVEY CONTROL
 KA0729  ___________________________________________________________________
 KA0729* NAD 83(1986)-  39 55 52.     (N)    086 48 14.     (W)     SCALED    
 KA0729* NAVD 88     -       261.380  (meters)     857.54   (feet)  ADJUSTED  
 KA0729  ___________________________________________________________________
 KA0729  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KA0729  DYNAMIC HT  -         261.238 (meters)     857.08  (feet)  COMP
 KA0729  MODELED GRAV-     980,075.0   (mgal)                       NAVD 88
 KA0729
 KA0729  VERT ORDER  -  SECOND    CLASS 0
 KA0729
 KA0729.The horizontal coordinates were scaled from a topographic map and have
 KA0729.an estimated accuracy of +/- 6 seconds.
 KA0729
 KA0729.The orthometric height was determined by differential leveling
 KA0729.and adjusted by the National Geodetic Survey in June 1991..
 KA0729
 KA0729.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0729.See file dsdata.txt to determine how the superseded data were derived.
 KA0729
 KA0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK167201(NAD 83)
 KA0729_MARKER: DB = BENCH MARK DISK
 KA0729_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0729_SP_SET: CULVERT
 KA0729_STAMPING: D 75 1946
 KA0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0751 ***********************************************************************
 KA0751  DESIGNATION -  D 76
 KA0751  PID         -  KA0751
 KA0751  STATE/COUNTY-  IN/HENDRICKS
 KA0751  USGS QUAD   -  CLAYTON (1970)
 KA0751
 KA0751                         *CURRENT SURVEY CONTROL
 KA0751  ___________________________________________________________________
 KA0751* NAD 83(1986)-  39 37 48.     (N)    086 37 19.     (W)     SCALED    
 KA0751* NAVD 88     -       244.818  (meters)     803.21   (feet)  ADJUSTED  
 KA0751  ___________________________________________________________________
 KA0751  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KA0751  DYNAMIC HT  -         244.681 (meters)     802.76  (feet)  COMP
 KA0751  MODELED GRAV-     980,061.4   (mgal)                       NAVD 88
 KA0751
 KA0751  VERT ORDER  -  SECOND    CLASS 0
 KA0751
 KA0751.The horizontal coordinates were scaled from a topographic map and have
 KA0751.an estimated accuracy of +/- 6 seconds.
 KA0751
 KA0751.The orthometric height was determined by differential leveling
 KA0751.and adjusted by the National Geodetic Survey in June 1991..
 KA0751
 KA0751.The geoid height was determined by GEOID03.
 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     -   486,540.      939,610.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0751.See file dsdata.txt to determine how the superseded data were derived.
 KA0751
 KA0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ324867(NAD 83)
 KA0751_MARKER: DB = BENCH MARK DISK
 KA0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0751_STAMPING: D 76 1946
 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 = OCTOBER  6, 2006
 KA0100 ***********************************************************************
 KA0100  DESIGNATION -  D 77
 KA0100  PID         -  KA0100
 KA0100  STATE/COUNTY-  IN/MARION
 KA0100  USGS QUAD   -  CLERMONT (1984)
 KA0100
 KA0100                         *CURRENT SURVEY CONTROL
 KA0100  ___________________________________________________________________
 KA0100* NAD 83(1986)-  39 45 40.     (N)    086 16 11.     (W)     SCALED    
 KA0100* NAVD 88     -       234.727  (meters)     770.10   (feet)  POSTED    
 KA0100  ___________________________________________________________________
 KA0100  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KA0100  DYNAMIC HT  -         234.600 (meters)     769.68  (feet)  COMP
 KA0100  MODELED GRAV-     980,081.9   (mgal)                       NAVD 88
 KA0100
 KA0100  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KA0100
 KA0100.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KA0100.rate of 2.1 thru 3.0 mm/km.
 KA0100
 KA0100.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0100.See file dsdata.txt to determine how the superseded data were derived.
 KA0100
 KA0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK625014(NAD 83)
 KA0100_MARKER: DB = BENCH MARK DISK
 KA0100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0100_SP_SET: PIER
 KA0100_STAMPING: D 77 1946
 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 = OCTOBER  6, 2006
 KA0101 ***********************************************************************
 KA0101  DESIGNATION -  D 77 RESET
 KA0101  PID         -  KA0101
 KA0101  STATE/COUNTY-  IN/MARION
 KA0101  USGS QUAD   -  CLERMONT (1984)
 KA0101
 KA0101                         *CURRENT SURVEY CONTROL
 KA0101  ___________________________________________________________________
 KA0101* NAD 83(1986)-  39 45 39.     (N)    086 16 12.     (W)     SCALED    
 KA0101* NAVD 88     -       233.20   (+/-2cm)     765.1    (feet)  VERTCON   
 KA0101  ___________________________________________________________________
 KA0101  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KA0101
 KA0101  VERT ORDER  -  THIRD (See Below)
 KA0101
 KA0101.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 KA0101
 KA0101.The geoid height was determined by GEOID03.
 KA0101
 KA0101;                    North         East    Units  Estimated Accuracy
 KA0101;SPC IN E     -   501,140.       48,300.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0101.See file dsdata.txt to determine how the superseded data were derived.
 KA0101
 KA0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK625014(NAD 83)
 KA0101_MARKER: DB = BENCH MARK DISK
 KA0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0101_STAMPING: D 77 RESET 1959
 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 = OCTOBER  6, 2006
 LB0594 ***********************************************************************
 LB0594  DESIGNATION -  D 78
 LB0594  PID         -  LB0594
 LB0594  STATE/COUNTY-  IN/BOONE
 LB0594  USGS QUAD   -  KIRKLIN (1977)
 LB0594
 LB0594                         *CURRENT SURVEY CONTROL
 LB0594  ___________________________________________________________________
 LB0594* NAD 83(1986)-  40 07 41.     (N)    086 19 42.     (W)     SCALED    
 LB0594* NAVD 88     -       287.233  (meters)     942.36   (feet)  ADJUSTED  
 LB0594  ___________________________________________________________________
 LB0594  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 LB0594  DYNAMIC HT  -         287.075 (meters)     941.85  (feet)  COMP
 LB0594  MODELED GRAV-     980,065.5   (mgal)                       NAVD 88
 LB0594
 LB0594  VERT ORDER  -  SECOND    CLASS 0
 LB0594
 LB0594.The horizontal coordinates were scaled from a topographic map and have
 LB0594.an estimated accuracy of +/- 6 seconds.
 LB0594
 LB0594.The orthometric height was determined by differential leveling
 LB0594.and adjusted by the National Geodetic Survey in June 1991..
 LB0594
 LB0594.The geoid height was determined by GEOID03.
 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     -   542,010.      964,350.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0594.See file dsdata.txt to determine how the superseded data were derived.
 LB0594
 LB0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK572421(NAD 83)
 LB0594_MARKER: DB = BENCH MARK DISK
 LB0594_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0594_SP_SET: BOX CULVERT WINGWALL
 LB0594_STAMPING: D 78 1946
 LB0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0069 ***********************************************************************
 KA0069  DESIGNATION -  D 79
 KA0069  PID         -  KA0069
 KA0069  STATE/COUNTY-  IN/MARION
 KA0069  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA0069
 KA0069                         *CURRENT SURVEY CONTROL
 KA0069  ___________________________________________________________________
 KA0069* NAD 83(1986)-  39 47 51.     (N)    086 10 08.     (W)     SCALED    
 KA0069* NAVD 88     -       217.587  (meters)     713.87   (feet)  ADJUSTED  
 KA0069  ___________________________________________________________________
 KA0069  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KA0069  DYNAMIC HT  -         217.467 (meters)     713.47  (feet)  COMP
 KA0069  MODELED GRAV-     980,070.4   (mgal)                       NAVD 88
 KA0069
 KA0069  VERT ORDER  -  SECOND    CLASS 0
 KA0069
 KA0069.The horizontal coordinates were scaled from a topographic map and have
 KA0069.an estimated accuracy of +/- 6 seconds.
 KA0069
 KA0069.The orthometric height was determined by differential leveling
 KA0069.and adjusted by the National Geodetic Survey in June 1991..
 KA0069
 KA0069.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0069.See file dsdata.txt to determine how the superseded data were derived.
 KA0069
 KA0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK711056(NAD 83)
 KA0069_MARKER: DB = BENCH MARK DISK
 KA0069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0069_SP_SET: BRIDGE
 KA0069_STAMPING: D 79 1946
 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 = OCTOBER  6, 2006
 KA2071 ***********************************************************************
 KA2071  DESIGNATION -  D 79 RESET
 KA2071  PID         -  KA2071
 KA2071  STATE/COUNTY-  IN/MARION
 KA2071  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA2071
 KA2071                         *CURRENT SURVEY CONTROL
 KA2071  ___________________________________________________________________
 KA2071* NAD 83(1986)-  39 47 51.     (N)    086 10 08.     (W)     SCALED    
 KA2071* NAVD 88     -       215.80   (meters)     708.0    (feet)  RESET     
 KA2071  ___________________________________________________________________
 KA2071  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KA2071
 KA2071  VERT ORDER  -  THIRD
 KA2071
 KA2071.The horizontal coordinates were scaled from a topographic map and have
 KA2071.an estimated accuracy of +/- 6 seconds.
 KA2071
 KA2071.The orthometric height was computed from unverified reset data.
 KA2071
 KA2071.The geoid height was determined by GEOID03.
 KA2071
 KA2071;                    North         East    Units  Estimated Accuracy
 KA2071;SPC IN E     -   505,160.       56,990.      MT  (+/- 180 meters Scaled)
 KA2071
 KA2071                          SUPERSEDED SURVEY CONTROL
 KA2071
 KA2071  NGVD 29 (04/16/04)  215.93   (m)          708.4    (f) RESET       3  
 KA2071
 KA2071.Superseded values are not recommended for survey control.
 KA2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2071.See file dsdata.txt to determine how the superseded data were derived.
 KA2071
 KA2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK711056(NAD 83)
 KA2071_MARKER: DB = BENCH MARK DISK
 KA2071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2071_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 KA0215 ***********************************************************************
 KA0215  DESIGNATION -  D 80
 KA0215  PID         -  KA0215
 KA0215  STATE/COUNTY-  IN/BOONE
 KA0215  USGS QUAD   -  FAYETTE (1963)
 KA0215
 KA0215                         *CURRENT SURVEY CONTROL
 KA0215  ___________________________________________________________________
 KA0215* NAD 83(1986)-  39 58 03.     (N)    086 23 00.     (W)     SCALED    
 KA0215* NAVD 88     -       286.184  (meters)     938.92   (feet)  ADJUSTED  
 KA0215  ___________________________________________________________________
 KA0215  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KA0215  DYNAMIC HT  -         286.027 (meters)     938.41  (feet)  COMP
 KA0215  MODELED GRAV-     980,067.4   (mgal)                       NAVD 88
 KA0215
 KA0215  VERT ORDER  -  SECOND    CLASS 0
 KA0215
 KA0215.The horizontal coordinates were scaled from a topographic map and have
 KA0215.an estimated accuracy of +/- 6 seconds.
 KA0215
 KA0215.The orthometric height was determined by differential leveling
 KA0215.and adjusted by the National Geodetic Survey in June 1991..
 KA0215
 KA0215.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0215.See file dsdata.txt to determine how the superseded data were derived.
 KA0215
 KA0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK526243(NAD 83)
 KA0215_MARKER: DB = BENCH MARK DISK
 KA0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0215_STAMPING: D 80 1946
 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 = OCTOBER  6, 2006
 KA0536 ***********************************************************************
 KA0536  DESIGNATION -  D 81
 KA0536  PID         -  KA0536
 KA0536  STATE/COUNTY-  IN/OWEN
 KA0536  USGS QUAD   -  QUINCY (1958)
 KA0536
 KA0536                         *CURRENT SURVEY CONTROL
 KA0536  ___________________________________________________________________
 KA0536* NAD 83(1986)-  39 25 56.     (N)    086 44 46.     (W)     SCALED    
 KA0536* NAVD 88     -       237.585  (meters)     779.48   (feet)  ADJUSTED  
 KA0536  ___________________________________________________________________
 KA0536  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KA0536  DYNAMIC HT  -         237.448 (meters)     779.03  (feet)  COMP
 KA0536  MODELED GRAV-     980,045.3   (mgal)                       NAVD 88
 KA0536
 KA0536  VERT ORDER  -  SECOND    CLASS 0
 KA0536
 KA0536.The horizontal coordinates were scaled from a topographic map and have
 KA0536.an estimated accuracy of +/- 6 seconds.
 KA0536
 KA0536.The orthometric height was determined by differential leveling
 KA0536.and adjusted by the National Geodetic Survey in June 1991..
 KA0536
 KA0536.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0536.See file dsdata.txt to determine how the superseded data were derived.
 KA0536
 KA0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ218647(NAD 83)
 KA0536_MARKER: DB = BENCH MARK DISK
 KA0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0536_STAMPING: D 81 1946
 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 = OCTOBER  6, 2006
 KA1217 ***********************************************************************
 KA1217  DESIGNATION -  D 82
 KA1217  PID         -  KA1217
 KA1217  STATE/COUNTY-  IN/CLAY
 KA1217  USGS QUAD   -  STAUNTON (1986)
 KA1217
 KA1217                         *CURRENT SURVEY CONTROL
 KA1217  ___________________________________________________________________
 KA1217* NAD 83(1986)-  39 22 40.     (N)    087 09 20.     (W)     SCALED    
 KA1217* NAVD 88     -       174.263  (meters)     571.73   (feet)  ADJUSTED  
 KA1217  ___________________________________________________________________
 KA1217  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KA1217  DYNAMIC HT  -         174.163 (meters)     571.40  (feet)  COMP
 KA1217  MODELED GRAV-     980,048.3   (mgal)                       NAVD 88
 KA1217
 KA1217  VERT ORDER  -  FIRST     CLASS II
 KA1217
 KA1217.The horizontal coordinates were scaled from a topographic map and have
 KA1217.an estimated accuracy of +/- 6 seconds.
 KA1217
 KA1217.The orthometric height was determined by differential leveling
 KA1217.and adjusted by the National Geodetic Survey in June 1991..
 KA1217
 KA1217.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1217.See file dsdata.txt to determine how the superseded data were derived.
 KA1217
 KA1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ866587(NAD 83)
 KA1217_MARKER: DB = BENCH MARK DISK
 KA1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1217_STAMPING: D 82 1946
 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 = OCTOBER  6, 2006
 KA0359 ***********************************************************************
 KA0359  DESIGNATION -  D 83
 KA0359  PID         -  KA0359
 KA0359  STATE/COUNTY-  IN/GREENE
 KA0359  USGS QUAD   -  BLOOMFIELD (1980)
 KA0359
 KA0359                         *CURRENT SURVEY CONTROL
 KA0359  ___________________________________________________________________
 KA0359* NAD 83(1986)-  39 06 11.     (N)    086 59 23.     (W)     SCALED    
 KA0359* NAVD 88     -       155.048  (meters)     508.69   (feet)  ADJUSTED  
 KA0359  ___________________________________________________________________
 KA0359  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KA0359  DYNAMIC HT  -         154.955 (meters)     508.38  (feet)  COMP
 KA0359  MODELED GRAV-     980,025.8   (mgal)                       NAVD 88
 KA0359
 KA0359  VERT ORDER  -  FIRST     CLASS II
 KA0359
 KA0359.The horizontal coordinates were scaled from a topographic map and have
 KA0359.an estimated accuracy of +/- 6 seconds.
 KA0359
 KA0359.The orthometric height was determined by differential leveling
 KA0359.and adjusted by the National Geodetic Survey in June 1991..
 KA0359
 KA0359.The geoid height was determined by GEOID03.
 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     -   427,940.      908,100.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0359.See file dsdata.txt to determine how the superseded data were derived.
 KA0359
 KA0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ008282(NAD 83)
 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 = OCTOBER  6, 2006
 KA0532 ***********************************************************************
 KA0532  DESIGNATION -  D 84
 KA0532  PID         -  KA0532
 KA0532  STATE/COUNTY-  IN/OWEN
 KA0532  USGS QUAD   -  CATARACT (1986)
 KA0532
 KA0532                         *CURRENT SURVEY CONTROL
 KA0532  ___________________________________________________________________
 KA0532* NAD 83(1986)-  39 26 32.     (N)    086 48 10.     (W)     SCALED    
 KA0532* NAVD 88     -       237.886  (meters)     780.46   (feet)  ADJUSTED  
 KA0532  ___________________________________________________________________
 KA0532  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KA0532  DYNAMIC HT  -         237.748 (meters)     780.01  (feet)  COMP
 KA0532  MODELED GRAV-     980,042.1   (mgal)                       NAVD 88
 KA0532
 KA0532  VERT ORDER  -  SECOND    CLASS 0
 KA0532
 KA0532.The horizontal coordinates were scaled from a topographic map and have
 KA0532.an estimated accuracy of +/- 6 seconds.
 KA0532
 KA0532.The orthometric height was determined by differential leveling
 KA0532.and adjusted by the National Geodetic Survey in June 1991..
 KA0532
 KA0532.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0532.See file dsdata.txt to determine how the superseded data were derived.
 KA0532
 KA0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ169658(NAD 83)
 KA0532_MARKER: DB = BENCH MARK DISK
 KA0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0532_STAMPING: D 84 1946
 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 = OCTOBER  6, 2006
 KA0345 ***********************************************************************
 KA0345  DESIGNATION -  D 85
 KA0345  PID         -  KA0345
 KA0345  STATE/COUNTY-  IN/GREENE
 KA0345  USGS QUAD   -  BLOOMFIELD (1980)
 KA0345
 KA0345                         *CURRENT SURVEY CONTROL
 KA0345  ___________________________________________________________________
 KA0345* NAD 83(1986)-  39 02 01.     (N)    086 59 14.     (W)     SCALED    
 KA0345* NAVD 88     -       152.541  (meters)     500.46   (feet)  ADJUSTED  
 KA0345  ___________________________________________________________________
 KA0345  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KA0345  DYNAMIC HT  -         152.448 (meters)     500.16  (feet)  COMP
 KA0345  MODELED GRAV-     980,016.7   (mgal)                       NAVD 88
 KA0345
 KA0345  VERT ORDER  -  FIRST     CLASS II
 KA0345
 KA0345.The horizontal coordinates were scaled from a topographic map and have
 KA0345.an estimated accuracy of +/- 6 seconds.
 KA0345
 KA0345.The orthometric height was determined by differential leveling
 KA0345.and adjusted by the National Geodetic Survey in June 1991..
 KA0345
 KA0345.The geoid height was determined by GEOID03.
 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     -   420,230.      908,320.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0345.See file dsdata.txt to determine how the superseded data were derived.
 KA0345
 KA0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ011205(NAD 83)
 KA0345_MARKER: DB = BENCH MARK DISK
 KA0345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0345_SP_SET: BRIDGE
 KA0345_STAMPING: D 85 1946
 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 = OCTOBER  6, 2006
 KA0784 ***********************************************************************
 KA0784  DESIGNATION -  D 86
 KA0784  PID         -  KA0784
 KA0784  STATE/COUNTY-  IN/HENDRICKS
 KA0784  USGS QUAD   -  DANVILLE (1970)
 KA0784
 KA0784                         *CURRENT SURVEY CONTROL
 KA0784  ___________________________________________________________________
 KA0784* NAD 83(1986)-  39 49 14.     (N)    086 32 35.     (W)     SCALED    
 KA0784* NAVD 88     -       282.834  (meters)     927.93   (feet)  ADJUSTED  
 KA0784  ___________________________________________________________________
 KA0784  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KA0784  DYNAMIC HT  -         282.679 (meters)     927.42  (feet)  COMP
 KA0784  MODELED GRAV-     980,070.9   (mgal)                       NAVD 88
 KA0784
 KA0784  VERT ORDER  -  SECOND    CLASS 0
 KA0784
 KA0784.The horizontal coordinates were scaled from a topographic map and have
 KA0784.an estimated accuracy of +/- 6 seconds.
 KA0784
 KA0784.The orthometric height was determined by differential leveling
 KA0784.and adjusted by the National Geodetic Survey in June 1991..
 KA0784
 KA0784.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 KA0784;SPC IN W     -   507,730.      946,260.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0784.See file dsdata.txt to determine how the superseded data were derived.
 KA0784
 KA0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK391079(NAD 83)
 KA0784_MARKER: DB = BENCH MARK DISK
 KA0784_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0784_SP_SET: BRIDGE
 KA0784_STAMPING: D 86 1946
 KA0784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0784
 KA0784  HISTORY     - Date     Condition        Report By
 KA0784  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0843 ***********************************************************************
 LB0843  DESIGNATION -  D 87
 LB0843  PID         -  LB0843
 LB0843  STATE/COUNTY-  IN/TIPPECANOE
 LB0843  USGS QUAD   -  MULBERRY (1980)
 LB0843
 LB0843                         *CURRENT SURVEY CONTROL
 LB0843  ___________________________________________________________________
 LB0843* NAD 83(1986)-  40 15 56.     (N)    086 43 10.     (W)     SCALED    
 LB0843* NAVD 88     -       246.859  (meters)     809.90   (feet)  ADJUSTED  
 LB0843  ___________________________________________________________________
 LB0843  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 LB0843  DYNAMIC HT  -         246.731 (meters)     809.48  (feet)  COMP
 LB0843  MODELED GRAV-     980,100.5   (mgal)                       NAVD 88
 LB0843
 LB0843  VERT ORDER  -  SECOND    CLASS 0
 LB0843
 LB0843.The horizontal coordinates were scaled from a topographic map and have
 LB0843.an estimated accuracy of +/- 6 seconds.
 LB0843
 LB0843.The orthometric height was determined by differential leveling
 LB0843.and adjusted by the National Geodetic Survey in June 1991..
 LB0843
 LB0843.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0843.See file dsdata.txt to determine how the superseded data were derived.
 LB0843
 LB0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK238572(NAD 83)
 LB0843_MARKER: DB = BENCH MARK DISK
 LB0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0843_STAMPING: D 87 1946
 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 = OCTOBER  6, 2006
 LB0791 ***********************************************************************
 LB0791  DESIGNATION -  D 88
 LB0791  PID         -  LB0791
 LB0791  STATE/COUNTY-  IN/TIPPECANOE
 LB0791  USGS QUAD   -  MULBERRY (1980)
 LB0791
 LB0791                         *CURRENT SURVEY CONTROL
 LB0791  ___________________________________________________________________
 LB0791* NAD 83(1986)-  40 15 30.     (N)    086 44 52.     (W)     SCALED    
 LB0791* NAVD 88     -       245.702  (meters)     806.11   (feet)  ADJUSTED  
 LB0791  ___________________________________________________________________
 LB0791  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 LB0791  DYNAMIC HT  -         245.574 (meters)     805.69  (feet)  COMP
 LB0791  MODELED GRAV-     980,101.2   (mgal)                       NAVD 88
 LB0791
 LB0791  VERT ORDER  -  SECOND    CLASS 0
 LB0791
 LB0791.The horizontal coordinates were scaled from a topographic map and have
 LB0791.an estimated accuracy of +/- 6 seconds.
 LB0791
 LB0791.The orthometric height was determined by differential leveling
 LB0791.and adjusted by the National Geodetic Survey in June 1991..
 LB0791
 LB0791.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0791.See file dsdata.txt to determine how the superseded data were derived.
 LB0791
 LB0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK214564(NAD 83)
 LB0791_MARKER: DB = BENCH MARK DISK
 LB0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0791_STAMPING: D 88 1946
 LB0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0791+STABILITY: SURFACE MOTION
 LB0791
 LB0791  HISTORY     - Date     Condition        Report By
 LB0791  HISTORY     - 1946     MONUMENTED       CGS
 LB0791  HISTORY     - 1966     GOOD             NGS
 LB0791  HISTORY     - 20020520 MARK NOT FOUND   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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0835 ***********************************************************************
 LB0835  DESIGNATION -  D 89
 LB0835  PID         -  LB0835
 LB0835  STATE/COUNTY-  IN/MONTGOMERY
 LB0835  USGS QUAD   -  LINDEN (1986)
 LB0835
 LB0835                         *CURRENT SURVEY CONTROL
 LB0835  ___________________________________________________________________
 LB0835* NAD 83(1986)-  40 08 54.     (N)    086 54 16.     (W)     SCALED    
 LB0835* NAVD 88     -       246.089  (meters)     807.38   (feet)  ADJUSTED  
 LB0835  ___________________________________________________________________
 LB0835  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 LB0835  DYNAMIC HT  -         245.959 (meters)     806.95  (feet)  COMP
 LB0835  MODELED GRAV-     980,092.0   (mgal)                       NAVD 88
 LB0835
 LB0835  VERT ORDER  -  SECOND    CLASS 0
 LB0835
 LB0835.The horizontal coordinates were scaled from a topographic map and have
 LB0835.an estimated accuracy of +/- 6 seconds.
 LB0835
 LB0835.The orthometric height was determined by differential leveling
 LB0835.and adjusted by the National Geodetic Survey in June 1991..
 LB0835
 LB0835.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0835.See file dsdata.txt to determine how the superseded data were derived.
 LB0835
 LB0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK081442(NAD 83)
 LB0835_MARKER: DB = BENCH MARK DISK
 LB0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0835_STAMPING: D 89 1946
 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 = OCTOBER  6, 2006
 MD1362 ***********************************************************************
 MD1362  DESIGNATION -  D 9
 MD1362  PID         -  MD1362
 MD1362  STATE/COUNTY-  IN/ELKHART
 MD1362  USGS QUAD   -  BRISTOL (1994)
 MD1362
 MD1362                         *CURRENT SURVEY CONTROL
 MD1362  ___________________________________________________________________
 MD1362* NAD 83(1986)-  41 44 15.     (N)    085 45 41.     (W)     SCALED    
 MD1362* NAVD 88     -       238.922  (meters)     783.86   (feet)  ADJUSTED  
 MD1362  ___________________________________________________________________
 MD1362  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 MD1362  DYNAMIC HT  -         238.836 (meters)     783.58  (feet)  COMP
 MD1362  MODELED GRAV-     980,253.6   (mgal)                       NAVD 88
 MD1362
 MD1362  VERT ORDER  -  FIRST     CLASS II
 MD1362
 MD1362.The horizontal coordinates were scaled from a topographic map and have
 MD1362.an estimated accuracy of +/- 6 seconds.
 MD1362
 MD1362.The orthometric height was determined by differential leveling
 MD1362.and adjusted by the National Geodetic Survey in June 1991..
 MD1362
 MD1362.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1362.See file dsdata.txt to determine how the superseded data were derived.
 MD1362
 MD1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM030213(NAD 83)
 MD1362_MARKER: DB = BENCH MARK DISK
 MD1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1362+STABILITY: SURFACE MOTION
 MD1362
 MD1362  HISTORY     - Date     Condition        Report By
 MD1362  HISTORY     - UNK      MONUMENTED       CGS
 MD1362  HISTORY     - 1934     MARK NOT FOUND   NGS
 MD1362  HISTORY     - 19930106 MARK NOT FOUND   NGS
 MD1362
 MD1362                          STATION DESCRIPTION
 MD1362
 MD1362'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0075 ***********************************************************************
 LB0075  DESIGNATION -  D 91
 LB0075  PID         -  LB0075
 LB0075  STATE/COUNTY-  IN/CASS
 LB0075  USGS QUAD   -  ONWARD (1994)
 LB0075
 LB0075                         *CURRENT SURVEY CONTROL
 LB0075  ___________________________________________________________________
 LB0075* NAD 83(1986)-  40 38 26.     (N)    086 13 39.     (W)     SCALED    
 LB0075* NAVD 88     -       242.129  (meters)     794.38   (feet)  ADJUSTED  
 LB0075  ___________________________________________________________________
 LB0075  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 LB0075  DYNAMIC HT  -         242.010 (meters)     793.99  (feet)  COMP
 LB0075  MODELED GRAV-     980,125.2   (mgal)                       NAVD 88
 LB0075
 LB0075  VERT ORDER  -  SECOND    CLASS 0
 LB0075
 LB0075.The horizontal coordinates were scaled from a topographic map and have
 LB0075.an estimated accuracy of +/- 6 seconds.
 LB0075
 LB0075.The orthometric height was determined by differential leveling
 LB0075.and adjusted by the National Geodetic Survey in June 1991..
 LB0075
 LB0075.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0075.See file dsdata.txt to determine how the superseded data were derived.
 LB0075
 LB0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK653991(NAD 83)
 LB0075_MARKER: DB = BENCH MARK DISK
 LB0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0075_SP_SET: CULVERT
 LB0075_STAMPING: D 91 1938
 LB0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0075
 LB0075  HISTORY     - Date     Condition        Report By
 LB0075  HISTORY     - 1938     MONUMENTED       CGS
 LB0075  HISTORY     - 1951     GOOD             NGS
 LB0075
 LB0075                          STATION DESCRIPTION
 LB0075
 LB0075'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1880 ***********************************************************************
 HZ1880  CBN         -  This is a Cooperative Base Network Control Station.
 HZ1880  DESIGNATION -  D 92
 HZ1880  PID         -  HZ1880
 HZ1880  STATE/COUNTY-  IN/JACKSON
 HZ1880  USGS QUAD   -  CHESTNUT RIDGE (1983)
 HZ1880
 HZ1880                         *CURRENT SURVEY CONTROL
 HZ1880  ___________________________________________________________________
 HZ1880* NAD 83(1997)-  38 58 15.30354(N)    085 50 04.61714(W)     ADJUSTED  
 HZ1880* NAVD 88     -       178.914  (meters)     586.99   (feet)  ADJUSTED  
 HZ1880  ___________________________________________________________________
 HZ1880  X           -     360,670.213 (meters)                     COMP
 HZ1880  Y           -  -4,952,355.230 (meters)                     COMP
 HZ1880  Z           -   3,989,898.671 (meters)                     COMP
 HZ1880  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 HZ1880  ELLIP HEIGHT-         145.08  (meters)          (04/10/98) GPS OBS
 HZ1880  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ1880  DYNAMIC HT  -         178.802 (meters)     586.62  (feet)  COMP
 HZ1880  MODELED GRAV-     979,996.1   (mgal)                       NAVD 88
 HZ1880
 HZ1880  HORZ ORDER  -  B
 HZ1880  VERT ORDER  -  FIRST     CLASS II
 HZ1880  ELLP ORDER  -  FOURTH    CLASS I
 HZ1880
 HZ1880.The horizontal coordinates were established by GPS observations
 HZ1880.and adjusted by the National Geodetic Survey in April 1998..
 HZ1880
 HZ1880.The orthometric height was determined by differential leveling
 HZ1880.and adjusted by the National Geodetic Survey in June 1991..
 HZ1880
 HZ1880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ1880
 HZ1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1880
 HZ1880.The ellipsoidal height was determined by GPS observations
 HZ1880.and is referenced to NAD 83.
 HZ1880
 HZ1880.The geoid height was determined by GEOID03.
 HZ1880
 HZ1880.The dynamic height is computed by dividing the NAVD 88
 HZ1880.geopotential number by the normal gravity value computed on the
 HZ1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1880.degrees latitude (g = 980.6199 gals.).
 HZ1880
 HZ1880.The modeled gravity was interpolated from observed gravity values.
 HZ1880
 HZ1880;                    North         East     Units Scale Factor Converg.
 HZ1880;SPC IN E     -   413,281.233    85,445.691   MT  0.99996927   -0 06 20.3
 HZ1880;SPC IN E     - 1,355,906.85    280,333.07   sFT  0.99996927   -0 06 20.3
 HZ1880;UTM  16      - 4,314,195.063   600,955.423   MT  0.99972550   +0 43 58.8
 HZ1880
 HZ1880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1880!SPC IN E     -   0.99997724  x   0.99996927  =   0.99994651
 HZ1880!UTM  16      -   0.99997724  x   0.99972550  =   0.99970274
 HZ1880
 HZ1880                          SUPERSEDED SURVEY CONTROL
 HZ1880
 HZ1880  NAD 83(1993)-  38 58 15.30782(N)    085 50 04.62087(W) AD(       ) 3
 HZ1880  NAD 83(1986)-  38 58 15.30810(N)    085 50 04.62200(W) AD(       ) 3
 HZ1880  NAD 27      -  38 58 15.11746(N)    085 50 04.71814(W) AD(       ) 3
 HZ1880  NAVD 88 (04/10/98)  178.91   (m)          587.0    (f) LEVELING    3  
 HZ1880  NGVD 29 (??/??/92)  179.035  (m)          587.38   (f) ADJ UNCH    1 2
 HZ1880
 HZ1880.Superseded values are not recommended for survey control.
 HZ1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1880.See file dsdata.txt to determine how the superseded data were derived.
 HZ1880
 HZ1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0095514195(NAD 83)
 HZ1880_MARKER: DB = BENCH MARK DISK
 HZ1880_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HZ1880_SP_SET: BRIDGE ABUTMENT
 HZ1880_STAMPING: D 92 1938
 HZ1880_MARK LOGO: CGS   
 HZ1880_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ1880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ1880+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1997
 HZ1880
 HZ1880  HISTORY     - Date     Condition        Report By
 HZ1880  HISTORY     - 1938     MONUMENTED       CGS
 HZ1880  HISTORY     - 19880720 GOOD             NGS
 HZ1880  HISTORY     - 19970825 GOOD             SEC
 HZ1880
 HZ1880                          STATION DESCRIPTION
 HZ1880
 HZ1880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 HZ1880'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) WEST OF NORTH VERNON,
 HZ1880'8.0 KM (4.95 MI) NORTHEAST OF SEYMOUR, 0.8 KM (0.50 MI) EAST FROM
 HZ1880'INTERSTATE HIGHWAY 65 AND ON RAILROAD RIGHT-OF-WAY.
 HZ1880'OWNERSHIP--UNABLE TO LOCATE OWNERSHIP FOR THIS STATION.
 HZ1880'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 50 AND 31,
 HZ1880'ABOUT 4.8 KM (3.00 MI) EAST OF SEYMOUR, GO NORTH ON U.S. HIGHWAY 31
 HZ1880'FOR 0.8 KM (0.50 MI) TO A RAILROAD OVERPASS AND THE MARK ON TOP OF
 HZ1880'THE SOUTHEAST CORNER OF OVERPASS.
 HZ1880'THE STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---D 92 1938---,
 HZ1880'SET IN THE SOUTHEAST CORNER OF CONCRETE HEADWALL ABOUT 5 INCHES LOWER
 HZ1880'THAN THE TRACKS.  LOCATED 1.2 M (3.9 FT) SOUTH FROM SOUTH RAIL OF
 HZ1880'TRACKS AND ABOUT 7.6 M (24.9 FT) HIGHER THAN U.S. HIGHWAY 31.
 HZ1880'GPS SURVEY, FAA AIRPORTS, INDIANA.
 HZ1880'DESCRIBED BY D.A. BOWLING.
 HZ1880
 HZ1880                          STATION RECOVERY (1997)
 HZ1880
 HZ1880'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 HZ1880'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1858 ***********************************************************************
 JZ1858  DESIGNATION -  D 93
 JZ1858  PID         -  JZ1858
 JZ1858  STATE/COUNTY-  IN/RIPLEY
 JZ1858  USGS QUAD   -  HOLTON (1993)
 JZ1858
 JZ1858                         *CURRENT SURVEY CONTROL
 JZ1858  ___________________________________________________________________
 JZ1858* NAD 83(1986)-  39 04 01.     (N)    085 26 17.     (W)     SCALED    
 JZ1858* NAVD 88     -       257.666  (meters)     845.36   (feet)  POSTED    
 JZ1858  ___________________________________________________________________
 JZ1858  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ1858  DYNAMIC HT  -         257.500 (meters)     844.81  (feet)  COMP
 JZ1858  MODELED GRAV-     979,973.8   (mgal)                       NAVD 88
 JZ1858
 JZ1858  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JZ1858
 JZ1858.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JZ1858.rate of 0.0 thru 1.0 mm/km.
 JZ1858
 JZ1858.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1858.See file dsdata.txt to determine how the superseded data were derived.
 JZ1858
 JZ1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ351253(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB1698 ***********************************************************************
 LB1698  DESIGNATION -  D 94
 LB1698  PID         -  LB1698
 LB1698  STATE/COUNTY-  IN/TIPPECANOE
 LB1698  USGS QUAD   -  WESTPOINT (1962)
 LB1698
 LB1698                         *CURRENT SURVEY CONTROL
 LB1698  ___________________________________________________________________
 LB1698* NAD 83(1986)-  40 20 19.     (N)    087 03 11.     (W)     SCALED    
 LB1698* NAVD 88     -       195.769  (meters)     642.29   (feet)  ADJUSTED  
 LB1698  ___________________________________________________________________
 LB1698  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 LB1698  DYNAMIC HT  -         195.673 (meters)     641.97  (feet)  COMP
 LB1698  MODELED GRAV-     980,132.6   (mgal)                       NAVD 88
 LB1698
 LB1698  VERT ORDER  -  SECOND    CLASS 0
 LB1698
 LB1698.The horizontal coordinates were scaled from a topographic map and have
 LB1698.an estimated accuracy of +/- 6 seconds.
 LB1698
 LB1698.The orthometric height was determined by differential leveling
 LB1698.and adjusted by the National Geodetic Survey in June 1991..
 LB1698
 LB1698.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1698.See file dsdata.txt to determine how the superseded data were derived.
 LB1698
 LB1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK954653(NAD 83)
 LB1698_MARKER: DB = BENCH MARK DISK
 LB1698_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1698_SP_SET: CULVERT
 LB1698_STAMPING: D 94 1946
 LB1698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1913 ***********************************************************************
 JZ1913  DESIGNATION -  D 94
 JZ1913  PID         -  JZ1913
 JZ1913  STATE/COUNTY-  IN/DEARBORN
 JZ1913  USGS QUAD   -  DILLSBORO (1992)
 JZ1913
 JZ1913                         *CURRENT SURVEY CONTROL
 JZ1913  ___________________________________________________________________
 JZ1913* NAD 83(1986)-  39 05 34.     (N)    085 05 16.     (W)     SCALED    
 JZ1913* NAVD 88     -       262.885  (meters)     862.48   (feet)  POSTED    
 JZ1913  ___________________________________________________________________
 JZ1913  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ1913  DYNAMIC HT  -         262.710 (meters)     861.91  (feet)  COMP
 JZ1913  MODELED GRAV-     979,974.2   (mgal)                       NAVD 88
 JZ1913
 JZ1913  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JZ1913
 JZ1913.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JZ1913.rate of 0.0 thru 1.0 mm/km.
 JZ1913
 JZ1913.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1913.See file dsdata.txt to determine how the superseded data were derived.
 JZ1913
 JZ1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ653288(NAD 83)
 JZ1913_MARKER: DB = BENCH MARK DISK
 JZ1913_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1913_SP_SET: CULVERT
 JZ1913_STAMPING: D 94 1938
 JZ1913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1717 ***********************************************************************
 LB1717  DESIGNATION -  D 95
 LB1717  PID         -  LB1717
 LB1717  STATE/COUNTY-  IN/WARREN
 LB1717  USGS QUAD   -  OTTERBEIN (1986)
 LB1717
 LB1717                         *CURRENT SURVEY CONTROL
 LB1717  ___________________________________________________________________
 LB1717* NAD 83(1986)-  40 24 13.     (N)    087 06 26.     (W)     SCALED    
 LB1717* NAVD 88     -       201.443  (meters)     660.90   (feet)  ADJUSTED  
 LB1717  ___________________________________________________________________
 LB1717  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 LB1717  DYNAMIC HT  -         201.345 (meters)     660.58  (feet)  COMP
 LB1717  MODELED GRAV-     980,130.3   (mgal)                       NAVD 88
 LB1717
 LB1717  VERT ORDER  -  SECOND    CLASS 0
 LB1717
 LB1717.The horizontal coordinates were scaled from a topographic map and have
 LB1717.an estimated accuracy of +/- 6 seconds.
 LB1717
 LB1717.The orthometric height was determined by differential leveling
 LB1717.and adjusted by the National Geodetic Survey in June 1991..
 LB1717
 LB1717.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1717.See file dsdata.txt to determine how the superseded data were derived.
 LB1717
 LB1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK909725(NAD 83)
 LB1717_MARKER: DB = BENCH MARK DISK
 LB1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1717_STAMPING: D 95 1946
 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 = OCTOBER  6, 2006
 LB1685 ***********************************************************************
 LB1685  DESIGNATION -  D 96
 LB1685  PID         -  LB1685
 LB1685  STATE/COUNTY-  IN/MONTGOMERY
 LB1685  USGS QUAD   -  WINGATE (1962)
 LB1685
 LB1685                         *CURRENT SURVEY CONTROL
 LB1685  ___________________________________________________________________
 LB1685* NAD 83(1986)-  40 08 51.     (N)    087 04 05.     (W)     SCALED    
 LB1685* NAVD 88     -       249.613  (meters)     818.94   (feet)  ADJUSTED  
 LB1685  ___________________________________________________________________
 LB1685  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 LB1685  DYNAMIC HT  -         249.483 (meters)     818.51  (feet)  COMP
 LB1685  MODELED GRAV-     980,095.2   (mgal)                       NAVD 88
 LB1685
 LB1685  VERT ORDER  -  SECOND    CLASS 0
 LB1685
 LB1685.The horizontal coordinates were scaled from a topographic map and have
 LB1685.an estimated accuracy of +/- 6 seconds.
 LB1685
 LB1685.The orthometric height was determined by differential leveling
 LB1685.and adjusted by the National Geodetic Survey in June 1991..
 LB1685
 LB1685.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1685.See file dsdata.txt to determine how the superseded data were derived.
 LB1685
 LB1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK942441(NAD 83)
 LB1685_MARKER: DB = BENCH MARK DISK
 LB1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1685_STAMPING: D 96 1946
 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 = OCTOBER  6, 2006
 LB1723 ***********************************************************************
 LB1723  DESIGNATION -  D 97
 LB1723  PID         -  LB1723
 LB1723  STATE/COUNTY-  IN/WARREN
 LB1723  USGS QUAD   -  CHATTERTON (1961)
 LB1723
 LB1723                         *CURRENT SURVEY CONTROL
 LB1723  ___________________________________________________________________
 LB1723* NAD 83(1986)-  40 24 36.     (N)    087 08 08.     (W)     SCALED    
 LB1723* NAVD 88     -       203.470  (meters)     667.55   (feet)  ADJUSTED  
 LB1723  ___________________________________________________________________
 LB1723  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 LB1723  DYNAMIC HT  -         203.369 (meters)     667.22  (feet)  COMP
 LB1723  MODELED GRAV-     980,128.2   (mgal)                       NAVD 88
 LB1723
 LB1723  VERT ORDER  -  SECOND    CLASS 0
 LB1723
 LB1723.The horizontal coordinates were scaled from a topographic map and have
 LB1723.an estimated accuracy of +/- 6 seconds.
 LB1723
 LB1723.The orthometric height was determined by differential leveling
 LB1723.and adjusted by the National Geodetic Survey in June 1991..
 LB1723
 LB1723.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1723.See file dsdata.txt to determine how the superseded data were derived.
 LB1723
 LB1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK884732(NAD 83)
 LB1723_MARKER: DB = BENCH MARK DISK
 LB1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1723_STAMPING: D 97 1946
 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 = OCTOBER  6, 2006
 LB1511 ***********************************************************************
 LB1511  DESIGNATION -  D 98
 LB1511  PID         -  LB1511
 LB1511  STATE/COUNTY-  IN/BENTON
 LB1511  USGS QUAD   -  PINE VILLAGE (1980)
 LB1511
 LB1511                         *CURRENT SURVEY CONTROL
 LB1511  ___________________________________________________________________
 LB1511* NAD 83(1986)-  40 28 47.     (N)    087 15 17.     (W)     SCALED    
 LB1511* NAVD 88     -       217.413  (meters)     713.30   (feet)  ADJUSTED  
 LB1511  ___________________________________________________________________
 LB1511  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 LB1511  DYNAMIC HT  -         217.306 (meters)     712.94  (feet)  COMP
 LB1511  MODELED GRAV-     980,124.7   (mgal)                       NAVD 88
 LB1511
 LB1511  VERT ORDER  -  SECOND    CLASS 0
 LB1511
 LB1511.The horizontal coordinates were scaled from a topographic map and have
 LB1511.an estimated accuracy of +/- 6 seconds.
 LB1511
 LB1511.The orthometric height was determined by differential leveling
 LB1511.and adjusted by the National Geodetic Survey in June 1991..
 LB1511
 LB1511.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1511.See file dsdata.txt to determine how the superseded data were derived.
 LB1511
 LB1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK784810(NAD 83)
 LB1511_MARKER: DB = BENCH MARK DISK
 LB1511_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1511_SP_SET: CULVERT
 LB1511_STAMPING: D 98 1946
 LB1511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA1793 ***********************************************************************
 KA1793  DESIGNATION -  DAGGETT
 KA1793  PID         -  KA1793
 KA1793  STATE/COUNTY-  IN/OWEN
 KA1793  USGS QUAD   -  COAL CITY (1986)
 KA1793
 KA1793                         *CURRENT SURVEY CONTROL
 KA1793  ___________________________________________________________________
 KA1793* NAD 83(1997)-  39 13 09.33140(N)    087 02 22.21280(W)     ADJUSTED  
 KA1793* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 KA1793  ___________________________________________________________________
 KA1793  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 KA1793  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KA1793
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1793
 KA1793.The geoid height was determined by GEOID03.
 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     -   0.99997408  x   0.99996684  =   0.99994093
 KA1793!UTM  16      -   0.99997408  x   0.99960014  =   0.99957423
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1793.See file dsdata.txt to determine how the superseded data were derived.
 KA1793
 KA1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9659041109(NAD 83)
 KA1793_MARKER: DS = TRIANGULATION STATION DISK
 KA1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD1645 ***********************************************************************
 MD1645  DESIGNATION -  DAHM
 MD1645  PID         -  MD1645
 MD1645  STATE/COUNTY-  IN/KOSCIUSKO
 MD1645  USGS QUAD   -  PIERCETON (1994)
 MD1645
 MD1645                         *CURRENT SURVEY CONTROL
 MD1645  ___________________________________________________________________
 MD1645* NAD 83(1997)-  41 14 11.66206(N)    085 40 13.71387(W)     ADJUSTED  
 MD1645* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 MD1645  ___________________________________________________________________
 MD1645  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 MD1645  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 MD1645
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1645
 MD1645.The geoid height was determined by GEOID03.
 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     -   0.99996242  x   0.99996667  =   0.99992910
 MD1645!UTM  16      -   0.99996242  x   0.99975277  =   0.99971520
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1645.See file dsdata.txt to determine how the superseded data were derived.
 MD1645
 MD1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1141665872(NAD 83)
 MD1645_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1854 ***********************************************************************
 JA1854  DESIGNATION -  DALE
 JA1854  PID         -  JA1854
 JA1854  STATE/COUNTY-  IN/DUBOIS
 JA1854  USGS QUAD   -  DALE (1980)
 JA1854
 JA1854                         *CURRENT SURVEY CONTROL
 JA1854  ___________________________________________________________________
 JA1854* NAD 83(1997)-  38 13 02.99377(N)    086 59 02.34447(W)     ADJUSTED  
 JA1854* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 JA1854  ___________________________________________________________________
 JA1854  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 JA1854  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 JA1854
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1854
 JA1854.The geoid height was determined by GEOID03.
 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     -   0.99997711  x   0.99996760  =   0.99994471
 JA1854!UTM  16      -   0.99997711  x   0.99960002  =   0.99957714
 JA1854
 JA1854:                Primary Azimuth Mark                     Grid Az
 JA1854:SPC IN W     -  HUNTINGBURG ST MARYS CATH CH             019 08 00.2
 JA1854:UTM  16      -  HUNTINGBURG ST MARYS CATH CH             019 11 05.8
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1854.See file dsdata.txt to determine how the superseded data were derived.
 JA1854
 JA1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0140229947(NAD 83)
 JA1854_MARKER: DS = TRIANGULATION STATION DISK
 JA1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1854'FEET EAST OF THE EAST SIDE OF A BARN AND 65 FEET SOUTH
 JA1854'OF THE SOUTHWEST CORNER OF A
 JA1854'LARGE SHED.  THE MARK IS FLUSH WITH THE
 JA1854'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
 JA1854'CORNER OF A SMALL SHED AND ABOUT 100 FEET SOUTH OF AN
 JA1854'UNTENANTED FARMHOUSE.  THE MARK
 JA1854'PROJECTS 6 INCHES AND THE DISK IS
 JA1854'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
 JA1854'OF THE BARN AND 36 FEET SOUTH OF THE SOUTHEAST FENCE
 JA1854'CORNER OF THE BARNYARD.  THE MARK
 JA1854'PROJECTS 6 INCHES AND THE DISK IS
 JA1854'STAMPED DALE NO 2 1946.
 JA1854'
 JA1854'THE AZIMUTH MARK IS EAST OF THE STATION, 31 FEET EAST OF THE
 JA1854'CENTERLINE OF STATE
 JA1854'HIGHWAY 45, 3 FEET SOUTHEAST OF A WHITE WITNESS POST AND 2 FEET
 JA1854'SOUTHEAST OF A FENCE
 JA1854'CORNER.  THE MARK PROJECTS 8 INCHES AND THE DISK
 JA1854'IS STAMPED DALE 1946.
 JA1854'
 JA1854'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 45, 68 AND 62 IN DALE,
 JA1854'GO NORTH ON STATE HIGHWAY 45
 JA1854'FOR 3.65 MILES TO A CROSSROADS, TURN LEFT, LEAVING
 JA1854'THE HIGHWAY, AND GO 0.8 MILE TO THE
 JA1854'STATION AND THE BARN ON THE LEFT.
 JA1854'
 JA1854'FROM THE CROSSROADS, GO NORTH ON STATE HIGHWAY 45 FOR 0.05 MILE TO
 JA1854'THE AZIMUTH MARK ON THE
 JA1854'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
 JA1854'ON 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
 JA1854'109 YARDS N OF SAME), THENCE DUE W FOR 0.8 MILE ON SECONDARY AND
 JA1854'FARM ROADS TO TOP OF HILL AND STATION, 169-1/2 FEET SW OF SW
 JA1854'CORNER OF CONCRETE BLOCK FOUNDATION OF FRAME DWELLING, 65 FEET S
 JA1854'OF SW CORNER OF A SHED, AND 10 FEET E OF E SIDE OF A BARN, STANDARD
 JA1854'DISKS STAMPED DALE 1946 WITH THE TOP MARK ABOUT 0.3
 JA1854'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
 JA1854'FEET SW OF SAID HOUSE CORNER, 35 FEET W OF PROJECTED PLANE OF W
 JA1854'WALL OF HOUSE, AND AT SW CORNER OF A 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)
 JA1854'S OF THE STATION, 74 FEET S OF SE CORNER
 JA1854'OF BARN, AND 4 FEET E OF PROJECTED PLANE OF E WALL OF SAME.
 JA1854'
 JA1854'AZIMUTH STAMPED DALE 1946 RESET 1960, PROJECTS 0.4 FOOT, IS 0.8 MILE
 JA1854'W OF THE STATION, ABOUT 109
 JA1854'YARDS N OF E-W ROAD, ABOUT 35 YARDS N OF CREST OF RIDGE, 38 FEET E OF
 JA1854'CENTER LINE OF HIGHWAY, A FOOT S OF A FENCE, AND 1.9 FEET N OF A
 JA1854'STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1853 ***********************************************************************
 JA1853  DESIGNATION -  DALE MUNICIPAL TANK
 JA1853  PID         -  JA1853
 JA1853  STATE/COUNTY-  IN/SPENCER
 JA1853  USGS QUAD   -  DALE (1980)
 JA1853
 JA1853                         *CURRENT SURVEY CONTROL
 JA1853  ___________________________________________________________________
 JA1853* NAD 83(1997)-  38 10 00.22673(N)    086 59 20.70869(W)     ADJUSTED  
 JA1853* NAVD 88     -                                                        
 JA1853  ___________________________________________________________________
 JA1853  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 JA1853  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 JA1853
 JA1853  HORZ ORDER  -  THIRD
 JA1853
 JA1853.The horizontal coordinates were established by classical geodetic methods
 JA1853.and adjusted by the National Geodetic Survey in May 1999..
 JA1853
 JA1853
 JA1853.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1853
 JA1853.The geoid height was determined by GEOID03.
 JA1853
 JA1853;                    North         East     Units Scale Factor Converg.
 JA1853;SPC IN W     -   324,004.274   908,258.946   MT  0.99996751   +0 03 29.7
 JA1853;SPC IN W     - 1,063,004.02  2,979,846.23   sFT  0.99996751   +0 03 29.7
 JA1853;UTM  16      - 4,224,314.340   500,956.069   MT  0.99960001   +0 00 24.3
 JA1853
 JA1853                          SUPERSEDED SURVEY CONTROL
 JA1853
 JA1853  NAD 83(1993)-  38 10 00.22900(N)    086 59 20.71057(W) AD(       ) 4
 JA1853  NAD 83(1986)-  38 10 00.23442(N)    086 59 20.71156(W) AD(       ) 4
 JA1853  NAD 27      -  38 10 00.03100(N)    086 59 20.71700(W) AD(       ) 3
 JA1853
 JA1853.Superseded values are not recommended for survey control.
 JA1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1853.See file dsdata.txt to determine how the superseded data were derived.
 JA1853
 JA1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0095624314(NAD 83)
 JA1853_MARKER: 53 = ELEVATED TANK
 JA1853
 JA1853  HISTORY     - Date     Condition        Report By
 JA1853  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1853
 JA1853                          STATION DESCRIPTION
 JA1853
 JA1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1853'THE STATION IS THE SMALL BALL AT THE TOP OF THE WATER TANK.  THE TANK
 JA1853'IS LOCATED IN THE
 JA1853'SOUTH EDGE OF DALE, ABOUT 100 YARDS EAST OF STATE
 JA1853'HIGHWAY 45.  THE TANK IS OF FOUR
 JA1853'LEG STEEL TRUSS CONSTRUCTION WITH
 JA1853'BLACK LEGS AND A SILVER COLORED BOWL BEARING THE
 JA1853'LETTERING DALE.  THE
 JA1853'TANK IS ABOUT 100 FEET HIGH AND WAS BUILT ABOUT 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1851 ***********************************************************************
 JA1851  DESIGNATION -  DALE ST HENRY CATH CH SPIRE
 JA1851  PID         -  JA1851
 JA1851  STATE/COUNTY-  IN/DUBOIS
 JA1851  USGS QUAD   -  DALE (1980)
 JA1851
 JA1851                         *CURRENT SURVEY CONTROL
 JA1851  ___________________________________________________________________
 JA1851* NAD 83(1997)-  38 13 04.98448(N)    086 55 44.57238(W)     ADJUSTED  
 JA1851* NAVD 88     -                                                        
 JA1851  ___________________________________________________________________
 JA1851  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 JA1851  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 JA1851
 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
 JA1851.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1851
 JA1851.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1851
 JA1851  NAD 83(1993)-  38 13 04.98780(N)    086 55 44.57381(W) AD(       ) 4
 JA1851  NAD 83(1986)-  38 13 04.99215(N)    086 55 44.57529(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1851.See file dsdata.txt to determine how the superseded data were derived.
 JA1851
 JA1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0621130011(NAD 83)
 JA1851_MARKER: 90 = CHURCH SPIRE
 JA1851
 JA1851  HISTORY     - Date     Condition        Report By
 JA1851  HISTORY     - 1946     FIRST OBSERVED   CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1852 ***********************************************************************
 JA1852  DESIGNATION -  DALE ST JOSEPHS CATH CH SPIRE
 JA1852  PID         -  JA1852
 JA1852  STATE/COUNTY-  IN/SPENCER
 JA1852  USGS QUAD   -  DALE (1980)
 JA1852
 JA1852                         *CURRENT SURVEY CONTROL
 JA1852  ___________________________________________________________________
 JA1852* NAD 83(1997)-  38 09 54.05711(N)    086 59 16.54543(W)     ADJUSTED  
 JA1852* NAVD 88     -                                                        
 JA1852  ___________________________________________________________________
 JA1852  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 JA1852  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 JA1852
 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
 JA1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1852
 JA1852.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1852
 JA1852  NAD 83(1993)-  38 09 54.05948(N)    086 59 16.54736(W) AD(       ) 4
 JA1852  NAD 83(1986)-  38 09 54.06480(N)    086 59 16.54838(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1852.See file dsdata.txt to determine how the superseded data were derived.
 JA1852
 JA1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0105724124(NAD 83)
 JA1852_MARKER: 90 = CHURCH SPIRE
 JA1852
 JA1852  HISTORY     - Date     Condition        Report By
 JA1852  HISTORY     - 1946     FIRST OBSERVED   CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1503 ***********************************************************************
 MD1503  DESIGNATION -  DALLAS RESET
 MD1503  PID         -  MD1503
 MD1503  STATE/COUNTY-  IN/LAGRANGE
 MD1503  USGS QUAD   -  OLIVER LAKE (1992)
 MD1503
 MD1503                         *CURRENT SURVEY CONTROL
 MD1503  ___________________________________________________________________
 MD1503* NAD 83(1997)-  41 32 22.67583(N)    085 25 53.97109(W)     ADJUSTED  
 MD1503* NAVD 88     -       285.     (meters)     935.     (feet)  SCALED    
 MD1503  ___________________________________________________________________
 MD1503  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 MD1503  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 MD1503
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1503
 MD1503.The geoid height was determined by GEOID03.
 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  =   0.99993193
 MD1503!UTM  16      -   0.99996053  x   0.99981061  =   0.99977114
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1503.See file dsdata.txt to determine how the superseded data were derived.
 MD1503
 MD1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3082099852(NAD 83)
 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 = OCTOBER  6, 2006
 LB2358 ***********************************************************************
 LB2358  DESIGNATION -  DANES RESET
 LB2358  PID         -  LB2358
 LB2358  STATE/COUNTY-  IN/CASS
 LB2358  USGS QUAD   -  TWELVE MILE (1991)
 LB2358
 LB2358                         *CURRENT SURVEY CONTROL
 LB2358  ___________________________________________________________________
 LB2358* NAD 83(1997)-  40 45 51.61699(N)    086 14 00.13925(W)     ADJUSTED  
 LB2358* NAVD 88     -       214.7    (meters)     704.     (feet)  VERTCON   
 LB2358  ___________________________________________________________________
 LB2358  X           -     317,811.949 (meters)                     COMP
 LB2358  Y           -  -4,827,406.325 (meters)                     COMP
 LB2358  Z           -   4,142,754.595 (meters)                     COMP
 LB2358  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 LB2358  ELLIP HEIGHT-         180.54  (meters)          (05/25/99) GPS OBS
 LB2358  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 LB2358
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2358
 LB2358.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2358
 LB2358.The ellipsoidal height was determined by GPS observations
 LB2358.and is referenced to NAD 83.
 LB2358
 LB2358.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          705.     (f) GPS OBS        
 LB2358
 LB2358.Superseded values are not recommended for survey control.
 LB2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2358.See file dsdata.txt to determine how the superseded data were derived.
 LB2358
 LB2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6470412880(NAD 83)
 LB2358_MARKER: DS = TRIANGULATION STATION DISK
 LB2358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2358_SP_SET: CONCRETE POST
 LB2358_STAMPING: DANES 1948 1976
 LB2358_MARK LOGO: NGS   
 LB2358_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  6, 2006
 HZ2025 ***********************************************************************
 HZ2025  DESIGNATION -  DANNER
 HZ2025  PID         -  HZ2025
 HZ2025  STATE/COUNTY-  IN/JEFFERSON
 HZ2025  USGS QUAD   -  MADISON EAST (1994)
 HZ2025
 HZ2025                         *CURRENT SURVEY CONTROL
 HZ2025  ___________________________________________________________________
 HZ2025* NAD 83(1997)-  38 44 49.45981(N)    085 17 09.93872(W)     ADJUSTED  
 HZ2025* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 HZ2025  ___________________________________________________________________
 HZ2025  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 HZ2025  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 HZ2025
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2025
 HZ2025.The geoid height was determined by GEOID03.
 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     -   0.99996298  x   0.99998014  =   0.99994312
 HZ2025!SPC KY1Z     -   0.99996298  x   1.00002037  =   0.99998335
 HZ2025!SPC KY N     -   0.99996298  x   0.99997397  =   0.99993695
 HZ2025!UTM  16      -   0.99996298  x   0.99987318  =   0.99983616
 HZ2025
 HZ2025:                Primary Azimuth Mark                     Grid Az
 HZ2025:SPC IN E     -  DANNER AZ MK                             005 20 33.9
 HZ2025:SPC KY1Z     -  DANNER AZ MK                             005 17 46.0
 HZ2025:SPC KY N     -  DANNER AZ MK                             006 13 31.7
 HZ2025:UTM  16      -  DANNER AZ MK                             004 30 29.0
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2025.See file dsdata.txt to determine how the superseded data were derived.
 HZ2025
 HZ2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4894290104(NAD 83)
 HZ2025_MARKER: DS = TRIANGULATION STATION DISK
 HZ2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2025_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 = OCTOBER  6, 2006
 KA1999 ***********************************************************************
 KA1999  DESIGNATION -  DANVILLE MUNICIPAL STANDPIPE
 KA1999  PID         -  KA1999
 KA1999  STATE/COUNTY-  IN/HENDRICKS
 KA1999  USGS QUAD   -  DANVILLE (1970)
 KA1999
 KA1999                         *CURRENT SURVEY CONTROL
 KA1999  ___________________________________________________________________
 KA1999* NAD 83(1997)-  39 45 40.83022(N)    086 31 36.89213(W)     ADJUSTED  
 KA1999* NAVD 88     -                                                        
 KA1999  ___________________________________________________________________
 KA1999  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 KA1999  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KA1999
 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
 KA1999.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1999
 KA1999.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1999
 KA1999  NAD 83(1986)-  39 45 40.83003(N)    086 31 36.88943(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1999.See file dsdata.txt to determine how the superseded data were derived.
 KA1999
 KA1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK4052301376(NAD 83)
 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 = OCTOBER  6, 2006
 JA0943 ***********************************************************************
 JA0943  DESIGNATION -  DAV 1
 JA0943  PID         -  JA0943
 JA0943  STATE/COUNTY-  IN/DAVIESS
 JA0943  USGS QUAD   -  SANDY HOOK (1980)
 JA0943
 JA0943                         *CURRENT SURVEY CONTROL
 JA0943  ___________________________________________________________________
 JA0943* NAD 83(1986)-  38 33 13.     (N)    087 13 07.     (W)     SCALED    
 JA0943* NAVD 88     -       134.005  (meters)     439.65   (feet)  POSTED    
 JA0943  ___________________________________________________________________
 JA0943  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JA0943  DYNAMIC HT  -         133.920 (meters)     439.37  (feet)  COMP
 JA0943  MODELED GRAV-     979,979.6   (mgal)                       NAVD 88
 JA0943
 JA0943  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 JA0943
 JA0943.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 JA0943.rate greater than 8.0 mm/km.
 JA0943
 JA0943.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0943.See file dsdata.txt to determine how the superseded data were derived.
 JA0943
 JA0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH809672(NAD 83)
 JA0943_MARKER: DD = SURVEY DISK
 JA0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0943_STAMPING: DAV 1 1959
 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             NGS
 JA0943  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0943
 JA0943                          STATION DESCRIPTION
 JA0943
 JA0943'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0852 ***********************************************************************
 JA0852  DESIGNATION -  DAV 13
 JA0852  PID         -  JA0852
 JA0852  STATE/COUNTY-  IN/DAVIESS
 JA0852  USGS QUAD   -  WASHINGTON (1980)
 JA0852
 JA0852                         *CURRENT SURVEY CONTROL
 JA0852  ___________________________________________________________________
 JA0852* NAD 83(1986)-  38 39 37.     (N)    087 13 57.     (W)     SCALED    
 JA0852* NAVD 88     -       135.812  (meters)     445.58   (feet)  POSTED    
 JA0852  ___________________________________________________________________
 JA0852  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 JA0852  DYNAMIC HT  -         135.730 (meters)     445.31  (feet)  COMP
 JA0852  MODELED GRAV-     979,992.0   (mgal)                       NAVD 88
 JA0852
 JA0852  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JA0852
 JA0852.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JA0852.rate of 2.1 thru 3.0 mm/km.
 JA0852
 JA0852.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0852.See file dsdata.txt to determine how the superseded data were derived.
 JA0852
 JA0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH797791(NAD 83)
 JA0852_MARKER: DD = SURVEY DISK
 JA0852_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0852_SP_SET: TRESTLE
 JA0852_STAMPING: DAV 13 1959
 JA0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0852
 JA0852  HISTORY     - Date     Condition        Report By
 JA0852  HISTORY     - 1959     MONUMENTED       INFCC
 JA0852  HISTORY     - 1965     GOOD             NGS
 JA0852  HISTORY     - 1986     MARK NOT FOUND   NGS
 JA0852
 JA0852                          STATION DESCRIPTION
 JA0852
 JA0852'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0945 ***********************************************************************
 JA0945  DESIGNATION -  DAV 2
 JA0945  PID         -  JA0945
 JA0945  STATE/COUNTY-  IN/DAVIESS
 JA0945  USGS QUAD   -  SANDY HOOK (1980)
 JA0945
 JA0945                         *CURRENT SURVEY CONTROL
 JA0945  ___________________________________________________________________
 JA0945* NAD 83(1986)-  38 34 04.     (N)    087 13 11.     (W)     SCALED    
 JA0945* NAVD 88     -       135.450  (meters)     444.39   (feet)  POSTED    
 JA0945  ___________________________________________________________________
 JA0945  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JA0945  DYNAMIC HT  -         135.360 (meters)     444.09  (feet)  COMP
 JA0945  MODELED GRAV-     979,981.2   (mgal)                       NAVD 88
 JA0945
 JA0945  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 JA0945
 JA0945.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 JA0945.rate greater than 8.0 mm/km.
 JA0945
 JA0945.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0945.See file dsdata.txt to determine how the superseded data were derived.
 JA0945
 JA0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH808688(NAD 83)
 JA0945_MARKER: DD = SURVEY DISK
 JA0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0945_STAMPING: DAV 2 1959
 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             NGS
 JA0945  HISTORY     - 1986     MARK NOT FOUND   NGS
 JA0945
 JA0945                          STATION DESCRIPTION
 JA0945
 JA0945'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0965 ***********************************************************************
 JA0965  DESIGNATION -  DAV 3
 JA0965  PID         -  JA0965
 JA0965  STATE/COUNTY-  IN/DAVIESS
 JA0965  USGS QUAD   -  SANDY HOOK (1980)
 JA0965
 JA0965                         *CURRENT SURVEY CONTROL
 JA0965  ___________________________________________________________________
 JA0965* NAD 83(1986)-  38 36 46.     (N)    087 13 54.     (W)     SCALED    
 JA0965* NAVD 88     -       135.758  (meters)     445.40   (feet)  ADJUSTED  
 JA0965  ___________________________________________________________________
 JA0965  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JA0965  DYNAMIC HT  -         135.671 (meters)     445.11  (feet)  COMP
 JA0965  MODELED GRAV-     979,986.9   (mgal)                       NAVD 88
 JA0965
 JA0965  VERT ORDER  -  FIRST     CLASS II
 JA0965
 JA0965.The horizontal coordinates were scaled from a topographic map and have
 JA0965.an estimated accuracy of +/- 6 seconds.
 JA0965
 JA0965.The orthometric height was determined by differential leveling
 JA0965.and adjusted by the National Geodetic Survey in June 1991..
 JA0965
 JA0965.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0965.See file dsdata.txt to determine how the superseded data were derived.
 JA0965
 JA0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH798738(NAD 83)
 JA0965_MARKER: DB = BENCH MARK DISK
 JA0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0965_STAMPING: DAV 3 1959
 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             NGS
 JA0965  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0965
 JA0965                          STATION DESCRIPTION
 JA0965
 JA0965'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0975 ***********************************************************************
 JA0975  DESIGNATION -  DAV 4
 JA0975  PID         -  JA0975
 JA0975  STATE/COUNTY-  IN/DAVIESS
 JA0975  USGS QUAD   -  WASHINGTON (1980)
 JA0975
 JA0975                         *CURRENT SURVEY CONTROL
 JA0975  ___________________________________________________________________
 JA0975* NAD 83(1986)-  38 38 50.     (N)    087 14 15.     (W)     SCALED    
 JA0975* NAVD 88     -       137.184  (meters)     450.08   (feet)  ADJUSTED  
 JA0975  ___________________________________________________________________
 JA0975  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 JA0975  DYNAMIC HT  -         137.097 (meters)     449.79  (feet)  COMP
 JA0975  MODELED GRAV-     979,990.6   (mgal)                       NAVD 88
 JA0975
 JA0975  VERT ORDER  -  FIRST     CLASS II
 JA0975
 JA0975.The horizontal coordinates were scaled from a topographic map and have
 JA0975.an estimated accuracy of +/- 6 seconds.
 JA0975
 JA0975.The orthometric height was determined by differential leveling
 JA0975.and adjusted by the National Geodetic Survey in June 1991..
 JA0975
 JA0975.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0975.See file dsdata.txt to determine how the superseded data were derived.
 JA0975
 JA0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH793776(NAD 83)
 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             NGS
 JA0975  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0975  HISTORY     - 1986     GOOD             NGS
 JA0975
 JA0975                          STATION DESCRIPTION
 JA0975
 JA0975'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0849 ***********************************************************************
 JA0849  DESIGNATION -  DAV 5
 JA0849  PID         -  JA0849
 JA0849  STATE/COUNTY-  IN/DAVIESS
 JA0849  USGS QUAD   -  WASHINGTON (1980)
 JA0849
 JA0849                         *CURRENT SURVEY CONTROL
 JA0849  ___________________________________________________________________
 JA0849* NAD 83(1986)-  38 39 35.     (N)    087 13 24.     (W)     SCALED    
 JA0849* NAVD 88     -       135.089  (meters)     443.20   (feet)  POSTED    
 JA0849  ___________________________________________________________________
 JA0849  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 JA0849  DYNAMIC HT  -         135.000 (meters)     442.91  (feet)  COMP
 JA0849  MODELED GRAV-     979,991.8   (mgal)                       NAVD 88
 JA0849
 JA0849  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JA0849
 JA0849.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JA0849.rate of 4.1 thru 8.0 mm/km.
 JA0849
 JA0849.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0849.See file dsdata.txt to determine how the superseded data were derived.
 JA0849
 JA0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH805790(NAD 83)
 JA0849_MARKER: DB = BENCH MARK DISK
 JA0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0849_STAMPING: DAV 5 1959
 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             NGS
 JA0849  HISTORY     - 1986     MARK NOT FOUND   NGS
 JA0849
 JA0849                          STATION DESCRIPTION
 JA0849
 JA0849'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0956 ***********************************************************************
 JA0956  DESIGNATION -  DAV 9
 JA0956  PID         -  JA0956
 JA0956  STATE/COUNTY-  IN/DAVIESS
 JA0956  USGS QUAD   -  SANDY HOOK (1980)
 JA0956
 JA0956                         *CURRENT SURVEY CONTROL
 JA0956  ___________________________________________________________________
 JA0956* NAD 83(1986)-  38 35 38.     (N)    087 14 42.     (W)     SCALED    
 JA0956* NAVD 88     -       134.989  (meters)     442.88   (feet)  ADJUSTED  
 JA0956  ___________________________________________________________________
 JA0956  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JA0956  DYNAMIC HT  -         134.902 (meters)     442.59  (feet)  COMP
 JA0956  MODELED GRAV-     979,984.7   (mgal)                       NAVD 88
 JA0956
 JA0956  VERT ORDER  -  FIRST     CLASS II
 JA0956
 JA0956.The horizontal coordinates were scaled from a topographic map and have
 JA0956.an estimated accuracy of +/- 6 seconds.
 JA0956
 JA0956.The orthometric height was determined by differential leveling
 JA0956.and adjusted by the National Geodetic Survey in June 1991..
 JA0956
 JA0956.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0956.See file dsdata.txt to determine how the superseded data were derived.
 JA0956
 JA0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH786717(NAD 83)
 JA0956_MARKER: DD = SURVEY DISK
 JA0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0956_STAMPING: DAV 9 1959
 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             NGS
 JA0956  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0956
 JA0956                          STATION DESCRIPTION
 JA0956
 JA0956'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ3380 ***********************************************************************
 JZ3380  DESIGNATION -  DAVIESS
 JZ3380  PID         -  JZ3380
 JZ3380  STATE/COUNTY-  IN/JOHNSON
 JZ3380  USGS QUAD   -  MARIETTA (1993)
 JZ3380
 JZ3380                         *CURRENT SURVEY CONTROL
 JZ3380  ___________________________________________________________________
 JZ3380* NAD 83(1997)-  39 23 02.08883(N)    085 58 40.14335(W)     ADJUSTED  
 JZ3380* NAVD 88     -       210.52   (+/-2cm)     690.7    (feet)  VERTCON   
 JZ3380  ___________________________________________________________________
 JZ3380  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 JZ3380  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 JZ3380
 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ3380
 JZ3380.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3380
 JZ3380.The geoid height was determined by GEOID03.
 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     -   0.99997223  x   0.99997551  =   0.99994774
 JZ3380!UTM  16      -   0.99997223  x   0.99969542  =   0.99966766
 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  NGVD 29 (07/19/86)  210.64   (m)          691.1    (f) LEVELING    3  
 JZ3380
 JZ3380.Superseded values are not recommended for survey control.
 JZ3380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3380.See file dsdata.txt to determine how the superseded data were derived.
 JZ3380
 JZ3380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8803359880(NAD 83)
 JZ3380_MARKER: DS = TRIANGULATION STATION DISK
 JZ3380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1630 ***********************************************************************
 JA1630  FBN         -  This is a Federal Base Network Control Station.
 JA1630  PACS        -  This is a Primary Airport Control Station.
 JA1630  DESIGNATION -  DAVIESS
 JA1630  PID         -  JA1630
 JA1630  STATE/COUNTY-  IN/DAVIESS
 JA1630  USGS QUAD   -  WASHINGTON (1980)
 JA1630
 JA1630                         *CURRENT SURVEY CONTROL
 JA1630  ___________________________________________________________________
 JA1630* NAD 83(1997)-  38 41 43.34256(N)    087 07 48.19191(W)     ADJUSTED  
 JA1630* NAVD 88     -       142.662  (meters)     468.05   (feet)  ADJUSTED  
 JA1630  ___________________________________________________________________
 JA1630  X           -     249,575.590 (meters)                     COMP
 JA1630  Y           -  -4,978,373.541 (meters)                     COMP
 JA1630  Z           -   3,966,048.452 (meters)                     COMP
 JA1630  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 JA1630  ELLIP HEIGHT-         110.31  (meters)          (04/10/98) GPS OBS
 JA1630  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 JA1630  DYNAMIC HT  -         142.572 (meters)     467.75  (feet)  COMP
 JA1630  MODELED GRAV-     979,994.2   (mgal)                       NAVD 88
 JA1630
 JA1630  HORZ ORDER  -  B
 JA1630  VERT ORDER  -  FIRST     CLASS II
 JA1630  ELLP ORDER  -  FOURTH    CLASS I
 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 April 1998..
 JA1630
 JA1630.The orthometric height was determined by differential leveling
 JA1630.and adjusted by the National Geodetic Survey in June 1991..
 JA1630
 JA1630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA1630
 JA1630.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1630
 JA1630.The ellipsoidal height was determined by GPS observations
 JA1630.and is referenced to NAD 83.
 JA1630
 JA1630.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JA1630;SPC IN W     -   382,681.020   895,935.655   MT  0.99996687   -0 01 45.2
 JA1630;SPC IN W     - 1,255,512.65  2,939,415.56   sFT  0.99996687   -0 01 45.2
 JA1630;UTM  16      - 4,282,980.699   488,690.325   MT  0.99960158   -0 04 52.7
 JA1630
 JA1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1630!SPC IN W     -   0.99998269  x   0.99996687  =   0.99994956
 JA1630!UTM  16      -   0.99998269  x   0.99960158  =   0.99958428
 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(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 (04/10/98)  142.66   (m)          468.0    (f) LEVELING    3  
 JA1630  NGVD 29 (02/23/89)  142.73   (m)          468.3    (f) LEVELING    3  
 JA1630
 JA1630.Superseded values are not recommended for survey control.
 JA1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1630.See file dsdata.txt to determine how the superseded data were derived.
 JA1630
 JA1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8869082981(NAD 83)
 JA1630_MARKER: DH = HORIZONTAL CONTROL DISK
 JA1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1630_SP_SET: CONCRETE POST
 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 - July 07, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1631 ***********************************************************************
 JA1631  DESIGNATION -  DAVIESS AZ MK
 JA1631  PID         -  JA1631
 JA1631  STATE/COUNTY-  IN/DAVIESS
 JA1631  USGS QUAD   -  WASHINGTON (1980)
 JA1631
 JA1631                         *CURRENT SURVEY CONTROL
 JA1631  ___________________________________________________________________
 JA1631* NAD 83(1997)-  38 42 26.10007(N)    087 07 48.66261(W)     ADJUSTED  
 JA1631* NAVD 88     -       139.295  (meters)     457.00   (feet)  ADJUSTED  
 JA1631  ___________________________________________________________________
 JA1631  X           -     249,522.822 (meters)                     COMP
 JA1631  Y           -  -4,977,548.107 (meters)                     COMP
 JA1631  Z           -   3,967,075.313 (meters)                     COMP
 JA1631  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 JA1631  ELLIP HEIGHT-         106.93  (meters)          (05/25/99) GPS OBS
 JA1631  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 JA1631  DYNAMIC HT  -         139.207 (meters)     456.71  (feet)  COMP
 JA1631  MODELED GRAV-     979,995.4   (mgal)                       NAVD 88
 JA1631
 JA1631  HORZ ORDER  -  THIRD
 JA1631  VERT ORDER  -  FIRST     CLASS II
 JA1631  ELLP ORDER  -  FOURTH    CLASS I
 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 National Geodetic Survey in May 1999..
 JA1631
 JA1631.The orthometric height was determined by differential leveling
 JA1631.and adjusted by the National Geodetic Survey in June 1991..
 JA1631
 JA1631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA1631
 JA1631.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1631
 JA1631.The ellipsoidal height was determined by GPS observations
 JA1631.and is referenced to NAD 83.
 JA1631
 JA1631.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JA1631;SPC IN W     -   383,999.454   895,924.955   MT  0.99996687   -0 01 45.5
 JA1631;SPC IN W     - 1,259,838.21  2,939,380.46   sFT  0.99996687   -0 01 45.5
 JA1631;UTM  16      - 4,284,298.661   488,680.827   MT  0.99960158   -0 04 53.1
 JA1631
 JA1631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1631!SPC IN W     -   0.99998322  x   0.99996687  =   0.99995009
 JA1631!UTM  16      -   0.99998322  x   0.99960158  =   0.99958481
 JA1631
 JA1631:                Primary Azimuth Mark                     Grid Az
 JA1631:SPC IN W     -  DAVIESS                                  179 32 06.0
 JA1631:UTM  16      -  DAVIESS                                  179 35 13.6
 JA1631
 JA1631|---------------------------------------------------------------------|
 JA1631| PID    Reference Object                     Distance      Geod. Az  |
 JA1631|                                                           dddmmss.s |
 JA1631| JA1630 DAVIESS                             APPROX. 1.3 KM 1793020.5 |
 JA1631|---------------------------------------------------------------------|
 JA1631
 JA1631                          SUPERSEDED SURVEY CONTROL
 JA1631
 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 (02/23/89)  139.37   (m)          457.2    (f) LEVELING    3  
 JA1631
 JA1631.Superseded values are not recommended for survey control.
 JA1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1631.See file dsdata.txt to determine how the superseded data were derived.
 JA1631
 JA1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8868184299(NAD 83)
 JA1631_MARKER: DZ = AZIMUTH MARK DISK
 JA1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1631_SP_SET: CONCRETE POST
 JA1631_STAMPING: DAVIESS 1986
 JA1631_MARK LOGO: NGS   
 JA1631_PROJECTION: FLUSH
 JA1631_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1631+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1988
 JA1631
 JA1631  HISTORY     - Date     Condition        Report By
 JA1631  HISTORY     - 1986     MONUMENTED       NGS
 JA1631  HISTORY     - 1986     GOOD             NGS
 JA1631  HISTORY     - 19880531 GOOD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2316 ***********************************************************************
 ME2316  DESIGNATION -  DAVIS
 ME2316  PID         -  ME2316
 ME2316  STATE/COUNTY-  IN/MARSHALL
 ME2316  USGS QUAD   -  CULVER (1980)
 ME2316
 ME2316                         *CURRENT SURVEY CONTROL
 ME2316  ___________________________________________________________________
 ME2316* NAD 83(1997)-  41 10 31.34629(N)    086 24 48.23706(W)     ADJUSTED  
 ME2316* NAVD 88     -       269.     (meters)     883.     (feet)  SCALED    
 ME2316  ___________________________________________________________________
 ME2316  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 ME2316  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME2316
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2316
 ME2316.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2316.See file dsdata.txt to determine how the superseded data were derived.
 ME2316
 ME2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4920358391(NAD 83)
 ME2316_MARKER: DS = TRIANGULATION STATION DISK
 ME2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2316'STATE HIGHWAYS 110 AND 17, ON PROPERTY OF MR. DALE DAVIS.  IT IS 150
 ME2316'FEET EAST OF THE CENTER OF STATE
 ME2316'HIGHWAY 17, 49 FEET WEST OF A FENCE CORNER, 6 FEET WEST OF
 ME2316'A WHITE WITNESS POST AND 1 FOOT SOUTH OF A
 ME2316'FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND
 ME2316'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
 ME2316'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED DAVIS NO 1 1952.
 ME2316'
 ME2316'REFERENCE MARK NO. 2 IS 120 FEET SOUTH OF A FENCE CORNER, 19 FEET
 ME2316'EAST OF THE CENTER OF HIGHWAY 17
 ME2316'AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE
 ME2316'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
 ME2316'EAST RAIL OF THE PENNSYLVANIA RAILROAD TRACKS, 34 FEET SOUTH OF A
 ME2316'TELEPHONE POLE AND 14 FEET WEST OF
 ME2316'A FENCE LINE AND WHITE WITNESS POST.  THE MARK IS
 ME2316'FLUSH AND THE DISK IS STAMPED PORTER 1920.
 ME2316'
 ME2316'AZIMUTH MARK IS 50 FEET WEST OF THE CENTER OF A SAND DRIVEWAY, 39
 ME2316'FEET SOUTH OF THE CENTER OF
 ME2316'STATE HIGHWAY 110, 2 FEET NORTHWEST OF A WHITE WITNESS POST AND 1
 ME2316'FOOT NORTH OF A FENCE.  THE MARK
 ME2316'PROJECTS ABOUT 2 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,
 ME2316'GO NORTH ON HIGHWAY 17 FOR 0.2 MILE TO A HOUSE ON THE RIGHT, TURN
 ME2316'RIGHT THROUGH GATE AT THE NORTH SIDE
 ME2316'OF THE HOUSE AND GO NORTHEAST UP A SMALL SAND HILL TO THE
 ME2316'EDGE OF A WOODS AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2200 ***********************************************************************
 LA2200  DESIGNATION -  DAVIS
 LA2200  PID         -  LA2200
 LA2200  STATE/COUNTY-  IN/GRANT
 LA2200  USGS QUAD   -  LA FONTAINE (1994)
 LA2200
 LA2200                         *CURRENT SURVEY CONTROL
 LA2200  ___________________________________________________________________
 LA2200* NAD 83(1997)-  40 38 07.11993(N)    085 40 55.00891(W)     ADJUSTED  
 LA2200* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 LA2200  ___________________________________________________________________
 LA2200  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 LA2200  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 LA2200
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2200
 LA2200.The geoid height was determined by GEOID03.
 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  =   0.99993162
 LA2200!UTM  16      -   0.99996493  x   0.99975292  =   0.99971786
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2200.See file dsdata.txt to determine how the superseded data were derived.
 LA2200
 LA2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1146199109(NAD 83)
 LA2200_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 LA2200'THE RIGHT OF WAY OF A COUNTY ROAD.  IT IS 77 FEET WEST OF CENTER OF A
 LA2200'GRAVEL ROAD, 13 FEET NORTHWEST OF
 LA2200'A WHITE WITNESS POST AND 10 FEET EAST OF THE EAST EDGE
 LA2200'OF A CULTIVATED FIELD.  THE MARK PROJECTS 8 INCHES
 LA2200'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
 LA2200'AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE
 LA2200'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
 LA2200'GRAVEL ROAD AND 6 FEET NORTH OF A GATE.  THE MARK PROJECTS ABOUT 2
 LA2200'INCHES AND THE DISK IS STAMPED
 LA2200'DAVIS NO 2 1948.
 LA2200'
 LA2200'AZIMUTH MARK IS 0.3 MILE NORTHWEST OF STATION.  IT IS 15 FEET SOUTH
 LA2200'OF CENTER OF A GRAVEL ROAD, 2
 LA2200'FEET WEST OF A POWER POLE, 2 FEET EAST OF A WHITE WITNESS POST AND
 LA2200'1 FOOT NORTH OF A FENCE.  THE
 LA2200'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 LA2200'DAVIS 1948.
 LA2200'
 LA2200'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 9 IN THE
 LA2200'NORTHWEST SECTION OF
 LA2200'MARION, GO NORTH AND WEST ON HIGHWAY 15 FOR 4.9 MILES TO A GRAVEL
 LA2200'CROSSROAD, TURN RIGHT AND GO EAST
 LA2200'FOR 1.3 MILES TO AZIMUTH MARK ON RIGHT AS DESCRIBED.  CONTINUE
 LA2200'EAST FOR 0.05 MILE TO ANOTHER GRAVEL
 LA2200'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 = OCTOBER  6, 2006
 MD0250 ***********************************************************************
 MD0250  DESIGNATION -  DAWKINS
 MD0250  PID         -  MD0250
 MD0250  STATE/COUNTY-  IN/ALLEN
 MD0250  USGS QUAD   -  WOODBURN SOUTH (1992)
 MD0250
 MD0250                         *CURRENT SURVEY CONTROL
 MD0250  ___________________________________________________________________
 MD0250* NAD 83(1997)-  41 04 30.65195(N)    084 51 52.94273(W)     ADJUSTED  
 MD0250* NAVD 88     -       232.528  (meters)     762.89   (feet)  ADJUSTED  
 MD0250  ___________________________________________________________________
 MD0250  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 MD0250  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 MD0250  DYNAMIC HT  -         232.433 (meters)     762.57  (feet)  COMP
 MD0250  MODELED GRAV-     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
 MD0250.and adjusted by the National Geodetic Survey in June 1991..
 MD0250
 MD0250.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0250
 MD0250.The geoid height was determined by GEOID03.
 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;                    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;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     -  PAYNE MUNICIPAL TANK                     086 04 23.2
 MD0250:SPC OH N     -  PAYNE MUNICIPAL TANK                     088 09 12.8
 MD0250:UTM  16      -  PAYNE MUNICIPAL TANK                     085 11 48.1
 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
 MD0250.Superseded values are not recommended for survey control.
 MD0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0250.See file dsdata.txt to determine how the superseded data were derived.
 MD0250
 MD0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7938349300(NAD 83)
 MD0250_MARKER: DS = TRIANGULATION STATION DISK
 MD0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0250_SP_SET: CONCRETE POST
 MD0250_STAMPING: DAWKINS 1947
 MD0250_MARK LOGO: CGS   
 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     SEE DESCRIPTION  CGS
 MD0250  HISTORY     - 1968     SEE DESCRIPTION  CGS
 MD0250  HISTORY     - 1968     GOOD             NGS
 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
 MD0250'101.  IT IS 524 FEET NORTH OF THE INTERSECTION OF STATE HIGHWAYS 14
 MD0250'AND 101, 60 FEET SOUTHEAST OF THE
 MD0250'INTERSECTION OF STATE HIGHWAY 101 AND A SINGLE TRACK RAILROAD, 44
 MD0250'FEET EAST OF THE CENTER OF THE HIGHWAY, 38
 MD0250'FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 MD0250'TRACK AND 3 FEET EAST OF A WHITE WITNESS POST.  THE MARK IS
 MD0250'FLUSH AND THE DISK IS STAMPED DAWKINS
 MD0250'1947.
 MD0250'
 MD0250'REFERENCE MARK NO. 1 IS 89.65 FEET EAST OF THE STATION.  IT IS 42
 MD0250'FEET SOUTH OF THE SOUTH
 MD0250'RAIL OF THE RAILROAD TRACK.  THE MARK IS FLUSH AND THE DISK IS
 MD0250'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
 MD0250'OF THE HIGHWAY, 38 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 MD0250'TRACK, 5 FEET NORTHEAST OF A TELEPHONE
 MD0250'POLE, AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  THE MARK IS
 MD0250'FLUSH AND THE DISK IS STAMPED DAWKINS NO 2
 MD0250'1947.
 MD0250'
 MD0250'AZIMUTH MARK IS 0.3 MILES NORTH OF THE STATION.  IT IS 53 FEET WEST
 MD0250'OF THE INTERSECTION OF STATE HIGHWAY
 MD0250'101 AND A GRAVEL CROSSROAD, 35 FEET SOUTH OF THE CENTER OF THE GRAVEL
 MD0250'CROSSROAD 9 FEET SOUTHEAST OF A
 MD0250'TELEPHONE POLE, AND 3 FEET SOUTH OF A WHITE WITNESS POST.
 MD0250'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 MD0250'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
 MD0250'MILES EAST OF ZULU, GO NORTH ON STATE HIGHWAY 101 FOR 3.9 MILES TO
 MD0250'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
 MD0250'FROM THEIR ORIGINALS ARE GIVEN BELOW WITH ADDENDA CONSIDERED
 MD0250'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
 MD0250'MILES W OF INDIANA-OHIO BOUNDARY, 57 FEET SE OF INTERSECTION OF
 MD0250'CENTER LINES OF NO. 101 INDIANA HWY.
 MD0250'AND RAILROAD, 41-1/2 E OF CENTER LINE OF HWY., 38.0 FEET S
 MD0250'OF S RAIL, 3.2 FEET LOWER THAN TOP OF SAME.  ALL
 MD0250'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
 MD0250'OF S RAIL, 3.4 FT.  LOWER THAN TOP
 MD0250'OF SAME, AND PROJECTS 0.2 FOOT ABOVE 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
 MD0250'CENTER LINE OF HWY., 1.0 FEET LOWER THAN SAME, AND 2.2 FEET S OF
 MD0250'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
 MD0250'GOOD CONDITION.
 MD0250'
 MD0250'THE STATION MAY BE REACHED BY GOING 3.4 MILES WEST ALONG STATE
 MD0250'HIGHWAY 14 FROM THE
 MD0250'INTERSECTION OF STATE LINE ROAD AT EDGERTON, THENCE 0.1
 MD0250'MILE NORTH ALONG STATE HIGHWAY
 MD0250'101.  AT CROSSING OF THE NORFOLK AND WESTERN
 MD0250'RAILWAY.  IT IS 524 FEET NORTH OF THE CENTER LINE
 MD0250'OF STATE HIGHWAY 14,
 MD0250'58 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF STATE HIGHWAY 101
 MD0250'AND THE N AND W
 MD0250'RY, 41 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 38 FEET
 MD0250'SOUTH OF THE SOUTH RAIL OF TRACK,
 MD0250'2 FEET WEST OF A METAL WITNESS POST,
 MD0250'2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 MD0250'TOP OF A CONCRETE POST
 MD0250'FLUSH WITH THE GROUND.  THE DISK IS STAMPED DAWKINS 1947.
 MD0250'
 MD0250'REFERENCE MARK NO. 1 IS 89.6 FEET EAST OF THE STATION MARK, 130 FEET
 MD0250'EAST OF THE CENTER
 MD0250'LINE OF THE HIGHWAY, 39.5 FEET SOUTH OF THE SOUTH RAIL OF
 MD0250'THE N AND W RY, 2 FEET WEST OF A
 MD0250'METAL WITNESS POST, 2 FEET BELOW THE LEVEL
 MD0250'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 MD0250'PROJECTING 1 INCH
 MD0250'ABOVE THE LEVEL OF THE GROUND.  THE DISK IS STAMPED DAWKINS NO 1
 MD0250'1947.
 MD0250'
 MD0250'REFERENCE MARK NO. 2 IS 81.4 FEET NORTH OF AND ACROSS THE TRACK FROM
 MD0250'THE STATION MARK, 41
 MD0250'FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 MD0250'38.5 FEET NORTH OF THE NORTH RAIL,
 MD0250'122 FEET NORTHWEST OF AND ACROSS THE
 MD0250'TRACK FROM RM 1, 2 FEET BELOW THE LEVEL OF THE TRACK,
 MD0250'SET IN THE TOP OF A
 MD0250'CONCRETE POST FLUSH WITH THE GROUND.
 MD0250'
 MD0250'THE AZIMUTH MARK IS ABOUT 0.35 MILE NORTH ALONG STATE HIGHWAY 101
 MD0250'FROM THE STATION
 MD0250'MARK.  AT THE INTERSECTION OF EDGERTON ROAD, 55 FEET SOUTHWEST
 MD0250'OF THE CENTER OF THE
 MD0250'INTERSECTION, 40-1/2 FEET WEST OF THE CENTER LINE
 MD0250'OF THE HIGHWAY, 34 FEET SOUTH OF THE
 MD0250'CENTER LINE OF EDGERTON ROAD, 53
 MD0250'FEET SOUTH OF AND ACROSS THE HIGHWAY FROM BENCH MARK M
 MD0250'200 1946, 2
 MD0250'FEET SOUTH OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE
 MD0250'HIGHWAY AND SET IN THE
 MD0250'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 MD0250'LEVEL OF THE GROUND.
 MD0250
 MD0250                          STATION RECOVERY (1968)
 MD0250
 MD0250'RECOVERY NOTE BY NATIONAL 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 = OCTOBER  6, 2006
 MD0253 ***********************************************************************
 MD0253  DESIGNATION -  DAWKINS AZ MK
 MD0253  PID         -  MD0253
 MD0253  STATE/COUNTY-  IN/ALLEN
 MD0253  USGS QUAD   -  WOODBURN SOUTH (1992)
 MD0253
 MD0253                         *CURRENT SURVEY CONTROL
 MD0253  ___________________________________________________________________
 MD0253* NAD 83(1986)-  41 04 51.     (N)    084 51 55.     (W)     SCALED    
 MD0253* NAVD 88     -       231.403  (meters)     759.19   (feet)  ADJUSTED  
 MD0253  ___________________________________________________________________
 MD0253  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 MD0253  DYNAMIC HT  -         231.309 (meters)     758.89  (feet)  COMP
 MD0253  MODELED GRAV-     980,210.5   (mgal)                       NAVD 88
 MD0253
 MD0253  VERT ORDER  -  FIRST     CLASS I
 MD0253
 MD0253.The horizontal coordinates were scaled from a topographic map and have
 MD0253.an estimated accuracy of +/- 6 seconds.
 MD0253
 MD0253.The orthometric height was determined by differential leveling
 MD0253.and adjusted by the National Geodetic Survey in June 1991..
 MD0253
 MD0253.The geoid height was determined by GEOID03.
 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     -   647,840.      167,340.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0253.See file dsdata.txt to determine how the superseded data were derived.
 MD0253
 MD0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL793499(NAD 83)
 MD0253_MARKER: DZ = AZIMUTH MARK DISK
 MD0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0253_SP_SET: CONCRETE POST
 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             NGS
 MD0253  HISTORY     - 19921008 GOOD             NGS
 MD0253
 MD0253                          STATION DESCRIPTION
 MD0253
 MD0253'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0251 ***********************************************************************
 MD0251  DESIGNATION -  DAWKINS RM 1
 MD0251  PID         -  MD0251
 MD0251  STATE/COUNTY-  IN/ALLEN
 MD0251  USGS QUAD   -  WOODBURN SOUTH (1992)
 MD0251
 MD0251                         *CURRENT SURVEY CONTROL
 MD0251  ___________________________________________________________________
 MD0251* NAD 83(1986)-  41 04 30.     (N)    084 51 53.     (W)     SCALED    
 MD0251* NAVD 88     -       232.508  (meters)     762.82   (feet)  ADJUSTED  
 MD0251  ___________________________________________________________________
 MD0251  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 MD0251  DYNAMIC HT  -         232.414 (meters)     762.51  (feet)  COMP
 MD0251  MODELED GRAV-     980,209.8   (mgal)                       NAVD 88
 MD0251
 MD0251  VERT ORDER  -  FIRST     CLASS I
 MD0251
 MD0251.The horizontal coordinates were scaled from a topographic map and have
 MD0251.an estimated accuracy of +/- 6 seconds.
 MD0251
 MD0251.The orthometric height was determined by differential leveling
 MD0251.and adjusted by the National Geodetic Survey in April 1995..
 MD0251
 MD0251.The geoid height was determined by GEOID03.
 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     -   647,200.      167,390.      MT  (+/- 180 meters Scaled)
 MD0251
 MD0251                          SUPERSEDED SURVEY CONTROL
 MD0251
 MD0251  NAVD 88 (06/15/91)  232.507  (m)          762.82   (f) UNKNOWN     1 1
 MD0251  NGVD 29 (01/19/93)  232.665  (m)          763.34   (f) ADJUSTED    1 1
 MD0251
 MD0251.Superseded values are not recommended for survey control.
 MD0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0251.See file dsdata.txt to determine how the superseded data were derived.
 MD0251
 MD0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL793492(NAD 83)
 MD0251_MARKER: DR = REFERENCE MARK DISK
 MD0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0251_SP_SET: CONCRETE POST
 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             NGS
 MD0251  HISTORY     - 19921019 GOOD             NGS
 MD0251
 MD0251                          STATION DESCRIPTION
 MD0251
 MD0251'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0252 ***********************************************************************
 MD0252  DESIGNATION -  DAWKINS RM 2
 MD0252  PID         -  MD0252
 MD0252  STATE/COUNTY-  IN/ALLEN
 MD0252  USGS QUAD   -  WOODBURN SOUTH (1992)
 MD0252
 MD0252                         *CURRENT SURVEY CONTROL
 MD0252  ___________________________________________________________________
 MD0252* NAD 83(1986)-  41 04 30.     (N)    084 51 53.     (W)     SCALED    
 MD0252* NAVD 88     -       232.451  (meters)     762.63   (feet)  ADJUSTED  
 MD0252  ___________________________________________________________________
 MD0252  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 MD0252  DYNAMIC HT  -         232.357 (meters)     762.32  (feet)  COMP
 MD0252  MODELED GRAV-     980,209.8   (mgal)                       NAVD 88
 MD0252
 MD0252  VERT ORDER  -  FIRST     CLASS I
 MD0252
 MD0252.The horizontal coordinates were scaled from a topographic map and have
 MD0252.an estimated accuracy of +/- 6 seconds.
 MD0252
 MD0252.The orthometric height was determined by differential leveling
 MD0252.and adjusted by the National Geodetic Survey in April 1995..
 MD0252
 MD0252.The geoid height was determined by GEOID03.
 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     -   647,200.      167,390.      MT  (+/- 180 meters Scaled)
 MD0252
 MD0252                          SUPERSEDED SURVEY CONTROL
 MD0252
 MD0252  NAVD 88 (06/15/91)  232.537  (m)          762.92   (f) UNKNOWN     1 1
 MD0252  NGVD 29 (01/19/93)  232.608  (m)          763.15   (f) ADJUSTED    1 1
 MD0252
 MD0252.Superseded values are not recommended for survey control.
 MD0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0252.See file dsdata.txt to determine how the superseded data were derived.
 MD0252
 MD0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL793492(NAD 83)
 MD0252_MARKER: DR = REFERENCE MARK DISK
 MD0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0252_SP_SET: CONCRETE POST
 MD0252_STAMPING: DAWKINS NO 2 1947
 MD0252_MARK LOGO: CGS   
 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             NGS
 MD0252  HISTORY     - 19921019 GOOD             NGS
 MD0252
 MD0252                          STATION DESCRIPTION
 MD0252
 MD0252'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB2308 ***********************************************************************
 LB2308  DESIGNATION -  DAWSON
 LB2308  PID         -  LB2308
 LB2308  STATE/COUNTY-  IN/BENTON
 LB2308  USGS QUAD   -  STOCKLAND (1964)
 LB2308
 LB2308                         *CURRENT SURVEY CONTROL
 LB2308  ___________________________________________________________________
 LB2308* NAD 83(1997)-  40 37 20.63585(N)    087 31 31.06557(W)     ADJUSTED  
 LB2308* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 LB2308  ___________________________________________________________________
 LB2308  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 LB2308  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 LB2308
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2308
 LB2308.The geoid height was determined by GEOID03.
 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;SPC IL E     -   439,424.035   368,369.514   MT  1.00003251   +0 31 34.0
 LB2308;SPC IL E     - 1,441,677.02  1,208,558.98   sFT  1.00003251   +0 31 34.0
 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     -   0.99997148  x   0.99998387  =   0.99995535
 LB2308!SPC IL E     -   0.99997148  x   1.00003251  =   1.00000398
 LB2308!UTM  16      -   0.99997148  x   0.99962430  =   0.99959579
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2308.See file dsdata.txt to determine how the superseded data were derived.
 LB2308
 LB2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK5557196974(NAD 83)
 LB2308_MARKER: DS = TRIANGULATION STATION DISK
 LB2308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA2005 ***********************************************************************
 KA2005  DESIGNATION -  DAY
 KA2005  PID         -  KA2005
 KA2005  STATE/COUNTY-  IN/PUTNAM
 KA2005  USGS QUAD   -  GREENCASTLE (1986)
 KA2005
 KA2005                         *CURRENT SURVEY CONTROL
 KA2005  ___________________________________________________________________
 KA2005* NAD 83(1997)-  39 41 25.01057(N)    086 45 10.74412(W)     ADJUSTED  
 KA2005* NAVD 88     -       278.     (meters)     912.     (feet)  SCALED    
 KA2005  ___________________________________________________________________
 KA2005  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 KA2005  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KA2005
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2005
 KA2005.The geoid height was determined by GEOID03.
 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     -   0.99996158  x   0.99997655  =   0.99993813
 KA2005!UTM  16      -   0.99996158  x   0.99960552  =   0.99956712
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2005.See file dsdata.txt to determine how the superseded data were derived.
 KA2005
 KA2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2118093411(NAD 83)
 KA2005_MARKER: DS = TRIANGULATION STATION DISK
 KA2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HA1545 ***********************************************************************
 HA1545  DESIGNATION -  DAY
 HA1545  PID         -  HA1545
 HA1545  STATE/COUNTY-  IN/WARRICK
 HA1545  USGS QUAD   -  YANKEETOWN (1983)
 HA1545
 HA1545                         *CURRENT SURVEY CONTROL
 HA1545  ___________________________________________________________________
 HA1545* NAD 83(1997)-  37 58 14.92397(N)    087 20 20.06904(W)     ADJUSTED  
 HA1545* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 HA1545  ___________________________________________________________________
 HA1545  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 HA1545  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 HA1545
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1545
 HA1545.The geoid height was determined by GEOID03.
 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     -   0.99998355  x   0.99997287  =   0.99995642
 HA1545!UTM  16      -   0.99998355  x   0.99961091  =   0.99959447
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1545.See file dsdata.txt to determine how the superseded data were derived.
 HA1545
 HA1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7023302631(NAD 83)
 HA1545_MARKER: DH = HORIZONTAL CONTROL DISK
 HA1545_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 MD1615 ***********************************************************************
 MD1615  DESIGNATION -  DAYTON GRAND RAPIDS AWY BN 11
 MD1615  PID         -  MD1615
 MD1615  STATE/COUNTY-  IN/NOBLE
 MD1615  USGS QUAD   -  EGE (1965)
 MD1615
 MD1615                         *CURRENT SURVEY CONTROL
 MD1615  ___________________________________________________________________
 MD1615* NAD 83(1997)-  41 21 01.17126(N)    085 17 22.65846(W)     ADJUSTED  
 MD1615* NAVD 88     -                                                        
 MD1615  ___________________________________________________________________
 MD1615  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 MD1615  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MD1615
 MD1615  HORZ ORDER  -  THIRD
 MD1615
 MD1615.The horizontal coordinates were established by classical geodetic methods
 MD1615.and adjusted by the National Geodetic Survey in May 1999..
 MD1615
 MD1615
 MD1615.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1615
 MD1615.The geoid height was determined by GEOID03.
 MD1615
 MD1615;                    North         East     Units Scale Factor Converg.
 MD1615;SPC IN E     -   677,531.674   131,552.693   MT  0.99997891   +0 14 56.8
 MD1615;SPC IN E     - 2,222,868.50    431,602.46   sFT  0.99997891   +0 14 56.8
 MD1615;UTM  16      - 4,579,058.842   643,083.377   MT  0.99985196   +1 07 48.6
 MD1615
 MD1615                          SUPERSEDED SURVEY CONTROL
 MD1615
 MD1615  NAD 83(1995)-  41 21 01.17271(N)    085 17 22.66409(W) AD(       ) 4
 MD1615  NAD 83(1986)-  41 21 01.17185(N)    085 17 22.67101(W) AD(       ) 4
 MD1615  NAD 27      -  41 21 01.00000(N)    085 17 22.75900(W) AD(       ) 3
 MD1615
 MD1615.Superseded values are not recommended for survey control.
 MD1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1615.See file dsdata.txt to determine how the superseded data were derived.
 MD1615
 MD1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4308379059(NAD 83)
 MD1615
 MD1615  HISTORY     - Date     Condition        Report By
 MD1615  HISTORY     - 1946     MONUMENTED       CGS
 MD1615  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MD1615
 MD1615                          STATION DESCRIPTION
 MD1615
 MD1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1615'STATION IS LOCATED ABOUT 3.5 MILES SOUTHWEST OF AVILLA.  IT IS A
 MD1615'FOUR-LEGGED STEEL
 MD1615'STRUCTURE ABOUT 60 FEET HIGH AND PAINTED ORANGE AND WHITE.  POINT
 MD1615'OBSERVED UPON WAS THE REVOLVING
 MD1615'LIGHT ATOP THE STRUCTURE.
 MD1615'
 MD1615'TO REACH STATION FROM THE INTERSECTION OF STATE HIGHWAYS 3 AND 8 IN
 MD1615'AVILLA GO WEST ON A
 MD1615'PAVED ROAD FOR 1.5 MILE TO A GRAVEL CROSSROAD, TURN LEFT AND GO 1
 MD1615'MILE TO A T-ROAD RIGHT, TURN RIGHT
 MD1615'AND GO 1 MILE TO A T-ROAD LEFT, TURN LEFT AND GO SOUTH FOR 500
 MD1615'FEET TO STATION ON THE RIGHT.
 MD1615
 MD1615                          STATION RECOVERY (1963)
 MD1615
 MD1615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1615'IT IS NOTED THAT THE SUBJECT STATION IS LISTED AS NO. 406 ON THE
 MD1615'TRIANGULATION DIAGRAM AND THE KEY
 MD1615'THERETO AND IN THE KEY IS DESIGNATED DAYTON-GOSHEN INSTEAD OF
 MD1615'DAYTON-GRAND RAPIDS.  THE STATION
 MD1615'HAS BEEN COMPLETELY REMOVED LEAVING NO INDICATIONS OF ITS LOCATION
 MD1615'OTHER THAN AN UNEVEN GROUND SURFACE
 MD1615'WITHOUT PATTERN OR OTHER MEANS OF LOCATING ITS POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2411 ***********************************************************************
 LA2411  DESIGNATION -  DAYTON GRAND RAPIDS AWY BCN 8
 LA2411  PID         -  LA2411
 LA2411  STATE/COUNTY-  IN/ADAMS
 LA2411  USGS QUAD   -  HOAGLAND (1994)
 LA2411
 LA2411                         *CURRENT SURVEY CONTROL
 LA2411  ___________________________________________________________________
 LA2411* NAD 83(1997)-  40 55 08.21694(N)    084 58 27.18746(W)     ADJUSTED  
 LA2411* NAVD 88     -                                                        
 LA2411  ___________________________________________________________________
 LA2411  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 LA2411  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 LA2411
 LA2411  HORZ ORDER  -  THIRD
 LA2411
 LA2411.The horizontal coordinates were established by classical geodetic methods
 LA2411.and adjusted by the National Geodetic Survey in May 1999..
 LA2411
 LA2411
 LA2411.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2411
 LA2411.The geoid height was determined by GEOID03.
 LA2411
 LA2411;                    North         East     Units Scale Factor Converg.
 LA2411;SPC IN E     -   629,788.414   158,328.804   MT  1.00000853   +0 27 12.8
 LA2411;SPC IN E     - 2,066,230.82    519,450.42   sFT  1.00000853   +0 27 12.8
 LA2411;UTM  16      - 4,531,735.378   670,584.956   MT  0.99995816   +1 19 37.9
 LA2411
 LA2411                          SUPERSEDED SURVEY CONTROL
 LA2411
 LA2411  NAD 83(1995)-  40 55 08.21689(N)    084 58 27.19000(W) AD(       ) 4
 LA2411  NAD 83(1986)-  40 55 08.21901(N)    084 58 27.20288(W) AD(       ) 4
 LA2411  NAD 27      -  40 55 08.04100(N)    084 58 27.32000(W) AD(       ) 3
 LA2411
 LA2411.Superseded values are not recommended for survey control.
 LA2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2411.See file dsdata.txt to determine how the superseded data were derived.
 LA2411
 LA2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7058531735(NAD 83)
 LA2411_MARKER: 22 = AIRWAY BEACON
 LA2411
 LA2411  HISTORY     - Date     Condition        Report By
 LA2411  HISTORY     - 1947     FIRST OBSERVED   CGS
 LA2411  HISTORY     - 1963     GOOD             CGS
 LA2411  HISTORY     - 20030703 MARK NOT FOUND   GEOCAC
 LA2411
 LA2411                          STATION DESCRIPTION
 LA2411
 LA2411'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LA2411'THIS IS AN INTERSECTION STATION.
 LA2411'
 LA2411'STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF FORT WAYNE AND 3 MILES
 LA2411'SOUTH OF HOAGLAND.  IT
 LA2411'IS ABOUT 300 FEET EAST OF THE RAILROAD TRACKS AND 100 FEET SOUTH OF
 LA2411'THE ROAD.  IT IS A STANDARD CIVIL
 LA2411'AERONAUTIC AIRWAY BEACON, PAINTED RED AND WHITE AND ABOUT
 LA2411'70 FEET HIGH.  THE POINT OBSERVED ON WAS THE
 LA2411'CENTER OF THE LIGHT.
 LA2411'
 LA2411'TO REACH THE STATION FROM THE RAILROAD CROSSING IN HOAGLAND, GO EAST
 LA2411'ON BLACK TOP ROAD FOR 1.75 MILES TO
 LA2411'A CROSSROAD, TURN RIGHT AND GO SOUTH FOR 2.0 MILES TO A T-ROAD
 LA2411'INTERSECTION, TURN RIGHT AND GO WEST 0.7
 LA2411'MILE TO THE BEACON ON THE LEFT.
 LA2411
 LA2411                          STATION RECOVERY (1963)
 LA2411
 LA2411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2411'THE APPROXIMATE DESCRIBED LOCATION IS NOW OCCUPIED BY A HOUSE.  A
 LA2411'MR. COONEY IN WHOSE HOME THE BUILDERS AND VARIOUS TENDERS OF THE
 LA2411'BEACON BOARDED STATED THAT THE HOUSE STANDS WHERE THE TOWER STOOD.
 LA2411'NO EVIDENCE OF REMAINING PART SUCH AS FOUNDATIONS WAS FOUND.
 LA2411
 LA2411                          STATION RECOVERY (2003)
 LA2411
 LA2411'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 LA2411'NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0251 ***********************************************************************
 JA0251  DESIGNATION -  DE PAUW RM 1
 JA0251  PID         -  JA0251
 JA0251  STATE/COUNTY-  IN/HARRISON
 JA0251  USGS QUAD   -  DEPAUW (1994)
 JA0251
 JA0251                         *CURRENT SURVEY CONTROL
 JA0251  ___________________________________________________________________
 JA0251* NAD 83(1986)-  38 19 55.     (N)    086 11 41.     (W)     SCALED    
 JA0251* NAVD 88     -       259.591  (meters)     851.67   (feet)  ADJUSTED  
 JA0251  ___________________________________________________________________
 JA0251  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JA0251  DYNAMIC HT  -         259.409 (meters)     851.08  (feet)  COMP
 JA0251  MODELED GRAV-     979,921.2   (mgal)                       NAVD 88
 JA0251
 JA0251  VERT ORDER  -  FIRST     CLASS II
 JA0251
 JA0251.The horizontal coordinates were scaled from a topographic map and have
 JA0251.an estimated accuracy of +/- 6 seconds.
 JA0251
 JA0251.The orthometric height was determined by differential leveling
 JA0251.and adjusted by the National Geodetic Survey in June 1991..
 JA0251
 JA0251.The geoid height was determined by GEOID03.
 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     -   342,470.       53,830.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0251.See file dsdata.txt to determine how the superseded data were derived.
 JA0251
 JA0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH703429(NAD 83)
 JA0251_MARKER: DR = REFERENCE MARK DISK
 JA0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0251_STAMPING: DEPAUW NO 1 1946
 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             NGS
 JA0251
 JA0251                          STATION DESCRIPTION
 JA0251
 JA0251'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0252 ***********************************************************************
 JA0252  DESIGNATION -  DE PAUW RM 2
 JA0252  PID         -  JA0252
 JA0252  STATE/COUNTY-  IN/HARRISON
 JA0252  USGS QUAD   -  DEPAUW (1994)
 JA0252
 JA0252                         *CURRENT SURVEY CONTROL
 JA0252  ___________________________________________________________________
 JA0252* NAD 83(1986)-  38 19 53.     (N)    086 11 39.     (W)     SCALED    
 JA0252* NAVD 88     -       260.316  (meters)     854.05   (feet)  ADJUSTED  
 JA0252  ___________________________________________________________________
 JA0252  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JA0252  DYNAMIC HT  -         260.133 (meters)     853.45  (feet)  COMP
 JA0252  MODELED GRAV-     979,921.2   (mgal)                       NAVD 88
 JA0252
 JA0252  VERT ORDER  -  FIRST     CLASS II
 JA0252
 JA0252.The horizontal coordinates were scaled from a topographic map and have
 JA0252.an estimated accuracy of +/- 6 seconds.
 JA0252
 JA0252.The orthometric height was determined by differential leveling
 JA0252.and adjusted by the National Geodetic Survey in June 1991..
 JA0252
 JA0252.The geoid height was determined by GEOID03.
 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     -   342,410.       53,880.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0252.See file dsdata.txt to determine how the superseded data were derived.
 JA0252
 JA0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH704428(NAD 83)
 JA0252_MARKER: DR = REFERENCE MARK DISK
 JA0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0252_STAMPING: DEPAUW NO 2 1946
 JA0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0252+STABILITY: SURFACE MOTION
 JA0252
 JA0252  HISTORY     - Date     Condition        Report By
 JA0252  HISTORY     - 1946     MONUMENTED       CGS
 JA0252  HISTORY     - 1965     GOOD             NGS
 JA0252
 JA0252                          STATION DESCRIPTION
 JA0252
 JA0252'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ0543 ***********************************************************************
 JZ0543  DESIGNATION -  DEA S 5
 JZ0543  PID         -  JZ0543
 JZ0543  STATE/COUNTY-  IN/DEARBORN
 JZ0543  USGS QUAD   -  GUILFORD (1983)
 JZ0543
 JZ0543                         *CURRENT SURVEY CONTROL
 JZ0543  ___________________________________________________________________
 JZ0543* NAD 83(1986)-  39 09 18.     (N)    084 52 41.     (W)     SCALED    
 JZ0543* NAVD 88     -       152.337  (meters)     499.79   (feet)  ADJUSTED  
 JZ0543  ___________________________________________________________________
 JZ0543  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ0543  DYNAMIC HT  -         152.242 (meters)     499.48  (feet)  COMP
 JZ0543  MODELED GRAV-     980,001.2   (mgal)                       NAVD 88
 JZ0543
 JZ0543  VERT ORDER  -  FIRST     CLASS II
 JZ0543
 JZ0543.The horizontal coordinates were scaled from a topographic map and have
 JZ0543.an estimated accuracy of +/- 6 seconds.
 JZ0543
 JZ0543.The orthometric height was determined by differential leveling
 JZ0543.and adjusted by the National Geodetic Survey in June 1991..
 JZ0543
 JZ0543.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0543.See file dsdata.txt to determine how the superseded data were derived.
 JZ0543
 JZ0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ833361(NAD 83)
 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             NGS
 JZ0543  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0543
 JZ0543                          STATION DESCRIPTION
 JZ0543
 JZ0543'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ0569 ***********************************************************************
 JZ0569  DESIGNATION -  DEA S 7
 JZ0569  PID         -  JZ0569
 JZ0569  STATE/COUNTY-  IN/DEARBORN
 JZ0569  USGS QUAD   -  AURORA (1981)
 JZ0569
 JZ0569                         *CURRENT SURVEY CONTROL
 JZ0569  ___________________________________________________________________
 JZ0569* NAD 83(1986)-  39 03 32.     (N)    084 54 10.     (W)     SCALED    
 JZ0569* NAVD 88     -       149.643  (meters)     490.95   (feet)  ADJUSTED  
 JZ0569  ___________________________________________________________________
 JZ0569  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JZ0569  DYNAMIC HT  -         149.549 (meters)     490.65  (feet)  COMP
 JZ0569  MODELED GRAV-     979,998.2   (mgal)                       NAVD 88
 JZ0569
 JZ0569  VERT ORDER  -  FIRST     CLASS II
 JZ0569
 JZ0569.The horizontal coordinates were scaled from a topographic map and have
 JZ0569.an estimated accuracy of +/- 6 seconds.
 JZ0569
 JZ0569.The orthometric height was determined by differential leveling
 JZ0569.and adjusted by the National Geodetic Survey in June 1991..
 JZ0569
 JZ0569.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0569.See file dsdata.txt to determine how the superseded data were derived.
 JZ0569
 JZ0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ814254(NAD 83)
 JZ0569_MARKER: DD = SURVEY DISK
 JZ0569_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0569_SP_SET: BRIDGE SIDEWALK
 JZ0569_STAMPING: DEA S 7
 JZ0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0569
 JZ0569  HISTORY     - Date     Condition        Report By
 JZ0569  HISTORY     - UNK      MONUMENTED       INHD
 JZ0569  HISTORY     - 1964     GOOD             NGS
 JZ0569
 JZ0569                          STATION DESCRIPTION
 JZ0569
 JZ0569'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2406 ***********************************************************************
 LB2406  DESIGNATION -  DEACON
 LB2406  PID         -  LB2406
 LB2406  STATE/COUNTY-  IN/CASS
 LB2406  USGS QUAD   -  YOUNG AMERICA (1959)
 LB2406
 LB2406                         *CURRENT SURVEY CONTROL
 LB2406  ___________________________________________________________________
 LB2406* NAD 83(1997)-  40 37 10.99169(N)    086 18 20.07686(W)     ADJUSTED  
 LB2406* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 LB2406  ___________________________________________________________________
 LB2406  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 LB2406  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 LB2406
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2406
 LB2406.The geoid height was determined by GEOID03.
 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     -   0.99996900  x   1.00000263  =   0.99997163
 LB2406!SPC IN W     -   0.99996900  x   1.00001995  =   0.99998895
 LB2406!UTM  16      -   0.99996900  x   0.99964246  =   0.99961147
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2406.See file dsdata.txt to determine how the superseded data were derived.
 LB2406
 LB2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5873796775(NAD 83)
 LB2406_MARKER: DS = TRIANGULATION STATION DISK
 LB2406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ3379 ***********************************************************************
 JZ3379  DESIGNATION -  DEARBORN
 JZ3379  PID         -  JZ3379
 JZ3379  STATE/COUNTY-  IN/JOHNSON
 JZ3379  USGS QUAD   -  MARIETTA (1993)
 JZ3379
 JZ3379                         *CURRENT SURVEY CONTROL
 JZ3379  ___________________________________________________________________
 JZ3379* NAD 83(1997)-  39 24 07.38639(N)    085 59 12.16583(W)     ADJUSTED  
 JZ3379* NAVD 88     -       208.69   (+/-2cm)     684.7    (feet)  VERTCON   
 JZ3379  ___________________________________________________________________
 JZ3379  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 JZ3379  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JZ3379
 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ3379
 JZ3379.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3379
 JZ3379.The geoid height was determined by GEOID03.
 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     -   0.99997251  x   0.99997602  =   0.99994853
 JZ3379!UTM  16      -   0.99997251  x   0.99969372  =   0.99966624
 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  NGVD 29 (07/19/86)  208.81   (m)          685.1    (f) LEVELING    3  
 JZ3379
 JZ3379.Superseded values are not recommended for survey control.
 JZ3379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3379.See file dsdata.txt to determine how the superseded data were derived.
 JZ3379
 JZ3379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8724461884(NAD 83)
 JZ3379_MARKER: DS = TRIANGULATION STATION DISK
 JZ3379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2438 ***********************************************************************
 LB2438  DESIGNATION -  DEASY
 LB2438  PID         -  LB2438
 LB2438  STATE/COUNTY-  IN/CASS
 LB2438  USGS QUAD   -  LUCERNE (1986)
 LB2438
 LB2438                         *CURRENT SURVEY CONTROL
 LB2438  ___________________________________________________________________
 LB2438* NAD 83(1997)-  40 49 06.97676(N)    086 27 15.68242(W)     ADJUSTED  
 LB2438* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 LB2438  ___________________________________________________________________
 LB2438  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 LB2438  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 LB2438
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2438
 LB2438.The geoid height was determined by GEOID03.
 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     -   0.99996988  x   1.00002100  =   0.99999088
 LB2438!SPC IN W     -   0.99996988  x   1.00000131  =   0.99997119
 LB2438!UTM  16      -   0.99996988  x   0.99962606  =   0.99959595
 LB2438
 LB2438:                Primary Azimuth Mark                     Grid Az
 LB2438:SPC IN E     -  DEASY AZ MK                              140 27 52.1
 LB2438:SPC IN W     -  DEASY AZ MK                              139 32 18.3
 LB2438:UTM  16      -  DEASY AZ MK                              139 35 34.4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2438.See file dsdata.txt to determine how the superseded data were derived.
 LB2438
 LB2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4601518764(NAD 83)
 LB2438_MARKER: DS = TRIANGULATION STATION DISK
 LB2438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2438_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 = OCTOBER  6, 2006
 JZ1836 ***********************************************************************
 JZ1836  DESIGNATION -  DEC S 4
 JZ1836  PID         -  JZ1836
 JZ1836  STATE/COUNTY-  IN/DECATUR
 JZ1836  USGS QUAD   -  NEW POINT (1993)
 JZ1836
 JZ1836                         *CURRENT SURVEY CONTROL
 JZ1836  ___________________________________________________________________
 JZ1836* NAD 83(1986)-  39 18 53.     (N)    085 21 37.     (W)     SCALED    
 JZ1836* NAVD 88     -       303.124  (meters)     994.50   (feet)  ADJUSTED  
 JZ1836  ___________________________________________________________________
 JZ1836  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ1836  DYNAMIC HT  -         302.934 (meters)     993.88  (feet)  COMP
 JZ1836  MODELED GRAV-     979,991.9   (mgal)                       NAVD 88
 JZ1836
 JZ1836  VERT ORDER  -  FIRST     CLASS II
 JZ1836
 JZ1836.The horizontal coordinates were scaled from a topographic map and have
 JZ1836.an estimated accuracy of +/- 6 seconds.
 JZ1836
 JZ1836.The orthometric height was determined by differential leveling
 JZ1836.and adjusted by the National Geodetic Survey in June 1991..
 JZ1836.WARNING-Repeat measurements at this control monument indicate possible
 JZ1836.vertical movement.
 JZ1836
 JZ1836.The geoid height was determined by GEOID03.
 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     -   451,480.      126,420.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1836.See file dsdata.txt to determine how the superseded data were derived.
 JZ1836
 JZ1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ413529(NAD 83)
 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
 JZ1836  HISTORY     - Date     Condition        Report By
 JZ1836  HISTORY     - UNK      MONUMENTED       INHD
 JZ1836  HISTORY     - 1947     GOOD             NGS
 JZ1836  HISTORY     - 1986     GOOD             NGS
 JZ1836
 JZ1836                          STATION DESCRIPTION
 JZ1836
 JZ1836'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1968 ***********************************************************************
 KA1968  CBN         -  This is a Cooperative Base Network Control Station.
 KA1968  DESIGNATION -  DECALB
 KA1968  PID         -  KA1968
 KA1968  STATE/COUNTY-  IN/JOHNSON
 KA1968  USGS QUAD   -  FRANKLIN (1994)
 KA1968
 KA1968                         *CURRENT SURVEY CONTROL
 KA1968  ___________________________________________________________________
 KA1968* NAD 83(1997)-  39 27 24.44694(N)    086 01 07.96102(W)     ADJUSTED  
 KA1968* NAVD 88     -       222.1    (meters)     729.     (feet)  GPS OBS   
 KA1968  ___________________________________________________________________
 KA1968  X           -     342,376.314 (meters)                     COMP
 KA1968  Y           -  -4,919,502.146 (meters)                     COMP
 KA1968  Z           -   4,031,720.649 (meters)                     COMP
 KA1968  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 KA1968  ELLIP HEIGHT-         188.80  (meters)          (04/10/98) GPS OBS
 KA1968  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KA1968
 KA1968  HORZ ORDER  -  B
 KA1968  ELLP ORDER  -  FOURTH    CLASS I
 KA1968
 KA1968.The horizontal coordinates were established by GPS observations
 KA1968.and adjusted by the National Geodetic Survey in April 1998..
 KA1968
 KA1968.The orthometric height was determined by GPS observations and a
 KA1968.high-resolution geoid model.
 KA1968
 KA1968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA1968
 KA1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1968
 KA1968.The ellipsoidal height was determined by GPS observations
 KA1968.and is referenced to NAD 83.
 KA1968
 KA1968.The geoid height was determined by GEOID03.
 KA1968
 KA1968;                    North         East     Units Scale Factor Converg.
 KA1968;SPC IN E     -   467,266.656    69,687.318   MT  0.99997798   -0 13 25.8
 KA1968;SPC IN E     - 1,533,024.02    228,632.48   sFT  0.99997798   -0 13 25.8
 KA1968;UTM  16      - 4,367,928.442   584,408.907   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  =   0.99994836
 KA1968!UTM  16      -   0.99997038  x   0.99968772  =   0.99965811
 KA1968
 KA1968:                Primary Azimuth Mark                     Grid Az
 KA1968:SPC IN E     -  DECATURE                                 156 01 01.4
 KA1968:UTM  16      -  DECATURE                                 155 10 10.9
 KA1968
 KA1968|---------------------------------------------------------------------|
 KA1968| PID    Reference Object                     Distance      Geod. Az  |
 KA1968|                                                           dddmmss.s |
 KA1968| KA1969 DECATURE                            APPROX. 1.7 KM 1554735.6 |
 KA1968| CC8593 DECALB RM                            18.860 METERS 19252     |
 KA1968| KA1967 DELAWARE                            APPROX. 0.5 KM 3233534.9 |
 KA1968| KA1970 FRANKLIN MFG CO WATER TANK          APPROX. 4.5 KM 3255703.5 |
 KA1968|---------------------------------------------------------------------|
 KA1968
 KA1968                          SUPERSEDED SURVEY CONTROL
 KA1968
 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  NGVD 29 (07/19/86)  222.47   (m)          729.9    (f) LEVELING    3  
 KA1968
 KA1968.Superseded values are not recommended for survey control.
 KA1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1968.See file dsdata.txt to determine how the superseded data were derived.
 KA1968
 KA1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8440967928(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2404 ***********************************************************************
 LA2404  DESIGNATION -  DECATUR
 LA2404  PID         -  LA2404
 LA2404  STATE/COUNTY-  IN/ADAMS
 LA2404  USGS QUAD   -  DECATUR (1992)
 LA2404
 LA2404                         *CURRENT SURVEY CONTROL
 LA2404  ___________________________________________________________________
 LA2404* NAD 83(1997)-  40 49 23.81775(N)    084 55 25.27005(W)     ADJUSTED  
 LA2404* NAVD 88     -       243.     (meters)     797.     (feet)  SCALED    
 LA2404  ___________________________________________________________________
 LA2404  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 LA2404  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 LA2404
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2404
 LA2404.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2404.See file dsdata.txt to determine how the superseded data were derived.
 LA2404
 LA2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7509221215(NAD 83)
 LA2404_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2404_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ2824 ***********************************************************************
 JZ2824  DESIGNATION -  DECATUR
 JZ2824  PID         -  JZ2824
 JZ2824  STATE/COUNTY-  IN/DECATUR
 JZ2824  USGS QUAD   -  FOREST HILL (1993)
 JZ2824
 JZ2824                         *CURRENT SURVEY CONTROL
 JZ2824  ___________________________________________________________________
 JZ2824* NAD 83(1997)-  39 19 40.46497(N)    085 31 20.69048(W)     ADJUSTED  
 JZ2824* NAVD 88     -       276.959  (meters)     908.66   (feet)  ADJUSTED  
 JZ2824  ___________________________________________________________________
 JZ2824  X           -     385,702.305 (meters)                     COMP
 JZ2824  Y           -  -4,925,445.997 (meters)                     COMP
 JZ2824  Z           -   4,020,696.264 (meters)                     COMP
 JZ2824  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 JZ2824  ELLIP HEIGHT-         242.85  (meters)          (05/25/99) GPS OBS
 JZ2824  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ2824  DYNAMIC HT  -         276.786 (meters)     908.09  (feet)  COMP
 JZ2824  MODELED GRAV-     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
 JZ2824.and adjusted by the National Geodetic Survey in June 1991..
 JZ2824
 JZ2824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2824
 JZ2824.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2824
 JZ2824.The ellipsoidal height was determined by GPS observations
 JZ2824.and is referenced to NAD 83.
 JZ2824
 JZ2824.The geoid height was determined by GEOID03.
 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;                    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 36.2
 JZ2824:UTM  16      -  DECATUR AZ MK                            178 05 53.7
 JZ2824
 JZ2824|---------------------------------------------------------------------|
 JZ2824| PID    Reference Object                     Distance      Geod. Az  |
 JZ2824|                                                           dddmmss.s |
 JZ2824| JZ2825 DECATUR AZ MK                       APPROX. 0.6 KM 1790205.3 |
 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 (02/23/89)  277.15   (m)          909.3    (f) LEVELING    3  
 JZ2824
 JZ2824.Superseded values are not recommended for survey control.
 JZ2824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2824.See file dsdata.txt to determine how the superseded data were derived.
 JZ2824
 JZ2824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2735754207(NAD 83)
 JZ2824_MARKER: DS = TRIANGULATION STATION DISK
 JZ2824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2824_SP_SET: CONCRETE POST
 JZ2824_STAMPING: DECATUR 1986
 JZ2824_PROJECTION: FLUSH
 JZ2824_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  6, 2006
 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  USGS QUAD   -  FOREST HILL (1993)
 JZ2825
 JZ2825                         *CURRENT SURVEY CONTROL
 JZ2825  ___________________________________________________________________
 JZ2825* NAD 83(1997)-  39 19 20.59355(N)    085 31 20.25945(W)     ADJUSTED  
 JZ2825* NAVD 88     -       275.767  (meters)     904.75   (feet)  ADJUSTED  
 JZ2825  ___________________________________________________________________
 JZ2825  X           -     385,742.846 (meters)                     COMP
 JZ2825  Y           -  -4,925,831.453 (meters)                     COMP
 JZ2825  Z           -   4,020,221.430 (meters)                     COMP
 JZ2825  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 JZ2825  ELLIP HEIGHT-         241.65  (meters)          (04/10/98) GPS OBS
 JZ2825  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ2825  DYNAMIC HT  -         275.595 (meters)     904.18  (feet)  COMP
 JZ2825  MODELED GRAV-     979,995.2   (mgal)                       NAVD 88
 JZ2825
 JZ2825  HORZ ORDER  -  B
 JZ2825  VERT ORDER  -  FIRST     CLASS II
 JZ2825  ELLP ORDER  -  FOURTH    CLASS I
 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 April 1998..
 JZ2825
 JZ2825.The orthometric height was determined by differential leveling
 JZ2825.and adjusted by the National Geodetic Survey in June 1991..
 JZ2825
 JZ2825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2825
 JZ2825.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2825
 JZ2825.The ellipsoidal height was determined by GPS observations
 JZ2825.and is referenced to NAD 83.
 JZ2825
 JZ2825.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JZ2825;SPC IN E     -   452,295.989   112,449.095   MT  0.99996857   +0 05 29.4
 JZ2825;SPC IN E     - 1,483,907.76    368,926.74   sFT  0.99996857   +0 05 29.4
 JZ2825;UTM  16      - 4,353,594.223   627,377.247   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  =   0.99993066
 JZ2825!UTM  16      -   0.99996209  x   0.99979977  =   0.99976187
 JZ2825
 JZ2825:                Primary Azimuth Mark                     Grid Az
 JZ2825:SPC IN E     -  DECATUR                                  358 56 36.1
 JZ2825:UTM  16      -  DECATUR                                  358 05 54.0
 JZ2825
 JZ2825|---------------------------------------------------------------------|
 JZ2825| PID    Reference Object                     Distance      Geod. Az  |
 JZ2825|                                                           dddmmss.s |
 JZ2825| JZ2824 DECATUR                             APPROX. 0.6 KM 3590205.5 |
 JZ2825|---------------------------------------------------------------------|
 JZ2825
 JZ2825                          SUPERSEDED SURVEY CONTROL
 JZ2825
 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 (04/10/98)  275.77   (m)          904.8    (f) LEVELING    3  
 JZ2825  NGVD 29 (02/23/89)  275.96   (m)          905.4    (f) LEVELING    3  
 JZ2825
 JZ2825.Superseded values are not recommended for survey control.
 JZ2825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2825.See file dsdata.txt to determine how the superseded data were derived.
 JZ2825
 JZ2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2737753594(NAD 83)
 JZ2825_MARKER: DZ = AZIMUTH MARK DISK
 JZ2825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2825_SP_SET: CONCRETE POST
 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 - July 21, 1998
 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
 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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2403 ***********************************************************************
 LA2403  DESIGNATION -  DECATUR CO COURTHOUSE CUPOLA
 LA2403  PID         -  LA2403
 LA2403  STATE/COUNTY-  IN/ADAMS
 LA2403  USGS QUAD   -  DECATUR (1992)
 LA2403
 LA2403                         *CURRENT SURVEY CONTROL
 LA2403  ___________________________________________________________________
 LA2403* NAD 83(1997)-  40 49 47.05286(N)    084 55 27.89836(W)     ADJUSTED  
 LA2403* NAVD 88     -                                                        
 LA2403  ___________________________________________________________________
 LA2403  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 LA2403  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 LA2403
 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
 LA2403.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2403
 LA2403.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2403
 LA2403  NAD 83(1995)-  40 49 47.05276(N)    084 55 27.90096(W) AD(       ) 4
 LA2403  NAD 83(1986)-  40 49 47.05502(N)    084 55 27.91378(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2403.See file dsdata.txt to determine how the superseded data were derived.
 LA2403
 LA2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7501421930(NAD 83)
 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     - 1955     MONUMENTED       CGS
 LA2403  HISTORY     - 1963     GOOD             CGS
 LA2403  HISTORY     - 20030703 GOOD             GEOCAC
 LA2403
 LA2403                          STATION DESCRIPTION
 LA2403
 LA2403'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (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 = OCTOBER  6, 2006
 LA2409 ***********************************************************************
 LA2409  DESIGNATION -  DECATUR GE CO WATER TANK
 LA2409  PID         -  LA2409
 LA2409  STATE/COUNTY-  IN/ADAMS
 LA2409  USGS QUAD   -  DECATUR (1992)
 LA2409
 LA2409                         *CURRENT SURVEY CONTROL
 LA2409  ___________________________________________________________________
 LA2409* NAD 83(1997)-  40 50 00.25934(N)    084 55 54.06666(W)     ADJUSTED  
 LA2409* NAVD 88     -                                                        
 LA2409  ___________________________________________________________________
 LA2409  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 LA2409  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 LA2409
 LA2409  HORZ ORDER  -  THIRD
 LA2409
 LA2409.The horizontal coordinates were established by classical geodetic methods
 LA2409.and adjusted by the National Geodetic Survey in May 1999..
 LA2409
 LA2409
 LA2409.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2409
 LA2409.The geoid height was determined by GEOID03.
 LA2409
 LA2409;                    North         East     Units Scale Factor Converg.
 LA2409;SPC IN E     -   620,318.085   161,991.425   MT  1.00001395   +0 28 50.1
 LA2409;SPC IN E     - 2,035,160.25    531,466.87   sFT  1.00001395   +0 28 50.1
 LA2409;UTM  16      - 4,522,322.368   674,391.253   MT  0.99997433   +1 21 09.8
 LA2409
 LA2409                          SUPERSEDED SURVEY CONTROL
 LA2409
 LA2409  NAD 83(1995)-  40 50 00.25917(N)    084 55 54.06913(W) AD(       ) 4
 LA2409  NAD 83(1986)-  40 50 00.26148(N)    084 55 54.08209(W) AD(       ) 4
 LA2409  NAD 27      -  40 50 00.08400(N)    084 55 54.21000(W) AD(       ) 3
 LA2409
 LA2409.Superseded values are not recommended for survey control.
 LA2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2409.See file dsdata.txt to determine how the superseded data were derived.
 LA2409
 LA2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7439122322(NAD 83)
 LA2409
 LA2409  HISTORY     - Date     Condition        Report By
 LA2409  HISTORY     - 1955     MONUMENTED       CGS
 LA2409  HISTORY     - 1963     GOOD             CGS
 LA2409  HISTORY     - 20030703 MARK NOT FOUND   GEOCAC
 LA2409
 LA2409                          STATION DESCRIPTION
 LA2409
 LA2409'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2409'THE STATION IS LOCATED IN THE NORTHERN PART OF THE TOWN OF DECATUR ON
 LA2409'GROUNDS OCCUPIED BY THE
 LA2409'GENERAL ELECTRIC CO.  IT IS 75 YARDS NORTH OF THE INTERSECTION OF
 LA2409'8TH STREET AND NUTMAN AVENUE, AND
 LA2409'60 FEET WEST OF THE RAILROAD TRACKS.
 LA2409'
 LA2409'IT IS 110 FEET HIGH, PAINTED SILVER WITH THE LEGEND G E PAINTED ON
 LA2409'IT.
 LA2409'
 LA2409'THE POINT OBSERVED WAS THE APEX OF THE TANK.
 LA2409
 LA2409                          STATION RECOVERY (1963)
 LA2409
 LA2409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2409'RECOVERED IN GOOD CONDITION ESSENTIALLY AS DESCRIBED BY W.F.D. IN
 LA2409'1955 R-NOTE, ABOUT A HALF OF A MILE NW OF THE HEART OF DECATUR, AN
 LA2409'ESTIMATED 0.2 MILE WSW OF THE FIVE HUNDRED THOUSAND GALLON
 LA2409'MUNICIPAL TANK BUILT IN 1961, ABOUT 95 YARDS N OF INTERSECTION
 LA2409'NUTTMAN AVENUE AND EIGHTH STREET, ABOUT 25 YARDS W OF MAIN-LINE
 LA2409'TRACKS OF BRANCH LINE OF PENNSYLVANIA RAILROAD, ABOUT 10 YARDS S
 LA2409'OF PROJECTED CENTER LINE OF MARSHALL STREET, A CYLINDRICAL,
 LA2409'HEMISPHERICAL-BOTTOM, CONICAL-TOP, 4-LEGGED STEEL TANK,
 LA2409'ESTIMATED 125 FEET HIGH, AND ON THE GROUNDS OF THE GENERAL
 LA2409'ELECTRIC COMPANY.
 LA2409
 LA2409                          STATION RECOVERY (2003)
 LA2409
 LA2409'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 LA2409'THE TANK IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2408 ***********************************************************************
 LA2408  DESIGNATION -  DECATUR LARGE MUNICIPAL TANK
 LA2408  PID         -  LA2408
 LA2408  STATE/COUNTY-  IN/ADAMS
 LA2408  USGS QUAD   -  DECATUR (1992)
 LA2408
 LA2408                         *CURRENT SURVEY CONTROL
 LA2408  ___________________________________________________________________
 LA2408* NAD 83(1997)-  40 50 00.24380(N)    084 55 54.03228(W)     ADJUSTED  
 LA2408* NAVD 88     -                                                        
 LA2408  ___________________________________________________________________
 LA2408  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 LA2408  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 LA2408
 LA2408  HORZ ORDER  -  THIRD
 LA2408
 LA2408.The horizontal coordinates were established by classical geodetic methods
 LA2408.and adjusted by the National Geodetic Survey in May 1999..
 LA2408
 LA2408
 LA2408.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2408
 LA2408.The geoid height was determined by GEOID03.
 LA2408
 LA2408;                    North         East     Units Scale Factor Converg.
 LA2408;SPC IN E     -   620,317.613   161,992.235   MT  1.00001395   +0 28 50.2
 LA2408;SPC IN E     - 2,035,158.70    531,469.52   sFT  1.00001395   +0 28 50.2
 LA2408;UTM  16      - 4,522,321.908   674,392.070   MT  0.99997434   +1 21 09.9
 LA2408
 LA2408                          SUPERSEDED SURVEY CONTROL
 LA2408
 LA2408  NAD 83(1995)-  40 50 00.24395(N)    084 55 54.03259(W) AD(       ) 4
 LA2408  NAD 83(1986)-  40 50 00.24601(N)    084 55 54.04754(W) AD(       ) 4
 LA2408  NAD 27      -  40 50 00.07000(N)    084 55 54.16000(W) AD(       ) 3
 LA2408
 LA2408.Superseded values are not recommended for survey control.
 LA2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2408.See file dsdata.txt to determine how the superseded data were derived.
 LA2408
 LA2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7439222322(NAD 83)
 LA2408
 LA2408  HISTORY     - Date     Condition        Report By
 LA2408  HISTORY     - UNK      MONUMENTED
 LA2408  HISTORY     - 1955     SEE DESCRIPTION  CGS
 LA2408  HISTORY     - 1963     GOOD             CGS
 LA2408  HISTORY     - 20030703 MARK NOT FOUND   GEOCAC
 LA2408
 LA2408                          STATION DESCRIPTION
 LA2408
 LA2408'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2408'THE STATION AS RECOVERED IN GOOD CONDITION.
 LA2408
 LA2408                          STATION RECOVERY (1963)
 LA2408
 LA2408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2408'VERY EVIDENTLY THE OBSERVATIONS OF 1932 PRESUMED THE TANK OBSERVED
 LA2408'TO BE THAT OF THE CITY OF DECATUR WHEREAS IT WAS ACTUALLY THE TANK
 LA2408'OF THE GENERAL ELECTRIC COMPANY, AND THEN THE OBSERVATIONS OF 1955
 LA2408'EVIDENTLY CALLED THE ONE TANK CORRECTLY IN SOME OBSERVATIONS AND
 LA2408'INCORRECTLY IN OTHER OBSERVATIONS.  THE ABOVE IS IN CONSIDERATION
 LA2408'OF THE SAME POSITION (IN WATER TANK DIMENSIONS) OF THE TWO TANKS,
 LA2408'AND THAT THE CITY ENGINEER STATED THAT THE CITY USED ONLY
 LA2408'UNDERGROUND WATER STORAGE PRIOR TO 1961.  THERE IS A
 LA2408'500,000-GALLON MUNICIPAL TANK BUILT IN 1961 ABOUT 0.2 MILE ENE
 LA2408'OF THE GENERAL ELECTRIC COMPANY TANK.  IN THE ABOVE
 LA2408'STATEMENT SAME POSITION (IN WATER TANK DIMENSIONS) OF THE TWO
 LA2408'TANKS, THE TWO TANKS REFERS TO THE AS-OF-RECORD TWO
 LA2408'TANKS.  THERE WAS NEVER BUT ONE TANK ANYWHERE NEAR THIS LOCATION
 LA2408'PRIOR TO 1961.
 LA2408
 LA2408                          STATION RECOVERY (2003)
 LA2408
 LA2408'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 LA2408'THE TANK IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2406 ***********************************************************************
 LA2406  DESIGNATION -  DECATUR MC MILLEN MILLS W ELEV
 LA2406  PID         -  LA2406
 LA2406  STATE/COUNTY-  IN/ADAMS
 LA2406  USGS QUAD   -  DECATUR (1992)
 LA2406
 LA2406                         *CURRENT SURVEY CONTROL
 LA2406  ___________________________________________________________________
 LA2406* NAD 83(1997)-  40 50 41.00073(N)    084 56 01.88276(W)     ADJUSTED  
 LA2406* NAVD 88     -                                                        
 LA2406  ___________________________________________________________________
 LA2406  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 LA2406  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 LA2406
 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
 LA2406.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2406
 LA2406.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2406
 LA2406  NAD 83(1995)-  40 50 41.00072(N)    084 56 01.88552(W) AD(       ) 4
 LA2406  NAD 83(1986)-  40 50 41.00285(N)    084 56 01.89816(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2406.See file dsdata.txt to determine how the superseded data were derived.
 LA2406
 LA2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7417923574(NAD 83)
 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 = OCTOBER  6, 2006
 KA1969 ***********************************************************************
 KA1969  DESIGNATION -  DECATURE
 KA1969  PID         -  KA1969
 KA1969  STATE/COUNTY-  IN/JOHNSON
 KA1969  USGS QUAD   -  FRANKLIN (1994)
 KA1969
 KA1969                         *CURRENT SURVEY CONTROL
 KA1969  ___________________________________________________________________
 KA1969* NAD 83(1997)-  39 26 34.66530(N)    086 00 39.09781(W)     ADJUSTED  
 KA1969* NAVD 88     -       221.72   (+/-2cm)     727.4    (feet)  VERTCON   
 KA1969  ___________________________________________________________________
 KA1969  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 KA1969  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 KA1969
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1969
 KA1969.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1969
 KA1969.The geoid height was determined by GEOID03.
 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     -   0.99997045  x   0.99997747  =   0.99994792
 KA1969!UTM  16      -   0.99997045  x   0.99968920  =   0.99965966
 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 3354753.9 |
 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  NGVD 29 (07/19/86)  221.84   (m)          727.8    (f) LEVELING    3  
 KA1969
 KA1969.Superseded values are not recommended for survey control.
 KA1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1969.See file dsdata.txt to determine how the superseded data were derived.
 KA1969
 KA1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8511666401(NAD 83)
 KA1969_MARKER: DS = TRIANGULATION STATION DISK
 KA1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA2087 ***********************************************************************
 JA2087  DESIGNATION -  DECKER STANDPIPE
 JA2087  PID         -  JA2087
 JA2087  STATE/COUNTY-  IN/KNOX
 JA2087  USGS QUAD   -  DECKER (1984)
 JA2087
 JA2087                         *CURRENT SURVEY CONTROL
 JA2087  ___________________________________________________________________
 JA2087* NAD 83(1997)-  38 30 59.79597(N)    087 31 08.67842(W)     ADJUSTED  
 JA2087* NAVD 88     -                                                        
 JA2087  ___________________________________________________________________
 JA2087  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 JA2087  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 JA2087
 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
 JA2087.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2087
 JA2087.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA2087
 JA2087  NAD 83(1986)-  38 30 59.80516(N)    087 31 08.67862(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2087.See file dsdata.txt to determine how the superseded data were derived.
 JA2087
 JA2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5474863264(NAD 83)
 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 = OCTOBER  6, 2006
 LA2105 ***********************************************************************
 LA2105  DESIGNATION -  DEDECKER
 LA2105  PID         -  LA2105
 LA2105  STATE/COUNTY-  IN/GRANT
 LA2105  USGS QUAD   -  GAS CITY (1994)
 LA2105
 LA2105                         *CURRENT SURVEY CONTROL
 LA2105  ___________________________________________________________________
 LA2105* NAD 83(1997)-  40 22 46.45762(N)    085 34 32.18647(W)     ADJUSTED  
 LA2105* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 LA2105  ___________________________________________________________________
 LA2105  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 LA2105  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 LA2105
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2105
 LA2105.The geoid height was determined by GEOID03.
 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     -   0.99996301  x   0.99996740  =   0.99993042
 LA2105!UTM  16      -   0.99996301  x   0.99977996  =   0.99974298
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2105.See file dsdata.txt to determine how the superseded data were derived.
 LA2105
 LA2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2091270861(NAD 83)
 LA2105_MARKER: DS = TRIANGULATION STATION DISK
 LA2105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2105_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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             BUTLER
 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
 LA2105'NORTHEAST OF SUMMITVILLE, 91.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LA2105'OF A BARN, 77 FEET EAST OF THE
 LA2105'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
 LA2105'INCH WITNESS POST AND A WIRE FENCE, AND ON
 LA2105'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,
 LA2105'GO SOUTH ON A MACADAM ROAD FOR 0.5 MILE TO A GRAVEL CROSSROAD, TURN
 LA2105'RIGHT (WEST) AND FOLLOW THE MAIN
 LA2105'GRAVEL ROAD FOR 3.7 MILES TO THE AZIMUTH MARK ON THE
 LA2105'RIGHT AS DESCRIBED BELOW, CONTINUE WESTERLY ON THE
 LA2105'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.
 LA2105'THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED DE DECKER NO 1
 LA2105'1955.
 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.
 LA2105'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED DE DECKER NO 2
 LA2105'1955.
 LA2105'
 LA2105'THE AZIMUTH MARK IS 44 FEET NORTH-NORTHEAST OF A POWERLINE POLE, 19
 LA2105'FEET NORTH OF THE CENTER OF
 LA2105'THE GRAVEL ROAD, 6 FEET SOUTH OF AN 18-INCH WALNUT TREE, 3.5 FEET
 LA2105'EAST OF A WHITE 4 BY 4 INCH
 LA2105'WITNESS POST, AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK PROJECTS
 LA2105'3 INCHES, AND THE DISK IS STAMPED DE
 LA2105'DECKER 1955.
 LA2105'
 LA2105'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2105
 LA2105                          STATION RECOVERY (2004)
 LA2105
 LA2105'RECOVERY NOTE BY BUTLER FAIRMAN AND SEUFERT INC 2004 (JRC)
 LA2105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1646 ***********************************************************************
 MD1646  DESIGNATION -  DEEDS
 MD1646  PID         -  MD1646
 MD1646  STATE/COUNTY-  IN/KOSCIUSKO
 MD1646  USGS QUAD   -  PIERCETON (1994)
 MD1646
 MD1646                         *CURRENT SURVEY CONTROL
 MD1646  ___________________________________________________________________
 MD1646* NAD 83(1997)-  41 14 07.97610(N)    085 44 12.69306(W)     ADJUSTED  
 MD1646* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 MD1646  ___________________________________________________________________
 MD1646  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 MD1646  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 MD1646
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1646
 MD1646.The geoid height was determined by GEOID03.
 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  =   0.99992891
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1646.See file dsdata.txt to determine how the superseded data were derived.
 MD1646
 MD1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0585465675(NAD 83)
 MD1646_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2536 ***********************************************************************
 ME2536  DESIGNATION -  DEEP
 ME2536  PID         -  ME2536
 ME2536  STATE/COUNTY-  IN/PORTER
 ME2536  USGS QUAD   -  PALMER (1992)
 ME2536
 ME2536                         *CURRENT SURVEY CONTROL
 ME2536  ___________________________________________________________________
 ME2536* NAD 83(1997)-  41 28 14.76472(N)    087 09 59.59907(W)     ADJUSTED  
 ME2536* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 ME2536  ___________________________________________________________________
 ME2536  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 ME2536  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 ME2536
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2536
 ME2536.The geoid height was determined by GEOID03.
 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  =   0.99957130
 ME2536
 ME2536:                Primary Azimuth Mark                     Grid Az
 ME2536:SPC IN W     -  LIBERTY TWP MICROWAV KSA 45 LT           059 03 08.9
 ME2536:UTM  16      -  LIBERTY TWP MICROWAV KSA 45 LT           059 06 27.6
 ME2536
 ME2536|---------------------------------------------------------------------|
 ME2536| PID    Reference Object                     Distance      Geod. Az  |
 ME2536|                                                           dddmmss.s |
 ME2536| ME2475 LIBERTY TWP MICROWAV KSA 45 LT      APPROX.12.9 KM 0585950.5 |
 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                                         2654212.2 |
 ME2536| ME2486 GARY SOUTH MUNICIPAL TANK           APPROX.16.3 KM 3001235.5 |
 ME2536| ME2489 HOBART MUNICIPAL TANK 1             APPROX.10.1 KM 3104427.9 |
 ME2536| ME2487 HOBART MUNICIPAL TANK 2             APPROX.12.0 KM 3130103.0 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2536.See file dsdata.txt to determine how the superseded data were derived.
 ME2536
 ME2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8609391032(NAD 83)
 ME2536_MARKER: DS = TRIANGULATION STATION DISK
 ME2536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2536
 ME2536  HISTORY     - Date     Condition        Report By
 ME2536  HISTORY     - 1952     MONUMENTED       CGS
 ME2536  HISTORY     - 1969     GOOD             CGS
 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
 ME2536'WEST OF VALPARAISO ON HIGHWAY
 ME2536'RIGHT-OF-WAY.  IT IS 176 FEET NORTHEAST OF THE INTERSECTION OF U.S.
 ME2536'HIGHWAY 30 AND A PAVED ROAD SOUTH,
 ME2536'131 FEET WEST OF A POWER LINE POLE, 85 FEET NORTH OF THE
 ME2536'CENTER OF THE NORTH LANE OF U.S. HIGHWAY 30
 ME2536'AND 17 FEET NORTHWEST OF A WHITE WITNESS
 ME2536'POST.  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
 ME2536'OF A POWER LINE POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2536'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
 ME2536'THE HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED DEEP NO 2
 ME2536'1952.
 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
 ME2536'POWER LINE POLE 312/268 NO. 38, 2 FEET EAST OF A WHITE WITNESS POST
 ME2536'AND 1 FOOT NORTH OF A FENCE.  THE
 ME2536'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 ME2536'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
 ME2536'MILES SOUTH OF MERRILLVILLE, GO EAST ON HIGHWAY 30 FOR 6.0 MILES TO
 ME2536'THE LAKE-PORTER COUNTY LINE,
 ME2536'CONTINUE EAST ON HIGHWAY FOR 2.3 MILES TO THE AZIMUTH MARK
 ME2536'ON THE RIGHT AS DESCRIBED, CONTINUE EAST ON
 ME2536'HIGHWAY FOR 0.4 MILE TO A PAVED SIDE ROAD
 ME2536'RIGHT AND THE STATION ON THE LEFT, NORTH SIDE OF HIGHWAY AS
 ME2536'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
 ME2536'GOOD CONDITION.
 ME2536'THE DISK AND TOP PORTION OF REFERENCE MARK 1 WAS FOUND
 ME2536'SHEARED OFF. A NEW DISK WAS SET IN
 ME2536'THE POST.  THE LINE OF SIGHT TO THE
 ME2536'AZIMUTH MARK IS BLOCKED BY TREES ABOUT 200 FEET WEST
 ME2536'OF THE STATION
 ME2536'MARK.
 ME2536'
 ME2536'THE STATION IS 152 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD
 ME2536'NORTH, 71 FEET
 ME2536'EAST OF A 20 INCH ELM TREE AND 1 FOOT EAST OF A METAL WITNESS
 ME2536'POST AND AS DESCRIBED.
 ME2536'
 ME2536'REFERENCE MARK 2 IS 150 FEET EAST OF THE CENTERLINE OF A ROAD
 ME2536'CROSSOVER, 35 FEET
 ME2536'NORTH OF THE CENTERLINE OF THE EAST BOUND LANE OF THE
 ME2536'HIGHWAY AND 31 FEET SOUTH
 ME2536'OF THE CENTERLINE OF THE WEST BOUND LANE.  THE
 ME2536'MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ME2536'DEEP NO 2 1952.
 ME2536'
 ME2536'REFERENCE MARK 3 IS 96 FEET NORTH OF THE CENTERLINE OF THE WEST
 ME2536'BOUND LANE OF THE
 ME2536'HIGHWAY, 48 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 ME2536'ROAD AND 28 FEET WEST OF A POWER
 ME2536'POLE.  THE MONUMENT IS FLUSH AND THE DISK
 ME2536'IS STAMPED DEEP 1952 NO 3 1969.
 ME2536'
 ME2536'THE AZIMUTH MARK IS 66 FEET SOUTH OF THE CENTERLINE OF THE EAST
 ME2536'BOUND LANE OF THE
 ME2536'HIGHWAY, 37 FEET NORTHEAST OF THE CENTERLINE OF A
 ME2536'DRIVEWAY AND 2 FEET WEST OF POWER
 ME2536'POLE NO. 324/925.  THE MONUMENT IS FLUSH
 ME2536'AND 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,
 ME2536'ABOUT 2 MILES SOUTHEAST OF MERRILLVILLE, GO EAST ON
 ME2536'HIGHWAY 30 FOR 3.3 MILES TO THE
 ME2536'JUNCTION OF STATE HIGHWAY 51.  CONTINUE
 ME2536'EAST ON HIGHWAY 30 FOR 4.35 MILES TO THE AZIMUTH
 ME2536'MARK ON THE RIGHT.  CONTINUE
 ME2536'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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA1467 ***********************************************************************
 HA1467  DESIGNATION -  DEER
 HA1467  PID         -  HA1467
 HA1467  STATE/COUNTY-  IN/PERRY
 HA1467  USGS QUAD   -  CANNELTON (1993)
 HA1467
 HA1467                         *CURRENT SURVEY CONTROL
 HA1467  ___________________________________________________________________
 HA1467* NAD 83(1997)-  37 57 47.79158(N)    086 39 42.83758(W)     ADJUSTED  
 HA1467* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 HA1467  ___________________________________________________________________
 HA1467  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 HA1467  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HA1467
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1467
 HA1467.The geoid height was determined by GEOID03.
 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  =   0.99987790
 HA1467!SPC KY S     -   0.99997180  x   1.00000560  =   0.99997740
 HA1467!UTM  16      -   0.99997180  x   0.99961086  =   0.99958267
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1467.See file dsdata.txt to determine how the superseded data were derived.
 HA1467
 HA1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2969901794(NAD 83)
 HA1467_MARKER: DS = TRIANGULATION STATION DISK
 HA1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1467_STAMPING: RM 1 DEER
 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 = OCTOBER  6, 2006
 LB2407 ***********************************************************************
 LB2407  DESIGNATION -  DEER CREEK
 LB2407  PID         -  LB2407
 LB2407  STATE/COUNTY-  IN/CARROLL
 LB2407  USGS QUAD   -  DEER CREEK (1962)
 LB2407
 LB2407                         *CURRENT SURVEY CONTROL
 LB2407  ___________________________________________________________________
 LB2407* NAD 83(1997)-  40 37 01.99310(N)    086 23 24.73530(W)     ADJUSTED  
 LB2407* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 LB2407  ___________________________________________________________________
 LB2407  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 LB2407  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 LB2407
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2407
 LB2407.The geoid height was determined by GEOID03.
 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;SPC IN E     -   596,303.514    38,776.009   MT  1.00001279   -0 28 15.7
 LB2407;SPC IN E     - 1,956,372.45    127,217.62   sFT  1.00001279   -0 28 15.7
 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     -   0.99997119  x   1.00000899  =   0.99998018
 LB2407!SPC IN E     -   0.99997119  x   1.00001279  =   0.99998398
 LB2407!UTM  16      -   0.99997119  x   0.99963275  =   0.99960395
 LB2407
 LB2407:                Primary Azimuth Mark                     Grid Az
 LB2407:SPC IN W     -  DEER CREEK AZ MK                         016 14 50.8
 LB2407:SPC IN E     -  DEER CREEK AZ MK                         017 10 11.0
 LB2407:UTM  16      -  DEER CREEK AZ MK                         016 18 06.1
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2407.See file dsdata.txt to determine how the superseded data were derived.
 LB2407
 LB2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5158096445(NAD 83)
 LB2407_MARKER: DS = TRIANGULATION STATION DISK
 LB2407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1986 ***********************************************************************
 JA1986  DESIGNATION -  DEGONIA
 JA1986  PID         -  JA1986
 JA1986  STATE/COUNTY-  IN/WARRICK
 JA1986  USGS QUAD   -  DE GONIA SPRINGS (1977)
 JA1986
 JA1986                         *CURRENT SURVEY CONTROL
 JA1986  ___________________________________________________________________
 JA1986* NAD 83(1997)-  38 02 09.98924(N)    087 10 48.80943(W)     ADJUSTED  
 JA1986* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 JA1986  ___________________________________________________________________
 JA1986  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 JA1986  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 JA1986
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1986
 JA1986.The geoid height was determined by GEOID03.
 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     -   0.99998358  x   0.99996756  =   0.99995114
 JA1986!UTM  16      -   0.99998358  x   0.99960308  =   0.99958667
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1986.See file dsdata.txt to determine how the superseded data were derived.
 JA1986
 JA1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8418409837(NAD 83)
 JA1986_MARKER: DS = TRIANGULATION STATION DISK
 JA1986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1986'BEGONIA SPRINGS, AND ON THE PROPERTY OF W J EDWARDS.
 JA1986'IT IS 41.7 FEET S OF THE SW
 JA1986'CORNER OF THE EDWARDS FARM BARN, 22 FEET
 JA1986'S OF AN OPEN WATER WELL, 17.5 FEET E FO A N-S
 JA1986'FENCE LINE, AND 16.4
 JA1986'FEET 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
 JA1986'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
 JA1986'E-W FENCE LINE.
 JA1986'IT IS ON THE S EDGE OF THE BARNYARD.  IT IS A BRONZE
 JA1986'REFERENCE DISK IN CONCRETE, STAMPED
 JA1986'BEGONIA NO 1 1945, AND PROJECTS 2 INCHES.
 JA1986'
 JA1986'REFERENCE MARK 2 IS 40.02 FEET NW OF THE STATION, 14 FEET NW OF AN
 JA1986'OPEN WATER WELL,
 JA1986'AND 12 FEET W OF THE SW CORNER OF THE EDWARDS FARM
 JA1986'BARN.  IT IS A BRONZE REFERENCE
 JA1986'DISK IN CONCRETE, STAMPED DEGONIA NO
 JA1986'2 1945, AND PROJECTS 2 INCHES.
 JA1986'
 JA1986'TRIANGULATION STATION OTTER WAS USED AS AZIMUTH MARK.  IT IS LOCATED
 JA1986'IN THE NW CORNER
 JA1986'OF A CULTIVATED FIELD, 40 FEET S OF THE APPROXIMATE
 JA1986'CENTER LINE OF A GRAVELED ROAD, 34
 JA1986'FEET E OF THE APPROXIMATE CENTER
 JA1986'LINE OF STATE HIGHWAY 161, 18 FEET NE OF A POWER LINE
 JA1986'POLE, AND 7
 JA1986'FEET 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
 JA1986'STATE HIGHWAY 62 FOR 5.0 MILE TO THE JUNCTION OF
 JA1986'STATE HIGHWAY 161 AND A GRAVELED ROAD
 JA1986'STRAIGHT AHEAD.  (TRIANGULATION
 JA1986'STATION OTTER IS ON THE RIGHT AS DESCRIBED.) CONTINUE E
 JA1986'ON GRAVELED ROAD
 JA1986'FOR 0.35 MILE TO A FARM DRIVEWAY ON THE RIGHT, TURN RIGHT INTO
 JA1986'DRIVEWAY.  AND GO 0.1
 JA1986'MILE TO THE EDWARDS FARMHOUSE ON THE
 JA1986'RIGHT.  CONTINUE ON TO THE FARM BARN AND
 JA1986'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
 JA1986'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 JA1986'MEASURED AND A SMALL CHANGE WAS
 JA1986'FOUND ON EACH.  A COMPLETE
 JA1986'DESCRIPTION FOLLOWS-
 JA1986'
 JA1986'THE STATION IS LOCATED APPROXIMATELY 5 MILES EAST OF BOONVILLE ON
 JA1986'PROPERTY OWNED AND
 JA1986'OCCUPIED BY W J EDWARD, 1.3 MILES SOUTH OF DEGONIA SPRINGS,
 JA1986'0.4 MILE SOUTH OF THE
 JA1986'JUNCTION OF STATE HIGHWAYS 62 AND 161, 42 FEET
 JA1986'SOUTHWEST OF THE SOUTHWEST CORNER OF A
 JA1986'BARN AND 24 FEET NORTHEAST OF
 JA1986'FENCE CORNER.  THE MARK IS FLUSH WITH THE GROUND AND THE
 JA1986'DISK IS
 JA1986'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
 JA1986'CORNER OF A BARN AND 8 FEET WEST OF THE CENTERLINE OF A
 JA1986'FARM LANE AND GATE.  THE MARK
 JA1986'PROJECTS 1 INCH AND THE DISK IS STAMPED
 JA1986'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,
 JA1986'13 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARN
 JA1986'AND 1 FOOT WEST OF A FENCELINE.
 JA1986'THE MARK PROJECTS 3 INCHES AND THE
 JA1986'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
 JA1986'STATION, 50 FEET SOUTHEAST OF THE INTERSECTION OF
 JA1986'THE CENTERLINES OF A CROSS ROAD, 9
 JA1986'FFET WEST OF THE NORTHWEST CORNER
 JA1986'OF A CULTIVATED FIELD AND 6 FEET EAST OF A WITNESS
 JA1986'POST.  THE MARK
 JA1986'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
 JA1986'OF THE SQUARE IN BOONVILLE, GO EAST ON HIGHWAY 62
 JA1986'FOR 4.9 MILES TO THE JUNCTION WITH
 JA1986'STATE HIGHWAY 161.  STATION OTTER
 JA1986'WHICH IS USED AS THE AZIMUTH MARK IS LOCATED HERE IN
 JA1986'THE SOUTHEAST
 JA1986'ANGLE OF THE CROSSROAD.  THEN CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD
 JA1986'FOR 0.35 MILE TO
 JA1986'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 = OCTOBER  6, 2006
 MD1529 ***********************************************************************
 MD1529  DESIGNATION -  DEKALB
 MD1529  PID         -  MD1529
 MD1529  STATE/COUNTY-  IN/DE KALB
 MD1529  USGS QUAD   -  AUBURN (1981)
 MD1529
 MD1529                         *CURRENT SURVEY CONTROL
 MD1529  ___________________________________________________________________
 MD1529* NAD 83(1997)-  41 15 56.72590(N)    085 04 39.39411(W)     ADJUSTED  
 MD1529* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 MD1529  ___________________________________________________________________
 MD1529  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 MD1529  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 MD1529
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1529
 MD1529.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1529.See file dsdata.txt to determine how the superseded data were derived.
 MD1529
 MD1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6102970041(NAD 83)
 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     SEE DESCRIPTION  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
 MD1529'AUBURN, ALONG STATE HIGHWAY 427.  IT IS
 MD1529'77 FEET NORTHEAST OF THE CENTERLINES OF HIGHWAY 427 AND A GRAVEL
 MD1529'ROAD, 52 FEET EAST OF THE
 MD1529'CENTERLINE OF HIGHWAY 427 AND 4 FEET WEST OF A FENCELINE.  THE MARK
 MD1529'PROJECTS 2 INCHES AND THE DISK IS STAMPED
 MD1529'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
 MD1529'WITNESS POST AND 50 FEET WEST OF THE CENTERLINE OF HIGHWAY 427.  THE
 MD1529'MARK PROJECTS 2 INCHES AND THE DISK
 MD1529'IS 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
 MD1529'GRAVEL ROAD AND 3 FEET SOUTHWEST OF A POLE.  THE MARK PROJECTS 2
 MD1529'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
 MD1529'2 FEET SOUTH OF A POLE AND 40
 MD1529'FEET WEST OF THE CENTERLINE OF HIGHWAY 427.  THE MARK PROJECTS 2
 MD1529'INCHES AND THE DISK IS STAMPED
 MD1529'DEKALB NO 2 1946.
 MD1529'
 MD1529'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 427 AND 8 IN
 MD1529'THE TOWN OF AUBURN, GO SOUTH
 MD1529'ON HIGHWAY 427 FOR 7.2 MILES TO COUNTY LINE AND STATION ON LEFT AS
 MD1529'DESCRIBED.
 MD1529'
 MD1529'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 427
 MD1529'FOR 0.3 MILE TO THE AZIMUTH
 MD1529'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
 MD1529'ALLEN-DEKALB COUNTY LINE ROAD, AN ESTIMATED 150 YARDS NW OF 4-LEGGED
 MD1529'STEEL MICROWAVE RELAY TOWER,
 MD1529'53 FEET E OF CENTER LINE OF HWY., 57 FEET N OF CENTER LINE OF
 MD1529'COUNTY LINE ROAD, 1A AND 7A MARKS STAMPED
 MD1529'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
 MD1529'IN AZIMUTH 37 DEG 58 MIN FROM THE STATION, 47-1/2 FEET W OF CENTER
 MD1529'LINE OF HWY., 69 FEET S OF CENTER LINE OF
 MD1529'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
 MD1529'15 MIN FROM THE STATION, 119 FEET N OF CENTER LINE OF GRAVEL ROAD,
 MD1529'50-1/2 FEET E OF CENTER LINE OF HWY., 0.5 FOOT
 MD1529'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
 MD1529'STATION, 49 FEET W OF CENTER LINE OF HWY., 0.1 FOOT HIGHER THAN SAME,
 MD1529'30 FEET N OF AN OBSTRUCTING TELEPHONE POLE
 MD1529'(ON LINE TO STATION), AND 1.8 FEET S OF STEEL WITNESS
 MD1529'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8901 ***********************************************************************
 AH8901  CBN         -  This is a Cooperative Base Network Control Station.
 AH8901  DESIGNATION -  DEKALB
 AH8901  PID         -  AH8901
 AH8901  STATE/COUNTY-  IN/DE KALB
 AH8901  USGS QUAD   -  AUBURN (1981)
 AH8901
 AH8901                         *CURRENT SURVEY CONTROL
 AH8901  ___________________________________________________________________
 AH8901* NAD 83(1997)-  41 18 30.18390(N)    085 03 58.08649(W)     ADJUSTED  
 AH8901* NAVD 88     -       266.6    (meters)     875.     (feet)  GPS OBS   
 AH8901  ___________________________________________________________________
 AH8901  X           -     412,675.447 (meters)                     COMP
 AH8901  Y           -  -4,780,448.848 (meters)                     COMP
 AH8901  Z           -   4,188,364.127 (meters)                     COMP
 AH8901  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 AH8901  ELLIP HEIGHT-         233.39  (meters)          (09/23/04) GPS OBS
 AH8901  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 AH8901
 AH8901  HORZ ORDER  -  B
 AH8901  ELLP ORDER  -  FOURTH    CLASS I
 AH8901
 AH8901.The horizontal coordinates were established by GPS observations
 AH8901.and adjusted by the National Geodetic Survey in March 1999..
 AH8901
 AH8901.The orthometric height was determined by GPS observations and a
 AH8901.high-resolution geoid model.
 AH8901
 AH8901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8901
 AH8901.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8901
 AH8901.The ellipsoidal height was determined by GPS observations
 AH8901.and is referenced to NAD 83.
 AH8901
 AH8901.The geoid height was determined by GEOID03.
 AH8901
 AH8901;                    North         East     Units Scale Factor Converg.
 AH8901;SPC IN E     -   672,979.239   150,288.046   MT  0.99999778   +0 23 47.1
 AH8901;SPC IN E     - 2,207,932.72    493,070.03   sFT  0.99999778   +0 23 47.1
 AH8901;UTM  16      - 4,574,795.362   661,884.591   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                          SUPERSEDED SURVEY CONTROL
 AH8901
 AH8901  ELLIP H (03/12/99)  233.42   (m)                       GP(       ) 1 1
 AH8901
 AH8901.Superseded values are not recommended for survey control.
 AH8901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8901.See file dsdata.txt to determine how the superseded data were derived.
 AH8901
 AH8901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6188574795(NAD 83)
 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 - May 13, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1220 ***********************************************************************
 LA1220  DESIGNATION -  DEL G 11
 LA1220  PID         -  LA1220
 LA1220  STATE/COUNTY-  IN/DELAWARE
 LA1220  USGS QUAD   -  MUNCIE WEST (1992)
 LA1220
 LA1220                         *CURRENT SURVEY CONTROL
 LA1220  ___________________________________________________________________
 LA1220* NAD 83(1986)-  40 13 54.     (N)    085 24 36.     (W)     SCALED    
 LA1220* NAVD 88     -       283.765  (meters)     930.99   (feet)  ADJUSTED  
 LA1220  ___________________________________________________________________
 LA1220  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 LA1220  DYNAMIC HT  -         283.615 (meters)     930.49  (feet)  COMP
 LA1220  MODELED GRAV-     980,090.7   (mgal)                       NAVD 88
 LA1220
 LA1220  VERT ORDER  -  SECOND    CLASS 0
 LA1220
 LA1220.The horizontal coordinates were scaled from a topographic map and have
 LA1220.an estimated accuracy of +/- 6 seconds.
 LA1220
 LA1220.The orthometric height was determined by differential leveling
 LA1220.and adjusted by the National Geodetic Survey in June 1991..
 LA1220
 LA1220.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1220.See file dsdata.txt to determine how the superseded data were derived.
 LA1220
 LA1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK352546(NAD 83)
 LA1220_MARKER: DD = SURVEY DISK
 LA1220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1220_SP_SET: BRIDGE
 LA1220_STAMPING: DEL G 11
 LA1220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1220
 LA1220  HISTORY     - Date     Condition        Report By
 LA1220  HISTORY     - UNK      MONUMENTED       INHD
 LA1220  HISTORY     - 1947     GOOD             NGS
 LA1220
 LA1220                          STATION DESCRIPTION
 LA1220
 LA1220'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1205 ***********************************************************************
 LA1205  DESIGNATION -  DEL G 6
 LA1205  PID         -  LA1205
 LA1205  STATE/COUNTY-  IN/DELAWARE
 LA1205  USGS QUAD   -  EATON (1981)
 LA1205
 LA1205                         *CURRENT SURVEY CONTROL
 LA1205  ___________________________________________________________________
 LA1205* NAD 83(1986)-  40 20 35.     (N)    085 22 11.     (W)     SCALED    
 LA1205* NAVD 88     -       277.864  (meters)     911.63   (feet)  ADJUSTED  
 LA1205  ___________________________________________________________________
 LA1205  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 LA1205  DYNAMIC HT  -         277.721 (meters)     911.16  (feet)  COMP
 LA1205  MODELED GRAV-     980,102.5   (mgal)                       NAVD 88
 LA1205
 LA1205  VERT ORDER  -  SECOND    CLASS 0
 LA1205
 LA1205.The horizontal coordinates were scaled from a topographic map and have
 LA1205.an estimated accuracy of +/- 6 seconds.
 LA1205
 LA1205.The orthometric height was determined by differential leveling
 LA1205.and adjusted by the National Geodetic Survey in June 1991..
 LA1205
 LA1205.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1205.See file dsdata.txt to determine how the superseded data were derived.
 LA1205
 LA1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK384671(NAD 83)
 LA1205_MARKER: DD = SURVEY DISK
 LA1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1205_STAMPING: DEL G 6
 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             NGS
 LA1205
 LA1205                          STATION DESCRIPTION
 LA1205
 LA1205'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1188 ***********************************************************************
 LA1188  DESIGNATION -  DEL G 7
 LA1188  PID         -  LA1188
 LA1188  STATE/COUNTY-  IN/DELAWARE
 LA1188  USGS QUAD   -  EATON (1981)
 LA1188
 LA1188                         *CURRENT SURVEY CONTROL
 LA1188  ___________________________________________________________________
 LA1188* NAD 83(1986)-  40 21 50.     (N)    085 22 08.     (W)     SCALED    
 LA1188* NAVD 88     -       283.423  (meters)     929.86   (feet)  ADJUSTED  
 LA1188  ___________________________________________________________________
 LA1188  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 LA1188  DYNAMIC HT  -         283.277 (meters)     929.38  (feet)  COMP
 LA1188  MODELED GRAV-     980,104.6   (mgal)                       NAVD 88
 LA1188
 LA1188  VERT ORDER  -  SECOND    CLASS 0
 LA1188
 LA1188.The horizontal coordinates were scaled from a topographic map and have
 LA1188.an estimated accuracy of +/- 6 seconds.
 LA1188
 LA1188.The orthometric height was determined by differential leveling
 LA1188.and adjusted by the National Geodetic Survey in June 1991..
 LA1188
 LA1188.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1188.See file dsdata.txt to determine how the superseded data were derived.
 LA1188
 LA1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK384694(NAD 83)
 LA1188_MARKER: DD = SURVEY DISK
 LA1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1188_STAMPING: DEL G 7
 LA1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1188+STABILITY: SURFACE MOTION
 LA1188
 LA1188  HISTORY     - Date     Condition        Report By
 LA1188  HISTORY     - UNK      MONUMENTED       INHD
 LA1188  HISTORY     - 1947     GOOD             NGS
 LA1188
 LA1188                          STATION DESCRIPTION
 LA1188
 LA1188'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1677 ***********************************************************************
 JA1677  DESIGNATION -  DELANEY
 JA1677  PID         -  JA1677
 JA1677  STATE/COUNTY-  IN/WASHINGTON
 JA1677  USGS QUAD   -  KOSSUTH (1994)
 JA1677
 JA1677                         *CURRENT SURVEY CONTROL
 JA1677  ___________________________________________________________________
 JA1677* NAD 83(1997)-  38 39 47.16356(N)    086 00 04.47313(W)     ADJUSTED  
 JA1677* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 JA1677  ___________________________________________________________________
 JA1677  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 JA1677  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JA1677
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1677
 JA1677.The geoid height was determined by GEOID03.
 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     -   0.99996103  x   0.99997710  =   0.99993813
 JA1677!UTM  16      -   0.99996103  x   0.99969298  =   0.99965402
 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 USGS 1946                    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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1677.See file dsdata.txt to determine how the superseded data were derived.
 JA1677
 JA1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8689479865(NAD 83)
 JA1677_MARKER: DS = TRIANGULATION STATION DISK
 JA1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA1967 ***********************************************************************
 KA1967  DESIGNATION -  DELAWARE
 KA1967  PID         -  KA1967
 KA1967  STATE/COUNTY-  IN/JOHNSON
 KA1967  USGS QUAD   -  FRANKLIN (1994)
 KA1967
 KA1967                         *CURRENT SURVEY CONTROL
 KA1967  ___________________________________________________________________
 KA1967* NAD 83(1997)-  39 27 38.25993(N)    086 01 21.10220(W)     ADJUSTED  
 KA1967* NAVD 88     -       222.70   (+/-2cm)     730.6    (feet)  VERTCON   
 KA1967  ___________________________________________________________________
 KA1967  LAPLACE CORR-          -4.84  (seconds)                    DEFLEC99
 KA1967  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 KA1967
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1967
 KA1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1967
 KA1967.The geoid height was determined by GEOID03.
 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     -   0.99997029  x   0.99997821  =   0.99994850
 KA1967!UTM  16      -   0.99997029  x   0.99968706  =   0.99965736
 KA1967
 KA1967:                Primary Azimuth Mark                     Grid Az
 KA1967:SPC IN E     -  DECALB                                   143 49 00.7
 KA1967:UTM  16      -  DECALB                                   142 58 09.9
 KA1967
 KA1967|---------------------------------------------------------------------|
 KA1967| PID    Reference Object                     Distance      Geod. Az  |
 KA1967|                                                           dddmmss.s |
 KA1967| KA1968 DECALB                              APPROX. 0.5 KM 1433526.5 |
 KA1967| KA1973 FRANKLIN MASONIC HOME TOWER         APPROX. 2.3 KM 3024650.8 |
 KA1967| KA1963 FRANKLIN COURTHOUSE DOME            APPROX. 3.5 KM 3073213.9 |
 KA1967| KA1964 FRANKLIN PRESB CHURCH STEEPLE       APPROX. 3.6 KM 3111232.1 |
 KA1967| KA1972 FRANKLIN COLLEGE STEEPLE            APPROX. 3.0 KM 3140600.9 |
 KA1967| CC8609 DELAWARE RM                          13.820 METERS 31643     |
 KA1967| KA1970 FRANKLIN MFG CO WATER TANK          APPROX. 4.0 KM 3261545.1 |
 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  NGVD 29 (07/19/86)  222.82   (m)          731.0    (f) LEVELING    3  
 KA1967
 KA1967.Superseded values are not recommended for survey control.
 KA1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1967.See file dsdata.txt to determine how the superseded data were derived.
 KA1967
 KA1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8409068351(NAD 83)
 KA1967_MARKER: DS = TRIANGULATION STATION DISK
 KA1967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME0320 ***********************************************************************
 ME0320  DESIGNATION -  DELONG
 ME0320  PID         -  ME0320
 ME0320  STATE/COUNTY-  IN/FULTON
 ME0320  USGS QUAD   -  CULVER (1980)
 ME0320
 ME0320                         *CURRENT SURVEY CONTROL
 ME0320  ___________________________________________________________________
 ME0320* NAD 83(1997)-  41 08 17.10890(N)    086 24 53.47567(W)     ADJUSTED  
 ME0320* NAVD 88     -       225.999  (meters)     741.47   (feet)  ADJUSTED  
 ME0320  ___________________________________________________________________
 ME0320  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 ME0320  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME0320  DYNAMIC HT  -         225.907 (meters)     741.16  (feet)  COMP
 ME0320  MODELED GRAV-     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
 ME0320.and adjusted by the National Geodetic Survey in June 1991..
 ME0320.WARNING-Repeat measurements at this control monument indicate possible
 ME0320.vertical movement.
 ME0320
 ME0320.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME0320
 ME0320.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  226.122  (m)          741.87   (f) ADJ UNCH    2 0
 ME0320
 ME0320.Superseded values are not recommended for survey control.
 ME0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0320.See file dsdata.txt to determine how the superseded data were derived.
 ME0320
 ME0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4910954251(NAD 83)
 ME0320_MARKER: DS = TRIANGULATION STATION DISK
 ME0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0320_STAMPING: DELONG 1920
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 ME0321 ***********************************************************************
 ME0321  DESIGNATION -  DELONG RM
 ME0321  PID         -  ME0321
 ME0321  STATE/COUNTY-  IN/FULTON
 ME0321  USGS QUAD   -  CULVER (1980)
 ME0321
 ME0321                         *CURRENT SURVEY CONTROL
 ME0321  ___________________________________________________________________
 ME0321* NAD 83(1986)-  41 08 17.     (N)    086 24 53.     (W)     SCALED    
 ME0321* NAVD 88     -       223.469  (meters)     733.16   (feet)  ADJUSTED  
 ME0321  ___________________________________________________________________
 ME0321  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME0321  DYNAMIC HT  -         223.378 (meters)     732.87  (feet)  COMP
 ME0321  MODELED GRAV-     980,212.4   (mgal)                       NAVD 88
 ME0321
 ME0321  VERT ORDER  -  SECOND    CLASS 0
 ME0321
 ME0321.The horizontal coordinates were scaled from a topographic map and have
 ME0321.an estimated accuracy of +/- 6 seconds.
 ME0321
 ME0321.The orthometric height was determined by differential leveling
 ME0321.and adjusted by the National Geodetic Survey in June 1991..
 ME0321.WARNING-Repeat measurements at this control monument indicate possible
 ME0321.vertical movement.
 ME0321
 ME0321.The geoid height was determined by GEOID03.
 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     -   654,160.       37,200.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0321.See file dsdata.txt to determine how the superseded data were derived.
 ME0321
 ME0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL491542(NAD 83)
 ME0321_MARKER: DR = REFERENCE MARK DISK
 ME0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0321_STAMPING: DELONG 1920
 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             NGS
 ME0321
 ME0321                          STATION DESCRIPTION
 ME0321
 ME0321'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2637 ***********************************************************************
 LB2637  DESIGNATION -  DELPHI
 LB2637  PID         -  LB2637
 LB2637  STATE/COUNTY-  IN/CARROLL
 LB2637  USGS QUAD   -  DELPHI (1979)
 LB2637
 LB2637                         *CURRENT SURVEY CONTROL
 LB2637  ___________________________________________________________________
 LB2637* NAD 83(1997)-  40 36 54.83397(N)    086 37 41.66814(W)     ADJUSTED  
 LB2637* NAVD 88     -       195.     (meters)     640.     (feet)  SCALED    
 LB2637  ___________________________________________________________________
 LB2637  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 LB2637  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 LB2637
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2637
 LB2637.The geoid height was determined by GEOID03.
 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     -   0.99997476  x   0.99998491  =   0.99995967
 LB2637!UTM  16      -   0.99997476  x   0.99961217  =   0.99958694
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2637.See file dsdata.txt to determine how the superseded data were derived.
 LB2637
 LB2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3144796112(NAD 83)
 LB2637_MARKER: DS = TRIANGULATION STATION DISK
 LB2637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2548 ***********************************************************************
 ME2548  DESIGNATION -  DEMOTTE
 ME2548  PID         -  ME2548
 ME2548  STATE/COUNTY-  IN/JASPER
 ME2548  USGS QUAD   -  DEMOTTE (1992)
 ME2548
 ME2548                         *CURRENT SURVEY CONTROL
 ME2548  ___________________________________________________________________
 ME2548* NAD 83(1997)-  41 12 28.32269(N)    087 11 55.21718(W)     ADJUSTED  
 ME2548* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 ME2548  ___________________________________________________________________
 ME2548  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 ME2548  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 ME2548
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2548
 ME2548.The geoid height was determined by GEOID03.
 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     -   0.99997298  x   0.99996782  =   0.99994081
 ME2548!UTM  16      -   0.99997298  x   0.99960341  =   0.99957641
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2548.See file dsdata.txt to determine how the superseded data were derived.
 ME2548
 ME2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8334461852(NAD 83)
 ME2548_MARKER: DS = TRIANGULATION STATION DISK
 ME2548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2548
 ME2548  HISTORY     - Date     Condition        Report By
 ME2548  HISTORY     - 1952     MONUMENTED       CGS
 ME2548  HISTORY     - 1968     GOOD             CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2376 ***********************************************************************
 ME2376  DESIGNATION -  DENHAM
 ME2376  PID         -  ME2376
 ME2376  STATE/COUNTY-  IN/PULASKI
 ME2376  USGS QUAD   -  DENHAM (1962)
 ME2376
 ME2376                         *CURRENT SURVEY CONTROL
 ME2376  ___________________________________________________________________
 ME2376* NAD 83(1997)-  41 09 44.66468(N)    086 41 41.58523(W)     ADJUSTED  
 ME2376* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 ME2376  ___________________________________________________________________
 ME2376  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 ME2376  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 ME2376
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2376
 ME2376.The geoid height was determined by GEOID03.
 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     -   0.99997064  x   0.99997974  =   0.99995038
 ME2376!UTM  16      -   0.99997064  x   0.99960806  =   0.99957871
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2376.See file dsdata.txt to determine how the superseded data were derived.
 ME2376
 ME2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2559856831(NAD 83)
 ME2376_MARKER: DS = TRIANGULATION STATION DISK
 ME2376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2376'JUDSON AND 1-1/2 MILES NORTHEAST OF DENHAM.  IT IS ABOUT 0.2 MILE
 ME2376'EAST OF A GRAVEL ROAD, 138 FEET
 ME2376'NORTHEAST OF A FENCE AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE
 ME2376'MARK PROJECTS ABOUT 2 INCHES AND THE
 ME2376'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
 ME2376'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED DENHAM NO 1
 ME2376'1948.
 ME2376'
 ME2376'REFERENCE MARK NO. 2 IS 97.36 FEET SOUTHWEST OF STATION.  IT IS 41
 ME2376'FEET NORTHEAST OF A FENCE.
 ME2376'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED DENHAM NO 2
 ME2376'1948.
 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
 ME2376'FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 ME2376'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
 ME2376'HIGHWAY 10 FOR 4.1 MILES TO A CROSS ROADS, TURN RIGHT AND GO SOUTH ON
 ME2376'PAVED ROAD FOR 2.0 MILES TO A CROSS
 ME2376'ROADS AND END OF PAVED ROAD, CONTINUE STRAIGHT AHEAD ON GRAVEL
 ME2376'ROAD FOR 1.6 MILES TO A FARM DRIVE ON
 ME2376'LEFT.* TURN LEFT INTO DRIVE AND GO ABOUT 0.2 MILE,
 ME2376'KEEPING SOUTH OF A LARGE BARN THROUGH BARN LOT TO TOP OF
 ME2376'A SANDY WOODED KNOLL AND STATION AS
 ME2376'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
 ME2376'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
 ME2376'TO ALL MARKS CHECKED.  THE OLD DESCRIPTION IS ADEQUATE WITH THE
 ME2376'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
 ME2376'IN GOOD CONDITION
 ME2376'AFTER A LONG SEARCH.  THE DESCRIPTION TO THE STATION
 ME2376'WAS VERY POOR.  THE STATION SITE IS
 ME2376'COMPLETLY COVERED BY BRIARS AND
 ME2376'BRUSH AND THE STATION WAS FOUND AFTER 2 TRIPS.  A NEW
 ME2376'AND WHAT IS
 ME2376'THOUGHT TO BE A BETTER DESCRIPTION FOLLOWS- THE STATION WAS NOT
 ME2376'OCCUPIED DUE TO THE
 ME2376'BRIARS AND BRUSH.
 ME2376'
 ME2376'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF WINAMAC, 5
 ME2376'MILES SOUTHEAST OF
 ME2376'NORTH JUDSON, ABOUT 500 FEET EAST OF THE WEST END
 ME2376'OF A RIDGE RUNNING EAST AND WEST, 1
 ME2376'FOOT WEST OF A METAL WITNESS POST,
 ME2376'135 FEET NORTHEAST OF AN OLD FENCE LINE, 23 FEET EAST
 ME2376'OF A 10 INCH OAK
 ME2376'TREE WITH A TRIANGULAR BLAZE ON THE WEST SIDE AND 34 FEET SOUTHEAST
 ME2376'OF A 14 INCH OAK
 ME2376'TREE WITH A TRIANGULAR BLAZE ON THE SOUTHEAST SIDE.  THE
 ME2376'MONUMENT IS FLUSH AND THE DISK
 ME2376'IS STAMPED DENHAM 1948.
 ME2376'
 ME2376'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND
 ME2376'39 AT NORTH
 ME2376'JUDSON, GO EAST ON HIGHWAY 10 FOR 4.1 MILES TO A PAVED
 ME2376'CROSSROAD.  TURN RIGHT AND GO
 ME2376'SOUTH ON RANGE ROAD FOR 2.0 MILES TO A
 ME2376'CROSSROAD.  CONTINUE SOUTH ON RANGE ROAD FOR 1.6
 ME2376'MILES TO A FARM ROAD
 ME2376'LEFT.* TURN LEFT AND GO EAST ON THE SANDY ROAD FOR 0.1 MILE TO THE
 ME2376'TOP OF SMALL GRADE
 ME2376'AND POINT WHERE THE ROAD GOES NORTHEAST.  AT THIS POINT
 ME2376'GO EASTERLY ON RIDGE FOR ABOUT
 ME2376'500 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
 ME2376'OAK TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE AND 26 FEET
 ME2376'SOUTHWEST OF A 12 INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE
 ME2376'SOUTH SIDE.
 ME2376'THE MONUMENT PROJECTS 3 INCHES AND THE
 ME2376'DISK IS STAMPED DENHAM NO 1
 ME2376'1948.
 ME2376'
 ME2376'REFERENCE MARK 2 IS 41 FEET NORTH OF THE OLD FENCE LINE, 1 FOOT
 ME2376'SOUTH OF A METAL
 ME2376'WITNESS POST, 22 FEET NORTHWEST OF A 12 INCH OAK TREE
 ME2376'AND 21 FEET SOUTHWEST OF A 14 INCH
 ME2376'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
 ME2376'AND 1 FOOT NORTH
 ME2376'OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 3
 ME2376'INCHES AND THE DISK IS STAMPED
 ME2376'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 = OCTOBER  6, 2006
 LB2362 ***********************************************************************
 LB2362  DESIGNATION -  DENVER
 LB2362  PID         -  LB2362
 LB2362  STATE/COUNTY-  IN/MIAMI
 LB2362  USGS QUAD   -  TWELVE MILE (1991)
 LB2362
 LB2362                         *CURRENT SURVEY CONTROL
 LB2362  ___________________________________________________________________
 LB2362* NAD 83(1997)-  40 51 57.18311(N)    086 08 15.17320(W)     ADJUSTED  
 LB2362* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 LB2362  ___________________________________________________________________
 LB2362  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 LB2362  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LB2362
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2362
 LB2362.The geoid height was determined by GEOID03.
 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     -   0.99996692  x   0.99998605  =   0.99995297
 LB2362!UTM  16      -   0.99996692  x   0.99966502  =   0.99963195
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2362.See file dsdata.txt to determine how the superseded data were derived.
 LB2362
 LB2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7268124227(NAD 83)
 LB2362_MARKER: DS = TRIANGULATION STATION DISK
 LB2362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2363 ***********************************************************************
 LB2363  DESIGNATION -  DENVER 2
 LB2363  PID         -  LB2363
 LB2363  STATE/COUNTY-  IN/MIAMI
 LB2363  USGS QUAD   -  TWELVE MILE (1991)
 LB2363
 LB2363                         *CURRENT SURVEY CONTROL
 LB2363  ___________________________________________________________________
 LB2363* NAD 83(1997)-  40 51 57.54512(N)    086 08 15.05523(W)     ADJUSTED  
 LB2363* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 LB2363  ___________________________________________________________________
 LB2363  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 LB2363  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LB2363
 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.No horizontal observational check was made to the station.
 LB2363
 LB2363.The orthometric height was scaled from a topographic map.
 LB2363
 LB2363.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2363
 LB2363.The geoid height was determined by GEOID03.
 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     -   0.99996692  x   0.99998605  =   0.99995297
 LB2363!UTM  16      -   0.99996692  x   0.99966502  =   0.99963195
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2363.See file dsdata.txt to determine how the superseded data were derived.
 LB2363
 LB2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7268324238(NAD 83)
 LB2363_MARKER: DS = TRIANGULATION STATION DISK
 LB2363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2363_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LB2363
 LB2363  HISTORY     - Date     Condition        Report By
 LB2363  HISTORY     - 1973     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0250 ***********************************************************************
 JA0250  DESIGNATION -  DEPAUW
 JA0250  PID         -  JA0250
 JA0250  STATE/COUNTY-  IN/HARRISON
 JA0250  USGS QUAD   -  DEPAUW (1994)
 JA0250
 JA0250                         *CURRENT SURVEY CONTROL
 JA0250  ___________________________________________________________________
 JA0250* NAD 83(1997)-  38 19 53.64664(N)    086 11 42.67624(W)     ADJUSTED  
 JA0250* NAVD 88     -       259.650  (meters)     851.87   (feet)  ADJUSTED  
 JA0250  ___________________________________________________________________
 JA0250  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 JA0250  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JA0250  DYNAMIC HT  -         259.468 (meters)     851.27  (feet)  COMP
 JA0250  MODELED GRAV-     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
 JA0250.and adjusted by the National Geodetic Survey in June 1991..
 JA0250
 JA0250.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0250
 JA0250.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996449  x   0.99999295  =   0.99995744
 JA0250!UTM  16      -   0.99996449  x   0.99966093  =   0.99962543
 JA0250
 JA0250|---------------------------------------------------------------------|
 JA0250| PID    Reference Object                     Distance      Geod. Az  |
 JA0250|                                                           dddmmss.s |
 JA0250| CG8496 DEPAUW RM 1                          15.730 METERS 01714     |
 JA0250| CG8497 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
 JA0250.Superseded values are not recommended for survey control.
 JA0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0250.See file dsdata.txt to determine how the superseded data were derived.
 JA0250
 JA0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7034242911(NAD 83)
 JA0250_MARKER: DS = TRIANGULATION STATION DISK
 JA0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0250_STAMPING: DEPAUW 1946
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 JA1811 ***********************************************************************
 JA1811  DESIGNATION -  DERBY
 JA1811  PID         -  JA1811
 JA1811  STATE/COUNTY-  IN/PERRY
 JA1811  USGS QUAD   -  DERBY (1993)
 JA1811
 JA1811                         *CURRENT SURVEY CONTROL
 JA1811  ___________________________________________________________________
 JA1811* NAD 83(1997)-  38 01 15.87302(N)    086 32 24.98095(W)     ADJUSTED  
 JA1811* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 JA1811  ___________________________________________________________________
 JA1811  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 JA1811  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JA1811
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1811
 JA1811.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1811.See file dsdata.txt to determine how the superseded data were derived.
 JA1811
 JA1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4035108253(NAD 83)
 JA1811_MARKER: DS = TRIANGULATION STATION DISK
 JA1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1811'13 FEET EAST OF A STANDARD REFERENCE POST.  THE
 JA1811'MARK PROJECTS 6 INCHES AND THE DISK
 JA1811'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
 JA1811'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED DERBY NO 1 1946.
 JA1811'
 JA1811'REFERENCE MARK NO 2 IS 55.26 FEET WEST-SOUTHWEST OF THE STATION AND
 JA1811'48 FEET SOUTHWEST OF A
 JA1811'STANDARD REFERENCE POST.  THE MARK PROJECTS 3 INCHES
 JA1811'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
 JA1811'AND 6 FEET EAST OF THE APPROXIMATE CENTERLINE OF A
 JA1811'TRACK ROAD.  THE MARK PROJECTS 2
 JA1811'INCHES AND THE DISK IS STAMPED 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
 JA1811'TO A SIDE ROAD LEFT, THENCE LEFT AND GO SOUTH 0.8 MILE
 JA1811'TO A POINT ON TOP OF HILL WHERE
 JA1811'GRAVEL ROAD TURNS SHARP RIGHT, LEAVE
 JA1811'GRAVEL AND FOLLOW ON TRACK ROAD IN A GENERAL
 JA1811'SOUTHEASTERLY DIRECTION
 JA1811'FOR 0.45 MILE TO A GATE, ENTER GATE AND GO SHARP LEFT OR NORTH
 JA1811'UP HILL FOR
 JA1811'0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT, THENCE CONTINUE
 JA1811'NORTH FOR 0.2 MILE TO THE STATION.
 JA1811'
 JA1811'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2204 ***********************************************************************
 LA2204  DESIGNATION -  DERCK
 LA2204  PID         -  LA2204
 LA2204  STATE/COUNTY-  IN/WABASH
 LA2204  USGS QUAD   -  SOMERSET (1994)
 LA2204
 LA2204                         *CURRENT SURVEY CONTROL
 LA2204  ___________________________________________________________________
 LA2204* NAD 83(1997)-  40 42 05.81715(N)    085 50 47.55691(W)     ADJUSTED  
 LA2204* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 LA2204  ___________________________________________________________________
 LA2204  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 LA2204  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 LA2204
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2204
 LA2204.The geoid height was determined by GEOID03.
 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     -   0.99996665  x   0.99996951  =   0.99993616
 LA2204!UTM  16      -   0.99996665  x   0.99971687  =   0.99968353
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2204.See file dsdata.txt to determine how the superseded data were derived.
 LA2204
 LA2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9744506274(NAD 83)
 LA2204_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 LA2204'MILES SOUTH OF WABASH.  IT IS 51 FEET EAST OF CENTER OF A NORTH-SOUTH
 LA2204'GRAVEL ROAD, 44 FEET SOUTH OF
 LA2204'CENTER OF AN EAST-WEST GRAVEL ROAD AND 20 FEET SOUTH OF A
 LA2204'WHITE WITNESS POST.  THE MARK IS ABOUT 12 INCHES
 LA2204'BELOW THE SURFACE OF THE GROUND AND THE
 LA2204'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
 LA2204'AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 8 INCHES AND
 LA2204'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
 LA2204'AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 LA2204'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
 LA2204'FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE
 LA2204'MARK PROJECTS ABOUT 6 INCHES AND
 LA2204'THE DISK 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
 LA2204'TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO WEST FOR 1.0 MILE TO A
 LA2204'CROSS GRAVEL ROAD AND STATION ON
 LA2204'LEFT AS DESCRIBED.  TO REACH AZIMUTH MARK FROM STATION, GO
 LA2204'NORTH ON GRAVEL ROAD FOR 0.3 MILE TO MARK ON
 LA2204'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 = OCTOBER  6, 2006
 JZ1694 ***********************************************************************
 JZ1694  DESIGNATION -  DERROW
 JZ1694  PID         -  JZ1694
 JZ1694  STATE/COUNTY-  IN/HENRY
 JZ1694  USGS QUAD   -  NEW CASTLE WEST (1981)
 JZ1694
 JZ1694                         *CURRENT SURVEY CONTROL
 JZ1694  ___________________________________________________________________
 JZ1694* NAD 83(1997)-  39 59 58.36608(N)    085 27 40.74742(W)     ADJUSTED  
 JZ1694* NAVD 88     -       326.135  (meters)    1069.99   (feet)  ADJUSTED  
 JZ1694  ___________________________________________________________________
 JZ1694  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 JZ1694  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JZ1694  DYNAMIC HT  -         325.954 (meters)    1069.40  (feet)  COMP
 JZ1694  MODELED GRAV-     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
 JZ1694.and adjusted by the National Geodetic Survey in June 1991..
 JZ1694
 JZ1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ1694
 JZ1694.The geoid height was determined by GEOID03.
 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;                    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     -   0.99995414  x   0.99997045  =   0.99992459
 JZ1694!UTM  16      -   0.99995414  x   0.99981238  =   0.99976653
 JZ1694
 JZ1694:                Primary Azimuth Mark                     Grid Az
 JZ1694:SPC IN E     -  MT SUMMIT SUMMIT PROD CO TANK            083 36 50.1
 JZ1694:UTM  16      -  MT SUMMIT SUMMIT PROD CO TANK            082 45 24.3
 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                          49.434 METERS 26239     |
 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
 JZ1694.Superseded values are not recommended for survey control.
 JZ1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1694.See file dsdata.txt to determine how the superseded data were derived.
 JZ1694
 JZ1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK3134528841(NAD 83)
 JZ1694_MARKER: DS = TRIANGULATION STATION DISK
 JZ1694_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1694_SP_SET: MONUMENT
 JZ1694_STAMPING: DERROW 1939
 JZ1694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  6, 2006
 JZ1691 ***********************************************************************
 JZ1691  DESIGNATION -  DERROW AZ MK
 JZ1691  PID         -  JZ1691
 JZ1691  STATE/COUNTY-  IN/HENRY
 JZ1691  USGS QUAD   -  NEW CASTLE WEST (1981)
 JZ1691
 JZ1691                         *CURRENT SURVEY CONTROL
 JZ1691  ___________________________________________________________________
 JZ1691* NAD 83(1986)-  39 58 52.     (N)    085 28 00.     (W)     SCALED    
 JZ1691* NAVD 88     -       325.811  (meters)    1068.93   (feet)  ADJUSTED  
 JZ1691  ___________________________________________________________________
 JZ1691  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JZ1691  DYNAMIC HT  -         325.630 (meters)    1068.34  (feet)  COMP
 JZ1691  MODELED GRAV-     980,062.9   (mgal)                       NAVD 88
 JZ1691
 JZ1691  VERT ORDER  -  SECOND    CLASS 0
 JZ1691
 JZ1691.The horizontal coordinates were scaled from a topographic map and have
 JZ1691.an estimated accuracy of +/- 6 seconds.
 JZ1691
 JZ1691.The orthometric height was determined by differential leveling
 JZ1691.and adjusted by the National Geodetic Survey in June 1991..
 JZ1691
 JZ1691.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1691.See file dsdata.txt to determine how the superseded data were derived.
 JZ1691
 JZ1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK309267(NAD 83)
 JZ1691_MARKER: DZ = AZIMUTH MARK DISK
 JZ1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1691_STAMPING: DERROW 1939
 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 = OCTOBER  6, 2006
 JZ1695 ***********************************************************************
 JZ1695  DESIGNATION -  DERROW RM 1
 JZ1695  PID         -  JZ1695
 JZ1695  STATE/COUNTY-  IN/HENRY
 JZ1695  USGS QUAD   -  NEW CASTLE WEST (1981)
 JZ1695
 JZ1695                         *CURRENT SURVEY CONTROL
 JZ1695  ___________________________________________________________________
 JZ1695* NAD 83(1986)-  39 59 57.     (N)    085 27 40.     (W)     SCALED    
 JZ1695* NAVD 88     -       324.420  (meters)    1064.37   (feet)  ADJUSTED  
 JZ1695  ___________________________________________________________________
 JZ1695  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JZ1695  DYNAMIC HT  -         324.240 (meters)    1063.78  (feet)  COMP
 JZ1695  MODELED GRAV-     980,064.2   (mgal)                       NAVD 88
 JZ1695
 JZ1695  VERT ORDER  -  SECOND    CLASS 0
 JZ1695
 JZ1695.The horizontal coordinates were scaled from a topographic map and have
 JZ1695.an estimated accuracy of +/- 6 seconds.
 JZ1695
 JZ1695.The orthometric height was determined by differential leveling
 JZ1695.and adjusted by the National Geodetic Survey in June 1991..
 JZ1695
 JZ1695.The geoid height was determined by GEOID03.
 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     -   527,450.      117,550.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1695.See file dsdata.txt to determine how the superseded data were derived.
 JZ1695
 JZ1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK313287(NAD 83)
 JZ1695_MARKER: DR = REFERENCE MARK DISK
 JZ1695_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1695_SP_SET: MONUMENT
 JZ1695_STAMPING: DERROW NO 1 1939
 JZ1695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  6, 2006
 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  USGS QUAD   -  NEW CASTLE WEST (1981)
 AE8464
 AE8464                         *CURRENT SURVEY CONTROL
 AE8464  ___________________________________________________________________
 AE8464* NAD 83(1997)-  39 59 58.16115(N)    085 27 42.81434(W)     ADJUSTED  
 AE8464* NAVD 88     -       324.2    (meters)    1064.     (feet)  GPS OBS   
 AE8464  ___________________________________________________________________
 AE8464  X           -     387,141.900 (meters)                     COMP
 AE8464  Y           -  -4,877,626.750 (meters)                     COMP
 AE8464  Z           -   4,078,128.808 (meters)                     COMP
 AE8464  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 AE8464  ELLIP HEIGHT-         290.43  (meters)          (04/10/98) GPS OBS
 AE8464  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 AE8464
 AE8464  HORZ ORDER  -  B
 AE8464  ELLP ORDER  -  FOURTH    CLASS I
 AE8464
 AE8464.The horizontal coordinates were established by GPS observations
 AE8464.and adjusted by the National Geodetic Survey in April 1998..
 AE8464
 AE8464.The orthometric height was determined by GPS observations and a
 AE8464.high-resolution geoid model.
 AE8464
 AE8464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8464
 AE8464.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8464
 AE8464.The ellipsoidal height was determined by GPS observations
 AE8464.and is referenced to NAD 83.
 AE8464
 AE8464.The geoid height was determined by GEOID03.
 AE8464
 AE8464;                    North         East     Units Scale Factor Converg.
 AE8464;SPC IN E     -   527,481.008   117,485.978   MT  0.99997043   +0 07 53.8
 AE8464;SPC IN E     - 1,730,577.27    385,451.91   sFT  0.99997043   +0 07 53.8
 AE8464;UTM  16      - 4,428,833.463   631,296.114   MT  0.99981222   +0 59 19.7
 AE8464
 AE8464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8464!SPC IN E     -   0.99995444  x   0.99997043  =   0.99992487
 AE8464!UTM  16      -   0.99995444  x   0.99981222  =   0.99976667
 AE8464
 AE8464                          SUPERSEDED SURVEY CONTROL
 AE8464
 AE8464.No superseded survey control is available for this station.
 AE8464
 AE8464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK3129628833(NAD 83)
 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       CGS
 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 = OCTOBER  6, 2006
 JA1768 ***********************************************************************
 JA1768  DESIGNATION -  DEXTER
 JA1768  PID         -  JA1768
 JA1768  STATE/COUNTY-  IN/PERRY
 JA1768  USGS QUAD   -  ALTON (1993)
 JA1768
 JA1768                         *CURRENT SURVEY CONTROL
 JA1768  ___________________________________________________________________
 JA1768* NAD 83(1997)-  38 05 20.54542(N)    086 29 52.10529(W)     ADJUSTED  
 JA1768* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 JA1768  ___________________________________________________________________
 JA1768  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 JA1768  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 JA1768
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1768
 JA1768.The geoid height was determined by GEOID03.
 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  =   1.00000042
 JA1768!UTM  16      -   0.99996830  x   0.99962388  =   0.99959219
 JA1768
 JA1768:                Primary Azimuth Mark                     Grid Az
 JA1768:SPC IN W     -  MT PLEASANT BUZZARDS ROOST LOT           033 07 04.3
 JA1768:SPC KY1Z     -  MT PLEASANT BUZZARDS ROOST LOT           033 56 17.5
 JA1768:SPC KY S     -  MT PLEASANT BUZZARDS ROOST LOT           033 55 57.4
 JA1768:UTM  16      -  MT PLEASANT BUZZARDS ROOST LOT           033 10 09.4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1768.See file dsdata.txt to determine how the superseded data were derived.
 JA1768
 JA1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4403815813(NAD 83)
 JA1768_MARKER: DS = TRIANGULATION STATION DISK
 JA1768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HA1684 ***********************************************************************
 HA1684  DESIGNATION -  DIAMOND
 HA1684  PID         -  HA1684
 HA1684  STATE/COUNTY-  IN/VANDERBURGH
 HA1684  USGS QUAD   -  WILSON (1993)
 HA1684
 HA1684                         *CURRENT SURVEY CONTROL
 HA1684  ___________________________________________________________________
 HA1684* NAD 83(1997)-  37 50 07.31460(N)    087 40 36.39294(W)     ADJUSTED  
 HA1684* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 HA1684  ___________________________________________________________________
 HA1684  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 HA1684  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 HA1684
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1684
 HA1684.The geoid height was determined by GEOID03.
 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  =   0.99963171
 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 USE 1962                           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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1684.See file dsdata.txt to determine how the superseded data were derived.
 HA1684
 HA1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG4044887764(NAD 83)
 HA1684_MARKER: DS = TRIANGULATION STATION DISK
 HA1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1684_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA2379 ***********************************************************************
 LA2379  DESIGNATION -  DICK CATHOLIC CHURCH STEEPLE
 LA2379  PID         -  LA2379
 LA2379  STATE/COUNTY-  IN/JAY
 LA2379  USGS QUAD   -  NEW CORYDON (1994)
 LA2379
 LA2379                         *CURRENT SURVEY CONTROL
 LA2379  ___________________________________________________________________
 LA2379* NAD 83(1997)-  40 32 31.33657(N)    084 50 34.16736(W)     ADJUSTED  
 LA2379* NAVD 88     -                                                        
 LA2379  ___________________________________________________________________
 LA2379  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 LA2379  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 LA2379
 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
 LA2379.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2379
 LA2379.The geoid height was determined by GEOID03.
 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;UTM  16      - 4,490,156.835   682,678.451   MT  1.00001079   +1 24 09.2
 LA2379
 LA2379                          SUPERSEDED SURVEY CONTROL
 LA2379
 LA2379  NAD 83(1995)-  40 32 31.33617(N)    084 50 34.16812(W) AD(       ) 4
 LA2379  NAD 83(1986)-  40 32 31.33895(N)    084 50 34.18369(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2379.See file dsdata.txt to determine how the superseded data were derived.
 LA2379
 LA2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK8267890157(NAD 83)
 LA2379
 LA2379  HISTORY     - Date     Condition        Report By
 LA2379  HISTORY     - UNK      FIRST OBSERVED
 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 = OCTOBER  6, 2006
 JA2021 ***********************************************************************
 JA2021  DESIGNATION -  DIERLAM
 JA2021  PID         -  JA2021
 JA2021  STATE/COUNTY-  IN/GIBSON
 JA2021  USGS QUAD   -  OWENSVILLE (1989)
 JA2021
 JA2021                         *CURRENT SURVEY CONTROL
 JA2021  ___________________________________________________________________
 JA2021* NAD 83(1997)-  38 17 28.21691(N)    087 41 36.23396(W)     ADJUSTED  
 JA2021* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 JA2021  ___________________________________________________________________
 JA2021  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 JA2021  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 JA2021
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2021
 JA2021.The geoid height was determined by GEOID03.
 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     -  PRINCETON RAD STA WRAY                   051 27 41.4
 JA2021:UTM  16      -  PRINCETON RAD STA WRAY                   051 30 47.4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2021.See file dsdata.txt to determine how the superseded data were derived.
 JA2021
 JA2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3936338349(NAD 83)
 JA2021_MARKER: DS = TRIANGULATION STATION DISK
 JA2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2021_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 JA2021'OWENSVILLE AND ON PROPERTY OWNED AND OCCUPIED BY MR TROY CHAMBERLAIN.
 JA2021'
 JA2021'TO REACH FROM THE NEW POST OFFICE IN OWENSVILLE, GO EAST ON BRUMITT
 JA2021'STREET (STATE
 JA2021'HIGHWAY 65) FOR 0.35 MILE TO FIRST STREET.  TURN LEFT
 JA2021'AND GO NORTH ON FIRST STREET
 JA2021'(STATE HIGHWAY 65) FOR 1.15 MILES TO A
 JA2021'SIDE ROAD LEFT (NUMBER 450 S).  TURN LEFT AND
 JA2021'FOLLOW GRAVELED ROAD
 JA2021'WESTERLY, THENCE NORTHERLY FOR 0.5 MILE TO MR TROY CHAMBERLAINS
 JA2021'FARM HOME ON
 JA2021'LEFT.  CONTINUE WEST ON ROAD FOR 100 FEET TO THE NORTHWEST
 JA2021'CORNER OF GARAGE AND GATE.
 JA2021'TURN LEFT AT GATE, GO SOUTH FOR 100 FEET
 JA2021'TO GATE.  PASS THROUGH GATE, GO SOUTHWEST
 JA2021'ACROSS PASTURE FOR 0.05
 JA2021'MILE TO GATE.  TURN LEFT AND GO SOUTHERLY IN LANE FOR 75 YARDS
 JA2021'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
 JA2021'CORNER AT GATE, 7 FEET EAST OF CENTER OF FARM
 JA2021'LANE, 2.7 FEET SOUTH OF A METAL
 JA2021'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
 JA2021'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
 JA2021'GROUND.  IT IS 147.5 FEET SOUTHEAST OF FENCE CORNER, 7
 JA2021'FEET EAST OF CENTER OF FARM LANE
 JA2021'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
 JA2021'CORNER, 46 FEET SOUTHWEST OF CENTER OF FARM LANE,
 JA2021'1.8 FEET EAST OF METAL WITNESS POST
 JA2021'AND 1 FOOT SOUTH OF FENCE.
 JA2021'
 JA2021'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1800 ***********************************************************************
 JA1800  DESIGNATION -  DILLARD
 JA1800  PID         -  JA1800
 JA1800  STATE/COUNTY-  IN/ORANGE
 JA1800  USGS QUAD   -  CUZCO (1989)
 JA1800
 JA1800                         *CURRENT SURVEY CONTROL
 JA1800  ___________________________________________________________________
 JA1800* NAD 83(1997)-  38 24 41.01713(N)    086 40 45.42379(W)     ADJUSTED  
 JA1800* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 JA1800  ___________________________________________________________________
 JA1800  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 JA1800  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JA1800
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1800
 JA1800.The geoid height was determined by GEOID03.
 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     -   0.99997003  x   0.99998200  =   0.99995203
 JA1800!UTM  16      -   0.99997003  x   0.99960965  =   0.99957969
 JA1800
 JA1800:                Primary Azimuth Mark                     Grid Az
 JA1800:SPC IN W     -  DILLARD AZ MK                            151 47 34.4
 JA1800:UTM  16      -  DILLARD AZ MK                            151 50 40.8
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1800.See file dsdata.txt to determine how the superseded data were derived.
 JA1800
 JA1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2800051510(NAD 83)
 JA1800_MARKER: DS = TRIANGULATION STATION DISK
 JA1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1800'FORM CELESTINE, ON APPROXIMATELY THE HIGHEST POINT IN
 JA1800'VICINITY AND 0.5 MILE NORTH FROM
 JA1800'THE DILLARD FARMHOUSE.  THE STATION
 JA1800'MARK IS 25 FEET SOUTHWEST OF A WOODS EDGE AND 18
 JA1800'FEET EAST OF A FIELD
 JA1800'ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DILLARD
 JA1800'1946.
 JA1800'
 JA1800'REFERENCE MARK NO 1 IS 73.37 FEET SOUTHWEST OF THE STATION AND 8 FEET
 JA1800'WEST OF THE FIELD ROAD.
 JA1800'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JA1800'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.
 JA1800'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 JA1800'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
 JA1800'DILLARD BARN AND 3 FEET NORTH OF A WHITE WITNESS
 JA1800'POST.  THE MARK PROJECTS 6 INCHES
 JA1800'AND THE DISK IS STAMPED DILLARD 1946.
 JA1800'
 JA1800'TO REACH FROM THE GULF STATION IN CELESTINE, GO NORTH ON AN OILED
 JA1800'ROAD AND TURN RIGHT
 JA1800'JUST AFTER PASSING TOP OF HILL, GO NORTHEAST ON MAIN
 JA1800'GRAVEL ROAD FOR 1.7 MILES AND
 JA1800'TAKE LEFT FORK, GO 1.6 MILES AND TURN
 JA1800'LEFT, GO 0.1 MILE AND TURN RIGHT, GO 0.5 MILE
 JA1800'AND TAKE RIGHT FORK
 JA1800'THEN GO 3.0 MILES TO THE DILLARD FARMHOUSE AND BARN ON THE LEFT.
 JA1800'TURN LEFT,
 JA1800'ENTERING THE FARMYARD, AND GO THROUGH A GATE AT THE EAST
 JA1800'SIDE OF THE BARN.  FROM THE
 JA1800'BARN, GO NORTH ON A FIELD ROAD FOR 0.5
 JA1800'MILE TO TOP OF RIDGE AND STATION ON RIGHT AT
 JA1800'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
 JA1800'A NEW AZIMUTH MARK FROM.  REFERENCE MARK 3 WAS ESTABLISHED.  DUE TO
 JA1800'MANY 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
 JA1800'SOUTHEAST OF A 16 IN HICKORY NUT TREE, 24 FEET EAST OF THE
 JA1800'CENTERLINE OF A BLADED WOODS ROAD AND 1.2 FOOT SOUTH OF A METAL
 JA1800'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK STAMPED
 JA1800'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
 JA1800'THE STATION.  THE MARK PROJECTS 6 INCHES AND THE DISK STAMPED
 JA1800'DILLARD NO 2 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
 JA1800'GO NORTHWEST AND WEST FOR 0.6 MILE TO A FORK.  TAKE RIGHT FORK AND
 JA1800'GO 0.25 TO A ROAD ON THE LEFT AND A PARKING AREA ON THE RIGHT.
 JA1800'FROM HERE GO DUE NORTH FOR 0.45 MILE TO THE HIGHEST PART OF HILL AND
 JA1800'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 = OCTOBER  6, 2006
 ME2368 ***********************************************************************
 ME2368  DESIGNATION -  DILTS
 ME2368  PID         -  ME2368
 ME2368  STATE/COUNTY-  IN/PULASKI
 ME2368  USGS QUAD   -  WINAMAC (1980)
 ME2368
 ME2368                         *CURRENT SURVEY CONTROL
 ME2368  ___________________________________________________________________
 ME2368* NAD 83(1997)-  41 03 25.38410(N)    086 31 47.66181(W)     ADJUSTED  
 ME2368* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 ME2368  ___________________________________________________________________
 ME2368  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 ME2368  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME2368
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2368
 ME2368.The geoid height was determined by GEOID03.
 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;SPC IN E     -   645,252.821    27,435.892   MT  1.00003145   -0 34 01.2
 ME2368;SPC IN E     - 2,116,966.96     90,012.59   sFT  1.00003145   -0 34 01.2
 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     -   0.99996937  x   0.99999329  =   0.99996266
 ME2368!SPC IN E     -   0.99996937  x   1.00003145  =   1.00000082
 ME2368!UTM  16      -   0.99996937  x   0.99961920  =   0.99958859
 ME2368
 ME2368:                Primary Azimuth Mark                     Grid Az
 ME2368:SPC IN W     -  MONTEREY ST ANNS CATH CH SPIRE           019 50 09.9
 ME2368:SPC IN E     -  MONTEREY ST ANNS CATH CH SPIRE           020 45 59.7
 ME2368:UTM  16      -  MONTEREY ST ANNS CATH CH SPIRE           019 53 26.9
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2368.See file dsdata.txt to determine how the superseded data were derived.
 ME2368
 ME2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3950245197(NAD 83)
 ME2368_MARKER: DS = TRIANGULATION STATION DISK
 ME2368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2368'IS 46 FEET SOUTH OF THE HIGHEST POINT OF HILL, 32 FEET SOUTHWEST OF A
 ME2368'36 INCH RED OAK TREE, 40 FEET EAST OF
 ME2368'A FENCELINE AND 6 FEET SOUTH OF A WHITE WITNESS
 ME2368'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED DILTS
 ME2368'1947.
 ME2368'
 ME2368'REFERENCE MARK NO. 1 IS 77.32 FEET NORTHWEST OF THE STATION.  IT IS 1
 ME2368'FOOT EAST OF A FENCELINE.  THE
 ME2368'MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED DILTS NO 1 1947.
 ME2368'REFERENCE MARK NO. 2 IS 84.03 FEET SOUTHWEST OF THE
 ME2368'STATION.  IT IS 27 FEET NORTHWEST
 ME2368'OF A 24 INCH RED OAK TREE AND 2 FEET EAST OF A FENCELINE.  THE MARK
 ME2368'PROJECTS ABOUT 3 INCHES AND THE
 ME2368'DISK IS STAMPED 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
 ME2368'STATE HIGHWAY NO. 14 AND GRAVEL CROSSROAD, 23 FEET EAST OF THE CENTER
 ME2368'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
 ME2368'STATE HIGHWAY NO. 14 FOR 4.15 MILE TO LANE AND HOUSE ON THE LEFT*,
 ME2368'TURN LEFT ON LANE AND GO 0.15 MILE
 ME2368'TO THE 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
 ME2368'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
 ME2368'TO ALL MARKS CHECKED.  OLD 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
 ME2368'WERE FOUND IN GOOD
 ME2368'CONDITION.  THE SURFACE STATION MARK WAS FOUND LEANING
 ME2368'TO THE EAST AND WAS RESET HOLDING THE
 ME2368'UNDERGROUND POINT.  REFERENCE MARK
 ME2368'2 HAS BEEN HIT BY EQUIPMENT BUT IS SOLID AND THE
 ME2368'DISTANCE AND DIRECTION
 ME2368'TO IT CHECKED.  THE AZIMUTH MARK IS OBSTRUCTED BY TREES AND BRUSH
 ME2368'AND NOT VISIBLE AT
 ME2368'THIS TIME.  THE HOUSE MENTIONED IN THE DESCRIPTION HAS
 ME2368'BEEN TORN DOWN AND A NEW
 ME2368'DESCRIPTION FOLLOWS.
 ME2368'
 ME2368'THE STATION IS LOCATED ON THE SOUTHEAST SLOPE OF THE HIGHEST HILL
 ME2368'IN THE AREA OWNED
 ME2368'BY OPAL CRAWFORD, 1 FOOT NORTH OF A METAL WITNESS POST,
 ME2368'32 FEET SOUTHWEST OF A 40 INCH OAK
 ME2368'TREE, 39 FEET WEST OF AN 8 INCH
 ME2368'HICKORY TREE, 46 FEET NORTHWEST OF A 30 INCH OAK TREE
 ME2368'AND 51 FEET EAST OF
 ME2368'THE EAST FENCE OF A LANE.  THE MONUMENT PROJECTS 3 INCHES AND THE
 ME2368'DISK IS STAMPED DILTS
 ME2368'1947 1969.
 ME2368'
 ME2368'TO REACH THE STATION FROM THE PULASKI MEMORIAL HOSPITAL AT THE
 ME2368'EAST EDGE OF
 ME2368'WINAMAC, GO EAST ON STATE HIGHWAY 14 FOR 3.5 MILES TO A
 ME2368'HOUSE ON THE LEFT AND THE
 ME2368'STATION ABOUT 0.15 MILE NORTH.  CONTINUE EAST
 ME2368'ON THE HIGHWAY FOR 0.2 MILE TO A PAVED
 ME2368'CROSSROAD AND THE AZIMUTH MARK.
 ME2368'
 ME2368'REFERENCE MARK 1 IS 66 FEET NORTHWEST OF THE 40 INCH OAK TREE, 19
 ME2368'FEET SOUTH OF A 10
 ME2368'INCH PINE TREE, 4 FEET EAST OF THE WEST FENCE OF
 ME2368'FARM LANE AND 8 FEET WEST OF THE EAST
 ME2368'FENCE OF THE LANE.  THE MONUMENT
 ME2368'PROJECTS 4 INCHES AND THE DISK IS STAMPED DILTS NO 1
 ME2368'1947.
 ME2368'
 ME2368'REFERENCE MARK 2 IS 53 FEET WEST OF A 14 INCH HICKORY TREE, 75
 ME2368'FEET NORTHWEST OF
 ME2368'A 30 INCH OAK TREE AND 31 FEET EAST OF THE EAST
 ME2368'FENCE OF THE LANE.  THE MONUMENT IS
 ME2368'FLUSH AND THE DISK IS STAMPED DILTS
 ME2368'NO 2 1947.
 ME2368'
 ME2368'THE AZIMUTH MARK IS 58 FEET NORTH OF A TELEPHONE POLE, 133 FEET
 ME2368'SOUTH OF THE
 ME2368'INTERSECTION OF THE HIGHWAY AND CROSSROAD, 22 FEET EAST
 ME2368'OF THE CENTERLINE OF PAVED ROAD
 ME2368'AND 1 FOOT WEST OF A METAL WITNESS POST.
 ME2368'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 ME2368'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 = OCTOBER  6, 2006
 ME2383 ***********************************************************************
 ME2383  DESIGNATION -  DITCH
 ME2383  PID         -  ME2383
 ME2383  STATE/COUNTY-  IN/PULASKI
 ME2383  USGS QUAD   -  NORTH JUDSON SE (1962)
 ME2383
 ME2383                         *CURRENT SURVEY CONTROL
 ME2383  ___________________________________________________________________
 ME2383* NAD 83(1997)-  41 07 02.44986(N)    086 48 19.96500(W)     ADJUSTED  
 ME2383* NAVD 88     -       222.     (meters)     728.     (feet)  SCALED    
 ME2383  ___________________________________________________________________
 ME2383  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 ME2383  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 ME2383
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2383
 ME2383.The geoid height was determined by GEOID03.
 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     -   0.99997048  x   0.99997336  =   0.99994384
 ME2383!UTM  16      -   0.99997048  x   0.99960328  =   0.99957378
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2383.See file dsdata.txt to determine how the superseded data were derived.
 ME2383
 ME2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1632551802(NAD 83)
 ME2383_MARKER: DS = TRIANGULATION STATION DISK
 ME2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2383'MILES NORTHEAST OF
 ME2383'MEDARYVILLE.  IT IS 28 FEET WEST OF THE CENTER OF A DIRT ROAD, 19
 ME2383'FEET SOUTHEAST OF A 18 INCH OAK TREE WITH
 ME2383'A TRIANGLE BLAZE ON THE EAST SIDE OF THE TREE, 18 FEET
 ME2383'SOUTHWEST OF A 28 INCH OAK TREE WITH A
 ME2383'TRIANGLE BLAZE ON THE EAST SIDE OF THE TREE, 9
 ME2383'FEET EAST OF A FENCELINE AND 2 FEET SOUTH OF A WHITE
 ME2383'WITNESS POST.  THE MARK PROJECTS 8
 ME2383'INCHES AND THE DISK IS STAMPED DITCH 1948.
 ME2383'
 ME2383'REFERENCE MARK NO. 1 IS 87.12 FEET NORTHEAST OF THE STATION.  IT IS
 ME2383'10 FEET EAST OF THE CENTER OF
 ME2383'DIRT ROAD AND 1 FOOT WEST OF A FENCELINE.  THE MARK PROJECTS 6 INCHES
 ME2383'AND THE DISK IS STAMPED DITCH NO 1
 ME2383'1948.
 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
 ME2383'ROAD AND 1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS 6 INCHES AND
 ME2383'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
 ME2383'FOOT SOUTH OF A FENCELINE AND 1 FOOT EAST OF A WHITE WITNESS POST.
 ME2383'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
 ME2383'GO NORTH ON STATE HIGHWAY NO. 43 FOR 2.5 MILES TO A CROSSROAD, TURN
 ME2383'RIGHT ON GRAVEL ROAD AND GO EAST FOR
 ME2383'4.5 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE FOR
 ME2383'0.1 MILE TO A CROSSROAD, TURN LEFT AND GO NORTH
 ME2383'ON DIRT ROAD FOR 0.25 MILE TO THE STATION
 ME2383'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
 ME2383'VERY POOR AND A NEW DESCRIPTION FOLLOWS-
 ME2383'
 ME2383'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF NORTH JUDSON, 6
 ME2383'FEET WEST OF A
 ME2383'FENCE AND A METAL WITNESS POST, 15 FEET NORTHWEST OF
 ME2383'A 20 INCH OAK TREE, 32 FEET NORTH
 ME2383'OF A 24 INCH OAK TREE AND 53 FEET
 ME2383'WEST OF THE CENTERLINE OF A PAVED ROAD.  THE
 ME2383'MONUMENT PROJECTS 8 INCHES
 ME2383'AND THE DISK IS STAMPED DITCH 1948.
 ME2383'
 ME2383'TO REACH THE STATION FROM THE HIGH SCHOOL IN MEDARYVILLE, GO NORTH
 ME2383'ON U.S. HIGHWAY
 ME2383'421 FOR 2.6 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 ME2383'EAST ON THE PAVED ROAD FOR 4.5
 ME2383'MILES TO THE AZIMUTH MARK ON THE LEFT.
 ME2383'CONTINUE EAST FOR 0.1 MILE TO A PAVED CROSSROAD.
 ME2383'TURN LEFT AND GO NORTH
 ME2383'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
 ME2383'FENCE AND 77 FEET SOUTH OF A 24 INCH OAK TREE.  THE
 ME2383'MONUMENT IS 10 INCHES UNDERGROUND
 ME2383'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
 ME2383'CENTERLINE OF THE ROAD AND 1 FOOT EAST OF THE FENCE.  THE
 ME2383'MONUMENT PROJECTS 6 INCHES AND
 ME2383'THE DISK IS STAMPED DITCH NO 2 1948.
 ME2383'
 ME2383'THE AZIMUTH MARK IS 22 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 ME2383'7 FEET WEST OF A
 ME2383'T-FENCE CORNER AND 1 FOOT NORTH OF A FENCE AND A METAL
 ME2383'WITNESS POST.  THE MONUMENT
 ME2383'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.
 ME2383'
 ME2383'DITCH NO 1 1948 RECOVERED GOOD.
 ME2383'
 ME2383'DITCH NO 2 1948 RECOVERED GOOD.
 ME2383'
 ME2383'DITCH 1948 AZIMUTH RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1995 ***********************************************************************
 JA1995  DESIGNATION -  DITNEY
 JA1995  PID         -  JA1995
 JA1995  STATE/COUNTY-  IN/WARRICK
 JA1995  USGS QUAD   -  LYNNVILLE (1988)
 JA1995
 JA1995                         *CURRENT SURVEY CONTROL
 JA1995  ___________________________________________________________________
 JA1995* NAD 83(1997)-  38 07 59.37611(N)    087 21 58.98840(W)     ADJUSTED  
 JA1995* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 JA1995  ___________________________________________________________________
 JA1995  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 JA1995  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 JA1995
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1995
 JA1995.The geoid height was determined by GEOID03.
 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     -   0.99997387  x   0.99997425  =   0.99994812
 JA1995!UTM  16      -   0.99997387  x   0.99961270  =   0.99958658
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1995.See file dsdata.txt to determine how the superseded data were derived.
 JA1995
 JA1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH6789120653(NAD 83)
 JA1995_MARKER: DS = TRIANGULATION STATION DISK
 JA1995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1995_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 JA1995'DITNEY HILL, ON
 JA1995'PROPERTY NOW SAID TO BELONG TO THE STATION AND
 JA1995'FORMERLY OWNED BY OTTIE PUTLER, IN
 JA1995'A CLEARED AREA, 40 FEET NE OF A
 JA1995'10-INCH OAK, AND ABOUT 0.1 MILE N OF PROPERTY LINE
 JA1995'OF MORTON NICHOLSON.
 JA1995'
 JA1995'STATION MARK IS A BRONZE STATION DISK IN CONCRETE AND PROJECTS ABOUT
 JA1995'8 INCHES ABOUE
 JA1995'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
 JA1995'REFERENCE DISK IN CONCRETE AND PROJECTS 2 INCHES ABOUT 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
 JA1995'INCHES ABOVE SURFACE.  IT IS A BRONZE AZIMUTH DISK IN CONCRETE.
 JA1995'
 JA1995'TO REACH STATION FROM JUNCTION OF U S HIGHWAY 41 AND STATE HIGHWAY 62
 JA1995'(2 MILES NO OF
 JA1995'EVANSVILLE), GO E ON HIGHWAY 62 FOR 0.7 MILE TO
 JA1995'INTERSECTION, TURN LEFT FOR 3.2
 JA1995'MILES (0.1 MILE PAST STORE OF G L
 JA1995'GERHARDT ON LEFT) TO RIGHT TURN, TAKE TO RIGHT FOR
 JA1995'0.9 MILE TO
 JA1995'INTERSECTION GO LEFT ON PAVEMENT FOR 3.7 MILES AND TURN RIGHT ON DIRT
 JA1995'ROAD AT DAYLIGHT
 JA1995'GARAGE ON LEFT, FOOLOW MAIN ROAD STRAIGHT AHEAD AT
 JA1995'ALL CROSSINGS FOR 5.8 MILES TO
 JA1995'T-ROAD LEFT IN MILLERSBURGH (0.1 MILE
 JA1995'PAST COVERED BRIDGE), TAKE T-ROAD LEFT FOR 1.0
 JA1995'MILE AND FOLLOW MAIN
 JA1995'LEFT FORK 1.8 MILES TO LANE LEFT TO HOME OF MORTON NICHOLSON AND
 JA1995'END OF TRUCK
 JA1995'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
 JA1995'DISTANCE TO THE REFERENCE MARKS WERE CHECKED AND
 JA1995'FOUND TO BE CORRECT.  THE DISTANCE
 JA1995'TO THE AZIMUTH MARK IS ABOUT 0.1
 JA1995'MILE 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
 JA1995'HILL KNOWN AS BIG DITNEY HILL AND OWEND BY THE
 JA1995'WEYERBACHER ESTATE.  IT IS 40 FEET
 JA1995'NE OF A 15-INCH OAK TREE, 18 FEET
 JA1995'NW OF AN 8-INCH OAK TREE, AND 6.5 FEET S OF A
 JA1995'STANDARD WITNESS POST.
 JA1995'THE DISK IS STAMPED DITNEY 1934 AND PROJECTS ABOUT 12 INCHES
 JA1995'ABOVE THE 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
 JA1995'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.
 JA1995'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
 JA1995'POST.  AND 7 FEET NW OF AN 8-INCH OAK TREE.  THE
 JA1995'DISK IS A BRONZE REFERNCE-MARK DISK
 JA1995'STAMPED DITNEY AZI 1934 AND
 JA1995'PROJECTS 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
 JA1995'THE PUBLIC SQUARE IN BOONVILLE, GO N ON STATE
 JA1995'HIGHWAY 61 FOR 6.4 MILES TO A CROSS
 JA1995'ROAD AND A CEMETERY ON THE NW
 JA1995'CORNER, TURN LEFT AND GO 0.7 MILE TO A T-ROAD
 JA1995'INTERSECTION, TURN LEFT
 JA1995'AND FOLLOW THE MAIN ROAD 3.1 MILES TO A T-ROAD INTERSECTION AND
 JA1995'A BOARD GATE
 JA1995'STRAIGHT AHEAD, PASS THOURGH GATE AND FOLLOW OLD
 JA1995'WASHED-OUT ROAD FOR 0.4 MILE
 JA1995'TO A FENCED-IN POND, BEAR LEFT AROUND
 JA1995'POND TO THE SW CORNER OF THE FENCE, GO BETWEEN
 JA1995'FENCE AND TREES FOR
 JA1995'ABOUT 30 FEET, TURN LEFT ON THE N SIDE OF THE WOODS AND GO ABOUT
 JA1995'0.1 MILE TO A
 JA1995'POLE GATE IN THE N-S FENCE, PASS THROUGH GATE AND FOLLOW AN
 JA1995'OLD ROAD UP HILL AND BEAR
 JA1995'LEFT AT THE TOP OF THE HILL AND GO 0.3 MILE
 JA1995'TO THE STATION.  CONTINUE ON OLD ROAD ABOUT
 JA1995'0.1 MILE TO THE AZIMUTH
 JA1995'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
 JA1995'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 JA1995'MEASURED AND A SLIGHT CHANGE
 JA1995'WAS FOUND.  A COMPLETE DESCRIPTION FOLLOWS.
 JA1995'
 JA1995'THE STATION IS LOCATED APPROXIMATELY 8 MILES NORTHWEST OF BOONVILLE,
 JA1995'ABOUT 7 MILES SOUTHEAST
 JA1995'OF LYNNVILLE ON THE HIGHEST PART OF BIG DITNEY HILL
 JA1995'AND IS 6 FEET NORTH OF A WITNESS
 JA1995'POST.  THE MARK PROJECTS 15 INCHES
 JA1995'AND THE DISK IS STAMPED DITNEY 1934.
 JA1995'
 JA1995'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 JA1995'SET 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
 JA1995'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED 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
 JA1995'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
 JA1995'ROAD AND 3 FEET WEST OF A WITNESS POST.  THE MARK
 JA1995'PROJECTS 8 INCHES AND THE DISK
 JA1995'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
 JA1995'0.45 MILES TO A GROSSROAD AND THE HE BARCLAY STORE ON
 JA1995'THE LEFT, TURN RIGHT AND GO WEST
 JA1995'ON A GRAVEL ROAD FOR 1.9 MILES TO A
 JA1995'T-ROAD INTERSECTION, THEN LEFT 0.25 MILE TO A
 JA1995'FORT, TAKE RIGHT
 JA1995'FORK, FOLLOWING MAIN TRAVELLED ROAD FOR 2.9 MILES TO ANOTHER T-ROAD
 JA1995'INTERSECTION, THEN
 JA1995'STRAIGHT AHEAD THROUGH GATE AND FOLLOW TRACK ROAD
 JA1995'DOWN A DRAW FOR 0.3 MILE, KEEP LEFT
 JA1995'AND CIRCLE POND ON A DIM TRACK
 JA1995'ROAD FOR 0.25 MILE TO A FENCE AND A POLE GATE, ENTER
 JA1995'GATE AND FOLLOW
 JA1995'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
 JA1995'TREE.  THE OBSTRUCTION WAS DUE TO THE 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 = OCTOBER  6, 2006
 HA1068 ***********************************************************************
 HA1068  DESIGNATION -  DIXON
 HA1068  PID         -  HA1068
 HA1068  STATE/COUNTY-  IN/POSEY
 HA1068  USGS QUAD   -  UNIONTOWN (1981)
 HA1068
 HA1068                         *CURRENT SURVEY CONTROL
 HA1068  ___________________________________________________________________
 HA1068* NAD 83(1997)-  37 51 09.75413(N)    087 56 14.29645(W)     ADJUSTED  
 HA1068* NAVD 88     -       112.790  (meters)     370.05   (feet)  ADJUSTED  
 HA1068  ___________________________________________________________________
 HA1068  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 HA1068  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 HA1068  DYNAMIC HT  -         112.713 (meters)     369.79  (feet)  COMP
 HA1068  MODELED GRAV-     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
 HA1068.and adjusted by the National Geodetic Survey in June 1991..
 HA1068
 HA1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1068
 HA1068.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 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
 HA1068.Superseded values are not recommended for survey control.
 HA1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1068.See file dsdata.txt to determine how the superseded data were derived.
 HA1068
 HA1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG1754289887(NAD 83)
 HA1068_MARKER: DS = TRIANGULATION STATION DISK
 HA1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA1068_STAMPING: DIXON 1960
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 HA1070 ***********************************************************************
 HA1070  DESIGNATION -  DIXON AZ MK
 HA1070  PID         -  HA1070
 HA1070  STATE/COUNTY-  IN/POSEY
 HA1070  USGS QUAD   -  UNIONTOWN (1981)
 HA1070
 HA1070                         *CURRENT SURVEY CONTROL
 HA1070  ___________________________________________________________________
 HA1070* NAD 83(1986)-  37 51 24.     (N)    087 56 13.     (W)     SCALED    
 HA1070* NAVD 88     -       112.065  (meters)     367.67   (feet)  ADJUSTED  
 HA1070  ___________________________________________________________________
 HA1070  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 HA1070  DYNAMIC HT  -         111.989 (meters)     367.42  (feet)  COMP
 HA1070  MODELED GRAV-     979,943.4   (mgal)                       NAVD 88
 HA1070
 HA1070  VERT ORDER  -  FIRST     CLASS II
 HA1070
 HA1070.The horizontal coordinates were scaled from a topographic map and have
 HA1070.an estimated accuracy of +/- 6 seconds.
 HA1070
 HA1070.The orthometric height was determined by differential leveling
 HA1070.and adjusted by the National Geodetic Survey in June 1991..
 HA1070
 HA1070.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1070.See file dsdata.txt to determine how the superseded data were derived.
 HA1070
 HA1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG175903(NAD 83)
 HA1070_MARKER: DZ = AZIMUTH MARK DISK
 HA1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA1070_STAMPING: DIXON 1960
 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             NGS
 HA1070
 HA1070                          STATION DESCRIPTION
 HA1070
 HA1070'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA1069 ***********************************************************************
 HA1069  DESIGNATION -  DIXON RM 1
 HA1069  PID         -  HA1069
 HA1069  STATE/COUNTY-  IN/POSEY
 HA1069  USGS QUAD   -  UNIONTOWN (1981)
 HA1069
 HA1069                         *CURRENT SURVEY CONTROL
 HA1069  ___________________________________________________________________
 HA1069* NAD 83(1986)-  37 51 10.     (N)    087 56 13.     (W)     SCALED    
 HA1069* NAVD 88     -       112.507  (meters)     369.12   (feet)  ADJUSTED  
 HA1069  ___________________________________________________________________
 HA1069  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 HA1069  DYNAMIC HT  -         112.430 (meters)     368.86  (feet)  COMP
 HA1069  MODELED GRAV-     979,943.1   (mgal)                       NAVD 88
 HA1069
 HA1069  VERT ORDER  -  FIRST     CLASS II
 HA1069
 HA1069.The horizontal coordinates were scaled from a topographic map and have
 HA1069.an estimated accuracy of +/- 6 seconds.
 HA1069
 HA1069.The orthometric height was determined by differential leveling
 HA1069.and adjusted by the National Geodetic Survey in June 1991..
 HA1069
 HA1069.The geoid height was determined by GEOID03.
 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     -   289,500.      824,880.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1069.See file dsdata.txt to determine how the superseded data were derived.
 HA1069
 HA1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG175898(NAD 83)
 HA1069_MARKER: DR = REFERENCE MARK DISK
 HA1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA1069_STAMPING: DIXON NO 1 1960
 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             NGS
 HA1069
 HA1069                          STATION DESCRIPTION
 HA1069
 HA1069'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA1468 ***********************************************************************
 HA1468  DESIGNATION -  DODD
 HA1468  PID         -  HA1468
 HA1468  STATE/COUNTY-  IN/PERRY
 HA1468  USGS QUAD   -  CANNELTON (1993)
 HA1468
 HA1468                         *CURRENT SURVEY CONTROL
 HA1468  ___________________________________________________________________
 HA1468* NAD 83(1997)-  37 54 56.03164(N)    086 40 17.70923(W)     ADJUSTED  
 HA1468* NAVD 88     -       121.     (meters)     397.     (feet)  SCALED    
 HA1468  ___________________________________________________________________
 HA1468  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 HA1468  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 HA1468
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1468
 HA1468.The geoid height was determined by GEOID03.
 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  =   0.99959632
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1468.See file dsdata.txt to determine how the superseded data were derived.
 HA1468
 HA1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG2886796498(NAD 83)
 HA1468_MARKER: DS = TRIANGULATION STATION DISK
 HA1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1468_STAMPING: RM 1 DODD
 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 = OCTOBER  6, 2006
 HA0517 ***********************************************************************
 HA0517  DESIGNATION -  DODD RM 1
 HA0517  PID         -  HA0517
 HA0517  STATE/COUNTY-  IN/PERRY
 HA0517  USGS QUAD   -  CANNELTON (1993)
 HA0517
 HA0517                         *CURRENT SURVEY CONTROL
 HA0517  ___________________________________________________________________
 HA0517* NAD 83(1986)-  37 54 57.     (N)    086 40 16.     (W)     SCALED    
 HA0517* NAVD 88     -       120.861  (meters)     396.52   (feet)  ADJUSTED  
 HA0517  ___________________________________________________________________
 HA0517  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 HA0517  DYNAMIC HT  -         120.775 (meters)     396.24  (feet)  COMP
 HA0517  MODELED GRAV-     979,917.7   (mgal)                       NAVD 88
 HA0517
 HA0517  VERT ORDER  -  FIRST     CLASS II
 HA0517
 HA0517.The horizontal coordinates were scaled from a topographic map and have
 HA0517.an estimated accuracy of +/- 6 seconds.
 HA0517
 HA0517.The orthometric height was determined by differential leveling
 HA0517.and adjusted by the National Geodetic Survey in June 1991..
 HA0517
 HA0517.The geoid height was determined by GEOID03.
 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     -   296,230.      936,250.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0517.See file dsdata.txt to determine how the superseded data were derived.
 HA0517
 HA0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG289965(NAD 83)
 HA0517_MARKER: DR = REFERENCE MARK DISK
 HA0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0517_STAMPING: DODD NO 1 1946
 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             NGS
 HA0517  HISTORY     - 20000308 GOOD             LOCSUR
 HA0517
 HA0517                          STATION DESCRIPTION
 HA0517
 HA0517'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1873 ***********************************************************************
 KA1873  DESIGNATION -  DODDSVILLE
 KA1873  PID         -  KA1873
 KA1873  STATE/COUNTY-  IN/SULLIVAN
 KA1873  USGS QUAD   -  FAIRBANKS (1977)
 KA1873
 KA1873                         *CURRENT SURVEY CONTROL
 KA1873  ___________________________________________________________________
 KA1873* NAD 83(1997)-  39 08 20.44508(N)    087 31 12.05340(W)     ADJUSTED  
 KA1873* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 KA1873  ___________________________________________________________________
 KA1873  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 KA1873  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KA1873
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1873
 KA1873.The geoid height was determined by GEOID03.
 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;SPC IL E     -   274,725.408   370,315.514   MT  1.00003586   +0 30 48.2
 KA1873;SPC IL E     -   901,328.28  1,214,943.48   sFT  1.00003586   +0 30 48.2
 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     -   0.99997494  x   0.99998421  =   0.99995915
 KA1873!SPC IL E     -   0.99997494  x   1.00003586  =   1.00001080
 KA1873!UTM  16      -   0.99997494  x   0.99962487  =   0.99959982
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1873.See file dsdata.txt to determine how the superseded data were derived.
 KA1873
 KA1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5505932332(NAD 83)
 KA1873_MARKER: DS = TRIANGULATION STATION DISK
 KA1873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1743 ***********************************************************************
 JA1743  DESIGNATION -  DOGWOOD
 JA1743  PID         -  JA1743
 JA1743  STATE/COUNTY-  IN/HARRISON
 JA1743  USGS QUAD   -  LACONIA (1994)
 JA1743
 JA1743                         *CURRENT SURVEY CONTROL
 JA1743  ___________________________________________________________________
 JA1743* NAD 83(1997)-  38 05 01.40932(N)    086 04 14.09496(W)     ADJUSTED  
 JA1743* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 JA1743  ___________________________________________________________________
 JA1743  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 JA1743  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JA1743
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1743
 JA1743.The geoid height was determined by GEOID03.
 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     -   0.99996973  x   0.99998213  =   0.99995186
 JA1743!SPC IN W     -   0.99996973  x   1.00006386  =   1.00003359
 JA1743!SPC KY1Z     -   0.99996973  x   0.99991146  =   0.99988119
 JA1743!SPC KY S     -   0.99996973  x   1.00003091  =   1.00000064
 JA1743!UTM  16      -   0.99996973  x   0.99968182  =   0.99965156
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1743.See file dsdata.txt to determine how the superseded data were derived.
 JA1743
 JA1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8150815512(NAD 83)
 JA1743_MARKER: DS = TRIANGULATION STATION DISK
 JA1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1742 ***********************************************************************
 JA1742  DESIGNATION -  DOGWOOD ST MICHAELS CATH CH
 JA1742  PID         -  JA1742
 JA1742  STATE/COUNTY-  IN/HARRISON
 JA1742  USGS QUAD   -  LACONIA (1994)
 JA1742
 JA1742                         *CURRENT SURVEY CONTROL
 JA1742  ___________________________________________________________________
 JA1742* NAD 83(1997)-  38 05 53.68546(N)    086 04 27.30669(W)     ADJUSTED  
 JA1742* NAVD 88     -                                                        
 JA1742  ___________________________________________________________________
 JA1742  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 JA1742  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JA1742
 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
 JA1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1742
 JA1742.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1742
 JA1742  NAD 83(1993)-  38 05 53.68562(N)    086 04 27.30717(W) AD(       ) 4
 JA1742  NAD 83(1986)-  38 05 53.69103(N)    086 04 27.31310(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1742.See file dsdata.txt to determine how the superseded data were derived.
 JA1742
 JA1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8117117120(NAD 83)
 JA1742_MARKER: 90 = CHURCH SPIRE
 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 = OCTOBER  6, 2006
 LA2010 ***********************************************************************
 LA2010  DESIGNATION -  DOMESTIC
 LA2010  PID         -  LA2010
 LA2010  STATE/COUNTY-  IN/ADAMS
 LA2010  USGS QUAD   -  DOMESTIC (1992)
 LA2010
 LA2010                         *CURRENT SURVEY CONTROL
 LA2010  ___________________________________________________________________
 LA2010* NAD 83(1997)-  40 35 53.39482(N)    085 02 26.94960(W)     ADJUSTED  
 LA2010* NAVD 88     -       263.     (meters)     863.     (feet)  SCALED    
 LA2010  ___________________________________________________________________
 LA2010  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 LA2010  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 LA2010
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2010
 LA2010.The geoid height was determined by GEOID03.
 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     -   0.99996405  x   1.00000119  =   0.99996524
 LA2010!UTM  16      -   0.99996405  x   0.99993826  =   0.99990231
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2010.See file dsdata.txt to determine how the superseded data were derived.
 LA2010
 LA2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK6577295996(NAD 83)
 LA2010_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2010_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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, 4 MILES
 LA2010'WEST OF GENEVA, 78 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 30
 LA2010'FEET WEST OF THE CENTER OF STATE
 LA2010'HIGHWAY 116, 27 FEET NORTH-NORTHWEST OF A TWIN HICKORY TREE, 9.5
 LA2010'FEET EAST OF A WIRE FENCE, 9 FEET EAST OF
 LA2010'A WHITE 4 INCH X 4 INCH WITNESS POST, AND ON THE
 LA2010'RIGHT-OF-WAY OF STATE HIGHWAY 116.
 LA2010'
 LA2010'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 LA2010'HIGHWAY 116 IN GENEVA, GO
 LA2010'WEST ON STATE HIGHWAY 116 FOR 4.4 MILES TO WHERE THE HIGHWAY TURNS
 LA2010'FROM WEST TO NORTH AND THE AZIMUTH
 LA2010'MARK IN THE NORTHEAST CORNER OF THE INTERSECTION, TURN
 LA2010'RIGHT (NORTH) FOLLOW THE HIGHWAY FOR 0.4 MILE TO
 LA2010'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
 LA2010'POLE.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 LA2010'DOMESTIC NO 1 1955.
 LA2010'
 LA2010'REFERENCE MARK 2 IS 78 FEET WEST OF THE CENTER OF THE HIGHWAY, 36
 LA2010'FEET WEST OF A FENCE CORNER,
 LA2010'17 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, AND 1 FOOT NORTH OF
 LA2010'A WIRE FENCE.  THE MARK PROJECTS 5
 LA2010'INCHES, 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,
 LA2010'43 FEET EAST OF THE CENTER OF
 LA2010'THE HIGHWAY, 5 FEET NORTH OF A POWERLINE POLE, AND 3.5 FEET NORTHEAST
 LA2010'OF A WHITE 4 INCH X 4 INCH WITNESS
 LA2010'POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 LA2010'DOMESTIC 1955.
 LA2010'
 LA2010'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2175 ***********************************************************************
 LA2175  DESIGNATION -  DORA
 LA2175  PID         -  LA2175
 LA2175  STATE/COUNTY-  IN/HUNTINGTON
 LA2175  USGS QUAD   -  ANDREWS (1994)
 LA2175
 LA2175                         *CURRENT SURVEY CONTROL
 LA2175  ___________________________________________________________________
 LA2175* NAD 83(1997)-  40 47 55.43205(N)    085 36 52.73838(W)     ADJUSTED  
 LA2175* NAVD 88     -       249.     (meters)     817.     (feet)  SCALED    
 LA2175  ___________________________________________________________________
 LA2175  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 LA2175  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 LA2175
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2175
 LA2175.The geoid height was determined by GEOID03.
 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     -   0.99996631  x   0.99996690  =   0.99993322
 LA2175!UTM  16      -   0.99996631  x   0.99976810  =   0.99973442
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2175.See file dsdata.txt to determine how the superseded data were derived.
 LA2175
 LA2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1686517338(NAD 83)
 LA2175_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 LA2175'MILES NORTHWEST OF MT ETNA ON THE SOUTH SIDE OF STATE HIGHWAY NO. 105
 LA2175'ON PROPERTY OF MR. BURR HALLOWELL.
 LA2175'IT IS 85 FEET SOUTH OF THE CENTER OF HIGHWAY AND 41
 LA2175'FEET WEST OF THE CENTER OF DRIVEWAY.  THE MARK PROJECTS
 LA2175'8 INCHES AND THE DISK IS STAMPED
 LA2175'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
 LA2175'HIGHWAY AND 1 FOOT WEST OF A FENCELINE.  THE MARK PROJECTS 4 INCHES
 LA2175'AND THE DISK IS STAMPED DORA NO 1
 LA2175'1948.
 LA2175'
 LA2175'REFERENCE MARK NO. 2 IS 98.85 FEET NORTHWEST OF THE STATION.  IT IS
 LA2175'19 FEET SOUTH OF THE CENTER OF
 LA2175'HIGHWAY, 2 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A
 LA2175'FENCELINE.  THE MARK PROJECTS 4
 LA2175'INCHES AND 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
 LA2175'INTERSECTION OF HIGHWAY AND GRAVEL DRIVEWAY AND 18 FEET NORTH OF THE
 LA2175'CENTER OF HIGHWAY.  THE MARK IS
 LA2175'A 6 BY 6 INCH CONCRETE POST WHICH PROJECTS 2 INCHES WITH A
 LA2175'STANDARD USC AND GM BM DISK STAMPED Q 203
 LA2175'1946.
 LA2175'
 LA2175'THE AZIMUTH MARK IS 0.4 MILE EAST OF THE STATION.  IT IS 16 FEET
 LA2175'SOUTH OF THE CENTER OF
 LA2175'HIGHWAY, 3 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT WEST OF A
 LA2175'POWERLINE POLE.  THE MARK PROJECTS
 LA2175'6 INCHES AND THE 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
 LA2175'WEST OF MT ETNA GO NORTH ON STATE HIGHWAY NO. 105 FOR 4.5 MILES TO
 LA2175'THE STATION ON THE RIGHT AS
 LA2175'DESCRIBED, CONTINUE FOR 0.4 MILE TO THE AZIMUTH MARK ON
 LA2175'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.
 LA2175'
 LA2175'ALL REFERENCE MARKS AND AZIMUTH MARK FOUND IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1837 ***********************************************************************
 KA1837  DESIGNATION -  DRAKE 1947
 KA1837  PID         -  KA1837
 KA1837  STATE/COUNTY-  IN/VIGO
 KA1837  USGS QUAD   -  PIMENTO (1986)
 KA1837
 KA1837                         *CURRENT SURVEY CONTROL
 KA1837  ___________________________________________________________________
 KA1837* NAD 83(1997)-  39 22 06.45616(N)    087 28 30.50498(W)     ADJUSTED  
 KA1837* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 KA1837  ___________________________________________________________________
 KA1837  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 KA1837  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KA1837
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1837
 KA1837.The geoid height was determined by GEOID03.
 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;SPC IL E     -   300,234.410   373,953.762   MT  1.00004231   +0 32 39.8
 KA1837;SPC IL E     -   985,019.06  1,226,879.97   sFT  1.00004231   +0 32 39.8
 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     -   0.99998189  x   0.99998070  =   0.99996259
 KA1837!SPC IL E     -   0.99998189  x   1.00004231  =   1.00002420
 KA1837!UTM  16      -   0.99998189  x   0.99962063  =   0.99960253
 KA1837
 KA1837|---------------------------------------------------------------------|
 KA1837| PID    Reference Object                     Distance      Geod. Az  |
 KA1837|                                                           dddmmss.s |
 KA1837| KA1838 NO 217 INGS 1947                     29.809 METERS 00518     |
 KA1837| KA1128 TT 19 D                              13.929 METERS 09032     |
 KA1837| KA1841 NO 216 INGS 1947                    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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1837.See file dsdata.txt to determine how the superseded data were derived.
 KA1837
 KA1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5907157774(NAD 83)
 KA1837_MARKER: DS = TRIANGULATION STATION DISK
 KA1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1837_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1262 ***********************************************************************
 JA1262  DESIGNATION -  DRESS
 JA1262  PID         -  JA1262
 JA1262  STATE/COUNTY-  IN/VANDERBURGH
 JA1262  USGS QUAD   -  EVANSVILLE NORTH (1988)
 JA1262
 JA1262                         *CURRENT SURVEY CONTROL
 JA1262  ___________________________________________________________________
 JA1262* NAD 83(1997)-  38 02 12.51505(N)    087 31 56.51930(W)     ADJUSTED  
 JA1262* NAVD 88     -       115.958  (meters)     380.44   (feet)  POSTED    
 JA1262  ___________________________________________________________________
 JA1262  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 JA1262  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 JA1262  DYNAMIC HT  -         115.880 (meters)     380.18  (feet)  COMP
 JA1262  MODELED GRAV-     979,942.1   (mgal)                       NAVD 88
 JA1262
 JA1262  HORZ ORDER  -  SECOND
 JA1262  VERT ORDER  -  * POSTED, Code F , 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.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 JA1262.rate greater than 8.0 mm/km.
 JA1262
 JA1262.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1262
 JA1262.The geoid height was determined by GEOID03.
 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;                    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     -   0.99998668  x   0.99998580  =   0.99997248
 JA1262!UTM  16      -   0.99998668  x   0.99962688  =   0.99961357
 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      458.002 METERS 2532241.4 |
 JA1262| JA2035 DRESS MEMORIAL APT RADAR DOME       APPROX. 0.6 KM 2562448.3 |
 JA1262| JA2039 EVANSVILLE MUNICIPAL TANK           APPROX. 2.9 KM 2664733.5 |
 JA1262| JA2034 EVANSVILLE MUNICIPAL STANDPIPE      APPROX. 3.0 KM 2665618.5 |
 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
 JA1262.Superseded values are not recommended for survey control.
 JA1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1262.See file dsdata.txt to determine how the superseded data were derived.
 JA1262
 JA1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5328310033(NAD 83)
 JA1262_MARKER: DS = TRIANGULATION STATION DISK
 JA1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1262_SP_SET: CONCRETE POST
 JA1262_STAMPING: DRESS 1961
 JA1262_MARK LOGO: CGS   
 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             NGS
 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
 JA1262'0.3 MILE TO THE STATION ON EAST SIDE OF RUNWAY AS DESCRIBED.
 JA1262'
 JA1262'STATION MARK, A STANDARD TRIANGULATION STATION DISK SET IN TOP OF A
 JA1262'12 INCH SQUARE CONCRETE
 JA1262'POST WHICH IS SET FLUSH WITH THE SURFACE OF THE
 JA1262'GROUND AND IS STAMPED DRESS 1961.
 JA1262'THE MARK IS 486 FEET EAST EDGE OF
 JA1262'THE NORTH-SOUTH RUNWAY, 459 FEET SOUTH THE SOUTH EDGE OF THE
 JA1262'EAST-WEST RUNWAY AND 64.6 FEET SOUTH OF A 4 X 4 INCH SQUARE WITNESS
 JA1262'POST.
 JA1262'
 JA1262'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 JA1262'SQUARE CONCRETE POST
 JA1262'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 JA1262'IS STAMPED DRESS NO 1 1961.  THE
 JA1262'MARK IS 420 FEET EAST OF THE EAST
 JA1262'EDGE OF THE NORTH-SOUTH RUNWAY AND 85.2 FEET
 JA1262'SOUTHWEST OF A 4 X 4
 JA1262'INCH SQUARE WITNESS POST.
 JA1262'
 JA1262'DRESS MEMORIAL AIRPORT ARP IS A STANDARD BRONZE DISK SET IN TOP OF A
 JA1262'12 INCH SQUARE CONCRETE
 JA1262'POST WHICH IS SET FLUSH WITH THE SURFACE OF THE
 JA1262'GROUND AND IS STAMPED ARP 1960.
 JA1262'THE MARK IS 391 FEET SOUTH OF THE
 JA1262'EAST-WEST RUNWAY AND 3 FEET NORTH-NORTHEAST OF A 4
 JA1262'X 4 INCH SQUARE WITNESS POST.
 JA1262'
 JA1262'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH SQUARE
 JA1262'CONCRETE POST WHICH IS SET
 JA1262'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 JA1262'DRESS 1961.  THE MARK IS ABOUT 500
 JA1262'FEET EAST OF THE NORTH END OF THE
 JA1262'NORTH-SOUTH RUNWAY, ABOUT 0.1 MILE WEST-SOUTHWEST OF
 JA1262'THE SOUTHWEST
 JA1262'CORNER OF THE SUNBEAM PLASTIC CORPORATION BUILDING, 145.6 FEET
 JA1262'NORTH-NORTHWEST OF
 JA1262'THE SOUTHWEST CORNER OF A LARGE CONCRETE RAMP, 87
 JA1262'FEET SOUTH-SOUTHEAST OF SOUTH EDGE OF
 JA1262'TAXI STRIP, 38 FEET WEST OF THE
 JA1262'WEST EDGE OF A LARGE CONCRETE RAMP AND ABOUT 0.1 MILE
 JA1262'SOUTH OF STATE HIGHWAY 57.
 JA1262'
 JA1262'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ACROSS RUNWAY
 JA1262'TO CONTROL TOWER,
 JA1262'TURN RIGHT GO NORTHERLY AND EAST ALONG EDGE OF TAXI
 JA1262'STRIP FOR 0.5 MILE TO THE MARK ON
 JA1262'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
 JA1262'MARK WERE
 JA1262'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
 JA1262'CENTRAL RAILROAD FROM THE IVOR JAQUESS STORE AT
 JA1262'DAYLIGHT, THENCE 1.0 MILE SOUTHWEST
 JA1262'ALONG STATE HIGHWAY 57, THENCE
 JA1262'0.5 MILE SOUTH ALONG A NORTH-SOUTH RUNWAY OF THE DRESS MEMORIAL
 JA1262'AIRPORT, IN SECTION 4, T 6 S, R 10 W, ABOUT 0.25 MILE EAST-NORTHEAST
 JA1262'OF A PASSENGER
 JA1262'TERMINAL BUILDING, NEAR THE CENTER AND NORTH SIDE OF A
 JA1262'LARGE GRASSY TRIANGLE FORMED BY
 JA1262'THREE RUNWAYS, 0.1 MILE NORTHWEST OF
 JA1262'THE NORTHWEST EDGE OF THE NORTHEAST-SOUTHWEST
 JA1262'RUNWAY, 162 YARDS EAST
 JA1262'OF THE EAST EDGE OF THE NORTH-SOUTH RUNWAY, 126 YARDS SOUTH OF
 JA1262'THE SOUTH EDGE
 JA1262'OF AN EAST-WEST RUNWAY, 65 FEET SOUTH OF A WHITE WOODEN
 JA1262'WITNESS POST, AND SET IN THE
 JA1262'TOP OF A CONCRETE POST WHICH IS FLUSH
 JA1262'WITH THE 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
 JA1262'YORK CENTRAL RAILROAD FORM THE IVOR JAQUESS STORE AT
 JA1262'DAYLIGHT, THENCE 1.0 MILE
 JA1262'SOUTHWEST ALONG STATE HIGHWAY 57, AT THE
 JA1262'NORTH PORTION OF THE DRESS MEMORIAL AIRPORT,
 JA1262'0.1 MILE WEST OF A LARGE
 JA1262'HANGAR, ABOUT 350 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 JA1262'351 FEET SOUTH
 JA1262'OF A FIRE HYDRANT, 86 FEET SOUTH OF THE SOUTH EDGE OF A
 JA1262'TAXIWAY, 38 FEET WEST OF THE
 JA1262'WEST EDGE OF A CONCRETE APRON ON THE
 JA1262'WEST SIDE OF A HANGAR, AND SET IN THE TOP OF A
 JA1262'CONCRETE POST ABOUT
 JA1262'LEVEL WITH THE GROUND.
 JA1262
 JA1262                          STATION RECOVERY (1965)
 JA1262
 JA1262'RECOVERY NOTE BY NATIONAL 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
 JA1262'A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 JA1262'OF THE GROUND AND IS STAMPED DRESS 1961.  THE MARK IS 486 FEET EAST
 JA1262'OF THE EAST EDGE OF THE NORTH-SOUTH RUNWAY, 459 FEET SOUTH OF THE
 JA1262'SOUTH EDGE OF THE EAST-WEST RUNWAY, 81.8 FEET NORTHEAST OF THE
 JA1262'4TH TAXIWAY LIGHT SOUTHWEST OF THE CLOSE LIGHTS AT THE CURVE INTO
 JA1262'THE RUNWAY.  73.5 FEET SOUTHEAST OF THE TAXIWAY.
 JA1262'
 JA1262'REFERENCE MARKS AND AZIMUTH MARK WERE SEARCHED FOR BUT NOT
 JA1262'FOUND.  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
 JA1262'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR AND NOT
 JA1262'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
 JA1262'IN 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 (4.15
 JA1262'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 = OCTOBER  6, 2006
 JA1263 ***********************************************************************
 JA1263  DESIGNATION -  DRESS AZ
 JA1263  PID         -  JA1263
 JA1263  STATE/COUNTY-  IN/VANDERBURGH
 JA1263  USGS QUAD   -  EVANSVILLE NORTH (1988)
 JA1263
 JA1263                         *CURRENT SURVEY CONTROL
 JA1263  ___________________________________________________________________
 JA1263* NAD 83(1997)-  38 02 36.16886(N)    087 31 54.66981(W)     ADJUSTED  
 JA1263* NAVD 88     -       118.650  (meters)     389.27   (feet)  POSTED    
 JA1263  ___________________________________________________________________
 JA1263  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 JA1263  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 JA1263  DYNAMIC HT  -         118.570 (meters)     389.01  (feet)  COMP
 JA1263  MODELED GRAV-     979,942.3   (mgal)                       NAVD 88
 JA1263
 JA1263  HORZ ORDER  -  SECOND
 JA1263  VERT ORDER  -  * POSTED, Code D , 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.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JA1263.rate of 3.1 thru 4.0 mm/km.
 JA1263
 JA1263.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1263
 JA1263.The geoid height was determined by GEOID03.
 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;                    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     -   0.99998626  x   0.99998575  =   0.99997201
 JA1263!UTM  16      -   0.99998626  x   0.99962682  =   0.99961309
 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
 JA1263.Superseded values are not recommended for survey control.
 JA1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1263.See file dsdata.txt to determine how the superseded data were derived.
 JA1263
 JA1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5333210762(NAD 83)
 JA1263_MARKER: DZ = AZIMUTH MARK DISK
 JA1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1263_STAMPING: DRESS 1961
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 KA1842 ***********************************************************************
 KA1842  DESIGNATION -  DRESSER PUB SER PWR STKS MIDPT
 KA1842  PID         -  KA1842
 KA1842  STATE/COUNTY-  IN/VIGO
 KA1842  USGS QUAD   -  TERRE HAUTE (1993)
 KA1842
 KA1842                         *CURRENT SURVEY CONTROL
 KA1842  ___________________________________________________________________
 KA1842* NAD 83(1997)-  39 24 11.09364(N)    087 29 41.57475(W)     ADJUSTED  
 KA1842* NAVD 88     -                                                        
 KA1842  ___________________________________________________________________
 KA1842  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 KA1842  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KA1842
 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
 KA1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1842
 KA1842.The geoid height was determined by GEOID03.
 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;SPC IL E     -   304,062.197   372,216.834   MT  1.00003919   +0 31 56.1
 KA1842;SPC IL E     -   997,577.39  1,221,181.40   sFT  1.00003919   +0 31 56.1
 KA1842;UTM  16      - 4,361,625.336   457,391.408   MT  0.99962235   -0 18 50.9
 KA1842
 KA1842                          SUPERSEDED SURVEY CONTROL
 KA1842
 KA1842  NAD 83(1986)-  39 24 11.10100(N)    087 29 41.56820(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1842.See file dsdata.txt to determine how the superseded data were derived.
 KA1842
 KA1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5739161625(NAD 83)
 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 = OCTOBER  6, 2006
 JZ3292 ***********************************************************************
 JZ3292  DESIGNATION -  DUBLIN MUNICIPAL TANK
 JZ3292  PID         -  JZ3292
 JZ3292  STATE/COUNTY-  IN/WAYNE
 JZ3292  USGS QUAD   -  CAMBRIDGE CITY (1981)
 JZ3292
 JZ3292                         *CURRENT SURVEY CONTROL
 JZ3292  ___________________________________________________________________
 JZ3292* NAD 83(1997)-  39 48 45.30687(N)    085 12 28.95629(W)     ADJUSTED  
 JZ3292* NAVD 88     -                                                        
 JZ3292  ___________________________________________________________________
 JZ3292  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 JZ3292  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JZ3292
 JZ3292  HORZ ORDER  -  THIRD
 JZ3292
 JZ3292.The horizontal coordinates were established by classical geodetic methods
 JZ3292.and adjusted by the National Geodetic Survey in May 1999..
 JZ3292
 JZ3292
 JZ3292.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3292
 JZ3292.The geoid height was determined by GEOID03.
 JZ3292
 JZ3292;                    North         East     Units Scale Factor Converg.
 JZ3292;SPC IN E     -   506,809.770   139,269.234   MT  0.99998564   +0 17 37.1
 JZ3292;SPC IN E     - 1,662,758.39    456,919.15   sFT  0.99998564   +0 17 37.1
 JZ3292;UTM  16      - 4,408,492.375   653,382.789   MT  0.99988964   +1 08 51.3
 JZ3292
 JZ3292                          SUPERSEDED SURVEY CONTROL
 JZ3292
 JZ3292  NAD 83(1995)-  39 48 45.30892(N)    085 12 28.96274(W) AD(       ) 4
 JZ3292  NAD 83(1986)-  39 48 45.30946(N)    085 12 28.97057(W) AD(       ) 4
 JZ3292  NAD 27      -  39 48 45.14000(N)    085 12 29.09700(W) AD(       ) 3
 JZ3292
 JZ3292.Superseded values are not recommended for survey control.
 JZ3292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3292.See file dsdata.txt to determine how the superseded data were derived.
 JZ3292
 JZ3292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK5338308492(NAD 83)
 JZ3292_MARKER: 51 = TANK
 JZ3292
 JZ3292  HISTORY     - Date     Condition        Report By
 JZ3292  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3292  HISTORY     - 20030511 MARK NOT FOUND   GEOCAC
 JZ3292
 JZ3292                          STATION DESCRIPTION
 JZ3292
 JZ3292'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3292'A TANK LOCATED IN THE CENTER OF THE VILLAGE OF DUBLIN, ONE BLOCK N.
 JZ3292'OF U.S. HIGHWAY 40 MAIN STREET . IT HAS FOUR BLACK TRUSSWORK
 JZ3292'LEGS ABOUT 100 FEET HIGH, A VERTICAL SECTION PAINTED SILVER, ABOUT 25
 JZ3292'FEET HIGH, WITH A CONICAL ROOF HAVING A SILVER BALL AT ITS
 JZ3292'APEX AND A RED BULB ON TOP OF THE BALL. TOTAL HEIGHT, ABOUT 125 FEET.
 JZ3292
 JZ3292                          STATION RECOVERY (2003)
 JZ3292
 JZ3292'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ3292'THE TANK IS NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1969 ***********************************************************************
 JA1969  DESIGNATION -  DUBO
 JA1969  PID         -  JA1969
 JA1969  STATE/COUNTY-  IN/DUBOIS
 JA1969  USGS QUAD   -  VELPEN (1980)
 JA1969
 JA1969                         *CURRENT SURVEY CONTROL
 JA1969  ___________________________________________________________________
 JA1969* NAD 83(1997)-  38 16 08.20233(N)    087 02 09.27576(W)     ADJUSTED  
 JA1969* NAVD 88     -       173.     (meters)     568.     (feet)  SCALED    
 JA1969  ___________________________________________________________________
 JA1969  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 JA1969  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 JA1969
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1969
 JA1969.The geoid height was determined by GEOID03.
 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     -   0.99997789  x   0.99996688  =   0.99994477
 JA1969!UTM  16      -   0.99997789  x   0.99960012  =   0.99957802
 JA1969
 JA1969:                Primary Azimuth Mark                     Grid Az
 JA1969:SPC IN W     -  HUNTINGBURG SALEM EVAN REF CH            065 50 20.2
 JA1969:UTM  16      -  HUNTINGBURG SALEM EVAN REF CH            065 53 26.0
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1969.See file dsdata.txt to determine how the superseded data were derived.
 JA1969
 JA1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9685935656(NAD 83)
 JA1969_MARKER: DS = TRIANGULATION STATION DISK
 JA1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1969'MILES NORTH FROM
 JA1969'HOLLAND, 4.75 MILES WEST-SOUTHWEST FROM HUNTINBURG ON LAND
 JA1969'OWNED BY HARVEY ROTHERT.  IT
 JA1969'IS 59 FEET SOUTH-SOUTHWEST OF STATE
 JA1969'HIGHWAY INTERSECTION 42.2 FEET SOUTH OF STATE
 JA1969'HIGHWAY 64 AND 50.6
 JA1969'FEET WEST OF STATE HIGHWAY 161.  THE MARK IS 18 INCHES
 JA1969'UNDERGROUND AND
 JA1969'THE DISK IS STAMPED DUBO 1946.
 JA1969'
 JA1969'REFERENCE MARK NO 1 IS 136.35 FEET EAST-NORTHEAST OF THE STATION,
 JA1969'20.6 FEET SOUTH OF STATE
 JA1969'HIGHWAY 64, AND 85 FEET EAST OF THE JUNCTION OF 64 AND
 JA1969'161, 2.9 FEET WEST OF A WHITE
 JA1969'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
 JA1969'WEST OF STATE HIGHWAY 161
 JA1969'AND 1 FOOT SOUTHWEST OF A WIRE FENCE LINE.  THE MARK
 JA1969'PROJECTS 6 INCHES AND THE DISK
 JA1969'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,
 JA1969'GO WEST ON STATE HIGHWAY 64 FOR 4.9 MILES TO THE
 JA1969'JUNCTION WITH STATE HIGHWAY 161
 JA1969'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
 JA1969'OF INDIANA,
 JA1969'VINCENNES, INDIANA DATED OCTOBER 10, 1955-
 JA1969'
 JA1969'DUE TO ROAD CONSTRUCTION, REFERENCE MARKS 1 AND 2 WERE RESET IN THE
 JA1969'EXACT ORIGINAL
 JA1969'LOCATION ON THE BACK SLOPES OF THE CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1971 ***********************************************************************
 KA1971  DESIGNATION -  DUBOIS
 KA1971  PID         -  KA1971
 KA1971  STATE/COUNTY-  IN/JOHNSON
 KA1971  USGS QUAD   -  FRANKLIN (1994)
 KA1971
 KA1971                         *CURRENT SURVEY CONTROL
 KA1971  ___________________________________________________________________
 KA1971* NAD 83(1997)-  39 28 38.55649(N)    086 02 51.82076(W)     ADJUSTED  
 KA1971* NAVD 88     -       221.63   (+/-2cm)     727.1    (feet)  VERTCON   
 KA1971  ___________________________________________________________________
 KA1971  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 KA1971  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KA1971
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1971
 KA1971.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1971
 KA1971.The geoid height was determined by GEOID03.
 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  =   0.99965304
 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  NGVD 29 (07/19/86)  221.75   (m)          727.5    (f) LEVELING    3  
 KA1971
 KA1971.Superseded values are not recommended for survey control.
 KA1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1971.See file dsdata.txt to determine how the superseded data were derived.
 KA1971
 KA1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8190370187(NAD 83)
 KA1971_MARKER: DS = TRIANGULATION STATION DISK
 KA1971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA2225 ***********************************************************************
 LA2225  DESIGNATION -  DUBOIS
 LA2225  PID         -  LA2225
 LA2225  STATE/COUNTY-  IN/WABASH
 LA2225  USGS QUAD   -  WABASH (1994)
 LA2225
 LA2225                         *CURRENT SURVEY CONTROL
 LA2225  ___________________________________________________________________
 LA2225* NAD 83(1997)-  40 45 42.85596(N)    085 52 02.88745(W)     ADJUSTED  
 LA2225* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 LA2225  ___________________________________________________________________
 LA2225  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 LA2225  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 LA2225
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2225
 LA2225.The geoid height was determined by GEOID03.
 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     -   0.99996790  x   0.99997020  =   0.99993810
 LA2225!UTM  16      -   0.99996790  x   0.99971247  =   0.99968038
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2225.See file dsdata.txt to determine how the superseded data were derived.
 LA2225
 LA2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9559012944(NAD 83)
 LA2225_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 LA2225'PROPERTY OWNED BY MR. ALVA DUBOISE.  IT IS 81 FEET WEST OF THE CENTER
 LA2225'OF GRAVEL ROAD, 74 FEET NORTHWEST OF A
 LA2225'POWERLINE POLE AND 11 FEET SOUTH OF A FENCELINE.  THE MARK
 LA2225'IS UNDERGROUND 1 FOOT AND THE DISK IS STAMPED
 LA2225'DUBOIS 1948.
 LA2225'
 LA2225'REFERENCE MARK NO. 1 IS 94.19 FEET SOUTHEAST OF THE STATION.  IT IS
 LA2225'18 FEET WEST OF THE CENTER OF
 LA2225'GRAVEL ROAD, 2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT WEST OF A
 LA2225'FENCELINE.  THE MARK PROJECTS 6
 LA2225'INCHES AND 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
 LA2225'MARK PROJECTS 6 INCHES AND THE DISK IS 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
 LA2225'FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCELINE.
 LA2225'THE MARK PROJECTS 4 INCHES AND THE
 LA2225'DISK IS 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
 LA2225'ON HIGHWAY NO 13 FOR 2.4 MILES TO A GRAVEL T-ROAD RIGHT, TURN RIGHT
 LA2225'AND WEST FOR 2 MILES TO A GRAVEL
 LA2225'T-ROAD LEFT, TURN LEFT AND GO SOUTH FOR 0.3 MILE TO
 LA2225'THE STATION ON THE RIGHT AS DESCRIBED, CONTINUE FOR
 LA2225'0.5 MILE TO THE AZIMUTH MARK ON THE
 LA2225'LEFT.
 LA2225'
 LA2225'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1706 ***********************************************************************
 MD1706  DESIGNATION -  DUCK
 MD1706  PID         -  MD1706
 MD1706  STATE/COUNTY-  IN/ELKHART
 MD1706  USGS QUAD   -  BRISTOL (1994)
 MD1706
 MD1706                         *CURRENT SURVEY CONTROL
 MD1706  ___________________________________________________________________
 MD1706* NAD 83(1997)-  41 40 04.19263(N)    085 47 14.72891(W)     ADJUSTED  
 MD1706* NAVD 88     -       270.67   (+/-2cm)     888.0    (feet)  VERTCON   
 MD1706  ___________________________________________________________________
 MD1706  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 MD1706  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MD1706
 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.The vertical order pertains to the NGVD 29 superseded value.
 MD1706
 MD1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1706
 MD1706.The geoid height was determined by GEOID03.
 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     -   0.99996278  x   0.99996791  =   0.99993069
 MD1706!UTM  16      -   0.99996278  x   0.99972539  =   0.99968818
 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 (07/19/86)  270.80   (m)          888.4    (f) LEVELING    3  
 MD1706
 MD1706.Superseded values are not recommended for survey control.
 MD1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1706.See file dsdata.txt to determine how the superseded data were derived.
 MD1706
 MD1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM0094413607(NAD 83)
 MD1706_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA1803 ***********************************************************************
 KA1803  DESIGNATION -  DUGGER
 KA1803  PID         -  KA1803
 KA1803  STATE/COUNTY-  IN/SULLIVAN
 KA1803  USGS QUAD   -  DUGGER (1993)
 KA1803
 KA1803                         *CURRENT SURVEY CONTROL
 KA1803  ___________________________________________________________________
 KA1803* NAD 83(1997)-  39 04 18.31155(N)    087 15 24.04049(W)     ADJUSTED  
 KA1803* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 KA1803  ___________________________________________________________________
 KA1803  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 KA1803  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KA1803
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1803
 KA1803.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1803.See file dsdata.txt to determine how the superseded data were derived.
 KA1803
 KA1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7779624771(NAD 83)
 KA1803_MARKER: DS = TRIANGULATION STATION DISK
 KA1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA1804 ***********************************************************************
 KA1804  DESIGNATION -  DUGGER MUNICIPAL TANK
 KA1804  PID         -  KA1804
 KA1804  STATE/COUNTY-  IN/SULLIVAN
 KA1804  USGS QUAD   -  DUGGER (1993)
 KA1804
 KA1804                         *CURRENT SURVEY CONTROL
 KA1804  ___________________________________________________________________
 KA1804* NAD 83(1997)-  39 04 14.24435(N)    087 15 25.73166(W)     ADJUSTED  
 KA1804* NAVD 88     -                                                        
 KA1804  ___________________________________________________________________
 KA1804  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 KA1804  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KA1804
 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
 KA1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1804
 KA1804.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1804
 KA1804  NAD 83(1986)-  39 04 14.25107(N)    087 15 25.72718(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1804.See file dsdata.txt to determine how the superseded data were derived.
 KA1804
 KA1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7775524645(NAD 83)
 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 = OCTOBER  6, 2006
 LB2451 ***********************************************************************
 LB2451  DESIGNATION -  DUNCAN
 LB2451  PID         -  LB2451
 LB2451  STATE/COUNTY-  IN/HOWARD
 LB2451  USGS QUAD   -  KOKOMO EAST (1994)
 LB2451
 LB2451                         *CURRENT SURVEY CONTROL
 LB2451  ___________________________________________________________________
 LB2451* NAD 83(1997)-  40 25 51.65380(N)    086 06 30.16280(W)     ADJUSTED  
 LB2451* NAVD 88     -       260.25   (+/-2cm)     853.8    (feet)  VERTCON   
 LB2451  ___________________________________________________________________
 LB2451  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 LB2451  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 LB2451
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2451
 LB2451.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2451
 LB2451.The geoid height was determined by GEOID03.
 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     -   0.99996457  x   0.99998395  =   0.99994852
 LB2451!UTM  16      -   0.99996457  x   0.99967040  =   0.99963498
 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  NGVD 29 (07/19/86)  260.37   (m)          854.2    (f) LEVELING    3  
 LB2451
 LB2451.Superseded values are not recommended for survey control.
 LB2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2451.See file dsdata.txt to determine how the superseded data were derived.
 LB2451
 LB2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7562875979(NAD 83)
 LB2451_MARKER: DS = TRIANGULATION STATION DISK
 LB2451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2476 ***********************************************************************
 ME2476  DESIGNATION -  DUNE
 ME2476  PID         -  ME2476
 ME2476  STATE/COUNTY-  IN/PORTER
 ME2476  USGS QUAD   -  PORTAGE (1992)
 ME2476
 ME2476                         *CURRENT SURVEY CONTROL
 ME2476  ___________________________________________________________________
 ME2476* NAD 83(1997)-  41 37 06.57430(N)    087 13 11.59713(W)     ADJUSTED  
 ME2476* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 ME2476  ___________________________________________________________________
 ME2476  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 ME2476  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 ME2476
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2476
 ME2476.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2476.See file dsdata.txt to determine how the superseded data were derived.
 ME2476
 ME2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM8168107443(NAD 83)
 ME2476_MARKER: DD = SURVEY DISK
 ME2476_SETTING: 0 = UNSPECIFIED SETTING
 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
 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
 ME2476'SOUTH OF LAKE MICHIGAN ON
 ME2476'THE HIGHEST SAND DUNE IN THE VICINITY AND ON PROPERTY OWNED BY JOHN
 ME2476'D.  DEPHAUW.  IT IS 4 FEET EAST
 ME2476'OF A FENCELINE AND A WHITE WITNESS POST.  THE UNDERGROUND
 ME2476'STATION MARK IS A IRON PIPE 4 INCHES IN
 ME2476'DIAMETER AND IS 5 FOOT LONG WITH A STANDARD
 ME2476'TRIANGULATION STATION MARK DISK SET IN THE TOP STAMPED
 ME2476'DUNE 1952.  THE SURFACE STATION
 ME2476'MARK IS A CAST IRON PIPE 6 INCHES IN DIAMETER FILLED WITH CONCRETE
 ME2476'AND IS FLUSH, WITH A STANDARD
 ME2476'TRIANGULATION STATION MARK DISK 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
 ME2476'INCHES AND HAS DUNE NO 1 1952 STAMPED ON THE 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
 ME2476'INCHES AND HAS DUNE NO 2 1952 STAMPED ON THE 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
 ME2476'OF U.S. HIGHWAY 12, 18 FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD AND
 ME2476'4 FEET WEST OF A WHITE WITNESS
 ME2476'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 ME2476'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
 ME2476'GARY, GO EAST ON U.S. HIGHWAY NOS. 12 AND 20 FOR 2.85 MILES TO THE
 ME2476'JUNCTION OF U.S. HIGHWAYS 20
 ME2476'AND 12, TURN LEFT ON U.S. HIGHWAY 12 AND GO 3.2 MILES
 ME2476'TO COUNTY LINE ROAD (PAVED CROSSROAD) AND THE
 ME2476'AZIMUTH MARK IN THE NORTHWEST ANGLE,
 ME2476'TURN LEFT ON COUNTY LINE ROAD AND GO NORTH FOR 0.7 MILE TO MAPLE
 ME2476'AVENUE, TURN RIGHT AND GO 0.1
 ME2476'MILE TO THE FOOT OF A HILL, CONTINUE UP HILL 0.05 MILE TO WHERE ROAD
 ME2476'FORKS, TURN LEFT AND GO 0.05 MILE
 ME2476'TO END OF ROAD AND FOOT OF SAND DUNE.  FROM THIS POINT PACK
 ME2476'UP SAND BANK TO THE TOP OF DUNE AND THE
 ME2476'STATION ON THE WEST EDGE OF DUNE.  (25 YARDS TO
 ME2476'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
 ME2476'EASILY BE MOVED.  THE UNDERGROUND MARK IS STILL
 ME2476'UNDISTURBED.  RM NO. 2 HAS BEEN
 ME2476'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.
 ME2476'THE PIPES THAT
 ME2476'WERE USED AS REFERENCE MARKS COULD NOT BE FOUND.  AN IRON
 ME2476'PIPE FILLED WITH CONCRETE WAS
 ME2476'FOUND ON THE SOUTHWEST SLOPE OF THE HILL
 ME2476'BUT THERE WAS NO SIGN OF A DISK THE MARK WAS
 ME2476'DUG OUT AND NOTHING WAS
 ME2476'FOUND UNDER IT.  SINCE THE PIPE WAS ONLY A SHORT ONE IT IS
 ME2476'THOUGHT TO HAVE
 ME2476'BEEN SET BY SOMEONE ELSE.  THE AZIMUTH MARK WAS FOUND HIT AND TORN
 ME2476'OUT.  THE DISK WAS
 ME2476'SALVAGED.  HOWEVER A METAL POST WAS FOUND NEAR THE
 ME2476'STATION SITE BUT NO SIGN AND A CHECK
 ME2476'SHOULD BE MADE TO SEE IF ANY LATER
 ME2476'INFORMATION ON THIS STATION EXISTS.  IF NOT THE STATION
 ME2476'SHOULD BE ASSUMED AS
 ME2476'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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2068 ***********************************************************************
 LA2068  DESIGNATION -  DUNKIRK
 LA2068  PID         -  LA2068
 LA2068  STATE/COUNTY-  IN/JAY
 LA2068  USGS QUAD   -  PENNVILLE (1960)
 LA2068
 LA2068                         *CURRENT SURVEY CONTROL
 LA2068  ___________________________________________________________________
 LA2068* NAD 83(1997)-  40 22 32.62321(N)    085 11 52.17785(W)     ADJUSTED  
 LA2068* NAVD 88     -       290.69   (+/-2cm)     953.7    (feet)  VERTCON   
 LA2068  ___________________________________________________________________
 LA2068  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 LA2068  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 LA2068
 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.The vertical order pertains to the NGVD 29 superseded value.
 LA2068
 LA2068.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2068
 LA2068.The geoid height was determined by GEOID03.
 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     -   0.99995970  x   0.99998617  =   0.99994587
 LA2068!UTM  16      -   0.99995970  x   0.99988812  =   0.99984783
 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|---------------------------------------------------------------------|
 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 (07/19/86)  290.83   (m)          954.2    (f) LEVELING    3  
 LA2068
 LA2068.Superseded values are not recommended for survey control.
 LA2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2068.See file dsdata.txt to determine how the superseded data were derived.
 LA2068
 LA2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5299171020(NAD 83)
 LA2068_MARKER: DS = TRIANGULATION STATION DISK
 LA2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2068_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA2058 ***********************************************************************
 LA2058  DESIGNATION -  DUNKIRK HART GLASS CO STACK
 LA2058  PID         -  LA2058
 LA2058  STATE/COUNTY-  IN/JAY
 LA2058  USGS QUAD   -  REDKEY (1981)
 LA2058
 LA2058                         *CURRENT SURVEY CONTROL
 LA2058  ___________________________________________________________________
 LA2058* NAD 83(1997)-  40 22 17.76211(N)    085 12 02.92893(W)     ADJUSTED  
 LA2058* NAVD 88     -                                                        
 LA2058  ___________________________________________________________________
 LA2058  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 LA2058  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 LA2058
 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
 LA2058.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2058
 LA2058.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2058
 LA2058  NAD 83(1995)-  40 22 17.76432(N)    085 12 02.93555(W) AD(       ) 4
 LA2058  NAD 83(1986)-  40 22 17.76448(N)    085 12 02.94159(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2058.See file dsdata.txt to determine how the superseded data were derived.
 LA2058
 LA2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5274670556(NAD 83)
 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 = OCTOBER  6, 2006
 LA2060 ***********************************************************************
 LA2060  DESIGNATION -  DUNKIRK HART GLASS CO TANK
 LA2060  PID         -  LA2060
 LA2060  STATE/COUNTY-  IN/JAY
 LA2060  USGS QUAD   -  REDKEY (1981)
 LA2060
 LA2060                         *CURRENT SURVEY CONTROL
 LA2060  ___________________________________________________________________
 LA2060* NAD 83(1997)-  40 22 18.57019(N)    085 12 03.38998(W)     ADJUSTED  
 LA2060* NAVD 88     -                                                        
 LA2060  ___________________________________________________________________
 LA2060  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 LA2060  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 LA2060
 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
 LA2060.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2060
 LA2060.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2060
 LA2060  NAD 83(1995)-  40 22 18.57132(N)    085 12 03.39407(W) AD(       ) 4
 LA2060  NAD 83(1986)-  40 22 18.57279(N)    085 12 03.40311(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2060.See file dsdata.txt to determine how the superseded data were derived.
 LA2060
 LA2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5273570581(NAD 83)
 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 = OCTOBER  6, 2006
 LA2069 ***********************************************************************
 LA2069  DESIGNATION -  DUNKIRK MUNICIPAL TANK
 LA2069  PID         -  LA2069
 LA2069  STATE/COUNTY-  IN/JAY
 LA2069  USGS QUAD   -  PENNVILLE (1960)
 LA2069
 LA2069                         *CURRENT SURVEY CONTROL
 LA2069  ___________________________________________________________________
 LA2069* NAD 83(1997)-  40 22 40.53683(N)    085 12 39.39863(W)     ADJUSTED  
 LA2069* NAVD 88     -                                                        
 LA2069  ___________________________________________________________________
 LA2069  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 LA2069  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 LA2069
 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
 LA2069.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2069
 LA2069.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2069
 LA2069  NAD 83(1995)-  40 22 40.53939(N)    085 12 39.40490(W) AD(       ) 4
 LA2069  NAD 83(1986)-  40 22 40.53911(N)    085 12 39.41134(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2069.See file dsdata.txt to determine how the superseded data were derived.
 LA2069
 LA2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5187271241(NAD 83)
 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 = OCTOBER  6, 2006
 MD1729 ***********************************************************************
 MD1729  DESIGNATION -  DUNLAP
 MD1729  PID         -  MD1729
 MD1729  STATE/COUNTY-  IN/ELKHART
 MD1729  USGS QUAD   -  ELKHART (1994)
 MD1729
 MD1729                         *CURRENT SURVEY CONTROL
 MD1729  ___________________________________________________________________
 MD1729* NAD 83(1997)-  41 37 38.50168(N)    085 54 26.50121(W)     ADJUSTED  
 MD1729* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 MD1729  ___________________________________________________________________
 MD1729  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 MD1729  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 MD1729
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1729
 MD1729.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1729.See file dsdata.txt to determine how the superseded data were derived.
 MD1729
 MD1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9101608980(NAD 83)
 MD1729_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1729
 MD1729  HISTORY     - Date     Condition        Report By
 MD1729  HISTORY     - 1947     MONUMENTED       CGS
 MD1729  HISTORY     - 1967     SEE DESCRIPTION  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
 MD1729'MILE SOUTHEAST OF DUNLAP,
 MD1729'BETWEEN THE NEW YORK CENTRAL RAILROAD TRACKS AND U.S. HIGHWAY NO. 33.
 MD1729'IT IS 500 FEET NORTHEAST OF THE
 MD1729'MIDWAY AIRPORT, 240 FEET NORTHEAST OF THE INTERSECTION OF
 MD1729'HIGHWAY 33 AND A PAVED T ROAD, 76 FEET EAST
 MD1729'OF A TELEPHONE POLE, 62 FEET NORTH OF A
 MD1729'TELEPHONE POLE, 59 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY
 MD1729'33 AND 4 FEET WEST-SOUTHWEST OF A WHITE
 MD1729'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 MD1729'DUNLAP 1947.
 MD1729'
 MD1729'REFERENCE MARK NO. 1 IS 87.61 FEET SOUTHEAST OF THE STATION AND 3.5
 MD1729'FEET NORTHWEST OF A
 MD1729'POWERLINE POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 MD1729'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
 MD1729'OF HIGHWAY 33 AND 28 FEET SOUTHEAST OF A POWERLINE POLE.  THE MARK
 MD1729'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
 MD1729'RAILROAD CROSSING, 52 FEET NORTHWEST OF A GRAVEL ROAD, 47 FEET
 MD1729'WEST-SOUTHWEST OF THE
 MD1729'CENTERLINE OF HIGHWAY 33, 5 FEET NORTHWEST OF A TELEPHONE POLE AND
 MD1729'2 FEET WEST-NORTHWEST OF
 MD1729'A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK
 MD1729'IS STAMPED DUNLAP 1947.
 MD1729'
 MD1729'TO REACH THE STATION FROM THE COURTHOUSE IN GOSHEN GO NORTH AND
 MD1729'NORTHWEST FOR 4.6
 MD1729'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.
 MD1729'
 MD1729'NO SEARCH WAS MADE FOR AZIMUTH MARK.
 MD1729'
 MD1729'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.
 MD1729'
 MD1729'DUNLAP NO. 1 1947 FOUND AS DESCRIBED.
 MD1729'
 MD1729'DUNLAP NO. 2 1947 FOUND AS DESCRIBED.
 MD1729'
 MD1729'AZIMUTH MARK NOT FOUND.  PRESUMED DESTROYED DURING U.S. 33
 MD1729'IMPROVEMENTS.
 MD1729'
 MD1729'DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES NORTHWEST OF
 MD1729'GOSHEN, INDIANA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2174 ***********************************************************************
 LB2174  DESIGNATION -  DUNNINGTON ST MARYS CATH CH
 LB2174  PID         -  LB2174
 LB2174  STATE/COUNTY-  IN/BENTON
 LB2174  USGS QUAD   -  BOSWELL (1980)
 LB2174
 LB2174                         *CURRENT SURVEY CONTROL
 LB2174  ___________________________________________________________________
 LB2174* NAD 83(1997)-  40 33 52.01715(N)    087 29 24.36698(W)     ADJUSTED  
 LB2174* NAVD 88     -                                                        
 LB2174  ___________________________________________________________________
 LB2174  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 LB2174  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 LB2174
 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
 LB2174.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2174
 LB2174.The geoid height was determined by GEOID03.
 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;SPC IL E     -   433,016.949   371,409.008   MT  1.00003774   +0 32 54.2
 LB2174;SPC IL E     - 1,420,656.44  1,218,531.05   sFT  1.00003774   +0 32 54.2
 LB2174;UTM  16      - 4,490,524.018   458,511.462   MT  0.99962119   -0 19 07.4
 LB2174
 LB2174                          SUPERSEDED SURVEY CONTROL
 LB2174
 LB2174  NAD 83(1986)-  40 33 52.02592(N)    087 29 24.37415(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2174.See file dsdata.txt to determine how the superseded data were derived.
 LB2174
 LB2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK5851190524(NAD 83)
 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 = OCTOBER  6, 2006
 JA1722 ***********************************************************************
 JA1722  DESIGNATION -  DUTCH
 JA1722  PID         -  JA1722
 JA1722  STATE/COUNTY-  IN/WASHINGTON
 JA1722  USGS QUAD   -  PALMYRA (1994)
 JA1722
 JA1722                         *CURRENT SURVEY CONTROL
 JA1722  ___________________________________________________________________
 JA1722* NAD 83(1997)-  38 29 10.24756(N)    086 01 50.54785(W)     ADJUSTED  
 JA1722* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 JA1722  ___________________________________________________________________
 JA1722  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 JA1722  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 JA1722
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1722
 JA1722.The geoid height was determined by GEOID03.
 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  =   0.99994198
 JA1722!UTM  16      -   0.99996290  x   0.99968801  =   0.99965092
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1722.See file dsdata.txt to determine how the superseded data were derived.
 JA1722
 JA1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8453760205(NAD 83)
 JA1722_MARKER: DS = TRIANGULATION STATION DISK
 JA1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2584 ***********************************************************************
 ME2584  DESIGNATION -  DYER MUNICIPAL TANK
 ME2584  PID         -  ME2584
 ME2584  STATE/COUNTY-  IN/LAKE
 ME2584  USGS QUAD   -  DYER (1990)
 ME2584
 ME2584                         *CURRENT SURVEY CONTROL
 ME2584  ___________________________________________________________________
 ME2584* NAD 83(1997)-  41 29 34.45844(N)    087 31 14.19067(W)     ADJUSTED  
 ME2584* NAVD 88     -                                                        
 ME2584  ___________________________________________________________________
 ME2584  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 ME2584  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME2584
 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
 ME2584.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2584
 ME2584.The geoid height was determined by GEOID03.
 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;SPC IL E     -   536,100.722   367,865.400   MT  1.00003166   +0 32 18.5
 ME2584;SPC IL E     - 1,758,857.12  1,206,905.07   sFT  1.00003166   +0 32 18.5
 ME2584;UTM  16      - 4,593,607.359   456,543.754   MT  0.99962324   -0 20 41.7
 ME2584
 ME2584                          SUPERSEDED SURVEY CONTROL
 ME2584
 ME2584  NAD 83(1986)-  41 29 34.46375(N)    087 31 14.19736(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2584.See file dsdata.txt to determine how the superseded data were derived.
 ME2584
 ME2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5654493607(NAD 83)
 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 = OCTOBER  6, 2006
 ME2582 ***********************************************************************
 ME2582  DESIGNATION -  DYER ST JOSEPHS CATH CH SPIRE
 ME2582  PID         -  ME2582
 ME2582  STATE/COUNTY-  IN/LAKE
 ME2582  USGS QUAD   -  DYER (1990)
 ME2582
 ME2582                         *CURRENT SURVEY CONTROL
 ME2582  ___________________________________________________________________
 ME2582* NAD 83(1997)-  41 29 36.29780(N)    087 31 01.80106(W)     ADJUSTED  
 ME2582* NAVD 88     -                                                        
 ME2582  ___________________________________________________________________
 ME2582  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 ME2582  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME2582
 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
 ME2582.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2582
 ME2582.The geoid height was determined by GEOID03.
 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;SPC IL E     -   536,160.174   368,152.249   MT  1.00003214   +0 32 26.7
 ME2582;SPC IL E     - 1,759,052.17  1,207,846.17   sFT  1.00003214   +0 32 26.7
 ME2582;UTM  16      - 4,593,662.359   456,831.368   MT  0.99962293   -0 20 33.5
 ME2582
 ME2582                          SUPERSEDED SURVEY CONTROL
 ME2582
 ME2582  NAD 83(1986)-  41 29 36.30314(N)    087 31 01.80775(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2582.See file dsdata.txt to determine how the superseded data were derived.
 ME2582
 ME2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5683193662(NAD 83)
 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 = OCTOBER  6, 2006
 LB2439 ***********************************************************************
 LB2439  DESIGNATION -  DYKEMAN
 LB2439  PID         -  LB2439
 LB2439  STATE/COUNTY-  IN/CASS
 LB2439  USGS QUAD   -  LUCERNE (1986)
 LB2439
 LB2439                         *CURRENT SURVEY CONTROL
 LB2439  ___________________________________________________________________
 LB2439* NAD 83(1997)-  40 45 58.55082(N)    086 22 51.63177(W)     ADJUSTED  
 LB2439* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 LB2439  ___________________________________________________________________
 LB2439  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 LB2439  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 LB2439
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2439
 LB2439.The geoid height was determined by GEOID03.
 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     -   0.99997022  x   1.00001142  =   0.99998164
 LB2439!SPC IN W     -   0.99997022  x   1.00000993  =   0.99998015
 LB2439!UTM  16      -   0.99997022  x   0.99963359  =   0.99960382
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2439.See file dsdata.txt to determine how the superseded data were derived.
 LB2439
 LB2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5224212995(NAD 83)
 LB2439_MARKER: DS = TRIANGULATION STATION DISK
 LB2439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA0009 ***********************************************************************
 JA0009  DESIGNATION -  E 10
 JA0009  PID         -  JA0009
 JA0009  STATE/COUNTY-  IN/JACKSON
 JA0009  USGS QUAD   -  VALLONIA (1994)
 JA0009
 JA0009                         *CURRENT SURVEY CONTROL
 JA0009  ___________________________________________________________________
 JA0009* NAD 83(1986)-  38 51 12.     (N)    086 05 50.     (W)     SCALED    
 JA0009* NAVD 88     -       163.669  (meters)     536.97   (feet)  ADJUSTED  
 JA0009  ___________________________________________________________________
 JA0009  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JA0009  DYNAMIC HT  -         163.564 (meters)     536.63  (feet)  COMP
 JA0009  MODELED GRAV-     979,983.2   (mgal)                       NAVD 88
 JA0009
 JA0009  VERT ORDER  -  FIRST     CLASS II
 JA0009
 JA0009.The horizontal coordinates were scaled from a topographic map and have
 JA0009.an estimated accuracy of +/- 6 seconds.
 JA0009
 JA0009.The orthometric height was determined by differential leveling
 JA0009.and adjusted by the National Geodetic Survey in June 1991..
 JA0009
 JA0009.The geoid height was determined by GEOID03.
 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     -   400,300.       62,630.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0009.See file dsdata.txt to determine how the superseded data were derived.
 JA0009
 JA0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ783008(NAD 83)
 JA0009_MARKER: DB = BENCH MARK DISK
 JA0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0009_STAMPING: 537.374 E 10 1930
 JA0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0009+STABILITY: SURFACE MOTION
 JA0009
 JA0009  HISTORY     - Date     Condition        Report By
 JA0009  HISTORY     - 1930     MONUMENTED       CGS
 JA0009  HISTORY     - 1967     GOOD             NGS
 JA0009
 JA0009                          STATION DESCRIPTION
 JA0009
 JA0009'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1749 ***********************************************************************
 LB1749  DESIGNATION -  E 100
 LB1749  PID         -  LB1749
 LB1749  STATE/COUNTY-  IN/WARREN
 LB1749  USGS QUAD   -  WEST LEBANON (1980)
 LB1749
 LB1749                         *CURRENT SURVEY CONTROL
 LB1749  ___________________________________________________________________
 LB1749* NAD 83(1986)-  40 15 28.     (N)    087 24 06.     (W)     SCALED    
 LB1749* NAVD 88     -       209.765  (meters)     688.20   (feet)  ADJUSTED  
 LB1749  ___________________________________________________________________
 LB1749  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 LB1749  DYNAMIC HT  -         209.660 (meters)     687.86  (feet)  COMP
 LB1749  MODELED GRAV-     980,117.0   (mgal)                       NAVD 88
 LB1749
 LB1749  VERT ORDER  -  SECOND    CLASS 0
 LB1749
 LB1749.The horizontal coordinates were scaled from a topographic map and have
 LB1749.an estimated accuracy of +/- 6 seconds.
 LB1749
 LB1749.The orthometric height was determined by differential leveling
 LB1749.and adjusted by the National Geodetic Survey in June 1991..
 LB1749
 LB1749.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1749.See file dsdata.txt to determine how the superseded data were derived.
 LB1749
 LB1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK658564(NAD 83)
 LB1749_MARKER: DB = BENCH MARK DISK
 LB1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1749_STAMPING: E 100 1946
 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 = OCTOBER  6, 2006
 KA0953 ***********************************************************************
 KA0953  DESIGNATION -  E 101
 KA0953  PID         -  KA0953
 KA0953  STATE/COUNTY-  IN/PARKE
 KA0953  USGS QUAD   -  ROCKVILLE (1978)
 KA0953
 KA0953                         *CURRENT SURVEY CONTROL
 KA0953  ___________________________________________________________________
 KA0953* NAD 83(1986)-  39 47 58.     (N)    087 14 08.     (W)     SCALED    
 KA0953* NAVD 88     -       213.797  (meters)     701.43   (feet)  ADJUSTED  
 KA0953  ___________________________________________________________________
 KA0953  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KA0953  DYNAMIC HT  -         213.677 (meters)     701.04  (feet)  COMP
 KA0953  MODELED GRAV-     980,057.8   (mgal)                       NAVD 88
 KA0953
 KA0953  VERT ORDER  -  SECOND    CLASS 0
 KA0953
 KA0953.The horizontal coordinates were scaled from a topographic map and have
 KA0953.an estimated accuracy of +/- 6 seconds.
 KA0953
 KA0953.The orthometric height was determined by differential leveling
 KA0953.and adjusted by the National Geodetic Survey in June 1991..
 KA0953
 KA0953.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0953.See file dsdata.txt to determine how the superseded data were derived.
 KA0953
 KA0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK798055(NAD 83)
 KA0953_MARKER: DB = BENCH MARK DISK
 KA0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0953_STAMPING: E 101 1946
 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 = OCTOBER  6, 2006
 KA1018 ***********************************************************************
 KA1018  DESIGNATION -  E 102
 KA1018  PID         -  KA1018
 KA1018  STATE/COUNTY-  IN/PARKE
 KA1018  USGS QUAD   -  MONTEZUMA (1978)
 KA1018
 KA1018                         *CURRENT SURVEY CONTROL
 KA1018  ___________________________________________________________________
 KA1018* NAD 83(1986)-  39 47 55.     (N)    087 19 42.     (W)     SCALED    
 KA1018* NAVD 88     -       161.482  (meters)     529.80   (feet)  ADJUSTED  
 KA1018  ___________________________________________________________________
 KA1018  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KA1018  DYNAMIC HT  -         161.391 (meters)     529.50  (feet)  COMP
 KA1018  MODELED GRAV-     980,065.9   (mgal)                       NAVD 88
 KA1018
 KA1018  VERT ORDER  -  SECOND    CLASS 0
 KA1018
 KA1018.The horizontal coordinates were scaled from a topographic map and have
 KA1018.an estimated accuracy of +/- 6 seconds.
 KA1018
 KA1018.The orthometric height was determined by differential leveling
 KA1018.and adjusted by the National Geodetic Survey in June 1991..
 KA1018
 KA1018.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1018.See file dsdata.txt to determine how the superseded data were derived.
 KA1018
 KA1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK718054(NAD 83)
 KA1018_MARKER: DB = BENCH MARK DISK
 KA1018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1018_SP_SET: BRIDGE
 KA1018_STAMPING: E 102 1946
 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 = OCTOBER  6, 2006
 KA1019 ***********************************************************************
 KA1019  DESIGNATION -  E 102 RESET 1958
 KA1019  PID         -  KA1019
 KA1019  STATE/COUNTY-  IN/PARKE
 KA1019  USGS QUAD   -  MONTEZUMA (1978)
 KA1019
 KA1019                         *CURRENT SURVEY CONTROL
 KA1019  ___________________________________________________________________
 KA1019* NAD 83(1986)-  39 47 55.     (N)    087 19 42.     (W)     SCALED    
 KA1019* NAVD 88     -       163.19   (meters)     535.4    (feet)  RESET     
 KA1019  ___________________________________________________________________
 KA1019  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KA1019
 KA1019  VERT ORDER  -  THIRD
 KA1019
 KA1019.The horizontal coordinates were scaled from a topographic map and have
 KA1019.an estimated accuracy of +/- 6 seconds.
 KA1019
 KA1019.The orthometric height was computed from unverified reset data.
 KA1019
 KA1019.The geoid height was determined by GEOID03.
 KA1019
 KA1019;                    North         East    Units  Estimated Accuracy
 KA1019;SPC IN W     -   505,190.      879,020.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1019.See file dsdata.txt to determine how the superseded data were derived.
 KA1019
 KA1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK718054(NAD 83)
 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_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 = OCTOBER  6, 2006
 KA0999 ***********************************************************************
 KA0999  DESIGNATION -  E 103
 KA0999  PID         -  KA0999
 KA0999  STATE/COUNTY-  IN/FOUNTAIN
 KA0999  USGS QUAD   -  WALLACE (1961)
 KA0999
 KA0999                         *CURRENT SURVEY CONTROL
 KA0999  ___________________________________________________________________
 KA0999* NAD 83(1986)-  39 58 01.     (N)    087 08 52.     (W)     SCALED    
 KA0999* NAVD 88     -       219.315  (meters)     719.54   (feet)  ADJUSTED  
 KA0999  ___________________________________________________________________
 KA0999  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KA0999  DYNAMIC HT  -         219.196 (meters)     719.15  (feet)  COMP
 KA0999  MODELED GRAV-     980,077.0   (mgal)                       NAVD 88
 KA0999
 KA0999  VERT ORDER  -  SECOND    CLASS 0
 KA0999
 KA0999.The horizontal coordinates were scaled from a topographic map and have
 KA0999.an estimated accuracy of +/- 6 seconds.
 KA0999
 KA0999.The orthometric height was determined by differential leveling
 KA0999.and adjusted by the National Geodetic Survey in June 1991..
 KA0999
 KA0999.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0999.See file dsdata.txt to determine how the superseded data were derived.
 KA0999
 KA0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK873240(NAD 83)
 KA0999_MARKER: DB = BENCH MARK DISK
 KA0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0999_STAMPING: E 103 1946
 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 = OCTOBER  6, 2006
 LB1760 ***********************************************************************
 LB1760  DESIGNATION -  E 104
 LB1760  PID         -  LB1760
 LB1760  STATE/COUNTY-  IN/FOUNTAIN
 LB1760  USGS QUAD   -  PERRYSVILLE (1991)
 LB1760
 LB1760                         *CURRENT SURVEY CONTROL
 LB1760  ___________________________________________________________________
 LB1760* NAD 83(1986)-  40 03 37.     (N)    087 22 33.     (W)     SCALED    
 LB1760* NAVD 88     -       197.308  (meters)     647.33   (feet)  ADJUSTED  
 LB1760  ___________________________________________________________________
 LB1760  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 LB1760  DYNAMIC HT  -         197.206 (meters)     647.00  (feet)  COMP
 LB1760  MODELED GRAV-     980,101.6   (mgal)                       NAVD 88
 LB1760
 LB1760  VERT ORDER  -  SECOND    CLASS 0
 LB1760
 LB1760.The horizontal coordinates were scaled from a topographic map and have
 LB1760.an estimated accuracy of +/- 6 seconds.
 LB1760
 LB1760.The orthometric height was determined by differential leveling
 LB1760.and adjusted by the National Geodetic Survey in June 1991..
 LB1760
 LB1760.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1760.See file dsdata.txt to determine how the superseded data were derived.
 LB1760
 LB1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK679345(NAD 83)
 LB1760_MARKER: DB = BENCH MARK DISK
 LB1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1760_STAMPING: E 104 1946
 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 = OCTOBER  6, 2006
 ME1363 ***********************************************************************
 ME1363  DESIGNATION -  E 105
 ME1363  PID         -  ME1363
 ME1363  STATE/COUNTY-  IN/NEWTON
 ME1363  USGS QUAD   -  SHELBY (1992)
 ME1363
 ME1363                         *CURRENT SURVEY CONTROL
 ME1363  ___________________________________________________________________
 ME1363* NAD 83(1986)-  41 10 12.     (N)    087 20 01.     (W)     SCALED    
 ME1363* NAVD 88     -       195.764  (meters)     642.27   (feet)  ADJUSTED  
 ME1363  ___________________________________________________________________
 ME1363  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME1363  DYNAMIC HT  -         195.681 (meters)     642.00  (feet)  COMP
 ME1363  MODELED GRAV-     980,194.9   (mgal)                       NAVD 88
 ME1363
 ME1363  VERT ORDER  -  SECOND    CLASS 0
 ME1363
 ME1363.The horizontal coordinates were scaled from a topographic map and have
 ME1363.an estimated accuracy of +/- 6 seconds.
 ME1363
 ME1363.The orthometric height was determined by differential leveling
 ME1363.and adjusted by the National Geodetic Survey in June 1991..
 ME1363
 ME1363.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1363.See file dsdata.txt to determine how the superseded data were derived.
 ME1363
 ME1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL720576(NAD 83)
 ME1363_MARKER: DB = BENCH MARK DISK
 ME1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1363_STAMPING: E 105 1946
 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 = OCTOBER  6, 2006
 LB1317 ***********************************************************************
 LB1317  DESIGNATION -  E 106
 LB1317  PID         -  LB1317
 LB1317  STATE/COUNTY-  IN/NEWTON
 LB1317  USGS QUAD   -  MOUNT AYR (1980)
 LB1317
 LB1317                         *CURRENT SURVEY CONTROL
 LB1317  ___________________________________________________________________
 LB1317* NAD 83(1986)-  40 59 55.     (N)    087 17 07.     (W)     SCALED    
 LB1317* NAVD 88     -       207.254  (meters)     679.97   (feet)  ADJUSTED  
 LB1317  ___________________________________________________________________
 LB1317  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 LB1317  DYNAMIC HT  -         207.164 (meters)     679.67  (feet)  COMP
 LB1317  MODELED GRAV-     980,188.6   (mgal)                       NAVD 88
 LB1317
 LB1317  VERT ORDER  -  SECOND    CLASS 0
 LB1317
 LB1317.The horizontal coordinates were scaled from a topographic map and have
 LB1317.an estimated accuracy of +/- 6 seconds.
 LB1317
 LB1317.The orthometric height was determined by differential leveling
 LB1317.and adjusted by the National Geodetic Survey in June 1991..
 LB1317
 LB1317.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1317.See file dsdata.txt to determine how the superseded data were derived.
 LB1317
 LB1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL760386(NAD 83)
 LB1317_MARKER: DB = BENCH MARK DISK
 LB1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1317_STAMPING: E 106 1946
 LB1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1317+STABILITY: SURFACE MOTION
 LB1317
 LB1317  HISTORY     - Date     Condition        Report By
 LB1317  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1412 ***********************************************************************
 LB1412  DESIGNATION -  E 107
 LB1412  PID         -  LB1412
 LB1412  STATE/COUNTY-  IN/JASPER
 LB1412  USGS QUAD   -  GOODLAND (1976)
 LB1412
 LB1412                         *CURRENT SURVEY CONTROL
 LB1412  ___________________________________________________________________
 LB1412* NAD 83(1986)-  40 51 57.     (N)    087 16 03.     (W)     SCALED    
 LB1412* NAVD 88     -       199.391  (meters)     654.17   (feet)  ADJUSTED  
 LB1412  ___________________________________________________________________
 LB1412  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 LB1412  DYNAMIC HT  -         199.304 (meters)     653.88  (feet)  COMP
 LB1412  MODELED GRAV-     980,181.4   (mgal)                       NAVD 88
 LB1412
 LB1412  VERT ORDER  -  SECOND    CLASS 0
 LB1412
 LB1412.The horizontal coordinates were scaled from a topographic map and have
 LB1412.an estimated accuracy of +/- 6 seconds.
 LB1412
 LB1412.The orthometric height was determined by differential leveling
 LB1412.and adjusted by the National Geodetic Survey in June 1991..
 LB1412
 LB1412.The geoid height was determined by GEOID03.
 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     -   623,680.      884,470.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1412.See file dsdata.txt to determine how the superseded data were derived.
 LB1412
 LB1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL774238(NAD 83)
 LB1412_MARKER: DB = BENCH MARK DISK
 LB1412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1412_SP_SET: CULVERT
 LB1412_STAMPING: E 107 1946
 LB1412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1412
 LB1412  HISTORY     - Date     Condition        Report By
 LB1412  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1342 ***********************************************************************
 LB1342  DESIGNATION -  E 108 RESET 1955
 LB1342  PID         -  LB1342
 LB1342  STATE/COUNTY-  IN/JASPER
 LB1342  USGS QUAD   -  REMINGTON (1980)
 LB1342
 LB1342                         *CURRENT SURVEY CONTROL
 LB1342  ___________________________________________________________________
 LB1342* NAD 83(1986)-  40 49 22.     (N)    087 09 14.     (W)     SCALED    
 LB1342* NAVD 88     -       208.43   (meters)     683.8    (feet)  RESET     
 LB1342  ___________________________________________________________________
 LB1342  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 LB1342
 LB1342  VERT ORDER  -  THIRD
 LB1342
 LB1342.The horizontal coordinates were scaled from a topographic map and have
 LB1342.an estimated accuracy of +/- 6 seconds.
 LB1342
 LB1342.The orthometric height was computed from unverified reset data.
 LB1342
 LB1342.The geoid height was determined by GEOID03.
 LB1342
 LB1342;                    North         East    Units  Estimated Accuracy
 LB1342;SPC IN W     -   618,880.      894,050.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1342.See file dsdata.txt to determine how the superseded data were derived.
 LB1342
 LB1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL870190(NAD 83)
 LB1342_MARKER: DB = BENCH MARK DISK
 LB1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1342_STAMPING: E 108 RESET 1955
 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             NGS
 LB1342
 LB1342                          STATION DESCRIPTION
 LB1342
 LB1342'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1367 ***********************************************************************
 LB1367  DESIGNATION -  E 109
 LB1367  PID         -  LB1367
 LB1367  STATE/COUNTY-  IN/JASPER
 LB1367  USGS QUAD   -  WOLCOTT (1991)
 LB1367
 LB1367                         *CURRENT SURVEY CONTROL
 LB1367  ___________________________________________________________________
 LB1367* NAD 83(1986)-  40 51 09.     (N)    087 00 20.     (W)     SCALED    
 LB1367* NAVD 88     -       207.551  (meters)     680.94   (feet)  ADJUSTED  
 LB1367  ___________________________________________________________________
 LB1367  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 LB1367  DYNAMIC HT  -         207.458 (meters)     680.64  (feet)  COMP
 LB1367  MODELED GRAV-     980,171.7   (mgal)                       NAVD 88
 LB1367
 LB1367  VERT ORDER  -  SECOND    CLASS 0
 LB1367
 LB1367.The horizontal coordinates were scaled from a topographic map and have
 LB1367.an estimated accuracy of +/- 6 seconds.
 LB1367
 LB1367.The orthometric height was determined by differential leveling
 LB1367.and adjusted by the National Geodetic Survey in June 1991..
 LB1367
 LB1367.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1367.See file dsdata.txt to determine how the superseded data were derived.
 LB1367
 LB1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL995223(NAD 83)
 LB1367_MARKER: DB = BENCH MARK DISK
 LB1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1367_STAMPING: E 109 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0731 ***********************************************************************
 JA0731  DESIGNATION -  E 11
 JA0731  PID         -  JA0731
 JA0731  STATE/COUNTY-  IN/DAVIESS
 JA0731  USGS QUAD   -  LOOGOOTEE (1978)
 JA0731
 JA0731                         *CURRENT SURVEY CONTROL
 JA0731  ___________________________________________________________________
 JA0731* NAD 83(1986)-  38 40 20.     (N)    086 57 46.     (W)     SCALED    
 JA0731* NAVD 88     -       154.160  (meters)     505.77   (feet)  ADJUSTED  
 JA0731  ___________________________________________________________________
 JA0731  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JA0731  DYNAMIC HT  -         154.061 (meters)     505.45  (feet)  COMP
 JA0731  MODELED GRAV-     979,987.8   (mgal)                       NAVD 88
 JA0731
 JA0731  VERT ORDER  -  FIRST     CLASS II
 JA0731
 JA0731.The horizontal coordinates were scaled from a topographic map and have
 JA0731.an estimated accuracy of +/- 6 seconds.
 JA0731
 JA0731.The orthometric height was determined by differential leveling
 JA0731.and adjusted by the National Geodetic Survey in June 1991..
 JA0731
 JA0731.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0731.See file dsdata.txt to determine how the superseded data were derived.
 JA0731
 JA0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH032804(NAD 83)
 JA0731_MARKER: DB = BENCH MARK DISK
 JA0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0731_STAMPING: 506.200 E 11 1930
 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             NGS
 JA0731  HISTORY     - 1965     MARK NOT FOUND   NGS
 JA0731
 JA0731                          STATION DESCRIPTION
 JA0731
 JA0731'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1965
 JA0731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1199 ***********************************************************************
 LB1199  DESIGNATION -  E 110
 LB1199  PID         -  LB1199
 LB1199  STATE/COUNTY-  IN/PULASKI
 LB1199  USGS QUAD   -  FRANCESVILLE (1986)
 LB1199
 LB1199                         *CURRENT SURVEY CONTROL
 LB1199  ___________________________________________________________________
 LB1199* NAD 83(1986)-  40 58 13.     (N)    086 52 55.     (W)     SCALED    
 LB1199* NAVD 88     -       207.046  (meters)     679.28   (feet)  ADJUSTED  
 LB1199  ___________________________________________________________________
 LB1199  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 LB1199  DYNAMIC HT  -         206.954 (meters)     678.98  (feet)  COMP
 LB1199  MODELED GRAV-     980,177.0   (mgal)                       NAVD 88
 LB1199
 LB1199  VERT ORDER  -  SECOND    CLASS 0
 LB1199
 LB1199.The horizontal coordinates were scaled from a topographic map and have
 LB1199.an estimated accuracy of +/- 6 seconds.
 LB1199
 LB1199.The orthometric height was determined by differential leveling
 LB1199.and adjusted by the National Geodetic Survey in June 1991..
 LB1199
 LB1199.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1199.See file dsdata.txt to determine how the superseded data were derived.
 LB1199
 LB1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL099354(NAD 83)
 LB1199_MARKER: DB = BENCH MARK DISK
 LB1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1199_STAMPING: E 110 1946
 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 = OCTOBER  6, 2006
 KA0808 ***********************************************************************
 KA0808  DESIGNATION -  E 111
 KA0808  PID         -  KA0808
 KA0808  STATE/COUNTY-  IN/BOONE
 KA0808  USGS QUAD   -  LIZTON (1970)
 KA0808
 KA0808                         *CURRENT SURVEY CONTROL
 KA0808  ___________________________________________________________________
 KA0808* NAD 83(1986)-  39 56 01.     (N)    086 37 11.     (W)     SCALED    
 KA0808* NAVD 88     -       291.428  (meters)     956.13   (feet)  ADJUSTED  
 KA0808  ___________________________________________________________________
 KA0808  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KA0808  DYNAMIC HT  -         291.269 (meters)     955.61  (feet)  COMP
 KA0808  MODELED GRAV-     980,072.5   (mgal)                       NAVD 88
 KA0808
 KA0808  VERT ORDER  -  SECOND    CLASS 0
 KA0808
 KA0808.The horizontal coordinates were scaled from a topographic map and have
 KA0808.an estimated accuracy of +/- 6 seconds.
 KA0808
 KA0808.The orthometric height was determined by differential leveling
 KA0808.and adjusted by the National Geodetic Survey in June 1991..
 KA0808
 KA0808.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 KA0808;SPC IN W     -   520,250.      939,630.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0808.See file dsdata.txt to determine how the superseded data were derived.
 KA0808
 KA0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK324204(NAD 83)
 KA0808_MARKER: DB = BENCH MARK DISK
 KA0808_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0808_SP_SET: CULVERT
 KA0808_STAMPING: E 111 1946
 KA0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0808
 KA0808  HISTORY     - Date     Condition        Report By
 KA0808  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0606 ***********************************************************************
 LB0606  DESIGNATION -  E 112
 LB0606  PID         -  LB0606
 LB0606  STATE/COUNTY-  IN/HAMILTON
 LB0606  USGS QUAD   -  WESTFIELD (1992)
 LB0606
 LB0606                         *CURRENT SURVEY CONTROL
 LB0606  ___________________________________________________________________
 LB0606* NAD 83(1986)-  40 02 31.     (N)    086 13 38.     (W)     SCALED    
 LB0606* NAVD 88     -       281.265  (meters)     922.78   (feet)  ADJUSTED  
 LB0606  ___________________________________________________________________
 LB0606  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 LB0606  DYNAMIC HT  -         281.107 (meters)     922.27  (feet)  COMP
 LB0606  MODELED GRAV-     980,060.0   (mgal)                       NAVD 88
 LB0606
 LB0606  VERT ORDER  -  SECOND    CLASS 0
 LB0606
 LB0606.The horizontal coordinates were scaled from a topographic map and have
 LB0606.an estimated accuracy of +/- 6 seconds.
 LB0606
 LB0606.The orthometric height was determined by differential leveling
 LB0606.and adjusted by the National Geodetic Survey in June 1991..
 LB0606
 LB0606.The geoid height was determined by GEOID03.
 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     -   532,330.       52,160.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0606.See file dsdata.txt to determine how the superseded data were derived.
 LB0606
 LB0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK659326(NAD 83)
 LB0606_MARKER: DB = BENCH MARK DISK
 LB0606_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0606_SP_SET: BUILDING
 LB0606_STAMPING: E 112 1946
 LB0606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0606
 LB0606  HISTORY     - Date     Condition        Report By
 LB0606  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0883 ***********************************************************************
 LB0883  DESIGNATION -  E 113
 LB0883  PID         -  LB0883
 LB0883  STATE/COUNTY-  IN/BOONE
 LB0883  USGS QUAD   -  HAZELRIGG (1980)
 LB0883
 LB0883                         *CURRENT SURVEY CONTROL
 LB0883  ___________________________________________________________________
 LB0883* NAD 83(1986)-  40 06 11.     (N)    086 37 10.     (W)     SCALED    
 LB0883* NAVD 88     -       260.484  (meters)     854.60   (feet)  ADJUSTED  
 LB0883  ___________________________________________________________________
 LB0883  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 LB0883  DYNAMIC HT  -         260.343 (meters)     854.14  (feet)  COMP
 LB0883  MODELED GRAV-     980,076.6   (mgal)                       NAVD 88
 LB0883
 LB0883  VERT ORDER  -  SECOND    CLASS 0
 LB0883
 LB0883.The horizontal coordinates were scaled from a topographic map and have
 LB0883.an estimated accuracy of +/- 6 seconds.
 LB0883
 LB0883.The orthometric height was determined by differential leveling
 LB0883.and adjusted by the National Geodetic Survey in June 1991..
 LB0883
 LB0883.The geoid height was determined by GEOID03.
 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     -   539,060.      939,550.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0883.See file dsdata.txt to determine how the superseded data were derived.
 LB0883
 LB0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK324392(NAD 83)
 LB0883_MARKER: DB = BENCH MARK DISK
 LB0883_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0883_SP_SET: PIPE CULVERT HEADWALL
 LB0883_STAMPING: E 113 1946
 LB0883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0638 ***********************************************************************
 LB0638  DESIGNATION -  E 114
 LB0638  PID         -  LB0638
 LB0638  STATE/COUNTY-  IN/BOONE
 LB0638  USGS QUAD   -  LEBANON (1979)
 LB0638
 LB0638                         *CURRENT SURVEY CONTROL
 LB0638  ___________________________________________________________________
 LB0638* NAD 83(1986)-  40 05 42.     (N)    086 28 44.     (W)     SCALED    
 LB0638* NAVD 88     -       284.662  (meters)     933.93   (feet)  ADJUSTED  
 LB0638  ___________________________________________________________________
 LB0638  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 LB0638  DYNAMIC HT  -         284.506 (meters)     933.42  (feet)  COMP
 LB0638  MODELED GRAV-     980,070.5   (mgal)                       NAVD 88
 LB0638
 LB0638  VERT ORDER  -  SECOND    CLASS 0
 LB0638
 LB0638.The horizontal coordinates were scaled from a topographic map and have
 LB0638.an estimated accuracy of +/- 6 seconds.
 LB0638
 LB0638.The orthometric height was determined by differential leveling
 LB0638.and adjusted by the National Geodetic Survey in June 1991..
 LB0638
 LB0638.The geoid height was determined by GEOID03.
 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     -   538,240.      951,540.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0638.See file dsdata.txt to determine how the superseded data were derived.
 LB0638
 LB0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK444384(NAD 83)
 LB0638_MARKER: DB = BENCH MARK DISK
 LB0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0638_STAMPING: E 114 1946
 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 = OCTOBER  6, 2006
 LB0037 ***********************************************************************
 LB0037  DESIGNATION -  E 115
 LB0037  PID         -  LB0037
 LB0037  STATE/COUNTY-  IN/CASS
 LB0037  USGS QUAD   -  YOUNG AMERICA (1959)
 LB0037
 LB0037                         *CURRENT SURVEY CONTROL
 LB0037  ___________________________________________________________________
 LB0037* NAD 83(1986)-  40 35 22.     (N)    086 16 46.     (W)     SCALED    
 LB0037* NAVD 88     -       229.936  (meters)     754.38   (feet)  ADJUSTED  
 LB0037  ___________________________________________________________________
 LB0037  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 LB0037  DYNAMIC HT  -         229.821 (meters)     754.00  (feet)  COMP
 LB0037  MODELED GRAV-     980,118.9   (mgal)                       NAVD 88
 LB0037
 LB0037  VERT ORDER  -  SECOND    CLASS 0
 LB0037
 LB0037.The horizontal coordinates were scaled from a topographic map and have
 LB0037.an estimated accuracy of +/- 6 seconds.
 LB0037
 LB0037.The orthometric height was determined by differential leveling
 LB0037.and adjusted by the National Geodetic Survey in June 1991..
 LB0037
 LB0037.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0037.See file dsdata.txt to determine how the superseded data were derived.
 LB0037
 LB0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK609934(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0447 ***********************************************************************
 LB0447  DESIGNATION -  E 116
 LB0447  PID         -  LB0447
 LB0447  STATE/COUNTY-  IN/CLINTON
 LB0447  USGS QUAD   -  MICHIGANTOWN (1980)
 LB0447
 LB0447                         *CURRENT SURVEY CONTROL
 LB0447  ___________________________________________________________________
 LB0447* NAD 83(1986)-  40 17 27.     (N)    086 29 13.     (W)     SCALED    
 LB0447* NAVD 88     -       257.913  (meters)     846.17   (feet)  ADJUSTED  
 LB0447  ___________________________________________________________________
 LB0447  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LB0447  DYNAMIC HT  -         257.776 (meters)     845.72  (feet)  COMP
 LB0447  MODELED GRAV-     980,090.8   (mgal)                       NAVD 88
 LB0447
 LB0447  VERT ORDER  -  SECOND    CLASS 0
 LB0447
 LB0447.The horizontal coordinates were scaled from a topographic map and have
 LB0447.an estimated accuracy of +/- 6 seconds.
 LB0447
 LB0447.The orthometric height was determined by differential leveling
 LB0447.and adjusted by the National Geodetic Survey in June 1991..
 LB0447
 LB0447.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0447.See file dsdata.txt to determine how the superseded data were derived.
 LB0447
 LB0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK436601(NAD 83)
 LB0447_MARKER: DB = BENCH MARK DISK
 LB0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0447_STAMPING: E 116 1946
 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 = OCTOBER  6, 2006
 LB0030 ***********************************************************************
 LB0030  DESIGNATION -  E 118
 LB0030  PID         -  LB0030
 LB0030  STATE/COUNTY-  IN/CASS
 LB0030  USGS QUAD   -  ANOKA (1980)
 LB0030
 LB0030                         *CURRENT SURVEY CONTROL
 LB0030  ___________________________________________________________________
 LB0030* NAD 83(1986)-  40 44 15.     (N)    086 22 21.     (W)     SCALED    
 LB0030* NAVD 88     -       187.827  (meters)     616.23   (feet)  ADJUSTED  
 LB0030  ___________________________________________________________________
 LB0030  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 LB0030  DYNAMIC HT  -         187.737 (meters)     615.93  (feet)  COMP
 LB0030  MODELED GRAV-     980,141.9   (mgal)                       NAVD 88
 LB0030
 LB0030  VERT ORDER  -  SECOND    CLASS 0
 LB0030
 LB0030.The horizontal coordinates were scaled from a topographic map and have
 LB0030.an estimated accuracy of +/- 6 seconds.
 LB0030
 LB0030.The orthometric height was determined by differential leveling
 LB0030.and adjusted by the National Geodetic Survey in June 1991..
 LB0030
 LB0030.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0030.See file dsdata.txt to determine how the superseded data were derived.
 LB0030
 LB0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL529098(NAD 83)
 LB0030_MARKER: DB = BENCH MARK DISK
 LB0030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0030_SP_SET: CULVERT HEADWALL
 LB0030_STAMPING: E 118 1946
 LB0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0030
 LB0030  HISTORY     - Date     Condition        Report By
 LB0030  HISTORY     - 1946     MONUMENTED       CGS
 LB0030  HISTORY     - 1969     POOR             BRADY
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0689 ***********************************************************************
 LB0689  DESIGNATION -  E 119
 LB0689  PID         -  LB0689
 LB0689  STATE/COUNTY-  IN/CARROLL
 LB0689  USGS QUAD   -  ROSSVILLE (1961)
 LB0689
 LB0689                         *CURRENT SURVEY CONTROL
 LB0689  ___________________________________________________________________
 LB0689* NAD 83(1986)-  40 26 30.     (N)    086 37 07.     (W)     SCALED    
 LB0689* NAVD 88     -       219.537  (meters)     720.26   (feet)  ADJUSTED  
 LB0689  ___________________________________________________________________
 LB0689  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 LB0689  DYNAMIC HT  -         219.427 (meters)     719.90  (feet)  COMP
 LB0689  MODELED GRAV-     980,115.4   (mgal)                       NAVD 88
 LB0689
 LB0689  VERT ORDER  -  SECOND    CLASS 0
 LB0689
 LB0689.The horizontal coordinates were scaled from a topographic map and have
 LB0689.an estimated accuracy of +/- 6 seconds.
 LB0689
 LB0689.The orthometric height was determined by differential leveling
 LB0689.and adjusted by the National Geodetic Survey in June 1991..
 LB0689
 LB0689.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0689.See file dsdata.txt to determine how the superseded data were derived.
 LB0689
 LB0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK323768(NAD 83)
 LB0689_MARKER: DB = BENCH MARK DISK
 LB0689_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0689_SP_SET: PIPE CULVERT HEADWALL
 LB0689_STAMPING: E 119 1946
 LB0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JA0891 ***********************************************************************
 JA0891  DESIGNATION -  E 12
 JA0891  PID         -  JA0891
 JA0891  STATE/COUNTY-  IN/DAVIESS
 JA0891  USGS QUAD   -  WASHINGTON (1980)
 JA0891
 JA0891                         *CURRENT SURVEY CONTROL
 JA0891  ___________________________________________________________________
 JA0891* NAD 83(1986)-  38 40 41.     (N)    087 12 41.     (W)     SCALED    
 JA0891* NAVD 88     -       135.594  (meters)     444.86   (feet)  ADJUSTED  
 JA0891  ___________________________________________________________________
 JA0891  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JA0891  DYNAMIC HT  -         135.508 (meters)     444.58  (feet)  COMP
 JA0891  MODELED GRAV-     979,993.5   (mgal)                       NAVD 88
 JA0891
 JA0891  VERT ORDER  -  FIRST     CLASS II
 JA0891
 JA0891.The horizontal coordinates were scaled from a topographic map and have
 JA0891.an estimated accuracy of +/- 6 seconds.
 JA0891
 JA0891.The orthometric height was determined by differential leveling
 JA0891.and adjusted by the National Geodetic Survey in June 1991..
 JA0891
 JA0891.The geoid height was determined by GEOID03.
 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     -   380,770.      888,860.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0891.See file dsdata.txt to determine how the superseded data were derived.
 JA0891
 JA0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH816810(NAD 83)
 JA0891_MARKER: DB = BENCH MARK DISK
 JA0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0891_STAMPING: E 12 1930 445.330
 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             NGS
 JA0891  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0891
 JA0891                          STATION DESCRIPTION
 JA0891
 JA0891'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0711 ***********************************************************************
 LB0711  DESIGNATION -  E 120
 LB0711  PID         -  LB0711
 LB0711  STATE/COUNTY-  IN/CARROLL
 LB0711  USGS QUAD   -  ROSSVILLE (1961)
 LB0711
 LB0711                         *CURRENT SURVEY CONTROL
 LB0711  ___________________________________________________________________
 LB0711* NAD 83(1986)-  40 28 04.     (N)    086 33 26.     (W)     SCALED    
 LB0711* NAVD 88     -       221.744  (meters)     727.51   (feet)  ADJUSTED  
 LB0711  ___________________________________________________________________
 LB0711  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 LB0711  DYNAMIC HT  -         221.632 (meters)     727.14  (feet)  COMP
 LB0711  MODELED GRAV-     980,113.8   (mgal)                       NAVD 88
 LB0711
 LB0711  VERT ORDER  -  SECOND    CLASS 0
 LB0711
 LB0711.The horizontal coordinates were scaled from a topographic map and have
 LB0711.an estimated accuracy of +/- 6 seconds.
 LB0711
 LB0711.The orthometric height was determined by differential leveling
 LB0711.and adjusted by the National Geodetic Survey in June 1991..
 LB0711
 LB0711.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0711.See file dsdata.txt to determine how the superseded data were derived.
 LB0711
 LB0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK375797(NAD 83)
 LB0711_MARKER: DB = BENCH MARK DISK
 LB0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0711_STAMPING: E 120 1946
 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 = OCTOBER  6, 2006
 KA0935 ***********************************************************************
 KA0935  DESIGNATION -  E 121
 KA0935  PID         -  KA0935
 KA0935  STATE/COUNTY-  IN/PUTNAM
 KA0935  USGS QUAD   -  BRAZIL EAST (1986)
 KA0935
 KA0935                         *CURRENT SURVEY CONTROL
 KA0935  ___________________________________________________________________
 KA0935* NAD 83(1986)-  39 36 23.     (N)    087 00 46.     (W)     SCALED    
 KA0935* NAVD 88     -       237.372  (meters)     778.78   (feet)  ADJUSTED  
 KA0935  ___________________________________________________________________
 KA0935  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KA0935  DYNAMIC HT  -         237.236 (meters)     778.33  (feet)  COMP
 KA0935  MODELED GRAV-     980,048.7   (mgal)                       NAVD 88
 KA0935
 KA0935  VERT ORDER  -  FIRST     CLASS II
 KA0935
 KA0935.The horizontal coordinates were scaled from a topographic map and have
 KA0935.an estimated accuracy of +/- 6 seconds.
 KA0935
 KA0935.The orthometric height was determined by differential leveling
 KA0935.and adjusted by the National Geodetic Survey in June 1991..
 KA0935
 KA0935.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0935.See file dsdata.txt to determine how the superseded data were derived.
 KA0935
 KA0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ989840(NAD 83)
 KA0935_MARKER: DB = BENCH MARK DISK
 KA0935_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0935_SP_SET: PIER
 KA0935_STAMPING: E 121 1946
 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 = OCTOBER  6, 2006
 KA0602 ***********************************************************************
 KA0602  DESIGNATION -  E 122
 KA0602  PID         -  KA0602
 KA0602  STATE/COUNTY-  IN/PUTNAM
 KA0602  USGS QUAD   -  GREENCASTLE (1986)
 KA0602
 KA0602                         *CURRENT SURVEY CONTROL
 KA0602  ___________________________________________________________________
 KA0602* NAD 83(1986)-  39 37 43.     (N)    086 48 46.     (W)     SCALED    
 KA0602* NAVD 88     -       246.666  (meters)     809.27   (feet)  ADJUSTED  
 KA0602  ___________________________________________________________________
 KA0602  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KA0602  DYNAMIC HT  -         246.526 (meters)     808.81  (feet)  COMP
 KA0602  MODELED GRAV-     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 topographic map and have
 KA0602.an estimated accuracy of +/- 6 seconds.
 KA0602
 KA0602.The orthometric height was determined by differential leveling
 KA0602.and adjusted by the National Geodetic Survey in June 1991..
 KA0602
 KA0602.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0602.See file dsdata.txt to determine how the superseded data were derived.
 KA0602
 KA0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ160865(NAD 83)
 KA0602_MARKER: DB = BENCH MARK DISK
 KA0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0602_STAMPING: E 122 1946
 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 = OCTOBER  6, 2006
 LB2729 ***********************************************************************
 LB2729  DESIGNATION -  E 123 RESET
 LB2729  PID         -  LB2729
 LB2729  STATE/COUNTY-  IN/BENTON
 LB2729  USGS QUAD   -  ROUND GROVE (1962)
 LB2729
 LB2729                         *CURRENT SURVEY CONTROL
 LB2729  ___________________________________________________________________
 LB2729* NAD 83(1986)-  40 36 22.     (N)    087 06 55.     (W)     SCALED    
 LB2729* NAVD 88     -       221.51   (meters)     726.7    (feet)  RESET     
 LB2729  ___________________________________________________________________
 LB2729  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 LB2729
 LB2729  VERT ORDER  -  THIRD
 LB2729
 LB2729.The horizontal coordinates were scaled from a topographic map and have
 LB2729.an estimated accuracy of +/- 6 seconds.
 LB2729
 LB2729.The orthometric height was computed from unverified reset data.
 LB2729
 LB2729.The geoid height was determined by GEOID03.
 LB2729
 LB2729;                    North         East    Units  Estimated Accuracy
 LB2729;SPC IN W     -   594,820.      897,300.      MT  (+/- 180 meters Scaled)
 LB2729
 LB2729                          SUPERSEDED SURVEY CONTROL
 LB2729
 LB2729  NGVD 29 (04/16/04)  221.59   (m)          727.0    (f) RESET       3  
 LB2729
 LB2729.Superseded values are not recommended for survey control.
 LB2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2729.See file dsdata.txt to determine how the superseded data were derived.
 LB2729
 LB2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK902950(NAD 83)
 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 = OCTOBER  6, 2006
 LB1325 ***********************************************************************
 LB1325  DESIGNATION -  E 124
 LB1325  PID         -  LB1325
 LB1325  STATE/COUNTY-  IN/BENTON
 LB1325  USGS QUAD   -  FOWLER (1980)
 LB1325
 LB1325                         *CURRENT SURVEY CONTROL
 LB1325  ___________________________________________________________________
 LB1325* NAD 83(1986)-  40 37 14.     (N)    087 15 58.     (W)     SCALED    
 LB1325* NAVD 88     -       247.702  (meters)     812.67   (feet)  ADJUSTED  
 LB1325  ___________________________________________________________________
 LB1325  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 LB1325  DYNAMIC HT  -         247.581 (meters)     812.27  (feet)  COMP
 LB1325  MODELED GRAV-     980,133.3   (mgal)                       NAVD 88
 LB1325
 LB1325  VERT ORDER  -  SECOND    CLASS 0
 LB1325
 LB1325.The horizontal coordinates were scaled from a topographic map and have
 LB1325.an estimated accuracy of +/- 6 seconds.
 LB1325
 LB1325.The orthometric height was determined by differential leveling
 LB1325.and adjusted by the National Geodetic Survey in June 1991..
 LB1325
 LB1325.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1325.See file dsdata.txt to determine how the superseded data were derived.
 LB1325
 LB1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK774966(NAD 83)
 LB1325_MARKER: DB = BENCH MARK DISK
 LB1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1325_STAMPING: E 124 1946
 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 = OCTOBER  6, 2006
 LB1464 ***********************************************************************
 LB1464  DESIGNATION -  E 125
 LB1464  PID         -  LB1464
 LB1464  STATE/COUNTY-  IN/WHITE
 LB1464  USGS QUAD   -  TEMPLETON NE (1980)
 LB1464
 LB1464                         *CURRENT SURVEY CONTROL
 LB1464  ___________________________________________________________________
 LB1464* NAD 83(1986)-  40 41 42.     (N)    087 00 16.     (W)     SCALED    
 LB1464* NAVD 88     -       218.386  (meters)     716.49   (feet)  ADJUSTED  
 LB1464  ___________________________________________________________________
 LB1464  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 LB1464  DYNAMIC HT  -         218.283 (meters)     716.15  (feet)  COMP
 LB1464  MODELED GRAV-     980,148.2   (mgal)                       NAVD 88
 LB1464
 LB1464  VERT ORDER  -  SECOND    CLASS 0
 LB1464
 LB1464.The horizontal coordinates were scaled from a topographic map and have
 LB1464.an estimated accuracy of +/- 6 seconds.
 LB1464
 LB1464.The orthometric height was determined by differential leveling
 LB1464.and adjusted by the National Geodetic Survey in June 1991..
 LB1464
 LB1464.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1464.See file dsdata.txt to determine how the superseded data were derived.
 LB1464
 LB1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL996049(NAD 83)
 LB1464_MARKER: DB = BENCH MARK DISK
 LB1464_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1464_SP_SET: BRIDGE
 LB1464_STAMPING: E 125 1946
 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 = OCTOBER  6, 2006
 LB1053 ***********************************************************************
 LB1053  DESIGNATION -  E 126
 LB1053  PID         -  LB1053
 LB1053  STATE/COUNTY-  IN/WHITE
 LB1053  USGS QUAD   -  MONTICELLO NORTH (1986)
 LB1053
 LB1053                         *CURRENT SURVEY CONTROL
 LB1053  ___________________________________________________________________
 LB1053* NAD 83(1986)-  40 52 10.     (N)    086 48 28.     (W)     SCALED    
 LB1053* NAVD 88     -       203.737  (meters)     668.43   (feet)  ADJUSTED  
 LB1053  ___________________________________________________________________
 LB1053  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 LB1053  DYNAMIC HT  -         203.645 (meters)     668.13  (feet)  COMP
 LB1053  MODELED GRAV-     980,171.5   (mgal)                       NAVD 88
 LB1053
 LB1053  VERT ORDER  -  SECOND    CLASS 0
 LB1053
 LB1053.The horizontal coordinates were scaled from a topographic map and have
 LB1053.an estimated accuracy of +/- 6 seconds.
 LB1053
 LB1053.The orthometric height was determined by differential leveling
 LB1053.and adjusted by the National Geodetic Survey in June 1991..
 LB1053
 LB1053.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1053.See file dsdata.txt to determine how the superseded data were derived.
 LB1053
 LB1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL161242(NAD 83)
 LB1053_MARKER: DB = BENCH MARK DISK
 LB1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1053_STAMPING: E 126 1946
 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 = OCTOBER  6, 2006
 LB0942 ***********************************************************************
 LB0942  DESIGNATION -  E 127
 LB0942  PID         -  LB0942
 LB0942  STATE/COUNTY-  IN/WHITE
 LB0942  USGS QUAD   -  BURNETTSVILLE (1962)
 LB0942
 LB0942                         *CURRENT SURVEY CONTROL
 LB0942  ___________________________________________________________________
 LB0942* NAD 83(1986)-  40 51 20.     (N)    086 35 59.     (W)     SCALED    
 LB0942* NAVD 88     -       215.132  (meters)     705.81   (feet)  ADJUSTED  
 LB0942  ___________________________________________________________________
 LB0942  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 LB0942  DYNAMIC HT  -         215.035 (meters)     705.49  (feet)  COMP
 LB0942  MODELED GRAV-     980,169.4   (mgal)                       NAVD 88
 LB0942
 LB0942  VERT ORDER  -  SECOND    CLASS 0
 LB0942
 LB0942.The horizontal coordinates were scaled from a topographic map and have
 LB0942.an estimated accuracy of +/- 6 seconds.
 LB0942
 LB0942.The orthometric height was determined by differential leveling
 LB0942.and adjusted by the National Geodetic Survey in June 1991..
 LB0942
 LB0942.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0942.See file dsdata.txt to determine how the superseded data were derived.
 LB0942
 LB0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL337228(NAD 83)
 LB0942_MARKER: DB = BENCH MARK DISK
 LB0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0942_STAMPING: E 127 1946
 LB0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0942+STABILITY: SURFACE MOTION
 LB0942
 LB0942  HISTORY     - Date     Condition        Report By
 LB0942  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1135 ***********************************************************************
 LB1135  DESIGNATION -  E 128
 LB1135  PID         -  LB1135
 LB1135  STATE/COUNTY-  IN/PULASKI
 LB1135  USGS QUAD   -  BUFFALO (1979)
 LB1135
 LB1135                         *CURRENT SURVEY CONTROL
 LB1135  ___________________________________________________________________
 LB1135* NAD 83(1986)-  40 57 17.     (N)    086 43 06.     (W)     SCALED    
 LB1135* NAVD 88     -       210.080  (meters)     689.24   (feet)  ADJUSTED  
 LB1135  ___________________________________________________________________
 LB1135  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 LB1135  DYNAMIC HT  -         209.988 (meters)     688.94  (feet)  COMP
 LB1135  MODELED GRAV-     980,181.7   (mgal)                       NAVD 88
 LB1135
 LB1135  VERT ORDER  -  SECOND    CLASS 0
 LB1135
 LB1135.The horizontal coordinates were scaled from a topographic map and have
 LB1135.an estimated accuracy of +/- 6 seconds.
 LB1135
 LB1135.The orthometric height was determined by differential leveling
 LB1135.and adjusted by the National Geodetic Survey in June 1991..
 LB1135
 LB1135.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1135.See file dsdata.txt to determine how the superseded data were derived.
 LB1135
 LB1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL237337(NAD 83)
 LB1135_MARKER: DB = BENCH MARK DISK
 LB1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1135_STAMPING: E 128 1946
 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 = OCTOBER  6, 2006
 LB1046 ***********************************************************************
 LB1046  DESIGNATION -  E 129
 LB1046  PID         -  LB1046
 LB1046  STATE/COUNTY-  IN/PULASKI
 LB1046  USGS QUAD   -  STAR CITY (1962)
 LB1046
 LB1046                         *CURRENT SURVEY CONTROL
 LB1046  ___________________________________________________________________
 LB1046* NAD 83(1986)-  40 56 49.     (N)    086 32 37.     (W)     SCALED    
 LB1046* NAVD 88     -       218.756  (meters)     717.70   (feet)  ADJUSTED  
 LB1046  ___________________________________________________________________
 LB1046  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 LB1046  DYNAMIC HT  -         218.660 (meters)     717.39  (feet)  COMP
 LB1046  MODELED GRAV-     980,180.1   (mgal)                       NAVD 88
 LB1046
 LB1046  VERT ORDER  -  SECOND    CLASS 0
 LB1046
 LB1046.The horizontal coordinates were scaled from a topographic map and have
 LB1046.an estimated accuracy of +/- 6 seconds.
 LB1046
 LB1046.The orthometric height was determined by differential leveling
 LB1046.and adjusted by the National Geodetic Survey in June 1991..
 LB1046
 LB1046.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1046.See file dsdata.txt to determine how the superseded data were derived.
 LB1046
 LB1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL384329(NAD 83)
 LB1046_MARKER: DB = BENCH MARK DISK
 LB1046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1046_SP_SET: CULVERT
 LB1046_STAMPING: E 129 1946
 LB1046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0380 ***********************************************************************
 KA0380  DESIGNATION -  E 13
 KA0380  PID         -  KA0380
 KA0380  STATE/COUNTY-  IN/OWEN
 KA0380  USGS QUAD   -  SPENCER (1983)
 KA0380
 KA0380                         *CURRENT SURVEY CONTROL
 KA0380  ___________________________________________________________________
 KA0380* NAD 83(1986)-  39 17 09.     (N)    086 45 19.     (W)     SCALED    
 KA0380* NAVD 88     -       171.263  (meters)     561.89   (feet)  ADJUSTED  
 KA0380  ___________________________________________________________________
 KA0380  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KA0380  DYNAMIC HT  -         171.161 (meters)     561.55  (feet)  COMP
 KA0380  MODELED GRAV-     980,031.0   (mgal)                       NAVD 88
 KA0380
 KA0380  VERT ORDER  -  FIRST     CLASS II
 KA0380
 KA0380.The horizontal coordinates were scaled from a topographic map and have
 KA0380.an estimated accuracy of +/- 6 seconds.
 KA0380
 KA0380.The orthometric height was determined by differential leveling
 KA0380.and adjusted by the National Geodetic Survey in June 1991..
 KA0380
 KA0380.The geoid height was determined by GEOID03.
 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     -   448,280.      928,300.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0380.See file dsdata.txt to determine how the superseded data were derived.
 KA0380
 KA0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ211485(NAD 83)
 KA0380_MARKER: DB = BENCH MARK DISK
 KA0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0380_STAMPING: 562.302 E 13 1930
 KA0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0380+STABILITY: SURFACE MOTION
 KA0380
 KA0380  HISTORY     - Date     Condition        Report By
 KA0380  HISTORY     - 1930     MONUMENTED       CGS
 KA0380  HISTORY     - 1946     GOOD             NGS
 KA0380
 KA0380                          STATION DESCRIPTION
 KA0380
 KA0380'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0712 ***********************************************************************
 ME0712  DESIGNATION -  E 130
 ME0712  PID         -  ME0712
 ME0712  STATE/COUNTY-  IN/PULASKI
 ME0712  USGS QUAD   -  NORTH JUDSON SE (1962)
 ME0712
 ME0712                         *CURRENT SURVEY CONTROL
 ME0712  ___________________________________________________________________
 ME0712* NAD 83(1986)-  41 05 06.     (N)    086 48 03.     (W)     SCALED    
 ME0712* NAVD 88     -       211.989  (meters)     695.50   (feet)  ADJUSTED  
 ME0712  ___________________________________________________________________
 ME0712  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 ME0712  DYNAMIC HT  -         211.897 (meters)     695.20  (feet)  COMP
 ME0712  MODELED GRAV-     980,186.5   (mgal)                       NAVD 88
 ME0712
 ME0712  VERT ORDER  -  SECOND    CLASS 0
 ME0712
 ME0712.The horizontal coordinates were scaled from a topographic map and have
 ME0712.an estimated accuracy of +/- 6 seconds.
 ME0712
 ME0712.The orthometric height was determined by differential leveling
 ME0712.and adjusted by the National Geodetic Survey in June 1991..
 ME0712
 ME0712.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0712.See file dsdata.txt to determine how the superseded data were derived.
 ME0712
 ME0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL167482(NAD 83)
 ME0712_MARKER: DB = BENCH MARK DISK
 ME0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0712_STAMPING: E 130 1946
 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   NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 ME0754 ***********************************************************************
 ME0754  DESIGNATION -  E 131
 ME0754  PID         -  ME0754
 ME0754  STATE/COUNTY-  IN/PULASKI
 ME0754  USGS QUAD   -  WINAMAC (1980)
 ME0754
 ME0754                         *CURRENT SURVEY CONTROL
 ME0754  ___________________________________________________________________
 ME0754* NAD 83(1986)-  41 01 08.     (N)    086 30 04.     (W)     SCALED    
 ME0754* NAVD 88     -       221.995  (meters)     728.33   (feet)  ADJUSTED  
 ME0754  ___________________________________________________________________
 ME0754  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 ME0754  DYNAMIC HT  -         221.898 (meters)     728.01  (feet)  COMP
 ME0754  MODELED GRAV-     980,184.6   (mgal)                       NAVD 88
 ME0754
 ME0754  VERT ORDER  -  SECOND    CLASS 0
 ME0754
 ME0754.The horizontal coordinates were scaled from a topographic map and have
 ME0754.an estimated accuracy of +/- 6 seconds.
 ME0754
 ME0754.The orthometric height was determined by differential leveling
 ME0754.and adjusted by the National Geodetic Survey in June 1991..
 ME0754
 ME0754.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0754.See file dsdata.txt to determine how the superseded data were derived.
 ME0754
 ME0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL419409(NAD 83)
 ME0754_MARKER: DB = BENCH MARK DISK
 ME0754_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0754_SP_SET: CULVERT
 ME0754_STAMPING: E 131 1946
 ME0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME0664 ***********************************************************************
 ME0664  DESIGNATION -  E 132
 ME0664  PID         -  ME0664
 ME0664  STATE/COUNTY-  IN/PULASKI
 ME0664  USGS QUAD   -  DENHAM (1962)
 ME0664
 ME0664                         *CURRENT SURVEY CONTROL
 ME0664  ___________________________________________________________________
 ME0664* NAD 83(1986)-  41 10 05.     (N)    086 42 45.     (W)     SCALED    
 ME0664* NAVD 88     -       213.402  (meters)     700.14   (feet)  ADJUSTED  
 ME0664  ___________________________________________________________________
 ME0664  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 ME0664  DYNAMIC HT  -         213.311 (meters)     699.84  (feet)  COMP
 ME0664  MODELED GRAV-     980,193.4   (mgal)                       NAVD 88
 ME0664
 ME0664  VERT ORDER  -  SECOND    CLASS 0
 ME0664
 ME0664.The horizontal coordinates were scaled from a topographic map and have
 ME0664.an estimated accuracy of +/- 6 seconds.
 ME0664
 ME0664.The orthometric height was determined by differential leveling
 ME0664.and adjusted by the National Geodetic Survey in June 1991..
 ME0664
 ME0664.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0664.See file dsdata.txt to determine how the superseded data were derived.
 ME0664
 ME0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL241574(NAD 83)
 ME0664_MARKER: DB = BENCH MARK DISK
 ME0664_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0664_SP_SET: BRIDGE
 ME0664_STAMPING: E 132 1946
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1969
 ME0664'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0401 ***********************************************************************
 ME0401  DESIGNATION -  E 133
 ME0401  PID         -  ME0401
 ME0401  STATE/COUNTY-  IN/MARSHALL
 ME0401  USGS QUAD   -  CULVER (1980)
 ME0401
 ME0401                         *CURRENT SURVEY CONTROL
 ME0401  ___________________________________________________________________
 ME0401* NAD 83(1986)-  41 13 36.     (N)    086 24 13.     (W)     SCALED    
 ME0401* NAVD 88     -       232.524  (meters)     762.87   (feet)  ADJUSTED  
 ME0401  ___________________________________________________________________
 ME0401  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME0401  DYNAMIC HT  -         232.427 (meters)     762.55  (feet)  COMP
 ME0401  MODELED GRAV-     980,201.6   (mgal)                       NAVD 88
 ME0401
 ME0401  VERT ORDER  -  SECOND    CLASS 0
 ME0401
 ME0401.The horizontal coordinates were scaled from a topographic map and have
 ME0401.an estimated accuracy of +/- 6 seconds.
 ME0401
 ME0401.The orthometric height was determined by differential leveling
 ME0401.and adjusted by the National Geodetic Survey in June 1991..
 ME0401
 ME0401.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0401.See file dsdata.txt to determine how the superseded data were derived.
 ME0401
 ME0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL499640(NAD 83)
 ME0401_MARKER: DB = BENCH MARK DISK
 ME0401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0401_SP_SET: CULVERT
 ME0401_STAMPING: E 133 1946
 ME0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0401
 ME0401  HISTORY     - Date     Condition        Report By
 ME0401  HISTORY     - 1946     MONUMENTED       CGS
 ME0401  HISTORY     - 1984     GOOD             USPSQD
 ME0401  HISTORY     - 1988     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0471 ***********************************************************************
 ME0471  DESIGNATION -  E 134
 ME0471  PID         -  ME0471
 ME0471  STATE/COUNTY-  IN/FULTON
 ME0471  USGS QUAD   -  KEWANNA (1977)
 ME0471
 ME0471                         *CURRENT SURVEY CONTROL
 ME0471  ___________________________________________________________________
 ME0471* NAD 83(1986)-  41 06 47.     (N)    086 28 01.     (W)     SCALED    
 ME0471* NAVD 88     -       231.210  (meters)     758.56   (feet)  ADJUSTED  
 ME0471  ___________________________________________________________________
 ME0471  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 ME0471  DYNAMIC HT  -         231.115 (meters)     758.25  (feet)  COMP
 ME0471  MODELED GRAV-     980,207.1   (mgal)                       NAVD 88
 ME0471
 ME0471  VERT ORDER  -  SECOND    CLASS 0
 ME0471
 ME0471.The horizontal coordinates were scaled from a topographic map and have
 ME0471.an estimated accuracy of +/- 6 seconds.
 ME0471
 ME0471.The orthometric height was determined by differential leveling
 ME0471.and adjusted by the National Geodetic Survey in June 1991..
 ME0471
 ME0471.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0471.See file dsdata.txt to determine how the superseded data were derived.
 ME0471
 ME0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL447514(NAD 83)
 ME0471_MARKER: DB = BENCH MARK DISK
 ME0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0471_STAMPING: E 134 1946
 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 = OCTOBER  6, 2006
 MD1106 ***********************************************************************
 MD1106  DESIGNATION -  E 135
 MD1106  PID         -  MD1106
 MD1106  STATE/COUNTY-  IN/KOSCIUSKO
 MD1106  USGS QUAD   -  PIERCETON (1994)
 MD1106
 MD1106                         *CURRENT SURVEY CONTROL
 MD1106  ___________________________________________________________________
 MD1106* NAD 83(1986)-  41 09 01.     (N)    085 44 19.     (W)     SCALED    
 MD1106* NAVD 88     -       281.088  (meters)     922.20   (feet)  ADJUSTED  
 MD1106  ___________________________________________________________________
 MD1106  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MD1106  DYNAMIC HT  -         280.967 (meters)     921.81  (feet)  COMP
 MD1106  MODELED GRAV-     980,186.5   (mgal)                       NAVD 88
 MD1106
 MD1106  VERT ORDER  -  SECOND    CLASS 0
 MD1106
 MD1106.The horizontal coordinates were scaled from a topographic map and have
 MD1106.an estimated accuracy of +/- 6 seconds.
 MD1106
 MD1106.The orthometric height was determined by differential leveling
 MD1106.and adjusted by the National Geodetic Survey in June 1991..
 MD1106
 MD1106.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1106.See file dsdata.txt to determine how the superseded data were derived.
 MD1106
 MD1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL058562(NAD 83)
 MD1106_MARKER: DB = BENCH MARK DISK
 MD1106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1106_SP_SET: CULVERT
 MD1106_STAMPING: E 135 1946
 MD1106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1205 ***********************************************************************
 LB1205  DESIGNATION -  E 136
 LB1205  PID         -  LB1205
 LB1205  STATE/COUNTY-  IN/WHITE
 LB1205  USGS QUAD   -  ROUND GROVE (1962)
 LB1205
 LB1205                         *CURRENT SURVEY CONTROL
 LB1205  ___________________________________________________________________
 LB1205* NAD 83(1986)-  40 33 57.     (N)    087 01 49.     (W)     SCALED    
 LB1205* NAVD 88     -       226.072  (meters)     741.70   (feet)  ADJUSTED  
 LB1205  ___________________________________________________________________
 LB1205  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 LB1205  DYNAMIC HT  -         225.961 (meters)     741.34  (feet)  COMP
 LB1205  MODELED GRAV-     980,127.0   (mgal)                       NAVD 88
 LB1205
 LB1205  VERT ORDER  -  SECOND    CLASS 0
 LB1205
 LB1205.The horizontal coordinates were scaled from a topographic map and have
 LB1205.an estimated accuracy of +/- 6 seconds.
 LB1205
 LB1205.The orthometric height was determined by differential leveling
 LB1205.and adjusted by the National Geodetic Survey in June 1991..
 LB1205
 LB1205.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1205.See file dsdata.txt to determine how the superseded data were derived.
 LB1205
 LB1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK974905(NAD 83)
 LB1205_MARKER: DB = BENCH MARK DISK
 LB1205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1205_SP_SET: CULVERT
 LB1205_STAMPING: E 136 1946
 LB1205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME1232 ***********************************************************************
 ME1232  DESIGNATION -  E 138
 ME1232  PID         -  ME1232
 ME1232  STATE/COUNTY-  IN/LAKE
 ME1232  USGS QUAD   -  CROWN POINT (1992)
 ME1232
 ME1232                         *CURRENT SURVEY CONTROL
 ME1232  ___________________________________________________________________
 ME1232* NAD 83(1986)-  41 23 01.     (N)    087 20 06.     (W)     SCALED    
 ME1232* NAVD 88     -       226.920  (meters)     744.49   (feet)  ADJUSTED  
 ME1232  ___________________________________________________________________
 ME1232  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME1232  DYNAMIC HT  -         226.827 (meters)     744.18  (feet)  COMP
 ME1232  MODELED GRAV-     980,208.7   (mgal)                       NAVD 88
 ME1232
 ME1232  VERT ORDER  -  SECOND    CLASS 0
 ME1232
 ME1232.The horizontal coordinates were scaled from a topographic map and have
 ME1232.an estimated accuracy of +/- 6 seconds.
 ME1232
 ME1232.The orthometric height was determined by differential leveling
 ME1232.and adjusted by the National Geodetic Survey in June 1991..
 ME1232
 ME1232.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1232.See file dsdata.txt to determine how the superseded data were derived.
 ME1232
 ME1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL719813(NAD 83)
 ME1232_MARKER: DB = BENCH MARK DISK
 ME1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1232_STAMPING: E 138 1946
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1953
 ME1232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1279 ***********************************************************************
 ME1279  DESIGNATION -  E 139
 ME1279  PID         -  ME1279
 ME1279  STATE/COUNTY-  IN/LAKE
 ME1279  USGS QUAD   -  LEROY (1992)
 ME1279
 ME1279                         *CURRENT SURVEY CONTROL
 ME1279  ___________________________________________________________________
 ME1279* NAD 83(1986)-  41 17 21.     (N)    087 16 15.     (W)     SCALED    
 ME1279* NAVD 88     -       203.673  (meters)     668.22   (feet)  ADJUSTED  
 ME1279  ___________________________________________________________________
 ME1279  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME1279  DYNAMIC HT  -         203.587 (meters)     667.93  (feet)  COMP
 ME1279  MODELED GRAV-     980,199.6   (mgal)                       NAVD 88
 ME1279
 ME1279  VERT ORDER  -  SECOND    CLASS 0
 ME1279
 ME1279.The horizontal coordinates were scaled from a topographic map and have
 ME1279.an estimated accuracy of +/- 6 seconds.
 ME1279
 ME1279.The orthometric height was determined by differential leveling
 ME1279.and adjusted by the National Geodetic Survey in June 1991..
 ME1279
 ME1279.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1279.See file dsdata.txt to determine how the superseded data were derived.
 ME1279
 ME1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL773708(NAD 83)
 ME1279_MARKER: DB = BENCH MARK DISK
 ME1279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1279_SP_SET: CULVERT
 ME1279_STAMPING: E 139 1946
 ME1279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1279
 ME1279  HISTORY     - Date     Condition        Report By
 ME1279  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1659 ***********************************************************************
 LA1659  DESIGNATION -  E 14
 LA1659  PID         -  LA1659
 LA1659  STATE/COUNTY-  IN/WABASH
 LA1659  USGS QUAD   -  LAGRO (1994)
 LA1659
 LA1659                         *CURRENT SURVEY CONTROL
 LA1659  ___________________________________________________________________
 LA1659* NAD 83(1986)-  40 50 13.     (N)    085 43 29.     (W)     SCALED    
 LA1659* NAVD 88     -       206.454  (meters)     677.34   (feet)  ADJUSTED  
 LA1659  ___________________________________________________________________
 LA1659  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 LA1659  DYNAMIC HT  -         206.357 (meters)     677.02  (feet)  COMP
 LA1659  MODELED GRAV-     980,150.2   (mgal)                       NAVD 88
 LA1659
 LA1659  VERT ORDER  -  FIRST     CLASS II
 LA1659
 LA1659.The horizontal coordinates were scaled from a topographic map and have
 LA1659.an estimated accuracy of +/- 6 seconds.
 LA1659
 LA1659.The orthometric height was determined by differential leveling
 LA1659.and adjusted by the National Geodetic Survey in June 1991..
 LA1659
 LA1659.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1659.See file dsdata.txt to determine how the superseded data were derived.
 LA1659
 LA1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL075214(NAD 83)
 LA1659_MARKER: DB = BENCH MARK DISK
 LA1659_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1659_SP_SET: ABUTMENT
 LA1659_STAMPING: E 14 1930
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1949
 LA1659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1258 ***********************************************************************
 ME1258  DESIGNATION -  E 140
 ME1258  PID         -  ME1258
 ME1258  STATE/COUNTY-  IN/LAKE
 ME1258  USGS QUAD   -  PALMER (1992)
 ME1258
 ME1258                         *CURRENT SURVEY CONTROL
 ME1258  ___________________________________________________________________
 ME1258* NAD 83(1986)-  41 24 02.     (N)    087 14 19.     (W)     SCALED    
 ME1258* NAVD 88     -       231.329  (meters)     758.95   (feet)  ADJUSTED  
 ME1258  ___________________________________________________________________
 ME1258  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ME1258  DYNAMIC HT  -         231.236 (meters)     758.65  (feet)  COMP
 ME1258  MODELED GRAV-     980,212.1   (mgal)                       NAVD 88
 ME1258
 ME1258  VERT ORDER  -  SECOND    CLASS 0
 ME1258
 ME1258.The horizontal coordinates were scaled from a topographic map and have
 ME1258.an estimated accuracy of +/- 6 seconds.
 ME1258
 ME1258.The orthometric height was determined by differential leveling
 ME1258.and adjusted by the National Geodetic Survey in June 1991..
 ME1258
 ME1258.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1258.See file dsdata.txt to determine how the superseded data were derived.
 ME1258
 ME1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL800832(NAD 83)
 ME1258_MARKER: DB = BENCH MARK DISK
 ME1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1258_STAMPING: E 140 1946
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 ME1286 ***********************************************************************
 ME1286  DESIGNATION -  E 141
 ME1286  PID         -  ME1286
 ME1286  STATE/COUNTY-  IN/PORTER
 ME1286  USGS QUAD   -  HEBRON (1972)
 ME1286
 ME1286                         *CURRENT SURVEY CONTROL
 ME1286  ___________________________________________________________________
 ME1286* NAD 83(1986)-  41 18 58.     (N)    087 11 57.     (W)     SCALED    
 ME1286* NAVD 88     -       214.331  (meters)     703.18   (feet)  ADJUSTED  
 ME1286  ___________________________________________________________________
 ME1286  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 ME1286  DYNAMIC HT  -         214.241 (meters)     702.89  (feet)  COMP
 ME1286  MODELED GRAV-     980,201.8   (mgal)                       NAVD 88
 ME1286
 ME1286  VERT ORDER  -  SECOND    CLASS 0
 ME1286
 ME1286.The horizontal coordinates were scaled from a topographic map and have
 ME1286.an estimated accuracy of +/- 6 seconds.
 ME1286
 ME1286.The orthometric height was determined by differential leveling
 ME1286.and adjusted by the National Geodetic Survey in June 1991..
 ME1286
 ME1286.The geoid height was determined by GEOID03.
 ME1286
 ME1286.The dynamic height is computed by dividing the NAVD 88
 ME1286.geopotential number by the normal gravity value computed on the
 ME1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1286.degrees latitude (g = 980.6199 gals.).
 ME1286
 ME1286.The modeled gravity was interpolated from observed gravity values.
 ME1286
 ME1286;                    North         East    Units  Estimated Accuracy
 ME1286;SPC IN W     -   673,670.      890,300.      MT  (+/- 180 meters Scaled)
 ME1286
 ME1286                          SUPERSEDED SURVEY CONTROL
 ME1286
 ME1286  NGVD 29 (??/??/92)  214.420  (m)          703.48   (f) ADJ UNCH    2 0
 ME1286
 ME1286.Superseded values are not recommended for survey control.
 ME1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1286.See file dsdata.txt to determine how the superseded data were derived.
 ME1286
 ME1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL833738(NAD 83)
 ME1286_MARKER: DB = BENCH MARK DISK
 ME1286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1286_SP_SET: BUILDING
 ME1286_STAMPING: E 141 1946
 ME1286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1286
 ME1286  HISTORY     - Date     Condition        Report By
 ME1286  HISTORY     - 1946     MONUMENTED       CGS
 ME1286  HISTORY     - 1984     GOOD             LOCSUR
 ME1286
 ME1286                          STATION DESCRIPTION
 ME1286
 ME1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1286'0.4 MI S FROM HEBRON.
 ME1286'ABOUT 0.35 MILES SOUTH ALONG STATE HIGHWAY 2 FROM THE PENNSYLVANIA
 ME1286'RAILROAD STATION AT HEBRON, AT THE BOONE TOWNSHIP SCHOOL, SET
 ME1286'VERTICALLY IN THE WEST FACE OF THE NORTHWEST CORNER OF THE
 ME1286'BUILDING, 0.5 FOOT SOUTH OF THE NORTHWEST CORNER AND ABOUT 2
 ME1286'FEET ABOVE THE GROUND.  A DISK SET VERTICALLY IN A DRILL HOLE.
 ME1286
 ME1286                          STATION RECOVERY (1984)
 ME1286
 ME1286'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ME1286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0624 ***********************************************************************
 ME0624  DESIGNATION -  E 142
 ME0624  PID         -  ME0624
 ME0624  STATE/COUNTY-  IN/STARKE
 ME0624  USGS QUAD   -  KNOX WEST (1980)
 ME0624
 ME0624                         *CURRENT SURVEY CONTROL
 ME0624  ___________________________________________________________________
 ME0624* NAD 83(1986)-  41 19 00.     (N)    086 44 16.     (W)     SCALED    
 ME0624* NAVD 88     -       205.772  (meters)     675.10   (feet)  ADJUSTED  
 ME0624  ___________________________________________________________________
 ME0624  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0624  DYNAMIC HT  -         205.686 (meters)     674.82  (feet)  COMP
 ME0624  MODELED GRAV-     980,204.7   (mgal)                       NAVD 88
 ME0624
 ME0624  VERT ORDER  -  SECOND    CLASS 0
 ME0624
 ME0624.The horizontal coordinates were scaled from a topographic map and have
 ME0624.an estimated accuracy of +/- 6 seconds.
 ME0624
 ME0624.The orthometric height was determined by differential leveling
 ME0624.and adjusted by the National Geodetic Survey in June 1991..
 ME0624
 ME0624.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0624.See file dsdata.txt to determine how the superseded data were derived.
 ME0624
 ME0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL219739(NAD 83)
 ME0624_MARKER: DB = BENCH MARK DISK
 ME0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0624_STAMPING: E 142 1946
 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 = OCTOBER  6, 2006
 ME0587 ***********************************************************************
 ME0587  DESIGNATION -  E 143
 ME0587  PID         -  ME0587
 ME0587  STATE/COUNTY-  IN/LA PORTE
 ME0587  USGS QUAD   -  LA CROSSE (1958)
 ME0587
 ME0587                         *CURRENT SURVEY CONTROL
 ME0587  ___________________________________________________________________
 ME0587* NAD 83(1986)-  41 21 40.     (N)    086 53 29.     (W)     SCALED    
 ME0587* NAVD 88     -       211.737  (meters)     694.67   (feet)  ADJUSTED  
 ME0587  ___________________________________________________________________
 ME0587  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0587  DYNAMIC HT  -         211.649 (meters)     694.39  (feet)  COMP
 ME0587  MODELED GRAV-     980,204.0   (mgal)                       NAVD 88
 ME0587
 ME0587  VERT ORDER  -  SECOND    CLASS 0
 ME0587
 ME0587.The horizontal coordinates were scaled from a topographic map and have
 ME0587.an estimated accuracy of +/- 6 seconds.
 ME0587
 ME0587.The orthometric height was determined by differential leveling
 ME0587.and adjusted by the National Geodetic Survey in June 1991..
 ME0587
 ME0587.The geoid height was determined by GEOID03.
 ME0587
 ME0587.The dynamic height is computed by dividing the NAVD 88
 ME0587.geopotential number by the normal gravity value computed on the
 ME0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0587.degrees latitude (g = 980.6199 gals.).
 ME0587
 ME0587.The modeled gravity was interpolated from observed gravity values.
 ME0587
 ME0587;                    North         East    Units  Estimated Accuracy
 ME0587;SPC IN W     -   678,680.      916,060.      MT  (+/- 180 meters Scaled)
 ME0587
 ME0587                          SUPERSEDED SURVEY CONTROL
 ME0587
 ME0587  NGVD 29 (??/??/92)  211.814  (m)          694.93   (f) ADJ UNCH    2 0
 ME0587
 ME0587.Superseded values are not recommended for survey control.
 ME0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0587.See file dsdata.txt to determine how the superseded data were derived.
 ME0587
 ME0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL090788(NAD 83)
 ME0587_MARKER: DB = BENCH MARK DISK
 ME0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0587_STAMPING: E 143
 ME0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0587+STABILITY: SURFACE MOTION
 ME0587
 ME0587  HISTORY     - Date     Condition        Report By
 ME0587  HISTORY     - UNK      MONUMENTED       CGS
 ME0587  HISTORY     - 1946     GOOD             NGS
 ME0587  HISTORY     - 1988     POOR             USPSQD
 ME0587
 ME0587                          STATION DESCRIPTION
 ME0587
 ME0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 ME0587'3 MI N FROM LA CROSSE.
 ME0587'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 43 FROM THE INTERSECTION
 ME0587'OF STATE HIGHWAY 8 AT LA CROSSE, ABOUT 0.1 MILE NORTH OF A TWO
 ME0587'STORY WHITE HOUSE ON THE EAST SIDE OF THE HIGHWAY, SET IN THE
 ME0587'NORTHEAST QUARTER OF THE INTERSECTION OF AN EAST-WEST GRAVEL
 ME0587'ROAD, 82 FEET NORTHEAST AND ACROSS THE INTERSECTION FROM POWER
 ME0587'POLE NO. 408/962, 36 FEET NORTH OF THE CENTER LINE OF THE
 ME0587'EAST-WEST ROAD, 29 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 ME0587'10 FEET NORTH OF A TELEPHONE POLE, AND IN LINE WITH THE ROW
 ME0587'OF POLES, 0.5 FOOT WEST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE
 ME0587'WOODEN WITNESS POST, ABOUT 0.5 FOOT BELOW THE HIGHWAY, AND SET
 ME0587'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 ME0587
 ME0587                          STATION RECOVERY (1988)
 ME0587
 ME0587'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME0587'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0383 ***********************************************************************
 ME0383  DESIGNATION -  E 144
 ME0383  PID         -  ME0383
 ME0383  STATE/COUNTY-  IN/FULTON
 ME0383  USGS QUAD   -  ROCHESTER (1992)
 ME0383
 ME0383                         *CURRENT SURVEY CONTROL
 ME0383  ___________________________________________________________________
 ME0383* NAD 83(1986)-  41 07 04.     (N)    086 13 35.     (W)     SCALED    
 ME0383* NAVD 88     -       247.780  (meters)     812.92   (feet)  ADJUSTED  
 ME0383  ___________________________________________________________________
 ME0383  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 ME0383  DYNAMIC HT  -         247.673 (meters)     812.57  (feet)  COMP
 ME0383  MODELED GRAV-     980,188.9   (mgal)                       NAVD 88
 ME0383
 ME0383  VERT ORDER  -  SECOND    CLASS 0
 ME0383
 ME0383.The horizontal coordinates were scaled from a topographic map and have
 ME0383.an estimated accuracy of +/- 6 seconds.
 ME0383
 ME0383.The orthometric height was determined by differential leveling
 ME0383.and adjusted by the National Geodetic Survey in June 1991..
 ME0383
 ME0383.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0383.See file dsdata.txt to determine how the superseded data were derived.
 ME0383
 ME0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL649521(NAD 83)
 ME0383_MARKER: DB = BENCH MARK DISK
 ME0383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0383_SP_SET: BUILDING
 ME0383_STAMPING: E 144 1946
 ME0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0383
 ME0383  HISTORY     - Date     Condition        Report By
 ME0383  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1213 ***********************************************************************
 MD1213  DESIGNATION -  E 145
 MD1213  PID         -  MD1213
 MD1213  STATE/COUNTY-  IN/KOSCIUSKO
 MD1213  USGS QUAD   -  BURKET (1994)
 MD1213
 MD1213                         *CURRENT SURVEY CONTROL
 MD1213  ___________________________________________________________________
 MD1213* NAD 83(1986)-  41 13 57.     (N)    085 58 03.     (W)     SCALED    
 MD1213* NAVD 88     -       245.882  (meters)     806.70   (feet)  ADJUSTED  
 MD1213  ___________________________________________________________________
 MD1213  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 MD1213  DYNAMIC HT  -         245.779 (meters)     806.36  (feet)  COMP
 MD1213  MODELED GRAV-     980,196.2   (mgal)                       NAVD 88
 MD1213
 MD1213  VERT ORDER  -  SECOND    CLASS 0
 MD1213
 MD1213.The horizontal coordinates were scaled from a topographic map and have
 MD1213.an estimated accuracy of +/- 6 seconds.
 MD1213
 MD1213.The orthometric height was determined by differential leveling
 MD1213.and adjusted by the National Geodetic Survey in June 1991..
 MD1213
 MD1213.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1213.See file dsdata.txt to determine how the superseded data were derived.
 MD1213
 MD1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL865650(NAD 83)
 MD1213_MARKER: DB = BENCH MARK DISK
 MD1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1213_STAMPING: E 145 1946
 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 = OCTOBER  6, 2006
 LB0951 ***********************************************************************
 LB0951  DESIGNATION -  E 146
 LB0951  PID         -  LB0951
 LB0951  STATE/COUNTY-  IN/CARROLL
 LB0951  USGS QUAD   -  BURROWS (1987)
 LB0951
 LB0951                         *CURRENT SURVEY CONTROL
 LB0951  ___________________________________________________________________
 LB0951* NAD 83(1986)-  40 40 17.     (N)    086 34 44.     (W)     SCALED    
 LB0951* NAVD 88     -       175.603  (meters)     576.12   (feet)  ADJUSTED  
 LB0951  ___________________________________________________________________
 LB0951  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 LB0951  DYNAMIC HT  -         175.520 (meters)     575.85  (feet)  COMP
 LB0951  MODELED GRAV-     980,148.7   (mgal)                       NAVD 88
 LB0951
 LB0951  VERT ORDER  -  SECOND    CLASS 0
 LB0951
 LB0951.The horizontal coordinates were scaled from a topographic map and have
 LB0951.an estimated accuracy of +/- 6 seconds.
 LB0951
 LB0951.The orthometric height was determined by differential leveling
 LB0951.and adjusted by the National Geodetic Survey in June 1991..
 LB0951
 LB0951.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0951.See file dsdata.txt to determine how the superseded data were derived.
 LB0951
 LB0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL355023(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0979 ***********************************************************************
 LB0979  DESIGNATION -  E 147
 LB0979  PID         -  LB0979
 LB0979  STATE/COUNTY-  IN/WHITE
 LB0979  USGS QUAD   -  BROOKSTON (1986)
 LB0979
 LB0979                         *CURRENT SURVEY CONTROL
 LB0979  ___________________________________________________________________
 LB0979* NAD 83(1986)-  40 36 08.     (N)    086 51 00.     (W)     SCALED    
 LB0979* NAVD 88     -       207.353  (meters)     680.29   (feet)  ADJUSTED  
 LB0979  ___________________________________________________________________
 LB0979  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 LB0979  DYNAMIC HT  -         207.254 (meters)     679.97  (feet)  COMP
 LB0979  MODELED GRAV-     980,142.8   (mgal)                       NAVD 88
 LB0979
 LB0979  VERT ORDER  -  SECOND    CLASS 0
 LB0979
 LB0979.The horizontal coordinates were scaled from a topographic map and have
 LB0979.an estimated accuracy of +/- 6 seconds.
 LB0979
 LB0979.The orthometric height was determined by differential leveling
 LB0979.and adjusted by the National Geodetic Survey in June 1991..
 LB0979
 LB0979.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0979.See file dsdata.txt to determine how the superseded data were derived.
 LB0979
 LB0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK126946(NAD 83)
 LB0979_MARKER: DB = BENCH MARK DISK
 LB0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0979_STAMPING: E 147 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0024 ***********************************************************************
 LB0024  DESIGNATION -  E 148
 LB0024  PID         -  LB0024
 LB0024  STATE/COUNTY-  IN/CASS
 LB0024  USGS QUAD   -  CLYMERS (1987)
 LB0024
 LB0024                         *CURRENT SURVEY CONTROL
 LB0024  ___________________________________________________________________
 LB0024* NAD 83(1986)-  40 42 23.     (N)    086 27 17.     (W)     SCALED    
 LB0024* NAVD 88     -       219.301  (meters)     719.49   (feet)  ADJUSTED  
 LB0024  ___________________________________________________________________
 LB0024  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 LB0024  DYNAMIC HT  -         219.197 (meters)     719.15  (feet)  COMP
 LB0024  MODELED GRAV-     980,142.7   (mgal)                       NAVD 88
 LB0024
 LB0024  VERT ORDER  -  SECOND    CLASS 0
 LB0024
 LB0024.The horizontal coordinates were scaled from a topographic map and have
 LB0024.an estimated accuracy of +/- 6 seconds.
 LB0024
 LB0024.The orthometric height was determined by differential leveling
 LB0024.and adjusted by the National Geodetic Survey in June 1991..
 LB0024
 LB0024.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0024.See file dsdata.txt to determine how the superseded data were derived.
 LB0024
 LB0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL460063(NAD 83)
 LB0024_MARKER: DB = BENCH MARK DISK
 LB0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0024_SP_SET: PIPE CULVERT HEADWALL
 LB0024_STAMPING: E 148 1946
 LB0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0024
 LB0024  HISTORY     - Date     Condition        Report By
 LB0024  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0636 ***********************************************************************
 MD0636  DESIGNATION -  E 15
 MD0636  PID         -  MD0636
 MD0636  STATE/COUNTY-  IN/ALLEN
 MD0636  USGS QUAD   -  FORT WAYNE WEST (1981)
 MD0636
 MD0636                         *CURRENT SURVEY CONTROL
 MD0636  ___________________________________________________________________
 MD0636* NAD 83(1986)-  41 04 56.     (N)    085 08 20.     (W)     SCALED    
 MD0636* NAVD 88     -       233.492  (meters)     766.05   (feet)  ADJUSTED  
 MD0636  ___________________________________________________________________
 MD0636  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MD0636  DYNAMIC HT  -         233.400 (meters)     765.75  (feet)  COMP
 MD0636  MODELED GRAV-     980,224.1   (mgal)                       NAVD 88
 MD0636
 MD0636  VERT ORDER  -  FIRST     CLASS I
 MD0636
 MD0636.The horizontal coordinates were scaled from a topographic map and have
 MD0636.an estimated accuracy of +/- 6 seconds.
 MD0636
 MD0636.The orthometric height was determined by differential leveling
 MD0636.and adjusted by the National Geodetic Survey in June 1991..
 MD0636
 MD0636.The geoid height was determined by GEOID03.
 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.      144,350.      MT  (+/- 180 meters Scaled)
 MD0636
 MD0636                          SUPERSEDED SURVEY CONTROL
 MD0636
 MD0636  NGVD 29 (01/19/93)  233.651  (m)          766.57   (f) ADJUSTED    1 1
 MD0636
 MD0636.Superseded values are not recommended for survey control.
 MD0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0636.See file dsdata.txt to determine how the superseded data were derived.
 MD0636
 MD0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL563495(NAD 83)
 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             NGS
 MD0636  HISTORY     - 19921011 GOOD             NGS
 MD0636  HISTORY     - 20060729 GOOD             USPSQD
 MD0636
 MD0636                          STATION DESCRIPTION
 MD0636
 MD0636'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0574 ***********************************************************************
 ME0574  DESIGNATION -  E 150
 ME0574  PID         -  ME0574
 ME0574  STATE/COUNTY-  IN/PORTER
 ME0574  USGS QUAD   -  WANATAH (1972)
 ME0574
 ME0574                         *CURRENT SURVEY CONTROL
 ME0574  ___________________________________________________________________
 ME0574* NAD 83(1986)-  41 26 07.     (N)    086 56 22.     (W)     SCALED    
 ME0574* NAVD 88     -       221.679  (meters)     727.29   (feet)  ADJUSTED  
 ME0574  ___________________________________________________________________
 ME0574  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 ME0574  DYNAMIC HT  -         221.589 (meters)     727.00  (feet)  COMP
 ME0574  MODELED GRAV-     980,212.5   (mgal)                       NAVD 88
 ME0574
 ME0574  VERT ORDER  -  FIRST     CLASS I
 ME0574
 ME0574.The horizontal coordinates were scaled from a topographic map and have
 ME0574.an estimated accuracy of +/- 6 seconds.
 ME0574
 ME0574.The orthometric height was determined by differential leveling
 ME0574.and adjusted by the National Geodetic Survey in June 1991..
 ME0574
 ME0574.The geoid height was determined by GEOID03.
 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     -   686,910.      912,030.      MT  (+/- 180 meters Scaled)
 ME0574
 ME0574                          SUPERSEDED SURVEY CONTROL
 ME0574
 ME0574  NGVD 29 (01/19/93)  221.775  (m)          727.61   (f) ADJUSTED    1 1
 ME0574
 ME0574.Superseded values are not recommended for survey control.
 ME0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0574.See file dsdata.txt to determine how the superseded data were derived.
 ME0574
 ME0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL050870(NAD 83)
 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 SUITABLE FOR
 ME0574+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1992
 ME0574
 ME0574  HISTORY     - Date     Condition        Report By
 ME0574  HISTORY     - 1946     MONUMENTED       CGS
 ME0574  HISTORY     - 1968     GOOD             NGS
 ME0574  HISTORY     - 1978     GOOD             LOCSUR
 ME0574  HISTORY     - 19920907 GOOD             NGS
 ME0574
 ME0574                          STATION DESCRIPTION
 ME0574
 ME0574'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0896 ***********************************************************************
 ME0896  DESIGNATION -  E 152
 ME0896  PID         -  ME0896
 ME0896  STATE/COUNTY-  IN/LA PORTE
 ME0896  USGS QUAD   -  WESTVILLE (1977)
 ME0896
 ME0896                         *CURRENT SURVEY CONTROL
 ME0896  ___________________________________________________________________
 ME0896* NAD 83(1986)-  41 32 21.     (N)    086 54 33.     (W)     SCALED    
 ME0896* NAVD 88     -       235.755  (meters)     773.47   (feet)  ADJUSTED  
 ME0896  ___________________________________________________________________
 ME0896  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME0896  DYNAMIC HT  -         235.663 (meters)     773.17  (feet)  COMP
 ME0896  MODELED GRAV-     980,226.4   (mgal)                       NAVD 88
 ME0896
 ME0896  VERT ORDER  -  SECOND    CLASS 0
 ME0896
 ME0896.The horizontal coordinates were scaled from a topographic map and have
 ME0896.an estimated accuracy of +/- 6 seconds.
 ME0896
 ME0896.The orthometric height was determined by differential leveling
 ME0896.and adjusted by the National Geodetic Survey in June 1991..
 ME0896
 ME0896.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0896.See file dsdata.txt to determine how the superseded data were derived.
 ME0896
 ME0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL075986(NAD 83)
 ME0896_MARKER: DB = BENCH MARK DISK
 ME0896_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0896_SP_SET: CULVERT
 ME0896_STAMPING: E 152 1946
 ME0896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0896
 ME0896  HISTORY     - Date     Condition        Report By
 ME0896  HISTORY     - 1946     MONUMENTED       CGS
 ME0896  HISTORY     - 1978     GOOD             LOCENG
 ME0896  HISTORY     - 1988     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0783 ***********************************************************************
 ME0783  DESIGNATION -  E 153
 ME0783  PID         -  ME0783
 ME0783  STATE/COUNTY-  IN/LA PORTE
 ME0783  USGS QUAD   -  LA PORTE EAST (1991)
 ME0783
 ME0783                         *CURRENT SURVEY CONTROL
 ME0783  ___________________________________________________________________
 ME0783* NAD 83(1986)-  41 34 31.     (N)    086 43 48.     (W)     SCALED    
 ME0783* NAVD 88     -       245.633  (meters)     805.88   (feet)  ADJUSTED  
 ME0783  ___________________________________________________________________
 ME0783  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0783  DYNAMIC HT  -         245.537 (meters)     805.57  (feet)  COMP
 ME0783  MODELED GRAV-     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 topographic map and have
 ME0783.an estimated accuracy of +/- 6 seconds.
 ME0783
 ME0783.The orthometric height was determined by differential leveling
 ME0783.and adjusted by the National Geodetic Survey in June 1991..
 ME0783
 ME0783.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0783.See file dsdata.txt to determine how the superseded data were derived.
 ME0783
 ME0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM225026(NAD 83)
 ME0783_MARKER: DB = BENCH MARK DISK
 ME0783_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0783_SP_SET: BUILDING
 ME0783_STAMPING: E 153 1946
 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 = OCTOBER  6, 2006
 ME0793 ***********************************************************************
 ME0793  DESIGNATION -  E 154
 ME0793  PID         -  ME0793
 ME0793  STATE/COUNTY-  IN/LA PORTE
 ME0793  USGS QUAD   -  LA PORTE EAST (1991)
 ME0793
 ME0793                         *CURRENT SURVEY CONTROL
 ME0793  ___________________________________________________________________
 ME0793* NAD 83(1986)-  41 30 08.     (N)    086 38 26.     (W)     SCALED    
 ME0793* NAVD 88     -       220.814  (meters)     724.45   (feet)  ADJUSTED  
 ME0793  ___________________________________________________________________
 ME0793  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0793  DYNAMIC HT  -         220.726 (meters)     724.17  (feet)  COMP
 ME0793  MODELED GRAV-     980,223.2   (mgal)                       NAVD 88
 ME0793
 ME0793  VERT ORDER  -  SECOND    CLASS 0
 ME0793
 ME0793.The horizontal coordinates were scaled from a topographic map and have
 ME0793.an estimated accuracy of +/- 6 seconds.
 ME0793
 ME0793.The orthometric height was determined by differential leveling
 ME0793.and adjusted by the National Geodetic Survey in June 1991..
 ME0793
 ME0793.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0793.See file dsdata.txt to determine how the superseded data were derived.
 ME0793
 ME0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL299945(NAD 83)
 ME0793_MARKER: DB = BENCH MARK DISK
 ME0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0793_STAMPING: E 154 1946
 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 = OCTOBER  6, 2006
 ME0911 ***********************************************************************
 ME0911  DESIGNATION -  E 155
 ME0911  PID         -  ME0911
 ME0911  STATE/COUNTY-  IN/LA PORTE
 ME0911  USGS QUAD   -  NEW CARLISLE (1980)
 ME0911
 ME0911                         *CURRENT SURVEY CONTROL
 ME0911  ___________________________________________________________________
 ME0911* NAD 83(1986)-  41 42 29.     (N)    086 31 30.     (W)     SCALED    
 ME0911* NAVD 88     -       241.175  (meters)     791.25   (feet)  ADJUSTED  
 ME0911  ___________________________________________________________________
 ME0911  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 ME0911  DYNAMIC HT  -         241.083 (meters)     790.95  (feet)  COMP
 ME0911  MODELED GRAV-     980,236.6   (mgal)                       NAVD 88
 ME0911
 ME0911  VERT ORDER  -  SECOND    CLASS 0
 ME0911
 ME0911.The horizontal coordinates were scaled from a topographic map and have
 ME0911.an estimated accuracy of +/- 6 seconds.
 ME0911
 ME0911.The orthometric height was determined by differential leveling
 ME0911.and adjusted by the National Geodetic Survey in June 1991..
 ME0911
 ME0911.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0911.See file dsdata.txt to determine how the superseded data were derived.
 ME0911
 ME0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM395174(NAD 83)
 ME0911_MARKER: DB = BENCH MARK DISK
 ME0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0911_STAMPING: E 155 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1388 ***********************************************************************
 ME1388  DESIGNATION -  E 156
 ME1388  PID         -  ME1388
 ME1388  STATE/COUNTY-  IN/JASPER
 ME1388  USGS QUAD   -  WHEATFIELD (1992)
 ME1388
 ME1388                         *CURRENT SURVEY CONTROL
 ME1388  ___________________________________________________________________
 ME1388* NAD 83(1986)-  41 10 21.     (N)    087 02 42.     (W)     SCALED    
 ME1388* NAVD 88     -       206.645  (meters)     677.97   (feet)  ADJUSTED  
 ME1388  ___________________________________________________________________
 ME1388  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 ME1388  DYNAMIC HT  -         206.557 (meters)     677.68  (feet)  COMP
 ME1388  MODELED GRAV-     980,193.1   (mgal)                       NAVD 88
 ME1388
 ME1388  VERT ORDER  -  SECOND    CLASS 0
 ME1388
 ME1388.The horizontal coordinates were scaled from a topographic map and have
 ME1388.an estimated accuracy of +/- 6 seconds.
 ME1388
 ME1388.The orthometric height was determined by differential leveling
 ME1388.and adjusted by the National Geodetic Survey in June 1991..
 ME1388
 ME1388.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1388.See file dsdata.txt to determine how the superseded data were derived.
 ME1388
 ME1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL962579(NAD 83)
 ME1388_MARKER: DB = BENCH MARK DISK
 ME1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1388_STAMPING: E 156 1946
 ME1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1388+STABILITY: SURFACE MOTION
 ME1388
 ME1388  HISTORY     - Date     Condition        Report By
 ME1388  HISTORY     - 1946     MONUMENTED       CGS
 ME1388  HISTORY     - 1968     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1968
 ME1388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1386 ***********************************************************************
 ME1386  DESIGNATION -  E 157
 ME1386  PID         -  ME1386
 ME1386  STATE/COUNTY-  IN/JASPER
 ME1386  USGS QUAD   -  PARR (1980)
 ME1386
 ME1386                         *CURRENT SURVEY CONTROL
 ME1386  ___________________________________________________________________
 ME1386* NAD 83(1986)-  41 02 30.     (N)    087 10 48.     (W)     SCALED    
 ME1386* NAVD 88     -       209.184  (meters)     686.30   (feet)  ADJUSTED  
 ME1386  ___________________________________________________________________
 ME1386  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME1386  DYNAMIC HT  -         209.094 (meters)     686.00  (feet)  COMP
 ME1386  MODELED GRAV-     980,189.6   (mgal)                       NAVD 88
 ME1386
 ME1386  VERT ORDER  -  SECOND    CLASS 0
 ME1386
 ME1386.The horizontal coordinates were scaled from a topographic map and have
 ME1386.an estimated accuracy of +/- 6 seconds.
 ME1386
 ME1386.The orthometric height was determined by differential leveling
 ME1386.and adjusted by the National Geodetic Survey in June 1991..
 ME1386
 ME1386.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1386.See file dsdata.txt to determine how the superseded data were derived.
 ME1386
 ME1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL848433(NAD 83)
 ME1386_MARKER: DB = BENCH MARK DISK
 ME1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1386_STAMPING: E 157 1946
 ME1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1386+STABILITY: SURFACE MOTION
 ME1386
 ME1386  HISTORY     - Date     Condition        Report By
 ME1386  HISTORY     - 1946     MONUMENTED       CGS
 ME1386  HISTORY     - 1968     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1968
 ME1386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1190 ***********************************************************************
 MD1190  DESIGNATION -  E 159
 MD1190  PID         -  MD1190
 MD1190  STATE/COUNTY-  IN/NOBLE
 MD1190  USGS QUAD   -  LIGONIER (1979)
 MD1190
 MD1190                         *CURRENT SURVEY CONTROL
 MD1190  ___________________________________________________________________
 MD1190* NAD 83(1997)-  41 27 13.07645(N)    085 35 13.23358(W)     ADJUSTED  
 MD1190* NAVD 88     -       283.135  (meters)     928.92   (feet)  ADJUSTED  
 MD1190  ___________________________________________________________________
 MD1190  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 MD1190  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 MD1190  DYNAMIC HT  -         283.019 (meters)     928.54  (feet)  COMP
 MD1190  MODELED GRAV-     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
 MD1190.and adjusted by the National Geodetic Survey in June 1991..
 MD1190
 MD1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1190
 MD1190.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996082  x   0.99996721  =   0.99992803
 MD1190!UTM  16      -   0.99996082  x   0.99977141  =   0.99973224
 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
 MD1190.Superseded values are not recommended for survey control.
 MD1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1190.See file dsdata.txt to determine how the superseded data were derived.
 MD1190
 MD1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1801890080(NAD 83)
 MD1190_MARKER: DB = BENCH MARK DISK
 MD1190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1190_SP_SET: BUILDING
 MD1190_STAMPING: E 159 1946
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 LB1227 ***********************************************************************
 LB1227  DESIGNATION -  E 16
 LB1227  PID         -  LB1227
 LB1227  STATE/COUNTY-  IN/BENTON
 LB1227  USGS QUAD   -  BOSWELL (1980)
 LB1227
 LB1227                         *CURRENT SURVEY CONTROL
 LB1227  ___________________________________________________________________
 LB1227* NAD 83(1986)-  40 32 06.     (N)    087 28 01.     (W)     SCALED    
 LB1227* NAVD 88     -       233.003  (meters)     764.44   (feet)  ADJUSTED  
 LB1227  ___________________________________________________________________
 LB1227  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 LB1227  DYNAMIC HT  -         232.890 (meters)     764.07  (feet)  COMP
 LB1227  MODELED GRAV-     980,133.3   (mgal)                       NAVD 88
 LB1227
 LB1227  VERT ORDER  -  FIRST     CLASS II
 LB1227
 LB1227.The horizontal coordinates were scaled from a topographic map and have
 LB1227.an estimated accuracy of +/- 6 seconds.
 LB1227
 LB1227.The orthometric height was determined by differential leveling
 LB1227.and adjusted by the National Geodetic Survey in June 1991..
 LB1227
 LB1227.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1227.See file dsdata.txt to determine how the superseded data were derived.
 LB1227
 LB1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK604872(NAD 83)
 LB1227_MARKER: DB = BENCH MARK DISK
 LB1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1227_STAMPING: E 16 1934
 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 = OCTOBER  6, 2006
 MD1166 ***********************************************************************
 MD1166  DESIGNATION -  E 161
 MD1166  PID         -  MD1166
 MD1166  STATE/COUNTY-  IN/NOBLE
 MD1166  USGS QUAD   -  ORMAS (1965)
 MD1166
 MD1166                         *CURRENT SURVEY CONTROL
 MD1166  ___________________________________________________________________
 MD1166* NAD 83(1986)-  41 21 07.     (N)    085 32 44.     (W)     SCALED    
 MD1166* NAVD 88     -       287.175  (meters)     942.17   (feet)  ADJUSTED  
 MD1166  ___________________________________________________________________
 MD1166  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 MD1166  DYNAMIC HT  -         287.056 (meters)     941.78  (feet)  COMP
 MD1166  MODELED GRAV-     980,201.2   (mgal)                       NAVD 88
 MD1166
 MD1166  VERT ORDER  -  SECOND    CLASS 0
 MD1166
 MD1166.The horizontal coordinates were scaled from a topographic map and have
 MD1166.an estimated accuracy of +/- 6 seconds.
 MD1166
 MD1166.The orthometric height was determined by differential leveling
 MD1166.and adjusted by the National Geodetic Survey in June 1991..
 MD1166
 MD1166.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1166.See file dsdata.txt to determine how the superseded data were derived.
 MD1166
 MD1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL216788(NAD 83)
 MD1166_MARKER: DB = BENCH MARK DISK
 MD1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1166_STAMPING: E 161 1946
 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             NGS
 MD1166
 MD1166                          STATION DESCRIPTION
 MD1166
 MD1166'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1078 ***********************************************************************
 MD1078  DESIGNATION -  E 162
 MD1078  PID         -  MD1078
 MD1078  STATE/COUNTY-  IN/NOBLE
 MD1078  USGS QUAD   -  LIGONIER (1979)
 MD1078
 MD1078                         *CURRENT SURVEY CONTROL
 MD1078  ___________________________________________________________________
 MD1078* NAD 83(1986)-  41 27 35.     (N)    085 30 00.     (W)     SCALED    
 MD1078* NAVD 88     -       272.390  (meters)     893.67   (feet)  ADJUSTED  
 MD1078  ___________________________________________________________________
 MD1078  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 MD1078  DYNAMIC HT  -         272.277 (meters)     893.30  (feet)  COMP
 MD1078  MODELED GRAV-     980,202.1   (mgal)                       NAVD 88
 MD1078
 MD1078  VERT ORDER  -  SECOND    CLASS 0
 MD1078
 MD1078.The horizontal coordinates were scaled from a topographic map and have
 MD1078.an estimated accuracy of +/- 6 seconds.
 MD1078
 MD1078.The orthometric height was determined by differential leveling
 MD1078.and adjusted by the National Geodetic Survey in June 1991..
 MD1078
 MD1078.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1078.See file dsdata.txt to determine how the superseded data were derived.
 MD1078
 MD1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL252908(NAD 83)
 MD1078_MARKER: DB = BENCH MARK DISK
 MD1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1078_STAMPING: E 162 1946
 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             NGS
 MD1078
 MD1078                          STATION DESCRIPTION
 MD1078
 MD1078'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0853 ***********************************************************************
 MD0853  DESIGNATION -  E 163
 MD0853  PID         -  MD0853
 MD0853  STATE/COUNTY-  IN/NOBLE
 MD0853  USGS QUAD   -  GARRETT (1973)
 MD0853
 MD0853                         *CURRENT SURVEY CONTROL
 MD0853  ___________________________________________________________________
 MD0853* NAD 83(1986)-  41 21 22.     (N)    085 14 08.     (W)     SCALED    
 MD0853* NAVD 88     -       283.996  (meters)     931.74   (feet)  ADJUSTED  
 MD0853  ___________________________________________________________________
 MD0853  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MD0853  DYNAMIC HT  -         283.883 (meters)     931.37  (feet)  COMP
 MD0853  MODELED GRAV-     980,216.3   (mgal)                       NAVD 88
 MD0853
 MD0853  VERT ORDER  -  SECOND    CLASS 0
 MD0853
 MD0853.The horizontal coordinates were scaled from a topographic map and have
 MD0853.an estimated accuracy of +/- 6 seconds.
 MD0853
 MD0853.The orthometric height was determined by differential leveling
 MD0853.and adjusted by the National Geodetic Survey in June 1991..
 MD0853
 MD0853.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0853.See file dsdata.txt to determine how the superseded data were derived.
 MD0853
 MD0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL475797(NAD 83)
 MD0853_MARKER: DB = BENCH MARK DISK
 MD0853_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0853_SP_SET: ABUTMENT
 MD0853_STAMPING: E 163 1946
 MD0853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0853
 MD0853  HISTORY     - Date     Condition        Report By
 MD0853  HISTORY     - 1946     MONUMENTED       CGS
 MD0853  HISTORY     - 1962     GOOD             NGS
 MD0853
 MD0853                          STATION DESCRIPTION
 MD0853
 MD0853'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1226 ***********************************************************************
 MD1226  DESIGNATION -  E 164
 MD1226  PID         -  MD1226
 MD1226  STATE/COUNTY-  IN/KOSCIUSKO
 MD1226  USGS QUAD   -  NORTH WEBSTER (1994)
 MD1226
 MD1226                         *CURRENT SURVEY CONTROL
 MD1226  ___________________________________________________________________
 MD1226* NAD 83(1986)-  41 17 40.     (N)    085 39 59.     (W)     SCALED    
 MD1226* NAVD 88     -       271.058  (meters)     889.30   (feet)  ADJUSTED  
 MD1226  ___________________________________________________________________
 MD1226  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 MD1226  DYNAMIC HT  -         270.945 (meters)     888.93  (feet)  COMP
 MD1226  MODELED GRAV-     980,200.0   (mgal)                       NAVD 88
 MD1226
 MD1226  VERT ORDER  -  SECOND    CLASS 0
 MD1226
 MD1226.The horizontal coordinates were scaled from a topographic map and have
 MD1226.an estimated accuracy of +/- 6 seconds.
 MD1226
 MD1226.The orthometric height was determined by differential leveling
 MD1226.and adjusted by the National Geodetic Survey in June 1991..
 MD1226
 MD1226.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1226.See file dsdata.txt to determine how the superseded data were derived.
 MD1226
 MD1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL116723(NAD 83)
 MD1226_MARKER: DB = BENCH MARK DISK
 MD1226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1226_SP_SET: FENCE POST
 MD1226_STAMPING: E 164 1946
 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 = OCTOBER  6, 2006
 ME0024 ***********************************************************************
 ME0024  DESIGNATION -  E 167
 ME0024  PID         -  ME0024
 ME0024  STATE/COUNTY-  IN/ST JOSEPH
 ME0024  USGS QUAD   -  LAKEVILLE (1980)
 ME0024
 ME0024                         *CURRENT SURVEY CONTROL
 ME0024  ___________________________________________________________________
 ME0024* NAD 83(1986)-  41 30 27.     (N)    086 17 24.     (W)     SCALED    
 ME0024* NAVD 88     -       265.525  (meters)     871.14   (feet)  ADJUSTED  
 ME0024  ___________________________________________________________________
 ME0024  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0024  DYNAMIC HT  -         265.416 (meters)     870.79  (feet)  COMP
 ME0024  MODELED GRAV-     980,205.8   (mgal)                       NAVD 88
 ME0024
 ME0024  VERT ORDER  -  SECOND    CLASS 0
 ME0024
 ME0024.The horizontal coordinates were scaled from a topographic map and have
 ME0024.an estimated accuracy of +/- 6 seconds.
 ME0024
 ME0024.The orthometric height was determined by differential leveling
 ME0024.and adjusted by the National Geodetic Survey in June 1991..
 ME0024
 ME0024.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0024.See file dsdata.txt to determine how the superseded data were derived.
 ME0024
 ME0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL592953(NAD 83)
 ME0024_MARKER: DB = BENCH MARK DISK
 ME0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0024_STAMPING: E 167 1946
 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 = OCTOBER  6, 2006
 ME0025 ***********************************************************************
 ME0025  DESIGNATION -  E 167 RESET
 ME0025  PID         -  ME0025
 ME0025  STATE/COUNTY-  IN/ST JOSEPH
 ME0025  USGS QUAD   -  LAKEVILLE (1980)
 ME0025
 ME0025                         *CURRENT SURVEY CONTROL
 ME0025  ___________________________________________________________________
 ME0025* NAD 83(1986)-  41 30 27.     (N)    086 17 23.     (W)     SCALED    
 ME0025* NAVD 88     -       265.59   (meters)     871.4    (feet)  RESET     
 ME0025  ___________________________________________________________________
 ME0025  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0025
 ME0025  VERT ORDER  -  THIRD
 ME0025
 ME0025.The horizontal coordinates were scaled from a topographic map and have
 ME0025.an estimated accuracy of +/- 6 seconds.
 ME0025
 ME0025.The orthometric height was computed from unverified reset data.
 ME0025
 ME0025.The geoid height was determined by GEOID03.
 ME0025
 ME0025;                    North         East    Units  Estimated Accuracy
 ME0025;SPC IN E     -   695,110.       47,990.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0025.See file dsdata.txt to determine how the superseded data were derived.
 ME0025
 ME0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL592953(NAD 83)
 ME0025_MARKER: DB = BENCH MARK DISK
 ME0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0025_STAMPING: E 167 RESET
 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     - 1946     GOOD             NGS
 ME0025  HISTORY     - 1990     GOOD             USPSQD
 ME0025
 ME0025                          STATION DESCRIPTION
 ME0025
 ME0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 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 = OCTOBER  6, 2006
 ME2085 ***********************************************************************
 ME2085  DESIGNATION -  E 168 RESET 1977
 ME2085  PID         -  ME2085
 ME2085  STATE/COUNTY-  IN/ST JOSEPH
 ME2085  USGS QUAD   -  WAKARUSA (1994)
 ME2085
 ME2085                         *CURRENT SURVEY CONTROL
 ME2085  ___________________________________________________________________
 ME2085* NAD 83(1986)-  41 35 37.     (N)    086 07 06.     (W)     SCALED    
 ME2085* NAVD 88     -       255.92   (+/-2cm)     839.6    (feet)  VERTCON   
 ME2085  ___________________________________________________________________
 ME2085  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 ME2085
 ME2085  VERT ORDER  -  THIRD (See Below)
 ME2085
 ME2085.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2085
 ME2085.The geoid height was determined by GEOID03.
 ME2085
 ME2085;                    North         East    Units  Estimated Accuracy
 ME2085;SPC IN E     -   704,580.       62,340.      MT  (+/- 180 meters Scaled)
 ME2085
 ME2085                          SUPERSEDED SURVEY CONTROL
 ME2085
 ME2085  NGVD 29 (04/16/04)  256.03   (m)          840.0    (f) RESET       3  
 ME2085
 ME2085.Superseded values are not recommended for survey control.
 ME2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2085.See file dsdata.txt to determine how the superseded data were derived.
 ME2085
 ME2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM734050(NAD 83)
 ME2085_MARKER: DB = BENCH MARK DISK
 ME2085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2085_STAMPING: E 168 RESET 1977
 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 = OCTOBER  6, 2006
 ME0154 ***********************************************************************
 ME0154  DESIGNATION -  E 169
 ME0154  PID         -  ME0154
 ME0154  STATE/COUNTY-  IN/MARSHALL
 ME0154  USGS QUAD   -  BOURBON (1994)
 ME0154
 ME0154                         *CURRENT SURVEY CONTROL
 ME0154  ___________________________________________________________________
 ME0154* NAD 83(1986)-  41 20 41.     (N)    086 07 00.     (W)     SCALED    
 ME0154* NAVD 88     -       250.763  (meters)     822.71   (feet)  ADJUSTED  
 ME0154  ___________________________________________________________________
 ME0154  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 ME0154  DYNAMIC HT  -         250.659 (meters)     822.37  (feet)  COMP
 ME0154  MODELED GRAV-     980,202.9   (mgal)                       NAVD 88
 ME0154
 ME0154  VERT ORDER  -  SECOND    CLASS 0
 ME0154
 ME0154.The horizontal coordinates were scaled from a topographic map and have
 ME0154.an estimated accuracy of +/- 6 seconds.
 ME0154
 ME0154.The orthometric height was determined by differential leveling
 ME0154.and adjusted by the National Geodetic Survey in June 1991..
 ME0154
 ME0154.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0154.See file dsdata.txt to determine how the superseded data were derived.
 ME0154
 ME0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL739774(NAD 83)
 ME0154_MARKER: DB = BENCH MARK DISK
 ME0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0154_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 ME0132 ***********************************************************************
 ME0132  DESIGNATION -  E 171
 ME0132  PID         -  ME0132
 ME0132  STATE/COUNTY-  IN/ELKHART
 ME0132  USGS QUAD   -  WAKARUSA (1994)
 ME0132
 ME0132                         *CURRENT SURVEY CONTROL
 ME0132  ___________________________________________________________________
 ME0132* NAD 83(1986)-  41 31 18.     (N)    086 00 03.     (W)     SCALED    
 ME0132* NAVD 88     -       265.353  (meters)     870.58   (feet)  ADJUSTED  
 ME0132  ___________________________________________________________________
 ME0132  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 ME0132  DYNAMIC HT  -         265.244 (meters)     870.22  (feet)  COMP
 ME0132  MODELED GRAV-     980,207.9   (mgal)                       NAVD 88
 ME0132
 ME0132  VERT ORDER  -  SECOND    CLASS 0
 ME0132
 ME0132.The horizontal coordinates were scaled from a topographic map and have
 ME0132.an estimated accuracy of +/- 6 seconds.
 ME0132
 ME0132.The orthometric height was determined by differential leveling
 ME0132.and adjusted by the National Geodetic Survey in June 1991..
 ME0132
 ME0132.The geoid height was determined by GEOID03.
 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     -   696,550.       72,110.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0132.See file dsdata.txt to determine how the superseded data were derived.
 ME0132
 ME0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL833971(NAD 83)
 ME0132_MARKER: DB = BENCH MARK DISK
 ME0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0132_STAMPING: E-171 1946
 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             NGS
 ME0132  HISTORY     - 1971     POOR             NGS
 ME0132  HISTORY     - 19950914 POOR             USPSQD
 ME0132
 ME0132                          STATION DESCRIPTION
 ME0132
 ME0132'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1838 ***********************************************************************
 LA1838  CBN         -  This is a Cooperative Base Network Control Station.
 LA1838  DESIGNATION -  E 173
 LA1838  PID         -  LA1838
 LA1838  STATE/COUNTY-  IN/WABASH
 LA1838  USGS QUAD   -  SOMERSET (1994)
 LA1838
 LA1838                         *CURRENT SURVEY CONTROL
 LA1838  ___________________________________________________________________
 LA1838* NAD 83(1997)-  40 42 33.39312(N)    085 49 40.14299(W)     ADJUSTED  
 LA1838* NAVD 88     -       245.804  (meters)     806.44   (feet)  ADJUSTED  
 LA1838  ___________________________________________________________________
 LA1838  X           -     352,265.373 (meters)                     COMP
 LA1838  Y           -  -4,829,039.101 (meters)                     COMP
 LA1838  Z           -   4,138,141.544 (meters)                     COMP
 LA1838  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 LA1838  ELLIP HEIGHT-         211.51  (meters)          (04/10/98) GPS OBS
 LA1838  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 LA1838  DYNAMIC HT  -         245.683 (meters)     806.04  (feet)  COMP
 LA1838  MODELED GRAV-     980,130.1   (mgal)                       NAVD 88
 LA1838
 LA1838  HORZ ORDER  -  B
 LA1838  VERT ORDER  -  SECOND    CLASS 0
 LA1838  ELLP ORDER  -  FOURTH    CLASS I
 LA1838
 LA1838.The horizontal coordinates were established by GPS observations
 LA1838.and adjusted by the National Geodetic Survey in April 1998..
 LA1838
 LA1838.The orthometric height was determined by differential leveling
 LA1838.and adjusted by the National Geodetic Survey in June 1991..
 LA1838
 LA1838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA1838
 LA1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA1838
 LA1838.The ellipsoidal height was determined by GPS observations
 LA1838.and is referenced to NAD 83.
 LA1838
 LA1838.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 LA1838;SPC IN E     -   606,286.528    86,382.596   MT  0.99996895   -0 06 18.4
 LA1838;SPC IN E     - 1,989,125.05    283,406.90   sFT  0.99996895   -0 06 18.4
 LA1838;UTM  16      - 4,507,145.393   599,015.280   MT  0.99972067   +0 45 52.5
 LA1838
 LA1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1838!SPC IN E     -   0.99996682  x   0.99996895  =   0.99993577
 LA1838!UTM  16      -   0.99996682  x   0.99972067  =   0.99968750
 LA1838
 LA1838                          SUPERSEDED SURVEY CONTROL
 LA1838
 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 (04/10/98)  245.80   (m)          806.4    (f) LEVELING    3  
 LA1838  NGVD 29 (??/??/92)  245.930  (m)          806.86   (f) ADJ UNCH    2 0
 LA1838
 LA1838.Superseded values are not recommended for survey control.
 LA1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1838.See file dsdata.txt to determine how the superseded data were derived.
 LA1838
 LA1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9901507145(NAD 83)
 LA1838_MARKER: DB = BENCH MARK DISK
 LA1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1838_SP_SET: CONCRETE POST
 LA1838_STAMPING: E 173 1946
 LA1838_MARK LOGO: CGS   
 LA1838_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - August 08, 1997
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1626 ***********************************************************************
 LA1626  DESIGNATION -  E 174
 LA1626  PID         -  LA1626
 LA1626  STATE/COUNTY-  IN/WABASH
 LA1626  USGS QUAD   -  SOMERSET (1994)
 LA1626
 LA1626                         *CURRENT SURVEY CONTROL
 LA1626  ___________________________________________________________________
 LA1626* NAD 83(1986)-  40 41 58.     (N)    085 45 12.     (W)     SCALED    
 LA1626* NAVD 88     -       248.397  (meters)     814.95   (feet)  ADJUSTED  
 LA1626  ___________________________________________________________________
 LA1626  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 LA1626  DYNAMIC HT  -         248.275 (meters)     814.55  (feet)  COMP
 LA1626  MODELED GRAV-     980,128.7   (mgal)                       NAVD 88
 LA1626
 LA1626  VERT ORDER  -  FIRST     CLASS II
 LA1626
 LA1626.The horizontal coordinates were scaled from a topographic map and have
 LA1626.an estimated accuracy of +/- 6 seconds.
 LA1626
 LA1626.The orthometric height was determined by differential leveling
 LA1626.and adjusted by the National Geodetic Survey in June 1991..
 LA1626
 LA1626.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1626.See file dsdata.txt to determine how the superseded data were derived.
 LA1626
 LA1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL053061(NAD 83)
 LA1626_MARKER: DB = BENCH MARK DISK
 LA1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1626_STAMPING: E 174 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1962
 LA1626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1780 ***********************************************************************
 LA1780  DESIGNATION -  E 175
 LA1780  PID         -  LA1780
 LA1780  STATE/COUNTY-  IN/MIAMI
 LA1780  USGS QUAD   -  PEORIA (1994)
 LA1780
 LA1780                         *CURRENT SURVEY CONTROL
 LA1780  ___________________________________________________________________
 LA1780* NAD 83(1986)-  40 43 11.     (N)    085 58 10.     (W)     SCALED    
 LA1780* NAVD 88     -       226.142  (meters)     741.93   (feet)  ADJUSTED  
 LA1780  ___________________________________________________________________
 LA1780  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 LA1780  DYNAMIC HT  -         226.032 (meters)     741.57  (feet)  COMP
 LA1780  MODELED GRAV-     980,133.9   (mgal)                       NAVD 88
 LA1780
 LA1780  VERT ORDER  -  SECOND    CLASS 0
 LA1780
 LA1780.The horizontal coordinates were scaled from a topographic map and have
 LA1780.an estimated accuracy of +/- 6 seconds.
 LA1780
 LA1780.The orthometric height was determined by differential leveling
 LA1780.and adjusted by the National Geodetic Survey in June 1991..
 LA1780
 LA1780.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1780.See file dsdata.txt to determine how the superseded data were derived.
 LA1780
 LA1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL870081(NAD 83)
 LA1780_MARKER: DB = BENCH MARK DISK
 LA1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1780_STAMPING: E 175 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1961
 LA1780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0351 ***********************************************************************
 ME0351  DESIGNATION -  E 176
 ME0351  PID         -  ME0351
 ME0351  STATE/COUNTY-  IN/MARSHALL
 ME0351  USGS QUAD   -  ARGOS (1994)
 ME0351
 ME0351                         *CURRENT SURVEY CONTROL
 ME0351  ___________________________________________________________________
 ME0351* NAD 83(1986)-  41 10 20.     (N)    086 12 21.     (W)     SCALED    
 ME0351* NAVD 88     -       257.211  (meters)     843.87   (feet)  ADJUSTED  
 ME0351  ___________________________________________________________________
 ME0351  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ME0351  DYNAMIC HT  -         257.101 (meters)     843.51  (feet)  COMP
 ME0351  MODELED GRAV-     980,190.0   (mgal)                       NAVD 88
 ME0351
 ME0351  VERT ORDER  -  SECOND    CLASS 0
 ME0351
 ME0351.The horizontal coordinates were scaled from a topographic map and have
 ME0351.an estimated accuracy of +/- 6 seconds.
 ME0351
 ME0351.The orthometric height was determined by differential leveling
 ME0351.and adjusted by the National Geodetic Survey in June 1991..
 ME0351
 ME0351.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0351.See file dsdata.txt to determine how the superseded data were derived.
 ME0351
 ME0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL666581(NAD 83)
 ME0351_MARKER: DB = BENCH MARK DISK
 ME0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0351_STAMPING: E 176 1946
 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 = OCTOBER  6, 2006
 ME0352 ***********************************************************************
 ME0352  DESIGNATION -  E 176 RESET 1957
 ME0352  PID         -  ME0352
 ME0352  STATE/COUNTY-  IN/MARSHALL
 ME0352  USGS QUAD   -  ARGOS (1994)
 ME0352
 ME0352                         *CURRENT SURVEY CONTROL
 ME0352  ___________________________________________________________________
 ME0352* NAD 83(1986)-  41 10 20.     (N)    086 12 21.     (W)     SCALED    
 ME0352* NAVD 88     -       256.92   (meters)     842.9    (feet)  RESET     
 ME0352  ___________________________________________________________________
 ME0352  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ME0352
 ME0352  VERT ORDER  -  THIRD
 ME0352
 ME0352.The horizontal coordinates were scaled from a topographic map and have
 ME0352.an estimated accuracy of +/- 6 seconds.
 ME0352
 ME0352.The orthometric height was computed from unverified reset data.
 ME0352
 ME0352.The geoid height was determined by GEOID03.
 ME0352
 ME0352;                    North         East    Units  Estimated Accuracy
 ME0352;SPC IN E     -   657,820.       54,760.      MT  (+/- 180 meters Scaled)
 ME0352
 ME0352                          SUPERSEDED SURVEY CONTROL
 ME0352
 ME0352.No superseded survey control is available for this station.
 ME0352
 ME0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL666581(NAD 83)
 ME0352_MARKER: DB = BENCH MARK DISK
 ME0352_SETTING: 0 = UNSPECIFIED SETTING
 ME0352_STAMPING: E 176 RESET 1957
 ME0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0352
 ME0352  HISTORY     - Date     Condition        Report By
 ME0352  HISTORY     - 1957     MONUMENTED       INHD
 ME0352  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0448 ***********************************************************************
 ME0448  DESIGNATION -  E 177
 ME0448  PID         -  ME0448
 ME0448  STATE/COUNTY-  IN/FULTON
 ME0448  USGS QUAD   -  ROCHESTER (1992)
 ME0448
 ME0448                         *CURRENT SURVEY CONTROL
 ME0448  ___________________________________________________________________
 ME0448* NAD 83(1986)-  41 03 15.     (N)    086 09 03.     (W)     SCALED    
 ME0448* NAVD 88     -       242.275  (meters)     794.86   (feet)  ADJUSTED  
 ME0448  ___________________________________________________________________
 ME0448  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 ME0448  DYNAMIC HT  -         242.168 (meters)     794.51  (feet)  COMP
 ME0448  MODELED GRAV-     980,177.5   (mgal)                       NAVD 88
 ME0448
 ME0448  VERT ORDER  -  SECOND    CLASS 0
 ME0448
 ME0448.The horizontal coordinates were scaled from a topographic map and have
 ME0448.an estimated accuracy of +/- 6 seconds.
 ME0448
 ME0448.The orthometric height was determined by differential leveling
 ME0448.and adjusted by the National Geodetic Survey in June 1991..
 ME0448
 ME0448.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0448.See file dsdata.txt to determine how the superseded data were derived.
 ME0448
 ME0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL713451(NAD 83)
 ME0448_MARKER: DB = BENCH MARK DISK
 ME0448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0448_SP_SET: CULVERT
 ME0448_STAMPING: E 177 1946
 ME0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1691 ***********************************************************************
 LA1691  DESIGNATION -  E 178
 LA1691  PID         -  LA1691
 LA1691  STATE/COUNTY-  IN/WABASH
 LA1691  USGS QUAD   -  ROANN (1994)
 LA1691
 LA1691                         *CURRENT SURVEY CONTROL
 LA1691  ___________________________________________________________________
 LA1691* NAD 83(1986)-  40 57 09.     (N)    085 53 28.     (W)     SCALED    
 LA1691* NAVD 88     -       234.169  (meters)     768.27   (feet)  ADJUSTED  
 LA1691  ___________________________________________________________________
 LA1691  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 LA1691  DYNAMIC HT  -         234.061 (meters)     767.92  (feet)  COMP
 LA1691  MODELED GRAV-     980,158.7   (mgal)                       NAVD 88
 LA1691
 LA1691  VERT ORDER  -  SECOND    CLASS 0
 LA1691
 LA1691.The horizontal coordinates were scaled from a topographic map and have
 LA1691.an estimated accuracy of +/- 6 seconds.
 LA1691
 LA1691.The orthometric height was determined by differential leveling
 LA1691.and adjusted by the National Geodetic Survey in June 1991..
 LA1691
 LA1691.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1691.See file dsdata.txt to determine how the superseded data were derived.
 LA1691
 LA1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL933340(NAD 83)
 LA1691_MARKER: DB = BENCH MARK DISK
 LA1691_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1691_SP_SET: CULVERT
 LA1691_STAMPING: E 178 1946
 LA1691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME0455 ***********************************************************************
 ME0455  DESIGNATION -  E 179
 ME0455  PID         -  ME0455
 ME0455  STATE/COUNTY-  IN/FULTON
 ME0455  USGS QUAD   -  ROCHESTER (1992)
 ME0455
 ME0455                         *CURRENT SURVEY CONTROL
 ME0455  ___________________________________________________________________
 ME0455* NAD 83(1986)-  41 03 14.     (N)    086 14 29.     (W)     SCALED    
 ME0455* NAVD 88     -       236.542  (meters)     776.05   (feet)  ADJUSTED  
 ME0455  ___________________________________________________________________
 ME0455  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ME0455  DYNAMIC HT  -         236.440 (meters)     775.72  (feet)  COMP
 ME0455  MODELED GRAV-     980,185.2   (mgal)                       NAVD 88
 ME0455
 ME0455  VERT ORDER  -  SECOND    CLASS 0
 ME0455
 ME0455.The horizontal coordinates were scaled from a topographic map and have
 ME0455.an estimated accuracy of +/- 6 seconds.
 ME0455
 ME0455.The orthometric height was determined by differential leveling
 ME0455.and adjusted by the National Geodetic Survey in June 1991..
 ME0455
 ME0455.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0455.See file dsdata.txt to determine how the superseded data were derived.
 ME0455
 ME0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL637450(NAD 83)
 ME0455_MARKER: DB = BENCH MARK DISK
 ME0455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0455_SP_SET: CULVERT
 ME0455_STAMPING: E 179 1946
 ME0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME0925 ***********************************************************************
 ME0925  DESIGNATION -  E 18
 ME0925  PID         -  ME0925
 ME0925  STATE/COUNTY-  IN/LAKE
 ME0925  USGS QUAD   -  WHITING (1991)
 ME0925
 ME0925                         *CURRENT SURVEY CONTROL
 ME0925  ___________________________________________________________________
 ME0925* NAD 83(1986)-  41 37 49.     (N)    087 27 36.     (W)     SCALED    
 ME0925* NAVD 88     -       179.610  (meters)     589.27   (feet)  ADJUSTED  
 ME0925  ___________________________________________________________________
 ME0925  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 ME0925  DYNAMIC HT  -         179.545 (meters)     589.06  (feet)  COMP
 ME0925  MODELED GRAV-     980,255.9   (mgal)                       NAVD 88
 ME0925
 ME0925  VERT ORDER  -  FIRST     CLASS II
 ME0925
 ME0925.The horizontal coordinates were scaled from a topographic map and have
 ME0925.an estimated accuracy of +/- 6 seconds.
 ME0925
 ME0925.The orthometric height was determined by differential leveling
 ME0925.and adjusted by the National Geodetic Survey in June 1991..
 ME0925
 ME0925.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0925.See file dsdata.txt to determine how the superseded data were derived.
 ME0925
 ME0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM616088(NAD 83)
 ME0925_MARKER: DB = BENCH MARK DISK
 ME0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0925_STAMPING: E 18 1934
 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   NGS
 ME0925
 ME0925                          STATION DESCRIPTION
 ME0925
 ME0925'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1682 ***********************************************************************
 LA1682  DESIGNATION -  E 180
 LA1682  PID         -  LA1682
 LA1682  STATE/COUNTY-  IN/WABASH
 LA1682  USGS QUAD   -  ROANN (1994)
 LA1682
 LA1682                         *CURRENT SURVEY CONTROL
 LA1682  ___________________________________________________________________
 LA1682* NAD 83(1986)-  40 54 48.     (N)    085 54 28.     (W)     SCALED    
 LA1682* NAVD 88     -       234.114  (meters)     768.09   (feet)  ADJUSTED  
 LA1682  ___________________________________________________________________
 LA1682  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 LA1682  DYNAMIC HT  -         234.005 (meters)     767.73  (feet)  COMP
 LA1682  MODELED GRAV-     980,153.6   (mgal)                       NAVD 88
 LA1682
 LA1682  VERT ORDER  -  SECOND    CLASS 0
 LA1682
 LA1682.The horizontal coordinates were scaled from a topographic map and have
 LA1682.an estimated accuracy of +/- 6 seconds.
 LA1682
 LA1682.The orthometric height was determined by differential leveling
 LA1682.and adjusted by the National Geodetic Survey in June 1991..
 LA1682
 LA1682.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1682.See file dsdata.txt to determine how the superseded data were derived.
 LA1682
 LA1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL919297(NAD 83)
 LA1682_MARKER: DB = BENCH MARK DISK
 LA1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1682_STAMPING: E 180 1946
 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 = OCTOBER  6, 2006
 LB0191 ***********************************************************************
 LB0191  DESIGNATION -  E 181
 LB0191  PID         -  LB0191
 LB0191  STATE/COUNTY-  IN/FULTON
 LB0191  USGS QUAD   -  FULTON (1960)
 LB0191
 LB0191                         *CURRENT SURVEY CONTROL
 LB0191  ___________________________________________________________________
 LB0191* NAD 83(1986)-  40 57 11.     (N)    086 18 32.     (W)     SCALED    
 LB0191* NAVD 88     -       235.870  (meters)     773.85   (feet)  ADJUSTED  
 LB0191  ___________________________________________________________________
 LB0191  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 LB0191  DYNAMIC HT  -         235.766 (meters)     773.51  (feet)  COMP
 LB0191  MODELED GRAV-     980,180.4   (mgal)                       NAVD 88
 LB0191
 LB0191  VERT ORDER  -  SECOND    CLASS 0
 LB0191
 LB0191.The horizontal coordinates were scaled from a topographic map and have
 LB0191.an estimated accuracy of +/- 6 seconds.
 LB0191
 LB0191.The orthometric height was determined by differential leveling
 LB0191.and adjusted by the National Geodetic Survey in June 1991..
 LB0191
 LB0191.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0191.See file dsdata.txt to determine how the superseded data were derived.
 LB0191
 LB0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL581337(NAD 83)
 LB0191_MARKER: DB = BENCH MARK DISK
 LB0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0191_STAMPING: E 181 1946
 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 = OCTOBER  6, 2006
 MD1027 ***********************************************************************
 MD1027  DESIGNATION -  E 182
 MD1027  PID         -  MD1027
 MD1027  STATE/COUNTY-  IN/KOSCIUSKO
 MD1027  USGS QUAD   -  NORTH MANCHESTER NORTH (1994)
 MD1027
 MD1027                         *CURRENT SURVEY CONTROL
 MD1027  ___________________________________________________________________
 MD1027* NAD 83(1986)-  41 03 46.     (N)    085 52 07.     (W)     SCALED    
 MD1027* NAVD 88     -       271.697  (meters)     891.39   (feet)  ADJUSTED  
 MD1027  ___________________________________________________________________
 MD1027  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MD1027  DYNAMIC HT  -         271.576 (meters)     891.00  (feet)  COMP
 MD1027  MODELED GRAV-     980,172.0   (mgal)                       NAVD 88
 MD1027
 MD1027  VERT ORDER  -  FIRST     CLASS II
 MD1027
 MD1027.The horizontal coordinates were scaled from a topographic map and have
 MD1027.an estimated accuracy of +/- 6 seconds.
 MD1027
 MD1027.The orthometric height was determined by differential leveling
 MD1027.and adjusted by the National Geodetic Survey in June 1991..
 MD1027
 MD1027.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1027.See file dsdata.txt to determine how the superseded data were derived.
 MD1027
 MD1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL950463(NAD 83)
 MD1027_MARKER: DB = BENCH MARK DISK
 MD1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1027_STAMPING: E 182 1946
 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 = OCTOBER  6, 2006
 LB0150 ***********************************************************************
 LB0150  DESIGNATION -  E 183
 LB0150  PID         -  LB0150
 LB0150  STATE/COUNTY-  IN/CASS
 LB0150  USGS QUAD   -  LOGANSPORT (1987)
 LB0150
 LB0150                         *CURRENT SURVEY CONTROL
 LB0150  ___________________________________________________________________
 LB0150* NAD 83(1986)-  40 52 00.     (N)    086 17 04.     (W)     SCALED    
 LB0150* NAVD 88     -       240.118  (meters)     787.79   (feet)  ADJUSTED  
 LB0150  ___________________________________________________________________
 LB0150  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 LB0150  DYNAMIC HT  -         240.008 (meters)     787.43  (feet)  COMP
 LB0150  MODELED GRAV-     980,163.1   (mgal)                       NAVD 88
 LB0150
 LB0150  VERT ORDER  -  SECOND    CLASS 0
 LB0150
 LB0150.The horizontal coordinates were scaled from a topographic map and have
 LB0150.an estimated accuracy of +/- 6 seconds.
 LB0150
 LB0150.The orthometric height was determined by differential leveling
 LB0150.and adjusted by the National Geodetic Survey in June 1991..
 LB0150
 LB0150.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0150.See file dsdata.txt to determine how the superseded data were derived.
 LB0150
 LB0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL603242(NAD 83)
 LB0150_MARKER: DB = BENCH MARK DISK
 LB0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0150_STAMPING: E 183 1946
 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 = OCTOBER  6, 2006
 ME0230 ***********************************************************************
 ME0230  DESIGNATION -  E 184
 ME0230  PID         -  ME0230
 ME0230  STATE/COUNTY-  IN/MARSHALL
 ME0230  USGS QUAD   -  BOURBON (1994)
 ME0230
 ME0230                         *CURRENT SURVEY CONTROL
 ME0230  ___________________________________________________________________
 ME0230* NAD 83(1986)-  41 17 23.     (N)    086 05 47.     (W)     SCALED    
 ME0230* NAVD 88     -       253.410  (meters)     831.40   (feet)  ADJUSTED  
 ME0230  ___________________________________________________________________
 ME0230  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME0230  DYNAMIC HT  -         253.304 (meters)     831.05  (feet)  COMP
 ME0230  MODELED GRAV-     980,202.0   (mgal)                       NAVD 88
 ME0230
 ME0230  VERT ORDER  -  FIRST     CLASS I
 ME0230
 ME0230.The horizontal coordinates were scaled from a topographic map and have
 ME0230.an estimated accuracy of +/- 6 seconds.
 ME0230
 ME0230.The orthometric height was determined by differential leveling
 ME0230.and adjusted by the National Geodetic Survey in April 1995..
 ME0230.WARNING-Repeat measurements at this control monument indicate possible
 ME0230.vertical movement.
 ME0230
 ME0230.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0230
 ME0230  NAVD 88 (06/15/91)  253.415  (m)          831.41   (f) UNKNOWN     1 1
 ME0230  NGVD 29 (01/19/93)  253.542  (m)          831.83   (f) ADJUSTED    1 1
 ME0230
 ME0230.Superseded values are not recommended for survey control.
 ME0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0230.See file dsdata.txt to determine how the superseded data were derived.
 ME0230
 ME0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL756713(NAD 83)
 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             NGS
 ME0230  HISTORY     - 19920909 GOOD             NGS
 ME0230
 ME0230                          STATION DESCRIPTION
 ME0230
 ME0230'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1308 ***********************************************************************
 LA1308  DESIGNATION -  E 185
 LA1308  PID         -  LA1308
 LA1308  STATE/COUNTY-  IN/MADISON
 LA1308  USGS QUAD   -  ALEXANDRIA (1994)
 LA1308
 LA1308                         *CURRENT SURVEY CONTROL
 LA1308  ___________________________________________________________________
 LA1308* NAD 83(1986)-  40 18 47.     (N)    085 39 09.     (W)     SCALED    
 LA1308* NAVD 88     -       272.314  (meters)     893.42   (feet)  ADJUSTED  
 LA1308  ___________________________________________________________________
 LA1308  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 LA1308  DYNAMIC HT  -         272.173 (meters)     892.95  (feet)  COMP
 LA1308  MODELED GRAV-     980,099.6   (mgal)                       NAVD 88
 LA1308
 LA1308  VERT ORDER  -  FIRST     CLASS II
 LA1308
 LA1308.The horizontal coordinates were scaled from a topographic map and have
 LA1308.an estimated accuracy of +/- 6 seconds.
 LA1308
 LA1308.The orthometric height was determined by differential leveling
 LA1308.and adjusted by the National Geodetic Survey in June 1991..
 LA1308
 LA1308.The geoid height was determined by GEOID03.
 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     -   562,280.      101,200.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1308.See file dsdata.txt to determine how the superseded data were derived.
 LA1308
 LA1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK144633(NAD 83)
 LA1308_MARKER: DB = BENCH MARK DISK
 LA1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1308_STAMPING: E 185 1946
 LA1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1308+STABILITY: SURFACE MOTION
 LA1308
 LA1308  HISTORY     - Date     Condition        Report By
 LA1308  HISTORY     - 1946     MONUMENTED       CGS
 LA1308  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1095 ***********************************************************************
 MD1095  DESIGNATION -  E 186
 MD1095  PID         -  MD1095
 MD1095  STATE/COUNTY-  IN/WHITLEY
 MD1095  USGS QUAD   -  SOUTH WHITLEY EAST (1962)
 MD1095
 MD1095                         *CURRENT SURVEY CONTROL
 MD1095  ___________________________________________________________________
 MD1095* NAD 83(1986)-  41 04 39.     (N)    085 31 43.     (W)     SCALED    
 MD1095* NAVD 88     -       260.497  (meters)     854.65   (feet)  ADJUSTED  
 MD1095  ___________________________________________________________________
 MD1095  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 MD1095  DYNAMIC HT  -         260.387 (meters)     854.29  (feet)  COMP
 MD1095  MODELED GRAV-     980,194.3   (mgal)                       NAVD 88
 MD1095
 MD1095  VERT ORDER  -  SECOND    CLASS 0
 MD1095
 MD1095.The horizontal coordinates were scaled from a topographic map and have
 MD1095.an estimated accuracy of +/- 6 seconds.
 MD1095
 MD1095.The orthometric height was determined by differential leveling
 MD1095.and adjusted by the National Geodetic Survey in June 1991..
 MD1095
 MD1095.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1095.See file dsdata.txt to determine how the superseded data were derived.
 MD1095
 MD1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL236484(NAD 83)
 MD1095_MARKER: DB = BENCH MARK DISK
 MD1095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1095_SP_SET: CULVERT
 MD1095_STAMPING: E 186 1946
 MD1095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1095
 MD1095  HISTORY     - Date     Condition        Report By
 MD1095  HISTORY     - 1946     MONUMENTED       CGS
 MD1095  HISTORY     - 1961     GOOD             NGS
 MD1095
 MD1095                          STATION DESCRIPTION
 MD1095
 MD1095'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1717 ***********************************************************************
 LA1717  DESIGNATION -  E 187
 LA1717  PID         -  LA1717
 LA1717  STATE/COUNTY-  IN/HUNTINGTON
 LA1717  USGS QUAD   -  BIPPUS (1972)
 LA1717
 LA1717                         *CURRENT SURVEY CONTROL
 LA1717  ___________________________________________________________________
 LA1717* NAD 83(1986)-  40 57 29.     (N)    085 37 26.     (W)     SCALED    
 LA1717* NAVD 88     -       255.336  (meters)     837.71   (feet)  ADJUSTED  
 LA1717  ___________________________________________________________________
 LA1717  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 LA1717  DYNAMIC HT  -         255.217 (meters)     837.32  (feet)  COMP
 LA1717  MODELED GRAV-     980,151.8   (mgal)                       NAVD 88
 LA1717
 LA1717  VERT ORDER  -  SECOND    CLASS 0
 LA1717
 LA1717.The horizontal coordinates were scaled from a topographic map and have
 LA1717.an estimated accuracy of +/- 6 seconds.
 LA1717
 LA1717.The orthometric height was determined by differential leveling
 LA1717.and adjusted by the National Geodetic Survey in June 1991..
 LA1717
 LA1717.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1717.See file dsdata.txt to determine how the superseded data were derived.
 LA1717
 LA1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL158350(NAD 83)
 LA1717_MARKER: DB = BENCH MARK DISK
 LA1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1717_STAMPING: E 187 1946
 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 = OCTOBER  6, 2006
 LA0863 ***********************************************************************
 LA0863  DESIGNATION -  E 189
 LA0863  PID         -  LA0863
 LA0863  STATE/COUNTY-  IN/ALLEN
 LA0863  USGS QUAD   -  ZANESVILLE (1972)
 LA0863
 LA0863                         *CURRENT SURVEY CONTROL
 LA0863  ___________________________________________________________________
 LA0863* NAD 83(1986)-  40 59 16.     (N)    085 19 09.     (W)     SCALED    
 LA0863* NAVD 88     -       250.713  (meters)     822.55   (feet)  ADJUSTED  
 LA0863  ___________________________________________________________________
 LA0863  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 LA0863  DYNAMIC HT  -         250.604 (meters)     822.19  (feet)  COMP
 LA0863  MODELED GRAV-     980,184.7   (mgal)                       NAVD 88
 LA0863
 LA0863  VERT ORDER  -  SECOND    CLASS 0
 LA0863
 LA0863.The horizontal coordinates were scaled from a topographic map and have
 LA0863.an estimated accuracy of +/- 6 seconds.
 LA0863
 LA0863.The orthometric height was determined by differential leveling
 LA0863.and adjusted by the National Geodetic Survey in June 1991..
 LA0863
 LA0863.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0863.See file dsdata.txt to determine how the superseded data were derived.
 LA0863
 LA0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL413387(NAD 83)
 LA0863_MARKER: DB = BENCH MARK DISK
 LA0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0863_STAMPING: E-189-1946
 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             NGS
 LA0863
 LA0863                          STATION DESCRIPTION
 LA0863
 LA0863'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1053 ***********************************************************************
 ME1053  DESIGNATION -  E 19
 ME1053  PID         -  ME1053
 ME1053  STATE/COUNTY-  IN/LAKE
 ME1053  USGS QUAD   -  GARY (1991)
 ME1053
 ME1053                         *CURRENT SURVEY CONTROL
 ME1053  ___________________________________________________________________
 ME1053* NAD 83(1986)-  41 36 23.     (N)    087 20 13.     (W)     SCALED    
 ME1053* NAVD 88     -       186.928  (meters)     613.28   (feet)  ADJUSTED  
 ME1053  ___________________________________________________________________
 ME1053  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME1053  DYNAMIC HT  -         186.860 (meters)     613.06  (feet)  COMP
 ME1053  MODELED GRAV-     980,251.8   (mgal)                       NAVD 88
 ME1053
 ME1053  VERT ORDER  -  FIRST     CLASS II
 ME1053
 ME1053.The horizontal coordinates were scaled from a topographic map and have
 ME1053.an estimated accuracy of +/- 6 seconds.
 ME1053
 ME1053.The orthometric height was determined by differential leveling
 ME1053.and adjusted by the National Geodetic Survey in June 1991..
 ME1053.WARNING-Repeat measurements at this control monument indicate possible
 ME1053.vertical movement.
 ME1053
 ME1053.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME1053
 ME1053  NGVD 29 (01/19/93)  187.043  (m)          613.66   (f) ADJUSTED    1 2
 ME1053
 ME1053.Superseded values are not recommended for survey control.
 ME1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1053.See file dsdata.txt to determine how the superseded data were derived.
 ME1053
 ME1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM719061(NAD 83)
 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             NGS
 ME1053  HISTORY     - 1985     GOOD             NGS
 ME1053
 ME1053                          STATION DESCRIPTION
 ME1053
 ME1053'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0794 ***********************************************************************
 MD0794  DESIGNATION -  E 190
 MD0794  PID         -  MD0794
 MD0794  STATE/COUNTY-  IN/ALLEN
 MD0794  USGS QUAD   -  ARCOLA (1981)
 MD0794
 MD0794                         *CURRENT SURVEY CONTROL
 MD0794  ___________________________________________________________________
 MD0794* NAD 83(1986)-  41 04 29.     (N)    085 20 11.     (W)     SCALED    
 MD0794* NAVD 88     -       255.385  (meters)     837.88   (feet)  ADJUSTED  
 MD0794  ___________________________________________________________________
 MD0794  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MD0794  DYNAMIC HT  -         255.283 (meters)     837.54  (feet)  COMP
 MD0794  MODELED GRAV-     980,217.2   (mgal)                       NAVD 88
 MD0794
 MD0794  VERT ORDER  -  SECOND    CLASS 0
 MD0794
 MD0794.The horizontal coordinates were scaled from a topographic map and have
 MD0794.an estimated accuracy of +/- 6 seconds.
 MD0794
 MD0794.The orthometric height was determined by differential leveling
 MD0794.and adjusted by the National Geodetic Survey in June 1991..
 MD0794
 MD0794.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0794.See file dsdata.txt to determine how the superseded data were derived.
 MD0794
 MD0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL397483(NAD 83)
 MD0794_MARKER: DB = BENCH MARK DISK
 MD0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0794_STAMPING: E-190-1946
 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 = OCTOBER  6, 2006
 LB0301 ***********************************************************************
 LB0301  DESIGNATION -  E 191
 LB0301  PID         -  LB0301
 LB0301  STATE/COUNTY-  IN/MIAMI
 LB0301  USGS QUAD   -  MIAMI (1994)
 LB0301
 LB0301                         *CURRENT SURVEY CONTROL
 LB0301  ___________________________________________________________________
 LB0301* NAD 83(1986)-  40 34 43.     (N)    086 01 33.     (W)     SCALED    
 LB0301* NAVD 88     -       256.791  (meters)     842.49   (feet)  ADJUSTED  
 LB0301  ___________________________________________________________________
 LB0301  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 LB0301  DYNAMIC HT  -         256.661 (meters)     842.06  (feet)  COMP
 LB0301  MODELED GRAV-     980,115.0   (mgal)                       NAVD 88
 LB0301
 LB0301  VERT ORDER  -  SECOND    CLASS 0
 LB0301
 LB0301.The horizontal coordinates were scaled from a topographic map and have
 LB0301.an estimated accuracy of +/- 6 seconds.
 LB0301
 LB0301.The orthometric height was determined by differential leveling
 LB0301.and adjusted by the National Geodetic Survey in June 1991..
 LB0301
 LB0301.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0301.See file dsdata.txt to determine how the superseded data were derived.
 LB0301
 LB0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK824924(NAD 83)
 LB0301_MARKER: DB = BENCH MARK DISK
 LB0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0301_STAMPING: E 191 1946
 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 = OCTOBER  6, 2006
 LA1815 ***********************************************************************
 LA1815  DESIGNATION -  E 192
 LA1815  PID         -  LA1815
 LA1815  STATE/COUNTY-  IN/MIAMI
 LA1815  USGS QUAD   -  PEORIA (1994)
 LA1815
 LA1815                         *CURRENT SURVEY CONTROL
 LA1815  ___________________________________________________________________
 LA1815* NAD 83(1986)-  40 37 37.     (N)    085 57 53.     (W)     SCALED    
 LA1815* NAVD 88     -       245.965  (meters)     806.97   (feet)  ADJUSTED  
 LA1815  ___________________________________________________________________
 LA1815  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 LA1815  DYNAMIC HT  -         245.842 (meters)     806.57  (feet)  COMP
 LA1815  MODELED GRAV-     980,121.1   (mgal)                       NAVD 88
 LA1815
 LA1815  VERT ORDER  -  SECOND    CLASS 0
 LA1815
 LA1815.The horizontal coordinates were scaled from a topographic map and have
 LA1815.an estimated accuracy of +/- 6 seconds.
 LA1815
 LA1815.The orthometric height was determined by differential leveling
 LA1815.and adjusted by the National Geodetic Survey in June 1991..
 LA1815
 LA1815.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1815.See file dsdata.txt to determine how the superseded data were derived.
 LA1815
 LA1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK875978(NAD 83)
 LA1815_MARKER: DB = BENCH MARK DISK
 LA1815_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1815_SP_SET: BRIDGE
 LA1815_STAMPING: E 192 1946
 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 = OCTOBER  6, 2006
 LA1750 ***********************************************************************
 LA1750  DESIGNATION -  E 193
 LA1750  PID         -  LA1750
 LA1750  STATE/COUNTY-  IN/HUNTINGTON
 LA1750  USGS QUAD   -  ANDREWS (1994)
 LA1750
 LA1750                         *CURRENT SURVEY CONTROL
 LA1750  ___________________________________________________________________
 LA1750* NAD 83(1986)-  40 50 38.     (N)    085 30 31.     (W)     SCALED    
 LA1750* NAVD 88     -       248.654  (meters)     815.79   (feet)  ADJUSTED  
 LA1750  ___________________________________________________________________
 LA1750  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LA1750  DYNAMIC HT  -         248.536 (meters)     815.41  (feet)  COMP
 LA1750  MODELED GRAV-     980,145.0   (mgal)                       NAVD 88
 LA1750
 LA1750  VERT ORDER  -  SECOND    CLASS 0
 LA1750
 LA1750.The horizontal coordinates were scaled from a topographic map and have
 LA1750.an estimated accuracy of +/- 6 seconds.
 LA1750
 LA1750.The orthometric height was determined by differential leveling
 LA1750.and adjusted by the National Geodetic Survey in June 1991..
 LA1750
 LA1750.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1750.See file dsdata.txt to determine how the superseded data were derived.
 LA1750
 LA1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL257224(NAD 83)
 LA1750_MARKER: DB = BENCH MARK DISK
 LA1750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1750_STAMPING: E 193 1946
 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 = OCTOBER  6, 2006
 LA1340 ***********************************************************************
 LA1340  DESIGNATION -  E 194
 LA1340  PID         -  LA1340
 LA1340  STATE/COUNTY-  IN/MADISON
 LA1340  USGS QUAD   -  FRANKTON (1994)
 LA1340
 LA1340                         *CURRENT SURVEY CONTROL
 LA1340  ___________________________________________________________________
 LA1340* NAD 83(1986)-  40 10 39.     (N)    085 51 45.     (W)     SCALED    
 LA1340* NAVD 88     -       253.854  (meters)     832.85   (feet)  ADJUSTED  
 LA1340  ___________________________________________________________________
 LA1340  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 LA1340  DYNAMIC HT  -         253.718 (meters)     832.41  (feet)  COMP
 LA1340  MODELED GRAV-     980,083.7   (mgal)                       NAVD 88
 LA1340
 LA1340  VERT ORDER  -  SECOND    CLASS 0
 LA1340
 LA1340.The horizontal coordinates were scaled from a topographic map and have
 LA1340.an estimated accuracy of +/- 6 seconds.
 LA1340
 LA1340.The orthometric height was determined by differential leveling
 LA1340.and adjusted by the National Geodetic Survey in June 1991..
 LA1340
 LA1340.The geoid height was determined by GEOID03.
 LA1340
 LA1340.The dynamic height is computed by dividing the NAVD 88
 LA1340.geopotential number by the normal gravity value computed on the
 LA1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1340.degrees latitude (g = 980.6199 gals.).
 LA1340
 LA1340.The modeled gravity was interpolated from observed gravity values.
 LA1340
 LA1340;                    North         East    Units  Estimated Accuracy
 LA1340;SPC IN E     -   547,240.       83,320.      MT  (+/- 180 meters Scaled)
 LA1340
 LA1340                          SUPERSEDED SURVEY CONTROL
 LA1340
 LA1340  NGVD 29 (??/??/92)  253.988  (m)          833.29   (f) ADJ UNCH    2 0
 LA1340
 LA1340.Superseded values are not recommended for survey control.
 LA1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1340.See file dsdata.txt to determine how the superseded data were derived.
 LA1340
 LA1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK968480(NAD 83)
 LA1340_MARKER: DB = BENCH MARK DISK
 LA1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1340_STAMPING: E 194 1946
 LA1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1340+STABILITY: SURFACE MOTION
 LA1340
 LA1340  HISTORY     - Date     Condition        Report By
 LA1340  HISTORY     - 1946     MONUMENTED       CGS
 LA1340
 LA1340                          STATION DESCRIPTION
 LA1340
 LA1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1340'2.5 MI N FROM PERKINSVILLE.
 LA1340'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE WEST FORK
 LA1340'WHITE RIVER BRIDGE AT PERKINSVILLE, AT AN EAST-WEST GRAVEL CROSS
 LA1340'ROAD, 61 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 26 FEET
 LA1340'SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 15 FEET SOUTHWEST OF
 LA1340'A FENCE CORNER POST, 17 FEET NORTHEAST OF A FENCE CORNER POST,
 LA1340'1 FOOT NORTHWEST OF THE FENCE LINE, ABOUT 2.5 FEET BELOW THE
 LA1340'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 LA1340'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1360 ***********************************************************************
 LA1360  DESIGNATION -  E 195
 LA1360  PID         -  LA1360
 LA1360  STATE/COUNTY-  IN/MADISON
 LA1360  USGS QUAD   -  ELWOOD (1994)
 LA1360
 LA1360                         *CURRENT SURVEY CONTROL
 LA1360  ___________________________________________________________________
 LA1360* NAD 83(1986)-  40 19 56.     (N)    085 47 08.     (W)     SCALED    
 LA1360* NAVD 88     -       265.339  (meters)     870.53   (feet)  ADJUSTED  
 LA1360  ___________________________________________________________________
 LA1360  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 LA1360  DYNAMIC HT  -         265.200 (meters)     870.08  (feet)  COMP
 LA1360  MODELED GRAV-     980,094.9   (mgal)                       NAVD 88
 LA1360
 LA1360  VERT ORDER  -  SECOND    CLASS 0
 LA1360
 LA1360.The horizontal coordinates were scaled from a topographic map and have
 LA1360.an estimated accuracy of +/- 6 seconds.
 LA1360
 LA1360.The orthometric height was determined by differential leveling
 LA1360.and adjusted by the National Geodetic Survey in June 1991..
 LA1360
 LA1360.The geoid height was determined by GEOID03.
 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     -   564,410.       89,900.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1360.See file dsdata.txt to determine how the superseded data were derived.
 LA1360
 LA1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK031653(NAD 83)
 LA1360_MARKER: DB = BENCH MARK DISK
 LA1360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1360_SP_SET: BRIDGE
 LA1360_STAMPING: E 195 1946
 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 = OCTOBER  6, 2006
 MD0889 ***********************************************************************
 MD0889  DESIGNATION -  E 196
 MD0889  PID         -  MD0889
 MD0889  STATE/COUNTY-  IN/WHITLEY
 MD0889  USGS QUAD   -  COLUMBIA CITY (1981)
 MD0889
 MD0889                         *CURRENT SURVEY CONTROL
 MD0889  ___________________________________________________________________
 MD0889* NAD 83(1986)-  41 11 01.     (N)    085 27 54.     (W)     SCALED    
 MD0889* NAVD 88     -       259.312  (meters)     850.76   (feet)  ADJUSTED  
 MD0889  ___________________________________________________________________
 MD0889  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MD0889  DYNAMIC HT  -         259.213 (meters)     850.43  (feet)  COMP
 MD0889  MODELED GRAV-     980,233.2   (mgal)                       NAVD 88
 MD0889
 MD0889  VERT ORDER  -  SECOND    CLASS 0
 MD0889
 MD0889.The horizontal coordinates were scaled from a topographic map and have
 MD0889.an estimated accuracy of +/- 6 seconds.
 MD0889
 MD0889.The orthometric height was determined by differential leveling
 MD0889.and adjusted by the National Geodetic Survey in June 1991..
 MD0889
 MD0889.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0889.See file dsdata.txt to determine how the superseded data were derived.
 MD0889
 MD0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL287602(NAD 83)
 MD0889_MARKER: DB = BENCH MARK DISK
 MD0889_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0889_SP_SET: CULVERT
 MD0889_STAMPING: E 196 1946
 MD0889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0889
 MD0889  HISTORY     - Date     Condition        Report By
 MD0889  HISTORY     - 1946     MONUMENTED       CGS
 MD0889  HISTORY     - 1962     GOOD             NGS
 MD0889  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0889
 MD0889                          STATION DESCRIPTION
 MD0889
 MD0889'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0838 ***********************************************************************
 MD0838  DESIGNATION -  E 197 RESET 1968
 MD0838  PID         -  MD0838
 MD0838  STATE/COUNTY-  IN/ALLEN
 MD0838  USGS QUAD   -  CHURUBUSCO (1965)
 MD0838
 MD0838                         *CURRENT SURVEY CONTROL
 MD0838  ___________________________________________________________________
 MD0838* NAD 83(1986)-  41 11 29.     (N)    085 16 37.     (W)     SCALED    
 MD0838* NAVD 88     -       252.25   (meters)     827.6    (feet)  RESET     
 MD0838  ___________________________________________________________________
 MD0838  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 MD0838
 MD0838  VERT ORDER  -  THIRD
 MD0838
 MD0838.The horizontal coordinates were scaled from a topographic map and have
 MD0838.an estimated accuracy of +/- 6 seconds.
 MD0838
 MD0838.The orthometric height was computed from unverified reset data.
 MD0838
 MD0838.The geoid height was determined by GEOID03.
 MD0838
 MD0838;                    North         East    Units  Estimated Accuracy
 MD0838;SPC IN E     -   659,890.      132,690.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0838.See file dsdata.txt to determine how the superseded data were derived.
 MD0838
 MD0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL444614(NAD 83)
 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_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 = OCTOBER  6, 2006
 MD0931 ***********************************************************************
 MD0931  DESIGNATION -  E 198
 MD0931  PID         -  MD0931
 MD0931  STATE/COUNTY-  IN/DE KALB
 MD0931  USGS QUAD   -  AUBURN (1981)
 MD0931
 MD0931                         *CURRENT SURVEY CONTROL
 MD0931  ___________________________________________________________________
 MD0931* NAD 83(1986)-  41 21 36.     (N)    085 02 56.     (W)     SCALED    
 MD0931* NAVD 88     -       261.334  (meters)     857.39   (feet)  ADJUSTED  
 MD0931  ___________________________________________________________________
 MD0931  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 MD0931  DYNAMIC HT  -         261.229 (meters)     857.05  (feet)  COMP
 MD0931  MODELED GRAV-     980,214.0   (mgal)                       NAVD 88
 MD0931
 MD0931  VERT ORDER  -  SECOND    CLASS 0
 MD0931
 MD0931.The horizontal coordinates were scaled from a topographic map and have
 MD0931.an estimated accuracy of +/- 6 seconds.
 MD0931
 MD0931.The orthometric height was determined by differential leveling
 MD0931.and adjusted by the National Geodetic Survey in June 1991..
 MD0931
 MD0931.The geoid height was determined by GEOID03.
 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     -   678,720.      151,690.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0931.See file dsdata.txt to determine how the superseded data were derived.
 MD0931
 MD0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL631805(NAD 83)
 MD0931_MARKER: DB = BENCH MARK DISK
 MD0931_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0931_SP_SET: BRIDGE
 MD0931_STAMPING: E-198-1946
 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 = OCTOBER  6, 2006
 MD0360 ***********************************************************************
 MD0360  DESIGNATION -  E 199
 MD0360  PID         -  MD0360
 MD0360  STATE/COUNTY-  IN/DE KALB
 MD0360  USGS QUAD   -  SAINT JOE (1994)
 MD0360
 MD0360                         *CURRENT SURVEY CONTROL
 MD0360  ___________________________________________________________________
 MD0360* NAD 83(1986)-  41 17 12.     (N)    084 55 09.     (W)     SCALED    
 MD0360* NAVD 88     -       248.974  (meters)     816.84   (feet)  ADJUSTED  
 MD0360  ___________________________________________________________________
 MD0360  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 MD0360  DYNAMIC HT  -         248.874 (meters)     816.51  (feet)  COMP
 MD0360  MODELED GRAV-     980,217.8   (mgal)                       NAVD 88
 MD0360
 MD0360  VERT ORDER  -  SECOND    CLASS 0
 MD0360
 MD0360.The horizontal coordinates were scaled from a topographic map and have
 MD0360.an estimated accuracy of +/- 6 seconds.
 MD0360
 MD0360.The orthometric height was determined by differential leveling
 MD0360.and adjusted by the National Geodetic Survey in June 1991..
 MD0360
 MD0360.The geoid height was determined by GEOID03.
 MD0360
 MD0360.The dynamic height is computed by dividing the NAVD 88
 MD0360.geopotential number by the normal gravity value computed on the
 MD0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0360.degrees latitude (g = 980.6199 gals.).
 MD0360
 MD0360.The modeled gravity was interpolated from observed gravity values.
 MD0360
 MD0360;                    North         East    Units  Estimated Accuracy
 MD0360;SPC IN E     -   670,660.      162,620.      MT  (+/- 180 meters Scaled)
 MD0360
 MD0360                          SUPERSEDED SURVEY CONTROL
 MD0360
 MD0360  NGVD 29 (??/??/92)  249.122  (m)          817.33   (f) ADJ UNCH    2 0
 MD0360
 MD0360.Superseded values are not recommended for survey control.
 MD0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0360.See file dsdata.txt to determine how the superseded data were derived.
 MD0360
 MD0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL742726(NAD 83)
 MD0360_MARKER: DB = BENCH MARK DISK
 MD0360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0360_SP_SET: CULVERT
 MD0360_STAMPING: E 199 1946
 MD0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0360
 MD0360  HISTORY     - Date     Condition        Report By
 MD0360  HISTORY     - 1946     MONUMENTED       CGS
 MD0360  HISTORY     - 1962     GOOD             NGS
 MD0360
 MD0360                          STATION DESCRIPTION
 MD0360
 MD0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 MD0360'0.4 MI NE FROM SPENCERVILLE.
 MD0360'ABOUT 0.4 MILE NE ALONG NO. 1 INDIANA HWY. FROM THE MAIN CORNER
 MD0360'AT THE POST OFFICE IN SPENCERVILLE, ABOUT 100 YARDS WSW OF THE
 MD0360'INTERSECTION OF THE HWY. AND AN ASPHALT ROAD LEADING SW, 20.5
 MD0360'FEET NW OF CENTER LINE OF THE HWY., 2.4 FEET LOWER THAN SAME, 1.1
 MD0360'FEET SW OF NE END OF 8-FOOT CONCRETE HEADWALL OF 15-INCH CORRUGATED
 MD0360'IRON PIPE CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2353 ***********************************************************************
 JZ2353  DESIGNATION -  E 2 RESET
 JZ2353  PID         -  JZ2353
 JZ2353  STATE/COUNTY-  IN/MARION
 JZ2353  USGS QUAD   -  ACTON (1981)
 JZ2353
 JZ2353                         *CURRENT SURVEY CONTROL
 JZ2353  ___________________________________________________________________
 JZ2353* NAD 83(1986)-  39 39 16.     (N)    085 58 03.     (W)     SCALED    
 JZ2353* NAVD 88     -       241.933  (meters)     793.74   (feet)  ADJUSTED  
 JZ2353  ___________________________________________________________________
 JZ2353  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JZ2353  DYNAMIC HT  -         241.796 (meters)     793.29  (feet)  COMP
 JZ2353  MODELED GRAV-     980,053.6   (mgal)                       NAVD 88
 JZ2353
 JZ2353  VERT ORDER  -  FIRST     CLASS II
 JZ2353
 JZ2353.The horizontal coordinates were scaled from a topographic map and have
 JZ2353.an estimated accuracy of +/- 6 seconds.
 JZ2353
 JZ2353.The orthometric height was determined by differential leveling
 JZ2353.and adjusted by the National Geodetic Survey in June 1991..
 JZ2353
 JZ2353.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2353.See file dsdata.txt to determine how the superseded data were derived.
 JZ2353
 JZ2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ885899(NAD 83)
 JZ2353_MARKER: DB = BENCH MARK DISK
 JZ2353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2353_SP_SET: STONE POST
 JZ2353_STAMPING: E 2ELEV 794.086 FT RESET 1947
 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 = OCTOBER  6, 2006
 MD0496 ***********************************************************************
 MD0496  DESIGNATION -  E 200
 MD0496  PID         -  MD0496
 MD0496  STATE/COUNTY-  IN/ALLEN
 MD0496  USGS QUAD   -  GRABILL (1992)
 MD0496
 MD0496                         *CURRENT SURVEY CONTROL
 MD0496  ___________________________________________________________________
 MD0496* NAD 83(1986)-  41 08 48.     (N)    084 59 27.     (W)     SCALED    
 MD0496* NAVD 88     -       238.046  (meters)     780.99   (feet)  ADJUSTED  
 MD0496  ___________________________________________________________________
 MD0496  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MD0496  DYNAMIC HT  -         237.950 (meters)     780.67  (feet)  COMP
 MD0496  MODELED GRAV-     980,216.9   (mgal)                       NAVD 88
 MD0496
 MD0496  VERT ORDER  -  SECOND    CLASS 0
 MD0496
 MD0496.The horizontal coordinates were scaled from a topographic map and have
 MD0496.an estimated accuracy of +/- 6 seconds.
 MD0496
 MD0496.The orthometric height was determined by differential leveling
 MD0496.and adjusted by the National Geodetic Survey in June 1991..
 MD0496
 MD0496.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0496.See file dsdata.txt to determine how the superseded data were derived.
 MD0496
 MD0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL686569(NAD 83)
 MD0496_MARKER: DB = BENCH MARK DISK
 MD0496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0496_SP_SET: CULVERT
 MD0496_STAMPING: E 200 1946
 MD0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0496
 MD0496  HISTORY     - Date     Condition        Report By
 MD0496  HISTORY     - 1946     MONUMENTED       CGS
 MD0496  HISTORY     - 1962     GOOD             NGS
 MD0496  HISTORY     - 1963     GOOD             NGS
 MD0496
 MD0496                          STATION DESCRIPTION
 MD0496
 MD0496'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1963
 MD0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1956 ***********************************************************************
 MD1956  DESIGNATION -  E 200 RESET
 MD1956  PID         -  MD1956
 MD1956  STATE/COUNTY-  IN/ALLEN
 MD1956  USGS QUAD   -  GRABILL (1992)
 MD1956
 MD1956                         *CURRENT SURVEY CONTROL
 MD1956  ___________________________________________________________________
 MD1956* NAD 83(1986)-  41 08 48.     (N)    084 59 27.     (W)     SCALED    
 MD1956* NAVD 88     -       237.94   (meters)     780.6    (feet)  RESET     
 MD1956  ___________________________________________________________________
 MD1956  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MD1956
 MD1956  VERT ORDER  -  THIRD
 MD1956
 MD1956.The horizontal coordinates were scaled from a topographic map and have
 MD1956.an estimated accuracy of +/- 6 seconds.
 MD1956
 MD1956.The orthometric height was computed from unverified reset data.
 MD1956
 MD1956.The geoid height was determined by GEOID03.
 MD1956
 MD1956;                    North         East    Units  Estimated Accuracy
 MD1956;SPC IN E     -   655,070.      156,730.      MT  (+/- 180 meters Scaled)
 MD1956
 MD1956                          SUPERSEDED SURVEY CONTROL
 MD1956
 MD1956  NGVD 29 (04/16/04)  238.09   (m)          781.1    (f) RESET       3  
 MD1956
 MD1956.Superseded values are not recommended for survey control.
 MD1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1956.See file dsdata.txt to determine how the superseded data were derived.
 MD1956
 MD1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL686569(NAD 83)
 MD1956_MARKER: DB = BENCH MARK DISK
 MD1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1956_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 MD0486 ***********************************************************************
 MD0486  DESIGNATION -  E 201
 MD0486  PID         -  MD0486
 MD0486  STATE/COUNTY-  IN/ALLEN
 MD0486  USGS QUAD   -  HICKSVILLE (1979)
 MD0486
 MD0486                         *CURRENT SURVEY CONTROL
 MD0486  ___________________________________________________________________
 MD0486* NAD 83(1986)-  41 16 03.     (N)    084 51 59.     (W)     SCALED    
 MD0486* NAVD 88     -       254.181  (meters)     833.93   (feet)  ADJUSTED  
 MD0486  ___________________________________________________________________
 MD0486  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MD0486  DYNAMIC HT  -         254.080 (meters)     833.59  (feet)  COMP
 MD0486  MODELED GRAV-     980,219.7   (mgal)                       NAVD 88
 MD0486
 MD0486  VERT ORDER  -  SECOND    CLASS 0
 MD0486
 MD0486.The horizontal coordinates were scaled from a topographic map and have
 MD0486.an estimated accuracy of +/- 6 seconds.
 MD0486
 MD0486.The orthometric height was determined by differential leveling
 MD0486.and adjusted by the National Geodetic Survey in June 1991..
 MD0486
 MD0486.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0486.See file dsdata.txt to determine how the superseded data were derived.
 MD0486
 MD0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL787706(NAD 83)
 MD0486_MARKER: DB = BENCH MARK DISK
 MD0486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0486_SP_SET: CULVERT
 MD0486_STAMPING: E 201 1946
 MD0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0486
 MD0486  HISTORY     - Date     Condition        Report By
 MD0486  HISTORY     - 1946     MONUMENTED       CGS
 MD0486  HISTORY     - 1962     GOOD             NGS
 MD0486
 MD0486                          STATION DESCRIPTION
 MD0486
 MD0486'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0799 ***********************************************************************
 LA0799  DESIGNATION -  E 202
 LA0799  PID         -  LA0799
 LA0799  STATE/COUNTY-  IN/WELLS
 LA0799  USGS QUAD   -  UNIONDALE (1988)
 LA0799
 LA0799                         *CURRENT SURVEY CONTROL
 LA0799  ___________________________________________________________________
 LA0799* NAD 83(1986)-  40 51 25.     (N)    085 09 56.     (W)     SCALED    
 LA0799* NAVD 88     -       253.639  (meters)     832.15   (feet)  ADJUSTED  
 LA0799  ___________________________________________________________________
 LA0799  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 LA0799  DYNAMIC HT  -         253.523 (meters)     831.77  (feet)  COMP
 LA0799  MODELED GRAV-     980,161.3   (mgal)                       NAVD 88
 LA0799
 LA0799  VERT ORDER  -  SECOND    CLASS 0
 LA0799
 LA0799.The horizontal coordinates were scaled from a topographic map and have
 LA0799.an estimated accuracy of +/- 6 seconds.
 LA0799
 LA0799.The orthometric height was determined by differential leveling
 LA0799.and adjusted by the National Geodetic Survey in June 1991..
 LA0799
 LA0799.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0799.See file dsdata.txt to determine how the superseded data were derived.
 LA0799
 LA0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL546244(NAD 83)
 LA0799_MARKER: DB = BENCH MARK DISK
 LA0799_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0799_SP_SET: CULVERT
 LA0799_STAMPING: E 202 1946
 LA0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0799
 LA0799  HISTORY     - Date     Condition        Report By
 LA0799  HISTORY     - 1946     MONUMENTED       CGS
 LA0799  HISTORY     - 1968     POOR             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 LA0800 ***********************************************************************
 LA0800  DESIGNATION -  E 202 RESET 1969
 LA0800  PID         -  LA0800
 LA0800  STATE/COUNTY-  IN/WELLS
 LA0800  USGS QUAD   -  UNIONDALE (1988)
 LA0800
 LA0800                         *CURRENT SURVEY CONTROL
 LA0800  ___________________________________________________________________
 LA0800* NAD 83(1986)-  40 51 25.     (N)    085 09 56.     (W)     SCALED    
 LA0800* NAVD 88     -       253.98   (meters)     833.3    (feet)  RESET     
 LA0800  ___________________________________________________________________
 LA0800  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 LA0800
 LA0800  VERT ORDER  -  THIRD
 LA0800
 LA0800.The horizontal coordinates were scaled from a topographic map and have
 LA0800.an estimated accuracy of +/- 6 seconds.
 LA0800
 LA0800.The orthometric height was computed from unverified reset data.
 LA0800
 LA0800.The geoid height was determined by GEOID03.
 LA0800
 LA0800;                    North         East    Units  Estimated Accuracy
 LA0800;SPC IN E     -   622,790.      142,250.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0800.See file dsdata.txt to determine how the superseded data were derived.
 LA0800
 LA0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL546244(NAD 83)
 LA0800_MARKER: DB = BENCH MARK DISK
 LA0800_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0800_SP_SET: CULVERT
 LA0800_STAMPING: E 202 RESET 1969
 LA0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1775 ***********************************************************************
 LA1775  DESIGNATION -  E 203
 LA1775  PID         -  LA1775
 LA1775  STATE/COUNTY-  IN/GRANT
 LA1775  USGS QUAD   -  VAN BUREN (1992)
 LA1775
 LA1775                         *CURRENT SURVEY CONTROL
 LA1775  ___________________________________________________________________
 LA1775* NAD 83(1986)-  40 30 23.     (N)    085 30 08.     (W)     SCALED    
 LA1775* NAVD 88     -       265.447  (meters)     870.89   (feet)  ADJUSTED  
 LA1775  ___________________________________________________________________
 LA1775  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 LA1775  DYNAMIC HT  -         265.311 (meters)     870.44  (feet)  COMP
 LA1775  MODELED GRAV-     980,104.4   (mgal)                       NAVD 88
 LA1775
 LA1775  VERT ORDER  -  SECOND    CLASS 0
 LA1775
 LA1775.The horizontal coordinates were scaled from a topographic map and have
 LA1775.an estimated accuracy of +/- 6 seconds.
 LA1775
 LA1775.The orthometric height was determined by differential leveling
 LA1775.and adjusted by the National Geodetic Survey in June 1991..
 LA1775
 LA1775.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1775.See file dsdata.txt to determine how the superseded data were derived.
 LA1775
 LA1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK269850(NAD 83)
 LA1775_MARKER: DB = BENCH MARK DISK
 LA1775_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1775_SP_SET: CULVERT
 LA1775_STAMPING: E 203 1946
 LA1775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1727 ***********************************************************************
 LA1727  DESIGNATION -  E 204
 LA1727  PID         -  LA1727
 LA1727  STATE/COUNTY-  IN/GRANT
 LA1727  USGS QUAD   -  MARION (1992)
 LA1727
 LA1727                         *CURRENT SURVEY CONTROL
 LA1727  ___________________________________________________________________
 LA1727* NAD 83(1986)-  40 36 15.     (N)    085 38 56.     (W)     SCALED    
 LA1727* NAVD 88     -       263.209  (meters)     863.54   (feet)  ADJUSTED  
 LA1727  ___________________________________________________________________
 LA1727  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 LA1727  DYNAMIC HT  -         263.077 (meters)     863.11  (feet)  COMP
 LA1727  MODELED GRAV-     980,116.5   (mgal)                       NAVD 88
 LA1727
 LA1727  VERT ORDER  -  SECOND    CLASS 0
 LA1727
 LA1727.The horizontal coordinates were scaled from a topographic map and have
 LA1727.an estimated accuracy of +/- 6 seconds.
 LA1727
 LA1727.The orthometric height was determined by differential leveling
 LA1727.and adjusted by the National Geodetic Survey in June 1991..
 LA1727
 LA1727.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1727.See file dsdata.txt to determine how the superseded data were derived.
 LA1727
 LA1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK143956(NAD 83)
 LA1727_MARKER: DB = BENCH MARK DISK
 LA1727_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1727_SP_SET: CULVERT
 LA1727_STAMPING: E 204 1946
 LA1727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1727
 LA1727  HISTORY     - Date     Condition        Report By
 LA1727  HISTORY     - 1946     MONUMENTED       CGS
 LA1727  HISTORY     - 1962     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1962
 LA1727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1396 ***********************************************************************
 LA1396  DESIGNATION -  E 205
 LA1396  PID         -  LA1396
 LA1396  STATE/COUNTY-  IN/TIPTON
 LA1396  USGS QUAD   -  WINDFALL (1960)
 LA1396
 LA1396                         *CURRENT SURVEY CONTROL
 LA1396  ___________________________________________________________________
 LA1396* NAD 83(1986)-  40 15 06.     (N)    085 58 34.     (W)     SCALED    
 LA1396* NAVD 88     -       261.761  (meters)     858.79   (feet)  ADJUSTED  
 LA1396  ___________________________________________________________________
 LA1396  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 LA1396  DYNAMIC HT  -         261.621 (meters)     858.33  (feet)  COMP
 LA1396  MODELED GRAV-     980,083.9   (mgal)                       NAVD 88
 LA1396
 LA1396  VERT ORDER  -  SECOND    CLASS 0
 LA1396
 LA1396.The horizontal coordinates were scaled from a topographic map and have
 LA1396.an estimated accuracy of +/- 6 seconds.
 LA1396
 LA1396.The orthometric height was determined by differential leveling
 LA1396.and adjusted by the National Geodetic Survey in June 1991..
 LA1396
 LA1396.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1396.See file dsdata.txt to determine how the superseded data were derived.
 LA1396
 LA1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK870561(NAD 83)
 LA1396_MARKER: DB = BENCH MARK DISK
 LA1396_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1396_SP_SET: ABUTMENT
 LA1396_STAMPING: E 205 1946
 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 = OCTOBER  6, 2006
 ME0287 ***********************************************************************
 ME0287  DESIGNATION -  E 206
 ME0287  PID         -  ME0287
 ME0287  STATE/COUNTY-  IN/MARSHALL
 ME0287  USGS QUAD   -  DONALDSON (1972)
 ME0287
 ME0287                         *CURRENT SURVEY CONTROL
 ME0287  ___________________________________________________________________
 ME0287* NAD 83(1986)-  41 21 20.     (N)    086 24 54.     (W)     SCALED    
 ME0287* NAVD 88     -       248.453  (meters)     815.13   (feet)  ADJUSTED  
 ME0287  ___________________________________________________________________
 ME0287  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0287  DYNAMIC HT  -         248.351 (meters)     814.80  (feet)  COMP
 ME0287  MODELED GRAV-     980,206.9   (mgal)                       NAVD 88
 ME0287
 ME0287  VERT ORDER  -  FIRST     CLASS I
 ME0287
 ME0287.The horizontal coordinates were scaled from a topographic map and have
 ME0287.an estimated accuracy of +/- 6 seconds.
 ME0287
 ME0287.The orthometric height was determined by differential leveling
 ME0287.and adjusted by the National Geodetic Survey in June 1991..
 ME0287
 ME0287.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0287
 ME0287  NGVD 29 (01/19/93)  248.569  (m)          815.51   (f) ADJUSTED    1 1
 ME0287
 ME0287.Superseded values are not recommended for survey control.
 ME0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0287.See file dsdata.txt to determine how the superseded data were derived.
 ME0287
 ME0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL489783(NAD 83)
 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             NGS
 ME0287  HISTORY     - 1984     GOOD             USPSQD
 ME0287  HISTORY     - 1988     GOOD             USPSQD
 ME0287  HISTORY     - 19920907 GOOD             NGS
 ME0287
 ME0287                          STATION DESCRIPTION
 ME0287
 ME0287'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0514 ***********************************************************************
 LB0514  DESIGNATION -  E 207
 LB0514  PID         -  LB0514
 LB0514  STATE/COUNTY-  IN/TIPTON
 LB0514  USGS QUAD   -  TIPTON (1980)
 LB0514
 LB0514                         *CURRENT SURVEY CONTROL
 LB0514  ___________________________________________________________________
 LB0514* NAD 83(1986)-  40 16 31.     (N)    086 06 25.     (W)     SCALED    
 LB0514* NAVD 88     -       270.218  (meters)     886.54   (feet)  ADJUSTED  
 LB0514  ___________________________________________________________________
 LB0514  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 LB0514  DYNAMIC HT  -         270.072 (meters)     886.06  (feet)  COMP
 LB0514  MODELED GRAV-     980,075.6   (mgal)                       NAVD 88
 LB0514
 LB0514  VERT ORDER  -  SECOND    CLASS 0
 LB0514
 LB0514.The horizontal coordinates were scaled from a topographic map and have
 LB0514.an estimated accuracy of +/- 6 seconds.
 LB0514
 LB0514.The orthometric height was determined by differential leveling
 LB0514.and adjusted by the National Geodetic Survey in June 1991..
 LB0514
 LB0514.The geoid height was determined by GEOID03.
 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     -   558,180.       62,560.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0514.See file dsdata.txt to determine how the superseded data were derived.
 LB0514
 LB0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK759586(NAD 83)
 LB0514_MARKER: DB = BENCH MARK DISK
 LB0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0514_STAMPING: E 207 1946
 LB0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0514+STABILITY: SURFACE MOTION
 LB0514
 LB0514  HISTORY     - Date     Condition        Report By
 LB0514  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0462 ***********************************************************************
 LB0462  DESIGNATION -  E 208
 LB0462  PID         -  LB0462
 LB0462  STATE/COUNTY-  IN/TIPTON
 LB0462  USGS QUAD   -  KOKOMO WEST (1992)
 LB0462
 LB0462                         *CURRENT SURVEY CONTROL
 LB0462  ___________________________________________________________________
 LB0462* NAD 83(1986)-  40 22 57.     (N)    086 09 53.     (W)     SCALED    
 LB0462* NAVD 88     -       270.949  (meters)     888.94   (feet)  ADJUSTED  
 LB0462  ___________________________________________________________________
 LB0462  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LB0462  DYNAMIC HT  -         270.805 (meters)     888.47  (feet)  COMP
 LB0462  MODELED GRAV-     980,086.2   (mgal)                       NAVD 88
 LB0462
 LB0462  VERT ORDER  -  SECOND    CLASS 0
 LB0462
 LB0462.The horizontal coordinates were scaled from a topographic map and have
 LB0462.an estimated accuracy of +/- 6 seconds.
 LB0462
 LB0462.The orthometric height was determined by differential leveling
 LB0462.and adjusted by the National Geodetic Survey in June 1991..
 LB0462
 LB0462.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0462.See file dsdata.txt to determine how the superseded data were derived.
 LB0462
 LB0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK709705(NAD 83)
 LB0462_MARKER: DB = BENCH MARK DISK
 LB0462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0462_SP_SET: FENCE POST
 LB0462_STAMPING: E 208 1946
 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 = OCTOBER  6, 2006
 LA1436 ***********************************************************************
 LA1436  DESIGNATION -  E 209
 LA1436  PID         -  LA1436
 LA1436  STATE/COUNTY-  IN/MADISON
 LA1436  USGS QUAD   -  LAPEL (1994)
 LA1436
 LA1436                         *CURRENT SURVEY CONTROL
 LA1436  ___________________________________________________________________
 LA1436* NAD 83(1986)-  40 04 30.     (N)    085 49 45.     (W)     SCALED    
 LA1436* NAVD 88     -       264.102  (meters)     866.47   (feet)  ADJUSTED  
 LA1436  ___________________________________________________________________
 LA1436  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 LA1436  DYNAMIC HT  -         263.959 (meters)     866.01  (feet)  COMP
 LA1436  MODELED GRAV-     980,076.6   (mgal)                       NAVD 88
 LA1436
 LA1436  VERT ORDER  -  SECOND    CLASS 0
 LA1436
 LA1436.The horizontal coordinates were scaled from a topographic map and have
 LA1436.an estimated accuracy of +/- 6 seconds.
 LA1436
 LA1436.The orthometric height was determined by differential leveling
 LA1436.and adjusted by the National Geodetic Survey in June 1991..
 LA1436
 LA1436.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1436.See file dsdata.txt to determine how the superseded data were derived.
 LA1436
 LA1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK998367(NAD 83)
 LA1436_MARKER: DB = BENCH MARK DISK
 LA1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1436_STAMPING: E 209 1946
 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 = OCTOBER  6, 2006
 MD0749 ***********************************************************************
 MD0749  DESIGNATION -  E 21
 MD0749  PID         -  MD0749
 MD0749  STATE/COUNTY-  IN/NOBLE
 MD0749  USGS QUAD   -  KENDALLVILLE (1979)
 MD0749
 MD0749                         *CURRENT SURVEY CONTROL
 MD0749  ___________________________________________________________________
 MD0749* NAD 83(1986)-  41 27 03.     (N)    085 21 58.     (W)     SCALED    
 MD0749* NAVD 88     -       289.871  (meters)     951.02   (feet)  ADJUSTED  
 MD0749  ___________________________________________________________________
 MD0749  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 MD0749  DYNAMIC HT  -         289.753 (meters)     950.63  (feet)  COMP
 MD0749  MODELED GRAV-     980,210.5   (mgal)                       NAVD 88
 MD0749
 MD0749  VERT ORDER  -  SECOND    CLASS 0
 MD0749
 MD0749.The horizontal coordinates were scaled from a topographic map and have
 MD0749.an estimated accuracy of +/- 6 seconds.
 MD0749
 MD0749.The orthometric height was determined by differential leveling
 MD0749.and adjusted by the National Geodetic Survey in June 1991..
 MD0749
 MD0749.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0749.See file dsdata.txt to determine how the superseded data were derived.
 MD0749
 MD0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL364900(NAD 83)
 MD0749_MARKER: DB = BENCH MARK DISK
 MD0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0749_STAMPING: E 21 1934
 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             NGS
 MD0749
 MD0749                          STATION DESCRIPTION
 MD0749
 MD0749'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0485 ***********************************************************************
 LB0485  DESIGNATION -  E 210
 LB0485  PID         -  LB0485
 LB0485  STATE/COUNTY-  IN/BOONE
 LB0485  USGS QUAD   -  SHERIDAN (1992)
 LB0485
 LB0485                         *CURRENT SURVEY CONTROL
 LB0485  ___________________________________________________________________
 LB0485* NAD 83(1986)-  40 10 23.     (N)    086 14 32.     (W)     SCALED    
 LB0485* NAVD 88     -       286.885  (meters)     941.22   (feet)  ADJUSTED  
 LB0485  ___________________________________________________________________
 LB0485  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 LB0485  DYNAMIC HT  -         286.727 (meters)     940.70  (feet)  COMP
 LB0485  MODELED GRAV-     980,065.4   (mgal)                       NAVD 88
 LB0485
 LB0485  VERT ORDER  -  SECOND    CLASS 0
 LB0485
 LB0485.The horizontal coordinates were scaled from a topographic map and have
 LB0485.an estimated accuracy of +/- 6 seconds.
 LB0485
 LB0485.The orthometric height was determined by differential leveling
 LB0485.and adjusted by the National Geodetic Survey in June 1991..
 LB0485
 LB0485.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0485.See file dsdata.txt to determine how the superseded data were derived.
 LB0485
 LB0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK645472(NAD 83)
 LB0485_MARKER: DB = BENCH MARK DISK
 LB0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0485_STAMPING: E 210 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1961
 LB0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0435 ***********************************************************************
 LB0435  DESIGNATION -  E 211
 LB0435  PID         -  LB0435
 LB0435  STATE/COUNTY-  IN/HOWARD
 LB0435  USGS QUAD   -  RUSSIAVILLE (1961)
 LB0435
 LB0435                         *CURRENT SURVEY CONTROL
 LB0435  ___________________________________________________________________
 LB0435* NAD 83(1986)-  40 24 20.     (N)    086 17 11.     (W)     SCALED    
 LB0435* NAVD 88     -       261.278  (meters)     857.21   (feet)  ADJUSTED  
 LB0435  ___________________________________________________________________
 LB0435  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 LB0435  DYNAMIC HT  -         261.140 (meters)     856.76  (feet)  COMP
 LB0435  MODELED GRAV-     980,091.1   (mgal)                       NAVD 88
 LB0435
 LB0435  VERT ORDER  -  SECOND    CLASS 0
 LB0435
 LB0435.The horizontal coordinates were scaled from a topographic map and have
 LB0435.an estimated accuracy of +/- 6 seconds.
 LB0435
 LB0435.The orthometric height was determined by differential leveling
 LB0435.and adjusted by the National Geodetic Survey in June 1991..
 LB0435
 LB0435.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0435.See file dsdata.txt to determine how the superseded data were derived.
 LB0435
 LB0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK605730(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0566 ***********************************************************************
 LB0566  DESIGNATION -  E 212 RESET
 LB0566  PID         -  LB0566
 LB0566  STATE/COUNTY-  IN/HAMILTON
 LB0566  USGS QUAD   -  NOBLESVILLE (1992)
 LB0566
 LB0566                         *CURRENT SURVEY CONTROL
 LB0566  ___________________________________________________________________
 LB0566* NAD 83(1986)-  40 04 21.     (N)    086 00 52.     (W)     SCALED    
 LB0566* NAVD 88     -       242.73   (meters)     796.4    (feet)  RESET     
 LB0566  ___________________________________________________________________
 LB0566  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 LB0566
 LB0566  VERT ORDER  -  THIRD
 LB0566
 LB0566.The horizontal coordinates were scaled from a topographic map and have
 LB0566.an estimated accuracy of +/- 6 seconds.
 LB0566
 LB0566.The orthometric height was computed from unverified reset data.
 LB0566
 LB0566.The geoid height was determined by GEOID03.
 LB0566
 LB0566;                    North         East    Units  Estimated Accuracy
 LB0566;SPC IN E     -   535,630.       70,330.      MT  (+/- 180 meters Scaled)
 LB0566
 LB0566                          SUPERSEDED SURVEY CONTROL
 LB0566
 LB0566.No superseded survey control is available for this station.
 LB0566
 LB0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK840362(NAD 83)
 LB0566_MARKER: DB = BENCH MARK DISK
 LB0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0566_STAMPING: E 212 RESET 1953
 LB0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0566+STABILITY: SURFACE MOTION
 LB0566
 LB0566  HISTORY     - Date     Condition        Report By
 LB0566  HISTORY     - 1953     MONUMENTED       INHD
 LB0566  HISTORY     - 1955     GOOD             NGS
 LB0566
 LB0566                          STATION DESCRIPTION
 LB0566
 LB0566'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0974 ***********************************************************************
 LA0974  DESIGNATION -  E 213
 LA0974  PID         -  LA0974
 LA0974  STATE/COUNTY-  IN/HUNTINGTON
 LA0974  USGS QUAD   -  WARREN (1994)
 LA0974
 LA0974                         *CURRENT SURVEY CONTROL
 LA0974  ___________________________________________________________________
 LA0974* NAD 83(1986)-  40 44 31.     (N)    085 26 41.     (W)     SCALED    
 LA0974* NAVD 88     -       257.158  (meters)     843.69   (feet)  ADJUSTED  
 LA0974  ___________________________________________________________________
 LA0974  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 LA0974  DYNAMIC HT  -         257.033 (meters)     843.28  (feet)  COMP
 LA0974  MODELED GRAV-     980,130.7   (mgal)                       NAVD 88
 LA0974
 LA0974  VERT ORDER  -  SECOND    CLASS 0
 LA0974
 LA0974.The horizontal coordinates were scaled from a topographic map and have
 LA0974.an estimated accuracy of +/- 6 seconds.
 LA0974
 LA0974.The orthometric height was determined by differential leveling
 LA0974.and adjusted by the National Geodetic Survey in June 1991..
 LA0974
 LA0974.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0974.See file dsdata.txt to determine how the superseded data were derived.
 LA0974
 LA0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL313112(NAD 83)
 LA0974_MARKER: DB = BENCH MARK DISK
 LA0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0974_STAMPING: E 213 1947
 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 = OCTOBER  6, 2006
 LA0906 ***********************************************************************
 LA0906  CBN         -  This is a Cooperative Base Network Control Station.
 LA0906  DESIGNATION -  E 214
 LA0906  PID         -  LA0906
 LA0906  STATE/COUNTY-  IN/HUNTINGTON
 LA0906  USGS QUAD   -  MARKLE (1973)
 LA0906
 LA0906                         *CURRENT SURVEY CONTROL
 LA0906  ___________________________________________________________________
 LA0906* NAD 83(1997)-  40 45 23.26636(N)    085 22 25.44509(W)     ADJUSTED  
 LA0906* NAVD 88     -       261.751  (meters)     858.76   (feet)  ADJUSTED  
 LA0906  ___________________________________________________________________
 LA0906  X           -     390,250.397 (meters)                     COMP
 LA0906  Y           -  -4,822,699.696 (meters)                     COMP
 LA0906  Z           -   4,142,123.011 (meters)                     COMP
 LA0906  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 LA0906  ELLIP HEIGHT-         227.79  (meters)          (04/10/98) GPS OBS
 LA0906  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LA0906  DYNAMIC HT  -         261.625 (meters)     858.35  (feet)  COMP
 LA0906  MODELED GRAV-     980,134.0   (mgal)                       NAVD 88
 LA0906
 LA0906  HORZ ORDER  -  B
 LA0906  VERT ORDER  -  SECOND    CLASS 0
 LA0906  ELLP ORDER  -  FOURTH    CLASS I
 LA0906
 LA0906.The horizontal coordinates were established by GPS observations
 LA0906.and adjusted by the National Geodetic Survey in April 1998..
 LA0906
 LA0906.The orthometric height was determined by differential leveling
 LA0906.and adjusted by the National Geodetic Survey in June 1991..
 LA0906
 LA0906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA0906
 LA0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA0906
 LA0906.The ellipsoidal height was determined by GPS observations
 LA0906.and is referenced to NAD 83.
 LA0906
 LA0906.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 LA0906;SPC IN E     -   611,555.202   124,735.565   MT  0.99997419   +0 11 28.5
 LA0906;SPC IN E     - 2,006,410.69    409,236.60   sFT  0.99997419   +0 11 28.5
 LA0906;UTM  16      - 4,512,994.764   637,276.341   MT  0.99983195   +1 03 42.7
 LA0906
 LA0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0906!SPC IN E     -   0.99996427  x   0.99997419  =   0.99993846
 LA0906!UTM  16      -   0.99996427  x   0.99983195  =   0.99979623
 LA0906
 LA0906                          SUPERSEDED SURVEY CONTROL
 LA0906
 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 (04/10/98)  261.75   (m)          858.8    (f) LEVELING    3  
 LA0906  NGVD 29 (??/??/92)  261.882  (m)          859.19   (f) ADJ UNCH    2 0
 LA0906
 LA0906.Superseded values are not recommended for survey control.
 LA0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0906.See file dsdata.txt to determine how the superseded data were derived.
 LA0906
 LA0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3727612995(NAD 83)
 LA0906_MARKER: DB = BENCH MARK DISK
 LA0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0906_STAMPING: E 214 1947
 LA0906_MARK LOGO: CGS   
 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 - July 26, 1998
 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
 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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0942 ***********************************************************************
 LA0942  DESIGNATION -  E 215
 LA0942  PID         -  LA0942
 LA0942  STATE/COUNTY-  IN/BLACKFORD
 LA0942  USGS QUAD   -  ROLL (1994)
 LA0942
 LA0942                         *CURRENT SURVEY CONTROL
 LA0942  ___________________________________________________________________
 LA0942* NAD 83(1986)-  40 33 09.     (N)    085 24 34.     (W)     SCALED    
 LA0942* NAVD 88     -       268.692  (meters)     881.53   (feet)  ADJUSTED  
 LA0942  ___________________________________________________________________
 LA0942  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 LA0942  DYNAMIC HT  -         268.555 (meters)     881.08  (feet)  COMP
 LA0942  MODELED GRAV-     980,108.9   (mgal)                       NAVD 88
 LA0942
 LA0942  VERT ORDER  -  SECOND    CLASS 0
 LA0942
 LA0942.The horizontal coordinates were scaled from a topographic map and have
 LA0942.an estimated accuracy of +/- 6 seconds.
 LA0942
 LA0942.The orthometric height was determined by differential leveling
 LA0942.and adjusted by the National Geodetic Survey in June 1991..
 LA0942
 LA0942.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0942.See file dsdata.txt to determine how the superseded data were derived.
 LA0942
 LA0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK346902(NAD 83)
 LA0942_MARKER: DB = BENCH MARK DISK
 LA0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0942_STAMPING: E 215 1947
 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 = OCTOBER  6, 2006
 LA1500 ***********************************************************************
 LA1500  DESIGNATION -  E 217
 LA1500  PID         -  LA1500
 LA1500  STATE/COUNTY-  IN/GRANT
 LA1500  USGS QUAD   -  GAS CITY (1994)
 LA1500
 LA1500                         *CURRENT SURVEY CONTROL
 LA1500  ___________________________________________________________________
 LA1500* NAD 83(1986)-  40 23 22.     (N)    085 32 56.     (W)     SCALED    
 LA1500* NAVD 88     -       268.686  (meters)     881.51   (feet)  ADJUSTED  
 LA1500  ___________________________________________________________________
 LA1500  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 LA1500  DYNAMIC HT  -         268.548 (meters)     881.06  (feet)  COMP
 LA1500  MODELED GRAV-     980,104.7   (mgal)                       NAVD 88
 LA1500
 LA1500  VERT ORDER  -  SECOND    CLASS 0
 LA1500
 LA1500.The horizontal coordinates were scaled from a topographic map and have
 LA1500.an estimated accuracy of +/- 6 seconds.
 LA1500
 LA1500.The orthometric height was determined by differential leveling
 LA1500.and adjusted by the National Geodetic Survey in June 1991..
 LA1500
 LA1500.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1500.See file dsdata.txt to determine how the superseded data were derived.
 LA1500
 LA1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK231719(NAD 83)
 LA1500_MARKER: DB = BENCH MARK DISK
 LA1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1500_STAMPING: E 217 1947
 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 = OCTOBER  6, 2006
 LA1269 ***********************************************************************
 LA1269  DESIGNATION -  E 218
 LA1269  PID         -  LA1269
 LA1269  STATE/COUNTY-  IN/DELAWARE
 LA1269  USGS QUAD   -  WHEELING (1994)
 LA1269
 LA1269                         *CURRENT SURVEY CONTROL
 LA1269  ___________________________________________________________________
 LA1269* NAD 83(1986)-  40 16 36.     (N)    085 27 43.     (W)     SCALED    
 LA1269* NAVD 88     -       276.790  (meters)     908.10   (feet)  ADJUSTED  
 LA1269  ___________________________________________________________________
 LA1269  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 LA1269  DYNAMIC HT  -         276.645 (meters)     907.63  (feet)  COMP
 LA1269  MODELED GRAV-     980,096.5   (mgal)                       NAVD 88
 LA1269
 LA1269  VERT ORDER  -  SECOND    CLASS 0
 LA1269
 LA1269.The horizontal coordinates were scaled from a topographic map and have
 LA1269.an estimated accuracy of +/- 6 seconds.
 LA1269
 LA1269.The orthometric height was determined by differential leveling
 LA1269.and adjusted by the National Geodetic Survey in June 1991..
 LA1269
 LA1269.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1269.See file dsdata.txt to determine how the superseded data were derived.
 LA1269
 LA1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK307596(NAD 83)
 LA1269_MARKER: DB = BENCH MARK DISK
 LA1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1269_STAMPING: E 218 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1221 ***********************************************************************
 LA1221  DESIGNATION -  E 219
 LA1221  PID         -  LA1221
 LA1221  STATE/COUNTY-  IN/DELAWARE
 LA1221  USGS QUAD   -  MUNCIE WEST (1992)
 LA1221
 LA1221                         *CURRENT SURVEY CONTROL
 LA1221  ___________________________________________________________________
 LA1221* NAD 83(1986)-  40 14 00.     (N)    085 24 39.     (W)     SCALED    
 LA1221* NAVD 88     -       284.386  (meters)     933.02   (feet)  ADJUSTED  
 LA1221  ___________________________________________________________________
 LA1221  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 LA1221  DYNAMIC HT  -         284.236 (meters)     932.53  (feet)  COMP
 LA1221  MODELED GRAV-     980,090.9   (mgal)                       NAVD 88
 LA1221
 LA1221  VERT ORDER  -  SECOND    CLASS 0
 LA1221
 LA1221.The horizontal coordinates were scaled from a topographic map and have
 LA1221.an estimated accuracy of +/- 6 seconds.
 LA1221
 LA1221.The orthometric height was determined by differential leveling
 LA1221.and adjusted by the National Geodetic Survey in June 1991..
 LA1221
 LA1221.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1221.See file dsdata.txt to determine how the superseded data were derived.
 LA1221
 LA1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK351548(NAD 83)
 LA1221_MARKER: DB = BENCH MARK DISK
 LA1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1221_STAMPING: E 219 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0616 ***********************************************************************
 MD0616  DESIGNATION -  E 22
 MD0616  PID         -  MD0616
 MD0616  STATE/COUNTY-  IN/STEUBEN
 MD0616  USGS QUAD   -  ASHLEY (1993)
 MD0616
 MD0616                         *CURRENT SURVEY CONTROL
 MD0616  ___________________________________________________________________
 MD0616* NAD 83(1986)-  41 32 30.     (N)    085 01 16.     (W)     SCALED    
 MD0616* NAVD 88     -       300.449  (meters)     985.72   (feet)  ADJUSTED  
 MD0616  ___________________________________________________________________
 MD0616  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 MD0616  DYNAMIC HT  -         300.335 (meters)     985.35  (feet)  COMP
 MD0616  MODELED GRAV-     980,233.8   (mgal)                       NAVD 88
 MD0616
 MD0616  VERT ORDER  -  SECOND    CLASS 0
 MD0616
 MD0616.The horizontal coordinates were scaled from a topographic map and have
 MD0616.an estimated accuracy of +/- 6 seconds.
 MD0616
 MD0616.The orthometric height was determined by differential leveling
 MD0616.and adjusted by the National Geodetic Survey in June 1991..
 MD0616
 MD0616.The geoid height was determined by GEOID03.
 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     -   698,910.      153,870.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0616.See file dsdata.txt to determine how the superseded data were derived.
 MD0616
 MD0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM650007(NAD 83)
 MD0616_MARKER: DB = BENCH MARK DISK
 MD0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0616_STAMPING: E 22 1934
 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             NGS
 MD0616
 MD0616                          STATION DESCRIPTION
 MD0616
 MD0616'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1244 ***********************************************************************
 LA1244  DESIGNATION -  E 220
 LA1244  PID         -  LA1244
 LA1244  STATE/COUNTY-  IN/BLACKFORD
 LA1244  USGS QUAD   -  HARTFORD CITY EAST (1994)
 LA1244
 LA1244                         *CURRENT SURVEY CONTROL
 LA1244  ___________________________________________________________________
 LA1244* NAD 83(1986)-  40 26 57.     (N)    085 16 36.     (W)     SCALED    
 LA1244* NAVD 88     -       277.828  (meters)     911.51   (feet)  ADJUSTED  
 LA1244  ___________________________________________________________________
 LA1244  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 LA1244  DYNAMIC HT  -         277.687 (meters)     911.04  (feet)  COMP
 LA1244  MODELED GRAV-     980,108.9   (mgal)                       NAVD 88
 LA1244
 LA1244  VERT ORDER  -  SECOND    CLASS 0
 LA1244
 LA1244.The horizontal coordinates were scaled from a topographic map and have
 LA1244.an estimated accuracy of +/- 6 seconds.
 LA1244
 LA1244.The orthometric height was determined by differential leveling
 LA1244.and adjusted by the National Geodetic Survey in June 1991..
 LA1244
 LA1244.The geoid height was determined by GEOID03.
 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     -   577,460.      133,080.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1244.See file dsdata.txt to determine how the superseded data were derived.
 LA1244
 LA1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK461790(NAD 83)
 LA1244_MARKER: DB = BENCH MARK DISK
 LA1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1244_STAMPING: E 220 1947
 LA1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1244+STABILITY: SURFACE MOTION
 LA1244
 LA1244  HISTORY     - Date     Condition        Report By
 LA1244  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0665 ***********************************************************************
 LA0665  DESIGNATION -  E 221
 LA0665  PID         -  LA0665
 LA0665  STATE/COUNTY-  IN/ADAMS
 LA0665  USGS QUAD   -  DECATUR (1992)
 LA0665
 LA0665                         *CURRENT SURVEY CONTROL
 LA0665  ___________________________________________________________________
 LA0665* NAD 83(1986)-  40 50 54.     (N)    084 56 15.     (W)     SCALED    
 LA0665* NAVD 88     -       239.373  (meters)     785.34   (feet)  ADJUSTED  
 LA0665  ___________________________________________________________________
 LA0665  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 LA0665  DYNAMIC HT  -         239.268 (meters)     785.00  (feet)  COMP
 LA0665  MODELED GRAV-     980,179.7   (mgal)                       NAVD 88
 LA0665
 LA0665  VERT ORDER  -  SECOND    CLASS 0
 LA0665
 LA0665.The horizontal coordinates were scaled from a topographic map and have
 LA0665.an estimated accuracy of +/- 6 seconds.
 LA0665
 LA0665.The orthometric height was determined by differential leveling
 LA0665.and adjusted by the National Geodetic Survey in June 1991..
 LA0665
 LA0665.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0665.See file dsdata.txt to determine how the superseded data were derived.
 LA0665
 LA0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL738239(NAD 83)
 LA0665_MARKER: DD = SURVEY DISK
 LA0665_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0665_SP_SET: PIER
 LA0665_STAMPING: E 221 1947
 LA0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0665
 LA0665  HISTORY     - Date     Condition        Report By
 LA0665  HISTORY     - 1947     MONUMENTED       INHD
 LA0665  HISTORY     - 1947     GOOD             NGS
 LA0665
 LA0665                          STATION DESCRIPTION
 LA0665
 LA0665'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0851 ***********************************************************************
 LA0851  DESIGNATION -  E 222
 LA0851  PID         -  LA0851
 LA0851  STATE/COUNTY-  IN/ALLEN
 LA0851  USGS QUAD   -  POE (1994)
 LA0851
 LA0851                         *CURRENT SURVEY CONTROL
 LA0851  ___________________________________________________________________
 LA0851* NAD 83(1986)-  40 55 54.     (N)    085 07 11.     (W)     SCALED    
 LA0851* NAVD 88     -       244.855  (meters)     803.33   (feet)  ADJUSTED  
 LA0851  ___________________________________________________________________
 LA0851  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 LA0851  DYNAMIC HT  -         244.748 (meters)     802.98  (feet)  COMP
 LA0851  MODELED GRAV-     980,183.2   (mgal)                       NAVD 88
 LA0851
 LA0851  VERT ORDER  -  SECOND    CLASS 0
 LA0851
 LA0851.The horizontal coordinates were scaled from a topographic map and have
 LA0851.an estimated accuracy of +/- 6 seconds.
 LA0851
 LA0851.The orthometric height was determined by differential leveling
 LA0851.and adjusted by the National Geodetic Survey in June 1991..
 LA0851
 LA0851.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0851.See file dsdata.txt to determine how the superseded data were derived.
 LA0851
 LA0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL583328(NAD 83)
 LA0851_MARKER: DB = BENCH MARK DISK
 LA0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0851_STAMPING: E 222 1947
 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             NGS
 LA0851
 LA0851                          STATION DESCRIPTION
 LA0851
 LA0851'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0716 ***********************************************************************
 LA0716  DESIGNATION -  E 223
 LA0716  PID         -  LA0716
 LA0716  STATE/COUNTY-  IN/ALLEN
 LA0716  USGS QUAD   -  HOAGLAND (1994)
 LA0716
 LA0716                         *CURRENT SURVEY CONTROL
 LA0716  ___________________________________________________________________
 LA0716* NAD 83(1986)-  40 59 06.     (N)    084 53 40.     (W)     SCALED    
 LA0716* NAVD 88     -       239.637  (meters)     786.21   (feet)  ADJUSTED  
 LA0716  ___________________________________________________________________
 LA0716  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 LA0716  DYNAMIC HT  -         239.537 (meters)     785.88  (feet)  COMP
 LA0716  MODELED GRAV-     980,201.6   (mgal)                       NAVD 88
 LA0716
 LA0716  VERT ORDER  -  SECOND    CLASS 0
 LA0716
 LA0716.The horizontal coordinates were scaled from a topographic map and have
 LA0716.an estimated accuracy of +/- 6 seconds.
 LA0716
 LA0716.The orthometric height was determined by differential leveling
 LA0716.and adjusted by the National Geodetic Survey in June 1991..
 LA0716
 LA0716.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0716.See file dsdata.txt to determine how the superseded data were derived.
 LA0716
 LA0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL771392(NAD 83)
 LA0716_MARKER: DB = BENCH MARK DISK
 LA0716_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0716_SP_SET: BRIDGE
 LA0716_STAMPING: E 223 1947
 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 = OCTOBER  6, 2006
 LA0621 ***********************************************************************
 LA0621  DESIGNATION -  E 224
 LA0621  PID         -  LA0621
 LA0621  STATE/COUNTY-  IN/ADAMS
 LA0621  USGS QUAD   -  DECATUR (1992)
 LA0621
 LA0621                         *CURRENT SURVEY CONTROL
 LA0621  ___________________________________________________________________
 LA0621* NAD 83(1986)-  40 49 03.     (N)    084 56 15.     (W)     SCALED    
 LA0621* NAVD 88     -       244.657  (meters)     802.68   (feet)  ADJUSTED  
 LA0621  ___________________________________________________________________
 LA0621  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 LA0621  DYNAMIC HT  -         244.548 (meters)     802.32  (feet)  COMP
 LA0621  MODELED GRAV-     980,174.0   (mgal)                       NAVD 88
 LA0621
 LA0621  VERT ORDER  -  SECOND    CLASS 0
 LA0621
 LA0621.The horizontal coordinates were scaled from a topographic map and have
 LA0621.an estimated accuracy of +/- 6 seconds.
 LA0621
 LA0621.The orthometric height was determined by differential leveling
 LA0621.and adjusted by the National Geodetic Survey in June 1991..
 LA0621
 LA0621.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0621.See file dsdata.txt to determine how the superseded data were derived.
 LA0621
 LA0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL739205(NAD 83)
 LA0621_MARKER: DB = BENCH MARK DISK
 LA0621_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0621_SP_SET: CULVERT
 LA0621_STAMPING: E 224 1947
 LA0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA0833 ***********************************************************************
 LA0833  DESIGNATION -  E 225
 LA0833  PID         -  LA0833
 LA0833  STATE/COUNTY-  IN/WELLS
 LA0833  USGS QUAD   -  BLUFFTON (1988)
 LA0833
 LA0833                         *CURRENT SURVEY CONTROL
 LA0833  ___________________________________________________________________
 LA0833* NAD 83(1986)-  40 39 19.     (N)    085 07 45.     (W)     SCALED    
 LA0833* NAVD 88     -       256.184  (meters)     840.50   (feet)  ADJUSTED  
 LA0833  ___________________________________________________________________
 LA0833  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 LA0833  DYNAMIC HT  -         256.060 (meters)     840.09  (feet)  COMP
 LA0833  MODELED GRAV-     980,133.1   (mgal)                       NAVD 88
 LA0833
 LA0833  VERT ORDER  -  SECOND    CLASS 0
 LA0833
 LA0833.The horizontal coordinates were scaled from a topographic map and have
 LA0833.an estimated accuracy of +/- 6 seconds.
 LA0833
 LA0833.The orthometric height was determined by differential leveling
 LA0833.and adjusted by the National Geodetic Survey in June 1991..
 LA0833
 LA0833.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0833.See file dsdata.txt to determine how the superseded data were derived.
 LA0833
 LA0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL581021(NAD 83)
 LA0833_MARKER: DB = BENCH MARK DISK
 LA0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0833_STAMPING: E-225-1947
 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             NGS
 LA0833
 LA0833                          STATION DESCRIPTION
 LA0833
 LA0833'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0645 ***********************************************************************
 LA0645  DESIGNATION -  E 226
 LA0645  PID         -  LA0645
 LA0645  STATE/COUNTY-  IN/ADAMS
 LA0645  USGS QUAD   -  GENEVA (1994)
 LA0645
 LA0645                         *CURRENT SURVEY CONTROL
 LA0645  ___________________________________________________________________
 LA0645* NAD 83(1986)-  40 34 13.     (N)    084 57 34.     (W)     SCALED    
 LA0645* NAVD 88     -       256.860  (meters)     842.71   (feet)  ADJUSTED  
 LA0645  ___________________________________________________________________
 LA0645  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 LA0645  DYNAMIC HT  -         256.736 (meters)     842.31  (feet)  COMP
 LA0645  MODELED GRAV-     980,137.0   (mgal)                       NAVD 88
 LA0645
 LA0645  VERT ORDER  -  SECOND    CLASS 0
 LA0645
 LA0645.The horizontal coordinates were scaled from a topographic map and have
 LA0645.an estimated accuracy of +/- 6 seconds.
 LA0645
 LA0645.The orthometric height was determined by differential leveling
 LA0645.and adjusted by the National Geodetic Survey in June 1991..
 LA0645
 LA0645.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0645.See file dsdata.txt to determine how the superseded data were derived.
 LA0645
 LA0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK727930(NAD 83)
 LA0645_MARKER: DB = BENCH MARK DISK
 LA0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0645_STAMPING: E 226 1947
 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 = OCTOBER  6, 2006
 LA0542 ***********************************************************************
 LA0542  DESIGNATION -  E 227
 LA0542  PID         -  LA0542
 LA0542  STATE/COUNTY-  IN/JAY
 LA0542  USGS QUAD   -  NEW CORYDON (1994)
 LA0542
 LA0542                         *CURRENT SURVEY CONTROL
 LA0542  ___________________________________________________________________
 LA0542* NAD 83(1986)-  40 32 33.     (N)    084 49 43.     (W)     SCALED    
 LA0542* NAVD 88     -       262.608  (meters)     861.57   (feet)  ADJUSTED  
 LA0542  ___________________________________________________________________
 LA0542  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 LA0542  DYNAMIC HT  -         262.481 (meters)     861.16  (feet)  COMP
 LA0542  MODELED GRAV-     980,137.8   (mgal)                       NAVD 88
 LA0542
 LA0542  VERT ORDER  -  SECOND    CLASS 0
 LA0542
 LA0542.The horizontal coordinates were scaled from a topographic map and have
 LA0542.an estimated accuracy of +/- 6 seconds.
 LA0542
 LA0542.The orthometric height was determined by differential leveling
 LA0542.and adjusted by the National Geodetic Survey in June 1991..
 LA0542
 LA0542.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0542.See file dsdata.txt to determine how the superseded data were derived.
 LA0542
 LA0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK838902(NAD 83)
 LA0542_MARKER: DB = BENCH MARK DISK
 LA0542_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0542_SP_SET: CULVERT
 LA0542_STAMPING: E 227 1947
 LA0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA0543 ***********************************************************************
 LA0543  DESIGNATION -  E 227 RESET 1962
 LA0543  PID         -  LA0543
 LA0543  STATE/COUNTY-  IN/JAY
 LA0543  USGS QUAD   -  NEW CORYDON (1994)
 LA0543
 LA0543                         *CURRENT SURVEY CONTROL
 LA0543  ___________________________________________________________________
 LA0543* NAD 83(1986)-  40 32 33.     (N)    084 49 43.     (W)     SCALED    
 LA0543* NAVD 88     -       262.13   (meters)     860.0    (feet)  RESET     
 LA0543  ___________________________________________________________________
 LA0543  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 LA0543
 LA0543  VERT ORDER  -  THIRD
 LA0543
 LA0543.The horizontal coordinates were scaled from a topographic map and have
 LA0543.an estimated accuracy of +/- 6 seconds.
 LA0543
 LA0543.The orthometric height was computed from unverified reset data.
 LA0543
 LA0543.The geoid height was determined by GEOID03.
 LA0543
 LA0543;                    North         East    Units  Estimated Accuracy
 LA0543;SPC IN E     -   588,090.      170,990.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0543.See file dsdata.txt to determine how the superseded data were derived.
 LA0543
 LA0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK838902(NAD 83)
 LA0543_MARKER: DB = BENCH MARK DISK
 LA0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0543_STAMPING: E 227 1947 RESET 1962
 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   BUTLER
 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 AND SEUFERT INC 2005 (JRC)
 LA0543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0438 ***********************************************************************
 LA0438  DESIGNATION -  E 228
 LA0438  PID         -  LA0438
 LA0438  STATE/COUNTY-  IN/RANDOLPH
 LA0438  USGS QUAD   -  UNION CITY (1994)
 LA0438
 LA0438                         *CURRENT SURVEY CONTROL
 LA0438  ___________________________________________________________________
 LA0438* NAD 83(1986)-  40 10 50.     (N)    084 49 31.     (W)     SCALED    
 LA0438* NAVD 88     -       336.683  (meters)    1104.60   (feet)  ADJUSTED  
 LA0438  ___________________________________________________________________
 LA0438  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 LA0438  DYNAMIC HT  -         336.504 (meters)    1104.01  (feet)  COMP
 LA0438  MODELED GRAV-     980,082.3   (mgal)                       NAVD 88
 LA0438
 LA0438  VERT ORDER  -  SECOND    CLASS 0
 LA0438
 LA0438.The horizontal coordinates were scaled from a topographic map and have
 LA0438.an estimated accuracy of +/- 6 seconds.
 LA0438
 LA0438.The orthometric height was determined by differential leveling
 LA0438.and adjusted by the National Geodetic Survey in June 1991..
 LA0438
 LA0438.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0438.See file dsdata.txt to determine how the superseded data were derived.
 LA0438
 LA0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK851500(NAD 83)
 LA0438_MARKER: DB = BENCH MARK DISK
 LA0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0438_STAMPING: E 228 1947
 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 = OCTOBER  6, 2006
 LA0414 ***********************************************************************
 LA0414  DESIGNATION -  E 229
 LA0414  PID         -  LA0414
 LA0414  STATE/COUNTY-  IN/RANDOLPH
 LA0414  USGS QUAD   -  LYNN (1994)
 LA0414
 LA0414                         *CURRENT SURVEY CONTROL
 LA0414  ___________________________________________________________________
 LA0414* NAD 83(1986)-  40 06 27.     (N)    084 59 17.     (W)     SCALED    
 LA0414* NAVD 88     -       359.433  (meters)    1179.24   (feet)  ADJUSTED  
 LA0414  ___________________________________________________________________
 LA0414  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 LA0414  DYNAMIC HT  -         359.230 (meters)    1178.57  (feet)  COMP
 LA0414  MODELED GRAV-     980,051.0   (mgal)                       NAVD 88
 LA0414
 LA0414  VERT ORDER  -  SECOND    CLASS 0
 LA0414
 LA0414.The horizontal coordinates were scaled from a topographic map and have
 LA0414.an estimated accuracy of +/- 6 seconds.
 LA0414
 LA0414.The orthometric height was determined by differential leveling
 LA0414.and adjusted by the National Geodetic Survey in June 1991..
 LA0414
 LA0414.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0414.See file dsdata.txt to determine how the superseded data were derived.
 LA0414
 LA0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK714416(NAD 83)
 LA0414_MARKER: DB = BENCH MARK DISK
 LA0414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0414_SP_SET: CULVERT
 LA0414_STAMPING: E 229 1947
 LA0414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA0796 ***********************************************************************
 LA0796  DESIGNATION -  E 23
 LA0796  PID         -  LA0796
 LA0796  STATE/COUNTY-  IN/WELLS
 LA0796  USGS QUAD   -  OSSIAN (1981)
 LA0796
 LA0796                         *CURRENT SURVEY CONTROL
 LA0796  ___________________________________________________________________
 LA0796* NAD 83(1986)-  40 54 27.     (N)    085 10 01.     (W)     SCALED    
 LA0796* NAVD 88     -       250.220  (meters)     820.93   (feet)  ADJUSTED  
 LA0796  ___________________________________________________________________
 LA0796  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 LA0796  DYNAMIC HT  -         250.108 (meters)     820.56  (feet)  COMP
 LA0796  MODELED GRAV-     980,171.0   (mgal)                       NAVD 88
 LA0796
 LA0796  VERT ORDER  -  SECOND    CLASS 0
 LA0796
 LA0796.The horizontal coordinates were scaled from a topographic map and have
 LA0796.an estimated accuracy of +/- 6 seconds.
 LA0796
 LA0796.The orthometric height was determined by differential leveling
 LA0796.and adjusted by the National Geodetic Survey in June 1991..
 LA0796.WARNING-Repeat measurements at this control monument indicate possible
 LA0796.vertical movement.
 LA0796
 LA0796.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0796.See file dsdata.txt to determine how the superseded data were derived.
 LA0796
 LA0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL543301(NAD 83)
 LA0796_MARKER: DB = BENCH MARK DISK
 LA0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0796_STAMPING: E-23-1934
 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             NGS
 LA0796
 LA0796                          STATION DESCRIPTION
 LA0796
 LA0796'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1161 ***********************************************************************
 JZ1161  DESIGNATION -  E 230
 JZ1161  PID         -  JZ1161
 JZ1161  STATE/COUNTY-  IN/WAYNE
 JZ1161  USGS QUAD   -  WHITEWATER (1960)
 JZ1161
 JZ1161                         *CURRENT SURVEY CONTROL
 JZ1161  ___________________________________________________________________
 JZ1161* NAD 83(1986)-  39 56 49.     (N)    084 52 07.     (W)     SCALED    
 JZ1161* NAVD 88     -       350.914  (meters)    1151.29   (feet)  ADJUSTED  
 JZ1161  ___________________________________________________________________
 JZ1161  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JZ1161  DYNAMIC HT  -         350.712 (meters)    1150.63  (feet)  COMP
 JZ1161  MODELED GRAV-     980,039.4   (mgal)                       NAVD 88
 JZ1161
 JZ1161  VERT ORDER  -  SECOND    CLASS 0
 JZ1161
 JZ1161.The horizontal coordinates were scaled from a topographic map and have
 JZ1161.an estimated accuracy of +/- 6 seconds.
 JZ1161
 JZ1161.The orthometric height was determined by differential leveling
 JZ1161.and adjusted by the National Geodetic Survey in June 1991..
 JZ1161
 JZ1161.The geoid height was determined by GEOID03.
 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     -   521,930.      168,200.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1161.See file dsdata.txt to determine how the superseded data were derived.
 JZ1161
 JZ1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK820240(NAD 83)
 JZ1161_MARKER: DB = BENCH MARK DISK
 JZ1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1161_STAMPING: E 230 1947
 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 = OCTOBER  6, 2006
 LA1097 ***********************************************************************
 LA1097  DESIGNATION -  E 231
 LA1097  PID         -  LA1097
 LA1097  STATE/COUNTY-  IN/JAY
 LA1097  USGS QUAD   -  BLAINE (1994)
 LA1097
 LA1097                         *CURRENT SURVEY CONTROL
 LA1097  ___________________________________________________________________
 LA1097* NAD 83(1986)-  40 22 35.     (N)    085 02 33.     (W)     SCALED    
 LA1097* NAVD 88     -       293.122  (meters)     961.68   (feet)  ADJUSTED  
 LA1097  ___________________________________________________________________
 LA1097  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 LA1097  DYNAMIC HT  -         292.973 (meters)     961.20  (feet)  COMP
 LA1097  MODELED GRAV-     980,110.8   (mgal)                       NAVD 88
 LA1097
 LA1097  VERT ORDER  -  SECOND    CLASS 0
 LA1097
 LA1097.The horizontal coordinates were scaled from a topographic map and have
 LA1097.an estimated accuracy of +/- 6 seconds.
 LA1097
 LA1097.The orthometric height was determined by differential leveling
 LA1097.and adjusted by the National Geodetic Survey in June 1991..
 LA1097
 LA1097.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1097.See file dsdata.txt to determine how the superseded data were derived.
 LA1097
 LA1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK661713(NAD 83)
 LA1097_MARKER: DB = BENCH MARK DISK
 LA1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1097_STAMPING: E 231 1947
 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 = OCTOBER  6, 2006
 LA0391 ***********************************************************************
 LA0391  DESIGNATION -  E 232
 LA0391  PID         -  LA0391
 LA0391  STATE/COUNTY-  IN/RANDOLPH
 LA0391  USGS QUAD   -  UNION CITY (1994)
 LA0391
 LA0391                         *CURRENT SURVEY CONTROL
 LA0391  ___________________________________________________________________
 LA0391* NAD 83(1986)-  40 14 20.     (N)    084 49 25.     (W)     SCALED    
 LA0391* NAVD 88     -       320.115  (meters)    1050.24   (feet)  ADJUSTED  
 LA0391  ___________________________________________________________________
 LA0391  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 LA0391  DYNAMIC HT  -         319.947 (meters)    1049.69  (feet)  COMP
 LA0391  MODELED GRAV-     980,094.2   (mgal)                       NAVD 88
 LA0391
 LA0391  VERT ORDER  -  SECOND    CLASS 0
 LA0391
 LA0391.The horizontal coordinates were scaled from a topographic map and have
 LA0391.an estimated accuracy of +/- 6 seconds.
 LA0391
 LA0391.The orthometric height was determined by differential leveling
 LA0391.and adjusted by the National Geodetic Survey in June 1991..
 LA0391
 LA0391.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0391.See file dsdata.txt to determine how the superseded data were derived.
 LA0391
 LA0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK851565(NAD 83)
 LA0391_MARKER: DB = BENCH MARK DISK
 LA0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0391_STAMPING: E 232 1947
 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 = OCTOBER  6, 2006
 ME1024 ***********************************************************************
 ME1024  DESIGNATION -  E 233
 ME1024  PID         -  ME1024
 ME1024  STATE/COUNTY-  IN/LAKE
 ME1024  USGS QUAD   -  WHITING (1991)
 ME1024
 ME1024                         *CURRENT SURVEY CONTROL
 ME1024  ___________________________________________________________________
 ME1024* NAD 83(1986)-  41 39 28.     (N)    087 27 22.     (W)     SCALED    
 ME1024* NAVD 88     -       179.502  (meters)     588.92   (feet)  ADJUSTED  
 ME1024  ___________________________________________________________________
 ME1024  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME1024  DYNAMIC HT  -         179.438 (meters)     588.71  (feet)  COMP
 ME1024  MODELED GRAV-     980,261.3   (mgal)                       NAVD 88
 ME1024
 ME1024  VERT ORDER  -  FIRST     CLASS II
 ME1024
 ME1024.The horizontal coordinates were scaled from a topographic map and have
 ME1024.an estimated accuracy of +/- 6 seconds.
 ME1024
 ME1024.The orthometric height was determined by differential leveling
 ME1024.and adjusted by the National Geodetic Survey in June 1991..
 ME1024
 ME1024.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1024.See file dsdata.txt to determine how the superseded data were derived.
 ME1024
 ME1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM620118(NAD 83)
 ME1024_MARKER: DB = BENCH MARK DISK
 ME1024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1024_SP_SET: ABUTMENT
 ME1024_STAMPING: E 233 1947
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1968
 ME1024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1207 ***********************************************************************
 LA1207  DESIGNATION -  E 234
 LA1207  PID         -  LA1207
 LA1207  STATE/COUNTY-  IN/DELAWARE
 LA1207  USGS QUAD   -  EATON (1981)
 LA1207
 LA1207                         *CURRENT SURVEY CONTROL
 LA1207  ___________________________________________________________________
 LA1207* NAD 83(1986)-  40 19 13.     (N)    085 22 10.     (W)     SCALED    
 LA1207* NAVD 88     -       277.430  (meters)     910.20   (feet)  ADJUSTED  
 LA1207  ___________________________________________________________________
 LA1207  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 LA1207  DYNAMIC HT  -         277.286 (meters)     909.73  (feet)  COMP
 LA1207  MODELED GRAV-     980,100.0   (mgal)                       NAVD 88
 LA1207
 LA1207  VERT ORDER  -  SECOND    CLASS 0
 LA1207
 LA1207.The horizontal coordinates were scaled from a topographic map and have
 LA1207.an estimated accuracy of +/- 6 seconds.
 LA1207
 LA1207.The orthometric height was determined by differential leveling
 LA1207.and adjusted by the National Geodetic Survey in June 1991..
 LA1207
 LA1207.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1207.See file dsdata.txt to determine how the superseded data were derived.
 LA1207
 LA1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK385645(NAD 83)
 LA1207_MARKER: DB = BENCH MARK DISK
 LA1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1207_STAMPING: E 234 1947
 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 = OCTOBER  6, 2006
 JZ2368 ***********************************************************************
 JZ2368  DESIGNATION -  E 235
 JZ2368  PID         -  JZ2368
 JZ2368  STATE/COUNTY-  IN/HANCOCK
 JZ2368  USGS QUAD   -  INGALLS (1981)
 JZ2368
 JZ2368                         *CURRENT SURVEY CONTROL
 JZ2368  ___________________________________________________________________
 JZ2368* NAD 83(1986)-  39 55 39.     (N)    085 51 35.     (W)     SCALED    
 JZ2368* NAVD 88     -       264.060  (meters)     866.34   (feet)  ADJUSTED  
 JZ2368  ___________________________________________________________________
 JZ2368  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ2368  DYNAMIC HT  -         263.912 (meters)     865.85  (feet)  COMP
 JZ2368  MODELED GRAV-     980,060.8   (mgal)                       NAVD 88
 JZ2368
 JZ2368  VERT ORDER  -  FIRST     CLASS II
 JZ2368
 JZ2368.The horizontal coordinates were scaled from a topographic map and have
 JZ2368.an estimated accuracy of +/- 6 seconds.
 JZ2368
 JZ2368.The orthometric height was determined by differential leveling
 JZ2368.and adjusted by the National Geodetic Survey in June 1991..
 JZ2368
 JZ2368.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2368.See file dsdata.txt to determine how the superseded data were derived.
 JZ2368
 JZ2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK974203(NAD 83)
 JZ2368_MARKER: DB = BENCH MARK DISK
 JZ2368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2368_STAMPING: E 235 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0272 ***********************************************************************
 KA0272  DESIGNATION -  E 237
 KA0272  PID         -  KA0272
 KA0272  STATE/COUNTY-  IN/MARION
 KA0272  USGS QUAD   -  FISHERS (1988)
 KA0272
 KA0272                         *CURRENT SURVEY CONTROL
 KA0272  ___________________________________________________________________
 KA0272* NAD 83(1986)-  39 55 35.     (N)    086 03 57.     (W)     SCALED    
 KA0272* NAVD 88     -       233.888  (meters)     767.35   (feet)  ADJUSTED  
 KA0272  ___________________________________________________________________
 KA0272  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KA0272  DYNAMIC HT  -         233.759 (meters)     766.92  (feet)  COMP
 KA0272  MODELED GRAV-     980,068.6   (mgal)                       NAVD 88
 KA0272
 KA0272  VERT ORDER  -  SECOND    CLASS 0
 KA0272
 KA0272.The horizontal coordinates were scaled from a topographic map and have
 KA0272.an estimated accuracy of +/- 6 seconds.
 KA0272
 KA0272.The orthometric height was determined by differential leveling
 KA0272.and adjusted by the National Geodetic Survey in June 1991..
 KA0272
 KA0272.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0272.See file dsdata.txt to determine how the superseded data were derived.
 KA0272
 KA0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK798200(NAD 83)
 KA0272_MARKER: DD = SURVEY DISK
 KA0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0272_STAMPING: E 237 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2469 ***********************************************************************
 JZ2469  DESIGNATION -  E 238
 JZ2469  PID         -  JZ2469
 JZ2469  STATE/COUNTY-  IN/MARION
 JZ2469  USGS QUAD   -  CUMBERLAND (1988)
 JZ2469
 JZ2469                         *CURRENT SURVEY CONTROL
 JZ2469  ___________________________________________________________________
 JZ2469* NAD 83(1986)-  39 45 19.     (N)    085 57 08.     (W)     SCALED    
 JZ2469* NAVD 88     -       255.744  (meters)     839.05   (feet)  ADJUSTED  
 JZ2469  ___________________________________________________________________
 JZ2469  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JZ2469  DYNAMIC HT  -         255.598 (meters)     838.57  (feet)  COMP
 JZ2469  MODELED GRAV-     980,047.2   (mgal)                       NAVD 88
 JZ2469
 JZ2469  VERT ORDER  -  SECOND    CLASS 0
 JZ2469
 JZ2469.The horizontal coordinates were scaled from a topographic map and have
 JZ2469.an estimated accuracy of +/- 6 seconds.
 JZ2469
 JZ2469.The orthometric height was determined by differential leveling
 JZ2469.and adjusted by the National Geodetic Survey in June 1991..
 JZ2469
 JZ2469.The geoid height was determined by GEOID03.
 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     -   500,390.       75,530.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2469.See file dsdata.txt to determine how the superseded data were derived.
 JZ2469
 JZ2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK897011(NAD 83)
 JZ2469_MARKER: DB = BENCH MARK DISK
 JZ2469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2469_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 JZ2574 ***********************************************************************
 JZ2574  DESIGNATION -  E 239
 JZ2574  PID         -  JZ2574
 JZ2574  STATE/COUNTY-  IN/HANCOCK
 JZ2574  USGS QUAD   -  ACTON (1981)
 JZ2574
 JZ2574                         *CURRENT SURVEY CONTROL
 JZ2574  ___________________________________________________________________
 JZ2574* NAD 83(1986)-  39 43 04.     (N)    085 52 34.     (W)     SCALED    
 JZ2574* NAVD 88     -       251.472  (meters)     825.04   (feet)  ADJUSTED  
 JZ2574  ___________________________________________________________________
 JZ2574  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JZ2574  DYNAMIC HT  -         251.327 (meters)     824.56  (feet)  COMP
 JZ2574  MODELED GRAV-     980,043.5   (mgal)                       NAVD 88
 JZ2574
 JZ2574  VERT ORDER  -  SECOND    CLASS 0
 JZ2574
 JZ2574.The horizontal coordinates were scaled from a topographic map and have
 JZ2574.an estimated accuracy of +/- 6 seconds.
 JZ2574
 JZ2574.The orthometric height was determined by differential leveling
 JZ2574.and adjusted by the National Geodetic Survey in June 1991..
 JZ2574
 JZ2574.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ2574
 JZ2574  NGVD 29 (??/??/92)  251.587  (m)          825.41   (f) ADJ UNCH    2 0
 JZ2574
 JZ2574.Superseded values are not recommended for survey control.
 JZ2574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2574.See file dsdata.txt to determine how the superseded data were derived.
 JZ2574
 JZ2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ963970(NAD 83)
 JZ2574_MARKER: DB = BENCH MARK DISK
 JZ2574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2574_STAMPING: E 239 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0679 ***********************************************************************
 ME0679  DESIGNATION -  E 24
 ME0679  PID         -  ME0679
 ME0679  STATE/COUNTY-  IN/STARKE
 ME0679  USGS QUAD   -  KNOX WEST (1980)
 ME0679
 ME0679                         *CURRENT SURVEY CONTROL
 ME0679  ___________________________________________________________________
 ME0679* NAD 83(1986)-  41 15 59.     (N)    086 41 06.     (W)     SCALED    
 ME0679* NAVD 88     -       211.322  (meters)     693.31   (feet)  ADJUSTED  
 ME0679  ___________________________________________________________________
 ME0679  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME0679  DYNAMIC HT  -         211.234 (meters)     693.02  (feet)  COMP
 ME0679  MODELED GRAV-     980,202.5   (mgal)                       NAVD 88
 ME0679
 ME0679  VERT ORDER  -  SECOND    CLASS 0
 ME0679
 ME0679.The horizontal coordinates were scaled from a topographic map and have
 ME0679.an estimated accuracy of +/- 6 seconds.
 ME0679
 ME0679.The orthometric height was determined by differential leveling
 ME0679.and adjusted by the National Geodetic Survey in June 1991..
 ME0679.WARNING-Repeat measurements at this control monument indicate possible
 ME0679.vertical movement.
 ME0679
 ME0679.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0679.See file dsdata.txt to determine how the superseded data were derived.
 ME0679
 ME0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL263683(NAD 83)
 ME0679_MARKER: DB = BENCH MARK DISK
 ME0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0679_STAMPING: E 24 1934
 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             NGS
 ME0679
 ME0679                          STATION DESCRIPTION
 ME0679
 ME0679'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2433 ***********************************************************************
 JZ2433  DESIGNATION -  E 240
 JZ2433  PID         -  JZ2433
 JZ2433  STATE/COUNTY-  IN/MADISON
 JZ2433  USGS QUAD   -  PENDLETON (1966)
 JZ2433
 JZ2433                         *CURRENT SURVEY CONTROL
 JZ2433  ___________________________________________________________________
 JZ2433* NAD 83(1986)-  39 59 35.     (N)    085 42 47.     (W)     SCALED    
 JZ2433* NAVD 88     -       272.748  (meters)     894.84   (feet)  ADJUSTED  
 JZ2433  ___________________________________________________________________
 JZ2433  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ2433  DYNAMIC HT  -         272.598 (meters)     894.35  (feet)  COMP
 JZ2433  MODELED GRAV-     980,068.0   (mgal)                       NAVD 88
 JZ2433
 JZ2433  VERT ORDER  -  SECOND    CLASS 0
 JZ2433
 JZ2433.The horizontal coordinates were scaled from a topographic map and have
 JZ2433.an estimated accuracy of +/- 6 seconds.
 JZ2433
 JZ2433.The orthometric height was determined by differential leveling
 JZ2433.and adjusted by the National Geodetic Survey in June 1991..
 JZ2433
 JZ2433.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2433.See file dsdata.txt to determine how the superseded data were derived.
 JZ2433
 JZ2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK098277(NAD 83)
 JZ2433_MARKER: DB = BENCH MARK DISK
 JZ2433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2433_STAMPING: E 240 1947
 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 = OCTOBER  6, 2006
 JZ2492 ***********************************************************************
 JZ2492  DESIGNATION -  E 241
 JZ2492  PID         -  JZ2492
 JZ2492  STATE/COUNTY-  IN/HANCOCK
 JZ2492  USGS QUAD   -  GREENFIELD (1983)
 JZ2492
 JZ2492                         *CURRENT SURVEY CONTROL
 JZ2492  ___________________________________________________________________
 JZ2492* NAD 83(1986)-  39 46 17.     (N)    085 50 22.     (W)     SCALED    
 JZ2492* NAVD 88     -       260.016  (meters)     853.07   (feet)  ADJUSTED  
 JZ2492  ___________________________________________________________________
 JZ2492  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ2492  DYNAMIC HT  -         259.866 (meters)     852.58  (feet)  COMP
 JZ2492  MODELED GRAV-     980,044.9   (mgal)                       NAVD 88
 JZ2492
 JZ2492  VERT ORDER  -  SECOND    CLASS 0
 JZ2492
 JZ2492.The horizontal coordinates were scaled from a topographic map and have
 JZ2492.an estimated accuracy of +/- 6 seconds.
 JZ2492
 JZ2492.The orthometric height was determined by differential leveling
 JZ2492.and adjusted by the National Geodetic Survey in June 1991..
 JZ2492
 JZ2492.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2492.See file dsdata.txt to determine how the superseded data were derived.
 JZ2492
 JZ2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK993030(NAD 83)
 JZ2492_MARKER: DB = BENCH MARK DISK
 JZ2492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2492_STAMPING: E 241 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2535 ***********************************************************************
 JZ2535  DESIGNATION -  E 242
 JZ2535  PID         -  JZ2535
 JZ2535  STATE/COUNTY-  IN/HANCOCK
 JZ2535  USGS QUAD   -  CLEVELAND (1981)
 JZ2535
 JZ2535                         *CURRENT SURVEY CONTROL
 JZ2535  ___________________________________________________________________
 JZ2535* NAD 83(1986)-  39 50 39.     (N)    085 41 24.     (W)     SCALED    
 JZ2535* NAVD 88     -       285.382  (meters)     936.29   (feet)  ADJUSTED  
 JZ2535  ___________________________________________________________________
 JZ2535  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JZ2535  DYNAMIC HT  -         285.220 (meters)     935.76  (feet)  COMP
 JZ2535  MODELED GRAV-     980,049.2   (mgal)                       NAVD 88
 JZ2535
 JZ2535  VERT ORDER  -  SECOND    CLASS 0
 JZ2535
 JZ2535.The horizontal coordinates were scaled from a topographic map and have
 JZ2535.an estimated accuracy of +/- 6 seconds.
 JZ2535
 JZ2535.The orthometric height was determined by differential leveling
 JZ2535.and adjusted by the National Geodetic Survey in June 1991..
 JZ2535
 JZ2535.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2535.See file dsdata.txt to determine how the superseded data were derived.
 JZ2535
 JZ2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK120112(NAD 83)
 JZ2535_MARKER: DB = BENCH MARK DISK
 JZ2535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2535_STAMPING: E 242 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0197 ***********************************************************************
 KA0197  DESIGNATION -  E 243
 KA0197  PID         -  KA0197
 KA0197  STATE/COUNTY-  IN/MARION
 KA0197  USGS QUAD   -  INDIANAPOLIS EAST (1980)
 KA0197
 KA0197                         *CURRENT SURVEY CONTROL
 KA0197  ___________________________________________________________________
 KA0197* NAD 83(1986)-  39 46 54.     (N)    086 00 33.     (W)     SCALED    
 KA0197* NAVD 88     -       259.833  (meters)     852.47   (feet)  POSTED    
 KA0197  ___________________________________________________________________
 KA0197  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KA0197  DYNAMIC HT  -         259.690 (meters)     852.00  (feet)  COMP
 KA0197  MODELED GRAV-     980,052.0   (mgal)                       NAVD 88
 KA0197
 KA0197  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KA0197
 KA0197.The horizontal coordinates were scaled from a topographic 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.No vertical observational check was made to the station.
 KA0197.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KA0197.was located on a no-check spur therefore a value was not computed.
 KA0197
 KA0197.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0197.See file dsdata.txt to determine how the superseded data were derived.
 KA0197
 KA0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK848039(NAD 83)
 KA0197_MARKER: DB = BENCH MARK DISK
 KA0197_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0197_SP_SET: BRIDGE
 KA0197_STAMPING: E 243 1947
 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 = OCTOBER  6, 2006
 JZ2382 ***********************************************************************
 JZ2382  DESIGNATION -  E 244
 JZ2382  PID         -  JZ2382
 JZ2382  STATE/COUNTY-  IN/RUSH
 JZ2382  USGS QUAD   -  CARTHAGE (1988)
 JZ2382
 JZ2382                         *CURRENT SURVEY CONTROL
 JZ2382  ___________________________________________________________________
 JZ2382* NAD 83(1986)-  39 41 55.     (N)    085 32 14.     (W)     SCALED    
 JZ2382* NAVD 88     -       295.671  (meters)     970.05   (feet)  ADJUSTED  
 JZ2382  ___________________________________________________________________
 JZ2382  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ2382  DYNAMIC HT  -         295.500 (meters)     969.49  (feet)  COMP
 JZ2382  MODELED GRAV-     980,040.3   (mgal)                       NAVD 88
 JZ2382
 JZ2382  VERT ORDER  -  SECOND    CLASS 0
 JZ2382
 JZ2382.The horizontal coordinates were scaled from a topographic map and have
 JZ2382.an estimated accuracy of +/- 6 seconds.
 JZ2382
 JZ2382.The orthometric height was determined by differential leveling
 JZ2382.and adjusted by the National Geodetic Survey in June 1991..
 JZ2382
 JZ2382.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2382.See file dsdata.txt to determine how the superseded data were derived.
 JZ2382
 JZ2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ254953(NAD 83)
 JZ2382_MARKER: DB = BENCH MARK DISK
 JZ2382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2382_SP_SET: CULVERT
 JZ2382_STAMPING: E 244 1947
 JZ2382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ2601 ***********************************************************************
 JZ2601  DESIGNATION -  E 245
 JZ2601  PID         -  JZ2601
 JZ2601  STATE/COUNTY-  IN/SHELBY
 JZ2601  USGS QUAD   -  FOUNTAINTOWN (1952)
 JZ2601
 JZ2601                         *CURRENT SURVEY CONTROL
 JZ2601  ___________________________________________________________________
 JZ2601* NAD 83(1986)-  39 38 25.     (N)    085 48 00.     (W)     SCALED    
 JZ2601* NAVD 88     -       249.543  (meters)     818.71   (feet)  ADJUSTED  
 JZ2601  ___________________________________________________________________
 JZ2601  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JZ2601  DYNAMIC HT  -         249.399 (meters)     818.24  (feet)  COMP
 JZ2601  MODELED GRAV-     980,042.0   (mgal)                       NAVD 88
 JZ2601
 JZ2601  VERT ORDER  -  SECOND    CLASS 0
 JZ2601
 JZ2601.The horizontal coordinates were scaled from a topographic map and have
 JZ2601.an estimated accuracy of +/- 6 seconds.
 JZ2601
 JZ2601.The orthometric height was determined by differential leveling
 JZ2601.and adjusted by the National Geodetic Survey in June 1991..
 JZ2601
 JZ2601.The geoid height was determined by GEOID03.
 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     -   487,590.       88,560.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2601.See file dsdata.txt to determine how the superseded data were derived.
 JZ2601
 JZ2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ029885(NAD 83)
 JZ2601_MARKER: DB = BENCH MARK DISK
 JZ2601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2601_STAMPING: E 245 1947
 JZ2601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2601+STABILITY: SURFACE MOTION
 JZ2601
 JZ2601  HISTORY     - Date     Condition        Report By
 JZ2601  HISTORY     - 1947     MONUMENTED       CGS
 JZ2601  HISTORY     - 1973     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0246 ***********************************************************************
 LA0246  DESIGNATION -  E 246
 LA0246  PID         -  LA0246
 LA0246  STATE/COUNTY-  IN/RANDOLPH
 LA0246  USGS QUAD   -  WINCHESTER (1994)
 LA0246
 LA0246                         *CURRENT SURVEY CONTROL
 LA0246  ___________________________________________________________________
 LA0246* NAD 83(1986)-  40 10 44.     (N)    084 55 09.     (W)     SCALED    
 LA0246* NAVD 88     -       337.558  (meters)    1107.47   (feet)  ADJUSTED  
 LA0246  ___________________________________________________________________
 LA0246  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 LA0246  DYNAMIC HT  -         337.379 (meters)    1106.88  (feet)  COMP
 LA0246  MODELED GRAV-     980,084.0   (mgal)                       NAVD 88
 LA0246
 LA0246  VERT ORDER  -  SECOND    CLASS 0
 LA0246
 LA0246.The horizontal coordinates were scaled from a topographic map and have
 LA0246.an estimated accuracy of +/- 6 seconds.
 LA0246
 LA0246.The orthometric height was determined by differential leveling
 LA0246.and adjusted by the National Geodetic Survey in June 1991..
 LA0246
 LA0246.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0246.See file dsdata.txt to determine how the superseded data were derived.
 LA0246
 LA0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK771496(NAD 83)
 LA0246_MARKER: DB = BENCH MARK DISK
 LA0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0246_STAMPING: E 246 1947
 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 = OCTOBER  6, 2006
 LA1090 ***********************************************************************
 LA1090  DESIGNATION -  E 247
 LA1090  PID         -  LA1090
 LA1090  STATE/COUNTY-  IN/JAY
 LA1090  USGS QUAD   -  BLAINE (1994)
 LA1090
 LA1090                         *CURRENT SURVEY CONTROL
 LA1090  ___________________________________________________________________
 LA1090* NAD 83(1986)-  40 26 45.     (N)    085 02 54.     (W)     SCALED    
 LA1090* NAVD 88     -       272.493  (meters)     894.00   (feet)  ADJUSTED  
 LA1090  ___________________________________________________________________
 LA1090  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 LA1090  DYNAMIC HT  -         272.357 (meters)     893.56  (feet)  COMP
 LA1090  MODELED GRAV-     980,118.5   (mgal)                       NAVD 88
 LA1090
 LA1090  VERT ORDER  -  SECOND    CLASS 0
 LA1090
 LA1090.The horizontal coordinates were scaled from a topographic map and have
 LA1090.an estimated accuracy of +/- 6 seconds.
 LA1090
 LA1090.The orthometric height was determined by differential leveling
 LA1090.and adjusted by the National Geodetic Survey in June 1991..
 LA1090
 LA1090.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1090.See file dsdata.txt to determine how the superseded data were derived.
 LA1090
 LA1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK655790(NAD 83)
 LA1090_MARKER: DB = BENCH MARK DISK
 LA1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1090_STAMPING: E 247 1947
 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 = OCTOBER  6, 2006
 LA1259 ***********************************************************************
 LA1259  DESIGNATION -  E 248
 LA1259  PID         -  LA1259
 LA1259  STATE/COUNTY-  IN/DELAWARE
 LA1259  USGS QUAD   -  SULPHUR SPRINGS (1994)
 LA1259
 LA1259                         *CURRENT SURVEY CONTROL
 LA1259  ___________________________________________________________________
 LA1259* NAD 83(1986)-  40 05 30.     (N)    085 29 59.     (W)     SCALED    
 LA1259* NAVD 88     -       297.734  (meters)     976.82   (feet)  ADJUSTED  
 LA1259  ___________________________________________________________________
 LA1259  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 LA1259  DYNAMIC HT  -         297.574 (meters)     976.29  (feet)  COMP
 LA1259  MODELED GRAV-     980,080.5   (mgal)                       NAVD 88
 LA1259
 LA1259  VERT ORDER  -  SECOND    CLASS 0
 LA1259
 LA1259.The horizontal coordinates were scaled from a topographic map and have
 LA1259.an estimated accuracy of +/- 6 seconds.
 LA1259
 LA1259.The orthometric height was determined by differential leveling
 LA1259.and adjusted by the National Geodetic Survey in June 1991..
 LA1259
 LA1259.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1259.See file dsdata.txt to determine how the superseded data were derived.
 LA1259
 LA1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK278390(NAD 83)
 LA1259_MARKER: DB = BENCH MARK DISK
 LA1259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1259_SP_SET: BUILDING
 LA1259_STAMPING: E 248 1947
 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 = OCTOBER  6, 2006
 JZ1712 ***********************************************************************
 JZ1712  DESIGNATION -  E 249
 JZ1712  PID         -  JZ1712
 JZ1712  STATE/COUNTY-  IN/HENRY
 JZ1712  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ1712
 JZ1712                         *CURRENT SURVEY CONTROL
 JZ1712  ___________________________________________________________________
 JZ1712* NAD 83(1986)-  39 59 23.     (N)    085 15 03.     (W)     SCALED    
 JZ1712* NAVD 88     -       340.741  (meters)    1117.91   (feet)  ADJUSTED  
 JZ1712  ___________________________________________________________________
 JZ1712  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 JZ1712  DYNAMIC HT  -         340.550 (meters)    1117.29  (feet)  COMP
 JZ1712  MODELED GRAV-     980,057.1   (mgal)                       NAVD 88
 JZ1712
 JZ1712  VERT ORDER  -  SECOND    CLASS 0
 JZ1712
 JZ1712.The horizontal coordinates were scaled from a topographic map and have
 JZ1712.an estimated accuracy of +/- 6 seconds.
 JZ1712
 JZ1712.The orthometric height was determined by differential leveling
 JZ1712.and adjusted by the National Geodetic Survey in June 1991..
 JZ1712
 JZ1712.The geoid height was determined by GEOID03.
 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     -   526,460.      135,510.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1712.See file dsdata.txt to determine how the superseded data were derived.
 JZ1712
 JZ1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK493280(NAD 83)
 JZ1712_MARKER: DB = BENCH MARK DISK
 JZ1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1712_STAMPING: E 249 1947
 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 = OCTOBER  6, 2006
 ME0311 ***********************************************************************
 ME0311  DESIGNATION -  E 25
 ME0311  PID         -  ME0311
 ME0311  STATE/COUNTY-  IN/MARSHALL
 ME0311  USGS QUAD   -  DONALDSON (1972)
 ME0311
 ME0311                         *CURRENT SURVEY CONTROL
 ME0311  ___________________________________________________________________
 ME0311* NAD 83(1986)-  41 15 07.     (N)    086 23 07.     (W)     SCALED    
 ME0311* NAVD 88     -       237.331  (meters)     778.64   (feet)  ADJUSTED  
 ME0311  ___________________________________________________________________
 ME0311  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 ME0311  DYNAMIC HT  -         237.231 (meters)     778.32  (feet)  COMP
 ME0311  MODELED GRAV-     980,197.3   (mgal)                       NAVD 88
 ME0311
 ME0311  VERT ORDER  -  SECOND    CLASS 0
 ME0311
 ME0311.The horizontal coordinates were scaled from a topographic map and have
 ME0311.an estimated accuracy of +/- 6 seconds.
 ME0311
 ME0311.The orthometric height was determined by differential leveling
 ME0311.and adjusted by the National Geodetic Survey in June 1991..
 ME0311
 ME0311.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0311.See file dsdata.txt to determine how the superseded data were derived.
 ME0311
 ME0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL515669(NAD 83)
 ME0311_MARKER: DB = BENCH MARK DISK
 ME0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0311_STAMPING: E 25 1934
 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 = OCTOBER  6, 2006
 LA1007 ***********************************************************************
 LA1007  DESIGNATION -  E 250
 LA1007  PID         -  LA1007
 LA1007  STATE/COUNTY-  IN/DELAWARE
 LA1007  USGS QUAD   -  MUNCIE EAST (1984)
 LA1007
 LA1007                         *CURRENT SURVEY CONTROL
 LA1007  ___________________________________________________________________
 LA1007* NAD 83(1986)-  40 10 31.     (N)    085 18 40.     (W)     SCALED    
 LA1007* NAVD 88     -       301.153  (meters)     988.03   (feet)  ADJUSTED  
 LA1007  ___________________________________________________________________
 LA1007  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 LA1007  DYNAMIC HT  -         300.992 (meters)     987.50  (feet)  COMP
 LA1007  MODELED GRAV-     980,082.8   (mgal)                       NAVD 88
 LA1007
 LA1007  VERT ORDER  -  SECOND    CLASS 0
 LA1007
 LA1007.The horizontal coordinates were scaled from a topographic map and have
 LA1007.an estimated accuracy of +/- 6 seconds.
 LA1007
 LA1007.The orthometric height was determined by differential leveling
 LA1007.and adjusted by the National Geodetic Survey in June 1991..
 LA1007
 LA1007.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1007.See file dsdata.txt to determine how the superseded data were derived.
 LA1007
 LA1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK437485(NAD 83)
 LA1007_MARKER: DB = BENCH MARK DISK
 LA1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1007_STAMPING: E 250 1947
 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 = OCTOBER  6, 2006
 JZ1705 ***********************************************************************
 JZ1705  DESIGNATION -  E 251
 JZ1705  PID         -  JZ1705
 JZ1705  STATE/COUNTY-  IN/HENRY
 JZ1705  USGS QUAD   -  NEW CASTLE WEST (1981)
 JZ1705
 JZ1705                         *CURRENT SURVEY CONTROL
 JZ1705  ___________________________________________________________________
 JZ1705* NAD 83(1986)-  39 57 39.     (N)    085 23 32.     (W)     SCALED    
 JZ1705* NAVD 88     -       325.393  (meters)    1067.56   (feet)  ADJUSTED  
 JZ1705  ___________________________________________________________________
 JZ1705  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JZ1705  DYNAMIC HT  -         325.213 (meters)    1066.97  (feet)  COMP
 JZ1705  MODELED GRAV-     980,064.6   (mgal)                       NAVD 88
 JZ1705
 JZ1705  VERT ORDER  -  SECOND    CLASS 0
 JZ1705
 JZ1705.The horizontal coordinates were scaled from a topographic map and have
 JZ1705.an estimated accuracy of +/- 6 seconds.
 JZ1705
 JZ1705.The orthometric height was determined by differential leveling
 JZ1705.and adjusted by the National Geodetic Survey in June 1991..
 JZ1705
 JZ1705.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1705.See file dsdata.txt to determine how the superseded data were derived.
 JZ1705
 JZ1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK373246(NAD 83)
 JZ1705_MARKER: DB = BENCH MARK DISK
 JZ1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1705_STAMPING: E251 1947
 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 = OCTOBER  6, 2006
 JZ1626 ***********************************************************************
 JZ1626  DESIGNATION -  E 252
 JZ1626  PID         -  JZ1626
 JZ1626  STATE/COUNTY-  IN/RUSH
 JZ1626  USGS QUAD   -  MAYS (1988)
 JZ1626
 JZ1626                         *CURRENT SURVEY CONTROL
 JZ1626  ___________________________________________________________________
 JZ1626* NAD 83(1986)-  39 41 59.     (N)    085 26 26.     (W)     SCALED    
 JZ1626* NAVD 88     -       304.967  (meters)    1000.55   (feet)  ADJUSTED  
 JZ1626  ___________________________________________________________________
 JZ1626  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ1626  DYNAMIC HT  -         304.789 (meters)     999.96  (feet)  COMP
 JZ1626  MODELED GRAV-     980,032.7   (mgal)                       NAVD 88
 JZ1626
 JZ1626  VERT ORDER  -  SECOND    CLASS 0
 JZ1626
 JZ1626.The horizontal coordinates were scaled from a topographic map and have
 JZ1626.an estimated accuracy of +/- 6 seconds.
 JZ1626
 JZ1626.The orthometric height was determined by differential leveling
 JZ1626.and adjusted by the National Geodetic Survey in June 1991..
 JZ1626
 JZ1626.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1626.See file dsdata.txt to determine how the superseded data were derived.
 JZ1626
 JZ1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ336955(NAD 83)
 JZ1626_MARKER: DB = BENCH MARK DISK
 JZ1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1626_STAMPING: E 252 1947
 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 = OCTOBER  6, 2006
 JZ1546 ***********************************************************************
 JZ1546  DESIGNATION -  E 253
 JZ1546  PID         -  JZ1546
 JZ1546  STATE/COUNTY-  IN/RUSH
 JZ1546  USGS QUAD   -  MAYS (1988)
 JZ1546
 JZ1546                         *CURRENT SURVEY CONTROL
 JZ1546  ___________________________________________________________________
 JZ1546* NAD 83(1986)-  39 41 59.     (N)    085 24 37.     (W)     SCALED    
 JZ1546* NAVD 88     -       307.270  (meters)    1008.10   (feet)  ADJUSTED  
 JZ1546  ___________________________________________________________________
 JZ1546  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ1546  DYNAMIC HT  -         307.089 (meters)    1007.51  (feet)  COMP
 JZ1546  MODELED GRAV-     980,031.1   (mgal)                       NAVD 88
 JZ1546
 JZ1546  VERT ORDER  -  SECOND    CLASS 0
 JZ1546
 JZ1546.The horizontal coordinates were scaled from a topographic map and have
 JZ1546.an estimated accuracy of +/- 6 seconds.
 JZ1546
 JZ1546.The orthometric height was determined by differential leveling
 JZ1546.and adjusted by the National Geodetic Survey in June 1991..
 JZ1546
 JZ1546.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1546.See file dsdata.txt to determine how the superseded data were derived.
 JZ1546
 JZ1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ362956(NAD 83)
 JZ1546_MARKER: DB = BENCH MARK DISK
 JZ1546_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1546_SP_SET: CULVERT
 JZ1546_STAMPING: E 253 1947
 JZ1546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1524 ***********************************************************************
 JZ1524  DESIGNATION -  E 254
 JZ1524  PID         -  JZ1524
 JZ1524  STATE/COUNTY-  IN/HENRY
 JZ1524  USGS QUAD   -  CAMBRIDGE CITY (1981)
 JZ1524
 JZ1524                         *CURRENT SURVEY CONTROL
 JZ1524  ___________________________________________________________________
 JZ1524* NAD 83(1986)-  39 48 40.     (N)    085 14 34.     (W)     SCALED    
 JZ1524* NAVD 88     -       319.739  (meters)    1049.01   (feet)  ADJUSTED  
 JZ1524  ___________________________________________________________________
 JZ1524  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JZ1524  DYNAMIC HT  -         319.554 (meters)    1048.40  (feet)  COMP
 JZ1524  MODELED GRAV-     980,038.2   (mgal)                       NAVD 88
 JZ1524
 JZ1524  VERT ORDER  -  SECOND    CLASS 0
 JZ1524
 JZ1524.The horizontal coordinates were scaled from a topographic map and have
 JZ1524.an estimated accuracy of +/- 6 seconds.
 JZ1524
 JZ1524.The orthometric height was determined by differential leveling
 JZ1524.and adjusted by the National Geodetic Survey in June 1991..
 JZ1524
 JZ1524.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1524.See file dsdata.txt to determine how the superseded data were derived.
 JZ1524
 JZ1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK504082(NAD 83)
 JZ1524_MARKER: DB = BENCH MARK DISK
 JZ1524_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1524_SP_SET: CULVERT
 JZ1524_STAMPING: E 254 1947
 JZ1524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1584 ***********************************************************************
 JZ1584  DESIGNATION -  E 255
 JZ1584  PID         -  JZ1584
 JZ1584  STATE/COUNTY-  IN/WAYNE
 JZ1584  USGS QUAD   -  JACKSONBURG (1981)
 JZ1584
 JZ1584                         *CURRENT SURVEY CONTROL
 JZ1584  ___________________________________________________________________
 JZ1584* NAD 83(1986)-  39 48 06.     (N)    085 02 19.     (W)     SCALED    
 JZ1584* NAVD 88     -       303.862  (meters)     996.92   (feet)  ADJUSTED  
 JZ1584  ___________________________________________________________________
 JZ1584  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JZ1584  DYNAMIC HT  -         303.685 (meters)     996.34  (feet)  COMP
 JZ1584  MODELED GRAV-     980,034.4   (mgal)                       NAVD 88
 JZ1584
 JZ1584  VERT ORDER  -  SECOND    CLASS 0
 JZ1584
 JZ1584.The horizontal coordinates were scaled from a topographic map and have
 JZ1584.an estimated accuracy of +/- 6 seconds.
 JZ1584
 JZ1584.The orthometric height was determined by differential leveling
 JZ1584.and adjusted by the National Geodetic Survey in June 1991..
 JZ1584
 JZ1584.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1584.See file dsdata.txt to determine how the superseded data were derived.
 JZ1584
 JZ1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK679075(NAD 83)
 JZ1584_MARKER: DB = BENCH MARK DISK
 JZ1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1584_STAMPING: E 255 1947
 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 = OCTOBER  6, 2006
 ME0935 ***********************************************************************
 ME0935  DESIGNATION -  E 256
 ME0935  PID         -  ME0935
 ME0935  STATE/COUNTY-  IN/LAKE
 ME0935  USGS QUAD   -  HIGHLAND (1991)
 ME0935
 ME0935                         *CURRENT SURVEY CONTROL
 ME0935  ___________________________________________________________________
 ME0935* NAD 83(1986)-  41 30 40.     (N)    087 22 47.     (W)     SCALED    
 ME0935* NAVD 88     -       192.172  (meters)     630.48   (feet)  ADJUSTED  
 ME0935  ___________________________________________________________________
 ME0935  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ME0935  DYNAMIC HT  -         192.098 (meters)     630.24  (feet)  COMP
 ME0935  MODELED GRAV-     980,232.0   (mgal)                       NAVD 88
 ME0935
 ME0935  VERT ORDER  -  SECOND    CLASS 0
 ME0935
 ME0935.The horizontal coordinates were scaled from a topographic map and have
 ME0935.an estimated accuracy of +/- 6 seconds.
 ME0935
 ME0935.The orthometric height was determined by differential leveling
 ME0935.and adjusted by the National Geodetic Survey in June 1991..
 ME0935
 ME0935.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0935.See file dsdata.txt to determine how the superseded data were derived.
 ME0935
 ME0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL683955(NAD 83)
 ME0935_MARKER: DB = BENCH MARK DISK
 ME0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0935_STAMPING: E 256 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2302 ***********************************************************************
 JZ2302  DESIGNATION -  E 257
 JZ2302  PID         -  JZ2302
 JZ2302  STATE/COUNTY-  IN/RUSH
 JZ2302  USGS QUAD   -  ADAMS (1993)
 JZ2302
 JZ2302                         *CURRENT SURVEY CONTROL
 JZ2302  ___________________________________________________________________
 JZ2302* NAD 83(1986)-  39 29 47.     (N)    085 34 08.     (W)     SCALED    
 JZ2302* NAVD 88     -       285.494  (meters)     936.66   (feet)  ADJUSTED  
 JZ2302  ___________________________________________________________________
 JZ2302  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ2302  DYNAMIC HT  -         285.321 (meters)     936.09  (feet)  COMP
 JZ2302  MODELED GRAV-     980,016.0   (mgal)                       NAVD 88
 JZ2302
 JZ2302  VERT ORDER  -  SECOND    CLASS 0
 JZ2302
 JZ2302.The horizontal coordinates were scaled from a topographic map and have
 JZ2302.an estimated accuracy of +/- 6 seconds.
 JZ2302
 JZ2302.The orthometric height was determined by differential leveling
 JZ2302.and adjusted by the National Geodetic Survey in June 1991..
 JZ2302
 JZ2302.The geoid height was determined by GEOID03.
 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     -   471,610.      108,410.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2302.See file dsdata.txt to determine how the superseded data were derived.
 JZ2302
 JZ2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ230728(NAD 83)
 JZ2302_MARKER: DB = BENCH MARK DISK
 JZ2302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2302_STAMPING: E 257 1947
 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 = OCTOBER  6, 2006
 JZ1739 ***********************************************************************
 JZ1739  DESIGNATION -  E 258
 JZ1739  PID         -  JZ1739
 JZ1739  STATE/COUNTY-  IN/RUSH
 JZ1739  USGS QUAD   -  RUSHVILLE (1994)
 JZ1739
 JZ1739                         *CURRENT SURVEY CONTROL
 JZ1739  ___________________________________________________________________
 JZ1739* NAD 83(1986)-  39 35 33.     (N)    085 25 51.     (W)     SCALED    
 JZ1739* NAVD 88     -       302.984  (meters)     994.04   (feet)  ADJUSTED  
 JZ1739  ___________________________________________________________________
 JZ1739  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ1739  DYNAMIC HT  -         302.802 (meters)     993.44  (feet)  COMP
 JZ1739  MODELED GRAV-     980,018.1   (mgal)                       NAVD 88
 JZ1739
 JZ1739  VERT ORDER  -  SECOND    CLASS 0
 JZ1739
 JZ1739.The horizontal coordinates were scaled from a topographic map and have
 JZ1739.an estimated accuracy of +/- 6 seconds.
 JZ1739
 JZ1739.The orthometric height was determined by differential leveling
 JZ1739.and adjusted by the National Geodetic Survey in June 1991..
 JZ1739
 JZ1739.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1739.See file dsdata.txt to determine how the superseded data were derived.
 JZ1739
 JZ1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ347837(NAD 83)
 JZ1739_MARKER: DB = BENCH MARK DISK
 JZ1739_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1739_SP_SET: CULVERT
 JZ1739_STAMPING: E 258 1947
 JZ1739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1755 ***********************************************************************
 JZ1755  DESIGNATION -  E 259
 JZ1755  PID         -  JZ1755
 JZ1755  STATE/COUNTY-  IN/RUSH
 JZ1755  USGS QUAD   -  NEW SALEM (1993)
 JZ1755
 JZ1755                         *CURRENT SURVEY CONTROL
 JZ1755  ___________________________________________________________________
 JZ1755* NAD 83(1986)-  39 31 31.     (N)    085 19 04.     (W)     SCALED    
 JZ1755* NAVD 88     -       323.219  (meters)    1060.43   (feet)  ADJUSTED  
 JZ1755  ___________________________________________________________________
 JZ1755  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ1755  DYNAMIC HT  -         323.021 (meters)    1059.78  (feet)  COMP
 JZ1755  MODELED GRAV-     980,006.1   (mgal)                       NAVD 88
 JZ1755
 JZ1755  VERT ORDER  -  SECOND    CLASS 0
 JZ1755
 JZ1755.The horizontal coordinates were scaled from a topographic map and have
 JZ1755.an estimated accuracy of +/- 6 seconds.
 JZ1755
 JZ1755.The orthometric height was determined by differential leveling
 JZ1755.and adjusted by the National Geodetic Survey in June 1991..
 JZ1755
 JZ1755.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1755.See file dsdata.txt to determine how the superseded data were derived.
 JZ1755
 JZ1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ445764(NAD 83)
 JZ1755_MARKER: DB = BENCH MARK DISK
 JZ1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1755_STAMPING: E 259 1947
 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 = OCTOBER  6, 2006
 LB0065 ***********************************************************************
 LB0065  DESIGNATION -  E 26
 LB0065  PID         -  LB0065
 LB0065  STATE/COUNTY-  IN/CASS
 LB0065  USGS QUAD   -  ANOKA (1980)
 LB0065
 LB0065                         *CURRENT SURVEY CONTROL
 LB0065  ___________________________________________________________________
 LB0065* NAD 83(1986)-  40 43 38.     (N)    086 17 12.     (W)     SCALED    
 LB0065* NAVD 88     -       212.097  (meters)     695.85   (feet)  ADJUSTED  
 LB0065  ___________________________________________________________________
 LB0065  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 LB0065  DYNAMIC HT  -         211.995 (meters)     695.52  (feet)  COMP
 LB0065  MODELED GRAV-     980,138.9   (mgal)                       NAVD 88
 LB0065
 LB0065  VERT ORDER  -  SECOND    CLASS 0
 LB0065
 LB0065.The horizontal coordinates were scaled from a topographic map and have
 LB0065.an estimated accuracy of +/- 6 seconds.
 LB0065
 LB0065.The orthometric height was determined by differential leveling
 LB0065.and adjusted by the National Geodetic Survey in June 1991..
 LB0065
 LB0065.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0065.See file dsdata.txt to determine how the superseded data were derived.
 LB0065
 LB0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL602087(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0065
 LB0065  HISTORY     - Date     Condition        Report By
 LB0065  HISTORY     - 1934     MONUMENTED       CGS
 LB0065  HISTORY     - 1969     GOOD             NGS
 LB0065
 LB0065                          STATION DESCRIPTION
 LB0065
 LB0065'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1960 ***********************************************************************
 JZ1960  DESIGNATION -  E 260
 JZ1960  PID         -  JZ1960
 JZ1960  STATE/COUNTY-  IN/FRANKLIN
 JZ1960  USGS QUAD   -  CLARKSBURG (1993)
 JZ1960
 JZ1960                         *CURRENT SURVEY CONTROL
 JZ1960  ___________________________________________________________________
 JZ1960* NAD 83(1986)-  39 27 16.     (N)    085 16 43.     (W)     SCALED    
 JZ1960* NAVD 88     -       304.130  (meters)     997.80   (feet)  ADJUSTED  
 JZ1960  ___________________________________________________________________
 JZ1960  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ1960  DYNAMIC HT  -         303.943 (meters)     997.19  (feet)  COMP
 JZ1960  MODELED GRAV-     980,004.3   (mgal)                       NAVD 88
 JZ1960
 JZ1960  VERT ORDER  -  SECOND    CLASS 0
 JZ1960
 JZ1960.The horizontal coordinates were scaled from a topographic map and have
 JZ1960.an estimated accuracy of +/- 6 seconds.
 JZ1960
 JZ1960.The orthometric height was determined by differential leveling
 JZ1960.and adjusted by the National Geodetic Survey in June 1991..
 JZ1960
 JZ1960.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1960.See file dsdata.txt to determine how the superseded data were derived.
 JZ1960
 JZ1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ481686(NAD 83)
 JZ1960_MARKER: DB = BENCH MARK DISK
 JZ1960_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1960_SP_SET: CULVERT
 JZ1960_STAMPING: E 260 1947
 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 = OCTOBER  6, 2006
 JZ1773 ***********************************************************************
 JZ1773  DESIGNATION -  E 261
 JZ1773  PID         -  JZ1773
 JZ1773  STATE/COUNTY-  IN/FAYETTE
 JZ1773  USGS QUAD   -  ALPINE (1994)
 JZ1773
 JZ1773                         *CURRENT SURVEY CONTROL
 JZ1773  ___________________________________________________________________
 JZ1773* NAD 83(1986)-  39 32 00.     (N)    085 10 34.     (W)     SCALED    
 JZ1773* NAVD 88     -       231.484  (meters)     759.46   (feet)  ADJUSTED  
 JZ1773  ___________________________________________________________________
 JZ1773  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ1773  DYNAMIC HT  -         231.342 (meters)     758.99  (feet)  COMP
 JZ1773  MODELED GRAV-     980,009.7   (mgal)                       NAVD 88
 JZ1773
 JZ1773  VERT ORDER  -  SECOND    CLASS 0
 JZ1773
 JZ1773.The horizontal coordinates were scaled from a topographic map and have
 JZ1773.an estimated accuracy of +/- 6 seconds.
 JZ1773
 JZ1773.The orthometric height was determined by differential leveling
 JZ1773.and adjusted by the National Geodetic Survey in June 1991..
 JZ1773
 JZ1773.The geoid height was determined by GEOID03.
 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     -   475,820.      142,170.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1773.See file dsdata.txt to determine how the superseded data were derived.
 JZ1773
 JZ1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ567775(NAD 83)
 JZ1773_MARKER: DB = BENCH MARK DISK
 JZ1773_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1773_SP_SET: CULVERT
 JZ1773_STAMPING: E 261 1947
 JZ1773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1773
 JZ1773  HISTORY     - Date     Condition        Report By
 JZ1773  HISTORY     - 1947     MONUMENTED       CGS
 JZ1773  HISTORY     - 1986     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2042 ***********************************************************************
 JZ2042  DESIGNATION -  E 262
 JZ2042  PID         -  JZ2042
 JZ2042  STATE/COUNTY-  IN/FRANKLIN
 JZ2042  USGS QUAD   -  BROOKVILLE (1993)
 JZ2042
 JZ2042                         *CURRENT SURVEY CONTROL
 JZ2042  ___________________________________________________________________
 JZ2042* NAD 83(1986)-  39 26 14.     (N)    085 03 40.     (W)     SCALED    
 JZ2042* NAVD 88     -       197.441  (meters)     647.77   (feet)  ADJUSTED  
 JZ2042  ___________________________________________________________________
 JZ2042  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JZ2042  DYNAMIC HT  -         197.320 (meters)     647.37  (feet)  COMP
 JZ2042  MODELED GRAV-     980,010.5   (mgal)                       NAVD 88
 JZ2042
 JZ2042  VERT ORDER  -  SECOND    CLASS 0
 JZ2042
 JZ2042.The horizontal coordinates were scaled from a topographic map and have
 JZ2042.an estimated accuracy of +/- 6 seconds.
 JZ2042
 JZ2042.The orthometric height was determined by differential leveling
 JZ2042.and adjusted by the National Geodetic Survey in June 1991..
 JZ2042
 JZ2042.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2042.See file dsdata.txt to determine how the superseded data were derived.
 JZ2042
 JZ2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ668670(NAD 83)
 JZ2042_MARKER: DB = BENCH MARK DISK
 JZ2042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2042_SP_SET: ABUTMENT
 JZ2042_STAMPING: E 262 1947
 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 = OCTOBER  6, 2006
 JZ1794 ***********************************************************************
 JZ1794  DESIGNATION -  E 263
 JZ1794  PID         -  JZ1794
 JZ1794  STATE/COUNTY-  IN/UNION
 JZ1794  USGS QUAD   -  EVERTON (1993)
 JZ1794
 JZ1794                         *CURRENT SURVEY CONTROL
 JZ1794  ___________________________________________________________________
 JZ1794* NAD 83(1986)-  39 32 10.     (N)    085 01 18.     (W)     SCALED    
 JZ1794* NAVD 88     -       286.045  (meters)     938.47   (feet)  ADJUSTED  
 JZ1794  ___________________________________________________________________
 JZ1794  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JZ1794  DYNAMIC HT  -         285.873 (meters)     937.90  (feet)  COMP
 JZ1794  MODELED GRAV-     980,018.2   (mgal)                       NAVD 88
 JZ1794
 JZ1794  VERT ORDER  -  SECOND    CLASS 0
 JZ1794
 JZ1794.The horizontal coordinates were scaled from a topographic map and have
 JZ1794.an estimated accuracy of +/- 6 seconds.
 JZ1794
 JZ1794.The orthometric height was determined by differential leveling
 JZ1794.and adjusted by the National Geodetic Survey in June 1991..
 JZ1794
 JZ1794.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1794.See file dsdata.txt to determine how the superseded data were derived.
 JZ1794
 JZ1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ700781(NAD 83)
 JZ1794_MARKER: DB = BENCH MARK DISK
 JZ1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1794_STAMPING: E 263 1947
 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 = OCTOBER  6, 2006
 JZ2057 ***********************************************************************
 JZ2057  DESIGNATION -  E 264
 JZ2057  PID         -  JZ2057
 JZ2057  STATE/COUNTY-  IN/DEARBORN
 JZ2057  USGS QUAD   -  SPADES (1993)
 JZ2057
 JZ2057                         *CURRENT SURVEY CONTROL
 JZ2057  ___________________________________________________________________
 JZ2057* NAD 83(1986)-  39 16 42.     (N)    085 00 42.     (W)     SCALED    
 JZ2057* NAVD 88     -       300.391  (meters)     985.53   (feet)  ADJUSTED  
 JZ2057  ___________________________________________________________________
 JZ2057  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ2057  DYNAMIC HT  -         300.204 (meters)     984.92  (feet)  COMP
 JZ2057  MODELED GRAV-     979,994.3   (mgal)                       NAVD 88
 JZ2057
 JZ2057  VERT ORDER  -  SECOND    CLASS 0
 JZ2057
 JZ2057.The horizontal coordinates were scaled from a topographic map and have
 JZ2057.an estimated accuracy of +/- 6 seconds.
 JZ2057
 JZ2057.The orthometric height was determined by differential leveling
 JZ2057.and adjusted by the National Geodetic Survey in June 1991..
 JZ2057
 JZ2057.The geoid height was determined by GEOID03.
 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     -   447,600.      156,520.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2057.See file dsdata.txt to determine how the superseded data were derived.
 JZ2057
 JZ2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ715495(NAD 83)
 JZ2057_MARKER: DB = BENCH MARK DISK
 JZ2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2057_STAMPING: E 264 1947
 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 = OCTOBER  6, 2006
 JZ2034 ***********************************************************************
 JZ2034  DESIGNATION -  E 265
 JZ2034  PID         -  JZ2034
 JZ2034  STATE/COUNTY-  IN/FRANKLIN
 JZ2034  USGS QUAD   -  BROOKVILLE (1993)
 JZ2034
 JZ2034                         *CURRENT SURVEY CONTROL
 JZ2034  ___________________________________________________________________
 JZ2034* NAD 83(1986)-  39 24 49.     (N)    085 05 17.     (W)     SCALED    
 JZ2034* NAVD 88     -       257.839  (meters)     845.93   (feet)  ADJUSTED  
 JZ2034  ___________________________________________________________________
 JZ2034  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ2034  DYNAMIC HT  -         257.679 (meters)     845.40  (feet)  COMP
 JZ2034  MODELED GRAV-     980,002.8   (mgal)                       NAVD 88
 JZ2034
 JZ2034  VERT ORDER  -  SECOND    CLASS 0
 JZ2034
 JZ2034.The horizontal coordinates were scaled from a topographic map and have
 JZ2034.an estimated accuracy of +/- 6 seconds.
 JZ2034
 JZ2034.The orthometric height was determined by differential leveling
 JZ2034.and adjusted by the National Geodetic Survey in June 1991..
 JZ2034
 JZ2034.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2034.See file dsdata.txt to determine how the superseded data were derived.
 JZ2034
 JZ2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ645644(NAD 83)
 JZ2034_MARKER: DB = BENCH MARK DISK
 JZ2034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2034_SP_SET: CULVERT
 JZ2034_STAMPING: E 265 1947
 JZ2034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0184 ***********************************************************************
 KA0184  DESIGNATION -  E 266
 KA0184  PID         -  KA0184
 KA0184  STATE/COUNTY-  IN/MARION
 KA0184  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA0184
 KA0184                         *CURRENT SURVEY CONTROL
 KA0184  ___________________________________________________________________
 KA0184* NAD 83(1986)-  39 46 16.     (N)    086 09 23.     (W)     SCALED    
 KA0184* NAVD 88     -       219.145  (meters)     718.98   (feet)  ADJUSTED  
 KA0184  ___________________________________________________________________
 KA0184  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KA0184  DYNAMIC HT  -         219.024 (meters)     718.58  (feet)  COMP
 KA0184  MODELED GRAV-     980,068.9   (mgal)                       NAVD 88
 KA0184
 KA0184  VERT ORDER  -  FIRST     CLASS II
 KA0184
 KA0184.The horizontal coordinates were scaled from a topographic map and have
 KA0184.an estimated accuracy of +/- 6 seconds.
 KA0184
 KA0184.The orthometric height was determined by differential leveling
 KA0184.and adjusted by the National Geodetic Survey in June 1991..
 KA0184.WARNING-Repeat measurements at this control monument indicate possible
 KA0184.vertical movement.
 KA0184
 KA0184.The geoid height was determined by GEOID03.
 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     -   502,220.       58,040.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0184.See file dsdata.txt to determine how the superseded data were derived.
 KA0184
 KA0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK722026(NAD 83)
 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 SUITABLE FOR
 KA0184+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2187 ***********************************************************************
 JZ2187  DESIGNATION -  E 267
 JZ2187  PID         -  JZ2187
 JZ2187  STATE/COUNTY-  IN/DECATUR
 JZ2187  USGS QUAD   -  FOREST HILL (1993)
 JZ2187
 JZ2187                         *CURRENT SURVEY CONTROL
 JZ2187  ___________________________________________________________________
 JZ2187* NAD 83(1986)-  39 16 20.     (N)    085 33 55.     (W)     SCALED    
 JZ2187* NAVD 88     -       264.934  (meters)     869.20   (feet)  ADJUSTED  
 JZ2187  ___________________________________________________________________
 JZ2187  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ2187  DYNAMIC HT  -         264.768 (meters)     868.66  (feet)  COMP
 JZ2187  MODELED GRAV-     979,993.9   (mgal)                       NAVD 88
 JZ2187
 JZ2187  VERT ORDER  -  SECOND    CLASS 0
 JZ2187
 JZ2187.The horizontal coordinates were scaled from a topographic map and have
 JZ2187.an estimated accuracy of +/- 6 seconds.
 JZ2187
 JZ2187.The orthometric height was determined by differential leveling
 JZ2187.and adjusted by the National Geodetic Survey in June 1991..
 JZ2187
 JZ2187.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2187.See file dsdata.txt to determine how the superseded data were derived.
 JZ2187
 JZ2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ237479(NAD 83)
 JZ2187_MARKER: DB = BENCH MARK DISK
 JZ2187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2187_STAMPING: E 267 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2230 ***********************************************************************
 JZ2230  DESIGNATION -  E 268
 JZ2230  PID         -  JZ2230
 JZ2230  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2230  USGS QUAD   -  ELIZABETHTOWN (1993)
 JZ2230
 JZ2230                         *CURRENT SURVEY CONTROL
 JZ2230  ___________________________________________________________________
 JZ2230* NAD 83(1986)-  39 13 40.     (N)    085 46 01.     (W)     SCALED    
 JZ2230* NAVD 88     -       203.249  (meters)     666.83   (feet)  ADJUSTED  
 JZ2230  ___________________________________________________________________
 JZ2230  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ2230  DYNAMIC HT  -         203.123 (meters)     666.41  (feet)  COMP
 JZ2230  MODELED GRAV-     980,004.8   (mgal)                       NAVD 88
 JZ2230
 JZ2230  VERT ORDER  -  SECOND    CLASS 0
 JZ2230
 JZ2230.The horizontal coordinates were scaled from a topographic map and have
 JZ2230.an estimated accuracy of +/- 6 seconds.
 JZ2230
 JZ2230.The orthometric height was determined by differential leveling
 JZ2230.and adjusted by the National Geodetic Survey in June 1991..
 JZ2230
 JZ2230.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2230.See file dsdata.txt to determine how the superseded data were derived.
 JZ2230
 JZ2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ064427(NAD 83)
 JZ2230_MARKER: DB = BENCH MARK DISK
 JZ2230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2230_SP_SET: CULVERT
 JZ2230_STAMPING: E 268 1947
 JZ2230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ2330 ***********************************************************************
 JZ2330  DESIGNATION -  E 269
 JZ2330  PID         -  JZ2330
 JZ2330  STATE/COUNTY-  IN/SHELBY
 JZ2330  USGS QUAD   -  SHELBYVILLE (1994)
 JZ2330
 JZ2330                         *CURRENT SURVEY CONTROL
 JZ2330  ___________________________________________________________________
 JZ2330* NAD 83(1986)-  39 30 50.     (N)    085 45 42.     (W)     SCALED    
 JZ2330* NAVD 88     -       238.752  (meters)     783.31   (feet)  ADJUSTED  
 JZ2330  ___________________________________________________________________
 JZ2330  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JZ2330  DYNAMIC HT  -         238.611 (meters)     782.84  (feet)  COMP
 JZ2330  MODELED GRAV-     980,030.7   (mgal)                       NAVD 88
 JZ2330
 JZ2330  VERT ORDER  -  FIRST     CLASS II
 JZ2330
 JZ2330.The horizontal coordinates were scaled from a topographic map and have
 JZ2330.an estimated accuracy of +/- 6 seconds.
 JZ2330
 JZ2330.The orthometric height was determined by differential leveling
 JZ2330.and adjusted by the National Geodetic Survey in June 1991..
 JZ2330
 JZ2330.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2330.See file dsdata.txt to determine how the superseded data were derived.
 JZ2330
 JZ2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ064745(NAD 83)
 JZ2330_MARKER: DB = BENCH MARK DISK
 JZ2330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2330_SP_SET: OVERPASS
 JZ2330_STAMPING: E 269 1947
 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 = OCTOBER  6, 2006
 LB0427 ***********************************************************************
 LB0427  DESIGNATION -  E 27
 LB0427  PID         -  LB0427
 LB0427  STATE/COUNTY-  IN/HOWARD
 LB0427  USGS QUAD   -  KOKOMO WEST (1992)
 LB0427
 LB0427                         *CURRENT SURVEY CONTROL
 LB0427  ___________________________________________________________________
 LB0427* NAD 83(1986)-  40 27 40.     (N)    086 10 24.     (W)     SCALED    
 LB0427* NAVD 88     -       250.628  (meters)     822.27   (feet)  ADJUSTED  
 LB0427  ___________________________________________________________________
 LB0427  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LB0427  DYNAMIC HT  -         250.497 (meters)     821.84  (feet)  COMP
 LB0427  MODELED GRAV-     980,097.6   (mgal)                       NAVD 88
 LB0427
 LB0427  VERT ORDER  -  SECOND    CLASS 0
 LB0427
 LB0427.The horizontal coordinates were scaled from a topographic map and have
 LB0427.an estimated accuracy of +/- 6 seconds.
 LB0427
 LB0427.The orthometric height was determined by differential leveling
 LB0427.and adjusted by the National Geodetic Survey in June 1991..
 LB0427
 LB0427.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0427.See file dsdata.txt to determine how the superseded data were derived.
 LB0427
 LB0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK700792(NAD 83)
 LB0427_MARKER: DB = BENCH MARK DISK
 LB0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0427_STAMPING: E 27 1934
 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 = OCTOBER  6, 2006
 JZ2167 ***********************************************************************
 JZ2167  DESIGNATION -  E 270
 JZ2167  PID         -  JZ2167
 JZ2167  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2167  USGS QUAD   -  GRAMMER (1993)
 JZ2167
 JZ2167                         *CURRENT SURVEY CONTROL
 JZ2167  ___________________________________________________________________
 JZ2167* NAD 83(1986)-  39 10 48.     (N)    085 43 12.     (W)     SCALED    
 JZ2167* NAVD 88     -       225.963  (meters)     741.35   (feet)  ADJUSTED  
 JZ2167  ___________________________________________________________________
 JZ2167  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ2167  DYNAMIC HT  -         225.822 (meters)     740.88  (feet)  COMP
 JZ2167  MODELED GRAV-     979,999.4   (mgal)                       NAVD 88
 JZ2167
 JZ2167  VERT ORDER  -  SECOND    CLASS 0
 JZ2167
 JZ2167.The horizontal coordinates were scaled from a topographic map and have
 JZ2167.an estimated accuracy of +/- 6 seconds.
 JZ2167
 JZ2167.The orthometric height was determined by differential leveling
 JZ2167.and adjusted by the National Geodetic Survey in June 1991..
 JZ2167
 JZ2167.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2167.See file dsdata.txt to determine how the superseded data were derived.
 JZ2167
 JZ2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ105375(NAD 83)
 JZ2167_MARKER: DB = BENCH MARK DISK
 JZ2167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2167_STAMPING: E 270 1947
 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 = OCTOBER  6, 2006
 JZ1841 ***********************************************************************
 JZ1841  DESIGNATION -  E 272
 JZ1841  PID         -  JZ1841
 JZ1841  STATE/COUNTY-  IN/DECATUR
 JZ1841  USGS QUAD   -  GREENSBURG (1993)
 JZ1841
 JZ1841                         *CURRENT SURVEY CONTROL
 JZ1841  ___________________________________________________________________
 JZ1841* NAD 83(1986)-  39 19 42.     (N)    085 26 15.     (W)     SCALED    
 JZ1841* NAVD 88     -       305.626  (meters)    1002.71   (feet)  ADJUSTED  
 JZ1841  ___________________________________________________________________
 JZ1841  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ1841  DYNAMIC HT  -         305.434 (meters)    1002.08  (feet)  COMP
 JZ1841  MODELED GRAV-     979,991.2   (mgal)                       NAVD 88
 JZ1841
 JZ1841  VERT ORDER  -  FIRST     CLASS II
 JZ1841
 JZ1841.The horizontal coordinates were scaled from a topographic map and have
 JZ1841.an estimated accuracy of +/- 6 seconds.
 JZ1841
 JZ1841.The orthometric height was determined by differential leveling
 JZ1841.and adjusted by the National Geodetic Survey in June 1991..
 JZ1841.WARNING-Repeat measurements at this control monument indicate possible
 JZ1841.vertical movement.
 JZ1841
 JZ1841.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1841.See file dsdata.txt to determine how the superseded data were derived.
 JZ1841
 JZ1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ346543(NAD 83)
 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
 JZ1841  HISTORY     - Date     Condition        Report By
 JZ1841  HISTORY     - 1947     MONUMENTED       CGS
 JZ1841  HISTORY     - 1986     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ0552 ***********************************************************************
 JZ0552  DESIGNATION -  E 273
 JZ0552  PID         -  JZ0552
 JZ0552  STATE/COUNTY-  IN/DEARBORN
 JZ0552  USGS QUAD   -  GUILFORD (1983)
 JZ0552
 JZ0552                         *CURRENT SURVEY CONTROL
 JZ0552  ___________________________________________________________________
 JZ0552* NAD 83(1986)-  39 10 20.     (N)    084 56 24.     (W)     SCALED    
 JZ0552* NAVD 88     -       175.005  (meters)     574.16   (feet)  ADJUSTED  
 JZ0552  ___________________________________________________________________
 JZ0552  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ0552  DYNAMIC HT  -         174.896 (meters)     573.80  (feet)  COMP
 JZ0552  MODELED GRAV-     979,999.5   (mgal)                       NAVD 88
 JZ0552
 JZ0552  VERT ORDER  -  FIRST     CLASS II
 JZ0552
 JZ0552.The horizontal coordinates were scaled from a topographic map and have
 JZ0552.an estimated accuracy of +/- 6 seconds.
 JZ0552
 JZ0552.The orthometric height was determined by differential leveling
 JZ0552.and adjusted by the National Geodetic Survey in June 1991..
 JZ0552
 JZ0552.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0552.See file dsdata.txt to determine how the superseded data were derived.
 JZ0552
 JZ0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ779379(NAD 83)
 JZ0552_MARKER: DB = BENCH MARK DISK
 JZ0552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0552_SP_SET: CULVERT
 JZ0552_STAMPING: E 273 1947
 JZ0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ0631 ***********************************************************************
 JZ0631  DESIGNATION -  E 274
 JZ0631  PID         -  JZ0631
 JZ0631  STATE/COUNTY-  IN/DEARBORN
 JZ0631  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ0631
 JZ0631                         *CURRENT SURVEY CONTROL
 JZ0631  ___________________________________________________________________
 JZ0631* NAD 83(1986)-  39 06 15.     (N)    084 50 08.     (W)     SCALED    
 JZ0631* NAVD 88     -       146.505  (meters)     480.66   (feet)  ADJUSTED  
 JZ0631  ___________________________________________________________________
 JZ0631  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JZ0631  DYNAMIC HT  -         146.414 (meters)     480.36  (feet)  COMP
 JZ0631  MODELED GRAV-     980,005.8   (mgal)                       NAVD 88
 JZ0631
 JZ0631  VERT ORDER  -  FIRST     CLASS II
 JZ0631
 JZ0631.The horizontal coordinates were scaled from a topographic map and have
 JZ0631.an estimated accuracy of +/- 6 seconds.
 JZ0631
 JZ0631.The orthometric height was determined by differential leveling
 JZ0631.and adjusted by the National Geodetic Survey in June 1991..
 JZ0631
 JZ0631.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0631.See file dsdata.txt to determine how the superseded data were derived.
 JZ0631
 JZ0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ871305(NAD 83)
 JZ0631_MARKER: DB = BENCH MARK DISK
 JZ0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0631_STAMPING: E 274 1947
 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 = OCTOBER  6, 2006
 HB0103 ***********************************************************************
 HB0103  DESIGNATION -  E 275
 HB0103  PID         -  HB0103
 HB0103  STATE/COUNTY-  IN/POSEY
 HB0103  USGS QUAD   -  WABASH ISLAND (1981)
 HB0103
 HB0103                         *CURRENT SURVEY CONTROL
 HB0103  ___________________________________________________________________
 HB0103* NAD 83(1986)-  37 51 44.     (N)    088 02 04.     (W)     SCALED    
 HB0103* NAVD 88     -       108.907  (meters)     357.31   (feet)  ADJUSTED  
 HB0103  ___________________________________________________________________
 HB0103  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 HB0103  DYNAMIC HT  -         108.833 (meters)     357.06  (feet)  COMP
 HB0103  MODELED GRAV-     979,945.7   (mgal)                       NAVD 88
 HB0103
 HB0103  VERT ORDER  -  FIRST     CLASS II
 HB0103
 HB0103.The horizontal coordinates were scaled from a topographic map and have
 HB0103.an estimated accuracy of +/- 6 seconds.
 HB0103
 HB0103.The orthometric height was determined by differential leveling
 HB0103.and adjusted by the National Geodetic Survey in June 1991..
 HB0103
 HB0103.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HB0103
 HB0103  NGVD 29 (??/??/??)  109.014  (m)          357.66   (f) ADJUSTED    1 2
 HB0103
 HB0103.Superseded values are not recommended for survey control.
 HB0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0103.See file dsdata.txt to determine how the superseded data were derived.
 HB0103
 HB0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG090910(NAD 83)
 HB0103_MARKER: DB = BENCH MARK DISK
 HB0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0103_STAMPING: E 275 1954
 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 = OCTOBER  6, 2006
 JZ1596 ***********************************************************************
 JZ1596  DESIGNATION -  E 276
 JZ1596  PID         -  JZ1596
 JZ1596  STATE/COUNTY-  IN/WAYNE
 JZ1596  USGS QUAD   -  CAMBRIDGE CITY (1981)
 JZ1596
 JZ1596                         *CURRENT SURVEY CONTROL
 JZ1596  ___________________________________________________________________
 JZ1596* NAD 83(1986)-  39 47 18.     (N)    085 11 01.     (W)     SCALED    
 JZ1596* NAVD 88     -       309.916  (meters)    1016.78   (feet)  ADJUSTED  
 JZ1596  ___________________________________________________________________
 JZ1596  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JZ1596  DYNAMIC HT  -         309.737 (meters)    1016.20  (feet)  COMP
 JZ1596  MODELED GRAV-     980,040.8   (mgal)                       NAVD 88
 JZ1596
 JZ1596  VERT ORDER  -  SECOND    CLASS 0
 JZ1596
 JZ1596.The horizontal coordinates were scaled from a topographic map and have
 JZ1596.an estimated accuracy of +/- 6 seconds.
 JZ1596
 JZ1596.The orthometric height was determined by differential leveling
 JZ1596.and adjusted by the National Geodetic Survey in June 1991..
 JZ1596
 JZ1596.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1596.See file dsdata.txt to determine how the superseded data were derived.
 JZ1596
 JZ1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK555058(NAD 83)
 JZ1596_MARKER: DB = BENCH MARK DISK
 JZ1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1596_STAMPING: E 276 1947
 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 = OCTOBER  6, 2006
 JZ1468 ***********************************************************************
 JZ1468  DESIGNATION -  E 277
 JZ1468  PID         -  JZ1468
 JZ1468  STATE/COUNTY-  IN/WAYNE
 JZ1468  USGS QUAD   -  NEW PARIS (1981)
 JZ1468
 JZ1468                         *CURRENT SURVEY CONTROL
 JZ1468  ___________________________________________________________________
 JZ1468* NAD 83(1986)-  39 45 22.     (N)    084 50 56.     (W)     SCALED    
 JZ1468* NAVD 88     -       343.604  (meters)    1127.31   (feet)  ADJUSTED  
 JZ1468  ___________________________________________________________________
 JZ1468  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JZ1468  DYNAMIC HT  -         343.402 (meters)    1126.64  (feet)  COMP
 JZ1468  MODELED GRAV-     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 topographic map and have
 JZ1468.an estimated accuracy of +/- 6 seconds.
 JZ1468
 JZ1468.The orthometric height was determined by differential leveling
 JZ1468.and adjusted by the National Geodetic Survey in June 1991..
 JZ1468
 JZ1468.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1468.See file dsdata.txt to determine how the superseded data were derived.
 JZ1468
 JZ1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK842029(NAD 83)
 JZ1468_MARKER: DB = BENCH MARK DISK
 JZ1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1468_STAMPING: E 277 1947
 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 = OCTOBER  6, 2006
 HZ1322 ***********************************************************************
 HZ1322  CBN         -  This is a Cooperative Base Network Control Station.
 HZ1322  DESIGNATION -  E 278
 HZ1322  PID         -  HZ1322
 HZ1322  STATE/COUNTY-  IN/FLOYD
 HZ1322  USGS QUAD   -  NEW ALBANY (1992)
 HZ1322
 HZ1322                         *CURRENT SURVEY CONTROL
 HZ1322  ___________________________________________________________________
 HZ1322* NAD 83(1997)-  38 21 40.63466(N)    085 49 00.93197(W)     ADJUSTED  
 HZ1322* NAVD 88     -       165.816  (meters)     544.01   (feet)  ADJUSTED  
 HZ1322  ___________________________________________________________________
 HZ1322  X           -     365,282.773 (meters)                     COMP
 HZ1322  Y           -  -4,994,403.639 (meters)                     COMP
 HZ1322  Z           -   3,937,049.612 (meters)                     COMP
 HZ1322  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 HZ1322  ELLIP HEIGHT-         132.46  (meters)          (04/10/98) GPS OBS
 HZ1322  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HZ1322  DYNAMIC HT  -         165.703 (meters)     543.64  (feet)  COMP
 HZ1322  MODELED GRAV-     979,943.2   (mgal)                       NAVD 88
 HZ1322
 HZ1322  HORZ ORDER  -  B
 HZ1322  VERT ORDER  -  FIRST     CLASS II
 HZ1322  ELLP ORDER  -  FOURTH    CLASS I
 HZ1322
 HZ1322.The horizontal coordinates were established by GPS observations
 HZ1322.and adjusted by the National Geodetic Survey in April 1998..
 HZ1322
 HZ1322.The orthometric height was determined by differential leveling
 HZ1322.and adjusted by the National Geodetic Survey in June 1991..
 HZ1322
 HZ1322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ1322
 HZ1322.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1322
 HZ1322.The ellipsoidal height was determined by GPS observations
 HZ1322.and is referenced to NAD 83.
 HZ1322
 HZ1322.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 HZ1322;SPC IN E     -   345,606.242    86,867.837   MT  0.99996879   -0 05 35.7
 HZ1322;SPC IN E     - 1,133,876.48    284,998.90   sFT  0.99996879   -0 05 35.7
 HZ1322;UTM  16      - 4,246,564.174   603,360.824   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  =   0.99971079
 HZ1322
 HZ1322                          SUPERSEDED SURVEY CONTROL
 HZ1322
 HZ1322  NAVD 88 (04/10/98)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1322.See file dsdata.txt to determine how the superseded data were derived.
 HZ1322
 HZ1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0336146564(NAD 83)
 HZ1322_MARKER: DB = BENCH MARK DISK
 HZ1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1322_STAMPING: E 278 1949
 HZ1322_MARK LOGO: CGS   
 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 - September 16, 2000
 HZ1322
 HZ1322  HISTORY     - Date     Condition        Report By
 HZ1322  HISTORY     - 1949     MONUMENTED       CGS
 HZ1322  HISTORY     - 19970827 GOOD             SEC
 HZ1322  HISTORY     - 20000916 GOOD             INDNR
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0208 ***********************************************************************
 JA0208  DESIGNATION -  E 279
 JA0208  PID         -  JA0208
 JA0208  STATE/COUNTY-  IN/WASHINGTON
 JA0208  USGS QUAD   -  SALEM (1994)
 JA0208
 JA0208                         *CURRENT SURVEY CONTROL
 JA0208  ___________________________________________________________________
 JA0208* NAD 83(1986)-  38 36 08.     (N)    086 06 09.     (W)     SCALED    
 JA0208* NAVD 88     -       221.998  (meters)     728.34   (feet)  ADJUSTED  
 JA0208  ___________________________________________________________________
 JA0208  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JA0208  DYNAMIC HT  -         221.850 (meters)     727.85  (feet)  COMP
 JA0208  MODELED GRAV-     979,957.3   (mgal)                       NAVD 88
 JA0208
 JA0208  VERT ORDER  -  FIRST     CLASS II
 JA0208
 JA0208.The horizontal coordinates were scaled from a topographic map and have
 JA0208.an estimated accuracy of +/- 6 seconds.
 JA0208
 JA0208.The orthometric height was determined by differential leveling
 JA0208.and adjusted by the National Geodetic Survey in June 1991..
 JA0208
 JA0208.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0208.See file dsdata.txt to determine how the superseded data were derived.
 JA0208
 JA0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH781730(NAD 83)
 JA0208_MARKER: DB = BENCH MARK DISK
 JA0208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0208_SP_SET: BRIDGE
 JA0208_STAMPING: E 279 1949
 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 = OCTOBER  6, 2006
 JA0806 ***********************************************************************
 JA0806  DESIGNATION -  E 280
 JA0806  PID         -  JA0806
 JA0806  STATE/COUNTY-  IN/GREENE
 JA0806  USGS QUAD   -  OWENSBURG (1978)
 JA0806
 JA0806                         *CURRENT SURVEY CONTROL
 JA0806  ___________________________________________________________________
 JA0806* NAD 83(1986)-  38 57 33.     (N)    086 44 36.     (W)     SCALED    
 JA0806* NAVD 88     -       264.551  (meters)     867.95   (feet)  ADJUSTED  
 JA0806  ___________________________________________________________________
 JA0806  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JA0806  DYNAMIC HT  -         264.383 (meters)     867.40  (feet)  COMP
 JA0806  MODELED GRAV-     979,986.6   (mgal)                       NAVD 88
 JA0806
 JA0806  VERT ORDER  -  FIRST     CLASS II
 JA0806
 JA0806.The horizontal coordinates were scaled from a topographic map and have
 JA0806.an estimated accuracy of +/- 6 seconds.
 JA0806
 JA0806.The orthometric height was determined by differential leveling
 JA0806.and adjusted by the National Geodetic Survey in June 1991..
 JA0806
 JA0806.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0806.See file dsdata.txt to determine how the superseded data were derived.
 JA0806
 JA0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ222122(NAD 83)
 JA0806_MARKER: DB = BENCH MARK DISK
 JA0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0806_STAMPING: E 280 1949
 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 = OCTOBER  6, 2006
 JA0117 ***********************************************************************
 JA0117  DESIGNATION -  E 281
 JA0117  PID         -  JA0117
 JA0117  STATE/COUNTY-  IN/LAWRENCE
 JA0117  USGS QUAD   -  BEDFORD EAST (1978)
 JA0117
 JA0117                         *CURRENT SURVEY CONTROL
 JA0117  ___________________________________________________________________
 JA0117* NAD 83(1986)-  38 46 26.     (N)    086 29 10.     (W)     SCALED    
 JA0117* NAVD 88     -       198.178  (meters)     650.19   (feet)  ADJUSTED  
 JA0117  ___________________________________________________________________
 JA0117  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JA0117  DYNAMIC HT  -         198.051 (meters)     649.77  (feet)  COMP
 JA0117  MODELED GRAV-     979,984.0   (mgal)                       NAVD 88
 JA0117
 JA0117  VERT ORDER  -  FIRST     CLASS II
 JA0117
 JA0117.The horizontal coordinates were scaled from a topographic map and have
 JA0117.an estimated accuracy of +/- 6 seconds.
 JA0117
 JA0117.The orthometric height was determined by differential leveling
 JA0117.and adjusted by the National Geodetic Survey in June 1991..
 JA0117
 JA0117.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0117.See file dsdata.txt to determine how the superseded data were derived.
 JA0117
 JA0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH446918(NAD 83)
 JA0117_MARKER: DB = BENCH MARK DISK
 JA0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0117_STAMPING: E 281 1949
 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             NGS
 JA0117
 JA0117                          STATION DESCRIPTION
 JA0117
 JA0117'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0789 ***********************************************************************
 JA0789  DESIGNATION -  E 282
 JA0789  PID         -  JA0789
 JA0789  STATE/COUNTY-  IN/LAWRENCE
 JA0789  USGS QUAD   -  OOLITIC (1978)
 JA0789
 JA0789                         *CURRENT SURVEY CONTROL
 JA0789  ___________________________________________________________________
 JA0789* NAD 83(1986)-  38 55 23.     (N)    086 33 55.     (W)     SCALED    
 JA0789* NAVD 88     -       188.538  (meters)     618.56   (feet)  ADJUSTED  
 JA0789  ___________________________________________________________________
 JA0789  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JA0789  DYNAMIC HT  -         188.420 (meters)     618.17  (feet)  COMP
 JA0789  MODELED GRAV-     979,998.1   (mgal)                       NAVD 88
 JA0789
 JA0789  VERT ORDER  -  FIRST     CLASS II
 JA0789
 JA0789.The horizontal coordinates were scaled from a topographic map and have
 JA0789.an estimated accuracy of +/- 6 seconds.
 JA0789
 JA0789.The orthometric height was determined by differential leveling
 JA0789.and adjusted by the National Geodetic Survey in June 1991..
 JA0789
 JA0789.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0789.See file dsdata.txt to determine how the superseded data were derived.
 JA0789
 JA0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ376083(NAD 83)
 JA0789_MARKER: DB = BENCH MARK DISK
 JA0789_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0789_SP_SET: BRIDGE
 JA0789_STAMPING: E 282 1949
 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 = OCTOBER  6, 2006
 JA0790 ***********************************************************************
 JA0790  DESIGNATION -  E 282 RESET 1958
 JA0790  PID         -  JA0790
 JA0790  STATE/COUNTY-  IN/LAWRENCE
 JA0790  USGS QUAD   -  OOLITIC (1978)
 JA0790
 JA0790                         *CURRENT SURVEY CONTROL
 JA0790  ___________________________________________________________________
 JA0790* NAD 83(1986)-  38 55 23.     (N)    086 33 57.     (W)     SCALED    
 JA0790* NAVD 88     -       188.94   (meters)     619.9    (feet)  RESET     
 JA0790  ___________________________________________________________________
 JA0790  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JA0790
 JA0790  VERT ORDER  -  THIRD
 JA0790
 JA0790.The horizontal coordinates were scaled from a topographic map and have
 JA0790.an estimated accuracy of +/- 6 seconds.
 JA0790
 JA0790.The orthometric height was computed from unverified reset data.
 JA0790
 JA0790.The geoid height was determined by GEOID03.
 JA0790
 JA0790;                    North         East    Units  Estimated Accuracy
 JA0790;SPC IN W     -   408,080.      944,880.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0790.See file dsdata.txt to determine how the superseded data were derived.
 JA0790
 JA0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ376083(NAD 83)
 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_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 = OCTOBER  6, 2006
 JA1210 ***********************************************************************
 JA1210  DESIGNATION -  E 283
 JA1210  PID         -  JA1210
 JA1210  STATE/COUNTY-  IN/POSEY
 JA1210  USGS QUAD   -  NEW HARMONY (1980)
 JA1210
 JA1210                         *CURRENT SURVEY CONTROL
 JA1210  ___________________________________________________________________
 JA1210* NAD 83(1986)-  38 09 27.     (N)    087 54 25.     (W)     SCALED    
 JA1210* NAVD 88     -       113.913  (meters)     373.73   (feet)  ADJUSTED  
 JA1210  ___________________________________________________________________
 JA1210  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 JA1210  DYNAMIC HT  -         113.837 (meters)     373.48  (feet)  COMP
 JA1210  MODELED GRAV-     979,957.5   (mgal)                       NAVD 88
 JA1210
 JA1210  VERT ORDER  -  FIRST     CLASS II
 JA1210
 JA1210.The horizontal coordinates were scaled from a topographic map and have
 JA1210.an estimated accuracy of +/- 6 seconds.
 JA1210
 JA1210.The orthometric height was determined by differential leveling
 JA1210.and adjusted by the National Geodetic Survey in June 1991..
 JA1210
 JA1210.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1210.See file dsdata.txt to determine how the superseded data were derived.
 JA1210
 JA1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH205236(NAD 83)
 JA1210_MARKER: DB = BENCH MARK DISK
 JA1210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1210_SP_SET: BRIDGE
 JA1210_STAMPING: E 283 1954
 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 = OCTOBER  6, 2006
 JA1185 ***********************************************************************
 JA1185  DESIGNATION -  E 284
 JA1185  PID         -  JA1185
 JA1185  STATE/COUNTY-  IN/GIBSON
 JA1185  USGS QUAD   -  GRAYVILLE (1980)
 JA1185
 JA1185                         *CURRENT SURVEY CONTROL
 JA1185  ___________________________________________________________________
 JA1185* NAD 83(1986)-  38 17 04.     (N)    087 52 40.     (W)     SCALED    
 JA1185* NAVD 88     -       116.306  (meters)     381.58   (feet)  ADJUSTED  
 JA1185  ___________________________________________________________________
 JA1185  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 JA1185  DYNAMIC HT  -         116.230 (meters)     381.33  (feet)  COMP
 JA1185  MODELED GRAV-     979,974.2   (mgal)                       NAVD 88
 JA1185
 JA1185  VERT ORDER  -  FIRST     CLASS II
 JA1185
 JA1185.The horizontal coordinates were scaled from a topographic map and have
 JA1185.an estimated accuracy of +/- 6 seconds.
 JA1185
 JA1185.The orthometric height was determined by differential leveling
 JA1185.and adjusted by the National Geodetic Survey in June 1991..
 JA1185
 JA1185.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1185.See file dsdata.txt to determine how the superseded data were derived.
 JA1185
 JA1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH232377(NAD 83)
 JA1185_MARKER: DB = BENCH MARK DISK
 JA1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1185_STAMPING: E 284 1954
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1347 ***********************************************************************
 JA1347  DESIGNATION -  E 285
 JA1347  PID         -  JA1347
 JA1347  STATE/COUNTY-  IN/KNOX
 JA1347  USGS QUAD   -  DECKER (1984)
 JA1347
 JA1347                         *CURRENT SURVEY CONTROL
 JA1347  ___________________________________________________________________
 JA1347* NAD 83(1986)-  38 36 05.     (N)    087 36 44.     (W)     SCALED    
 JA1347* NAVD 88     -       124.269  (meters)     407.71   (feet)  ADJUSTED  
 JA1347  ___________________________________________________________________
 JA1347  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 JA1347  DYNAMIC HT  -         124.192 (meters)     407.45  (feet)  COMP
 JA1347  MODELED GRAV-     980,006.2   (mgal)                       NAVD 88
 JA1347
 JA1347  VERT ORDER  -  FIRST     CLASS II
 JA1347
 JA1347.The horizontal coordinates were scaled from a topographic map and have
 JA1347.an estimated accuracy of +/- 6 seconds.
 JA1347
 JA1347.The orthometric height was determined by differential leveling
 JA1347.and adjusted by the National Geodetic Survey in June 1991..
 JA1347
 JA1347.The geoid height was determined by GEOID03.
 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.      853,930.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1347.See file dsdata.txt to determine how the superseded data were derived.
 JA1347
 JA1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH466727(NAD 83)
 JA1347_MARKER: DB = BENCH MARK DISK
 JA1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1347_STAMPING: E 285 1954
 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 = OCTOBER  6, 2006
 ME1120 ***********************************************************************
 ME1120  DESIGNATION -  E 286 RESET 1967
 ME1120  PID         -  ME1120
 ME1120  STATE/COUNTY-  IN/NEWTON
 ME1120  USGS QUAD   -  SCHNEIDER (1992)
 ME1120
 ME1120                         *CURRENT SURVEY CONTROL
 ME1120  ___________________________________________________________________
 ME1120* NAD 83(1986)-  41 08 41.     (N)    087 27 41.     (W)     SCALED    
 ME1120* NAVD 88     -       196.23   (meters)     643.8    (feet)  RESET     
 ME1120  ___________________________________________________________________
 ME1120  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 ME1120
 ME1120  VERT ORDER  -  THIRD
 ME1120
 ME1120.The horizontal coordinates were scaled from a topographic map and have
 ME1120.an estimated accuracy of +/- 6 seconds.
 ME1120
 ME1120.The orthometric height was computed from unverified reset data.
 ME1120
 ME1120.The geoid height was determined by GEOID03.
 ME1120
 ME1120;                    North         East    Units  Estimated Accuracy
 ME1120;SPC IN W     -   654,700.      868,260.      MT  (+/- 180 meters Scaled)
 ME1120
 ME1120                          SUPERSEDED SURVEY CONTROL
 ME1120
 ME1120.No superseded survey control is available for this station.
 ME1120
 ME1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL612549(NAD 83)
 ME1120_MARKER: DB = BENCH MARK DISK
 ME1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1120_STAMPING: E 286 RESET 1967
 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 = OCTOBER  6, 2006
 LB1442 ***********************************************************************
 LB1442  DESIGNATION -  E 29
 LB1442  PID         -  LB1442
 LB1442  STATE/COUNTY-  IN/JASPER
 LB1442  USGS QUAD   -  REMINGTON (1980)
 LB1442
 LB1442                         *CURRENT SURVEY CONTROL
 LB1442  ___________________________________________________________________
 LB1442* NAD 83(1986)-  40 45 45.     (N)    087 13 48.     (W)     SCALED    
 LB1442* NAVD 88     -       227.190  (meters)     745.37   (feet)  ADJUSTED  
 LB1442  ___________________________________________________________________
 LB1442  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 LB1442  DYNAMIC HT  -         227.086 (meters)     745.03  (feet)  COMP
 LB1442  MODELED GRAV-     980,162.3   (mgal)                       NAVD 88
 LB1442
 LB1442  VERT ORDER  -  SECOND    CLASS 0
 LB1442
 LB1442.The horizontal coordinates were scaled from a topographic map and have
 LB1442.an estimated accuracy of +/- 6 seconds.
 LB1442
 LB1442.The orthometric height was determined by differential leveling
 LB1442.and adjusted by the National Geodetic Survey in June 1991..
 LB1442
 LB1442.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1442.See file dsdata.txt to determine how the superseded data were derived.
 LB1442
 LB1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL805124(NAD 83)
 LB1442_MARKER: DB = BENCH MARK DISK
 LB1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1442_STAMPING: E 29 1934
 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             NGS
 LB1442
 LB1442                          STATION DESCRIPTION
 LB1442
 LB1442'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA0618 ***********************************************************************
 HA0618  DESIGNATION -  E 291
 HA0618  PID         -  HA0618
 HA0618  STATE/COUNTY-  IN/WARRICK
 HA0618  USGS QUAD   -  YANKEETOWN (1983)
 HA0618
 HA0618                         *CURRENT SURVEY CONTROL
 HA0618  ___________________________________________________________________
 HA0618* NAD 83(1986)-  37 54 01.     (N)    087 18 30.     (W)     SCALED    
 HA0618* NAVD 88     -       114.276  (meters)     374.92   (feet)  ADJUSTED  
 HA0618  ___________________________________________________________________
 HA0618  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 HA0618  DYNAMIC HT  -         114.197 (meters)     374.66  (feet)  COMP
 HA0618  MODELED GRAV-     979,939.6   (mgal)                       NAVD 88
 HA0618
 HA0618  VERT ORDER  -  FIRST     CLASS II
 HA0618
 HA0618.The horizontal coordinates were scaled from a topographic map and have
 HA0618.an estimated accuracy of +/- 6 seconds.
 HA0618
 HA0618.The orthometric height was determined by differential leveling
 HA0618.and adjusted by the National Geodetic Survey in June 1991..
 HA0618
 HA0618.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0618.See file dsdata.txt to determine how the superseded data were derived.
 HA0618
 HA0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG728947(NAD 83)
 HA0618_MARKER: DB = BENCH MARK DISK
 HA0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0618_STAMPING: E 291 1962
 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             NGS
 HA0618
 HA0618                          STATION DESCRIPTION
 HA0618
 HA0618'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1306 ***********************************************************************
 JA1306  DESIGNATION -  E 292
 JA1306  PID         -  JA1306
 JA1306  STATE/COUNTY-  IN/KNOX
 JA1306  USGS QUAD   -  RUSSELLVILLE (1977)
 JA1306
 JA1306                         *CURRENT SURVEY CONTROL
 JA1306  ___________________________________________________________________
 JA1306* NAD 83(1986)-  38 50 45.     (N)    087 30 17.     (W)     SCALED    
 JA1306* NAVD 88     -       129.671  (meters)     425.43   (feet)  ADJUSTED  
 JA1306  ___________________________________________________________________
 JA1306  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JA1306  DYNAMIC HT  -         129.592 (meters)     425.17  (feet)  COMP
 JA1306  MODELED GRAV-     980,021.8   (mgal)                       NAVD 88
 JA1306
 JA1306  VERT ORDER  -  FIRST     CLASS II
 JA1306
 JA1306.The horizontal coordinates were scaled from a topographic map and have
 JA1306.an estimated accuracy of +/- 6 seconds.
 JA1306
 JA1306.The orthometric height was determined by differential leveling
 JA1306.and adjusted by the National Geodetic Survey in June 1991..
 JA1306
 JA1306.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1306.See file dsdata.txt to determine how the superseded data were derived.
 JA1306
 JA1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH562997(NAD 83)
 JA1306_MARKER: DB = BENCH MARK DISK
 JA1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1306_STAMPING: E 292 1956
 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 = OCTOBER  6, 2006
 KA1112 ***********************************************************************
 KA1112  DESIGNATION -  E 293
 KA1112  PID         -  KA1112
 KA1112  STATE/COUNTY-  IN/VIGO
 KA1112  USGS QUAD   -  TERRE HAUTE (1993)
 KA1112
 KA1112                         *CURRENT SURVEY CONTROL
 KA1112  ___________________________________________________________________
 KA1112* NAD 83(1986)-  39 26 42.     (N)    087 25 11.     (W)     SCALED    
 KA1112* NAVD 88     -       150.679  (meters)     494.35   (feet)  ADJUSTED  
 KA1112  ___________________________________________________________________
 KA1112  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KA1112  DYNAMIC HT  -         150.593 (meters)     494.07  (feet)  COMP
 KA1112  MODELED GRAV-     980,056.5   (mgal)                       NAVD 88
 KA1112
 KA1112  VERT ORDER  -  FIRST     CLASS II
 KA1112
 KA1112.The horizontal coordinates were scaled from a topographic map and have
 KA1112.an estimated accuracy of +/- 6 seconds.
 KA1112
 KA1112.The orthometric height was determined by differential leveling
 KA1112.and adjusted by the National Geodetic Survey in June 1991..
 KA1112
 KA1112.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1112.See file dsdata.txt to determine how the superseded data were derived.
 KA1112
 KA1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ638662(NAD 83)
 KA1112_MARKER: DB = BENCH MARK DISK
 KA1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1112_STAMPING: E 293 1956
 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 = OCTOBER  6, 2006
 JA1258 ***********************************************************************
 JA1258  DESIGNATION -  E 296
 JA1258  PID         -  JA1258
 JA1258  STATE/COUNTY-  IN/VANDERBURGH
 JA1258  USGS QUAD   -  EVANSVILLE NORTH (1988)
 JA1258
 JA1258                         *CURRENT SURVEY CONTROL
 JA1258  ___________________________________________________________________
 JA1258* NAD 83(1986)-  38 02 08.     (N)    087 32 12.     (W)     SCALED    
 JA1258* NAVD 88     -       116.693  (meters)     382.85   (feet)  ADJUSTED  
 JA1258  ___________________________________________________________________
 JA1258  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 JA1258  DYNAMIC HT  -         116.613 (meters)     382.59  (feet)  COMP
 JA1258  MODELED GRAV-     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 topographic map and have
 JA1258.an estimated accuracy of +/- 6 seconds.
 JA1258
 JA1258.The orthometric height was determined by differential leveling
 JA1258.and adjusted by the National Geodetic Survey in June 1991..
 JA1258
 JA1258.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1258.See file dsdata.txt to determine how the superseded data were derived.
 JA1258
 JA1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH529098(NAD 83)
 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             NGS
 JA1258  HISTORY     - 1985     GOOD             NGS
 JA1258  HISTORY     - 19921209 MARK NOT FOUND   LOCENG
 JA1258
 JA1258                          STATION DESCRIPTION
 JA1258
 JA1258'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA2151 ***********************************************************************
 JA2151  DESIGNATION -  E 296 RESET
 JA2151  PID         -  JA2151
 JA2151  STATE/COUNTY-  IN/VANDERBURGH
 JA2151  USGS QUAD   -  EVANSVILLE NORTH (1988)
 JA2151
 JA2151                         *CURRENT SURVEY CONTROL
 JA2151  ___________________________________________________________________
 JA2151* NAD 83(1986)-  38 02 08.     (N)    087 32 12.     (W)     SCALED    
 JA2151* NAVD 88     -       117.18   (meters)     384.4    (feet)  RESET     
 JA2151  ___________________________________________________________________
 JA2151  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 JA2151
 JA2151  VERT ORDER  -  THIRD
 JA2151
 JA2151.The horizontal coordinates were scaled from a topographic map and have
 JA2151.an estimated accuracy of +/- 6 seconds.
 JA2151
 JA2151.The orthometric height was computed from unverified reset data.
 JA2151
 JA2151.The geoid height was determined by GEOID03.
 JA2151
 JA2151;                    North         East    Units  Estimated Accuracy
 JA2151;SPC IN W     -   309,540.      860,200.      MT  (+/- 180 meters Scaled)
 JA2151
 JA2151                          SUPERSEDED SURVEY CONTROL
 JA2151
 JA2151  NGVD 29 (04/16/04)  117.27   (m)          384.7    (f) RESET       3  
 JA2151
 JA2151.Superseded values are not recommended for survey control.
 JA2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2151.See file dsdata.txt to determine how the superseded data were derived.
 JA2151
 JA2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH529098(NAD 83)
 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 = OCTOBER  6, 2006
 MD0671 ***********************************************************************
 MD0671  DESIGNATION -  E 305
 MD0671  PID         -  MD0671
 MD0671  STATE/COUNTY-  IN/WHITLEY
 MD0671  USGS QUAD   -  COLUMBIA CITY (1981)
 MD0671
 MD0671                         *CURRENT SURVEY CONTROL
 MD0671  ___________________________________________________________________
 MD0671* NAD 83(1986)-  41 08 09.     (N)    085 25 44.     (W)     SCALED    
 MD0671* NAVD 88     -       253.873  (meters)     832.91   (feet)  ADJUSTED  
 MD0671  ___________________________________________________________________
 MD0671  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MD0671  DYNAMIC HT  -         253.776 (meters)     832.60  (feet)  COMP
 MD0671  MODELED GRAV-     980,232.6   (mgal)                       NAVD 88
 MD0671
 MD0671  VERT ORDER  -  FIRST     CLASS I
 MD0671
 MD0671.The horizontal coordinates were scaled from a topographic map and have
 MD0671.an estimated accuracy of +/- 6 seconds.
 MD0671
 MD0671.The orthometric height was determined by differential leveling
 MD0671.and adjusted by the National Geodetic Survey in June 1991..
 MD0671
 MD0671.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0671.See file dsdata.txt to determine how the superseded data were derived.
 MD0671
 MD0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL318550(NAD 83)
 MD0671_MARKER: DB = BENCH MARK DISK
 MD0671_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0671_SP_SET: CULVERT
 MD0671_STAMPING: E 305 1963
 MD0671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0671
 MD0671  HISTORY     - Date     Condition        Report By
 MD0671  HISTORY     - 1963     MONUMENTED       CGS
 MD0671  HISTORY     - 1968     GOOD             NGS
 MD0671  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0671
 MD0671                          STATION DESCRIPTION
 MD0671
 MD0671'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1014 ***********************************************************************
 JZ1014  DESIGNATION -  E 306
 JZ1014  PID         -  JZ1014
 JZ1014  STATE/COUNTY-  IN/DEARBORN
 JZ1014  USGS QUAD   -  AURORA (1981)
 JZ1014
 JZ1014                         *CURRENT SURVEY CONTROL
 JZ1014  ___________________________________________________________________
 JZ1014* NAD 83(1986)-  39 02 47.     (N)    084 53 34.     (W)     SCALED    
 JZ1014* NAVD 88     -       142.018  (meters)     465.94   (feet)  ADJUSTED  
 JZ1014  ___________________________________________________________________
 JZ1014  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JZ1014  DYNAMIC HT  -         141.927 (meters)     465.64  (feet)  COMP
 JZ1014  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 JZ1014
 JZ1014  VERT ORDER  -  FIRST     CLASS II
 JZ1014
 JZ1014.The horizontal coordinates were scaled from a topographic map and have
 JZ1014.an estimated accuracy of +/- 6 seconds.
 JZ1014
 JZ1014.The orthometric height was determined by differential leveling
 JZ1014.and adjusted by the National Geodetic Survey in June 1991..
 JZ1014.WARNING-Repeat measurements at this control monument indicate possible
 JZ1014.vertical movement.
 JZ1014
 JZ1014.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1014.See file dsdata.txt to determine how the superseded data were derived.
 JZ1014
 JZ1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ823240(NAD 83)
 JZ1014_MARKER: DB = BENCH MARK DISK
 JZ1014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1014_SP_SET: CONCRETE BASE
 JZ1014_STAMPING: E 306 1964
 JZ1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1014
 JZ1014  HISTORY     - Date     Condition        Report By
 JZ1014  HISTORY     - 1964     MONUMENTED       CGS
 JZ1014  HISTORY     - 1965     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 JA0650 ***********************************************************************
 JA0650  DESIGNATION -  E 309
 JA0650  PID         -  JA0650
 JA0650  STATE/COUNTY-  IN/LAWRENCE
 JA0650  USGS QUAD   -  GEORGIA (1993)
 JA0650
 JA0650                         *CURRENT SURVEY CONTROL
 JA0650  ___________________________________________________________________
 JA0650* NAD 83(1986)-  38 42 51.     (N)    086 33 26.     (W)     SCALED    
 JA0650* NAVD 88     -       203.305  (meters)     667.01   (feet)  ADJUSTED  
 JA0650  ___________________________________________________________________
 JA0650  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JA0650  DYNAMIC HT  -         203.172 (meters)     666.57  (feet)  COMP
 JA0650  MODELED GRAV-     979,970.3   (mgal)                       NAVD 88
 JA0650
 JA0650  VERT ORDER  -  FIRST     CLASS II
 JA0650
 JA0650.The horizontal coordinates were scaled from a topographic map and have
 JA0650.an estimated accuracy of +/- 6 seconds.
 JA0650
 JA0650.The orthometric height was determined by differential leveling
 JA0650.and adjusted by the National Geodetic Survey in June 1991..
 JA0650
 JA0650.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0650.See file dsdata.txt to determine how the superseded data were derived.
 JA0650
 JA0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH384851(NAD 83)
 JA0650_MARKER: DB = BENCH MARK DISK
 JA0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0650_STAMPING: E 309 1965
 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 = OCTOBER  6, 2006
 LB0740 ***********************************************************************
 LB0740  DESIGNATION -  E 31
 LB0740  PID         -  LB0740
 LB0740  STATE/COUNTY-  IN/TIPPECANOE
 LB0740  USGS QUAD   -  LAFAYETTE WEST (1987)
 LB0740
 LB0740                         *CURRENT SURVEY CONTROL
 LB0740  ___________________________________________________________________
 LB0740* NAD 83(1986)-  40 25 36.     (N)    086 56 38.     (W)     SCALED    
 LB0740* NAVD 88     -       196.986  (meters)     646.28   (feet)  ADJUSTED  
 LB0740  ___________________________________________________________________
 LB0740  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 LB0740  DYNAMIC HT  -         196.890 (meters)     645.96  (feet)  COMP
 LB0740  MODELED GRAV-     980,135.1   (mgal)                       NAVD 88
 LB0740
 LB0740  VERT ORDER  -  SECOND    CLASS 0
 LB0740
 LB0740.The horizontal coordinates were scaled from a topographic map and have
 LB0740.an estimated accuracy of +/- 6 seconds.
 LB0740
 LB0740.The orthometric height was determined by differential leveling
 LB0740.and adjusted by the National Geodetic Survey in June 1991..
 LB0740
 LB0740.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0740.See file dsdata.txt to determine how the superseded data were derived.
 LB0740
 LB0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK047751(NAD 83)
 LB0740_MARKER: DB = BENCH MARK DISK
 LB0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0740_STAMPING: E 31 1934
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0093 ***********************************************************************
 JA0093  DESIGNATION -  E 310
 JA0093  PID         -  JA0093
 JA0093  STATE/COUNTY-  IN/ORANGE
 JA0093  USGS QUAD   -  PAOLI (1993)
 JA0093
 JA0093                         *CURRENT SURVEY CONTROL
 JA0093  ___________________________________________________________________
 JA0093* NAD 83(1986)-  38 33 42.     (N)    086 27 51.     (W)     SCALED    
 JA0093* NAVD 88     -       206.323  (meters)     676.91   (feet)  ADJUSTED  
 JA0093  ___________________________________________________________________
 JA0093  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JA0093  DYNAMIC HT  -         206.182 (meters)     676.45  (feet)  COMP
 JA0093  MODELED GRAV-     979,939.6   (mgal)                       NAVD 88
 JA0093
 JA0093  VERT ORDER  -  FIRST     CLASS II
 JA0093
 JA0093.The horizontal coordinates were scaled from a topographic map and have
 JA0093.an estimated accuracy of +/- 6 seconds.
 JA0093
 JA0093.The orthometric height was determined by differential leveling
 JA0093.and adjusted by the National Geodetic Survey in June 1991..
 JA0093
 JA0093.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0093.See file dsdata.txt to determine how the superseded data were derived.
 JA0093
 JA0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH466682(NAD 83)
 JA0093_MARKER: DB = BENCH MARK DISK
 JA0093_SETTING: 0 = UNSPECIFIED SETTING
 JA0093_STAMPING: E 310 1965
 JA0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JA0705 ***********************************************************************
 JA0705  DESIGNATION -  E 311
 JA0705  PID         -  JA0705
 JA0705  STATE/COUNTY-  IN/MARTIN
 JA0705  USGS QUAD   -  SHOALS (1993)
 JA0705
 JA0705                         *CURRENT SURVEY CONTROL
 JA0705  ___________________________________________________________________
 JA0705* NAD 83(1986)-  38 40 48.     (N)    086 48 55.     (W)     SCALED    
 JA0705* NAVD 88     -       146.654  (meters)     481.15   (feet)  ADJUSTED  
 JA0705  ___________________________________________________________________
 JA0705  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JA0705  DYNAMIC HT  -         146.559 (meters)     480.84  (feet)  COMP
 JA0705  MODELED GRAV-     979,976.7   (mgal)                       NAVD 88
 JA0705
 JA0705  VERT ORDER  -  FIRST     CLASS II
 JA0705
 JA0705.The horizontal coordinates were scaled from a topographic map and have
 JA0705.an estimated accuracy of +/- 6 seconds.
 JA0705
 JA0705.The orthometric height was determined by differential leveling
 JA0705.and adjusted by the National Geodetic Survey in June 1991..
 JA0705
 JA0705.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0705.See file dsdata.txt to determine how the superseded data were derived.
 JA0705
 JA0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH160812(NAD 83)
 JA0705_MARKER: DB = BENCH MARK DISK
 JA0705_SETTING: 66 = SET IN ROCK OUTCROP
 JA0705_SP_SET: ROCK OUTCROP
 JA0705_STAMPING: E 311 1965
 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 = OCTOBER  6, 2006
 JA0832 ***********************************************************************
 JA0832  DESIGNATION -  E 312
 JA0832  PID         -  JA0832
 JA0832  STATE/COUNTY-  IN/DAVIESS
 JA0832  USGS QUAD   -  WASHINGTON (1980)
 JA0832
 JA0832                         *CURRENT SURVEY CONTROL
 JA0832  ___________________________________________________________________
 JA0832* NAD 83(1986)-  38 41 38.     (N)    087 07 53.     (W)     SCALED    
 JA0832* NAVD 88     -       143.003  (meters)     469.17   (feet)  ADJUSTED  
 JA0832  ___________________________________________________________________
 JA0832  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JA0832  DYNAMIC HT  -         142.913 (meters)     468.87  (feet)  COMP
 JA0832  MODELED GRAV-     979,994.0   (mgal)                       NAVD 88
 JA0832
 JA0832  VERT ORDER  -  FIRST     CLASS II
 JA0832
 JA0832.The horizontal coordinates were scaled from a topographic map and have
 JA0832.an estimated accuracy of +/- 6 seconds.
 JA0832
 JA0832.The orthometric height was determined by differential leveling
 JA0832.and adjusted by the National Geodetic Survey in June 1991..
 JA0832
 JA0832.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 JA0832;SPC IN W     -   382,520.      895,820.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0832.See file dsdata.txt to determine how the superseded data were derived.
 JA0832
 JA0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH885828(NAD 83)
 JA0832_MARKER: DB = BENCH MARK DISK
 JA0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0832_SP_SET: CONCRETE POST
 JA0832_STAMPING: E 312 1965
 JA0832_MARK LOGO: CGS   
 JA0832_PROJECTION: PROJECTING 5 CENTIMETERS
 JA0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0832+STABILITY: SURFACE MOTION
 JA0832
 JA0832  HISTORY     - Date     Condition        Report By
 JA0832  HISTORY     - 1965     MONUMENTED       CGS
 JA0832  HISTORY     - 1986     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0432 ***********************************************************************
 JA0432  DESIGNATION -  E 313
 JA0432  PID         -  JA0432
 JA0432  STATE/COUNTY-  IN/CRAWFORD
 JA0432  USGS QUAD   -  LEAVENWORTH (1980)
 JA0432
 JA0432                         *CURRENT SURVEY CONTROL
 JA0432  ___________________________________________________________________
 JA0432* NAD 83(1986)-  38 12 27.     (N)    086 21 23.     (W)     SCALED    
 JA0432* NAVD 88     -       218.997  (meters)     718.49   (feet)  ADJUSTED  
 JA0432  ___________________________________________________________________
 JA0432  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JA0432  DYNAMIC HT  -         218.840 (meters)     717.98  (feet)  COMP
 JA0432  MODELED GRAV-     979,907.8   (mgal)                       NAVD 88
 JA0432
 JA0432  VERT ORDER  -  FIRST     CLASS II
 JA0432
 JA0432.The horizontal coordinates were scaled from a topographic map and have
 JA0432.an estimated accuracy of +/- 6 seconds.
 JA0432
 JA0432.The orthometric height was determined by differential leveling
 JA0432.and adjusted by the National Geodetic Survey in June 1991..
 JA0432
 JA0432.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0432.See file dsdata.txt to determine how the superseded data were derived.
 JA0432
 JA0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH563290(NAD 83)
 JA0432_MARKER: DB = BENCH MARK DISK
 JA0432_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0432_SP_SET: 12 FEET
 JA0432_STAMPING: E 313 1965
 JA0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0432
 JA0432  HISTORY     - Date     Condition        Report By
 JA0432  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0858 ***********************************************************************
 JA0858  DESIGNATION -  E 314
 JA0858  PID         -  JA0858
 JA0858  STATE/COUNTY-  IN/KNOX
 JA0858  USGS QUAD   -  WHEATLAND (1988)
 JA0858
 JA0858                         *CURRENT SURVEY CONTROL
 JA0858  ___________________________________________________________________
 JA0858* NAD 83(1986)-  38 39 48.     (N)    087 16 20.     (W)     SCALED    
 JA0858* NAVD 88     -       141.326  (meters)     463.67   (feet)  ADJUSTED  
 JA0858  ___________________________________________________________________
 JA0858  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JA0858  DYNAMIC HT  -         141.237 (meters)     463.38  (feet)  COMP
 JA0858  MODELED GRAV-     979,993.3   (mgal)                       NAVD 88
 JA0858
 JA0858  VERT ORDER  -  FIRST     CLASS II
 JA0858
 JA0858.The horizontal coordinates were scaled from a topographic map and have
 JA0858.an estimated accuracy of +/- 6 seconds.
 JA0858
 JA0858.The orthometric height was determined by differential leveling
 JA0858.and adjusted by the National Geodetic Survey in June 1991..
 JA0858
 JA0858.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0858.See file dsdata.txt to determine how the superseded data were derived.
 JA0858
 JA0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH763794(NAD 83)
 JA0858_MARKER: DB = BENCH MARK DISK
 JA0858_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0858_SP_SET: SHALLOW-SET PIPE
 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 = OCTOBER  6, 2006
 JA1088 ***********************************************************************
 JA1088  DESIGNATION -  E 315
 JA1088  PID         -  JA1088
 JA1088  STATE/COUNTY-  IN/PIKE
 JA1088  USGS QUAD   -  PETERSBURG (1980)
 JA1088
 JA1088                         *CURRENT SURVEY CONTROL
 JA1088  ___________________________________________________________________
 JA1088* NAD 83(1986)-  38 29 15.     (N)    087 17 05.     (W)     SCALED    
 JA1088* NAVD 88     -       131.799  (meters)     432.41   (feet)  ADJUSTED  
 JA1088  ___________________________________________________________________
 JA1088  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JA1088  DYNAMIC HT  -         131.713 (meters)     432.13  (feet)  COMP
 JA1088  MODELED GRAV-     979,977.9   (mgal)                       NAVD 88
 JA1088
 JA1088  VERT ORDER  -  FIRST     CLASS II
 JA1088
 JA1088.The horizontal coordinates were scaled from a topographic map and have
 JA1088.an estimated accuracy of +/- 6 seconds.
 JA1088
 JA1088.The orthometric height was determined by differential leveling
 JA1088.and adjusted by the National Geodetic Survey in June 1991..
 JA1088
 JA1088.The geoid height was determined by GEOID03.
 JA1088
 JA1088.The dynamic height is computed by dividing the NAVD 88
 JA1088.geopotential number by the normal gravity value computed on the
 JA1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1088.degrees latitude (g = 980.6199 gals.).
 JA1088
 JA1088.The modeled gravity was interpolated from observed gravity values.
 JA1088
 JA1088;                    North         East    Units  Estimated Accuracy
 JA1088;SPC IN W     -   359,620.      882,430.      MT  (+/- 180 meters Scaled)
 JA1088
 JA1088                          SUPERSEDED SURVEY CONTROL
 JA1088
 JA1088  NGVD 29 (??/??/92)  131.937  (m)          432.86   (f) ADJ UNCH    1 2
 JA1088
 JA1088.Superseded values are not recommended for survey control.
 JA1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1088.See file dsdata.txt to determine how the superseded data were derived.
 JA1088
 JA1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH751599(NAD 83)
 JA1088_MARKER: DB = BENCH MARK DISK
 JA1088_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA1088_SP_SET: WINGWALL
 JA1088_STAMPING: E 315 1965
 JA1088_MARK LOGO: CGS   
 JA1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1088+STABILITY: SURFACE MOTION
 JA1088
 JA1088  HISTORY     - Date     Condition        Report By
 JA1088  HISTORY     - 1965     MONUMENTED       CGS
 JA1088  HISTORY     - 1985     GOOD             NGS
 JA1088
 JA1088                          STATION DESCRIPTION
 JA1088
 JA1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA1088'0.4 MI SW FROM PETERSBURG.
 JA1088'ABOUT 0.45 MILE SOUTHWEST ALONG STATE HIGHWAY 57 FROM THE PIKE
 JA1088'COUNTY COURTHOUSE AT PETERSBURG, 105 FEET SOUTHWEST OF THE CENTER
 JA1088'OF A CROSSING OF THE HIGHWAY AND THE NEW YORK CENTRAL RAILROAD,
 JA1088'SET IN THE TOP OF THE EAST CONCRETE WINGWALL OF A HIGHWAY BRIDGE,
 JA1088'60 FEET WEST OF THE WEST RAIL OF THE TRACK, 24 FEET SOUTHWEST OF
 JA1088'THE CENTER LINE OF THE HIGHWAY ABOUT LEVEL WITH THE HIGHWAY, AND
 JA1088'ABOUT LEVEL WITH THE TRACK.
 JA1088
 JA1088                          STATION RECOVERY (1985)
 JA1088
 JA1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JA1088'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN PETERSBURG,
 JA1088'AT THE INTERSECTION OF STATE HIGHWAY 57 AND PIKE AVENUE.  ADD--49.0 M
 JA1088'(160.8 FT) NORTHEAST OF THE EXTENDED AVENUE CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1063 ***********************************************************************
 JA1063  DESIGNATION -  E 316
 JA1063  PID         -  JA1063
 JA1063  STATE/COUNTY-  IN/GIBSON
 JA1063  USGS QUAD   -  FRANCISCO (1977)
 JA1063
 JA1063                         *CURRENT SURVEY CONTROL
 JA1063  ___________________________________________________________________
 JA1063* NAD 83(1986)-  38 16 35.     (N)    087 22 41.     (W)     SCALED    
 JA1063* NAVD 88     -       142.885  (meters)     468.78   (feet)  ADJUSTED  
 JA1063  ___________________________________________________________________
 JA1063  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 JA1063  DYNAMIC HT  -         142.790 (meters)     468.47  (feet)  COMP
 JA1063  MODELED GRAV-     979,960.6   (mgal)                       NAVD 88
 JA1063
 JA1063  VERT ORDER  -  FIRST     CLASS II
 JA1063
 JA1063.The horizontal coordinates were scaled from a topographic map and have
 JA1063.an estimated accuracy of +/- 6 seconds.
 JA1063
 JA1063.The orthometric height was determined by differential leveling
 JA1063.and adjusted by the National Geodetic Survey in June 1991..
 JA1063
 JA1063.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1063.See file dsdata.txt to determine how the superseded data were derived.
 JA1063
 JA1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH669365(NAD 83)
 JA1063_MARKER: DB = BENCH MARK DISK
 JA1063_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA1063_SP_SET: 21 FEET
 JA1063_STAMPING: E 316 1965
 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 = OCTOBER  6, 2006
 JA1075 ***********************************************************************
 JA1075  DESIGNATION -  E 317
 JA1075  PID         -  JA1075
 JA1075  STATE/COUNTY-  IN/PIKE
 JA1075  USGS QUAD   -  PETERSBURG (1980)
 JA1075
 JA1075                         *CURRENT SURVEY CONTROL
 JA1075  ___________________________________________________________________
 JA1075* NAD 83(1986)-  38 23 32.     (N)    087 18 30.     (W)     SCALED    
 JA1075* NAVD 88     -       128.363  (meters)     421.14   (feet)  ADJUSTED  
 JA1075  ___________________________________________________________________
 JA1075  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JA1075  DYNAMIC HT  -         128.279 (meters)     420.86  (feet)  COMP
 JA1075  MODELED GRAV-     979,972.8   (mgal)                       NAVD 88
 JA1075
 JA1075  VERT ORDER  -  FIRST     CLASS II
 JA1075
 JA1075.The horizontal coordinates were scaled from a topographic map and have
 JA1075.an estimated accuracy of +/- 6 seconds.
 JA1075
 JA1075.The orthometric height was determined by differential leveling
 JA1075.and adjusted by the National Geodetic Survey in June 1991..
 JA1075
 JA1075.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1075.See file dsdata.txt to determine how the superseded data were derived.
 JA1075
 JA1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH730493(NAD 83)
 JA1075_MARKER: DB = BENCH MARK DISK
 JA1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1075_STAMPING: E 317 1965
 JA1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1075+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 HA0565 ***********************************************************************
 HA0565  DESIGNATION -  E 318
 HA0565  PID         -  HA0565
 HA0565  STATE/COUNTY-  IN/SPENCER
 HA0565  USGS QUAD   -  ROCKPORT (1982)
 HA0565
 HA0565                         *CURRENT SURVEY CONTROL
 HA0565  ___________________________________________________________________
 HA0565* NAD 83(1986)-  37 56 37.     (N)    087 02 28.     (W)     SCALED    
 HA0565* NAVD 88     -       119.612  (meters)     392.43   (feet)  ADJUSTED  
 HA0565  ___________________________________________________________________
 HA0565  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 HA0565  DYNAMIC HT  -         119.532 (meters)     392.16  (feet)  COMP
 HA0565  MODELED GRAV-     979,958.9   (mgal)                       NAVD 88
 HA0565
 HA0565  VERT ORDER  -  FIRST     CLASS II
 HA0565
 HA0565.The horizontal coordinates were scaled from a topographic map and have
 HA0565.an estimated accuracy of +/- 6 seconds.
 HA0565
 HA0565.The orthometric height was determined by differential leveling
 HA0565.and adjusted by the National Geodetic Survey in June 1991..
 HA0565
 HA0565.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0565.See file dsdata.txt to determine how the superseded data were derived.
 HA0565
 HA0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG963995(NAD 83)
 HA0565_MARKER: DB = BENCH MARK DISK
 HA0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0565_STAMPING: E 318 1965
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ0777 ***********************************************************************
 HZ0777  DESIGNATION -  E 319
 HZ0777  PID         -  HZ0777
 HZ0777  STATE/COUNTY-  IN/OHIO
 HZ0777  USGS QUAD   -  RISING SUN (1994)
 HZ0777
 HZ0777                         *CURRENT SURVEY CONTROL
 HZ0777  ___________________________________________________________________
 HZ0777* NAD 83(1986)-  38 58 35.     (N)    084 50 54.     (W)     SCALED    
 HZ0777* NAVD 88     -       158.661  (meters)     520.54   (feet)  ADJUSTED  
 HZ0777  ___________________________________________________________________
 HZ0777  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 HZ0777  DYNAMIC HT  -         158.561 (meters)     520.21  (feet)  COMP
 HZ0777  MODELED GRAV-     979,994.0   (mgal)                       NAVD 88
 HZ0777
 HZ0777  VERT ORDER  -  FIRST     CLASS II
 HZ0777
 HZ0777.The horizontal coordinates were scaled from a topographic map and have
 HZ0777.an estimated accuracy of +/- 6 seconds.
 HZ0777
 HZ0777.The orthometric height was determined by differential leveling
 HZ0777.and adjusted by the National Geodetic Survey in June 1991..
 HZ0777
 HZ0777.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0777.See file dsdata.txt to determine how the superseded data were derived.
 HZ0777
 HZ0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ863163(NAD 83)
 HZ0777_MARKER: DB = BENCH MARK DISK
 HZ0777_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HZ0777_SP_SET: 16 FEET
 HZ0777_STAMPING: E 316 1965
 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 = OCTOBER  6, 2006
 LB0402 ***********************************************************************
 LB0402  DESIGNATION -  E 32
 LB0402  PID         -  LB0402
 LB0402  STATE/COUNTY-  IN/HAMILTON
 LB0402  USGS QUAD   -  WESTFIELD (1992)
 LB0402
 LB0402                         *CURRENT SURVEY CONTROL
 LB0402  ___________________________________________________________________
 LB0402* NAD 83(1986)-  40 05 18.     (N)    086 09 37.     (W)     SCALED    
 LB0402* NAVD 88     -       284.812  (meters)     934.42   (feet)  ADJUSTED  
 LB0402  ___________________________________________________________________
 LB0402  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 LB0402  DYNAMIC HT  -         284.654 (meters)     933.90  (feet)  COMP
 LB0402  MODELED GRAV-     980,062.4   (mgal)                       NAVD 88
 LB0402
 LB0402  VERT ORDER  -  SECOND    CLASS 0
 LB0402
 LB0402.The horizontal coordinates were scaled from a topographic map and have
 LB0402.an estimated accuracy of +/- 6 seconds.
 LB0402
 LB0402.The orthometric height was determined by differential leveling
 LB0402.and adjusted by the National Geodetic Survey in June 1991..
 LB0402
 LB0402.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0402.See file dsdata.txt to determine how the superseded data were derived.
 LB0402
 LB0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK715378(NAD 83)
 LB0402_MARKER: DB = BENCH MARK DISK
 LB0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0402_STAMPING: E 32 1934
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1025 ***********************************************************************
 HZ1025  DESIGNATION -  E 320
 HZ1025  PID         -  HZ1025
 HZ1025  STATE/COUNTY-  IN/SWITZERLAND
 HZ1025  USGS QUAD   -  VEVAY NORTH (1994)
 HZ1025
 HZ1025                         *CURRENT SURVEY CONTROL
 HZ1025  ___________________________________________________________________
 HZ1025* NAD 83(1986)-  38 45 13.     (N)    085 03 26.     (W)     SCALED    
 HZ1025* NAVD 88     -       146.182  (meters)     479.60   (feet)  ADJUSTED  
 HZ1025  ___________________________________________________________________
 HZ1025  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ1025  DYNAMIC HT  -         146.088 (meters)     479.29  (feet)  COMP
 HZ1025  MODELED GRAV-     979,982.2   (mgal)                       NAVD 88
 HZ1025
 HZ1025  VERT ORDER  -  FIRST     CLASS II
 HZ1025
 HZ1025.The horizontal coordinates were scaled from a topographic map and have
 HZ1025.an estimated accuracy of +/- 6 seconds.
 HZ1025
 HZ1025.The orthometric height was determined by differential leveling
 HZ1025.and adjusted by the National Geodetic Survey in June 1991..
 HZ1025
 HZ1025.The geoid height was determined by GEOID03.
 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     -   389,320.      152,980.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1025.See file dsdata.txt to determine how the superseded data were derived.
 HZ1025
 HZ1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH688912(NAD 83)
 HZ1025_MARKER: DB = BENCH MARK DISK
 HZ1025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1025_SP_SET: FLAGPOLE BASE
 HZ1025_STAMPING: E 320 1965
 HZ1025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1025
 HZ1025  HISTORY     - Date     Condition        Report By
 HZ1025  HISTORY     - 1965     MONUMENTED       CGS
 HZ1025  HISTORY     - 19910727 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1061 ***********************************************************************
 HZ1061  DESIGNATION -  E 321
 HZ1061  PID         -  HZ1061
 HZ1061  STATE/COUNTY-  IN/JEFFERSON
 HZ1061  USGS QUAD   -  CLIFTY FALLS (1992)
 HZ1061
 HZ1061                         *CURRENT SURVEY CONTROL
 HZ1061  ___________________________________________________________________
 HZ1061* NAD 83(1986)-  38 45 37.     (N)    085 27 42.     (W)     SCALED    
 HZ1061* NAVD 88     -       247.743  (meters)     812.80   (feet)  ADJUSTED  
 HZ1061  ___________________________________________________________________
 HZ1061  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ1061  DYNAMIC HT  -         247.580 (meters)     812.27  (feet)  COMP
 HZ1061  MODELED GRAV-     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 topographic map and have
 HZ1061.an estimated accuracy of +/- 6 seconds.
 HZ1061
 HZ1061.The orthometric height was determined by differential leveling
 HZ1061.and adjusted by the National Geodetic Survey in June 1991..
 HZ1061
 HZ1061.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1061.See file dsdata.txt to determine how the superseded data were derived.
 HZ1061
 HZ1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH336912(NAD 83)
 HZ1061_MARKER: DB = BENCH MARK DISK
 HZ1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1061_STAMPING: E 321 1965
 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 = OCTOBER  6, 2006
 HZ1617 ***********************************************************************
 HZ1617  DESIGNATION -  E 322
 HZ1617  PID         -  HZ1617
 HZ1617  STATE/COUNTY-  IN/CLARK
 HZ1617  USGS QUAD   -  CHARLESTOWN (1993)
 HZ1617
 HZ1617                         *CURRENT SURVEY CONTROL
 HZ1617  ___________________________________________________________________
 HZ1617* NAD 83(1986)-  38 24 59.     (N)    085 38 01.     (W)     SCALED    
 HZ1617* NAVD 88     -       201.937  (meters)     662.52   (feet)  ADJUSTED  
 HZ1617  ___________________________________________________________________
 HZ1617  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HZ1617  DYNAMIC HT  -         201.803 (meters)     662.08  (feet)  COMP
 HZ1617  MODELED GRAV-     979,960.6   (mgal)                       NAVD 88
 HZ1617
 HZ1617  VERT ORDER  -  FIRST     CLASS II
 HZ1617
 HZ1617.The horizontal coordinates were scaled from a topographic map and have
 HZ1617.an estimated accuracy of +/- 6 seconds.
 HZ1617
 HZ1617.The orthometric height was determined by differential leveling
 HZ1617.and adjusted by the National Geodetic Survey in June 1991..
 HZ1617
 HZ1617.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1617.See file dsdata.txt to determine how the superseded data were derived.
 HZ1617
 HZ1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH192529(NAD 83)
 HZ1617_MARKER: DB = BENCH MARK DISK
 HZ1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1617_STAMPING: E 322 1965
 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 = OCTOBER  6, 2006
 HZ1571 ***********************************************************************
 HZ1571  DESIGNATION -  E 323
 HZ1571  PID         -  HZ1571
 HZ1571  STATE/COUNTY-  IN/FLOYD
 HZ1571  USGS QUAD   -  LOUISVILLE WEST (1994)
 HZ1571
 HZ1571                         *CURRENT SURVEY CONTROL
 HZ1571  ___________________________________________________________________
 HZ1571* NAD 83(1986)-  38 13 33.     (N)    085 51 30.     (W)     SCALED    
 HZ1571* NAVD 88     -       131.255  (meters)     430.63   (feet)  ADJUSTED  
 HZ1571  ___________________________________________________________________
 HZ1571  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 HZ1571  DYNAMIC HT  -         131.167 (meters)     430.34  (feet)  COMP
 HZ1571  MODELED GRAV-     979,951.6   (mgal)                       NAVD 88
 HZ1571
 HZ1571  VERT ORDER  -  FIRST     CLASS II
 HZ1571
 HZ1571.The horizontal coordinates were scaled from a topographic map and have
 HZ1571.an estimated accuracy of +/- 6 seconds.
 HZ1571
 HZ1571.The orthometric height was determined by differential leveling
 HZ1571.and adjusted by the National Geodetic Survey in June 1991..
 HZ1571
 HZ1571.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1571.See file dsdata.txt to determine how the superseded data were derived.
 HZ1571
 HZ1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH999314(NAD 83)
 HZ1571_MARKER: DB = BENCH MARK DISK
 HZ1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1571_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 JA0447 ***********************************************************************
 JA0447  DESIGNATION -  E 324
 JA0447  PID         -  JA0447
 JA0447  STATE/COUNTY-  IN/HARRISON
 JA0447  USGS QUAD   -  LACONIA (1994)
 JA0447
 JA0447                         *CURRENT SURVEY CONTROL
 JA0447  ___________________________________________________________________
 JA0447* NAD 83(1986)-  38 01 53.     (N)    086 04 03.     (W)     SCALED    
 JA0447* NAVD 88     -       209.011  (meters)     685.73   (feet)  ADJUSTED  
 JA0447  ___________________________________________________________________
 JA0447  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JA0447  DYNAMIC HT  -         208.862 (meters)     685.24  (feet)  COMP
 JA0447  MODELED GRAV-     979,915.0   (mgal)                       NAVD 88
 JA0447
 JA0447  VERT ORDER  -  FIRST     CLASS II
 JA0447
 JA0447.The horizontal coordinates were scaled from a topographic map and have
 JA0447.an estimated accuracy of +/- 6 seconds.
 JA0447
 JA0447.The orthometric height was determined by differential leveling
 JA0447.and adjusted by the National Geodetic Survey in June 1991..
 JA0447
 JA0447.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0447.See file dsdata.txt to determine how the superseded data were derived.
 JA0447
 JA0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH818097(NAD 83)
 JA0447_MARKER: DB = BENCH MARK DISK
 JA0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0447_STAMPING: E 324 1965
 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 = OCTOBER  6, 2006
 HA1108 ***********************************************************************
 HA1108  DESIGNATION -  E 325
 HA1108  PID         -  HA1108
 HA1108  STATE/COUNTY-  IN/VANDERBURGH
 HA1108  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1108
 HA1108                         *CURRENT SURVEY CONTROL
 HA1108  ___________________________________________________________________
 HA1108* NAD 83(1986)-  37 57 52.     (N)    087 36 37.     (W)     SCALED    
 HA1108* NAVD 88     -       112.106  (meters)     367.80   (feet)  ADJUSTED  
 HA1108  ___________________________________________________________________
 HA1108  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HA1108  DYNAMIC HT  -         112.028 (meters)     367.55  (feet)  COMP
 HA1108  MODELED GRAV-     979,935.8   (mgal)                       NAVD 88
 HA1108
 HA1108  VERT ORDER  -  FIRST     CLASS II
 HA1108
 HA1108.The horizontal coordinates were scaled from a topographic map and have
 HA1108.an estimated accuracy of +/- 6 seconds.
 HA1108
 HA1108.The orthometric height was determined by differential leveling
 HA1108.and adjusted by the National Geodetic Survey in June 1991..
 HA1108
 HA1108.The geoid height was determined by GEOID03.
 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     -   301,680.      853,700.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1108.See file dsdata.txt to determine how the superseded data were derived.
 HA1108
 HA1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH463020(NAD 83)
 HA1108_MARKER: DB = BENCH MARK DISK
 HA1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA1108_STAMPING: E 325 1965
 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 = OCTOBER  6, 2006
 HA0709 ***********************************************************************
 HA0709  DESIGNATION -  E 326
 HA0709  PID         -  HA0709
 HA0709  STATE/COUNTY-  IN/WARRICK
 HA0709  USGS QUAD   -  NEWBURGH (1980)
 HA0709
 HA0709                         *CURRENT SURVEY CONTROL
 HA0709  ___________________________________________________________________
 HA0709* NAD 83(1986)-  37 57 18.     (N)    087 26 43.     (W)     SCALED    
 HA0709* NAVD 88     -       119.455  (meters)     391.91   (feet)  ADJUSTED  
 HA0709  ___________________________________________________________________
 HA0709  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HA0709  DYNAMIC HT  -         119.373 (meters)     391.64  (feet)  COMP
 HA0709  MODELED GRAV-     979,943.4   (mgal)                       NAVD 88
 HA0709
 HA0709  VERT ORDER  -  FIRST     CLASS II
 HA0709
 HA0709.The horizontal coordinates were scaled from a topographic map and have
 HA0709.an estimated accuracy of +/- 6 seconds.
 HA0709
 HA0709.The orthometric height was determined by differential leveling
 HA0709.and adjusted by the National Geodetic Survey in June 1991..
 HA0709
 HA0709.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0709.See file dsdata.txt to determine how the superseded data were derived.
 HA0709
 HA0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH608009(NAD 83)
 HA0709_MARKER: DB = BENCH MARK DISK
 HA0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0709_STAMPING: E 326 1965
 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 = OCTOBER  6, 2006
 JA0621 ***********************************************************************
 JA0621  DESIGNATION -  E 327
 JA0621  PID         -  JA0621
 JA0621  STATE/COUNTY-  IN/PERRY
 JA0621  USGS QUAD   -  BRANCHVILLE (1993)
 JA0621
 JA0621                         *CURRENT SURVEY CONTROL
 JA0621  ___________________________________________________________________
 JA0621* NAD 83(1986)-  38 10 03.     (N)    086 30 12.     (W)     SCALED    
 JA0621* NAVD 88     -       247.474  (meters)     811.92   (feet)  ADJUSTED  
 JA0621  ___________________________________________________________________
 JA0621  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JA0621  DYNAMIC HT  -         247.296 (meters)     811.34  (feet)  COMP
 JA0621  MODELED GRAV-     979,903.8   (mgal)                       NAVD 88
 JA0621
 JA0621  VERT ORDER  -  FIRST     CLASS II
 JA0621
 JA0621.The horizontal coordinates were scaled from a topographic map and have
 JA0621.an estimated accuracy of +/- 6 seconds.
 JA0621
 JA0621.The orthometric height was determined by differential leveling
 JA0621.and adjusted by the National Geodetic Survey in June 1991..
 JA0621
 JA0621.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0621.See file dsdata.txt to determine how the superseded data were derived.
 JA0621
 JA0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH435245(NAD 83)
 JA0621_MARKER: DB = BENCH MARK DISK
 JA0621_SETTING: 66 = SET IN ROCK OUTCROP
 JA0621_SP_SET: ROCK OUTCROP
 JA0621_STAMPING: E 327 1965
 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 = OCTOBER  6, 2006
 JA0542 ***********************************************************************
 JA0542  DESIGNATION -  E 328
 JA0542  PID         -  JA0542
 JA0542  STATE/COUNTY-  IN/CRAWFORD
 JA0542  USGS QUAD   -  BIRDSEYE (1993)
 JA0542
 JA0542                         *CURRENT SURVEY CONTROL
 JA0542  ___________________________________________________________________
 JA0542* NAD 83(1986)-  38 19 35.     (N)    086 38 57.     (W)     SCALED    
 JA0542* NAVD 88     -       230.846  (meters)     757.37   (feet)  ADJUSTED  
 JA0542  ___________________________________________________________________
 JA0542  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JA0542  DYNAMIC HT  -         230.687 (meters)     756.85  (feet)  COMP
 JA0542  MODELED GRAV-     979,934.4   (mgal)                       NAVD 88
 JA0542
 JA0542  VERT ORDER  -  FIRST     CLASS II
 JA0542
 JA0542.The horizontal coordinates were scaled from a topographic map and have
 JA0542.an estimated accuracy of +/- 6 seconds.
 JA0542
 JA0542.The orthometric height was determined by differential leveling
 JA0542.and adjusted by the National Geodetic Survey in June 1991..
 JA0542
 JA0542.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0542.See file dsdata.txt to determine how the superseded data were derived.
 JA0542
 JA0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH306420(NAD 83)
 JA0542_MARKER: DB = BENCH MARK DISK
 JA0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0542_STAMPING: E 328 1965
 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 = OCTOBER  6, 2006
 HA0554 ***********************************************************************
 HA0554  DESIGNATION -  E 329
 HA0554  PID         -  HA0554
 HA0554  STATE/COUNTY-  IN/SPENCER
 HA0554  USGS QUAD   -  LEWISPORT (1967)
 HA0554
 HA0554                         *CURRENT SURVEY CONTROL
 HA0554  ___________________________________________________________________
 HA0554* NAD 83(1986)-  37 56 41.     (N)    086 58 27.     (W)     SCALED    
 HA0554* NAVD 88     -       119.229  (meters)     391.17   (feet)  ADJUSTED  
 HA0554  ___________________________________________________________________
 HA0554  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 HA0554  DYNAMIC HT  -         119.149 (meters)     390.91  (feet)  COMP
 HA0554  MODELED GRAV-     979,955.8   (mgal)                       NAVD 88
 HA0554
 HA0554  VERT ORDER  -  FIRST     CLASS II
 HA0554
 HA0554.The horizontal coordinates were scaled from a topographic map and have
 HA0554.an estimated accuracy of +/- 6 seconds.
 HA0554
 HA0554.The orthometric height was determined by differential leveling
 HA0554.and adjusted by the National Geodetic Survey in June 1991..
 HA0554
 HA0554.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0554.See file dsdata.txt to determine how the superseded data were derived.
 HA0554
 HA0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG022996(NAD 83)
 HA0554_MARKER: DB = BENCH MARK DISK
 HA0554_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0554_SP_SET: CULVERT
 HA0554_STAMPING: E 329 1965
 HA0554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0554
 HA0554  HISTORY     - Date     Condition        Report By
 HA0554  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0643 ***********************************************************************
 KA0643  DESIGNATION -  E 33
 KA0643  PID         -  KA0643
 KA0643  STATE/COUNTY-  IN/MONTGOMERY
 KA0643  USGS QUAD   -  NEW MARKET (1980)
 KA0643
 KA0643                         *CURRENT SURVEY CONTROL
 KA0643  ___________________________________________________________________
 KA0643* NAD 83(1986)-  39 54 10.     (N)    086 59 35.     (W)     SCALED    
 KA0643* NAVD 88     -       246.791  (meters)     809.68   (feet)  ADJUSTED  
 KA0643  ___________________________________________________________________
 KA0643  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KA0643  DYNAMIC HT  -         246.655 (meters)     809.23  (feet)  COMP
 KA0643  MODELED GRAV-     980,068.3   (mgal)                       NAVD 88
 KA0643
 KA0643  VERT ORDER  -  SECOND    CLASS 0
 KA0643
 KA0643.The horizontal coordinates were scaled from a topographic map and have
 KA0643.an estimated accuracy of +/- 6 seconds.
 KA0643
 KA0643.The orthometric height was determined by differential leveling
 KA0643.and adjusted by the National Geodetic Survey in June 1991..
 KA0643
 KA0643.The geoid height was determined by GEOID03.
 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     -   516,730.      907,720.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0643.See file dsdata.txt to determine how the superseded data were derived.
 KA0643
 KA0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK005169(NAD 83)
 KA0643_MARKER: DB = BENCH MARK DISK
 KA0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0643_STAMPING: E 33 1934
 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             NGS
 KA0643
 KA0643                          STATION DESCRIPTION
 KA0643
 KA0643'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0996 ***********************************************************************
 JA0996  DESIGNATION -  E 331
 JA0996  PID         -  JA0996
 JA0996  STATE/COUNTY-  IN/PIKE
 JA0996  USGS QUAD   -  WINSLOW (1980)
 JA0996
 JA0996                         *CURRENT SURVEY CONTROL
 JA0996  ___________________________________________________________________
 JA0996* NAD 83(1986)-  38 22 39.     (N)    087 12 00.     (W)     SCALED    
 JA0996* NAVD 88     -       134.017  (meters)     439.69   (feet)  ADJUSTED  
 JA0996  ___________________________________________________________________
 JA0996  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 JA0996  DYNAMIC HT  -         133.929 (meters)     439.40  (feet)  COMP
 JA0996  MODELED GRAV-     979,970.7   (mgal)                       NAVD 88
 JA0996
 JA0996  VERT ORDER  -  FIRST     CLASS II
 JA0996
 JA0996.The horizontal coordinates were scaled from a topographic map and have
 JA0996.an estimated accuracy of +/- 6 seconds.
 JA0996
 JA0996.The orthometric height was determined by differential leveling
 JA0996.and adjusted by the National Geodetic Survey in June 1991..
 JA0996
 JA0996.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0996.See file dsdata.txt to determine how the superseded data were derived.
 JA0996
 JA0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH825477(NAD 83)
 JA0996_MARKER: DB = BENCH MARK DISK
 JA0996_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0996_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA0996_STAMPING: E 331 1965
 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 = OCTOBER  6, 2006
 JA1026 ***********************************************************************
 JA1026  DESIGNATION -  E 332
 JA1026  PID         -  JA1026
 JA1026  STATE/COUNTY-  IN/GIBSON
 JA1026  USGS QUAD   -  FRANCISCO (1977)
 JA1026
 JA1026                         *CURRENT SURVEY CONTROL
 JA1026  ___________________________________________________________________
 JA1026* NAD 83(1986)-  38 20 13.     (N)    087 23 21.     (W)     SCALED    
 JA1026* NAVD 88     -       133.746  (meters)     438.80   (feet)  ADJUSTED  
 JA1026  ___________________________________________________________________
 JA1026  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JA1026  DYNAMIC HT  -         133.658 (meters)     438.51  (feet)  COMP
 JA1026  MODELED GRAV-     979,964.7   (mgal)                       NAVD 88
 JA1026
 JA1026  VERT ORDER  -  FIRST     CLASS II
 JA1026
 JA1026.The horizontal coordinates were scaled from a topographic map and have
 JA1026.an estimated accuracy of +/- 6 seconds.
 JA1026
 JA1026.The orthometric height was determined by differential leveling
 JA1026.and adjusted by the National Geodetic Survey in June 1991..
 JA1026
 JA1026.The geoid height was determined by GEOID03.
 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     -   342,940.      873,260.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1026.See file dsdata.txt to determine how the superseded data were derived.
 JA1026
 JA1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH659432(NAD 83)
 JA1026_MARKER: DB = BENCH MARK DISK
 JA1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1026_STAMPING: E 332 1965
 JA1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1026+STABILITY: SURFACE MOTION
 JA1026
 JA1026  HISTORY     - Date     Condition        Report By
 JA1026  HISTORY     - 1965     MONUMENTED       CGS
 JA1026  HISTORY     - 1991     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0986 ***********************************************************************
 MD0986  DESIGNATION -  E 333
 MD0986  PID         -  MD0986
 MD0986  STATE/COUNTY-  IN/WHITLEY
 MD0986  USGS QUAD   -  LORANE (1965)
 MD0986
 MD0986                         *CURRENT SURVEY CONTROL
 MD0986  ___________________________________________________________________
 MD0986* NAD 83(1986)-  41 10 41.     (N)    085 37 24.     (W)     SCALED    
 MD0986* NAVD 88     -       289.000  (meters)     948.16   (feet)  ADJUSTED  
 MD0986  ___________________________________________________________________
 MD0986  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 MD0986  DYNAMIC HT  -         288.881 (meters)     947.77  (feet)  COMP
 MD0986  MODELED GRAV-     980,204.1   (mgal)                       NAVD 88
 MD0986
 MD0986  VERT ORDER  -  FIRST     CLASS I
 MD0986
 MD0986.The horizontal coordinates were scaled from a topographic map and have
 MD0986.an estimated accuracy of +/- 6 seconds.
 MD0986
 MD0986.The orthometric height was determined by differential leveling
 MD0986.and adjusted by the National Geodetic Survey in June 1991..
 MD0986
 MD0986.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD0986
 MD0986  NGVD 29 (01/19/93)  289.142  (m)          948.63   (f) ADJUSTED    1 1
 MD0986
 MD0986.Superseded values are not recommended for survey control.
 MD0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0986.See file dsdata.txt to determine how the superseded data were derived.
 MD0986
 MD0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL154594(NAD 83)
 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 = OCTOBER  6, 2006
 MD1008 ***********************************************************************
 MD1008  DESIGNATION -  E 334
 MD1008  PID         -  MD1008
 MD1008  STATE/COUNTY-  IN/KOSCIUSKO
 MD1008  USGS QUAD   -  WARSAW (1994)
 MD1008
 MD1008                         *CURRENT SURVEY CONTROL
 MD1008  ___________________________________________________________________
 MD1008* NAD 83(1986)-  41 13 01.     (N)    085 45 55.     (W)     SCALED    
 MD1008* NAVD 88     -       258.923  (meters)     849.48   (feet)  ADJUSTED  
 MD1008  ___________________________________________________________________
 MD1008  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MD1008  DYNAMIC HT  -         258.813 (meters)     849.12  (feet)  COMP
 MD1008  MODELED GRAV-     980,191.6   (mgal)                       NAVD 88
 MD1008
 MD1008  VERT ORDER  -  FIRST     CLASS I
 MD1008
 MD1008.The horizontal coordinates were scaled from a topographic map and have
 MD1008.an estimated accuracy of +/- 6 seconds.
 MD1008
 MD1008.The orthometric height was determined by differential leveling
 MD1008.and adjusted by the National Geodetic Survey in June 1991..
 MD1008
 MD1008.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1008
 MD1008  NGVD 29 (01/19/93)  259.059  (m)          849.93   (f) ADJUSTED    1 1
 MD1008
 MD1008.Superseded values are not recommended for survey control.
 MD1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1008.See file dsdata.txt to determine how the superseded data were derived.
 MD1008
 MD1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL035635(NAD 83)
 MD1008_MARKER: DB = BENCH MARK DISK
 MD1008_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD1008_SP_SET: COPPER-CLAD STEEL ROD
 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 NOT SUITABLE FOR
 MD1008+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1992
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0535 ***********************************************************************
 ME0535  DESIGNATION -  E 335
 ME0535  PID         -  ME0535
 ME0535  STATE/COUNTY-  IN/STARKE
 ME0535  USGS QUAD   -  KINGSFORD HEIGHTS (1977)
 ME0535
 ME0535                         *CURRENT SURVEY CONTROL
 ME0535  ___________________________________________________________________
 ME0535* NAD 83(1986)-  41 23 52.     (N)    086 41 14.     (W)     SCALED    
 ME0535* NAVD 88     -       206.981  (meters)     679.07   (feet)  ADJUSTED  
 ME0535  ___________________________________________________________________
 ME0535  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0535  DYNAMIC HT  -         206.897 (meters)     678.79  (feet)  COMP
 ME0535  MODELED GRAV-     980,214.2   (mgal)                       NAVD 88
 ME0535
 ME0535  VERT ORDER  -  FIRST     CLASS I
 ME0535
 ME0535.The horizontal coordinates were scaled from a topographic map and have
 ME0535.an estimated accuracy of +/- 6 seconds.
 ME0535
 ME0535.The orthometric height was determined by differential leveling
 ME0535.and adjusted by the National Geodetic Survey in April 1995..
 ME0535
 ME0535.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0535
 ME0535  NAVD 88 (06/15/91)  206.983  (m)          679.08   (f) UNKNOWN     1 1
 ME0535  NGVD 29 (01/19/93)  207.084  (m)          679.41   (f) ADJUSTED    1 1
 ME0535
 ME0535.Superseded values are not recommended for survey control.
 ME0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0535.See file dsdata.txt to determine how the superseded data were derived.
 ME0535
 ME0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL261829(NAD 83)
 ME0535_MARKER: DB = BENCH MARK DISK
 ME0535_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME0535_SP_SET: COPPER-CLAD STEEL ROD
 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 = OCTOBER  6, 2006
 ME1200 ***********************************************************************
 ME1200  DESIGNATION -  E 336
 ME1200  PID         -  ME1200
 ME1200  STATE/COUNTY-  IN/PORTER
 ME1200  USGS QUAD   -  VALPARAISO (1992)
 ME1200
 ME1200                         *CURRENT SURVEY CONTROL
 ME1200  ___________________________________________________________________
 ME1200* NAD 83(1986)-  41 26 57.     (N)    087 00 31.     (W)     SCALED    
 ME1200* NAVD 88     -       231.614  (meters)     759.89   (feet)  ADJUSTED  
 ME1200  ___________________________________________________________________
 ME1200  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME1200  DYNAMIC HT  -         231.521 (meters)     759.58  (feet)  COMP
 ME1200  MODELED GRAV-     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 scaled from a topographic map and have
 ME1200.an estimated accuracy of +/- 6 seconds.
 ME1200
 ME1200.The orthometric height was determined by differential leveling
 ME1200.and adjusted by the National Geodetic Survey in April 1995..
 ME1200
 ME1200.The geoid height was determined by GEOID03.
 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     -   688,440.      906,240.      MT  (+/- 180 meters Scaled)
 ME1200
 ME1200                          SUPERSEDED SURVEY CONTROL
 ME1200
 ME1200  NAVD 88 (06/15/91)  231.611  (m)          759.88   (f) UNKNOWN     1 1
 ME1200  NGVD 29 (01/19/93)  231.705  (m)          760.19   (f) ADJUSTED    1 1
 ME1200
 ME1200.Superseded values are not recommended for survey control.
 ME1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1200.See file dsdata.txt to determine how the superseded data were derived.
 ME1200
 ME1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL992886(NAD 83)
 ME1200_MARKER: DB = BENCH MARK DISK
 ME1200_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME1200_SP_SET: COPPER-CLAD STEEL ROD
 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 - September 06, 1992
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2151 ***********************************************************************
 ME2151  DESIGNATION -  E 349
 ME2151  PID         -  ME2151
 ME2151  STATE/COUNTY-  IN/LA PORTE
 ME2151  USGS QUAD   -  MICHIGAN CITY WEST (1980)
 ME2151
 ME2151                         *CURRENT SURVEY CONTROL
 ME2151  ___________________________________________________________________
 ME2151* NAD 83(1986)-  41 43 13.     (N)    086 54 11.     (W)     SCALED    
 ME2151* NAVD 88     -       183.152  (meters)     600.89   (feet)  ADJUSTED  
 ME2151  ___________________________________________________________________
 ME2151  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME2151  DYNAMIC HT  -         183.085 (meters)     600.67  (feet)  COMP
 ME2151  MODELED GRAV-     980,256.0   (mgal)                       NAVD 88
 ME2151
 ME2151  VERT ORDER  -  FIRST     CLASS II
 ME2151
 ME2151.The horizontal coordinates were scaled from a topographic map and have
 ME2151.an estimated accuracy of +/- 6 seconds.
 ME2151
 ME2151.The orthometric height was determined by differential leveling
 ME2151.and adjusted by the National Geodetic Survey in June 1991..
 ME2151
 ME2151.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2151.See file dsdata.txt to determine how the superseded data were derived.
 ME2151
 ME2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM080187(NAD 83)
 ME2151_MARKER: I = METAL ROD
 ME2151_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME2151_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0486 ***********************************************************************
 LA0486  DESIGNATION -  E 35
 LA0486  PID         -  LA0486
 LA0486  STATE/COUNTY-  IN/ADAMS
 LA0486  USGS QUAD   -  DECATUR (1992)
 LA0486
 LA0486                         *CURRENT SURVEY CONTROL
 LA0486  ___________________________________________________________________
 LA0486* NAD 83(1986)-  40 49 31.     (N)    084 55 46.     (W)     SCALED    
 LA0486* NAVD 88     -       245.794  (meters)     806.41   (feet)  ADJUSTED  
 LA0486  ___________________________________________________________________
 LA0486  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 LA0486  DYNAMIC HT  -         245.685 (meters)     806.05  (feet)  COMP
 LA0486  MODELED GRAV-     980,175.9   (mgal)                       NAVD 88
 LA0486
 LA0486  VERT ORDER  -  SECOND    CLASS 0
 LA0486
 LA0486.The horizontal coordinates were scaled from a topographic map and have
 LA0486.an estimated accuracy of +/- 6 seconds.
 LA0486
 LA0486.The orthometric height was determined by differential leveling
 LA0486.and adjusted by the National Geodetic Survey in June 1991..
 LA0486.WARNING-Repeat measurements at this control monument indicate possible
 LA0486.vertical movement.
 LA0486
 LA0486.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0486.See file dsdata.txt to determine how the superseded data were derived.
 LA0486
 LA0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL746214(NAD 83)
 LA0486_MARKER: DB = BENCH MARK DISK
 LA0486_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0486_SP_SET: BUILDING
 LA0486_STAMPING: E 35 1934
 LA0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0486
 LA0486  HISTORY     - Date     Condition        Report By
 LA0486  HISTORY     - 1934     MONUMENTED       CGS
 LA0486  HISTORY     - 1947     GOOD             NGS
 LA0486  HISTORY     - 1974     GOOD             BRADY
 LA0486
 LA0486                          STATION DESCRIPTION
 LA0486
 LA0486'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1641 ***********************************************************************
 KA1641  DESIGNATION -  E 350
 KA1641  PID         -  KA1641
 KA1641  STATE/COUNTY-  IN/MARION
 KA1641  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA1641
 KA1641                         *CURRENT SURVEY CONTROL
 KA1641  ___________________________________________________________________
 KA1641* NAD 83(1986)-  39 46 19.     (N)    086 10 26.     (W)     SCALED    
 KA1641* NAVD 88     -       214.628  (meters)     704.16   (feet)  ADJUSTED  
 KA1641  ___________________________________________________________________
 KA1641  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KA1641  DYNAMIC HT  -         214.510 (meters)     703.77  (feet)  COMP
 KA1641  MODELED GRAV-     980,071.4   (mgal)                       NAVD 88
 KA1641
 KA1641  VERT ORDER  -  FIRST     CLASS II
 KA1641
 KA1641.The horizontal coordinates were scaled from a topographic map and have
 KA1641.an estimated accuracy of +/- 6 seconds.
 KA1641
 KA1641.The orthometric height was determined by differential leveling
 KA1641.and adjusted by the National Geodetic Survey in June 1991..
 KA1641
 KA1641.The geoid height was determined by GEOID03.
 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     -   502,320.       56,540.      MT  (+/- 180 meters Scaled)
 KA1641
 KA1641                          SUPERSEDED SURVEY CONTROL
 KA1641
 KA1641.No superseded survey control is available for this station.
 KA1641
 KA1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK707027(NAD 83)
 KA1641_MARKER: I = METAL ROD
 KA1641_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1641_SP_SET: STAINLESS STEEL ROD
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1672 ***********************************************************************
 KA1672  DESIGNATION -  E 351
 KA1672  PID         -  KA1672
 KA1672  STATE/COUNTY-  IN/PUTNAM
 KA1672  USGS QUAD   -  CLOVERDALE (1986)
 KA1672
 KA1672                         *CURRENT SURVEY CONTROL
 KA1672  ___________________________________________________________________
 KA1672* NAD 83(1986)-  39 36 33.     (N)    086 50 08.     (W)     SCALED    
 KA1672* NAVD 88     -       249.530  (meters)     818.67   (feet)  ADJUSTED  
 KA1672  ___________________________________________________________________
 KA1672  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KA1672  DYNAMIC HT  -         249.389 (meters)     818.20  (feet)  COMP
 KA1672  MODELED GRAV-     980,053.8   (mgal)                       NAVD 88
 KA1672
 KA1672  VERT ORDER  -  FIRST     CLASS II
 KA1672
 KA1672.The horizontal coordinates were scaled from a topographic map and have
 KA1672.an estimated accuracy of +/- 6 seconds.
 KA1672
 KA1672.The orthometric height was determined by differential leveling
 KA1672.and adjusted by the National Geodetic Survey in June 1991..
 KA1672
 KA1672.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1672
 KA1672.No superseded survey control is available for this station.
 KA1672
 KA1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ141843(NAD 83)
 KA1672_MARKER: I = METAL ROD
 KA1672_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1672_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1660 ***********************************************************************
 KA1660  DESIGNATION -  E 352
 KA1660  PID         -  KA1660
 KA1660  STATE/COUNTY-  IN/HENDRICKS
 KA1660  USGS QUAD   -  DANVILLE (1970)
 KA1660
 KA1660                         *CURRENT SURVEY CONTROL
 KA1660  ___________________________________________________________________
 KA1660* NAD 83(1986)-  39 45 27.     (N)    086 30 23.     (W)     SCALED    
 KA1660* NAVD 88     -       254.537  (meters)     835.09   (feet)  ADJUSTED  
 KA1660  ___________________________________________________________________
 KA1660  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KA1660  DYNAMIC HT  -         254.397 (meters)     834.63  (feet)  COMP
 KA1660  MODELED GRAV-     980,072.0   (mgal)                       NAVD 88
 KA1660
 KA1660  VERT ORDER  -  FIRST     CLASS II
 KA1660
 KA1660.The horizontal coordinates were scaled from a topographic map and have
 KA1660.an estimated accuracy of +/- 6 seconds.
 KA1660
 KA1660.The orthometric height was determined by differential leveling
 KA1660.and adjusted by the National Geodetic Survey in June 1991..
 KA1660
 KA1660.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1660
 KA1660.No superseded survey control is available for this station.
 KA1660
 KA1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK422009(NAD 83)
 KA1660_MARKER: I = METAL ROD
 KA1660_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1660_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1698 ***********************************************************************
 KA1698  DESIGNATION -  E 353
 KA1698  PID         -  KA1698
 KA1698  STATE/COUNTY-  IN/VIGO
 KA1698  USGS QUAD   -  SEELYVILLE (1986)
 KA1698
 KA1698                         *CURRENT SURVEY CONTROL
 KA1698  ___________________________________________________________________
 KA1698* NAD 83(1986)-  39 23 25.     (N)    087 16 33.     (W)     SCALED    
 KA1698* NAVD 88     -       177.839  (meters)     583.46   (feet)  ADJUSTED  
 KA1698  ___________________________________________________________________
 KA1698  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KA1698  DYNAMIC HT  -         177.737 (meters)     583.13  (feet)  COMP
 KA1698  MODELED GRAV-     980,049.0   (mgal)                       NAVD 88
 KA1698
 KA1698  VERT ORDER  -  FIRST     CLASS II
 KA1698
 KA1698.The horizontal coordinates were scaled from a topographic map and have
 KA1698.an estimated accuracy of +/- 6 seconds.
 KA1698
 KA1698.The orthometric height was determined by differential leveling
 KA1698.and adjusted by the National Geodetic Survey in June 1991..
 KA1698
 KA1698.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1698
 KA1698.No superseded survey control is available for this station.
 KA1698
 KA1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ762601(NAD 83)
 KA1698_MARKER: I = METAL ROD
 KA1698_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1698_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 JA1612 ***********************************************************************
 JA1612  DESIGNATION -  E 354
 JA1612  PID         -  JA1612
 JA1612  STATE/COUNTY-  IN/GREENE
 JA1612  USGS QUAD   -  LYONS (1978)
 JA1612
 JA1612                         *CURRENT SURVEY CONTROL
 JA1612  ___________________________________________________________________
 JA1612* NAD 83(1986)-  38 55 38.     (N)    087 01 09.     (W)     SCALED    
 JA1612* NAVD 88     -       160.349  (meters)     526.08   (feet)  ADJUSTED  
 JA1612  ___________________________________________________________________
 JA1612  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JA1612  DYNAMIC HT  -         160.250 (meters)     525.75  (feet)  COMP
 JA1612  MODELED GRAV-     980,006.6   (mgal)                       NAVD 88
 JA1612
 JA1612  VERT ORDER  -  FIRST     CLASS II
 JA1612
 JA1612.The horizontal coordinates were scaled from a topographic map and have
 JA1612.an estimated accuracy of +/- 6 seconds.
 JA1612
 JA1612.The orthometric height was determined by differential leveling
 JA1612.and adjusted by the National Geodetic Survey in June 1991..
 JA1612
 JA1612.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1612
 JA1612.No superseded survey control is available for this station.
 JA1612
 JA1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ983087(NAD 83)
 JA1612_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 JA1570 ***********************************************************************
 JA1570  DESIGNATION -  E 355
 JA1570  PID         -  JA1570
 JA1570  STATE/COUNTY-  IN/DAVIESS
 JA1570  USGS QUAD   -  SANDY HOOK (1980)
 JA1570
 JA1570                         *CURRENT SURVEY CONTROL
 JA1570  ___________________________________________________________________
 JA1570* NAD 83(1986)-  38 37 04.     (N)    087 11 04.     (W)     SCALED    
 JA1570* NAVD 88     -       144.849  (meters)     475.23   (feet)  ADJUSTED  
 JA1570  ___________________________________________________________________
 JA1570  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JA1570  DYNAMIC HT  -         144.756 (meters)     474.92  (feet)  COMP
 JA1570  MODELED GRAV-     979,986.5   (mgal)                       NAVD 88
 JA1570
 JA1570  VERT ORDER  -  FIRST     CLASS II
 JA1570
 JA1570.The horizontal coordinates were scaled from a topographic map and have
 JA1570.an estimated accuracy of +/- 6 seconds.
 JA1570
 JA1570.The orthometric height was determined by differential leveling
 JA1570.and adjusted by the National Geodetic Survey in June 1991..
 JA1570
 JA1570.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1570
 JA1570.No superseded survey control is available for this station.
 JA1570
 JA1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH839743(NAD 83)
 JA1570_MARKER: I = METAL ROD
 JA1570_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1570_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 JA1591 ***********************************************************************
 JA1591  DESIGNATION -  E 356
 JA1591  PID         -  JA1591
 JA1591  STATE/COUNTY-  IN/GIBSON
 JA1591  USGS QUAD   -  FRANCISCO (1977)
 JA1591
 JA1591                         *CURRENT SURVEY CONTROL
 JA1591  ___________________________________________________________________
 JA1591* NAD 83(1986)-  38 17 04.     (N)    087 22 42.     (W)     SCALED    
 JA1591* NAVD 88     -       149.998  (meters)     492.12   (feet)  ADJUSTED  
 JA1591  ___________________________________________________________________
 JA1591  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JA1591  DYNAMIC HT  -         149.898 (meters)     491.79  (feet)  COMP
 JA1591  MODELED GRAV-     979,961.2   (mgal)                       NAVD 88
 JA1591
 JA1591  VERT ORDER  -  FIRST     CLASS II
 JA1591
 JA1591.The horizontal coordinates were scaled from a topographic map and have
 JA1591.an estimated accuracy of +/- 6 seconds.
 JA1591
 JA1591.The orthometric height was determined by differential leveling
 JA1591.and adjusted by the National Geodetic Survey in June 1991..
 JA1591
 JA1591.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1591
 JA1591.No superseded survey control is available for this station.
 JA1591
 JA1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH669374(NAD 83)
 JA1591_MARKER: I = METAL ROD
 JA1591_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1591_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 JZ2848 ***********************************************************************
 JZ2848  DESIGNATION -  E 357
 JZ2848  PID         -  JZ2848
 JZ2848  STATE/COUNTY-  IN/SHELBY
 JZ2848  USGS QUAD   -  SHELBYVILLE (1994)
 JZ2848
 JZ2848                         *CURRENT SURVEY CONTROL
 JZ2848  ___________________________________________________________________
 JZ2848* NAD 83(1986)-  39 33 02.     (N)    085 46 32.     (W)     SCALED    
 JZ2848* NAVD 88     -       241.848  (meters)     793.46   (feet)  ADJUSTED  
 JZ2848  ___________________________________________________________________
 JZ2848  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JZ2848  DYNAMIC HT  -         241.706 (meters)     793.00  (feet)  COMP
 JZ2848  MODELED GRAV-     980,035.3   (mgal)                       NAVD 88
 JZ2848
 JZ2848  VERT ORDER  -  FIRST     CLASS II
 JZ2848
 JZ2848.The horizontal coordinates were scaled from a topographic map and have
 JZ2848.an estimated accuracy of +/- 6 seconds.
 JZ2848
 JZ2848.The orthometric height was determined by differential leveling
 JZ2848.and adjusted by the National Geodetic Survey in June 1991..
 JZ2848
 JZ2848.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ2848
 JZ2848.No superseded survey control is available for this station.
 JZ2848
 JZ2848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ052785(NAD 83)
 JZ2848_MARKER: DB = BENCH MARK 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: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ2848+STABILITY: POSITION/ELEVATION WELL
 JZ2848
 JZ2848  HISTORY     - Date     Condition        Report By
 JZ2848  HISTORY     - 1986     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2823 ***********************************************************************
 JZ2823  DESIGNATION -  E 358
 JZ2823  PID         -  JZ2823
 JZ2823  STATE/COUNTY-  IN/DECATUR
 JZ2823  USGS QUAD   -  FOREST HILL (1993)
 JZ2823
 JZ2823                         *CURRENT SURVEY CONTROL
 JZ2823  ___________________________________________________________________
 JZ2823* NAD 83(1986)-  39 19 45.     (N)    085 30 23.     (W)     SCALED    
 JZ2823* NAVD 88     -       282.171  (meters)     925.76   (feet)  ADJUSTED  
 JZ2823  ___________________________________________________________________
 JZ2823  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ2823  DYNAMIC HT  -         281.995 (meters)     925.18  (feet)  COMP
 JZ2823  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 JZ2823
 JZ2823  VERT ORDER  -  FIRST     CLASS II
 JZ2823
 JZ2823.The horizontal coordinates were scaled from a topographic map and have
 JZ2823.an estimated accuracy of +/- 6 seconds.
 JZ2823
 JZ2823.The orthometric height was determined by differential leveling
 JZ2823.and adjusted by the National Geodetic Survey in June 1991..
 JZ2823
 JZ2823.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ2823
 JZ2823.No superseded survey control is available for this station.
 JZ2823
 JZ2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ287543(NAD 83)
 JZ2823_MARKER: I = METAL ROD
 JZ2823_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2823_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 JZ2792 ***********************************************************************
 JZ2792  DESIGNATION -  E 359
 JZ2792  PID         -  JZ2792
 JZ2792  STATE/COUNTY-  IN/DEARBORN
 JZ2792  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ2792
 JZ2792                         *CURRENT SURVEY CONTROL
 JZ2792  ___________________________________________________________________
 JZ2792* NAD 83(1986)-  39 07 02.     (N)    084 51 25.     (W)     SCALED    
 JZ2792* NAVD 88     -       161.496  (meters)     529.84   (feet)  ADJUSTED  
 JZ2792  ___________________________________________________________________
 JZ2792  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JZ2792  DYNAMIC HT  -         161.396 (meters)     529.51  (feet)  COMP
 JZ2792  MODELED GRAV-     980,004.0   (mgal)                       NAVD 88
 JZ2792
 JZ2792  VERT ORDER  -  FIRST     CLASS II
 JZ2792
 JZ2792.The horizontal coordinates were scaled from a topographic map and have
 JZ2792.an estimated accuracy of +/- 6 seconds.
 JZ2792
 JZ2792.The orthometric height was determined by differential leveling
 JZ2792.and adjusted by the National Geodetic Survey in June 1991..
 JZ2792
 JZ2792.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2792.See file dsdata.txt to determine how the superseded data were derived.
 JZ2792
 JZ2792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ852319(NAD 83)
 JZ2792_MARKER: I = METAL ROD
 JZ2792_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2792_SP_SET: STAINLESS STEEL ROD
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1725 ***********************************************************************
 KA1725  DESIGNATION -  E 360
 KA1725  PID         -  KA1725
 KA1725  STATE/COUNTY-  IN/VIGO
 KA1725  USGS QUAD   -  TERRE HAUTE (1993)
 KA1725
 KA1725                         *CURRENT SURVEY CONTROL
 KA1725  ___________________________________________________________________
 KA1725* NAD 83(1986)-  39 29 53.     (N)    087 25 11.     (W)     SCALED    
 KA1725* NAVD 88     -       149.119  (meters)     489.23   (feet)  ADJUSTED  
 KA1725  ___________________________________________________________________
 KA1725  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KA1725  DYNAMIC HT  -         149.035 (meters)     488.96  (feet)  COMP
 KA1725  MODELED GRAV-     980,060.4   (mgal)                       NAVD 88
 KA1725
 KA1725  VERT ORDER  -  FIRST     CLASS II
 KA1725
 KA1725.The horizontal coordinates were scaled from a topographic map and have
 KA1725.an estimated accuracy of +/- 6 seconds.
 KA1725
 KA1725.The orthometric height was determined by differential leveling
 KA1725.and adjusted by the National Geodetic Survey in June 1991..
 KA1725
 KA1725.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1725
 KA1725.No superseded survey control is available for this station.
 KA1725
 KA1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ639721(NAD 83)
 KA1725_MARKER: DB = BENCH MARK 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: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA1725+STABILITY: 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 = OCTOBER  6, 2006
 KA1751 ***********************************************************************
 KA1751  DESIGNATION -  E 361
 KA1751  PID         -  KA1751
 KA1751  STATE/COUNTY-  IN/VERMILLION
 KA1751  USGS QUAD   -  DANA (1983)
 KA1751
 KA1751                         *CURRENT SURVEY CONTROL
 KA1751  ___________________________________________________________________
 KA1751* NAD 83(1986)-  39 51 09.     (N)    087 24 39.     (W)     SCALED    
 KA1751* NAVD 88     -       197.099  (meters)     646.65   (feet)  ADJUSTED  
 KA1751  ___________________________________________________________________
 KA1751  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KA1751  DYNAMIC HT  -         196.992 (meters)     646.30  (feet)  COMP
 KA1751  MODELED GRAV-     980,081.6   (mgal)                       NAVD 88
 KA1751
 KA1751  VERT ORDER  -  FIRST     CLASS II
 KA1751
 KA1751.The horizontal coordinates were scaled from a topographic map and have
 KA1751.an estimated accuracy of +/- 6 seconds.
 KA1751
 KA1751.The orthometric height was determined by differential leveling
 KA1751.and adjusted by the National Geodetic Survey in June 1991..
 KA1751
 KA1751.The geoid height was determined by GEOID03.
 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     -   511,190.      871,970.      MT  (+/- 180 meters Scaled)
 KA1751
 KA1751                          SUPERSEDED SURVEY CONTROL
 KA1751
 KA1751.No superseded survey control is available for this station.
 KA1751
 KA1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK648114(NAD 83)
 KA1751_MARKER: I = METAL ROD
 KA1751_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1751_SP_SET: STAINLESS STEEL ROD
 KA1751_STAMPING: E 361 1986
 KA1751_MARK LOGO: NGS   
 KA1751_PROJECTION: PROJECTING 2 CENTIMETERS
 KA1751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3350 ***********************************************************************
 ME3350  DESIGNATION -  E 367
 ME3350  PID         -  ME3350
 ME3350  STATE/COUNTY-  IN/LAKE
 ME3350  USGS QUAD   -  WHITING (1991)
 ME3350
 ME3350                         *CURRENT SURVEY CONTROL
 ME3350  ___________________________________________________________________
 ME3350* NAD 83(1986)-  41 38 27.     (N)    087 26 27.     (W)     SCALED    
 ME3350* NAVD 88     -       180.627  (meters)     592.61   (feet)  ADJUSTED  
 ME3350  ___________________________________________________________________
 ME3350  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 ME3350  DYNAMIC HT  -         180.562 (meters)     592.39  (feet)  COMP
 ME3350  MODELED GRAV-     980,258.3   (mgal)                       NAVD 88
 ME3350
 ME3350  VERT ORDER  -  FIRST     CLASS II
 ME3350
 ME3350.The horizontal coordinates were scaled from a topographic map and have
 ME3350.an estimated accuracy of +/- 6 seconds.
 ME3350
 ME3350.The orthometric height was determined by differential leveling
 ME3350.and adjusted by the National Geodetic Survey in April 1995..
 ME3350
 ME3350.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3350.See file dsdata.txt to determine how the superseded data were derived.
 ME3350
 ME3350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM632099(NAD 83)
 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 - 1992
 ME3350
 ME3350  HISTORY     - Date     Condition        Report By
 ME3350  HISTORY     - 1992     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1959 ***********************************************************************
 MD1959  DESIGNATION -  E 368
 MD1959  PID         -  MD1959
 MD1959  STATE/COUNTY-  IN/KOSCIUSKO
 MD1959  USGS QUAD   -  WARSAW (1994)
 MD1959
 MD1959                         *CURRENT SURVEY CONTROL
 MD1959  ___________________________________________________________________
 MD1959* NAD 83(1986)-  41 14 10.     (N)    085 50 36.     (W)     SCALED    
 MD1959* NAVD 88     -       251.176  (meters)     824.07   (feet)  ADJUSTED  
 MD1959  ___________________________________________________________________
 MD1959  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MD1959  DYNAMIC HT  -         251.069 (meters)     823.72  (feet)  COMP
 MD1959  MODELED GRAV-     980,191.2   (mgal)                       NAVD 88
 MD1959
 MD1959  VERT ORDER  -  FIRST     CLASS II
 MD1959
 MD1959.The horizontal coordinates were scaled from a topographic map and have
 MD1959.an estimated accuracy of +/- 6 seconds.
 MD1959
 MD1959.The orthometric height was determined by differential leveling
 MD1959.and adjusted by the National Geodetic Survey in April 1995..
 MD1959
 MD1959.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1959.See file dsdata.txt to determine how the superseded data were derived.
 MD1959
 MD1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL969656(NAD 83)
 MD1959_MARKER: F = FLANGE-ENCASED ROD
 MD1959_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MD1959_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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 = OCTOBER  6, 2006
 LA1070 ***********************************************************************
 LA1070  DESIGNATION -  E 37
 LA1070  PID         -  LA1070
 LA1070  STATE/COUNTY-  IN/GRANT
 LA1070  USGS QUAD   -  HARTFORD CITY WEST (1994)
 LA1070
 LA1070                         *CURRENT SURVEY CONTROL
 LA1070  ___________________________________________________________________
 LA1070* NAD 83(1986)-  40 28 24.     (N)    085 27 17.     (W)     SCALED    
 LA1070* NAVD 88     -       282.105  (meters)     925.54   (feet)  ADJUSTED  
 LA1070  ___________________________________________________________________
 LA1070  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 LA1070  DYNAMIC HT  -         281.962 (meters)     925.07  (feet)  COMP
 LA1070  MODELED GRAV-     980,109.9   (mgal)                       NAVD 88
 LA1070
 LA1070  VERT ORDER  -  SECOND    CLASS 0
 LA1070
 LA1070.The horizontal coordinates were scaled from a topographic map and have
 LA1070.an estimated accuracy of +/- 6 seconds.
 LA1070
 LA1070.The orthometric height was determined by differential leveling
 LA1070.and adjusted by the National Geodetic Survey in June 1991..
 LA1070
 LA1070.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1070.See file dsdata.txt to determine how the superseded data were derived.
 LA1070
 LA1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK309814(NAD 83)
 LA1070_MARKER: DB = BENCH MARK DISK
 LA1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1070_STAMPING: E 37 1934
 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 = OCTOBER  6, 2006
 AH8479 ***********************************************************************
 AH8479  DESIGNATION -  E 370
 AH8479  PID         -  AH8479
 AH8479  STATE/COUNTY-  IN/ELKHART
 AH8479  USGS QUAD   -  CONSTANTINE (1972)
 AH8479
 AH8479                         *CURRENT SURVEY CONTROL
 AH8479  ___________________________________________________________________
 AH8479* NAD 83(1986)-  41 45 32.     (N)    085 40 40.     (W)     SCALED    
 AH8479* NAVD 88     -       245.890  (meters)     806.72   (feet)  ADJUSTED  
 AH8479  ___________________________________________________________________
 AH8479  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 AH8479  DYNAMIC HT  -         245.801 (meters)     806.43  (feet)  COMP
 AH8479  MODELED GRAV-     980,253.7   (mgal)                       NAVD 88
 AH8479
 AH8479  VERT ORDER  -  FIRST     CLASS II
 AH8479
 AH8479.The horizontal coordinates were scaled from a topographic map and have
 AH8479.an estimated accuracy of +/- 6 seconds.
 AH8479
 AH8479.The orthometric height was determined by differential leveling
 AH8479.and adjusted by the National Geodetic Survey in March 2005..
 AH8479.No vertical observational check was made to the station.
 AH8479
 AH8479.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 AH8479;SPC IN E     -   722,840.       99,080.      MT  (+/- 180 meters Scaled)
 AH8479
 AH8479                          SUPERSEDED SURVEY CONTROL
 AH8479
 AH8479.No superseded survey control is available for this station.
 AH8479
 AH8479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM099238(NAD 83)
 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: FLUSH
 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 - May 29, 2001
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0330 ***********************************************************************
 LA0330  DESIGNATION -  E 38
 LA0330  PID         -  LA0330
 LA0330  STATE/COUNTY-  IN/JAY
 LA0330  USGS QUAD   -  PORTLAND (1992)
 LA0330
 LA0330                         *CURRENT SURVEY CONTROL
 LA0330  ___________________________________________________________________
 LA0330* NAD 83(1986)-  40 25 05.     (N)    084 55 47.     (W)     SCALED    
 LA0330* NAVD 88     -       281.907  (meters)     924.89   (feet)  ADJUSTED  
 LA0330  ___________________________________________________________________
 LA0330  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 LA0330  DYNAMIC HT  -         281.768 (meters)     924.43  (feet)  COMP
 LA0330  MODELED GRAV-     980,122.9   (mgal)                       NAVD 88
 LA0330
 LA0330  VERT ORDER  -  SECOND    CLASS 0
 LA0330
 LA0330.The horizontal coordinates were scaled from a topographic map and have
 LA0330.an estimated accuracy of +/- 6 seconds.
 LA0330
 LA0330.The orthometric height was determined by differential leveling
 LA0330.and adjusted by the National Geodetic Survey in June 1991..
 LA0330
 LA0330.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0330.See file dsdata.txt to determine how the superseded data were derived.
 LA0330
 LA0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK756762(NAD 83)
 LA0330_MARKER: DB = BENCH MARK DISK
 LA0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0330_STAMPING: E 38 1934
 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 = OCTOBER  6, 2006
 LA0247 ***********************************************************************
 LA0247  DESIGNATION -  E 39
 LA0247  PID         -  LA0247
 LA0247  STATE/COUNTY-  IN/RANDOLPH
 LA0247  USGS QUAD   -  WINCHESTER (1994)
 LA0247
 LA0247                         *CURRENT SURVEY CONTROL
 LA0247  ___________________________________________________________________
 LA0247* NAD 83(1986)-  40 10 32.     (N)    084 56 19.     (W)     SCALED    
 LA0247* NAVD 88     -       335.962  (meters)    1102.24   (feet)  ADJUSTED  
 LA0247  ___________________________________________________________________
 LA0247  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 LA0247  DYNAMIC HT  -         335.784 (meters)    1101.65  (feet)  COMP
 LA0247  MODELED GRAV-     980,083.5   (mgal)                       NAVD 88
 LA0247
 LA0247  VERT ORDER  -  SECOND    CLASS 0
 LA0247
 LA0247.The horizontal coordinates were scaled from a topographic map and have
 LA0247.an estimated accuracy of +/- 6 seconds.
 LA0247
 LA0247.The orthometric height was determined by differential leveling
 LA0247.and adjusted by the National Geodetic Survey in June 1991..
 LA0247
 LA0247.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0247.See file dsdata.txt to determine how the superseded data were derived.
 LA0247
 LA0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK755492(NAD 83)
 LA0247_MARKER: DB = BENCH MARK DISK
 LA0247_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0247_SP_SET: SIGNAL CONCRETE BASE
 LA0247_STAMPING: E39 1934
 LA0247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  6, 2006
 LA0248 ***********************************************************************
 LA0248  DESIGNATION -  E 39 RESET 1950
 LA0248  PID         -  LA0248
 LA0248  STATE/COUNTY-  IN/RANDOLPH
 LA0248  USGS QUAD   -  WINCHESTER (1994)
 LA0248
 LA0248                         *CURRENT SURVEY CONTROL
 LA0248  ___________________________________________________________________
 LA0248* NAD 83(1986)-  40 10 32.     (N)    084 56 19.     (W)     SCALED    
 LA0248* NAVD 88     -       335.08   (meters)    1099.3    (feet)  RESET     
 LA0248  ___________________________________________________________________
 LA0248  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 LA0248
 LA0248  VERT ORDER  -  THIRD
 LA0248
 LA0248.The horizontal coordinates were scaled from a topographic map and have
 LA0248.an estimated accuracy of +/- 6 seconds.
 LA0248
 LA0248.The orthometric height was computed from unverified reset data.
 LA0248
 LA0248.The geoid height was determined by GEOID03.
 LA0248
 LA0248;                    North         East    Units  Estimated Accuracy
 LA0248;SPC IN E     -   547,260.      162,010.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0248.See file dsdata.txt to determine how the superseded data were derived.
 LA0248
 LA0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK755492(NAD 83)
 LA0248_MARKER: DB = BENCH MARK DISK
 LA0248_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LA0248_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LA0248_STAMPING: E 39 RESET 1950
 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 = OCTOBER  6, 2006
 KA0282 ***********************************************************************
 KA0282  DESIGNATION -  E 4
 KA0282  PID         -  KA0282
 KA0282  STATE/COUNTY-  IN/MARION
 KA0282  USGS QUAD   -  INDIANAPOLIS EAST (1980)
 KA0282
 KA0282                         *CURRENT SURVEY CONTROL
 KA0282  ___________________________________________________________________
 KA0282* NAD 83(1986)-  39 47 32.     (N)    086 07 12.     (W)     SCALED    
 KA0282* NAVD 88     -       231.133  (meters)     758.31   (feet)  ADJUSTED  
 KA0282  ___________________________________________________________________
 KA0282  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KA0282  DYNAMIC HT  -         231.005 (meters)     757.89  (feet)  COMP
 KA0282  MODELED GRAV-     980,064.3   (mgal)                       NAVD 88
 KA0282
 KA0282  VERT ORDER  -  FIRST     CLASS II
 KA0282
 KA0282.The horizontal coordinates were scaled from a topographic map and have
 KA0282.an estimated accuracy of +/- 6 seconds.
 KA0282
 KA0282.The orthometric height was determined by differential leveling
 KA0282.and adjusted by the National Geodetic Survey in June 1991..
 KA0282
 KA0282.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0282.See file dsdata.txt to determine how the superseded data were derived.
 KA0282
 KA0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK753050(NAD 83)
 KA0282_MARKER: DB = BENCH MARK DISK
 KA0282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0282_SP_SET: OVERPASS
 KA0282_STAMPING: E 4
 KA0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0282
 KA0282  HISTORY     - Date     Condition        Report By
 KA0282  HISTORY     - UNK      MONUMENTED       CGS
 KA0282  HISTORY     - 1947     GOOD             NGS
 KA0282
 KA0282                          STATION DESCRIPTION
 KA0282
 KA0282'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1052 ***********************************************************************
 LA1052  DESIGNATION -  E 40
 LA1052  PID         -  LA1052
 LA1052  STATE/COUNTY-  IN/RANDOLPH
 LA1052  USGS QUAD   -  FARMLAND (1969)
 LA1052
 LA1052                         *CURRENT SURVEY CONTROL
 LA1052  ___________________________________________________________________
 LA1052* NAD 83(1986)-  40 08 40.     (N)    085 07 39.     (W)     SCALED    
 LA1052* NAVD 88     -       317.593  (meters)    1041.97   (feet)  ADJUSTED  
 LA1052  ___________________________________________________________________
 LA1052  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 LA1052  DYNAMIC HT  -         317.422 (meters)    1041.41  (feet)  COMP
 LA1052  MODELED GRAV-     980,078.9   (mgal)                       NAVD 88
 LA1052
 LA1052  VERT ORDER  -  SECOND    CLASS 0
 LA1052
 LA1052.The horizontal coordinates were scaled from a topographic map and have
 LA1052.an estimated accuracy of +/- 6 seconds.
 LA1052
 LA1052.The orthometric height was determined by differential leveling
 LA1052.and adjusted by the National Geodetic Survey in June 1991..
 LA1052
 LA1052.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1052.See file dsdata.txt to determine how the superseded data were derived.
 LA1052
 LA1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK595454(NAD 83)
 LA1052_MARKER: DB = BENCH MARK DISK
 LA1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1052_STAMPING: E 40 1934
 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             NGS
 LA1052
 LA1052                          STATION DESCRIPTION
 LA1052
 LA1052'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1013 ***********************************************************************
 LA1013  DESIGNATION -  E 41
 LA1013  PID         -  LA1013
 LA1013  STATE/COUNTY-  IN/DELAWARE
 LA1013  USGS QUAD   -  MUNCIE EAST (1984)
 LA1013
 LA1013                         *CURRENT SURVEY CONTROL
 LA1013  ___________________________________________________________________
 LA1013* NAD 83(1986)-  40 11 31.     (N)    085 22 03.     (W)     SCALED    
 LA1013* NAVD 88     -       291.787  (meters)     957.30   (feet)  ADJUSTED  
 LA1013  ___________________________________________________________________
 LA1013  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 LA1013  DYNAMIC HT  -         291.631 (meters)     956.79  (feet)  COMP
 LA1013  MODELED GRAV-     980,084.9   (mgal)                       NAVD 88
 LA1013
 LA1013  VERT ORDER  -  SECOND    CLASS 0
 LA1013
 LA1013.The horizontal coordinates were scaled from a topographic map and have
 LA1013.an estimated accuracy of +/- 6 seconds.
 LA1013
 LA1013.The orthometric height was determined by differential leveling
 LA1013.and adjusted by the National Geodetic Survey in June 1991..
 LA1013
 LA1013.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1013.See file dsdata.txt to determine how the superseded data were derived.
 LA1013
 LA1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK389503(NAD 83)
 LA1013_MARKER: DB = BENCH MARK DISK
 LA1013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1013_SP_SET: SWITCH CONCRETE BASE
 LA1013_STAMPING: E 41 1934
 LA1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1013
 LA1013  HISTORY     - Date     Condition        Report By
 LA1013  HISTORY     - 1934     MONUMENTED       CGS
 LA1013  HISTORY     - 1947     GOOD             NGS
 LA1013
 LA1013                          STATION DESCRIPTION
 LA1013
 LA1013'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1428 ***********************************************************************
 LA1428  DESIGNATION -  E 42
 LA1428  PID         -  LA1428
 LA1428  STATE/COUNTY-  IN/MADISON
 LA1428  USGS QUAD   -  ANDERSON SOUTH (1994)
 LA1428
 LA1428                         *CURRENT SURVEY CONTROL
 LA1428  ___________________________________________________________________
 LA1428* NAD 83(1986)-  40 05 45.     (N)    085 42 32.     (W)     SCALED    
 LA1428* NAVD 88     -       269.556  (meters)     884.37   (feet)  ADJUSTED  
 LA1428  ___________________________________________________________________
 LA1428  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 LA1428  DYNAMIC HT  -         269.408 (meters)     883.88  (feet)  COMP
 LA1428  MODELED GRAV-     980,070.6   (mgal)                       NAVD 88
 LA1428
 LA1428  VERT ORDER  -  SECOND    CLASS 0
 LA1428
 LA1428.The horizontal coordinates were scaled from a topographic map and have
 LA1428.an estimated accuracy of +/- 6 seconds.
 LA1428
 LA1428.The orthometric height was determined by differential leveling
 LA1428.and adjusted by the National Geodetic Survey in June 1991..
 LA1428.WARNING-Repeat measurements at this control monument indicate possible
 LA1428.vertical movement.
 LA1428
 LA1428.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1428.See file dsdata.txt to determine how the superseded data were derived.
 LA1428
 LA1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK100391(NAD 83)
 LA1428_MARKER: DB = BENCH MARK DISK
 LA1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1428_STAMPING: E 42 1934
 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             NGS
 LA1428
 LA1428                          STATION DESCRIPTION
 LA1428
 LA1428'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0254 ***********************************************************************
 KA0254  DESIGNATION -  E 43
 KA0254  PID         -  KA0254
 KA0254  STATE/COUNTY-  IN/MARION
 KA0254  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA0254
 KA0254                         *CURRENT SURVEY CONTROL
 KA0254  ___________________________________________________________________
 KA0254* NAD 83(1986)-  39 47 54.     (N)    086 08 24.     (W)     SCALED    
 KA0254* NAVD 88     -       222.058  (meters)     728.54   (feet)  ADJUSTED  
 KA0254  ___________________________________________________________________
 KA0254  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 KA0254  DYNAMIC HT  -         221.935 (meters)     728.13  (feet)  COMP
 KA0254  MODELED GRAV-     980,066.9   (mgal)                       NAVD 88
 KA0254
 KA0254  VERT ORDER  -  SECOND    CLASS 0
 KA0254
 KA0254.The horizontal coordinates were scaled from a topographic map and have
 KA0254.an estimated accuracy of +/- 6 seconds.
 KA0254
 KA0254.The orthometric height was determined by differential leveling
 KA0254.and adjusted by the National Geodetic Survey in June 1991..
 KA0254
 KA0254.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0254.See file dsdata.txt to determine how the superseded data were derived.
 KA0254
 KA0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK736057(NAD 83)
 KA0254_MARKER: DB = BENCH MARK DISK
 KA0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0254_STAMPING: E 43 1934
 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             NGS
 KA0254  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 KA0254
 KA0254                          STATION DESCRIPTION
 KA0254
 KA0254'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2400 ***********************************************************************
 JZ2400  DESIGNATION -  E 44
 JZ2400  PID         -  JZ2400
 JZ2400  STATE/COUNTY-  IN/HANCOCK
 JZ2400  USGS QUAD   -  SHIRLEY (1960)
 JZ2400
 JZ2400                         *CURRENT SURVEY CONTROL
 JZ2400  ___________________________________________________________________
 JZ2400* NAD 83(1986)-  39 53 33.     (N)    085 34 31.     (W)     SCALED    
 JZ2400* NAVD 88     -       314.256  (meters)    1031.02   (feet)  ADJUSTED  
 JZ2400  ___________________________________________________________________
 JZ2400  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JZ2400  DYNAMIC HT  -         314.079 (meters)    1030.44  (feet)  COMP
 JZ2400  MODELED GRAV-     980,055.7   (mgal)                       NAVD 88
 JZ2400
 JZ2400  VERT ORDER  -  SECOND    CLASS 0
 JZ2400
 JZ2400.The horizontal coordinates were scaled from a topographic map and have
 JZ2400.an estimated accuracy of +/- 6 seconds.
 JZ2400
 JZ2400.The orthometric height was determined by differential leveling
 JZ2400.and adjusted by the National Geodetic Survey in June 1991..
 JZ2400
 JZ2400.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2400.See file dsdata.txt to determine how the superseded data were derived.
 JZ2400
 JZ2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK218167(NAD 83)
 JZ2400_MARKER: DB = BENCH MARK DISK
 JZ2400_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2400_SP_SET: BUILDING
 JZ2400_STAMPING: E 44 1934
 JZ2400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2400
 JZ2400  HISTORY     - Date     Condition        Report By
 JZ2400  HISTORY     - 1934     MONUMENTED       CGS
 JZ2400  HISTORY     - 1945     GOOD             NGS
 JZ2400
 JZ2400                          STATION DESCRIPTION
 JZ2400
 JZ2400'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1484 ***********************************************************************
 JZ1484  DESIGNATION -  E 45
 JZ1484  PID         -  JZ1484
 JZ1484  STATE/COUNTY-  IN/HENRY
 JZ1484  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ1484
 JZ1484                         *CURRENT SURVEY CONTROL
 JZ1484  ___________________________________________________________________
 JZ1484* NAD 83(1986)-  39 55 29.     (N)    085 15 22.     (W)     SCALED    
 JZ1484* NAVD 88     -       346.398  (meters)    1136.47   (feet)  ADJUSTED  
 JZ1484  ___________________________________________________________________
 JZ1484  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JZ1484  DYNAMIC HT  -         346.200 (meters)    1135.82  (feet)  COMP
 JZ1484  MODELED GRAV-     980,045.0   (mgal)                       NAVD 88
 JZ1484
 JZ1484  VERT ORDER  -  SECOND    CLASS 0
 JZ1484
 JZ1484.The horizontal coordinates were scaled from a topographic map and have
 JZ1484.an estimated accuracy of +/- 6 seconds.
 JZ1484
 JZ1484.The orthometric height was determined by differential leveling
 JZ1484.and adjusted by the National Geodetic Survey in June 1991..
 JZ1484
 JZ1484.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1484.See file dsdata.txt to determine how the superseded data were derived.
 JZ1484
 JZ1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK490208(NAD 83)
 JZ1484_MARKER: DB = BENCH MARK DISK
 JZ1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1484_STAMPING: E 45 1934
 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             NGS
 JZ1484
 JZ1484                          STATION DESCRIPTION
 JZ1484
 JZ1484'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1251 ***********************************************************************
 JZ1251  DESIGNATION -  E 46
 JZ1251  PID         -  JZ1251
 JZ1251  STATE/COUNTY-  IN/UNION
 JZ1251  USGS QUAD   -  COLLEGE CORNER (1992)
 JZ1251
 JZ1251                         *CURRENT SURVEY CONTROL
 JZ1251  ___________________________________________________________________
 JZ1251* NAD 83(1986)-  39 35 53.     (N)    084 51 48.     (W)     SCALED    
 JZ1251* NAVD 88     -       318.086  (meters)    1043.59   (feet)  ADJUSTED  
 JZ1251  ___________________________________________________________________
 JZ1251  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JZ1251  DYNAMIC HT  -         317.903 (meters)    1042.99  (feet)  COMP
 JZ1251  MODELED GRAV-     980,040.0   (mgal)                       NAVD 88
 JZ1251
 JZ1251  VERT ORDER  -  SECOND    CLASS 0
 JZ1251
 JZ1251.The horizontal coordinates were scaled from a topographic map and have
 JZ1251.an estimated accuracy of +/- 6 seconds.
 JZ1251
 JZ1251.The orthometric height was determined by differential leveling
 JZ1251.and adjusted by the National Geodetic Survey in June 1991..
 JZ1251
 JZ1251.The geoid height was determined by GEOID03.
 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     -   483,200.      169,000.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1251.See file dsdata.txt to determine how the superseded data were derived.
 JZ1251
 JZ1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ834853(NAD 83)
 JZ1251_MARKER: DB = BENCH MARK DISK
 JZ1251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1251_SP_SET: SIGNAL BASE
 JZ1251_STAMPING: E 46 1934
 JZ1251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1251
 JZ1251  HISTORY     - Date     Condition        Report By
 JZ1251  HISTORY     - 1934     MONUMENTED       CGS
 JZ1251  HISTORY     - 1947     GOOD             NGS
 JZ1251
 JZ1251                          STATION DESCRIPTION
 JZ1251
 JZ1251'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2410 ***********************************************************************
 JZ2410  DESIGNATION -  E 47
 JZ2410  PID         -  JZ2410
 JZ2410  STATE/COUNTY-  IN/RUSH
 JZ2410  USGS QUAD   -  MANILLA (1988)
 JZ2410
 JZ2410                         *CURRENT SURVEY CONTROL
 JZ2410  ___________________________________________________________________
 JZ2410* NAD 83(1986)-  39 34 35.     (N)    085 35 53.     (W)     SCALED    
 JZ2410* NAVD 88     -       277.121  (meters)     909.19   (feet)  ADJUSTED  
 JZ2410  ___________________________________________________________________
 JZ2410  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ2410  DYNAMIC HT  -         276.956 (meters)     908.65  (feet)  COMP
 JZ2410  MODELED GRAV-     980,022.8   (mgal)                       NAVD 88
 JZ2410
 JZ2410  VERT ORDER  -  SECOND    CLASS 0
 JZ2410
 JZ2410.The horizontal coordinates were scaled from a topographic map and have
 JZ2410.an estimated accuracy of +/- 6 seconds.
 JZ2410
 JZ2410.The orthometric height was determined by differential leveling
 JZ2410.and adjusted by the National Geodetic Survey in June 1991..
 JZ2410
 JZ2410.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2410.See file dsdata.txt to determine how the superseded data were derived.
 JZ2410
 JZ2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ204816(NAD 83)
 JZ2410_MARKER: DB = BENCH MARK DISK
 JZ2410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2410_STAMPING: E 47 1934
 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             NGS
 JZ2410
 JZ2410                          STATION DESCRIPTION
 JZ2410
 JZ2410'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ0606 ***********************************************************************
 JZ0606  DESIGNATION -  E 48
 JZ0606  PID         -  JZ0606
 JZ0606  STATE/COUNTY-  IN/FRANKLIN
 JZ0606  USGS QUAD   -  CEDAR GROVE (1994)
 JZ0606
 JZ0606                         *CURRENT SURVEY CONTROL
 JZ0606  ___________________________________________________________________
 JZ0606* NAD 83(1986)-  39 21 21.     (N)    084 56 24.     (W)     SCALED    
 JZ0606* NAVD 88     -       182.527  (meters)     598.84   (feet)  ADJUSTED  
 JZ0606  ___________________________________________________________________
 JZ0606  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JZ0606  DYNAMIC HT  -         182.419 (meters)     598.49  (feet)  COMP
 JZ0606  MODELED GRAV-     980,028.0   (mgal)                       NAVD 88
 JZ0606
 JZ0606  VERT ORDER  -  SECOND    CLASS 0
 JZ0606
 JZ0606.The horizontal coordinates were scaled from a topographic map and have
 JZ0606.an estimated accuracy of +/- 6 seconds.
 JZ0606
 JZ0606.The orthometric height was determined by differential leveling
 JZ0606.and adjusted by the National Geodetic Survey in June 1991..
 JZ0606
 JZ0606.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0606.See file dsdata.txt to determine how the superseded data were derived.
 JZ0606
 JZ0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ774582(NAD 83)
 JZ0606_MARKER: DB = BENCH MARK DISK
 JZ0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0606_STAMPING: E 47 1934
 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             NGS
 JZ0606
 JZ0606                          STATION DESCRIPTION
 JZ0606
 JZ0606'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2197 ***********************************************************************
 JZ2197  DESIGNATION -  E 49
 JZ2197  PID         -  JZ2197
 JZ2197  STATE/COUNTY-  IN/JENNINGS
 JZ2197  USGS QUAD   -  BUTLERVILLE (1994)
 JZ2197
 JZ2197                         *CURRENT SURVEY CONTROL
 JZ2197  ___________________________________________________________________
 JZ2197* NAD 83(1986)-  39 07 28.     (N)    085 36 11.     (W)     SCALED    
 JZ2197* NAVD 88     -       234.260  (meters)     768.57   (feet)  ADJUSTED  
 JZ2197  ___________________________________________________________________
 JZ2197  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ2197  DYNAMIC HT  -         234.110 (meters)     768.08  (feet)  COMP
 JZ2197  MODELED GRAV-     979,984.6   (mgal)                       NAVD 88
 JZ2197
 JZ2197  VERT ORDER  -  SECOND    CLASS 0
 JZ2197
 JZ2197.The horizontal coordinates were scaled from a topographic map and have
 JZ2197.an estimated accuracy of +/- 6 seconds.
 JZ2197
 JZ2197.The orthometric height was determined by differential leveling
 JZ2197.and adjusted by the National Geodetic Survey in June 1991..
 JZ2197
 JZ2197.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2197.See file dsdata.txt to determine how the superseded data were derived.
 JZ2197
 JZ2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ207315(NAD 83)
 JZ2197_MARKER: DB = BENCH MARK DISK
 JZ2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2197_STAMPING: E 49 1934
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1324 ***********************************************************************
 LA1324  DESIGNATION -  E 5
 LA1324  PID         -  LA1324
 LA1324  STATE/COUNTY-  IN/GRANT
 LA1324  USGS QUAD   -  FAIRMOUNT (1994)
 LA1324
 LA1324                         *CURRENT SURVEY CONTROL
 LA1324  ___________________________________________________________________
 LA1324* NAD 83(1986)-  40 28 28.     (N)    085 37 45.     (W)     SCALED    
 LA1324* NAVD 88     -       261.202  (meters)     856.96   (feet)  ADJUSTED  
 LA1324  ___________________________________________________________________
 LA1324  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 LA1324  DYNAMIC HT  -         261.069 (meters)     856.52  (feet)  COMP
 LA1324  MODELED GRAV-     980,107.8   (mgal)                       NAVD 88
 LA1324
 LA1324  VERT ORDER  -  FIRST     CLASS II
 LA1324
 LA1324.The horizontal coordinates were scaled from a topographic map and have
 LA1324.an estimated accuracy of +/- 6 seconds.
 LA1324
 LA1324.The orthometric height was determined by differential leveling
 LA1324.and adjusted by the National Geodetic Survey in June 1991..
 LA1324
 LA1324.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1324.See file dsdata.txt to determine how the superseded data were derived.
 LA1324
 LA1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK162813(NAD 83)
 LA1324_MARKER: DB = BENCH MARK DISK
 LA1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1324_SP_SET: STONE POST
 LA1324_STAMPING: E5ELEV 857.078 FT
 LA1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1324+STABILITY: SURFACE MOTION
 LA1324
 LA1324  HISTORY     - Date     Condition        Report By
 LA1324  HISTORY     - UNK      MONUMENTED       CGS
 LA1324  HISTORY     - 1946     GOOD             NGS
 LA1324
 LA1324                          STATION DESCRIPTION
 LA1324
 LA1324'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ0633 ***********************************************************************
 JZ0633  DESIGNATION -  E 5
 JZ0633  PID         -  JZ0633
 JZ0633  STATE/COUNTY-  IN/DEARBORN
 JZ0633  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ0633
 JZ0633                         *CURRENT SURVEY CONTROL
 JZ0633  ___________________________________________________________________
 JZ0633* NAD 83(1986)-  39 05 36.     (N)    084 50 55.     (W)     SCALED    
 JZ0633* NAVD 88     -       147.221  (meters)     483.01   (feet)  ADJUSTED  
 JZ0633  ___________________________________________________________________
 JZ0633  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JZ0633  DYNAMIC HT  -         147.129 (meters)     482.71  (feet)  COMP
 JZ0633  MODELED GRAV-     980,002.4   (mgal)                       NAVD 88
 JZ0633
 JZ0633  VERT ORDER  -  FIRST     CLASS II
 JZ0633
 JZ0633.The horizontal coordinates were scaled from a topographic map and have
 JZ0633.an estimated accuracy of +/- 6 seconds.
 JZ0633
 JZ0633.The orthometric height was determined by differential leveling
 JZ0633.and adjusted by the National Geodetic Survey in June 1991..
 JZ0633
 JZ0633.The geoid height was determined by GEOID03.
 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     -   427,180.      170,770.      MT  (+/- 180 meters Scaled)
 JZ0633
 JZ0633                          SUPERSEDED SURVEY CONTROL
 JZ0633
 JZ0633  NGVD 29 (06/03/91)  147.430  (m)          483.69   (f) ADJUSTED    1 2
 JZ0633
 JZ0633.Superseded values are not recommended for survey control.
 JZ0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0633.See file dsdata.txt to determine how the superseded data were derived.
 JZ0633
 JZ0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ860293(NAD 83)
 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     - UNK      MONUMENTED       CGS
 JZ0633  HISTORY     - 1947     GOOD             NGS
 JZ0633  HISTORY     - 1964     GOOD             NGS
 JZ0633  HISTORY     - 1986     GOOD             NGS
 JZ0633
 JZ0633                          STATION DESCRIPTION
 JZ0633
 JZ0633'DESCRIBED BY NATIONAL 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0687 ***********************************************************************
 KA0687  DESIGNATION -  E 50
 KA0687  PID         -  KA0687
 KA0687  STATE/COUNTY-  IN/HENDRICKS
 KA0687  USGS QUAD   -  LIZTON (1970)
 KA0687
 KA0687                         *CURRENT SURVEY CONTROL
 KA0687  ___________________________________________________________________
 KA0687* NAD 83(1986)-  39 53 14.     (N)    086 32 34.     (W)     SCALED    
 KA0687* NAVD 88     -       292.002  (meters)     958.01   (feet)  ADJUSTED  
 KA0687  ___________________________________________________________________
 KA0687  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KA0687  DYNAMIC HT  -         291.841 (meters)     957.48  (feet)  COMP
 KA0687  MODELED GRAV-     980,069.6   (mgal)                       NAVD 88
 KA0687
 KA0687  VERT ORDER  -  SECOND    CLASS 0
 KA0687
 KA0687.The horizontal coordinates were scaled from a topographic map and have
 KA0687.an estimated accuracy of +/- 6 seconds.
 KA0687
 KA0687.The orthometric height was determined by differential leveling
 KA0687.and adjusted by the National Geodetic Survey in June 1991..
 KA0687
 KA0687.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0687.See file dsdata.txt to determine how the superseded data were derived.
 KA0687
 KA0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK390153(NAD 83)
 KA0687_MARKER: DB = BENCH MARK DISK
 KA0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0687_STAMPING: E 50 1934
 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             NGS
 KA0687
 KA0687                          STATION DESCRIPTION
 KA0687
 KA0687'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1535 ***********************************************************************
 KA1535  DESIGNATION -  E 51
 KA1535  PID         -  KA1535
 KA1535  STATE/COUNTY-  IN/VERMILLION
 KA1535  USGS QUAD   -  CLINTON (1986)
 KA1535
 KA1535                         *CURRENT SURVEY CONTROL
 KA1535  ___________________________________________________________________
 KA1535* NAD 83(1986)-  39 43 27.     (N)    087 23 23.     (W)     SCALED    
 KA1535* NAVD 88     -       157.901  (meters)     518.05   (feet)  ADJUSTED  
 KA1535  ___________________________________________________________________
 KA1535  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KA1535  DYNAMIC HT  -         157.814 (meters)     517.76  (feet)  COMP
 KA1535  MODELED GRAV-     980,068.5   (mgal)                       NAVD 88
 KA1535
 KA1535  VERT ORDER  -  SECOND    CLASS 0
 KA1535
 KA1535.The horizontal coordinates were scaled from a topographic map and have
 KA1535.an estimated accuracy of +/- 6 seconds.
 KA1535
 KA1535.The orthometric height was determined by differential leveling
 KA1535.and adjusted by the National Geodetic Survey in June 1991..
 KA1535
 KA1535.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1535.See file dsdata.txt to determine how the superseded data were derived.
 KA1535
 KA1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ666972(NAD 83)
 KA1535_MARKER: DB = BENCH MARK DISK
 KA1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1535_STAMPING: E 51 1934
 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             NGS
 KA1535  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA1535
 KA1535                          STATION DESCRIPTION
 KA1535
 KA1535'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0435 ***********************************************************************
 KA0435  DESIGNATION -  E 52
 KA0435  PID         -  KA0435
 KA0435  STATE/COUNTY-  IN/MONROE
 KA0435  USGS QUAD   -  MODESTO (1983)
 KA0435
 KA0435                         *CURRENT SURVEY CONTROL
 KA0435  ___________________________________________________________________
 KA0435* NAD 83(1986)-  39 15 07.     (N)    086 37 27.     (W)     SCALED    
 KA0435* NAVD 88     -       201.719  (meters)     661.81   (feet)  ADJUSTED  
 KA0435  ___________________________________________________________________
 KA0435  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KA0435  DYNAMIC HT  -         201.598 (meters)     661.41  (feet)  COMP
 KA0435  MODELED GRAV-     980,025.6   (mgal)                       NAVD 88
 KA0435
 KA0435  VERT ORDER  -  SECOND    CLASS 0
 KA0435
 KA0435.The horizontal coordinates were scaled from a topographic map and have
 KA0435.an estimated accuracy of +/- 6 seconds.
 KA0435
 KA0435.The orthometric height was determined by differential leveling
 KA0435.and adjusted by the National Geodetic Survey in June 1991..
 KA0435
 KA0435.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0435.See file dsdata.txt to determine how the superseded data were derived.
 KA0435
 KA0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ324448(NAD 83)
 KA0435_MARKER: DB = BENCH MARK DISK
 KA0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0435_STAMPING: E 52 1934
 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 = OCTOBER  6, 2006
 KA0325 ***********************************************************************
 KA0325  DESIGNATION -  E 53
 KA0325  PID         -  KA0325
 KA0325  STATE/COUNTY-  IN/BROWN
 KA0325  USGS QUAD   -  BELMONT (1984)
 KA0325
 KA0325                         *CURRENT SURVEY CONTROL
 KA0325  ___________________________________________________________________
 KA0325* NAD 83(1986)-  39 09 47.     (N)    086 19 42.     (W)     SCALED    
 KA0325* NAVD 88     -       173.368  (meters)     568.79   (feet)  ADJUSTED  
 KA0325  ___________________________________________________________________
 KA0325  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KA0325  DYNAMIC HT  -         173.263 (meters)     568.45  (feet)  COMP
 KA0325  MODELED GRAV-     980,018.9   (mgal)                       NAVD 88
 KA0325
 KA0325  VERT ORDER  -  SECOND    CLASS 0
 KA0325
 KA0325.The horizontal coordinates were scaled from a topographic map and have
 KA0325.an estimated accuracy of +/- 6 seconds.
 KA0325
 KA0325.The orthometric height was determined by differential leveling
 KA0325.and adjusted by the National Geodetic Survey in June 1991..
 KA0325
 KA0325.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0325.See file dsdata.txt to determine how the superseded data were derived.
 KA0325
 KA0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ580350(NAD 83)
 KA0325_MARKER: DB = BENCH MARK DISK
 KA0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0325_STAMPING: E 53 1934
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1966
 KA0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1184 ***********************************************************************
 KA1184  DESIGNATION -  E 54
 KA1184  PID         -  KA1184
 KA1184  STATE/COUNTY-  IN/GREENE
 KA1184  USGS QUAD   -  LINTON (1986)
 KA1184
 KA1184                         *CURRENT SURVEY CONTROL
 KA1184  ___________________________________________________________________
 KA1184* NAD 83(1986)-  39 01 51.     (N)    087 10 00.     (W)     SCALED    
 KA1184* NAVD 88     -       160.260  (meters)     525.79   (feet)  ADJUSTED  
 KA1184  ___________________________________________________________________
 KA1184  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KA1184  DYNAMIC HT  -         160.163 (meters)     525.47  (feet)  COMP
 KA1184  MODELED GRAV-     980,020.7   (mgal)                       NAVD 88
 KA1184
 KA1184  VERT ORDER  -  SECOND    CLASS 0
 KA1184
 KA1184.The horizontal coordinates were scaled from a topographic map and have
 KA1184.an estimated accuracy of +/- 6 seconds.
 KA1184
 KA1184.The orthometric height was determined by differential leveling
 KA1184.and adjusted by the National Geodetic Survey in June 1991..
 KA1184
 KA1184.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1184.See file dsdata.txt to determine how the superseded data were derived.
 KA1184
 KA1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ855202(NAD 83)
 KA1184_MARKER: DB = BENCH MARK DISK
 KA1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1184_STAMPING: E 54 1934
 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 = OCTOBER  6, 2006
 JA0234 ***********************************************************************
 JA0234  DESIGNATION -  E 56
 JA0234  PID         -  JA0234
 JA0234  STATE/COUNTY-  IN/HARRISON
 JA0234  USGS QUAD   -  CRANDALL (1994)
 JA0234
 JA0234                         *CURRENT SURVEY CONTROL
 JA0234  ___________________________________________________________________
 JA0234* NAD 83(1986)-  38 16 49.     (N)    086 01 37.     (W)     SCALED    
 JA0234* NAVD 88     -       223.569  (meters)     733.49   (feet)  POSTED    
 JA0234  ___________________________________________________________________
 JA0234  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JA0234  DYNAMIC HT  -         223.410 (meters)     732.97  (feet)  COMP
 JA0234  MODELED GRAV-     979,931.4   (mgal)                       NAVD 88
 JA0234
 JA0234  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JA0234
 JA0234.The horizontal coordinates were scaled from a topographic map and have
 JA0234.an estimated accuracy of +/- 6 seconds.
 JA0234
 JA0234.The orthometric height was determined by differential leveling
 JA0234.and adjusted by the National Geodetic Survey in 1992..
 JA0234.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JA0234.rate of 2.1 thru 3.0 mm/km.
 JA0234
 JA0234.The geoid height was determined by GEOID03.
 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     -   336,670.       68,480.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0234.See file dsdata.txt to determine how the superseded data were derived.
 JA0234
 JA0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH851373(NAD 83)
 JA0234_MARKER: DB = BENCH MARK DISK
 JA0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0234_STAMPING: E 56 1934
 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             NGS
 JA0234
 JA0234                          STATION DESCRIPTION
 JA0234
 JA0234'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1140 ***********************************************************************
 JA1140  DESIGNATION -  E 58
 JA1140  PID         -  JA1140
 JA1140  STATE/COUNTY-  IN/GIBSON
 JA1140  USGS QUAD   -  OWENSVILLE (1989)
 JA1140
 JA1140                         *CURRENT SURVEY CONTROL
 JA1140  ___________________________________________________________________
 JA1140* NAD 83(1986)-  38 22 00.     (N)    087 38 25.     (W)     SCALED    
 JA1140* NAVD 88     -       122.345  (meters)     401.39   (feet)  ADJUSTED  
 JA1140  ___________________________________________________________________
 JA1140  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JA1140  DYNAMIC HT  -         122.265 (meters)     401.13  (feet)  COMP
 JA1140  MODELED GRAV-     979,973.6   (mgal)                       NAVD 88
 JA1140
 JA1140  VERT ORDER  -  FIRST     CLASS II
 JA1140
 JA1140.The horizontal coordinates were scaled from a topographic map and have
 JA1140.an estimated accuracy of +/- 6 seconds.
 JA1140
 JA1140.The orthometric height was determined by differential leveling
 JA1140.and adjusted by the National Geodetic Survey in June 1991..
 JA1140.WARNING-Repeat measurements at this control monument indicate possible
 JA1140.vertical movement.
 JA1140
 JA1140.The geoid height was determined by GEOID03.
 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     -   346,340.      851,330.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1140.See file dsdata.txt to determine how the superseded data were derived.
 JA1140
 JA1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH440466(NAD 83)
 JA1140_MARKER: DB = BENCH MARK DISK
 JA1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1140_STAMPING: E 58 1934
 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             NGS
 JA1140
 JA1140                          STATION DESCRIPTION
 JA1140
 JA1140'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1073 ***********************************************************************
 JA1073  DESIGNATION -  E 59
 JA1073  PID         -  JA1073
 JA1073  STATE/COUNTY-  IN/PIKE
 JA1073  USGS QUAD   -  PETERSBURG (1980)
 JA1073
 JA1073                         *CURRENT SURVEY CONTROL
 JA1073  ___________________________________________________________________
 JA1073* NAD 83(1986)-  38 22 54.     (N)    087 19 00.     (W)     SCALED    
 JA1073* NAVD 88     -       130.297  (meters)     427.48   (feet)  ADJUSTED  
 JA1073  ___________________________________________________________________
 JA1073  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 JA1073  DYNAMIC HT  -         130.212 (meters)     427.20  (feet)  COMP
 JA1073  MODELED GRAV-     979,971.7   (mgal)                       NAVD 88
 JA1073
 JA1073  VERT ORDER  -  FIRST     CLASS II
 JA1073
 JA1073.The horizontal coordinates were scaled from a topographic map and have
 JA1073.an estimated accuracy of +/- 6 seconds.
 JA1073
 JA1073.The orthometric height was determined by differential leveling
 JA1073.and adjusted by the National Geodetic Survey in June 1991..
 JA1073
 JA1073.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1073.See file dsdata.txt to determine how the superseded data were derived.
 JA1073
 JA1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH723482(NAD 83)
 JA1073_MARKER: DB = BENCH MARK DISK
 JA1073_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1073_SP_SET: BRIDGE
 JA1073_STAMPING: E 59 1934
 JA1073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1073
 JA1073  HISTORY     - Date     Condition        Report By
 JA1073  HISTORY     - 1934     MONUMENTED       CGS
 JA1073  HISTORY     - 1965     GOOD             NGS
 JA1073  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA1073
 JA1073                          STATION DESCRIPTION
 JA1073
 JA1073'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1020 ***********************************************************************
 ME1020  DESIGNATION -  E 6
 ME1020  PID         -  ME1020
 ME1020  STATE/COUNTY-  IN/LAKE
 ME1020  USGS QUAD   -  WHITING (1991)
 ME1020
 ME1020                         *CURRENT SURVEY CONTROL
 ME1020  ___________________________________________________________________
 ME1020* NAD 83(1986)-  41 38 36.     (N)    087 26 10.     (W)     SCALED    
 ME1020* NAVD 88     -       179.385  (meters)     588.53   (feet)  ADJUSTED  
 ME1020  ___________________________________________________________________
 ME1020  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 ME1020  DYNAMIC HT  -         179.320 (meters)     588.32  (feet)  COMP
 ME1020  MODELED GRAV-     980,258.9   (mgal)                       NAVD 88
 ME1020
 ME1020  VERT ORDER  -  FIRST     CLASS II
 ME1020
 ME1020.The horizontal coordinates were scaled from a topographic map and have
 ME1020.an estimated accuracy of +/- 6 seconds.
 ME1020
 ME1020.The orthometric height was determined by differential leveling
 ME1020.and adjusted by the National Geodetic Survey in June 1991..
 ME1020
 ME1020.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1020.See file dsdata.txt to determine how the superseded data were derived.
 ME1020
 ME1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM636102(NAD 83)
 ME1020_MARKER: DB = BENCH MARK DISK
 ME1020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1020_SP_SET: BRIDGE
 ME1020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1020
 ME1020  HISTORY     - Date     Condition        Report By
 ME1020  HISTORY     - 1946     MONUMENTED       CGS
 ME1020  HISTORY     - 1968     MARK NOT FOUND   NGS
 ME1020
 ME1020                          STATION DESCRIPTION
 ME1020
 ME1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 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 NATIONAL GEODETIC SURVEY 1968
 ME1020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1678 ***********************************************************************
 HZ1678  CBN         -  This is a Cooperative Base Network Control Station.
 HZ1678  DESIGNATION -  E 60
 HZ1678  PID         -  HZ1678
 HZ1678  STATE/COUNTY-  IN/CLARK
 HZ1678  USGS QUAD   -  HENRYVILLE (1983)
 HZ1678
 HZ1678                         *CURRENT SURVEY CONTROL
 HZ1678  ___________________________________________________________________
 HZ1678* NAD 83(1997)-  38 36 30.56136(N)    085 46 35.28324(W)     ADJUSTED  
 HZ1678* NAVD 88     -       184.998  (meters)     606.95   (feet)  ADJUSTED  
 HZ1678  ___________________________________________________________________
 HZ1678  X           -     367,552.759 (meters)                     COMP
 HZ1678  Y           -  -4,977,128.557 (meters)                     COMP
 HZ1678  Z           -   3,958,541.723 (meters)                     COMP
 HZ1678  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 HZ1678  ELLIP HEIGHT-         151.33  (meters)          (04/10/98) GPS OBS
 HZ1678  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 HZ1678  DYNAMIC HT  -         184.876 (meters)     606.55  (feet)  COMP
 HZ1678  MODELED GRAV-     979,966.6   (mgal)                       NAVD 88
 HZ1678
 HZ1678  HORZ ORDER  -  B
 HZ1678  VERT ORDER  -  SECOND    CLASS 0
 HZ1678  ELLP ORDER  -  FOURTH    CLASS I
 HZ1678
 HZ1678.The horizontal coordinates were established by GPS observations
 HZ1678.and adjusted by the National Geodetic Survey in April 1998..
 HZ1678
 HZ1678.The orthometric height was determined by differential leveling
 HZ1678.and adjusted by the National Geodetic Survey in June 1991..
 HZ1678
 HZ1678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ1678
 HZ1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1678
 HZ1678.The ellipsoidal height was determined by GPS observations
 HZ1678.and is referenced to NAD 83.
 HZ1678
 HZ1678.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 HZ1678;SPC IN E     -   373,041.167    90,436.465   MT  0.99996779   -0 04 06.7
 HZ1678;SPC IN E     - 1,223,885.90    296,706.97   sFT  0.99996779   -0 04 06.7
 HZ1678;UTM  16      - 4,274,041.511   606,531.015   MT  0.99973976   +0 45 48.8
 HZ1678
 HZ1678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1678!SPC IN E     -   0.99997626  x   0.99996779  =   0.99994405
 HZ1678!UTM  16      -   0.99997626  x   0.99973976  =   0.99971602
 HZ1678
 HZ1678                          SUPERSEDED SURVEY CONTROL
 HZ1678
 HZ1678  NAVD 88 (04/10/98)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1678.See file dsdata.txt to determine how the superseded data were derived.
 HZ1678
 HZ1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0653174042(NAD 83)
 HZ1678_MARKER: DB = BENCH MARK DISK
 HZ1678_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1678_SP_SET: CULVERT HEADWALL
 HZ1678_STAMPING: E 60 1934
 HZ1678_MARK LOGO: CGS   
 HZ1678_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ1678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0093 ***********************************************************************
 KA0093  DESIGNATION -  E 61
 KA0093  PID         -  KA0093
 KA0093  STATE/COUNTY-  IN/HENDRICKS
 KA0093  USGS QUAD   -  BROWNSBURG (1980)
 KA0093
 KA0093                         *CURRENT SURVEY CONTROL
 KA0093  ___________________________________________________________________
 KA0093* NAD 83(1986)-  39 45 29.     (N)    086 23 59.     (W)     SCALED    
 KA0093* NAVD 88     -       251.144  (meters)     823.96   (feet)  ADJUSTED  
 KA0093  ___________________________________________________________________
 KA0093  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KA0093  DYNAMIC HT  -         251.008 (meters)     823.52  (feet)  COMP
 KA0093  MODELED GRAV-     980,077.9   (mgal)                       NAVD 88
 KA0093
 KA0093  VERT ORDER  -  FIRST     CLASS II
 KA0093
 KA0093.The horizontal coordinates were scaled from a topographic map and have
 KA0093.an estimated accuracy of +/- 6 seconds.
 KA0093
 KA0093.The orthometric height was determined by differential leveling
 KA0093.and adjusted by the National Geodetic Survey in June 1991..
 KA0093
 KA0093.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0093.See file dsdata.txt to determine how the superseded data were derived.
 KA0093
 KA0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK514010(NAD 83)
 KA0093_MARKER: DB = BENCH MARK DISK
 KA0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0093_STAMPING: E 61 1946
 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 = OCTOBER  6, 2006
 KA0489 ***********************************************************************
 KA0489  DESIGNATION -  E 63
 KA0489  PID         -  KA0489
 KA0489  STATE/COUNTY-  IN/PUTNAM
 KA0489  USGS QUAD   -  QUINCY (1958)
 KA0489
 KA0489                         *CURRENT SURVEY CONTROL
 KA0489  ___________________________________________________________________
 KA0489* NAD 83(1986)-  39 29 46.     (N)    086 42 30.     (W)     SCALED    
 KA0489* NAVD 88     -       234.524  (meters)     769.43   (feet)  ADJUSTED  
 KA0489  ___________________________________________________________________
 KA0489  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KA0489  DYNAMIC HT  -         234.390 (meters)     768.99  (feet)  COMP
 KA0489  MODELED GRAV-     980,052.5   (mgal)                       NAVD 88
 KA0489
 KA0489  VERT ORDER  -  SECOND    CLASS 0
 KA0489
 KA0489.The horizontal coordinates were scaled from a topographic map and have
 KA0489.an estimated accuracy of +/- 6 seconds.
 KA0489
 KA0489.The orthometric height was determined by differential leveling
 KA0489.and adjusted by the National Geodetic Survey in June 1991..
 KA0489
 KA0489.The geoid height was determined by GEOID03.
 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     -   471,640.      932,260.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0489.See file dsdata.txt to determine how the superseded data were derived.
 KA0489
 KA0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ250718(NAD 83)
 KA0489_MARKER: DB = BENCH MARK DISK
 KA0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0489_STAMPING: E 63 1946
 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 = OCTOBER  6, 2006
 KA0156 ***********************************************************************
 KA0156  DESIGNATION -  E 64
 KA0156  PID         -  KA0156
 KA0156  STATE/COUNTY-  IN/HENDRICKS
 KA0156  USGS QUAD   -  BRIDGEPORT (1986)
 KA0156
 KA0156                         *CURRENT SURVEY CONTROL
 KA0156  ___________________________________________________________________
 KA0156* NAD 83(1986)-  39 38 33.     (N)    086 20 03.     (W)     SCALED    
 KA0156* NAVD 88     -       220.673  (meters)     723.99   (feet)  ADJUSTED  
 KA0156  ___________________________________________________________________
 KA0156  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KA0156  DYNAMIC HT  -         220.555 (meters)     723.60  (feet)  COMP
 KA0156  MODELED GRAV-     980,086.5   (mgal)                       NAVD 88
 KA0156
 KA0156  VERT ORDER  -  SECOND    CLASS 0
 KA0156
 KA0156.The horizontal coordinates were scaled from a topographic map and have
 KA0156.an estimated accuracy of +/- 6 seconds.
 KA0156
 KA0156.The orthometric height was determined by differential leveling
 KA0156.and adjusted by the National Geodetic Survey in June 1991..
 KA0156
 KA0156.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0156.See file dsdata.txt to determine how the superseded data were derived.
 KA0156
 KA0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ571882(NAD 83)
 KA0156_MARKER: DB = BENCH MARK DISK
 KA0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0156_SP_SET: CULVERT
 KA0156_STAMPING: E 64 1946
 KA0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0156
 KA0156  HISTORY     - Date     Condition        Report By
 KA0156  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0157 ***********************************************************************
 KA0157  DESIGNATION -  E 64 RESET 1957
 KA0157  PID         -  KA0157
 KA0157  STATE/COUNTY-  IN/HENDRICKS
 KA0157  USGS QUAD   -  BRIDGEPORT (1986)
 KA0157
 KA0157                         *CURRENT SURVEY CONTROL
 KA0157  ___________________________________________________________________
 KA0157* NAD 83(1986)-  39 38 34.     (N)    086 20 03.     (W)     SCALED    
 KA0157* NAVD 88     -       219.75   (meters)     721.0    (feet)  RESET     
 KA0157  ___________________________________________________________________
 KA0157  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KA0157
 KA0157  VERT ORDER  -  THIRD
 KA0157
 KA0157.The horizontal coordinates were scaled from a topographic map and have
 KA0157.an estimated accuracy of +/- 6 seconds.
 KA0157
 KA0157.The orthometric height was computed from unverified reset data.
 KA0157
 KA0157.The geoid height was determined by GEOID03.
 KA0157
 KA0157;                    North         East    Units  Estimated Accuracy
 KA0157;SPC IN W     -   488,120.      964,310.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0157.See file dsdata.txt to determine how the superseded data were derived.
 KA0157
 KA0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ571883(NAD 83)
 KA0157_MARKER: DB = BENCH MARK DISK
 KA0157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0157_SP_SET: CULVERT
 KA0157_STAMPING: E 64 RESET 1957
 KA0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0157
 KA0157  HISTORY     - Date     Condition        Report By
 KA0157  HISTORY     - 1957     MONUMENTED       INHD
 KA0157  HISTORY     - 1960     GOOD             NGS
 KA0157  HISTORY     - 1966     MARK NOT FOUND   USGS
 KA0157
 KA0157                          STATION DESCRIPTION
 KA0157
 KA0157'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0162 ***********************************************************************
 KA0162  DESIGNATION -  E 65
 KA0162  PID         -  KA0162
 KA0162  STATE/COUNTY-  IN/MORGAN
 KA0162  USGS QUAD   -  MOORESVILLE WEST (1983)
 KA0162
 KA0162                         *CURRENT SURVEY CONTROL
 KA0162  ___________________________________________________________________
 KA0162* NAD 83(1986)-  39 35 35.     (N)    086 24 52.     (W)     SCALED    
 KA0162* NAVD 88     -       262.547  (meters)     861.37   (feet)  ADJUSTED  
 KA0162  ___________________________________________________________________
 KA0162  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KA0162  DYNAMIC HT  -         262.403 (meters)     860.90  (feet)  COMP
 KA0162  MODELED GRAV-     980,071.7   (mgal)                       NAVD 88
 KA0162
 KA0162  VERT ORDER  -  SECOND    CLASS 0
 KA0162
 KA0162.The horizontal coordinates were scaled from a topographic map and have
 KA0162.an estimated accuracy of +/- 6 seconds.
 KA0162
 KA0162.The orthometric height was determined by differential leveling
 KA0162.and adjusted by the National Geodetic Survey in June 1991..
 KA0162
 KA0162.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0162.See file dsdata.txt to determine how the superseded data were derived.
 KA0162
 KA0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ502827(NAD 83)
 KA0162_MARKER: DB = BENCH MARK DISK
 KA0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0162_STAMPING: E 65 1946
 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 = OCTOBER  6, 2006
 KA1082 ***********************************************************************
 KA1082  DESIGNATION -  E 66
 KA1082  PID         -  KA1082
 KA1082  STATE/COUNTY-  IN/VIGO
 KA1082  USGS QUAD   -  SEELYVILLE (1986)
 KA1082
 KA1082                         *CURRENT SURVEY CONTROL
 KA1082  ___________________________________________________________________
 KA1082* NAD 83(1997)-  39 27 35.06691(N)    087 18 11.82313(W)     ADJUSTED  
 KA1082* NAVD 88     -       175.041  (meters)     574.28   (feet)  ADJUSTED  
 KA1082  ___________________________________________________________________
 KA1082  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 KA1082  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KA1082  DYNAMIC HT  -         174.941 (meters)     573.95  (feet)  COMP
 KA1082  MODELED GRAV-     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
 KA1082.and adjusted by the National Geodetic Survey in June 1991..
 KA1082
 KA1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1082
 KA1082.The geoid height was determined by GEOID03.
 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;                    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     -   0.99997768  x   0.99997108  =   0.99994876
 KA1082!UTM  16      -   0.99997768  x   0.99960838  =   0.99958607
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1082.See file dsdata.txt to determine how the superseded data were derived.
 KA1082
 KA1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7390967840(NAD 83)
 KA1082_MARKER: DB = BENCH MARK DISK
 KA1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1082_STAMPING: E 66 1946
 KA1082_MARK LOGO: CGS   
 KA1082_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KA1082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1082
 KA1082  HISTORY     - Date     Condition        Report By
 KA1082  HISTORY     - 1946     MONUMENTED       CGS
 KA1082  HISTORY     - 1955     GOOD             NGS
 KA1082  HISTORY     - 1964     GOOD             CGS
 KA1082  HISTORY     - 1964     GOOD             NGS
 KA1082  HISTORY     - 1976     GOOD             NGS
 KA1082  HISTORY     - 1982     GOOD             USGS
 KA1082  HISTORY     - 19820615 GOOD             CGS
 KA1082  HISTORY     - 19870824 GOOD             LOCSUR
 KA1082  HISTORY     - 19961115 GOOD             CGS
 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 NATIONAL 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 NATIONAL 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 COAST AND 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 COAST AND 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0945 ***********************************************************************
 KA0945  DESIGNATION -  E 67
 KA0945  PID         -  KA0945
 KA0945  STATE/COUNTY-  IN/CLAY
 KA0945  USGS QUAD   -  BRAZIL EAST (1986)
 KA0945
 KA0945                         *CURRENT SURVEY CONTROL
 KA0945  ___________________________________________________________________
 KA0945* NAD 83(1986)-  39 33 18.     (N)    087 07 28.     (W)     SCALED    
 KA0945* NAVD 88     -       197.608  (meters)     648.32   (feet)  ADJUSTED  
 KA0945  ___________________________________________________________________
 KA0945  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KA0945  DYNAMIC HT  -         197.494 (meters)     647.94  (feet)  COMP
 KA0945  MODELED GRAV-     980,045.0   (mgal)                       NAVD 88
 KA0945
 KA0945  VERT ORDER  -  SECOND    CLASS 0
 KA0945
 KA0945.The horizontal coordinates were scaled from a topographic map and have
 KA0945.an estimated accuracy of +/- 6 seconds.
 KA0945
 KA0945.The orthometric height was determined by differential leveling
 KA0945.and adjusted by the National Geodetic Survey in June 1991..
 KA0945
 KA0945.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0945.See file dsdata.txt to determine how the superseded data were derived.
 KA0945
 KA0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ893783(NAD 83)
 KA0945_MARKER: DB = BENCH MARK DISK
 KA0945_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0945_SP_SET: CULVERT
 KA0945_STAMPING: E 67 1946
 KA0945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA1160 ***********************************************************************
 KA1160  DESIGNATION -  E 68
 KA1160  PID         -  KA1160
 KA1160  STATE/COUNTY-  IN/CLAY
 KA1160  USGS QUAD   -  STAUNTON (1986)
 KA1160
 KA1160                         *CURRENT SURVEY CONTROL
 KA1160  ___________________________________________________________________
 KA1160* NAD 83(1986)-  39 27 29.     (N)    087 12 03.     (W)     SCALED    
 KA1160* NAVD 88     -       202.040  (meters)     662.86   (feet)  ADJUSTED  
 KA1160  ___________________________________________________________________
 KA1160  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KA1160  DYNAMIC HT  -         201.924 (meters)     662.48  (feet)  COMP
 KA1160  MODELED GRAV-     980,049.9   (mgal)                       NAVD 88
 KA1160
 KA1160  VERT ORDER  -  SECOND    CLASS 0
 KA1160
 KA1160.The horizontal coordinates were scaled from a topographic map and have
 KA1160.an estimated accuracy of +/- 6 seconds.
 KA1160
 KA1160.The orthometric height was determined by differential leveling
 KA1160.and adjusted by the National Geodetic Survey in June 1991..
 KA1160
 KA1160.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1160.See file dsdata.txt to determine how the superseded data were derived.
 KA1160
 KA1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ827676(NAD 83)
 KA1160_MARKER: DB = BENCH MARK DISK
 KA1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1160_STAMPING: E 68 1946
 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 = OCTOBER  6, 2006
 KA1169 ***********************************************************************
 KA1169  DESIGNATION -  E 69
 KA1169  PID         -  KA1169
 KA1169  STATE/COUNTY-  IN/CLAY
 KA1169  USGS QUAD   -  CENTER POINT (1986)
 KA1169
 KA1169                         *CURRENT SURVEY CONTROL
 KA1169  ___________________________________________________________________
 KA1169* NAD 83(1986)-  39 28 27.     (N)    087 03 10.     (W)     SCALED    
 KA1169* NAVD 88     -       203.779  (meters)     668.56   (feet)  ADJUSTED  
 KA1169  ___________________________________________________________________
 KA1169  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KA1169  DYNAMIC HT  -         203.663 (meters)     668.18  (feet)  COMP
 KA1169  MODELED GRAV-     980,050.6   (mgal)                       NAVD 88
 KA1169
 KA1169  VERT ORDER  -  SECOND    CLASS 0
 KA1169
 KA1169.The horizontal coordinates were scaled from a topographic map and have
 KA1169.an estimated accuracy of +/- 6 seconds.
 KA1169
 KA1169.The orthometric height was determined by differential leveling
 KA1169.and adjusted by the National Geodetic Survey in June 1991..
 KA1169
 KA1169.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1169.See file dsdata.txt to determine how the superseded data were derived.
 KA1169
 KA1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ954693(NAD 83)
 KA1169_MARKER: DB = BENCH MARK DISK
 KA1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1169_STAMPING: E 69 1946
 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 = OCTOBER  6, 2006
 ME0516 ***********************************************************************
 ME0516  DESIGNATION -  E 7
 ME0516  PID         -  ME0516
 ME0516  STATE/COUNTY-  IN/STARKE
 ME0516  USGS QUAD   -  HAMLET (1977)
 ME0516
 ME0516                         *CURRENT SURVEY CONTROL
 ME0516  ___________________________________________________________________
 ME0516* NAD 83(1986)-  41 22 36.     (N)    086 32 36.     (W)     SCALED    
 ME0516* NAVD 88     -       214.284  (meters)     703.03   (feet)  ADJUSTED  
 ME0516  ___________________________________________________________________
 ME0516  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 ME0516  DYNAMIC HT  -         214.197 (meters)     702.74  (feet)  COMP
 ME0516  MODELED GRAV-     980,213.3   (mgal)                       NAVD 88
 ME0516
 ME0516  VERT ORDER  -  FIRST     CLASS I
 ME0516
 ME0516.The horizontal coordinates were scaled from a topographic map and have
 ME0516.an estimated accuracy of +/- 6 seconds.
 ME0516
 ME0516.The orthometric height was determined by differential leveling
 ME0516.and adjusted by the National Geodetic Survey in June 1991..
 ME0516.WARNING-Repeat measurements at this control monument indicate possible
 ME0516.vertical movement.
 ME0516
 ME0516.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0516.See file dsdata.txt to determine how the superseded data were derived.
 ME0516
 ME0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL381806(NAD 83)
 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     - UNK      MONUMENTED       CGS
 ME0516  HISTORY     - 1968     GOOD             NGS
 ME0516  HISTORY     - 1989     GOOD             USPSQD
 ME0516  HISTORY     - 19990623 GOOD             USPSQD
 ME0516
 ME0516                          STATION DESCRIPTION
 ME0516
 ME0516'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0940 ***********************************************************************
 KA0940  DESIGNATION -  E 70
 KA0940  PID         -  KA0940
 KA0940  STATE/COUNTY-  IN/CLAY
 KA0940  USGS QUAD   -  BRAZIL EAST (1986)
 KA0940
 KA0940                         *CURRENT SURVEY CONTROL
 KA0940  ___________________________________________________________________
 KA0940* NAD 83(1986)-  39 31 47.     (N)    087 05 55.     (W)     SCALED    
 KA0940* NAVD 88     -       208.998  (meters)     685.69   (feet)  ADJUSTED  
 KA0940  ___________________________________________________________________
 KA0940  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KA0940  DYNAMIC HT  -         208.877 (meters)     685.29  (feet)  COMP
 KA0940  MODELED GRAV-     980,045.2   (mgal)                       NAVD 88
 KA0940
 KA0940  VERT ORDER  -  FIRST     CLASS II
 KA0940
 KA0940.The horizontal coordinates were scaled from a topographic map and have
 KA0940.an estimated accuracy of +/- 6 seconds.
 KA0940
 KA0940.The orthometric height was determined by differential leveling
 KA0940.and adjusted by the National Geodetic Survey in June 1991..
 KA0940.WARNING-Repeat measurements at this control monument indicate possible
 KA0940.vertical movement.
 KA0940
 KA0940.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0940.See file dsdata.txt to determine how the superseded data were derived.
 KA0940
 KA0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ915755(NAD 83)
 KA0940_MARKER: DB = BENCH MARK DISK
 KA0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0940_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 KA0830 ***********************************************************************
 KA0830  DESIGNATION -  E 71
 KA0830  PID         -  KA0830
 KA0830  STATE/COUNTY-  IN/PARKE
 KA0830  USGS QUAD   -  MANSFIELD (1983)
 KA0830
 KA0830                         *CURRENT SURVEY CONTROL
 KA0830  ___________________________________________________________________
 KA0830* NAD 83(1986)-  39 39 23.     (N)    087 05 34.     (W)     SCALED    
 KA0830* NAVD 88     -       202.938  (meters)     665.81   (feet)  ADJUSTED  
 KA0830  ___________________________________________________________________
 KA0830  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KA0830  DYNAMIC HT  -         202.822 (meters)     665.43  (feet)  COMP
 KA0830  MODELED GRAV-     980,055.2   (mgal)                       NAVD 88
 KA0830
 KA0830  VERT ORDER  -  SECOND    CLASS 0
 KA0830
 KA0830.The horizontal coordinates were scaled from a topographic map and have
 KA0830.an estimated accuracy of +/- 6 seconds.
 KA0830
 KA0830.The orthometric height was determined by differential leveling
 KA0830.and adjusted by the National Geodetic Survey in June 1991..
 KA0830
 KA0830.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0830.See file dsdata.txt to determine how the superseded data were derived.
 KA0830
 KA0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ920896(NAD 83)
 KA0830_MARKER: DB = BENCH MARK DISK
 KA0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0830_STAMPING: E 71 1956
 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 = OCTOBER  6, 2006
 KA0560 ***********************************************************************
 KA0560  DESIGNATION -  E 72
 KA0560  PID         -  KA0560
 KA0560  STATE/COUNTY-  IN/PUTNAM
 KA0560  USGS QUAD   -  RUSSELLVILLE (1963)
 KA0560
 KA0560                         *CURRENT SURVEY CONTROL
 KA0560  ___________________________________________________________________
 KA0560* NAD 83(1986)-  39 45 45.     (N)    086 55 21.     (W)     SCALED    
 KA0560* NAVD 88     -       252.729  (meters)     829.16   (feet)  ADJUSTED  
 KA0560  ___________________________________________________________________
 KA0560  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KA0560  DYNAMIC HT  -         252.586 (meters)     828.69  (feet)  COMP
 KA0560  MODELED GRAV-     980,054.8   (mgal)                       NAVD 88
 KA0560
 KA0560  VERT ORDER  -  SECOND    CLASS 0
 KA0560
 KA0560.The horizontal coordinates were scaled from a topographic map and have
 KA0560.an estimated accuracy of +/- 6 seconds.
 KA0560
 KA0560.The orthometric height was determined by differential leveling
 KA0560.and adjusted by the National Geodetic Survey in June 1991..
 KA0560
 KA0560.The geoid height was determined by GEOID03.
 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     -   501,160.      913,780.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0560.See file dsdata.txt to determine how the superseded data were derived.
 KA0560
 KA0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK066014(NAD 83)
 KA0560_MARKER: DB = BENCH MARK DISK
 KA0560_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0560_SP_SET: BRIDGE
 KA0560_STAMPING: E 72 1946
 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 = OCTOBER  6, 2006
 KA0789 ***********************************************************************
 KA0789  DESIGNATION -  E 73
 KA0789  PID         -  KA0789
 KA0789  STATE/COUNTY-  IN/HENDRICKS
 KA0789  USGS QUAD   -  COATESVILLE (1983)
 KA0789
 KA0789                         *CURRENT SURVEY CONTROL
 KA0789  ___________________________________________________________________
 KA0789* NAD 83(1986)-  39 43 43.     (N)    086 39 03.     (W)     SCALED    
 KA0789* NAVD 88     -       282.610  (meters)     927.20   (feet)  POSTED    
 KA0789  ___________________________________________________________________
 KA0789  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KA0789  DYNAMIC HT  -         282.450 (meters)     926.67  (feet)  COMP
 KA0789  MODELED GRAV-     980,066.4   (mgal)                       NAVD 88
 KA0789
 KA0789  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KA0789
 KA0789.The horizontal coordinates were scaled from a topographic map and have
 KA0789.an estimated accuracy of +/- 6 seconds.
 KA0789
 KA0789.The orthometric height was determined by differential leveling
 KA0789.and adjusted by the National Geodetic Survey in 1992..
 KA0789.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KA0789.rate of 2.1 thru 3.0 mm/km.
 KA0789
 KA0789.The geoid height was determined by GEOID03.
 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     -   497,480.      937,080.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0789.See file dsdata.txt to determine how the superseded data were derived.
 KA0789
 KA0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ299976(NAD 83)
 KA0789_MARKER: DB = BENCH MARK DISK
 KA0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0789_STAMPING: E 73 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0777 ***********************************************************************
 KA0777  DESIGNATION -  E 74
 KA0777  PID         -  KA0777
 KA0777  STATE/COUNTY-  IN/PUTNAM
 KA0777  USGS QUAD   -  RUSSELLVILLE (1963)
 KA0777
 KA0777                         *CURRENT SURVEY CONTROL
 KA0777  ___________________________________________________________________
 KA0777* NAD 83(1986)-  39 46 57.     (N)    086 57 08.     (W)     SCALED    
 KA0777* NAVD 88     -       234.218  (meters)     768.43   (feet)  ADJUSTED  
 KA0777  ___________________________________________________________________
 KA0777  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KA0777  DYNAMIC HT  -         234.085 (meters)     767.99  (feet)  COMP
 KA0777  MODELED GRAV-     980,054.9   (mgal)                       NAVD 88
 KA0777
 KA0777  VERT ORDER  -  SECOND    CLASS 0
 KA0777
 KA0777.The horizontal coordinates were scaled from a topographic map and have
 KA0777.an estimated accuracy of +/- 6 seconds.
 KA0777
 KA0777.The orthometric height was determined by differential leveling
 KA0777.and adjusted by the National Geodetic Survey in June 1991..
 KA0777
 KA0777.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0777.See file dsdata.txt to determine how the superseded data were derived.
 KA0777
 KA0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK040036(NAD 83)
 KA0777_MARKER: DB = BENCH MARK DISK
 KA0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0777_STAMPING: E 74 1946
 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 = OCTOBER  6, 2006
 KA0728 ***********************************************************************
 KA0728  DESIGNATION -  E 75
 KA0728  PID         -  KA0728
 KA0728  STATE/COUNTY-  IN/MONTGOMERY
 KA0728  USGS QUAD   -  LADOGA (1984)
 KA0728
 KA0728                         *CURRENT SURVEY CONTROL
 KA0728  ___________________________________________________________________
 KA0728* NAD 83(1986)-  39 56 38.     (N)    086 48 24.     (W)     SCALED    
 KA0728* NAVD 88     -       258.002  (meters)     846.46   (feet)  ADJUSTED  
 KA0728  ___________________________________________________________________
 KA0728  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KA0728  DYNAMIC HT  -         257.861 (meters)     846.00  (feet)  COMP
 KA0728  MODELED GRAV-     980,075.2   (mgal)                       NAVD 88
 KA0728
 KA0728  VERT ORDER  -  SECOND    CLASS 0
 KA0728
 KA0728.The horizontal coordinates were scaled from a topographic map and have
 KA0728.an estimated accuracy of +/- 6 seconds.
 KA0728
 KA0728.The orthometric height was determined by differential leveling
 KA0728.and adjusted by the National Geodetic Survey in June 1991..
 KA0728
 KA0728.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0728.See file dsdata.txt to determine how the superseded data were derived.
 KA0728
 KA0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK165215(NAD 83)
 KA0728_MARKER: DB = BENCH MARK DISK
 KA0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0728_STAMPING: E 75 1946
 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 = OCTOBER  6, 2006
 KA0752 ***********************************************************************
 KA0752  DESIGNATION -  E 76
 KA0752  PID         -  KA0752
 KA0752  STATE/COUNTY-  IN/HENDRICKS
 KA0752  USGS QUAD   -  HALL (1970)
 KA0752
 KA0752                         *CURRENT SURVEY CONTROL
 KA0752  ___________________________________________________________________
 KA0752* NAD 83(1986)-  39 37 13.     (N)    086 36 31.     (W)     SCALED    
 KA0752* NAVD 88     -       255.081  (meters)     836.88   (feet)  ADJUSTED  
 KA0752  ___________________________________________________________________
 KA0752  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KA0752  DYNAMIC HT  -         254.939 (meters)     836.41  (feet)  COMP
 KA0752  MODELED GRAV-     980,061.6   (mgal)                       NAVD 88
 KA0752
 KA0752  VERT ORDER  -  SECOND    CLASS 0
 KA0752
 KA0752.The horizontal coordinates were scaled from a topographic map and have
 KA0752.an estimated accuracy of +/- 6 seconds.
 KA0752
 KA0752.The orthometric height was determined by differential leveling
 KA0752.and adjusted by the National Geodetic Survey in June 1991..
 KA0752
 KA0752.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0752.See file dsdata.txt to determine how the superseded data were derived.
 KA0752
 KA0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ335856(NAD 83)
 KA0752_MARKER: DB = BENCH MARK DISK
 KA0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0752_STAMPING: E 76 1946
 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 = OCTOBER  6, 2006
 KA0102 ***********************************************************************
 KA0102  DESIGNATION -  E 77
 KA0102  PID         -  KA0102
 KA0102  STATE/COUNTY-  IN/MARION
 KA0102  USGS QUAD   -  CLERMONT (1984)
 KA0102
 KA0102                         *CURRENT SURVEY CONTROL
 KA0102  ___________________________________________________________________
 KA0102* NAD 83(1986)-  39 45 42.     (N)    086 15 01.     (W)     SCALED    
 KA0102* NAVD 88     -       228.546  (meters)     749.82   (feet)  POSTED    
 KA0102  ___________________________________________________________________
 KA0102  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KA0102  DYNAMIC HT  -         228.420 (meters)     749.41  (feet)  COMP
 KA0102  MODELED GRAV-     980,081.3   (mgal)                       NAVD 88
 KA0102
 KA0102  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KA0102
 KA0102.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KA0102.rate of 2.1 thru 3.0 mm/km.
 KA0102
 KA0102.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0102.See file dsdata.txt to determine how the superseded data were derived.
 KA0102
 KA0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK642015(NAD 83)
 KA0102_MARKER: DB = BENCH MARK DISK
 KA0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0102_STAMPING: E 77 1946
 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 = OCTOBER  6, 2006
 KA0103 ***********************************************************************
 KA0103  DESIGNATION -  E 77 RESET
 KA0103  PID         -  KA0103
 KA0103  STATE/COUNTY-  IN/MARION
 KA0103  USGS QUAD   -  CLERMONT (1984)
 KA0103
 KA0103                         *CURRENT SURVEY CONTROL
 KA0103  ___________________________________________________________________
 KA0103* NAD 83(1986)-  39 45 41.     (N)    086 15 01.     (W)     SCALED    
 KA0103* NAVD 88     -       228.06   (+/-2cm)     748.2    (feet)  VERTCON   
 KA0103  ___________________________________________________________________
 KA0103  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KA0103
 KA0103  VERT ORDER  -  THIRD (See Below)
 KA0103
 KA0103.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 KA0103
 KA0103.The geoid height was determined by GEOID03.
 KA0103
 KA0103;                    North         East    Units  Estimated Accuracy
 KA0103;SPC IN E     -   501,190.       49,990.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0103.See file dsdata.txt to determine how the superseded data were derived.
 KA0103
 KA0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK642015(NAD 83)
 KA0103_MARKER: DB = BENCH MARK DISK
 KA0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0103_SP_SET: CULVERT
 KA0103_STAMPING: E 77 RESET 1960
 KA0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0593 ***********************************************************************
 LB0593  DESIGNATION -  E 78
 LB0593  PID         -  LB0593
 LB0593  STATE/COUNTY-  IN/BOONE
 LB0593  USGS QUAD   -  ROSSTON (1987)
 LB0593
 LB0593                         *CURRENT SURVEY CONTROL
 LB0593  ___________________________________________________________________
 LB0593* NAD 83(1986)-  40 07 05.     (N)    086 19 20.     (W)     SCALED    
 LB0593* NAVD 88     -       290.332  (meters)     952.53   (feet)  ADJUSTED  
 LB0593  ___________________________________________________________________
 LB0593  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 LB0593  DYNAMIC HT  -         290.171 (meters)     952.00  (feet)  COMP
 LB0593  MODELED GRAV-     980,064.7   (mgal)                       NAVD 88
 LB0593
 LB0593  VERT ORDER  -  SECOND    CLASS 0
 LB0593
 LB0593.The horizontal coordinates were scaled from a topographic map and have
 LB0593.an estimated accuracy of +/- 6 seconds.
 LB0593
 LB0593.The orthometric height was determined by differential leveling
 LB0593.and adjusted by the National Geodetic Survey in June 1991..
 LB0593
 LB0593.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0593.See file dsdata.txt to determine how the superseded data were derived.
 LB0593
 LB0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK577410(NAD 83)
 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_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 = OCTOBER  6, 2006
 KA0063 ***********************************************************************
 KA0063  DESIGNATION -  E 79
 KA0063  PID         -  KA0063
 KA0063  STATE/COUNTY-  IN/MARION
 KA0063  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA0063
 KA0063                         *CURRENT SURVEY CONTROL
 KA0063  ___________________________________________________________________
 KA0063* NAD 83(1986)-  39 47 17.     (N)    086 10 06.     (W)     SCALED    
 KA0063* NAVD 88     -       218.031  (meters)     715.32   (feet)  ADJUSTED  
 KA0063  ___________________________________________________________________
 KA0063  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KA0063  DYNAMIC HT  -         217.911 (meters)     714.93  (feet)  COMP
 KA0063  MODELED GRAV-     980,070.5   (mgal)                       NAVD 88
 KA0063
 KA0063  VERT ORDER  -  SECOND    CLASS 0
 KA0063
 KA0063.The horizontal coordinates were scaled from a topographic map and have
 KA0063.an estimated accuracy of +/- 6 seconds.
 KA0063
 KA0063.The orthometric height was determined by differential leveling
 KA0063.and adjusted by the National Geodetic Survey in June 1991..
 KA0063
 KA0063.The geoid height was determined by GEOID03.
 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     -   504,110.       57,030.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0063.See file dsdata.txt to determine how the superseded data were derived.
 KA0063
 KA0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK712045(NAD 83)
 KA0063_MARKER: DB = BENCH MARK DISK
 KA0063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0063_SP_SET: BRIDGE
 KA0063_STAMPING: E 79 1946
 KA0063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0063
 KA0063  HISTORY     - Date     Condition        Report By
 KA0063  HISTORY     - 1946     MONUMENTED       CGS
 KA0063  HISTORY     - 19960711 POOR             USPSQD
 KA0063  HISTORY     - 20050103 POOR             INDIV
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1254 ***********************************************************************
 MD1254  DESIGNATION -  E 8
 MD1254  PID         -  MD1254
 MD1254  STATE/COUNTY-  IN/KOSCIUSKO
 MD1254  USGS QUAD   -  BURKET (1994)
 MD1254
 MD1254                         *CURRENT SURVEY CONTROL
 MD1254  ___________________________________________________________________
 MD1254* NAD 83(1986)-  41 14 17.     (N)    085 53 21.     (W)     SCALED    
 MD1254* NAVD 88     -       249.785  (meters)     819.50   (feet)  ADJUSTED  
 MD1254  ___________________________________________________________________
 MD1254  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 MD1254  DYNAMIC HT  -         249.679 (meters)     819.16  (feet)  COMP
 MD1254  MODELED GRAV-     980,194.1   (mgal)                       NAVD 88
 MD1254
 MD1254  VERT ORDER  -  FIRST     CLASS II
 MD1254
 MD1254.The horizontal coordinates were scaled from a topographic map and have
 MD1254.an estimated accuracy of +/- 6 seconds.
 MD1254
 MD1254.The orthometric height was determined by differential leveling
 MD1254.and adjusted by the National Geodetic Survey in June 1991..
 MD1254
 MD1254.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1254.See file dsdata.txt to determine how the superseded data were derived.
 MD1254
 MD1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL930657(NAD 83)
 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     - UNK      MONUMENTED       CGS
 MD1254  HISTORY     - 1946     GOOD             NGS
 MD1254  HISTORY     - 1968     MARK NOT FOUND   NGS
 MD1254
 MD1254                          STATION DESCRIPTION
 MD1254
 MD1254'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1968
 MD1254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0216 ***********************************************************************
 KA0216  DESIGNATION -  E 80
 KA0216  PID         -  KA0216
 KA0216  STATE/COUNTY-  IN/BOONE
 KA0216  USGS QUAD   -  FAYETTE (1963)
 KA0216
 KA0216                         *CURRENT SURVEY CONTROL
 KA0216  ___________________________________________________________________
 KA0216* NAD 83(1986)-  39 59 17.     (N)    086 24 27.     (W)     SCALED    
 KA0216* NAVD 88     -       290.097  (meters)     951.76   (feet)  ADJUSTED  
 KA0216  ___________________________________________________________________
 KA0216  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 KA0216  DYNAMIC HT  -         289.937 (meters)     951.24  (feet)  COMP
 KA0216  MODELED GRAV-     980,068.2   (mgal)                       NAVD 88
 KA0216
 KA0216  VERT ORDER  -  SECOND    CLASS 0
 KA0216
 KA0216.The horizontal coordinates were scaled from a topographic map and have
 KA0216.an estimated accuracy of +/- 6 seconds.
 KA0216
 KA0216.The orthometric height was determined by differential leveling
 KA0216.and adjusted by the National Geodetic Survey in June 1991..
 KA0216
 KA0216.The geoid height was determined by GEOID03.
 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     -   526,410.      957,720.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0216.See file dsdata.txt to determine how the superseded data were derived.
 KA0216
 KA0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK505266(NAD 83)
 KA0216_MARKER: DB = BENCH MARK DISK
 KA0216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0216_SP_SET: CULVERT
 KA0216_STAMPING: E 80 1946
 KA0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0537 ***********************************************************************
 KA0537  DESIGNATION -  E 81
 KA0537  PID         -  KA0537
 KA0537  STATE/COUNTY-  IN/OWEN
 KA0537  USGS QUAD   -  QUINCY (1958)
 KA0537
 KA0537                         *CURRENT SURVEY CONTROL
 KA0537  ___________________________________________________________________
 KA0537* NAD 83(1986)-  39 26 08.     (N)    086 44 04.     (W)     SCALED    
 KA0537* NAVD 88     -       231.402  (meters)     759.19   (feet)  ADJUSTED  
 KA0537  ___________________________________________________________________
 KA0537  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KA0537  DYNAMIC HT  -         231.269 (meters)     758.75  (feet)  COMP
 KA0537  MODELED GRAV-     980,046.5   (mgal)                       NAVD 88
 KA0537
 KA0537  VERT ORDER  -  SECOND    CLASS 0
 KA0537
 KA0537.The horizontal coordinates were scaled from a topographic map and have
 KA0537.an estimated accuracy of +/- 6 seconds.
 KA0537
 KA0537.The orthometric height was determined by differential leveling
 KA0537.and adjusted by the National Geodetic Survey in June 1991..
 KA0537
 KA0537.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0537.See file dsdata.txt to determine how the superseded data were derived.
 KA0537
 KA0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ228651(NAD 83)
 KA0537_MARKER: DB = BENCH MARK DISK
 KA0537_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0537_SP_SET: CULVERT
 KA0537_STAMPING: E 81 1946
 KA0537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA1216 ***********************************************************************
 KA1216  DESIGNATION -  E 82
 KA1216  PID         -  KA1216
 KA1216  STATE/COUNTY-  IN/CLAY
 KA1216  USGS QUAD   -  SALINE CITY (1983)
 KA1216
 KA1216                         *CURRENT SURVEY CONTROL
 KA1216  ___________________________________________________________________
 KA1216* NAD 83(1986)-  39 22 19.     (N)    087 08 45.     (W)     SCALED    
 KA1216* NAVD 88     -       172.210  (meters)     564.99   (feet)  ADJUSTED  
 KA1216  ___________________________________________________________________
 KA1216  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KA1216  DYNAMIC HT  -         172.111 (meters)     564.67  (feet)  COMP
 KA1216  MODELED GRAV-     980,048.2   (mgal)                       NAVD 88
 KA1216
 KA1216  VERT ORDER  -  FIRST     CLASS II
 KA1216
 KA1216.The horizontal coordinates were scaled from a topographic map and have
 KA1216.an estimated accuracy of +/- 6 seconds.
 KA1216
 KA1216.The orthometric height was determined by differential leveling
 KA1216.and adjusted by the National Geodetic Survey in June 1991..
 KA1216
 KA1216.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1216.See file dsdata.txt to determine how the superseded data were derived.
 KA1216
 KA1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ874580(NAD 83)
 KA1216_MARKER: DB = BENCH MARK DISK
 KA1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1216_STAMPING: E 82 1946
 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 = OCTOBER  6, 2006
 KA0470 ***********************************************************************
 KA0470  DESIGNATION -  E 83
 KA0470  PID         -  KA0470
 KA0470  STATE/COUNTY-  IN/GREENE
 KA0470  USGS QUAD   -  ARNEY (1980)
 KA0470
 KA0470                         *CURRENT SURVEY CONTROL
 KA0470  ___________________________________________________________________
 KA0470* NAD 83(1986)-  39 07 56.     (N)    086 58 42.     (W)     SCALED    
 KA0470* NAVD 88     -       156.596  (meters)     513.77   (feet)  POSTED    
 KA0470  ___________________________________________________________________
 KA0470  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KA0470  DYNAMIC HT  -         156.500 (meters)     513.45  (feet)  COMP
 KA0470  MODELED GRAV-     980,029.0   (mgal)                       NAVD 88
 KA0470
 KA0470  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KA0470
 KA0470.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KA0470.rate of 1.1 thru 2.0 mm/km.
 KA0470
 KA0470.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0470.See file dsdata.txt to determine how the superseded data were derived.
 KA0470
 KA0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ018314(NAD 83)
 KA0470_MARKER: DB = BENCH MARK DISK
 KA0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0470_STAMPING: E 83 1946
 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 = OCTOBER  6, 2006
 KA0530 ***********************************************************************
 KA0530  DESIGNATION -  E 84
 KA0530  PID         -  KA0530
 KA0530  STATE/COUNTY-  IN/OWEN
 KA0530  USGS QUAD   -  CATARACT (1986)
 KA0530
 KA0530                         *CURRENT SURVEY CONTROL
 KA0530  ___________________________________________________________________
 KA0530* NAD 83(1986)-  39 25 35.     (N)    086 49 08.     (W)     SCALED    
 KA0530* NAVD 88     -       220.674  (meters)     723.99   (feet)  ADJUSTED  
 KA0530  ___________________________________________________________________
 KA0530  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KA0530  DYNAMIC HT  -         220.546 (meters)     723.57  (feet)  COMP
 KA0530  MODELED GRAV-     980,040.7   (mgal)                       NAVD 88
 KA0530
 KA0530  VERT ORDER  -  SECOND    CLASS 0
 KA0530
 KA0530.The horizontal coordinates were scaled from a topographic map and have
 KA0530.an estimated accuracy of +/- 6 seconds.
 KA0530
 KA0530.The orthometric height was determined by differential leveling
 KA0530.and adjusted by the National Geodetic Survey in June 1991..
 KA0530
 KA0530.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA0530
 KA0530  NGVD 29 (??/??/92)  220.793  (m)          724.38   (f) ADJ UNCH    2 0
 KA0530
 KA0530.Superseded values are not recommended for survey control.
 KA0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0530.See file dsdata.txt to determine how the superseded data were derived.
 KA0530
 KA0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ155641(NAD 83)
 KA0530_MARKER: DB = BENCH MARK DISK
 KA0530_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0530_SP_SET: BRIDGE
 KA0530_STAMPING: E 84 1946
 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 = OCTOBER  6, 2006
 KA0343 ***********************************************************************
 KA0343  DESIGNATION -  E 85
 KA0343  PID         -  KA0343
 KA0343  STATE/COUNTY-  IN/GREENE
 KA0343  USGS QUAD   -  BLOOMFIELD (1980)
 KA0343
 KA0343                         *CURRENT SURVEY CONTROL
 KA0343  ___________________________________________________________________
 KA0343* NAD 83(1986)-  39 01 51.     (N)    086 58 07.     (W)     SCALED    
 KA0343* NAVD 88     -       154.575  (meters)     507.13   (feet)  ADJUSTED  
 KA0343  ___________________________________________________________________
 KA0343  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KA0343  DYNAMIC HT  -         154.480 (meters)     506.82  (feet)  COMP
 KA0343  MODELED GRAV-     980,014.8   (mgal)                       NAVD 88
 KA0343
 KA0343  VERT ORDER  -  FIRST     CLASS II
 KA0343
 KA0343.The horizontal coordinates were scaled from a topographic map and have
 KA0343.an estimated accuracy of +/- 6 seconds.
 KA0343
 KA0343.The orthometric height was determined by differential leveling
 KA0343.and adjusted by the National Geodetic Survey in June 1991..
 KA0343
 KA0343.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0343.See file dsdata.txt to determine how the superseded data were derived.
 KA0343
 KA0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ027201(NAD 83)
 KA0343_MARKER: DB = BENCH MARK DISK
 KA0343_SETTING: 66 = SET IN ROCK OUTCROP
 KA0343_SP_SET: ROCK OUTCROP
 KA0343_STAMPING: E 85 1946
 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 = OCTOBER  6, 2006
 KA0688 ***********************************************************************
 KA0688  DESIGNATION -  E 86
 KA0688  PID         -  KA0688
 KA0688  STATE/COUNTY-  IN/HENDRICKS
 KA0688  USGS QUAD   -  LIZTON (1970)
 KA0688
 KA0688                         *CURRENT SURVEY CONTROL
 KA0688  ___________________________________________________________________
 KA0688* NAD 83(1986)-  39 53 01.     (N)    086 31 45.     (W)     SCALED    
 KA0688* NAVD 88     -       293.282  (meters)     962.21   (feet)  ADJUSTED  
 KA0688  ___________________________________________________________________
 KA0688  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KA0688  DYNAMIC HT  -         293.121 (meters)     961.68  (feet)  COMP
 KA0688  MODELED GRAV-     980,069.5   (mgal)                       NAVD 88
 KA0688
 KA0688  VERT ORDER  -  SECOND    CLASS 0
 KA0688
 KA0688.The horizontal coordinates were scaled from a topographic map and have
 KA0688.an estimated accuracy of +/- 6 seconds.
 KA0688
 KA0688.The orthometric height was determined by differential leveling
 KA0688.and adjusted by the National Geodetic Survey in June 1991..
 KA0688
 KA0688.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0688.See file dsdata.txt to determine how the superseded data were derived.
 KA0688
 KA0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK402149(NAD 83)
 KA0688_MARKER: DB = BENCH MARK DISK
 KA0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0688_STAMPING: E 86 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0844 ***********************************************************************
 LB0844  DESIGNATION -  E 87
 LB0844  PID         -  LB0844
 LB0844  STATE/COUNTY-  IN/TIPPECANOE
 LB0844  USGS QUAD   -  COLFAX (1980)
 LB0844
 LB0844                         *CURRENT SURVEY CONTROL
 LB0844  ___________________________________________________________________
 LB0844* NAD 83(1986)-  40 14 56.     (N)    086 43 10.     (W)     SCALED    
 LB0844* NAVD 88     -       251.715  (meters)     825.84   (feet)  ADJUSTED  
 LB0844  ___________________________________________________________________
 LB0844  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 LB0844  DYNAMIC HT  -         251.584 (meters)     825.41  (feet)  COMP
 LB0844  MODELED GRAV-     980,098.5   (mgal)                       NAVD 88
 LB0844
 LB0844  VERT ORDER  -  SECOND    CLASS 0
 LB0844
 LB0844.The horizontal coordinates were scaled from a topographic map and have
 LB0844.an estimated accuracy of +/- 6 seconds.
 LB0844
 LB0844.The orthometric height was determined by differential leveling
 LB0844.and adjusted by the National Geodetic Survey in June 1991..
 LB0844
 LB0844.The geoid height was determined by GEOID03.
 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     -   555,220.      930,960.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0844.See file dsdata.txt to determine how the superseded data were derived.
 LB0844
 LB0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK238554(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0792 ***********************************************************************
 LB0792  DESIGNATION -  E 88
 LB0792  PID         -  LB0792
 LB0792  STATE/COUNTY-  IN/TIPPECANOE
 LB0792  USGS QUAD   -  STOCKWELL (1980)
 LB0792
 LB0792                         *CURRENT SURVEY CONTROL
 LB0792  ___________________________________________________________________
 LB0792* NAD 83(1986)-  40 15 30.     (N)    086 46 00.     (W)     SCALED    
 LB0792* NAVD 88     -       244.270  (meters)     801.41   (feet)  ADJUSTED  
 LB0792  ___________________________________________________________________
 LB0792  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 LB0792  DYNAMIC HT  -         244.144 (meters)     801.00  (feet)  COMP
 LB0792  MODELED GRAV-     980,102.3   (mgal)                       NAVD 88
 LB0792
 LB0792  VERT ORDER  -  SECOND    CLASS 0
 LB0792
 LB0792.The horizontal coordinates were scaled from a topographic map and have
 LB0792.an estimated accuracy of +/- 6 seconds.
 LB0792
 LB0792.The orthometric height was determined by differential leveling
 LB0792.and adjusted by the National Geodetic Survey in June 1991..
 LB0792
 LB0792.The geoid height was determined by GEOID03.
 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     -   556,250.      926,940.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0792.See file dsdata.txt to determine how the superseded data were derived.
 LB0792
 LB0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK198564(NAD 83)
 LB0792_MARKER: DB = BENCH MARK DISK
 LB0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0792_STAMPING: E 88 1946
 LB0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0792+STABILITY: SURFACE MOTION
 LB0792_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB0792+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 LB0792
 LB0792  HISTORY     - Date     Condition        Report By
 LB0792  HISTORY     - 1946     MONUMENTED       CGS
 LB0792  HISTORY     - 1966     GOOD             NGS
 LB0792  HISTORY     - 20020520 GOOD             INDIV
 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 NATIONAL 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0834 ***********************************************************************
 LB0834  DESIGNATION -  E 89
 LB0834  PID         -  LB0834
 LB0834  STATE/COUNTY-  IN/MONTGOMERY
 LB0834  USGS QUAD   -  LINDEN (1986)
 LB0834
 LB0834                         *CURRENT SURVEY CONTROL
 LB0834  ___________________________________________________________________
 LB0834* NAD 83(1986)-  40 09 44.     (N)    086 54 17.     (W)     SCALED    
 LB0834* NAVD 88     -       258.444  (meters)     847.91   (feet)  ADJUSTED  
 LB0834  ___________________________________________________________________
 LB0834  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 LB0834  DYNAMIC HT  -         258.309 (meters)     847.47  (feet)  COMP
 LB0834  MODELED GRAV-     980,094.3   (mgal)                       NAVD 88
 LB0834
 LB0834  VERT ORDER  -  SECOND    CLASS 0
 LB0834
 LB0834.The horizontal coordinates were scaled from a topographic map and have
 LB0834.an estimated accuracy of +/- 6 seconds.
 LB0834
 LB0834.The orthometric height was determined by differential leveling
 LB0834.and adjusted by the National Geodetic Survey in June 1991..
 LB0834
 LB0834.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0834.See file dsdata.txt to determine how the superseded data were derived.
 LB0834
 LB0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK081457(NAD 83)
 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_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 = OCTOBER  6, 2006
 MD1363 ***********************************************************************
 MD1363  DESIGNATION -  E 9
 MD1363  PID         -  MD1363
 MD1363  STATE/COUNTY-  IN/ELKHART
 MD1363  USGS QUAD   -  MIDDLEBURY (1994)
 MD1363
 MD1363                         *CURRENT SURVEY CONTROL
 MD1363  ___________________________________________________________________
 MD1363* NAD 83(1986)-  41 44 59.     (N)    085 43 39.     (W)     SCALED    
 MD1363* NAVD 88     -       242.714  (meters)     796.30   (feet)  ADJUSTED  
 MD1363  ___________________________________________________________________
 MD1363  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 MD1363  DYNAMIC HT  -         242.626 (meters)     796.02  (feet)  COMP
 MD1363  MODELED GRAV-     980,255.2   (mgal)                       NAVD 88
 MD1363
 MD1363  VERT ORDER  -  FIRST     CLASS II
 MD1363
 MD1363.The horizontal coordinates were scaled from a topographic map and have
 MD1363.an estimated accuracy of +/- 6 seconds.
 MD1363
 MD1363.The orthometric height was determined by differential leveling
 MD1363.and adjusted by the National Geodetic Survey in June 1991..
 MD1363
 MD1363.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1363.See file dsdata.txt to determine how the superseded data were derived.
 MD1363
 MD1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM057227(NAD 83)
 MD1363_MARKER: DB = BENCH MARK DISK
 MD1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1363_STAMPING: ELEV 796.747 FT E 9
 MD1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1363+STABILITY: SURFACE MOTION
 MD1363
 MD1363  HISTORY     - Date     Condition        Report By
 MD1363  HISTORY     - UNK      MONUMENTED       CGS
 MD1363  HISTORY     - 1934     GOOD             NGS
 MD1363  HISTORY     - 19930106 MARK NOT FOUND   NGS
 MD1363
 MD1363                          STATION DESCRIPTION
 MD1363
 MD1363'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0073 ***********************************************************************
 LB0073  DESIGNATION -  E 91
 LB0073  PID         -  LB0073
 LB0073  STATE/COUNTY-  IN/CASS
 LB0073  USGS QUAD   -  ONWARD (1994)
 LB0073
 LB0073                         *CURRENT SURVEY CONTROL
 LB0073  ___________________________________________________________________
 LB0073* NAD 83(1986)-  40 39 41.     (N)    086 14 31.     (W)     SCALED    
 LB0073* NAVD 88     -       236.026  (meters)     774.36   (feet)  ADJUSTED  
 LB0073  ___________________________________________________________________
 LB0073  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 LB0073  DYNAMIC HT  -         235.910 (meters)     773.98  (feet)  COMP
 LB0073  MODELED GRAV-     980,128.5   (mgal)                       NAVD 88
 LB0073
 LB0073  VERT ORDER  -  SECOND    CLASS 0
 LB0073
 LB0073.The horizontal coordinates were scaled from a topographic map and have
 LB0073.an estimated accuracy of +/- 6 seconds.
 LB0073
 LB0073.The orthometric height was determined by differential leveling
 LB0073.and adjusted by the National Geodetic Survey in June 1991..
 LB0073
 LB0073.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0073.See file dsdata.txt to determine how the superseded data were derived.
 LB0073
 LB0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL640014(NAD 83)
 LB0073_MARKER: DB = BENCH MARK DISK
 LB0073_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0073_SP_SET: BUILDING
 LB0073_STAMPING: E 91 1938
 LB0073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0073
 LB0073  HISTORY     - Date     Condition        Report By
 LB0073  HISTORY     - 1938     MONUMENTED       CGS
 LB0073  HISTORY     - 1944     GOOD             NGS
 LB0073
 LB0073                          STATION DESCRIPTION
 LB0073
 LB0073'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1697 ***********************************************************************
 LB1697  DESIGNATION -  E 94
 LB1697  PID         -  LB1697
 LB1697  STATE/COUNTY-  IN/TIPPECANOE
 LB1697  USGS QUAD   -  WESTPOINT (1962)
 LB1697
 LB1697                         *CURRENT SURVEY CONTROL
 LB1697  ___________________________________________________________________
 LB1697* NAD 83(1986)-  40 19 36.     (N)    087 03 32.     (W)     SCALED    
 LB1697* NAVD 88     -       213.317  (meters)     699.86   (feet)  ADJUSTED  
 LB1697  ___________________________________________________________________
 LB1697  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 LB1697  DYNAMIC HT  -         213.213 (meters)     699.52  (feet)  COMP
 LB1697  MODELED GRAV-     980,131.0   (mgal)                       NAVD 88
 LB1697
 LB1697  VERT ORDER  -  SECOND    CLASS 0
 LB1697
 LB1697.The horizontal coordinates were scaled from a topographic map and have
 LB1697.an estimated accuracy of +/- 6 seconds.
 LB1697
 LB1697.The orthometric height was determined by differential leveling
 LB1697.and adjusted by the National Geodetic Survey in June 1991..
 LB1697
 LB1697.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1697.See file dsdata.txt to determine how the superseded data were derived.
 LB1697
 LB1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK949640(NAD 83)
 LB1697_MARKER: DB = BENCH MARK DISK
 LB1697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1697_SP_SET: CULVERT
 LB1697_STAMPING: E 94 1946
 LB1697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1914 ***********************************************************************
 JZ1914  DESIGNATION -  E 94
 JZ1914  PID         -  JZ1914
 JZ1914  STATE/COUNTY-  IN/DEARBORN
 JZ1914  USGS QUAD   -  DILLSBORO (1992)
 JZ1914
 JZ1914                         *CURRENT SURVEY CONTROL
 JZ1914  ___________________________________________________________________
 JZ1914* NAD 83(1986)-  39 04 49.     (N)    085 04 42.     (W)     SCALED    
 JZ1914* NAVD 88     -       247.940  (meters)     813.45   (feet)  POSTED    
 JZ1914  ___________________________________________________________________
 JZ1914  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ1914  DYNAMIC HT  -         247.780 (meters)     812.92  (feet)  COMP
 JZ1914  MODELED GRAV-     979,974.5   (mgal)                       NAVD 88
 JZ1914
 JZ1914  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JZ1914
 JZ1914.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JZ1914.rate of 0.0 thru 1.0 mm/km.
 JZ1914
 JZ1914.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1914.See file dsdata.txt to determine how the superseded data were derived.
 JZ1914
 JZ1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ662274(NAD 83)
 JZ1914_MARKER: DB = BENCH MARK DISK
 JZ1914_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1914_SP_SET: CULVERT
 JZ1914_STAMPING: E 94 1938
 JZ1914_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1914
 JZ1914  HISTORY     - Date     Condition        Report By
 JZ1914  HISTORY     - 1938     MONUMENTED       CGS
 JZ1914  HISTORY     - 1957     MARK NOT FOUND   NGS
 JZ1914
 JZ1914                          STATION DESCRIPTION
 JZ1914
 JZ1914'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1718 ***********************************************************************
 LB1718  DESIGNATION -  E 95
 LB1718  PID         -  LB1718
 LB1718  STATE/COUNTY-  IN/WARREN
 LB1718  USGS QUAD   -  OTTERBEIN (1986)
 LB1718
 LB1718                         *CURRENT SURVEY CONTROL
 LB1718  ___________________________________________________________________
 LB1718* NAD 83(1986)-  40 23 18.     (N)    087 06 27.     (W)     SCALED    
 LB1718* NAVD 88     -       205.888  (meters)     675.48   (feet)  ADJUSTED  
 LB1718  ___________________________________________________________________
 LB1718  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 LB1718  DYNAMIC HT  -         205.787 (meters)     675.15  (feet)  COMP
 LB1718  MODELED GRAV-     980,131.3   (mgal)                       NAVD 88
 LB1718
 LB1718  VERT ORDER  -  SECOND    CLASS 0
 LB1718
 LB1718.The horizontal coordinates were scaled from a topographic map and have
 LB1718.an estimated accuracy of +/- 6 seconds.
 LB1718
 LB1718.The orthometric height was determined by differential leveling
 LB1718.and adjusted by the National Geodetic Survey in June 1991..
 LB1718
 LB1718.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1718.See file dsdata.txt to determine how the superseded data were derived.
 LB1718
 LB1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK908708(NAD 83)
 LB1718_MARKER: DB = BENCH MARK DISK
 LB1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1718_STAMPING: E 95 1946
 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 = OCTOBER  6, 2006
 LB1684 ***********************************************************************
 LB1684  DESIGNATION -  E 96
 LB1684  PID         -  LB1684
 LB1684  STATE/COUNTY-  IN/MONTGOMERY
 LB1684  USGS QUAD   -  WINGATE (1962)
 LB1684
 LB1684                         *CURRENT SURVEY CONTROL
 LB1684  ___________________________________________________________________
 LB1684* NAD 83(1986)-  40 07 54.     (N)    087 04 07.     (W)     SCALED    
 LB1684* NAVD 88     -       244.620  (meters)     802.56   (feet)  ADJUSTED  
 LB1684  ___________________________________________________________________
 LB1684  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 LB1684  DYNAMIC HT  -         244.491 (meters)     802.13  (feet)  COMP
 LB1684  MODELED GRAV-     980,092.9   (mgal)                       NAVD 88
 LB1684
 LB1684  VERT ORDER  -  SECOND    CLASS 0
 LB1684
 LB1684.The horizontal coordinates were scaled from a topographic map and have
 LB1684.an estimated accuracy of +/- 6 seconds.
 LB1684
 LB1684.The orthometric height was determined by differential leveling
 LB1684.and adjusted by the National Geodetic Survey in June 1991..
 LB1684
 LB1684.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1684.See file dsdata.txt to determine how the superseded data were derived.
 LB1684
 LB1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK941423(NAD 83)
 LB1684_MARKER: DB = BENCH MARK DISK
 LB1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1684_STAMPING: E 96 1946
 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 = OCTOBER  6, 2006
 LB1725 ***********************************************************************
 LB1725  DESIGNATION -  E 97 RESET 1966
 LB1725  PID         -  LB1725
 LB1725  STATE/COUNTY-  IN/WARREN
 LB1725  USGS QUAD   -  CHATTERTON (1961)
 LB1725
 LB1725                         *CURRENT SURVEY CONTROL
 LB1725  ___________________________________________________________________
 LB1725* NAD 83(1986)-  40 24 37.     (N)    087 09 10.     (W)     SCALED    
 LB1725* NAVD 88     -       213.49   (meters)     700.4    (feet)  RESET     
 LB1725  ___________________________________________________________________
 LB1725  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 LB1725
 LB1725  VERT ORDER  -  THIRD
 LB1725
 LB1725.The horizontal coordinates were scaled from a topographic map and have
 LB1725.an estimated accuracy of +/- 6 seconds.
 LB1725
 LB1725.The orthometric height was computed from unverified reset data.
 LB1725
 LB1725.The geoid height was determined by GEOID03.
 LB1725
 LB1725;                    North         East    Units  Estimated Accuracy
 LB1725;SPC IN W     -   573,080.      894,110.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1725.See file dsdata.txt to determine how the superseded data were derived.
 LB1725
 LB1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK870733(NAD 83)
 LB1725_MARKER: DB = BENCH MARK DISK
 LB1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1725_STAMPING: E 97 RESET 1966
 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 = OCTOBER  6, 2006
 LB1512 ***********************************************************************
 LB1512  DESIGNATION -  E 98
 LB1512  PID         -  LB1512
 LB1512  STATE/COUNTY-  IN/WARREN
 LB1512  USGS QUAD   -  PINE VILLAGE (1980)
 LB1512
 LB1512                         *CURRENT SURVEY CONTROL
 LB1512  ___________________________________________________________________
 LB1512* NAD 83(1986)-  40 27 57.     (N)    087 15 15.     (W)     SCALED    
 LB1512* NAVD 88     -       211.834  (meters)     694.99   (feet)  ADJUSTED  
 LB1512  ___________________________________________________________________
 LB1512  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 LB1512  DYNAMIC HT  -         211.729 (meters)     694.65  (feet)  COMP
 LB1512  MODELED GRAV-     980,123.2   (mgal)                       NAVD 88
 LB1512
 LB1512  VERT ORDER  -  SECOND    CLASS 0
 LB1512
 LB1512.The horizontal coordinates were scaled from a topographic map and have
 LB1512.an estimated accuracy of +/- 6 seconds.
 LB1512
 LB1512.The orthometric height was determined by differential leveling
 LB1512.and adjusted by the National Geodetic Survey in June 1991..
 LB1512
 LB1512.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1512.See file dsdata.txt to determine how the superseded data were derived.
 LB1512
 LB1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK784794(NAD 83)
 LB1512_MARKER: DB = BENCH MARK DISK
 LB1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1512_STAMPING: E 98 1946
 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 = OCTOBER  6, 2006
 LB1557 ***********************************************************************
 LB1557  DESIGNATION -  E 99
 LB1557  PID         -  LB1557
 LB1557  STATE/COUNTY-  IN/WARREN
 LB1557  USGS QUAD   -  PINE VILLAGE (1980)
 LB1557
 LB1557                         *CURRENT SURVEY CONTROL
 LB1557  ___________________________________________________________________
 LB1557* NAD 83(1986)-  40 23 47.     (N)    087 21 14.     (W)     SCALED    
 LB1557* NAVD 88     -       205.690  (meters)     674.83   (feet)  ADJUSTED  
 LB1557  ___________________________________________________________________
 LB1557  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LB1557  DYNAMIC HT  -         205.586 (meters)     674.49  (feet)  COMP
 LB1557  MODELED GRAV-     980,120.1   (mgal)                       NAVD 88
 LB1557
 LB1557  VERT ORDER  -  SECOND    CLASS 0
 LB1557
 LB1557.The horizontal coordinates were scaled from a topographic map and have
 LB1557.an estimated accuracy of +/- 6 seconds.
 LB1557
 LB1557.The orthometric height was determined by differential leveling
 LB1557.and adjusted by the National Geodetic Survey in June 1991..
 LB1557
 LB1557.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1557.See file dsdata.txt to determine how the superseded data were derived.
 LB1557
 LB1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK699718(NAD 83)
 LB1557_MARKER: DB = BENCH MARK DISK
 LB1557_SETTING: 0 = UNSPECIFIED SETTING
 LB1557_STAMPING: E 99 1946
 LB1557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME2512 ***********************************************************************
 ME2512  DESIGNATION -  E CHICAGO N IND P S CO GAS TK
 ME2512  PID         -  ME2512
 ME2512  STATE/COUNTY-  IN/LAKE
 ME2512  USGS QUAD   -  WHITING (1991)
 ME2512
 ME2512                         *CURRENT SURVEY CONTROL
 ME2512  ___________________________________________________________________
 ME2512* NAD 83(1997)-  41 38 51.69556(N)    087 28 46.32307(W)     ADJUSTED  
 ME2512* NAVD 88     -                                                        
 ME2512  ___________________________________________________________________
 ME2512  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 ME2512  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 ME2512
 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
 ME2512.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2512
 ME2512.The geoid height was determined by GEOID03.
 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;SPC IL E     -   553,325.105   371,125.286   MT  1.00003723   +0 34 02.7
 ME2512;SPC IL E     - 1,815,367.45  1,217,600.21   sFT  1.00003723   +0 34 02.7
 ME2512;UTM  16      - 4,610,772.261   460,067.759   MT  0.99961962   -0 19 07.2
 ME2512
 ME2512                          SUPERSEDED SURVEY CONTROL
 ME2512
 ME2512  NAD 83(1994)-  41 38 51.70113(N)    087 28 46.33045(W) AD(       ) 4
 ME2512  NAD 83(1986)-  41 38 51.70114(N)    087 28 46.33038(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2512.See file dsdata.txt to determine how the superseded data were derived.
 ME2512
 ME2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM6006810772(NAD 83)
 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 = OCTOBER  6, 2006
 KA0429 ***********************************************************************
 KA0429  DESIGNATION -  E E 81
 KA0429  PID         -  KA0429
 KA0429  STATE/COUNTY-  IN/OWEN
 KA0429  USGS QUAD   -  GOSPORT (1983)
 KA0429
 KA0429                         *CURRENT SURVEY CONTROL
 KA0429  ___________________________________________________________________
 KA0429* NAD 83(1986)-  39 21 48.     (N)    086 39 37.     (W)     SCALED    
 KA0429* NAVD 88     -       175.276  (meters)     575.05   (feet)  ADJUSTED  
 KA0429  ___________________________________________________________________
 KA0429  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KA0429  DYNAMIC HT  -         175.174 (meters)     574.72  (feet)  COMP
 KA0429  MODELED GRAV-     980,042.8   (mgal)                       NAVD 88
 KA0429
 KA0429  VERT ORDER  -  SECOND    CLASS 0
 KA0429
 KA0429.The horizontal coordinates were scaled from a topographic map and have
 KA0429.an estimated accuracy of +/- 6 seconds.
 KA0429
 KA0429.The orthometric height was determined by differential leveling
 KA0429.and adjusted by the National Geodetic Survey in June 1991..
 KA0429
 KA0429.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0429.See file dsdata.txt to determine how the superseded data were derived.
 KA0429
 KA0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ292571(NAD 83)
 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_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 = OCTOBER  6, 2006
 ME2357 ***********************************************************************
 ME2357  DESIGNATION -  EAGLE
 ME2357  PID         -  ME2357
 ME2357  STATE/COUNTY-  IN/STARKE
 ME2357  USGS QUAD   -  KNOX EAST (1969)
 ME2357
 ME2357                         *CURRENT SURVEY CONTROL
 ME2357  ___________________________________________________________________
 ME2357* NAD 83(1997)-  41 19 49.13947(N)    086 31 45.15346(W)     ADJUSTED  
 ME2357* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 ME2357  ___________________________________________________________________
 ME2357  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 ME2357  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME2357
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2357
 ME2357.The geoid height was determined by GEOID03.
 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;SPC IN E     -   675,599.905    27,795.376   MT  1.00003080   -0 34 10.7
 ME2357;SPC IN E     - 2,216,530.69     91,192.00   sFT  1.00003080   -0 34 10.7
 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!SPC IN E     -   0.99996893  x   1.00003080  =   0.99999972
 ME2357!UTM  16      -   0.99996893  x   0.99961910  =   0.99958804
 ME2357
 ME2357:                Primary Azimuth Mark                     Grid Az
 ME2357:SPC IN W     -  CONVENT ANCILLA DOMINI SPIRE             083 02 53.5
 ME2357:SPC IN E     -  CONVENT ANCILLA DOMINI SPIRE             083 59 01.6
 ME2357:UTM  16      -  CONVENT ANCILLA DOMINI SPIRE             083 06 11.6
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2357.See file dsdata.txt to determine how the superseded data were derived.
 ME2357
 ME2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3939675533(NAD 83)
 ME2357_MARKER: DS = TRIANGULATION STATION DISK
 ME2357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2357'PROPERTY OWNED BY JACK COMMESSER.  IT IS 0.2 MILE SOUTHWEST OF A FARM
 ME2357'HOUSE, 0.1 MILE SOUTH OF A GRAVEL
 ME2357'ROAD, 35 FEET WEST OF A FENCE LINE, 25 FEET NORTHEAST OF A
 ME2357'10 INCH OAK TREE WITH A TRIANGLE BLAZE, 23
 ME2357'FEET SOUTHEAST OF A 12 INCH OAK TREE WITH A
 ME2357'TRIANGLE BLAZE AND 8 FEET EAST OF A WHITE WITNESS POST.  THE
 ME2357'MARK PROJECTS 4 INCHES AND THE DISK
 ME2357'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
 ME2357'OAK TREE WITH A TRIANGLE BLAZE.  THE MARK PROJECTS 2 INCHES AND THE
 ME2357'DISK IS STAMPED EAGLE NO 1 1952.
 ME2357'
 ME2357'REFERENCE MARK NO. 2 IS 10 FEET SOUTHEAST OF A 20 INCH OAK TREE WITH
 ME2357'A TRIANGLE BLAZE AND 8 FEET
 ME2357'NORTHWEST OF A 10 INCH OAK TREE WITH A TRIANGLE BLAZE.  THE MARK IS
 ME2357'FLUSH AND THE DISK IS STAMPED EAGLE
 ME2357'NO 2 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
 ME2357'THE CENTER OF STATE HIGHWAY 23 AND 2 FEET NORTH OF A WHITE WITNESS
 ME2357'POST.  THE MARK IS AN 8 BY 8 INCH
 ME2357'CONCRETE POST WHICH PROJECTS 2 INCHES WITH A STANDARD
 ME2357'U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK ATOP
 ME2357'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,
 ME2357'GO SOUTH ON HIGHWAY 23 FOR 3.9 MILES TO A GRAVEL CROSSROAD, (*) TURN
 ME2357'RIGHT ON THE GRAVEL ROAD AND GO WEST
 ME2357'FOR 0.3 MILE TO A WOODS ROAD SOUTH, TURN LEFT AND GO
 ME2357'SOUTH OF THE WOODS ROAD 0.2 MILE TO A SAND HILL
 ME2357'ON THE LEFT, TURN LEFT AND GO TO THE TOP
 ME2357'OF THE HILL AND THE STATION AS DESCRIBED.
 ME2357'
 ME2357'*TO REACH BENCH MARK N 133 FROM THIS POINT, CONTINUE ON HIGHWAY 23
 ME2357'FOR 0.2 MILE TO THE MARK ON THE
 ME2357'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 = OCTOBER  6, 2006
 MD1628 ***********************************************************************
 MD1628  DESIGNATION -  EAGLE
 MD1628  PID         -  MD1628
 MD1628  STATE/COUNTY-  IN/NOBLE
 MD1628  USGS QUAD   -  LIGONIER (1979)
 MD1628
 MD1628                         *CURRENT SURVEY CONTROL
 MD1628  ___________________________________________________________________
 MD1628* NAD 83(1997)-  41 25 53.57787(N)    085 35 15.32362(W)     ADJUSTED  
 MD1628* NAVD 88     -       286.     (meters)     938.     (feet)  SCALED    
 MD1628  ___________________________________________________________________
 MD1628  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 MD1628  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 MD1628
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1628
 MD1628.The geoid height was determined by GEOID03.
 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     -   0.99996039  x   0.99996720  =   0.99992759
 MD1628!UTM  16      -   0.99996039  x   0.99977138  =   0.99973178
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1628.See file dsdata.txt to determine how the superseded data were derived.
 MD1628
 MD1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1800987628(NAD 83)
 MD1628_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1628
 MD1628  HISTORY     - Date     Condition        Report By
 MD1628  HISTORY     - 1947     MONUMENTED       CGS
 MD1628  HISTORY     - 1960     SEE DESCRIPTION  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
 MD1628'AND A GRAVEL T-ROAD WEST AND ON LAND OWNED BY L.A. REED.  IT IS 74
 MD1628'FEET SOUTHWEST OF THE T-ROAD INTERSECTION, 57
 MD1628'FEET WEST OF THE CENTER OF THE HIGHWAY, 44 FEET SOUTH
 MD1628'OF THE CENTER OF THE GRAVEL ROAD AND 12 FEET
 MD1628'SOUTH OF A WHITE WITNESS POST.  THE MARK IS
 MD1628'ABOUT 14 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 MD1628'STAMPED EAGLE 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
 MD1628'WEST OF THE CENTER OF THE HIGHWAY.  THE MARK PROJECTS ABOUT 4 INCHES
 MD1628'AND THE DISK IS STAMPED EAGLE NO 1
 MD1628'1947.
 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
 MD1628'GRAVEL ROAD AND ONE FOOT NORTH OF A FENCE CORNER.  THE MARK PROJECTS
 MD1628'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
 MD1628'WEST OF THE CENTER OF THE HIGHWAY, 28 FEET EAST OF THE FENCE AND 2
 MD1628'FEET NORTHEAST OF POWERPOLE NO.
 MD1628'533-650 AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK
 MD1628'PROJECTS ABOUT 4 INCHES AND THE DISK IS
 MD1628'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
 MD1628'LIGONIER, GO SOUTH ON HIGHWAY 33 FOR 1.15 MILES TO WHERE THE HIGHWAY
 MD1628'CURVES LEFT AND THE AZIMUTH MARK ON THE
 MD1628'RIGHT AS DESCRIBED, CONTINUE ON HIGHWAY 33 FOR 0.25 MILE TO
 MD1628'A GRAVEL T-ROAD RIGHT AND STATION AS
 MD1628'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
 MD1628'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
 MD1628'GRAVEL ROAD AND 1.5 FEET N OF FENCE T-INTERSECTION.  THE AZIMUTH MARK
 MD1628'IS ABOUT 50 YARDS N OF MIDPOINT OF
 MD1628'THE SOUTHERLY ONE OF A PAIR OF REVERSE CURVES, E OF THE POWER
 MD1628'POLE, 18 FEET NW OF CENTER LINE OF OLD-HIGHWAY
 MD1628'BRICK PAVEMENT, AND 2 FEET SSW OF STEEL
 MD1628'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8320 ***********************************************************************
 AH8320  DESIGNATION -  EAGLE CEM
 AH8320  PID         -  AH8320
 AH8320  STATE/COUNTY-  IN/HAMILTON
 AH8320  USGS QUAD   -  WESTFIELD (1992)
 AH8320
 AH8320                         *CURRENT SURVEY CONTROL
 AH8320  ___________________________________________________________________
 AH8320* NAD 83(1997)-  40 00 45.06198(N)    086 13 35.31800(W)     ADJUSTED  
 AH8320* NAVD 88     -       265.8    (meters)     872.     (feet)  GPS OBS   
 AH8320  ___________________________________________________________________
 AH8320  X           -     321,955.659 (meters)                     COMP
 AH8320  Y           -  -4,881,386.015 (meters)                     COMP
 AH8320  Z           -   4,079,199.420 (meters)                     COMP
 AH8320  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 AH8320  ELLIP HEIGHT-         232.15  (meters)          (03/12/99) GPS OBS
 AH8320  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 AH8320
 AH8320  HORZ ORDER  -  B
 AH8320  ELLP ORDER  -  FIRST     CLASS II
 AH8320
 AH8320.The horizontal coordinates were established by GPS observations
 AH8320.and adjusted by the National Geodetic Survey in March 1999..
 AH8320
 AH8320.The orthometric height was determined by GPS observations and a
 AH8320.high-resolution geoid model.
 AH8320
 AH8320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8320
 AH8320.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8320
 AH8320.The ellipsoidal height was determined by GPS observations
 AH8320.and is referenced to NAD 83.
 AH8320
 AH8320.The geoid height was determined by GEOID03.
 AH8320
 AH8320;                    North         East     Units Scale Factor Converg.
 AH8320;SPC IN E     -   529,057.561    52,205.807   MT  0.99999478   -0 21 35.8
 AH8320;SPC IN E     - 1,735,749.68    171,278.55   sFT  0.99999478   -0 21 35.8
 AH8320;UTM  16      - 4,429,433.035   566,015.966   MT  0.99965365   +0 29 50.5
 AH8320
 AH8320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8320!SPC IN E     -   0.99996358  x   0.99999478  =   0.99995836
 AH8320!UTM  16      -   0.99996358  x   0.99965365  =   0.99961724
 AH8320
 AH8320                          SUPERSEDED SURVEY CONTROL
 AH8320
 AH8320.No superseded survey control is available for this station.
 AH8320
 AH8320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6601629433(NAD 83)
 AH8320_MARKER: A = ALUMINUM MARKER
 AH8320_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO 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 - December 02, 2003
 AH8320
 AH8320  HISTORY     - Date     Condition        Report By
 AH8320  HISTORY     - 1997     MONUMENTED       IN-057
 AH8320  HISTORY     - 20031202 GOOD             WOOLPT
 AH8320
 AH8320                          STATION DESCRIPTION
 AH8320
 AH8320'DESCRIBED BY HAMILTON COUNTY INDIANA 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 (2003)
 AH8320
 AH8320'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (RMC)
 AH8320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2180 ***********************************************************************
 LB2180  DESIGNATION -  EARL
 LB2180  PID         -  LB2180
 LB2180  STATE/COUNTY-  IN/BENTON
 LB2180  USGS QUAD   -  EARL PARK (1979)
 LB2180
 LB2180                         *CURRENT SURVEY CONTROL
 LB2180  ___________________________________________________________________
 LB2180* NAD 83(1997)-  40 41 10.87803(N)    087 23 01.92185(W)     ADJUSTED  
 LB2180* NAVD 88     -       246.     (meters)     807.     (feet)  SCALED    
 LB2180  ___________________________________________________________________
 LB2180  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 LB2180  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 LB2180
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2180
 LB2180.The geoid height was determined by GEOID03.
 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  =   0.99957960
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2180.See file dsdata.txt to determine how the superseded data were derived.
 LB2180
 LB2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6756404011(NAD 83)
 LB2180_MARKER: DS = TRIANGULATION STATION DISK
 LB2180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2181 ***********************************************************************
 LB2181  DESIGNATION -  EARL PK ST JOHN BAP CH SW DOME
 LB2181  PID         -  LB2181
 LB2181  STATE/COUNTY-  IN/BENTON
 LB2181  USGS QUAD   -  EARL PARK (1979)
 LB2181
 LB2181                         *CURRENT SURVEY CONTROL
 LB2181  ___________________________________________________________________
 LB2181* NAD 83(1997)-  40 40 56.55698(N)    087 24 40.73076(W)     ADJUSTED  
 LB2181* NAVD 88     -                                                        
 LB2181  ___________________________________________________________________
 LB2181  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 LB2181  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 LB2181
 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
 LB2181.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2181
 LB2181.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2181
 LB2181  NAD 83(1986)-  40 40 56.56429(N)    087 24 40.73965(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2181.See file dsdata.txt to determine how the superseded data were derived.
 LB2181
 LB2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6524203580(NAD 83)
 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 = OCTOBER  6, 2006
 LB2184 ***********************************************************************
 LB2184  DESIGNATION -  EARL PK ST JOHN BAP CH NE DOME
 LB2184  PID         -  LB2184
 LB2184  STATE/COUNTY-  IN/BENTON
 LB2184  USGS QUAD   -  EARL PARK (1979)
 LB2184
 LB2184                         *CURRENT SURVEY CONTROL
 LB2184  ___________________________________________________________________
 LB2184* NAD 83(1997)-  40 40 56.99214(N)    087 24 40.73719(W)     ADJUSTED  
 LB2184* NAVD 88     -                                                        
 LB2184  ___________________________________________________________________
 LB2184  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 LB2184  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 LB2184
 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
 LB2184.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2184
 LB2184.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2184
 LB2184  NAD 83(1986)-  40 40 56.99994(N)    087 24 40.74671(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2184.See file dsdata.txt to determine how the superseded data were derived.
 LB2184
 LB2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6524203594(NAD 83)
 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 = OCTOBER  6, 2006
 JZ1230 ***********************************************************************
 JZ1230  DESIGNATION -  EARLHAM
 JZ1230  PID         -  JZ1230
 JZ1230  STATE/COUNTY-  IN/WAYNE
 JZ1230  USGS QUAD   -  RICHMOND (1981)
 JZ1230
 JZ1230                         *CURRENT SURVEY CONTROL
 JZ1230  ___________________________________________________________________
 JZ1230* NAD 83(1986)-  39 49 25.     (N)    084 54 48.     (W)     SCALED    
 JZ1230* NAVD 88     -       301.911  (meters)     990.52   (feet)  ADJUSTED  
 JZ1230  ___________________________________________________________________
 JZ1230  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JZ1230  DYNAMIC HT  -         301.737 (meters)     989.95  (feet)  COMP
 JZ1230  MODELED GRAV-     980,039.9   (mgal)                       NAVD 88
 JZ1230
 JZ1230  VERT ORDER  -  SECOND    CLASS 0
 JZ1230
 JZ1230.The horizontal coordinates were scaled from a topographic map and have
 JZ1230.an estimated accuracy of +/- 6 seconds.
 JZ1230
 JZ1230.The orthometric height was determined by differential leveling
 JZ1230.and adjusted by the National Geodetic Survey in June 1991..
 JZ1230
 JZ1230.The geoid height was determined by GEOID03.
 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     -   508,210.      164,490.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1230.See file dsdata.txt to determine how the superseded data were derived.
 JZ1230
 JZ1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK785102(NAD 83)
 JZ1230_MARKER: DB = BENCH MARK DISK
 JZ1230_SETTING: 80 = SET IN A BOULDER
 JZ1230_SP_SET: BOULDER
 JZ1230_STAMPING: EARLHAM 1936
 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             NGS
 JZ1230  HISTORY     - 20021128 GOOD             GEOCAC
 JZ1230
 JZ1230                          STATION DESCRIPTION
 JZ1230
 JZ1230'DESCRIBED BY NATIONAL 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' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA0509 ***********************************************************************
 HA0509  DESIGNATION -  EAST
 HA0509  PID         -  HA0509
 HA0509  STATE/COUNTY-  IN/PERRY
 HA0509  USGS QUAD   -  ROME (1993)
 HA0509
 HA0509                         *CURRENT SURVEY CONTROL
 HA0509  ___________________________________________________________________
 HA0509* NAD 83(1997)-  37 56 20.10431(N)    086 37 06.29075(W)     ADJUSTED  
 HA0509* NAVD 88     -       210.262  (meters)     689.83   (feet)  ADJUSTED  
 HA0509  ___________________________________________________________________
 HA0509  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 HA0509  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HA0509  DYNAMIC HT  -         210.111 (meters)     689.34  (feet)  COMP
 HA0509  MODELED GRAV-     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
 HA0509.and adjusted by the National Geodetic Survey in June 1991..
 HA0509
 HA0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA0509
 HA0509.The geoid height was determined by GEOID03.
 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;                    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     -   0.99997206  x   0.99998723  =   0.99995929
 HA0509!UTM  16      -   0.99997206  x   0.99961385  =   0.99958592
 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
 HA0509.Superseded values are not recommended for survey control.
 HA0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0509.See file dsdata.txt to determine how the superseded data were derived.
 HA0509
 HA0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG3353099107(NAD 83)
 HA0509_MARKER: DS = TRIANGULATION STATION DISK
 HA0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0509_STAMPING: EAST 1946
 HA0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0509+STABILITY: SURFACE MOTION
 HA0509
 HA0509  HISTORY     - Date     Condition        Report By
 HA0509  HISTORY     - 1946     MONUMENTED       CGS
 HA0509  HISTORY     - 1965     SEE DESCRIPTION  CGS
 HA0509  HISTORY     - 1965     GOOD             NGS
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3330 ***********************************************************************
 ME3330  DESIGNATION -  EAST 90
 ME3330  PID         -  ME3330
 ME3330  STATE/COUNTY-  IN/LAKE
 ME3330  USGS QUAD   -  GARY (1991)
 ME3330
 ME3330                         *CURRENT SURVEY CONTROL
 ME3330  ___________________________________________________________________
 ME3330* NAD 83(1997)-  41 35 08.25779(N)    087 17 26.54221(W)     ADJUSTED  
 ME3330* NAVD 88     -       185.     (meters)     607.     (feet)  GPS OBS   
 ME3330  ___________________________________________________________________
 ME3330  X           -     225,838.586 (meters)                     COMP
 ME3330  Y           -  -4,772,443.664 (meters)                     COMP
 ME3330  Z           -   4,211,390.511 (meters)                     COMP
 ME3330  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 ME3330  ELLIP HEIGHT-         151.11  (meters)          (05/25/99) GPS OBS
 ME3330  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME3330
 ME3330  HORZ ORDER  -  SECOND
 ME3330  ELLP ORDER  -  FOURTH    CLASS I
 ME3330
 ME3330.The horizontal coordinates were established by GPS observations
 ME3330.and adjusted by the National Geodetic Survey in May 1999..
 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.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 ME3330
 ME3330.The ellipsoidal height was determined by GPS observations
 ME3330.and is referenced to NAD 83.
 ME3330
 ME3330.The geoid height was determined by GEOID03.
 ME3330
 ME3330;                    North         East     Units Scale Factor Converg.
 ME3330;SPC IN W     -   703,616.301   882,708.561   MT  0.99997034   -0 08 15.5
 ME3330;SPC IN W     - 2,308,447.81  2,896,019.67   sFT  0.99997034   -0 08 15.5
 ME3330;UTM  16      - 4,603,811.350   475,768.832   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  =   0.99994664
 ME3330!UTM  16      -   0.99997630  x   0.99960723  =   0.99958354
 ME3330
 ME3330                          SUPERSEDED SURVEY CONTROL
 ME3330
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3330.See file dsdata.txt to determine how the superseded data were derived.
 ME3330
 ME3330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM7576903811(NAD 83)
 ME3330_MARKER: A = ALUMINUM MARKER
 ME3330_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 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 - 1991
 ME3330
 ME3330  HISTORY     - Date     Condition        Report By
 ME3330  HISTORY     - 1991     MONUMENTED       NOS
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA0507 ***********************************************************************
 HA0507  DESIGNATION -  EAST AZ MK
 HA0507  PID         -  HA0507
 HA0507  STATE/COUNTY-  IN/PERRY
 HA0507  USGS QUAD   -  ROME (1993)
 HA0507
 HA0507                         *CURRENT SURVEY CONTROL
 HA0507  ___________________________________________________________________
 HA0507* NAD 83(1986)-  37 56 24.     (N)    086 36 48.     (W)     SCALED    
 HA0507* NAVD 88     -       209.656  (meters)     687.85   (feet)  ADJUSTED  
 HA0507  ___________________________________________________________________
 HA0507  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HA0507  DYNAMIC HT  -         209.506 (meters)     687.35  (feet)  COMP
 HA0507  MODELED GRAV-     979,906.4   (mgal)                       NAVD 88
 HA0507
 HA0507  VERT ORDER  -  FIRST     CLASS II
 HA0507
 HA0507.The horizontal coordinates were scaled from a topographic map and have
 HA0507.an estimated accuracy of +/- 6 seconds.
 HA0507
 HA0507.The orthometric height was determined by differential leveling
 HA0507.and adjusted by the National Geodetic Survey in June 1991..
 HA0507
 HA0507.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0507.See file dsdata.txt to determine how the superseded data were derived.
 HA0507
 HA0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG339992(NAD 83)
 HA0507_MARKER: DZ = AZIMUTH MARK DISK
 HA0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0507_STAMPING: EAST 1946
 HA0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0507+STABILITY: SURFACE MOTION
 HA0507
 HA0507  HISTORY     - Date     Condition        Report By
 HA0507  HISTORY     - 1946     MONUMENTED       CGS
 HA0507  HISTORY     - 1965     GOOD             NGS
 HA0507
 HA0507                          STATION DESCRIPTION
 HA0507
 HA0507'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0926 ***********************************************************************
 ME0926  DESIGNATION -  EAST CHICAGO
 ME0926  PID         -  ME0926
 ME0926  STATE/COUNTY-  IN/LAKE
 ME0926  USGS QUAD   -  WHITING (1991)
 ME0926
 ME0926                         *CURRENT SURVEY CONTROL
 ME0926  ___________________________________________________________________
 ME0926* NAD 83(1986)-  41 37 54.     (N)    087 28 49.     (W)     SCALED    
 ME0926* NAVD 88     -       178.635  (meters)     586.07   (feet)  ADJUSTED  
 ME0926  ___________________________________________________________________
 ME0926  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME0926  DYNAMIC HT  -         178.570 (meters)     585.86  (feet)  COMP
 ME0926  MODELED GRAV-     980,255.8   (mgal)                       NAVD 88
 ME0926
 ME0926  VERT ORDER  -  FIRST     CLASS II
 ME0926
 ME0926.The horizontal coordinates were scaled from a topographic map and have
 ME0926.an estimated accuracy of +/- 6 seconds.
 ME0926
 ME0926.The orthometric height was determined by differential leveling
 ME0926.and adjusted by the National Geodetic Survey in June 1991..
 ME0926
 ME0926.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0926.See file dsdata.txt to determine how the superseded data were derived.
 ME0926
 ME0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM599089(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0926
 ME0926  HISTORY     - Date     Condition        Report By
 ME0926  HISTORY     - 1934     MONUMENTED       CGS
 ME0926  HISTORY     - 1947     GOOD             NGS
 ME0926
 ME0926                          STATION DESCRIPTION
 ME0926
 ME0926'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2491 ***********************************************************************
 ME2491  DESIGNATION -  EAST GARY MUNICIPAL TANK
 ME2491  PID         -  ME2491
 ME2491  STATE/COUNTY-  IN/LAKE
 ME2491  USGS QUAD   -  GARY (1991)
 ME2491
 ME2491                         *CURRENT SURVEY CONTROL
 ME2491  ___________________________________________________________________
 ME2491* NAD 83(1997)-  41 34 06.03046(N)    087 15 15.13095(W)     ADJUSTED  
 ME2491* NAVD 88     -                                                        
 ME2491  ___________________________________________________________________
 ME2491  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 ME2491  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME2491
 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
 ME2491.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2491
 ME2491.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2491
 ME2491  NAD 83(1994)-  41 34 06.03629(N)    087 15 15.13641(W) AD(       ) 4
 ME2491  NAD 83(1986)-  41 34 06.03629(N)    087 15 15.13625(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2491.See file dsdata.txt to determine how the superseded data were derived.
 ME2491
 ME2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM7880601883(NAD 83)
 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 = OCTOBER  6, 2006
 HA0508 ***********************************************************************
 HA0508  DESIGNATION -  EAST RM 1
 HA0508  PID         -  HA0508
 HA0508  STATE/COUNTY-  IN/PERRY
 HA0508  USGS QUAD   -  ROME (1993)
 HA0508
 HA0508                         *CURRENT SURVEY CONTROL
 HA0508  ___________________________________________________________________
 HA0508* NAD 83(1986)-  37 56 21.     (N)    086 37 06.     (W)     SCALED    
 HA0508* NAVD 88     -       211.440  (meters)     693.70   (feet)  ADJUSTED  
 HA0508  ___________________________________________________________________
 HA0508  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HA0508  DYNAMIC HT  -         211.289 (meters)     693.20  (feet)  COMP
 HA0508  MODELED GRAV-     979,909.2   (mgal)                       NAVD 88
 HA0508
 HA0508  VERT ORDER  -  FIRST     CLASS II
 HA0508
 HA0508.The horizontal coordinates were scaled from a topographic map and have
 HA0508.an estimated accuracy of +/- 6 seconds.
 HA0508
 HA0508.The orthometric height was determined by differential leveling
 HA0508.and adjusted by the National Geodetic Survey in June 1991..
 HA0508
 HA0508.The geoid height was determined by GEOID03.
 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.      940,880.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0508.See file dsdata.txt to determine how the superseded data were derived.
 HA0508
 HA0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG335991(NAD 83)
 HA0508_MARKER: DB = BENCH MARK DISK
 HA0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0508_STAMPING: EAST NO 1 1946
 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             NGS
 HA0508
 HA0508                          STATION DESCRIPTION
 HA0508
 HA0508'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA0511 ***********************************************************************
 HA0511  DESIGNATION -  EAST RM 2
 HA0511  PID         -  HA0511
 HA0511  STATE/COUNTY-  IN/PERRY
 HA0511  USGS QUAD   -  ROME (1993)
 HA0511
 HA0511                         *CURRENT SURVEY CONTROL
 HA0511  ___________________________________________________________________
 HA0511* NAD 83(1986)-  37 56 20.     (N)    086 37 06.     (W)     SCALED    
 HA0511* NAVD 88     -       211.038  (meters)     692.38   (feet)  ADJUSTED  
 HA0511  ___________________________________________________________________
 HA0511  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HA0511  DYNAMIC HT  -         210.887 (meters)     691.89  (feet)  COMP
 HA0511  MODELED GRAV-     979,909.1   (mgal)                       NAVD 88
 HA0511
 HA0511  VERT ORDER  -  FIRST     CLASS II
 HA0511
 HA0511.The horizontal coordinates were scaled from a topographic map and have
 HA0511.an estimated accuracy of +/- 6 seconds.
 HA0511
 HA0511.The orthometric height was determined by differential leveling
 HA0511.and adjusted by the National Geodetic Survey in June 1991..
 HA0511
 HA0511.The geoid height was determined by GEOID03.
 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     -   298,810.      940,880.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0511.See file dsdata.txt to determine how the superseded data were derived.
 HA0511
 HA0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG335991(NAD 83)
 HA0511_MARKER: DR = REFERENCE MARK DISK
 HA0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0511_STAMPING: EAST NO 2 1946
 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             NGS
 HA0511
 HA0511                          STATION DESCRIPTION
 HA0511
 HA0511'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2097 ***********************************************************************
 LA2097  DESIGNATION -  EATON MUNICIPAL TANK
 LA2097  PID         -  LA2097
 LA2097  STATE/COUNTY-  IN/DELAWARE
 LA2097  USGS QUAD   -  EATON (1981)
 LA2097
 LA2097                         *CURRENT SURVEY CONTROL
 LA2097  ___________________________________________________________________
 LA2097* NAD 83(1997)-  40 20 32.71391(N)    085 21 17.97961(W)     ADJUSTED  
 LA2097* NAVD 88     -                                                        
 LA2097  ___________________________________________________________________
 LA2097  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 LA2097  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 LA2097
 LA2097  HORZ ORDER  -  THIRD
 LA2097
 LA2097.The horizontal coordinates were established by classical geodetic methods
 LA2097.and adjusted by the National Geodetic Survey in May 1999..
 LA2097
 LA2097
 LA2097.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2097
 LA2097.The geoid height was determined by GEOID03.
 LA2097
 LA2097;                    North         East     Units Scale Factor Converg.
 LA2097;SPC IN E     -   565,584.660   126,480.623   MT  0.99997530   +0 12 06.3
 LA2097;SPC IN E     - 1,855,589.01    414,961.84   sFT  0.99997530   +0 12 06.3
 LA2097;UTM  16      - 4,467,062.257   639,716.438   MT  0.99984029   +1 03 54.3
 LA2097
 LA2097                          SUPERSEDED SURVEY CONTROL
 LA2097
 LA2097  NAD 83(1995)-  40 20 32.71648(N)    085 21 17.98846(W) AD(       ) 4
 LA2097  NAD 83(1986)-  40 20 32.71624(N)    085 21 17.99259(W) AD(       ) 4
 LA2097  NAD 27      -  40 20 32.57200(N)    085 21 18.09400(W) AD(       ) 3
 LA2097
 LA2097.Superseded values are not recommended for survey control.
 LA2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2097.See file dsdata.txt to determine how the superseded data were derived.
 LA2097
 LA2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3971667062(NAD 83)
 LA2097_MARKER: 51 = TANK
 LA2097
 LA2097  HISTORY     - Date     Condition        Report By
 LA2097  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2097  HISTORY     - 1955     GOOD             CGS
 LA2097  HISTORY     - 20030706 MARK NOT FOUND   GEOCAC
 LA2097
 LA2097                          STATION DESCRIPTION
 LA2097
 LA2097'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2097'THE STATION WAS RECOVERED IN GOOD CONDITION.
 LA2097
 LA2097                          STATION RECOVERY (2003)
 LA2097
 LA2097'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 LA2097'TANK IS NOT LONGER AT THESE COORDINATES.  THERE IS A NEW MUNICIPAL
 LA2097'TANK ELSEWHERE IN TOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2201 ***********************************************************************
 ME2201  DESIGNATION -  EBY
 ME2201  PID         -  ME2201
 ME2201  STATE/COUNTY-  IN/ST JOSEPH
 ME2201  USGS QUAD   -  WAKARUSA (1994)
 ME2201
 ME2201                         *CURRENT SURVEY CONTROL
 ME2201  ___________________________________________________________________
 ME2201* NAD 83(1997)-  41 36 47.43078(N)    086 04 47.12393(W)     ADJUSTED  
 ME2201* NAVD 88     -       252.     (meters)     827.     (feet)  SCALED    
 ME2201  ___________________________________________________________________
 ME2201  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 ME2201  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME2201
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2201
 ME2201.The geoid height was determined by GEOID03.
 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     -   0.99996579  x   0.99998125  =   0.99994704
 ME2201!UTM  16      -   0.99996579  x   0.99967234  =   0.99963815
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2201.See file dsdata.txt to determine how the superseded data were derived.
 ME2201
 ME2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM7667307238(NAD 83)
 ME2201_MARKER: DS = TRIANGULATION STATION DISK
 ME2201_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 ME2201_STAMPING: EBY 1952
 ME2201_MARK LOGO: CGS   
 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
 ME2201'PROPERTY OWNED BY J.W.EBY.  IT IS 42 FEET NORTH OF THE CENTER OF A
 ME2201'WOODS ROAD, 38 FEET EAST OF THE
 ME2201'CENTER OF BEECH ROAD, 22 FEET NORTHEAST OF AN 8 INCH CEDAR
 ME2201'TREE AND 17 FEET EAST OF A NORTH-SOUTH
 ME2201'FENCELINE AND A WHITE WITNESS POST.  THE MARK
 ME2201'IS UNDERGROUND ABOUT 12 INCHES AND THE DISK IS STAMPED
 ME2201'EBY 1952.
 ME2201'
 ME2201'REFERENCE MARK NO. 1 IS 24 FEET EAST OF THE CENTER OF BEECH ROAD AND
 ME2201'1 FOOT EAST OF A NORTH-SOUTH
 ME2201'FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED EBY NO
 ME2201'1 1952.
 ME2201'
 ME2201'REFERENCE MARK NO. 2 IS 21 FEET WEST OF THE CENTER OF BEECH ROAD AND
 ME2201'1 FOOT EAST OF A NORTH-SOUTH
 ME2201'FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED EBY NO
 ME2201'2 1952.
 ME2201'
 ME2201'AZIMUTH MARK IS 32 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 23 FEET
 ME2201'EAST OF THE CENTER OF BEECH
 ME2201'ROAD, 12 FEET NORTHEAST OF A POWERLINE POLE AND 1 FOOT SOUTHEAST OF A
 ME2201'WHITE WITNESS POST.  THE MARK IS
 ME2201'FLUSH AND THE DISK IS STAMPED EBY 1952.
 ME2201'
 ME2201'TO REACH THE STATION FROM THE INTERSECTION OF DRAGOON TRAIL AND
 ME2201'BREMEN HIGHWAY (STATE
 ME2201'HIGHWAY 331), WHICH IS IN THE SOUTH EDGE OF MISHAWAKA, GO EAST ON
 ME2201'DRAGOON TRAIL FOR 5.2 MILES
 ME2201'TO THE INTERSECTION OF BEECH ROAD, TURN RIGHT ON BEECH ROAD AND
 ME2201'GO SOUTH FOR 0.7 MILE TO THE AZIMUTH
 ME2201'MARK ON THE LEFT, CONTINUE FOR 0.35 MILE TO THE
 ME2201'STATION ON THE 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'EBY 1952 AZ MK FOUND GOOD.
 ME2201'
 ME2201'(1) AZIMUTH MARK IS 27 FEET SOUTH OF THE CENTER OF EBYS DRIVEWAY, 25
 ME2201'FEET EAST OF THE CENTER OF BEECH ROAD, AND 12 FEET NORTHEAST OF A
 ME2201'POWER POLE.  MARK IS HIGHLY VISIBLE.  THE WHITE WITNESS POST IS
 ME2201'MISSING.  MARK IS FLUSH AND MARKED EBY 1952.  TO REACH AZIMUTH
 ME2201'MARK FROM INTERSECTION OF DRAGOON TRAIL AND STATE HIGHWAY 331, GO
 ME2201'EAST ON DRAGOON TRAIL FOR 5.2 MILES TO BEECH ROAD, TURN RIGHT ON
 ME2201'BEECH ROAD AND GO SOUTH FOR 0.7 MILE TO THE AZIMUTH MARK ON THE
 ME2201'LEFT.
 ME2201'
 ME2201'(2) STATION, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE SEARCHED FOR
 ME2201'BUT NOT RECOVERED.
 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.  THE STATION IS LOCATED ABOUT 6.0 MILES (9.7 KM)
 ME2201'SOUTHEAST OF MISHAWAKA, AND 3 1/2 MILES SOUTH OF OSCEOLA ON PROPERTY
 ME2201'OF MR J.W EBY.  TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY
 ME2201'33 AND BEECH ROAD IN OSCEOLA, INDIANA GO SOUTH ON BEECH ROAD FOR 3.15
 ME2201'MILES (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. THE STATION
 ME2201'IS A STANDARD NGS DISK STAMPED,---EBY 1952---, SET INTO THE TOP OF A
 ME2201'SQUARE CONCRETE MONUMENT, 16 INCHES, 40 CM IN DIAMETER, RECESSED, 12
 ME2201'INCHES, 30 CM BELOW THE GROUND.  THE STATION IS LOCATED 12.802 METERS
 ME2201'(42.001 FT) NORTH FROM THE CENTERLINE OF THE GRAVEL ROAD, 11.582
 ME2201'METERS (37.999 FT) EAST FROM THE CENTERLINE OF BEECH ROAD, 6.706
 ME2201'METERS (22.001 FT) NORTHEAST FROM A 14 INCH CEDAR TREE, 4.267 METERS
 ME2201'(13.999 FT) EAST FROM A WITNESS POST SET AT RM 2, AND 0.762 METERS
 ME2201'(2.500 FT) NORTH FROM A WITNESS POST.  REFERENCE MARK NO 1 IS A
 ME2201'STANDARD NGS DISK STAMPED,---EBY NO 1 1952---, SET INTO THE TOP OF A
 ME2201'SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM IN) DIAMETER, PROJECTING, 2
 ME2201'INCHES (6 CM) ABOVE THE GROUND.  THE STATION IS LOCATED 33.528 METERS
 ME2201'(110.000 FT) NORTH FROM THE CENTERLINE OF THE GRAVEL ROAD, 7.315
 ME2201'METERS (23.999 FT) EAST FROM THE CENTERLINE OF BEECH ROAD AND 0.305
 ME2201'METERS (1.001 FT) WEST FROM A WITNESS POST, AND 0.5 METERS (1.6 FT)
 ME2201'HIGHER THAN THE STATION.  REFERENCE MARK NO 3 IS A STANDARD NGS DISK
 ME2201'STAMPED,---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.  AZIMUTH MARK NO 1 IS A STANDARD NGS
 ME2201'DISK STAMPED,---EBY 1952---, SET INTO THE TOP OF A SQUARE CONCRETE
 ME2201'MONUMENT, 12 INCHES, (30 CM) IN DIAMETER, PROJECTING, 2 INCHES, 6 CM
 ME2201'ABOVE THE GROUND.  THE STATION IS LOCATED 9.754 METERS (32.001 FT)
 ME2201'SOUTH FROM THE CENTERLINE OF MR EBYS DRIVEWAY, 7.010 METERS (22.999
 ME2201'FT) EAST FROM THE CENTERLINE OF BEECH ROAD AND 3.658 METERS (12.001
 ME2201'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 = OCTOBER  6, 2006
 ME2382 ***********************************************************************
 ME2382  DESIGNATION -  ECKERT
 ME2382  PID         -  ME2382
 ME2382  STATE/COUNTY-  IN/PULASKI
 ME2382  USGS QUAD   -  NORTH JUDSON (1977)
 ME2382
 ME2382                         *CURRENT SURVEY CONTROL
 ME2382  ___________________________________________________________________
 ME2382* NAD 83(1997)-  41 10 19.24399(N)    086 52 04.80014(W)     ADJUSTED  
 ME2382* NAVD 88     -       219.     (meters)     719.     (feet)  SCALED    
 ME2382  ___________________________________________________________________
 ME2382  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 ME2382  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME2382
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2382
 ME2382.The geoid height was determined by GEOID03.
 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     -   0.99997096  x   0.99997068  =   0.99994164
 ME2382!UTM  16      -   0.99997096  x   0.99960151  =   0.99957248
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2382.See file dsdata.txt to determine how the superseded data were derived.
 ME2382
 ME2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1107257861(NAD 83)
 ME2382_MARKER: DG = GRAVITY STATION DISK
 ME2382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2382'MILES SOUTH EAST OF SAN
 ME2382'PIERRE ON PROPERTY OWNED BY MR. LOUIS SMOLEK.  IT IS 37 FEET SOUTH OF
 ME2382'THE CENTER OF GRAVEL ROAD, 24 FEET
 ME2382'SOUTHWEST OF A TELEPHONE POLE AND 11 FEET SOUTH OF A WHITE
 ME2382'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 ME2382'DISK IS STAMPED ECKERT 1948.
 ME2382'
 ME2382'REFERENCE MARK NO. 1 IS 98.07 FEET EAST OF THE STATION.  IT IS 30
 ME2382'FEET SOUTH OF THE CENTER OF
 ME2382'GRAVEL ROAD AND 50 FEET EAST OF A TELEPHONE POLE.  THE MARK PROJECTS
 ME2382'8 INCHES AND THE DISK IS STAMPED
 ME2382'ECKERT NO 1 1948.
 ME2382'
 ME2382'REFERENCE MARK NO. 2 IS 74.23 FEET SOUTH OF THE STATION.  IT IS 2
 ME2382'FEET NORTH OF A 12 INCH OAK TREE.
 ME2382'THE MARK PROJECTS 6 INCHES AND THE DISK 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
 ME2382'FEET SOUTH OF A WHITE WITNESS POST AND 13 FEET EAST OF A DRIVEWAY.
 ME2382'THE MARK PROJECTS 2 INCHES AND THE
 ME2382'DISK IS STAMPED ECKERT 1948.
 ME2382'
 ME2382'TO REACH THE STATION FROM THE INTERSECTION OF THE MONON RAILRAOD AND
 ME2382'STATE HIGHWAY NO. 43 IN
 ME2382'THE SOUTH EDGE OF SAN PIERRE GO SOUTH ON STATE HIGHWAY NO. 43 FOR
 ME2382'1.65 MILE TO A GRAVEL CROSSROAD,
 ME2382'TURN LEFT ON GRAVEL ROAD AND GO EAST FOR 1.25 MILE
 ME2382'TO THE STATION ON THE RIGHT AS DESCRIBED, CONTINUE
 ME2382'FOR 0.4 MILE TO A DRIVEWAY ON
 ME2382'THE RIGHT AND THE 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,
 ME2382'DATED APRIL 30,
 ME2382'1951-
 ME2382'
 ME2382'REFERENCE MARK NO. 1 WAS DESTROYED DUE TO THE CONSTRUCTION OF
 ME2382'A ROADWAY FROM MR.
 ME2382'SMOLEKS HOUSE.
 ME2382'
 ME2382'REFERENCE MARK DISK STAMPED ECKERT NO 1 1948 RECEIVED AT THIS
 ME2382'OFFICE 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
 ME2382'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 HAD BEEN DESTROYED.
 ME2382'THE AZIMUTH MARK WAS DESTROYED BY THIS
 ME2382'PARTY DUE TO TREES ON LINE AND A NEW AZIMUTH MARK AND
 ME2382'A REFERENCE MARK WERE ESTABLISHED.  A COMPLETE NEW
 ME2382'DESCRIPTION FOLLOWS.
 ME2382'
 ME2382'STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF NORTH JUDSON AND 3
 ME2382'MILES SOUTHEAST OF SAN PIERRE
 ME2382'AND ON PROPERTY OWNED BY MR. LOUIS SMOLEK.  IT IS 93 FEET WEST OF THE
 ME2382'CENTER OF A DRIVEWAY, 40 FEET
 ME2382'SOUTHEAST OF A TELEPHONE POLE AND 37 FEET SOUTH OF THE
 ME2382'CENTER OF GRAVEL ROAD, THE MARK IS FLUSH AND THE
 ME2382'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
 ME2382'DRIVEWAY AND 2 FEET NORTH OF A 12 INCH OAK TREE.  THE MARK PROJECTS 6
 ME2382'INCHES AND THE DISK IS STAMPED
 ME2382'ECKERT NO 2 1948.
 ME2382'
 ME2382'REFERENCE MARK NO. 3 IS 93.01 FEET WEST OF THE STATION.  IT IS 61
 ME2382'FEET EAST OF THE CENTER OF A
 ME2382'DRIVEWAY AND 20 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD.  THE MARK
 ME2382'PROJECTS 10 INCHES AND THE DISK IS
 ME2382'STAMPED 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
 ME2382'FEET SOUTH OF THE CENTER OF GRAVEL ROAD, 6 FEET SOUTHEAST OF A WHITE
 ME2382'WITNESS POST AND 5 FEET EAST OF A
 ME2382'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS
 ME2382'STAMPED ECKERT 1948 RESET 1952.
 ME2382'
 ME2382'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 421 AND THE
 ME2382'MONON RAILROAD IN THE SOUTH
 ME2382'EDGE OF SAN PIERRE, GO SOUTH ON U.S. HIGHWAY 421 FOR 1.65 MILES TO
 ME2382'A CROSSROAD, TURN LEFT AND GO
 ME2382'EAST FOR 1.25 MILES TO THE STATION ON THE RIGHT AS
 ME2382'DESCRIBED, CONTINUE FOR 0.4 MILE TO THE AZIMUTH
 ME2382'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
 ME2382'DESCRIPTION FOLLOWS.
 ME2382'
 ME2382'STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF NORTH JUDSON, ON THE
 ME2382'PROPERTY OF MR.
 ME2382'LOUIS SMOLEK, 38 FEET SOUTH OF THE CENTERLINE OF
 ME2382'GRAVEL ROAD, 41 FEET SOUTHEAST OF
 ME2382'A TELEPHONE POLE, 93 FEET WEST OF
 ME2382'THE CENTERLINE OF DRIVEWAY, 35 FEET NORTHWEST OF A
 ME2382'12 INCH OAK TREE, 75
 ME2382'FEET SOUTHWEST OF A POWER POLE AND 1 FOOT NORTH OF A METAL WITNESS
 ME2382'POST THE MONUMENT IS
 ME2382'FLUSH AND THE DISK IS STAMPED ECKERT 1948.
 ME2382'
 ME2382'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 421 AND
 ME2382'STATE HIGHWAY 10
 ME2382'ABOUT 1/2 MILE SOUTH OF SAN PIERRE, GO SOUTH ON HIGHWAY
 ME2382'421 FOR 1.0 MILE TO A CROSSROAD.
 ME2382'TURN LEFT AND GO EAST ON COUNTY
 ME2382'ROAD 900 S FOR 1.25 MILES TO THE STATION ON THE
 ME2382'RIGHT.  CONTINUE EAST
 ME2382'ON THE 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
 ME2382'INCH OAK TREE AND 90 FEET WEST OF THE CENTERLINE OF
 ME2382'THE DRIVEWAY.  THE MONUMENT PROJECTS
 ME2382'2 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
 ME2382'SOUTH OF THE
 ME2382'CENTERLINE OF THE ROAD AND 76 FEET EAST OF AN 18 INCH
 ME2382'OAK TREE.  THE MONUMENT
 ME2382'PROJECTS 4 INCHES AND THE DISK IS STAMPED
 ME2382'ECKERT NO 3 1948.
 ME2382'
 ME2382'THE AZIMUTH MARK IS 1 FOOT EAST OF A METAL WITNESS POST, 5 FEET
 ME2382'SOUTHWEST OF A 12
 ME2382'INCH PINE TREE, 9 FEET NORTHWEST OF A 10 INCH PINE
 ME2382'TREE, 46 FEET WEST OF THE CENTERLINE
 ME2382'OF A DRIVEWAY, 28 FEET SOUTH OF
 ME2382'THE CENTERLINE OF THE ROAD AND 50 FEET SOUTH OF A POWER
 ME2382'POLE.  THE MONUMENT IS
 ME2382'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.
 ME2382'
 ME2382'ECKERT AZIMUTH RECOVERED GOOD NOT VISIBLE FROM STATION (TREES).
 ME2382'
 ME2382'ECKERT REF NO. 2 RECOVERED GOOD.
 ME2382'
 ME2382'ECKERT REF NO. 3 RECOVERED GOOD.
 ME2382'
 ME2382'REFERENCES TO TREES AND POLES NO LONGER VALID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0537 ***********************************************************************
 JA0537  DESIGNATION -  ECKERTY
 JA0537  PID         -  JA0537
 JA0537  STATE/COUNTY-  IN/CRAWFORD
 JA0537  USGS QUAD   -  BIRDSEYE (1993)
 JA0537
 JA0537                         *CURRENT SURVEY CONTROL
 JA0537  ___________________________________________________________________
 JA0537* NAD 83(1997)-  38 20 08.70920(N)    086 38 14.40267(W)     ADJUSTED  
 JA0537* NAVD 88     -       256.901  (meters)     842.85   (feet)  ADJUSTED  
 JA0537  ___________________________________________________________________
 JA0537  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 JA0537  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JA0537  DYNAMIC HT  -         256.724 (meters)     842.27  (feet)  COMP
 JA0537  MODELED GRAV-     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
 JA0537.and adjusted by the National Geodetic Survey in June 1991..
 JA0537
 JA0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0537
 JA0537.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996485  x   0.99998538  =   0.99995023
 JA0537!UTM  16      -   0.99996485  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|---------------------------------------------------------------------|
 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
 JA0537.Superseded values are not recommended for survey control.
 JA0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0537.See file dsdata.txt to determine how the superseded data were derived.
 JA0537
 JA0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3169543131(NAD 83)
 JA0537_MARKER: DS = TRIANGULATION STATION DISK
 JA0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0537_STAMPING: ECKERTY 1946
 JA0537_PROJECTION: FLUSH
 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             NGS
 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
 JA0537'OF STATE HIGHWAY 64.  IT IS LOCATED AT THE
 JA0537'NORTHWEST END OF A BARE, CURVED RIDGE
 JA0537'AND IS ABOUT 30 FEET NORTHEAST
 JA0537'OF HIGHEST POINT OF RIDGE.  THE MARK IS 12 INCHES BELOW
 JA0537'THE SURFACE AND
 JA0537'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
 JA0537'WEST OF A GULLEY.  THE MARK PROJECTS 8 INCHES AND
 JA0537'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
 JA0537'FEET SOUTHEAST OF A GULLEY.  THE MARK PROJECTS 8
 JA0537'INCHES AND THE DISK IS STAMPED
 JA0537'ECKERTY NO 2 1946.
 JA0537'
 JA0537'AZIMUTH MARK IS EAST OF THE STATION IN THE SOUTHEAST CORNER OF THE
 JA0537'SERVICE STATION YARD
 JA0537'WHICH IS LOCATED AT THE JUNCTION OF STATE HIGHWAYS 64
 JA0537'AND 145.  IT IS 92 FEET
 JA0537'SOUTHEAST OF THE SERVICE STATION AND 24 FEET
 JA0537'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
 JA0537'STATE HIGHWAY 145, CONTINUE WEST FOR 0.7 MILE TO A
 JA0537'FIELD ROAD ON THE RIGHT, TURN
 JA0537'RIGHT AND FOLLOW THE FIELD ROAD UP HILL
 JA0537'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 (DD)
 JA0537'THE STATION MARK, STAMPED ECKERTY 1946, IS ABOUT 0.8 MILE NORTHWEST
 JA0537'ALONG THE SOUTHERN
 JA0537'RAILWAY FROM THE POST OFFICE AT ECKERTY, THENCE
 JA0537'0.4 MILE NORTHEAST ALONG A GRAVELED
 JA0537'ROAD, THENCE 1.25 MILES WEST
 JA0537'ALONG STATE HIGHWAY 64, THENCE ABOUT 0.1 MILE
 JA0537'NORTHEAST ACROSS A
 JA0537'FIELD TO THE TOP OF A RIDGE, THENCE ABOUT 0.1 MILE NORTHWEST
 JA0537'ALONG THE TOP
 JA0537'OF THE RIDGE, IN SECTION 21, T 2 S, R 2 W, 105 FEET NORTHWEST
 JA0537'OF A FENCE CORNER, 69 FEET
 JA0537'SOUTHWEST OF THE SOUTHWEST EDGE OF A
 JA0537'TIMBER LINE, 84.5 FEET SOUTHWEST OF A 6-INCH
 JA0537'TREE BEARING A WITNESS
 JA0537'SHIELD ON THE SOUTHWEST SIDE, SET IN THE TOP OF A CONCRETE POST
 JA0537'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
 JA0537'STATION, 11.5 FEET EAST OF A FENCE CORNER POST, SET IN THE TOP OF
 JA0537'A CONCRETE POST
 JA0537'PROJECTING 4 INCHES.
 JA0537'
 JA0537'RM 2, STAMPED ECKERTY NO 2 1946, IS 61.0 FEET WEST-NORTHWEST OF THE
 JA0537'STATION, SET IN
 JA0537'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
 JA0537'ALONG A GRAVELED ROAD, THENCE 0.45 MILE NORTHWEST
 JA0537'ALONG STATE HIGHWAY 64, IN
 JA0537'SECTION 22, T 2 S, R 2 W, 150 FEET EAST OF
 JA0537'THE CENTER OF THE JUNCTION OF STATE HIGHWAYS
 JA0537'64 AND 145, 21 FEET
 JA0537'NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 64, 116 FEET
 JA0537'NORTHWEST OF THE
 JA0537'NORTHWEST END OF THE NORTHEAST GUARD RAIL OF A BRIDGE OVER
 JA0537'FLEMING CREEK, 88 FEET
 JA0537'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 JA0537'BRICK HOUSE, ABOUT LEVEL WITH THE
 JA0537'HIGHWAY, SET IN THE TOP OF A
 JA0537'CONCRETE POST FLUSH WITH THE GROUND.
 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
 JA0537'DESCRIPTION FOLLOWS.
 JA0537'
 JA0537'THE STATION IS LOCATED ON THE PROPERTY OF MR ALBERT KAISER, ABOUT 3
 JA0537'MILES EAST OF BIRDSEYE,
 JA0537'ABOUT 4 MILES WEST OF TASWELL, AND ABOUT 0.2 MILE NORTH
 JA0537'OF STATE ROUTE 64.  IT IS
 JA0537'LOCATED NEAR THE NORTHWEST END OF A BARE,
 JA0537'CURVED RIDGE IN AN OPEN PASTURE AND IS ABOUT
 JA0537'30 FEET NORTHEAST 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
 JA0537'JUNCTION OF STATE ROUTE 145 AND THE AZIMUTH MARK IN THE
 JA0537'NORTHEAST ANGLE AS DESCRIBED.
 JA0537'CONTINUE WESTERLY ON STATE ROUTE 64
 JA0537'AND 145 FOR 0.75 MILE TO THE TOP OF A RISE AND A
 JA0537'CATTLE GUARD ON THE
 JA0537'LEFT.  HERE, TURN RIGHT OFF HIGHWAY THEN SHARP RIGHT ALONG SOUTH
 JA0537'EDGE OF A FIELD
 JA0537'AND GO EAST AND NORTHEAST FOR 0.1 MILE TO A WIRE GATE,
 JA0537'PASS THROUGH THIS WIRE GATE
 JA0537'AND FOLLOW ALONG TOP OF RIDGE NORTH AND
 JA0537'NORTHWEST FOR 0.1 MILE TO END OF RIDGE AND THE
 JA0537'STATION AS DESCRIBED.
 JA0537'
 JA0537'THE STATION IS 105 FEET NORTH OF THE NORTHEAST CORNER OF A FENCE AND
 JA0537'84 FEET SOUTHWEST OF THE
 JA0537'EDGE OF DENSE WOODS AND A METAL WITNESS SIGN NAILED
 JA0537'TO AN 8-INCH DOGWOOD TREE.  A
 JA0537'STANDARD DISK SET IN THE TOP OF A
 JA0537'12-INCH, SQUARE, CONCRETE MONUMENT, ABOUT 8
 JA0537'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
 JA0537'POST ON THE SOUTHEAST
 JA0537'SLOPE OF THE RIDGE.  A STANDARD DISK SET IN THE TOP OF A
 JA0537'12-INCH, SQUARE, CONCRETE
 JA0537'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
 JA0537'SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT
 JA0537'THAT PROJECTS 5-INCHES AND THE
 JA0537'DISK IS STAMPED 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
 JA0537'HARRISONS GROCERY STORE,
 JA0537'154 FEET EAST-NORTHEAST OF THE JUNCTION OF STATE ROUTES 64 AND
 JA0537'145, 121 FEET NORTHWEST
 JA0537'OF THE NORTHWEST CORNER OF A CONCRETE BRIDGE,
 JA0537'88 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 JA0537'CORNER OF A BRICK HOME, 77
 JA0537'FEET NORTH OF A POWERLINE POLE, 40 FEET SOUTH-SOUTHEAST OF
 JA0537'A 16-INCH MAPLE
 JA0537'TREE, AND 21 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 JA0537'ROUTE 64.  A STANDARD
 JA0537'DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH
 JA0537'CONCRETE MONUMENT AND THE DISK IS
 JA0537'STAMPED ECKERTY 1964.
 JA0537'
 JA0537'THIS WAS NOT AN OCCUPIED STATION.
 JA0537
 JA0537                          STATION RECOVERY (1965)
 JA0537
 JA0537'RECOVERY NOTE BY NATIONAL 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 (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 = OCTOBER  6, 2006
 JA0535 ***********************************************************************
 JA0535  DESIGNATION -  ECKERTY AZ
 JA0535  PID         -  JA0535
 JA0535  STATE/COUNTY-  IN/CRAWFORD
 JA0535  USGS QUAD   -  TASWELL (1993)
 JA0535
 JA0535                         *CURRENT SURVEY CONTROL
 JA0535  ___________________________________________________________________
 JA0535* NAD 83(1986)-  38 20 06.     (N)    086 37 24.     (W)     SCALED    
 JA0535* NAVD 88     -       188.241  (meters)     617.59   (feet)  ADJUSTED  
 JA0535  ___________________________________________________________________
 JA0535  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JA0535  DYNAMIC HT  -         188.111 (meters)     617.16  (feet)  COMP
 JA0535  MODELED GRAV-     979,934.9   (mgal)                       NAVD 88
 JA0535
 JA0535  VERT ORDER  -  FIRST     CLASS II
 JA0535
 JA0535.The horizontal coordinates were scaled from a topographic map and have
 JA0535.an estimated accuracy of +/- 6 seconds.
 JA0535
 JA0535.The orthometric height was determined by differential leveling
 JA0535.and adjusted by the National Geodetic Survey in June 1991..
 JA0535
 JA0535.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0535.See file dsdata.txt to determine how the superseded data were derived.
 JA0535
 JA0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH329430(NAD 83)
 JA0535_MARKER: DZ = AZIMUTH MARK DISK
 JA0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0535_STAMPING: ECKERTY 1946
 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             NGS
 JA0535
 JA0535                          STATION DESCRIPTION
 JA0535
 JA0535'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0536 ***********************************************************************
 JA0536  DESIGNATION -  ECKERTY RM 1
 JA0536  PID         -  JA0536
 JA0536  STATE/COUNTY-  IN/CRAWFORD
 JA0536  USGS QUAD   -  BIRDSEYE (1993)
 JA0536
 JA0536                         *CURRENT SURVEY CONTROL
 JA0536  ___________________________________________________________________
 JA0536* NAD 83(1986)-  38 20 08.     (N)    086 38 13.     (W)     SCALED    
 JA0536* NAVD 88     -       255.038  (meters)     836.74   (feet)  ADJUSTED  
 JA0536  ___________________________________________________________________
 JA0536  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JA0536  DYNAMIC HT  -         254.863 (meters)     836.16  (feet)  COMP
 JA0536  MODELED GRAV-     979,935.4   (mgal)                       NAVD 88
 JA0536
 JA0536  VERT ORDER  -  FIRST     CLASS II
 JA0536
 JA0536.The horizontal coordinates were scaled from a topographic map and have
 JA0536.an estimated accuracy of +/- 6 seconds.
 JA0536
 JA0536.The orthometric height was determined by differential leveling
 JA0536.and adjusted by the National Geodetic Survey in June 1991..
 JA0536
 JA0536.The geoid height was determined by GEOID03.
 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     -   342,830.      939,030.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0536.See file dsdata.txt to determine how the superseded data were derived.
 JA0536
 JA0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH317431(NAD 83)
 JA0536_MARKER: DR = REFERENCE MARK DISK
 JA0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0536_STAMPING: ECKERTY NO 1 1946
 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             NGS
 JA0536  HISTORY     - 19970101 GOOD             INDNR
 JA0536
 JA0536                          STATION DESCRIPTION
 JA0536
 JA0536'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0538 ***********************************************************************
 JA0538  DESIGNATION -  ECKERTY RM 2
 JA0538  PID         -  JA0538
 JA0538  STATE/COUNTY-  IN/CRAWFORD
 JA0538  USGS QUAD   -  BIRDSEYE (1993)
 JA0538
 JA0538                         *CURRENT SURVEY CONTROL
 JA0538  ___________________________________________________________________
 JA0538* NAD 83(1986)-  38 20 08.     (N)    086 38 13.     (W)     SCALED    
 JA0538* NAVD 88     -       256.013  (meters)     839.94   (feet)  ADJUSTED  
 JA0538  ___________________________________________________________________
 JA0538  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JA0538  DYNAMIC HT  -         255.837 (meters)     839.36  (feet)  COMP
 JA0538  MODELED GRAV-     979,935.4   (mgal)                       NAVD 88
 JA0538
 JA0538  VERT ORDER  -  FIRST     CLASS II
 JA0538
 JA0538.The horizontal coordinates were scaled from a topographic map and have
 JA0538.an estimated accuracy of +/- 6 seconds.
 JA0538
 JA0538.The orthometric height was determined by differential leveling
 JA0538.and adjusted by the National Geodetic Survey in June 1991..
 JA0538
 JA0538.The geoid height was determined by GEOID03.
 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     -   342,830.      939,030.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0538.See file dsdata.txt to determine how the superseded data were derived.
 JA0538
 JA0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH317431(NAD 83)
 JA0538_MARKER: DR = REFERENCE MARK DISK
 JA0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0538_STAMPING: ECKERTY NO 2 1946
 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             NGS
 JA0538  HISTORY     - 19970101 GOOD             INDNR
 JA0538
 JA0538                          STATION DESCRIPTION
 JA0538
 JA0538'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ3376 ***********************************************************************
 JZ3376  DESIGNATION -  EDINBURG
 JZ3376  PID         -  JZ3376
 JZ3376  STATE/COUNTY-  IN/JOHNSON
 JZ3376  USGS QUAD   -  EDINBURGH (1993)
 JZ3376
 JZ3376                         *CURRENT SURVEY CONTROL
 JZ3376  ___________________________________________________________________
 JZ3376* NAD 83(1997)-  39 20 53.91078(N)    085 57 48.21511(W)     ADJUSTED  
 JZ3376* NAVD 88     -       204.33   (+/-2cm)     670.4    (feet)  VERTCON   
 JZ3376  ___________________________________________________________________
 JZ3376  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 JZ3376  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JZ3376
 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ3376
 JZ3376.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3376
 JZ3376.The geoid height was determined by GEOID03.
 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  =   0.99994794
 JZ3376!UTM  16      -   0.99997322  x   0.99969823  =   0.99967146
 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  NGVD 29 (07/19/86)  204.45   (m)          670.8    (f) LEVELING    3  
 JZ3376
 JZ3376.Superseded values are not recommended for survey control.
 JZ3376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3376.See file dsdata.txt to determine how the superseded data were derived.
 JZ3376
 JZ3376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8932155942(NAD 83)
 JZ3376_MARKER: DS = TRIANGULATION STATION DISK
 JZ3376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ3375 ***********************************************************************
 JZ3375  DESIGNATION -  EDINBURG CABINET CO WATER TK
 JZ3375  PID         -  JZ3375
 JZ3375  STATE/COUNTY-  IN/JOHNSON
 JZ3375  USGS QUAD   -  EDINBURGH (1993)
 JZ3375
 JZ3375                         *CURRENT SURVEY CONTROL
 JZ3375  ___________________________________________________________________
 JZ3375* NAD 83(1997)-  39 20 56.33297(N)    085 57 51.26861(W)     ADJUSTED  
 JZ3375* NAVD 88     -                                                        
 JZ3375  ___________________________________________________________________
 JZ3375  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 JZ3375  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JZ3375
 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
 JZ3375.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3375
 JZ3375.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3375
 JZ3375  NAD 83(1986)-  39 20 56.34031(N)    085 57 51.34403(W) AD(       ) 4
 JZ3375  NAD 27      -  39 20 56.15900(N)    085 57 51.35300(W) AD(       ) 3
 JZ3375
 JZ3375.Superseded values are not recommended for survey control.
 JZ3375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3375.See file dsdata.txt to determine how the superseded data were derived.
 JZ3375
 JZ3375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8924756016(NAD 83)
 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 = OCTOBER  6, 2006
 ME2498 ***********************************************************************
 ME2498  DESIGNATION -  EDISON
 ME2498  PID         -  ME2498
 ME2498  STATE/COUNTY-  IN/LAKE
 ME2498  USGS QUAD   -  HIGHLAND (1991)
 ME2498
 ME2498                         *CURRENT SURVEY CONTROL
 ME2498  ___________________________________________________________________
 ME2498* NAD 83(1997)-  41 36 09.54166(N)    087 24 17.00910(W)     ADJUSTED  
 ME2498* NAVD 88     -       180.705  (meters)     592.86   (feet)  ADJUSTED  
 ME2498  ___________________________________________________________________
 ME2498  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 ME2498  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME2498  DYNAMIC HT  -         180.638 (meters)     592.64  (feet)  COMP
 ME2498  MODELED GRAV-     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
 ME2498.and adjusted by the National Geodetic Survey in April 1995..
 ME2498
 ME2498.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2498
 ME2498.The geoid height was determined by GEOID03.
 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;                    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;SPC IL E     -   548,386.857   377,411.171   MT  1.00004871   +0 36 59.7
 ME2498;SPC IL E     - 1,799,165.88  1,238,223.15   sFT  1.00004871   +0 36 59.7
 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!SPC IL E     -   0.99997692  x   1.00004871  =   1.00002563
 ME2498!UTM  16      -   0.99997692  x   0.99961400  =   0.99959093
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2498.See file dsdata.txt to determine how the superseded data were derived.
 ME2498
 ME2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM6627405740(NAD 83)
 ME2498_MARKER: DS = TRIANGULATION STATION DISK
 ME2498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2498_SP_SET: CONCRETE POST
 ME2498_STAMPING: EDISON 1952
 ME2498_MARK LOGO: CGS   
 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 NOT SUITABLE FOR
 ME2498+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1992
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3367 ***********************************************************************
 ME3367  DESIGNATION -  EDISON RM 1
 ME3367  PID         -  ME3367
 ME3367  STATE/COUNTY-  IN/LAKE
 ME3367  USGS QUAD   -  HIGHLAND (1991)
 ME3367
 ME3367                         *CURRENT SURVEY CONTROL
 ME3367  ___________________________________________________________________
 ME3367* NAD 83(1986)-  41 36 09.     (N)    087 24 16.     (W)     SCALED    
 ME3367* NAVD 88     -       181.252  (meters)     594.66   (feet)  ADJUSTED  
 ME3367  ___________________________________________________________________
 ME3367  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME3367  DYNAMIC HT  -         181.186 (meters)     594.44  (feet)  COMP
 ME3367  MODELED GRAV-     980,250.9   (mgal)                       NAVD 88
 ME3367
 ME3367  VERT ORDER  -  FIRST     CLASS II
 ME3367
 ME3367.The horizontal coordinates were scaled from a topographic map and have
 ME3367.an estimated accuracy of +/- 6 seconds.
 ME3367
 ME3367.The orthometric height was determined by differential leveling
 ME3367.and adjusted by the National Geodetic Survey in April 1995..
 ME3367
 ME3367.The geoid height was determined by GEOID03.
 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     -   705,520.      873,230.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3367.See file dsdata.txt to determine how the superseded data were derived.
 ME3367
 ME3367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM662057(NAD 83)
 ME3367_MARKER: DR = REFERENCE MARK DISK
 ME3367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3367_SP_SET: CONCRETE POST
 ME3367_STAMPING: EDISON NO 1 1952
 ME3367_MARK LOGO: CGS   
 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 = OCTOBER  6, 2006
 HZ2294 ***********************************************************************
 HZ2294  DESIGNATION -  EDWARD
 HZ2294  PID         -  HZ2294
 HZ2294  STATE/COUNTY-  IN/FLOYD
 HZ2294  USGS QUAD   -  GEORGETOWN (1993)
 HZ2294
 HZ2294                         *CURRENT SURVEY CONTROL
 HZ2294  ___________________________________________________________________
 HZ2294* NAD 83(1997)-  38 17 02.19451(N)    085 54 23.85182(W)     ADJUSTED  
 HZ2294* NAVD 88     -       279.     (meters)     915.     (feet)  SCALED    
 HZ2294  ___________________________________________________________________
 HZ2294  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 HZ2294  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 HZ2294
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2294
 HZ2294.The geoid height was determined by GEOID03.
 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  =   0.99993355
 HZ2294!UTM  16      -   0.99996146  x   0.99971261  =   0.99967408
 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                             23.586 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2294.See file dsdata.txt to determine how the superseded data were derived.
 HZ2294
 HZ2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9562537885(NAD 83)
 HZ2294_MARKER: DS = TRIANGULATION STATION DISK
 HZ2294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ1348 ***********************************************************************
 HZ1348  FBN         -  This is a Federal Base Network Control Station.
 HZ1348  DESIGNATION -  EDWARD 2
 HZ1348  PID         -  HZ1348
 HZ1348  STATE/COUNTY-  IN/FLOYD
 HZ1348  USGS QUAD   -  GEORGETOWN (1993)
 HZ1348
 HZ1348                         *CURRENT SURVEY CONTROL
 HZ1348  ___________________________________________________________________
 HZ1348* NAD 83(1997)-  38 17 01.83167(N)    085 54 22.99745(W)     ADJUSTED  
 HZ1348* NAVD 88     -       279.530  (meters)     917.09   (feet)  ADJUSTED  
 HZ1348  ___________________________________________________________________
 HZ1348  X           -     357,870.904 (meters)                     COMP
 HZ1348  Y           -  -5,000,374.200 (meters)                     COMP
 HZ1348  Z           -   3,930,375.660 (meters)                     COMP
 HZ1348  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 HZ1348  ELLIP HEIGHT-         246.28  (meters)          (01/19/05) GPS OBS
 HZ1348  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 HZ1348  DYNAMIC HT  -         279.337 (meters)     916.46  (feet)  COMP
 HZ1348  MODELED GRAV-     979,931.4   (mgal)                       NAVD 88
 HZ1348
 HZ1348  HORZ ORDER  -  B
 HZ1348  VERT ORDER  -  FIRST     CLASS II
 HZ1348  ELLP ORDER  -  FOURTH    CLASS I
 HZ1348
 HZ1348.The horizontal coordinates were established by GPS observations
 HZ1348.and adjusted by the National Geodetic Survey in April 1998..
 HZ1348
 HZ1348.The orthometric height was determined by differential leveling
 HZ1348.and adjusted by the National Geodetic Survey in June 1991..
 HZ1348
 HZ1348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ1348
 HZ1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1348
 HZ1348.The ellipsoidal height was determined by GPS observations
 HZ1348.and is referenced to NAD 83.
 HZ1348
 HZ1348.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 HZ1348;SPC IN E     -   337,026.399    79,026.768   MT  0.99997208   -0 08 54.7
 HZ1348;SPC IN E     - 1,105,727.44    259,273.65   sFT  0.99997208   -0 08 54.7
 HZ1348;UTM  16      - 4,237,874.232   595,646.299   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|---------------------------------------------------------------------|
 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                               23.586 METERS 29819     |
 HZ1348| HZ1350 EDWARD RM 1                          37.497 METERS 33854     |
 HZ1348|---------------------------------------------------------------------|
 HZ1348
 HZ1348                          SUPERSEDED SURVEY CONTROL
 HZ1348
 HZ1348  ELLIP H (04/10/98)  246.34   (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 (04/10/98)  279.53   (m)          917.1    (f) LEVELING    3  
 HZ1348  NGVD 29 (??/??/92)  279.664  (m)          917.53   (f) ADJ UNCH    1 2
 HZ1348
 HZ1348.Superseded values are not recommended for survey control.
 HZ1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1348.See file dsdata.txt to determine how the superseded data were derived.
 HZ1348
 HZ1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9564637874(NAD 83)
 HZ1348_MARKER: DS = TRIANGULATION STATION DISK
 HZ1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1348_STAMPING: EDWARD 2 1948
 HZ1348_MARK LOGO: CGS   
 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 - November 05, 2003
 HZ1348
 HZ1348  HISTORY     - Date     Condition        Report By
 HZ1348  HISTORY     - 1948     MONUMENTED       CGS
 HZ1348  HISTORY     - 1965     GOOD             CGS
 HZ1348  HISTORY     - 1965     GOOD             NGS
 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
 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 NATIONAL 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1349 ***********************************************************************
 HZ1349  DESIGNATION -  EDWARD 2 RM 4
 HZ1349  PID         -  HZ1349
 HZ1349  STATE/COUNTY-  IN/FLOYD
 HZ1349  USGS QUAD   -  GEORGETOWN (1993)
 HZ1349
 HZ1349                         *CURRENT SURVEY CONTROL
 HZ1349  ___________________________________________________________________
 HZ1349* NAD 83(1986)-  38 17 01.     (N)    085 54 23.     (W)     SCALED    
 HZ1349* NAVD 88     -       280.29   (meters)     919.6    (feet)  RESET     
 HZ1349  ___________________________________________________________________
 HZ1349  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 HZ1349
 HZ1349  VERT ORDER  -  THIRD
 HZ1349
 HZ1349.The horizontal coordinates were scaled from a topographic map and have
 HZ1349.an estimated accuracy of +/- 6 seconds.
 HZ1349
 HZ1349.The orthometric height was computed from unverified reset data.
 HZ1349
 HZ1349.The geoid height was determined by GEOID03.
 HZ1349
 HZ1349;                    North         East    Units  Estimated Accuracy
 HZ1349;SPC IN E     -   337,000.       79,030.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1349.See file dsdata.txt to determine how the superseded data were derived.
 HZ1349
 HZ1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH956378(NAD 83)
 HZ1349_MARKER: DR = REFERENCE MARK DISK
 HZ1349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1349_SP_SET: WELL COVER
 HZ1349_STAMPING: EDWARD 2 1948 NO 4 1973
 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
 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 = OCTOBER  6, 2006
 HZ1350 ***********************************************************************
 HZ1350  DESIGNATION -  EDWARD RM 1
 HZ1350  PID         -  HZ1350
 HZ1350  STATE/COUNTY-  IN/FLOYD
 HZ1350  USGS QUAD   -  GEORGETOWN (1993)
 HZ1350
 HZ1350                         *CURRENT SURVEY CONTROL
 HZ1350  ___________________________________________________________________
 HZ1350* NAD 83(1986)-  38 17 01.     (N)    085 54 23.     (W)     SCALED    
 HZ1350* NAVD 88     -       280.306  (meters)     919.64   (feet)  ADJUSTED  
 HZ1350  ___________________________________________________________________
 HZ1350  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 HZ1350  DYNAMIC HT  -         280.113 (meters)     919.00  (feet)  COMP
 HZ1350  MODELED GRAV-     979,931.4   (mgal)                       NAVD 88
 HZ1350
 HZ1350  VERT ORDER  -  FIRST     CLASS II
 HZ1350
 HZ1350.The horizontal coordinates were scaled from a topographic map and have
 HZ1350.an estimated accuracy of +/- 6 seconds.
 HZ1350
 HZ1350.The orthometric height was determined by differential leveling
 HZ1350.and adjusted by the National Geodetic Survey in June 1991..
 HZ1350
 HZ1350.The geoid height was determined by GEOID03.
 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     -   337,000.       79,030.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1350.See file dsdata.txt to determine how the superseded data were derived.
 HZ1350
 HZ1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH956378(NAD 83)
 HZ1350_MARKER: DR = REFERENCE MARK DISK
 HZ1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1350_STAMPING: EDWARD NO 1 1947
 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             NGS
 HZ1350  HISTORY     - 1973     POOR             NGS
 HZ1350
 HZ1350                          STATION DESCRIPTION
 HZ1350
 HZ1350'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA2236 ***********************************************************************
 LA2236  DESIGNATION -  EEL
 LA2236  PID         -  LA2236
 LA2236  STATE/COUNTY-  IN/WABASH
 LA2236  USGS QUAD   -  ROANN (1994)
 LA2236
 LA2236                         *CURRENT SURVEY CONTROL
 LA2236  ___________________________________________________________________
 LA2236* NAD 83(1997)-  40 54 42.25058(N)    085 53 20.62946(W)     ADJUSTED  
 LA2236* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 LA2236  ___________________________________________________________________
 LA2236  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 LA2236  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 LA2236
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2236
 LA2236.The geoid height was determined by GEOID03.
 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     -   0.99996803  x   0.99997099  =   0.99993902
 LA2236!UTM  16      -   0.99996803  x   0.99970773  =   0.99967577
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2236.See file dsdata.txt to determine how the superseded data were derived.
 LA2236
 LA2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9355729553(NAD 83)
 LA2236_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2236
 LA2236  HISTORY     - Date     Condition        Report By
 LA2236  HISTORY     - 1947     MONUMENTED       CGS
 LA2236  HISTORY     - 1948     SEE DESCRIPTION  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
 LA2236'MILE SOUTH OF THE JUNCTION OF STATE HIGHWAYS 15 AND 16 ON LAND OWNED
 LA2236'BY H. HAUPERT.  IT IS 27 FEET SOUTH OF
 LA2236'A 15 INCH MAPLE TREE, 16 FEET NORTHWEST OF THE NORTHWEST
 LA2236'CORNER OF THE BARN AND 14 FEET EAST OF THE EAST
 LA2236'RIGHT-OF-WAY FENCE LINE AND A WHITE WITNESS
 LA2236'POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 LA2236'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
 LA2236'IS 38 FEET WEST OF THE CENTER OF HIGHWAY 15.  THE MARK PROJECTS ABOUT
 LA2236'3 INCHES AND THE DISK IS STAMPED EEL
 LA2236'NO 1 1947.
 LA2236'
 LA2236'REFERENCE MARK NO. 2 IS 106.67 FEET NORTHEAST OF THE STATION.  IT IS
 LA2236'6 FEET SOUTHWEST OF THE N.W.
 LA2236'CORNER OF A TOOL SHED AND 3 FEET WEST OF THE WEST SIDE OF THE SHED.
 LA2236'THE MARK IS FLUSH AND THE DISK IS
 LA2236'STAMPED 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
 LA2236'NORTHEAST OF A T-ROAD INTERSECTION, 17 FEET SOUTH OF THE CENTER OF
 LA2236'HIGHWAY 16 AND 4 FEET EAST OF A WHITE
 LA2236'WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK
 LA2236'IS 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
 LA2236'0.3 MILE TO A T-ROAD LEFT AND STATION ON 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
 LA2236'MARKS WERE FOUND
 LA2236'IN GOOD CONDITION.  EXCEPTIONS NOTED WERE- DIRECTION TO AZIMUTH MARK
 LA2236'FAILED TO CHECK.  DESCRIPTION OF
 LA2236'AZIMUTH MARK SHOULD READ NORTH FROM THE CENTER OF
 LA2236'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,
 LA2236'1950 AND L. W.
 LA2236'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
 LA2236'IN 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
 LA2236'BREAK (LEFT FOR EASY ACCESS) IN A CONCRETE RETAINING WALL AROUND A
 LA2236'FLOWER BED BETWEEN THE CHICKEN HOUSE AND TRACTOR SHED.  THE RESET
 LA2236'WAS VERY CLOSE, AS INDICATED BY THE CHECK MEASUREMENT.  RM-2 IS
 LA2236'ABOUT 6 INCHES 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
 LA2236'AND IS NOT A MONUMENT STATION.  THE MERIDIAN AZIMUTH IS RECORDED IN
 LA2236'THE 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 = OCTOBER  6, 2006
 LB2287 ***********************************************************************
 LB2287  DESIGNATION -  EFFNER
 LB2287  PID         -  LB2287
 LB2287  STATE/COUNTY-  IN/NEWTON
 LB2287  USGS QUAD   -  SHELDON (1980)
 LB2287
 LB2287                         *CURRENT SURVEY CONTROL
 LB2287  ___________________________________________________________________
 LB2287* NAD 83(1997)-  40 46 34.31312(N)    087 31 31.56615(W)     ADJUSTED  
 LB2287* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 LB2287  ___________________________________________________________________
 LB2287  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 LB2287  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 LB2287
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2287
 LB2287.The geoid height was determined by GEOID03.
 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;SPC IL E     -   456,502.871   368,200.701   MT  1.00003223   +0 31 39.6
 LB2287;SPC IL E     - 1,497,709.84  1,208,005.13   sFT  1.00003223   +0 31 39.6
 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!SPC IL E     -   0.99997273  x   1.00003223  =   1.00000496
 LB2287!UTM  16      -   0.99997273  x   0.99962420  =   0.99959694
 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 USGS 1947                   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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2287.See file dsdata.txt to determine how the superseded data were derived.
 LB2287
 LB2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5566114046(NAD 83)
 LB2287_MARKER: DS = TRIANGULATION STATION DISK
 LB2287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1740 ***********************************************************************
 JA1740  DESIGNATION -  EISENMENGER
 JA1740  PID         -  JA1740
 JA1740  STATE/COUNTY-  IN/HARRISON
 JA1740  USGS QUAD   -  CORYDON EAST (1994)
 JA1740
 JA1740                         *CURRENT SURVEY CONTROL
 JA1740  ___________________________________________________________________
 JA1740* NAD 83(1997)-  38 10 13.91363(N)    086 01 40.85632(W)     ADJUSTED  
 JA1740* NAVD 88     -       220.     (meters)     722.     (feet)  SCALED    
 JA1740  ___________________________________________________________________
 JA1740  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 JA1740  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JA1740
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1740
 JA1740.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 JA1740| PID    Reference Object                     Distance      Geod. Az  |
 JA1740|                                                           dddmmss.s |
 JA1740| CG8578 EISENMENGER RM 2                     26.670 METERS 01137     |
 JA1740| JA1741 W 36 USGS 1947                        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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1740.See file dsdata.txt to determine how the superseded data were derived.
 JA1740
 JA1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8514125182(NAD 83)
 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 = OCTOBER  6, 2006
 LB2522 ***********************************************************************
 LB2522  DESIGNATION -  EKIN
 LB2522  PID         -  LB2522
 LB2522  STATE/COUNTY-  IN/HAMILTON
 LB2522  USGS QUAD   -  SHERIDAN (1992)
 LB2522
 LB2522                         *CURRENT SURVEY CONTROL
 LB2522  ___________________________________________________________________
 LB2522* NAD 83(1997)-  40 12 11.10001(N)    086 09 41.31613(W)     ADJUSTED  
 LB2522* NAVD 88     -       277.8    (meters)     911.     (feet)  GPS OBS   
 LB2522  ___________________________________________________________________
 LB2522  X           -     326,581.229 (meters)                     COMP
 LB2522  Y           -  -4,867,424.672 (meters)                     COMP
 LB2522  Z           -   4,095,391.136 (meters)                     COMP
 LB2522  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 LB2522  ELLIP HEIGHT-         243.58  (meters)          (03/12/99) GPS OBS
 LB2522  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 LB2522
 LB2522  HORZ ORDER  -  B
 LB2522  ELLP ORDER  -  FIRST     CLASS II
 LB2522
 LB2522.The horizontal coordinates were established by GPS observations
 LB2522.and adjusted by the National Geodetic Survey in March 1999..
 LB2522
 LB2522.The orthometric height was determined by GPS observations and a
 LB2522.high-resolution geoid model.
 LB2522
 LB2522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2522
 LB2522.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2522
 LB2522.The ellipsoidal height was determined by GPS observations
 LB2522.and is referenced to NAD 83.
 LB2522
 LB2522.The geoid height was determined by GEOID03.
 LB2522
 LB2522;                    North         East     Units Scale Factor Converg.
 LB2522;SPC IN E     -   550,183.987    57,873.019   MT  0.99998850   -0 19 09.9
 LB2522;SPC IN E     - 1,805,061.96    189,871.73   sFT  0.99998850   -0 19 09.9
 LB2522;SPC IN W     -   550,474.146   978,485.146   MT  1.00004247   +0 35 42.3
 LB2522;SPC IN W     - 1,806,013.93  3,210,246.68   sFT  1.00004247   +0 35 42.3
 LB2522;UTM  16      - 4,450,634.975   571,364.035   MT  0.99966269   +0 32 28.6
 LB2522
 LB2522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2522!SPC IN E     -   0.99996179  x   0.99998850  =   0.99995029
 LB2522!SPC IN W     -   0.99996179  x   1.00004247  =   1.00000426
 LB2522!UTM  16      -   0.99996179  x   0.99966269  =   0.99962449
 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 1062846.2 |
 LB2522| LB2504 CICERO MUNICIPAL TANK               APPROX.14.9 KM 1221127.3 |
 LB2522| CC8646 EKIN RM 2                            47.226 METERS 18349     |
 LB2522| LB2521 WILSON MILK STK NEAR SHERIDAN       APPROX. 9.3 KM 2102809.1 |
 LB2522|---------------------------------------------------------------------|
 LB2522
 LB2522                          SUPERSEDED SURVEY CONTROL
 LB2522
 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
 LB2522.Superseded values are not recommended for survey control.
 LB2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2522.See file dsdata.txt to determine how the superseded data were derived.
 LB2522
 LB2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7136450635(NAD 83)
 LB2522_MARKER: DS = TRIANGULATION STATION DISK
 LB2522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2522_SP_SET: CONCRETE POST
 LB2522_STAMPING: EKIN 1934
 LB2522_MARK LOGO: CGS   
 LB2522_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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 - December 01, 2003
 LB2522
 LB2522  HISTORY     - Date     Condition        Report By
 LB2522  HISTORY     - 1934     MONUMENTED       CGS
 LB2522  HISTORY     - 1934     GOOD             CGS
 LB2522  HISTORY     - 19920715 GOOD             MSE
 LB2522  HISTORY     - 19980722 GOOD             WOOLPT
 LB2522  HISTORY     - 20031201 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 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8274 ***********************************************************************
 AJ8274  PACS        -  This is a Primary Airport Control Station.
 AJ8274  DESIGNATION -  EKM A
 AJ8274  PID         -  AJ8274
 AJ8274  STATE/COUNTY-  IN/ELKHART
 AJ8274  USGS QUAD   -  ELKHART (1994)
 AJ8274
 AJ8274                         *CURRENT SURVEY CONTROL
 AJ8274  ___________________________________________________________________
 AJ8274* NAD 83(1997)-  41 43 23.94346(N)    085 59 31.36316(W)     ADJUSTED  
 AJ8274* NAVD 88     -       236.41   (meters)     775.6    (feet)  GPS OBS   
 AJ8274  ___________________________________________________________________
 AJ8274  X           -     333,235.340 (meters)                     COMP
 AJ8274  Y           -  -4,755,998.375 (meters)                     COMP
 AJ8274  Z           -   4,222,851.476 (meters)                     COMP
 AJ8274  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 AJ8274  ELLIP HEIGHT-         202.83  (meters)          (11/27/02) GPS OBS
 AJ8274  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 AJ8274
 AJ8274  HORZ ORDER  -  B
 AJ8274  ELLP ORDER  -  FOURTH    CLASS I
 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 November 2002..
 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 NAVD 88 network.
 AJ8274
 AJ8274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8274
 AJ8274.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8274
 AJ8274.The ellipsoidal height was determined by GPS observations
 AJ8274.and is referenced to NAD 83.
 AJ8274
 AJ8274.The geoid height was determined by GEOID03.
 AJ8274
 AJ8274;                    North         East     Units Scale Factor Converg.
 AJ8274;SPC IN E     -   718,938.993    72,926.553   MT  0.99997568   -0 12 59.6
 AJ8274;SPC IN E     - 2,358,719.01    239,259.87   sFT  0.99997568   -0 12 59.6
 AJ8274;UTM  16      - 4,619,548.059   583,837.546   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                          SUPERSEDED SURVEY CONTROL
 AJ8274
 AJ8274  NAD 83(1997)-  41 43 23.94336(N)    085 59 31.36323(W) AD(       ) B
 AJ8274
 AJ8274.Superseded values are not recommended for survey control.
 AJ8274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8274.See file dsdata.txt to determine how the superseded data were derived.
 AJ8274
 AJ8274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM8383819548(NAD 83)
 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 - May 01, 2001
 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
 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' 
 AJ8274' 
 AJ8274' 
 AJ8274'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8275 ***********************************************************************
 AJ8275  SACS        -  This is a Secondary Airport Control Station.
 AJ8275  DESIGNATION -  EKM B
 AJ8275  PID         -  AJ8275
 AJ8275  STATE/COUNTY-  IN/ELKHART
 AJ8275  USGS QUAD   -  OSCEOLA (1994)
 AJ8275
 AJ8275                         *CURRENT SURVEY CONTROL
 AJ8275  ___________________________________________________________________
 AJ8275* NAD 83(1997)-  41 43 19.22828(N)    086 00 52.80659(W)     ADJUSTED  
 AJ8275* NAVD 88     -       234.99   (meters)     771.0    (feet)  GPS OBS   
 AJ8275  ___________________________________________________________________
 AJ8275  X           -     331,364.067 (meters)                     COMP
 AJ8275  Y           -  -4,756,225.088 (meters)                     COMP
 AJ8275  Z           -   4,222,741.930 (meters)                     COMP
 AJ8275  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 AJ8275  ELLIP HEIGHT-         201.38  (meters)          (11/27/02) GPS OBS
 AJ8275  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 AJ8275
 AJ8275  HORZ ORDER  -  FIRST
 AJ8275  ELLP ORDER  -  FOURTH    CLASS I
 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 November 2002..
 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 NAVD 88 network.
 AJ8275
 AJ8275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8275
 AJ8275.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8275
 AJ8275.The ellipsoidal height was determined by GPS observations
 AJ8275.and is referenced to NAD 83.
 AJ8275
 AJ8275.The geoid height was determined by GEOID03.
 AJ8275
 AJ8275;                    North         East     Units Scale Factor Converg.
 AJ8275;SPC IN E     -   718,800.886    71,043.579   MT  0.99997698   -0 13 53.8
 AJ8275;SPC IN E     - 2,358,265.91    233,082.14   sFT  0.99997698   -0 13 53.8
 AJ8275;UTM  16      - 4,619,380.855   581,957.486   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                          SUPERSEDED SURVEY CONTROL
 AJ8275
 AJ8275  NAD 83(1997)-  41 43 19.22818(N)    086 00 52.80666(W) AD(       ) 1
 AJ8275  ELLIP H (03/18/02)  201.39   (m)                       GP(       ) 4 1
 AJ8275
 AJ8275.Superseded values are not recommended for survey control.
 AJ8275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8275.See file dsdata.txt to determine how the superseded data were derived.
 AJ8275
 AJ8275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM8195719381(NAD 83)
 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 - May 01, 2001
 AJ8275
 AJ8275  HISTORY     - Date     Condition        Report By
 AJ8275  HISTORY     - 20010501 MONUMENTED       WOOLPT
 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' 
 AJ8275' 
 AJ8275' 
 AJ8275'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8276 ***********************************************************************
 AJ8276  SACS        -  This is a Secondary Airport Control Station.
 AJ8276  DESIGNATION -  EKM C
 AJ8276  PID         -  AJ8276
 AJ8276  STATE/COUNTY-  IN/ELKHART
 AJ8276  USGS QUAD   -  ELKHART (1994)
 AJ8276
 AJ8276                         *CURRENT SURVEY CONTROL
 AJ8276  ___________________________________________________________________
 AJ8276* NAD 83(1997)-  41 42 36.45566(N)    085 59 31.27141(W)     ADJUSTED  
 AJ8276* NAVD 88     -       234.30   (meters)     768.7    (feet)  GPS OBS   
 AJ8276  ___________________________________________________________________
 AJ8276  X           -     333,305.491 (meters)                     COMP
 AJ8276  Y           -  -4,756,969.236 (meters)                     COMP
 AJ8276  Z           -   4,221,756.408 (meters)                     COMP
 AJ8276  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 AJ8276  ELLIP HEIGHT-         200.70  (meters)          (11/27/02) GPS OBS
 AJ8276  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 AJ8276
 AJ8276  HORZ ORDER  -  FIRST
 AJ8276  ELLP ORDER  -  FOURTH    CLASS I
 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 November 2002..
 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 NAVD 88 network.
 AJ8276
 AJ8276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8276
 AJ8276.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8276
 AJ8276.The ellipsoidal height was determined by GPS observations
 AJ8276.and is referenced to NAD 83.
 AJ8276
 AJ8276.The geoid height was determined by GEOID03.
 AJ8276
 AJ8276;                    North         East     Units Scale Factor Converg.
 AJ8276;SPC IN E     -   717,473.930    72,923.137   MT  0.99997569   -0 12 59.3
 AJ8276;SPC IN E     - 2,353,912.39    239,248.66   sFT  0.99997569   -0 12 59.3
 AJ8276;UTM  16      - 4,618,083.543   583,856.813   MT  0.99968653   +0 40 14.6
 AJ8276
 AJ8276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8276!SPC IN E     -   0.99996852  x   0.99997569  =   0.99994421
 AJ8276!UTM  16      -   0.99996852  x   0.99968653  =   0.99965506
 AJ8276
 AJ8276                          SUPERSEDED SURVEY CONTROL
 AJ8276
 AJ8276  NAD 83(1997)-  41 42 36.45556(N)    085 59 31.27148(W) AD(       ) 1
 AJ8276
 AJ8276.Superseded values are not recommended for survey control.
 AJ8276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8276.See file dsdata.txt to determine how the superseded data were derived.
 AJ8276
 AJ8276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM8385718084(NAD 83)
 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.
 AJ8276' 
 AJ8276' 
 AJ8276' 
 AJ8276' 
 AJ8276'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2020 ***********************************************************************
 JA2020  DESIGNATION -  ELEVATOR 1968
 JA2020  PID         -  JA2020
 JA2020  STATE/COUNTY-  IN/GIBSON
 JA2020  USGS QUAD   -  PRINCETON (1989)
 JA2020
 JA2020                         *CURRENT SURVEY CONTROL
 JA2020  ___________________________________________________________________
 JA2020* NAD 83(1997)-  38 21 00.84278(N)    087 32 23.63066(W)     ADJUSTED  
 JA2020* NAVD 88     -       162.     (meters)     531.     (feet)  SCALED    
 JA2020  ___________________________________________________________________
 JA2020  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 JA2020  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JA2020
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2020
 JA2020.The geoid height was determined by GEOID03.
 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  =   0.99960696
 JA2020
 JA2020:                Primary Azimuth Mark                     Grid Az
 JA2020:SPC IN W     -  HAZELTON TEL MICROWAVE KSN 89            015 17 58.7
 JA2020:UTM  16      -  HAZELTON TEL MICROWAVE KSN 89            015 21 04.9
 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 1968 AZ MK                 APPROX. 1.2 KM 2932519.1 |
 JA2020| JA2019 ELEVATOR 1968 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2020.See file dsdata.txt to determine how the superseded data were derived.
 JA2020
 JA2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5282544813(NAD 83)
 JA2020_MARKER: DS = TRIANGULATION STATION DISK
 JA2020_SETTING: 0 = UNSPECIFIED SETTING
 JA2020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA2020
 JA2020  HISTORY     - Date     Condition        Report By
 JA2020  HISTORY     - 1968     MONUMENTED       CGS
 JA2020
 JA2020                          STATION DESCRIPTION
 JA2020
 JA2020'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2020'STATION IS LOCATED ABOUT 1.5 MILE EAST OF PRINCETON, ON SOUTH SIDE OF
 JA2020'STATE HIGHWAY 64,
 JA2020'ON TOP OF THE CONCRETE GIBSON COUNTY FARM COOP
 JA2020'ELEVATOR AND ON THE NORTH SIDE OF
 JA2020'THE HIGH HOUSE.
 JA2020'
 JA2020'TO REACH FROM THE JUNCTION SQUARE IN PRINCETON, GO EAST ON STATE
 JA2020'HIGHWAY 64 FOR 1.6
 JA2020'MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 JA2020'SOUTH FOR 0.1 MILE TO A DRIVEWAY
 JA2020'RIGHT JUST AFTER CROSSING RAILROAD
 JA2020'TRACKS.  TURN RIGHT AND GO WESTERLY ON DRIVEWAY FOR
 JA2020'0.05 MILE TO
 JA2020'STATION ON TOP OF ELEVATOR AS DESCRIBED.
 JA2020'
 JA2020'STATION MARK, A STANDARD DISK STAMPED ELEVATOR 1967, IS SET IN A
 JA2020'DRILL HOLE IN
 JA2020'CONCRETE FLOOR OF ROOF OF ELEVATOR.  IT IS 20.2 FEET
 JA2020'NORTHWEST OF THE CENTER OF AN
 JA2020'AIR VENT, 17.8 FEET NORTHWEST OF THE
 JA2020'NORTHEAST CORNER OF THE HIGH HOUSE, 17.3 FEET
 JA2020'SOUTHEAST OF CENTER OF
 JA2020'AN AIR VENT AND 8.8 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 JA2020'HIGH HOUSE.
 JA2020'
 JA2020'RM 1, STAMPED ELEVATOR NO 1 1967, IS SET ABOUT 2 INCHES BELOW THE
 JA2020'SURFACE OF THE
 JA2020'GROUND.  IT IS 62 FEET SOUTH OF THE SOUTHWEST CORNER
 JA2020'OF OLD GRAIN ELEVATOR NORTH OF
 JA2020'RIALROAD TRACKS, 34 FEET SOUTH OF
 JA2020'SOUTH RAIL OF RAILROAD TRACK, 20 FEET
 JA2020'SOUTH-SOUTHWEST OF SOUTHWEST
 JA2020'LEG OF STEEL TOWER (BETWEEN ELEVATORS) AND 11 FEET
 JA2020'WEST-NORTHWEST OF
 JA2020'CENTER OF NORTH SIDE OF CENTER SILO OF ELEVATOR BUILDING.
 JA2020'
 JA2020'AZIMUTH MARK, STAMPED ELEVATOR 1967, IS SET FLUSH WITH THE GROUND.
 JA2020'IT IS 171 FEET
 JA2020'EAST OF CENTER OF SOUTH MADISION STREET, 146 FEET WEST
 JA2020'OF CENTER OF ROAD, 137 FEET NORTH
 JA2020'OF NORTHWEST CORNER OF LARGE
 JA2020'WAREHOUSE BUILDING AND 65 FEET SOUTH OF POWER LINE
 JA2020'POLE NUMBER 67341.
 JA2020'
 JA2020'SEE MR GEORGE MILLER FOR PERMISSION TO GO ON TOP OF ELEVATOR BUILDING
 JA2020'AND MR NURRENBURN,
 JA2020'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 = OCTOBER  6, 2006
 JA2018 ***********************************************************************
 JA2018  DESIGNATION -  ELEVATOR 1968 AZ MK
 JA2018  PID         -  JA2018
 JA2018  STATE/COUNTY-  IN/GIBSON
 JA2018  USGS QUAD   -  PRINCETON (1989)
 JA2018
 JA2018                         *CURRENT SURVEY CONTROL
 JA2018  ___________________________________________________________________
 JA2018* NAD 83(1997)-  38 21 16.69900(N)    087 33 10.12207(W)     ADJUSTED  
 JA2018* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 JA2018  ___________________________________________________________________
 JA2018  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 JA2018  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JA2018
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2018
 JA2018.The geoid height was determined by GEOID03.
 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     -   0.99998064  x   0.99998740  =   0.99996804
 JA2018!UTM  16      -   0.99998064  x   0.99962873  =   0.99960938
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2018.See file dsdata.txt to determine how the superseded data were derived.
 JA2018
 JA2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5169945309(NAD 83)
 JA2018_MARKER: DZ = AZIMUTH MARK DISK
 JA2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA2018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2018+STABILITY: SURFACE MOTION
 JA2018
 JA2018  HISTORY     - Date     Condition        Report By
 JA2018  HISTORY     - 1968     MONUMENTED       CGS
 JA2018
 JA2018                          STATION DESCRIPTION
 JA2018
 JA2018'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 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 = OCTOBER  6, 2006
 JA2019 ***********************************************************************
 JA2019  DESIGNATION -  ELEVATOR 1968 RM 1
 JA2019  PID         -  JA2019
 JA2019  STATE/COUNTY-  IN/GIBSON
 JA2019  USGS QUAD   -  PRINCETON (1989)
 JA2019
 JA2019                         *CURRENT SURVEY CONTROL
 JA2019  ___________________________________________________________________
 JA2019* NAD 83(1997)-  38 21 00.95856(N)    087 32 23.63588(W)     ADJUSTED  
 JA2019* NAVD 88     -       162.     (meters)     531.     (feet)  SCALED    
 JA2019  ___________________________________________________________________
 JA2019  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 JA2019  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JA2019
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2019
 JA2019.The geoid height was determined by GEOID03.
 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  =   0.99960696
 JA2019
 JA2019|---------------------------------------------------------------------|
 JA2019| PID    Reference Object                     Distance      Geod. Az  |
 JA2019|                                                           dddmmss.s |
 JA2019| JA2020 ELEVATOR 1968                         3.572 METERS 17758     |
 JA2019| JA2018 ELEVATOR 1968 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2019.See file dsdata.txt to determine how the superseded data were derived.
 JA2019
 JA2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5282544817(NAD 83)
 JA2019_MARKER: DR = REFERENCE MARK DISK
 JA2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA2019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2019+STABILITY: SURFACE MOTION
 JA2019
 JA2019  HISTORY     - Date     Condition        Report By
 JA2019  HISTORY     - 1968     MONUMENTED       CGS
 JA2019
 JA2019                          STATION DESCRIPTION
 JA2019
 JA2019'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2019'STATION IS LOCATED ABOUT 1.5 MILE EAST OF PRINCETON, ON SOUTH SIDE OF
 JA2019'STATE HIGHWAY 64,
 JA2019'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
 JA2019'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 62 FEET
 JA2019'SOUTH OF THE SOUTHWEST CORNER OF
 JA2019'OLD GRAIN ELEVATOR NORTH OF RAILROAD
 JA2019'TRACKS, 34 FEET SOUTH OF SOUTH RAIL OF RAILROAD
 JA2019'TRACKS, 20 FEET
 JA2019'SOUTH-SOUTHWEST OF SOUTHWEST LEG OF STEEL TOWER (BETWEEEN
 JA2019'ELEVATORS) AND 11
 JA2019'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
 JA2019'IS (11.72 FEET)
 JA2019'3.5724 METERS.
 JA2019'
 JA2019'TO REACH THE STATION REFER TO THE DESCRIPTION OF STATION ELEVATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1934 ***********************************************************************
 KA1934  DESIGNATION -  ELEVATOR RESET
 KA1934  PID         -  KA1934
 KA1934  STATE/COUNTY-  IN/MARION
 KA1934  USGS QUAD   -  BEECH GROVE (1980)
 KA1934
 KA1934                         *CURRENT SURVEY CONTROL
 KA1934  ___________________________________________________________________
 KA1934* NAD 83(1997)-  39 44 27.01881(N)    086 06 06.64739(W)     ADJUSTED  
 KA1934* NAVD 88     -       239.16   (+/-2cm)     784.6    (feet)  VERTCON   
 KA1934  ___________________________________________________________________
 KA1934  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 KA1934  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KA1934
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1934
 KA1934.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1934
 KA1934.The geoid height was determined by GEOID03.
 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     -   0.99996774  x   0.99998379  =   0.99995153
 KA1934!UTM  16      -   0.99996774  x   0.99967291  =   0.99964066
 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 (07/19/86)  239.29   (m)          785.1    (f) LEVELING    3  
 KA1934
 KA1934.Superseded values are not recommended for survey control.
 KA1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1934.See file dsdata.txt to determine how the superseded data were derived.
 KA1934
 KA1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7695699379(NAD 83)
 KA1934_MARKER: DS = TRIANGULATION STATION DISK
 KA1934_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 HZ2353 ***********************************************************************
 HZ2353  DESIGNATION -  ELK RESET
 HZ2353  PID         -  HZ2353
 HZ2353  STATE/COUNTY-  IN/WASHINGTON
 HZ2353  USGS QUAD   -  LITTLE YORK (1993)
 HZ2353
 HZ2353                         *CURRENT SURVEY CONTROL
 HZ2353  ___________________________________________________________________
 HZ2353* NAD 83(1997)-  38 39 03.78897(N)    085 58 30.52682(W)     ADJUSTED  
 HZ2353* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 HZ2353  ___________________________________________________________________
 HZ2353  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 HZ2353  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HZ2353
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2353
 HZ2353.The geoid height was determined by GEOID03.
 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     -   0.99995727  x   0.99997554  =   0.99993281
 HZ2353!UTM  16      -   0.99995727  x   0.99969793  =   0.99965521
 HZ2353
 HZ2353:                Primary Azimuth Mark                     Grid Az
 HZ2353:SPC IN E     -  LOUISVILLE INDIANAP AWY BN 3             036 20 43.4
 HZ2353:UTM  16      -  LOUISVILLE INDIANAP AWY BN 3             035 30 45.3
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2353.See file dsdata.txt to determine how the superseded data were derived.
 HZ2353
 HZ2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8917978553(NAD 83)
 HZ2353_MARKER: DS = TRIANGULATION STATION DISK
 HZ2353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA1966 ***********************************************************************
 KA1966  DESIGNATION -  ELKHART
 KA1966  PID         -  KA1966
 KA1966  STATE/COUNTY-  IN/JOHNSON
 KA1966  USGS QUAD   -  FRANKLIN (1994)
 KA1966
 KA1966                         *CURRENT SURVEY CONTROL
 KA1966  ___________________________________________________________________
 KA1966* NAD 83(1997)-  39 29 57.81621(N)    086 03 29.24652(W)     ADJUSTED  
 KA1966* NAVD 88     -       228.98   (+/-2cm)     751.2    (feet)  VERTCON   
 KA1966  ___________________________________________________________________
 KA1966  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 KA1966  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KA1966
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1966
 KA1966.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1966
 KA1966.The geoid height was determined by GEOID03.
 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  =   0.99994991
 KA1966!UTM  16      -   0.99996929  x   0.99968074  =   0.99965004
 KA1966
 KA1966:                Primary Azimuth Mark                     Grid Az
 KA1966:SPC IN E     -  FRANKLIN MFG CO WATER TANK               139 41 45.9
 KA1966:UTM  16      -  FRANKLIN MFG CO WATER TANK               138 50 52.6
 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  NGVD 29 (07/19/86)  229.10   (m)          751.6    (f) LEVELING    3  
 KA1966
 KA1966.Superseded values are not recommended for survey control.
 KA1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1966.See file dsdata.txt to determine how the superseded data were derived.
 KA1966
 KA1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8098372621(NAD 83)
 KA1966_MARKER: DS = TRIANGULATION STATION DISK
 KA1966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1966
 KA1966  HISTORY     - Date     Condition        Report By
 KA1966  HISTORY     - 1920     MONUMENTED       CGS
 KA1966  HISTORY     - 1952     GOOD             CGS
 KA1966  HISTORY     - 1973     GOOD             BRADY
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1724 ***********************************************************************
 MD1724  DESIGNATION -  ELKHART
 MD1724  PID         -  MD1724
 MD1724  STATE/COUNTY-  IN/ELKHART
 MD1724  USGS QUAD   -  ELKHART (1994)
 MD1724
 MD1724                         *CURRENT SURVEY CONTROL
 MD1724  ___________________________________________________________________
 MD1724* NAD 83(1997)-  41 41 04.72007(N)    085 57 06.87133(W)     ADJUSTED  
 MD1724* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 MD1724  ___________________________________________________________________
 MD1724  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 MD1724  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 MD1724
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1724
 MD1724.The geoid height was determined by GEOID03.
 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;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     -   0.99996921  x   0.99997360  =   0.99994281
 MD1724!UTM  16      -   0.99996921  x   0.99969363  =   0.99966285
 MD1724
 MD1724:                Primary Azimuth Mark                     Grid Az
 MD1724:SPC IN E     -  ELKHART CO HOME WATER TANK               147 47 26.1
 MD1724:UTM  16      -  ELKHART CO HOME WATER TANK               146 54 13.8
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1724.See file dsdata.txt to determine how the superseded data were derived.
 MD1724
 MD1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM8722815294(NAD 83)
 MD1724_MARKER: DS = TRIANGULATION STATION DISK
 MD1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1724_STAMPING: ELKHART 1947
 MD1724_MARK LOGO: CGS   
 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
 MD1724'ELKHART.  IT IS 71 FEET WEST OF THE INTERSECTION OF GLADSTONE AVENUE
 MD1724'AND GOSHEN AVENUE, 60 FEET
 MD1724'SOUTHWEST OF THE INTERSECTION OF U.S. HIGHWAY NO. 20 AND RAILROAD
 MD1724'TRACK, 59 FEET WEST OF THE CENTERLINE OF
 MD1724'HIGHWAY, 40 FEET SOUTH OF THE SOUTH RAIL
 MD1724'OF RAILROAD AND 14 FEET NORTH OF A WHITE WITNESS POST AND A
 MD1724'FENCELINE.  THE MARK IS FLUSH AND THE
 MD1724'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
 MD1724'CENTERLINE OF HIGHWAY AND IN THE EAST EDGE OF THE SIDEWALK.  THE DISK
 MD1724'IS A STANDARD USC AND GS BRONZE DISK
 MD1724'SET FLUSH IN A DRILL HOLE IN THE SIDEWALK AND IS STAMPED ELKHART NO 1
 MD1724'1947.
 MD1724'
 MD1724'REFERENCE MARK NO. 2 IS 123.96 FEET SOUTHWEST OF THE STATION.  IT IS
 MD1724'52 FEET SOUTH OF THE
 MD1724'SOUTH RAIL OF RAILROAD AND 1 FOOT NORTH OF THE FENCELINE.  THE MARK
 MD1724'IS FLUSH AND THE DISK IS STAMPED
 MD1724'ELKHART NO 2 1947.
 MD1724'
 MD1724'AZIMUTH MARK IS 0.15 MILE NORTH OF THE STATION.  IT IS 59 FEET WEST
 MD1724'OF THE CENTERLINE
 MD1724'OF U.S. HIGHWAY NO. 20, 19 FEET NORTH OF THE CENTER OF RICE CEMETERY
 MD1724'STREET AND 1 FOOT SOUTH OF A
 MD1724'WHITE WITNESS POST.  THE DISK IS A STANDARD USC AND GS BRONZE
 MD1724'DISK SET FLUSH IN A DRILL HOLE IN THE NORTH
 MD1724'EDGE OF THE SIDEWALK AND IS STAMPED
 MD1724'ELKHART 1947.
 MD1724'
 MD1724'TO REACH THE STATION FROM THE POST OFFICE IN ELKHART GO EAST AND
 MD1724'SOUTHEAST ON U.S.
 MD1724'HIGHWAY NO. 20 FOR 1.3 MILE TO AZIMUTH MARK ON THE RIGHT, CONTINUE
 MD1724'FOR 0.15 MILE, TO RAILROAD
 MD1724'CROSSING AND STATION ON THE 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.
 MD1724'
 MD1724'NO SEARCH WAS MADE FOR AZIMUTH MARK.
 MD1724'
 MD1724'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.
 MD1724'
 MD1724'ELKHART NO. 1 1947 FOUND AS DESCRIBED.
 MD1724'
 MD1724'ELKHART NO. 2 1947 FOUND AS DESCRIBED.
 MD1724'
 MD1724'AZIMUTH MARK SEARCHED FOR BUT NOT FOUND.  PRESUMED DESTROYED WHEN
 MD1724'HIGH SCHOOL WAS BUILT AND STREET WIDENED.
 MD1724'
 MD1724'DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED IN ELKHART,
 MD1724'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 (24.9
 MD1724'FT) NORTH OF THE NORTHEAST CORNER OF A GARAGE, LEVEL WITH THE TRACK,
 MD1724'AND THE MONUMENT PROJECTS 0.03 M (0.10 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1727 ***********************************************************************
 MD1727  DESIGNATION -  ELKHART CO HOME WATER TANK
 MD1727  PID         -  MD1727
 MD1727  STATE/COUNTY-  IN/ELKHART
 MD1727  USGS QUAD   -  ELKHART (1994)
 MD1727
 MD1727                         *CURRENT SURVEY CONTROL
 MD1727  ___________________________________________________________________
 MD1727* NAD 83(1997)-  41 37 35.24794(N)    085 54 09.73428(W)     ADJUSTED  
 MD1727* NAVD 88     -                                                        
 MD1727  ___________________________________________________________________
 MD1727  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 MD1727  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 MD1727
 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
 MD1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1727
 MD1727.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1727
 MD1727  NAD 83(1994)-  41 37 35.24883(N)    085 54 09.73821(W) AD(       ) 4
 MD1727  NAD 83(1986)-  41 37 35.24982(N)    085 54 09.74135(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1727.See file dsdata.txt to determine how the superseded data were derived.
 MD1727
 MD1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9140608885(NAD 83)
 MD1727
 MD1727  HISTORY     - Date     Condition        Report By
 MD1727  HISTORY     - 1947     MONUMENTED       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 = OCTOBER  6, 2006
 MD1726 ***********************************************************************
 MD1726  DESIGNATION -  ELKHART MUNICIPAL TANK
 MD1726  PID         -  MD1726
 MD1726  STATE/COUNTY-  IN/ELKHART
 MD1726  USGS QUAD   -  ELKHART (1994)
 MD1726
 MD1726                         *CURRENT SURVEY CONTROL
 MD1726  ___________________________________________________________________
 MD1726* NAD 83(1997)-  41 40 40.03158(N)    085 58 15.06393(W)     ADJUSTED  
 MD1726* NAVD 88     -                                                        
 MD1726  ___________________________________________________________________
 MD1726  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 MD1726  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MD1726
 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
 MD1726.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1726
 MD1726.The geoid height was determined by GEOID03.
 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;UTM  16      - 4,614,513.824   585,660.828   MT  0.99969030   +0 41 03.7
 MD1726
 MD1726                          SUPERSEDED SURVEY CONTROL
 MD1726
 MD1726  NAD 83(1994)-  41 40 40.03279(N)    085 58 15.06676(W) AD(       ) 4
 MD1726  NAD 83(1986)-  41 40 40.03313(N)    085 58 15.07030(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1726.See file dsdata.txt to determine how the superseded data were derived.
 MD1726
 MD1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM8566114514(NAD 83)
 MD1726
 MD1726  HISTORY     - Date     Condition        Report By
 MD1726  HISTORY     - 1947     MONUMENTED       CGS
 MD1726  HISTORY     - 1970     SEE DESCRIPTION  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
 MD1726'INTERSECTION OF BENHAM AVENUE AND LASALLE STREET.  IT IS A 10 LEGGED
 MD1726'STEEL STRUCTURE PAINTED SILVER ABOUT
 MD1726'100 FEET HIGH.  THE LEGEND ELKHART IS PAINTED IN BLACK LETTERS ON
 MD1726'THE NORTH AND SOUTH SIDES.  POINT
 MD1726'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 = OCTOBER  6, 2006
 MD1723 ***********************************************************************
 MD1723  DESIGNATION -  ELKHART YELLOW CR PACKING TANK
 MD1723  PID         -  MD1723
 MD1723  STATE/COUNTY-  IN/ELKHART
 MD1723  USGS QUAD   -  ELKHART (1994)
 MD1723
 MD1723                         *CURRENT SURVEY CONTROL
 MD1723  ___________________________________________________________________
 MD1723* NAD 83(1997)-  41 38 54.38429(N)    085 56 04.18050(W)     ADJUSTED  
 MD1723* NAVD 88     -                                                        
 MD1723  ___________________________________________________________________
 MD1723  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 MD1723  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MD1723
 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
 MD1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1723
 MD1723.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1723
 MD1723  NAD 83(1994)-  41 38 54.38536(N)    085 56 04.18407(W) AD(       ) 4
 MD1723  NAD 83(1986)-  41 38 54.38616(N)    085 56 04.18712(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1723.See file dsdata.txt to determine how the superseded data were derived.
 MD1723
 MD1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM8872711292(NAD 83)
 MD1723
 MD1723  HISTORY     - Date     Condition        Report By
 MD1723  HISTORY     - 1947     MONUMENTED       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 = OCTOBER  6, 2006
 MD1701 ***********************************************************************
 MD1701  DESIGNATION -  ELKHT F7 INHC
 MD1701  PID         -  MD1701
 MD1701  STATE/COUNTY-  IN/ELKHART
 MD1701  USGS QUAD   -  MIDDLEBURY (1994)
 MD1701
 MD1701                         *CURRENT SURVEY CONTROL
 MD1701  ___________________________________________________________________
 MD1701* NAD 83(1997)-  41 43 33.07989(N)    085 41 03.05098(W)     ADJUSTED  
 MD1701* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 MD1701  ___________________________________________________________________
 MD1701  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 MD1701  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 MD1701
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1701
 MD1701.The geoid height was determined by GEOID03.
 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;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  =   0.99992958
 MD1701!UTM  16      -   0.99996289  x   0.99974739  =   0.99971029
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1701.See file dsdata.txt to determine how the superseded data were derived.
 MD1701
 MD1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM0944120175(NAD 83)
 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 = OCTOBER  6, 2006
 HA1551 ***********************************************************************
 HA1551  DESIGNATION -  ELLERBUSCH
 HA1551  PID         -  HA1551
 HA1551  STATE/COUNTY-  IN/WARRICK
 HA1551  USGS QUAD   -  NEWBURGH (1980)
 HA1551
 HA1551                         *CURRENT SURVEY CONTROL
 HA1551  ___________________________________________________________________
 HA1551* NAD 83(1997)-  37 57 41.65052(N)    087 24 45.03526(W)     ADJUSTED  
 HA1551* NAVD 88     -       158.     (meters)     518.     (feet)  SCALED    
 HA1551  ___________________________________________________________________
 HA1551  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 HA1551  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HA1551
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1551
 HA1551.The geoid height was determined by GEOID03.
 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     -   0.99998009  x   0.99997697  =   0.99995706
 HA1551!SPC KY1Z     -   0.99998009  x   0.99990604  =   0.99988614
 HA1551!SPC KY S     -   0.99998009  x   1.00000528  =   0.99998537
 HA1551!UTM  16      -   0.99998009  x   0.99961617  =   0.99959627
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1551.See file dsdata.txt to determine how the superseded data were derived.
 HA1551
 HA1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH6376401631(NAD 83)
 HA1551_MARKER: DS = TRIANGULATION STATION DISK
 HA1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1551_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2588 ***********************************************************************
 LB2588  DESIGNATION -  ELLIOT
 LB2588  PID         -  LB2588
 LB2588  STATE/COUNTY-  IN/TIPPECANOE
 LB2588  USGS QUAD   -  STOCKWELL (1980)
 LB2588
 LB2588                         *CURRENT SURVEY CONTROL
 LB2588  ___________________________________________________________________
 LB2588* NAD 83(1997)-  40 22 28.51170(N)    086 50 00.23218(W)     ADJUSTED  
 LB2588* NAVD 88     -       202.     (meters)     663.     (feet)  SCALED    
 LB2588  ___________________________________________________________________
 LB2588  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 LB2588  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 LB2588
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2588
 LB2588.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2588.See file dsdata.txt to determine how the superseded data were derived.
 LB2588
 LB2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1414369347(NAD 83)
 LB2588_MARKER: DS = TRIANGULATION STATION DISK
 LB2588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1770 ***********************************************************************
 JA1770  DESIGNATION -  ELLIS
 JA1770  PID         -  JA1770
 JA1770  STATE/COUNTY-  IN/PERRY
 JA1770  USGS QUAD   -  ALTON (1993)
 JA1770
 JA1770                         *CURRENT SURVEY CONTROL
 JA1770  ___________________________________________________________________
 JA1770* NAD 83(1997)-  38 04 37.14498(N)    086 25 56.12855(W)     ADJUSTED  
 JA1770* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 JA1770  ___________________________________________________________________
 JA1770  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 JA1770  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JA1770
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1770
 JA1770.The geoid height was determined by GEOID03.
 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;SPC IN E     -   314,315.609    32,828.348   MT  1.00002222   -0 28 19.8
 JA1770;SPC IN E     - 1,031,217.13    107,704.34   sFT  1.00002222   -0 28 19.8
 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!SPC IN E     -   0.99998588  x   1.00002222  =   1.00000810
 JA1770!UTM  16      -   0.99998588  x   0.99963054  =   0.99961642
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1770.See file dsdata.txt to determine how the superseded data were derived.
 JA1770
 JA1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4979414509(NAD 83)
 JA1770_MARKER: DS = TRIANGULATION STATION DISK
 JA1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1912 ***********************************************************************
 JA1912  DESIGNATION -  ELLIS
 JA1912  PID         -  JA1912
 JA1912  STATE/COUNTY-  IN/MARTIN
 JA1912  USGS QUAD   -  HILLHAM (1993)
 JA1912
 JA1912                         *CURRENT SURVEY CONTROL
 JA1912  ___________________________________________________________________
 JA1912* NAD 83(1997)-  38 36 47.89806(N)    086 41 49.39036(W)     ADJUSTED  
 JA1912* NAVD 88     -       239.16   (+/-2cm)     784.6    (feet)  VERTCON   
 JA1912  ___________________________________________________________________
 JA1912  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 JA1912  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JA1912
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1912
 JA1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1912
 JA1912.The geoid height was determined by GEOID03.
 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  =   0.99957622
 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 (07/19/86)  239.29   (m)          785.1    (f) LEVELING    3  
 JA1912
 JA1912.Superseded values are not recommended for survey control.
 JA1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1912.See file dsdata.txt to determine how the superseded data were derived.
 JA1912
 JA1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2637573910(NAD 83)
 JA1912_MARKER: DS = TRIANGULATION STATION DISK
 JA1912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1912'MILE NORTHEAST OF THE ELLIS STORE, 20 FEET EAST OF
 JA1912'THE CENTERLINE OF A DIM TRACK
 JA1912'ROAD, AND IS ON A BURSHY HILL THAT IS
 JA1912'USED AS A DUMP AREA.  THE MARK PROJECTS 4 INCHES
 JA1912'AND THE DISK IS
 JA1912'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
 JA1912'OF A DIM TRACK ROAD.  THE MARK PROJECTS 5 INCHES AND
 JA1912'THE DISK IS STAMPED ELLIS NO 1 1946.
 JA1912'
 JA1912'REFERENCE MARK NO 2 IS 39.85 FEET SOUTHEAST OF THE STATION, AND ON
 JA1912'THE SOUTHERN SLOPE OF THE
 JA1912'HILL.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 JA1912'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
 JA1912'WEST OF THE CENTERLINE OF THE HIGHWAY.  THE MARK IS
 JA1912'FLUSH WITH THE GROUND AND THE DISK
 JA1912'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
 JA1912'SHOALS, GO EAST AND SOUTHEAST ON STATE HIGHWAY 150 FOR 7.7
 JA1912'MILES TO THE ELLIS STORE AND
 JA1912'THE AZIMUTH MARK ON THE RIGHT.  TURN
 JA1912'LEFT JUST NORTH OF THE STORE AND FOLLOW A DIM
 JA1912'TRACK ROAD FOR 0.15
 JA1912'MILE 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
 JA1912'CONDITION.  THE AZIMUTH MARK COULD NOT BE FOUND AND IS THOUGHT TO
 JA1912'HAVE BEEN DESTROYED WHEN THE ROAD WAS WIDENED OUT IN THE AREA.  THE
 JA1912'PREVIOUS 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
 JA1912'OF SHOALS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1601 ***********************************************************************
 MD1601  DESIGNATION -  ELLISON
 MD1601  PID         -  MD1601
 MD1601  STATE/COUNTY-  IN/ALLEN
 MD1601  USGS QUAD   -  ARCOLA (1981)
 MD1601
 MD1601                         *CURRENT SURVEY CONTROL
 MD1601  ___________________________________________________________________
 MD1601* NAD 83(1997)-  41 00 56.05563(N)    085 17 46.18607(W)     ADJUSTED  
 MD1601* NAVD 88     -       278.     (meters)     912.     (feet)  SCALED    
 MD1601  ___________________________________________________________________
 MD1601  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 MD1601  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 MD1601
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1601
 MD1601.The geoid height was determined by GEOID03.
 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  =   0.99981425
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1601.See file dsdata.txt to determine how the superseded data were derived.
 MD1601
 MD1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4326541884(NAD 83)
 MD1601_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1601
 MD1601  HISTORY     - Date     Condition        Report By
 MD1601  HISTORY     - 1946     MONUMENTED       CGS
 MD1601  HISTORY     - 1963     SEE DESCRIPTION  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
 MD1601'ROANOKE ON THE PROPERTY OF MR. R. L. REDDING.  IT IS 56 FEET SOUTH OF
 MD1601'THE CENTERLINE OF THE SOUTH LANE OF
 MD1601'U.S. HIGHWAY 24 AND 1 FOOT NORTH OF A FENCELINE.  THE
 MD1601'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 MD1601'STAMPED ELLISON 1946.
 MD1601'
 MD1601'REFERENCE MARK NO. 1 IS 81.97 FEET EAST OF THE STATION.  IT IS 56
 MD1601'FEET SOUTH OF THE CENTERLINE OF
 MD1601'U.S. HIGHWAY 24 AND 1 FOOT NORTH OF A FENCELINE.  THE MARK IS FLUSH
 MD1601'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
 MD1601'FEET SOUTH OF THE CENTERLINE OF
 MD1601'U.S. HIGHWAY 24 AND 1 FOOT NORTH OF FENCELINE.  THE MARK IS FLUSH AND
 MD1601'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
 MD1601'AND 1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES
 MD1601'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
 MD1601'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
 MD1601'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
 MD1601'(FROST) ESSENTIALLY AS DESCRIBED EXCEPT THAT THE INITIAL IS MISNAMED
 MD1601'IN THE ORIGINAL DESCRIPTION AND
 MD1601'ONE DIRECTION THEREIN IS AN IMPROPER SEXAGESIMAL-SYSTEM NUMBER.
 MD1601'REOBSERVATION INDICATES THE NUMBER CORRECT
 MD1601'AND INSPECTION INDICATES 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
 MD1601'ITS UNDERPASS OF AT 4-WAY INTERCHANGE WITH NO. 69 INTERSTATE HWY., ON
 MD1601'S SIDE TOP OF DEEP HWY. CUT, 15 YARDS W
 MD1601'OF CREST OF RIDGE, 51-1/2 FEET S OF CENTER LINE OF S PAIR
 MD1601'OF TRAFFIC LANES, 10.5 FEET HIGHER THAN SAME, 3.0
 MD1601'FEET E OF STEEL WITNESS POST, STANDARD
 MD1601'DISKS STAMPED ELLISON 1946 IN 1A AND 7A MARKS WITH THE UPPER MARK
 MD1601'PROJECTING 0.4 FOOT.
 MD1601'
 MD1601'REFERENCE STAMPED ELLISON NO 1 1946 1963 IS ORIGINAL DISK RESET
 MD1601'EXACTLY VERTICALLY BELOW
 MD1601'RESTORED POSITION, NOTE 11B, FLUSH, IS 81.97 FEET OR 24.984 METERS E
 MD1601'IN APPROXIMATE AZIMUTH 272 DEG 47 MIN
 MD1601'FROM 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
 MD1601'23.774 METERS W IN APPROX. AZIMUTH 92 DEG 29 MIN FROM STATION, 1 FT.
 MD1601'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
 MD1601'DEG 14 MIN 53.3 SEC FROM STATION, ABOUT 55 YARDS W OF CREST OF RIDGE,
 MD1601'47 FEET S OF CENTER LINE OF S LANE OF DUAL
 MD1601'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 = OCTOBER  6, 2006
 LB2235 ***********************************************************************
 LB2235  DESIGNATION -  ELM
 LB2235  PID         -  LB2235
 LB2235  STATE/COUNTY-  IN/WARREN
 LB2235  USGS QUAD   -  WILLIAMSPORT (1992)
 LB2235
 LB2235                         *CURRENT SURVEY CONTROL
 LB2235  ___________________________________________________________________
 LB2235* NAD 83(1997)-  40 18 39.80782(N)    087 18 52.45561(W)     ADJUSTED  
 LB2235* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 LB2235  ___________________________________________________________________
 LB2235  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 LB2235  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 LB2235
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2235
 LB2235.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2235.See file dsdata.txt to determine how the superseded data were derived.
 LB2235
 LB2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7327162330(NAD 83)
 LB2235_MARKER: DS = TRIANGULATION STATION DISK
 LB2235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2235_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB1663 ***********************************************************************
 LB1663  DESIGNATION -  ELM AZ MK
 LB1663  PID         -  LB1663
 LB1663  STATE/COUNTY-  IN/WARREN
 LB1663  USGS QUAD   -  WILLIAMSPORT (1992)
 LB1663
 LB1663                         *CURRENT SURVEY CONTROL
 LB1663  ___________________________________________________________________
 LB1663* NAD 83(1986)-  40 18 54.     (N)    087 19 07.     (W)     SCALED    
 LB1663* NAVD 88     -       223.057  (meters)     731.81   (feet)  ADJUSTED  
 LB1663  ___________________________________________________________________
 LB1663  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 LB1663  DYNAMIC HT  -         222.944 (meters)     731.44  (feet)  COMP
 LB1663  MODELED GRAV-     980,116.2   (mgal)                       NAVD 88
 LB1663
 LB1663  VERT ORDER  -  SECOND    CLASS 0
 LB1663
 LB1663.The horizontal coordinates were scaled from a topographic map and have
 LB1663.an estimated accuracy of +/- 6 seconds.
 LB1663
 LB1663.The orthometric height was determined by differential leveling
 LB1663.and adjusted by the National Geodetic Survey in June 1991..
 LB1663
 LB1663.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1663.See file dsdata.txt to determine how the superseded data were derived.
 LB1663
 LB1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK729627(NAD 83)
 LB1663_MARKER: DR = REFERENCE MARK DISK
 LB1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1663_STAMPING: ELM AZIMUTH 1934
 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             NGS
 LB1663
 LB1663                          STATION DESCRIPTION
 LB1663
 LB1663'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB2602 ***********************************************************************
 LB2602  DESIGNATION -  ELSTON
 LB2602  PID         -  LB2602
 LB2602  STATE/COUNTY-  IN/TIPPECANOE
 LB2602  USGS QUAD   -  LAFAYETTE WEST (1987)
 LB2602
 LB2602                         *CURRENT SURVEY CONTROL
 LB2602  ___________________________________________________________________
 LB2602* NAD 83(1997)-  40 23 21.88612(N)    086 54 16.91402(W)     ADJUSTED  
 LB2602* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 LB2602  ___________________________________________________________________
 LB2602  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 LB2602  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 LB2602
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2602
 LB2602.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2602.See file dsdata.txt to determine how the superseded data were derived.
 LB2602
 LB2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0808970984(NAD 83)
 LB2602_MARKER: DS = TRIANGULATION STATION DISK
 LB2602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA2143 ***********************************************************************
 LA2143  DESIGNATION -  ELVIN
 LA2143  PID         -  LA2143
 LA2143  STATE/COUNTY-  IN/MADISON
 LA2143  USGS QUAD   -  ANDERSON NORTH (1994)
 LA2143
 LA2143                         *CURRENT SURVEY CONTROL
 LA2143  ___________________________________________________________________
 LA2143* NAD 83(1997)-  40 13 10.41727(N)    085 40 00.09612(W)     ADJUSTED  
 LA2143* NAVD 88     -       270.6    (meters)     888.     (feet)  VERTCON   
 LA2143  ___________________________________________________________________
 LA2143  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 LA2143  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 LA2143
 LA2143  HORZ ORDER  -  FIRST
 LA2143
 LA2143.The horizontal coordinates were established by classical geodetic methods
 LA2143.and adjusted by the National Geodetic Survey in May 1999..
 LA2143
 LA2143.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2143
 LA2143.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2143
 LA2143.The geoid height was determined by GEOID03.
 LA2143
 LA2143;                    North         East     Units Scale Factor Converg.
 LA2143;SPC IN E     -   551,896.091    99,997.727   MT  0.99996667   -0 00 00.1
 LA2143;SPC IN E     - 1,810,679.09    328,075.88   sFT  0.99996667   -0 00 00.1
 LA2143;UTM  16      - 4,452,979.159   613,447.025   MT  0.99975843   +0 51 39.7
 LA2143
 LA2143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2143!SPC IN E     -   0.99996290  x   0.99996667  =   0.99992957
 LA2143!UTM  16      -   0.99996290  x   0.99975843  =   0.99972134
 LA2143
 LA2143|---------------------------------------------------------------------|
 LA2143| PID    Reference Object                     Distance      Geod. Az  |
 LA2143|                                                           dddmmss.s |
 LA2143| CC8661 ELVIN RM 1                           46.781 METERS 01853     |
 LA2143| CC8660 ELVIN AZ MK                                        0262211.4 |
 LA2143| LA2129 CHESTERFIELD MUNICIPAL TANK         APPROX.13.5 KM 1543158.5 |
 LA2143| LA2132 ANDERSON DELCO REMY CO STACK        APPROX.14.2 KM 1804628.1 |
 LA2143| LA2133 ANDERSON DELCO REMY CO TANK         APPROX.14.1 KM 1805238.5 |
 LA2143| LA2136 ANDERSON MUN POWER PLANT STACK      APPROX.12.7 KM 1822836.6 |
 LA2143| LA2135 ANDERSON ST MARYS CATH CHURCH       APPROX.12.7 KM 1832254.7 |
 LA2143| LA2137 ANDERSON MADISON CO CTHSE DOME      APPROX.12.5 KM 1844220.3 |
 LA2143| LA2134 ANDERSON IND RR SHOPS N STACK       APPROX.10.8 KM 1845631.7 |
 LA2143| LA2138 ANDERSON IND RR SHOPS S STACK       APPROX.10.9 KM 1845816.2 |
 LA2143| CC8662 ELVIN RM 2                           40.904 METERS 26428     |
 LA2143| LA2114 ALEXANDRIA ALLADIN INDUST TANK      APPROX. 5.0 KM 3410925.0 |
 LA2143| LA2113 ALEXANDRIA MUNICIPAL STANDPIPE      APPROX. 4.2 KM 3501258.0 |
 LA2143| LA2142 ALEXANDRIA PAPER CO TANK            APPROX. 3.0 KM 3562933.9 |
 LA2143|---------------------------------------------------------------------|
 LA2143
 LA2143                          SUPERSEDED SURVEY CONTROL
 LA2143
 LA2143  NAD 83(1995)-  40 13 10.41956(N)    085 40 00.10880(W) AD(       ) 1
 LA2143  NAD 83(1986)-  40 13 10.41978(N)    085 40 00.10988(W) AD(       ) 1
 LA2143  NAD 27      -  40 13 10.27300(N)    085 40 00.20000(W) AD(       ) 1
 LA2143  NGVD 29 (07/19/86)  270.7    (m)          888.     (f) VERT ANG       
 LA2143
 LA2143.Superseded values are not recommended for survey control.
 LA2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2143.See file dsdata.txt to determine how the superseded data were derived.
 LA2143
 LA2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1344752979(NAD 83)
 LA2143_MARKER: DS = TRIANGULATION STATION DISK
 LA2143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2143_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LA2143
 LA2143  HISTORY     - Date     Condition        Report By
 LA2143  HISTORY     - 1934     MONUMENTED       CGS
 LA2143  HISTORY     - 1935     GOOD             CGS
 LA2143  HISTORY     - 1938     SEE DESCRIPTION  INHD
 LA2143  HISTORY     - 1948     GOOD             CGS
 LA2143  HISTORY     - 1980     GOOD             NGS
 LA2143
 LA2143                          STATION DESCRIPTION
 LA2143
 LA2143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LA2143'ABOUT 3.5 MILES SOUTH OF ALEXANDRIA, 400 FEET WEST OF STATE HIGHWAY
 LA2143'9, IN THE SOUTHWEST CORNER
 LA2143'OF A SMALL ORCHARD OWNED BY JAMES ELVIN, 30 FEET
 LA2143'NORTH OF THE CENTER LINE OF AN
 LA2143'EAST-WEST GRAVEL ROAD, 17 FEET EAST
 LA2143'OF THE WEST ORCHARD FENCE, AND IS SET FLUSH.
 LA2143'
 LA2143'TO REACH FROM THE SOUTH CITY LIMITS OF ALEXANDRIA, GO SOUTH
 LA2143'ON STATE HIGHWAY 9
 LA2143'FOR 3.3 MILES, TURN WEST ON A GRAVEL CROSS ROAD
 LA2143'AND GO 400 FEET TO THE STATION.
 LA2143'
 LA2143'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LA2143'BRONZE DISKS SET IN CONCRETE.
 LA2143'
 LA2143'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, IN
 LA2143'THE EAST ORCHARD
 LA2143'FENCE, 242.04 FEET NORTHEAST OF REFERENCE MARK
 LA2143'NO. 2, AND PROJECTS 6 INCHES.
 LA2143'REFERENCE MARK NO. 2 IS WEST OF STATION,
 LA2143'IN THE NORTH RIGHT-OF-WAY FENCE OF THE GRAVEL
 LA2143'ROAD, AND PROJECTS 6 INCHES.
 LA2143'
 LA2143'AZIMUTH MARK IS NORTH-NORTHEAST OF THE STATION, IN THE SOUTH
 LA2143'FENCE OF A SMALL
 LA2143'GRAVEYARD, 45 FEET EAST OF THE CENTER LINE OF
 LA2143'STATE HIGHWAY 9, AND PROJECTS 7 INCHES.
 LA2143'
 LA2143'A 90-FOOT TOWER WILL SEE ALL LINES EXCEPT TO GASTON, WHICH
 LA2143'NEEDS A 103-FOOT TOWER.
 LA2143
 LA2143                          STATION RECOVERY (1935)
 LA2143
 LA2143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 LA2143'RECOVERED IN GOOD CONDITION, AS DESCRIBED BY G.L.A., 1934.  REACHED
 LA2143'AS DESCRIBED.
 LA2143
 LA2143                          STATION RECOVERY (1938)
 LA2143
 LA2143'RECOVERY NOTE BY INDIANA HIGHWAY DEPARTMENT 1938 (CFM)
 LA2143'REFERENCE MARK NO. 2 IS ON ROAD CONSTRUCTION JOB, IN THE
 LA2143'CONSTRUCTION LIMITS.
 LA2143'
 LA2143'PERMISSION GRANTED TO REMOVE MARK NOVEMBER 15, 1938.
 LA2143'
 LA2143'REFERENCE MARK DISK, STAMPED ELVIN NO 2, 1934 RECEIVED
 LA2143'11/21/38.
 LA2143
 LA2143                          STATION RECOVERY (1948)
 LA2143
 LA2143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LA2143'RECOVERED.  THE SURFACE MARK WAS DESTROYED BY ROAD CONSTRUCTION BUT
 LA2143'THE SUBSURFACE MARK IS STILL IN PLACE.
 LA2143'
 LA2143'R.M. 1 IS 140.5 FEET N OF E-W FENCE, 70.4 FEET E OF W ORCHARD
 LA2143'FENCE, AND
 LA2143'PROJECTS 12 INCHES.
 LA2143'
 LA2143'R.M. 2 IS DESTROYED.
 LA2143
 LA2143                          STATION RECOVERY (1980)
 LA2143
 LA2143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LA2143'ONLY THE UNDERGROUND MARK WAS LOCATED.  THE SURFACE MARK BEING
 LA2143'DESTROYED BY ROAD IMPROVEMENT.  THE 1970 DESCRIPTION IS COMPLETE AND
 LA2143'ACCURATE TO RECOVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2144 ***********************************************************************
 LA2144  DESIGNATION -  ELVIN 2 RESET
 LA2144  PID         -  LA2144
 LA2144  STATE/COUNTY-  IN/MADISON
 LA2144  USGS QUAD   -  ANDERSON NORTH (1994)
 LA2144
 LA2144                         *CURRENT SURVEY CONTROL
 LA2144  ___________________________________________________________________
 LA2144* NAD 83(1997)-  40 13 12.62790(N)    085 39 59.98871(W)     ADJUSTED  
 LA2144* NAVD 88     -       271.4    (meters)     890.     (feet)  VERTCON   
 LA2144  ___________________________________________________________________
 LA2144  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 LA2144  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 LA2144
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2144
 LA2144.The geoid height was determined by GEOID03.
 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     -   0.99996277  x   0.99996667  =   0.99992945
 LA2144!UTM  16      -   0.99996277  x   0.99975844  =   0.99972122
 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|---------------------------------------------------------------------|
 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 1970                    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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2144.See file dsdata.txt to determine how the superseded data were derived.
 LA2144
 LA2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1344953047(NAD 83)
 LA2144_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2144_SP_SET: TOP OF SQUARE 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 = OCTOBER  6, 2006
 LA2145 ***********************************************************************
 LA2145  DESIGNATION -  ELVIN 2 RM A 1970
 LA2145  PID         -  LA2145
 LA2145  STATE/COUNTY-  IN/MADISON
 LA2145  USGS QUAD   -  ANDERSON NORTH (1994)
 LA2145
 LA2145                         *CURRENT SURVEY CONTROL
 LA2145  ___________________________________________________________________
 LA2145* NAD 83(1997)-  40 13 13.46662(N)    085 40 00.21996(W)     ADJUSTED  
 LA2145* NAVD 88     -       270.8    (meters)     888.     (feet)  VERTCON   
 LA2145  ___________________________________________________________________
 LA2145  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 LA2145  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 LA2145
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2145
 LA2145.The geoid height was determined by GEOID03.
 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  =   0.99992954
 LA2145!UTM  16      -   0.99996287  x   0.99975842  =   0.99972130
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2145.See file dsdata.txt to determine how the superseded data were derived.
 LA2145
 LA2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1344353073(NAD 83)
 LA2145_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2145_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA1457 ***********************************************************************
 LA1457  DESIGNATION -  ELWOOD
 LA1457  PID         -  LA1457
 LA1457  STATE/COUNTY-  IN/MADISON
 LA1457  USGS QUAD   -  ELWOOD (1994)
 LA1457
 LA1457                         *CURRENT SURVEY CONTROL
 LA1457  ___________________________________________________________________
 LA1457* NAD 83(1997)-  40 16 33.18209(N)    085 51 22.18399(W)     ADJUSTED  
 LA1457* NAVD 88     -       264.385  (meters)     867.40   (feet)  ADJUSTED  
 LA1457  ___________________________________________________________________
 LA1457  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 LA1457  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 LA1457  DYNAMIC HT  -         264.245 (meters)     866.94  (feet)  COMP
 LA1457  MODELED GRAV-     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
 LA1457.and adjusted by the National Geodetic Survey in June 1991..
 LA1457
 LA1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA1457
 LA1457.The geoid height was determined by GEOID03.
 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;                    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 MC BETH EVANS GLASS TK            022 56 33.0
 LA1457:UTM  16      -  ELWOOD MC BETH EVANS GLASS TK            022 04 49.8
 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
 LA1457.Superseded values are not recommended for survey control.
 LA1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1457.See file dsdata.txt to determine how the superseded data were derived.
 LA1457
 LA1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9724559006(NAD 83)
 LA1457_MARKER: DS = TRIANGULATION STATION DISK
 LA1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1457_STAMPING: ELWOOD 1934
 LA1457_MARK LOGO: NGS   
 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             NGS
 LA1457  HISTORY     - 1948     GOOD             CGS
 LA1457  HISTORY     - 1976     GOOD             NGS
 LA1457  HISTORY     - 1981     GOOD             USE
 LA1457  HISTORY     - 1982     GOOD             NGS
 LA1457  HISTORY     - 19820321 GOOD             CGS
 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
 LA1457'AND FOURTH STREET, 0.8 MILE WEST ALONG A
 LA1457'STREET FROM THE JUNCTION OF STATE
 LA1457'HIGHWAYS 13 AND 28, (THE MAIN
 LA1457'STREET INTERSECTION OF TOWN), 40 FEET SOUTH OF
 LA1457'CENTER LINE OF
 LA1457'SOUTH A STREET, 114-1/2 FEET EAST OF CENTER LINE OF FOURTH
 LA1457'STREET, AND 119
 LA1457'FEET NORTHWEST OF NORTH-WEST CORNER OF LOADING PLATFORM
 LA1457'OF VAN CAMP PACKING CO.
 LA1457'PLANT AND PROJECTS 5 INCHES.
 LA1457'
 LA1457'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LA1457'BRONZE DISKS SET IN CONCRETE.
 LA1457'
 LA1457'REFERENCE MARK NO. 1 IS EAST OF STATION, AT SOUTH EDGE OF
 LA1457'SIDEWALK, ON SOUTH
 LA1457'SIDE OF SOUTH A STREET, 24 FEET SOUTH OF CENTER
 LA1457'LINE OF A STREET, 75 FEET WEST OF THE
 LA1457'PROLOGATION OF CENTER LINE
 LA1457'OF FIFTH STREET, AND FLUSH WITH SIDEWALK.  REFERENCE
 LA1457'MARK NO. 2
 LA1457'IS SOUTHEAST OF STATION, 2 FEET NORTH OF NORTHWEST CORNER OF WEST
 LA1457'WING OF CONCRETE
 LA1457'BUILDING OF VAN CAMP PACKING CO., 150 FEET EAST
 LA1457'OF CENTER LINE OF FOURTH STREET,
 LA1457'215 FEET SOUTH OF CENTER LINE OF
 LA1457'SOUTH A STREET, AND PROJECTS 6 INCHES.
 LA1457'
 LA1457'AZIMUTH MARK IS SOUTH-SOUTHWEST OF STATION, 55 FEET WEST OF
 LA1457'CENTER LINE OF
 LA1457'FOURTH STREET, 15 FEET SOUTH OF CENTER LINE OF D
 LA1457'STREET, 18 FEET WEST OF POWER
 LA1457'LINE POLE NO. IGS 27, 12 FEET EAST
 LA1457'OF WALK LEADING TO BETHEL SMITHS HOUSE ON SOUTH
 LA1457'SIDE OF D STREET,
 LA1457'AND PROJECTS 8 INCHES.
 LA1457'
 LA1457'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA1457
 LA1457                          STATION RECOVERY (1946)
 LA1457
 LA1457'RECOVERY NOTE BY NATIONAL 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
 LA1457'LOADING PLATFORM.  R.M. 2 WAS NOT FOUND, THE
 LA1457'BUILDING HAS BEEN EXTENDED AND THE LOADING PLATFORM ENLARGED.
 LA1457'THE PLATFORM WAS
 LA1457'COVERED WITH TOMATOES AND A GOOD SEARCH COULD
 LA1457'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
 LA1457'MARK IS NOT VISIBLE TO THE STATION AND REFERENCE MARK 3 WAS
 LA1457'ESTABLISHED.  THE PACKING PLANT IS ON LINE TO THE AZIMUTH
 LA1457'MARK WHICH WILL BE DESTROYED BY SEWER AND WATER SERVICE LINE.  AS
 LA1457'THE AZIMUTH CARRIES AN ELEVATION A BENCH MARK WAS SET AND THE
 LA1457'ELEVATION TRANSFERED.  AT THIS TIME THERE WAS NO OBJECT
 LA1457'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
 LA1457'THE 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
 LA1457'OF ELWOOD.
 LA1457
 LA1457                          STATION RECOVERY (1981)
 LA1457
 LA1457'RECOVERY NOTE BY US ENGINEERS 1981 (MKF)
 LA1457'ELWOOD 1934 RECOVERED GOOD.
 LA1457'
 LA1457'RECOVERED USING 1934 DESCRIPTION.
 LA1457'WITNESS POST NOT SET MOWED AREA.
 LA1457'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 COAST AND 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.  THE STATION IS A
 LA1457'STANDARD, CGS, DISK STAMPED---ELWOOD 1934---, SET INTO THE TOP OF A
 LA1457'ROUND CONCRETE MONUMENT, 12 INCHES, 30 CM IN DIAMETER, PROJECTING, 0.2
 LA1457'INCHES, ABOVE THE GROUND.  THE STATION IS LOCATED 12.192 METERS
 LA1457'(40.000 FT) SOUTH FROM THE APPROXIMATE CENTER OF SOUTH A STREET,
 LA1457'34.747 METERS (113.999 FT) EAST FROM THE APPROXIMATE EXTENDED CENTER
 LA1457'OF FOURTH STREET, 35.052 METERS (115.000 FT) NORTH FROM OF THE NORTH
 LA1457'SIDE OF BUILDING OF THE LAFAYETTE MFG CO AND 4.877 METERS (16.001 FT)
 LA1457'SOUTH OF THE SIDEWALK IN WHAT IS NOW A PARKING LOT.  REFERENCE MARK NO
 LA1457'1, IS A STANDARD, CGS, DISK STAMPED,---ELWOOD NO 1 1934---, SET INTO
 LA1457'THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES, 30 CM IN DIAMETER,
 LA1457'FLUSH, WITH GROUND.  THE STATION IS LOCATED 7.315 METERS (23.999 FT)
 LA1457'SOUTH FROM THE APPROXIMATE CENTER OF SOUTH A STREET, 22.860 METERS
 LA1457'(75.000 FT) WEST FROM THE APPROXIMATE EXTENDED CENTER OF FIFTH STREET
 LA1457'AND 0.305 METERS (1.001 FT) SOUTH FROM THE SIDE WALK, AND LEVEL WITH
 LA1457'THE STATION.  REFERNCE MARK NO 3, IS A STANDARD, NGS, DISK
 LA1457'STAMPED,---ELWOOD 1934 NO 3 1976---, CEMENTED IN DRILL HOLE IN THE
 LA1457'SOUTH 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.  AZIMUTH MARK NO
 LA1457'2, IS A STANDARD, NGS, DISK STAMPED,---ELWOOD 1934 NO 2 1982---, SET
 LA1457'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES, 30 CM IN
 LA1457'DIAMETER, FLUSH, WITH GROUND. THE STATION IS LCOATED 8.230 METERS
 LA1457'(27.001 FT) EAST FROM THE APPROXIMATE CENTER OF COUNTY LINE RD, 4.877
 LA1457'METERS (16.001 FT) NORTH FROM THE APPROXIMATE CENTER OF SOUTH A ST.,
 LA1457'5.791 METERS (18.999 FT) SOUTH FROM A UTILITY POLE ANS 1.067 METERS
 LA1457'(3.501 FT) SOUTH FROM THE SOUTH EDGE OF A SIDEWALK, 0.427 METERS
 LA1457'(1.401 FT) NORTH FROM A METAL WITNESS POST.  TO REACH THE AZIMUTH MARK
 LA1457'FROM THE STATION, GO WEST ON SOUTH A ST FOR 0.25 MILE (0.40 KM) TO THE
 LA1457'JUNCTION OF COUNTY LINE RD AND THE MARK ON RIGHT AS DESCRIBED.
 LA1457'PERMISSION WAS GRANTED BY MR WEBB MORRIS, MAYOR OF ELWOOD, TO PUT
 LA1457'AZIMUTH MARK ON CITY PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1459 ***********************************************************************
 LA1459  DESIGNATION -  ELWOOD AZ
 LA1459  PID         -  LA1459
 LA1459  STATE/COUNTY-  IN/MADISON
 LA1459  USGS QUAD   -  ELWOOD (1994)
 LA1459
 LA1459                         *CURRENT SURVEY CONTROL
 LA1459  ___________________________________________________________________
 LA1459* NAD 83(1986)-  40 16 25.     (N)    085 51 24.     (W)     SCALED    
 LA1459* NAVD 88     -       262.943  (meters)     862.67   (feet)  ADJUSTED  
 LA1459  ___________________________________________________________________
 LA1459  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 LA1459  DYNAMIC HT  -         262.804 (meters)     862.22  (feet)  COMP
 LA1459  MODELED GRAV-     980,088.8   (mgal)                       NAVD 88
 LA1459
 LA1459  VERT ORDER  -  SECOND    CLASS 0
 LA1459
 LA1459.The horizontal coordinates were scaled from a topographic map and have
 LA1459.an estimated accuracy of +/- 6 seconds.
 LA1459
 LA1459.The orthometric height was determined by differential leveling
 LA1459.and adjusted by the National Geodetic Survey in June 1991..
 LA1459
 LA1459.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1459.See file dsdata.txt to determine how the superseded data were derived.
 LA1459
 LA1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK972587(NAD 83)
 LA1459_MARKER: DR = REFERENCE MARK DISK
 LA1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1459_STAMPING: ELWOOD AZIMUTH 1934
 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             NGS
 LA1459  HISTORY     - 1982     GOOD             NGS
 LA1459
 LA1459                          STATION DESCRIPTION
 LA1459
 LA1459'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1978 ***********************************************************************
 LA1978  DESIGNATION -  ELWOOD AZ MK RESET 1976
 LA1978  PID         -  LA1978
 LA1978  STATE/COUNTY-  IN/MADISON
 LA1978  USGS QUAD   -  ELWOOD (1994)
 LA1978
 LA1978                         *CURRENT SURVEY CONTROL
 LA1978  ___________________________________________________________________
 LA1978* NAD 83(1986)-  40 16 25.     (N)    085 51 24.     (W)     SCALED    
 LA1978* NAVD 88     -       264.30   (+/-2cm)     867.1    (feet)  VERTCON   
 LA1978  ___________________________________________________________________
 LA1978  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 LA1978
 LA1978  VERT ORDER  -  THIRD (See Below)
 LA1978
 LA1978.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 LA1978
 LA1978.The geoid height was determined by GEOID03.
 LA1978
 LA1978;                    North         East    Units  Estimated Accuracy
 LA1978;SPC IN E     -   557,920.       83,840.      MT  (+/- 180 meters Scaled)
 LA1978
 LA1978                          SUPERSEDED SURVEY CONTROL
 LA1978
 LA1978  NGVD 29 (04/16/04)  264.43   (m)          867.6    (f) RESET       3  
 LA1978
 LA1978.Superseded values are not recommended for survey control.
 LA1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1978.See file dsdata.txt to determine how the superseded data were derived.
 LA1978
 LA1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK972587(NAD 83)
 LA1978_MARKER: DZ = AZIMUTH MARK DISK
 LA1978_SETTING: 0 = UNSPECIFIED SETTING
 LA1978_STAMPING: ELWOOD AZI RESET 1976
 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 = OCTOBER  6, 2006
 LA2152 ***********************************************************************
 LA2152  DESIGNATION -  ELWOOD CITY HALL DOME
 LA2152  PID         -  LA2152
 LA2152  STATE/COUNTY-  IN/MADISON
 LA2152  USGS QUAD   -  ELWOOD (1994)
 LA2152
 LA2152                         *CURRENT SURVEY CONTROL
 LA2152  ___________________________________________________________________
 LA2152* NAD 83(1997)-  40 16 36.04038(N)    085 50 23.43623(W)     ADJUSTED  
 LA2152* NAVD 88     -                                                        
 LA2152  ___________________________________________________________________
 LA2152  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 LA2152  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 LA2152
 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
 LA2152.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2152
 LA2152.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2152
 LA2152  NAD 83(1986)-  40 16 36.04355(N)    085 50 23.45037(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2152.See file dsdata.txt to determine how the superseded data were derived.
 LA2152
 LA2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9863159112(NAD 83)
 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 = OCTOBER  6, 2006
 LA2155 ***********************************************************************
 LA2155  DESIGNATION -  ELWOOD MC BETH EVANS GLASS TK
 LA2155  PID         -  LA2155
 LA2155  STATE/COUNTY-  IN/MADISON
 LA2155  USGS QUAD   -  ELWOOD (1994)
 LA2155
 LA2155                         *CURRENT SURVEY CONTROL
 LA2155  ___________________________________________________________________
 LA2155* NAD 83(1997)-  40 17 11.14909(N)    085 51 01.32294(W)     ADJUSTED  
 LA2155* NAVD 88     -                                                        
 LA2155  ___________________________________________________________________
 LA2155  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 LA2155  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 LA2155
 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
 LA2155.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2155
 LA2155.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2155
 LA2155  NAD 83(1986)-  40 17 11.15233(N)    085 51 01.33714(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2155.See file dsdata.txt to determine how the superseded data were derived.
 LA2155
 LA2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9772260183(NAD 83)
 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 = OCTOBER  6, 2006
 LA2160 ***********************************************************************
 LA2160  DESIGNATION -  ELWOOD MUNICIPAL TANK
 LA2160  PID         -  LA2160
 LA2160  STATE/COUNTY-  IN/MADISON
 LA2160  USGS QUAD   -  ELWOOD (1994)
 LA2160
 LA2160                         *CURRENT SURVEY CONTROL
 LA2160  ___________________________________________________________________
 LA2160* NAD 83(1997)-  40 16 54.89549(N)    085 50 33.74543(W)     ADJUSTED  
 LA2160* NAVD 88     -                                                        
 LA2160  ___________________________________________________________________
 LA2160  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 LA2160  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 LA2160
 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
 LA2160.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2160
 LA2160.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2160
 LA2160  NAD 83(1986)-  40 16 54.89842(N)    085 50 33.75944(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2160.See file dsdata.txt to determine how the superseded data were derived.
 LA2160
 LA2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9838059690(NAD 83)
 LA2160
 LA2160  HISTORY     - Date     Condition        Report By
 LA2160  HISTORY     - 1970     MONUMENTED       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 = OCTOBER  6, 2006
 LA2161 ***********************************************************************
 LA2161  DESIGNATION -  ELWOOD PIPELINE MICROWAVE MST
 LA2161  PID         -  LA2161
 LA2161  STATE/COUNTY-  IN/TIPTON
 LA2161  USGS QUAD   -  ELWOOD (1994)
 LA2161
 LA2161                         *CURRENT SURVEY CONTROL
 LA2161  ___________________________________________________________________
 LA2161* NAD 83(1997)-  40 17 31.28247(N)    085 51 49.28184(W)     ADJUSTED  
 LA2161* NAVD 88     -                                                        
 LA2161  ___________________________________________________________________
 LA2161  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 LA2161  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 LA2161
 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
 LA2161.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2161
 LA2161.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2161
 LA2161  NAD 83(1986)-  40 17 31.28514(N)    085 51 49.29558(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2161.See file dsdata.txt to determine how the superseded data were derived.
 LA2161
 LA2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9658260789(NAD 83)
 LA2161
 LA2161  HISTORY     - Date     Condition        Report By
 LA2161  HISTORY     - 1970     MONUMENTED       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 = OCTOBER  6, 2006
 LA1458 ***********************************************************************
 LA1458  DESIGNATION -  ELWOOD RM 1
 LA1458  PID         -  LA1458
 LA1458  STATE/COUNTY-  IN/MADISON
 LA1458  USGS QUAD   -  ELWOOD (1994)
 LA1458
 LA1458                         *CURRENT SURVEY CONTROL
 LA1458  ___________________________________________________________________
 LA1458* NAD 83(1986)-  40 16 33.     (N)    085 51 22.     (W)     SCALED    
 LA1458* NAVD 88     -       264.046  (meters)     866.29   (feet)  ADJUSTED  
 LA1458  ___________________________________________________________________
 LA1458  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 LA1458  DYNAMIC HT  -         263.906 (meters)     865.83  (feet)  COMP
 LA1458  MODELED GRAV-     980,089.0   (mgal)                       NAVD 88
 LA1458
 LA1458  VERT ORDER  -  SECOND    CLASS 0
 LA1458
 LA1458.The horizontal coordinates were scaled from a topographic map and have
 LA1458.an estimated accuracy of +/- 6 seconds.
 LA1458
 LA1458.The orthometric height was determined by differential leveling
 LA1458.and adjusted by the National Geodetic Survey in June 1991..
 LA1458
 LA1458.The geoid height was determined by GEOID03.
 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     -   558,160.       83,890.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1458.See file dsdata.txt to determine how the superseded data were derived.
 LA1458
 LA1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK972590(NAD 83)
 LA1458_MARKER: DR = REFERENCE MARK DISK
 LA1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1458_STAMPING: ELWOOD NO 1 1934
 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             NGS
 LA1458
 LA1458                          STATION DESCRIPTION
 LA1458
 LA1458'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA2154 ***********************************************************************
 LA2154  DESIGNATION -  ELWOOD SELLERS KITCHEN CAB TK
 LA2154  PID         -  LA2154
 LA2154  STATE/COUNTY-  IN/MADISON
 LA2154  USGS QUAD   -  ELWOOD (1994)
 LA2154
 LA2154                         *CURRENT SURVEY CONTROL
 LA2154  ___________________________________________________________________
 LA2154* NAD 83(1997)-  40 16 44.66926(N)    085 50 41.11796(W)     ADJUSTED  
 LA2154* NAVD 88     -                                                        
 LA2154  ___________________________________________________________________
 LA2154  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 LA2154  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 LA2154
 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
 LA2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2154
 LA2154.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2154
 LA2154  NAD 83(1986)-  40 16 44.67246(N)    085 50 41.13212(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2154.See file dsdata.txt to determine how the superseded data were derived.
 LA2154
 LA2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9821059373(NAD 83)
 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 = OCTOBER  6, 2006
 LA2153 ***********************************************************************
 LA2153  DESIGNATION -  ELWOOD ST JOSEPH CATH CH SPIRE
 LA2153  PID         -  LA2153
 LA2153  STATE/COUNTY-  IN/MADISON
 LA2153  USGS QUAD   -  ELWOOD (1994)
 LA2153
 LA2153                         *CURRENT SURVEY CONTROL
 LA2153  ___________________________________________________________________
 LA2153* NAD 83(1997)-  40 16 34.02293(N)    085 50 38.98328(W)     ADJUSTED  
 LA2153* NAVD 88     -                                                        
 LA2153  ___________________________________________________________________
 LA2153  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 LA2153  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 LA2153
 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
 LA2153.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2153
 LA2153.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2153
 LA2153  NAD 83(1986)-  40 16 34.02611(N)    085 50 38.99745(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2153.See file dsdata.txt to determine how the superseded data were derived.
 LA2153
 LA2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9826559045(NAD 83)
 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 = OCTOBER  6, 2006
 KA1915 ***********************************************************************
 KA1915  DESIGNATION -  EMERSON
 KA1915  PID         -  KA1915
 KA1915  STATE/COUNTY-  IN/MARION
 KA1915  USGS QUAD   -  INDIANAPOLIS EAST (1980)
 KA1915
 KA1915                         *CURRENT SURVEY CONTROL
 KA1915  ___________________________________________________________________
 KA1915* NAD 83(1997)-  39 45 10.20483(N)    086 04 58.73361(W)     ADJUSTED  
 KA1915* NAVD 88     -       245.58   (+/-2cm)     805.7    (feet)  VERTCON   
 KA1915  ___________________________________________________________________
 KA1915  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 KA1915  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KA1915
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1915
 KA1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1915
 KA1915.The geoid height was determined by GEOID03.
 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     -   0.99996674  x   0.99998233  =   0.99994907
 KA1915!UTM  16      -   0.99996674  x   0.99967598  =   0.99964273
 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  NGVD 29 (07/19/86)  245.71   (m)          806.1    (f) LEVELING    3  
 KA1915
 KA1915.Superseded values are not recommended for survey control.
 KA1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1915.See file dsdata.txt to determine how the superseded data were derived.
 KA1915
 KA1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7855900727(NAD 83)
 KA1915_MARKER: DS = TRIANGULATION STATION DISK
 KA1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD1509 ***********************************************************************
 MD1509  DESIGNATION -  EMMA
 MD1509  PID         -  MD1509
 MD1509  STATE/COUNTY-  IN/LAGRANGE
 MD1509  USGS QUAD   -  LAGRANGE (1993)
 MD1509
 MD1509                         *CURRENT SURVEY CONTROL
 MD1509  ___________________________________________________________________
 MD1509* NAD 83(1997)-  41 37 34.27495(N)    085 29 58.96268(W)     ADJUSTED  
 MD1509* NAVD 88     -       279.     (meters)     915.     (feet)  SCALED    
 MD1509  ___________________________________________________________________
 MD1509  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 MD1509  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 MD1509
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1509
 MD1509.The geoid height was determined by GEOID03.
 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     -   0.99996147  x   0.99996905  =   0.99993052
 MD1509!UTM  16      -   0.99996147  x   0.99979221  =   0.99975369
 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 USGS 1947                   205.221 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1509.See file dsdata.txt to determine how the superseded data were derived.
 MD1509
 MD1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2497709361(NAD 83)
 MD1509_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1509
 MD1509  HISTORY     - Date     Condition        Report By
 MD1509  HISTORY     - 1947     MONUMENTED       CGS
 MD1509  HISTORY     - 1960     SEE DESCRIPTION  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
 MD1509'C.J. TRAYER.  IT IS 33 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD,
 MD1509'32.7 FEET SOUTHWEST OF A FENCE CORNER,
 MD1509'29.5 FEET WEST OF A NORTH-SOUTH FENCELINE AND 14.5 FEET SOUTH
 MD1509'OF A WHITE WITNESS POST AND THE SOUTH
 MD1509'RIGHT-OF-WAY FENCELINE.  THE MARK IS ABOUT 14 INCHES
 MD1509'BELOW THE SURFACE OF THE GROUND AND THE DISK IS TAMPED
 MD1509'EMMA 1947.
 MD1509'
 MD1509'REFERENCE MARK NO. 1 IS 98.22 FEET NORTHEAST OF THE STATION.  IT IS
 MD1509'36 FEET EAST OF TELEPHONE POLE NO. 1715, 20 FEET FEET NORTH OF
 MD1509'THE CENTER OF THE ROAD AND ONE FOOT SOUTH OF THE NORTH RIGHT-OF-WAY
 MD1509'FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 MD1509'STAMPED EMMA NO 1 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
 MD1509'SOUTH OF THE CENTER OF THE ROAD.  THE MARK PROJECTS ABOUT 4 INCHES
 MD1509'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
 MD1509'IS 30 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 20 FEET WEST OF
 MD1509'THE CENTER OF THE NORTH-SOUTH ROAD, 7
 MD1509'FEET SOUTH OF A FENCE AND 2 FEET WEST OF A FENCE.  THE
 MD1509'MARK IS 6 BY 6 INCH CONCRETE POST, FLUSH WITH THE
 MD1509'GROUND WITH A STANDARD USGS BENCH MARK
 MD1509'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
 MD1509'TELEPHONE POLE, 19 FEET NORTH OF THE CENTER OF THE ROAD AND 2.5 FEET
 MD1509'WEST OF A WHITE WITNESS POST.  THE MARK
 MD1509'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
 MD1509'WEST ON HIGHWAY 20 FOR 4.0 MILES TO A T-ROAD SOUTH, TURN LEFT AND GO
 MD1509'SOUTH FOR ONE MILE TO A CROSS ROAD
 MD1509'AND TT 19 D (USGS) MARK IN THE SOUTHWEST ANGLE, TURN RIGHT
 MD1509'AND GO WEST 0.15 MILE TO A BOARD GATE AND
 MD1509'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 THO
 MD1509'LAND OWNERSHIP WAS NOT CHECKED AT
 MD1509'THIS TIME.  REFERENCE MARK DISTANCES CHECKED WITHIN 0.01 FOOT.  STEEL
 MD1509'WITNESS POSTS WERE SET SO THAT NOW R.M.
 MD1509'NO. 1 IS 1.8 FEET W AND THE AZIMUTH MARK 1.9 FEET W
 MD1509'OF SUCH POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1994 ***********************************************************************
 LA1994  DESIGNATION -  EMMANUEL EVAN LUTH CH SPIRE
 LA1994  PID         -  LA1994
 LA1994  STATE/COUNTY-  IN/ALLEN
 LA1994  USGS QUAD   -  POE (1994)
 LA1994
 LA1994                         *CURRENT SURVEY CONTROL
 LA1994  ___________________________________________________________________
 LA1994* NAD 83(1997)-  40 59 46.96831(N)    085 02 13.81569(W)     ADJUSTED  
 LA1994* NAVD 88     -                                                        
 LA1994  ___________________________________________________________________
 LA1994  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 LA1994  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 LA1994
 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
 LA1994.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA1994
 LA1994.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA1994
 LA1994  NAD 83(1995)-  40 59 46.96894(N)    085 02 13.81936(W) AD(       ) 4
 LA1994  NAD 83(1986)-  40 59 46.97007(N)    085 02 13.83051(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1994.See file dsdata.txt to determine how the superseded data were derived.
 LA1994
 LA1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6509140211(NAD 83)
 LA1994_MARKER: 90 = CHURCH SPIRE
 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 = OCTOBER  6, 2006
 LA2131 ***********************************************************************
 LA2131  DESIGNATION -  EMPORIA PIPELINE CO MW KJI
 LA2131  PID         -  LA2131
 LA2131  STATE/COUNTY-  IN/MADISON
 LA2131  USGS QUAD   -  MIDDLETOWN (1994)
 LA2131
 LA2131                         *CURRENT SURVEY CONTROL
 LA2131  ___________________________________________________________________
 LA2131* NAD 83(1997)-  40 00 06.80128(N)    085 35 46.22886(W)     ADJUSTED  
 LA2131* NAVD 88     -                                                        
 LA2131  ___________________________________________________________________
 LA2131  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 LA2131  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 LA2131
 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
 LA2131.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2131
 LA2131.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2131
 LA2131  NAD 83(1995)-  40 00 06.80268(N)    085 35 46.24018(W) AD(       ) 4
 LA2131  NAD 83(1986)-  40 00 06.80395(N)    085 35 46.24336(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2131.See file dsdata.txt to determine how the superseded data were derived.
 LA2131
 LA2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1982928911(NAD 83)
 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 = OCTOBER  6, 2006
 JZ3374 ***********************************************************************
 JZ3374  DESIGNATION -  ENDINBURG CUTSINGER GRAIN FP
 JZ3374  PID         -  JZ3374
 JZ3374  STATE/COUNTY-  IN/JOHNSON
 JZ3374  USGS QUAD   -  EDINBURGH (1993)
 JZ3374
 JZ3374                         *CURRENT SURVEY CONTROL
 JZ3374  ___________________________________________________________________
 JZ3374* NAD 83(1997)-  39 21 19.27021(N)    085 57 53.55026(W)     ADJUSTED  
 JZ3374* NAVD 88     -                                                        
 JZ3374  ___________________________________________________________________
 JZ3374  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 JZ3374  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JZ3374
 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
 JZ3374.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3374
 JZ3374.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3374
 JZ3374  NAD 83(1986)-  39 21 19.28274(N)    085 57 53.62496(W) AD(       ) 4
 JZ3374  NAD 27      -  39 21 19.11600(N)    085 57 53.64100(W) AD(       ) 3
 JZ3374
 JZ3374.Superseded values are not recommended for survey control.
 JZ3374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3374.See file dsdata.txt to determine how the superseded data were derived.
 JZ3374
 JZ3374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8918456723(NAD 83)
 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 = OCTOBER  6, 2006
 JA1795 ***********************************************************************
 JA1795  DESIGNATION -  ENGLISH
 JA1795  PID         -  JA1795
 JA1795  STATE/COUNTY-  IN/CRAWFORD
 JA1795  USGS QUAD   -  TASWELL (1993)
 JA1795
 JA1795                         *CURRENT SURVEY CONTROL
 JA1795  ___________________________________________________________________
 JA1795* NAD 83(1997)-  38 20 28.07675(N)    086 30 21.16383(W)     ADJUSTED  
 JA1795* NAVD 88     -       263.     (meters)     863.     (feet)  SCALED    
 JA1795  ___________________________________________________________________
 JA1795  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 JA1795  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JA1795
 JA1795  HORZ ORDER  -  SECOND
 JA1795
 JA1795.The horizontal coordinates were established by classical geodetic methods
 JA1795.and adjusted by the National Geodetic Survey in May 1999..
 JA1795
 JA1795.The orthometric height was scaled from a topographic map.
 JA1795
 JA1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1795
 JA1795.The geoid height was determined by GEOID03.
 JA1795
 JA1795;                    North         East     Units Scale Factor Converg.
 JA1795;SPC IN W     -   343,516.177   950,481.918   MT  0.99999804   +0 21 29.6
 JA1795;SPC IN W     - 1,127,019.32  3,118,372.76   sFT  0.99999804   +0 21 29.6
 JA1795;UTM  16      - 4,243,780.981   543,180.911   MT  0.99962296   +0 18 23.5
 JA1795
 JA1795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1795!SPC IN W     -   0.99996395  x   0.99999804  =   0.99996199
 JA1795!UTM  16      -   0.99996395  x   0.99962296  =   0.99958693
 JA1795
 JA1795|---------------------------------------------------------------------|
 JA1795| PID    Reference Object                     Distance      Geod. Az  |
 JA1795|                                                           dddmmss.s |
 JA1795| CG8600 ENGLISH RM 1                         34.561 METERS 12322     |
 JA1795| CG8601 ENGLISH RM 2                         22.240 METERS 27047     |
 JA1795| JA1793 SPEARS                              APPROX. 5.3 KM 3161509.6 |
 JA1795|---------------------------------------------------------------------|
 JA1795
 JA1795                          SUPERSEDED SURVEY CONTROL
 JA1795
 JA1795  NAD 83(1993)-  38 20 28.08004(N)    086 30 21.16642(W) AD(       ) 2
 JA1795  NAD 83(1986)-  38 20 28.08278(N)    086 30 21.16815(W) AD(       ) 2
 JA1795  NAD 27      -  38 20 27.86600(N)    086 30 21.22600(W) AD(       ) 2
 JA1795
 JA1795.Superseded values are not recommended for survey control.
 JA1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1795.See file dsdata.txt to determine how the superseded data were derived.
 JA1795
 JA1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4318143781(NAD 83)
 JA1795_MARKER: DS = TRIANGULATION STATION DISK
 JA1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1795_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JA1795
 JA1795  HISTORY     - Date     Condition        Report By
 JA1795  HISTORY     - 1946     MONUMENTED       CGS
 JA1795  HISTORY     - 1964     SEE DESCRIPTION  CGS
 JA1795
 JA1795                          STATION DESCRIPTION
 JA1795
 JA1795'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1795'THE STATION IS LOCATED 2.55 MILES WEST ON STATE HIGHWAY 64 FROM THE
 JA1795'JUNCTION OF STATE
 JA1795'HIGHWAYS 37 AND 64 IN THE SMALL VILLAGE OF ENGLISH.  IT IS
 JA1795'30 FEET NORTH OF THE
 JA1795'CENTERLINE OF STATE HIGHWAY 64, 27 FEET
 JA1795'NORTHEAST OF A 5-INCH WALNUT TREE, 9
 JA1795'FEET NORTHEAST OF A WITNESS POST
 JA1795'AND 6 FEET NORTH OF A FENCE IN PASTURE LAND.  THE MARK
 JA1795'IS FLUSH WITH THE
 JA1795'GROUND AND THE DISK IS STAMPED ENGLISH 1946.
 JA1795'
 JA1795'REFERENCE MARK NO 1 IS 113.39 FEET (SLOPE DISTANCE) SOUTHEAST OF THE
 JA1795'STATION, 23 FEET SOUTH OF
 JA1795'THE CENTERLINE OF STATE HIGHWAY 64 AND 1 FOOT NORTH
 JA1795'OF A FENCE.  THE MARK PROJECTS 7
 JA1795'INCHES AND THE DISK IS STAMPED
 JA1795'ENGLISH NO 1 1946.
 JA1795'
 JA1795'REFERENCE MARK NO 2 IS 72.96 FEET WEST OF THE STATION, 27 FEET NORTH
 JA1795'OF THE CENTERLINE OF
 JA1795'STATE HIGHWAY 64 AND 1 FOOT NORTH OF A FENCE.  THE MARK
 JA1795'PROJECTS 2 INCHES AND THE DISK
 JA1795'IS STAMPED ENGLISH NO 2 1946.
 JA1795'
 JA1795'TRIANGULATION STATION SPEARS WAS USED AS THE AZIMUTH FOR
 JA1795'TRIANGULATION STATION ENGLISH.
 JA1795'
 JA1795'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JA1795
 JA1795                          STATION RECOVERY (1964)
 JA1795
 JA1795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 JA1795'STATION AND REFERENCE MARK NO 1 WERE RECOVERED AS DESCRIBED AND FOUND
 JA1795'IN GOOD CONDITION.
 JA1795'REFERENCE MARK NO 2 WAS RECOVERED IN POOR CONDITION,
 JA1795'HAVING BEEN HIT BY MACHINERY.
 JA1795'
 JA1795'TRIANGULATION STATION SPEARS 1946, USED FOR AN AZIMUTH MARK, WAS ALSO
 JA1795'RECOVERED IN GOOD CONDITION,
 JA1795'HOWEVER IT IS NOT VISIBLE FROM THE GROUND AT THE
 JA1795'PRESENT TIME DUE TO A GROWTH OF TIMBER.
 JA1795'
 JA1795'ALL MARKS WERE DESTROYED ON THIS DATE, AFTER STATION ENGLISH 2 AND
 JA1795'REFERENCE MARKS 3 AND 4
 JA1795'WERE ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1796 ***********************************************************************
 JA1796  DESIGNATION -  ENGLISH 2
 JA1796  PID         -  JA1796
 JA1796  STATE/COUNTY-  IN/CRAWFORD
 JA1796  USGS QUAD   -  TASWELL (1993)
 JA1796
 JA1796                         *CURRENT SURVEY CONTROL
 JA1796  ___________________________________________________________________
 JA1796* NAD 83(1997)-  38 20 28.51038(N)    086 30 21.69295(W)     ADJUSTED  
 JA1796* NAVD 88     -       263.     (meters)     863.     (feet)  SCALED    
 JA1796  ___________________________________________________________________
 JA1796  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 JA1796  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JA1796
 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.No horizontal observational check was made to the station.
 JA1796
 JA1796.The orthometric height was scaled from a topographic map.
 JA1796
 JA1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1796
 JA1796.The geoid height was determined by GEOID03.
 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     -   0.99996395  x   0.99999802  =   0.99996197
 JA1796!UTM  16      -   0.99996395  x   0.99962295  =   0.99958692
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1796.See file dsdata.txt to determine how the superseded data were derived.
 JA1796
 JA1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4316843794(NAD 83)
 JA1796_MARKER: DS = TRIANGULATION STATION DISK
 JA1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1796_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JA1796_STAMPING: ENGLISH 2 1964
 JA1796_PROJECTION: FLUSH
 JA1796_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 JA1796'NORTH SIDE OF STATE HIGHWAY 64 AND AT THE NORTH EDGE
 JA1796'OF THE HIGHWAY RIGHT-OF-WAY.  IT
 JA1796'IS 95 FEET SOUTH OF THE NORTH EDGE
 JA1796'OF AN OPEN FIELD, 64 FEET NORTH OF THE PROPOSED
 JA1796'CENTERLINE OF A NEW
 JA1796'SECTION OF THE HIGHWAY AND 0.5 FOOT SOUTH OF A STEEL WITNESS POST.
 JA1796'THE MONUMENT IS
 JA1796'FLUSH WITH THE GROUND AND THE DISK IS STAMPED ENGLISH 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
 JA1796'THE PROPOSED CENTERLINE OF THE ROAD AND 0.5 FOOT SOUTH
 JA1796'OF A STEEL WITNESS POST.  THE
 JA1796'MONUMENT IS FLUSH WITH THE GROUND AND
 JA1796'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
 JA1796'THE PROPOSED CENTERLINE OF THE ROAD AND 1 FOOT SOUTH OF
 JA1796'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
 JA1796'MILE TO A JUNCTION WITH STATE HIGHWAY 24.  TURN LEFT AND
 JA1796'GO WEST ON HIGHWAY 64 FOR 2.15
 JA1796'MILES TO THE STATION ON 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
 JA1796'STATION DESCRIPTION AND TO-REACH IS COMPLETELY 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 = OCTOBER  6, 2006
 JZ3344 ***********************************************************************
 JZ3344  DESIGNATION -  ENOCHSBURG ST JOHNS CH SPIRE
 JZ3344  PID         -  JZ3344
 JZ3344  STATE/COUNTY-  IN/FRANKLIN
 JZ3344  USGS QUAD   -  NEW POINT (1993)
 JZ3344
 JZ3344                         *CURRENT SURVEY CONTROL
 JZ3344  ___________________________________________________________________
 JZ3344* NAD 83(1997)-  39 20 48.64913(N)    085 17 11.89713(W)     ADJUSTED  
 JZ3344* NAVD 88     -                                                        
 JZ3344  ___________________________________________________________________
 JZ3344  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 JZ3344  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ3344
 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
 JZ3344.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3344
 JZ3344.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3344
 JZ3344  NAD 83(1995)-  39 20 48.65065(N)    085 17 11.89593(W) AD(       ) 4
 JZ3344  NAD 83(1993)-  39 20 48.65195(N)    085 17 11.89896(W) AD(       ) 4
 JZ3344  NAD 83(1986)-  39 20 48.65187(N)    085 17 11.90068(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3344.See file dsdata.txt to determine how the superseded data were derived.
 JZ3344
 JZ3344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4764056668(NAD 83)
 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 = OCTOBER  6, 2006
 ME2556 ***********************************************************************
 ME2556  DESIGNATION -  ENOS
 ME2556  PID         -  ME2556
 ME2556  STATE/COUNTY-  IN/NEWTON
 ME2556  USGS QUAD   -  ENOS (1980)
 ME2556
 ME2556                         *CURRENT SURVEY CONTROL
 ME2556  ___________________________________________________________________
 ME2556* NAD 83(1997)-  41 00 50.48892(N)    087 26 55.01763(W)     ADJUSTED  
 ME2556* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 ME2556  ___________________________________________________________________
 ME2556  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 ME2556  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 ME2556
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2556
 ME2556.The geoid height was determined by GEOID03.
 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;SPC IL E     -   482,976.324   374,418.632   MT  1.00004314   +0 34 50.2
 ME2556;SPC IL E     - 1,584,564.82  1,228,405.13   sFT  1.00004314   +0 34 50.2
 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     -   0.99997323  x   0.99997828  =   0.99995152
 ME2556!SPC IL E     -   0.99997323  x   1.00004314  =   1.00001637
 ME2556!UTM  16      -   0.99997323  x   0.99961751  =   0.99959075
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2556.See file dsdata.txt to determine how the superseded data were derived.
 ME2556
 ME2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6227940411(NAD 83)
 ME2556_MARKER: DS = TRIANGULATION STATION DISK
 ME2556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2556_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2556
 ME2556  HISTORY     - Date     Condition        Report By
 ME2556  HISTORY     - 1952     MONUMENTED       CGS
 ME2556  HISTORY     - 1963     GOOD             CGS
 ME2556  HISTORY     - 1979     GOOD             NGS
 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
 ME2556'EAST OF THE JUNCTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY 14.  IT IS
 ME2556'133 FEET SOUTHWEST OF THE SOUTHWEST
 ME2556'CORNER OF THE SCHOOL BUILDING, 97 FEET NORTH OF A
 ME2556'WHITE WITNESS POST, 58 FEET NORTH OF THE CENTER OF
 ME2556'STATE HIGHWAY 14 AND 29 FEET NORTHWEST
 ME2556'OF THE WEST ENTRANCE TO THE SCHOOL.  THE MARK IS FLUSH AND THE DISK
 ME2556'IS STAMPED ENOS 1952.
 ME2556'
 ME2556'REFERENCE MARK NO. 1 IS 27 FEET NORTH OF CENTER OF HIGHWAY AND 25
 ME2556'FEET WEST OF A TELEPHONE
 ME2556'POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED 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
 ME2556'TREE, 3 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A
 ME2556'FENCE.  THE MARK PROJECTS ABOUT 4
 ME2556'INCHES AND THE DISK 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
 ME2556'POST AND TELEPHONE POLE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 ME2556'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
 ME2556'JUNCTION OF U.S. HIGHWAY 41.  TURN LEFT ON HIGHWAY 41 AND GO SOUTH
 ME2556'FOR 0.35 MILE TO THE MARK ON
 ME2556'THE RIGHT AS 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
 ME2556'NE OF THE HEART OF MOROCCO TO INTERSECTION WITH NO. 14 INDIANA HWY.,
 ME2556'ABOUT 110 YARDS E OF CENTER LINE
 ME2556'OF THE MEDIAN STRIP OF THE U.S. HWY., 134 FEET SW OF SW
 ME2556'CORNER OF ENOS SCHOOL, 57 FEET N OF CENTER
 ME2556'LINE OF STATE HWY., 84.2 FEET W OF PROJECTED
 ME2556'PLANE OF W WALL OF THE BRICK SCHOOL BUILDING,
 ME2556'STAMPED ENOS 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
 ME2556'SAME, 9 FEET E OF PROJECTED PLANE OF SAID W WALL, AND FLUSH WITH THE
 ME2556'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
 ME2556'14-INCH BOXWOOD TREE, 1.6 FEET W OF STEEL WITNESS POST, AND PROJECTS
 ME2556'0.3 FT.
 ME2556'
 ME2556'AZIMUTH MARK IS ON PROJECTED CENTER LINE OF 4-FOOT WALK SPACE BETWEEN
 ME2556'EASTERLY ONE OF TWO DOUBLE ROWS
 ME2556'OF STEEL GRAIN STORAGE BINS ON N SIDE OF HWY., 36 FEET S OF CENTER
 ME2556'LINE OF 18-FOOT ASPHALT PAVEMENT,
 ME2556'0.3 FOOT HIGHER THAN SAME, 6 FEET E OF CREOSOTED POWER
 ME2556'POLE, ONE FOOT N OF FENCE, AND PROJECTS 0.2
 ME2556'FOOT ABOVE GROUND.
 ME2556'
 ME2556'ALL MARKS WERE RECOVERED IN GOOD CONDITION EXCEPT THAT THE ORIGINAL
 ME2556'AZIMUTH MARK WAS FOUND
 ME2556'DESTROYED AND OBSTRUCTED.  A NEW AZIMUTH MARK WAS ESTABLISHED AS
 ME2556'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
 ME2556'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED AND
 ME2556'ASSUMED DESTROYED.  THE WAS NO OBJECTS VISIBLE AT GROUND LEVEL TO
 ME2556'ESTABLISH A 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2557 ***********************************************************************
 ME2557  DESIGNATION -  ENOS GRAIN CO ELEVATOR
 ME2557  PID         -  ME2557
 ME2557  STATE/COUNTY-  IN/NEWTON
 ME2557  USGS QUAD   -  ENOS (1980)
 ME2557
 ME2557                         *CURRENT SURVEY CONTROL
 ME2557  ___________________________________________________________________
 ME2557* NAD 83(1997)-  41 00 52.80700(N)    087 26 43.68890(W)     ADJUSTED  
 ME2557* NAVD 88     -                                                        
 ME2557  ___________________________________________________________________
 ME2557  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 ME2557  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 ME2557
 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
 ME2557.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2557
 ME2557.The geoid height was determined by GEOID03.
 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;SPC IL E     -   483,050.520   374,682.609   MT  1.00004362   +0 34 57.7
 ME2557;SPC IL E     - 1,584,808.25  1,229,271.19   sFT  1.00004362   +0 34 57.7
 ME2557;UTM  16      - 4,540,480.977   462,543.617   MT  0.99961727   -0 17 32.4
 ME2557
 ME2557                          SUPERSEDED SURVEY CONTROL
 ME2557
 ME2557  NAD 83(1986)-  41 00 52.81069(N)    087 26 43.69512(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2557.See file dsdata.txt to determine how the superseded data were derived.
 ME2557
 ME2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6254440481(NAD 83)
 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 = OCTOBER  6, 2006
 JZ2256 ***********************************************************************
 JZ2256  DESIGNATION -  EOM RM 19
 JZ2256  PID         -  JZ2256
 JZ2256  STATE/COUNTY-  IN/SHELBY
 JZ2256  USGS QUAD   -  HOPE (1993)
 JZ2256
 JZ2256                         *CURRENT SURVEY CONTROL
 JZ2256  ___________________________________________________________________
 JZ2256* NAD 83(1986)-  39 21 58.     (N)    085 45 38.     (W)     SCALED    
 JZ2256* NAVD 88     -       230.472  (meters)     756.14   (feet)  ADJUSTED  
 JZ2256  ___________________________________________________________________
 JZ2256  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JZ2256  DYNAMIC HT  -         230.333 (meters)     755.68  (feet)  COMP
 JZ2256  MODELED GRAV-     980,015.0   (mgal)                       NAVD 88
 JZ2256
 JZ2256  VERT ORDER  -  SECOND    CLASS 0
 JZ2256
 JZ2256.The horizontal coordinates were scaled from a topographic map and have
 JZ2256.an estimated accuracy of +/- 6 seconds.
 JZ2256
 JZ2256.The orthometric height was determined by differential leveling
 JZ2256.and adjusted by the National Geodetic Survey in June 1991..
 JZ2256
 JZ2256.The geoid height was determined by GEOID03.
 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     -   457,140.       91,910.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2256.See file dsdata.txt to determine how the superseded data were derived.
 JZ2256
 JZ2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ067581(NAD 83)
 JZ2256_MARKER: Q = CHISELED SQUARE
 JZ2256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2256_SP_SET: STEP
 JZ2256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2256
 JZ2256  HISTORY     - Date     Condition        Report By
 JZ2256  HISTORY     - UNK      MONUMENTED       USGS
 JZ2256  HISTORY     - 1947     GOOD             NGS
 JZ2256
 JZ2256                          STATION DESCRIPTION
 JZ2256
 JZ2256'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0129 ***********************************************************************
 JA0129  DESIGNATION -  ERIE
 JA0129  PID         -  JA0129
 JA0129  STATE/COUNTY-  IN/LAWRENCE
 JA0129  USGS QUAD   -  BEDFORD EAST (1978)
 JA0129
 JA0129                         *CURRENT SURVEY CONTROL
 JA0129  ___________________________________________________________________
 JA0129* NAD 83(1997)-  38 51 33.53839(N)    086 25 17.69312(W)     ADJUSTED  
 JA0129* NAVD 88     -       238.104  (meters)     781.18   (feet)  ADJUSTED  
 JA0129  ___________________________________________________________________
 JA0129  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 JA0129  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JA0129  DYNAMIC HT  -         237.957 (meters)     780.70  (feet)  COMP
 JA0129  MODELED GRAV-     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
 JA0129.and adjusted by the National Geodetic Survey in June 1991..
 JA0129
 JA0129.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0129
 JA0129.The geoid height was determined by GEOID03.
 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;                    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;SPC IN E     -   401,149.759    34,476.922   MT  1.00001951   -0 28 25.2
 JA0129;SPC IN E     - 1,316,105.50    113,113.03   sFT  1.00001951   -0 28 25.2
 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!SPC IN E     -   0.99996783  x   1.00001951  =   0.99998734
 JA0129!UTM  16      -   0.99996783  x   0.99963101  =   0.99959885
 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
 JA0129.Superseded values are not recommended for survey control.
 JA0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0129.See file dsdata.txt to determine how the superseded data were derived.
 JA0129
 JA0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ5018501324(NAD 83)
 JA0129_MARKER: DS = TRIANGULATION STATION DISK
 JA0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0129_STAMPING: ERIE 1946
 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             NGS
 JA0129  HISTORY     - 1967     GOOD             CGS
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1923 ***********************************************************************
 KA1923  DESIGNATION -  ERIE
 KA1923  PID         -  KA1923
 KA1923  STATE/COUNTY-  IN/MARION
 KA1923  USGS QUAD   -  INDIANAPOLIS EAST (1980)
 KA1923
 KA1923                         *CURRENT SURVEY CONTROL
 KA1923  ___________________________________________________________________
 KA1923* NAD 83(1997)-  39 50 39.70193(N)    086 07 19.00515(W)     ADJUSTED  
 KA1923* NAVD 88     -       226.71   (+/-2cm)     743.8    (feet)  VERTCON   
 KA1923  ___________________________________________________________________
 KA1923  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 KA1923  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KA1923
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1923
 KA1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1923
 KA1923.The geoid height was determined by GEOID03.
 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     -   0.99996971  x   0.99998535  =   0.99995507
 KA1923!UTM  16      -   0.99996971  x   0.99966947  =   0.99963919
 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  NGVD 29 (07/19/86)  226.84   (m)          744.2    (f) LEVELING    3  
 KA1923
 KA1923.Superseded values are not recommended for survey control.
 KA1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1923.See file dsdata.txt to determine how the superseded data were derived.
 KA1923
 KA1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7512110852(NAD 83)
 KA1923_MARKER: N = NAIL
 KA1923_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 LA2234 ***********************************************************************
 LA2234  DESIGNATION -  ERIE
 LA2234  PID         -  LA2234
 LA2234  STATE/COUNTY-  IN/MIAMI
 LA2234  USGS QUAD   -  RICHVALLEY (1994)
 LA2234
 LA2234                         *CURRENT SURVEY CONTROL
 LA2234  ___________________________________________________________________
 LA2234* NAD 83(1997)-  40 50 35.80853(N)    085 57 42.94952(W)     ADJUSTED  
 LA2234* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 LA2234  ___________________________________________________________________
 LA2234  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 LA2234  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 LA2234
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2234
 LA2234.The geoid height was determined by GEOID03.
 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     -   0.99996788  x   0.99997429  =   0.99994217
 LA2234!UTM  16      -   0.99996788  x   0.99969426  =   0.99966215
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2234.See file dsdata.txt to determine how the superseded data were derived.
 LA2234
 LA2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8751021878(NAD 83)
 LA2234_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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.  IT IS
 LA2234'46 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 29 FEET WEST OF A
 LA2234'WHITE WITNESS POST AND 28 FEET WEST
 LA2234'OF A FENCE.  THE MARK IS 12 INCHES BELOW THE SURFACE
 LA2234'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
 LA2234'GRAVEL ROAD AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS ABOUT 2
 LA2234'INCHES AND THE DISK IS STAMPED
 LA2234'ERIE NO 1 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
 LA2234'GRAVEL ROAD, 13 FEET SOUTH OF A TELEPHONE POLE AND 1 FOOT WEST OF A
 LA2234'FENCE.  THE MARK PROJECTS ABOUT 2
 LA2234'INCHES AND THE DISK IS STAMPED ERIE NO 2 1948.
 LA2234'
 LA2234'AZIMUTH MARK IS 0.4 MILE SOUTH OF STATION.  IT IS 68 FEET SOUTHEAST
 LA2234'OF THE SOUTHEAST CORNER OF A
 LA2234'WHITE FRAME CHURCH, 20 FEET WEST OF THE CENTER OF A GRAVEL ROAD,
 LA2234'5 FEET WEST OF A WHITE WITNESS
 LA2234'POST AND 2 FEET NORTH OF A FENCE. THE MARK PROJECTS
 LA2234'ABOUT 4 INCHES AND THE DISK 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
 LA2234'MILES TO A T-ROAD RIGHT, TURN RIGHT AND GO EAST FOR 3.6 MILES TO A
 LA2234'T-ROAD RIGHT, TURN RIGHT AND GO
 LA2234'SOUTH FOR 0.9 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
 LA2234'CHURCH ON RIGHT AND AZIMUTH MARK ON RIGHT OR WEST OF ROAD AS
 LA2234'DESCRIBED.
 LA2234'
 LA2234'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0130 ***********************************************************************
 JA0130  DESIGNATION -  ERIE RM 1
 JA0130  PID         -  JA0130
 JA0130  STATE/COUNTY-  IN/LAWRENCE
 JA0130  USGS QUAD   -  BEDFORD EAST (1978)
 JA0130
 JA0130                         *CURRENT SURVEY CONTROL
 JA0130  ___________________________________________________________________
 JA0130* NAD 83(1986)-  38 51 33.     (N)    086 25 17.     (W)     SCALED    
 JA0130* NAVD 88     -       238.230  (meters)     781.59   (feet)  ADJUSTED  
 JA0130  ___________________________________________________________________
 JA0130  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JA0130  DYNAMIC HT  -         238.084 (meters)     781.11  (feet)  COMP
 JA0130  MODELED GRAV-     980,005.5   (mgal)                       NAVD 88
 JA0130
 JA0130  VERT ORDER  -  FIRST     CLASS II
 JA0130
 JA0130.The horizontal coordinates were scaled from a topographic map and have
 JA0130.an estimated accuracy of +/- 6 seconds.
 JA0130
 JA0130.The orthometric height was determined by differential leveling
 JA0130.and adjusted by the National Geodetic Survey in June 1991..
 JA0130
 JA0130.The geoid height was determined by GEOID03.
 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     -   401,070.      957,450.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0130.See file dsdata.txt to determine how the superseded data were derived.
 JA0130
 JA0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ502013(NAD 83)
 JA0130_MARKER: DR = REFERENCE MARK DISK
 JA0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0130_STAMPING: ERIE NO 1 1946
 JA0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0130+STABILITY: SURFACE MOTION
 JA0130
 JA0130  HISTORY     - Date     Condition        Report By
 JA0130  HISTORY     - 1946     MONUMENTED       CGS
 JA0130  HISTORY     - 1949     GOOD             NGS
 JA0130
 JA0130                          STATION DESCRIPTION
 JA0130
 JA0130'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0131 ***********************************************************************
 JA0131  DESIGNATION -  ERIE RM 2
 JA0131  PID         -  JA0131
 JA0131  STATE/COUNTY-  IN/LAWRENCE
 JA0131  USGS QUAD   -  BEDFORD EAST (1978)
 JA0131
 JA0131                         *CURRENT SURVEY CONTROL
 JA0131  ___________________________________________________________________
 JA0131* NAD 83(1986)-  38 51 33.     (N)    086 25 17.     (W)     SCALED    
 JA0131* NAVD 88     -       238.334  (meters)     781.93   (feet)  ADJUSTED  
 JA0131  ___________________________________________________________________
 JA0131  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JA0131  DYNAMIC HT  -         238.187 (meters)     781.45  (feet)  COMP
 JA0131  MODELED GRAV-     980,005.5   (mgal)                       NAVD 88
 JA0131
 JA0131  VERT ORDER  -  FIRST     CLASS II
 JA0131
 JA0131.The horizontal coordinates were scaled from a topographic map and have
 JA0131.an estimated accuracy of +/- 6 seconds.
 JA0131
 JA0131.The orthometric height was determined by differential leveling
 JA0131.and adjusted by the National Geodetic Survey in June 1991..
 JA0131
 JA0131.The geoid height was determined by GEOID03.
 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     -   401,070.      957,450.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0131.See file dsdata.txt to determine how the superseded data were derived.
 JA0131
 JA0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ502013(NAD 83)
 JA0131_MARKER: DR = REFERENCE MARK DISK
 JA0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0131_STAMPING: ERIE NO 2 1946
 JA0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0131+STABILITY: SURFACE MOTION
 JA0131
 JA0131  HISTORY     - Date     Condition        Report By
 JA0131  HISTORY     - 1946     MONUMENTED       CGS
 JA0131  HISTORY     - 1949     GOOD             NGS
 JA0131
 JA0131                          STATION DESCRIPTION
 JA0131
 JA0131'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0218 ***********************************************************************
 ME0218  DESIGNATION -  ETNA GREEN AZ MK
 ME0218  PID         -  ME0218
 ME0218  STATE/COUNTY-  IN/KOSCIUSKO
 ME0218  USGS QUAD   -  BOURBON (1994)
 ME0218
 ME0218                         *CURRENT SURVEY CONTROL
 ME0218  ___________________________________________________________________
 ME0218* NAD 83(1986)-  41 16 29.     (N)    086 02 07.     (W)     SCALED    
 ME0218* NAVD 88     -       242.783  (meters)     796.53   (feet)  ADJUSTED  
 ME0218  ___________________________________________________________________
 ME0218  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME0218  DYNAMIC HT  -         242.682 (meters)     796.20  (feet)  COMP
 ME0218  MODELED GRAV-     980,202.4   (mgal)                       NAVD 88
 ME0218
 ME0218  VERT ORDER  -  FIRST     CLASS I
 ME0218
 ME0218.The horizontal coordinates were scaled from a topographic map and have
 ME0218.an estimated accuracy of +/- 6 seconds.
 ME0218
 ME0218.The orthometric height was determined by differential leveling
 ME0218.and adjusted by the National Geodetic Survey in June 1991..
 ME0218
 ME0218.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0218.See file dsdata.txt to determine how the superseded data were derived.
 ME0218
 ME0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL807697(NAD 83)
 ME0218_MARKER: DZ = AZIMUTH MARK DISK
 ME0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0218_SP_SET: 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             NGS
 ME0218  HISTORY     - 1973     GOOD             NGS
 ME0218  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0218
 ME0218                          STATION DESCRIPTION
 ME0218
 ME0218'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0221 ***********************************************************************
 ME0221  DESIGNATION -  ETNA GREEN RESET
 ME0221  PID         -  ME0221
 ME0221  STATE/COUNTY-  IN/KOSCIUSKO
 ME0221  USGS QUAD   -  BOURBON (1994)
 ME0221
 ME0221                         *CURRENT SURVEY CONTROL
 ME0221  ___________________________________________________________________
 ME0221* NAD 83(1986)-  41 16 34.93391(N)    086 02 29.95231(W)     ADJUSTED  
 ME0221* NAVD 88     -       249.275  (meters)     817.83   (feet)  ADJUSTED  
 ME0221  ___________________________________________________________________
 ME0221  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 ME0221  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME0221  DYNAMIC HT  -         249.171 (meters)     817.49  (feet)  COMP
 ME0221  MODELED GRAV-     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
 ME0221.and adjusted by the National Geodetic Survey in April 1995..
 ME0221
 ME0221.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME0221
 ME0221.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0221.See file dsdata.txt to determine how the superseded data were derived.
 ME0221
 ME0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8026169880(NAD 83)
 ME0221_MARKER: DS = TRIANGULATION STATION DISK
 ME0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0221_SP_SET: CONCRETE POST
 ME0221_STAMPING: ETNA GREEN 1952 1973
 ME0221_MARK LOGO: NGS   
 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
 ME0221'MARK WERE FOUND IN
 ME0221'GOOD CONDITION.  THE SURFACE MARK AND REFERENCE
 ME0221'MARK 3 WERE FOUND DESTROYED BY
 ME0221'GRADING.  THE DIRECTION TO ALL OBJECTS
 ME0221'CHECKED AS DID THE DIRECTION TO REFERENCE MARK 1.
 ME0221'A NEW SURFACE STATION
 ME0221'MARK AND REFERENCE MARK 4 WERE SET.  THE SURFACE STATION MARK WAS
 ME0221'SET HOLDING THE
 ME0221'UNDERGROUND POINT.  A NEW DESCRIPTION FOLLOWS-
 ME0221'
 ME0221'THE STATION IS LOCATED ON THE PROPERTY OF MR. TED MELTON, IN SEC.
 ME0221'27, R-4-E, T-33-N,
 ME0221'AT THE OUTSIDE CURVE OF HIGHWAY, 83 FEET SOUTH OF
 ME0221'A SIGN ETNA GREEN, 54 FEET NORTHEAST
 ME0221'OF THE NORTHEAST RAIL OF RAILROAD,
 ME0221'47 FEET SOUTHWEST OF THE CENTERLINE OF OLD HIGHWAY 30
 ME0221'AND 1 FOOT SOUTHWEST OF
 ME0221'A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 ME0221'STAMPED ETNA GREEN
 ME0221'1952 1973.
 ME0221'
 ME0221'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 19
 ME0221'AND OLD HIGHWAY
 ME0221'30, AT ETNA GREEN, GO EASTERLY ON OLD HIGHWAY 30 FOR
 ME0221'0.35 MILE TO THE STATION ON THE
 ME0221'RIGHT.  CONTINUE EAST ON THE HIGHWAY
 ME0221'FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 ME0221'
 ME0221'REFERENCE MARK 1 IS 50 FEET NORTH OF THE CENTERLINE OF HIGHWAY,
 ME0221'1 FOOT SOUTHWEST
 ME0221'OF A FENCE, 1 FOOT WEST OF A METAL WITNESS POST AND 33
 ME0221'FEET SOUTHEAST OF A TELEPHONE POLE.
 ME0221'THE MONUMENT PROJECTS 4 INCHES AND
 ME0221'THE DISK IS STAMPED ETNA GREEN NO 2 1952.
 ME0221'
 ME0221'REFERENCE MARK 4 IS 36 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 ME0221'THE RAILROAD, 61
 ME0221'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND
 ME0221'1 FOOT SOUTHEAST OF A METAL WITNESS
 ME0221'POST.  THE MONUMENT PROJECTS 2 INCHES
 ME0221'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
 ME0221'NORTHWEST OF A TELEPHONE POLE, 1 FOOT SOUTHWEST OF A
 ME0221'FENCE AND 1.3 FEET SOUTHEAST OF A
 ME0221'METAL WITNESS POST.  THE MONUMENT
 ME0221'PROJECTS 4 INCHES AND THE DISK IS STAMPED ETNA GREEN
 ME0221'1952.
 ME0221'
 ME0221'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT EAST EDGE OF
 ME0221'ETNA 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'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.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 ME0221'19 AND OLD U.S HIGHWAY 30 IN ETNA GREEN, GO EAST ON OLD U.S HIGHWAY 30
 ME0221'FOR 0.35 MILE, (0.56 KM) 0.56 KM (0.35 MI) TO STATION ON RIGHT AS
 ME0221'DESCRIBED.  THE STATION IS A STANDARD, NGS, DISK STAMPED,---ETNA GREEN
 ME0221'1952 1973---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES
 ME0221'(25 CM) IN DIAMETER, RECESSED, 2 INCHES, (6 CM) BELOW THE GROUND.  THE
 ME0221'STATION IS LOCATED 14.326 METERS (47.001 FT) SOUTH FROM THE CENTERLINE
 ME0221'OF OLD U.S ROUTE 30, 5.791 METERS (18.999 FT) NORTH FROM THE EDGE OF
 ME0221'CUTBANK, 0.305 METERS (1.001 FT) SOUTHWEST FROM A WITNESS POST.
 ME0221'REFERENCE MARK NO 4, IS A STANDARD, NGS, DISK STAMPED,---ETNA GREEN
 ME0221'1952 NO 4 1973---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10
 ME0221'INCHES (25 CM) IN DIAMETER, FLUSH, WITH GROUND.  THE STATION IS
 ME0221'LOCATED 18.745 METERS (61.499 FT) SOUTH FROM THE CENTERLINE OF OLD U.S
 ME0221'HIGHWAY 30, 0.457 METERS (1.499 FT) SOUTHEAST FROM A METAL WITNESS
 ME0221'POST AND 0.305 METERS (1.001 FT) NORTH FROM THE EDGE OF CUTBANK, AND
 ME0221'0.3 METERS (1.0 FT) BELOW THE STATION.  REFERENCE MARK NO 5, IS A
 ME0221'STANDARD, NGS, DISK STAMPED,---ETNA GREEN 1952 NO 5 1985---, SET INTO
 ME0221'THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES (25 CM) IN DIAMETER,
 ME0221'FLUSH, WITH GROUND. THE STATION IS LOCATED 9.449 METERS (31.001 FT)
 ME0221'SOUTH FROM THE CENTER LINE OF OLD U.S HIGHWAY 30, 8.230 METERS (27.001
 ME0221'FT) NORTHEAST FROM A WITNESS POST, AND 10.363 METERS (33.999 FT) NORTH
 ME0221'FROM THE EDGE OF CUTBANK, AND 0.3 METERS (1.0 FT) BELOW THE STATION.
 ME0221'AZIMUTH MARK NO 2, IS A STANDARD, NGS, DISK STAMPED,---ETNA GREEN 1952
 ME0221'NO 2 1985---, CEMENTED IN A DRILL HOLE IN THE NORTH END OF THE EAST
 ME0221'CONCRETE HEADWALL OF A CULVERT UNDER COUNTY ROUTE 950 W.  THE STATION
 ME0221'IS LOCATED 8.717 METERS (28.599 FT) SOUTH FROM THE CENTERLINE OF OLS
 ME0221'U.S HIGHWAY 30, 8.230 METERS (27.001 FT) EAST FROM THE CENTER LINE OF
 ME0221'COUNTY ROAD 950 W AND 0.792 METERS (2.598 FT) SOUTHEAST FROM A WITNESS
 ME0221'POST.  TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON OLD U.S
 ME0221'HIGHWAY 30 FOR 0.25 MILE, (0.40 KM) 0.40 KM (0.25 MI) TO A ROAD RIGHT
 ME0221'AND THE AZIMUTH MARK SET IN THE NORTH END OF THE EAST HEADWALL OF
 ME0221'CULVERT 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 WETNESS
 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 = OCTOBER  6, 2006
 ME0219 ***********************************************************************
 ME0219  DESIGNATION -  ETNA GREEN RM 1
 ME0219  PID         -  ME0219
 ME0219  STATE/COUNTY-  IN/KOSCIUSKO
 ME0219  USGS QUAD   -  BOURBON (1994)
 ME0219
 ME0219                         *CURRENT SURVEY CONTROL
 ME0219  ___________________________________________________________________
 ME0219* NAD 83(1986)-  41 16 36.     (N)    086 02 29.     (W)     SCALED    
 ME0219* NAVD 88     -       248.656  (meters)     815.80   (feet)  ADJUSTED  
 ME0219  ___________________________________________________________________
 ME0219  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME0219  DYNAMIC HT  -         248.552 (meters)     815.46  (feet)  COMP
 ME0219  MODELED GRAV-     980,202.5   (mgal)                       NAVD 88
 ME0219
 ME0219  VERT ORDER  -  FIRST     CLASS I
 ME0219
 ME0219.The horizontal coordinates were scaled from a topographic map and have
 ME0219.an estimated accuracy of +/- 6 seconds.
 ME0219
 ME0219.The orthometric height was determined by differential leveling
 ME0219.and adjusted by the National Geodetic Survey in June 1991..
 ME0219
 ME0219.The geoid height was determined by GEOID03.
 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     -   669,350.       68,610.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0219.See file dsdata.txt to determine how the superseded data were derived.
 ME0219
 ME0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL802699(NAD 83)
 ME0219_MARKER: DR = REFERENCE MARK DISK
 ME0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0219_SP_SET: 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             NGS
 ME0219  HISTORY     - 1973     GOOD             NGS
 ME0219  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0219
 ME0219                          STATION DESCRIPTION
 ME0219
 ME0219'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0222 ***********************************************************************
 ME0222  DESIGNATION -  ETNA GREEN RM 4
 ME0222  PID         -  ME0222
 ME0222  STATE/COUNTY-  IN/KOSCIUSKO
 ME0222  USGS QUAD   -  BOURBON (1994)
 ME0222
 ME0222                         *CURRENT SURVEY CONTROL
 ME0222  ___________________________________________________________________
 ME0222* NAD 83(1986)-  41 16 33.     (N)    086 02 25.     (W)     SCALED    
 ME0222* NAVD 88     -       249.133  (meters)     817.36   (feet)  ADJUSTED  
 ME0222  ___________________________________________________________________
 ME0222  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME0222  DYNAMIC HT  -         249.030 (meters)     817.03  (feet)  COMP
 ME0222  MODELED GRAV-     980,202.5   (mgal)                       NAVD 88
 ME0222
 ME0222  VERT ORDER  -  FIRST     CLASS II
 ME0222
 ME0222.The horizontal coordinates were scaled from a topographic map and have
 ME0222.an estimated accuracy of +/- 6 seconds.
 ME0222
 ME0222.The orthometric height was determined by differential leveling
 ME0222.and adjusted by the National Geodetic Survey in April 1995..
 ME0222
 ME0222.The geoid height was determined by GEOID03.
 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     -   669,260.       68,700.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0222.See file dsdata.txt to determine how the superseded data were derived.
 ME0222
 ME0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL803698(NAD 83)
 ME0222_MARKER: DR = REFERENCE MARK DISK
 ME0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0222_SP_SET: CONCRETE POST
 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
 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 = OCTOBER  6, 2006
 ME3397 ***********************************************************************
 ME3397  DESIGNATION -  ETNA GREEN RM 5
 ME3397  PID         -  ME3397
 ME3397  STATE/COUNTY-  IN/KOSCIUSKO
 ME3397  USGS QUAD   -  BOURBON (1994)
 ME3397
 ME3397                         *CURRENT SURVEY CONTROL
 ME3397  ___________________________________________________________________
 ME3397* NAD 83(1986)-  41 16 33.     (N)    086 02 24.     (W)     SCALED    
 ME3397* NAVD 88     -       249.184  (meters)     817.53   (feet)  ADJUSTED  
 ME3397  ___________________________________________________________________
 ME3397  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME3397  DYNAMIC HT  -         249.081 (meters)     817.19  (feet)  COMP
 ME3397  MODELED GRAV-     980,202.5   (mgal)                       NAVD 88
 ME3397
 ME3397  VERT ORDER  -  FIRST     CLASS II
 ME3397
 ME3397.The horizontal coordinates were scaled from a topographic map and have
 ME3397.an estimated accuracy of +/- 6 seconds.
 ME3397
 ME3397.The orthometric height was determined by differential leveling
 ME3397.and adjusted by the National Geodetic Survey in April 1995..
 ME3397
 ME3397.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3397.See file dsdata.txt to determine how the superseded data were derived.
 ME3397
 ME3397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL804698(NAD 83)
 ME3397_MARKER: DR = REFERENCE MARK DISK
 ME3397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3397_SP_SET: CONCRETE POST
 ME3397_STAMPING: ETNA GREEN 1952 NO. 5 1985
 ME3397_MARK LOGO: NGS   
 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 = OCTOBER  6, 2006
 HA1523 ***********************************************************************
 HA1523  DESIGNATION -  EUREKA
 HA1523  PID         -  HA1523
 HA1523  STATE/COUNTY-  IN/SPENCER
 HA1523  USGS QUAD   -  OWENSBORO WEST (1980)
 HA1523
 HA1523                         *CURRENT SURVEY CONTROL
 HA1523  ___________________________________________________________________
 HA1523* NAD 83(1997)-  37 51 48.92564(N)    087 12 55.95010(W)     ADJUSTED  
 HA1523* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 HA1523  ___________________________________________________________________
 HA1523  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 HA1523  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HA1523
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1523
 HA1523.The geoid height was determined by GEOID03.
 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     -   0.99998259  x   0.99996833  =   0.99995092
 HA1523!SPC KY1Z     -   0.99998259  x   0.99990497  =   0.99988756
 HA1523!SPC KY S     -   0.99998259  x   0.99998802  =   0.99997061
 HA1523!UTM  16      -   0.99998259  x   0.99960443  =   0.99958702
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1523.See file dsdata.txt to determine how the superseded data were derived.
 HA1523
 HA1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG8104190702(NAD 83)
 HA1523_MARKER: DH = HORIZONTAL CONTROL DISK
 HA1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HA1524 ***********************************************************************
 HA1524  DESIGNATION -  EUREKA 2
 HA1524  PID         -  HA1524
 HA1524  STATE/COUNTY-  IN/SPENCER
 HA1524  USGS QUAD   -  OWENSBORO WEST (1980)
 HA1524
 HA1524                         *CURRENT SURVEY CONTROL
 HA1524  ___________________________________________________________________
 HA1524* NAD 83(1997)-  37 51 48.33922(N)    087 12 55.94307(W)     ADJUSTED  
 HA1524* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 HA1524  ___________________________________________________________________
 HA1524  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 HA1524  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HA1524
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1524
 HA1524.The geoid height was determined by GEOID03.
 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     -   0.99998259  x   0.99996833  =   0.99995092
 HA1524!UTM  16      -   0.99998259  x   0.99960443  =   0.99958702
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1524.See file dsdata.txt to determine how the superseded data were derived.
 HA1524
 HA1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG8104190684(NAD 83)
 HA1524_MARKER: DS = TRIANGULATION STATION DISK
 HA1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HA1670 ***********************************************************************
 HA1670  DESIGNATION -  EVANSVILLE
 HA1670  PID         -  HA1670
 HA1670  STATE/COUNTY-  IN/VANDERBURGH
 HA1670  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1670
 HA1670                         *CURRENT SURVEY CONTROL
 HA1670  ___________________________________________________________________
 HA1670* NAD 83(1997)-  37 58 16.54005(N)    087 31 54.06301(W)     ADJUSTED  
 HA1670* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 HA1670  ___________________________________________________________________
 HA1670  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 HA1670  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HA1670
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1670
 HA1670.The geoid height was determined by GEOID03.
 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     -   0.99998652  x   0.99998577  =   0.99997229
 HA1670!SPC KY1Z     -   0.99998652  x   0.99990631  =   0.99989283
 HA1670!SPC KY S     -   0.99998652  x   1.00000714  =   0.99999366
 HA1670!UTM  16      -   0.99998652  x   0.99962686  =   0.99961338
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1670.See file dsdata.txt to determine how the superseded data were derived.
 HA1670
 HA1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5330102760(NAD 83)
 HA1670_MARKER: DS = TRIANGULATION STATION DISK
 HA1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1670_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA1667 ***********************************************************************
 HA1667  DESIGNATION -  EVANSVILLE COURTHOUSE SPIRE
 HA1667  PID         -  HA1667
 HA1667  STATE/COUNTY-  IN/VANDERBURGH
 HA1667  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1667
 HA1667                         *CURRENT SURVEY CONTROL
 HA1667  ___________________________________________________________________
 HA1667* NAD 83(1997)-  37 58 26.17313(N)    087 34 20.12138(W)     ADJUSTED  
 HA1667* NAVD 88     -                                                        
 HA1667  ___________________________________________________________________
 HA1667  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 HA1667  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 HA1667
 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
 HA1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1667
 HA1667.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HA1667
 HA1667  NAD 83(1993)-  37 58 26.17622(N)    087 34 20.11639(W) AD(       ) 4
 HA1667  NAD 83(1986)-  37 58 26.18170(N)    087 34 20.12180(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1667.See file dsdata.txt to determine how the superseded data were derived.
 HA1667
 HA1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4973903078(NAD 83)
 HA1667_MARKER: 89 = SPIRE
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2034 ***********************************************************************
 JA2034  DESIGNATION -  EVANSVILLE MUNICIPAL STANDPIPE
 JA2034  PID         -  JA2034
 JA2034  STATE/COUNTY-  IN/VANDERBURGH
 JA2034  USGS QUAD   -  EVANSVILLE NORTH (1988)
 JA2034
 JA2034                         *CURRENT SURVEY CONTROL
 JA2034  ___________________________________________________________________
 JA2034* NAD 83(1997)-  38 02 07.27689(N)    087 33 59.92036(W)     ADJUSTED  
 JA2034* NAVD 88     -                                                        
 JA2034  ___________________________________________________________________
 JA2034  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 JA2034  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 JA2034
 JA2034  HORZ ORDER  -  THIRD
 JA2034
 JA2034.The horizontal coordinates were established by classical geodetic methods
 JA2034.and adjusted by the National Geodetic Survey in May 1999..
 JA2034
 JA2034
 JA2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2034
 JA2034.The geoid height was determined by GEOID03.
 JA2034
 JA2034;                    North         East     Units Scale Factor Converg.
 JA2034;SPC IN W     -   309,528.416   857,571.267   MT  0.99998883   -0 17 52.1
 JA2034;SPC IN W     - 1,015,511.14  2,813,548.40   sFT  0.99998883   -0 17 52.1
 JA2034;UTM  16      - 4,209,889.216   450,273.820   MT  0.99963045   -0 20 56.9
 JA2034
 JA2034                          SUPERSEDED SURVEY CONTROL
 JA2034
 JA2034  NAD 83(1993)-  38 02 07.28273(N)    087 33 59.92049(W) AD(       ) 4
 JA2034  NAD 83(1986)-  38 02 07.28608(N)    087 33 59.92321(W) AD(       ) 4
 JA2034  NAD 27      -  38 02 07.14496(N)    087 33 59.85086(W) AD(       ) 3
 JA2034
 JA2034.Superseded values are not recommended for survey control.
 JA2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2034.See file dsdata.txt to determine how the superseded data were derived.
 JA2034
 JA2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5027409889(NAD 83)
 JA2034_MARKER: 52 = STANDPIPE TANK
 JA2034
 JA2034  HISTORY     - Date     Condition        Report By
 JA2034  HISTORY     - 1961     FIRST OBSERVED   CGS
 JA2034  HISTORY     - 1961     GOOD             CGS
 JA2034  HISTORY     - 1970     GOOD             NGS
 JA2034  HISTORY     - 1977     GOOD             NGS
 JA2034  HISTORY     - 19950707 MARK NOT FOUND   USPSQD
 JA2034  HISTORY     - 19981107 GOOD             USPSQD
 JA2034
 JA2034                          STATION DESCRIPTION
 JA2034
 JA2034'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JA2034'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF EVANSVILLE BUSINESS
 JA2034'SECTION, ABOUT 2
 JA2034'MILES WEST OF THE DRESS MEMORIAL AIRPORT AND JUST
 JA2034'SOUTH OF CAMPGROUND ROAD.
 JA2034'
 JA2034'STATION IS A STEEL STANDPIPE, THE TOP 0.33 OF STANDPIPE IS PAINTED
 JA2034'CHECKERED ORANGE AND
 JA2034'WHITE AND IS APPROXIMATELY 103 FEET HIGH.
 JA2034'
 JA2034'THE POINT INTERSECTED WAS THE TOP AND CENTER OF STANDPIPE.
 JA2034
 JA2034                          STATION RECOVERY (1961)
 JA2034
 JA2034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CWM)
 JA2034'STATION RECOVERED AS DESCRIBED.
 JA2034
 JA2034                          STATION RECOVERY (1970)
 JA2034
 JA2034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JRH)
 JA2034'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JA2034'
 JA2034'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH OF
 JA2034'EVANSVILLE.
 JA2034
 JA2034                          STATION RECOVERY (1977)
 JA2034
 JA2034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (PDC)
 JA2034'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 JA2034'
 JA2034'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES NORTH
 JA2034'OF EVANSVILLE.
 JA2034
 JA2034                          STATION RECOVERY (1995)
 JA2034
 JA2034'RECOVERY NOTE BY US POWER SQUADRON 1995
 JA2034'MARK NOT FOUND.
 JA2034
 JA2034                          STATION RECOVERY (1998)
 JA2034
 JA2034'RECOVERY NOTE BY US POWER SQUADRON 1998
 JA2034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2039 ***********************************************************************
 JA2039  DESIGNATION -  EVANSVILLE MUNICIPAL TANK
 JA2039  PID         -  JA2039
 JA2039  STATE/COUNTY-  IN/VANDERBURGH
 JA2039  USGS QUAD   -  EVANSVILLE NORTH (1988)
 JA2039
 JA2039                         *CURRENT SURVEY CONTROL
 JA2039  ___________________________________________________________________
 JA2039* NAD 83(1997)-  38 02 07.20078(N)    087 33 56.04132(W)     ADJUSTED  
 JA2039* NAVD 88     -                                                        
 JA2039  ___________________________________________________________________
 JA2039  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 JA2039  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 JA2039
 JA2039  HORZ ORDER  -  THIRD
 JA2039
 JA2039.The horizontal coordinates were established by classical geodetic methods
 JA2039.and adjusted by the National Geodetic Survey in May 1999..
 JA2039
 JA2039
 JA2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2039
 JA2039.The geoid height was determined by GEOID03.
 JA2039
 JA2039;                    North         East     Units Scale Factor Converg.
 JA2039;SPC IN W     -   309,525.578   857,665.847   MT  0.99998873   -0 17 49.7
 JA2039;SPC IN W     - 1,015,501.83  2,813,858.70   sFT  0.99998873   -0 17 49.7
 JA2039;UTM  16      - 4,209,886.295   450,368.364   MT  0.99963034   -0 20 54.5
 JA2039
 JA2039                          SUPERSEDED SURVEY CONTROL
 JA2039
 JA2039  NAD 83(1993)-  38 02 07.20654(N)    087 33 56.04167(W) AD(       ) 4
 JA2039  NAD 83(1986)-  38 02 07.21001(N)    087 33 56.04531(W) AD(       ) 4
 JA2039  NAD 27      -  38 02 07.06605(N)    087 33 55.97349(W) AD(       ) 3
 JA2039
 JA2039.Superseded values are not recommended for survey control.
 JA2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2039.See file dsdata.txt to determine how the superseded data were derived.
 JA2039
 JA2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5036809886(NAD 83)
 JA2039_MARKER: 53 = ELEVATED TANK
 JA2039
 JA2039  HISTORY     - Date     Condition        Report By
 JA2039  HISTORY     - 1961     FIRST OBSERVED   CGS
 JA2039  HISTORY     - 1961     GOOD             CGS
 JA2039  HISTORY     - 1970     GOOD             NGS
 JA2039  HISTORY     - 1973     GOOD             NGS
 JA2039  HISTORY     - 19950707 MARK NOT FOUND   USPSQD
 JA2039  HISTORY     - 19981107 MARK NOT FOUND   USPSQD
 JA2039
 JA2039                          STATION DESCRIPTION
 JA2039
 JA2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JA2039'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF THE EVANSVILLE BUSINESS
 JA2039'SECTION, ABOUT 2
 JA2039'MILES WEST OF THE DRESS MEMORIAL AIRPORT AND JUST
 JA2039'SOUTH OF CAMPGROUND ROAD.
 JA2039'
 JA2039'STATION IS OF STEEL CONSTRUCTION, HAS FOUR LEGS, IS PAINTED SILVER
 JA2039'WITH THE TOP PAINTED
 JA2039'CHECKERED ORANGE AND WHITE AND IS APPROXIMATELY 100 FEET HIGH.
 JA2039'
 JA2039'THE POINT INTERSECTED WAS THE RED LIGHT ON TOP CENTER.
 JA2039
 JA2039                          STATION RECOVERY (1961)
 JA2039
 JA2039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CWM)
 JA2039'STATION RECOVERED AS DESCRIBED.
 JA2039
 JA2039                          STATION RECOVERY (1970)
 JA2039
 JA2039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JRH)
 JA2039'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JA2039'
 JA2039'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH OF
 JA2039'EVANSVILLE.
 JA2039
 JA2039                          STATION RECOVERY (1973)
 JA2039
 JA2039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ARB)
 JA2039'THE STATION WAS RECOVERED, IN GOOD CONDITION, AS DESCRIBED.
 JA2039'
 JA2039'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION IS
 JA2039'LOCATED ABOUT FOUR MILES NORTH OF THE EVANSVILLE BUSINESS SECTION,
 JA2039'AND JUST SOUTH OF CAMPGROUND ROAD.
 JA2039
 JA2039                          STATION RECOVERY (1995)
 JA2039
 JA2039'RECOVERY NOTE BY US POWER SQUADRON 1995
 JA2039'MARK NOT FOUND.
 JA2039
 JA2039                          STATION RECOVERY (1998)
 JA2039
 JA2039'RECOVERY NOTE BY US POWER SQUADRON 1998
 JA2039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA1668 ***********************************************************************
 HA1668  DESIGNATION -  EVANSVILLE RADIO STA WIKY TWR
 HA1668  PID         -  HA1668
 HA1668  STATE/COUNTY-  IN/VANDERBURGH
 HA1668  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1668
 HA1668                         *CURRENT SURVEY CONTROL
 HA1668  ___________________________________________________________________
 HA1668* NAD 83(1997)-  37 59 17.80362(N)    087 35 50.25874(W)     ADJUSTED  
 HA1668* NAVD 88     -                                                        
 HA1668  ___________________________________________________________________
 HA1668  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 HA1668  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 HA1668
 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
 HA1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1668
 HA1668.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HA1668
 HA1668  NAD 83(1993)-  37 59 17.80906(N)    087 35 50.25837(W) AD(       ) 4
 HA1668  NAD 83(1986)-  37 59 17.81362(N)    087 35 50.26178(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1668.See file dsdata.txt to determine how the superseded data were derived.
 HA1668
 HA1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4755104683(NAD 83)
 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 = OCTOBER  6, 2006
 HA1669 ***********************************************************************
 HA1669  DESIGNATION -  EVANSVILLE TV STA WFIE MAST
 HA1669  PID         -  HA1669
 HA1669  STATE/COUNTY-  IN/VANDERBURGH
 HA1669  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1669
 HA1669                         *CURRENT SURVEY CONTROL
 HA1669  ___________________________________________________________________
 HA1669* NAD 83(1997)-  37 59 18.91967(N)    087 35 41.08860(W)     ADJUSTED  
 HA1669* NAVD 88     -                                                        
 HA1669  ___________________________________________________________________
 HA1669  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 HA1669  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 HA1669
 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
 HA1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1669
 HA1669.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HA1669
 HA1669  NAD 83(1993)-  37 59 18.92511(N)    087 35 41.08825(W) AD(       ) 4
 HA1669  NAD 83(1986)-  37 59 18.92967(N)    087 35 41.09171(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1669.See file dsdata.txt to determine how the superseded data were derived.
 HA1669
 HA1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4777404716(NAD 83)
 HA1669_MARKER: 42 = RADIO/TV MAST
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1820 ***********************************************************************
 KA1820  DESIGNATION -  EVERSOLE
 KA1820  PID         -  KA1820
 KA1820  STATE/COUNTY-  IN/VIGO
 KA1820  USGS QUAD   -  SEELYVILLE (1986)
 KA1820
 KA1820                         *CURRENT SURVEY CONTROL
 KA1820  ___________________________________________________________________
 KA1820* NAD 83(1997)-  39 26 22.83446(N)    087 17 43.29653(W)     ADJUSTED  
 KA1820* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 KA1820  ___________________________________________________________________
 KA1820  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 KA1820  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KA1820
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1820
 KA1820.The geoid height was determined by GEOID03.
 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     -   0.99997723  x   0.99997077  =   0.99994800
 KA1820!UTM  16      -   0.99997723  x   0.99960795  =   0.99958519
 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 INGS 1947                    APPROX. 0.7 KM 2020530.5 |
 KA1820| CM3495 EVERSOLE RM 2                        29.984 METERS 20727     |
 KA1820| KA1818 NO 619 INGS 1947                     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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1820.See file dsdata.txt to determine how the superseded data were derived.
 KA1820
 KA1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7458365611(NAD 83)
 KA1820_MARKER: DS = TRIANGULATION STATION DISK
 KA1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA1819 ***********************************************************************
 KA1819  DESIGNATION -  EVERSOLE AZ MK
 KA1819  PID         -  KA1819
 KA1819  STATE/COUNTY-  IN/VIGO
 KA1819  USGS QUAD   -  SEELYVILLE (1986)
 KA1819
 KA1819                         *CURRENT SURVEY CONTROL
 KA1819  ___________________________________________________________________
 KA1819* NAD 83(1997)-  39 26 01.28852(N)    087 17 44.00190(W)     ADJUSTED  
 KA1819* NAVD 88     -       179.     (meters)     587.     (feet)  SCALED    
 KA1819  ___________________________________________________________________
 KA1819  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 KA1819  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KA1819
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1819
 KA1819.The geoid height was determined by GEOID03.
 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     -   0.99997707  x   0.99997078  =   0.99994785
 KA1819!UTM  16      -   0.99997707  x   0.99960797  =   0.99958505
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1819.See file dsdata.txt to determine how the superseded data were derived.
 KA1819
 KA1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7456464947(NAD 83)
 KA1819_MARKER: DZ = AZIMUTH MARK DISK
 KA1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD1113 ***********************************************************************
 MD1113  DESIGNATION -  F 1 KOSC
 MD1113  PID         -  MD1113
 MD1113  STATE/COUNTY-  IN/KOSCIUSKO
 MD1113  USGS QUAD   -  SOUTH WHITLEY WEST (1994)
 MD1113
 MD1113                         *CURRENT SURVEY CONTROL
 MD1113  ___________________________________________________________________
 MD1113* NAD 83(1986)-  41 03 54.     (N)    085 44 33.     (W)     SCALED    
 MD1113* NAVD 88     -       245.192  (meters)     804.43   (feet)  ADJUSTED  
 MD1113  ___________________________________________________________________
 MD1113  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MD1113  DYNAMIC HT  -         245.083 (meters)     804.08  (feet)  COMP
 MD1113  MODELED GRAV-     980,171.9   (mgal)                       NAVD 88
 MD1113
 MD1113  VERT ORDER  -  SECOND    CLASS 0
 MD1113
 MD1113.The horizontal coordinates were scaled from a topographic map and have
 MD1113.an estimated accuracy of +/- 6 seconds.
 MD1113
 MD1113.The orthometric height was determined by differential leveling
 MD1113.and adjusted by the National Geodetic Survey in June 1991..
 MD1113
 MD1113.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1113.See file dsdata.txt to determine how the superseded data were derived.
 MD1113
 MD1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL056467(NAD 83)
 MD1113_MARKER: DD = SURVEY DISK
 MD1113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1113_SP_SET: BRIDGE
 MD1113_STAMPING: F 1 KOSC
 MD1113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1113
 MD1113  HISTORY     - Date     Condition        Report By
 MD1113  HISTORY     - UNK      MONUMENTED       CGS
 MD1113  HISTORY     - 1946     GOOD             NGS
 MD1113  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD1113
 MD1113                          STATION DESCRIPTION
 MD1113
 MD1113'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0287 ***********************************************************************
 LB0287  DESIGNATION -  F 1 MIAMI
 LB0287  PID         -  LB0287
 LB0287  STATE/COUNTY-  IN/MIAMI
 LB0287  USGS QUAD   -  GALVESTON (1994)
 LB0287
 LB0287                         *CURRENT SURVEY CONTROL
 LB0287  ___________________________________________________________________
 LB0287* NAD 83(1986)-  40 36 36.     (N)    086 07 40.     (W)     SCALED    
 LB0287* NAVD 88     -       237.910  (meters)     780.54   (feet)  ADJUSTED  
 LB0287  ___________________________________________________________________
 LB0287  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 LB0287  DYNAMIC HT  -         237.791 (meters)     780.15  (feet)  COMP
 LB0287  MODELED GRAV-     980,119.9   (mgal)                       NAVD 88
 LB0287
 LB0287  VERT ORDER  -  SECOND    CLASS 0
 LB0287
 LB0287.The horizontal coordinates were scaled from a topographic map and have
 LB0287.an estimated accuracy of +/- 6 seconds.
 LB0287
 LB0287.The orthometric height was determined by differential leveling
 LB0287.and adjusted by the National Geodetic Survey in June 1991..
 LB0287
 LB0287.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0287.See file dsdata.txt to determine how the superseded data were derived.
 LB0287
 LB0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK737958(NAD 83)
 LB0287_MARKER: DD = SURVEY DISK
 LB0287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0287_SP_SET: BRIDGE WINGWALL
 LB0287_STAMPING: F 1 MIAMI
 LB0287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0287
 LB0287  HISTORY     - Date     Condition        Report By
 LB0287  HISTORY     - UNK      MONUMENTED       INHD
 LB0287  HISTORY     - 1946     GOOD             NGS
 LB0287  HISTORY     - 1970     POOR             NGS
 LB0287
 LB0287                          STATION DESCRIPTION
 LB0287
 LB0287'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0288 ***********************************************************************
 LB0288  DESIGNATION -  F 1 MIAMI RESET 1970
 LB0288  PID         -  LB0288
 LB0288  STATE/COUNTY-  IN/MIAMI
 LB0288  USGS QUAD   -  GALVESTON (1994)
 LB0288
 LB0288                         *CURRENT SURVEY CONTROL
 LB0288  ___________________________________________________________________
 LB0288* NAD 83(1986)-  40 36 36.     (N)    086 07 40.     (W)     SCALED    
 LB0288* NAVD 88     -       237.32   (meters)     778.6    (feet)  RESET     
 LB0288  ___________________________________________________________________
 LB0288  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 LB0288
 LB0288  VERT ORDER  -  THIRD
 LB0288
 LB0288.The horizontal coordinates were scaled from a topographic map and have
 LB0288.an estimated accuracy of +/- 6 seconds.
 LB0288
 LB0288.The orthometric height was computed from unverified reset data.
 LB0288
 LB0288.The geoid height was determined by GEOID03.
 LB0288
 LB0288;                    North         East    Units  Estimated Accuracy
 LB0288;SPC IN E     -   595,350.       60,980.      MT  (+/- 180 meters Scaled)
 LB0288
 LB0288                          SUPERSEDED SURVEY CONTROL
 LB0288
 LB0288.No superseded survey control is available for this station.
 LB0288
 LB0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK737958(NAD 83)
 LB0288_MARKER: DB = BENCH MARK DISK
 LB0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0288_STAMPING: F 1 MIAMI IHC RESET 1970
 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 = OCTOBER  6, 2006
 JZ0550 ***********************************************************************
 JZ0550  DESIGNATION -  F 1 RESET
 JZ0550  PID         -  JZ0550
 JZ0550  STATE/COUNTY-  IN/DEARBORN
 JZ0550  USGS QUAD   -  GUILFORD (1983)
 JZ0550
 JZ0550                         *CURRENT SURVEY CONTROL
 JZ0550  ___________________________________________________________________
 JZ0550* NAD 83(1986)-  39 10 00.     (N)    084 54 52.     (W)     SCALED    
 JZ0550* NAVD 88     -       162.088  (meters)     531.78   (feet)  ADJUSTED  
 JZ0550  ___________________________________________________________________
 JZ0550  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ0550  DYNAMIC HT  -         161.988 (meters)     531.46  (feet)  COMP
 JZ0550  MODELED GRAV-     980,009.9   (mgal)                       NAVD 88
 JZ0550
 JZ0550  VERT ORDER  -  FIRST     CLASS II
 JZ0550
 JZ0550.The horizontal coordinates were scaled from a topographic map and have
 JZ0550.an estimated accuracy of +/- 6 seconds.
 JZ0550
 JZ0550.The orthometric height was determined by differential leveling
 JZ0550.and adjusted by the National Geodetic Survey in June 1991..
 JZ0550
 JZ0550.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0550.See file dsdata.txt to determine how the superseded data were derived.
 JZ0550
 JZ0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ801373(NAD 83)
 JZ0550_MARKER: DB = BENCH MARK DISK
 JZ0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0550_STAMPING: F 1 RESET 1947
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 JA0011 ***********************************************************************
 JA0011  DESIGNATION -  F 10
 JA0011  PID         -  JA0011
 JA0011  STATE/COUNTY-  IN/JACKSON
 JA0011  USGS QUAD   -  MEDORA (1994)
 JA0011
 JA0011                         *CURRENT SURVEY CONTROL
 JA0011  ___________________________________________________________________
 JA0011* NAD 83(1986)-  38 50 03.     (N)    086 07 51.     (W)     SCALED    
 JA0011* NAVD 88     -       162.107  (meters)     531.85   (feet)  ADJUSTED  
 JA0011  ___________________________________________________________________
 JA0011  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JA0011  DYNAMIC HT  -         162.003 (meters)     531.50  (feet)  COMP
 JA0011  MODELED GRAV-     979,984.8   (mgal)                       NAVD 88
 JA0011
 JA0011  VERT ORDER  -  FIRST     CLASS II
 JA0011
 JA0011.The horizontal coordinates were scaled from a topographic map and have
 JA0011.an estimated accuracy of +/- 6 seconds.
 JA0011
 JA0011.The orthometric height was determined by differential leveling
 JA0011.and adjusted by the National Geodetic Survey in June 1991..
 JA0011
 JA0011.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0011.See file dsdata.txt to determine how the superseded data were derived.
 JA0011
 JA0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH754987(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0011
 JA0011  HISTORY     - Date     Condition        Report By
 JA0011  HISTORY     - 1930     MONUMENTED       CGS
 JA0011  HISTORY     - 1934     GOOD             NGS
 JA0011
 JA0011                          STATION DESCRIPTION
 JA0011
 JA0011'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1180 ***********************************************************************
 MD1180  DESIGNATION -  F 10 ELKT
 MD1180  PID         -  MD1180
 MD1180  STATE/COUNTY-  IN/ELKHART
 MD1180  USGS QUAD   -  MILFORD (1994)
 MD1180
 MD1180                         *CURRENT SURVEY CONTROL
 MD1180  ___________________________________________________________________
 MD1180* NAD 83(1986)-  41 26 58.     (N)    085 45 02.     (W)     SCALED    
 MD1180* NAVD 88     -       268.976  (meters)     882.47   (feet)  ADJUSTED  
 MD1180  ___________________________________________________________________
 MD1180  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 MD1180  DYNAMIC HT  -         268.866 (meters)     882.10  (feet)  COMP
 MD1180  MODELED GRAV-     980,209.1   (mgal)                       NAVD 88
 MD1180
 MD1180  VERT ORDER  -  SECOND    CLASS 0
 MD1180
 MD1180.The horizontal coordinates were scaled from a topographic map and have
 MD1180.an estimated accuracy of +/- 6 seconds.
 MD1180
 MD1180.The orthometric height was determined by differential leveling
 MD1180.and adjusted by the National Geodetic Survey in June 1991..
 MD1180
 MD1180.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1180.See file dsdata.txt to determine how the superseded data were derived.
 MD1180
 MD1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL043894(NAD 83)
 MD1180_MARKER: DD = SURVEY DISK
 MD1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1180_SP_SET: 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             NGS
 MD1180  HISTORY     - 19930105 MARK NOT FOUND   NGS
 MD1180
 MD1180                          STATION DESCRIPTION
 MD1180
 MD1180'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1660 ***********************************************************************
 LB1660  DESIGNATION -  F 100
 LB1660  PID         -  LB1660
 LB1660  STATE/COUNTY-  IN/WARREN
 LB1660  USGS QUAD   -  WILLIAMSPORT (1992)
 LB1660
 LB1660                         *CURRENT SURVEY CONTROL
 LB1660  ___________________________________________________________________
 LB1660* NAD 83(1986)-  40 17 55.     (N)    087 18 11.     (W)     SCALED    
 LB1660* NAVD 88     -       207.395  (meters)     680.43   (feet)  ADJUSTED  
 LB1660  ___________________________________________________________________
 LB1660  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 LB1660  DYNAMIC HT  -         207.290 (meters)     680.08  (feet)  COMP
 LB1660  MODELED GRAV-     980,115.7   (mgal)                       NAVD 88
 LB1660
 LB1660  VERT ORDER  -  SECOND    CLASS 0
 LB1660
 LB1660.The horizontal coordinates were scaled from a topographic map and have
 LB1660.an estimated accuracy of +/- 6 seconds.
 LB1660
 LB1660.The orthometric height was determined by differential leveling
 LB1660.and adjusted by the National Geodetic Survey in June 1991..
 LB1660
 LB1660.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1660.See file dsdata.txt to determine how the superseded data were derived.
 LB1660
 LB1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK742609(NAD 83)
 LB1660_MARKER: DB = BENCH MARK DISK
 LB1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1660_STAMPING: F 100 1946
 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 = OCTOBER  6, 2006
 KA0954 ***********************************************************************
 KA0954  DESIGNATION -  F 101
 KA0954  PID         -  KA0954
 KA0954  STATE/COUNTY-  IN/PARKE
 KA0954  USGS QUAD   -  ROCKVILLE (1978)
 KA0954
 KA0954                         *CURRENT SURVEY CONTROL
 KA0954  ___________________________________________________________________
 KA0954* NAD 83(1986)-  39 48 53.     (N)    087 14 11.     (W)     SCALED    
 KA0954* NAVD 88     -       213.185  (meters)     699.42   (feet)  ADJUSTED  
 KA0954  ___________________________________________________________________
 KA0954  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KA0954  DYNAMIC HT  -         213.066 (meters)     699.03  (feet)  COMP
 KA0954  MODELED GRAV-     980,059.3   (mgal)                       NAVD 88
 KA0954
 KA0954  VERT ORDER  -  SECOND    CLASS 0
 KA0954
 KA0954.The horizontal coordinates were scaled from a topographic map and have
 KA0954.an estimated accuracy of +/- 6 seconds.
 KA0954
 KA0954.The orthometric height was determined by differential leveling
 KA0954.and adjusted by the National Geodetic Survey in June 1991..
 KA0954
 KA0954.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0954.See file dsdata.txt to determine how the superseded data were derived.
 KA0954
 KA0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK797072(NAD 83)
 KA0954_MARKER: DB = BENCH MARK DISK
 KA0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0954_STAMPING: F 101 1946
 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 = OCTOBER  6, 2006
 KA1017 ***********************************************************************
 KA1017  DESIGNATION -  F 102
 KA1017  PID         -  KA1017
 KA1017  STATE/COUNTY-  IN/PARKE
 KA1017  USGS QUAD   -  MONTEZUMA (1978)
 KA1017
 KA1017                         *CURRENT SURVEY CONTROL
 KA1017  ___________________________________________________________________
 KA1017* NAD 83(1986)-  39 47 51.     (N)    087 21 03.     (W)     SCALED    
 KA1017* NAVD 88     -       149.406  (meters)     490.18   (feet)  ADJUSTED  
 KA1017  ___________________________________________________________________
 KA1017  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KA1017  DYNAMIC HT  -         149.323 (meters)     489.90  (feet)  COMP
 KA1017  MODELED GRAV-     980,068.8   (mgal)                       NAVD 88
 KA1017
 KA1017  VERT ORDER  -  SECOND    CLASS 0
 KA1017
 KA1017.The horizontal coordinates were scaled from a topographic map and have
 KA1017.an estimated accuracy of +/- 6 seconds.
 KA1017
 KA1017.The orthometric height was determined by differential leveling
 KA1017.and adjusted by the National Geodetic Survey in June 1991..
 KA1017
 KA1017.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1017.See file dsdata.txt to determine how the superseded data were derived.
 KA1017
 KA1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK699053(NAD 83)
 KA1017_MARKER: DB = BENCH MARK DISK
 KA1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1017_STAMPING: F 102 1946
 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 = OCTOBER  6, 2006
 KA0998 ***********************************************************************
 KA0998  DESIGNATION -  F 103
 KA0998  PID         -  KA0998
 KA0998  STATE/COUNTY-  IN/FOUNTAIN
 KA0998  USGS QUAD   -  WALLACE (1961)
 KA0998
 KA0998                         *CURRENT SURVEY CONTROL
 KA0998  ___________________________________________________________________
 KA0998* NAD 83(1986)-  39 58 03.     (N)    087 09 47.     (W)     SCALED    
 KA0998* NAVD 88     -       211.913  (meters)     695.25   (feet)  ADJUSTED  
 KA0998  ___________________________________________________________________
 KA0998  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KA0998  DYNAMIC HT  -         211.797 (meters)     694.87  (feet)  COMP
 KA0998  MODELED GRAV-     980,077.6   (mgal)                       NAVD 88
 KA0998
 KA0998  VERT ORDER  -  SECOND    CLASS 0
 KA0998
 KA0998.The horizontal coordinates were scaled from a topographic map and have
 KA0998.an estimated accuracy of +/- 6 seconds.
 KA0998
 KA0998.The orthometric height was determined by differential leveling
 KA0998.and adjusted by the National Geodetic Survey in June 1991..
 KA0998
 KA0998.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0998.See file dsdata.txt to determine how the superseded data were derived.
 KA0998
 KA0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK860241(NAD 83)
 KA0998_MARKER: DB = BENCH MARK DISK
 KA0998_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0998_SP_SET: CULVERT
 KA0998_STAMPING: F 103 1946
 KA0998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1759 ***********************************************************************
 LB1759  DESIGNATION -  F 104
 LB1759  PID         -  LB1759
 LB1759  STATE/COUNTY-  IN/FOUNTAIN
 LB1759  USGS QUAD   -  PERRYSVILLE (1991)
 LB1759
 LB1759                         *CURRENT SURVEY CONTROL
 LB1759  ___________________________________________________________________
 LB1759* NAD 83(1986)-  40 04 28.     (N)    087 22 34.     (W)     SCALED    
 LB1759* NAVD 88     -       200.825  (meters)     658.87   (feet)  ADJUSTED  
 LB1759  ___________________________________________________________________
 LB1759  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 LB1759  DYNAMIC HT  -         200.721 (meters)     658.53  (feet)  COMP
 LB1759  MODELED GRAV-     980,103.0   (mgal)                       NAVD 88
 LB1759
 LB1759  VERT ORDER  -  SECOND    CLASS 0
 LB1759
 LB1759.The horizontal coordinates were scaled from a topographic map and have
 LB1759.an estimated accuracy of +/- 6 seconds.
 LB1759
 LB1759.The orthometric height was determined by differential leveling
 LB1759.and adjusted by the National Geodetic Survey in June 1991..
 LB1759
 LB1759.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1759.See file dsdata.txt to determine how the superseded data were derived.
 LB1759
 LB1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK679360(NAD 83)
 LB1759_MARKER: DB = BENCH MARK DISK
 LB1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1759_STAMPING: F 104 1946
 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 = OCTOBER  6, 2006
 LB1312 ***********************************************************************
 LB1312  DESIGNATION -  F 106
 LB1312  PID         -  LB1312
 LB1312  STATE/COUNTY-  IN/NEWTON
 LB1312  USGS QUAD   -  MOUNT AYR (1980)
 LB1312
 LB1312                         *CURRENT SURVEY CONTROL
 LB1312  ___________________________________________________________________
 LB1312* NAD 83(1986)-  40 56 27.     (N)    087 17 43.     (W)     SCALED    
 LB1312* NAVD 88     -       208.698  (meters)     684.70   (feet)  ADJUSTED  
 LB1312  ___________________________________________________________________
 LB1312  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 LB1312  DYNAMIC HT  -         208.607 (meters)     684.40  (feet)  COMP
 LB1312  MODELED GRAV-     980,186.1   (mgal)                       NAVD 88
 LB1312
 LB1312  VERT ORDER  -  SECOND    CLASS 0
 LB1312
 LB1312.The horizontal coordinates were scaled from a topographic map and have
 LB1312.an estimated accuracy of +/- 6 seconds.
 LB1312
 LB1312.The orthometric height was determined by differential leveling
 LB1312.and adjusted by the National Geodetic Survey in June 1991..
 LB1312
 LB1312.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1312.See file dsdata.txt to determine how the superseded data were derived.
 LB1312
 LB1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL751322(NAD 83)
 LB1312_MARKER: DB = BENCH MARK DISK
 LB1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1312_STAMPING: F 106 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1413 ***********************************************************************
 LB1413  DESIGNATION -  F 107
 LB1413  PID         -  LB1413
 LB1413  STATE/COUNTY-  IN/JASPER
 LB1413  USGS QUAD   -  GOODLAND (1976)
 LB1413
 LB1413                         *CURRENT SURVEY CONTROL
 LB1413  ___________________________________________________________________
 LB1413* NAD 83(1986)-  40 51 58.     (N)    087 15 04.     (W)     SCALED    
 LB1413* NAVD 88     -       198.861  (meters)     652.43   (feet)  ADJUSTED  
 LB1413  ___________________________________________________________________
 LB1413  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 LB1413  DYNAMIC HT  -         198.774 (meters)     652.14  (feet)  COMP
 LB1413  MODELED GRAV-     980,181.8   (mgal)                       NAVD 88
 LB1413
 LB1413  VERT ORDER  -  SECOND    CLASS 0
 LB1413
 LB1413.The horizontal coordinates were scaled from a topographic map and have
 LB1413.an estimated accuracy of +/- 6 seconds.
 LB1413
 LB1413.The orthometric height was determined by differential leveling
 LB1413.and adjusted by the National Geodetic Survey in June 1991..
 LB1413
 LB1413.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1413.See file dsdata.txt to determine how the superseded data were derived.
 LB1413
 LB1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL788239(NAD 83)
 LB1413_MARKER: DB = BENCH MARK DISK
 LB1413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1413_SP_SET: CULVERT
 LB1413_STAMPING: F 107 1946
 LB1413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1413
 LB1413  HISTORY     - Date     Condition        Report By
 LB1413  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1343 ***********************************************************************
 LB1343  DESIGNATION -  F 108
 LB1343  PID         -  LB1343
 LB1343  STATE/COUNTY-  IN/JASPER
 LB1343  USGS QUAD   -  REMINGTON (1980)
 LB1343
 LB1343                         *CURRENT SURVEY CONTROL
 LB1343  ___________________________________________________________________
 LB1343* NAD 83(1986)-  40 50 13.     (N)    087 09 15.     (W)     SCALED    
 LB1343* NAVD 88     -       206.311  (meters)     676.87   (feet)  ADJUSTED  
 LB1343  ___________________________________________________________________
 LB1343  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 LB1343  DYNAMIC HT  -         206.219 (meters)     676.57  (feet)  COMP
 LB1343  MODELED GRAV-     980,175.4   (mgal)                       NAVD 88
 LB1343
 LB1343  VERT ORDER  -  SECOND    CLASS 0
 LB1343
 LB1343.The horizontal coordinates were scaled from a topographic map and have
 LB1343.an estimated accuracy of +/- 6 seconds.
 LB1343
 LB1343.The orthometric height was determined by differential leveling
 LB1343.and adjusted by the National Geodetic Survey in June 1991..
 LB1343
 LB1343.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1343.See file dsdata.txt to determine how the superseded data were derived.
 LB1343
 LB1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL870206(NAD 83)
 LB1343_MARKER: DB = BENCH MARK DISK
 LB1343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1343_SP_SET: CULVERT
 LB1343_STAMPING: F 108 1946
 LB1343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1343
 LB1343  HISTORY     - Date     Condition        Report By
 LB1343  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1077 ***********************************************************************
 LB1077  DESIGNATION -  F 109
 LB1077  PID         -  LB1077
 LB1077  STATE/COUNTY-  IN/WHITE
 LB1077  USGS QUAD   -  FRANCESVILLE (1986)
 LB1077
 LB1077                         *CURRENT SURVEY CONTROL
 LB1077  ___________________________________________________________________
 LB1077* NAD 83(1986)-  40 52 57.     (N)    086 58 06.     (W)     SCALED    
 LB1077* NAVD 88     -       207.589  (meters)     681.06   (feet)  ADJUSTED  
 LB1077  ___________________________________________________________________
 LB1077  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 LB1077  DYNAMIC HT  -         207.497 (meters)     680.76  (feet)  COMP
 LB1077  MODELED GRAV-     980,173.8   (mgal)                       NAVD 88
 LB1077
 LB1077  VERT ORDER  -  SECOND    CLASS 0
 LB1077
 LB1077.The horizontal coordinates were scaled from a topographic map and have
 LB1077.an estimated accuracy of +/- 6 seconds.
 LB1077
 LB1077.The orthometric height was determined by differential leveling
 LB1077.and adjusted by the National Geodetic Survey in June 1991..
 LB1077
 LB1077.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1077.See file dsdata.txt to determine how the superseded data were derived.
 LB1077
 LB1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL026257(NAD 83)
 LB1077_MARKER: DB = BENCH MARK DISK
 LB1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1077_STAMPING: F 109 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0819 ***********************************************************************
 JA0819  DESIGNATION -  F 11
 JA0819  PID         -  JA0819
 JA0819  STATE/COUNTY-  IN/DAVIESS
 JA0819  USGS QUAD   -  MONTGOMERY (1984)
 JA0819
 JA0819                         *CURRENT SURVEY CONTROL
 JA0819  ___________________________________________________________________
 JA0819* NAD 83(1986)-  38 40 06.     (N)    087 01 02.     (W)     SCALED    
 JA0819* NAVD 88     -       151.210  (meters)     496.09   (feet)  ADJUSTED  
 JA0819  ___________________________________________________________________
 JA0819  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JA0819  DYNAMIC HT  -         151.114 (meters)     495.78  (feet)  COMP
 JA0819  MODELED GRAV-     979,989.7   (mgal)                       NAVD 88
 JA0819
 JA0819  VERT ORDER  -  FIRST     CLASS II
 JA0819
 JA0819.The horizontal coordinates were scaled from a topographic map and have
 JA0819.an estimated accuracy of +/- 6 seconds.
 JA0819
 JA0819.The orthometric height was determined by differential leveling
 JA0819.and adjusted by the National Geodetic Survey in June 1991..
 JA0819
 JA0819.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0819.See file dsdata.txt to determine how the superseded data were derived.
 JA0819
 JA0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH985799(NAD 83)
 JA0819_MARKER: DB = BENCH MARK DISK
 JA0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0819_STAMPING: F 11 1930 496.518
 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             NGS
 JA0819
 JA0819                          STATION DESCRIPTION
 JA0819
 JA0819'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1078 ***********************************************************************
 LB1078  DESIGNATION -  F 110
 LB1078  PID         -  LB1078
 LB1078  STATE/COUNTY-  IN/PULASKI
 LB1078  USGS QUAD   -  FRANCESVILLE (1986)
 LB1078
 LB1078                         *CURRENT SURVEY CONTROL
 LB1078  ___________________________________________________________________
 LB1078* NAD 83(1986)-  40 59 04.     (N)    086 53 30.     (W)     SCALED    
 LB1078* NAVD 88     -       207.387  (meters)     680.40   (feet)  ADJUSTED  
 LB1078  ___________________________________________________________________
 LB1078  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 LB1078  DYNAMIC HT  -         207.295 (meters)     680.10  (feet)  COMP
 LB1078  MODELED GRAV-     980,177.8   (mgal)                       NAVD 88
 LB1078
 LB1078  VERT ORDER  -  SECOND    CLASS 0
 LB1078
 LB1078.The horizontal coordinates were scaled from a topographic map and have
 LB1078.an estimated accuracy of +/- 6 seconds.
 LB1078
 LB1078.The orthometric height was determined by differential leveling
 LB1078.and adjusted by the National Geodetic Survey in June 1991..
 LB1078
 LB1078.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1078.See file dsdata.txt to determine how the superseded data were derived.
 LB1078
 LB1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL091370(NAD 83)
 LB1078_MARKER: DB = BENCH MARK DISK
 LB1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1078_STAMPING: F 110 1946
 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 = OCTOBER  6, 2006
 KA0809 ***********************************************************************
 KA0809  DESIGNATION -  F 111
 KA0809  PID         -  KA0809
 KA0809  STATE/COUNTY-  IN/BOONE
 KA0809  USGS QUAD   -  LIZTON (1970)
 KA0809
 KA0809                         *CURRENT SURVEY CONTROL
 KA0809  ___________________________________________________________________
 KA0809* NAD 83(1986)-  39 56 56.     (N)    086 37 12.     (W)     SCALED    
 KA0809* NAVD 88     -       293.831  (meters)     964.01   (feet)  ADJUSTED  
 KA0809  ___________________________________________________________________
 KA0809  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KA0809  DYNAMIC HT  -         293.671 (meters)     963.49  (feet)  COMP
 KA0809  MODELED GRAV-     980,072.7   (mgal)                       NAVD 88
 KA0809
 KA0809  VERT ORDER  -  SECOND    CLASS 0
 KA0809
 KA0809.The horizontal coordinates were scaled from a topographic map and have
 KA0809.an estimated accuracy of +/- 6 seconds.
 KA0809
 KA0809.The orthometric height was determined by differential leveling
 KA0809.and adjusted by the National Geodetic Survey in June 1991..
 KA0809
 KA0809.The geoid height was determined by GEOID03.
 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.      939,590.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0809.See file dsdata.txt to determine how the superseded data were derived.
 KA0809
 KA0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK324221(NAD 83)
 KA0809_MARKER: DB = BENCH MARK DISK
 KA0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0809_STAMPING: F 111 1946
 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 = OCTOBER  6, 2006
 LB0607 ***********************************************************************
 LB0607  DESIGNATION -  F 112
 LB0607  PID         -  LB0607
 LB0607  STATE/COUNTY-  IN/BOONE
 LB0607  USGS QUAD   -  WESTFIELD (1992)
 LB0607
 LB0607                         *CURRENT SURVEY CONTROL
 LB0607  ___________________________________________________________________
 LB0607* NAD 83(1986)-  40 02 29.     (N)    086 14 59.     (W)     SCALED    
 LB0607* NAVD 88     -       280.761  (meters)     921.13   (feet)  ADJUSTED  
 LB0607  ___________________________________________________________________
 LB0607  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 LB0607  DYNAMIC HT  -         280.604 (meters)     920.62  (feet)  COMP
 LB0607  MODELED GRAV-     980,060.1   (mgal)                       NAVD 88
 LB0607
 LB0607  VERT ORDER  -  SECOND    CLASS 0
 LB0607
 LB0607.The horizontal coordinates were scaled from a topographic map and have
 LB0607.an estimated accuracy of +/- 6 seconds.
 LB0607
 LB0607.The orthometric height was determined by differential leveling
 LB0607.and adjusted by the National Geodetic Survey in June 1991..
 LB0607
 LB0607.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 LB0607;SPC IN W     -   532,450.      971,140.      MT  (+/- 180 meters Scaled)
 LB0607
 LB0607                          SUPERSEDED SURVEY CONTROL
 LB0607
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0607.See file dsdata.txt to determine how the superseded data were derived.
 LB0607
 LB0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK640326(NAD 83)
 LB0607_MARKER: DB = BENCH MARK DISK
 LB0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0607_SP_SET: CONCRETE POST
 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
 LB0607  HISTORY     - Date     Condition        Report By
 LB0607  HISTORY     - 1946     MONUMENTED       CGS
 LB0607  HISTORY     - 1977     GOOD             LOCENG
 LB0607  HISTORY     - 19860730 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0884 ***********************************************************************
 LB0884  DESIGNATION -  F 113
 LB0884  PID         -  LB0884
 LB0884  STATE/COUNTY-  IN/BOONE
 LB0884  USGS QUAD   -  HAZELRIGG (1980)
 LB0884
 LB0884                         *CURRENT SURVEY CONTROL
 LB0884  ___________________________________________________________________
 LB0884* NAD 83(1986)-  40 06 59.     (N)    086 36 41.     (W)     SCALED    
 LB0884* NAVD 88     -       261.188  (meters)     856.91   (feet)  ADJUSTED  
 LB0884  ___________________________________________________________________
 LB0884  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 LB0884  DYNAMIC HT  -         261.047 (meters)     856.45  (feet)  COMP
 LB0884  MODELED GRAV-     980,077.2   (mgal)                       NAVD 88
 LB0884
 LB0884  VERT ORDER  -  SECOND    CLASS 0
 LB0884
 LB0884.The horizontal coordinates were scaled from a topographic map and have
 LB0884.an estimated accuracy of +/- 6 seconds.
 LB0884
 LB0884.The orthometric height was determined by differential leveling
 LB0884.and adjusted by the National Geodetic Survey in June 1991..
 LB0884
 LB0884.The geoid height was determined by GEOID03.
 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     -   540,550.      940,230.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0884.See file dsdata.txt to determine how the superseded data were derived.
 LB0884
 LB0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK331407(NAD 83)
 LB0884_MARKER: DB = BENCH MARK DISK
 LB0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0884_STAMPING: F 113 1946
 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 = OCTOBER  6, 2006
 LB0639 ***********************************************************************
 LB0639  DESIGNATION -  F 114
 LB0639  PID         -  LB0639
 LB0639  STATE/COUNTY-  IN/BOONE
 LB0639  USGS QUAD   -  LEBANON (1979)
 LB0639
 LB0639                         *CURRENT SURVEY CONTROL
 LB0639  ___________________________________________________________________
 LB0639* NAD 83(1986)-  40 06 24.     (N)    086 28 47.     (W)     SCALED    
 LB0639* NAVD 88     -       280.344  (meters)     919.76   (feet)  ADJUSTED  
 LB0639  ___________________________________________________________________
 LB0639  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 LB0639  DYNAMIC HT  -         280.191 (meters)     919.26  (feet)  COMP
 LB0639  MODELED GRAV-     980,071.5   (mgal)                       NAVD 88
 LB0639
 LB0639  VERT ORDER  -  SECOND    CLASS 0
 LB0639
 LB0639.The horizontal coordinates were scaled from a topographic map and have
 LB0639.an estimated accuracy of +/- 6 seconds.
 LB0639
 LB0639.The orthometric height was determined by differential leveling
 LB0639.and adjusted by the National Geodetic Survey in June 1991..
 LB0639
 LB0639.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0639.See file dsdata.txt to determine how the superseded data were derived.
 LB0639
 LB0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK443397(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0640 ***********************************************************************
 LB0640  DESIGNATION -  F 114 RESET 1953
 LB0640  PID         -  LB0640
 LB0640  STATE/COUNTY-  IN/BOONE
 LB0640  USGS QUAD   -  LEBANON (1979)
 LB0640
 LB0640                         *CURRENT SURVEY CONTROL
 LB0640  ___________________________________________________________________
 LB0640* NAD 83(1986)-  40 06 25.     (N)    086 28 49.     (W)     SCALED    
 LB0640* NAVD 88     -       279.74   (meters)     917.8    (feet)  RESET     
 LB0640  ___________________________________________________________________
 LB0640  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 LB0640
 LB0640  VERT ORDER  -  THIRD
 LB0640
 LB0640.The horizontal coordinates were scaled from a topographic map and have
 LB0640.an estimated accuracy of +/- 6 seconds.
 LB0640
 LB0640.The orthometric height was computed from unverified reset data.
 LB0640
 LB0640.The geoid height was determined by GEOID03.
 LB0640
 LB0640;                    North         East    Units  Estimated Accuracy
 LB0640;SPC IN W     -   539,570.      951,420.      MT  (+/- 180 meters Scaled)
 LB0640
 LB0640                          SUPERSEDED SURVEY CONTROL
 LB0640
 LB0640.No superseded survey control is available for this station.
 LB0640
 LB0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK442397(NAD 83)
 LB0640_MARKER: DB = BENCH MARK DISK
 LB0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0640_STAMPING: F 114 RESET 1953
 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             NGS
 LB0640
 LB0640                          STATION DESCRIPTION
 LB0640
 LB0640'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0038 ***********************************************************************
 LB0038  DESIGNATION -  F 115
 LB0038  PID         -  LB0038
 LB0038  STATE/COUNTY-  IN/CASS
 LB0038  USGS QUAD   -  YOUNG AMERICA (1959)
 LB0038
 LB0038                         *CURRENT SURVEY CONTROL
 LB0038  ___________________________________________________________________
 LB0038* NAD 83(1986)-  40 36 18.     (N)    086 16 44.     (W)     SCALED    
 LB0038* NAVD 88     -       232.928  (meters)     764.20   (feet)  ADJUSTED  
 LB0038  ___________________________________________________________________
 LB0038  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 LB0038  DYNAMIC HT  -         232.812 (meters)     763.82  (feet)  COMP
 LB0038  MODELED GRAV-     980,121.1   (mgal)                       NAVD 88
 LB0038
 LB0038  VERT ORDER  -  SECOND    CLASS 0
 LB0038
 LB0038.The horizontal coordinates were scaled from a topographic map and have
 LB0038.an estimated accuracy of +/- 6 seconds.
 LB0038
 LB0038.The orthometric height was determined by differential leveling
 LB0038.and adjusted by the National Geodetic Survey in June 1991..
 LB0038
 LB0038.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0038.See file dsdata.txt to determine how the superseded data were derived.
 LB0038
 LB0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK610951(NAD 83)
 LB0038_MARKER: DB = BENCH MARK DISK
 LB0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0038_STAMPING: F 115 1946
 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 = OCTOBER  6, 2006
 LB0320 ***********************************************************************
 LB0320  DESIGNATION -  F 116
 LB0320  PID         -  LB0320
 LB0320  STATE/COUNTY-  IN/CLINTON
 LB0320  USGS QUAD   -  BURLINGTON (1984)
 LB0320
 LB0320                         *CURRENT SURVEY CONTROL
 LB0320  ___________________________________________________________________
 LB0320* NAD 83(1986)-  40 24 36.     (N)    086 23 34.     (W)     SCALED    
 LB0320* NAVD 88     -       252.442  (meters)     828.22   (feet)  ADJUSTED  
 LB0320  ___________________________________________________________________
 LB0320  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 LB0320  DYNAMIC HT  -         252.310 (meters)     827.79  (feet)  COMP
 LB0320  MODELED GRAV-     980,097.1   (mgal)                       NAVD 88
 LB0320
 LB0320  VERT ORDER  -  SECOND    CLASS 0
 LB0320
 LB0320.The horizontal coordinates were scaled from a topographic map and have
 LB0320.an estimated accuracy of +/- 6 seconds.
 LB0320
 LB0320.The orthometric height was determined by differential leveling
 LB0320.and adjusted by the National Geodetic Survey in June 1991..
 LB0320
 LB0320.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0320.See file dsdata.txt to determine how the superseded data were derived.
 LB0320
 LB0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK515734(NAD 83)
 LB0320_MARKER: DB = BENCH MARK DISK
 LB0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0320_SP_SET: BOX CULVERT
 LB0320_STAMPING: F 116 1946
 LB0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0383 ***********************************************************************
 LB0383  DESIGNATION -  F 117
 LB0383  PID         -  LB0383
 LB0383  STATE/COUNTY-  IN/CARROLL
 LB0383  USGS QUAD   -  BURLINGTON (1984)
 LB0383
 LB0383                         *CURRENT SURVEY CONTROL
 LB0383  ___________________________________________________________________
 LB0383* NAD 83(1986)-  40 28 37.     (N)    086 26 51.     (W)     SCALED    
 LB0383* NAVD 88     -       221.757  (meters)     727.55   (feet)  ADJUSTED  
 LB0383  ___________________________________________________________________
 LB0383  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 LB0383  DYNAMIC HT  -         221.643 (meters)     727.17  (feet)  COMP
 LB0383  MODELED GRAV-     980,107.9   (mgal)                       NAVD 88
 LB0383
 LB0383  VERT ORDER  -  SECOND    CLASS 0
 LB0383
 LB0383.The horizontal coordinates were scaled from a topographic map and have
 LB0383.an estimated accuracy of +/- 6 seconds.
 LB0383
 LB0383.The orthometric height was determined by differential leveling
 LB0383.and adjusted by the National Geodetic Survey in June 1991..
 LB0383
 LB0383.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0383.See file dsdata.txt to determine how the superseded data were derived.
 LB0383
 LB0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK468808(NAD 83)
 LB0383_MARKER: DB = BENCH MARK DISK
 LB0383_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0383_SP_SET: CULVERT HEADWALL
 LB0383_STAMPING: F 117 1946
 LB0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0676 ***********************************************************************
 LB0676  DESIGNATION -  F 118
 LB0676  PID         -  LB0676
 LB0676  STATE/COUNTY-  IN/CARROLL
 LB0676  USGS QUAD   -  ROSSVILLE (1961)
 LB0676
 LB0676                         *CURRENT SURVEY CONTROL
 LB0676  ___________________________________________________________________
 LB0676* NAD 83(1986)-  40 28 45.     (N)    086 32 20.     (W)     SCALED    
 LB0676* NAVD 88     -       212.897  (meters)     698.48   (feet)  ADJUSTED  
 LB0676  ___________________________________________________________________
 LB0676  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 LB0676  DYNAMIC HT  -         212.789 (meters)     698.13  (feet)  COMP
 LB0676  MODELED GRAV-     980,113.5   (mgal)                       NAVD 88
 LB0676
 LB0676  VERT ORDER  -  SECOND    CLASS 0
 LB0676
 LB0676.The horizontal coordinates were scaled from a topographic map and have
 LB0676.an estimated accuracy of +/- 6 seconds.
 LB0676
 LB0676.The orthometric height was determined by differential leveling
 LB0676.and adjusted by the National Geodetic Survey in June 1991..
 LB0676
 LB0676.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0676.See file dsdata.txt to determine how the superseded data were derived.
 LB0676
 LB0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK390810(NAD 83)
 LB0676_MARKER: DB = BENCH MARK DISK
 LB0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0676_STAMPING: F 118 1946
 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 = OCTOBER  6, 2006
 LB0690 ***********************************************************************
 LB0690  DESIGNATION -  F 119
 LB0690  PID         -  LB0690
 LB0690  STATE/COUNTY-  IN/CARROLL
 LB0690  USGS QUAD   -  PYRMONT (1961)
 LB0690
 LB0690                         *CURRENT SURVEY CONTROL
 LB0690  ___________________________________________________________________
 LB0690* NAD 83(1986)-  40 27 14.     (N)    086 37 34.     (W)     SCALED    
 LB0690* NAVD 88     -       215.752  (meters)     707.85   (feet)  ADJUSTED  
 LB0690  ___________________________________________________________________
 LB0690  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 LB0690  DYNAMIC HT  -         215.643 (meters)     707.49  (feet)  COMP
 LB0690  MODELED GRAV-     980,117.4   (mgal)                       NAVD 88
 LB0690
 LB0690  VERT ORDER  -  SECOND    CLASS 0
 LB0690
 LB0690.The horizontal coordinates were scaled from a topographic map and have
 LB0690.an estimated accuracy of +/- 6 seconds.
 LB0690
 LB0690.The orthometric height was determined by differential leveling
 LB0690.and adjusted by the National Geodetic Survey in June 1991..
 LB0690
 LB0690.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0690.See file dsdata.txt to determine how the superseded data were derived.
 LB0690
 LB0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK317782(NAD 83)
 LB0690_MARKER: DB = BENCH MARK DISK
 LB0690_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0690_SP_SET: PIPE CULVERT HEADWALL
 LB0690_STAMPING: F 119 1946
 LB0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JA0898 ***********************************************************************
 JA0898  DESIGNATION -  F 12
 JA0898  PID         -  JA0898
 JA0898  STATE/COUNTY-  IN/DAVIESS
 JA0898  USGS QUAD   -  WASHINGTON (1980)
 JA0898
 JA0898                         *CURRENT SURVEY CONTROL
 JA0898  ___________________________________________________________________
 JA0898* NAD 83(1986)-  38 43 19.     (N)    087 11 43.     (W)     SCALED    
 JA0898* NAVD 88     -       138.929  (meters)     455.80   (feet)  ADJUSTED  
 JA0898  ___________________________________________________________________
 JA0898  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JA0898  DYNAMIC HT  -         138.842 (meters)     455.52  (feet)  COMP
 JA0898  MODELED GRAV-     979,997.8   (mgal)                       NAVD 88
 JA0898
 JA0898  VERT ORDER  -  FIRST     CLASS II
 JA0898
 JA0898.The horizontal coordinates were scaled from a topographic map and have
 JA0898.an estimated accuracy of +/- 6 seconds.
 JA0898
 JA0898.The orthometric height was determined by differential leveling
 JA0898.and adjusted by the National Geodetic Survey in June 1991..
 JA0898
 JA0898.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0898.See file dsdata.txt to determine how the superseded data were derived.
 JA0898
 JA0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH830859(NAD 83)
 JA0898_MARKER: DB = BENCH MARK DISK
 JA0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0898_STAMPING: F 12 1930 456.265
 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             NGS
 JA0898  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0898
 JA0898                          STATION DESCRIPTION
 JA0898
 JA0898'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0262 ***********************************************************************
 MD0262  DESIGNATION -  F 12
 MD0262  PID         -  MD0262
 MD0262  STATE/COUNTY-  IN/ALLEN
 MD0262  USGS QUAD   -  MAPLES (1992)
 MD0262
 MD0262                         *CURRENT SURVEY CONTROL
 MD0262  ___________________________________________________________________
 MD0262* NAD 83(1986)-  41 04 14.     (N)    084 59 54.     (W)     SCALED    
 MD0262* NAVD 88     -       232.194  (meters)     761.79   (feet)  ADJUSTED  
 MD0262  ___________________________________________________________________
 MD0262  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 MD0262  DYNAMIC HT  -         232.100 (meters)     761.48  (feet)  COMP
 MD0262  MODELED GRAV-     980,212.5   (mgal)                       NAVD 88
 MD0262
 MD0262  VERT ORDER  -  FIRST     CLASS I
 MD0262
 MD0262.The horizontal coordinates were scaled from a topographic map and have
 MD0262.an estimated accuracy of +/- 6 seconds.
 MD0262
 MD0262.The orthometric height was determined by differential leveling
 MD0262.and adjusted by the National Geodetic Survey in June 1991..
 MD0262
 MD0262.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD0262
 MD0262  NGVD 29 (01/19/93)  232.351  (m)          762.30   (f) ADJUSTED    1 1
 MD0262
 MD0262.Superseded values are not recommended for survey control.
 MD0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0262.See file dsdata.txt to determine how the superseded data were derived.
 MD0262
 MD0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL681485(NAD 83)
 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 10, 2003
 MD0262
 MD0262  HISTORY     - Date     Condition        Report By
 MD0262  HISTORY     - UNK      MONUMENTED       INHD
 MD0262  HISTORY     - 1968     GOOD             NGS
 MD0262  HISTORY     - 19921015 GOOD             NGS
 MD0262  HISTORY     - 20030510 GOOD             GEOCAC
 MD0262
 MD0262                          STATION DESCRIPTION
 MD0262
 MD0262'DESCRIBED BY NATIONAL 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)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0710 ***********************************************************************
 LB0710  DESIGNATION -  F 120
 LB0710  PID         -  LB0710
 LB0710  STATE/COUNTY-  IN/CARROLL
 LB0710  USGS QUAD   -  ROSSVILLE (1961)
 LB0710
 LB0710                         *CURRENT SURVEY CONTROL
 LB0710  ___________________________________________________________________
 LB0710* NAD 83(1986)-  40 27 47.     (N)    086 34 24.     (W)     SCALED    
 LB0710* NAVD 88     -       222.055  (meters)     728.53   (feet)  ADJUSTED  
 LB0710  ___________________________________________________________________
 LB0710  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 LB0710  DYNAMIC HT  -         221.943 (meters)     728.16  (feet)  COMP
 LB0710  MODELED GRAV-     980,114.5   (mgal)                       NAVD 88
 LB0710
 LB0710  VERT ORDER  -  SECOND    CLASS 0
 LB0710
 LB0710.The horizontal coordinates were scaled from a topographic map and have
 LB0710.an estimated accuracy of +/- 6 seconds.
 LB0710
 LB0710.The orthometric height was determined by differential leveling
 LB0710.and adjusted by the National Geodetic Survey in June 1991..
 LB0710
 LB0710.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0710.See file dsdata.txt to determine how the superseded data were derived.
 LB0710
 LB0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK361792(NAD 83)
 LB0710_MARKER: DB = BENCH MARK DISK
 LB0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0710_STAMPING: F 120 1946
 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 = OCTOBER  6, 2006
 KA0644 ***********************************************************************
 KA0644  DESIGNATION -  F 121
 KA0644  PID         -  KA0644
 KA0644  STATE/COUNTY-  IN/PUTNAM
 KA0644  USGS QUAD   -  REELSVILLE (1986)
 KA0644
 KA0644                         *CURRENT SURVEY CONTROL
 KA0644  ___________________________________________________________________
 KA0644* NAD 83(1986)-  39 36 44.     (N)    086 59 39.     (W)     SCALED    
 KA0644* NAVD 88     -       228.471  (meters)     749.58   (feet)  ADJUSTED  
 KA0644  ___________________________________________________________________
 KA0644  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KA0644  DYNAMIC HT  -         228.340 (meters)     749.15  (feet)  COMP
 KA0644  MODELED GRAV-     980,046.6   (mgal)                       NAVD 88
 KA0644
 KA0644  VERT ORDER  -  FIRST     CLASS II
 KA0644
 KA0644.The horizontal coordinates were scaled from a topographic map and have
 KA0644.an estimated accuracy of +/- 6 seconds.
 KA0644
 KA0644.The orthometric height was determined by differential leveling
 KA0644.and adjusted by the National Geodetic Survey in June 1991..
 KA0644
 KA0644.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0644.See file dsdata.txt to determine how the superseded data were derived.
 KA0644
 KA0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ005847(NAD 83)
 KA0644_MARKER: DB = BENCH MARK DISK
 KA0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0644_STAMPING: F 212 1946
 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 = OCTOBER  6, 2006
 KA0601 ***********************************************************************
 KA0601  CBN         -  This is a Cooperative Base Network Control Station.
 KA0601  DESIGNATION -  F 122
 KA0601  PID         -  KA0601
 KA0601  STATE/COUNTY-  IN/PUTNAM
 KA0601  USGS QUAD   -  GREENCASTLE (1986)
 KA0601
 KA0601                         *CURRENT SURVEY CONTROL
 KA0601  ___________________________________________________________________
 KA0601* NAD 83(1997)-  39 37 37.47148(N)    086 49 09.04829(W)     ADJUSTED  
 KA0601* NAVD 88     -       246.099  (meters)     807.41   (feet)  ADJUSTED  
 KA0601  ___________________________________________________________________
 KA0601  X           -     272,963.164 (meters)                     COMP
 KA0601  Y           -  -4,911,804.883 (meters)                     COMP
 KA0601  Z           -   4,046,316.090 (meters)                     COMP
 KA0601  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 KA0601  ELLIP HEIGHT-         213.09  (meters)          (04/10/98) GPS OBS
 KA0601  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KA0601  DYNAMIC HT  -         245.959 (meters)     806.95  (feet)  COMP
 KA0601  MODELED GRAV-     980,053.5   (mgal)                       NAVD 88
 KA0601
 KA0601  HORZ ORDER  -  B
 KA0601  VERT ORDER  -  SECOND    CLASS 0
 KA0601  ELLP ORDER  -  FOURTH    CLASS I
 KA0601
 KA0601.The horizontal coordinates were established by GPS observations
 KA0601.and adjusted by the National Geodetic Survey in April 1998..
 KA0601
 KA0601.The orthometric height was determined by differential leveling
 KA0601.and adjusted by the National Geodetic Survey in June 1991..
 KA0601
 KA0601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA0601
 KA0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA0601
 KA0601.The ellipsoidal height was determined by GPS observations
 KA0601.and is referenced to NAD 83.
 KA0601
 KA0601.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 KA0601;SPC IN W     -   486,146.150   922,678.554   MT  0.99997300   +0 10 06.5
 KA0601;SPC IN W     - 1,594,964.49  3,027,154.56   sFT  0.99997300   +0 10 06.5
 KA0601;UTM  16      - 4,386,383.189   515,518.375   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  =   0.99956954
 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|---------------------------------------------------------------------|
 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(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 (04/10/98)  246.10   (m)          807.4    (f) LEVELING    3  
 KA0601  NGVD 29 (??/??/92)  246.209  (m)          807.77   (f) ADJ UNCH    2 0
 KA0601
 KA0601.Superseded values are not recommended for survey control.
 KA0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0601.See file dsdata.txt to determine how the superseded data were derived.
 KA0601
 KA0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1551886383(NAD 83)
 KA0601_MARKER: DB = BENCH MARK DISK
 KA0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0601_SP_SET: CONCRETE POST
 KA0601_STAMPING: F 122 1946
 KA0601_MARK LOGO: CGS   
 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 - May 27, 1997
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1398 ***********************************************************************
 LB1398  DESIGNATION -  F 123
 LB1398  PID         -  LB1398
 LB1398  STATE/COUNTY-  IN/WHITE
 LB1398  USGS QUAD   -  ROUND GROVE (1962)
 LB1398
 LB1398                         *CURRENT SURVEY CONTROL
 LB1398  ___________________________________________________________________
 LB1398* NAD 83(1986)-  40 36 23.     (N)    087 05 45.     (W)     SCALED    
 LB1398* NAVD 88     -       221.690  (meters)     727.33   (feet)  ADJUSTED  
 LB1398  ___________________________________________________________________
 LB1398  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 LB1398  DYNAMIC HT  -         221.582 (meters)     726.97  (feet)  COMP
 LB1398  MODELED GRAV-     980,132.9   (mgal)                       NAVD 88
 LB1398
 LB1398  VERT ORDER  -  SECOND    CLASS 0
 LB1398
 LB1398.The horizontal coordinates were scaled from a topographic map and have
 LB1398.an estimated accuracy of +/- 6 seconds.
 LB1398
 LB1398.The orthometric height was determined by differential leveling
 LB1398.and adjusted by the National Geodetic Survey in June 1991..
 LB1398
 LB1398.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1398.See file dsdata.txt to determine how the superseded data were derived.
 LB1398
 LB1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK918950(NAD 83)
 LB1398_MARKER: DB = BENCH MARK DISK
 LB1398_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1398_SP_SET: CULVERT
 LB1398_STAMPING: F 123 1946
 LB1398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1324 ***********************************************************************
 LB1324  DESIGNATION -  F 124
 LB1324  PID         -  LB1324
 LB1324  STATE/COUNTY-  IN/BENTON
 LB1324  USGS QUAD   -  FOWLER (1980)
 LB1324
 LB1324                         *CURRENT SURVEY CONTROL
 LB1324  ___________________________________________________________________
 LB1324* NAD 83(1986)-  40 36 22.     (N)    087 15 58.     (W)     SCALED    
 LB1324* NAVD 88     -       246.702  (meters)     809.39   (feet)  ADJUSTED  
 LB1324  ___________________________________________________________________
 LB1324  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 LB1324  DYNAMIC HT  -         246.581 (meters)     808.99  (feet)  COMP
 LB1324  MODELED GRAV-     980,131.1   (mgal)                       NAVD 88
 LB1324
 LB1324  VERT ORDER  -  SECOND    CLASS 0
 LB1324
 LB1324.The horizontal coordinates were scaled from a topographic map and have
 LB1324.an estimated accuracy of +/- 6 seconds.
 LB1324
 LB1324.The orthometric height was determined by differential leveling
 LB1324.and adjusted by the National Geodetic Survey in June 1991..
 LB1324
 LB1324.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1324.See file dsdata.txt to determine how the superseded data were derived.
 LB1324
 LB1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK774950(NAD 83)
 LB1324_MARKER: DB = BENCH MARK DISK
 LB1324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1324_SP_SET: CULVERT
 LB1324_STAMPING: F 124 1946
 LB1324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB2675 ***********************************************************************
 LB2675  DESIGNATION -  F 124 RESET
 LB2675  PID         -  LB2675
 LB2675  STATE/COUNTY-  IN/BENTON
 LB2675  USGS QUAD   -  FOWLER (1980)
 LB2675
 LB2675                         *CURRENT SURVEY CONTROL
 LB2675  ___________________________________________________________________
 LB2675* NAD 83(1997)-  40 36 21.36336(N)    087 15 58.86578(W)     ADJUSTED  
 LB2675* NAVD 88     -       246.70   (meters)     809.4    (feet)  RESET     
 LB2675  ___________________________________________________________________
 LB2675  X           -     231,280.322 (meters)                     COMP
 LB2675  Y           -  -4,843,830.644 (meters)                     COMP
 LB2675  Z           -   4,129,436.716 (meters)                     COMP
 LB2675  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 LB2675  ELLIP HEIGHT-         213.35  (meters)          (05/25/99) GPS OBS
 LB2675  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 LB2675
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2675
 LB2675.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2675
 LB2675.The ellipsoidal height was determined by GPS observations
 LB2675.and is referenced to NAD 83.
 LB2675
 LB2675.The geoid height was determined by GEOID03.
 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                          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 (04/16/04)  246.76   (m)          809.6    (f) RESET       3  
 LB2675
 LB2675.Superseded values are not recommended for survey control.
 LB2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2675.See file dsdata.txt to determine how the superseded data were derived.
 LB2675
 LB2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7746795048(NAD 83)
 LB2675_MARKER: DB = BENCH MARK DISK
 LB2675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2675_SP_SET: SQUARE CONCRETE MONUMENT
 LB2675_STAMPING: F 124 RESET 1985
 LB2675_MARK LOGO: NGS   
 LB2675_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  6, 2006
 LB1465 ***********************************************************************
 LB1465  DESIGNATION -  F 125
 LB1465  PID         -  LB1465
 LB1465  STATE/COUNTY-  IN/WHITE
 LB1465  USGS QUAD   -  TEMPLETON NE (1980)
 LB1465
 LB1465                         *CURRENT SURVEY CONTROL
 LB1465  ___________________________________________________________________
 LB1465* NAD 83(1986)-  40 40 39.     (N)    087 00 14.     (W)     SCALED    
 LB1465* NAVD 88     -       221.204  (meters)     725.73   (feet)  ADJUSTED  
 LB1465  ___________________________________________________________________
 LB1465  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 LB1465  DYNAMIC HT  -         221.099 (meters)     725.39  (feet)  COMP
 LB1465  MODELED GRAV-     980,145.4   (mgal)                       NAVD 88
 LB1465
 LB1465  VERT ORDER  -  SECOND    CLASS 0
 LB1465
 LB1465.The horizontal coordinates were scaled from a topographic map and have
 LB1465.an estimated accuracy of +/- 6 seconds.
 LB1465
 LB1465.The orthometric height was determined by differential leveling
 LB1465.and adjusted by the National Geodetic Survey in June 1991..
 LB1465
 LB1465.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1465.See file dsdata.txt to determine how the superseded data were derived.
 LB1465
 LB1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL996029(NAD 83)
 LB1465_MARKER: DB = BENCH MARK DISK
 LB1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1465_STAMPING: F 125 1946
 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 = OCTOBER  6, 2006
 LB1054 ***********************************************************************
 LB1054  DESIGNATION -  F 126
 LB1054  PID         -  LB1054
 LB1054  STATE/COUNTY-  IN/WHITE
 LB1054  USGS QUAD   -  MONTICELLO NORTH (1986)
 LB1054
 LB1054                         *CURRENT SURVEY CONTROL
 LB1054  ___________________________________________________________________
 LB1054* NAD 83(1986)-  40 52 09.     (N)    086 47 31.     (W)     SCALED    
 LB1054* NAVD 88     -       204.471  (meters)     670.84   (feet)  ADJUSTED  
 LB1054  ___________________________________________________________________
 LB1054  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 LB1054  DYNAMIC HT  -         204.380 (meters)     670.54  (feet)  COMP
 LB1054  MODELED GRAV-     980,171.4   (mgal)                       NAVD 88
 LB1054
 LB1054  VERT ORDER  -  SECOND    CLASS 0
 LB1054
 LB1054.The horizontal coordinates were scaled from a topographic map and have
 LB1054.an estimated accuracy of +/- 6 seconds.
 LB1054
 LB1054.The orthometric height was determined by differential leveling
 LB1054.and adjusted by the National Geodetic Survey in June 1991..
 LB1054
 LB1054.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1054.See file dsdata.txt to determine how the superseded data were derived.
 LB1054
 LB1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL175242(NAD 83)
 LB1054_MARKER: DB = BENCH MARK DISK
 LB1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1054_STAMPING: F 126 1946
 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 = OCTOBER  6, 2006
 LB0941 ***********************************************************************
 LB0941  DESIGNATION -  F 127
 LB0941  PID         -  LB0941
 LB0941  STATE/COUNTY-  IN/WHITE
 LB0941  USGS QUAD   -  BURNETTSVILLE (1962)
 LB0941
 LB0941                         *CURRENT SURVEY CONTROL
 LB0941  ___________________________________________________________________
 LB0941* NAD 83(1986)-  40 50 27.     (N)    086 35 58.     (W)     SCALED    
 LB0941* NAVD 88     -       216.987  (meters)     711.90   (feet)  ADJUSTED  
 LB0941  ___________________________________________________________________
 LB0941  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 LB0941  DYNAMIC HT  -         216.889 (meters)     711.58  (feet)  COMP
 LB0941  MODELED GRAV-     980,167.9   (mgal)                       NAVD 88
 LB0941
 LB0941  VERT ORDER  -  SECOND    CLASS 0
 LB0941
 LB0941.The horizontal coordinates were scaled from a topographic map and have
 LB0941.an estimated accuracy of +/- 6 seconds.
 LB0941
 LB0941.The orthometric height was determined by differential leveling
 LB0941.and adjusted by the National Geodetic Survey in June 1991..
 LB0941
 LB0941.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0941.See file dsdata.txt to determine how the superseded data were derived.
 LB0941
 LB0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL337211(NAD 83)
 LB0941_MARKER: DB = BENCH MARK DISK
 LB0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0941_STAMPING: F 127 1946
 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 = OCTOBER  6, 2006
 LB1136 ***********************************************************************
 LB1136  DESIGNATION -  F 128
 LB1136  PID         -  LB1136
 LB1136  STATE/COUNTY-  IN/PULASKI
 LB1136  USGS QUAD   -  BUFFALO (1979)
 LB1136
 LB1136                         *CURRENT SURVEY CONTROL
 LB1136  ___________________________________________________________________
 LB1136* NAD 83(1986)-  40 58 14.     (N)    086 43 04.     (W)     SCALED    
 LB1136* NAVD 88     -       209.891  (meters)     688.62   (feet)  ADJUSTED  
 LB1136  ___________________________________________________________________
 LB1136  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 LB1136  DYNAMIC HT  -         209.799 (meters)     688.32  (feet)  COMP
 LB1136  MODELED GRAV-     980,183.5   (mgal)                       NAVD 88
 LB1136
 LB1136  VERT ORDER  -  SECOND    CLASS 0
 LB1136
 LB1136.The horizontal coordinates were scaled from a topographic map and have
 LB1136.an estimated accuracy of +/- 6 seconds.
 LB1136
 LB1136.The orthometric height was determined by differential leveling
 LB1136.and adjusted by the National Geodetic Survey in June 1991..
 LB1136
 LB1136.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1136.See file dsdata.txt to determine how the superseded data were derived.
 LB1136
 LB1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL237355(NAD 83)
 LB1136_MARKER: DB = BENCH MARK DISK
 LB1136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1136_SP_SET: CULVERT
 LB1136_STAMPING: F 128 1946
 LB1136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1047 ***********************************************************************
 LB1047  DESIGNATION -  F 129
 LB1047  PID         -  LB1047
 LB1047  STATE/COUNTY-  IN/PULASKI
 LB1047  USGS QUAD   -  STAR CITY (1962)
 LB1047
 LB1047                         *CURRENT SURVEY CONTROL
 LB1047  ___________________________________________________________________
 LB1047* NAD 83(1986)-  40 57 26.     (N)    086 32 55.     (W)     SCALED    
 LB1047* NAVD 88     -       217.834  (meters)     714.68   (feet)  ADJUSTED  
 LB1047  ___________________________________________________________________
 LB1047  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 LB1047  DYNAMIC HT  -         217.739 (meters)     714.37  (feet)  COMP
 LB1047  MODELED GRAV-     980,181.7   (mgal)                       NAVD 88
 LB1047
 LB1047  VERT ORDER  -  SECOND    CLASS 0
 LB1047
 LB1047.The horizontal coordinates were scaled from a topographic map and have
 LB1047.an estimated accuracy of +/- 6 seconds.
 LB1047
 LB1047.The orthometric height was determined by differential leveling
 LB1047.and adjusted by the National Geodetic Survey in June 1991..
 LB1047
 LB1047.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1047.See file dsdata.txt to determine how the superseded data were derived.
 LB1047
 LB1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL379341(NAD 83)
 LB1047_MARKER: DB = BENCH MARK DISK
 LB1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1047_STAMPING: F 129 1946
 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 = OCTOBER  6, 2006
 MD0996 ***********************************************************************
 MD0996  DESIGNATION -  F 13
 MD0996  PID         -  MD0996
 MD0996  STATE/COUNTY-  IN/KOSCIUSKO
 MD0996  USGS QUAD   -  PIERCETON (1994)
 MD0996
 MD0996                         *CURRENT SURVEY CONTROL
 MD0996  ___________________________________________________________________
 MD0996* NAD 83(1986)-  41 11 29.     (N)    085 40 07.     (W)     SCALED    
 MD0996* NAVD 88     -       286.812  (meters)     940.98   (feet)  ADJUSTED  
 MD0996  ___________________________________________________________________
 MD0996  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 MD0996  DYNAMIC HT  -         286.693 (meters)     940.59  (feet)  COMP
 MD0996  MODELED GRAV-     980,199.9   (mgal)                       NAVD 88
 MD0996
 MD0996  VERT ORDER  -  FIRST     CLASS I
 MD0996
 MD0996.The horizontal coordinates were scaled from a topographic map and have
 MD0996.an estimated accuracy of +/- 6 seconds.
 MD0996
 MD0996.The orthometric height was determined by differential leveling
 MD0996.and adjusted by the National Geodetic Survey in June 1991..
 MD0996
 MD0996.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD0996
 MD0996  NGVD 29 (01/19/93)  286.953  (m)          941.45   (f) ADJUSTED    1 1
 MD0996
 MD0996.Superseded values are not recommended for survey control.
 MD0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0996.See file dsdata.txt to determine how the superseded data were derived.
 MD0996
 MD0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL116608(NAD 83)
 MD0996_MARKER: DD = SURVEY DISK
 MD0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0996_SP_SET: CONCRETE POST
 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             NGS
 MD0996  HISTORY     - 19921008 GOOD             NGS
 MD0996  HISTORY     - 19971125 MARK NOT FOUND   USPSQD
 MD0996
 MD0996                          STATION DESCRIPTION
 MD0996
 MD0996'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0383 ***********************************************************************
 KA0383  DESIGNATION -  F 13
 KA0383  PID         -  KA0383
 KA0383  STATE/COUNTY-  IN/OWEN
 KA0383  USGS QUAD   -  GOSPORT (1983)
 KA0383
 KA0383                         *CURRENT SURVEY CONTROL
 KA0383  ___________________________________________________________________
 KA0383* NAD 83(1986)-  39 18 53.     (N)    086 43 57.     (W)     SCALED    
 KA0383* NAVD 88     -       169.809  (meters)     557.12   (feet)  ADJUSTED  
 KA0383  ___________________________________________________________________
 KA0383  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KA0383  DYNAMIC HT  -         169.709 (meters)     556.79  (feet)  COMP
 KA0383  MODELED GRAV-     980,036.1   (mgal)                       NAVD 88
 KA0383
 KA0383  VERT ORDER  -  FIRST     CLASS II
 KA0383
 KA0383.The horizontal coordinates were scaled from a topographic map and have
 KA0383.an estimated accuracy of +/- 6 seconds.
 KA0383
 KA0383.The orthometric height was determined by differential leveling
 KA0383.and adjusted by the National Geodetic Survey in June 1991..
 KA0383
 KA0383.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0383.See file dsdata.txt to determine how the superseded data were derived.
 KA0383
 KA0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ230517(NAD 83)
 KA0383_MARKER: DB = BENCH MARK DISK
 KA0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0383_STAMPING: 557.538 F 13 1930
 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             NGS
 KA0383
 KA0383                          STATION DESCRIPTION
 KA0383
 KA0383'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0713 ***********************************************************************
 ME0713  DESIGNATION -  F 130
 ME0713  PID         -  ME0713
 ME0713  STATE/COUNTY-  IN/PULASKI
 ME0713  USGS QUAD   -  NORTH JUDSON SE (1962)
 ME0713
 ME0713                         *CURRENT SURVEY CONTROL
 ME0713  ___________________________________________________________________
 ME0713* NAD 83(1986)-  41 05 07.     (N)    086 46 36.     (W)     SCALED    
 ME0713* NAVD 88     -       211.100  (meters)     692.58   (feet)  ADJUSTED  
 ME0713  ___________________________________________________________________
 ME0713  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME0713  DYNAMIC HT  -         211.009 (meters)     692.29  (feet)  COMP
 ME0713  MODELED GRAV-     980,187.7   (mgal)                       NAVD 88
 ME0713
 ME0713  VERT ORDER  -  SECOND    CLASS 0
 ME0713
 ME0713.The horizontal coordinates were scaled from a topographic map and have
 ME0713.an estimated accuracy of +/- 6 seconds.
 ME0713
 ME0713.The orthometric height was determined by differential leveling
 ME0713.and adjusted by the National Geodetic Survey in June 1991..
 ME0713
 ME0713.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0713.See file dsdata.txt to determine how the superseded data were derived.
 ME0713
 ME0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL187482(NAD 83)
 ME0713_MARKER: DB = BENCH MARK DISK
 ME0713_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0713_SP_SET: CULVERT
 ME0713_STAMPING: F 130 1946
 ME0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0713
 ME0713  HISTORY     - Date     Condition        Report By
 ME0713  HISTORY     - 1946     MONUMENTED       CGS
 ME0713  HISTORY     - 1969     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 ME0755 ***********************************************************************
 ME0755  DESIGNATION -  F 131
 ME0755  PID         -  ME0755
 ME0755  STATE/COUNTY-  IN/PULASKI
 ME0755  USGS QUAD   -  WINAMAC (1980)
 ME0755
 ME0755                         *CURRENT SURVEY CONTROL
 ME0755  ___________________________________________________________________
 ME0755* NAD 83(1986)-  41 00 42.     (N)    086 30 49.     (W)     SCALED    
 ME0755* NAVD 88     -       223.613  (meters)     733.64   (feet)  ADJUSTED  
 ME0755  ___________________________________________________________________
 ME0755  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 ME0755  DYNAMIC HT  -         223.515 (meters)     733.32  (feet)  COMP
 ME0755  MODELED GRAV-     980,182.8   (mgal)                       NAVD 88
 ME0755
 ME0755  VERT ORDER  -  SECOND    CLASS 0
 ME0755
 ME0755.The horizontal coordinates were scaled from a topographic map and have
 ME0755.an estimated accuracy of +/- 6 seconds.
 ME0755
 ME0755.The orthometric height was determined by differential leveling
 ME0755.and adjusted by the National Geodetic Survey in June 1991..
 ME0755
 ME0755.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0755.See file dsdata.txt to determine how the superseded data were derived.
 ME0755
 ME0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL408401(NAD 83)
 ME0755_MARKER: DB = BENCH MARK DISK
 ME0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0755_STAMPING: F 131 1946
 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 = OCTOBER  6, 2006
 ME0665 ***********************************************************************
 ME0665  DESIGNATION -  F 132
 ME0665  PID         -  ME0665
 ME0665  STATE/COUNTY-  IN/STARKE
 ME0665  USGS QUAD   -  DENHAM (1962)
 ME0665
 ME0665                         *CURRENT SURVEY CONTROL
 ME0665  ___________________________________________________________________
 ME0665* NAD 83(1986)-  41 10 19.     (N)    086 43 03.     (W)     SCALED    
 ME0665* NAVD 88     -       213.359  (meters)     700.00   (feet)  ADJUSTED  
 ME0665  ___________________________________________________________________
 ME0665  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 ME0665  DYNAMIC HT  -         213.268 (meters)     699.70  (feet)  COMP
 ME0665  MODELED GRAV-     980,193.5   (mgal)                       NAVD 88
 ME0665
 ME0665  VERT ORDER  -  SECOND    CLASS 0
 ME0665
 ME0665.The horizontal coordinates were scaled from a topographic map and have
 ME0665.an estimated accuracy of +/- 6 seconds.
 ME0665
 ME0665.The orthometric height was determined by differential leveling
 ME0665.and adjusted by the National Geodetic Survey in June 1991..
 ME0665
 ME0665.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0665.See file dsdata.txt to determine how the superseded data were derived.
 ME0665
 ME0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL236578(NAD 83)
 ME0665_MARKER: DB = BENCH MARK DISK
 ME0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0665+STABILITY: SURFACE MOTION
 ME0665
 ME0665  HISTORY     - Date     Condition        Report By
 ME0665  HISTORY     - UNK      MONUMENTED       CGS
 ME0665  HISTORY     - 1946     GOOD             NGS
 ME0665  HISTORY     - 1969     GOOD             NGS
 ME0665
 ME0665                          STATION DESCRIPTION
 ME0665
 ME0665'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1969
 ME0665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0402 ***********************************************************************
 ME0402  DESIGNATION -  F 133
 ME0402  PID         -  ME0402
 ME0402  STATE/COUNTY-  IN/MARSHALL
 ME0402  USGS QUAD   -  CULVER (1980)
 ME0402
 ME0402                         *CURRENT SURVEY CONTROL
 ME0402  ___________________________________________________________________
 ME0402* NAD 83(1986)-  41 13 33.     (N)    086 23 06.     (W)     SCALED    
 ME0402* NAVD 88     -       244.511  (meters)     802.20   (feet)  ADJUSTED  
 ME0402  ___________________________________________________________________
 ME0402  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME0402  DYNAMIC HT  -         244.409 (meters)     801.87  (feet)  COMP
 ME0402  MODELED GRAV-     980,199.9   (mgal)                       NAVD 88
 ME0402
 ME0402  VERT ORDER  -  SECOND    CLASS 0
 ME0402
 ME0402.The horizontal coordinates were scaled from a topographic map and have
 ME0402.an estimated accuracy of +/- 6 seconds.
 ME0402
 ME0402.The orthometric height was determined by differential leveling
 ME0402.and adjusted by the National Geodetic Survey in June 1991..
 ME0402
 ME0402.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0402.See file dsdata.txt to determine how the superseded data were derived.
 ME0402
 ME0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL515640(NAD 83)
 ME0402_MARKER: DB = BENCH MARK DISK
 ME0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0402_STAMPING: F 133 1946
 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 = OCTOBER  6, 2006
 ME0472 ***********************************************************************
 ME0472  DESIGNATION -  F 134
 ME0472  PID         -  ME0472
 ME0472  STATE/COUNTY-  IN/PULASKI
 ME0472  USGS QUAD   -  KEWANNA (1977)
 ME0472
 ME0472                         *CURRENT SURVEY CONTROL
 ME0472  ___________________________________________________________________
 ME0472* NAD 83(1986)-  41 06 47.     (N)    086 29 09.     (W)     SCALED    
 ME0472* NAVD 88     -       221.853  (meters)     727.86   (feet)  ADJUSTED  
 ME0472  ___________________________________________________________________
 ME0472  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME0472  DYNAMIC HT  -         221.762 (meters)     727.56  (feet)  COMP
 ME0472  MODELED GRAV-     980,205.9   (mgal)                       NAVD 88
 ME0472
 ME0472  VERT ORDER  -  SECOND    CLASS 0
 ME0472
 ME0472.The horizontal coordinates were scaled from a topographic map and have
 ME0472.an estimated accuracy of +/- 6 seconds.
 ME0472
 ME0472.The orthometric height was determined by differential leveling
 ME0472.and adjusted by the National Geodetic Survey in June 1991..
 ME0472
 ME0472.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0472.See file dsdata.txt to determine how the superseded data were derived.
 ME0472
 ME0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL431514(NAD 83)
 ME0472_MARKER: DB = BENCH MARK DISK
 ME0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0472_STAMPING: F 134 1946
 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 = OCTOBER  6, 2006
 LB1204 ***********************************************************************
 LB1204  DESIGNATION -  F 136
 LB1204  PID         -  LB1204
 LB1204  STATE/COUNTY-  IN/TIPPECANOE
 LB1204  USGS QUAD   -  ROUND GROVE (1962)
 LB1204
 LB1204                         *CURRENT SURVEY CONTROL
 LB1204  ___________________________________________________________________
 LB1204* NAD 83(1986)-  40 33 00.     (N)    087 01 49.     (W)     SCALED    
 LB1204* NAVD 88     -       228.407  (meters)     749.37   (feet)  ADJUSTED  
 LB1204  ___________________________________________________________________
 LB1204  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 LB1204  DYNAMIC HT  -         228.294 (meters)     748.99  (feet)  COMP
 LB1204  MODELED GRAV-     980,124.3   (mgal)                       NAVD 88
 LB1204
 LB1204  VERT ORDER  -  SECOND    CLASS 0
 LB1204
 LB1204.The horizontal coordinates were scaled from a topographic map and have
 LB1204.an estimated accuracy of +/- 6 seconds.
 LB1204
 LB1204.The orthometric height was determined by differential leveling
 LB1204.and adjusted by the National Geodetic Survey in June 1991..
 LB1204
 LB1204.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1204.See file dsdata.txt to determine how the superseded data were derived.
 LB1204
 LB1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK974888(NAD 83)
 LB1204_MARKER: DB = BENCH MARK DISK
 LB1204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1204_SP_SET: CULVERT
 LB1204_STAMPING: F 136 1946
 LB1204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME1233 ***********************************************************************
 ME1233  DESIGNATION -  F 138 1946
 ME1233  PID         -  ME1233
 ME1233  STATE/COUNTY-  IN/LAKE
 ME1233  USGS QUAD   -  CROWN POINT (1992)
 ME1233
 ME1233                         *CURRENT SURVEY CONTROL
 ME1233  ___________________________________________________________________
 ME1233* NAD 83(1986)-  41 23 00.     (N)    087 19 00.     (W)     SCALED    
 ME1233* NAVD 88     -       219.508  (meters)     720.17   (feet)  ADJUSTED  
 ME1233  ___________________________________________________________________
 ME1233  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 ME1233  DYNAMIC HT  -         219.418 (meters)     719.87  (feet)  COMP
 ME1233  MODELED GRAV-     980,209.0   (mgal)                       NAVD 88
 ME1233
 ME1233  VERT ORDER  -  SECOND    CLASS 0
 ME1233
 ME1233.The horizontal coordinates were scaled from a topographic map and have
 ME1233.an estimated accuracy of +/- 6 seconds.
 ME1233
 ME1233.The orthometric height was determined by differential leveling
 ME1233.and adjusted by the National Geodetic Survey in June 1991..
 ME1233
 ME1233.The geoid height was determined by GEOID03.
 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     -   681,160.      880,480.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1233.See file dsdata.txt to determine how the superseded data were derived.
 ME1233
 ME1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL735813(NAD 83)
 ME1233_MARKER: DB = BENCH MARK DISK
 ME1233_SETTING: 0 = UNSPECIFIED SETTING
 ME1233_STAMPING: F 138 1946
 ME1233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1233
 ME1233  HISTORY     - Date     Condition        Report By
 ME1233  HISTORY     - 1946     MONUMENTED       CGS
 ME1233  HISTORY     - 1968     GOOD             NGS
 ME1233
 ME1233                          STATION DESCRIPTION
 ME1233
 ME1233'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1661 ***********************************************************************
 LA1661  DESIGNATION -  F 14
 LA1661  PID         -  LA1661
 LA1661  STATE/COUNTY-  IN/WABASH
 LA1661  USGS QUAD   -  LAGRO (1994)
 LA1661
 LA1661                         *CURRENT SURVEY CONTROL
 LA1661  ___________________________________________________________________
 LA1661* NAD 83(1986)-  40 50 29.     (N)    085 40 49.     (W)     SCALED    
 LA1661* NAVD 88     -       213.748  (meters)     701.27   (feet)  ADJUSTED  
 LA1661  ___________________________________________________________________
 LA1661  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 LA1661  DYNAMIC HT  -         213.647 (meters)     700.94  (feet)  COMP
 LA1661  MODELED GRAV-     980,146.4   (mgal)                       NAVD 88
 LA1661
 LA1661  VERT ORDER  -  FIRST     CLASS II
 LA1661
 LA1661.The horizontal coordinates were scaled from a topographic map and have
 LA1661.an estimated accuracy of +/- 6 seconds.
 LA1661
 LA1661.The orthometric height was determined by differential leveling
 LA1661.and adjusted by the National Geodetic Survey in June 1991..
 LA1661
 LA1661.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1661.See file dsdata.txt to determine how the superseded data were derived.
 LA1661
 LA1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL112219(NAD 83)
 LA1661_MARKER: DB = BENCH MARK DISK
 LA1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1661_STAMPING: F 14 1930
 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             NGS
 LA1661
 LA1661                          STATION DESCRIPTION
 LA1661
 LA1661'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1287 ***********************************************************************
 ME1287  DESIGNATION -  F 141
 ME1287  PID         -  ME1287
 ME1287  STATE/COUNTY-  IN/PORTER
 ME1287  USGS QUAD   -  HEBRON (1972)
 ME1287
 ME1287                         *CURRENT SURVEY CONTROL
 ME1287  ___________________________________________________________________
 ME1287* NAD 83(1986)-  41 19 06.     (N)    087 11 23.     (W)     SCALED    
 ME1287* NAVD 88     -       206.821  (meters)     678.55   (feet)  ADJUSTED  
 ME1287  ___________________________________________________________________
 ME1287  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 ME1287  DYNAMIC HT  -         206.735 (meters)     678.26  (feet)  COMP
 ME1287  MODELED GRAV-     980,202.0   (mgal)                       NAVD 88
 ME1287
 ME1287  VERT ORDER  -  SECOND    CLASS 0
 ME1287
 ME1287.The horizontal coordinates were scaled from a topographic map and have
 ME1287.an estimated accuracy of +/- 6 seconds.
 ME1287
 ME1287.The orthometric height was determined by differential leveling
 ME1287.and adjusted by the National Geodetic Survey in June 1991..
 ME1287
 ME1287.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1287.See file dsdata.txt to determine how the superseded data were derived.
 ME1287
 ME1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL841741(NAD 83)
 ME1287_MARKER: DB = BENCH MARK DISK
 ME1287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1287_SP_SET: BRIDGE
 ME1287_STAMPING: F 141 1946
 ME1287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1287
 ME1287  HISTORY     - Date     Condition        Report By
 ME1287  HISTORY     - 1946     MONUMENTED       CGS
 ME1287  HISTORY     - 1984     GOOD             LOCSUR
 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 (1984)
 ME1287
 ME1287'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ME1287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1288 ***********************************************************************
 ME1288  DESIGNATION -  F 141 RESET 1963
 ME1288  PID         -  ME1288
 ME1288  STATE/COUNTY-  IN/PORTER
 ME1288  USGS QUAD   -  HEBRON (1972)
 ME1288
 ME1288                         *CURRENT SURVEY CONTROL
 ME1288  ___________________________________________________________________
 ME1288* NAD 83(1986)-  41 19 06.     (N)    087 11 23.     (W)     SCALED    
 ME1288* NAVD 88     -       206.88   (meters)     678.7    (feet)  RESET     
 ME1288  ___________________________________________________________________
 ME1288  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 ME1288
 ME1288  VERT ORDER  -  THIRD
 ME1288
 ME1288.The horizontal coordinates were scaled from a topographic map and have
 ME1288.an estimated accuracy of +/- 6 seconds.
 ME1288
 ME1288.The orthometric height was computed from unverified reset data.
 ME1288
 ME1288.The geoid height was determined by GEOID03.
 ME1288
 ME1288;                    North         East    Units  Estimated Accuracy
 ME1288;SPC IN W     -   673,920.      891,090.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1288.See file dsdata.txt to determine how the superseded data were derived.
 ME1288
 ME1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL841741(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1288
 ME1288  HISTORY     - Date     Condition        Report By
 ME1288  HISTORY     - 1963     MONUMENTED       INHD
 ME1288  HISTORY     - 1964     GOOD             NGS
 ME1288  HISTORY     - 1978     GOOD             USGS
 ME1288
 ME1288                          STATION DESCRIPTION
 ME1288
 ME1288'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME2099 ***********************************************************************
 ME2099  DESIGNATION -  F 141 RESET 1979
 ME2099  PID         -  ME2099
 ME2099  STATE/COUNTY-  IN/PORTER
 ME2099  USGS QUAD   -  HEBRON (1972)
 ME2099
 ME2099                         *CURRENT SURVEY CONTROL
 ME2099  ___________________________________________________________________
 ME2099* NAD 83(1986)-  41 19 06.     (N)    087 11 23.     (W)     SCALED    
 ME2099* NAVD 88     -       206.60   (+/-2cm)     677.8    (feet)  VERTCON   
 ME2099  ___________________________________________________________________
 ME2099  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 ME2099
 ME2099  VERT ORDER  -  THIRD (See Below)
 ME2099
 ME2099.The horizontal coordinates were scaled from a topographic map and have
 ME2099.an estimated accuracy of +/- 6 seconds.
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2099
 ME2099.The geoid height was determined by GEOID03.
 ME2099
 ME2099;                    North         East    Units  Estimated Accuracy
 ME2099;SPC IN W     -   673,920.      891,090.      MT  (+/- 180 meters Scaled)
 ME2099
 ME2099                          SUPERSEDED SURVEY CONTROL
 ME2099
 ME2099  NGVD 29 (04/16/04)  206.69   (m)          678.1    (f) RESET       3  
 ME2099
 ME2099.Superseded values are not recommended for survey control.
 ME2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2099.See file dsdata.txt to determine how the superseded data were derived.
 ME2099
 ME2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL841741(NAD 83)
 ME2099_MARKER: DB = BENCH MARK DISK
 ME2099_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME2099_SP_SET: BRIDGE FLOOR
 ME2099_STAMPING: F 141 RESET 1979
 ME2099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2099+STABILITY: SURFACE MOTION
 ME2099
 ME2099  HISTORY     - Date     Condition        Report By
 ME2099  HISTORY     - 1979     MONUMENTED       INHD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0586 ***********************************************************************
 ME0586  DESIGNATION -  F 143
 ME0586  PID         -  ME0586
 ME0586  STATE/COUNTY-  IN/LA PORTE
 ME0586  USGS QUAD   -  WANATAH (1972)
 ME0586
 ME0586                         *CURRENT SURVEY CONTROL
 ME0586  ___________________________________________________________________
 ME0586* NAD 83(1997)-  41 22 32.02662(N)    086 53 29.69483(W)     ADJUSTED  
 ME0586* NAVD 88     -       214.244  (meters)     702.90   (feet)  ADJUSTED  
 ME0586  ___________________________________________________________________
 ME0586  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 ME0586  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0586  DYNAMIC HT  -         214.155 (meters)     702.61  (feet)  COMP
 ME0586  MODELED GRAV-     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
 ME0586.and adjusted by the National Geodetic Survey in June 1991..
 ME0586
 ME0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME0586
 ME0586.The geoid height was determined by GEOID03.
 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;                    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     -   0.99997170  x   0.99996983  =   0.99994153
 ME0586!UTM  16      -   0.99997170  x   0.99960101  =   0.99957272
 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
 ME0586.Superseded values are not recommended for survey control.
 ME0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0586.See file dsdata.txt to determine how the superseded data were derived.
 ME0586
 ME0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0906680455(NAD 83)
 ME0586_MARKER: DB = BENCH MARK DISK
 ME0586_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0586_SP_SET: CULVERT
 ME0586_STAMPING: F 143 1946
 ME0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0586
 ME0586  HISTORY     - Date     Condition        Report By
 ME0586  HISTORY     - 1946     MONUMENTED       CGS
 ME0586  HISTORY     - 1948     GOOD             CGS
 ME0586  HISTORY     - 1988     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0382 ***********************************************************************
 ME0382  DESIGNATION -  F 144
 ME0382  PID         -  ME0382
 ME0382  STATE/COUNTY-  IN/FULTON
 ME0382  USGS QUAD   -  ARGOS (1994)
 ME0382
 ME0382                         *CURRENT SURVEY CONTROL
 ME0382  ___________________________________________________________________
 ME0382* NAD 83(1986)-  41 07 57.     (N)    086 13 40.     (W)     SCALED    
 ME0382* NAVD 88     -       272.682  (meters)     894.62   (feet)  ADJUSTED  
 ME0382  ___________________________________________________________________
 ME0382  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 ME0382  DYNAMIC HT  -         272.566 (meters)     894.24  (feet)  COMP
 ME0382  MODELED GRAV-     980,189.6   (mgal)                       NAVD 88
 ME0382
 ME0382  VERT ORDER  -  SECOND    CLASS 0
 ME0382
 ME0382.The horizontal coordinates were scaled from a topographic map and have
 ME0382.an estimated accuracy of +/- 6 seconds.
 ME0382
 ME0382.The orthometric height was determined by differential leveling
 ME0382.and adjusted by the National Geodetic Survey in June 1991..
 ME0382
 ME0382.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0382.See file dsdata.txt to determine how the superseded data were derived.
 ME0382
 ME0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL648537(NAD 83)
 ME0382_MARKER: DB = BENCH MARK DISK
 ME0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0382_STAMPING: F 144 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1214 ***********************************************************************
 MD1214  DESIGNATION -  F 145
 MD1214  PID         -  MD1214
 MD1214  STATE/COUNTY-  IN/KOSCIUSKO
 MD1214  USGS QUAD   -  BURKET (1994)
 MD1214
 MD1214                         *CURRENT SURVEY CONTROL
 MD1214  ___________________________________________________________________
 MD1214* NAD 83(1986)-  41 13 20.     (N)    085 58 03.     (W)     SCALED    
 MD1214* NAVD 88     -       256.057  (meters)     840.08   (feet)  ADJUSTED  
 MD1214  ___________________________________________________________________
 MD1214  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 MD1214  DYNAMIC HT  -         255.949 (meters)     839.73  (feet)  COMP
 MD1214  MODELED GRAV-     980,194.7   (mgal)                       NAVD 88
 MD1214
 MD1214  VERT ORDER  -  SECOND    CLASS 0
 MD1214
 MD1214.The horizontal coordinates were scaled from a topographic map and have
 MD1214.an estimated accuracy of +/- 6 seconds.
 MD1214
 MD1214.The orthometric height was determined by differential leveling
 MD1214.and adjusted by the National Geodetic Survey in June 1991..
 MD1214
 MD1214.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1214.See file dsdata.txt to determine how the superseded data were derived.
 MD1214
 MD1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL865639(NAD 83)
 MD1214_MARKER: DB = BENCH MARK DISK
 MD1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1214_STAMPING: F 145 1946
 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 = OCTOBER  6, 2006
 LB0952 ***********************************************************************
 LB0952  DESIGNATION -  F 146
 LB0952  PID         -  LB0952
 LB0952  STATE/COUNTY-  IN/CARROLL
 LB0952  USGS QUAD   -  BURROWS (1987)
 LB0952
 LB0952                         *CURRENT SURVEY CONTROL
 LB0952  ___________________________________________________________________
 LB0952* NAD 83(1986)-  40 39 49.     (N)    086 35 29.     (W)     SCALED    
 LB0952* NAVD 88     -       199.629  (meters)     654.95   (feet)  ADJUSTED  
 LB0952  ___________________________________________________________________
 LB0952  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 LB0952  DYNAMIC HT  -         199.534 (meters)     654.64  (feet)  COMP
 LB0952  MODELED GRAV-     980,147.5   (mgal)                       NAVD 88
 LB0952
 LB0952  VERT ORDER  -  SECOND    CLASS 0
 LB0952
 LB0952.The horizontal coordinates were scaled from a topographic map and have
 LB0952.an estimated accuracy of +/- 6 seconds.
 LB0952
 LB0952.The orthometric height was determined by differential leveling
 LB0952.and adjusted by the National Geodetic Survey in June 1991..
 LB0952
 LB0952.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0952.See file dsdata.txt to determine how the superseded data were derived.
 LB0952
 LB0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL345014(NAD 83)
 LB0952_MARKER: DB = BENCH MARK DISK
 LB0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0952_STAMPING: F 146 1946
 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 = OCTOBER  6, 2006
 LB2730 ***********************************************************************
 LB2730  DESIGNATION -  F 147 RESET
 LB2730  PID         -  LB2730
 LB2730  STATE/COUNTY-  IN/WHITE
 LB2730  USGS QUAD   -  MONTICELLO SOUTH (1987)
 LB2730
 LB2730                         *CURRENT SURVEY CONTROL
 LB2730  ___________________________________________________________________
 LB2730* NAD 83(1986)-  40 44 05.     (N)    086 45 42.     (W)     SCALED    
 LB2730* NAVD 88     -       203.90   (meters)     669.0    (feet)  RESET     
 LB2730  ___________________________________________________________________
 LB2730  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 LB2730
 LB2730  VERT ORDER  -  THIRD
 LB2730
 LB2730.The horizontal coordinates were scaled from a topographic map and have
 LB2730.an estimated accuracy of +/- 6 seconds.
 LB2730
 LB2730.The orthometric height was computed from unverified reset data.
 LB2730
 LB2730.The geoid height was determined by GEOID03.
 LB2730
 LB2730;                    North         East    Units  Estimated Accuracy
 LB2730;SPC IN W     -   609,150.      927,170.      MT  (+/- 180 meters Scaled)
 LB2730
 LB2730                          SUPERSEDED SURVEY CONTROL
 LB2730
 LB2730  NGVD 29 (04/16/04)  204.01   (m)          669.3    (f) RESET       3  
 LB2730
 LB2730.Superseded values are not recommended for survey control.
 LB2730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2730.See file dsdata.txt to determine how the superseded data were derived.
 LB2730
 LB2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL201093(NAD 83)
 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 = OCTOBER  6, 2006
 LB0025 ***********************************************************************
 LB0025  DESIGNATION -  F 148
 LB0025  PID         -  LB0025
 LB0025  STATE/COUNTY-  IN/CASS
 LB0025  USGS QUAD   -  CLYMERS (1987)
 LB0025
 LB0025                         *CURRENT SURVEY CONTROL
 LB0025  ___________________________________________________________________
 LB0025* NAD 83(1986)-  40 41 51.     (N)    086 28 04.     (W)     SCALED    
 LB0025* NAVD 88     -       218.611  (meters)     717.23   (feet)  ADJUSTED  
 LB0025  ___________________________________________________________________
 LB0025  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 LB0025  DYNAMIC HT  -         218.507 (meters)     716.88  (feet)  COMP
 LB0025  MODELED GRAV-     980,142.5   (mgal)                       NAVD 88
 LB0025
 LB0025  VERT ORDER  -  SECOND    CLASS 0
 LB0025
 LB0025.The horizontal coordinates were scaled from a topographic map and have
 LB0025.an estimated accuracy of +/- 6 seconds.
 LB0025
 LB0025.The orthometric height was determined by differential leveling
 LB0025.and adjusted by the National Geodetic Survey in June 1991..
 LB0025
 LB0025.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0025.See file dsdata.txt to determine how the superseded data were derived.
 LB0025
 LB0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL449053(NAD 83)
 LB0025_MARKER: DB = BENCH MARK DISK
 LB0025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0025_SP_SET: PIPE CULVERT HEADWALL
 LB0025_STAMPING: F 148 1946
 LB0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0025
 LB0025  HISTORY     - Date     Condition        Report By
 LB0025  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0759 ***********************************************************************
 ME0759  DESIGNATION -  F 149
 ME0759  PID         -  ME0759
 ME0759  STATE/COUNTY-  IN/LA PORTE
 ME0759  USGS QUAD   -  WESTVILLE (1977)
 ME0759
 ME0759                         *CURRENT SURVEY CONTROL
 ME0759  ___________________________________________________________________
 ME0759* NAD 83(1986)-  41 31 06.     (N)    086 53 39.     (W)     SCALED    
 ME0759* NAVD 88     -       241.116  (meters)     791.06   (feet)  ADJUSTED  
 ME0759  ___________________________________________________________________
 ME0759  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0759  DYNAMIC HT  -         241.021 (meters)     790.75  (feet)  COMP
 ME0759  MODELED GRAV-     980,222.6   (mgal)                       NAVD 88
 ME0759
 ME0759  VERT ORDER  -  SECOND    CLASS 0
 ME0759
 ME0759.The horizontal coordinates were scaled from a topographic map and have
 ME0759.an estimated accuracy of +/- 6 seconds.
 ME0759
 ME0759.The orthometric height was determined by differential leveling
 ME0759.and adjusted by the National Geodetic Survey in June 1991..
 ME0759
 ME0759.The geoid height was determined by GEOID03.
 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     -   696,140.      915,790.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0759.See file dsdata.txt to determine how the superseded data were derived.
 ME0759
 ME0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL088963(NAD 83)
 ME0759_MARKER: DB = BENCH MARK DISK
 ME0759_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0759_SP_SET: CULVERT
 ME0759_STAMPING: F 149 1946
 ME0759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 MD0664 ***********************************************************************
 MD0664  DESIGNATION -  F 15
 MD0664  PID         -  MD0664
 MD0664  STATE/COUNTY-  IN/WHITLEY
 MD0664  USGS QUAD   -  COLUMBIA CITY (1981)
 MD0664
 MD0664                         *CURRENT SURVEY CONTROL
 MD0664  ___________________________________________________________________
 MD0664* NAD 83(1986)-  41 07 54.     (N)    085 23 46.     (W)     SCALED    
 MD0664* NAVD 88     -       259.168  (meters)     850.29   (feet)  ADJUSTED  
 MD0664  ___________________________________________________________________
 MD0664  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 MD0664  DYNAMIC HT  -         259.068 (meters)     849.96  (feet)  COMP
 MD0664  MODELED GRAV-     980,233.5   (mgal)                       NAVD 88
 MD0664
 MD0664  VERT ORDER  -  FIRST     CLASS II
 MD0664
 MD0664.The horizontal coordinates were scaled from a topographic map and have
 MD0664.an estimated accuracy of +/- 6 seconds.
 MD0664
 MD0664.The orthometric height was determined by differential leveling
 MD0664.and adjusted by the National Geodetic Survey in June 1991..
 MD0664
 MD0664.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD0664
 MD0664  NGVD 29 (01/19/93)  259.322  (m)          850.79   (f) ADJUSTED    1 2
 MD0664
 MD0664.Superseded values are not recommended for survey control.
 MD0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0664.See file dsdata.txt to determine how the superseded data were derived.
 MD0664
 MD0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL346546(NAD 83)
 MD0664_MARKER: DD = SURVEY DISK
 MD0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0664_SP_SET: CONCRETE POST
 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             NGS
 MD0664  HISTORY     - 19921009 GOOD             NGS
 MD0664
 MD0664                          STATION DESCRIPTION
 MD0664
 MD0664'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0572 ***********************************************************************
 ME0572  DESIGNATION -  F 150
 ME0572  PID         -  ME0572
 ME0572  STATE/COUNTY-  IN/LA PORTE
 ME0572  USGS QUAD   -  WANATAH (1972)
 ME0572
 ME0572                         *CURRENT SURVEY CONTROL
 ME0572  ___________________________________________________________________
 ME0572* NAD 83(1986)-  41 25 57.     (N)    086 55 14.     (W)     SCALED    
 ME0572* NAVD 88     -       224.067  (meters)     735.13   (feet)  ADJUSTED  
 ME0572  ___________________________________________________________________
 ME0572  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 ME0572  DYNAMIC HT  -         223.976 (meters)     734.83  (feet)  COMP
 ME0572  MODELED GRAV-     980,211.9   (mgal)                       NAVD 88
 ME0572
 ME0572  VERT ORDER  -  FIRST     CLASS I
 ME0572
 ME0572.The horizontal coordinates were scaled from a topographic map and have
 ME0572.an estimated accuracy of +/- 6 seconds.
 ME0572
 ME0572.The orthometric height was determined by differential leveling
 ME0572.and adjusted by the National Geodetic Survey in April 1995..
 ME0572
 ME0572.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0572
 ME0572  NAVD 88 (06/15/91)  224.063  (m)          735.11   (f) UNKNOWN     1 1
 ME0572  NGVD 29 (01/19/93)  224.160  (m)          735.43   (f) ADJUSTED    1 1
 ME0572
 ME0572.Superseded values are not recommended for survey control.
 ME0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0572.See file dsdata.txt to determine how the superseded data were derived.
 ME0572
 ME0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL066867(NAD 83)
 ME0572_MARKER: DB = BENCH MARK DISK
 ME0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0572_SP_SET: CONCRETE POST
 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             NGS
 ME0572  HISTORY     - 19920907 GOOD             NGS
 ME0572
 ME0572                          STATION DESCRIPTION
 ME0572
 ME0572'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1086 ***********************************************************************
 ME1086  DESIGNATION -  F 151
 ME1086  PID         -  ME1086
 ME1086  STATE/COUNTY-  IN/PORTER
 ME1086  USGS QUAD   -  CHESTERTON (1991)
 ME1086
 ME1086                         *CURRENT SURVEY CONTROL
 ME1086  ___________________________________________________________________
 ME1086* NAD 83(1986)-  41 36 05.     (N)    087 02 58.     (W)     SCALED    
 ME1086* NAVD 88     -       197.025  (meters)     646.41   (feet)  ADJUSTED  
 ME1086  ___________________________________________________________________
 ME1086  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME1086  DYNAMIC HT  -         196.952 (meters)     646.17  (feet)  COMP
 ME1086  MODELED GRAV-     980,247.2   (mgal)                       NAVD 88
 ME1086
 ME1086  VERT ORDER  -  SECOND    CLASS 0
 ME1086
 ME1086.The horizontal coordinates were scaled from a topographic map and have
 ME1086.an estimated accuracy of +/- 6 seconds.
 ME1086
 ME1086.The orthometric height was determined by differential leveling
 ME1086.and adjusted by the National Geodetic Survey in June 1991..
 ME1086
 ME1086.The geoid height was determined by GEOID03.
 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     -   705,350.      902,830.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1086.See file dsdata.txt to determine how the superseded data were derived.
 ME1086
 ME1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM958055(NAD 83)
 ME1086_MARKER: DB = BENCH MARK DISK
 ME1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1086_STAMPING: F 151 1946
 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 - February 14, 2005
 ME1086
 ME1086  HISTORY     - Date     Condition        Report By
 ME1086  HISTORY     - 1946     MONUMENTED       CGS
 ME1086  HISTORY     - 1987     GOOD             LOCSUR
 ME1086  HISTORY     - 20050214 GOOD             LFA
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0778 ***********************************************************************
 ME0778  DESIGNATION -  F 152
 ME0778  PID         -  ME0778
 ME0778  STATE/COUNTY-  IN/LA PORTE
 ME0778  USGS QUAD   -  WESTVILLE (1977)
 ME0778
 ME0778                         *CURRENT SURVEY CONTROL
 ME0778  ___________________________________________________________________
 ME0778* NAD 83(1986)-  41 33 45.     (N)    086 52 37.     (W)     SCALED    
 ME0778* NAVD 88     -       252.724  (meters)     829.15   (feet)  ADJUSTED  
 ME0778  ___________________________________________________________________
 ME0778  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME0778  DYNAMIC HT  -         252.626 (meters)     828.82  (feet)  COMP
 ME0778  MODELED GRAV-     980,228.6   (mgal)                       NAVD 88
 ME0778
 ME0778  VERT ORDER  -  SECOND    CLASS 0
 ME0778
 ME0778.The horizontal coordinates were scaled from a topographic map and have
 ME0778.an estimated accuracy of +/- 6 seconds.
 ME0778
 ME0778.The orthometric height was determined by differential leveling
 ME0778.and adjusted by the National Geodetic Survey in June 1991..
 ME0778
 ME0778.The geoid height was determined by GEOID03.
 ME0778
 ME0778.The dynamic height is computed by dividing the NAVD 88
 ME0778.geopotential number by the normal gravity value computed on the
 ME0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0778.degrees latitude (g = 980.6199 gals.).
 ME0778
 ME0778.The modeled gravity was interpolated from observed gravity values.
 ME0778
 ME0778;                    North         East    Units  Estimated Accuracy
 ME0778;SPC IN W     -   701,050.      917,220.      MT  (+/- 180 meters Scaled)
 ME0778
 ME0778                          SUPERSEDED SURVEY CONTROL
 ME0778
 ME0778  NGVD 29 (??/??/92)  252.818  (m)          829.45   (f) ADJ UNCH    2 0
 ME0778
 ME0778.Superseded values are not recommended for survey control.
 ME0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0778.See file dsdata.txt to determine how the superseded data were derived.
 ME0778
 ME0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM102012(NAD 83)
 ME0778_MARKER: DB = BENCH MARK DISK
 ME0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0778_STAMPING: F 152 1946
 ME0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0778+STABILITY: SURFACE MOTION
 ME0778
 ME0778  HISTORY     - Date     Condition        Report By
 ME0778  HISTORY     - 1946     MONUMENTED       CGS
 ME0778
 ME0778                          STATION DESCRIPTION
 ME0778
 ME0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0778'2.6 MI NE FROM WESTVILLE.
 ME0778'ABOUT 1.6 MILES NORTH ALONG STATE HIGHWAY 43 FROM THE WABASH
 ME0778'RAILROAD STATION AT WESTVILLE, LA PORTE COUNTY, THENCE ABOUT
 ME0778'1.0 MILE EAST ALONG STATE HIGHWAY 2, ABOUT 1.0 MILE WEST OF THE
 ME0778'OLD SCHOOL BUILDING AT PIN HOOK, AT THE CROSSROADS KNOWN LOCALLY
 ME0778'AS BEAIRDS CORNER, 48 FEET SOUTH OF THE CENTER LINE OF THE
 ME0778'HIGHWAY, 24 FEET EAST OF THE CENTER LINE OF THE CROSS ROAD,
 ME0778'3.5 FEET EAST OF A FENCE CORNER, 1.5 FEET NORTH OF THE
 ME0778'RIGHT-OF-WAY FENCE, 1.5 FEET WEST OF A WHITE WOODEN WITNESS
 ME0778'POST, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD
 ME0778'DISK, STAMPED F 152 1946 AND SET IN THE TOP OF A CONCRETE POST
 ME0778'PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0784 ***********************************************************************
 ME0784  DESIGNATION -  F 153
 ME0784  PID         -  ME0784
 ME0784  STATE/COUNTY-  IN/LA PORTE
 ME0784  USGS QUAD   -  LA PORTE EAST (1991)
 ME0784
 ME0784                         *CURRENT SURVEY CONTROL
 ME0784  ___________________________________________________________________
 ME0784* NAD 83(1986)-  41 34 30.     (N)    086 43 48.     (W)     SCALED    
 ME0784* NAVD 88     -       245.524  (meters)     805.52   (feet)  ADJUSTED  
 ME0784  ___________________________________________________________________
 ME0784  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0784  DYNAMIC HT  -         245.428 (meters)     805.21  (feet)  COMP
 ME0784  MODELED GRAV-     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 topographic map and have
 ME0784.an estimated accuracy of +/- 6 seconds.
 ME0784
 ME0784.The orthometric height was determined by differential leveling
 ME0784.and adjusted by the National Geodetic Survey in June 1991..
 ME0784
 ME0784.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0784.See file dsdata.txt to determine how the superseded data were derived.
 ME0784
 ME0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM225026(NAD 83)
 ME0784_MARKER: DB = BENCH MARK DISK
 ME0784_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0784_SP_SET: BUILDING
 ME0784_STAMPING: F 153 1946
 ME0784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0784
 ME0784  HISTORY     - Date     Condition        Report By
 ME0784  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0794 ***********************************************************************
 ME0794  DESIGNATION -  F 154
 ME0794  PID         -  ME0794
 ME0794  STATE/COUNTY-  IN/LA PORTE
 ME0794  USGS QUAD   -  LA PORTE EAST (1991)
 ME0794
 ME0794                         *CURRENT SURVEY CONTROL
 ME0794  ___________________________________________________________________
 ME0794* NAD 83(1986)-  41 30 23.     (N)    086 37 38.     (W)     SCALED    
 ME0794* NAVD 88     -       220.033  (meters)     721.89   (feet)  ADJUSTED  
 ME0794  ___________________________________________________________________
 ME0794  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0794  DYNAMIC HT  -         219.946 (meters)     721.61  (feet)  COMP
 ME0794  MODELED GRAV-     980,223.2   (mgal)                       NAVD 88
 ME0794
 ME0794  VERT ORDER  -  SECOND    CLASS 0
 ME0794
 ME0794.The horizontal coordinates were scaled from a topographic map and have
 ME0794.an estimated accuracy of +/- 6 seconds.
 ME0794
 ME0794.The orthometric height was determined by differential leveling
 ME0794.and adjusted by the National Geodetic Survey in June 1991..
 ME0794
 ME0794.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0794.See file dsdata.txt to determine how the superseded data were derived.
 ME0794
 ME0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL311950(NAD 83)
 ME0794_MARKER: DB = BENCH MARK DISK
 ME0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0794_STAMPING: F 154 1946
 ME0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0794+STABILITY: SURFACE MOTION
 ME0794
 ME0794  HISTORY     - Date     Condition        Report By
 ME0794  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0878 ***********************************************************************
 ME0878  DESIGNATION -  F 155
 ME0878  PID         -  ME0878
 ME0878  STATE/COUNTY-  IN/ST JOSEPH
 ME0878  USGS QUAD   -  NEW CARLISLE (1980)
 ME0878
 ME0878                         *CURRENT SURVEY CONTROL
 ME0878  ___________________________________________________________________
 ME0878* NAD 83(1986)-  41 41 30.     (N)    086 30 21.     (W)     SCALED    
 ME0878* NAVD 88     -       231.063  (meters)     758.08   (feet)  ADJUSTED  
 ME0878  ___________________________________________________________________
 ME0878  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0878  DYNAMIC HT  -         230.974 (meters)     757.79  (feet)  COMP
 ME0878  MODELED GRAV-     980,234.3   (mgal)                       NAVD 88
 ME0878
 ME0878  VERT ORDER  -  SECOND    CLASS 0
 ME0878
 ME0878.The horizontal coordinates were scaled from a topographic map and have
 ME0878.an estimated accuracy of +/- 6 seconds.
 ME0878
 ME0878.The orthometric height was determined by differential leveling
 ME0878.and adjusted by the National Geodetic Survey in June 1991..
 ME0878
 ME0878.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0878.See file dsdata.txt to determine how the superseded data were derived.
 ME0878
 ME0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM411156(NAD 83)
 ME0878_MARKER: DB = BENCH MARK DISK
 ME0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0878_STAMPING: F 155 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1389 ***********************************************************************
 ME1389  DESIGNATION -  F 156
 ME1389  PID         -  ME1389
 ME1389  STATE/COUNTY-  IN/JASPER
 ME1389  USGS QUAD   -  WHEATFIELD (1992)
 ME1389
 ME1389                         *CURRENT SURVEY CONTROL
 ME1389  ___________________________________________________________________
 ME1389* NAD 83(1986)-  41 09 30.     (N)    087 02 44.     (W)     SCALED    
 ME1389* NAVD 88     -       206.791  (meters)     678.45   (feet)  ADJUSTED  
 ME1389  ___________________________________________________________________
 ME1389  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 ME1389  DYNAMIC HT  -         206.703 (meters)     678.16  (feet)  COMP
 ME1389  MODELED GRAV-     980,192.6   (mgal)                       NAVD 88
 ME1389
 ME1389  VERT ORDER  -  SECOND    CLASS 0
 ME1389
 ME1389.The horizontal coordinates were scaled from a topographic map and have
 ME1389.an estimated accuracy of +/- 6 seconds.
 ME1389
 ME1389.The orthometric height was determined by differential leveling
 ME1389.and adjusted by the National Geodetic Survey in June 1991..
 ME1389
 ME1389.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1389.See file dsdata.txt to determine how the superseded data were derived.
 ME1389
 ME1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL961563(NAD 83)
 ME1389_MARKER: DB = BENCH MARK DISK
 ME1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1389_STAMPING: F 156 1946
 ME1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1389+STABILITY: SURFACE MOTION
 ME1389
 ME1389  HISTORY     - Date     Condition        Report By
 ME1389  HISTORY     - 1946     MONUMENTED       CGS
 ME1389  HISTORY     - 1968     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1968
 ME1389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1316 ***********************************************************************
 LB1316  DESIGNATION -  F 157
 LB1316  PID         -  LB1316
 LB1316  STATE/COUNTY-  IN/NEWTON
 LB1316  USGS QUAD   -  MOUNT AYR (1980)
 LB1316
 LB1316                         *CURRENT SURVEY CONTROL
 LB1316  ___________________________________________________________________
 LB1316* NAD 83(1986)-  40 59 28.     (N)    087 16 50.     (W)     SCALED    
 LB1316* NAVD 88     -       211.103  (meters)     692.59   (feet)  ADJUSTED  
 LB1316  ___________________________________________________________________
 LB1316  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 LB1316  DYNAMIC HT  -         211.012 (meters)     692.30  (feet)  COMP
 LB1316  MODELED GRAV-     980,188.4   (mgal)                       NAVD 88
 LB1316
 LB1316  VERT ORDER  -  SECOND    CLASS 0
 LB1316
 LB1316.The horizontal coordinates were scaled from a topographic map and have
 LB1316.an estimated accuracy of +/- 6 seconds.
 LB1316
 LB1316.The orthometric height was determined by differential leveling
 LB1316.and adjusted by the National Geodetic Survey in June 1991..
 LB1316
 LB1316.The geoid height was determined by GEOID03.
 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     -   637,590.      883,410.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1316.See file dsdata.txt to determine how the superseded data were derived.
 LB1316
 LB1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL764378(NAD 83)
 LB1316_MARKER: DB = BENCH MARK DISK
 LB1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1316_STAMPING: F 157 1946
 LB1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1316+STABILITY: SURFACE MOTION
 LB1316
 LB1316  HISTORY     - Date     Condition        Report By
 LB1316  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1219 ***********************************************************************
 MD1219  DESIGNATION -  F 158
 MD1219  PID         -  MD1219
 MD1219  STATE/COUNTY-  IN/KOSCIUSKO
 MD1219  USGS QUAD   -  LEESBURG (1992)
 MD1219
 MD1219                         *CURRENT SURVEY CONTROL
 MD1219  ___________________________________________________________________
 MD1219* NAD 83(1986)-  41 19 25.     (N)    085 48 19.     (W)     SCALED    
 MD1219* NAVD 88     -       267.018  (meters)     876.04   (feet)  ADJUSTED  
 MD1219  ___________________________________________________________________
 MD1219  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 MD1219  DYNAMIC HT  -         266.908 (meters)     875.68  (feet)  COMP
 MD1219  MODELED GRAV-     980,203.9   (mgal)                       NAVD 88
 MD1219
 MD1219  VERT ORDER  -  SECOND    CLASS 0
 MD1219
 MD1219.The horizontal coordinates were scaled from a topographic map and have
 MD1219.an estimated accuracy of +/- 6 seconds.
 MD1219
 MD1219.The orthometric height was determined by differential leveling
 MD1219.and adjusted by the National Geodetic Survey in June 1991..
 MD1219
 MD1219.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1219.See file dsdata.txt to determine how the superseded data were derived.
 MD1219
 MD1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL999753(NAD 83)
 MD1219_MARKER: DB = BENCH MARK DISK
 MD1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1219_STAMPING: F 158 1946
 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 = OCTOBER  6, 2006
 MD1062 ***********************************************************************
 MD1062  DESIGNATION -  F 159
 MD1062  PID         -  MD1062
 MD1062  STATE/COUNTY-  IN/KOSCIUSKO
 MD1062  USGS QUAD   -  MILFORD (1994)
 MD1062
 MD1062                         *CURRENT SURVEY CONTROL
 MD1062  ___________________________________________________________________
 MD1062* NAD 83(1986)-  41 25 45.     (N)    085 50 43.     (W)     SCALED    
 MD1062* NAVD 88     -       255.461  (meters)     838.12   (feet)  ADJUSTED  
 MD1062  ___________________________________________________________________
 MD1062  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 MD1062  DYNAMIC HT  -         255.362 (meters)     837.80  (feet)  COMP
 MD1062  MODELED GRAV-     980,228.8   (mgal)                       NAVD 88
 MD1062
 MD1062  VERT ORDER  -  FIRST     CLASS II
 MD1062
 MD1062.The horizontal coordinates were scaled from a topographic map and have
 MD1062.an estimated accuracy of +/- 6 seconds.
 MD1062
 MD1062.The orthometric height was determined by differential leveling
 MD1062.and adjusted by the National Geodetic Survey in June 1991..
 MD1062
 MD1062.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1062.See file dsdata.txt to determine how the superseded data were derived.
 MD1062
 MD1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL964870(NAD 83)
 MD1062_MARKER: DB = BENCH MARK DISK
 MD1062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1062_SP_SET: TOWER
 MD1062_STAMPING: F 159 1946
 MD1062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 MD1063 ***********************************************************************
 MD1063  DESIGNATION -  F 159 RESET
 MD1063  PID         -  MD1063
 MD1063  STATE/COUNTY-  IN/KOSCIUSKO
 MD1063  USGS QUAD   -  MILFORD (1994)
 MD1063
 MD1063                         *CURRENT SURVEY CONTROL
 MD1063  ___________________________________________________________________
 MD1063* NAD 83(1986)-  41 25 44.     (N)    085 50 52.     (W)     SCALED    
 MD1063* NAVD 88     -       255.53   (meters)     838.4    (feet)  RESET     
 MD1063  ___________________________________________________________________
 MD1063  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MD1063
 MD1063  VERT ORDER  -  THIRD
 MD1063
 MD1063.The horizontal coordinates were scaled from a topographic map and have
 MD1063.an estimated accuracy of +/- 6 seconds.
 MD1063
 MD1063.The orthometric height was computed from unverified reset data.
 MD1063
 MD1063.The geoid height was determined by GEOID03.
 MD1063
 MD1063;                    North         East    Units  Estimated Accuracy
 MD1063;SPC IN E     -   686,200.       84,860.      MT  (+/- 180 meters Scaled)
 MD1063
 MD1063                          SUPERSEDED SURVEY CONTROL
 MD1063
 MD1063.No superseded survey control is available for this station.
 MD1063
 MD1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL962870(NAD 83)
 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 = OCTOBER  6, 2006
 LB1229 ***********************************************************************
 LB1229  DESIGNATION -  F 16
 LB1229  PID         -  LB1229
 LB1229  STATE/COUNTY-  IN/BENTON
 LB1229  USGS QUAD   -  BOSWELL (1980)
 LB1229
 LB1229                         *CURRENT SURVEY CONTROL
 LB1229  ___________________________________________________________________
 LB1229* NAD 83(1986)-  40 33 50.     (N)    087 27 50.     (W)     SCALED    
 LB1229* NAVD 88     -       242.534  (meters)     795.71   (feet)  ADJUSTED  
 LB1229  ___________________________________________________________________
 LB1229  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 LB1229  DYNAMIC HT  -         242.417 (meters)     795.33  (feet)  COMP
 LB1229  MODELED GRAV-     980,136.1   (mgal)                       NAVD 88
 LB1229
 LB1229  VERT ORDER  -  FIRST     CLASS II
 LB1229
 LB1229.The horizontal coordinates were scaled from a topographic map and have
 LB1229.an estimated accuracy of +/- 6 seconds.
 LB1229
 LB1229.The orthometric height was determined by differential leveling
 LB1229.and adjusted by the National Geodetic Survey in June 1991..
 LB1229
 LB1229.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1229.See file dsdata.txt to determine how the superseded data were derived.
 LB1229
 LB1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK607904(NAD 83)
 LB1229_MARKER: DB = BENCH MARK DISK
 LB1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1229_STAMPING: F 16 1934
 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 = OCTOBER  6, 2006
 MD1068 ***********************************************************************
 MD1068  DESIGNATION -  F 160
 MD1068  PID         -  MD1068
 MD1068  STATE/COUNTY-  IN/ELKHART
 MD1068  USGS QUAD   -  MILFORD (1994)
 MD1068
 MD1068                         *CURRENT SURVEY CONTROL
 MD1068  ___________________________________________________________________
 MD1068* NAD 83(1986)-  41 29 22.     (N)    085 50 08.     (W)     SCALED    
 MD1068* NAVD 88     -       248.766  (meters)     816.16   (feet)  ADJUSTED  
 MD1068  ___________________________________________________________________
 MD1068  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MD1068  DYNAMIC HT  -         248.667 (meters)     815.84  (feet)  COMP
 MD1068  MODELED GRAV-     980,220.5   (mgal)                       NAVD 88
 MD1068
 MD1068  VERT ORDER  -  FIRST     CLASS II
 MD1068
 MD1068.The horizontal coordinates were scaled from a topographic map and have
 MD1068.an estimated accuracy of +/- 6 seconds.
 MD1068
 MD1068.The orthometric height was determined by differential leveling
 MD1068.and adjusted by the National Geodetic Survey in June 1991..
 MD1068
 MD1068.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1068.See file dsdata.txt to determine how the superseded data were derived.
 MD1068
 MD1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL972937(NAD 83)
 MD1068_MARKER: DB = BENCH MARK DISK
 MD1068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1068_SP_SET: ABUTMENT
 MD1068_STAMPING: F 160 1946
 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 = OCTOBER  6, 2006
 MD1167 ***********************************************************************
 MD1167  DESIGNATION -  F 161
 MD1167  PID         -  MD1167
 MD1167  STATE/COUNTY-  IN/NOBLE
 MD1167  USGS QUAD   -  ORMAS (1965)
 MD1167
 MD1167                         *CURRENT SURVEY CONTROL
 MD1167  ___________________________________________________________________
 MD1167* NAD 83(1986)-  41 21 59.     (N)    085 32 38.     (W)     SCALED    
 MD1167* NAVD 88     -       277.311  (meters)     909.81   (feet)  ADJUSTED  
 MD1167  ___________________________________________________________________
 MD1167  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 MD1167  DYNAMIC HT  -         277.195 (meters)     909.43  (feet)  COMP
 MD1167  MODELED GRAV-     980,200.2   (mgal)                       NAVD 88
 MD1167
 MD1167  VERT ORDER  -  SECOND    CLASS 0
 MD1167
 MD1167.The horizontal coordinates were scaled from a topographic map and have
 MD1167.an estimated accuracy of +/- 6 seconds.
 MD1167
 MD1167.The orthometric height was determined by differential leveling
 MD1167.and adjusted by the National Geodetic Survey in June 1991..
 MD1167
 MD1167.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1167.See file dsdata.txt to determine how the superseded data were derived.
 MD1167
 MD1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL217804(NAD 83)
 MD1167_MARKER: DB = BENCH MARK DISK
 MD1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1167_STAMPING: F 161 1946
 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             NGS
 MD1167
 MD1167                          STATION DESCRIPTION
 MD1167
 MD1167'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0740 ***********************************************************************
 MD0740  DESIGNATION -  F 162
 MD0740  PID         -  MD0740
 MD0740  STATE/COUNTY-  IN/NOBLE
 MD0740  USGS QUAD   -  ALBION (1973)
 MD0740
 MD0740                         *CURRENT SURVEY CONTROL
 MD0740  ___________________________________________________________________
 MD0740* NAD 83(1986)-  41 27 29.     (N)    085 28 57.     (W)     SCALED    
 MD0740* NAVD 88     -       274.646  (meters)     901.07   (feet)  ADJUSTED  
 MD0740  ___________________________________________________________________
 MD0740  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 MD0740  DYNAMIC HT  -         274.532 (meters)     900.69  (feet)  COMP
 MD0740  MODELED GRAV-     980,202.9   (mgal)                       NAVD 88
 MD0740
 MD0740  VERT ORDER  -  SECOND    CLASS 0
 MD0740
 MD0740.The horizontal coordinates were scaled from a topographic map and have
 MD0740.an estimated accuracy of +/- 6 seconds.
 MD0740
 MD0740.The orthometric height was determined by differential leveling
 MD0740.and adjusted by the National Geodetic Survey in June 1991..
 MD0740
 MD0740.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0740.See file dsdata.txt to determine how the superseded data were derived.
 MD0740
 MD0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL267907(NAD 83)
 MD0740_MARKER: DB = BENCH MARK DISK
 MD0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0740_STAMPING: F 162 1946
 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             NGS
 MD0740
 MD0740                          STATION DESCRIPTION
 MD0740
 MD0740'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0874 ***********************************************************************
 MD0874  DESIGNATION -  F 163
 MD0874  PID         -  MD0874
 MD0874  STATE/COUNTY-  IN/NOBLE
 MD0874  USGS QUAD   -  GARRETT (1973)
 MD0874
 MD0874                         *CURRENT SURVEY CONTROL
 MD0874  ___________________________________________________________________
 MD0874* NAD 83(1986)-  41 21 56.     (N)    085 14 44.     (W)     SCALED    
 MD0874* NAVD 88     -       293.603  (meters)     963.26   (feet)  ADJUSTED  
 MD0874  ___________________________________________________________________
 MD0874  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MD0874  DYNAMIC HT  -         293.486 (meters)     962.88  (feet)  COMP
 MD0874  MODELED GRAV-     980,214.4   (mgal)                       NAVD 88
 MD0874
 MD0874  VERT ORDER  -  SECOND    CLASS 0
 MD0874
 MD0874.The horizontal coordinates were scaled from a topographic map and have
 MD0874.an estimated accuracy of +/- 6 seconds.
 MD0874
 MD0874.The orthometric height was determined by differential leveling
 MD0874.and adjusted by the National Geodetic Survey in June 1991..
 MD0874
 MD0874.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0874.See file dsdata.txt to determine how the superseded data were derived.
 MD0874
 MD0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL467808(NAD 83)
 MD0874_MARKER: DB = BENCH MARK DISK
 MD0874_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0874_SP_SET: CULVERT
 MD0874_STAMPING: F 163 1946
 MD0874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0874
 MD0874  HISTORY     - Date     Condition        Report By
 MD0874  HISTORY     - 1946     MONUMENTED       CGS
 MD0874  HISTORY     - 1962     GOOD             NGS
 MD0874
 MD0874                          STATION DESCRIPTION
 MD0874
 MD0874'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1227 ***********************************************************************
 MD1227  DESIGNATION -  F 164
 MD1227  PID         -  MD1227
 MD1227  STATE/COUNTY-  IN/NOBLE
 MD1227  USGS QUAD   -  NORTH WEBSTER (1994)
 MD1227
 MD1227                         *CURRENT SURVEY CONTROL
 MD1227  ___________________________________________________________________
 MD1227* NAD 83(1986)-  41 18 07.     (N)    085 39 07.     (W)     SCALED    
 MD1227* NAVD 88     -       263.459  (meters)     864.37   (feet)  ADJUSTED  
 MD1227  ___________________________________________________________________
 MD1227  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 MD1227  DYNAMIC HT  -         263.349 (meters)     864.00  (feet)  COMP
 MD1227  MODELED GRAV-     980,199.9   (mgal)                       NAVD 88
 MD1227
 MD1227  VERT ORDER  -  SECOND    CLASS 0
 MD1227
 MD1227.The horizontal coordinates were scaled from a topographic map and have
 MD1227.an estimated accuracy of +/- 6 seconds.
 MD1227
 MD1227.The orthometric height was determined by differential leveling
 MD1227.and adjusted by the National Geodetic Survey in June 1991..
 MD1227
 MD1227.The geoid height was determined by GEOID03.
 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     -   672,090.      101,230.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1227.See file dsdata.txt to determine how the superseded data were derived.
 MD1227
 MD1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL128731(NAD 83)
 MD1227_MARKER: DB = BENCH MARK DISK
 MD1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1227_STAMPING: F 164 1946
 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             NGS
 MD1227
 MD1227                          STATION DESCRIPTION
 MD1227
 MD1227'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0946 ***********************************************************************
 MD0946  DESIGNATION -  F 165
 MD0946  PID         -  MD0946
 MD0946  STATE/COUNTY-  IN/WHITLEY
 MD0946  USGS QUAD   -  EGE (1965)
 MD0946
 MD0946                         *CURRENT SURVEY CONTROL
 MD0946  ___________________________________________________________________
 MD0946* NAD 83(1986)-  41 15 09.     (N)    085 20 53.     (W)     SCALED    
 MD0946* NAVD 88     -       269.481  (meters)     884.12   (feet)  ADJUSTED  
 MD0946  ___________________________________________________________________
 MD0946  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 MD0946  DYNAMIC HT  -         269.379 (meters)     883.79  (feet)  COMP
 MD0946  MODELED GRAV-     980,236.9   (mgal)                       NAVD 88
 MD0946
 MD0946  VERT ORDER  -  SECOND    CLASS 0
 MD0946
 MD0946.The horizontal coordinates were scaled from a topographic map and have
 MD0946.an estimated accuracy of +/- 6 seconds.
 MD0946
 MD0946.The orthometric height was determined by differential leveling
 MD0946.and adjusted by the National Geodetic Survey in June 1991..
 MD0946
 MD0946.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0946.See file dsdata.txt to determine how the superseded data were derived.
 MD0946
 MD0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL384681(NAD 83)
 MD0946_MARKER: DB = BENCH MARK DISK
 MD0946_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0946_SP_SET: CULVERT
 MD0946_STAMPING: F 165 1946
 MD0946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0946
 MD0946  HISTORY     - Date     Condition        Report By
 MD0946  HISTORY     - 1946     MONUMENTED       CGS
 MD0946  HISTORY     - 1961     GOOD             NGS
 MD0946  HISTORY     - 1968     GOOD             NGS
 MD0946
 MD0946                          STATION DESCRIPTION
 MD0946
 MD0946'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1968
 MD0946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0212 ***********************************************************************
 ME0212  DESIGNATION -  F 166
 ME0212  PID         -  ME0212
 ME0212  STATE/COUNTY-  IN/MARSHALL
 ME0212  USGS QUAD   -  LA PAZ (1972)
 ME0212
 ME0212                         *CURRENT SURVEY CONTROL
 ME0212  ___________________________________________________________________
 ME0212* NAD 83(1986)-  41 26 57.     (N)    086 19 46.     (W)     SCALED    
 ME0212* NAVD 88     -       262.089  (meters)     859.87   (feet)  ADJUSTED  
 ME0212  ___________________________________________________________________
 ME0212  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 ME0212  DYNAMIC HT  -         261.982 (meters)     859.52  (feet)  COMP
 ME0212  MODELED GRAV-     980,209.1   (mgal)                       NAVD 88
 ME0212
 ME0212  VERT ORDER  -  SECOND    CLASS 0
 ME0212
 ME0212.The horizontal coordinates were scaled from a topographic map and have
 ME0212.an estimated accuracy of +/- 6 seconds.
 ME0212
 ME0212.The orthometric height was determined by differential leveling
 ME0212.and adjusted by the National Geodetic Survey in June 1991..
 ME0212
 ME0212.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0212.See file dsdata.txt to determine how the superseded data were derived.
 ME0212
 ME0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL560888(NAD 83)
 ME0212_MARKER: DB = BENCH MARK DISK
 ME0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0212_STAMPING: F 166 1946
 ME0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0212+STABILITY: SURFACE MOTION
 ME0212
 ME0212  HISTORY     - Date     Condition        Report By
 ME0212  HISTORY     - 1946     MONUMENTED       CGS
 ME0212  HISTORY     - 1985     GOOD             USPSQD
 ME0212  HISTORY     - 1987     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0026 ***********************************************************************
 ME0026  DESIGNATION -  F 167
 ME0026  PID         -  ME0026
 ME0026  STATE/COUNTY-  IN/ST JOSEPH
 ME0026  USGS QUAD   -  LAKEVILLE (1980)
 ME0026
 ME0026                         *CURRENT SURVEY CONTROL
 ME0026  ___________________________________________________________________
 ME0026* NAD 83(1986)-  41 31 10.     (N)    086 16 43.     (W)     SCALED    
 ME0026* NAVD 88     -       252.853  (meters)     829.57   (feet)  ADJUSTED  
 ME0026  ___________________________________________________________________
 ME0026  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 ME0026  DYNAMIC HT  -         252.749 (meters)     829.23  (feet)  COMP
 ME0026  MODELED GRAV-     980,205.7   (mgal)                       NAVD 88
 ME0026
 ME0026  VERT ORDER  -  SECOND    CLASS 0
 ME0026
 ME0026.The horizontal coordinates were scaled from a topographic map and have
 ME0026.an estimated accuracy of +/- 6 seconds.
 ME0026
 ME0026.The orthometric height was determined by differential leveling
 ME0026.and adjusted by the National Geodetic Survey in June 1991..
 ME0026
 ME0026.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0026.See file dsdata.txt to determine how the superseded data were derived.
 ME0026
 ME0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL601966(NAD 83)
 ME0026_MARKER: DB = BENCH MARK DISK
 ME0026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0026_SP_SET: BRIDGE
 ME0026_STAMPING: F 167 1946
 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 = OCTOBER  6, 2006
 ME0009 ***********************************************************************
 ME0009  DESIGNATION -  F 168
 ME0009  PID         -  ME0009
 ME0009  STATE/COUNTY-  IN/ST JOSEPH
 ME0009  USGS QUAD   -  WAKARUSA (1994)
 ME0009
 ME0009                         *CURRENT SURVEY CONTROL
 ME0009  ___________________________________________________________________
 ME0009* NAD 83(1986)-  41 34 45.     (N)    086 07 04.     (W)     SCALED    
 ME0009* NAVD 88     -       255.628  (meters)     838.67   (feet)  ADJUSTED  
 ME0009  ___________________________________________________________________
 ME0009  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME0009  DYNAMIC HT  -         255.523 (meters)     838.33  (feet)  COMP
 ME0009  MODELED GRAV-     980,207.7   (mgal)                       NAVD 88
 ME0009
 ME0009  VERT ORDER  -  SECOND    CLASS 0
 ME0009
 ME0009.The horizontal coordinates were scaled from a topographic map and have
 ME0009.an estimated accuracy of +/- 6 seconds.
 ME0009
 ME0009.The orthometric height was determined by differential leveling
 ME0009.and adjusted by the National Geodetic Survey in June 1991..
 ME0009
 ME0009.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0009.See file dsdata.txt to determine how the superseded data were derived.
 ME0009
 ME0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM735034(NAD 83)
 ME0009_MARKER: DB = BENCH MARK DISK
 ME0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0009_STAMPING: F 168 1946
 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 = OCTOBER  6, 2006
 ME0153 ***********************************************************************
 ME0153  DESIGNATION -  F 169
 ME0153  PID         -  ME0153
 ME0153  STATE/COUNTY-  IN/MARSHALL
 ME0153  USGS QUAD   -  BOURBON (1994)
 ME0153
 ME0153                         *CURRENT SURVEY CONTROL
 ME0153  ___________________________________________________________________
 ME0153* NAD 83(1986)-  41 19 50.     (N)    086 07 00.     (W)     SCALED    
 ME0153* NAVD 88     -       254.423  (meters)     834.72   (feet)  ADJUSTED  
 ME0153  ___________________________________________________________________
 ME0153  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 ME0153  DYNAMIC HT  -         254.318 (meters)     834.38  (feet)  COMP
 ME0153  MODELED GRAV-     980,202.2   (mgal)                       NAVD 88
 ME0153
 ME0153  VERT ORDER  -  SECOND    CLASS 0
 ME0153
 ME0153.The horizontal coordinates were scaled from a topographic map and have
 ME0153.an estimated accuracy of +/- 6 seconds.
 ME0153
 ME0153.The orthometric height was determined by differential leveling
 ME0153.and adjusted by the National Geodetic Survey in June 1991..
 ME0153
 ME0153.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0153.See file dsdata.txt to determine how the superseded data were derived.
 ME0153
 ME0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL739758(NAD 83)
 ME0153_MARKER: DB = BENCH MARK DISK
 ME0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0153_STAMPING: F 169 1946
 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 = OCTOBER  6, 2006
 ME1128 ***********************************************************************
 ME1128  DESIGNATION -  F 17
 ME1128  PID         -  ME1128
 ME1128  STATE/COUNTY-  IN/LAKE
 ME1128  USGS QUAD   -  SCHNEIDER (1992)
 ME1128
 ME1128                         *CURRENT SURVEY CONTROL
 ME1128  ___________________________________________________________________
 ME1128* NAD 83(1986)-  41 11 15.     (N)    087 26 50.     (W)     SCALED    
 ME1128* NAVD 88     -       193.560  (meters)     635.04   (feet)  ADJUSTED  
 ME1128  ___________________________________________________________________
 ME1128  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 ME1128  DYNAMIC HT  -         193.479 (meters)     634.77  (feet)  COMP
 ME1128  MODELED GRAV-     980,199.1   (mgal)                       NAVD 88
 ME1128
 ME1128  VERT ORDER  -  FIRST     CLASS II
 ME1128
 ME1128.The horizontal coordinates were scaled from a topographic map and have
 ME1128.an estimated accuracy of +/- 6 seconds.
 ME1128
 ME1128.The orthometric height was determined by differential leveling
 ME1128.and adjusted by the National Geodetic Survey in June 1991..
 ME1128
 ME1128.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1128.See file dsdata.txt to determine how the superseded data were derived.
 ME1128
 ME1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL624596(NAD 83)
 ME1128_MARKER: DB = BENCH MARK DISK
 ME1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1128_STAMPING: F 17 1934
 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             NGS
 ME1128  HISTORY     - 1970     GOOD             BRADY
 ME1128  HISTORY     - 19891031 MARK NOT FOUND   USPSQD
 ME1128
 ME1128                          STATION DESCRIPTION
 ME1128
 ME1128'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1009 ***********************************************************************
 MD1009  DESIGNATION -  F 17
 MD1009  PID         -  MD1009
 MD1009  STATE/COUNTY-  IN/KOSCIUSKO
 MD1009  USGS QUAD   -  WARSAW (1994)
 MD1009
 MD1009                         *CURRENT SURVEY CONTROL
 MD1009  ___________________________________________________________________
 MD1009* NAD 83(1986)-  41 13 15.     (N)    085 46 45.     (W)     SCALED    
 MD1009* NAVD 88     -       262.339  (meters)     860.69   (feet)  ADJUSTED  
 MD1009  ___________________________________________________________________
 MD1009  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MD1009  DYNAMIC HT  -         262.227 (meters)     860.32  (feet)  COMP
 MD1009  MODELED GRAV-     980,191.0   (mgal)                       NAVD 88
 MD1009
 MD1009  VERT ORDER  -  FIRST     CLASS I
 MD1009
 MD1009.The horizontal coordinates were scaled from a topographic map and have
 MD1009.an estimated accuracy of +/- 6 seconds.
 MD1009
 MD1009.The orthometric height was determined by differential leveling
 MD1009.and adjusted by the National Geodetic Survey in April 1995..
 MD1009
 MD1009.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1009
 MD1009  NAVD 88 (06/15/91)  262.335  (m)          860.68   (f) UNKNOWN     1 1
 MD1009  NGVD 29 (01/19/93)  262.470  (m)          861.12   (f) ADJUSTED    1 1
 MD1009
 MD1009.Superseded values are not recommended for survey control.
 MD1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1009.See file dsdata.txt to determine how the superseded data were derived.
 MD1009
 MD1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL023639(NAD 83)
 MD1009_MARKER: DD = SURVEY DISK
 MD1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1009_SP_SET: CONCRETE POST
 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 - October 08, 1992
 MD1009
 MD1009  HISTORY     - Date     Condition        Report By
 MD1009  HISTORY     - UNK      MONUMENTED       INHD
 MD1009  HISTORY     - 1968     GOOD             NGS
 MD1009  HISTORY     - 1989     GOOD             USPSQD
 MD1009  HISTORY     - 1990     GOOD             USPSQD
 MD1009  HISTORY     - 19921008 GOOD             NGS
 MD1009  HISTORY     - 19971120 GOOD             USPSQD
 MD1009
 MD1009                          STATION DESCRIPTION
 MD1009
 MD1009'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0131 ***********************************************************************
 ME0131  DESIGNATION -  F 171
 ME0131  PID         -  ME0131
 ME0131  STATE/COUNTY-  IN/ELKHART
 ME0131  USGS QUAD   -  WAKARUSA (1994)
 ME0131
 ME0131                         *CURRENT SURVEY CONTROL
 ME0131  ___________________________________________________________________
 ME0131* NAD 83(1986)-  41 30 23.     (N)    086 00 07.     (W)     SCALED    
 ME0131* NAVD 88     -       262.060  (meters)     859.78   (feet)  ADJUSTED  
 ME0131  ___________________________________________________________________
 ME0131  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 ME0131  DYNAMIC HT  -         261.952 (meters)     859.42  (feet)  COMP
 ME0131  MODELED GRAV-     980,207.6   (mgal)                       NAVD 88
 ME0131
 ME0131  VERT ORDER  -  SECOND    CLASS 0
 ME0131
 ME0131.The horizontal coordinates were scaled from a topographic map and have
 ME0131.an estimated accuracy of +/- 6 seconds.
 ME0131
 ME0131.The orthometric height was determined by differential leveling
 ME0131.and adjusted by the National Geodetic Survey in June 1991..
 ME0131
 ME0131.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0131.See file dsdata.txt to determine how the superseded data were derived.
 ME0131
 ME0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL832954(NAD 83)
 ME0131_MARKER: DB = BENCH MARK DISK
 ME0131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0131_SP_SET: BRIDGE
 ME0131_STAMPING: F-171 1946
 ME0131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0131
 ME0131  HISTORY     - Date     Condition        Report By
 ME0131  HISTORY     - 1946     MONUMENTED       CGS
 ME0131  HISTORY     - 1968     GOOD             NGS
 ME0131  HISTORY     - 19950914 GOOD             USPSQD
 ME0131
 ME0131                          STATION DESCRIPTION
 ME0131
 ME0131'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1207 ***********************************************************************
 MD1207  DESIGNATION -  F 172
 MD1207  PID         -  MD1207
 MD1207  STATE/COUNTY-  IN/KOSCIUSKO
 MD1207  USGS QUAD   -  ATWOOD (1994)
 MD1207
 MD1207                         *CURRENT SURVEY CONTROL
 MD1207  ___________________________________________________________________
 MD1207* NAD 83(1986)-  41 21 43.     (N)    085 55 43.     (W)     SCALED    
 MD1207* NAVD 88     -       255.815  (meters)     839.29   (feet)  ADJUSTED  
 MD1207  ___________________________________________________________________
 MD1207  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MD1207  DYNAMIC HT  -         255.712 (meters)     838.95  (feet)  COMP
 MD1207  MODELED GRAV-     980,215.3   (mgal)                       NAVD 88
 MD1207
 MD1207  VERT ORDER  -  SECOND    CLASS 0
 MD1207
 MD1207.The horizontal coordinates were scaled from a topographic map and have
 MD1207.an estimated accuracy of +/- 6 seconds.
 MD1207
 MD1207.The orthometric height was determined by differential leveling
 MD1207.and adjusted by the National Geodetic Survey in June 1991..
 MD1207
 MD1207.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1207.See file dsdata.txt to determine how the superseded data were derived.
 MD1207
 MD1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL896794(NAD 83)
 MD1207_MARKER: DB = BENCH MARK DISK
 MD1207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1207_SP_SET: BUILDING
 MD1207_STAMPING: F 172 1946
 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 = OCTOBER  6, 2006
 LA1839 ***********************************************************************
 LA1839  DESIGNATION -  F 173
 LA1839  PID         -  LA1839
 LA1839  STATE/COUNTY-  IN/WABASH
 LA1839  USGS QUAD   -  SOMERSET (1994)
 LA1839
 LA1839                         *CURRENT SURVEY CONTROL
 LA1839  ___________________________________________________________________
 LA1839* NAD 83(1986)-  40 41 40.     (N)    085 49 37.     (W)     SCALED    
 LA1839* NAVD 88     -       242.009  (meters)     793.99   (feet)  ADJUSTED  
 LA1839  ___________________________________________________________________
 LA1839  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 LA1839  DYNAMIC HT  -         241.890 (meters)     793.60  (feet)  COMP
 LA1839  MODELED GRAV-     980,127.9   (mgal)                       NAVD 88
 LA1839
 LA1839  VERT ORDER  -  SECOND    CLASS 0
 LA1839
 LA1839.The horizontal coordinates were scaled from a topographic map and have
 LA1839.an estimated accuracy of +/- 6 seconds.
 LA1839
 LA1839.The orthometric height was determined by differential leveling
 LA1839.and adjusted by the National Geodetic Survey in June 1991..
 LA1839
 LA1839.The geoid height was determined by GEOID03.
 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     -   604,640.       86,450.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1839.See file dsdata.txt to determine how the superseded data were derived.
 LA1839
 LA1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL991055(NAD 83)
 LA1839_MARKER: DB = BENCH MARK DISK
 LA1839_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1839_SP_SET: BUILDING
 LA1839_STAMPING: F 173 1946
 LA1839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1839
 LA1839  HISTORY     - Date     Condition        Report By
 LA1839  HISTORY     - 1946     MONUMENTED       CGS
 LA1839  HISTORY     - 1962     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1962
 LA1839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1625 ***********************************************************************
 LA1625  DESIGNATION -  F 174
 LA1625  PID         -  LA1625
 LA1625  STATE/COUNTY-  IN/WABASH
 LA1625  USGS QUAD   -  LA FONTAINE (1994)
 LA1625
 LA1625                         *CURRENT SURVEY CONTROL
 LA1625  ___________________________________________________________________
 LA1625* NAD 83(1986)-  40 41 18.     (N)    085 44 27.     (W)     SCALED    
 LA1625* NAVD 88     -       247.635  (meters)     812.45   (feet)  ADJUSTED  
 LA1625  ___________________________________________________________________
 LA1625  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 LA1625  DYNAMIC HT  -         247.513 (meters)     812.05  (feet)  COMP
 LA1625  MODELED GRAV-     980,127.0   (mgal)                       NAVD 88
 LA1625
 LA1625  VERT ORDER  -  FIRST     CLASS II
 LA1625
 LA1625.The horizontal coordinates were scaled from a topographic map and have
 LA1625.an estimated accuracy of +/- 6 seconds.
 LA1625
 LA1625.The orthometric height was determined by differential leveling
 LA1625.and adjusted by the National Geodetic Survey in June 1991..
 LA1625
 LA1625.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1625.See file dsdata.txt to determine how the superseded data were derived.
 LA1625
 LA1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL063049(NAD 83)
 LA1625_MARKER: DB = BENCH MARK DISK
 LA1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1625_STAMPING: F 174 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1962
 LA1625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1783 ***********************************************************************
 LA1783  DESIGNATION -  F 175
 LA1783  PID         -  LA1783
 LA1783  STATE/COUNTY-  IN/MIAMI
 LA1783  USGS QUAD   -  PEORIA (1994)
 LA1783
 LA1783                         *CURRENT SURVEY CONTROL
 LA1783  ___________________________________________________________________
 LA1783* NAD 83(1986)-  40 42 55.     (N)    085 56 36.     (W)     SCALED    
 LA1783* NAVD 88     -       207.467  (meters)     680.66   (feet)  ADJUSTED  
 LA1783  ___________________________________________________________________
 LA1783  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 LA1783  DYNAMIC HT  -         207.366 (meters)     680.33  (feet)  COMP
 LA1783  MODELED GRAV-     980,132.7   (mgal)                       NAVD 88
 LA1783
 LA1783  VERT ORDER  -  SECOND    CLASS 0
 LA1783
 LA1783.The horizontal coordinates were scaled from a topographic map and have
 LA1783.an estimated accuracy of +/- 6 seconds.
 LA1783
 LA1783.The orthometric height was determined by differential leveling
 LA1783.and adjusted by the National Geodetic Survey in June 1991..
 LA1783
 LA1783.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1783.See file dsdata.txt to determine how the superseded data were derived.
 LA1783
 LA1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL892076(NAD 83)
 LA1783_MARKER: DB = BENCH MARK DISK
 LA1783_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1783_SP_SET: CULVERT
 LA1783_STAMPING: F 175 1946
 LA1783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME0353 ***********************************************************************
 ME0353  DESIGNATION -  F 176
 ME0353  PID         -  ME0353
 ME0353  STATE/COUNTY-  IN/FULTON
 ME0353  USGS QUAD   -  ARGOS (1994)
 ME0353
 ME0353                         *CURRENT SURVEY CONTROL
 ME0353  ___________________________________________________________________
 ME0353* NAD 83(1986)-  41 10 16.     (N)    086 13 43.     (W)     SCALED    
 ME0353* NAVD 88     -       268.579  (meters)     881.16   (feet)  ADJUSTED  
 ME0353  ___________________________________________________________________
 ME0353  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME0353  DYNAMIC HT  -         268.465 (meters)     880.79  (feet)  COMP
 ME0353  MODELED GRAV-     980,190.5   (mgal)                       NAVD 88
 ME0353
 ME0353  VERT ORDER  -  SECOND    CLASS 0
 ME0353
 ME0353.The horizontal coordinates were scaled from a topographic map and have
 ME0353.an estimated accuracy of +/- 6 seconds.
 ME0353
 ME0353.The orthometric height was determined by differential leveling
 ME0353.and adjusted by the National Geodetic Survey in June 1991..
 ME0353
 ME0353.The geoid height was determined by GEOID03.
 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     -   657,710.       52,850.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0353.See file dsdata.txt to determine how the superseded data were derived.
 ME0353
 ME0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL647580(NAD 83)
 ME0353_MARKER: DB = BENCH MARK DISK
 ME0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0353_STAMPING: F 176 1946
 ME0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0353+STABILITY: SURFACE MOTION
 ME0353
 ME0353  HISTORY     - Date     Condition        Report By
 ME0353  HISTORY     - 1946     MONUMENTED       CGS
 ME0353  HISTORY     - 1984     GOOD             USPSQD
 ME0353  HISTORY     - 1987     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0447 ***********************************************************************
 ME0447  DESIGNATION -  F 177
 ME0447  PID         -  ME0447
 ME0447  STATE/COUNTY-  IN/FULTON
 ME0447  USGS QUAD   -  ROCHESTER (1992)
 ME0447
 ME0447                         *CURRENT SURVEY CONTROL
 ME0447  ___________________________________________________________________
 ME0447* NAD 83(1986)-  41 03 15.     (N)    086 07 51.     (W)     SCALED    
 ME0447* NAVD 88     -       244.321  (meters)     801.58   (feet)  ADJUSTED  
 ME0447  ___________________________________________________________________
 ME0447  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 ME0447  DYNAMIC HT  -         244.213 (meters)     801.22  (feet)  COMP
 ME0447  MODELED GRAV-     980,176.3   (mgal)                       NAVD 88
 ME0447
 ME0447  VERT ORDER  -  SECOND    CLASS 0
 ME0447
 ME0447.The horizontal coordinates were scaled from a topographic map and have
 ME0447.an estimated accuracy of +/- 6 seconds.
 ME0447
 ME0447.The orthometric height was determined by differential leveling
 ME0447.and adjusted by the National Geodetic Survey in June 1991..
 ME0447
 ME0447.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0447.See file dsdata.txt to determine how the superseded data were derived.
 ME0447
 ME0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL730451(NAD 83)
 ME0447_MARKER: DB = BENCH MARK DISK
 ME0447_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0447_SP_SET: CULVERT
 ME0447_STAMPING: F 177 1946
 ME0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1692 ***********************************************************************
 LA1692  DESIGNATION -  F 178
 LA1692  PID         -  LA1692
 LA1692  STATE/COUNTY-  IN/WABASH
 LA1692  USGS QUAD   -  ROANN (1994)
 LA1692
 LA1692                         *CURRENT SURVEY CONTROL
 LA1692  ___________________________________________________________________
 LA1692* NAD 83(1986)-  40 56 26.     (N)    085 53 26.     (W)     SCALED    
 LA1692* NAVD 88     -       226.348  (meters)     742.61   (feet)  ADJUSTED  
 LA1692  ___________________________________________________________________
 LA1692  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 LA1692  DYNAMIC HT  -         226.243 (meters)     742.27  (feet)  COMP
 LA1692  MODELED GRAV-     980,156.9   (mgal)                       NAVD 88
 LA1692
 LA1692  VERT ORDER  -  SECOND    CLASS 0
 LA1692
 LA1692.The horizontal coordinates were scaled from a topographic map and have
 LA1692.an estimated accuracy of +/- 6 seconds.
 LA1692
 LA1692.The orthometric height was determined by differential leveling
 LA1692.and adjusted by the National Geodetic Survey in June 1991..
 LA1692
 LA1692.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1692.See file dsdata.txt to determine how the superseded data were derived.
 LA1692
 LA1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL933327(NAD 83)
 LA1692_MARKER: DB = BENCH MARK DISK
 LA1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1692_STAMPING: F 178 1946
 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 = OCTOBER  6, 2006
 ME0454 ***********************************************************************
 ME0454  DESIGNATION -  F 179
 ME0454  PID         -  ME0454
 ME0454  STATE/COUNTY-  IN/FULTON
 ME0454  USGS QUAD   -  ROCHESTER (1992)
 ME0454
 ME0454                         *CURRENT SURVEY CONTROL
 ME0454  ___________________________________________________________________
 ME0454* NAD 83(1986)-  41 03 14.     (N)    086 13 30.     (W)     SCALED    
 ME0454* NAVD 88     -       238.114  (meters)     781.21   (feet)  ADJUSTED  
 ME0454  ___________________________________________________________________
 ME0454  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 ME0454  DYNAMIC HT  -         238.011 (meters)     780.87  (feet)  COMP
 ME0454  MODELED GRAV-     980,183.5   (mgal)                       NAVD 88
 ME0454
 ME0454  VERT ORDER  -  SECOND    CLASS 0
 ME0454
 ME0454.The horizontal coordinates were scaled from a topographic map and have
 ME0454.an estimated accuracy of +/- 6 seconds.
 ME0454
 ME0454.The orthometric height was determined by differential leveling
 ME0454.and adjusted by the National Geodetic Survey in June 1991..
 ME0454
 ME0454.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0454.See file dsdata.txt to determine how the superseded data were derived.
 ME0454
 ME0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL651450(NAD 83)
 ME0454_MARKER: DB = BENCH MARK DISK
 ME0454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0454_SP_SET: CULVERT
 ME0454_STAMPING: F 179 1946
 ME0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0454
 ME0454  HISTORY     - Date     Condition        Report By
 ME0454  HISTORY     - 1946     MONUMENTED       CGS
 ME0454  HISTORY     - 1960     MARK NOT FOUND   NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 MD1005 ***********************************************************************
 MD1005  DESIGNATION -  F 18
 MD1005  PID         -  MD1005
 MD1005  STATE/COUNTY-  IN/KOSCIUSKO
 MD1005  USGS QUAD   -  PIERCETON (1994)
 MD1005
 MD1005                         *CURRENT SURVEY CONTROL
 MD1005  ___________________________________________________________________
 MD1005* NAD 83(1986)-  41 12 40.     (N)    085 44 31.     (W)     SCALED    
 MD1005* NAVD 88     -       271.559  (meters)     890.94   (feet)  ADJUSTED  
 MD1005  ___________________________________________________________________
 MD1005  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 MD1005  DYNAMIC HT  -         271.444 (meters)     890.56  (feet)  COMP
 MD1005  MODELED GRAV-     980,192.9   (mgal)                       NAVD 88
 MD1005
 MD1005  VERT ORDER  -  FIRST     CLASS I
 MD1005
 MD1005.The horizontal coordinates were scaled from a topographic map and have
 MD1005.an estimated accuracy of +/- 6 seconds.
 MD1005
 MD1005.The orthometric height was determined by differential leveling
 MD1005.and adjusted by the National Geodetic Survey in June 1991..
 MD1005
 MD1005.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1005.See file dsdata.txt to determine how the superseded data were derived.
 MD1005
 MD1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL054629(NAD 83)
 MD1005_MARKER: DD = SURVEY DISK
 MD1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1005_SP_SET: 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             NGS
 MD1005  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD1005  HISTORY     - 19921003 MARK NOT FOUND   NGS
 MD1005
 MD1005                          STATION DESCRIPTION
 MD1005
 MD1005'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1683 ***********************************************************************
 LA1683  DESIGNATION -  F 180
 LA1683  PID         -  LA1683
 LA1683  STATE/COUNTY-  IN/WABASH
 LA1683  USGS QUAD   -  ROANN (1994)
 LA1683
 LA1683                         *CURRENT SURVEY CONTROL
 LA1683  ___________________________________________________________________
 LA1683* NAD 83(1986)-  40 54 47.     (N)    085 55 28.     (W)     SCALED    
 LA1683* NAVD 88     -       224.176  (meters)     735.48   (feet)  ADJUSTED  
 LA1683  ___________________________________________________________________
 LA1683  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 LA1683  DYNAMIC HT  -         224.072 (meters)     735.14  (feet)  COMP
 LA1683  MODELED GRAV-     980,154.2   (mgal)                       NAVD 88
 LA1683
 LA1683  VERT ORDER  -  SECOND    CLASS 0
 LA1683
 LA1683.The horizontal coordinates were scaled from a topographic map and have
 LA1683.an estimated accuracy of +/- 6 seconds.
 LA1683
 LA1683.The orthometric height was determined by differential leveling
 LA1683.and adjusted by the National Geodetic Survey in June 1991..
 LA1683
 LA1683.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1683.See file dsdata.txt to determine how the superseded data were derived.
 LA1683
 LA1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL905296(NAD 83)
 LA1683_MARKER: DB = BENCH MARK DISK
 LA1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1683_STAMPING: F 180
 LA1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1683+STABILITY: SURFACE MOTION
 LA1683
 LA1683  HISTORY     - Date     Condition        Report By
 LA1683  HISTORY     - UNK      MONUMENTED       CGS
 LA1683  HISTORY     - 1946     GOOD             NGS
 LA1683  HISTORY     - 1960     MARK NOT FOUND   USGS
 LA1683
 LA1683                          STATION DESCRIPTION
 LA1683
 LA1683'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0190 ***********************************************************************
 LB0190  DESIGNATION -  F 181
 LB0190  PID         -  LB0190
 LB0190  STATE/COUNTY-  IN/FULTON
 LB0190  USGS QUAD   -  FULTON (1960)
 LB0190
 LB0190                         *CURRENT SURVEY CONTROL
 LB0190  ___________________________________________________________________
 LB0190* NAD 83(1986)-  40 56 59.     (N)    086 19 27.     (W)     SCALED    
 LB0190* NAVD 88     -       237.129  (meters)     777.98   (feet)  ADJUSTED  
 LB0190  ___________________________________________________________________
 LB0190  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 LB0190  DYNAMIC HT  -         237.025 (meters)     777.64  (feet)  COMP
 LB0190  MODELED GRAV-     980,180.9   (mgal)                       NAVD 88
 LB0190
 LB0190  VERT ORDER  -  SECOND    CLASS 0
 LB0190
 LB0190.The horizontal coordinates were scaled from a topographic map and have
 LB0190.an estimated accuracy of +/- 6 seconds.
 LB0190
 LB0190.The orthometric height was determined by differential leveling
 LB0190.and adjusted by the National Geodetic Survey in June 1991..
 LB0190
 LB0190.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0190.See file dsdata.txt to determine how the superseded data were derived.
 LB0190
 LB0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL568333(NAD 83)
 LB0190_MARKER: DB = BENCH MARK DISK
 LB0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0190_STAMPING: F 181 1946
 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 = OCTOBER  6, 2006
 MD1026 ***********************************************************************
 MD1026  DESIGNATION -  F 182
 MD1026  PID         -  MD1026
 MD1026  STATE/COUNTY-  IN/KOSCIUSKO
 MD1026  USGS QUAD   -  NORTH MANCHESTER NORTH (1994)
 MD1026
 MD1026                         *CURRENT SURVEY CONTROL
 MD1026  ___________________________________________________________________
 MD1026* NAD 83(1986)-  41 02 58.     (N)    085 51 12.     (W)     SCALED    
 MD1026* NAVD 88     -       262.028  (meters)     859.67   (feet)  ADJUSTED  
 MD1026  ___________________________________________________________________
 MD1026  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MD1026  DYNAMIC HT  -         261.911 (meters)     859.29  (feet)  COMP
 MD1026  MODELED GRAV-     980,170.1   (mgal)                       NAVD 88
 MD1026
 MD1026  VERT ORDER  -  FIRST     CLASS II
 MD1026
 MD1026.The horizontal coordinates were scaled from a topographic map and have
 MD1026.an estimated accuracy of +/- 6 seconds.
 MD1026
 MD1026.The orthometric height was determined by differential leveling
 MD1026.and adjusted by the National Geodetic Survey in June 1991..
 MD1026
 MD1026.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1026.See file dsdata.txt to determine how the superseded data were derived.
 MD1026
 MD1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL963448(NAD 83)
 MD1026_MARKER: DB = BENCH MARK DISK
 MD1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1026_STAMPING: F 182 1946
 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 = OCTOBER  6, 2006
 LB0151 ***********************************************************************
 LB0151  DESIGNATION -  F 183
 LB0151  PID         -  LB0151
 LB0151  STATE/COUNTY-  IN/CASS
 LB0151  USGS QUAD   -  LOGANSPORT (1987)
 LB0151
 LB0151                         *CURRENT SURVEY CONTROL
 LB0151  ___________________________________________________________________
 LB0151* NAD 83(1986)-  40 51 59.     (N)    086 15 44.     (W)     SCALED    
 LB0151* NAVD 88     -       241.579  (meters)     792.58   (feet)  ADJUSTED  
 LB0151  ___________________________________________________________________
 LB0151  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 LB0151  DYNAMIC HT  -         241.469 (meters)     792.22  (feet)  COMP
 LB0151  MODELED GRAV-     980,162.7   (mgal)                       NAVD 88
 LB0151
 LB0151  VERT ORDER  -  SECOND    CLASS 0
 LB0151
 LB0151.The horizontal coordinates were scaled from a topographic map and have
 LB0151.an estimated accuracy of +/- 6 seconds.
 LB0151
 LB0151.The orthometric height was determined by differential leveling
 LB0151.and adjusted by the National Geodetic Survey in June 1991..
 LB0151
 LB0151.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0151.See file dsdata.txt to determine how the superseded data were derived.
 LB0151
 LB0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL621241(NAD 83)
 LB0151_MARKER: DB = BENCH MARK DISK
 LB0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0151_STAMPING: F 183 1946
 LB0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0151+STABILITY: SURFACE MOTION
 LB0151
 LB0151  HISTORY     - Date     Condition        Report By
 LB0151  HISTORY     - 1946     MONUMENTED       CGS
 LB0151  HISTORY     - 1989     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0228 ***********************************************************************
 ME0228  DESIGNATION -  F 184
 ME0228  PID         -  ME0228
 ME0228  STATE/COUNTY-  IN/MARSHALL
 ME0228  USGS QUAD   -  BOURBON (1994)
 ME0228
 ME0228                         *CURRENT SURVEY CONTROL
 ME0228  ___________________________________________________________________
 ME0228* NAD 83(1986)-  41 17 05.     (N)    086 04 34.     (W)     SCALED    
 ME0228* NAVD 88     -       252.929  (meters)     829.82   (feet)  ADJUSTED  
 ME0228  ___________________________________________________________________
 ME0228  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 ME0228  DYNAMIC HT  -         252.825 (meters)     829.48  (feet)  COMP
 ME0228  MODELED GRAV-     980,202.6   (mgal)                       NAVD 88
 ME0228
 ME0228  VERT ORDER  -  FIRST     CLASS I
 ME0228
 ME0228.The horizontal coordinates were scaled from a topographic map and have
 ME0228.an estimated accuracy of +/- 6 seconds.
 ME0228
 ME0228.The orthometric height was determined by differential leveling
 ME0228.and adjusted by the National Geodetic Survey in June 1991..
 ME0228
 ME0228.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0228.See file dsdata.txt to determine how the superseded data were derived.
 ME0228
 ME0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL773707(NAD 83)
 ME0228_MARKER: DB = BENCH MARK DISK
 ME0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0228_SP_SET: CULVERT
 ME0228_STAMPING: F 184 1946
 ME0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0228
 ME0228  HISTORY     - Date     Condition        Report By
 ME0228  HISTORY     - 1946     MONUMENTED       CGS
 ME0228  HISTORY     - 1968     GOOD             NGS
 ME0228  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0228
 ME0228                          STATION DESCRIPTION
 ME0228
 ME0228'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1307 ***********************************************************************
 LA1307  DESIGNATION -  F 185
 LA1307  PID         -  LA1307
 LA1307  STATE/COUNTY-  IN/MADISON
 LA1307  USGS QUAD   -  ALEXANDRIA (1994)
 LA1307
 LA1307                         *CURRENT SURVEY CONTROL
 LA1307  ___________________________________________________________________
 LA1307* NAD 83(1986)-  40 18 16.     (N)    085 39 26.     (W)     SCALED    
 LA1307* NAVD 88     -       269.354  (meters)     883.71   (feet)  ADJUSTED  
 LA1307  ___________________________________________________________________
 LA1307  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 LA1307  DYNAMIC HT  -         269.214 (meters)     883.25  (feet)  COMP
 LA1307  MODELED GRAV-     980,099.1   (mgal)                       NAVD 88
 LA1307
 LA1307  VERT ORDER  -  FIRST     CLASS II
 LA1307
 LA1307.The horizontal coordinates were scaled from a topographic map and have
 LA1307.an estimated accuracy of +/- 6 seconds.
 LA1307
 LA1307.The orthometric height was determined by differential leveling
 LA1307.and adjusted by the National Geodetic Survey in June 1991..
 LA1307
 LA1307.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1307.See file dsdata.txt to determine how the superseded data were derived.
 LA1307
 LA1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK141624(NAD 83)
 LA1307_MARKER: DB = BENCH MARK DISK
 LA1307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1307_SP_SET: BRIDGE
 LA1307_STAMPING: F 185 1946
 LA1307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1307
 LA1307  HISTORY     - Date     Condition        Report By
 LA1307  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1094 ***********************************************************************
 MD1094  DESIGNATION -  F 186
 MD1094  PID         -  MD1094
 MD1094  STATE/COUNTY-  IN/WHITLEY
 MD1094  USGS QUAD   -  SOUTH WHITLEY EAST (1962)
 MD1094
 MD1094                         *CURRENT SURVEY CONTROL
 MD1094  ___________________________________________________________________
 MD1094* NAD 83(1986)-  41 04 40.     (N)    085 32 38.     (W)     SCALED    
 MD1094* NAVD 88     -       256.235  (meters)     840.66   (feet)  ADJUSTED  
 MD1094  ___________________________________________________________________
 MD1094  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 MD1094  DYNAMIC HT  -         256.126 (meters)     840.31  (feet)  COMP
 MD1094  MODELED GRAV-     980,191.4   (mgal)                       NAVD 88
 MD1094
 MD1094  VERT ORDER  -  SECOND    CLASS 0
 MD1094
 MD1094.The horizontal coordinates were scaled from a topographic map and have
 MD1094.an estimated accuracy of +/- 6 seconds.
 MD1094
 MD1094.The orthometric height was determined by differential leveling
 MD1094.and adjusted by the National Geodetic Survey in June 1991..
 MD1094
 MD1094.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1094.See file dsdata.txt to determine how the superseded data were derived.
 MD1094
 MD1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL223484(NAD 83)
 MD1094_MARKER: DB = BENCH MARK DISK
 MD1094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1094_SP_SET: CULVERT
 MD1094_STAMPING: F 186 1946
 MD1094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1094
 MD1094  HISTORY     - Date     Condition        Report By
 MD1094  HISTORY     - 1946     MONUMENTED       CGS
 MD1094  HISTORY     - 1961     GOOD             NGS
 MD1094
 MD1094                          STATION DESCRIPTION
 MD1094
 MD1094'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1718 ***********************************************************************
 LA1718  DESIGNATION -  F 187
 LA1718  PID         -  LA1718
 LA1718  STATE/COUNTY-  IN/HUNTINGTON
 LA1718  USGS QUAD   -  BIPPUS (1972)
 LA1718
 LA1718                         *CURRENT SURVEY CONTROL
 LA1718  ___________________________________________________________________
 LA1718* NAD 83(1986)-  40 56 41.     (N)    085 37 25.     (W)     SCALED    
 LA1718* NAVD 88     -       258.604  (meters)     848.44   (feet)  ADJUSTED  
 LA1718  ___________________________________________________________________
 LA1718  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 LA1718  DYNAMIC HT  -         258.483 (meters)     848.04  (feet)  COMP
 LA1718  MODELED GRAV-     980,150.3   (mgal)                       NAVD 88
 LA1718
 LA1718  VERT ORDER  -  SECOND    CLASS 0
 LA1718
 LA1718.The horizontal coordinates were scaled from a topographic map and have
 LA1718.an estimated accuracy of +/- 6 seconds.
 LA1718
 LA1718.The orthometric height was determined by differential leveling
 LA1718.and adjusted by the National Geodetic Survey in June 1991..
 LA1718
 LA1718.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1718.See file dsdata.txt to determine how the superseded data were derived.
 LA1718
 LA1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL158335(NAD 83)
 LA1718_MARKER: DB = BENCH MARK DISK
 LA1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1718_STAMPING: F 187 1946
 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 = OCTOBER  6, 2006
 LA0775 ***********************************************************************
 LA0775  DESIGNATION -  F 188
 LA0775  PID         -  LA0775
 LA0775  STATE/COUNTY-  IN/HUNTINGTON
 LA0775  USGS QUAD   -  HUNTINGTON (1994)
 LA0775
 LA0775                         *CURRENT SURVEY CONTROL
 LA0775  ___________________________________________________________________
 LA0775* NAD 83(1986)-  40 55 56.     (N)    085 28 50.     (W)     SCALED    
 LA0775* NAVD 88     -       252.220  (meters)     827.49   (feet)  ADJUSTED  
 LA0775  ___________________________________________________________________
 LA0775  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 LA0775  DYNAMIC HT  -         252.104 (meters)     827.11  (feet)  COMP
 LA0775  MODELED GRAV-     980,157.8   (mgal)                       NAVD 88
 LA0775
 LA0775  VERT ORDER  -  SECOND    CLASS 0
 LA0775
 LA0775.The horizontal coordinates were scaled from a topographic map and have
 LA0775.an estimated accuracy of +/- 6 seconds.
 LA0775
 LA0775.The orthometric height was determined by differential leveling
 LA0775.and adjusted by the National Geodetic Survey in June 1991..
 LA0775
 LA0775.The geoid height was determined by GEOID03.
 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     -   631,050.      115,670.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0775.See file dsdata.txt to determine how the superseded data were derived.
 LA0775
 LA0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL279323(NAD 83)
 LA0775_MARKER: DB = BENCH MARK DISK
 LA0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0775_STAMPING: F 188 1946
 LA0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0775+STABILITY: SURFACE MOTION
 LA0775
 LA0775  HISTORY     - Date     Condition        Report By
 LA0775  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1055 ***********************************************************************
 ME1055  DESIGNATION -  F 19
 ME1055  PID         -  ME1055
 ME1055  STATE/COUNTY-  IN/LAKE
 ME1055  USGS QUAD   -  GARY (1991)
 ME1055
 ME1055                         *CURRENT SURVEY CONTROL
 ME1055  ___________________________________________________________________
 ME1055* NAD 83(1986)-  41 36 23.     (N)    087 20 13.     (W)     SCALED    
 ME1055* NAVD 88     -       185.193  (meters)     607.59   (feet)  ADJUSTED  
 ME1055  ___________________________________________________________________
 ME1055  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME1055  DYNAMIC HT  -         185.125 (meters)     607.36  (feet)  COMP
 ME1055  MODELED GRAV-     980,251.8   (mgal)                       NAVD 88
 ME1055
 ME1055  VERT ORDER  -  FIRST     CLASS II
 ME1055
 ME1055.The horizontal coordinates were scaled from a topographic map and have
 ME1055.an estimated accuracy of +/- 6 seconds.
 ME1055
 ME1055.The orthometric height was determined by differential leveling
 ME1055.and adjusted by the National Geodetic Survey in June 1991..
 ME1055
 ME1055.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME1055
 ME1055  NGVD 29 (01/19/93)  185.308  (m)          607.96   (f) ADJUSTED    1 2
 ME1055
 ME1055.Superseded values are not recommended for survey control.
 ME1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1055.See file dsdata.txt to determine how the superseded data were derived.
 ME1055
 ME1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM719061(NAD 83)
 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             NGS
 ME1055  HISTORY     - 1985     GOOD             NGS
 ME1055
 ME1055                          STATION DESCRIPTION
 ME1055
 ME1055'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0971 ***********************************************************************
 MD0971  DESIGNATION -  F 19 ALLEN
 MD0971  PID         -  MD0971
 MD0971  STATE/COUNTY-  IN/ALLEN
 MD0971  USGS QUAD   -  CHURUBUSCO (1965)
 MD0971
 MD0971                         *CURRENT SURVEY CONTROL
 MD0971  ___________________________________________________________________
 MD0971* NAD 83(1986)-  41 10 31.     (N)    085 16 09.     (W)     SCALED    
 MD0971* NAVD 88     -       256.245  (meters)     840.70   (feet)  ADJUSTED  
 MD0971  ___________________________________________________________________
 MD0971  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 MD0971  DYNAMIC HT  -         256.149 (meters)     840.38  (feet)  COMP
 MD0971  MODELED GRAV-     980,240.2   (mgal)                       NAVD 88
 MD0971
 MD0971  VERT ORDER  -  SECOND    CLASS 0
 MD0971
 MD0971.The horizontal coordinates were scaled from a topographic map and have
 MD0971.an estimated accuracy of +/- 6 seconds.
 MD0971
 MD0971.The orthometric height was determined by differential leveling
 MD0971.and adjusted by the National Geodetic Survey in June 1991..
 MD0971
 MD0971.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0971.See file dsdata.txt to determine how the superseded data were derived.
 MD0971
 MD0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL451596(NAD 83)
 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       CGS
 MD0971  HISTORY     - 1963     GOOD             NGS
 MD0971
 MD0971                          STATION DESCRIPTION
 MD0971
 MD0971'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0795 ***********************************************************************
 MD0795  DESIGNATION -  F 190
 MD0795  PID         -  MD0795
 MD0795  STATE/COUNTY-  IN/ALLEN
 MD0795  USGS QUAD   -  ARCOLA (1981)
 MD0795
 MD0795                         *CURRENT SURVEY CONTROL
 MD0795  ___________________________________________________________________
 MD0795* NAD 83(1986)-  41 03 33.     (N)    085 20 11.     (W)     SCALED    
 MD0795* NAVD 88     -       258.796  (meters)     849.07   (feet)  ADJUSTED  
 MD0795  ___________________________________________________________________
 MD0795  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MD0795  DYNAMIC HT  -         258.691 (meters)     848.72  (feet)  COMP
 MD0795  MODELED GRAV-     980,211.5   (mgal)                       NAVD 88
 MD0795
 MD0795  VERT ORDER  -  SECOND    CLASS 0
 MD0795
 MD0795.The horizontal coordinates were scaled from a topographic map and have
 MD0795.an estimated accuracy of +/- 6 seconds.
 MD0795
 MD0795.The orthometric height was determined by differential leveling
 MD0795.and adjusted by the National Geodetic Survey in June 1991..
 MD0795
 MD0795.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0795.See file dsdata.txt to determine how the superseded data were derived.
 MD0795
 MD0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL397466(NAD 83)
 MD0795_MARKER: DB = BENCH MARK DISK
 MD0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0795_STAMPING: F-190-1946
 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 = OCTOBER  6, 2006
 LB0302 ***********************************************************************
 LB0302  DESIGNATION -  F 191
 LB0302  PID         -  LB0302
 LB0302  STATE/COUNTY-  IN/MIAMI
 LB0302  USGS QUAD   -  MIAMI (1994)
 LB0302
 LB0302                         *CURRENT SURVEY CONTROL
 LB0302  ___________________________________________________________________
 LB0302* NAD 83(1986)-  40 34 43.     (N)    086 00 47.     (W)     SCALED    
 LB0302* NAVD 88     -       254.184  (meters)     833.94   (feet)  ADJUSTED  
 LB0302  ___________________________________________________________________
 LB0302  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 LB0302  DYNAMIC HT  -         254.056 (meters)     833.52  (feet)  COMP
 LB0302  MODELED GRAV-     980,114.9   (mgal)                       NAVD 88
 LB0302
 LB0302  VERT ORDER  -  SECOND    CLASS 0
 LB0302
 LB0302.The horizontal coordinates were scaled from a topographic map and have
 LB0302.an estimated accuracy of +/- 6 seconds.
 LB0302
 LB0302.The orthometric height was determined by differential leveling
 LB0302.and adjusted by the National Geodetic Survey in June 1991..
 LB0302
 LB0302.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0302.See file dsdata.txt to determine how the superseded data were derived.
 LB0302
 LB0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK835924(NAD 83)
 LB0302_MARKER: DB = BENCH MARK DISK
 LB0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0302_STAMPING: F 191 1946
 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 = OCTOBER  6, 2006
 LA1814 ***********************************************************************
 LA1814  DESIGNATION -  F 192
 LA1814  PID         -  LA1814
 LA1814  STATE/COUNTY-  IN/MIAMI
 LA1814  USGS QUAD   -  PEORIA (1994)
 LA1814
 LA1814                         *CURRENT SURVEY CONTROL
 LA1814  ___________________________________________________________________
 LA1814* NAD 83(1986)-  40 38 27.     (N)    085 58 15.     (W)     SCALED    
 LA1814* NAVD 88     -       242.985  (meters)     797.19   (feet)  ADJUSTED  
 LA1814  ___________________________________________________________________
 LA1814  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LA1814  DYNAMIC HT  -         242.864 (meters)     796.80  (feet)  COMP
 LA1814  MODELED GRAV-     980,123.3   (mgal)                       NAVD 88
 LA1814
 LA1814  VERT ORDER  -  SECOND    CLASS 0
 LA1814
 LA1814.The horizontal coordinates were scaled from a topographic map and have
 LA1814.an estimated accuracy of +/- 6 seconds.
 LA1814
 LA1814.The orthometric height was determined by differential leveling
 LA1814.and adjusted by the National Geodetic Survey in June 1991..
 LA1814
 LA1814.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1814.See file dsdata.txt to determine how the superseded data were derived.
 LA1814
 LA1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK870993(NAD 83)
 LA1814_MARKER: DB = BENCH MARK DISK
 LA1814_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1814_SP_SET: CULVERT
 LA1814_STAMPING: F 192 1946
 LA1814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1362 ***********************************************************************
 LA1362  DESIGNATION -  F 195
 LA1362  PID         -  LA1362
 LA1362  STATE/COUNTY-  IN/MADISON
 LA1362  USGS QUAD   -  ELWOOD (1994)
 LA1362
 LA1362                         *CURRENT SURVEY CONTROL
 LA1362  ___________________________________________________________________
 LA1362* NAD 83(1986)-  40 21 26.     (N)    085 47 01.     (W)     SCALED    
 LA1362* NAVD 88     -       265.932  (meters)     872.48   (feet)  ADJUSTED  
 LA1362  ___________________________________________________________________
 LA1362  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 LA1362  DYNAMIC HT  -         265.793 (meters)     872.02  (feet)  COMP
 LA1362  MODELED GRAV-     980,096.7   (mgal)                       NAVD 88
 LA1362
 LA1362  VERT ORDER  -  SECOND    CLASS 0
 LA1362
 LA1362.The horizontal coordinates were scaled from a topographic map and have
 LA1362.an estimated accuracy of +/- 6 seconds.
 LA1362
 LA1362.The orthometric height was determined by differential leveling
 LA1362.and adjusted by the National Geodetic Survey in June 1991..
 LA1362
 LA1362.The geoid height was determined by GEOID03.
 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     -   567,190.       90,070.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1362.See file dsdata.txt to determine how the superseded data were derived.
 LA1362
 LA1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK032681(NAD 83)
 LA1362_MARKER: DB = BENCH MARK DISK
 LA1362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1362_SP_SET: CULVERT
 LA1362_STAMPING: F 195 1946
 LA1362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 MD0907 ***********************************************************************
 MD0907  DESIGNATION -  F 196 RESET 1966
 MD0907  PID         -  MD0907
 MD0907  STATE/COUNTY-  IN/NOBLE
 MD0907  USGS QUAD   -  MERRIAM (1965)
 MD0907
 MD0907                         *CURRENT SURVEY CONTROL
 MD0907  ___________________________________________________________________
 MD0907* NAD 83(1986)-  41 16 40.     (N)    085 26 56.     (W)     SCALED    
 MD0907* NAVD 88     -       290.70   (meters)     953.7    (feet)  RESET     
 MD0907  ___________________________________________________________________
 MD0907  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MD0907
 MD0907  VERT ORDER  -  THIRD
 MD0907
 MD0907.The horizontal coordinates were scaled from a topographic map and have
 MD0907.an estimated accuracy of +/- 6 seconds.
 MD0907
 MD0907.The orthometric height was computed from unverified reset data.
 MD0907
 MD0907.The geoid height was determined by GEOID03.
 MD0907
 MD0907;                    North         East    Units  Estimated Accuracy
 MD0907;SPC IN E     -   669,430.      118,250.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0907.See file dsdata.txt to determine how the superseded data were derived.
 MD0907
 MD0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL299707(NAD 83)
 MD0907_MARKER: DB = BENCH MARK DISK
 MD0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0907_STAMPING: F 196 RESET 1966
 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 = OCTOBER  6, 2006
 MD0842 ***********************************************************************
 MD0842  DESIGNATION -  F 197
 MD0842  PID         -  MD0842
 MD0842  STATE/COUNTY-  IN/WHITLEY
 MD0842  USGS QUAD   -  CHURUBUSCO (1965)
 MD0842
 MD0842                         *CURRENT SURVEY CONTROL
 MD0842  ___________________________________________________________________
 MD0842* NAD 83(1986)-  41 11 11.     (N)    085 20 10.     (W)     SCALED    
 MD0842* NAVD 88     -       259.646  (meters)     851.86   (feet)  ADJUSTED  
 MD0842  ___________________________________________________________________
 MD0842  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 MD0842  DYNAMIC HT  -         259.550 (meters)     851.54  (feet)  COMP
 MD0842  MODELED GRAV-     980,243.4   (mgal)                       NAVD 88
 MD0842
 MD0842  VERT ORDER  -  SECOND    CLASS 0
 MD0842
 MD0842.The horizontal coordinates were scaled from a topographic map and have
 MD0842.an estimated accuracy of +/- 6 seconds.
 MD0842
 MD0842.The orthometric height was determined by differential leveling
 MD0842.and adjusted by the National Geodetic Survey in June 1991..
 MD0842
 MD0842.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0842.See file dsdata.txt to determine how the superseded data were derived.
 MD0842
 MD0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL395607(NAD 83)
 MD0842_MARKER: DB = BENCH MARK DISK
 MD0842_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0842_SP_SET: CULVERT
 MD0842_STAMPING: F 197 1946
 MD0842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0842
 MD0842  HISTORY     - Date     Condition        Report By
 MD0842  HISTORY     - 1946     MONUMENTED       CGS
 MD0842  HISTORY     - 1962     GOOD             NGS
 MD0842
 MD0842                          STATION DESCRIPTION
 MD0842
 MD0842'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0932 ***********************************************************************
 MD0932  DESIGNATION -  F 198
 MD0932  PID         -  MD0932
 MD0932  STATE/COUNTY-  IN/DE KALB
 MD0932  USGS QUAD   -  AUBURN (1981)
 MD0932
 MD0932                         *CURRENT SURVEY CONTROL
 MD0932  ___________________________________________________________________
 MD0932* NAD 83(1986)-  41 21 10.     (N)    085 02 20.     (W)     SCALED    
 MD0932* NAVD 88     -       267.447  (meters)     877.45   (feet)  ADJUSTED  
 MD0932  ___________________________________________________________________
 MD0932  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 MD0932  DYNAMIC HT  -         267.340 (meters)     877.10  (feet)  COMP
 MD0932  MODELED GRAV-     980,213.7   (mgal)                       NAVD 88
 MD0932
 MD0932  VERT ORDER  -  SECOND    CLASS 0
 MD0932
 MD0932.The horizontal coordinates were scaled from a topographic map and have
 MD0932.an estimated accuracy of +/- 6 seconds.
 MD0932
 MD0932.The orthometric height was determined by differential leveling
 MD0932.and adjusted by the National Geodetic Survey in June 1991..
 MD0932
 MD0932.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0932.See file dsdata.txt to determine how the superseded data were derived.
 MD0932
 MD0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL640797(NAD 83)
 MD0932_MARKER: DB = BENCH MARK DISK
 MD0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0932_SP_SET: STONE MASONRY
 MD0932_STAMPING: F-198-1946
 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 = OCTOBER  6, 2006
 MD0359 ***********************************************************************
 MD0359  DESIGNATION -  F 199
 MD0359  PID         -  MD0359
 MD0359  STATE/COUNTY-  IN/DE KALB
 MD0359  USGS QUAD   -  SAINT JOE (1994)
 MD0359
 MD0359                         *CURRENT SURVEY CONTROL
 MD0359  ___________________________________________________________________
 MD0359* NAD 83(1986)-  41 16 33.     (N)    084 55 48.     (W)     SCALED    
 MD0359* NAVD 88     -       244.595  (meters)     802.48   (feet)  ADJUSTED  
 MD0359  ___________________________________________________________________
 MD0359  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 MD0359  DYNAMIC HT  -         244.497 (meters)     802.15  (feet)  COMP
 MD0359  MODELED GRAV-     980,217.1   (mgal)                       NAVD 88
 MD0359
 MD0359  VERT ORDER  -  SECOND    CLASS 0
 MD0359
 MD0359.The horizontal coordinates were scaled from a topographic map and have
 MD0359.an estimated accuracy of +/- 6 seconds.
 MD0359
 MD0359.The orthometric height was determined by differential leveling
 MD0359.and adjusted by the National Geodetic Survey in June 1991..
 MD0359
 MD0359.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0359.See file dsdata.txt to determine how the superseded data were derived.
 MD0359
 MD0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL733714(NAD 83)
 MD0359_MARKER: DB = BENCH MARK DISK
 MD0359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0359_SP_SET: CULVERT
 MD0359_STAMPING: F-199-1946
 MD0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0176 ***********************************************************************
 KA0176  DESIGNATION -  F 2
 KA0176  PID         -  KA0176
 KA0176  STATE/COUNTY-  IN/MARION
 KA0176  USGS QUAD   -  BEECH GROVE (1980)
 KA0176
 KA0176                         *CURRENT SURVEY CONTROL
 KA0176  ___________________________________________________________________
 KA0176* NAD 83(1986)-  39 43 44.     (N)    086 04 47.     (W)     SCALED    
 KA0176* NAVD 88     -       248.741  (meters)     816.08   (feet)  ADJUSTED  
 KA0176  ___________________________________________________________________
 KA0176  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 KA0176  DYNAMIC HT  -         248.601 (meters)     815.62  (feet)  COMP
 KA0176  MODELED GRAV-     980,056.0   (mgal)                       NAVD 88
 KA0176
 KA0176  VERT ORDER  -  FIRST     CLASS II
 KA0176
 KA0176.The horizontal coordinates were scaled from a topographic map and have
 KA0176.an estimated accuracy of +/- 6 seconds.
 KA0176
 KA0176.The orthometric height was determined by differential leveling
 KA0176.and adjusted by the National Geodetic Survey in June 1991..
 KA0176
 KA0176.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0176.See file dsdata.txt to determine how the superseded data were derived.
 KA0176
 KA0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ788980(NAD 83)
 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     - UNK      MONUMENTED       CGS
 KA0176  HISTORY     - 1947     GOOD             NGS
 KA0176  HISTORY     - 1959     MARK NOT FOUND   USGS
 KA0176
 KA0176                          STATION DESCRIPTION
 KA0176
 KA0176'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1111 ***********************************************************************
 MD1111  DESIGNATION -  F 2 KOSKO
 MD1111  PID         -  MD1111
 MD1111  STATE/COUNTY-  IN/KOSCIUSKO
 MD1111  USGS QUAD   -  SOUTH WHITLEY WEST (1994)
 MD1111
 MD1111                         *CURRENT SURVEY CONTROL
 MD1111  ___________________________________________________________________
 MD1111* NAD 83(1986)-  41 05 45.     (N)    085 44 35.     (W)     SCALED    
 MD1111* NAVD 88     -       276.623  (meters)     907.55   (feet)  ADJUSTED  
 MD1111  ___________________________________________________________________
 MD1111  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 MD1111  DYNAMIC HT  -         276.501 (meters)     907.15  (feet)  COMP
 MD1111  MODELED GRAV-     980,177.5   (mgal)                       NAVD 88
 MD1111
 MD1111  VERT ORDER  -  SECOND    CLASS 0
 MD1111
 MD1111.The horizontal coordinates were scaled from a topographic map and have
 MD1111.an estimated accuracy of +/- 6 seconds.
 MD1111
 MD1111.The orthometric height was determined by differential leveling
 MD1111.and adjusted by the National Geodetic Survey in June 1991..
 MD1111
 MD1111.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1111.See file dsdata.txt to determine how the superseded data were derived.
 MD1111
 MD1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL055501(NAD 83)
 MD1111_MARKER: DD = SURVEY DISK
 MD1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1111_STAMPING: F 2 KOSKO
 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             NGS
 MD1111  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD1111
 MD1111                          STATION DESCRIPTION
 MD1111
 MD1111'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1115 ***********************************************************************
 MD1115  DESIGNATION -  F 2 WABSH
 MD1115  PID         -  MD1115
 MD1115  STATE/COUNTY-  IN/WABASH
 MD1115  USGS QUAD   -  SOUTH WHITLEY WEST (1994)
 MD1115
 MD1115                         *CURRENT SURVEY CONTROL
 MD1115  ___________________________________________________________________
 MD1115* NAD 83(1986)-  41 02 16.     (N)    085 44 29.     (W)     SCALED    
 MD1115* NAVD 88     -       241.528  (meters)     792.41   (feet)  ADJUSTED  
 MD1115  ___________________________________________________________________
 MD1115  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 MD1115  DYNAMIC HT  -         241.419 (meters)     792.06  (feet)  COMP
 MD1115  MODELED GRAV-     980,166.8   (mgal)                       NAVD 88
 MD1115
 MD1115  VERT ORDER  -  SECOND    CLASS 0
 MD1115
 MD1115.The horizontal coordinates were scaled from a topographic map and have
 MD1115.an estimated accuracy of +/- 6 seconds.
 MD1115
 MD1115.The orthometric height was determined by differential leveling
 MD1115.and adjusted by the National Geodetic Survey in June 1991..
 MD1115
 MD1115.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1115.See file dsdata.txt to determine how the superseded data were derived.
 MD1115
 MD1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL057437(NAD 83)
 MD1115_MARKER: DD = SURVEY DISK
 MD1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1115_STAMPING: F 2 WABSH
 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             NGS
 MD1115  HISTORY     - 1990     GOOD             USPSQD
 MD1115
 MD1115                          STATION DESCRIPTION
 MD1115
 MD1115'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0108 ***********************************************************************
 ME0108  DESIGNATION -  F 20
 ME0108  PID         -  ME0108
 ME0108  STATE/COUNTY-  IN/ST JOSEPH
 ME0108  USGS QUAD   -  SOUTH BEND WEST (1986)
 ME0108
 ME0108                         *CURRENT SURVEY CONTROL
 ME0108  ___________________________________________________________________
 ME0108* NAD 83(1986)-  41 40 08.     (N)    086 15 11.     (W)     SCALED    
 ME0108* NAVD 88     -       224.752  (meters)     737.37   (feet)  ADJUSTED  
 ME0108  ___________________________________________________________________
 ME0108  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME0108  DYNAMIC HT  -         224.665 (meters)     737.09  (feet)  COMP
 ME0108  MODELED GRAV-     980,231.2   (mgal)                       NAVD 88
 ME0108
 ME0108  VERT ORDER  -  SECOND    CLASS 0
 ME0108
 ME0108.The horizontal coordinates were scaled from a topographic map and have
 ME0108.an estimated accuracy of +/- 6 seconds.
 ME0108
 ME0108.The orthometric height was determined by differential leveling
 ME0108.and adjusted by the National Geodetic Survey in June 1991..
 ME0108
 ME0108.The geoid height was determined by GEOID03.
 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     -   713,010.       51,170.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0108.See file dsdata.txt to determine how the superseded data were derived.
 ME0108
 ME0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM621132(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0108
 ME0108  HISTORY     - Date     Condition        Report By
 ME0108  HISTORY     - 1934     MONUMENTED       CGS
 ME0108  HISTORY     - 1946     GOOD             NGS
 ME0108
 ME0108                          STATION DESCRIPTION
 ME0108
 ME0108'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1015 ***********************************************************************
 MD1015  DESIGNATION -  F 20
 MD1015  PID         -  MD1015
 MD1015  STATE/COUNTY-  IN/KOSCIUSKO
 MD1015  USGS QUAD   -  WARSAW (1994)
 MD1015
 MD1015                         *CURRENT SURVEY CONTROL
 MD1015  ___________________________________________________________________
 MD1015* NAD 83(1986)-  41 14 16.     (N)    085 49 23.     (W)     SCALED    
 MD1015* NAVD 88     -       257.882  (meters)     846.07   (feet)  ADJUSTED  
 MD1015  ___________________________________________________________________
 MD1015  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 MD1015  DYNAMIC HT  -         257.773 (meters)     845.71  (feet)  COMP
 MD1015  MODELED GRAV-     980,190.7   (mgal)                       NAVD 88
 MD1015
 MD1015  VERT ORDER  -  FIRST     CLASS I
 MD1015
 MD1015.The horizontal coordinates were scaled from a topographic map and have
 MD1015.an estimated accuracy of +/- 6 seconds.
 MD1015
 MD1015.The orthometric height was determined by differential leveling
 MD1015.and adjusted by the National Geodetic Survey in June 1991..
 MD1015
 MD1015.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1015
 MD1015  NGVD 29 (01/19/93)  258.016  (m)          846.51   (f) ADJUSTED    1 1
 MD1015
 MD1015.Superseded values are not recommended for survey control.
 MD1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1015.See file dsdata.txt to determine how the superseded data were derived.
 MD1015
 MD1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL986658(NAD 83)
 MD1015_MARKER: DD = SURVEY DISK
 MD1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1015_SP_SET: CONCRETE POST
 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             NGS
 MD1015  HISTORY     - 1983     MARK NOT FOUND   NGS
 MD1015  HISTORY     - 19921008 GOOD             NGS
 MD1015
 MD1015                          STATION DESCRIPTION
 MD1015
 MD1015'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0969 ***********************************************************************
 MD0969  DESIGNATION -  F 20 ALLEN
 MD0969  PID         -  MD0969
 MD0969  STATE/COUNTY-  IN/ALLEN
 MD0969  USGS QUAD   -  CHURUBUSCO (1965)
 MD0969
 MD0969                         *CURRENT SURVEY CONTROL
 MD0969  ___________________________________________________________________
 MD0969* NAD 83(1986)-  41 11 12.     (N)    085 17 33.     (W)     SCALED    
 MD0969* NAVD 88     -       253.398  (meters)     831.36   (feet)  ADJUSTED  
 MD0969  ___________________________________________________________________
 MD0969  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 MD0969  DYNAMIC HT  -         253.303 (meters)     831.04  (feet)  COMP
 MD0969  MODELED GRAV-     980,241.6   (mgal)                       NAVD 88
 MD0969
 MD0969  VERT ORDER  -  SECOND    CLASS 0
 MD0969
 MD0969.The horizontal coordinates were scaled from a topographic map and have
 MD0969.an estimated accuracy of +/- 6 seconds.
 MD0969
 MD0969.The orthometric height was determined by differential leveling
 MD0969.and adjusted by the National Geodetic Survey in June 1991..
 MD0969
 MD0969.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0969.See file dsdata.txt to determine how the superseded data were derived.
 MD0969
 MD0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL432608(NAD 83)
 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       CGS
 MD0969  HISTORY     - 1963     GOOD             NGS
 MD0969
 MD0969                          STATION DESCRIPTION
 MD0969
 MD0969'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0491 ***********************************************************************
 MD0491  DESIGNATION -  F 200
 MD0491  PID         -  MD0491
 MD0491  STATE/COUNTY-  IN/ALLEN
 MD0491  USGS QUAD   -  GRABILL (1992)
 MD0491
 MD0491                         *CURRENT SURVEY CONTROL
 MD0491  ___________________________________________________________________
 MD0491* NAD 83(1997)-  41 09 12.93655(N)    084 59 39.09831(W)     ADJUSTED  
 MD0491* NAVD 88     -       244.658  (meters)     802.68   (feet)  ADJUSTED  
 MD0491  ___________________________________________________________________
 MD0491  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 MD0491  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MD0491  DYNAMIC HT  -         244.560 (meters)     802.36  (feet)  COMP
 MD0491  MODELED GRAV-     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
 MD0491.and adjusted by the National Geodetic Survey in June 1991..
 MD0491.WARNING-Repeat measurements at this control monument indicate possible
 MD0491.vertical movement.
 MD0491
 MD0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0491
 MD0491.The geoid height was determined by GEOID03.
 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;                    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                          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
 MD0491.Superseded values are not recommended for survey control.
 MD0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0491.See file dsdata.txt to determine how the superseded data were derived.
 MD0491
 MD0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6830457747(NAD 83)
 MD0491_MARKER: DB = BENCH MARK DISK
 MD0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0491_STAMPING: F 200 1946
 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             NGS
 MD0491  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MD0491  HISTORY     - 1963     GOOD             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  6, 2006
 MD0485 ***********************************************************************
 MD0485  DESIGNATION -  F 201
 MD0485  PID         -  MD0485
 MD0485  STATE/COUNTY-  IN/ALLEN
 MD0485  USGS QUAD   -  HICKSVILLE (1979)
 MD0485
 MD0485                         *CURRENT SURVEY CONTROL
 MD0485  ___________________________________________________________________
 MD0485* NAD 83(1986)-  41 15 18.     (N)    084 52 02.     (W)     SCALED    
 MD0485* NAVD 88     -       243.290  (meters)     798.19   (feet)  ADJUSTED  
 MD0485  ___________________________________________________________________
 MD0485  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MD0485  DYNAMIC HT  -         243.193 (meters)     797.88  (feet)  COMP
 MD0485  MODELED GRAV-     980,219.7   (mgal)                       NAVD 88
 MD0485
 MD0485  VERT ORDER  -  SECOND    CLASS 0
 MD0485
 MD0485.The horizontal coordinates were scaled from a topographic map and have
 MD0485.an estimated accuracy of +/- 6 seconds.
 MD0485
 MD0485.The orthometric height was determined by differential leveling
 MD0485.and adjusted by the National Geodetic Survey in June 1991..
 MD0485
 MD0485.The geoid height was determined by GEOID03.
 MD0485
 MD0485.The dynamic height is computed by dividing the NAVD 88
 MD0485.geopotential number by the normal gravity value computed on the
 MD0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0485.degrees latitude (g = 980.6199 gals.).
 MD0485
 MD0485.The modeled gravity was interpolated from observed gravity values.
 MD0485
 MD0485;                    North         East    Units  Estimated Accuracy
 MD0485;SPC IN E     -   667,190.      167,000.      MT  (+/- 180 meters Scaled)
 MD0485
 MD0485                          SUPERSEDED SURVEY CONTROL
 MD0485
 MD0485  NGVD 29 (??/??/92)  243.440  (m)          798.69   (f) ADJ UNCH    2 0
 MD0485
 MD0485.Superseded values are not recommended for survey control.
 MD0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0485.See file dsdata.txt to determine how the superseded data were derived.
 MD0485
 MD0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL786692(NAD 83)
 MD0485_MARKER: DB = BENCH MARK DISK
 MD0485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0485_SP_SET: BRIDGE
 MD0485_STAMPING: F 201 1946
 MD0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0485
 MD0485  HISTORY     - Date     Condition        Report By
 MD0485  HISTORY     - 1946     MONUMENTED       CGS
 MD0485  HISTORY     - 1962     GOOD             NGS
 MD0485
 MD0485                          STATION DESCRIPTION
 MD0485
 MD0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 MD0485'5.5 MI NE FROM HARLAN.
 MD0485'ABOUT 3.9 MILES NE ALONG NO. 37 INDIANA HIGHWAY FROM ITS OBLIQUE
 MD0485'INTERSECTION WITH ANTWERP ROAD IN CENTER OF HARLAN, THENCE 1.5
 MD0485'MILES N ALONG NO. 101 INDIANA HWY. TO CROSSING WITH CAMPBELL
 MD0485'ROAD, 269 FEET W OF CENTER LINE OF HWY., 13.9 FEET S OF CENTER
 MD0485'LINE OF THE GRAVEL ROAD, 0.4 FOOT LOWER THAN SAME, IN THE TOP
 MD0485'OF THE NW END OF THE SE WINGWALL OF AN 18-FOOT CONCRETE BRIDGE,
 MD0485'0.4 FOOT S OF S SIDE OF THE CONCRETE BANISTER WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0797 ***********************************************************************
 LA0797  DESIGNATION -  F 202
 LA0797  PID         -  LA0797
 LA0797  STATE/COUNTY-  IN/WELLS
 LA0797  USGS QUAD   -  OSSIAN (1981)
 LA0797
 LA0797                         *CURRENT SURVEY CONTROL
 LA0797  ___________________________________________________________________
 LA0797* NAD 83(1986)-  40 53 36.     (N)    085 10 00.     (W)     SCALED    
 LA0797* NAVD 88     -       250.640  (meters)     822.31   (feet)  ADJUSTED  
 LA0797  ___________________________________________________________________
 LA0797  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 LA0797  DYNAMIC HT  -         250.528 (meters)     821.94  (feet)  COMP
 LA0797  MODELED GRAV-     980,168.2   (mgal)                       NAVD 88
 LA0797
 LA0797  VERT ORDER  -  SECOND    CLASS 0
 LA0797
 LA0797.The horizontal coordinates were scaled from a topographic map and have
 LA0797.an estimated accuracy of +/- 6 seconds.
 LA0797
 LA0797.The orthometric height was determined by differential leveling
 LA0797.and adjusted by the National Geodetic Survey in June 1991..
 LA0797
 LA0797.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0797.See file dsdata.txt to determine how the superseded data were derived.
 LA0797
 LA0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL544285(NAD 83)
 LA0797_MARKER: DB = BENCH MARK DISK
 LA0797_SETTING: 0 = UNSPECIFIED SETTING
 LA0797_STAMPING: F 202 1946
 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             NGS
 LA0797
 LA0797                          STATION DESCRIPTION
 LA0797
 LA0797'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1509 ***********************************************************************
 LA1509  DESIGNATION -  F 203
 LA1509  PID         -  LA1509
 LA1509  STATE/COUNTY-  IN/GRANT
 LA1509  USGS QUAD   -  GAS CITY (1994)
 LA1509
 LA1509                         *CURRENT SURVEY CONTROL
 LA1509  ___________________________________________________________________
 LA1509* NAD 83(1986)-  40 29 41.     (N)    085 30 09.     (W)     SCALED    
 LA1509* NAVD 88     -       266.613  (meters)     874.71   (feet)  ADJUSTED  
 LA1509  ___________________________________________________________________
 LA1509  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 LA1509  DYNAMIC HT  -         266.477 (meters)     874.27  (feet)  COMP
 LA1509  MODELED GRAV-     980,109.8   (mgal)                       NAVD 88
 LA1509
 LA1509  VERT ORDER  -  SECOND    CLASS 0
 LA1509
 LA1509.The horizontal coordinates were scaled from a topographic map and have
 LA1509.an estimated accuracy of +/- 6 seconds.
 LA1509
 LA1509.The orthometric height was determined by differential leveling
 LA1509.and adjusted by the National Geodetic Survey in June 1991..
 LA1509
 LA1509.The geoid height was determined by GEOID03.
 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     -   582,460.      113,920.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1509.See file dsdata.txt to determine how the superseded data were derived.
 LA1509
 LA1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK269837(NAD 83)
 LA1509_MARKER: DB = BENCH MARK DISK
 LA1509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1509_SP_SET: CULVERT
 LA1509_STAMPING: F 203 1946
 LA1509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1726 ***********************************************************************
 LA1726  DESIGNATION -  F 204
 LA1726  PID         -  LA1726
 LA1726  STATE/COUNTY-  IN/GRANT
 LA1726  USGS QUAD   -  MARION (1992)
 LA1726
 LA1726                         *CURRENT SURVEY CONTROL
 LA1726  ___________________________________________________________________
 LA1726* NAD 83(1986)-  40 35 34.     (N)    085 39 07.     (W)     SCALED    
 LA1726* NAVD 88     -       244.913  (meters)     803.52   (feet)  ADJUSTED  
 LA1726  ___________________________________________________________________
 LA1726  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 LA1726  DYNAMIC HT  -         244.790 (meters)     803.12  (feet)  COMP
 LA1726  MODELED GRAV-     980,115.2   (mgal)                       NAVD 88
 LA1726
 LA1726  VERT ORDER  -  SECOND    CLASS 0
 LA1726
 LA1726.The horizontal coordinates were scaled from a topographic map and have
 LA1726.an estimated accuracy of +/- 6 seconds.
 LA1726
 LA1726.The orthometric height was determined by differential leveling
 LA1726.and adjusted by the National Geodetic Survey in June 1991..
 LA1726
 LA1726.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1726.See file dsdata.txt to determine how the superseded data were derived.
 LA1726
 LA1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK140944(NAD 83)
 LA1726_MARKER: DB = BENCH MARK DISK
 LA1726_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1726_SP_SET: ABUTMENT
 LA1726_STAMPING: F 204 1946
 LA1726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1726
 LA1726  HISTORY     - Date     Condition        Report By
 LA1726  HISTORY     - 1946     MONUMENTED       CGS
 LA1726  HISTORY     - 1962     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1962
 LA1726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1397 ***********************************************************************
 LA1397  DESIGNATION -  F 205
 LA1397  PID         -  LA1397
 LA1397  STATE/COUNTY-  IN/TIPTON
 LA1397  USGS QUAD   -  OMEGA (1994)
 LA1397
 LA1397                         *CURRENT SURVEY CONTROL
 LA1397  ___________________________________________________________________
 LA1397* NAD 83(1986)-  40 14 11.     (N)    085 58 34.     (W)     SCALED    
 LA1397* NAVD 88     -       261.911  (meters)     859.29   (feet)  ADJUSTED  
 LA1397  ___________________________________________________________________
 LA1397  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 LA1397  DYNAMIC HT  -         261.771 (meters)     858.83  (feet)  COMP
 LA1397  MODELED GRAV-     980,083.5   (mgal)                       NAVD 88
 LA1397
 LA1397  VERT ORDER  -  SECOND    CLASS 0
 LA1397
 LA1397.The horizontal coordinates were scaled from a topographic map and have
 LA1397.an estimated accuracy of +/- 6 seconds.
 LA1397
 LA1397.The orthometric height was determined by differential leveling
 LA1397.and adjusted by the National Geodetic Survey in June 1991..
 LA1397
 LA1397.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1397.See file dsdata.txt to determine how the superseded data were derived.
 LA1397
 LA1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK870544(NAD 83)
 LA1397_MARKER: DB = BENCH MARK DISK
 LA1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1397_STAMPING: F 205 1946
 LA1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1397+STABILITY: SURFACE MOTION
 LA1397
 LA1397  HISTORY     - Date     Condition        Report By
 LA1397  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0463 ***********************************************************************
 LB0463  DESIGNATION -  F 208
 LB0463  PID         -  LB0463
 LB0463  STATE/COUNTY-  IN/TIPTON
 LB0463  USGS QUAD   -  KOKOMO WEST (1992)
 LB0463
 LB0463                         *CURRENT SURVEY CONTROL
 LB0463  ___________________________________________________________________
 LB0463* NAD 83(1986)-  40 22 58.     (N)    086 08 46.     (W)     SCALED    
 LB0463* NAVD 88     -       271.555  (meters)     890.93   (feet)  ADJUSTED  
 LB0463  ___________________________________________________________________
 LB0463  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LB0463  DYNAMIC HT  -         271.411 (meters)     890.45  (feet)  COMP
 LB0463  MODELED GRAV-     980,086.5   (mgal)                       NAVD 88
 LB0463
 LB0463  VERT ORDER  -  SECOND    CLASS 0
 LB0463
 LB0463.The horizontal coordinates were scaled from a topographic map and have
 LB0463.an estimated accuracy of +/- 6 seconds.
 LB0463
 LB0463.The orthometric height was determined by differential leveling
 LB0463.and adjusted by the National Geodetic Survey in June 1991..
 LB0463
 LB0463.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0463.See file dsdata.txt to determine how the superseded data were derived.
 LB0463
 LB0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK724705(NAD 83)
 LB0463_MARKER: DB = BENCH MARK DISK
 LB0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0463_STAMPING: F 208 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1959
 LB0463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1437 ***********************************************************************
 LA1437  DESIGNATION -  F 209
 LA1437  PID         -  LA1437
 LA1437  STATE/COUNTY-  IN/MADISON
 LA1437  USGS QUAD   -  LAPEL (1994)
 LA1437
 LA1437                         *CURRENT SURVEY CONTROL
 LA1437  ___________________________________________________________________
 LA1437* NAD 83(1986)-  40 04 35.     (N)    085 49 47.     (W)     SCALED    
 LA1437* NAVD 88     -       263.026  (meters)     862.94   (feet)  ADJUSTED  
 LA1437  ___________________________________________________________________
 LA1437  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 LA1437  DYNAMIC HT  -         262.883 (meters)     862.48  (feet)  COMP
 LA1437  MODELED GRAV-     980,076.8   (mgal)                       NAVD 88
 LA1437
 LA1437  VERT ORDER  -  SECOND    CLASS 0
 LA1437
 LA1437.The horizontal coordinates were scaled from a topographic map and have
 LA1437.an estimated accuracy of +/- 6 seconds.
 LA1437
 LA1437.The orthometric height was determined by differential leveling
 LA1437.and adjusted by the National Geodetic Survey in June 1991..
 LA1437
 LA1437.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1437.See file dsdata.txt to determine how the superseded data were derived.
 LA1437
 LA1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK997368(NAD 83)
 LA1437_MARKER: DB = BENCH MARK DISK
 LA1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1437_STAMPING: F 209 1946
 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 = OCTOBER  6, 2006
 MD0750 ***********************************************************************
 MD0750  DESIGNATION -  F 21
 MD0750  PID         -  MD0750
 MD0750  STATE/COUNTY-  IN/NOBLE
 MD0750  USGS QUAD   -  KENDALLVILLE (1979)
 MD0750
 MD0750                         *CURRENT SURVEY CONTROL
 MD0750  ___________________________________________________________________
 MD0750* NAD 83(1986)-  41 26 53.     (N)    085 19 39.     (W)     SCALED    
 MD0750* NAVD 88     -       299.376  (meters)     982.20   (feet)  ADJUSTED  
 MD0750  ___________________________________________________________________
 MD0750  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MD0750  DYNAMIC HT  -         299.256 (meters)     981.81  (feet)  COMP
 MD0750  MODELED GRAV-     980,213.4   (mgal)                       NAVD 88
 MD0750
 MD0750  VERT ORDER  -  SECOND    CLASS 0
 MD0750
 MD0750.The horizontal coordinates were scaled from a topographic map and have
 MD0750.an estimated accuracy of +/- 6 seconds.
 MD0750
 MD0750.The orthometric height was determined by differential leveling
 MD0750.and adjusted by the National Geodetic Survey in June 1991..
 MD0750
 MD0750.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0750.See file dsdata.txt to determine how the superseded data were derived.
 MD0750
 MD0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL397898(NAD 83)
 MD0750_MARKER: DB = BENCH MARK DISK
 MD0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0750_STAMPING: F 21 1934
 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             NGS
 MD0750  HISTORY     - 1973     POOR             NGS
 MD0750
 MD0750                          STATION DESCRIPTION
 MD0750
 MD0750'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0486 ***********************************************************************
 LB0486  DESIGNATION -  F 210
 LB0486  PID         -  LB0486
 LB0486  STATE/COUNTY-  IN/HAMILTON
 LB0486  USGS QUAD   -  SHERIDAN (1992)
 LB0486
 LB0486                         *CURRENT SURVEY CONTROL
 LB0486  ___________________________________________________________________
 LB0486* NAD 83(1986)-  40 11 05.     (N)    086 14 31.     (W)     SCALED    
 LB0486* NAVD 88     -       283.085  (meters)     928.75   (feet)  ADJUSTED  
 LB0486  ___________________________________________________________________
 LB0486  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 LB0486  DYNAMIC HT  -         282.929 (meters)     928.24  (feet)  COMP
 LB0486  MODELED GRAV-     980,066.1   (mgal)                       NAVD 88
 LB0486
 LB0486  VERT ORDER  -  SECOND    CLASS 0
 LB0486
 LB0486.The horizontal coordinates were scaled from a topographic map and have
 LB0486.an estimated accuracy of +/- 6 seconds.
 LB0486
 LB0486.The orthometric height was determined by differential leveling
 LB0486.and adjusted by the National Geodetic Survey in June 1991..
 LB0486
 LB0486.The geoid height was determined by GEOID03.
 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     -   548,190.       51,010.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0486.See file dsdata.txt to determine how the superseded data were derived.
 LB0486
 LB0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK645485(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0486
 LB0486  HISTORY     - Date     Condition        Report By
 LB0486  HISTORY     - 1946     MONUMENTED       CGS
 LB0486  HISTORY     - 1961     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1961
 LB0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0420 ***********************************************************************
 LB0420  DESIGNATION -  F 211
 LB0420  PID         -  LB0420
 LB0420  STATE/COUNTY-  IN/HOWARD
 LB0420  USGS QUAD   -  KOKOMO EAST (1994)
 LB0420
 LB0420                         *CURRENT SURVEY CONTROL
 LB0420  ___________________________________________________________________
 LB0420* NAD 83(1986)-  40 29 56.     (N)    086 03 02.     (W)     SCALED    
 LB0420* NAVD 88     -       250.851  (meters)     823.00   (feet)  ADJUSTED  
 LB0420  ___________________________________________________________________
 LB0420  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 LB0420  DYNAMIC HT  -         250.721 (meters)     822.57  (feet)  COMP
 LB0420  MODELED GRAV-     980,103.9   (mgal)                       NAVD 88
 LB0420
 LB0420  VERT ORDER  -  SECOND    CLASS 0
 LB0420
 LB0420.The horizontal coordinates were scaled from a topographic map and have
 LB0420.an estimated accuracy of +/- 6 seconds.
 LB0420
 LB0420.The orthometric height was determined by differential leveling
 LB0420.and adjusted by the National Geodetic Survey in June 1991..
 LB0420
 LB0420.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0420.See file dsdata.txt to determine how the superseded data were derived.
 LB0420
 LB0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK804835(NAD 83)
 LB0420_MARKER: DB = BENCH MARK DISK
 LB0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0420_STAMPING: F 211 1946
 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 = OCTOBER  6, 2006
 LB0564 ***********************************************************************
 LB0564  DESIGNATION -  F 212 RESET 1953
 LB0564  PID         -  LB0564
 LB0564  STATE/COUNTY-  IN/HAMILTON
 LB0564  USGS QUAD   -  NOBLESVILLE (1992)
 LB0564
 LB0564                         *CURRENT SURVEY CONTROL
 LB0564  ___________________________________________________________________
 LB0564* NAD 83(1986)-  40 03 26.     (N)    086 01 00.     (W)     SCALED    
 LB0564* NAVD 88     -       232.18   (meters)     761.7    (feet)  RESET     
 LB0564  ___________________________________________________________________
 LB0564  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 LB0564
 LB0564  VERT ORDER  -  THIRD
 LB0564
 LB0564.The horizontal coordinates were scaled from a topographic map and have
 LB0564.an estimated accuracy of +/- 6 seconds.
 LB0564
 LB0564.The orthometric height was computed from unverified reset data.
 LB0564
 LB0564.The geoid height was determined by GEOID03.
 LB0564
 LB0564;                    North         East    Units  Estimated Accuracy
 LB0564;SPC IN E     -   533,930.       70,140.      MT  (+/- 180 meters Scaled)
 LB0564
 LB0564                          SUPERSEDED SURVEY CONTROL
 LB0564
 LB0564.No superseded survey control is available for this station.
 LB0564
 LB0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK838345(NAD 83)
 LB0564_MARKER: DB = BENCH MARK DISK
 LB0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0564_STAMPING: F 212 RESET 1953
 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             NGS
 LB0564  HISTORY     - 20010523 GOOD             MAJENG
 LB0564
 LB0564                          STATION DESCRIPTION
 LB0564
 LB0564'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0975 ***********************************************************************
 LA0975  DESIGNATION -  F 213
 LA0975  PID         -  LA0975
 LA0975  STATE/COUNTY-  IN/HUNTINGTON
 LA0975  USGS QUAD   -  WARREN (1994)
 LA0975
 LA0975                         *CURRENT SURVEY CONTROL
 LA0975  ___________________________________________________________________
 LA0975* NAD 83(1997)-  40 44 21.62372(N)    085 26 36.98917(W)     ADJUSTED  
 LA0975* NAVD 88     -       258.953  (meters)     849.58   (feet)  ADJUSTED  
 LA0975  ___________________________________________________________________
 LA0975  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 LA0975  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 LA0975  DYNAMIC HT  -         258.827 (meters)     849.17  (feet)  COMP
 LA0975  MODELED GRAV-     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
 LA0975.and adjusted by the National Geodetic Survey in June 1991..
 LA0975
 LA0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA0975
 LA0975.The geoid height was determined by GEOID03.
 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;                    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  =   0.99977729
 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
 LA0975.Superseded values are not recommended for survey control.
 LA0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0975.See file dsdata.txt to determine how the superseded data were derived.
 LA0975
 LA0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3141210987(NAD 83)
 LA0975_MARKER: DB = BENCH MARK DISK
 LA0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0975_STAMPING: F 213 1947
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1965
 LA0975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0907 ***********************************************************************
 LA0907  DESIGNATION -  F 214
 LA0907  PID         -  LA0907
 LA0907  STATE/COUNTY-  IN/HUNTINGTON
 LA0907  USGS QUAD   -  LIBERTY CENTER (1962)
 LA0907
 LA0907                         *CURRENT SURVEY CONTROL
 LA0907  ___________________________________________________________________
 LA0907* NAD 83(1986)-  40 43 36.     (N)    085 22 24.     (W)     SCALED    
 LA0907* NAVD 88     -       260.088  (meters)     853.31   (feet)  ADJUSTED  
 LA0907  ___________________________________________________________________
 LA0907  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 LA0907  DYNAMIC HT  -         259.961 (meters)     852.89  (feet)  COMP
 LA0907  MODELED GRAV-     980,129.9   (mgal)                       NAVD 88
 LA0907
 LA0907  VERT ORDER  -  SECOND    CLASS 0
 LA0907
 LA0907.The horizontal coordinates were scaled from a topographic map and have
 LA0907.an estimated accuracy of +/- 6 seconds.
 LA0907
 LA0907.The orthometric height was determined by differential leveling
 LA0907.and adjusted by the National Geodetic Survey in June 1991..
 LA0907
 LA0907.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0907.See file dsdata.txt to determine how the superseded data were derived.
 LA0907
 LA0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL373096(NAD 83)
 LA0907_MARKER: DB = BENCH MARK DISK
 LA0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0907_STAMPING: F 214 1947
 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 = OCTOBER  6, 2006
 LA0960 ***********************************************************************
 LA0960  DESIGNATION -  F 216
 LA0960  PID         -  LA0960
 LA0960  STATE/COUNTY-  IN/WELLS
 LA0960  USGS QUAD   -  LIBERTY CENTER (1962)
 LA0960
 LA0960                         *CURRENT SURVEY CONTROL
 LA0960  ___________________________________________________________________
 LA0960* NAD 83(1986)-  40 39 16.     (N)    085 21 10.     (W)     SCALED    
 LA0960* NAVD 88     -       261.445  (meters)     857.76   (feet)  ADJUSTED  
 LA0960  ___________________________________________________________________
 LA0960  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 LA0960  DYNAMIC HT  -         261.315 (meters)     857.33  (feet)  COMP
 LA0960  MODELED GRAV-     980,121.1   (mgal)                       NAVD 88
 LA0960
 LA0960  VERT ORDER  -  SECOND    CLASS 0
 LA0960
 LA0960.The horizontal coordinates were scaled from a topographic map and have
 LA0960.an estimated accuracy of +/- 6 seconds.
 LA0960
 LA0960.The orthometric height was determined by differential leveling
 LA0960.and adjusted by the National Geodetic Survey in June 1991..
 LA0960
 LA0960.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0960.See file dsdata.txt to determine how the superseded data were derived.
 LA0960
 LA0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL392017(NAD 83)
 LA0960_MARKER: DB = BENCH MARK DISK
 LA0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0960_STAMPING: F-216-1947
 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             NGS
 LA0960
 LA0960                          STATION DESCRIPTION
 LA0960
 LA0960'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1501 ***********************************************************************
 LA1501  DESIGNATION -  F 217
 LA1501  PID         -  LA1501
 LA1501  STATE/COUNTY-  IN/GRANT
 LA1501  USGS QUAD   -  GAS CITY (1994)
 LA1501
 LA1501                         *CURRENT SURVEY CONTROL
 LA1501  ___________________________________________________________________
 LA1501* NAD 83(1986)-  40 23 22.     (N)    085 31 52.     (W)     SCALED    
 LA1501* NAVD 88     -       268.065  (meters)     879.48   (feet)  ADJUSTED  
 LA1501  ___________________________________________________________________
 LA1501  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 LA1501  DYNAMIC HT  -         267.928 (meters)     879.03  (feet)  COMP
 LA1501  MODELED GRAV-     980,105.0   (mgal)                       NAVD 88
 LA1501
 LA1501  VERT ORDER  -  SECOND    CLASS 0
 LA1501
 LA1501.The horizontal coordinates were scaled from a topographic map and have
 LA1501.an estimated accuracy of +/- 6 seconds.
 LA1501
 LA1501.The orthometric height was determined by differential leveling
 LA1501.and adjusted by the National Geodetic Survey in June 1991..
 LA1501
 LA1501.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1501.See file dsdata.txt to determine how the superseded data were derived.
 LA1501
 LA1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK246720(NAD 83)
 LA1501_MARKER: DB = BENCH MARK DISK
 LA1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1501_STAMPING: F 217 1947
 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 = OCTOBER  6, 2006
 LA1270 ***********************************************************************
 LA1270  DESIGNATION -  F 218
 LA1270  PID         -  LA1270
 LA1270  STATE/COUNTY-  IN/DELAWARE
 LA1270  USGS QUAD   -  WHEELING (1994)
 LA1270
 LA1270                         *CURRENT SURVEY CONTROL
 LA1270  ___________________________________________________________________
 LA1270* NAD 83(1986)-  40 16 37.     (N)    085 27 10.     (W)     SCALED    
 LA1270* NAVD 88     -       277.547  (meters)     910.59   (feet)  ADJUSTED  
 LA1270  ___________________________________________________________________
 LA1270  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 LA1270  DYNAMIC HT  -         277.402 (meters)     910.11  (feet)  COMP
 LA1270  MODELED GRAV-     980,096.4   (mgal)                       NAVD 88
 LA1270
 LA1270  VERT ORDER  -  SECOND    CLASS 0
 LA1270
 LA1270.The horizontal coordinates were scaled from a topographic map and have
 LA1270.an estimated accuracy of +/- 6 seconds.
 LA1270
 LA1270.The orthometric height was determined by differential leveling
 LA1270.and adjusted by the National Geodetic Survey in June 1991..
 LA1270
 LA1270.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1270.See file dsdata.txt to determine how the superseded data were derived.
 LA1270
 LA1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK315596(NAD 83)
 LA1270_MARKER: DB = BENCH MARK DISK
 LA1270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1270_SP_SET: CULVERT
 LA1270_STAMPING: F 218 1947
 LA1270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1270
 LA1270  HISTORY     - Date     Condition        Report By
 LA1270  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1222 ***********************************************************************
 LA1222  DESIGNATION -  F 219
 LA1222  PID         -  LA1222
 LA1222  STATE/COUNTY-  IN/DELAWARE
 LA1222  USGS QUAD   -  MUNCIE WEST (1992)
 LA1222
 LA1222                         *CURRENT SURVEY CONTROL
 LA1222  ___________________________________________________________________
 LA1222* NAD 83(1986)-  40 14 00.     (N)    085 23 46.     (W)     SCALED    
 LA1222* NAVD 88     -       284.774  (meters)     934.30   (feet)  ADJUSTED  
 LA1222  ___________________________________________________________________
 LA1222  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 LA1222  DYNAMIC HT  -         284.624 (meters)     933.80  (feet)  COMP
 LA1222  MODELED GRAV-     980,090.5   (mgal)                       NAVD 88
 LA1222
 LA1222  VERT ORDER  -  SECOND    CLASS 0
 LA1222
 LA1222.The horizontal coordinates were scaled from a topographic map and have
 LA1222.an estimated accuracy of +/- 6 seconds.
 LA1222
 LA1222.The orthometric height was determined by differential leveling
 LA1222.and adjusted by the National Geodetic Survey in June 1991..
 LA1222
 LA1222.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1222.See file dsdata.txt to determine how the superseded data were derived.
 LA1222
 LA1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK364548(NAD 83)
 LA1222_MARKER: DB = BENCH MARK DISK
 LA1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1222_STAMPING: F 219 1947
 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             NGS
 LA1222  HISTORY     - 1970     GOOD             NGS
 LA1222
 LA1222                          STATION DESCRIPTION
 LA1222
 LA1222'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0617 ***********************************************************************
 MD0617  DESIGNATION -  F 22
 MD0617  PID         -  MD0617
 MD0617  STATE/COUNTY-  IN/STEUBEN
 MD0617  USGS QUAD   -  ASHLEY (1993)
 MD0617
 MD0617                         *CURRENT SURVEY CONTROL
 MD0617  ___________________________________________________________________
 MD0617* NAD 83(1986)-  41 31 57.     (N)    085 01 16.     (W)     SCALED    
 MD0617* NAVD 88     -       301.964  (meters)     990.69   (feet)  ADJUSTED  
 MD0617  ___________________________________________________________________
 MD0617  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 MD0617  DYNAMIC HT  -         301.848 (meters)     990.31  (feet)  COMP
 MD0617  MODELED GRAV-     980,233.0   (mgal)                       NAVD 88
 MD0617
 MD0617  VERT ORDER  -  SECOND    CLASS 0
 MD0617
 MD0617.The horizontal coordinates were scaled from a topographic map and have
 MD0617.an estimated accuracy of +/- 6 seconds.
 MD0617
 MD0617.The orthometric height was determined by differential leveling
 MD0617.and adjusted by the National Geodetic Survey in June 1991..
 MD0617
 MD0617.The geoid height was determined by GEOID03.
 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     -   697,900.      153,870.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0617.See file dsdata.txt to determine how the superseded data were derived.
 MD0617
 MD0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL650997(NAD 83)
 MD0617_MARKER: DB = BENCH MARK DISK
 MD0617_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0617_SP_SET: SEMAPHORE FOOTING
 MD0617_STAMPING: F 22 1934
 MD0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0617
 MD0617  HISTORY     - Date     Condition        Report By
 MD0617  HISTORY     - 1934     MONUMENTED       CGS
 MD0617  HISTORY     - 1960     GOOD             NGS
 MD0617  HISTORY     - 1965     GOOD             INHD
 MD0617
 MD0617                          STATION DESCRIPTION
 MD0617
 MD0617'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1245 ***********************************************************************
 LA1245  DESIGNATION -  F 220
 LA1245  PID         -  LA1245
 LA1245  STATE/COUNTY-  IN/BLACKFORD
 LA1245  USGS QUAD   -  HARTFORD CITY EAST (1994)
 LA1245
 LA1245                         *CURRENT SURVEY CONTROL
 LA1245  ___________________________________________________________________
 LA1245* NAD 83(1986)-  40 26 05.     (N)    085 16 36.     (W)     SCALED    
 LA1245* NAVD 88     -       279.731  (meters)     917.75   (feet)  ADJUSTED  
 LA1245  ___________________________________________________________________
 LA1245  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 LA1245  DYNAMIC HT  -         279.589 (meters)     917.28  (feet)  COMP
 LA1245  MODELED GRAV-     980,107.9   (mgal)                       NAVD 88
 LA1245
 LA1245  VERT ORDER  -  SECOND    CLASS 0
 LA1245
 LA1245.The horizontal coordinates were scaled from a topographic map and have
 LA1245.an estimated accuracy of +/- 6 seconds.
 LA1245
 LA1245.The orthometric height was determined by differential leveling
 LA1245.and adjusted by the National Geodetic Survey in June 1991..
 LA1245
 LA1245.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1245.See file dsdata.txt to determine how the superseded data were derived.
 LA1245
 LA1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK461774(NAD 83)
 LA1245_MARKER: DB = BENCH MARK DISK
 LA1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1245_STAMPING: F 220 1947
 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 = OCTOBER  6, 2006
 LA0850 ***********************************************************************
 LA0850  DESIGNATION -  F 222
 LA0850  PID         -  LA0850
 LA0850  STATE/COUNTY-  IN/ALLEN
 LA0850  USGS QUAD   -  OSSIAN (1981)
 LA0850
 LA0850                         *CURRENT SURVEY CONTROL
 LA0850  ___________________________________________________________________
 LA0850* NAD 83(1986)-  40 55 54.     (N)    085 08 19.     (W)     SCALED    
 LA0850* NAVD 88     -       246.359  (meters)     808.26   (feet)  ADJUSTED  
 LA0850  ___________________________________________________________________
 LA0850  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 LA0850  DYNAMIC HT  -         246.251 (meters)     807.91  (feet)  COMP
 LA0850  MODELED GRAV-     980,181.3   (mgal)                       NAVD 88
 LA0850
 LA0850  VERT ORDER  -  SECOND    CLASS 0
 LA0850
 LA0850.The horizontal coordinates were scaled from a topographic map and have
 LA0850.an estimated accuracy of +/- 6 seconds.
 LA0850
 LA0850.The orthometric height was determined by differential leveling
 LA0850.and adjusted by the National Geodetic Survey in June 1991..
 LA0850
 LA0850.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0850.See file dsdata.txt to determine how the superseded data were derived.
 LA0850
 LA0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL567328(NAD 83)
 LA0850_MARKER: DB = BENCH MARK DISK
 LA0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0850_STAMPING: F-222-1947
 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             NGS
 LA0850
 LA0850                          STATION DESCRIPTION
 LA0850
 LA0850'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0717 ***********************************************************************
 LA0717  DESIGNATION -  F 223
 LA0717  PID         -  LA0717
 LA0717  STATE/COUNTY-  IN/ALLEN
 LA0717  USGS QUAD   -  HOAGLAND (1994)
 LA0717
 LA0717                         *CURRENT SURVEY CONTROL
 LA0717  ___________________________________________________________________
 LA0717* NAD 83(1986)-  40 58 50.     (N)    084 52 56.     (W)     SCALED    
 LA0717* NAVD 88     -       241.317  (meters)     791.72   (feet)  ADJUSTED  
 LA0717  ___________________________________________________________________
 LA0717  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 LA0717  DYNAMIC HT  -         241.216 (meters)     791.39  (feet)  COMP
 LA0717  MODELED GRAV-     980,200.9   (mgal)                       NAVD 88
 LA0717
 LA0717  VERT ORDER  -  SECOND    CLASS 0
 LA0717
 LA0717.The horizontal coordinates were scaled from a topographic map and have
 LA0717.an estimated accuracy of +/- 6 seconds.
 LA0717
 LA0717.The orthometric height was determined by differential leveling
 LA0717.and adjusted by the National Geodetic Survey in June 1991..
 LA0717
 LA0717.The geoid height was determined by GEOID03.
 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.      166,020.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0717.See file dsdata.txt to determine how the superseded data were derived.
 LA0717
 LA0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL781387(NAD 83)
 LA0717_MARKER: DB = BENCH MARK DISK
 LA0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0717_STAMPING: F 223 1947
 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 = OCTOBER  6, 2006
 LA0840 ***********************************************************************
 LA0840  DESIGNATION -  F 224
 LA0840  PID         -  LA0840
 LA0840  STATE/COUNTY-  IN/WELLS
 LA0840  USGS QUAD   -  BLUFFTON (1988)
 LA0840
 LA0840                         *CURRENT SURVEY CONTROL
 LA0840  ___________________________________________________________________
 LA0840* NAD 83(1986)-  40 44 33.     (N)    085 09 22.     (W)     SCALED    
 LA0840* NAVD 88     -       248.243  (meters)     814.44   (feet)  ADJUSTED  
 LA0840  ___________________________________________________________________
 LA0840  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 LA0840  DYNAMIC HT  -         248.125 (meters)     814.06  (feet)  COMP
 LA0840  MODELED GRAV-     980,143.0   (mgal)                       NAVD 88
 LA0840
 LA0840  VERT ORDER  -  SECOND    CLASS 0
 LA0840
 LA0840.The horizontal coordinates were scaled from a topographic map and have
 LA0840.an estimated accuracy of +/- 6 seconds.
 LA0840
 LA0840.The orthometric height was determined by differential leveling
 LA0840.and adjusted by the National Geodetic Survey in June 1991..
 LA0840
 LA0840.The geoid height was determined by GEOID03.
 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     -   610,090.      143,120.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0840.See file dsdata.txt to determine how the superseded data were derived.
 LA0840
 LA0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL556118(NAD 83)
 LA0840_MARKER: DB = BENCH MARK DISK
 LA0840_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0840_SP_SET: ABUTMENT
 LA0840_STAMPING: F 224 1947
 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 = OCTOBER  6, 2006
 LA0834 ***********************************************************************
 LA0834  DESIGNATION -  F 225
 LA0834  PID         -  LA0834
 LA0834  STATE/COUNTY-  IN/WELLS
 LA0834  USGS QUAD   -  LINN GROVE (1994)
 LA0834
 LA0834                         *CURRENT SURVEY CONTROL
 LA0834  ___________________________________________________________________
 LA0834* NAD 83(1986)-  40 39 19.     (N)    085 06 27.     (W)     SCALED    
 LA0834* NAVD 88     -       253.892  (meters)     832.98   (feet)  ADJUSTED  
 LA0834  ___________________________________________________________________
 LA0834  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 LA0834  DYNAMIC HT  -         253.769 (meters)     832.57  (feet)  COMP
 LA0834  MODELED GRAV-     980,134.6   (mgal)                       NAVD 88
 LA0834
 LA0834  VERT ORDER  -  SECOND    CLASS 0
 LA0834
 LA0834.The horizontal coordinates were scaled from a topographic map and have
 LA0834.an estimated accuracy of +/- 6 seconds.
 LA0834
 LA0834.The orthometric height was determined by differential leveling
 LA0834.and adjusted by the National Geodetic Survey in June 1991..
 LA0834
 LA0834.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0834.See file dsdata.txt to determine how the superseded data were derived.
 LA0834
 LA0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL599022(NAD 83)
 LA0834_MARKER: DB = BENCH MARK DISK
 LA0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0834_STAMPING: F-225-1947
 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             NGS
 LA0834
 LA0834                          STATION DESCRIPTION
 LA0834
 LA0834'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0646 ***********************************************************************
 LA0646  DESIGNATION -  F 226
 LA0646  PID         -  LA0646
 LA0646  STATE/COUNTY-  IN/JAY
 LA0646  USGS QUAD   -  GENEVA (1994)
 LA0646
 LA0646                         *CURRENT SURVEY CONTROL
 LA0646  ___________________________________________________________________
 LA0646* NAD 83(1986)-  40 33 20.     (N)    084 57 40.     (W)     SCALED    
 LA0646* NAVD 88     -       259.108  (meters)     850.09   (feet)  ADJUSTED  
 LA0646  ___________________________________________________________________
 LA0646  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 LA0646  DYNAMIC HT  -         258.983 (meters)     849.68  (feet)  COMP
 LA0646  MODELED GRAV-     980,135.1   (mgal)                       NAVD 88
 LA0646
 LA0646  VERT ORDER  -  SECOND    CLASS 0
 LA0646
 LA0646.The horizontal coordinates were scaled from a topographic map and have
 LA0646.an estimated accuracy of +/- 6 seconds.
 LA0646
 LA0646.The orthometric height was determined by differential leveling
 LA0646.and adjusted by the National Geodetic Survey in June 1991..
 LA0646
 LA0646.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0646.See file dsdata.txt to determine how the superseded data were derived.
 LA0646
 LA0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK726914(NAD 83)
 LA0646_MARKER: DB = BENCH MARK DISK
 LA0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0646_STAMPING: F 226 1947
 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 = OCTOBER  6, 2006
 LA0540 ***********************************************************************
 LA0540  DESIGNATION -  F 227
 LA0540  PID         -  LA0540
 LA0540  STATE/COUNTY-  IN/JAY
 LA0540  USGS QUAD   -  NEW CORYDON (1994)
 LA0540
 LA0540                         *CURRENT SURVEY CONTROL
 LA0540  ___________________________________________________________________
 LA0540* NAD 83(1986)-  40 32 33.     (N)    084 50 53.     (W)     SCALED    
 LA0540* NAVD 88     -       263.058  (meters)     863.05   (feet)  ADJUSTED  
 LA0540  ___________________________________________________________________
 LA0540  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 LA0540  DYNAMIC HT  -         262.931 (meters)     862.63  (feet)  COMP
 LA0540  MODELED GRAV-     980,136.7   (mgal)                       NAVD 88
 LA0540
 LA0540  VERT ORDER  -  SECOND    CLASS 0
 LA0540
 LA0540.The horizontal coordinates were scaled from a topographic map and have
 LA0540.an estimated accuracy of +/- 6 seconds.
 LA0540
 LA0540.The orthometric height was determined by differential leveling
 LA0540.and adjusted by the National Geodetic Survey in June 1991..
 LA0540
 LA0540.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0540.See file dsdata.txt to determine how the superseded data were derived.
 LA0540
 LA0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK822901(NAD 83)
 LA0540_MARKER: DB = BENCH MARK DISK
 LA0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0540_STAMPING: F 227 1947
 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 = OCTOBER  6, 2006
 LA0444 ***********************************************************************
 LA0444  DESIGNATION -  F 228
 LA0444  PID         -  LA0444
 LA0444  STATE/COUNTY-  IN/RANDOLPH
 LA0444  USGS QUAD   -  SPARTANBURG (1992)
 LA0444
 LA0444                         *CURRENT SURVEY CONTROL
 LA0444  ___________________________________________________________________
 LA0444* NAD 83(1986)-  40 05 43.     (N)    084 49 40.     (W)     SCALED    
 LA0444* NAVD 88     -       348.572  (meters)    1143.61   (feet)  ADJUSTED  
 LA0444  ___________________________________________________________________
 LA0444  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 LA0444  DYNAMIC HT  -         348.379 (meters)    1142.97  (feet)  COMP
 LA0444  MODELED GRAV-     980,062.9   (mgal)                       NAVD 88
 LA0444
 LA0444  VERT ORDER  -  SECOND    CLASS 0
 LA0444
 LA0444.The horizontal coordinates were scaled from a topographic map and have
 LA0444.an estimated accuracy of +/- 6 seconds.
 LA0444
 LA0444.The orthometric height was determined by differential leveling
 LA0444.and adjusted by the National Geodetic Survey in June 1991..
 LA0444
 LA0444.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0444.See file dsdata.txt to determine how the superseded data were derived.
 LA0444
 LA0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK851405(NAD 83)
 LA0444_MARKER: DB = BENCH MARK DISK
 LA0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0444_STAMPING: F 228 1947
 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 = OCTOBER  6, 2006
 LA0415 ***********************************************************************
 LA0415  DESIGNATION -  F 229
 LA0415  PID         -  LA0415
 LA0415  STATE/COUNTY-  IN/RANDOLPH
 LA0415  USGS QUAD   -  LYNN (1994)
 LA0415
 LA0415                         *CURRENT SURVEY CONTROL
 LA0415  ___________________________________________________________________
 LA0415* NAD 83(1986)-  40 05 32.     (N)    084 59 22.     (W)     SCALED    
 LA0415* NAVD 88     -       361.545  (meters)    1186.17   (feet)  ADJUSTED  
 LA0415  ___________________________________________________________________
 LA0415  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 LA0415  DYNAMIC HT  -         361.340 (meters)    1185.50  (feet)  COMP
 LA0415  MODELED GRAV-     980,049.2   (mgal)                       NAVD 88
 LA0415
 LA0415  VERT ORDER  -  SECOND    CLASS 0
 LA0415
 LA0415.The horizontal coordinates were scaled from a topographic map and have
 LA0415.an estimated accuracy of +/- 6 seconds.
 LA0415
 LA0415.The orthometric height was determined by differential leveling
 LA0415.and adjusted by the National Geodetic Survey in June 1991..
 LA0415
 LA0415.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0415.See file dsdata.txt to determine how the superseded data were derived.
 LA0415
 LA0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK713399(NAD 83)
 LA0415_MARKER: DB = BENCH MARK DISK
 LA0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0415_STAMPING: F 229 1947
 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 = OCTOBER  6, 2006
 LA0798 ***********************************************************************
 LA0798  DESIGNATION -  F 23
 LA0798  PID         -  LA0798
 LA0798  STATE/COUNTY-  IN/WELLS
 LA0798  USGS QUAD   -  OSSIAN (1981)
 LA0798
 LA0798                         *CURRENT SURVEY CONTROL
 LA0798  ___________________________________________________________________
 LA0798* NAD 83(1986)-  40 52 31.     (N)    085 10 00.     (W)     SCALED    
 LA0798* NAVD 88     -       249.723  (meters)     819.30   (feet)  ADJUSTED  
 LA0798  ___________________________________________________________________
 LA0798  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 LA0798  DYNAMIC HT  -         249.610 (meters)     818.93  (feet)  COMP
 LA0798  MODELED GRAV-     980,164.7   (mgal)                       NAVD 88
 LA0798
 LA0798  VERT ORDER  -  SECOND    CLASS 0
 LA0798
 LA0798.The horizontal coordinates were scaled from a topographic map and have
 LA0798.an estimated accuracy of +/- 6 seconds.
 LA0798
 LA0798.The orthometric height was determined by differential leveling
 LA0798.and adjusted by the National Geodetic Survey in June 1991..
 LA0798.WARNING-Repeat measurements at this control monument indicate possible
 LA0798.vertical movement.
 LA0798
 LA0798.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0798.See file dsdata.txt to determine how the superseded data were derived.
 LA0798
 LA0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL544265(NAD 83)
 LA0798_MARKER: DB = BENCH MARK DISK
 LA0798_SETTING: 0 = UNSPECIFIED SETTING
 LA0798_STAMPING: F 23 1934
 LA0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0798
 LA0798  HISTORY     - Date     Condition        Report By
 LA0798  HISTORY     - 1934     MONUMENTED       CGS
 LA0798  HISTORY     - 1968     GOOD             NGS
 LA0798
 LA0798                          STATION DESCRIPTION
 LA0798
 LA0798'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1162 ***********************************************************************
 JZ1162  DESIGNATION -  F 230
 JZ1162  PID         -  JZ1162
 JZ1162  STATE/COUNTY-  IN/WAYNE
 JZ1162  USGS QUAD   -  FOUNTAIN CITY (1960)
 JZ1162
 JZ1162                         *CURRENT SURVEY CONTROL
 JZ1162  ___________________________________________________________________
 JZ1162* NAD 83(1986)-  39 56 51.     (N)    084 53 14.     (W)     SCALED    
 JZ1162* NAVD 88     -       349.594  (meters)    1146.96   (feet)  ADJUSTED  
 JZ1162  ___________________________________________________________________
 JZ1162  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JZ1162  DYNAMIC HT  -         349.393 (meters)    1146.30  (feet)  COMP
 JZ1162  MODELED GRAV-     980,040.8   (mgal)                       NAVD 88
 JZ1162
 JZ1162  VERT ORDER  -  SECOND    CLASS 0
 JZ1162
 JZ1162.The horizontal coordinates were scaled from a topographic map and have
 JZ1162.an estimated accuracy of +/- 6 seconds.
 JZ1162
 JZ1162.The orthometric height was determined by differential leveling
 JZ1162.and adjusted by the National Geodetic Survey in June 1991..
 JZ1162
 JZ1162.The geoid height was determined by GEOID03.
 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     -   521,980.      166,610.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1162.See file dsdata.txt to determine how the superseded data were derived.
 JZ1162
 JZ1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK804240(NAD 83)
 JZ1162_MARKER: DB = BENCH MARK DISK
 JZ1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1162_STAMPING: F 230 1947
 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 = OCTOBER  6, 2006
 LA1098 ***********************************************************************
 LA1098  DESIGNATION -  F 231
 LA1098  PID         -  LA1098
 LA1098  STATE/COUNTY-  IN/JAY
 LA1098  USGS QUAD   -  RIDGEVILLE (1994)
 LA1098
 LA1098                         *CURRENT SURVEY CONTROL
 LA1098  ___________________________________________________________________
 LA1098* NAD 83(1986)-  40 21 47.     (N)    085 03 10.     (W)     SCALED    
 LA1098* NAVD 88     -       296.745  (meters)     973.57   (feet)  ADJUSTED  
 LA1098  ___________________________________________________________________
 LA1098  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 LA1098  DYNAMIC HT  -         296.594 (meters)     973.08  (feet)  COMP
 LA1098  MODELED GRAV-     980,108.5   (mgal)                       NAVD 88
 LA1098
 LA1098  VERT ORDER  -  SECOND    CLASS 0
 LA1098
 LA1098.The horizontal coordinates were scaled from a topographic map and have
 LA1098.an estimated accuracy of +/- 6 seconds.
 LA1098
 LA1098.The orthometric height was determined by differential leveling
 LA1098.and adjusted by the National Geodetic Survey in June 1991..
 LA1098
 LA1098.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1098.See file dsdata.txt to determine how the superseded data were derived.
 LA1098
 LA1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK653698(NAD 83)
 LA1098_MARKER: DB = BENCH MARK DISK
 LA1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1098_STAMPING: F 231 1947
 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 = OCTOBER  6, 2006
 LA0392 ***********************************************************************
 LA0392  DESIGNATION -  F 232
 LA0392  PID         -  LA0392
 LA0392  STATE/COUNTY-  IN/RANDOLPH
 LA0392  USGS QUAD   -  COSMOS (1994)
 LA0392
 LA0392                         *CURRENT SURVEY CONTROL
 LA0392  ___________________________________________________________________
 LA0392* NAD 83(1986)-  40 15 16.     (N)    084 49 29.     (W)     SCALED    
 LA0392* NAVD 88     -       318.600  (meters)    1045.27   (feet)  ADJUSTED  
 LA0392  ___________________________________________________________________
 LA0392  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 LA0392  DYNAMIC HT  -         318.434 (meters)    1044.73  (feet)  COMP
 LA0392  MODELED GRAV-     980,097.3   (mgal)                       NAVD 88
 LA0392
 LA0392  VERT ORDER  -  SECOND    CLASS 0
 LA0392
 LA0392.The horizontal coordinates were scaled from a topographic map and have
 LA0392.an estimated accuracy of +/- 6 seconds.
 LA0392
 LA0392.The orthometric height was determined by differential leveling
 LA0392.and adjusted by the National Geodetic Survey in June 1991..
 LA0392
 LA0392.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0392.See file dsdata.txt to determine how the superseded data were derived.
 LA0392
 LA0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK849582(NAD 83)
 LA0392_MARKER: DB = BENCH MARK DISK
 LA0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0392_STAMPING: F 232 1947
 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 = OCTOBER  6, 2006
 ME1026 ***********************************************************************
 ME1026  DESIGNATION -  F 233
 ME1026  PID         -  ME1026
 ME1026  STATE/COUNTY-  IN/LAKE
 ME1026  USGS QUAD   -  WHITING (1991)
 ME1026
 ME1026                         *CURRENT SURVEY CONTROL
 ME1026  ___________________________________________________________________
 ME1026* NAD 83(1986)-  41 40 07.     (N)    087 28 15.     (W)     SCALED    
 ME1026* NAVD 88     -       179.433  (meters)     588.69   (feet)  ADJUSTED  
 ME1026  ___________________________________________________________________
 ME1026  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 ME1026  DYNAMIC HT  -         179.369 (meters)     588.48  (feet)  COMP
 ME1026  MODELED GRAV-     980,263.0   (mgal)                       NAVD 88
 ME1026
 ME1026  VERT ORDER  -  FIRST     CLASS I
 ME1026
 ME1026.The horizontal coordinates were scaled from a topographic map and have
 ME1026.an estimated accuracy of +/- 6 seconds.
 ME1026
 ME1026.The orthometric height was determined by differential leveling
 ME1026.and adjusted by the National Geodetic Survey in June 1991..
 ME1026
 ME1026.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME1026
 ME1026  NGVD 29 (01/19/93)  179.542  (m)          589.05   (f) ADJUSTED    1 1
 ME1026
 ME1026.Superseded values are not recommended for survey control.
 ME1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1026.See file dsdata.txt to determine how the superseded data were derived.
 ME1026
 ME1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM608130(NAD 83)
 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             NGS
 ME1026  HISTORY     - 19920806 GOOD             NGS
 ME1026
 ME1026                          STATION DESCRIPTION
 ME1026
 ME1026'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1206 ***********************************************************************
 LA1206  DESIGNATION -  F 234
 LA1206  PID         -  LA1206
 LA1206  STATE/COUNTY-  IN/DELAWARE
 LA1206  USGS QUAD   -  EATON (1981)
 LA1206
 LA1206                         *CURRENT SURVEY CONTROL
 LA1206  ___________________________________________________________________
 LA1206* NAD 83(1986)-  40 19 52.     (N)    085 22 10.     (W)     SCALED    
 LA1206* NAVD 88     -       274.201  (meters)     899.61   (feet)  ADJUSTED  
 LA1206  ___________________________________________________________________
 LA1206  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 LA1206  DYNAMIC HT  -         274.059 (meters)     899.14  (feet)  COMP
 LA1206  MODELED GRAV-     980,101.2   (mgal)                       NAVD 88
 LA1206
 LA1206  VERT ORDER  -  SECOND    CLASS 0
 LA1206
 LA1206.The horizontal coordinates were scaled from a topographic map and have
 LA1206.an estimated accuracy of +/- 6 seconds.
 LA1206
 LA1206.The orthometric height was determined by differential leveling
 LA1206.and adjusted by the National Geodetic Survey in June 1991..
 LA1206
 LA1206.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1206.See file dsdata.txt to determine how the superseded data were derived.
 LA1206
 LA1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK385657(NAD 83)
 LA1206_MARKER: DB = BENCH MARK DISK
 LA1206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1206_SP_SET: CULVERT
 LA1206_STAMPING: F 234 1947
 LA1206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ2367 ***********************************************************************
 JZ2367  DESIGNATION -  F 235
 JZ2367  PID         -  JZ2367
 JZ2367  STATE/COUNTY-  IN/HANCOCK
 JZ2367  USGS QUAD   -  MC CORDSVILLE (1984)
 JZ2367
 JZ2367                         *CURRENT SURVEY CONTROL
 JZ2367  ___________________________________________________________________
 JZ2367* NAD 83(1986)-  39 55 10.     (N)    085 52 31.     (W)     SCALED    
 JZ2367* NAVD 88     -       264.887  (meters)     869.05   (feet)  ADJUSTED  
 JZ2367  ___________________________________________________________________
 JZ2367  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ2367  DYNAMIC HT  -         264.738 (meters)     868.56  (feet)  COMP
 JZ2367  MODELED GRAV-     980,060.0   (mgal)                       NAVD 88
 JZ2367
 JZ2367  VERT ORDER  -  FIRST     CLASS II
 JZ2367
 JZ2367.The horizontal coordinates were scaled from a topographic map and have
 JZ2367.an estimated accuracy of +/- 6 seconds.
 JZ2367
 JZ2367.The orthometric height was determined by differential leveling
 JZ2367.and adjusted by the National Geodetic Survey in June 1991..
 JZ2367
 JZ2367.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2367.See file dsdata.txt to determine how the superseded data were derived.
 JZ2367
 JZ2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK961194(NAD 83)
 JZ2367_MARKER: DB = BENCH MARK DISK
 JZ2367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2367_STAMPING: F 235 1947
 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 = OCTOBER  6, 2006
 LA1573 ***********************************************************************
 LA1573  DESIGNATION -  F 236
 LA1573  PID         -  LA1573
 LA1573  STATE/COUNTY-  IN/MADISON
 LA1573  USGS QUAD   -  LAPEL (1994)
 LA1573
 LA1573                         *CURRENT SURVEY CONTROL
 LA1573  ___________________________________________________________________
 LA1573* NAD 83(1986)-  40 00 08.     (N)    085 50 35.     (W)     SCALED    
 LA1573* NAVD 88     -       262.741  (meters)     862.01   (feet)  ADJUSTED  
 LA1573  ___________________________________________________________________
 LA1573  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 LA1573  DYNAMIC HT  -         262.597 (meters)     861.54  (feet)  COMP
 LA1573  MODELED GRAV-     980,067.9   (mgal)                       NAVD 88
 LA1573
 LA1573  VERT ORDER  -  SECOND    CLASS 0
 LA1573
 LA1573.The horizontal coordinates were scaled from a topographic map and have
 LA1573.an estimated accuracy of +/- 6 seconds.
 LA1573
 LA1573.The orthometric height was determined by differential leveling
 LA1573.and adjusted by the National Geodetic Survey in June 1991..
 LA1573
 LA1573.The geoid height was determined by GEOID03.
 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     -   527,780.       84,940.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1573.See file dsdata.txt to determine how the superseded data were derived.
 LA1573
 LA1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK987286(NAD 83)
 LA1573_MARKER: DB = BENCH MARK DISK
 LA1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1573_STAMPING: F 236 1947
 LA1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1573+STABILITY: SURFACE MOTION
 LA1573
 LA1573  HISTORY     - Date     Condition        Report By
 LA1573  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0273 ***********************************************************************
 KA0273  DESIGNATION -  F 237
 KA0273  PID         -  KA0273
 KA0273  STATE/COUNTY-  IN/HAMILTON
 KA0273  USGS QUAD   -  FISHERS (1988)
 KA0273
 KA0273                         *CURRENT SURVEY CONTROL
 KA0273  ___________________________________________________________________
 KA0273* NAD 83(1986)-  39 55 37.     (N)    086 03 01.     (W)     SCALED    
 KA0273* NAVD 88     -       243.148  (meters)     797.73   (feet)  ADJUSTED  
 KA0273  ___________________________________________________________________
 KA0273  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 KA0273  DYNAMIC HT  -         243.014 (meters)     797.29  (feet)  COMP
 KA0273  MODELED GRAV-     980,067.9   (mgal)                       NAVD 88
 KA0273
 KA0273  VERT ORDER  -  SECOND    CLASS 0
 KA0273
 KA0273.The horizontal coordinates were scaled from a topographic map and have
 KA0273.an estimated accuracy of +/- 6 seconds.
 KA0273
 KA0273.The orthometric height was determined by differential leveling
 KA0273.and adjusted by the National Geodetic Survey in June 1991..
 KA0273
 KA0273.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0273.See file dsdata.txt to determine how the superseded data were derived.
 KA0273
 KA0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK811200(NAD 83)
 KA0273_MARKER: DB = BENCH MARK DISK
 KA0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0273_STAMPING: F 237 1947
 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 = OCTOBER  6, 2006
 JZ2470 ***********************************************************************
 JZ2470  DESIGNATION -  F 238
 JZ2470  PID         -  JZ2470
 JZ2470  STATE/COUNTY-  IN/HANCOCK
 JZ2470  USGS QUAD   -  ACTON (1981)
 JZ2470
 JZ2470                         *CURRENT SURVEY CONTROL
 JZ2470  ___________________________________________________________________
 JZ2470* NAD 83(1986)-  39 44 26.     (N)    085 57 05.     (W)     SCALED    
 JZ2470* NAVD 88     -       251.614  (meters)     825.50   (feet)  ADJUSTED  
 JZ2470  ___________________________________________________________________
 JZ2470  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JZ2470  DYNAMIC HT  -         251.469 (meters)     825.03  (feet)  COMP
 JZ2470  MODELED GRAV-     980,047.0   (mgal)                       NAVD 88
 JZ2470
 JZ2470  VERT ORDER  -  SECOND    CLASS 0
 JZ2470
 JZ2470.The horizontal coordinates were scaled from a topographic map and have
 JZ2470.an estimated accuracy of +/- 6 seconds.
 JZ2470
 JZ2470.The orthometric height was determined by differential leveling
 JZ2470.and adjusted by the National Geodetic Survey in June 1991..
 JZ2470
 JZ2470.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2470.See file dsdata.txt to determine how the superseded data were derived.
 JZ2470
 JZ2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ898994(NAD 83)
 JZ2470_MARKER: DB = BENCH MARK DISK
 JZ2470_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2470_SP_SET: BRIDGE
 JZ2470_STAMPING: F 238 1947
 JZ2470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2470
 JZ2470  HISTORY     - Date     Condition        Report By
 JZ2470  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2575 ***********************************************************************
 JZ2575  DESIGNATION -  F 239
 JZ2575  PID         -  JZ2575
 JZ2575  STATE/COUNTY-  IN/HANCOCK
 JZ2575  USGS QUAD   -  FOUNTAINTOWN (1952)
 JZ2575
 JZ2575                         *CURRENT SURVEY CONTROL
 JZ2575  ___________________________________________________________________
 JZ2575* NAD 83(1986)-  39 42 49.     (N)    085 51 26.     (W)     SCALED    
 JZ2575* NAVD 88     -       252.353  (meters)     827.93   (feet)  ADJUSTED  
 JZ2575  ___________________________________________________________________
 JZ2575  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JZ2575  DYNAMIC HT  -         252.207 (meters)     827.45  (feet)  COMP
 JZ2575  MODELED GRAV-     980,043.6   (mgal)                       NAVD 88
 JZ2575
 JZ2575  VERT ORDER  -  SECOND    CLASS 0
 JZ2575
 JZ2575.The horizontal coordinates were scaled from a topographic map and have
 JZ2575.an estimated accuracy of +/- 6 seconds.
 JZ2575
 JZ2575.The orthometric height was determined by differential leveling
 JZ2575.and adjusted by the National Geodetic Survey in June 1991..
 JZ2575
 JZ2575.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2575.See file dsdata.txt to determine how the superseded data were derived.
 JZ2575
 JZ2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ979965(NAD 83)
 JZ2575_MARKER: DB = BENCH MARK DISK
 JZ2575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2575_STAMPING: F 239 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2434 ***********************************************************************
 JZ2434  DESIGNATION -  F 240
 JZ2434  PID         -  JZ2434
 JZ2434  STATE/COUNTY-  IN/MADISON
 JZ2434  USGS QUAD   -  PENDLETON (1966)
 JZ2434
 JZ2434                         *CURRENT SURVEY CONTROL
 JZ2434  ___________________________________________________________________
 JZ2434* NAD 83(1986)-  39 59 23.     (N)    085 42 05.     (W)     SCALED    
 JZ2434* NAVD 88     -       272.713  (meters)     894.73   (feet)  ADJUSTED  
 JZ2434  ___________________________________________________________________
 JZ2434  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JZ2434  DYNAMIC HT  -         272.562 (meters)     894.23  (feet)  COMP
 JZ2434  MODELED GRAV-     980,067.2   (mgal)                       NAVD 88
 JZ2434
 JZ2434  VERT ORDER  -  SECOND    CLASS 0
 JZ2434
 JZ2434.The horizontal coordinates were scaled from a topographic map and have
 JZ2434.an estimated accuracy of +/- 6 seconds.
 JZ2434
 JZ2434.The orthometric height was determined by differential leveling
 JZ2434.and adjusted by the National Geodetic Survey in June 1991..
 JZ2434
 JZ2434.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2434.See file dsdata.txt to determine how the superseded data were derived.
 JZ2434
 JZ2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK108274(NAD 83)
 JZ2434_MARKER: DB = BENCH MARK DISK
 JZ2434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2434_STAMPING: F 240 1947
 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 - September 08, 2002
 JZ2434
 JZ2434  HISTORY     - Date     Condition        Report By
 JZ2434  HISTORY     - 1947     MONUMENTED       CGS
 JZ2434  HISTORY     - 20020908 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2493 ***********************************************************************
 JZ2493  DESIGNATION -  F 241
 JZ2493  PID         -  JZ2493
 JZ2493  STATE/COUNTY-  IN/HANCOCK
 JZ2493  USGS QUAD   -  GREENFIELD (1983)
 JZ2493
 JZ2493                         *CURRENT SURVEY CONTROL
 JZ2493  ___________________________________________________________________
 JZ2493* NAD 83(1986)-  39 45 24.     (N)    085 50 20.     (W)     SCALED    
 JZ2493* NAVD 88     -       259.382  (meters)     850.99   (feet)  ADJUSTED  
 JZ2493  ___________________________________________________________________
 JZ2493  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JZ2493  DYNAMIC HT  -         259.232 (meters)     850.50  (feet)  COMP
 JZ2493  MODELED GRAV-     980,044.2   (mgal)                       NAVD 88
 JZ2493
 JZ2493  VERT ORDER  -  SECOND    CLASS 0
 JZ2493
 JZ2493.The horizontal coordinates were scaled from a topographic map and have
 JZ2493.an estimated accuracy of +/- 6 seconds.
 JZ2493
 JZ2493.The orthometric height was determined by differential leveling
 JZ2493.and adjusted by the National Geodetic Survey in June 1991..
 JZ2493
 JZ2493.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2493.See file dsdata.txt to determine how the superseded data were derived.
 JZ2493
 JZ2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK994013(NAD 83)
 JZ2493_MARKER: DB = BENCH MARK DISK
 JZ2493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2493_STAMPING: F 241 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2536 ***********************************************************************
 JZ2536  DESIGNATION -  F 242
 JZ2536  PID         -  JZ2536
 JZ2536  STATE/COUNTY-  IN/HANCOCK
 JZ2536  USGS QUAD   -  CLEVELAND (1981)
 JZ2536
 JZ2536                         *CURRENT SURVEY CONTROL
 JZ2536  ___________________________________________________________________
 JZ2536* NAD 83(1986)-  39 49 46.     (N)    085 41 22.     (W)     SCALED    
 JZ2536* NAVD 88     -       284.668  (meters)     933.95   (feet)  ADJUSTED  
 JZ2536  ___________________________________________________________________
 JZ2536  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JZ2536  DYNAMIC HT  -         284.505 (meters)     933.41  (feet)  COMP
 JZ2536  MODELED GRAV-     980,048.2   (mgal)                       NAVD 88
 JZ2536
 JZ2536  VERT ORDER  -  SECOND    CLASS 0
 JZ2536
 JZ2536.The horizontal coordinates were scaled from a topographic map and have
 JZ2536.an estimated accuracy of +/- 6 seconds.
 JZ2536
 JZ2536.The orthometric height was determined by differential leveling
 JZ2536.and adjusted by the National Geodetic Survey in June 1991..
 JZ2536
 JZ2536.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2536.See file dsdata.txt to determine how the superseded data were derived.
 JZ2536
 JZ2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK121096(NAD 83)
 JZ2536_MARKER: DB = BENCH MARK DISK
 JZ2536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2536_STAMPING: F 242 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0198 ***********************************************************************
 KA0198  DESIGNATION -  F 243
 KA0198  PID         -  KA0198
 KA0198  STATE/COUNTY-  IN/MARION
 KA0198  USGS QUAD   -  INDIANAPOLIS EAST (1980)
 KA0198
 KA0198                         *CURRENT SURVEY CONTROL
 KA0198  ___________________________________________________________________
 KA0198* NAD 83(1986)-  39 47 47.     (N)    086 00 36.     (W)     SCALED    
 KA0198* NAVD 88     -       262.436  (meters)     861.01   (feet)  POSTED    
 KA0198  ___________________________________________________________________
 KA0198  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KA0198  DYNAMIC HT  -         262.290 (meters)     860.53  (feet)  COMP
 KA0198  MODELED GRAV-     980,053.3   (mgal)                       NAVD 88
 KA0198
 KA0198  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KA0198
 KA0198.The horizontal coordinates were scaled from a topographic 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.No vertical observational check was made to the station.
 KA0198.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KA0198.was located on a no-check spur therefore a value was not computed.
 KA0198
 KA0198.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0198.See file dsdata.txt to determine how the superseded data were derived.
 KA0198
 KA0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK847056(NAD 83)
 KA0198_MARKER: DB = BENCH MARK DISK
 KA0198_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0198_SP_SET: BRIDGE
 KA0198_STAMPING: F 243 1947
 KA0198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0198
 KA0198  HISTORY     - Date     Condition        Report By
 KA0198  HISTORY     - 1947     MONUMENTED       CGS
 KA0198  HISTORY     - 1950     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 JZ2584 ***********************************************************************
 JZ2584  DESIGNATION -  F 244
 JZ2584  PID         -  JZ2584
 JZ2584  STATE/COUNTY-  IN/RUSH
 JZ2584  USGS QUAD   -  CARTHAGE (1988)
 JZ2584
 JZ2584                         *CURRENT SURVEY CONTROL
 JZ2584  ___________________________________________________________________
 JZ2584* NAD 83(1986)-  39 41 54.     (N)    085 33 17.     (W)     SCALED    
 JZ2584* NAVD 88     -       293.186  (meters)     961.89   (feet)  ADJUSTED  
 JZ2584  ___________________________________________________________________
 JZ2584  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ2584  DYNAMIC HT  -         293.017 (meters)     961.34  (feet)  COMP
 JZ2584  MODELED GRAV-     980,039.9   (mgal)                       NAVD 88
 JZ2584
 JZ2584  VERT ORDER  -  SECOND    CLASS 0
 JZ2584
 JZ2584.The horizontal coordinates were scaled from a topographic map and have
 JZ2584.an estimated accuracy of +/- 6 seconds.
 JZ2584
 JZ2584.The orthometric height was determined by differential leveling
 JZ2584.and adjusted by the National Geodetic Survey in June 1991..
 JZ2584
 JZ2584.The geoid height was determined by GEOID03.
 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     -   494,030.      109,600.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2584.See file dsdata.txt to determine how the superseded data were derived.
 JZ2584
 JZ2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ239952(NAD 83)
 JZ2584_MARKER: DB = BENCH MARK DISK
 JZ2584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2584_STAMPING: F 244 1947
 JZ2584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2584+STABILITY: SURFACE MOTION
 JZ2584
 JZ2584  HISTORY     - Date     Condition        Report By
 JZ2584  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2599 ***********************************************************************
 JZ2599  DESIGNATION -  F 245
 JZ2599  PID         -  JZ2599
 JZ2599  STATE/COUNTY-  IN/SHELBY
 JZ2599  USGS QUAD   -  FOUNTAINTOWN (1952)
 JZ2599
 JZ2599                         *CURRENT SURVEY CONTROL
 JZ2599  ___________________________________________________________________
 JZ2599* NAD 83(1986)-  39 37 33.     (N)    085 49 10.     (W)     SCALED    
 JZ2599* NAVD 88     -       245.881  (meters)     806.69   (feet)  ADJUSTED  
 JZ2599  ___________________________________________________________________
 JZ2599  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JZ2599  DYNAMIC HT  -         245.739 (meters)     806.23  (feet)  COMP
 JZ2599  MODELED GRAV-     980,043.6   (mgal)                       NAVD 88
 JZ2599
 JZ2599  VERT ORDER  -  SECOND    CLASS 0
 JZ2599
 JZ2599.The horizontal coordinates were scaled from a topographic map and have
 JZ2599.an estimated accuracy of +/- 6 seconds.
 JZ2599
 JZ2599.The orthometric height was determined by differential leveling
 JZ2599.and adjusted by the National Geodetic Survey in June 1991..
 JZ2599
 JZ2599.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2599.See file dsdata.txt to determine how the superseded data were derived.
 JZ2599
 JZ2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ013868(NAD 83)
 JZ2599_MARKER: DB = BENCH MARK DISK
 JZ2599_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2599_SP_SET: CULVERT
 JZ2599_STAMPING: F 245 1947
 JZ2599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1055 ***********************************************************************
 LA1055  DESIGNATION -  F 246
 LA1055  PID         -  LA1055
 LA1055  STATE/COUNTY-  IN/RANDOLPH
 LA1055  USGS QUAD   -  MODOC (1969)
 LA1055
 LA1055                         *CURRENT SURVEY CONTROL
 LA1055  ___________________________________________________________________
 LA1055* NAD 83(1986)-  40 03 46.     (N)    085 07 36.     (W)     SCALED    
 LA1055* NAVD 88     -       352.650  (meters)    1156.99   (feet)  ADJUSTED  
 LA1055  ___________________________________________________________________
 LA1055  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 LA1055  DYNAMIC HT  -         352.458 (meters)    1156.36  (feet)  COMP
 LA1055  MODELED GRAV-     980,070.9   (mgal)                       NAVD 88
 LA1055
 LA1055  VERT ORDER  -  SECOND    CLASS 0
 LA1055
 LA1055.The horizontal coordinates were scaled from a topographic map and have
 LA1055.an estimated accuracy of +/- 6 seconds.
 LA1055
 LA1055.The orthometric height was determined by differential leveling
 LA1055.and adjusted by the National Geodetic Survey in June 1991..
 LA1055
 LA1055.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1055.See file dsdata.txt to determine how the superseded data were derived.
 LA1055
 LA1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK597364(NAD 83)
 LA1055_MARKER: DB = BENCH MARK DISK
 LA1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1055_STAMPING: F 249 1947
 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 = OCTOBER  6, 2006
 LA1088 ***********************************************************************
 LA1088  DESIGNATION -  F 247
 LA1088  PID         -  LA1088
 LA1088  STATE/COUNTY-  IN/JAY
 LA1088  USGS QUAD   -  BLAINE (1994)
 LA1088
 LA1088                         *CURRENT SURVEY CONTROL
 LA1088  ___________________________________________________________________
 LA1088* NAD 83(1986)-  40 26 41.     (N)    085 05 09.     (W)     SCALED    
 LA1088* NAVD 88     -       269.335  (meters)     883.64   (feet)  ADJUSTED  
 LA1088  ___________________________________________________________________
 LA1088  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 LA1088  DYNAMIC HT  -         269.199 (meters)     883.20  (feet)  COMP
 LA1088  MODELED GRAV-     980,115.4   (mgal)                       NAVD 88
 LA1088
 LA1088  VERT ORDER  -  SECOND    CLASS 0
 LA1088
 LA1088.The horizontal coordinates were scaled from a topographic map and have
 LA1088.an estimated accuracy of +/- 6 seconds.
 LA1088
 LA1088.The orthometric height was determined by differential leveling
 LA1088.and adjusted by the National Geodetic Survey in June 1991..
 LA1088
 LA1088.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1088.See file dsdata.txt to determine how the superseded data were derived.
 LA1088
 LA1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK623788(NAD 83)
 LA1088_MARKER: DB = BENCH MARK DISK
 LA1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1088_STAMPING: F 247 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1258 ***********************************************************************
 LA1258  DESIGNATION -  F 248
 LA1258  PID         -  LA1258
 LA1258  STATE/COUNTY-  IN/DELAWARE
 LA1258  USGS QUAD   -  SULPHUR SPRINGS (1994)
 LA1258
 LA1258                         *CURRENT SURVEY CONTROL
 LA1258  ___________________________________________________________________
 LA1258* NAD 83(1986)-  40 04 49.     (N)    085 29 58.     (W)     SCALED    
 LA1258* NAVD 88     -       294.483  (meters)     966.15   (feet)  ADJUSTED  
 LA1258  ___________________________________________________________________
 LA1258  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 LA1258  DYNAMIC HT  -         294.325 (meters)     965.63  (feet)  COMP
 LA1258  MODELED GRAV-     980,079.0   (mgal)                       NAVD 88
 LA1258
 LA1258  VERT ORDER  -  SECOND    CLASS 0
 LA1258
 LA1258.The horizontal coordinates were scaled from a topographic map and have
 LA1258.an estimated accuracy of +/- 6 seconds.
 LA1258
 LA1258.The orthometric height was determined by differential leveling
 LA1258.and adjusted by the National Geodetic Survey in June 1991..
 LA1258
 LA1258.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1258.See file dsdata.txt to determine how the superseded data were derived.
 LA1258
 LA1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK279377(NAD 83)
 LA1258_MARKER: DB = BENCH MARK DISK
 LA1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1258_STAMPING: F 248 1947
 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             BUTLER
 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 AND SEUFERT INC 2006 (JRC)
 LA1258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1713 ***********************************************************************
 JZ1713  DESIGNATION -  F 249
 JZ1713  PID         -  JZ1713
 JZ1713  STATE/COUNTY-  IN/HENRY
 JZ1713  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ1713
 JZ1713                         *CURRENT SURVEY CONTROL
 JZ1713  ___________________________________________________________________
 JZ1713* NAD 83(1986)-  39 59 38.     (N)    085 15 05.     (W)     SCALED    
 JZ1713* NAVD 88     -       342.614  (meters)    1124.06   (feet)  ADJUSTED  
 JZ1713  ___________________________________________________________________
 JZ1713  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 JZ1713  DYNAMIC HT  -         342.423 (meters)    1123.43  (feet)  COMP
 JZ1713  MODELED GRAV-     980,057.9   (mgal)                       NAVD 88
 JZ1713
 JZ1713  VERT ORDER  -  SECOND    CLASS 0
 JZ1713
 JZ1713.The horizontal coordinates were scaled from a topographic map and have
 JZ1713.an estimated accuracy of +/- 6 seconds.
 JZ1713
 JZ1713.The orthometric height was determined by differential leveling
 JZ1713.and adjusted by the National Geodetic Survey in June 1991..
 JZ1713
 JZ1713.The geoid height was determined by GEOID03.
 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     -   526,920.      135,460.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1713.See file dsdata.txt to determine how the superseded data were derived.
 JZ1713
 JZ1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK492285(NAD 83)
 JZ1713_MARKER: DB = BENCH MARK DISK
 JZ1713_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1713_SP_SET: BUILDING
 JZ1713_STAMPING: F 249 1947
 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 = OCTOBER  6, 2006
 JZ2711 ***********************************************************************
 JZ2711  DESIGNATION -  F 249 RESET 1979
 JZ2711  PID         -  JZ2711
 JZ2711  STATE/COUNTY-  IN/HENRY
 JZ2711  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ2711
 JZ2711                         *CURRENT SURVEY CONTROL
 JZ2711  ___________________________________________________________________
 JZ2711* NAD 83(1986)-  39 59 38.     (N)    085 15 05.     (W)     SCALED    
 JZ2711* NAVD 88     -       340.95   (+/-2cm)    1118.6    (feet)  VERTCON   
 JZ2711  ___________________________________________________________________
 JZ2711  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 JZ2711
 JZ2711  VERT ORDER  -  THIRD (See Below)
 JZ2711
 JZ2711.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ2711
 JZ2711.The geoid height was determined by GEOID03.
 JZ2711
 JZ2711;                    North         East    Units  Estimated Accuracy
 JZ2711;SPC IN E     -   526,920.      135,460.      MT  (+/- 180 meters Scaled)
 JZ2711
 JZ2711                          SUPERSEDED SURVEY CONTROL
 JZ2711
 JZ2711  NGVD 29 (04/16/04)  341.09   (m)         1119.1    (f) RESET       3  
 JZ2711
 JZ2711.Superseded values are not recommended for survey control.
 JZ2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2711.See file dsdata.txt to determine how the superseded data were derived.
 JZ2711
 JZ2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK492285(NAD 83)
 JZ2711_MARKER: DB = BENCH MARK DISK
 JZ2711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2711_STAMPING: F 249 RESET 1979
 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 = OCTOBER  6, 2006
 ME0316 ***********************************************************************
 ME0316  DESIGNATION -  F 25
 ME0316  PID         -  ME0316
 ME0316  STATE/COUNTY-  IN/MARSHALL
 ME0316  USGS QUAD   -  CULVER (1980)
 ME0316
 ME0316                         *CURRENT SURVEY CONTROL
 ME0316  ___________________________________________________________________
 ME0316* NAD 83(1986)-  41 13 06.     (N)    086 25 04.     (W)     SCALED    
 ME0316* NAVD 88     -       228.477  (meters)     749.60   (feet)  ADJUSTED  
 ME0316  ___________________________________________________________________
 ME0316  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 ME0316  DYNAMIC HT  -         228.383 (meters)     749.29  (feet)  COMP
 ME0316  MODELED GRAV-     980,203.6   (mgal)                       NAVD 88
 ME0316
 ME0316  VERT ORDER  -  SECOND    CLASS 0
 ME0316
 ME0316.The horizontal coordinates were scaled from a topographic map and have
 ME0316.an estimated accuracy of +/- 6 seconds.
 ME0316
 ME0316.The orthometric height was determined by differential leveling
 ME0316.and adjusted by the National Geodetic Survey in June 1991..
 ME0316
 ME0316.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0316.See file dsdata.txt to determine how the superseded data were derived.
 ME0316
 ME0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL488631(NAD 83)
 ME0316_MARKER: DB = BENCH MARK DISK
 ME0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0316_STAMPING: F 25 1934
 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             NGS
 ME0316
 ME0316                          STATION DESCRIPTION
 ME0316
 ME0316'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1006 ***********************************************************************
 LA1006  DESIGNATION -  F 250
 LA1006  PID         -  LA1006
 LA1006  STATE/COUNTY-  IN/DELAWARE
 LA1006  USGS QUAD   -  MUNCIE EAST (1984)
 LA1006
 LA1006                         *CURRENT SURVEY CONTROL
 LA1006  ___________________________________________________________________
 LA1006* NAD 83(1986)-  40 11 23.     (N)    085 18 40.     (W)     SCALED    
 LA1006* NAVD 88     -       296.623  (meters)     973.17   (feet)  ADJUSTED  
 LA1006  ___________________________________________________________________
 LA1006  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 LA1006  DYNAMIC HT  -         296.464 (meters)     972.65  (feet)  COMP
 LA1006  MODELED GRAV-     980,084.4   (mgal)                       NAVD 88
 LA1006
 LA1006  VERT ORDER  -  SECOND    CLASS 0
 LA1006
 LA1006.The horizontal coordinates were scaled from a topographic map and have
 LA1006.an estimated accuracy of +/- 6 seconds.
 LA1006
 LA1006.The orthometric height was determined by differential leveling
 LA1006.and adjusted by the National Geodetic Survey in June 1991..
 LA1006
 LA1006.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1006.See file dsdata.txt to determine how the superseded data were derived.
 LA1006
 LA1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK437501(NAD 83)
 LA1006_MARKER: DB = BENCH MARK DISK
 LA1006_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1006_SP_SET: BRIDGE
 LA1006_STAMPING: F 250 1947
 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 = OCTOBER  6, 2006
 JZ1706 ***********************************************************************
 JZ1706  DESIGNATION -  F 251
 JZ1706  PID         -  JZ1706
 JZ1706  STATE/COUNTY-  IN/HENRY
 JZ1706  USGS QUAD   -  NEW CASTLE WEST (1981)
 JZ1706
 JZ1706                         *CURRENT SURVEY CONTROL
 JZ1706  ___________________________________________________________________
 JZ1706* NAD 83(1986)-  39 56 55.     (N)    085 23 03.     (W)     SCALED    
 JZ1706* NAVD 88     -       308.562  (meters)    1012.34   (feet)  ADJUSTED  
 JZ1706  ___________________________________________________________________
 JZ1706  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JZ1706  DYNAMIC HT  -         308.391 (meters)    1011.78  (feet)  COMP
 JZ1706  MODELED GRAV-     980,062.6   (mgal)                       NAVD 88
 JZ1706
 JZ1706  VERT ORDER  -  SECOND    CLASS 0
 JZ1706
 JZ1706.The horizontal coordinates were scaled from a topographic map and have
 JZ1706.an estimated accuracy of +/- 6 seconds.
 JZ1706
 JZ1706.The orthometric height was determined by differential leveling
 JZ1706.and adjusted by the National Geodetic Survey in June 1991..
 JZ1706
 JZ1706.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1706.See file dsdata.txt to determine how the superseded data were derived.
 JZ1706
 JZ1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK380233(NAD 83)
 JZ1706_MARKER: DB = BENCH MARK DISK
 JZ1706_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1706_SP_SET: UNDERPASS
 JZ1706_STAMPING: F 251 1947
 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 = OCTOBER  6, 2006
 JZ1627 ***********************************************************************
 JZ1627  DESIGNATION -  F 252
 JZ1627  PID         -  JZ1627
 JZ1627  STATE/COUNTY-  IN/RUSH
 JZ1627  USGS QUAD   -  MAYS (1988)
 JZ1627
 JZ1627                         *CURRENT SURVEY CONTROL
 JZ1627  ___________________________________________________________________
 JZ1627* NAD 83(1986)-  39 42 41.     (N)    085 26 29.     (W)     SCALED    
 JZ1627* NAVD 88     -       302.517  (meters)     992.51   (feet)  ADJUSTED  
 JZ1627  ___________________________________________________________________
 JZ1627  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ1627  DYNAMIC HT  -         302.340 (meters)     991.93  (feet)  COMP
 JZ1627  MODELED GRAV-     980,034.3   (mgal)                       NAVD 88
 JZ1627
 JZ1627  VERT ORDER  -  SECOND    CLASS 0
 JZ1627
 JZ1627.The horizontal coordinates were scaled from a topographic map and have
 JZ1627.an estimated accuracy of +/- 6 seconds.
 JZ1627
 JZ1627.The orthometric height was determined by differential leveling
 JZ1627.and adjusted by the National Geodetic Survey in June 1991..
 JZ1627
 JZ1627.The geoid height was determined by GEOID03.
 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     -   495,500.      119,320.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1627.See file dsdata.txt to determine how the superseded data were derived.
 JZ1627
 JZ1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ336968(NAD 83)
 JZ1627_MARKER: DB = BENCH MARK DISK
 JZ1627_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1627_SP_SET: CULVERT
 JZ1627_STAMPING: F 252 1947
 JZ1627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1545 ***********************************************************************
 JZ1545  DESIGNATION -  F 253
 JZ1545  PID         -  JZ1545
 JZ1545  STATE/COUNTY-  IN/RUSH
 JZ1545  USGS QUAD   -  MAYS (1988)
 JZ1545
 JZ1545                         *CURRENT SURVEY CONTROL
 JZ1545  ___________________________________________________________________
 JZ1545* NAD 83(1986)-  39 42 00.     (N)    085 25 22.     (W)     SCALED    
 JZ1545* NAVD 88     -       305.410  (meters)    1002.00   (feet)  ADJUSTED  
 JZ1545  ___________________________________________________________________
 JZ1545  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ1545  DYNAMIC HT  -         305.230 (meters)    1001.41  (feet)  COMP
 JZ1545  MODELED GRAV-     980,031.8   (mgal)                       NAVD 88
 JZ1545
 JZ1545  VERT ORDER  -  SECOND    CLASS 0
 JZ1545
 JZ1545.The horizontal coordinates were scaled from a topographic map and have
 JZ1545.an estimated accuracy of +/- 6 seconds.
 JZ1545
 JZ1545.The orthometric height was determined by differential leveling
 JZ1545.and adjusted by the National Geodetic Survey in June 1991..
 JZ1545
 JZ1545.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1545.See file dsdata.txt to determine how the superseded data were derived.
 JZ1545
 JZ1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ352956(NAD 83)
 JZ1545_MARKER: DB = BENCH MARK DISK
 JZ1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1545_STAMPING: F 253 1947
 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 = OCTOBER  6, 2006
 JZ1526 ***********************************************************************
 JZ1526  DESIGNATION -  F 254
 JZ1526  PID         -  JZ1526
 JZ1526  STATE/COUNTY-  IN/WAYNE
 JZ1526  USGS QUAD   -  CAMBRIDGE CITY (1981)
 JZ1526
 JZ1526                         *CURRENT SURVEY CONTROL
 JZ1526  ___________________________________________________________________
 JZ1526* NAD 83(1986)-  39 48 45.     (N)    085 12 29.     (W)     SCALED    
 JZ1526* NAVD 88     -       319.909  (meters)    1049.57   (feet)  ADJUSTED  
 JZ1526  ___________________________________________________________________
 JZ1526  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JZ1526  DYNAMIC HT  -         319.724 (meters)    1048.96  (feet)  COMP
 JZ1526  MODELED GRAV-     980,040.0   (mgal)                       NAVD 88
 JZ1526
 JZ1526  VERT ORDER  -  SECOND    CLASS 0
 JZ1526
 JZ1526.The horizontal coordinates were scaled from a topographic map and have
 JZ1526.an estimated accuracy of +/- 6 seconds.
 JZ1526
 JZ1526.The orthometric height was determined by differential leveling
 JZ1526.and adjusted by the National Geodetic Survey in June 1991..
 JZ1526
 JZ1526.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1526.See file dsdata.txt to determine how the superseded data were derived.
 JZ1526
 JZ1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK533084(NAD 83)
 JZ1526_MARKER: DB = BENCH MARK DISK
 JZ1526_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1526_SP_SET: WATER TOWER CONCRETE BASE
 JZ1526_STAMPING: F 254 1947
 JZ1526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1526
 JZ1526  HISTORY     - Date     Condition        Report By
 JZ1526  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1583 ***********************************************************************
 JZ1583  DESIGNATION -  F 255
 JZ1583  PID         -  JZ1583
 JZ1583  STATE/COUNTY-  IN/WAYNE
 JZ1583  USGS QUAD   -  JACKSONBURG (1981)
 JZ1583
 JZ1583                         *CURRENT SURVEY CONTROL
 JZ1583  ___________________________________________________________________
 JZ1583* NAD 83(1986)-  39 48 20.     (N)    085 03 06.     (W)     SCALED    
 JZ1583* NAVD 88     -       329.014  (meters)    1079.44   (feet)  ADJUSTED  
 JZ1583  ___________________________________________________________________
 JZ1583  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JZ1583  DYNAMIC HT  -         328.822 (meters)    1078.81  (feet)  COMP
 JZ1583  MODELED GRAV-     980,033.8   (mgal)                       NAVD 88
 JZ1583
 JZ1583  VERT ORDER  -  SECOND    CLASS 0
 JZ1583
 JZ1583.The horizontal coordinates were scaled from a topographic map and have
 JZ1583.an estimated accuracy of +/- 6 seconds.
 JZ1583
 JZ1583.The orthometric height was determined by differential leveling
 JZ1583.and adjusted by the National Geodetic Survey in June 1991..
 JZ1583
 JZ1583.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1583.See file dsdata.txt to determine how the superseded data were derived.
 JZ1583
 JZ1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK667079(NAD 83)
 JZ1583_MARKER: DB = BENCH MARK DISK
 JZ1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1583_STAMPING: F 255 1947
 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 = OCTOBER  6, 2006
 JZ1735 ***********************************************************************
 JZ1735  DESIGNATION -  F 257
 JZ1735  PID         -  JZ1735
 JZ1735  STATE/COUNTY-  IN/RUSH
 JZ1735  USGS QUAD   -  RUSHVILLE (1994)
 JZ1735
 JZ1735                         *CURRENT SURVEY CONTROL
 JZ1735  ___________________________________________________________________
 JZ1735* NAD 83(1986)-  39 36 13.     (N)    085 26 37.     (W)     SCALED    
 JZ1735* NAVD 88     -       293.648  (meters)     963.41   (feet)  ADJUSTED  
 JZ1735  ___________________________________________________________________
 JZ1735  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ1735  DYNAMIC HT  -         293.473 (meters)     962.84  (feet)  COMP
 JZ1735  MODELED GRAV-     980,020.1   (mgal)                       NAVD 88
 JZ1735
 JZ1735  VERT ORDER  -  SECOND    CLASS 0
 JZ1735
 JZ1735.The horizontal coordinates were scaled from a topographic map and have
 JZ1735.an estimated accuracy of +/- 6 seconds.
 JZ1735
 JZ1735.The orthometric height was determined by differential leveling
 JZ1735.and adjusted by the National Geodetic Survey in June 1991..
 JZ1735
 JZ1735.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1735.See file dsdata.txt to determine how the superseded data were derived.
 JZ1735
 JZ1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ336849(NAD 83)
 JZ1735_MARKER: DB = BENCH MARK DISK
 JZ1735_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1735_SP_SET: BRIDGE
 JZ1735_STAMPING: F 257 1947
 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 = OCTOBER  6, 2006
 JZ3549 ***********************************************************************
 JZ3549  DESIGNATION -  F 257 RESET
 JZ3549  PID         -  JZ3549
 JZ3549  STATE/COUNTY-  IN/RUSH
 JZ3549  USGS QUAD   -  RUSHVILLE (1994)
 JZ3549
 JZ3549                         *CURRENT SURVEY CONTROL
 JZ3549  ___________________________________________________________________
 JZ3549* NAD 83(1986)-  39 36 13.     (N)    085 26 37.     (W)     SCALED    
 JZ3549* NAVD 88     -       291.53   (meters)     956.5    (feet)  RESET     
 JZ3549  ___________________________________________________________________
 JZ3549  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ3549
 JZ3549  VERT ORDER  -  THIRD
 JZ3549
 JZ3549.The horizontal coordinates were scaled from a topographic map and have
 JZ3549.an estimated accuracy of +/- 6 seconds.
 JZ3549
 JZ3549.The orthometric height was computed from unverified reset data.
 JZ3549
 JZ3549.The geoid height was determined by GEOID03.
 JZ3549
 JZ3549;                    North         East    Units  Estimated Accuracy
 JZ3549;SPC IN E     -   483,530.      119,160.      MT  (+/- 180 meters Scaled)
 JZ3549
 JZ3549                          SUPERSEDED SURVEY CONTROL
 JZ3549
 JZ3549  NGVD 29 (04/16/04)  291.65   (m)          956.9    (f) RESET       3  
 JZ3549
 JZ3549.Superseded values are not recommended for survey control.
 JZ3549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3549.See file dsdata.txt to determine how the superseded data were derived.
 JZ3549
 JZ3549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ336849(NAD 83)
 JZ3549_MARKER: DB = BENCH MARK DISK
 JZ3549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3549_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 JZ1940 ***********************************************************************
 JZ1940  DESIGNATION -  F 258
 JZ1940  PID         -  JZ1940
 JZ1940  STATE/COUNTY-  IN/DECATUR
 JZ1940  USGS QUAD   -  MILROY (1993)
 JZ1940
 JZ1940                         *CURRENT SURVEY CONTROL
 JZ1940  ___________________________________________________________________
 JZ1940* NAD 83(1986)-  39 25 30.     (N)    085 27 53.     (W)     SCALED    
 JZ1940* NAVD 88     -       291.846  (meters)     957.50   (feet)  ADJUSTED  
 JZ1940  ___________________________________________________________________
 JZ1940  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ1940  DYNAMIC HT  -         291.666 (meters)     956.91  (feet)  COMP
 JZ1940  MODELED GRAV-     980,001.3   (mgal)                       NAVD 88
 JZ1940
 JZ1940  VERT ORDER  -  SECOND    CLASS 0
 JZ1940
 JZ1940.The horizontal coordinates were scaled from a topographic map and have
 JZ1940.an estimated accuracy of +/- 6 seconds.
 JZ1940
 JZ1940.The orthometric height was determined by differential leveling
 JZ1940.and adjusted by the National Geodetic Survey in June 1991..
 JZ1940
 JZ1940.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1940.See file dsdata.txt to determine how the superseded data were derived.
 JZ1940
 JZ1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ321650(NAD 83)
 JZ1940_MARKER: DB = BENCH MARK DISK
 JZ1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1940_STAMPING: F 258 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1972 ***********************************************************************
 JZ1972  DESIGNATION -  F 259
 JZ1972  PID         -  JZ1972
 JZ1972  STATE/COUNTY-  IN/DECATUR
 JZ1972  USGS QUAD   -  CLARKSBURG (1993)
 JZ1972
 JZ1972                         *CURRENT SURVEY CONTROL
 JZ1972  ___________________________________________________________________
 JZ1972* NAD 83(1986)-  39 25 08.     (N)    085 20 52.     (W)     SCALED    
 JZ1972* NAVD 88     -       325.122  (meters)    1066.67   (feet)  ADJUSTED  
 JZ1972  ___________________________________________________________________
 JZ1972  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ1972  DYNAMIC HT  -         324.921 (meters)    1066.01  (feet)  COMP
 JZ1972  MODELED GRAV-     980,001.0   (mgal)                       NAVD 88
 JZ1972
 JZ1972  VERT ORDER  -  SECOND    CLASS 0
 JZ1972
 JZ1972.The horizontal coordinates were scaled from a topographic map and have
 JZ1972.an estimated accuracy of +/- 6 seconds.
 JZ1972
 JZ1972.The orthometric height was determined by differential leveling
 JZ1972.and adjusted by the National Geodetic Survey in June 1991..
 JZ1972
 JZ1972.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1972.See file dsdata.txt to determine how the superseded data were derived.
 JZ1972
 JZ1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ422645(NAD 83)
 JZ1972_MARKER: DB = BENCH MARK DISK
 JZ1972_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1972_SP_SET: GATE POST
 JZ1972_STAMPING: F 259 1947
 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 = OCTOBER  6, 2006
 LB0066 ***********************************************************************
 LB0066  DESIGNATION -  F 26
 LB0066  PID         -  LB0066
 LB0066  STATE/COUNTY-  IN/CASS
 LB0066  USGS QUAD   -  ANOKA (1980)
 LB0066
 LB0066                         *CURRENT SURVEY CONTROL
 LB0066  ___________________________________________________________________
 LB0066* NAD 83(1986)-  40 43 19.     (N)    086 16 54.     (W)     SCALED    
 LB0066* NAVD 88     -       216.371  (meters)     709.88   (feet)  ADJUSTED  
 LB0066  ___________________________________________________________________
 LB0066  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 LB0066  DYNAMIC HT  -         216.267 (meters)     709.54  (feet)  COMP
 LB0066  MODELED GRAV-     980,138.0   (mgal)                       NAVD 88
 LB0066
 LB0066  VERT ORDER  -  SECOND    CLASS 0
 LB0066
 LB0066.The horizontal coordinates were scaled from a topographic map and have
 LB0066.an estimated accuracy of +/- 6 seconds.
 LB0066
 LB0066.The orthometric height was determined by differential leveling
 LB0066.and adjusted by the National Geodetic Survey in June 1991..
 LB0066
 LB0066.The geoid height was determined by GEOID03.
 LB0066
 LB0066.The dynamic height is computed by dividing the NAVD 88
 LB0066.geopotential number by the normal gravity value computed on the
 LB0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0066.degrees latitude (g = 980.6199 gals.).
 LB0066
 LB0066.The modeled gravity was interpolated from observed gravity values.
 LB0066
 LB0066;                    North         East    Units  Estimated Accuracy
 LB0066;SPC IN E     -   607,860.       48,040.      MT  (+/- 180 meters Scaled)
 LB0066
 LB0066                          SUPERSEDED SURVEY CONTROL
 LB0066
 LB0066  NGVD 29 (??/??/92)  216.483  (m)          710.24   (f) ADJ UNCH    2 0
 LB0066
 LB0066.Superseded values are not recommended for survey control.
 LB0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0066.See file dsdata.txt to determine how the superseded data were derived.
 LB0066
 LB0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL606081(NAD 83)
 LB0066_MARKER: DB = BENCH MARK DISK
 LB0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0066_STAMPING: F 26 1934
 LB0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0066+STABILITY: SURFACE MOTION
 LB0066
 LB0066  HISTORY     - Date     Condition        Report By
 LB0066  HISTORY     - 1934     MONUMENTED       CGS
 LB0066  HISTORY     - 1969     GOOD             NGS
 LB0066
 LB0066                          STATION DESCRIPTION
 LB0066
 LB0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LB0066'4.8 MI NW FROM WALTON.
 LB0066'4.8 MILES NORHTWEST ALONG THE CHICAGO-CINCINNATI LINE OF THE
 LB0066'PENNSYLVANIA RAILROAD FROM THE STATION AT WALTON, CASS COUNTY,
 LB0066'0.4 MILE SOUTHEAST OF ANOKA JUNCTION, 27 RAILS SOUTHEAST OF
 LB0066'MILEPOST C 177, IN THE EAST ANGLE OF A GRAVEL-ROAD CROSSING,
 LB0066'50 YARDS SOUTHWEST OFF THE ANOKA GENERAL STORE, 9 YARDS SOUTHEAST
 LB0066'OF THE CENTERLINE OF THE ROAD, 5-1/2 YARDS NORTHEAST OF THE
 LB0066'NORTHEAST RAIL, AND 1 YARD SOUTHWEST OF A FENCE LINE.  A STANDARD
 LB0066'DISK, STAMPED F 26 1934 AND SET IN THE TOP OF A CONCRETE POST
 LB0066'PROJECTING 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0292 ***********************************************************************
 MD0292  DESIGNATION -  F 26 ALLEN
 MD0292  PID         -  MD0292
 MD0292  STATE/COUNTY-  IN/ALLEN
 MD0292  USGS QUAD   -  WOODBURN NORTH (1994)
 MD0292
 MD0292                         *CURRENT SURVEY CONTROL
 MD0292  ___________________________________________________________________
 MD0292* NAD 83(1986)-  41 09 22.     (N)    084 49 48.     (W)     SCALED    
 MD0292* NAVD 88     -       228.024  (meters)     748.11   (feet)  ADJUSTED  
 MD0292  ___________________________________________________________________
 MD0292  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MD0292  DYNAMIC HT  -         227.932 (meters)     747.81  (feet)  COMP
 MD0292  MODELED GRAV-     980,215.3   (mgal)                       NAVD 88
 MD0292
 MD0292  VERT ORDER  -  SECOND    CLASS 0
 MD0292
 MD0292.The horizontal coordinates were scaled from a topographic map and have
 MD0292.an estimated accuracy of +/- 6 seconds.
 MD0292
 MD0292.The orthometric height was determined by differential leveling
 MD0292.and adjusted by the National Geodetic Survey in June 1991..
 MD0292
 MD0292.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0292.See file dsdata.txt to determine how the superseded data were derived.
 MD0292
 MD0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL820583(NAD 83)
 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       CGS
 MD0292  HISTORY     - 1968     GOOD             NGS
 MD0292
 MD0292                          STATION DESCRIPTION
 MD0292
 MD0292'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1961 ***********************************************************************
 JZ1961  DESIGNATION -  F 260
 JZ1961  PID         -  JZ1961
 JZ1961  STATE/COUNTY-  IN/FRANKLIN
 JZ1961  USGS QUAD   -  CLARKSBURG (1993)
 JZ1961
 JZ1961                         *CURRENT SURVEY CONTROL
 JZ1961  ___________________________________________________________________
 JZ1961* NAD 83(1986)-  39 26 18.     (N)    085 16 27.     (W)     SCALED    
 JZ1961* NAVD 88     -       305.314  (meters)    1001.68   (feet)  ADJUSTED  
 JZ1961  ___________________________________________________________________
 JZ1961  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ1961  DYNAMIC HT  -         305.127 (meters)    1001.07  (feet)  COMP
 JZ1961  MODELED GRAV-     980,005.0   (mgal)                       NAVD 88
 JZ1961
 JZ1961  VERT ORDER  -  SECOND    CLASS 0
 JZ1961
 JZ1961.The horizontal coordinates were scaled from a topographic map and have
 JZ1961.an estimated accuracy of +/- 6 seconds.
 JZ1961
 JZ1961.The orthometric height was determined by differential leveling
 JZ1961.and adjusted by the National Geodetic Survey in June 1991..
 JZ1961
 JZ1961.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1961.See file dsdata.txt to determine how the superseded data were derived.
 JZ1961
 JZ1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ485668(NAD 83)
 JZ1961_MARKER: DB = BENCH MARK DISK
 JZ1961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1961_STAMPING: F 260 1947
 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 = OCTOBER  6, 2006
 JZ1772 ***********************************************************************
 JZ1772  DESIGNATION -  F 261
 JZ1772  PID         -  JZ1772
 JZ1772  STATE/COUNTY-  IN/FRANKLIN
 JZ1772  USGS QUAD   -  ALPINE (1994)
 JZ1772
 JZ1772                         *CURRENT SURVEY CONTROL
 JZ1772  ___________________________________________________________________
 JZ1772* NAD 83(1986)-  39 31 04.     (N)    085 10 41.     (W)     SCALED    
 JZ1772* NAVD 88     -       224.478  (meters)     736.47   (feet)  ADJUSTED  
 JZ1772  ___________________________________________________________________
 JZ1772  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ1772  DYNAMIC HT  -         224.341 (meters)     736.03  (feet)  COMP
 JZ1772  MODELED GRAV-     980,008.5   (mgal)                       NAVD 88
 JZ1772
 JZ1772  VERT ORDER  -  SECOND    CLASS 0
 JZ1772
 JZ1772.The horizontal coordinates were scaled from a topographic map and have
 JZ1772.an estimated accuracy of +/- 6 seconds.
 JZ1772
 JZ1772.The orthometric height was determined by differential leveling
 JZ1772.and adjusted by the National Geodetic Survey in June 1991..
 JZ1772
 JZ1772.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1772.See file dsdata.txt to determine how the superseded data were derived.
 JZ1772
 JZ1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ566758(NAD 83)
 JZ1772_MARKER: DR = REFERENCE MARK DISK
 JZ1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1772_STAMPING: F 261 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2043 ***********************************************************************
 JZ2043  DESIGNATION -  F 262
 JZ2043  PID         -  JZ2043
 JZ2043  STATE/COUNTY-  IN/FRANKLIN
 JZ2043  USGS QUAD   -  BROOKVILLE (1993)
 JZ2043
 JZ2043                         *CURRENT SURVEY CONTROL
 JZ2043  ___________________________________________________________________
 JZ2043* NAD 83(1986)-  39 26 35.     (N)    085 04 42.     (W)     SCALED    
 JZ2043* NAVD 88     -       199.355  (meters)     654.05   (feet)  ADJUSTED  
 JZ2043  ___________________________________________________________________
 JZ2043  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JZ2043  DYNAMIC HT  -         199.231 (meters)     653.64  (feet)  COMP
 JZ2043  MODELED GRAV-     980,004.4   (mgal)                       NAVD 88
 JZ2043
 JZ2043  VERT ORDER  -  SECOND    CLASS 0
 JZ2043
 JZ2043.The horizontal coordinates were scaled from a topographic map and have
 JZ2043.an estimated accuracy of +/- 6 seconds.
 JZ2043
 JZ2043.The orthometric height was determined by differential leveling
 JZ2043.and adjusted by the National Geodetic Survey in June 1991..
 JZ2043
 JZ2043.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2043.See file dsdata.txt to determine how the superseded data were derived.
 JZ2043
 JZ2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ653677(NAD 83)
 JZ2043_MARKER: DB = BENCH MARK DISK
 JZ2043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2043_SP_SET: CULVERT
 JZ2043_STAMPING: F 262 1947
 JZ2043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1792 ***********************************************************************
 JZ1792  DESIGNATION -  F 263
 JZ1792  PID         -  JZ1792
 JZ1792  STATE/COUNTY-  IN/UNION
 JZ1792  USGS QUAD   -  EVERTON (1993)
 JZ1792
 JZ1792                         *CURRENT SURVEY CONTROL
 JZ1792  ___________________________________________________________________
 JZ1792* NAD 83(1986)-  39 32 11.     (N)    085 00 13.     (W)     SCALED    
 JZ1792* NAVD 88     -       225.708  (meters)     740.51   (feet)  ADJUSTED  
 JZ1792  ___________________________________________________________________
 JZ1792  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JZ1792  DYNAMIC HT  -         225.574 (meters)     740.07  (feet)  COMP
 JZ1792  MODELED GRAV-     980,028.0   (mgal)                       NAVD 88
 JZ1792
 JZ1792  VERT ORDER  -  SECOND    CLASS 0
 JZ1792
 JZ1792.The horizontal coordinates were scaled from a topographic map and have
 JZ1792.an estimated accuracy of +/- 6 seconds.
 JZ1792
 JZ1792.The orthometric height was determined by differential leveling
 JZ1792.and adjusted by the National Geodetic Survey in June 1991..
 JZ1792
 JZ1792.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1792.See file dsdata.txt to determine how the superseded data were derived.
 JZ1792
 JZ1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ715782(NAD 83)
 JZ1792_MARKER: DB = BENCH MARK DISK
 JZ1792_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1792_SP_SET: BRIDGE
 JZ1792_STAMPING: F 263 1947
 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 = OCTOBER  6, 2006
 JZ2056 ***********************************************************************
 JZ2056  DESIGNATION -  F 264
 JZ2056  PID         -  JZ2056
 JZ2056  STATE/COUNTY-  IN/DEARBORN
 JZ2056  USGS QUAD   -  SPADES (1993)
 JZ2056
 JZ2056                         *CURRENT SURVEY CONTROL
 JZ2056  ___________________________________________________________________
 JZ2056* NAD 83(1986)-  39 16 40.     (N)    085 01 40.     (W)     SCALED    
 JZ2056* NAVD 88     -       300.077  (meters)     984.50   (feet)  ADJUSTED  
 JZ2056  ___________________________________________________________________
 JZ2056  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JZ2056  DYNAMIC HT  -         299.889 (meters)     983.89  (feet)  COMP
 JZ2056  MODELED GRAV-     979,993.1   (mgal)                       NAVD 88
 JZ2056
 JZ2056  VERT ORDER  -  SECOND    CLASS 0
 JZ2056
 JZ2056.The horizontal coordinates were scaled from a topographic map and have
 JZ2056.an estimated accuracy of +/- 6 seconds.
 JZ2056
 JZ2056.The orthometric height was determined by differential leveling
 JZ2056.and adjusted by the National Geodetic Survey in June 1991..
 JZ2056
 JZ2056.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2056.See file dsdata.txt to determine how the superseded data were derived.
 JZ2056
 JZ2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ701494(NAD 83)
 JZ2056_MARKER: DB = BENCH MARK DISK
 JZ2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2056_STAMPING: F 264 1947
 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 = OCTOBER  6, 2006
 JZ2035 ***********************************************************************
 JZ2035  DESIGNATION -  F 265
 JZ2035  PID         -  JZ2035
 JZ2035  STATE/COUNTY-  IN/FRANKLIN
 JZ2035  USGS QUAD   -  BROOKVILLE (1993)
 JZ2035
 JZ2035                         *CURRENT SURVEY CONTROL
 JZ2035  ___________________________________________________________________
 JZ2035* NAD 83(1986)-  39 24 57.     (N)    085 04 36.     (W)     SCALED    
 JZ2035* NAVD 88     -       227.211  (meters)     745.44   (feet)  ADJUSTED  
 JZ2035  ___________________________________________________________________
 JZ2035  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JZ2035  DYNAMIC HT  -         227.070 (meters)     744.98  (feet)  COMP
 JZ2035  MODELED GRAV-     980,004.5   (mgal)                       NAVD 88
 JZ2035
 JZ2035  VERT ORDER  -  SECOND    CLASS 0
 JZ2035
 JZ2035.The horizontal coordinates were scaled from a topographic map and have
 JZ2035.an estimated accuracy of +/- 6 seconds.
 JZ2035
 JZ2035.The orthometric height was determined by differential leveling
 JZ2035.and adjusted by the National Geodetic Survey in June 1991..
 JZ2035
 JZ2035.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2035.See file dsdata.txt to determine how the superseded data were derived.
 JZ2035
 JZ2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ655646(NAD 83)
 JZ2035_MARKER: DB = BENCH MARK DISK
 JZ2035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2035_SP_SET: BRIDGE
 JZ2035_STAMPING: F 265 1947
 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 = OCTOBER  6, 2006
 JZ2135 ***********************************************************************
 JZ2135  DESIGNATION -  F 266
 JZ2135  PID         -  JZ2135
 JZ2135  STATE/COUNTY-  IN/DECATUR
 JZ2135  USGS QUAD   -  ADAMS (1993)
 JZ2135
 JZ2135                         *CURRENT SURVEY CONTROL
 JZ2135  ___________________________________________________________________
 JZ2135* NAD 83(1986)-  39 23 32.     (N)    085 34 40.     (W)     SCALED    
 JZ2135* NAVD 88     -       268.002  (meters)     879.27   (feet)  ADJUSTED  
 JZ2135  ___________________________________________________________________
 JZ2135  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ2135  DYNAMIC HT  -         267.837 (meters)     878.73  (feet)  COMP
 JZ2135  MODELED GRAV-     980,004.9   (mgal)                       NAVD 88
 JZ2135
 JZ2135  VERT ORDER  -  FIRST     CLASS II
 JZ2135
 JZ2135.The horizontal coordinates were scaled from a topographic map and have
 JZ2135.an estimated accuracy of +/- 6 seconds.
 JZ2135
 JZ2135.The orthometric height was determined by differential leveling
 JZ2135.and adjusted by the National Geodetic Survey in June 1991..
 JZ2135
 JZ2135.The geoid height was determined by GEOID03.
 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     -   460,040.      107,660.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2135.See file dsdata.txt to determine how the superseded data were derived.
 JZ2135
 JZ2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ224612(NAD 83)
 JZ2135_MARKER: DB = BENCH MARK DISK
 JZ2135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2135_SP_SET: CONCRETE POST
 JZ2135_STAMPING: F 266 1947
 JZ2135_MARK LOGO: CGS   
 JZ2135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2135+STABILITY: SURFACE MOTION
 JZ2135
 JZ2135  HISTORY     - Date     Condition        Report By
 JZ2135  HISTORY     - 1947     MONUMENTED       CGS
 JZ2135  HISTORY     - 1986     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2189 ***********************************************************************
 JZ2189  DESIGNATION -  F 267
 JZ2189  PID         -  JZ2189
 JZ2189  STATE/COUNTY-  IN/DECATUR
 JZ2189  USGS QUAD   -  WESTPORT (1994)
 JZ2189
 JZ2189                         *CURRENT SURVEY CONTROL
 JZ2189  ___________________________________________________________________
 JZ2189* NAD 83(1986)-  39 14 57.     (N)    085 33 56.     (W)     SCALED    
 JZ2189* NAVD 88     -       267.394  (meters)     877.28   (feet)  ADJUSTED  
 JZ2189  ___________________________________________________________________
 JZ2189  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ2189  DYNAMIC HT  -         267.226 (meters)     876.72  (feet)  COMP
 JZ2189  MODELED GRAV-     979,992.0   (mgal)                       NAVD 88
 JZ2189
 JZ2189  VERT ORDER  -  SECOND    CLASS 0
 JZ2189
 JZ2189.The horizontal coordinates were scaled from a topographic map and have
 JZ2189.an estimated accuracy of +/- 6 seconds.
 JZ2189
 JZ2189.The orthometric height was determined by differential leveling
 JZ2189.and adjusted by the National Geodetic Survey in June 1991..
 JZ2189
 JZ2189.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2189.See file dsdata.txt to determine how the superseded data were derived.
 JZ2189
 JZ2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ237454(NAD 83)
 JZ2189_MARKER: DB = BENCH MARK DISK
 JZ2189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2189_STAMPING: F 267 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2229 ***********************************************************************
 JZ2229  DESIGNATION -  F 268
 JZ2229  PID         -  JZ2229
 JZ2229  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2229  USGS QUAD   -  ELIZABETHTOWN (1993)
 JZ2229
 JZ2229                         *CURRENT SURVEY CONTROL
 JZ2229  ___________________________________________________________________
 JZ2229* NAD 83(1986)-  39 13 31.     (N)    085 46 16.     (W)     SCALED    
 JZ2229* NAVD 88     -       205.830  (meters)     675.29   (feet)  ADJUSTED  
 JZ2229  ___________________________________________________________________
 JZ2229  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ2229  DYNAMIC HT  -         205.703 (meters)     674.88  (feet)  COMP
 JZ2229  MODELED GRAV-     980,004.9   (mgal)                       NAVD 88
 JZ2229
 JZ2229  VERT ORDER  -  SECOND    CLASS 0
 JZ2229
 JZ2229.The horizontal coordinates were scaled from a topographic map and have
 JZ2229.an estimated accuracy of +/- 6 seconds.
 JZ2229
 JZ2229.The orthometric height was determined by differential leveling
 JZ2229.and adjusted by the National Geodetic Survey in June 1991..
 JZ2229
 JZ2229.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2229.See file dsdata.txt to determine how the superseded data were derived.
 JZ2229
 JZ2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ060424(NAD 83)
 JZ2229_MARKER: DB = BENCH MARK DISK
 JZ2229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2229_STAMPING: F 268 1947
 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 = OCTOBER  6, 2006
 JZ1263 ***********************************************************************
 JZ1263  DESIGNATION -  F 269
 JZ1263  PID         -  JZ1263
 JZ1263  STATE/COUNTY-  IN/FRANKLIN
 JZ1263  USGS QUAD   -  NEW FAIRFIELD (1994)
 JZ1263
 JZ1263                         *CURRENT SURVEY CONTROL
 JZ1263  ___________________________________________________________________
 JZ1263* NAD 83(1986)-  39 30 36.     (N)    084 55 27.     (W)     SCALED    
 JZ1263* NAVD 88     -       308.568  (meters)    1012.36   (feet)  ADJUSTED  
 JZ1263  ___________________________________________________________________
 JZ1263  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 JZ1263  DYNAMIC HT  -         308.387 (meters)    1011.77  (feet)  COMP
 JZ1263  MODELED GRAV-     980,031.2   (mgal)                       NAVD 88
 JZ1263
 JZ1263  VERT ORDER  -  SECOND    CLASS 0
 JZ1263
 JZ1263.The horizontal coordinates were scaled from a topographic map and have
 JZ1263.an estimated accuracy of +/- 6 seconds.
 JZ1263
 JZ1263.The orthometric height was determined by differential leveling
 JZ1263.and adjusted by the National Geodetic Survey in June 1991..
 JZ1263
 JZ1263.The geoid height was determined by GEOID03.
 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     -   473,380.      163,850.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1263.See file dsdata.txt to determine how the superseded data were derived.
 JZ1263
 JZ1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ784754(NAD 83)
 JZ1263_MARKER: DB = BENCH MARK DISK
 JZ1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1263_STAMPING: F 269 1947
 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 - September 30, 2005
 JZ1263
 JZ1263  HISTORY     - Date     Condition        Report By
 JZ1263  HISTORY     - 1947     MONUMENTED       CGS
 JZ1263  HISTORY     - 20050930 GOOD             GEOCAC
 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'N 39 30.600, W 84 55.429 (CONSUMER-GRADE GPS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0428 ***********************************************************************
 LB0428  DESIGNATION -  F 27
 LB0428  PID         -  LB0428
 LB0428  STATE/COUNTY-  IN/HOWARD
 LB0428  USGS QUAD   -  KOKOMO WEST (1992)
 LB0428
 LB0428                         *CURRENT SURVEY CONTROL
 LB0428  ___________________________________________________________________
 LB0428* NAD 83(1986)-  40 26 47.     (N)    086 12 02.     (W)     SCALED    
 LB0428* NAVD 88     -       249.744  (meters)     819.37   (feet)  ADJUSTED  
 LB0428  ___________________________________________________________________
 LB0428  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LB0428  DYNAMIC HT  -         249.613 (meters)     818.94  (feet)  COMP
 LB0428  MODELED GRAV-     980,095.4   (mgal)                       NAVD 88
 LB0428
 LB0428  VERT ORDER  -  SECOND    CLASS 0
 LB0428
 LB0428.The horizontal coordinates were scaled from a topographic map and have
 LB0428.an estimated accuracy of +/- 6 seconds.
 LB0428
 LB0428.The orthometric height was determined by differential leveling
 LB0428.and adjusted by the National Geodetic Survey in June 1991..
 LB0428
 LB0428.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0428.See file dsdata.txt to determine how the superseded data were derived.
 LB0428
 LB0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK677776(NAD 83)
 LB0428_MARKER: DB = BENCH MARK DISK
 LB0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0428_STAMPING: F 27 1934
 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 = OCTOBER  6, 2006
 JZ2166 ***********************************************************************
 JZ2166  DESIGNATION -  F 270
 JZ2166  PID         -  JZ2166
 JZ2166  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2166  USGS QUAD   -  GRAMMER (1993)
 JZ2166
 JZ2166                         *CURRENT SURVEY CONTROL
 JZ2166  ___________________________________________________________________
 JZ2166* NAD 83(1986)-  39 10 25.     (N)    085 43 29.     (W)     SCALED    
 JZ2166* NAVD 88     -       217.300  (meters)     712.93   (feet)  ADJUSTED  
 JZ2166  ___________________________________________________________________
 JZ2166  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ2166  DYNAMIC HT  -         217.164 (meters)     712.48  (feet)  COMP
 JZ2166  MODELED GRAV-     979,999.5   (mgal)                       NAVD 88
 JZ2166
 JZ2166  VERT ORDER  -  SECOND    CLASS 0
 JZ2166
 JZ2166.The horizontal coordinates were scaled from a topographic map and have
 JZ2166.an estimated accuracy of +/- 6 seconds.
 JZ2166
 JZ2166.The orthometric height was determined by differential leveling
 JZ2166.and adjusted by the National Geodetic Survey in June 1991..
 JZ2166
 JZ2166.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2166.See file dsdata.txt to determine how the superseded data were derived.
 JZ2166
 JZ2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ101368(NAD 83)
 JZ2166_MARKER: DB = BENCH MARK DISK
 JZ2166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2166_STAMPING: F 270 1947
 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 = OCTOBER  6, 2006
 JZ2217 ***********************************************************************
 JZ2217  DESIGNATION -  F 271
 JZ2217  PID         -  JZ2217
 JZ2217  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2217  USGS QUAD   -  COLUMBUS (1993)
 JZ2217
 JZ2217                         *CURRENT SURVEY CONTROL
 JZ2217  ___________________________________________________________________
 JZ2217* NAD 83(1986)-  39 10 17.     (N)    085 55 46.     (W)     SCALED    
 JZ2217* NAVD 88     -       188.061  (meters)     617.00   (feet)  ADJUSTED  
 JZ2217  ___________________________________________________________________
 JZ2217  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JZ2217  DYNAMIC HT  -         187.946 (meters)     616.62  (feet)  COMP
 JZ2217  MODELED GRAV-     980,009.6   (mgal)                       NAVD 88
 JZ2217
 JZ2217  VERT ORDER  -  SECOND    CLASS 0
 JZ2217
 JZ2217.The horizontal coordinates were scaled from a topographic map and have
 JZ2217.an estimated accuracy of +/- 6 seconds.
 JZ2217
 JZ2217.The orthometric height was determined by differential leveling
 JZ2217.and adjusted by the National Geodetic Survey in June 1991..
 JZ2217
 JZ2217.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2217.See file dsdata.txt to determine how the superseded data were derived.
 JZ2217
 JZ2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ924363(NAD 83)
 JZ2217_MARKER: DB = BENCH MARK DISK
 JZ2217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2217_STAMPING: F 271 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1838 ***********************************************************************
 JZ1838  DESIGNATION -  F 272
 JZ1838  PID         -  JZ1838
 JZ1838  STATE/COUNTY-  IN/DECATUR
 JZ1838  USGS QUAD   -  GREENSBURG (1993)
 JZ1838
 JZ1838                         *CURRENT SURVEY CONTROL
 JZ1838  ___________________________________________________________________
 JZ1838* NAD 83(1986)-  39 19 08.     (N)    085 23 44.     (W)     SCALED    
 JZ1838* NAVD 88     -       302.156  (meters)     991.32   (feet)  ADJUSTED  
 JZ1838  ___________________________________________________________________
 JZ1838  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ1838  DYNAMIC HT  -         301.966 (meters)     990.70  (feet)  COMP
 JZ1838  MODELED GRAV-     979,990.8   (mgal)                       NAVD 88
 JZ1838
 JZ1838  VERT ORDER  -  FIRST     CLASS II
 JZ1838
 JZ1838.The horizontal coordinates were scaled from a topographic map and have
 JZ1838.an estimated accuracy of +/- 6 seconds.
 JZ1838
 JZ1838.The orthometric height was determined by differential leveling
 JZ1838.and adjusted by the National Geodetic Survey in June 1991..
 JZ1838
 JZ1838.The geoid height was determined by GEOID03.
 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     -   451,930.      123,380.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1838.See file dsdata.txt to determine how the superseded data were derived.
 JZ1838
 JZ1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ383533(NAD 83)
 JZ1838_MARKER: DB = BENCH MARK DISK
 JZ1838_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1838_SP_SET: BRIDGE
 JZ1838_STAMPING: F 272 1947
 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 = OCTOBER  6, 2006
 JZ0551 ***********************************************************************
 JZ0551  DESIGNATION -  F 273
 JZ0551  PID         -  JZ0551
 JZ0551  STATE/COUNTY-  IN/DEARBORN
 JZ0551  USGS QUAD   -  GUILFORD (1983)
 JZ0551
 JZ0551                         *CURRENT SURVEY CONTROL
 JZ0551  ___________________________________________________________________
 JZ0551* NAD 83(1986)-  39 09 54.     (N)    084 55 29.     (W)     SCALED    
 JZ0551* NAVD 88     -       167.468  (meters)     549.43   (feet)  ADJUSTED  
 JZ0551  ___________________________________________________________________
 JZ0551  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ0551  DYNAMIC HT  -         167.365 (meters)     549.10  (feet)  COMP
 JZ0551  MODELED GRAV-     980,009.5   (mgal)                       NAVD 88
 JZ0551
 JZ0551  VERT ORDER  -  FIRST     CLASS II
 JZ0551
 JZ0551.The horizontal coordinates were scaled from a topographic map and have
 JZ0551.an estimated accuracy of +/- 6 seconds.
 JZ0551
 JZ0551.The orthometric height was determined by differential leveling
 JZ0551.and adjusted by the National Geodetic Survey in June 1991..
 JZ0551
 JZ0551.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0551.See file dsdata.txt to determine how the superseded data were derived.
 JZ0551
 JZ0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ792371(NAD 83)
 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_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 = OCTOBER  6, 2006
 JZ0632 ***********************************************************************
 JZ0632  DESIGNATION -  F 274
 JZ0632  PID         -  JZ0632
 JZ0632  STATE/COUNTY-  IN/DEARBORN
 JZ0632  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ0632
 JZ0632                         *CURRENT SURVEY CONTROL
 JZ0632  ___________________________________________________________________
 JZ0632* NAD 83(1986)-  39 05 53.     (N)    084 50 34.     (W)     SCALED    
 JZ0632* NAVD 88     -       149.142  (meters)     489.31   (feet)  ADJUSTED  
 JZ0632  ___________________________________________________________________
 JZ0632  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JZ0632  DYNAMIC HT  -         149.049 (meters)     489.00  (feet)  COMP
 JZ0632  MODELED GRAV-     980,004.1   (mgal)                       NAVD 88
 JZ0632
 JZ0632  VERT ORDER  -  FIRST     CLASS II
 JZ0632
 JZ0632.The horizontal coordinates were scaled from a topographic map and have
 JZ0632.an estimated accuracy of +/- 6 seconds.
 JZ0632
 JZ0632.The orthometric height was determined by differential leveling
 JZ0632.and adjusted by the National Geodetic Survey in June 1991..
 JZ0632.WARNING-Repeat measurements at this control monument indicate possible
 JZ0632.vertical movement.
 JZ0632
 JZ0632.The geoid height was determined by GEOID03.
 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     -   427,710.      171,270.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0632.See file dsdata.txt to determine how the superseded data were derived.
 JZ0632
 JZ0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ865298(NAD 83)
 JZ0632_MARKER: DB = BENCH MARK DISK
 JZ0632_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ0632_SP_SET: FLOOR GATE 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 HB0094 ***********************************************************************
 HB0094  DESIGNATION -  F 275
 HB0094  PID         -  HB0094
 HB0094  STATE/COUNTY-  IN/POSEY
 HB0094  USGS QUAD   -  EMMA (1978)
 HB0094
 HB0094                         *CURRENT SURVEY CONTROL
 HB0094  ___________________________________________________________________
 HB0094* NAD 83(1986)-  37 52 38.     (N)    088 02 04.     (W)     SCALED    
 HB0094* NAVD 88     -       108.869  (meters)     357.18   (feet)  ADJUSTED  
 HB0094  ___________________________________________________________________
 HB0094  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 HB0094  DYNAMIC HT  -         108.795 (meters)     356.94  (feet)  COMP
 HB0094  MODELED GRAV-     979,946.6   (mgal)                       NAVD 88
 HB0094
 HB0094  VERT ORDER  -  FIRST     CLASS II
 HB0094
 HB0094.The horizontal coordinates were scaled from a topographic map and have
 HB0094.an estimated accuracy of +/- 6 seconds.
 HB0094
 HB0094.The orthometric height was determined by differential leveling
 HB0094.and adjusted by the National Geodetic Survey in June 1991..
 HB0094
 HB0094.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HB0094
 HB0094  NGVD 29 (??/??/??)  108.976  (m)          357.53   (f) ADJUSTED    1 2
 HB0094
 HB0094.Superseded values are not recommended for survey control.
 HB0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0094.See file dsdata.txt to determine how the superseded data were derived.
 HB0094
 HB0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG090926(NAD 83)
 HB0094_MARKER: DB = BENCH MARK DISK
 HB0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0094_STAMPING: F 275 1954
 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 = OCTOBER  6, 2006
 JZ1597 ***********************************************************************
 JZ1597  DESIGNATION -  F 276
 JZ1597  PID         -  JZ1597
 JZ1597  STATE/COUNTY-  IN/WAYNE
 JZ1597  USGS QUAD   -  CAMBRIDGE CITY (1981)
 JZ1597
 JZ1597                         *CURRENT SURVEY CONTROL
 JZ1597  ___________________________________________________________________
 JZ1597* NAD 83(1986)-  39 46 38.     (N)    085 11 00.     (W)     SCALED    
 JZ1597* NAVD 88     -       307.596  (meters)    1009.17   (feet)  ADJUSTED  
 JZ1597  ___________________________________________________________________
 JZ1597  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JZ1597  DYNAMIC HT  -         307.418 (meters)    1008.59  (feet)  COMP
 JZ1597  MODELED GRAV-     980,040.2   (mgal)                       NAVD 88
 JZ1597
 JZ1597  VERT ORDER  -  SECOND    CLASS 0
 JZ1597
 JZ1597.The horizontal coordinates were scaled from a topographic map and have
 JZ1597.an estimated accuracy of +/- 6 seconds.
 JZ1597
 JZ1597.The orthometric height was determined by differential leveling
 JZ1597.and adjusted by the National Geodetic Survey in June 1991..
 JZ1597
 JZ1597.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1597.See file dsdata.txt to determine how the superseded data were derived.
 JZ1597
 JZ1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK555046(NAD 83)
 JZ1597_MARKER: DB = BENCH MARK DISK
 JZ1597_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1597_SP_SET: CULVERT
 JZ1597_STAMPING: F 276 1947
 JZ1597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1469 ***********************************************************************
 JZ1469  DESIGNATION -  F 277
 JZ1469  PID         -  JZ1469
 JZ1469  STATE/COUNTY-  IN/WAYNE
 JZ1469  USGS QUAD   -  NEW PARIS (1981)
 JZ1469
 JZ1469                         *CURRENT SURVEY CONTROL
 JZ1469  ___________________________________________________________________
 JZ1469* NAD 83(1986)-  39 45 21.     (N)    084 51 07.     (W)     SCALED    
 JZ1469* NAVD 88     -       342.016  (meters)    1122.10   (feet)  ADJUSTED  
 JZ1469  ___________________________________________________________________
 JZ1469  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JZ1469  DYNAMIC HT  -         341.814 (meters)    1121.43  (feet)  COMP
 JZ1469  MODELED GRAV-     980,028.3   (mgal)                       NAVD 88
 JZ1469
 JZ1469  VERT ORDER  -  SECOND    CLASS 0
 JZ1469
 JZ1469.This mark is at Richmond Airport (RID)
 JZ1469
 JZ1469.The horizontal coordinates were scaled from a topographic map and have
 JZ1469.an estimated accuracy of +/- 6 seconds.
 JZ1469
 JZ1469.The orthometric height was determined by differential leveling
 JZ1469.and adjusted by the National Geodetic Survey in June 1991..
 JZ1469
 JZ1469.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 JZ1469;SPC IN E     -   500,730.      169,820.      MT  (+/- 180 meters Scaled)
 JZ1469
 JZ1469                          SUPERSEDED SURVEY CONTROL
 JZ1469
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1469.See file dsdata.txt to determine how the superseded data were derived.
 JZ1469
 JZ1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK840028(NAD 83)
 JZ1469_MARKER: DB = BENCH MARK DISK
 JZ1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1469_SP_SET: CONCRETE POST
 JZ1469_STAMPING: F 277 1947
 JZ1469_MARK LOGO: CGS   
 JZ1469_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1469+STABILITY: SURFACE MOTION
 JZ1469
 JZ1469  HISTORY     - Date     Condition        Report By
 JZ1469  HISTORY     - 1947     MONUMENTED       CGS
 JZ1469  HISTORY     - 19860802 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1319 ***********************************************************************
 HZ1319  DESIGNATION -  F 278
 HZ1319  PID         -  HZ1319
 HZ1319  STATE/COUNTY-  IN/FLOYD
 HZ1319  USGS QUAD   -  SPEED (1994)
 HZ1319
 HZ1319                         *CURRENT SURVEY CONTROL
 HZ1319  ___________________________________________________________________
 HZ1319* NAD 83(1986)-  38 23 31.     (N)    085 48 20.     (W)     SCALED    
 HZ1319* NAVD 88     -       172.967  (meters)     567.48   (feet)  ADJUSTED  
 HZ1319  ___________________________________________________________________
 HZ1319  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 HZ1319  DYNAMIC HT  -         172.851 (meters)     567.10  (feet)  COMP
 HZ1319  MODELED GRAV-     979,952.5   (mgal)                       NAVD 88
 HZ1319
 HZ1319  VERT ORDER  -  FIRST     CLASS II
 HZ1319
 HZ1319.The horizontal coordinates were scaled from a topographic map and have
 HZ1319.an estimated accuracy of +/- 6 seconds.
 HZ1319
 HZ1319.The orthometric height was determined by differential leveling
 HZ1319.and adjusted by the National Geodetic Survey in June 1991..
 HZ1319
 HZ1319.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1319.See file dsdata.txt to determine how the superseded data were derived.
 HZ1319
 HZ1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH043499(NAD 83)
 HZ1319_MARKER: DB = BENCH MARK DISK
 HZ1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1319_STAMPING: F 278 1949
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1968
 HZ1319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0207 ***********************************************************************
 JA0207  DESIGNATION -  F 279
 JA0207  PID         -  JA0207
 JA0207  STATE/COUNTY-  IN/WASHINGTON
 JA0207  USGS QUAD   -  SALEM (1994)
 JA0207
 JA0207                         *CURRENT SURVEY CONTROL
 JA0207  ___________________________________________________________________
 JA0207* NAD 83(1986)-  38 36 07.     (N)    086 07 08.     (W)     SCALED    
 JA0207* NAVD 88     -       218.104  (meters)     715.56   (feet)  ADJUSTED  
 JA0207  ___________________________________________________________________
 JA0207  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JA0207  DYNAMIC HT  -         217.959 (meters)     715.09  (feet)  COMP
 JA0207  MODELED GRAV-     979,957.8   (mgal)                       NAVD 88
 JA0207
 JA0207  VERT ORDER  -  FIRST     CLASS II
 JA0207
 JA0207.The horizontal coordinates were scaled from a topographic map and have
 JA0207.an estimated accuracy of +/- 6 seconds.
 JA0207
 JA0207.The orthometric height was determined by differential leveling
 JA0207.and adjusted by the National Geodetic Survey in June 1991..
 JA0207
 JA0207.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0207.See file dsdata.txt to determine how the superseded data were derived.
 JA0207
 JA0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH767729(NAD 83)
 JA0207_MARKER: DB = BENCH MARK DISK
 JA0207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0207_SP_SET: BUILDING
 JA0207_STAMPING: F 279 1949
 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 = OCTOBER  6, 2006
 JA0807 ***********************************************************************
 JA0807  DESIGNATION -  F 280
 JA0807  PID         -  JA0807
 JA0807  STATE/COUNTY-  IN/GREENE
 JA0807  USGS QUAD   -  OWENSBURG (1978)
 JA0807
 JA0807                         *CURRENT SURVEY CONTROL
 JA0807  ___________________________________________________________________
 JA0807* NAD 83(1986)-  38 58 12.     (N)    086 44 13.     (W)     SCALED    
 JA0807* NAVD 88     -       247.309  (meters)     811.38   (feet)  ADJUSTED  
 JA0807  ___________________________________________________________________
 JA0807  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JA0807  DYNAMIC HT  -         247.153 (meters)     810.87  (feet)  COMP
 JA0807  MODELED GRAV-     979,990.4   (mgal)                       NAVD 88
 JA0807
 JA0807  VERT ORDER  -  FIRST     CLASS II
 JA0807
 JA0807.The horizontal coordinates were scaled from a topographic map and have
 JA0807.an estimated accuracy of +/- 6 seconds.
 JA0807
 JA0807.The orthometric height was determined by differential leveling
 JA0807.and adjusted by the National Geodetic Survey in June 1991..
 JA0807
 JA0807.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0807.See file dsdata.txt to determine how the superseded data were derived.
 JA0807
 JA0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ227134(NAD 83)
 JA0807_MARKER: DB = BENCH MARK DISK
 JA0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0807_STAMPING: F 280 1949
 JA0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0807+STABILITY: SURFACE MOTION
 JA0807
 JA0807  HISTORY     - Date     Condition        Report By
 JA0807  HISTORY     - 1949     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0118 ***********************************************************************
 JA0118  DESIGNATION -  F 281
 JA0118  PID         -  JA0118
 JA0118  STATE/COUNTY-  IN/LAWRENCE
 JA0118  USGS QUAD   -  BEDFORD EAST (1978)
 JA0118
 JA0118                         *CURRENT SURVEY CONTROL
 JA0118  ___________________________________________________________________
 JA0118* NAD 83(1986)-  38 47 21.     (N)    086 29 51.     (W)     SCALED    
 JA0118* NAVD 88     -       179.565  (meters)     589.12   (feet)  ADJUSTED  
 JA0118  ___________________________________________________________________
 JA0118  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 JA0118  DYNAMIC HT  -         179.451 (meters)     588.75  (feet)  COMP
 JA0118  MODELED GRAV-     979,987.8   (mgal)                       NAVD 88
 JA0118
 JA0118  VERT ORDER  -  FIRST     CLASS II
 JA0118
 JA0118.The horizontal coordinates were scaled from a topographic map and have
 JA0118.an estimated accuracy of +/- 6 seconds.
 JA0118
 JA0118.The orthometric height was determined by differential leveling
 JA0118.and adjusted by the National Geodetic Survey in June 1991..
 JA0118
 JA0118.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0118.See file dsdata.txt to determine how the superseded data were derived.
 JA0118
 JA0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH436935(NAD 83)
 JA0118_MARKER: DB = BENCH MARK DISK
 JA0118_SETTING: 66 = SET IN ROCK OUTCROP
 JA0118_SP_SET: ROCK OUTCROP
 JA0118_STAMPING: F 281 1949
 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             NGS
 JA0118
 JA0118                          STATION DESCRIPTION
 JA0118
 JA0118'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0791 ***********************************************************************
 JA0791  DESIGNATION -  F 282
 JA0791  PID         -  JA0791
 JA0791  STATE/COUNTY-  IN/LAWRENCE
 JA0791  USGS QUAD   -  OOLITIC (1978)
 JA0791
 JA0791                         *CURRENT SURVEY CONTROL
 JA0791  ___________________________________________________________________
 JA0791* NAD 83(1986)-  38 55 34.     (N)    086 34 55.     (W)     SCALED    
 JA0791* NAVD 88     -       206.721  (meters)     678.22   (feet)  ADJUSTED  
 JA0791  ___________________________________________________________________
 JA0791  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 JA0791  DYNAMIC HT  -         206.591 (meters)     677.79  (feet)  COMP
 JA0791  MODELED GRAV-     979,995.8   (mgal)                       NAVD 88
 JA0791
 JA0791  VERT ORDER  -  FIRST     CLASS II
 JA0791
 JA0791.The horizontal coordinates were scaled from a topographic map and have
 JA0791.an estimated accuracy of +/- 6 seconds.
 JA0791
 JA0791.The orthometric height was determined by differential leveling
 JA0791.and adjusted by the National Geodetic Survey in June 1991..
 JA0791
 JA0791.The geoid height was determined by GEOID03.
 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     -   408,410.      943,480.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0791.See file dsdata.txt to determine how the superseded data were derived.
 JA0791
 JA0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ362086(NAD 83)
 JA0791_MARKER: DB = BENCH MARK DISK
 JA0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0791_STAMPING: F 282 1949
 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 - June 20, 2004
 JA0791
 JA0791  HISTORY     - Date     Condition        Report By
 JA0791  HISTORY     - 1949     MONUMENTED       CGS
 JA0791  HISTORY     - 20040620 GOOD             GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1209 ***********************************************************************
 JA1209  DESIGNATION -  F 283
 JA1209  PID         -  JA1209
 JA1209  STATE/COUNTY-  IN/POSEY
 JA1209  USGS QUAD   -  NEW HARMONY (1980)
 JA1209
 JA1209                         *CURRENT SURVEY CONTROL
 JA1209  ___________________________________________________________________
 JA1209* NAD 83(1986)-  38 10 16.     (N)    087 54 23.     (W)     SCALED    
 JA1209* NAVD 88     -       114.954  (meters)     377.14   (feet)  ADJUSTED  
 JA1209  ___________________________________________________________________
 JA1209  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 JA1209  DYNAMIC HT  -         114.877 (meters)     376.89  (feet)  COMP
 JA1209  MODELED GRAV-     979,959.3   (mgal)                       NAVD 88
 JA1209
 JA1209  VERT ORDER  -  FIRST     CLASS II
 JA1209
 JA1209.The horizontal coordinates were scaled from a topographic map and have
 JA1209.an estimated accuracy of +/- 6 seconds.
 JA1209
 JA1209.The orthometric height was determined by differential leveling
 JA1209.and adjusted by the National Geodetic Survey in June 1991..
 JA1209
 JA1209.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1209.See file dsdata.txt to determine how the superseded data were derived.
 JA1209
 JA1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH206251(NAD 83)
 JA1209_MARKER: DB = BENCH MARK DISK
 JA1209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1209_SP_SET: BRIDGE
 JA1209_STAMPING: F 283 1954
 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 = OCTOBER  6, 2006
 JA1186 ***********************************************************************
 JA1186  DESIGNATION -  F 284
 JA1186  PID         -  JA1186
 JA1186  STATE/COUNTY-  IN/GIBSON
 JA1186  USGS QUAD   -  GRAYVILLE (1980)
 JA1186
 JA1186                         *CURRENT SURVEY CONTROL
 JA1186  ___________________________________________________________________
 JA1186* NAD 83(1986)-  38 17 01.     (N)    087 53 13.     (W)     SCALED    
 JA1186* NAVD 88     -       117.152  (meters)     384.36   (feet)  ADJUSTED  
 JA1186  ___________________________________________________________________
 JA1186  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 JA1186  DYNAMIC HT  -         117.076 (meters)     384.11  (feet)  COMP
 JA1186  MODELED GRAV-     979,974.3   (mgal)                       NAVD 88
 JA1186
 JA1186  VERT ORDER  -  FIRST     CLASS II
 JA1186
 JA1186.The horizontal coordinates were scaled from a topographic map and have
 JA1186.an estimated accuracy of +/- 6 seconds.
 JA1186
 JA1186.The orthometric height was determined by differential leveling
 JA1186.and adjusted by the National Geodetic Survey in June 1991..
 JA1186
 JA1186.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1186.See file dsdata.txt to determine how the superseded data were derived.
 JA1186
 JA1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH224376(NAD 83)
 JA1186_MARKER: DB = BENCH MARK DISK
 JA1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1186_STAMPING: F 284 1954
 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 = OCTOBER  6, 2006
 ME1147 ***********************************************************************
 ME1147  DESIGNATION -  F 286
 ME1147  PID         -  ME1147
 ME1147  STATE/COUNTY-  IN/LAKE
 ME1147  USGS QUAD   -  SCHNEIDER (1992)
 ME1147
 ME1147                         *CURRENT SURVEY CONTROL
 ME1147  ___________________________________________________________________
 ME1147* NAD 83(1986)-  41 14 47.     (N)    087 29 16.     (W)     SCALED    
 ME1147* NAVD 88     -       212.259  (meters)     696.39   (feet)  ADJUSTED  
 ME1147  ___________________________________________________________________
 ME1147  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 ME1147  DYNAMIC HT  -         212.171 (meters)     696.10  (feet)  COMP
 ME1147  MODELED GRAV-     980,204.5   (mgal)                       NAVD 88
 ME1147
 ME1147  VERT ORDER  -  SECOND    CLASS 0
 ME1147
 ME1147.The horizontal coordinates were scaled from a topographic map and have
 ME1147.an estimated accuracy of +/- 6 seconds.
 ME1147
 ME1147.The orthometric height was determined by differential leveling
 ME1147.and adjusted by the National Geodetic Survey in June 1991..
 ME1147
 ME1147.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1147.See file dsdata.txt to determine how the superseded data were derived.
 ME1147
 ME1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL591662(NAD 83)
 ME1147_MARKER: DB = BENCH MARK DISK
 ME1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1147_STAMPING: F 286 1954
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1445 ***********************************************************************
 LB1445  DESIGNATION -  F 29
 LB1445  PID         -  LB1445
 LB1445  STATE/COUNTY-  IN/NEWTON
 LB1445  USGS QUAD   -  GOODLAND (1976)
 LB1445
 LB1445                         *CURRENT SURVEY CONTROL
 LB1445  ___________________________________________________________________
 LB1445* NAD 83(1986)-  40 45 50.     (N)    087 16 36.     (W)     SCALED    
 LB1445* NAVD 88     -       217.459  (meters)     713.45   (feet)  ADJUSTED  
 LB1445  ___________________________________________________________________
 LB1445  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 LB1445  DYNAMIC HT  -         217.360 (meters)     713.12  (feet)  COMP
 LB1445  MODELED GRAV-     980,162.8   (mgal)                       NAVD 88
 LB1445
 LB1445  VERT ORDER  -  SECOND    CLASS 0
 LB1445
 LB1445.The horizontal coordinates were scaled from a topographic map and have
 LB1445.an estimated accuracy of +/- 6 seconds.
 LB1445
 LB1445.The orthometric height was determined by differential leveling
 LB1445.and adjusted by the National Geodetic Survey in June 1991..
 LB1445
 LB1445.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1445.See file dsdata.txt to determine how the superseded data were derived.
 LB1445
 LB1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL766125(NAD 83)
 LB1445_MARKER: DB = BENCH MARK DISK
 LB1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1445_STAMPING: F 29 1934
 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             NGS
 LB1445
 LB1445                          STATION DESCRIPTION
 LB1445
 LB1445'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0816 ***********************************************************************
 MD0816  DESIGNATION -  F 29 ALLEN
 MD0816  PID         -  MD0816
 MD0816  STATE/COUNTY-  IN/ALLEN
 MD0816  USGS QUAD   -  HUNTERTOWN (1981)
 MD0816
 MD0816                         *CURRENT SURVEY CONTROL
 MD0816  ___________________________________________________________________
 MD0816* NAD 83(1986)-  41 07 59.     (N)    085 14 27.     (W)     SCALED    
 MD0816* NAVD 88     -       258.184  (meters)     847.06   (feet)  ADJUSTED  
 MD0816  ___________________________________________________________________
 MD0816  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 MD0816  DYNAMIC HT  -         258.085 (meters)     846.73  (feet)  COMP
 MD0816  MODELED GRAV-     980,233.7   (mgal)                       NAVD 88
 MD0816
 MD0816  VERT ORDER  -  SECOND    CLASS 0
 MD0816
 MD0816.The horizontal coordinates were scaled from a topographic map and have
 MD0816.an estimated accuracy of +/- 6 seconds.
 MD0816
 MD0816.The orthometric height was determined by differential leveling
 MD0816.and adjusted by the National Geodetic Survey in June 1991..
 MD0816
 MD0816.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0816.See file dsdata.txt to determine how the superseded data were derived.
 MD0816
 MD0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL476550(NAD 83)
 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       CGS
 MD0816  HISTORY     - 1963     GOOD             NGS
 MD0816
 MD0816                          STATION DESCRIPTION
 MD0816
 MD0816'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA0426 ***********************************************************************
 HA0426  DESIGNATION -  F 291
 HA0426  PID         -  HA0426
 HA0426  STATE/COUNTY-  IN/PERRY
 HA0426  USGS QUAD   -  TELL CITY (1980)
 HA0426
 HA0426                         *CURRENT SURVEY CONTROL
 HA0426  ___________________________________________________________________
 HA0426* NAD 83(1986)-  37 59 42.     (N)    086 48 23.     (W)     SCALED    
 HA0426* NAVD 88     -       118.639  (meters)     389.23   (feet)  ADJUSTED  
 HA0426  ___________________________________________________________________
 HA0426  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 HA0426  DYNAMIC HT  -         118.556 (meters)     388.96  (feet)  COMP
 HA0426  MODELED GRAV-     979,931.9   (mgal)                       NAVD 88
 HA0426
 HA0426  VERT ORDER  -  FIRST     CLASS II
 HA0426
 HA0426.The horizontal coordinates were scaled from a topographic map and have
 HA0426.an estimated accuracy of +/- 6 seconds.
 HA0426
 HA0426.The orthometric height was determined by differential leveling
 HA0426.and adjusted by the National Geodetic Survey in June 1991..
 HA0426
 HA0426.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0426.See file dsdata.txt to determine how the superseded data were derived.
 HA0426
 HA0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH170052(NAD 83)
 HA0426_MARKER: DB = BENCH MARK DISK
 HA0426_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HA0426_SP_SET: 56 FEET
 HA0426_STAMPING: F 291 1962
 HA0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0426
 HA0426  HISTORY     - Date     Condition        Report By
 HA0426  HISTORY     - 1962     MONUMENTED       CGS
 HA0426  HISTORY     - 1965     GOOD             NGS
 HA0426
 HA0426                          STATION DESCRIPTION
 HA0426
 HA0426'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1304 ***********************************************************************
 JA1304  DESIGNATION -  F 292
 JA1304  PID         -  JA1304
 JA1304  STATE/COUNTY-  IN/KNOX
 JA1304  USGS QUAD   -  RUSSELLVILLE (1977)
 JA1304
 JA1304                         *CURRENT SURVEY CONTROL
 JA1304  ___________________________________________________________________
 JA1304* NAD 83(1986)-  38 51 36.     (N)    087 31 09.     (W)     SCALED    
 JA1304* NAVD 88     -       129.823  (meters)     425.93   (feet)  ADJUSTED  
 JA1304  ___________________________________________________________________
 JA1304  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 JA1304  DYNAMIC HT  -         129.745 (meters)     425.67  (feet)  COMP
 JA1304  MODELED GRAV-     980,023.8   (mgal)                       NAVD 88
 JA1304
 JA1304  VERT ORDER  -  FIRST     CLASS II
 JA1304
 JA1304.The horizontal coordinates were scaled from a topographic map and have
 JA1304.an estimated accuracy of +/- 6 seconds.
 JA1304
 JA1304.The orthometric height was determined by differential leveling
 JA1304.and adjusted by the National Geodetic Survey in June 1991..
 JA1304
 JA1304.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1304.See file dsdata.txt to determine how the superseded data were derived.
 JA1304
 JA1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ549013(NAD 83)
 JA1304_MARKER: DB = BENCH MARK DISK
 JA1304_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1304_SP_SET: BRIDGE
 JA1304_STAMPING: F 292 1956
 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 = OCTOBER  6, 2006
 AB3512 ***********************************************************************
 AB3512  DESIGNATION -  F 293 RESET
 AB3512  PID         -  AB3512
 AB3512  STATE/COUNTY-  IN/VIGO
 AB3512  USGS QUAD   -  TERRE HAUTE (1993)
 AB3512
 AB3512                         *CURRENT SURVEY CONTROL
 AB3512  ___________________________________________________________________
 AB3512* NAD 83(1986)-  39 26 08.     (N)    087 25 49.     (W)     SCALED    
 AB3512* NAVD 88     -       149.72   (meters)     491.2    (feet)  RESET     
 AB3512  ___________________________________________________________________
 AB3512  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 AB3512
 AB3512  VERT ORDER  -  THIRD
 AB3512
 AB3512.The horizontal coordinates were scaled from a topographic map and have
 AB3512.an estimated accuracy of +/- 6 seconds.
 AB3512
 AB3512.The orthometric height was computed from unverified reset data.
 AB3512
 AB3512.The geoid height was determined by GEOID03.
 AB3512
 AB3512;                    North         East    Units  Estimated Accuracy
 AB3512;SPC IN W     -   464,910.      870,130.      MT  (+/- 180 meters Scaled)
 AB3512
 AB3512                          SUPERSEDED SURVEY CONTROL
 AB3512
 AB3512.No superseded survey control is available for this station.
 AB3512
 AB3512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ629652(NAD 83)
 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 = OCTOBER  6, 2006
 KA1103 ***********************************************************************
 KA1103  DESIGNATION -  F 294
 KA1103  PID         -  KA1103
 KA1103  STATE/COUNTY-  IN/VIGO
 KA1103  USGS QUAD   -  TERRE HAUTE (1993)
 KA1103
 KA1103                         *CURRENT SURVEY CONTROL
 KA1103  ___________________________________________________________________
 KA1103* NAD 83(1986)-  39 28 23.     (N)    087 28 12.     (W)     SCALED    
 KA1103* NAVD 88     -       150.888  (meters)     495.04   (feet)  ADJUSTED  
 KA1103  ___________________________________________________________________
 KA1103  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KA1103  DYNAMIC HT  -         150.803 (meters)     494.76  (feet)  COMP
 KA1103  MODELED GRAV-     980,060.7   (mgal)                       NAVD 88
 KA1103
 KA1103  VERT ORDER  -  FIRST     CLASS II
 KA1103
 KA1103.The horizontal coordinates were scaled from a topographic map and have
 KA1103.an estimated accuracy of +/- 6 seconds.
 KA1103
 KA1103.The orthometric height was determined by differential leveling
 KA1103.and adjusted by the National Geodetic Survey in June 1991..
 KA1103
 KA1103.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1103.See file dsdata.txt to determine how the superseded data were derived.
 KA1103
 KA1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ595693(NAD 83)
 KA1103_MARKER: DB = BENCH MARK DISK
 KA1103_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1103_SP_SET: BRIDGE
 KA1103_STAMPING: F 294 1956
 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 = OCTOBER  6, 2006
 KA0925 ***********************************************************************
 KA0925  DESIGNATION -  F 3
 KA0925  PID         -  KA0925
 KA0925  STATE/COUNTY-  IN/CLAY
 KA0925  USGS QUAD   -  BRAZIL WEST (1986)
 KA0925
 KA0925                         *CURRENT SURVEY CONTROL
 KA0925  ___________________________________________________________________
 KA0925* NAD 83(1986)-  39 35 33.     (N)    087 10 07.     (W)     SCALED    
 KA0925* NAVD 88     -       189.179  (meters)     620.66   (feet)  ADJUSTED  
 KA0925  ___________________________________________________________________
 KA0925  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KA0925  DYNAMIC HT  -         189.070 (meters)     620.31  (feet)  COMP
 KA0925  MODELED GRAV-     980,047.4   (mgal)                       NAVD 88
 KA0925
 KA0925  VERT ORDER  -  FIRST     CLASS II
 KA0925
 KA0925.The horizontal coordinates were scaled from a topographic map and have
 KA0925.an estimated accuracy of +/- 6 seconds.
 KA0925
 KA0925.The orthometric height was determined by differential leveling
 KA0925.and adjusted by the National Geodetic Survey in June 1991..
 KA0925
 KA0925.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0925.See file dsdata.txt to determine how the superseded data were derived.
 KA0925
 KA0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ855825(NAD 83)
 KA0925_MARKER: DB = BENCH MARK DISK
 KA0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0925_STAMPING: F 3 ELEV 620.921 FT
 KA0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0925+STABILITY: SURFACE MOTION
 KA0925
 KA0925  HISTORY     - Date     Condition        Report By
 KA0925  HISTORY     - UNK      MONUMENTED       CGS
 KA0925  HISTORY     - 1946     GOOD             NGS
 KA0925  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0925
 KA0925                          STATION DESCRIPTION
 KA0925
 KA0925'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0786 ***********************************************************************
 LA0786  DESIGNATION -  F 3 ALLEN
 LA0786  PID         -  LA0786
 LA0786  STATE/COUNTY-  IN/ALLEN
 LA0786  USGS QUAD   -  OSSIAN (1981)
 LA0786
 LA0786                         *CURRENT SURVEY CONTROL
 LA0786  ___________________________________________________________________
 LA0786* NAD 83(1986)-  40 58 26.     (N)    085 10 05.     (W)     SCALED    
 LA0786* NAVD 88     -       239.542  (meters)     785.90   (feet)  ADJUSTED  
 LA0786  ___________________________________________________________________
 LA0786  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 LA0786  DYNAMIC HT  -         239.440 (meters)     785.56  (feet)  COMP
 LA0786  MODELED GRAV-     980,193.2   (mgal)                       NAVD 88
 LA0786
 LA0786  VERT ORDER  -  SECOND    CLASS 0
 LA0786
 LA0786.The horizontal coordinates were scaled from a topographic map and have
 LA0786.an estimated accuracy of +/- 6 seconds.
 LA0786
 LA0786.The orthometric height was determined by differential leveling
 LA0786.and adjusted by the National Geodetic Survey in June 1991..
 LA0786
 LA0786.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0786.See file dsdata.txt to determine how the superseded data were derived.
 LA0786
 LA0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL541374(NAD 83)
 LA0786_MARKER: DB = BENCH MARK DISK
 LA0786_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0786_SP_SET: BRIDGE
 LA0786_STAMPING: F-3-ALLEN
 LA0786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0786
 LA0786  HISTORY     - Date     Condition        Report By
 LA0786  HISTORY     - UNK      MONUMENTED       INHD
 LA0786  HISTORY     - 1968     GOOD             NGS
 LA0786
 LA0786                          STATION DESCRIPTION
 LA0786
 LA0786'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1296 ***********************************************************************
 MD1296  DESIGNATION -  F 3 WBSH
 MD1296  PID         -  MD1296
 MD1296  STATE/COUNTY-  IN/WABASH
 MD1296  USGS QUAD   -  SOUTH WHITLEY WEST (1994)
 MD1296
 MD1296                         *CURRENT SURVEY CONTROL
 MD1296  ___________________________________________________________________
 MD1296* NAD 83(1986)-  41 00 04.     (N)    085 43 20.     (W)     SCALED    
 MD1296* NAVD 88     -       236.083  (meters)     774.55   (feet)  ADJUSTED  
 MD1296  ___________________________________________________________________
 MD1296  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 MD1296  DYNAMIC HT  -         235.975 (meters)     774.19  (feet)  COMP
 MD1296  MODELED GRAV-     980,159.6   (mgal)                       NAVD 88
 MD1296
 MD1296  VERT ORDER  -  SECOND    CLASS 0
 MD1296
 MD1296.The horizontal coordinates were scaled from a topographic map and have
 MD1296.an estimated accuracy of +/- 6 seconds.
 MD1296
 MD1296.The orthometric height was determined by differential leveling
 MD1296.and adjusted by the National Geodetic Survey in June 1991..
 MD1296
 MD1296.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1296.See file dsdata.txt to determine how the superseded data were derived.
 MD1296
 MD1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL074396(NAD 83)
 MD1296_MARKER: DD = SURVEY DISK
 MD1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1296_SP_SET: 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   NGS
 MD1296  HISTORY     - 1966     GOOD             INHD
 MD1296  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD1296
 MD1296                          STATION DESCRIPTION
 MD1296
 MD1296'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1172 ***********************************************************************
 LB1172  DESIGNATION -  F 30
 LB1172  PID         -  LB1172
 LB1172  STATE/COUNTY-  IN/WHITE
 LB1172  USGS QUAD   -  MONTICELLO SOUTH (1987)
 LB1172
 LB1172                         *CURRENT SURVEY CONTROL
 LB1172  ___________________________________________________________________
 LB1172* NAD 83(1986)-  40 39 34.     (N)    086 52 10.     (W)     SCALED    
 LB1172* NAVD 88     -       215.137  (meters)     705.83   (feet)  ADJUSTED  
 LB1172  ___________________________________________________________________
 LB1172  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 LB1172  DYNAMIC HT  -         215.036 (meters)     705.50  (feet)  COMP
 LB1172  MODELED GRAV-     980,147.8   (mgal)                       NAVD 88
 LB1172
 LB1172  VERT ORDER  -  SECOND    CLASS 0
 LB1172
 LB1172.The horizontal coordinates were scaled from a topographic map and have
 LB1172.an estimated accuracy of +/- 6 seconds.
 LB1172
 LB1172.The orthometric height was determined by differential leveling
 LB1172.and adjusted by the National Geodetic Survey in June 1991..
 LB1172
 LB1172.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1172.See file dsdata.txt to determine how the superseded data were derived.
 LB1172
 LB1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL110009(NAD 83)
 LB1172_MARKER: DB = BENCH MARK DISK
 LB1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1172_STAMPING: F 30 1934
 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   NGS
 LB1172
 LB1172                          STATION DESCRIPTION
 LB1172
 LB1172'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0670 ***********************************************************************
 MD0670  DESIGNATION -  F 305
 MD0670  PID         -  MD0670
 MD0670  STATE/COUNTY-  IN/WHITLEY
 MD0670  USGS QUAD   -  COLUMBIA CITY (1981)
 MD0670
 MD0670                         *CURRENT SURVEY CONTROL
 MD0670  ___________________________________________________________________
 MD0670* NAD 83(1986)-  41 07 56.     (N)    085 24 54.     (W)     SCALED    
 MD0670* NAVD 88     -       252.066  (meters)     826.99   (feet)  ADJUSTED  
 MD0670  ___________________________________________________________________
 MD0670  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 MD0670  DYNAMIC HT  -         251.969 (meters)     826.67  (feet)  COMP
 MD0670  MODELED GRAV-     980,232.7   (mgal)                       NAVD 88
 MD0670
 MD0670  VERT ORDER  -  SECOND    CLASS 0
 MD0670
 MD0670.The horizontal coordinates were scaled from a topographic map and have
 MD0670.an estimated accuracy of +/- 6 seconds.
 MD0670
 MD0670.The orthometric height was determined by differential leveling
 MD0670.and adjusted by the National Geodetic Survey in June 1991..
 MD0670
 MD0670.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0670.See file dsdata.txt to determine how the superseded data were derived.
 MD0670
 MD0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL330546(NAD 83)
 MD0670_MARKER: DB = BENCH MARK DISK
 MD0670_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0670_SP_SET: CULVERT
 MD0670_STAMPING: F 305 1963
 MD0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0670
 MD0670  HISTORY     - Date     Condition        Report By
 MD0670  HISTORY     - 1963     MONUMENTED       CGS
 MD0670  HISTORY     - 1968     MARK NOT FOUND   NGS
 MD0670  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0670
 MD0670                          STATION DESCRIPTION
 MD0670
 MD0670'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1015 ***********************************************************************
 JZ1015  DESIGNATION -  F 306
 JZ1015  PID         -  JZ1015
 JZ1015  STATE/COUNTY-  IN/DEARBORN
 JZ1015  USGS QUAD   -  AURORA (1981)
 JZ1015
 JZ1015                         *CURRENT SURVEY CONTROL
 JZ1015  ___________________________________________________________________
 JZ1015* NAD 83(1986)-  39 01 52.     (N)    084 53 01.     (W)     SCALED    
 JZ1015* NAVD 88     -       143.509  (meters)     470.83   (feet)  ADJUSTED  
 JZ1015  ___________________________________________________________________
 JZ1015  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JZ1015  DYNAMIC HT  -         143.419 (meters)     470.53  (feet)  COMP
 JZ1015  MODELED GRAV-     979,995.8   (mgal)                       NAVD 88
 JZ1015
 JZ1015  VERT ORDER  -  FIRST     CLASS II
 JZ1015
 JZ1015.The horizontal coordinates were scaled from a topographic map and have
 JZ1015.an estimated accuracy of +/- 6 seconds.
 JZ1015
 JZ1015.The orthometric height was determined by differential leveling
 JZ1015.and adjusted by the National Geodetic Survey in June 1991..
 JZ1015
 JZ1015.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1015.See file dsdata.txt to determine how the superseded data were derived.
 JZ1015
 JZ1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ831223(NAD 83)
 JZ1015_MARKER: DB = BENCH MARK DISK
 JZ1015_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JZ1015_SP_SET: 92 1/2 FEET
 JZ1015_STAMPING: F 306 1964
 JZ1015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1015
 JZ1015  HISTORY     - Date     Condition        Report By
 JZ1015  HISTORY     - 1964     MONUMENTED       CGS
 JZ1015  HISTORY     - 1965     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1965
 JZ1015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0652 ***********************************************************************
 JA0652  DESIGNATION -  F 309
 JA0652  PID         -  JA0652
 JA0652  STATE/COUNTY-  IN/LAWRENCE
 JA0652  USGS QUAD   -  GEORGIA (1993)
 JA0652
 JA0652                         *CURRENT SURVEY CONTROL
 JA0652  ___________________________________________________________________
 JA0652* NAD 83(1986)-  38 42 37.     (N)    086 34 30.     (W)     SCALED    
 JA0652* NAVD 88     -       200.091  (meters)     656.47   (feet)  ADJUSTED  
 JA0652  ___________________________________________________________________
 JA0652  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 JA0652  DYNAMIC HT  -         199.961 (meters)     656.04  (feet)  COMP
 JA0652  MODELED GRAV-     979,970.6   (mgal)                       NAVD 88
 JA0652
 JA0652  VERT ORDER  -  FIRST     CLASS II
 JA0652
 JA0652.The horizontal coordinates were scaled from a topographic map and have
 JA0652.an estimated accuracy of +/- 6 seconds.
 JA0652
 JA0652.The orthometric height was determined by differential leveling
 JA0652.and adjusted by the National Geodetic Survey in June 1991..
 JA0652
 JA0652.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0652.See file dsdata.txt to determine how the superseded data were derived.
 JA0652
 JA0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH369847(NAD 83)
 JA0652_MARKER: DB = BENCH MARK DISK
 JA0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0652_STAMPING: F 309 1965
 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 = OCTOBER  6, 2006
 MD0993 ***********************************************************************
 MD0993  DESIGNATION -  F 31
 MD0993  PID         -  MD0993
 MD0993  STATE/COUNTY-  IN/WHITLEY
 MD0993  USGS QUAD   -  PIERCETON (1994)
 MD0993
 MD0993                         *CURRENT SURVEY CONTROL
 MD0993  ___________________________________________________________________
 MD0993* NAD 83(1986)-  41 10 56.     (N)    085 38 05.     (W)     SCALED    
 MD0993* NAVD 88     -       288.153  (meters)     945.38   (feet)  ADJUSTED  
 MD0993  ___________________________________________________________________
 MD0993  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 MD0993  DYNAMIC HT  -         288.034 (meters)     944.99  (feet)  COMP
 MD0993  MODELED GRAV-     980,203.5   (mgal)                       NAVD 88
 MD0993
 MD0993  VERT ORDER  -  FIRST     CLASS I
 MD0993
 MD0993.The horizontal coordinates were scaled from a topographic map and have
 MD0993.an estimated accuracy of +/- 6 seconds.
 MD0993
 MD0993.The orthometric height was determined by differential leveling
 MD0993.and adjusted by the National Geodetic Survey in June 1991..
 MD0993
 MD0993.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD0993
 MD0993  NGVD 29 (01/19/93)  288.295  (m)          945.85   (f) ADJUSTED    1 1
 MD0993
 MD0993.Superseded values are not recommended for survey control.
 MD0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0993.See file dsdata.txt to determine how the superseded data were derived.
 MD0993
 MD0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL145598(NAD 83)
 MD0993_MARKER: DD = SURVEY DISK
 MD0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0993_SP_SET: CONCRETE POST
 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             NGS
 MD0993  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD0993  HISTORY     - 19921008 GOOD             NGS
 MD0993
 MD0993                          STATION DESCRIPTION
 MD0993
 MD0993'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0097 ***********************************************************************
 JA0097  DESIGNATION -  F 310
 JA0097  PID         -  JA0097
 JA0097  STATE/COUNTY-  IN/ORANGE
 JA0097  USGS QUAD   -  PAOLI (1993)
 JA0097
 JA0097                         *CURRENT SURVEY CONTROL
 JA0097  ___________________________________________________________________
 JA0097* NAD 83(1986)-  38 33 09.     (N)    086 28 12.     (W)     SCALED    
 JA0097* NAVD 88     -       180.369  (meters)     591.76   (feet)  ADJUSTED  
 JA0097  ___________________________________________________________________
 JA0097  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JA0097  DYNAMIC HT  -         180.245 (meters)     591.35  (feet)  COMP
 JA0097  MODELED GRAV-     979,938.5   (mgal)                       NAVD 88
 JA0097
 JA0097  VERT ORDER  -  FIRST     CLASS II
 JA0097
 JA0097.The horizontal coordinates were scaled from a topographic map and have
 JA0097.an estimated accuracy of +/- 6 seconds.
 JA0097
 JA0097.The orthometric height was determined by differential leveling
 JA0097.and adjusted by the National Geodetic Survey in June 1991..
 JA0097
 JA0097.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0097.See file dsdata.txt to determine how the superseded data were derived.
 JA0097
 JA0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH461672(NAD 83)
 JA0097_MARKER: DB = BENCH MARK DISK
 JA0097_SETTING: 66 = SET IN ROCK OUTCROP
 JA0097_SP_SET: ROCK OUTCROP
 JA0097_STAMPING: F 310 1965
 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 = OCTOBER  6, 2006
 JA0697 ***********************************************************************
 JA0697  DESIGNATION -  F 311 RESET 1966
 JA0697  PID         -  JA0697
 JA0697  STATE/COUNTY-  IN/MARTIN
 JA0697  USGS QUAD   -  SHOALS (1993)
 JA0697
 JA0697                         *CURRENT SURVEY CONTROL
 JA0697  ___________________________________________________________________
 JA0697* NAD 83(1986)-  38 40 28.     (N)    086 47 46.     (W)     SCALED    
 JA0697* NAVD 88     -       183.32   (meters)     601.4    (feet)  RESET     
 JA0697  ___________________________________________________________________
 JA0697  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 JA0697
 JA0697  VERT ORDER  -  THIRD
 JA0697
 JA0697.The horizontal coordinates were scaled from a topographic map and have
 JA0697.an estimated accuracy of +/- 6 seconds.
 JA0697
 JA0697.The orthometric height was computed from unverified reset data.
 JA0697
 JA0697.The geoid height was determined by GEOID03.
 JA0697
 JA0697;                    North         East    Units  Estimated Accuracy
 JA0697;SPC IN W     -   380,400.      924,990.      MT  (+/- 180 meters Scaled)
 JA0697
 JA0697                          SUPERSEDED SURVEY CONTROL
 JA0697
 JA0697.No superseded survey control is available for this station.
 JA0697
 JA0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH177806(NAD 83)
 JA0697_MARKER: DB = BENCH MARK DISK
 JA0697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0697_SP_SET: CULVERT
 JA0697_STAMPING: F 311 RESET 1966
 JA0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JA0833 ***********************************************************************
 JA0833  DESIGNATION -  F 312
 JA0833  PID         -  JA0833
 JA0833  STATE/COUNTY-  IN/DAVIESS
 JA0833  USGS QUAD   -  WASHINGTON (1980)
 JA0833
 JA0833                         *CURRENT SURVEY CONTROL
 JA0833  ___________________________________________________________________
 JA0833* NAD 83(1997)-  38 41 42.11496(N)    087 07 51.45839(W)     ADJUSTED  
 JA0833* NAVD 88     -       142.705  (meters)     468.19   (feet)  ADJUSTED  
 JA0833  ___________________________________________________________________
 JA0833  X           -     249,497.937 (meters)                     COMP
 JA0833  Y           -  -4,978,401.160 (meters)                     COMP
 JA0833  Z           -   3,966,018.931 (meters)                     COMP
 JA0833  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 JA0833  ELLIP HEIGHT-         110.35  (meters)          (05/25/99) GPS OBS
 JA0833  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JA0833  DYNAMIC HT  -         142.615 (meters)     467.90  (feet)  COMP
 JA0833  MODELED GRAV-     979,994.1   (mgal)                       NAVD 88
 JA0833
 JA0833  HORZ ORDER  -  THIRD
 JA0833  VERT ORDER  -  FIRST     CLASS II
 JA0833  ELLP ORDER  -  FOURTH    CLASS I
 JA0833
 JA0833.This mark is at Daviess County Airport (DCY)
 JA0833
 JA0833.The horizontal coordinates were established by GPS observations
 JA0833.and adjusted by the National Geodetic Survey in May 1999..
 JA0833
 JA0833.The orthometric height was determined by differential leveling
 JA0833.and adjusted by the National Geodetic Survey in June 1991..
 JA0833
 JA0833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA0833
 JA0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0833
 JA0833.The ellipsoidal height was determined by GPS observations
 JA0833.and is referenced to NAD 83.
 JA0833
 JA0833.The geoid height was determined by GEOID03.
 JA0833
 JA0833.The dynamic height is computed by dividing the NAVD 88
 JA0833.geopotential number by the normal gravity value computed on the
 JA0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0833.degrees latitude (g = 980.6199 gals.).
 JA0833
 JA0833.The modeled gravity was interpolated from observed gravity values.
 JA0833
 JA0833;                    North         East     Units Scale Factor Converg.
 JA0833;SPC IN W     -   382,643.207   895,856.701   MT  0.99996688   -0 01 47.2
 JA0833;SPC IN W     - 1,255,388.59  2,939,156.53   sFT  0.99996688   -0 01 47.2
 JA0833;UTM  16      - 4,282,942.972   488,611.365   MT  0.99960160   -0 04 54.7
 JA0833
 JA0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0833!SPC IN W     -   0.99998269  x   0.99996688  =   0.99994957
 JA0833!UTM  16      -   0.99998269  x   0.99960160  =   0.99958429
 JA0833
 JA0833|---------------------------------------------------------------------|
 JA0833| PID    Reference Object                     Distance      Geod. Az  |
 JA0833|                                                           dddmmss.s |
 JA0833| JA1630 DAVIESS                              87.544 METERS 06423     |
 JA0833|---------------------------------------------------------------------|
 JA0833
 JA0833                          SUPERSEDED SURVEY CONTROL
 JA0833
 JA0833  NAD 83(1986)-  38 41 42.12326(N)    087 07 51.45458(W) AD(       ) 3
 JA0833  NAD 27      -  38 41 41.95119(N)    087 07 51.41645(W) AD(       ) 3
 JA0833  NGVD 29 (??/??/92)  142.842  (m)          468.64   (f) ADJ UNCH    1 2
 JA0833
 JA0833.Superseded values are not recommended for survey control.
 JA0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0833.See file dsdata.txt to determine how the superseded data were derived.
 JA0833
 JA0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8861182943(NAD 83)
 JA0833_MARKER: DB = BENCH MARK DISK
 JA0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0833_SP_SET: CONCRETE POST
 JA0833_STAMPING: F 312 1965
 JA0833_MARK LOGO: CGS   
 JA0833_PROJECTION: FLUSH
 JA0833_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA0833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA0833+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1988
 JA0833
 JA0833  HISTORY     - Date     Condition        Report By
 JA0833  HISTORY     - 1965     MONUMENTED       CGS
 JA0833  HISTORY     - 1986     GOOD             NGS
 JA0833  HISTORY     - 19880702 GOOD             NGS
 JA0833
 JA0833                          STATION DESCRIPTION
 JA0833
 JA0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JA0833'6.2 MI NE FROM WASHINGTON.
 JA0833'ABOUT 2.6 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JA0833'THE STATION AT WASHINGTON, THENCE 1.7 MILES NORTH ALONG A DIRT
 JA0833'AND GRAVELED FARM ROAD, THENCE 0.5 MILE EAST ALONG A PAVED ROAD,
 JA0833'THENCE 0.5 MILE NORTH ALONG A PAVED ROAD, THENCE 0.8 MILE WEST
 JA0833'ALONG A GRAVELED ROAD, THENCE 0.1 MILE NORTH ALONG A PAVED ROAD,
 JA0833'IN SECTION 13, T 3 N, R 7 W, 127 FEET SOUTHWEST OF THE SOUTHWEST
 JA0833'CORNER OF THE ADMINISTRATION BUILDING AT THE DAVIESS COUNTY
 JA0833'AIRPORT, 19 FEET EAST OF THE CENTER LINE OF THE ROAD, 3.5 FEET
 JA0833'NORTHEAST OF A POWER POLE BEARING A TRANSFORMER, 1.9 FEET SOUTH
 JA0833'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD,
 JA0833'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JA0833
 JA0833                          STATION RECOVERY (1986)
 JA0833
 JA0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA0833'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.5 KM (2.8
 JA0833'MI) NORTHERLY ALONG STATE HIGHWAY 57 FROM ITS JUNCTION WITH U.S.
 JA0833'HIGHWAY 50 IN WASHINGTON, THENCE 1.7 KM (1.05 MI) EASTERLY ALONG
 JA0833'COUNTY ROAD 250 N, THENCE 0.9 KM (0.55 MI) NORTHERLY ALONG COUNTY ROAD
 JA0833'75 E, THENCE 1.7 KM (1.05 MI) EASTERLY ALONG COUNTY ROAD 275 N, THENCE
 JA0833'0.2 KM (0.1 MI) NORTHEAST ALONG THE DAVIESS COUNTY AIRPORT ENTRANCE
 JA0833'ROAD, 31.9 M (104.7 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 JA0833'AIRPORT OFFICE BUILDING, 5.1 M (16.7 FT) SOUTHEAST OF THE CENTER OF
 JA0833'THE ROAD, AND 1.0 M (3.3 FT) NORTHEAST OF A UTILITY POLE WITH A
 JA0833'TRANSFORMER.
 JA0833'THE MARK IS 0.6 METERS  S FROM  A WITNESS POST
 JA0833'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 JA0833
 JA0833                          STATION RECOVERY (1988)
 JA0833
 JA0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 JA0833'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTHEAST OF WASHINGTON
 JA0833'AND AT THE WASHINGTON-DAVIESS COUNTY AIRPORT ENTRANCE.
 JA0833'OWNERSHIP--INDIANA DEPARTMENT OF HIGHWAYS, 100 NORTH SENATE AVENUE,
 JA0833'ROOM 1101, STATE OFFICE BUILDING, INDIANAPOLIS, IN 46204, PHONE
 JA0833'317-232-5533.
 JA0833'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 AND COUNTY
 JA0833'ROAD 75E IN WASHINGTON, GO NORTHEAST ON COUNTY ROAD 75E FOR 1.8 KM
 JA0833'(1.10 MI) TO A ROAD RIGHT.  TURN RIGHT AND GO 1.6 KM (1.00 MI) TO ROAD
 JA0833'LEFT TO AIRPORT, TURN LEFT FOR 0.2 KM (0.10 MI) TO MARK ON THE RIGHT.
 JA0833'THE STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---F 312
 JA0833'1965---, SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 6
 JA0833'INCHES ABOVE THE GROUND SURFACE.  LOCATED 38.7 M (127.0 FT) SOUTHWEST
 JA0833'OF THE SOUTHWEST CORNER OF AIRPORT OFFICE BUILDING, 5.8 M (19.0 FT)
 JA0833'EAST FROM CENTER OF ROAD, 1.1 M (3.6 FT) NORTHEAST FROM A POWERLINE
 JA0833'POLE WITH TRANSFORMER, 0.6 M (2.0 FT) SOUTH FROM A METAL WITNESS POST
 JA0833'AND ABOUT 0.3 M (1.0 FT) BELOW ROADWAY.
 JA0833'GPS SURVEY, FAA AIRPORTS, INDIANA.
 JA0833'DESCRIBED BY D.A. BOWLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0433 ***********************************************************************
 JA0433  DESIGNATION -  F 313
 JA0433  PID         -  JA0433
 JA0433  STATE/COUNTY-  IN/CRAWFORD
 JA0433  USGS QUAD   -  LEAVENWORTH (1980)
 JA0433
 JA0433                         *CURRENT SURVEY CONTROL
 JA0433  ___________________________________________________________________
 JA0433* NAD 83(1986)-  38 12 01.     (N)    086 20 38.     (W)     SCALED    
 JA0433* NAVD 88     -       203.552  (meters)     667.82   (feet)  ADJUSTED  
 JA0433  ___________________________________________________________________
 JA0433  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JA0433  DYNAMIC HT  -         203.406 (meters)     667.34  (feet)  COMP
 JA0433  MODELED GRAV-     979,906.7   (mgal)                       NAVD 88
 JA0433
 JA0433  VERT ORDER  -  FIRST     CLASS II
 JA0433
 JA0433.The horizontal coordinates were scaled from a topographic map and have
 JA0433.an estimated accuracy of +/- 6 seconds.
 JA0433
 JA0433.The orthometric height was determined by differential leveling
 JA0433.and adjusted by the National Geodetic Survey in June 1991..
 JA0433
 JA0433.The geoid height was determined by GEOID03.
 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     -   327,980.      964,770.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0433.See file dsdata.txt to determine how the superseded data were derived.
 JA0433
 JA0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH574282(NAD 83)
 JA0433_MARKER: DB = BENCH MARK DISK
 JA0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0433_STAMPING: F 313 1965
 JA0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0433+STABILITY: SURFACE MOTION
 JA0433
 JA0433  HISTORY     - Date     Condition        Report By
 JA0433  HISTORY     - 1965     MONUMENTED       CGS
 JA0433  HISTORY     - 1965     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1965
 JA0433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0859 ***********************************************************************
 JA0859  DESIGNATION -  F 314
 JA0859  PID         -  JA0859
 JA0859  STATE/COUNTY-  IN/KNOX
 JA0859  USGS QUAD   -  WHEATLAND (1988)
 JA0859
 JA0859                         *CURRENT SURVEY CONTROL
 JA0859  ___________________________________________________________________
 JA0859* NAD 83(1986)-  38 39 44.     (N)    087 17 08.     (W)     SCALED    
 JA0859* NAVD 88     -       147.310  (meters)     483.30   (feet)  ADJUSTED  
 JA0859  ___________________________________________________________________
 JA0859  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 JA0859  DYNAMIC HT  -         147.217 (meters)     482.99  (feet)  COMP
 JA0859  MODELED GRAV-     979,993.5   (mgal)                       NAVD 88
 JA0859
 JA0859  VERT ORDER  -  FIRST     CLASS II
 JA0859
 JA0859.The horizontal coordinates were scaled from a topographic map and have
 JA0859.an estimated accuracy of +/- 6 seconds.
 JA0859
 JA0859.The orthometric height was determined by differential leveling
 JA0859.and adjusted by the National Geodetic Survey in June 1991..
 JA0859
 JA0859.The geoid height was determined by GEOID03.
 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     -   379,020.      882,400.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0859.See file dsdata.txt to determine how the superseded data were derived.
 JA0859
 JA0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH751793(NAD 83)
 JA0859_MARKER: DB = BENCH MARK DISK
 JA0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0859_SP_SET: CONCRETE POST
 JA0859_STAMPING: F 314 1965
 JA0859_MARK LOGO: CGS   
 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 = OCTOBER  6, 2006
 JA0940 ***********************************************************************
 JA0940  DESIGNATION -  F 315
 JA0940  PID         -  JA0940
 JA0940  STATE/COUNTY-  IN/DAVIESS
 JA0940  USGS QUAD   -  SANDY HOOK (1980)
 JA0940
 JA0940                         *CURRENT SURVEY CONTROL
 JA0940  ___________________________________________________________________
 JA0940* NAD 83(1986)-  38 32 55.     (N)    087 13 21.     (W)     SCALED    
 JA0940* NAVD 88     -       132.928  (meters)     436.11   (feet)  POSTED    
 JA0940  ___________________________________________________________________
 JA0940  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JA0940  DYNAMIC HT  -         132.840 (meters)     435.83  (feet)  COMP
 JA0940  MODELED GRAV-     979,979.1   (mgal)                       NAVD 88
 JA0940
 JA0940  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 JA0940
 JA0940.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 JA0940.rate greater than 8.0 mm/km.
 JA0940
 JA0940.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0940.See file dsdata.txt to determine how the superseded data were derived.
 JA0940
 JA0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH806667(NAD 83)
 JA0940_MARKER: DB = BENCH MARK DISK
 JA0940_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0940_SP_SET: 72 FEET
 JA0940_STAMPING: F 315 1965
 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 = OCTOBER  6, 2006
 JA1059 ***********************************************************************
 JA1059  DESIGNATION -  F 316
 JA1059  PID         -  JA1059
 JA1059  STATE/COUNTY-  IN/GIBSON
 JA1059  USGS QUAD   -  FRANCISCO (1977)
 JA1059
 JA1059                         *CURRENT SURVEY CONTROL
 JA1059  ___________________________________________________________________
 JA1059* NAD 83(1986)-  38 15 56.     (N)    087 23 03.     (W)     SCALED    
 JA1059* NAVD 88     -       141.859  (meters)     465.42   (feet)  ADJUSTED  
 JA1059  ___________________________________________________________________
 JA1059  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JA1059  DYNAMIC HT  -         141.764 (meters)     465.10  (feet)  COMP
 JA1059  MODELED GRAV-     979,959.7   (mgal)                       NAVD 88
 JA1059
 JA1059  VERT ORDER  -  FIRST     CLASS II
 JA1059
 JA1059.The horizontal coordinates were scaled from a topographic map and have
 JA1059.an estimated accuracy of +/- 6 seconds.
 JA1059
 JA1059.The orthometric height was determined by differential leveling
 JA1059.and adjusted by the National Geodetic Survey in June 1991..
 JA1059
 JA1059.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1059.See file dsdata.txt to determine how the superseded data were derived.
 JA1059
 JA1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH663353(NAD 83)
 JA1059_MARKER: DB = BENCH MARK DISK
 JA1059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA1059_SP_SET: CULVERT
 JA1059_STAMPING: F 316 1965
 JA1059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JA0594 ***********************************************************************
 JA0594  DESIGNATION -  F 317
 JA0594  PID         -  JA0594
 JA0594  STATE/COUNTY-  IN/DUBOIS
 JA0594  USGS QUAD   -  HUNTINGBURG (1990)
 JA0594
 JA0594                         *CURRENT SURVEY CONTROL
 JA0594  ___________________________________________________________________
 JA0594* NAD 83(1986)-  38 15 24.     (N)    086 55 55.     (W)     SCALED    
 JA0594* NAVD 88     -       140.446  (meters)     460.78   (feet)  ADJUSTED  
 JA0594  ___________________________________________________________________
 JA0594  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 JA0594  DYNAMIC HT  -         140.352 (meters)     460.47  (feet)  COMP
 JA0594  MODELED GRAV-     979,951.4   (mgal)                       NAVD 88
 JA0594
 JA0594  VERT ORDER  -  FIRST     CLASS II
 JA0594
 JA0594.The horizontal coordinates were scaled from a topographic map and have
 JA0594.an estimated accuracy of +/- 6 seconds.
 JA0594
 JA0594.The orthometric height was determined by differential leveling
 JA0594.and adjusted by the National Geodetic Survey in June 1991..
 JA0594
 JA0594.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0594.See file dsdata.txt to determine how the superseded data were derived.
 JA0594
 JA0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH059342(NAD 83)
 JA0594_MARKER: DB = BENCH MARK DISK
 JA0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0594_STAMPING: F 317 1965
 JA0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0594+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 HA0570 ***********************************************************************
 HA0570  DESIGNATION -  F 318
 HA0570  PID         -  HA0570
 HA0570  STATE/COUNTY-  IN/SPENCER
 HA0570  USGS QUAD   -  ROCKPORT (1982)
 HA0570
 HA0570                         *CURRENT SURVEY CONTROL
 HA0570  ___________________________________________________________________
 HA0570* NAD 83(1986)-  37 56 16.     (N)    087 02 29.     (W)     SCALED    
 HA0570* NAVD 88     -       118.719  (meters)     389.50   (feet)  ADJUSTED  
 HA0570  ___________________________________________________________________
 HA0570  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 HA0570  DYNAMIC HT  -         118.639 (meters)     389.23  (feet)  COMP
 HA0570  MODELED GRAV-     979,958.5   (mgal)                       NAVD 88
 HA0570
 HA0570  VERT ORDER  -  FIRST     CLASS II
 HA0570
 HA0570.The horizontal coordinates were scaled from a topographic map and have
 HA0570.an estimated accuracy of +/- 6 seconds.
 HA0570
 HA0570.The orthometric height was determined by differential leveling
 HA0570.and adjusted by the National Geodetic Survey in June 1991..
 HA0570
 HA0570.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0570.See file dsdata.txt to determine how the superseded data were derived.
 HA0570
 HA0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG963989(NAD 83)
 HA0570_MARKER: DB = BENCH MARK DISK
 HA0570_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0570_SP_SET: CULVERT
 HA0570_STAMPING: F 318 1965
 HA0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 HA1205 ***********************************************************************
 HA1205  DESIGNATION -  F 318 RESET 1979
 HA1205  PID         -  HA1205
 HA1205  STATE/COUNTY-  IN/SPENCER
 HA1205  USGS QUAD   -  ROCKPORT (1982)
 HA1205
 HA1205                         *CURRENT SURVEY CONTROL
 HA1205  ___________________________________________________________________
 HA1205* NAD 83(1986)-  37 56 16.     (N)    087 02 29.     (W)     SCALED    
 HA1205* NAVD 88     -       119.30   (meters)     391.4    (feet)  RESET     
 HA1205  ___________________________________________________________________
 HA1205  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 HA1205
 HA1205  VERT ORDER  -  THIRD
 HA1205
 HA1205.The horizontal coordinates were scaled from a topographic map and have
 HA1205.an estimated accuracy of +/- 6 seconds.
 HA1205
 HA1205.The orthometric height was computed from unverified reset data.
 HA1205
 HA1205.The geoid height was determined by GEOID03.
 HA1205
 HA1205;                    North         East    Units  Estimated Accuracy
 HA1205;SPC IN W     -   298,590.      903,690.      MT  (+/- 180 meters Scaled)
 HA1205
 HA1205                          SUPERSEDED SURVEY CONTROL
 HA1205
 HA1205  NGVD 29 (04/16/04)  119.40   (m)          391.7    (f) RESET       3  
 HA1205
 HA1205.Superseded values are not recommended for survey control.
 HA1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1205.See file dsdata.txt to determine how the superseded data were derived.
 HA1205
 HA1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG963989(NAD 83)
 HA1205_MARKER: DB = BENCH MARK DISK
 HA1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA1205_STAMPING: F 318 RESET 1979
 HA1205_PROJECTION: FLUSH
 HA1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1205+STABILITY: SURFACE MOTION
 HA1205
 HA1205  HISTORY     - Date     Condition        Report By
 HA1205  HISTORY     - 1979     MONUMENTED       INHD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ0778 ***********************************************************************
 HZ0778  DESIGNATION -  F 319
 HZ0778  PID         -  HZ0778
 HZ0778  STATE/COUNTY-  IN/OHIO
 HZ0778  USGS QUAD   -  RISING SUN (1994)
 HZ0778
 HZ0778                         *CURRENT SURVEY CONTROL
 HZ0778  ___________________________________________________________________
 HZ0778* NAD 83(1986)-  38 57 45.     (N)    084 51 00.     (W)     SCALED    
 HZ0778* NAVD 88     -       161.536  (meters)     529.97   (feet)  ADJUSTED  
 HZ0778  ___________________________________________________________________
 HZ0778  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 HZ0778  DYNAMIC HT  -         161.434 (meters)     529.64  (feet)  COMP
 HZ0778  MODELED GRAV-     979,992.6   (mgal)                       NAVD 88
 HZ0778
 HZ0778  VERT ORDER  -  FIRST     CLASS II
 HZ0778
 HZ0778.The horizontal coordinates were scaled from a topographic map and have
 HZ0778.an estimated accuracy of +/- 6 seconds.
 HZ0778
 HZ0778.The orthometric height was determined by differential leveling
 HZ0778.and adjusted by the National Geodetic Survey in June 1991..
 HZ0778
 HZ0778.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0778.See file dsdata.txt to determine how the superseded data were derived.
 HZ0778
 HZ0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ862148(NAD 83)
 HZ0778_MARKER: DB = BENCH MARK DISK
 HZ0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0778_STAMPING: F 319 1965
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0401 ***********************************************************************
 LB0401  DESIGNATION -  F 32
 LB0401  PID         -  LB0401
 LB0401  STATE/COUNTY-  IN/HAMILTON
 LB0401  USGS QUAD   -  WESTFIELD (1992)
 LB0401
 LB0401                         *CURRENT SURVEY CONTROL
 LB0401  ___________________________________________________________________
 LB0401* NAD 83(1986)-  40 03 25.     (N)    086 08 13.     (W)     SCALED    
 LB0401* NAVD 88     -       276.690  (meters)     907.77   (feet)  ADJUSTED  
 LB0401  ___________________________________________________________________
 LB0401  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 LB0401  DYNAMIC HT  -         276.537 (meters)     907.27  (feet)  COMP
 LB0401  MODELED GRAV-     980,063.2   (mgal)                       NAVD 88
 LB0401
 LB0401  VERT ORDER  -  SECOND    CLASS 0
 LB0401
 LB0401.The horizontal coordinates were scaled from a topographic map and have
 LB0401.an estimated accuracy of +/- 6 seconds.
 LB0401
 LB0401.The orthometric height was determined by differential leveling
 LB0401.and adjusted by the National Geodetic Survey in June 1991..
 LB0401
 LB0401.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0401.See file dsdata.txt to determine how the superseded data were derived.
 LB0401
 LB0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK736344(NAD 83)
 LB0401_MARKER: DB = BENCH MARK DISK
 LB0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0401_STAMPING: F 32 1934
 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 = OCTOBER  6, 2006
 HZ1027 ***********************************************************************
 HZ1027  DESIGNATION -  F 320
 HZ1027  PID         -  HZ1027
 HZ1027  STATE/COUNTY-  IN/SWITZERLAND
 HZ1027  USGS QUAD   -  VEVAY SOUTH (1994)
 HZ1027
 HZ1027                         *CURRENT SURVEY CONTROL
 HZ1027  ___________________________________________________________________
 HZ1027* NAD 83(1986)-  38 44 30.     (N)    085 04 37.     (W)     SCALED    
 HZ1027* NAVD 88     -       148.212  (meters)     486.26   (feet)  ADJUSTED  
 HZ1027  ___________________________________________________________________
 HZ1027  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ1027  DYNAMIC HT  -         148.117 (meters)     485.95  (feet)  COMP
 HZ1027  MODELED GRAV-     979,985.7   (mgal)                       NAVD 88
 HZ1027
 HZ1027  VERT ORDER  -  FIRST     CLASS II
 HZ1027
 HZ1027.The horizontal coordinates were scaled from a topographic map and have
 HZ1027.an estimated accuracy of +/- 6 seconds.
 HZ1027
 HZ1027.The orthometric height was determined by differential leveling
 HZ1027.and adjusted by the National Geodetic Survey in June 1991..
 HZ1027
 HZ1027.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1027.See file dsdata.txt to determine how the superseded data were derived.
 HZ1027
 HZ1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH671898(NAD 83)
 HZ1027_MARKER: DB = BENCH MARK DISK
 HZ1027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1027_SP_SET: BUILDING
 HZ1027_STAMPING: F 320 1965
 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 = OCTOBER  6, 2006
 HZ1062 ***********************************************************************
 HZ1062  DESIGNATION -  F 321
 HZ1062  PID         -  HZ1062
 HZ1062  STATE/COUNTY-  IN/JEFFERSON
 HZ1062  USGS QUAD   -  CLIFTY FALLS (1992)
 HZ1062
 HZ1062                         *CURRENT SURVEY CONTROL
 HZ1062  ___________________________________________________________________
 HZ1062* NAD 83(1986)-  38 45 36.     (N)    085 27 43.     (W)     SCALED    
 HZ1062* NAVD 88     -       247.279  (meters)     811.28   (feet)  ADJUSTED  
 HZ1062  ___________________________________________________________________
 HZ1062  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ1062  DYNAMIC HT  -         247.116 (meters)     810.75  (feet)  COMP
 HZ1062  MODELED GRAV-     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 topographic map and have
 HZ1062.an estimated accuracy of +/- 6 seconds.
 HZ1062
 HZ1062.The orthometric height was determined by differential leveling
 HZ1062.and adjusted by the National Geodetic Survey in June 1991..
 HZ1062
 HZ1062.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1062.See file dsdata.txt to determine how the superseded data were derived.
 HZ1062
 HZ1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH336912(NAD 83)
 HZ1062_MARKER: DB = BENCH MARK DISK
 HZ1062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1062_SP_SET: FOUNDATION
 HZ1062_STAMPING: F 321 1965
 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 = OCTOBER  6, 2006
 HZ1618 ***********************************************************************
 HZ1618  DESIGNATION -  F 322
 HZ1618  PID         -  HZ1618
 HZ1618  STATE/COUNTY-  IN/CLARK
 HZ1618  USGS QUAD   -  CHARLESTOWN (1993)
 HZ1618
 HZ1618                         *CURRENT SURVEY CONTROL
 HZ1618  ___________________________________________________________________
 HZ1618* NAD 83(1986)-  38 24 08.     (N)    085 38 10.     (W)     SCALED    
 HZ1618* NAVD 88     -       186.083  (meters)     610.51   (feet)  ADJUSTED  
 HZ1618  ___________________________________________________________________
 HZ1618  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 HZ1618  DYNAMIC HT  -         185.959 (meters)     610.10  (feet)  COMP
 HZ1618  MODELED GRAV-     979,961.3   (mgal)                       NAVD 88
 HZ1618
 HZ1618  VERT ORDER  -  FIRST     CLASS II
 HZ1618
 HZ1618.The horizontal coordinates were scaled from a topographic map and have
 HZ1618.an estimated accuracy of +/- 6 seconds.
 HZ1618
 HZ1618.The orthometric height was determined by differential leveling
 HZ1618.and adjusted by the National Geodetic Survey in June 1991..
 HZ1618
 HZ1618.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1618.See file dsdata.txt to determine how the superseded data were derived.
 HZ1618
 HZ1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH190513(NAD 83)
 HZ1618_MARKER: DB = BENCH MARK DISK
 HZ1618_SETTING: 66 = SET IN ROCK OUTCROP
 HZ1618_SP_SET: ROCK OUTCROP
 HZ1618_STAMPING: F 322 1965
 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 = OCTOBER  6, 2006
 JA0453 ***********************************************************************
 JA0453  DESIGNATION -  F 324
 JA0453  PID         -  JA0453
 JA0453  STATE/COUNTY-  IN/HARRISON
 JA0453  USGS QUAD   -  LACONIA (1994)
 JA0453
 JA0453                         *CURRENT SURVEY CONTROL
 JA0453  ___________________________________________________________________
 JA0453* NAD 83(1986)-  38 01 56.     (N)    086 06 20.     (W)     SCALED    
 JA0453* NAVD 88     -       186.589  (meters)     612.17   (feet)  ADJUSTED  
 JA0453  ___________________________________________________________________
 JA0453  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JA0453  DYNAMIC HT  -         186.456 (meters)     611.73  (feet)  COMP
 JA0453  MODELED GRAV-     979,916.6   (mgal)                       NAVD 88
 JA0453
 JA0453  VERT ORDER  -  FIRST     CLASS II
 JA0453
 JA0453.The horizontal coordinates were scaled from a topographic map and have
 JA0453.an estimated accuracy of +/- 6 seconds.
 JA0453
 JA0453.The orthometric height was determined by differential leveling
 JA0453.and adjusted by the National Geodetic Survey in June 1991..
 JA0453
 JA0453.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 JA0453;SPC IN E     -   309,160.       61,470.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0453.See file dsdata.txt to determine how the superseded data were derived.
 JA0453
 JA0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH784097(NAD 83)
 JA0453_MARKER: DB = BENCH MARK DISK
 JA0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0453_STAMPING: F 324 1965
 JA0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0453+STABILITY: SURFACE MOTION
 JA0453
 JA0453  HISTORY     - Date     Condition        Report By
 JA0453  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA1107 ***********************************************************************
 HA1107  DESIGNATION -  F 325
 HA1107  PID         -  HA1107
 HA1107  STATE/COUNTY-  IN/VANDERBURGH
 HA1107  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1107
 HA1107                         *CURRENT SURVEY CONTROL
 HA1107  ___________________________________________________________________
 HA1107* NAD 83(1986)-  37 57 13.     (N)    087 36 57.     (W)     SCALED    
 HA1107* NAVD 88     -       117.374  (meters)     385.08   (feet)  ADJUSTED  
 HA1107  ___________________________________________________________________
 HA1107  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HA1107  DYNAMIC HT  -         117.293 (meters)     384.82  (feet)  COMP
 HA1107  MODELED GRAV-     979,935.7   (mgal)                       NAVD 88
 HA1107
 HA1107  VERT ORDER  -  FIRST     CLASS II
 HA1107
 HA1107.The horizontal coordinates were scaled from a topographic map and have
 HA1107.an estimated accuracy of +/- 6 seconds.
 HA1107
 HA1107.The orthometric height was determined by differential leveling
 HA1107.and adjusted by the National Geodetic Survey in June 1991..
 HA1107
 HA1107.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1107.See file dsdata.txt to determine how the superseded data were derived.
 HA1107
 HA1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH458008(NAD 83)
 HA1107_MARKER: DB = BENCH MARK DISK
 HA1107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA1107_SP_SET: CONCRETE FLOODGATE GUIDE
 HA1107_STAMPING: F 325 1965
 HA1107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 HA0710 ***********************************************************************
 HA0710  DESIGNATION -  F 326
 HA0710  PID         -  HA0710
 HA0710  STATE/COUNTY-  IN/WARRICK
 HA0710  USGS QUAD   -  NEWBURGH (1980)
 HA0710
 HA0710                         *CURRENT SURVEY CONTROL
 HA0710  ___________________________________________________________________
 HA0710* NAD 83(1986)-  37 57 05.     (N)    087 25 42.     (W)     SCALED    
 HA0710* NAVD 88     -       120.255  (meters)     394.54   (feet)  ADJUSTED  
 HA0710  ___________________________________________________________________
 HA0710  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HA0710  DYNAMIC HT  -         120.173 (meters)     394.27  (feet)  COMP
 HA0710  MODELED GRAV-     979,943.1   (mgal)                       NAVD 88
 HA0710
 HA0710  VERT ORDER  -  FIRST     CLASS II
 HA0710
 HA0710.The horizontal coordinates were scaled from a topographic map and have
 HA0710.an estimated accuracy of +/- 6 seconds.
 HA0710
 HA0710.The orthometric height was determined by differential leveling
 HA0710.and adjusted by the National Geodetic Survey in June 1991..
 HA0710
 HA0710.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0710.See file dsdata.txt to determine how the superseded data were derived.
 HA0710
 HA0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH623005(NAD 83)
 HA0710_MARKER: DB = BENCH MARK DISK
 HA0710_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HA0710_SP_SET: 8 FEET
 HA0710_STAMPING: E 326 1965
 HA0710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0710
 HA0710  HISTORY     - Date     Condition        Report By
 HA0710  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0622 ***********************************************************************
 JA0622  DESIGNATION -  F 327
 JA0622  PID         -  JA0622
 JA0622  STATE/COUNTY-  IN/PERRY
 JA0622  USGS QUAD   -  BRANCHVILLE (1993)
 JA0622
 JA0622                         *CURRENT SURVEY CONTROL
 JA0622  ___________________________________________________________________
 JA0622* NAD 83(1986)-  38 08 36.     (N)    086 30 19.     (W)     SCALED    
 JA0622* NAVD 88     -       241.363  (meters)     791.87   (feet)  ADJUSTED  
 JA0622  ___________________________________________________________________
 JA0622  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JA0622  DYNAMIC HT  -         241.189 (meters)     791.30  (feet)  COMP
 JA0622  MODELED GRAV-     979,904.8   (mgal)                       NAVD 88
 JA0622
 JA0622  VERT ORDER  -  FIRST     CLASS II
 JA0622
 JA0622.The horizontal coordinates were scaled from a topographic map and have
 JA0622.an estimated accuracy of +/- 6 seconds.
 JA0622
 JA0622.The orthometric height was determined by differential leveling
 JA0622.and adjusted by the National Geodetic Survey in June 1991..
 JA0622
 JA0622.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0622.See file dsdata.txt to determine how the superseded data were derived.
 JA0622
 JA0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH433218(NAD 83)
 JA0622_MARKER: DB = BENCH MARK DISK
 JA0622_SETTING: 66 = SET IN ROCK OUTCROP
 JA0622_SP_SET: ROCK OUTCROP
 JA0622_STAMPING: F 327 1965
 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 = OCTOBER  6, 2006
 JA0544 ***********************************************************************
 JA0544  DESIGNATION -  F 328
 JA0544  PID         -  JA0544
 JA0544  STATE/COUNTY-  IN/DUBOIS
 JA0544  USGS QUAD   -  BIRDSEYE (1993)
 JA0544
 JA0544                         *CURRENT SURVEY CONTROL
 JA0544  ___________________________________________________________________
 JA0544* NAD 83(1986)-  38 19 17.     (N)    086 41 03.     (W)     SCALED    
 JA0544* NAVD 88     -       229.911  (meters)     754.30   (feet)  ADJUSTED  
 JA0544  ___________________________________________________________________
 JA0544  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 JA0544  DYNAMIC HT  -         229.754 (meters)     753.78  (feet)  COMP
 JA0544  MODELED GRAV-     979,938.5   (mgal)                       NAVD 88
 JA0544
 JA0544  VERT ORDER  -  FIRST     CLASS II
 JA0544
 JA0544.The horizontal coordinates were scaled from a topographic map and have
 JA0544.an estimated accuracy of +/- 6 seconds.
 JA0544
 JA0544.The orthometric height was determined by differential leveling
 JA0544.and adjusted by the National Geodetic Survey in June 1991..
 JA0544
 JA0544.The geoid height was determined by GEOID03.
 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     -   341,240.      934,910.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0544.See file dsdata.txt to determine how the superseded data were derived.
 JA0544
 JA0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH276415(NAD 83)
 JA0544_MARKER: DB = BENCH MARK DISK
 JA0544_SETTING: 66 = SET IN ROCK OUTCROP
 JA0544_SP_SET: ROCK OUTCROP
 JA0544_STAMPING: F 328 1965
 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 = OCTOBER  6, 2006
 HA0551 ***********************************************************************
 HA0551  DESIGNATION -  F 329
 HA0551  PID         -  HA0551
 HA0551  STATE/COUNTY-  IN/SPENCER
 HA0551  USGS QUAD   -  LEWISPORT (1967)
 HA0551
 HA0551                         *CURRENT SURVEY CONTROL
 HA0551  ___________________________________________________________________
 HA0551* NAD 83(1986)-  37 57 10.     (N)    086 56 25.     (W)     SCALED    
 HA0551* NAVD 88     -       121.660  (meters)     399.15   (feet)  ADJUSTED  
 HA0551  ___________________________________________________________________
 HA0551  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 HA0551  DYNAMIC HT  -         121.578 (meters)     398.88  (feet)  COMP
 HA0551  MODELED GRAV-     979,952.5   (mgal)                       NAVD 88
 HA0551
 HA0551  VERT ORDER  -  FIRST     CLASS II
 HA0551
 HA0551.The horizontal coordinates were scaled from a topographic map and have
 HA0551.an estimated accuracy of +/- 6 seconds.
 HA0551
 HA0551.The orthometric height was determined by differential leveling
 HA0551.and adjusted by the National Geodetic Survey in June 1991..
 HA0551
 HA0551.The geoid height was determined by GEOID03.
 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     -   300,260.      912,570.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0551.See file dsdata.txt to determine how the superseded data were derived.
 HA0551
 HA0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH052005(NAD 83)
 HA0551_MARKER: DB = BENCH MARK DISK
 HA0551_SETTING: 66 = SET IN ROCK OUTCROP
 HA0551_SP_SET: ROCK OUTCROP
 HA0551_STAMPING: F 329 1965
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0889 ***********************************************************************
 KA0889  DESIGNATION -  F 33
 KA0889  PID         -  KA0889
 KA0889  STATE/COUNTY-  IN/MONTGOMERY
 KA0889  USGS QUAD   -  ALAMO (1980)
 KA0889
 KA0889                         *CURRENT SURVEY CONTROL
 KA0889  ___________________________________________________________________
 KA0889* NAD 83(1986)-  39 53 02.     (N)    087 02 02.     (W)     SCALED    
 KA0889* NAVD 88     -       229.564  (meters)     753.16   (feet)  ADJUSTED  
 KA0889  ___________________________________________________________________
 KA0889  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KA0889  DYNAMIC HT  -         229.436 (meters)     752.74  (feet)  COMP
 KA0889  MODELED GRAV-     980,063.2   (mgal)                       NAVD 88
 KA0889
 KA0889  VERT ORDER  -  SECOND    CLASS 0
 KA0889
 KA0889.The horizontal coordinates were scaled from a topographic map and have
 KA0889.an estimated accuracy of +/- 6 seconds.
 KA0889
 KA0889.The orthometric height was determined by differential leveling
 KA0889.and adjusted by the National Geodetic Survey in June 1991..
 KA0889
 KA0889.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0889.See file dsdata.txt to determine how the superseded data were derived.
 KA0889
 KA0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK971148(NAD 83)
 KA0889_MARKER: DB = BENCH MARK DISK
 KA0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0889_STAMPING: F 33 1934
 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             NGS
 KA0889
 KA0889                          STATION DESCRIPTION
 KA0889
 KA0889'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA0512 ***********************************************************************
 HA0512  DESIGNATION -  F 330
 HA0512  PID         -  HA0512
 HA0512  STATE/COUNTY-  IN/PERRY
 HA0512  USGS QUAD   -  CANNELTON (1993)
 HA0512
 HA0512                         *CURRENT SURVEY CONTROL
 HA0512  ___________________________________________________________________
 HA0512* NAD 83(1986)-  37 56 18.     (N)    086 37 58.     (W)     SCALED    
 HA0512* NAVD 88     -       153.629  (meters)     504.03   (feet)  ADJUSTED  
 HA0512  ___________________________________________________________________
 HA0512  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 HA0512  DYNAMIC HT  -         153.520 (meters)     503.67  (feet)  COMP
 HA0512  MODELED GRAV-     979,915.4   (mgal)                       NAVD 88
 HA0512
 HA0512  VERT ORDER  -  FIRST     CLASS II
 HA0512
 HA0512.The horizontal coordinates were scaled from a topographic map and have
 HA0512.an estimated accuracy of +/- 6 seconds.
 HA0512
 HA0512.The orthometric height was determined by differential leveling
 HA0512.and adjusted by the National Geodetic Survey in June 1991..
 HA0512
 HA0512.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0512.See file dsdata.txt to determine how the superseded data were derived.
 HA0512
 HA0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG322990(NAD 83)
 HA0512_MARKER: DB = BENCH MARK DISK
 HA0512_SETTING: 66 = SET IN ROCK OUTCROP
 HA0512_SP_SET: ROCK OUTCROP
 HA0512_STAMPING: F 330 1965
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0985 ***********************************************************************
 JA0985  DESIGNATION -  F 331
 JA0985  PID         -  JA0985
 JA0985  STATE/COUNTY-  IN/PIKE
 JA0985  USGS QUAD   -  VELPEN (1980)
 JA0985
 JA0985                         *CURRENT SURVEY CONTROL
 JA0985  ___________________________________________________________________
 JA0985* NAD 83(1986)-  38 21 09.     (N)    087 05 41.     (W)     SCALED    
 JA0985* NAVD 88     -       143.330  (meters)     470.24   (feet)  ADJUSTED  
 JA0985  ___________________________________________________________________
 JA0985  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 JA0985  DYNAMIC HT  -         143.235 (meters)     469.93  (feet)  COMP
 JA0985  MODELED GRAV-     979,963.9   (mgal)                       NAVD 88
 JA0985
 JA0985  VERT ORDER  -  FIRST     CLASS II
 JA0985
 JA0985.The horizontal coordinates were scaled from a topographic map and have
 JA0985.an estimated accuracy of +/- 6 seconds.
 JA0985
 JA0985.The orthometric height was determined by differential leveling
 JA0985.and adjusted by the National Geodetic Survey in June 1991..
 JA0985
 JA0985.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0985.See file dsdata.txt to determine how the superseded data were derived.
 JA0985
 JA0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH917449(NAD 83)
 JA0985_MARKER: DB = BENCH MARK DISK
 JA0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0985_STAMPING: F 331 1965
 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 = OCTOBER  6, 2006
 JA1035 ***********************************************************************
 JA1035  DESIGNATION -  F 332
 JA1035  PID         -  JA1035
 JA1035  STATE/COUNTY-  IN/GIBSON
 JA1035  USGS QUAD   -  FRANCISCO (1977)
 JA1035
 JA1035                         *CURRENT SURVEY CONTROL
 JA1035  ___________________________________________________________________
 JA1035* NAD 83(1986)-  38 19 54.     (N)    087 27 50.     (W)     SCALED    
 JA1035* NAVD 88     -       139.850  (meters)     458.82   (feet)  ADJUSTED  
 JA1035  ___________________________________________________________________
 JA1035  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 JA1035  DYNAMIC HT  -         139.757 (meters)     458.52  (feet)  COMP
 JA1035  MODELED GRAV-     979,962.1   (mgal)                       NAVD 88
 JA1035
 JA1035  VERT ORDER  -  FIRST     CLASS II
 JA1035
 JA1035.The horizontal coordinates were scaled from a topographic map and have
 JA1035.an estimated accuracy of +/- 6 seconds.
 JA1035
 JA1035.The orthometric height was determined by differential leveling
 JA1035.and adjusted by the National Geodetic Survey in June 1991..
 JA1035
 JA1035.The geoid height was determined by GEOID03.
 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     -   342,380.      866,730.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1035.See file dsdata.txt to determine how the superseded data were derived.
 JA1035
 JA1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH594427(NAD 83)
 JA1035_MARKER: DB = BENCH MARK DISK
 JA1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1035_STAMPING: F 332 1965
 JA1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1035+STABILITY: SURFACE MOTION
 JA1035
 JA1035  HISTORY     - Date     Condition        Report By
 JA1035  HISTORY     - 1965     MONUMENTED       CGS
 JA1035  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0984 ***********************************************************************
 MD0984  DESIGNATION -  F 333
 MD0984  PID         -  MD0984
 MD0984  STATE/COUNTY-  IN/WHITLEY
 MD0984  USGS QUAD   -  LORANE (1965)
 MD0984
 MD0984                         *CURRENT SURVEY CONTROL
 MD0984  ___________________________________________________________________
 MD0984* NAD 83(1986)-  41 10 04.     (N)    085 34 49.     (W)     SCALED    
 MD0984* NAVD 88     -       272.259  (meters)     893.24   (feet)  ADJUSTED  
 MD0984  ___________________________________________________________________
 MD0984  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 MD0984  DYNAMIC HT  -         272.147 (meters)     892.87  (feet)  COMP
 MD0984  MODELED GRAV-     980,207.6   (mgal)                       NAVD 88
 MD0984
 MD0984  VERT ORDER  -  FIRST     CLASS I
 MD0984
 MD0984.The horizontal coordinates were scaled from a topographic map and have
 MD0984.an estimated accuracy of +/- 6 seconds.
 MD0984
 MD0984.The orthometric height was determined by differential leveling
 MD0984.and adjusted by the National Geodetic Survey in June 1991..
 MD0984
 MD0984.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD0984
 MD0984  NGVD 29 (01/19/93)  272.404  (m)          893.71   (f) ADJUSTED    1 1
 MD0984
 MD0984.Superseded values are not recommended for survey control.
 MD0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0984.See file dsdata.txt to determine how the superseded data were derived.
 MD0984
 MD0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL190583(NAD 83)
 MD0984_MARKER: DB = BENCH MARK DISK
 MD0984_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD0984_SP_SET: COPPER-CLAD STEEL ROD
 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 = OCTOBER  6, 2006
 MD1000 ***********************************************************************
 MD1000  DESIGNATION -  F 334
 MD1000  PID         -  MD1000
 MD1000  STATE/COUNTY-  IN/KOSCIUSKO
 MD1000  USGS QUAD   -  PIERCETON (1994)
 MD1000
 MD1000                         *CURRENT SURVEY CONTROL
 MD1000  ___________________________________________________________________
 MD1000* NAD 83(1986)-  41 12 02.     (N)    085 42 20.     (W)     SCALED    
 MD1000* NAVD 88     -       282.283  (meters)     926.12   (feet)  ADJUSTED  
 MD1000  ___________________________________________________________________
 MD1000  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MD1000  DYNAMIC HT  -         282.165 (meters)     925.74  (feet)  COMP
 MD1000  MODELED GRAV-     980,195.7   (mgal)                       NAVD 88
 MD1000
 MD1000  VERT ORDER  -  FIRST     CLASS I
 MD1000
 MD1000.The horizontal coordinates were scaled from a topographic map and have
 MD1000.an estimated accuracy of +/- 6 seconds.
 MD1000
 MD1000.The orthometric height was determined by differential leveling
 MD1000.and adjusted by the National Geodetic Survey in June 1991..
 MD1000
 MD1000.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1000
 MD1000  NGVD 29 (01/19/93)  282.423  (m)          926.58   (f) ADJUSTED    1 1
 MD1000
 MD1000.Superseded values are not recommended for survey control.
 MD1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1000.See file dsdata.txt to determine how the superseded data were derived.
 MD1000
 MD1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL085618(NAD 83)
 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 = OCTOBER  6, 2006
 ME0553 ***********************************************************************
 ME0553  DESIGNATION -  F 335
 ME0553  PID         -  ME0553
 ME0553  STATE/COUNTY-  IN/LA PORTE
 ME0553  USGS QUAD   -  HANNA (1958)
 ME0553
 ME0553                         *CURRENT SURVEY CONTROL
 ME0553  ___________________________________________________________________
 ME0553* NAD 83(1986)-  41 25 00.     (N)    086 48 49.     (W)     SCALED    
 ME0553* NAVD 88     -       216.168  (meters)     709.21   (feet)  ADJUSTED  
 ME0553  ___________________________________________________________________
 ME0553  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0553  DYNAMIC HT  -         216.080 (meters)     708.92  (feet)  COMP
 ME0553  MODELED GRAV-     980,211.2   (mgal)                       NAVD 88
 ME0553
 ME0553  VERT ORDER  -  FIRST     CLASS I
 ME0553
 ME0553.The horizontal coordinates were scaled from a topographic map and have
 ME0553.an estimated accuracy of +/- 6 seconds.
 ME0553
 ME0553.The orthometric height was determined by differential leveling
 ME0553.and adjusted by the National Geodetic Survey in June 1991..
 ME0553
 ME0553.The geoid height was determined by GEOID03.
 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     -   684,870.      922,550.      MT  (+/- 180 meters Scaled)
 ME0553
 ME0553                          SUPERSEDED SURVEY CONTROL
 ME0553
 ME0553  NGVD 29 (01/19/93)  216.266  (m)          709.53   (f) ADJUSTED    1 1
 ME0553
 ME0553.Superseded values are not recommended for survey control.
 ME0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0553.See file dsdata.txt to determine how the superseded data were derived.
 ME0553
 ME0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL155850(NAD 83)
 ME0553_MARKER: DB = BENCH MARK DISK
 ME0553_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME0553_SP_SET: COPPER-CLAD STEEL ROD
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1198 ***********************************************************************
 ME1198  DESIGNATION -  F 336
 ME1198  PID         -  ME1198
 ME1198  STATE/COUNTY-  IN/PORTER
 ME1198  USGS QUAD   -  VALPARAISO (1992)
 ME1198
 ME1198                         *CURRENT SURVEY CONTROL
 ME1198  ___________________________________________________________________
 ME1198* NAD 83(1986)-  41 26 57.     (N)    087 00 33.     (W)     SCALED    
 ME1198* NAVD 88     -       230.895  (meters)     757.53   (feet)  ADJUSTED  
 ME1198  ___________________________________________________________________
 ME1198  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME1198  DYNAMIC HT  -         230.802 (meters)     757.22  (feet)  COMP
 ME1198  MODELED GRAV-     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 topographic map and have
 ME1198.an estimated accuracy of +/- 6 seconds.
 ME1198
 ME1198.The orthometric height was determined by differential leveling
 ME1198.and adjusted by the National Geodetic Survey in June 1991..
 ME1198
 ME1198.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME1198
 ME1198  NGVD 29 (01/19/93)  230.985  (m)          757.82   (f) ADJUSTED    1 1
 ME1198
 ME1198.Superseded values are not recommended for survey control.
 ME1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1198.See file dsdata.txt to determine how the superseded data were derived.
 ME1198
 ME1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL992886(NAD 83)
 ME1198_MARKER: DB = BENCH MARK DISK
 ME1198_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ME1198_SP_SET: 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 06, 1992
 ME1198
 ME1198  HISTORY     - Date     Condition        Report By
 ME1198  HISTORY     - 1968     MONUMENTED       CGS
 ME1198  HISTORY     - 19920906 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1628 ***********************************************************************
 LB1628  DESIGNATION -  F 34
 LB1628  PID         -  LB1628
 LB1628  STATE/COUNTY-  IN/FOUNTAIN
 LB1628  USGS QUAD   -  STONE BLUFF (1967)
 LB1628
 LB1628                         *CURRENT SURVEY CONTROL
 LB1628  ___________________________________________________________________
 LB1628* NAD 83(1986)-  40 08 01.     (N)    087 22 19.     (W)     SCALED    
 LB1628* NAVD 88     -       181.902  (meters)     596.79   (feet)  ADJUSTED  
 LB1628  ___________________________________________________________________
 LB1628  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LB1628  DYNAMIC HT  -         181.808 (meters)     596.48  (feet)  COMP
 LB1628  MODELED GRAV-     980,108.1   (mgal)                       NAVD 88
 LB1628
 LB1628  VERT ORDER  -  SECOND    CLASS 0
 LB1628
 LB1628.The horizontal coordinates were scaled from a topographic map and have
 LB1628.an estimated accuracy of +/- 6 seconds.
 LB1628
 LB1628.The orthometric height was determined by differential leveling
 LB1628.and adjusted by the National Geodetic Survey in June 1991..
 LB1628
 LB1628.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1628.See file dsdata.txt to determine how the superseded data were derived.
 LB1628
 LB1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK683426(NAD 83)
 LB1628_MARKER: DB = BENCH MARK DISK
 LB1628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1628_SP_SET: CULVERT
 LB1628_STAMPING: F 34 1934
 LB1628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1628
 LB1628  HISTORY     - Date     Condition        Report By
 LB1628  HISTORY     - 1934     MONUMENTED       CGS
 LB1628  HISTORY     - 1934     GOOD             NGS
 LB1628
 LB1628                          STATION DESCRIPTION
 LB1628
 LB1628'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0497 ***********************************************************************
 MD0497  DESIGNATION -  F 34 ALLEN
 MD0497  PID         -  MD0497
 MD0497  STATE/COUNTY-  IN/ALLEN
 MD0497  USGS QUAD   -  GRABILL (1992)
 MD0497
 MD0497                         *CURRENT SURVEY CONTROL
 MD0497  ___________________________________________________________________
 MD0497* NAD 83(1986)-  41 09 59.     (N)    084 57 54.     (W)     SCALED    
 MD0497* NAVD 88     -       237.86   (+/-2cm)     780.4    (feet)  VERTCON   
 MD0497  ___________________________________________________________________
 MD0497  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 MD0497
 MD0497  VERT ORDER  -  THIRD (See Below)
 MD0497
 MD0497.The horizontal coordinates were scaled from a topographic map and have
 MD0497.an estimated accuracy of +/- 6 seconds.
 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.The vertical order pertains to the NGVD 29 superseded value.
 MD0497
 MD0497.The geoid height was determined by GEOID03.
 MD0497
 MD0497;                    North         East    Units  Estimated Accuracy
 MD0497;SPC IN E     -   657,270.      158,880.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0497.See file dsdata.txt to determine how the superseded data were derived.
 MD0497
 MD0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL707592(NAD 83)
 MD0497_MARKER: DD = SURVEY DISK
 MD0497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0497_SP_SET: ABUTMENT
 MD0497_STAMPING: F 34 ALLEN
 MD0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0497
 MD0497  HISTORY     - Date     Condition        Report By
 MD0497  HISTORY     - UNK      MONUMENTED       INHD
 MD0497  HISTORY     - 1962     GOOD             NGS
 MD0497
 MD0497                          STATION DESCRIPTION
 MD0497
 MD0497'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME2126 ***********************************************************************
 ME2126  DESIGNATION -  F 349
 ME2126  PID         -  ME2126
 ME2126  STATE/COUNTY-  IN/LAKE
 ME2126  USGS QUAD   -  GARY (1991)
 ME2126
 ME2126                         *CURRENT SURVEY CONTROL
 ME2126  ___________________________________________________________________
 ME2126* NAD 83(1986)-  41 35 47.     (N)    087 16 42.     (W)     SCALED    
 ME2126* NAVD 88     -       185.001  (meters)     606.96   (feet)  ADJUSTED  
 ME2126  ___________________________________________________________________
 ME2126  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME2126  DYNAMIC HT  -         184.932 (meters)     606.73  (feet)  COMP
 ME2126  MODELED GRAV-     980,249.7   (mgal)                       NAVD 88
 ME2126
 ME2126  VERT ORDER  -  FIRST     CLASS II
 ME2126
 ME2126.The horizontal coordinates were scaled from a topographic map and have
 ME2126.an estimated accuracy of +/- 6 seconds.
 ME2126
 ME2126.The orthometric height was determined by differential leveling
 ME2126.and adjusted by the National Geodetic Survey in June 1991..
 ME2126
 ME2126.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2126
 ME2126  NGVD 29 (01/19/93)  185.107  (m)          607.31   (f) ADJUSTED    1 2
 ME2126
 ME2126.Superseded values are not recommended for survey control.
 ME2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2126.See file dsdata.txt to determine how the superseded data were derived.
 ME2126
 ME2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM768050(NAD 83)
 ME2126_MARKER: I = METAL ROD
 ME2126_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2126_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1653 ***********************************************************************
 KA1653  CBN         -  This is a Cooperative Base Network Control Station.
 KA1653  DESIGNATION -  F 350
 KA1653  PID         -  KA1653
 KA1653  STATE/COUNTY-  IN/MARION
 KA1653  USGS QUAD   -  CLERMONT (1984)
 KA1653
 KA1653                         *CURRENT SURVEY CONTROL
 KA1653  ___________________________________________________________________
 KA1653* NAD 83(1997)-  39 45 51.75539(N)    086 18 09.38069(W)     ADJUSTED  
 KA1653* NAVD 88     -       238.198  (meters)     781.49   (feet)  ADJUSTED  
 KA1653  ___________________________________________________________________
 KA1653  X           -     316,607.609 (meters)                     COMP
 KA1653  Y           -  -4,899,421.260 (meters)                     COMP
 KA1653  Z           -   4,058,041.040 (meters)                     COMP
 KA1653  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 KA1653  ELLIP HEIGHT-         204.99  (meters)          (04/10/98) GPS OBS
 KA1653  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KA1653  DYNAMIC HT  -         238.069 (meters)     781.06  (feet)  COMP
 KA1653  MODELED GRAV-     980,081.3   (mgal)                       NAVD 88
 KA1653
 KA1653  HORZ ORDER  -  B
 KA1653  VERT ORDER  -  FIRST     CLASS II
 KA1653  ELLP ORDER  -  FOURTH    CLASS I
 KA1653
 KA1653.The horizontal coordinates were established by GPS observations
 KA1653.and adjusted by the National Geodetic Survey in April 1998..
 KA1653
 KA1653.The orthometric height was determined by differential leveling
 KA1653.and adjusted by the National Geodetic Survey in June 1991..
 KA1653
 KA1653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA1653
 KA1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1653
 KA1653.The ellipsoidal height was determined by GPS observations
 KA1653.and is referenced to NAD 83.
 KA1653
 KA1653.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 KA1653;SPC IN E     -   501,550.101    45,510.127   MT  1.00000321   -0 24 24.4
 KA1653;SPC IN E     - 1,645,502.29    149,311.14   sFT  1.00000321   -0 24 24.4
 KA1653;UTM  16      - 4,401,838.382   559,733.739   MT  0.99964393   +0 26 45.9
 KA1653
 KA1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1653!SPC IN E     -   0.99996784  x   1.00000321  =   0.99997105
 KA1653!UTM  16      -   0.99996784  x   0.99964393  =   0.99961178
 KA1653
 KA1653                          SUPERSEDED SURVEY CONTROL
 KA1653
 KA1653  NAVD 88 (04/10/98)  238.20   (m)          781.5    (f) LEVELING    3  
 KA1653
 KA1653.Superseded values are not recommended for survey control.
 KA1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1653.See file dsdata.txt to determine how the superseded data were derived.
 KA1653
 KA1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK5973401838(NAD 83)
 KA1653_MARKER: I = METAL ROD
 KA1653_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1653_SP_SET: STAINLESS STEEL ROD
 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' 
 KA1653' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1673 ***********************************************************************
 KA1673  DESIGNATION -  F 351
 KA1673  PID         -  KA1673
 KA1673  STATE/COUNTY-  IN/PUTNAM
 KA1673  USGS QUAD   -  CLOVERDALE (1986)
 KA1673
 KA1673                         *CURRENT SURVEY CONTROL
 KA1673  ___________________________________________________________________
 KA1673* NAD 83(1986)-  39 37 13.     (N)    086 50 44.     (W)     SCALED    
 KA1673* NAVD 88     -       257.127  (meters)     843.59   (feet)  ADJUSTED  
 KA1673  ___________________________________________________________________
 KA1673  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KA1673  DYNAMIC HT  -         256.982 (meters)     843.12  (feet)  COMP
 KA1673  MODELED GRAV-     980,054.8   (mgal)                       NAVD 88
 KA1673
 KA1673  VERT ORDER  -  FIRST     CLASS II
 KA1673
 KA1673.The horizontal coordinates were scaled from a topographic map and have
 KA1673.an estimated accuracy of +/- 6 seconds.
 KA1673
 KA1673.The orthometric height was determined by differential leveling
 KA1673.and adjusted by the National Geodetic Survey in June 1991..
 KA1673
 KA1673.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1673
 KA1673.No superseded survey control is available for this station.
 KA1673
 KA1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ132856(NAD 83)
 KA1673_MARKER: I = METAL ROD
 KA1673_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1673_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1661 ***********************************************************************
 KA1661  DESIGNATION -  F 352
 KA1661  PID         -  KA1661
 KA1661  STATE/COUNTY-  IN/HENDRICKS
 KA1661  USGS QUAD   -  CLAYTON (1970)
 KA1661
 KA1661                         *CURRENT SURVEY CONTROL
 KA1661  ___________________________________________________________________
 KA1661* NAD 83(1986)-  39 44 27.     (N)    086 31 42.     (W)     SCALED    
 KA1661* NAVD 88     -       286.779  (meters)     940.87   (feet)  ADJUSTED  
 KA1661  ___________________________________________________________________
 KA1661  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KA1661  DYNAMIC HT  -         286.622 (meters)     940.36  (feet)  COMP
 KA1661  MODELED GRAV-     980,071.3   (mgal)                       NAVD 88
 KA1661
 KA1661  VERT ORDER  -  FIRST     CLASS II
 KA1661
 KA1661.The horizontal coordinates were scaled from a topographic map and have
 KA1661.an estimated accuracy of +/- 6 seconds.
 KA1661
 KA1661.The orthometric height was determined by differential leveling
 KA1661.and adjusted by the National Geodetic Survey in June 1991..
 KA1661
 KA1661.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 KA1661;SPC IN W     -   498,890.      947,570.      MT  (+/- 180 meters Scaled)
 KA1661
 KA1661                          SUPERSEDED SURVEY CONTROL
 KA1661
 KA1661.No superseded survey control is available for this station.
 KA1661
 KA1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ404990(NAD 83)
 KA1661_MARKER: I = METAL ROD
 KA1661_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1661_SP_SET: STAINLESS STEEL ROD
 KA1661_STAMPING: F 352 1985
 KA1661_MARK LOGO: NGS   
 KA1661_PROJECTION: FLUSH
 KA1661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1661_ROD/PIPE-DEPTH: 8.2  meters
 KA1661
 KA1661  HISTORY     - Date     Condition        Report By
 KA1661  HISTORY     - 1985     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1699 ***********************************************************************
 KA1699  DESIGNATION -  F 353
 KA1699  PID         -  KA1699
 KA1699  STATE/COUNTY-  IN/CLAY
 KA1699  USGS QUAD   -  STAUNTON (1986)
 KA1699
 KA1699                         *CURRENT SURVEY CONTROL
 KA1699  ___________________________________________________________________
 KA1699* NAD 83(1986)-  39 23 22.     (N)    087 13 14.     (W)     SCALED    
 KA1699* NAVD 88     -       187.262  (meters)     614.38   (feet)  ADJUSTED  
 KA1699  ___________________________________________________________________
 KA1699  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KA1699  DYNAMIC HT  -         187.155 (meters)     614.02  (feet)  COMP
 KA1699  MODELED GRAV-     980,048.5   (mgal)                       NAVD 88
 KA1699
 KA1699  VERT ORDER  -  FIRST     CLASS II
 KA1699
 KA1699.The horizontal coordinates were scaled from a topographic map and have
 KA1699.an estimated accuracy of +/- 6 seconds.
 KA1699
 KA1699.The orthometric height was determined by differential leveling
 KA1699.and adjusted by the National Geodetic Survey in June 1991..
 KA1699
 KA1699.The geoid height was determined by GEOID03.
 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     -   459,740.      888,180.      MT  (+/- 180 meters Scaled)
 KA1699
 KA1699                          SUPERSEDED SURVEY CONTROL
 KA1699
 KA1699.No superseded survey control is available for this station.
 KA1699
 KA1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ810600(NAD 83)
 KA1699_MARKER: I = METAL ROD
 KA1699_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1699_SP_SET: STAINLESS STEEL ROD
 KA1699_STAMPING: F 353 1985
 KA1699_MARK LOGO: NGS   
 KA1699_PROJECTION: FLUSH
 KA1699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1699_ROD/PIPE-DEPTH: 5.5  meters
 KA1699
 KA1699  HISTORY     - Date     Condition        Report By
 KA1699  HISTORY     - 1985     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1614 ***********************************************************************
 JA1614  DESIGNATION -  F 354
 JA1614  PID         -  JA1614
 JA1614  STATE/COUNTY-  IN/GREENE
 JA1614  USGS QUAD   -  LYONS (1978)
 JA1614
 JA1614                         *CURRENT SURVEY CONTROL
 JA1614  ___________________________________________________________________
 JA1614* NAD 83(1986)-  38 54 37.     (N)    087 02 09.     (W)     SCALED    
 JA1614* NAVD 88     -       169.948  (meters)     557.57   (feet)  ADJUSTED  
 JA1614  ___________________________________________________________________
 JA1614  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JA1614  DYNAMIC HT  -         169.843 (meters)     557.23  (feet)  COMP
 JA1614  MODELED GRAV-     980,006.3   (mgal)                       NAVD 88
 JA1614
 JA1614  VERT ORDER  -  FIRST     CLASS II
 JA1614
 JA1614.The horizontal coordinates were scaled from a topographic map and have
 JA1614.an estimated accuracy of +/- 6 seconds.
 JA1614
 JA1614.The orthometric height was determined by differential leveling
 JA1614.and adjusted by the National Geodetic Survey in June 1991..
 JA1614
 JA1614.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1614
 JA1614.No superseded survey control is available for this station.
 JA1614
 JA1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ968068(NAD 83)
 JA1614_MARKER: I = METAL ROD
 JA1614_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1614_SP_SET: STAINLESS STEEL ROD
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1569 ***********************************************************************
 JA1569  DESIGNATION -  F 355
 JA1569  PID         -  JA1569
 JA1569  STATE/COUNTY-  IN/DAVIESS
 JA1569  USGS QUAD   -  WASHINGTON (1980)
 JA1569
 JA1569                         *CURRENT SURVEY CONTROL
 JA1569  ___________________________________________________________________
 JA1569* NAD 83(1986)-  38 37 46.     (N)    087 10 50.     (W)     SCALED    
 JA1569* NAVD 88     -       158.546  (meters)     520.16   (feet)  ADJUSTED  
 JA1569  ___________________________________________________________________
 JA1569  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JA1569  DYNAMIC HT  -         158.445 (meters)     519.83  (feet)  COMP
 JA1569  MODELED GRAV-     979,987.7   (mgal)                       NAVD 88
 JA1569
 JA1569  VERT ORDER  -  FIRST     CLASS II
 JA1569
 JA1569.The horizontal coordinates were scaled from a topographic map and have
 JA1569.an estimated accuracy of +/- 6 seconds.
 JA1569
 JA1569.The orthometric height was determined by differential leveling
 JA1569.and adjusted by the National Geodetic Survey in June 1991..
 JA1569
 JA1569.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1569
 JA1569.No superseded survey control is available for this station.
 JA1569
 JA1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH842756(NAD 83)
 JA1569_MARKER: I = METAL ROD
 JA1569_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JA1569+WITH SETTING: INFORMATION.
 JA1569_SP_SET: SHALLOW-SET METAL ROD
 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 = OCTOBER  6, 2006
 JA1592 ***********************************************************************
 JA1592  DESIGNATION -  F 356
 JA1592  PID         -  JA1592
 JA1592  STATE/COUNTY-  IN/GIBSON
 JA1592  USGS QUAD   -  FRANCISCO (1977)
 JA1592
 JA1592                         *CURRENT SURVEY CONTROL
 JA1592  ___________________________________________________________________
 JA1592* NAD 83(1986)-  38 16 00.     (N)    087 23 01.     (W)     SCALED    
 JA1592* NAVD 88     -       144.173  (meters)     473.01   (feet)  ADJUSTED  
 JA1592  ___________________________________________________________________
 JA1592  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JA1592  DYNAMIC HT  -         144.077 (meters)     472.69  (feet)  COMP
 JA1592  MODELED GRAV-     979,959.8   (mgal)                       NAVD 88
 JA1592
 JA1592  VERT ORDER  -  FIRST     CLASS II
 JA1592
 JA1592.The horizontal coordinates were scaled from a topographic map and have
 JA1592.an estimated accuracy of +/- 6 seconds.
 JA1592
 JA1592.The orthometric height was determined by differential leveling
 JA1592.and adjusted by the National Geodetic Survey in June 1991..
 JA1592
 JA1592.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1592
 JA1592.No superseded survey control is available for this station.
 JA1592
 JA1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH664354(NAD 83)
 JA1592_MARKER: I = METAL ROD
 JA1592_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JA1592+WITH SETTING: INFORMATION.
 JA1592_SP_SET: SHALLOW-SET METAL ROD
 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 = OCTOBER  6, 2006
 JZ2847 ***********************************************************************
 JZ2847  DESIGNATION -  F 357
 JZ2847  PID         -  JZ2847
 JZ2847  STATE/COUNTY-  IN/SHELBY
 JZ2847  USGS QUAD   -  SHELBYVILLE (1994)
 JZ2847
 JZ2847                         *CURRENT SURVEY CONTROL
 JZ2847  ___________________________________________________________________
 JZ2847* NAD 83(1986)-  39 32 14.     (N)    085 46 33.     (W)     SCALED    
 JZ2847* NAVD 88     -       230.543  (meters)     756.37   (feet)  ADJUSTED  
 JZ2847  ___________________________________________________________________
 JZ2847  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JZ2847  DYNAMIC HT  -         230.407 (meters)     755.93  (feet)  COMP
 JZ2847  MODELED GRAV-     980,034.2   (mgal)                       NAVD 88
 JZ2847
 JZ2847  VERT ORDER  -  FIRST     CLASS II
 JZ2847
 JZ2847.The horizontal coordinates were scaled from a topographic map and have
 JZ2847.an estimated accuracy of +/- 6 seconds.
 JZ2847
 JZ2847.The orthometric height was determined by differential leveling
 JZ2847.and adjusted by the National Geodetic Survey in June 1991..
 JZ2847
 JZ2847.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ2847
 JZ2847.No superseded survey control is available for this station.
 JZ2847
 JZ2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ051771(NAD 83)
 JZ2847_MARKER: I = METAL ROD
 JZ2847_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2847_SP_SET: STAINLESS STEEL ROD
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2821 ***********************************************************************
 JZ2821  DESIGNATION -  F 358
 JZ2821  PID         -  JZ2821
 JZ2821  STATE/COUNTY-  IN/DECATUR
 JZ2821  USGS QUAD   -  GREENSBURG (1993)
 JZ2821
 JZ2821                         *CURRENT SURVEY CONTROL
 JZ2821  ___________________________________________________________________
 JZ2821* NAD 83(1986)-  39 20 12.     (N)    085 28 25.     (W)     SCALED    
 JZ2821* NAVD 88     -       290.468  (meters)     952.98   (feet)  ADJUSTED  
 JZ2821  ___________________________________________________________________
 JZ2821  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ2821  DYNAMIC HT  -         290.286 (meters)     952.38  (feet)  COMP
 JZ2821  MODELED GRAV-     979,993.3   (mgal)                       NAVD 88
 JZ2821
 JZ2821  VERT ORDER  -  FIRST     CLASS II
 JZ2821
 JZ2821.The horizontal coordinates were scaled from a topographic map and have
 JZ2821.an estimated accuracy of +/- 6 seconds.
 JZ2821
 JZ2821.The orthometric height was determined by differential leveling
 JZ2821.and adjusted by the National Geodetic Survey in June 1991..
 JZ2821
 JZ2821.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ2821
 JZ2821.No superseded survey control is available for this station.
 JZ2821
 JZ2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ315552(NAD 83)
 JZ2821_MARKER: I = METAL ROD
 JZ2821_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2821_SP_SET: STAINLESS STEEL ROD
 JZ2821_STAMPING: F 358 1986
 JZ2821_MARK LOGO: NGS   
 JZ2821_PROJECTION: RECESSED 4 CENTIMETERS
 JZ2821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2821_ROD/PIPE-DEPTH: 10.7 meters
 JZ2821
 JZ2821  HISTORY     - Date     Condition        Report By
 JZ2821  HISTORY     - 1986     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2793 ***********************************************************************
 JZ2793  DESIGNATION -  F 359
 JZ2793  PID         -  JZ2793
 JZ2793  STATE/COUNTY-  IN/DEARBORN
 JZ2793  USGS QUAD   -  HOOVEN (1992)
 JZ2793
 JZ2793                         *CURRENT SURVEY CONTROL
 JZ2793  ___________________________________________________________________
 JZ2793* NAD 83(1986)-  39 07 55.     (N)    084 51 29.     (W)     SCALED    
 JZ2793* NAVD 88     -       166.025  (meters)     544.70   (feet)  ADJUSTED  
 JZ2793  ___________________________________________________________________
 JZ2793  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ2793  DYNAMIC HT  -         165.922 (meters)     544.36  (feet)  COMP
 JZ2793  MODELED GRAV-     980,002.0   (mgal)                       NAVD 88
 JZ2793
 JZ2793  VERT ORDER  -  FIRST     CLASS II
 JZ2793
 JZ2793.The horizontal coordinates were scaled from a topographic map and have
 JZ2793.an estimated accuracy of +/- 6 seconds.
 JZ2793
 JZ2793.The orthometric height was determined by differential leveling
 JZ2793.and adjusted by the National Geodetic Survey in June 1991..
 JZ2793
 JZ2793.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ2793
 JZ2793.No superseded survey control is available for this station.
 JZ2793
 JZ2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ851336(NAD 83)
 JZ2793_MARKER: I = METAL ROD
 JZ2793_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2793_SP_SET: STAINLESS STEEL ROD
 JZ2793_STAMPING: F 359 1986
 JZ2793_MARK LOGO: NGS   
 JZ2793_PROJECTION: FLUSH
 JZ2793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0777 ***********************************************************************
 LA0777  DESIGNATION -  F 36
 LA0777  PID         -  LA0777
 LA0777  STATE/COUNTY-  IN/HUNTINGTON
 LA0777  USGS QUAD   -  HUNTINGTON (1994)
 LA0777
 LA0777                         *CURRENT SURVEY CONTROL
 LA0777  ___________________________________________________________________
 LA0777* NAD 83(1986)-  40 58 48.     (N)    085 28 17.     (W)     SCALED    
 LA0777* NAVD 88     -       265.105  (meters)     869.77   (feet)  ADJUSTED  
 LA0777  ___________________________________________________________________
 LA0777  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 LA0777  DYNAMIC HT  -         264.986 (meters)     869.37  (feet)  COMP
 LA0777  MODELED GRAV-     980,166.6   (mgal)                       NAVD 88
 LA0777
 LA0777  VERT ORDER  -  SECOND    CLASS 0
 LA0777
 LA0777.The horizontal coordinates were scaled from a topographic map and have
 LA0777.an estimated accuracy of +/- 6 seconds.
 LA0777
 LA0777.The orthometric height was determined by differential leveling
 LA0777.and adjusted by the National Geodetic Survey in June 1991..
 LA0777
 LA0777.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0777.See file dsdata.txt to determine how the superseded data were derived.
 LA0777
 LA0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL286376(NAD 83)
 LA0777_MARKER: DB = BENCH MARK DISK
 LA0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0777_STAMPING: F 36 1934
 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             NGS
 LA0777
 LA0777                          STATION DESCRIPTION
 LA0777
 LA0777'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0884 ***********************************************************************
 MD0884  DESIGNATION -  F 36 ALLEN
 MD0884  PID         -  MD0884
 MD0884  STATE/COUNTY-  IN/ALLEN
 MD0884  USGS QUAD   -  CEDARVILLE (1981)
 MD0884
 MD0884                         *CURRENT SURVEY CONTROL
 MD0884  ___________________________________________________________________
 MD0884* NAD 83(1986)-  41 07 38.     (N)    085 00 52.     (W)     SCALED    
 MD0884* NAVD 88     -       235.87   (+/-2cm)     773.9    (feet)  VERTCON   
 MD0884  ___________________________________________________________________
 MD0884  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 MD0884
 MD0884  VERT ORDER  -  THIRD (See Below)
 MD0884
 MD0884.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 MD0884
 MD0884.The geoid height was determined by GEOID03.
 MD0884
 MD0884;                    North         East    Units  Estimated Accuracy
 MD0884;SPC IN E     -   652,890.      154,770.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0884.See file dsdata.txt to determine how the superseded data were derived.
 MD0884
 MD0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL666547(NAD 83)
 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             NGS
 MD0884
 MD0884                          STATION DESCRIPTION
 MD0884
 MD0884'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1726 ***********************************************************************
 KA1726  DESIGNATION -  F 360
 KA1726  PID         -  KA1726
 KA1726  STATE/COUNTY-  IN/VIGO
 KA1726  USGS QUAD   -  NEW GOSHEN (1986)
 KA1726
 KA1726                         *CURRENT SURVEY CONTROL
 KA1726  ___________________________________________________________________
 KA1726* NAD 83(1986)-  39 30 07.     (N)    087 25 32.     (W)     SCALED    
 KA1726* NAVD 88     -       148.107  (meters)     485.91   (feet)  ADJUSTED  
 KA1726  ___________________________________________________________________
 KA1726  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KA1726  DYNAMIC HT  -         148.023 (meters)     485.64  (feet)  COMP
 KA1726  MODELED GRAV-     980,055.5   (mgal)                       NAVD 88
 KA1726
 KA1726  VERT ORDER  -  FIRST     CLASS II
 KA1726
 KA1726.The horizontal coordinates were scaled from a topographic map and have
 KA1726.an estimated accuracy of +/- 6 seconds.
 KA1726
 KA1726.The orthometric height was determined by differential leveling
 KA1726.and adjusted by the National Geodetic Survey in June 1991..
 KA1726
 KA1726.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1726
 KA1726.No superseded survey control is available for this station.
 KA1726
 KA1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ634725(NAD 83)
 KA1726_MARKER: DB = BENCH MARK 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: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA1726+STABILITY: 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 = OCTOBER  6, 2006
 KA1752 ***********************************************************************
 KA1752  DESIGNATION -  F 361
 KA1752  PID         -  KA1752
 KA1752  STATE/COUNTY-  IN/VERMILLION
 KA1752  USGS QUAD   -  DANA (1983)
 KA1752
 KA1752                         *CURRENT SURVEY CONTROL
 KA1752  ___________________________________________________________________
 KA1752* NAD 83(1986)-  39 51 43.     (N)    087 24 34.     (W)     SCALED    
 KA1752* NAVD 88     -       184.627  (meters)     605.73   (feet)  ADJUSTED  
 KA1752  ___________________________________________________________________
 KA1752  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KA1752  DYNAMIC HT  -         184.527 (meters)     605.40  (feet)  COMP
 KA1752  MODELED GRAV-     980,082.4   (mgal)                       NAVD 88
 KA1752
 KA1752  VERT ORDER  -  FIRST     CLASS II
 KA1752
 KA1752.The horizontal coordinates were scaled from a topographic map and have
 KA1752.an estimated accuracy of +/- 6 seconds.
 KA1752
 KA1752.The orthometric height was determined by differential leveling
 KA1752.and adjusted by the National Geodetic Survey in June 1991..
 KA1752
 KA1752.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1752
 KA1752.No superseded survey control is available for this station.
 KA1752
 KA1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK649125(NAD 83)
 KA1752_MARKER: I = METAL ROD
 KA1752_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1752_SP_SET: STAINLESS STEEL ROD
 KA1752_STAMPING: F 361 1986
 KA1752_MARK LOGO: NGS   
 KA1752_PROJECTION: FLUSH
 KA1752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1752_ROD/PIPE-DEPTH: 6.5  meters
 KA1752
 KA1752  HISTORY     - Date     Condition        Report By
 KA1752  HISTORY     - 1986     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3362 ***********************************************************************
 ME3362  DESIGNATION -  F 367
 ME3362  PID         -  ME3362
 ME3362  STATE/COUNTY-  IN/LAKE
 ME3362  USGS QUAD   -  WHITING (1991)
 ME3362
 ME3362                         *CURRENT SURVEY CONTROL
 ME3362  ___________________________________________________________________
 ME3362* NAD 83(1986)-  41 38 10.     (N)    087 25 55.     (W)     SCALED    
 ME3362* NAVD 88     -       181.169  (meters)     594.39   (feet)  ADJUSTED  
 ME3362  ___________________________________________________________________
 ME3362  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 ME3362  DYNAMIC HT  -         181.104 (meters)     594.17  (feet)  COMP
 ME3362  MODELED GRAV-     980,257.5   (mgal)                       NAVD 88
 ME3362
 ME3362  VERT ORDER  -  FIRST     CLASS II
 ME3362
 ME3362.The horizontal coordinates were scaled from a topographic map and have
 ME3362.an estimated accuracy of +/- 6 seconds.
 ME3362
 ME3362.The orthometric height was determined by differential leveling
 ME3362.and adjusted by the National Geodetic Survey in April 1995..
 ME3362
 ME3362.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3362.See file dsdata.txt to determine how the superseded data were derived.
 ME3362
 ME3362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM640094(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1963 ***********************************************************************
 MD1963  DESIGNATION -  F 368
 MD1963  PID         -  MD1963
 MD1963  STATE/COUNTY-  IN/KOSCIUSKO
 MD1963  USGS QUAD   -  PIERCETON (1994)
 MD1963
 MD1963                         *CURRENT SURVEY CONTROL
 MD1963  ___________________________________________________________________
 MD1963* NAD 83(1986)-  41 11 30.     (N)    085 40 16.     (W)     SCALED    
 MD1963* NAVD 88     -       290.514  (meters)     953.13   (feet)  ADJUSTED  
 MD1963  ___________________________________________________________________
 MD1963  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 MD1963  DYNAMIC HT  -         290.393 (meters)     952.73  (feet)  COMP
 MD1963  MODELED GRAV-     980,199.5   (mgal)                       NAVD 88
 MD1963
 MD1963  VERT ORDER  -  FIRST     CLASS II
 MD1963
 MD1963.The horizontal coordinates were scaled from a topographic map and have
 MD1963.an estimated accuracy of +/- 6 seconds.
 MD1963
 MD1963.The orthometric height was determined by differential leveling
 MD1963.and adjusted by the National Geodetic Survey in April 1995..
 MD1963
 MD1963.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1963.See file dsdata.txt to determine how the superseded data were derived.
 MD1963
 MD1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL114608(NAD 83)
 MD1963_MARKER: I = METAL ROD
 MD1963_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MD1963_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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 = OCTOBER  6, 2006
 LA1071 ***********************************************************************
 LA1071  DESIGNATION -  F 37
 LA1071  PID         -  LA1071
 LA1071  STATE/COUNTY-  IN/BLACKFORD
 LA1071  USGS QUAD   -  HARTFORD CITY WEST (1994)
 LA1071
 LA1071                         *CURRENT SURVEY CONTROL
 LA1071  ___________________________________________________________________
 LA1071* NAD 83(1986)-  40 28 02.     (N)    085 25 04.     (W)     SCALED    
 LA1071* NAVD 88     -       279.220  (meters)     916.07   (feet)  ADJUSTED  
 LA1071  ___________________________________________________________________
 LA1071  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 LA1071  DYNAMIC HT  -         279.078 (meters)     915.61  (feet)  COMP
 LA1071  MODELED GRAV-     980,110.4   (mgal)                       NAVD 88
 LA1071
 LA1071  VERT ORDER  -  SECOND    CLASS 0
 LA1071
 LA1071.The horizontal coordinates were scaled from a topographic map and have
 LA1071.an estimated accuracy of +/- 6 seconds.
 LA1071
 LA1071.The orthometric height was determined by differential leveling
 LA1071.and adjusted by the National Geodetic Survey in June 1991..
 LA1071
 LA1071.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1071.See file dsdata.txt to determine how the superseded data were derived.
 LA1071
 LA1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK341808(NAD 83)
 LA1071_MARKER: DB = BENCH MARK DISK
 LA1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1071_STAMPING: F 37 1934
 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 = OCTOBER  6, 2006
 LA0332 ***********************************************************************
 LA0332  DESIGNATION -  F 38
 LA0332  PID         -  LA0332
 LA0332  STATE/COUNTY-  IN/JAY
 LA0332  USGS QUAD   -  PORTLAND (1992)
 LA0332
 LA0332                         *CURRENT SURVEY CONTROL
 LA0332  ___________________________________________________________________
 LA0332* NAD 83(1986)-  40 25 06.     (N)    084 52 50.     (W)     SCALED    
 LA0332* NAVD 88     -       281.224  (meters)     922.65   (feet)  ADJUSTED  
 LA0332  ___________________________________________________________________
 LA0332  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 LA0332  DYNAMIC HT  -         281.086 (meters)     922.20  (feet)  COMP
 LA0332  MODELED GRAV-     980,125.5   (mgal)                       NAVD 88
 LA0332
 LA0332  VERT ORDER  -  SECOND    CLASS 0
 LA0332
 LA0332.The horizontal coordinates were scaled from a topographic map and have
 LA0332.an estimated accuracy of +/- 6 seconds.
 LA0332
 LA0332.The orthometric height was determined by differential leveling
 LA0332.and adjusted by the National Geodetic Survey in June 1991..
 LA0332
 LA0332.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0332.See file dsdata.txt to determine how the superseded data were derived.
 LA0332
 LA0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK798763(NAD 83)
 LA0332_MARKER: DB = BENCH MARK DISK
 LA0332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0332_SP_SET: CULVERT
 LA0332_STAMPING: F 38 1934
 LA0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0332
 LA0332  HISTORY     - Date     Condition        Report By
 LA0332  HISTORY     - 1934     MONUMENTED       CGS
 LA0332  HISTORY     - 1947     GOOD             NGS
 LA0332
 LA0332                          STATION DESCRIPTION
 LA0332
 LA0332'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0250 ***********************************************************************
 LA0250  DESIGNATION -  F 39
 LA0250  PID         -  LA0250
 LA0250  STATE/COUNTY-  IN/RANDOLPH
 LA0250  USGS QUAD   -  WINCHESTER (1994)
 LA0250
 LA0250                         *CURRENT SURVEY CONTROL
 LA0250  ___________________________________________________________________
 LA0250* NAD 83(1986)-  40 10 29.     (N)    084 58 35.     (W)     SCALED    
 LA0250* NAVD 88     -       332.741  (meters)    1091.67   (feet)  ADJUSTED  
 LA0250  ___________________________________________________________________
 LA0250  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 LA0250  DYNAMIC HT  -         332.564 (meters)    1091.09  (feet)  COMP
 LA0250  MODELED GRAV-     980,083.3   (mgal)                       NAVD 88
 LA0250
 LA0250  VERT ORDER  -  SECOND    CLASS 0
 LA0250
 LA0250.The horizontal coordinates were scaled from a topographic map and have
 LA0250.an estimated accuracy of +/- 6 seconds.
 LA0250
 LA0250.The orthometric height was determined by differential leveling
 LA0250.and adjusted by the National Geodetic Survey in June 1991..
 LA0250.WARNING-Repeat measurements at this control monument indicate possible
 LA0250.vertical movement.
 LA0250
 LA0250.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0250.See file dsdata.txt to determine how the superseded data were derived.
 LA0250
 LA0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK723491(NAD 83)
 LA0250_MARKER: DB = BENCH MARK DISK
 LA0250_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0250_SP_SET: ABUTMENT
 LA0250_STAMPING: F 39 1934
 LA0250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0250
 LA0250  HISTORY     - Date     Condition        Report By
 LA0250  HISTORY     - 1934     MONUMENTED       CGS
 LA0250  HISTORY     - 1947     GOOD             NGS
 LA0250  HISTORY     - 1969     GOOD             NGS
 LA0250
 LA0250                          STATION DESCRIPTION
 LA0250
 LA0250'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1969
 LA0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0282 ***********************************************************************
 LB0282  DESIGNATION -  F 4 MIAMI RESET
 LB0282  PID         -  LB0282
 LB0282  STATE/COUNTY-  IN/MIAMI
 LB0282  USGS QUAD   -  ONWARD (1994)
 LB0282
 LB0282                         *CURRENT SURVEY CONTROL
 LB0282  ___________________________________________________________________
 LB0282* NAD 83(1986)-  40 38 34.     (N)    086 07 40.     (W)     SCALED    
 LB0282* NAVD 88     -       246.41   (meters)     808.4    (feet)  RESET     
 LB0282  ___________________________________________________________________
 LB0282  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 LB0282
 LB0282  VERT ORDER  -  THIRD
 LB0282
 LB0282.The horizontal coordinates were scaled from a topographic map and have
 LB0282.an estimated accuracy of +/- 6 seconds.
 LB0282
 LB0282.The orthometric height was computed from unverified reset data.
 LB0282
 LB0282.The geoid height was determined by GEOID03.
 LB0282
 LB0282;                    North         East    Units  Estimated Accuracy
 LB0282;SPC IN E     -   598,990.       61,000.      MT  (+/- 180 meters Scaled)
 LB0282
 LB0282                          SUPERSEDED SURVEY CONTROL
 LB0282
 LB0282.No superseded survey control is available for this station.
 LB0282
 LB0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK737994(NAD 83)
 LB0282_MARKER: DB = BENCH MARK DISK
 LB0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0282_STAMPING: F 4 MIAMI RESET 1968
 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 = OCTOBER  6, 2006
 KA0287 ***********************************************************************
 KA0287  DESIGNATION -  F 4 RESET 1949
 KA0287  PID         -  KA0287
 KA0287  STATE/COUNTY-  IN/MARION
 KA0287  USGS QUAD   -  INDIANAPOLIS EAST (1980)
 KA0287
 KA0287                         *CURRENT SURVEY CONTROL
 KA0287  ___________________________________________________________________
 KA0287* NAD 83(1986)-  39 48 49.     (N)    086 04 43.     (W)     SCALED    
 KA0287* NAVD 88     -       251.39   (meters)     824.8    (feet)  RESET     
 KA0287  ___________________________________________________________________
 KA0287  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KA0287
 KA0287  VERT ORDER  -  THIRD
 KA0287
 KA0287.The horizontal coordinates were scaled from a topographic map and have
 KA0287.an estimated accuracy of +/- 6 seconds.
 KA0287
 KA0287.The orthometric height was computed from unverified reset data.
 KA0287.No vertical observational check was made to the station.
 KA0287
 KA0287.The geoid height was determined by GEOID03.
 KA0287
 KA0287;                    North         East    Units  Estimated Accuracy
 KA0287;SPC IN E     -   506,900.       64,730.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0287.See file dsdata.txt to determine how the superseded data were derived.
 KA0287
 KA0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK788074(NAD 83)
 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_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 = OCTOBER  6, 2006
 MD1297 ***********************************************************************
 MD1297  DESIGNATION -  F 4 WBSH
 MD1297  PID         -  MD1297
 MD1297  STATE/COUNTY-  IN/WABASH
 MD1297  USGS QUAD   -  SOUTH WHITLEY WEST (1994)
 MD1297
 MD1297                         *CURRENT SURVEY CONTROL
 MD1297  ___________________________________________________________________
 MD1297* NAD 83(1986)-  41 00 05.     (N)    085 42 10.     (W)     SCALED    
 MD1297* NAVD 88     -       248.581  (meters)     815.55   (feet)  ADJUSTED  
 MD1297  ___________________________________________________________________
 MD1297  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 MD1297  DYNAMIC HT  -         248.466 (meters)     815.18  (feet)  COMP
 MD1297  MODELED GRAV-     980,158.9   (mgal)                       NAVD 88
 MD1297
 MD1297  VERT ORDER  -  SECOND    CLASS 0
 MD1297
 MD1297.The horizontal coordinates were scaled from a topographic map and have
 MD1297.an estimated accuracy of +/- 6 seconds.
 MD1297
 MD1297.The orthometric height was determined by differential leveling
 MD1297.and adjusted by the National Geodetic Survey in June 1991..
 MD1297
 MD1297.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1297.See file dsdata.txt to determine how the superseded data were derived.
 MD1297
 MD1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL090397(NAD 83)
 MD1297_MARKER: DD = SURVEY DISK
 MD1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1297_SP_SET: 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   NGS
 MD1297  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD1297
 MD1297                          STATION DESCRIPTION
 MD1297
 MD1297'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1053 ***********************************************************************
 LA1053  DESIGNATION -  F 40
 LA1053  PID         -  LA1053
 LA1053  STATE/COUNTY-  IN/RANDOLPH
 LA1053  USGS QUAD   -  MODOC (1969)
 LA1053
 LA1053                         *CURRENT SURVEY CONTROL
 LA1053  ___________________________________________________________________
 LA1053* NAD 83(1986)-  40 06 47.     (N)    085 07 38.     (W)     SCALED    
 LA1053* NAVD 88     -       331.738  (meters)    1088.38   (feet)  ADJUSTED  
 LA1053  ___________________________________________________________________
 LA1053  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 LA1053  DYNAMIC HT  -         331.559 (meters)    1087.79  (feet)  COMP
 LA1053  MODELED GRAV-     980,076.1   (mgal)                       NAVD 88
 LA1053
 LA1053  VERT ORDER  -  SECOND    CLASS 0
 LA1053
 LA1053.The horizontal coordinates were scaled from a topographic map and have
 LA1053.an estimated accuracy of +/- 6 seconds.
 LA1053
 LA1053.The orthometric height was determined by differential leveling
 LA1053.and adjusted by the National Geodetic Survey in June 1991..
 LA1053
 LA1053.The geoid height was determined by GEOID03.
 LA1053
 LA1053.The dynamic height is computed by dividing the NAVD 88
 LA1053.geopotential number by the normal gravity value computed on the
 LA1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1053.degrees latitude (g = 980.6199 gals.).
 LA1053
 LA1053.The modeled gravity was interpolated from observed gravity values.
 LA1053
 LA1053;                    North         East    Units  Estimated Accuracy
 LA1053;SPC IN E     -   540,210.      145,990.      MT  (+/- 180 meters Scaled)
 LA1053
 LA1053                          SUPERSEDED SURVEY CONTROL
 LA1053
 LA1053  NGVD 29 (??/??/92)  331.875  (m)         1088.83   (f) ADJ UNCH    2 0
 LA1053
 LA1053.Superseded values are not recommended for survey control.
 LA1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1053.See file dsdata.txt to determine how the superseded data were derived.
 LA1053
 LA1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK596419(NAD 83)
 LA1053_MARKER: DB = BENCH MARK DISK
 LA1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1053_STAMPING: F 40 1934
 LA1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1053+STABILITY: SURFACE MOTION
 LA1053
 LA1053  HISTORY     - Date     Condition        Report By
 LA1053  HISTORY     - 1934     MONUMENTED       CGS
 LA1053  HISTORY     - 1942     GOOD             NGS
 LA1053
 LA1053                          STATION DESCRIPTION
 LA1053
 LA1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LA1053'5.1 MI S FROM FARMLAND.
 LA1053'5.1 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 LA1053'FARMLAND, RANDOLPH COUNTY, IN FRONT OF THE HARRY RAINES RESIDENCE,
 LA1053'25 YARDS NORTH OF A PRIVATE DRIVEWAY, 29.4 FEET WEST OF THE
 LA1053'CENTERLINE OF THE HIGHWAY, 10.2 FEET SOUTH OF A FENCE CORNER, AND
 LA1053'1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED F 40 1934
 LA1053'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1014 ***********************************************************************
 LA1014  DESIGNATION -  F 41
 LA1014  PID         -  LA1014
 LA1014  STATE/COUNTY-  IN/DELAWARE
 LA1014  USGS QUAD   -  MUNCIE EAST (1984)
 LA1014
 LA1014                         *CURRENT SURVEY CONTROL
 LA1014  ___________________________________________________________________
 LA1014* NAD 83(1986)-  40 11 30.     (N)    085 22 05.     (W)     SCALED    
 LA1014* NAVD 88     -       291.790  (meters)     957.31   (feet)  ADJUSTED  
 LA1014  ___________________________________________________________________
 LA1014  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 LA1014  DYNAMIC HT  -         291.635 (meters)     956.81  (feet)  COMP
 LA1014  MODELED GRAV-     980,084.8   (mgal)                       NAVD 88
 LA1014
 LA1014  VERT ORDER  -  SECOND    CLASS 0
 LA1014
 LA1014.The horizontal coordinates were scaled from a topographic map and have
 LA1014.an estimated accuracy of +/- 6 seconds.
 LA1014
 LA1014.The orthometric height was determined by differential leveling
 LA1014.and adjusted by the National Geodetic Survey in June 1991..
 LA1014
 LA1014.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1014.See file dsdata.txt to determine how the superseded data were derived.
 LA1014
 LA1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK389503(NAD 83)
 LA1014_MARKER: DB = BENCH MARK DISK
 LA1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1014_STAMPING: F 41 1934
 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             NGS
 LA1014
 LA1014                          STATION DESCRIPTION
 LA1014
 LA1014'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1429 ***********************************************************************
 LA1429  DESIGNATION -  F 42
 LA1429  PID         -  LA1429
 LA1429  STATE/COUNTY-  IN/MADISON
 LA1429  USGS QUAD   -  ANDERSON SOUTH (1994)
 LA1429
 LA1429                         *CURRENT SURVEY CONTROL
 LA1429  ___________________________________________________________________
 LA1429* NAD 83(1986)-  40 05 44.     (N)    085 42 38.     (W)     SCALED    
 LA1429* NAVD 88     -       269.021  (meters)     882.61   (feet)  ADJUSTED  
 LA1429  ___________________________________________________________________
 LA1429  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 LA1429  DYNAMIC HT  -         268.874 (meters)     882.13  (feet)  COMP
 LA1429  MODELED GRAV-     980,070.3   (mgal)                       NAVD 88
 LA1429
 LA1429  VERT ORDER  -  SECOND    CLASS 0
 LA1429
 LA1429.The horizontal coordinates were scaled from a topographic map and have
 LA1429.an estimated accuracy of +/- 6 seconds.
 LA1429
 LA1429.The orthometric height was determined by differential leveling
 LA1429.and adjusted by the National Geodetic Survey in June 1991..
 LA1429
 LA1429.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1429.See file dsdata.txt to determine how the superseded data were derived.
 LA1429
 LA1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK099391(NAD 83)
 LA1429_MARKER: DB = BENCH MARK DISK
 LA1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1429_STAMPING: F 42 1934
 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             NGS
 LA1429  HISTORY     - 20021219 GOOD             INDIV
 LA1429
 LA1429                          STATION DESCRIPTION
 LA1429
 LA1429'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0255 ***********************************************************************
 KA0255  DESIGNATION -  F 43
 KA0255  PID         -  KA0255
 KA0255  STATE/COUNTY-  IN/MARION
 KA0255  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA0255
 KA0255                         *CURRENT SURVEY CONTROL
 KA0255  ___________________________________________________________________
 KA0255* NAD 83(1986)-  39 47 53.     (N)    086 08 23.     (W)     SCALED    
 KA0255* NAVD 88     -       222.181  (meters)     728.94   (feet)  ADJUSTED  
 KA0255  ___________________________________________________________________
 KA0255  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 KA0255  DYNAMIC HT  -         222.058 (meters)     728.54  (feet)  COMP
 KA0255  MODELED GRAV-     980,066.9   (mgal)                       NAVD 88
 KA0255
 KA0255  VERT ORDER  -  SECOND    CLASS 0
 KA0255
 KA0255.The horizontal coordinates were scaled from a topographic map and have
 KA0255.an estimated accuracy of +/- 6 seconds.
 KA0255
 KA0255.The orthometric height was determined by differential leveling
 KA0255.and adjusted by the National Geodetic Survey in June 1991..
 KA0255
 KA0255.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0255.See file dsdata.txt to determine how the superseded data were derived.
 KA0255
 KA0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK736056(NAD 83)
 KA0255_MARKER: DB = BENCH MARK DISK
 KA0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0255_STAMPING: F 43 1934
 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             NGS
 KA0255  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 KA0255
 KA0255                          STATION DESCRIPTION
 KA0255
 KA0255'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0477 ***********************************************************************
 LA0477  DESIGNATION -  F 44
 LA0477  PID         -  LA0477
 LA0477  STATE/COUNTY-  IN/ADAMS
 LA0477  USGS QUAD   -  WREN (1994)
 LA0477
 LA0477                         *CURRENT SURVEY CONTROL
 LA0477  ___________________________________________________________________
 LA0477* NAD 83(1986)-  40 48 13.     (N)    084 48 09.     (W)     SCALED    
 LA0477* NAVD 88     -       252.127  (meters)     827.19   (feet)  ADJUSTED  
 LA0477  ___________________________________________________________________
 LA0477  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 LA0477  DYNAMIC HT  -         252.016 (meters)     826.82  (feet)  COMP
 LA0477  MODELED GRAV-     980,175.1   (mgal)                       NAVD 88
 LA0477
 LA0477  VERT ORDER  -  SECOND    CLASS 0
 LA0477
 LA0477.The horizontal coordinates were scaled from a topographic map and have
 LA0477.an estimated accuracy of +/- 6 seconds.
 LA0477
 LA0477.The orthometric height was determined by differential leveling
 LA0477.and adjusted by the National Geodetic Survey in June 1991..
 LA0477
 LA0477.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0477.See file dsdata.txt to determine how the superseded data were derived.
 LA0477
 LA0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL853192(NAD 83)
 LA0477_MARKER: DB = BENCH MARK DISK
 LA0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0477_STAMPING: F 44 1934
 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             NGS
 LA0477  HISTORY     - 1959     POOR             USGS
 LA0477
 LA0477                          STATION DESCRIPTION
 LA0477
 LA0477'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2402 ***********************************************************************
 JZ2402  DESIGNATION -  F 44
 JZ2402  PID         -  JZ2402
 JZ2402  STATE/COUNTY-  IN/HANCOCK
 JZ2402  USGS QUAD   -  SHIRLEY (1960)
 JZ2402
 JZ2402                         *CURRENT SURVEY CONTROL
 JZ2402  ___________________________________________________________________
 JZ2402* NAD 83(1986)-  39 54 59.     (N)    085 35 27.     (W)     SCALED    
 JZ2402* NAVD 88     -       304.739  (meters)     999.80   (feet)  ADJUSTED  
 JZ2402  ___________________________________________________________________
 JZ2402  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ2402  DYNAMIC HT  -         304.569 (meters)     999.24  (feet)  COMP
 JZ2402  MODELED GRAV-     980,058.0   (mgal)                       NAVD 88
 JZ2402
 JZ2402  VERT ORDER  -  SECOND    CLASS 0
 JZ2402
 JZ2402.The horizontal coordinates were scaled from a topographic map and have
 JZ2402.an estimated accuracy of +/- 6 seconds.
 JZ2402
 JZ2402.The orthometric height was determined by differential leveling
 JZ2402.and adjusted by the National Geodetic Survey in June 1991..
 JZ2402
 JZ2402.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2402.See file dsdata.txt to determine how the superseded data were derived.
 JZ2402
 JZ2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK204194(NAD 83)
 JZ2402_MARKER: DB = BENCH MARK DISK
 JZ2402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2402_STAMPING: F 44 1934
 JZ2402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2402+STABILITY: SURFACE MOTION
 JZ2402
 JZ2402  HISTORY     - Date     Condition        Report By
 JZ2402  HISTORY     - 1934     MONUMENTED       CGS
 JZ2402  HISTORY     - 1947     GOOD             NGS
 JZ2402
 JZ2402                          STATION DESCRIPTION
 JZ2402
 JZ2402'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1486 ***********************************************************************
 JZ1486  DESIGNATION -  F 45
 JZ1486  PID         -  JZ1486
 JZ1486  STATE/COUNTY-  IN/HENRY
 JZ1486  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ1486
 JZ1486                         *CURRENT SURVEY CONTROL
 JZ1486  ___________________________________________________________________
 JZ1486* NAD 83(1986)-  39 55 28.     (N)    085 17 26.     (W)     SCALED    
 JZ1486* NAVD 88     -       331.339  (meters)    1087.07   (feet)  ADJUSTED  
 JZ1486  ___________________________________________________________________
 JZ1486  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JZ1486  DYNAMIC HT  -         331.151 (meters)    1086.45  (feet)  COMP
 JZ1486  MODELED GRAV-     980,049.7   (mgal)                       NAVD 88
 JZ1486
 JZ1486  VERT ORDER  -  SECOND    CLASS 0
 JZ1486
 JZ1486.The horizontal coordinates were scaled from a topographic map and have
 JZ1486.an estimated accuracy of +/- 6 seconds.
 JZ1486
 JZ1486.The orthometric height was determined by differential leveling
 JZ1486.and adjusted by the National Geodetic Survey in June 1991..
 JZ1486.WARNING-Repeat measurements at this control monument indicate possible
 JZ1486.vertical movement.
 JZ1486
 JZ1486.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1486.See file dsdata.txt to determine how the superseded data were derived.
 JZ1486
 JZ1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK460207(NAD 83)
 JZ1486_MARKER: DB = BENCH MARK DISK
 JZ1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1486_STAMPING: F 45 1947
 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             NGS
 JZ1486
 JZ1486                          STATION DESCRIPTION
 JZ1486
 JZ1486'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0623 ***********************************************************************
 MD0623  DESIGNATION -  F 46
 MD0623  PID         -  MD0623
 MD0623  STATE/COUNTY-  IN/ALLEN
 MD0623  USGS QUAD   -  FORT WAYNE EAST (1981)
 MD0623
 MD0623                         *CURRENT SURVEY CONTROL
 MD0623  ___________________________________________________________________
 MD0623* NAD 83(1986)-  41 04 11.     (N)    085 02 32.     (W)     SCALED    
 MD0623* NAVD 88     -       231.949  (meters)     760.99   (feet)  ADJUSTED  
 MD0623  ___________________________________________________________________
 MD0623  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 MD0623  DYNAMIC HT  -         231.855 (meters)     760.68  (feet)  COMP
 MD0623  MODELED GRAV-     980,213.8   (mgal)                       NAVD 88
 MD0623
 MD0623  VERT ORDER  -  FIRST     CLASS I
 MD0623
 MD0623.The horizontal coordinates were scaled from a topographic map and have
 MD0623.an estimated accuracy of +/- 6 seconds.
 MD0623
 MD0623.The orthometric height was determined by differential leveling
 MD0623.and adjusted by the National Geodetic Survey in April 1995..
 MD0623
 MD0623.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD0623
 MD0623  NAVD 88 (06/15/91)  231.938  (m)          760.95   (f) UNKNOWN     1 1
 MD0623  NGVD 29 (01/19/93)  232.111  (m)          761.52   (f) ADJUSTED    1 1
 MD0623
 MD0623.Superseded values are not recommended for survey control.
 MD0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0623.See file dsdata.txt to determine how the superseded data were derived.
 MD0623
 MD0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL644483(NAD 83)
 MD0623_MARKER: DD = SURVEY DISK
 MD0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0623_SP_SET: CONCRETE POST
 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             NGS
 MD0623  HISTORY     - 19921015 GOOD             NGS
 MD0623
 MD0623                          STATION DESCRIPTION
 MD0623
 MD0623'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1252 ***********************************************************************
 JZ1252  DESIGNATION -  F 46
 JZ1252  PID         -  JZ1252
 JZ1252  STATE/COUNTY-  IN/UNION
 JZ1252  USGS QUAD   -  NEW FAIRFIELD (1994)
 JZ1252
 JZ1252                         *CURRENT SURVEY CONTROL
 JZ1252  ___________________________________________________________________
 JZ1252* NAD 83(1986)-  39 36 53.     (N)    084 53 25.     (W)     SCALED    
 JZ1252* NAVD 88     -       317.615  (meters)    1042.04   (feet)  ADJUSTED  
 JZ1252  ___________________________________________________________________
 JZ1252  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JZ1252  DYNAMIC HT  -         317.431 (meters)    1041.44  (feet)  COMP
 JZ1252  MODELED GRAV-     980,037.0   (mgal)                       NAVD 88
 JZ1252
 JZ1252  VERT ORDER  -  SECOND    CLASS 0
 JZ1252
 JZ1252.The horizontal coordinates were scaled from a topographic map and have
 JZ1252.an estimated accuracy of +/- 6 seconds.
 JZ1252
 JZ1252.The orthometric height was determined by differential leveling
 JZ1252.and adjusted by the National Geodetic Survey in June 1991..
 JZ1252
 JZ1252.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1252.See file dsdata.txt to determine how the superseded data were derived.
 JZ1252
 JZ1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ811871(NAD 83)
 JZ1252_MARKER: DB = BENCH MARK DISK
 JZ1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1252_STAMPING: F 46 1934
 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 = OCTOBER  6, 2006
 JZ2411 ***********************************************************************
 JZ2411  DESIGNATION -  F 47
 JZ2411  PID         -  JZ2411
 JZ2411  STATE/COUNTY-  IN/SHELBY
 JZ2411  USGS QUAD   -  RAYS CROSSING (1993)
 JZ2411
 JZ2411                         *CURRENT SURVEY CONTROL
 JZ2411  ___________________________________________________________________
 JZ2411* NAD 83(1986)-  39 34 11.     (N)    085 38 02.     (W)     SCALED    
 JZ2411* NAVD 88     -       269.813  (meters)     885.21   (feet)  ADJUSTED  
 JZ2411  ___________________________________________________________________
 JZ2411  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JZ2411  DYNAMIC HT  -         269.653 (meters)     884.69  (feet)  COMP
 JZ2411  MODELED GRAV-     980,024.5   (mgal)                       NAVD 88
 JZ2411
 JZ2411  VERT ORDER  -  SECOND    CLASS 0
 JZ2411
 JZ2411.The horizontal coordinates were scaled from a topographic map and have
 JZ2411.an estimated accuracy of +/- 6 seconds.
 JZ2411
 JZ2411.The orthometric height was determined by differential leveling
 JZ2411.and adjusted by the National Geodetic Survey in June 1991..
 JZ2411
 JZ2411.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2411.See file dsdata.txt to determine how the superseded data were derived.
 JZ2411
 JZ2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ173808(NAD 83)
 JZ2411_MARKER: DB = BENCH MARK DISK
 JZ2411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2411_STAMPING: F 47 1934
 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 = OCTOBER  6, 2006
 JZ0607 ***********************************************************************
 JZ0607  DESIGNATION -  F 48
 JZ0607  PID         -  JZ0607
 JZ0607  STATE/COUNTY-  IN/FRANKLIN
 JZ0607  USGS QUAD   -  CEDAR GROVE (1994)
 JZ0607
 JZ0607                         *CURRENT SURVEY CONTROL
 JZ0607  ___________________________________________________________________
 JZ0607* NAD 83(1986)-  39 21 23.     (N)    084 56 16.     (W)     SCALED    
 JZ0607* NAVD 88     -       180.552  (meters)     592.36   (feet)  ADJUSTED  
 JZ0607  ___________________________________________________________________
 JZ0607  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JZ0607  DYNAMIC HT  -         180.444 (meters)     592.01  (feet)  COMP
 JZ0607  MODELED GRAV-     980,028.6   (mgal)                       NAVD 88
 JZ0607
 JZ0607  VERT ORDER  -  SECOND    CLASS 0
 JZ0607
 JZ0607.The horizontal coordinates were scaled from a topographic map and have
 JZ0607.an estimated accuracy of +/- 6 seconds.
 JZ0607
 JZ0607.The orthometric height was determined by differential leveling
 JZ0607.and adjusted by the National Geodetic Survey in June 1991..
 JZ0607
 JZ0607.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0607.See file dsdata.txt to determine how the superseded data were derived.
 JZ0607
 JZ0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ776583(NAD 83)
 JZ0607_MARKER: DB = BENCH MARK DISK
 JZ0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0607_STAMPING: F 48 1934
 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             NGS
 JZ0607
 JZ0607                          STATION DESCRIPTION
 JZ0607
 JZ0607'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2198 ***********************************************************************
 JZ2198  DESIGNATION -  F 49
 JZ2198  PID         -  JZ2198
 JZ2198  STATE/COUNTY-  IN/JENNINGS
 JZ2198  USGS QUAD   -  BUTLERVILLE (1994)
 JZ2198
 JZ2198                         *CURRENT SURVEY CONTROL
 JZ2198  ___________________________________________________________________
 JZ2198* NAD 83(1986)-  39 05 45.     (N)    085 36 39.     (W)     SCALED    
 JZ2198* NAVD 88     -       223.905  (meters)     734.60   (feet)  ADJUSTED  
 JZ2198  ___________________________________________________________________
 JZ2198  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ2198  DYNAMIC HT  -         223.762 (meters)     734.13  (feet)  COMP
 JZ2198  MODELED GRAV-     979,983.5   (mgal)                       NAVD 88
 JZ2198
 JZ2198  VERT ORDER  -  SECOND    CLASS 0
 JZ2198
 JZ2198.The horizontal coordinates were scaled from a topographic map and have
 JZ2198.an estimated accuracy of +/- 6 seconds.
 JZ2198
 JZ2198.The orthometric height was determined by differential leveling
 JZ2198.and adjusted by the National Geodetic Survey in June 1991..
 JZ2198
 JZ2198.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2198.See file dsdata.txt to determine how the superseded data were derived.
 JZ2198
 JZ2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ201283(NAD 83)
 JZ2198_MARKER: DB = BENCH MARK DISK
 JZ2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2198_STAMPING: F 49 1934
 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 = OCTOBER  6, 2006
 MD1300 ***********************************************************************
 MD1300  DESIGNATION -  F 5 WBSH
 MD1300  PID         -  MD1300
 MD1300  STATE/COUNTY-  IN/WABASH
 MD1300  USGS QUAD   -  SOUTH WHITLEY WEST (1994)
 MD1300
 MD1300                         *CURRENT SURVEY CONTROL
 MD1300  ___________________________________________________________________
 MD1300* NAD 83(1986)-  41 00 08.     (N)    085 38 38.     (W)     SCALED    
 MD1300* NAVD 88     -       267.319  (meters)     877.03   (feet)  ADJUSTED  
 MD1300  ___________________________________________________________________
 MD1300  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 MD1300  DYNAMIC HT  -         267.196 (meters)     876.63  (feet)  COMP
 MD1300  MODELED GRAV-     980,157.2   (mgal)                       NAVD 88
 MD1300
 MD1300  VERT ORDER  -  SECOND    CLASS 0
 MD1300
 MD1300.The horizontal coordinates were scaled from a topographic map and have
 MD1300.an estimated accuracy of +/- 6 seconds.
 MD1300
 MD1300.The orthometric height was determined by differential leveling
 MD1300.and adjusted by the National Geodetic Survey in June 1991..
 MD1300
 MD1300.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1300.See file dsdata.txt to determine how the superseded data were derived.
 MD1300
 MD1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL140398(NAD 83)
 MD1300_MARKER: DD = SURVEY DISK
 MD1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1300_SP_SET: 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             NGS
 MD1300  HISTORY     - 1966     GOOD             INHD
 MD1300  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MD1300
 MD1300                          STATION DESCRIPTION
 MD1300
 MD1300'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0689 ***********************************************************************
 KA0689  DESIGNATION -  F 50
 KA0689  PID         -  KA0689
 KA0689  STATE/COUNTY-  IN/HENDRICKS
 KA0689  USGS QUAD   -  LIZTON (1970)
 KA0689
 KA0689                         *CURRENT SURVEY CONTROL
 KA0689  ___________________________________________________________________
 KA0689* NAD 83(1986)-  39 52 43.     (N)    086 30 36.     (W)     SCALED    
 KA0689* NAVD 88     -       294.271  (meters)     965.45   (feet)  ADJUSTED  
 KA0689  ___________________________________________________________________
 KA0689  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KA0689  DYNAMIC HT  -         294.109 (meters)     964.92  (feet)  COMP
 KA0689  MODELED GRAV-     980,069.5   (mgal)                       NAVD 88
 KA0689
 KA0689  VERT ORDER  -  SECOND    CLASS 0
 KA0689
 KA0689.The horizontal coordinates were scaled from a topographic map and have
 KA0689.an estimated accuracy of +/- 6 seconds.
 KA0689
 KA0689.The orthometric height was determined by differential leveling
 KA0689.and adjusted by the National Geodetic Survey in June 1991..
 KA0689
 KA0689.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0689.See file dsdata.txt to determine how the superseded data were derived.
 KA0689
 KA0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK419143(NAD 83)
 KA0689_MARKER: DB = BENCH MARK DISK
 KA0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0689_STAMPING: F 50 1934
 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             NGS
 KA0689
 KA0689                          STATION DESCRIPTION
 KA0689
 KA0689'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0850 ***********************************************************************
 KA0850  DESIGNATION -  F 51
 KA0850  PID         -  KA0850
 KA0850  STATE/COUNTY-  IN/PARKE
 KA0850  USGS QUAD   -  CLINTON (1986)
 KA0850
 KA0850                         *CURRENT SURVEY CONTROL
 KA0850  ___________________________________________________________________
 KA0850* NAD 83(1986)-  39 39 32.     (N)    087 23 35.     (W)     SCALED    
 KA0850* NAVD 88     -       149.223  (meters)     489.58   (feet)  ADJUSTED  
 KA0850  ___________________________________________________________________
 KA0850  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KA0850  DYNAMIC HT  -         149.139 (meters)     489.30  (feet)  COMP
 KA0850  MODELED GRAV-     980,064.5   (mgal)                       NAVD 88
 KA0850
 KA0850  VERT ORDER  -  SECOND    CLASS 0
 KA0850
 KA0850.The horizontal coordinates were scaled from a topographic map and have
 KA0850.an estimated accuracy of +/- 6 seconds.
 KA0850
 KA0850.The orthometric height was determined by differential leveling
 KA0850.and adjusted by the National Geodetic Survey in June 1991..
 KA0850
 KA0850.The geoid height was determined by GEOID03.
 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     -   489,690.      873,420.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0850.See file dsdata.txt to determine how the superseded data were derived.
 KA0850
 KA0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ662899(NAD 83)
 KA0850_MARKER: DB = BENCH MARK DISK
 KA0850_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0850_SP_SET: BRIDGE
 KA0850_STAMPING: F 51 1934
 KA0850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0850
 KA0850  HISTORY     - Date     Condition        Report By
 KA0850  HISTORY     - 1934     MONUMENTED       CGS
 KA0850  HISTORY     - 1946     GOOD             NGS
 KA0850  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA0850
 KA0850                          STATION DESCRIPTION
 KA0850
 KA0850'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0326 ***********************************************************************
 KA0326  DESIGNATION -  F 53
 KA0326  PID         -  KA0326
 KA0326  STATE/COUNTY-  IN/BROWN
 KA0326  USGS QUAD   -  BELMONT (1984)
 KA0326
 KA0326                         *CURRENT SURVEY CONTROL
 KA0326  ___________________________________________________________________
 KA0326* NAD 83(1986)-  39 09 27.     (N)    086 17 46.     (W)     SCALED    
 KA0326* NAVD 88     -       180.095  (meters)     590.86   (feet)  ADJUSTED  
 KA0326  ___________________________________________________________________
 KA0326  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KA0326  DYNAMIC HT  -         179.986 (meters)     590.50  (feet)  COMP
 KA0326  MODELED GRAV-     980,020.8   (mgal)                       NAVD 88
 KA0326
 KA0326  VERT ORDER  -  SECOND    CLASS 0
 KA0326
 KA0326.The horizontal coordinates were scaled from a topographic map and have
 KA0326.an estimated accuracy of +/- 6 seconds.
 KA0326
 KA0326.The orthometric height was determined by differential leveling
 KA0326.and adjusted by the National Geodetic Survey in June 1991..
 KA0326
 KA0326.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0326.See file dsdata.txt to determine how the superseded data were derived.
 KA0326
 KA0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ608344(NAD 83)
 KA0326_MARKER: DB = BENCH MARK DISK
 KA0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0326_STAMPING: F 53 1934
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1966
 KA0326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1185 ***********************************************************************
 KA1185  DESIGNATION -  F 54
 KA1185  PID         -  KA1185
 KA1185  STATE/COUNTY-  IN/GREENE
 KA1185  USGS QUAD   -  LINTON (1986)
 KA1185
 KA1185                         *CURRENT SURVEY CONTROL
 KA1185  ___________________________________________________________________
 KA1185* NAD 83(1986)-  39 01 52.     (N)    087 11 58.     (W)     SCALED    
 KA1185* NAVD 88     -       156.065  (meters)     512.02   (feet)  ADJUSTED  
 KA1185  ___________________________________________________________________
 KA1185  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KA1185  DYNAMIC HT  -         155.971 (meters)     511.71  (feet)  COMP
 KA1185  MODELED GRAV-     980,021.2   (mgal)                       NAVD 88
 KA1185
 KA1185  VERT ORDER  -  SECOND    CLASS 0
 KA1185
 KA1185.The horizontal coordinates were scaled from a topographic map and have
 KA1185.an estimated accuracy of +/- 6 seconds.
 KA1185
 KA1185.The orthometric height was determined by differential leveling
 KA1185.and adjusted by the National Geodetic Survey in June 1991..
 KA1185
 KA1185.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1185.See file dsdata.txt to determine how the superseded data were derived.
 KA1185
 KA1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ827202(NAD 83)
 KA1185_MARKER: DB = BENCH MARK DISK
 KA1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1185_STAMPING: F 54 1934
 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 = OCTOBER  6, 2006
 JA0238 ***********************************************************************
 JA0238  DESIGNATION -  F 56
 JA0238  PID         -  JA0238
 JA0238  STATE/COUNTY-  IN/HARRISON
 JA0238  USGS QUAD   -  CRANDALL (1994)
 JA0238
 JA0238                         *CURRENT SURVEY CONTROL
 JA0238  ___________________________________________________________________
 JA0238* NAD 83(1986)-  38 17 14.     (N)    086 03 59.     (W)     SCALED    
 JA0238* NAVD 88     -       200.802  (meters)     658.80   (feet)  ADJUSTED  
 JA0238  ___________________________________________________________________
 JA0238  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 JA0238  DYNAMIC HT  -         200.664 (meters)     658.35  (feet)  COMP
 JA0238  MODELED GRAV-     979,935.2   (mgal)                       NAVD 88
 JA0238
 JA0238  VERT ORDER  -  FIRST     CLASS II
 JA0238
 JA0238.The horizontal coordinates were scaled from a topographic map and have
 JA0238.an estimated accuracy of +/- 6 seconds.
 JA0238
 JA0238.The orthometric height was determined by differential leveling
 JA0238.and adjusted by the National Geodetic Survey in June 1991..
 JA0238
 JA0238.The geoid height was determined by GEOID03.
 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     -   337,450.       65,030.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0238.See file dsdata.txt to determine how the superseded data were derived.
 JA0238
 JA0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH816380(NAD 83)
 JA0238_MARKER: DB = BENCH MARK DISK
 JA0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0238_STAMPING: F 56 1934
 JA0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0238+STABILITY: SURFACE MOTION
 JA0238
 JA0238  HISTORY     - Date     Condition        Report By
 JA0238  HISTORY     - 1934     MONUMENTED       CGS
 JA0238  HISTORY     - 1965     GOOD             NGS
 JA0238
 JA0238                          STATION DESCRIPTION
 JA0238
 JA0238'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0569 ***********************************************************************
 JA0569  DESIGNATION -  F 57
 JA0569  PID         -  JA0569
 JA0569  STATE/COUNTY-  IN/DUBOIS
 JA0569  USGS QUAD   -  SAINT ANTHONY (1990)
 JA0569
 JA0569                         *CURRENT SURVEY CONTROL
 JA0569  ___________________________________________________________________
 JA0569* NAD 83(1986)-  38 18 02.     (N)    086 51 40.     (W)     SCALED    
 JA0569* NAVD 88     -       172.342  (meters)     565.43   (feet)  ADJUSTED  
 JA0569  ___________________________________________________________________
 JA0569  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 JA0569  DYNAMIC HT  -         172.225 (meters)     565.04  (feet)  COMP
 JA0569  MODELED GRAV-     979,948.4   (mgal)                       NAVD 88
 JA0569
 JA0569  VERT ORDER  -  FIRST     CLASS II
 JA0569
 JA0569.The horizontal coordinates were scaled from a topographic map and have
 JA0569.an estimated accuracy of +/- 6 seconds.
 JA0569
 JA0569.The orthometric height was determined by differential leveling
 JA0569.and adjusted by the National Geodetic Survey in June 1991..
 JA0569
 JA0569.The geoid height was determined by GEOID03.
 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     -   338,880.      919,440.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0569.See file dsdata.txt to determine how the superseded data were derived.
 JA0569
 JA0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH121391(NAD 83)
 JA0569_MARKER: DB = BENCH MARK DISK
 JA0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0569_STAMPING: F 57 1934
 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             NGS
 JA0569
 JA0569                          STATION DESCRIPTION
 JA0569
 JA0569'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1017 ***********************************************************************
 ME1017  DESIGNATION -  F 6
 ME1017  PID         -  ME1017
 ME1017  STATE/COUNTY-  IN/LAKE
 ME1017  USGS QUAD   -  WHITING (1991)
 ME1017
 ME1017                         *CURRENT SURVEY CONTROL
 ME1017  ___________________________________________________________________
 ME1017* NAD 83(1986)-  41 37 38.     (N)    087 24 43.     (W)     SCALED    
 ME1017* NAVD 88     -       181.444  (meters)     595.29   (feet)  ADJUSTED  
 ME1017  ___________________________________________________________________
 ME1017  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 ME1017  DYNAMIC HT  -         181.378 (meters)     595.07  (feet)  COMP
 ME1017  MODELED GRAV-     980,255.9   (mgal)                       NAVD 88
 ME1017
 ME1017  VERT ORDER  -  FIRST     CLASS I
 ME1017
 ME1017.The horizontal coordinates were scaled from a topographic map and have
 ME1017.an estimated accuracy of +/- 6 seconds.
 ME1017
 ME1017.The orthometric height was determined by differential leveling
 ME1017.and adjusted by the National Geodetic Survey in June 1991..
 ME1017.WARNING-Repeat measurements at this control monument indicate possible
 ME1017.vertical movement.
 ME1017
 ME1017.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1017.See file dsdata.txt to determine how the superseded data were derived.
 ME1017
 ME1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM656084(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1017
 ME1017  HISTORY     - Date     Condition        Report By
 ME1017  HISTORY     - UNK      MONUMENTED       CGS
 ME1017  HISTORY     - 1968     GOOD             NGS
 ME1017  HISTORY     - 1978     MARK NOT FOUND   LOCENG
 ME1017
 ME1017                          STATION DESCRIPTION
 ME1017
 ME1017'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1145 ***********************************************************************
 MD1145  DESIGNATION -  F 6 KOSKO
 MD1145  PID         -  MD1145
 MD1145  STATE/COUNTY-  IN/KOSCIUSKO
 MD1145  USGS QUAD   -  LAKE WAWASEE (1994)
 MD1145
 MD1145                         *CURRENT SURVEY CONTROL
 MD1145  ___________________________________________________________________
 MD1145* NAD 83(1986)-  41 25 27.     (N)    085 44 57.     (W)     SCALED    
 MD1145* NAVD 88     -       262.171  (meters)     860.14   (feet)  ADJUSTED  
 MD1145  ___________________________________________________________________
 MD1145  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 MD1145  DYNAMIC HT  -         262.064 (meters)     859.79  (feet)  COMP
 MD1145  MODELED GRAV-     980,207.7   (mgal)                       NAVD 88
 MD1145
 MD1145  VERT ORDER  -  SECOND    CLASS 0
 MD1145
 MD1145.The horizontal coordinates were scaled from a topographic map and have
 MD1145.an estimated accuracy of +/- 6 seconds.
 MD1145
 MD1145.The orthometric height was determined by differential leveling
 MD1145.and adjusted by the National Geodetic Survey in June 1991..
 MD1145
 MD1145.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1145.See file dsdata.txt to determine how the superseded data were derived.
 MD1145
 MD1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL045866(NAD 83)
 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             NGS
 MD1145
 MD1145                          STATION DESCRIPTION
 MD1145
 MD1145'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1298 ***********************************************************************
 MD1298  DESIGNATION -  F 6 WABSH
 MD1298  PID         -  MD1298
 MD1298  STATE/COUNTY-  IN/WABASH
 MD1298  USGS QUAD   -  SOUTH WHITLEY WEST (1994)
 MD1298
 MD1298                         *CURRENT SURVEY CONTROL
 MD1298  ___________________________________________________________________
 MD1298* NAD 83(1986)-  41 00 06.     (N)    085 40 47.     (W)     SCALED    
 MD1298* NAVD 88     -       251.137  (meters)     823.94   (feet)  ADJUSTED  
 MD1298  ___________________________________________________________________
 MD1298  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MD1298  DYNAMIC HT  -         251.022 (meters)     823.56  (feet)  COMP
 MD1298  MODELED GRAV-     980,158.1   (mgal)                       NAVD 88
 MD1298
 MD1298  VERT ORDER  -  SECOND    CLASS 0
 MD1298
 MD1298.The horizontal coordinates were scaled from a topographic map and have
 MD1298.an estimated accuracy of +/- 6 seconds.
 MD1298
 MD1298.The orthometric height was determined by differential leveling
 MD1298.and adjusted by the National Geodetic Survey in June 1991..
 MD1298
 MD1298.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1298.See file dsdata.txt to determine how the superseded data were derived.
 MD1298
 MD1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL110397(NAD 83)
 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             NGS
 MD1298  HISTORY     - 1990     GOOD             USPSQD
 MD1298
 MD1298                          STATION DESCRIPTION
 MD1298
 MD1298'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1679 ***********************************************************************
 HZ1679  DESIGNATION -  F 60
 HZ1679  PID         -  HZ1679
 HZ1679  STATE/COUNTY-  IN/SCOTT
 HZ1679  USGS QUAD   -  SCOTTSBURG (1994)
 HZ1679
 HZ1679                         *CURRENT SURVEY CONTROL
 HZ1679  ___________________________________________________________________
 HZ1679* NAD 83(1986)-  38 38 40.     (N)    085 46 15.     (W)     SCALED    
 HZ1679* NAVD 88     -       171.787  (meters)     563.60   (feet)  ADJUSTED  
 HZ1679  ___________________________________________________________________
 HZ1679  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 HZ1679  DYNAMIC HT  -         171.674 (meters)     563.23  (feet)  COMP
 HZ1679  MODELED GRAV-     979,968.8   (mgal)                       NAVD 88
 HZ1679
 HZ1679  VERT ORDER  -  SECOND    CLASS 0
 HZ1679
 HZ1679.The horizontal coordinates were scaled from a topographic map and have
 HZ1679.an estimated accuracy of +/- 6 seconds.
 HZ1679
 HZ1679.The orthometric height was determined by differential leveling
 HZ1679.and adjusted by the National Geodetic Survey in June 1991..
 HZ1679
 HZ1679.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1679.See file dsdata.txt to determine how the superseded data were derived.
 HZ1679
 HZ1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH069780(NAD 83)
 HZ1679_MARKER: DB = BENCH MARK DISK
 HZ1679_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1679_SP_SET: CULVERT
 HZ1679_STAMPING: F 60 1934
 HZ1679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0035 ***********************************************************************
 KA0035  DESIGNATION -  F 61
 KA0035  PID         -  KA0035
 KA0035  STATE/COUNTY-  IN/HENDRICKS
 KA0035  USGS QUAD   -  PLAINFIELD (1980)
 KA0035
 KA0035                         *CURRENT SURVEY CONTROL
 KA0035  ___________________________________________________________________
 KA0035* NAD 83(1986)-  39 44 36.     (N)    086 23 57.     (W)     SCALED    
 KA0035* NAVD 88     -       252.909  (meters)     829.75   (feet)  ADJUSTED  
 KA0035  ___________________________________________________________________
 KA0035  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KA0035  DYNAMIC HT  -         252.772 (meters)     829.30  (feet)  COMP
 KA0035  MODELED GRAV-     980,079.4   (mgal)                       NAVD 88
 KA0035
 KA0035  VERT ORDER  -  SECOND    CLASS 0
 KA0035
 KA0035.The horizontal coordinates were scaled from a topographic map and have
 KA0035.an estimated accuracy of +/- 6 seconds.
 KA0035
 KA0035.The orthometric height was determined by differential leveling
 KA0035.and adjusted by the National Geodetic Survey in June 1991..
 KA0035
 KA0035.The geoid height was determined by GEOID03.
 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     -   499,240.      958,640.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0035.See file dsdata.txt to determine how the superseded data were derived.
 KA0035
 KA0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ514994(NAD 83)
 KA0035_MARKER: DB = BENCH MARK DISK
 KA0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0035_STAMPING: F 61 1946
 KA0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0035+STABILITY: SURFACE MOTION
 KA0035
 KA0035  HISTORY     - Date     Condition        Report By
 KA0035  HISTORY     - 1946     MONUMENTED       CGS
 KA0035  HISTORY     - 1960     GOOD             NGS
 KA0035  HISTORY     - 1978     GOOD             LOCSUR
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0620 ***********************************************************************
 KA0620  DESIGNATION -  F 62
 KA0620  PID         -  KA0620
 KA0620  STATE/COUNTY-  IN/PUTNAM
 KA0620  USGS QUAD   -  CLOVERDALE (1986)
 KA0620
 KA0620                         *CURRENT SURVEY CONTROL
 KA0620  ___________________________________________________________________
 KA0620* NAD 83(1986)-  39 35 37.     (N)    086 47 05.     (W)     SCALED    
 KA0620* NAVD 88     -       236.198  (meters)     774.93   (feet)  ADJUSTED  
 KA0620  ___________________________________________________________________
 KA0620  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KA0620  DYNAMIC HT  -         236.063 (meters)     774.48  (feet)  COMP
 KA0620  MODELED GRAV-     980,049.5   (mgal)                       NAVD 88
 KA0620
 KA0620  VERT ORDER  -  FIRST     CLASS II
 KA0620
 KA0620.The horizontal coordinates were scaled from a topographic map and have
 KA0620.an estimated accuracy of +/- 6 seconds.
 KA0620
 KA0620.The orthometric height was determined by differential leveling
 KA0620.and adjusted by the National Geodetic Survey in June 1991..
 KA0620.WARNING-Repeat measurements at this control monument indicate possible
 KA0620.vertical movement.
 KA0620
 KA0620.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0620.See file dsdata.txt to determine how the superseded data were derived.
 KA0620
 KA0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ184826(NAD 83)
 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 = OCTOBER  6, 2006
 KA0488 ***********************************************************************
 KA0488  DESIGNATION -  F 63
 KA0488  PID         -  KA0488
 KA0488  STATE/COUNTY-  IN/MORGAN
 KA0488  USGS QUAD   -  QUINCY (1958)
 KA0488
 KA0488                         *CURRENT SURVEY CONTROL
 KA0488  ___________________________________________________________________
 KA0488* NAD 83(1986)-  39 29 45.     (N)    086 41 14.     (W)     SCALED    
 KA0488* NAVD 88     -       240.305  (meters)     788.40   (feet)  ADJUSTED  
 KA0488  ___________________________________________________________________
 KA0488  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KA0488  DYNAMIC HT  -         240.169 (meters)     787.95  (feet)  COMP
 KA0488  MODELED GRAV-     980,054.8   (mgal)                       NAVD 88
 KA0488
 KA0488  VERT ORDER  -  SECOND    CLASS 0
 KA0488
 KA0488.The horizontal coordinates were scaled from a topographic map and have
 KA0488.an estimated accuracy of +/- 6 seconds.
 KA0488
 KA0488.The orthometric height was determined by differential leveling
 KA0488.and adjusted by the National Geodetic Survey in June 1991..
 KA0488
 KA0488.The geoid height was determined by GEOID03.
 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     -   471,620.      934,070.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0488.See file dsdata.txt to determine how the superseded data were derived.
 KA0488
 KA0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ268718(NAD 83)
 KA0488_MARKER: DB = BENCH MARK DISK
 KA0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0488_STAMPING: F 63 1946
 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 = OCTOBER  6, 2006
 KA0155 ***********************************************************************
 KA0155  DESIGNATION -  F 64
 KA0155  PID         -  KA0155
 KA0155  STATE/COUNTY-  IN/MARION
 KA0155  USGS QUAD   -  BRIDGEPORT (1986)
 KA0155
 KA0155                         *CURRENT SURVEY CONTROL
 KA0155  ___________________________________________________________________
 KA0155* NAD 83(1986)-  39 39 14.     (N)    086 19 13.     (W)     SCALED    
 KA0155* NAVD 88     -       232.736  (meters)     763.57   (feet)  ADJUSTED  
 KA0155  ___________________________________________________________________
 KA0155  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KA0155  DYNAMIC HT  -         232.612 (meters)     763.16  (feet)  COMP
 KA0155  MODELED GRAV-     980,086.5   (mgal)                       NAVD 88
 KA0155
 KA0155  VERT ORDER  -  SECOND    CLASS 0
 KA0155
 KA0155.The horizontal coordinates were scaled from a topographic map and have
 KA0155.an estimated accuracy of +/- 6 seconds.
 KA0155
 KA0155.The orthometric height was determined by differential leveling
 KA0155.and adjusted by the National Geodetic Survey in June 1991..
 KA0155
 KA0155.The geoid height was determined by GEOID03.
 KA0155
 KA0155.The dynamic height is computed by dividing the NAVD 88
 KA0155.geopotential number by the normal gravity value computed on the
 KA0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0155.degrees latitude (g = 980.6199 gals.).
 KA0155
 KA0155.The modeled gravity was interpolated from observed gravity values.
 KA0155
 KA0155;                    North         East    Units  Estimated Accuracy
 KA0155;SPC IN E     -   489,290.       43,910.      MT  (+/- 180 meters Scaled)
 KA0155
 KA0155                          SUPERSEDED SURVEY CONTROL
 KA0155
 KA0155  NGVD 29 (??/??/92)  232.864  (m)          763.99   (f) ADJ UNCH    2 0
 KA0155
 KA0155.Superseded values are not recommended for survey control.
 KA0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0155.See file dsdata.txt to determine how the superseded data were derived.
 KA0155
 KA0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ583895(NAD 83)
 KA0155_MARKER: DB = BENCH MARK DISK
 KA0155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0155_SP_SET: CULVERT
 KA0155_STAMPING: F 64 1946
 KA0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0155
 KA0155  HISTORY     - Date     Condition        Report By
 KA0155  HISTORY     - 1946     MONUMENTED       CGS
 KA0155  HISTORY     - 1976     GOOD             LOCSUR
 KA0155
 KA0155                          STATION DESCRIPTION
 KA0155
 KA0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0155'0.7 MI SW FROM CAMBY.
 KA0155'ALONG STATE HIGHWAY 67 ABOUT 0.7 MILE SOUTHWEST OF THE CROSS ROADS
 KA0155'AT CAMBY AND ABOUT 0.75 MILE NORTHEAST OF FRIENDSWOOD, 0.55 MILE
 KA0155'NORTHEAST OF THE MARION-HENDRICKS COUNTY LINE, SET IN THE TOP
 KA0155'OF THE CENTER OF THE NORTHWEST HEADWALL OF A 3-FOOT CONCRETE BOX
 KA0155'CULVERT, ABOUT 30 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY
 KA0155'AND 6 FEET BELOW HIGHWAY LEVEL.  A STANDARD DISK, STAMPED F 64
 KA0155'1946.
 KA0155
 KA0155                          STATION RECOVERY (1976)
 KA0155
 KA0155'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0161 ***********************************************************************
 KA0161  DESIGNATION -  F 65
 KA0161  PID         -  KA0161
 KA0161  STATE/COUNTY-  IN/MORGAN
 KA0161  USGS QUAD   -  MOORESVILLE WEST (1983)
 KA0161
 KA0161                         *CURRENT SURVEY CONTROL
 KA0161  ___________________________________________________________________
 KA0161* NAD 83(1986)-  39 35 38.     (N)    086 23 53.     (W)     SCALED    
 KA0161* NAVD 88     -       239.467  (meters)     785.65   (feet)  ADJUSTED  
 KA0161  ___________________________________________________________________
 KA0161  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KA0161  DYNAMIC HT  -         239.336 (meters)     785.22  (feet)  COMP
 KA0161  MODELED GRAV-     980,075.4   (mgal)                       NAVD 88
 KA0161
 KA0161  VERT ORDER  -  SECOND    CLASS 0
 KA0161
 KA0161.The horizontal coordinates were scaled from a topographic map and have
 KA0161.an estimated accuracy of +/- 6 seconds.
 KA0161
 KA0161.The orthometric height was determined by differential leveling
 KA0161.and adjusted by the National Geodetic Survey in June 1991..
 KA0161
 KA0161.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0161.See file dsdata.txt to determine how the superseded data were derived.
 KA0161
 KA0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ516828(NAD 83)
 KA0161_MARKER: DB = BENCH MARK DISK
 KA0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0161_STAMPING: F 65 1946
 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 = OCTOBER  6, 2006
 KA1080 ***********************************************************************
 KA1080  DESIGNATION -  F 66
 KA1080  PID         -  KA1080
 KA1080  STATE/COUNTY-  IN/VIGO
 KA1080  USGS QUAD   -  SEELYVILLE (1986)
 KA1080
 KA1080                         *CURRENT SURVEY CONTROL
 KA1080  ___________________________________________________________________
 KA1080* NAD 83(1986)-  39 27 45.     (N)    087 18 12.     (W)     SCALED    
 KA1080* NAVD 88     -       174.350  (meters)     572.01   (feet)  ADJUSTED  
 KA1080  ___________________________________________________________________
 KA1080  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KA1080  DYNAMIC HT  -         174.251 (meters)     571.69  (feet)  COMP
 KA1080  MODELED GRAV-     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 topographic map and have
 KA1080.an estimated accuracy of +/- 6 seconds.
 KA1080
 KA1080.The orthometric height was determined by differential leveling
 KA1080.and adjusted by the National Geodetic Survey in June 1991..
 KA1080
 KA1080.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1080.See file dsdata.txt to determine how the superseded data were derived.
 KA1080
 KA1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ739681(NAD 83)
 KA1080_MARKER: DB = BENCH MARK DISK
 KA1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1080_STAMPING: F 66 1946
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 KA0944 ***********************************************************************
 KA0944  DESIGNATION -  F 67
 KA0944  PID         -  KA0944
 KA0944  STATE/COUNTY-  IN/CLAY
 KA0944  USGS QUAD   -  BRAZIL EAST (1986)
 KA0944
 KA0944                         *CURRENT SURVEY CONTROL
 KA0944  ___________________________________________________________________
 KA0944* NAD 83(1986)-  39 34 29.     (N)    087 07 28.     (W)     SCALED    
 KA0944* NAVD 88     -       201.869  (meters)     662.30   (feet)  ADJUSTED  
 KA0944  ___________________________________________________________________
 KA0944  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KA0944  DYNAMIC HT  -         201.753 (meters)     661.92  (feet)  COMP
 KA0944  MODELED GRAV-     980,046.0   (mgal)                       NAVD 88
 KA0944
 KA0944  VERT ORDER  -  SECOND    CLASS 0
 KA0944
 KA0944.The horizontal coordinates were scaled from a topographic map and have
 KA0944.an estimated accuracy of +/- 6 seconds.
 KA0944
 KA0944.The orthometric height was determined by differential leveling
 KA0944.and adjusted by the National Geodetic Survey in June 1991..
 KA0944
 KA0944.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0944.See file dsdata.txt to determine how the superseded data were derived.
 KA0944
 KA0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ893805(NAD 83)
 KA0944_MARKER: DB = BENCH MARK DISK
 KA0944_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0944_SP_SET: CULVERT
 KA0944_STAMPING: F 67 1946
 KA0944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA1162 ***********************************************************************
 KA1162  DESIGNATION -  F 68 RESET 1968
 KA1162  PID         -  KA1162
 KA1162  STATE/COUNTY-  IN/CLAY
 KA1162  USGS QUAD   -  STAUNTON (1986)
 KA1162
 KA1162                         *CURRENT SURVEY CONTROL
 KA1162  ___________________________________________________________________
 KA1162* NAD 83(1986)-  39 26 51.     (N)    087 12 04.     (W)     SCALED    
 KA1162* NAVD 88     -       197.74   (meters)     648.8    (feet)  RESET     
 KA1162  ___________________________________________________________________
 KA1162  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KA1162
 KA1162  VERT ORDER  -  THIRD
 KA1162
 KA1162.The horizontal coordinates were scaled from a topographic map and have
 KA1162.an estimated accuracy of +/- 6 seconds.
 KA1162
 KA1162.The orthometric height was computed from unverified reset data.
 KA1162
 KA1162.The geoid height was determined by GEOID03.
 KA1162
 KA1162;                    North         East    Units  Estimated Accuracy
 KA1162;SPC IN W     -   466,180.      889,860.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1162.See file dsdata.txt to determine how the superseded data were derived.
 KA1162
 KA1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ826664(NAD 83)
 KA1162_MARKER: DB = BENCH MARK DISK
 KA1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1162_STAMPING: F 68 RESET 1968
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1168 ***********************************************************************
 KA1168  DESIGNATION -  F 69
 KA1168  PID         -  KA1168
 KA1168  STATE/COUNTY-  IN/CLAY
 KA1168  USGS QUAD   -  CENTER POINT (1986)
 KA1168
 KA1168                         *CURRENT SURVEY CONTROL
 KA1168  ___________________________________________________________________
 KA1168* NAD 83(1986)-  39 28 26.     (N)    087 02 01.     (W)     SCALED    
 KA1168* NAVD 88     -       201.917  (meters)     662.46   (feet)  ADJUSTED  
 KA1168  ___________________________________________________________________
 KA1168  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KA1168  DYNAMIC HT  -         201.801 (meters)     662.08  (feet)  COMP
 KA1168  MODELED GRAV-     980,050.6   (mgal)                       NAVD 88
 KA1168
 KA1168  VERT ORDER  -  SECOND    CLASS 0
 KA1168
 KA1168.The horizontal coordinates were scaled from a topographic map and have
 KA1168.an estimated accuracy of +/- 6 seconds.
 KA1168
 KA1168.The orthometric height was determined by differential leveling
 KA1168.and adjusted by the National Geodetic Survey in June 1991..
 KA1168
 KA1168.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1168.See file dsdata.txt to determine how the superseded data were derived.
 KA1168
 KA1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ971693(NAD 83)
 KA1168_MARKER: DB = BENCH MARK DISK
 KA1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1168_STAMPING: F 69 1946
 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 = OCTOBER  6, 2006
 ME0513 ***********************************************************************
 ME0513  DESIGNATION -  F 7
 ME0513  PID         -  ME0513
 ME0513  STATE/COUNTY-  IN/STARKE
 ME0513  USGS QUAD   -  KNOX EAST (1969)
 ME0513
 ME0513                         *CURRENT SURVEY CONTROL
 ME0513  ___________________________________________________________________
 ME0513* NAD 83(1986)-  41 22 15.     (N)    086 30 30.     (W)     SCALED    
 ME0513* NAVD 88     -       219.200  (meters)     719.16   (feet)  ADJUSTED  
 ME0513  ___________________________________________________________________
 ME0513  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 ME0513  DYNAMIC HT  -         219.111 (meters)     718.87  (feet)  COMP
 ME0513  MODELED GRAV-     980,212.1   (mgal)                       NAVD 88
 ME0513
 ME0513  VERT ORDER  -  FIRST     CLASS I
 ME0513
 ME0513.The horizontal coordinates were scaled from a topographic map and have
 ME0513.an estimated accuracy of +/- 6 seconds.
 ME0513
 ME0513.The orthometric height was determined by differential leveling
 ME0513.and adjusted by the National Geodetic Survey in June 1991..
 ME0513.WARNING-Repeat measurements at this control monument indicate possible
 ME0513.vertical movement.
 ME0513
 ME0513.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0513.See file dsdata.txt to determine how the superseded data were derived.
 ME0513
 ME0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL411800(NAD 83)
 ME0513_MARKER: DB = BENCH MARK DISK
 ME0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0513_STAMPING: ELEV 719.559 FT F 7
 ME0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0513+STABILITY: SURFACE MOTION
 ME0513
 ME0513  HISTORY     - Date     Condition        Report By
 ME0513  HISTORY     - UNK      MONUMENTED       CGS
 ME0513  HISTORY     - 1968     GOOD             NGS
 ME0513  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0513
 ME0513                          STATION DESCRIPTION
 ME0513
 ME0513'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0889 ***********************************************************************
 LA0889  DESIGNATION -  F 7 HUNT
 LA0889  PID         -  LA0889
 LA0889  STATE/COUNTY-  IN/HUNTINGTON
 LA0889  USGS QUAD   -  HUNTINGTON (1994)
 LA0889
 LA0889                         *CURRENT SURVEY CONTROL
 LA0889  ___________________________________________________________________
 LA0889* NAD 83(1986)-  40 53 34.     (N)    085 29 04.     (W)     SCALED    
 LA0889* NAVD 88     -       228.771  (meters)     750.56   (feet)  ADJUSTED  
 LA0889  ___________________________________________________________________
 LA0889  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 LA0889  DYNAMIC HT  -         228.665 (meters)     750.21  (feet)  COMP
 LA0889  MODELED GRAV-     980,152.9   (mgal)                       NAVD 88
 LA0889
 LA0889  VERT ORDER  -  SECOND    CLASS 0
 LA0889
 LA0889.The horizontal coordinates were scaled from a topographic map and have
 LA0889.an estimated accuracy of +/- 6 seconds.
 LA0889
 LA0889.The orthometric height was determined by differential leveling
 LA0889.and adjusted by the National Geodetic Survey in June 1991..
 LA0889
 LA0889.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0889.See file dsdata.txt to determine how the superseded data were derived.
 LA0889
 LA0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL276279(NAD 83)
 LA0889_MARKER: DD = SURVEY DISK
 LA0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0889_STAMPING: F 7 HUNT
 LA0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0889+STABILITY: SURFACE MOTION
 LA0889
 LA0889  HISTORY     - Date     Condition        Report By
 LA0889  HISTORY     - UNK      MONUMENTED       INHD
 LA0889  HISTORY     - 1946     GOOD             NGS
 LA0889
 LA0889                          STATION DESCRIPTION
 LA0889
 LA0889'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0831 ***********************************************************************
 KA0831  DESIGNATION -  F 71
 KA0831  PID         -  KA0831
 KA0831  STATE/COUNTY-  IN/PARKE
 KA0831  USGS QUAD   -  MANSFIELD (1983)
 KA0831
 KA0831                         *CURRENT SURVEY CONTROL
 KA0831  ___________________________________________________________________
 KA0831* NAD 83(1986)-  39 40 16.     (N)    087 05 50.     (W)     SCALED    
 KA0831* NAVD 88     -       181.639  (meters)     595.93   (feet)  ADJUSTED  
 KA0831  ___________________________________________________________________
 KA0831  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KA0831  DYNAMIC HT  -         181.536 (meters)     595.59  (feet)  COMP
 KA0831  MODELED GRAV-     980,057.2   (mgal)                       NAVD 88
 KA0831
 KA0831  VERT ORDER  -  SECOND    CLASS 0
 KA0831
 KA0831.The horizontal coordinates were scaled from a topographic map and have
 KA0831.an estimated accuracy of +/- 6 seconds.
 KA0831
 KA0831.The orthometric height was determined by differential leveling
 KA0831.and adjusted by the National Geodetic Survey in June 1991..
 KA0831
 KA0831.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0831.See file dsdata.txt to determine how the superseded data were derived.
 KA0831
 KA0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ916912(NAD 83)
 KA0831_MARKER: DB = BENCH MARK DISK
 KA0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0831_STAMPING: F 71 1946
 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 = OCTOBER  6, 2006
 KA0561 ***********************************************************************
 KA0561  DESIGNATION -  F 72
 KA0561  PID         -  KA0561
 KA0561  STATE/COUNTY-  IN/PUTNAM
 KA0561  USGS QUAD   -  RUSSELLVILLE (1963)
 KA0561
 KA0561                         *CURRENT SURVEY CONTROL
 KA0561  ___________________________________________________________________
 KA0561* NAD 83(1986)-  39 45 46.     (N)    086 54 27.     (W)     SCALED    
 KA0561* NAVD 88     -       258.689  (meters)     848.72   (feet)  ADJUSTED  
 KA0561  ___________________________________________________________________
 KA0561  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KA0561  DYNAMIC HT  -         258.543 (meters)     848.24  (feet)  COMP
 KA0561  MODELED GRAV-     980,054.9   (mgal)                       NAVD 88
 KA0561
 KA0561  VERT ORDER  -  SECOND    CLASS 0
 KA0561
 KA0561.The horizontal coordinates were scaled from a topographic map and have
 KA0561.an estimated accuracy of +/- 6 seconds.
 KA0561
 KA0561.The orthometric height was determined by differential leveling
 KA0561.and adjusted by the National Geodetic Survey in June 1991..
 KA0561
 KA0561.The geoid height was determined by GEOID03.
 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     -   501,190.      915,070.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0561.See file dsdata.txt to determine how the superseded data were derived.
 KA0561
 KA0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK079014(NAD 83)
 KA0561_MARKER: DB = BENCH MARK DISK
 KA0561_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0561_SP_SET: BRIDGE
 KA0561_STAMPING: F 72 1946
 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 = OCTOBER  6, 2006
 KA0669 ***********************************************************************
 KA0669  DESIGNATION -  F 73
 KA0669  PID         -  KA0669
 KA0669  STATE/COUNTY-  IN/HENDRICKS
 KA0669  USGS QUAD   -  COATESVILLE (1983)
 KA0669
 KA0669                         *CURRENT SURVEY CONTROL
 KA0669  ___________________________________________________________________
 KA0669* NAD 83(1986)-  39 43 05.     (N)    086 39 03.     (W)     SCALED    
 KA0669* NAVD 88     -       278.503  (meters)     913.72   (feet)  POSTED    
 KA0669  ___________________________________________________________________
 KA0669  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KA0669  DYNAMIC HT  -         278.350 (meters)     913.22  (feet)  COMP
 KA0669  MODELED GRAV-     980,065.6   (mgal)                       NAVD 88
 KA0669
 KA0669  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KA0669
 KA0669.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KA0669.rate of 1.1 thru 2.0 mm/km.
 KA0669
 KA0669.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0669.See file dsdata.txt to determine how the superseded data were derived.
 KA0669
 KA0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ299965(NAD 83)
 KA0669_MARKER: DB = BENCH MARK DISK
 KA0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0669_STAMPING: F 73 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0778 ***********************************************************************
 KA0778  DESIGNATION -  F 74
 KA0778  PID         -  KA0778
 KA0778  STATE/COUNTY-  IN/PUTNAM
 KA0778  USGS QUAD   -  RUSSELLVILLE (1963)
 KA0778
 KA0778                         *CURRENT SURVEY CONTROL
 KA0778  ___________________________________________________________________
 KA0778* NAD 83(1986)-  39 46 27.     (N)    086 56 15.     (W)     SCALED    
 KA0778* NAVD 88     -       265.883  (meters)     872.32   (feet)  ADJUSTED  
 KA0778  ___________________________________________________________________
 KA0778  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KA0778  DYNAMIC HT  -         265.733 (meters)     871.83  (feet)  COMP
 KA0778  MODELED GRAV-     980,054.9   (mgal)                       NAVD 88
 KA0778
 KA0778  VERT ORDER  -  SECOND    CLASS 0
 KA0778
 KA0778.The horizontal coordinates were scaled from a topographic map and have
 KA0778.an estimated accuracy of +/- 6 seconds.
 KA0778
 KA0778.The orthometric height was determined by differential leveling
 KA0778.and adjusted by the National Geodetic Survey in June 1991..
 KA0778
 KA0778.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0778.See file dsdata.txt to determine how the superseded data were derived.
 KA0778
 KA0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK053026(NAD 83)
 KA0778_MARKER: DB = BENCH MARK DISK
 KA0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0778_STAMPING: F 74 1946
 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 = OCTOBER  6, 2006
 KA0727 ***********************************************************************
 KA0727  DESIGNATION -  F 75
 KA0727  PID         -  KA0727
 KA0727  STATE/COUNTY-  IN/MONTGOMERY
 KA0727  USGS QUAD   -  LADOGA (1984)
 KA0727
 KA0727                         *CURRENT SURVEY CONTROL
 KA0727  ___________________________________________________________________
 KA0727* NAD 83(1986)-  39 57 38.     (N)    086 48 31.     (W)     SCALED    
 KA0727* NAVD 88     -       259.036  (meters)     849.85   (feet)  ADJUSTED  
 KA0727  ___________________________________________________________________
 KA0727  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KA0727  DYNAMIC HT  -         258.895 (meters)     849.39  (feet)  COMP
 KA0727  MODELED GRAV-     980,075.7   (mgal)                       NAVD 88
 KA0727
 KA0727  VERT ORDER  -  SECOND    CLASS 0
 KA0727
 KA0727.The horizontal coordinates were scaled from a topographic map and have
 KA0727.an estimated accuracy of +/- 6 seconds.
 KA0727
 KA0727.The orthometric height was determined by differential leveling
 KA0727.and adjusted by the National Geodetic Survey in June 1991..
 KA0727
 KA0727.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0727.See file dsdata.txt to determine how the superseded data were derived.
 KA0727
 KA0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK163233(NAD 83)
 KA0727_MARKER: DB = BENCH MARK DISK
 KA0727_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0727_SP_SET: BRIDGE
 KA0727_STAMPING: F 75 1946
 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 = OCTOBER  6, 2006
 KA0753 ***********************************************************************
 KA0753  DESIGNATION -  F 76
 KA0753  PID         -  KA0753
 KA0753  STATE/COUNTY-  IN/HENDRICKS
 KA0753  USGS QUAD   -  HALL (1970)
 KA0753
 KA0753                         *CURRENT SURVEY CONTROL
 KA0753  ___________________________________________________________________
 KA0753* NAD 83(1986)-  39 36 45.     (N)    086 35 26.     (W)     SCALED    
 KA0753* NAVD 88     -       237.411  (meters)     778.91   (feet)  ADJUSTED  
 KA0753  ___________________________________________________________________
 KA0753  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KA0753  DYNAMIC HT  -         237.278 (meters)     778.47  (feet)  COMP
 KA0753  MODELED GRAV-     980,062.0   (mgal)                       NAVD 88
 KA0753
 KA0753  VERT ORDER  -  SECOND    CLASS 0
 KA0753
 KA0753.The horizontal coordinates were scaled from a topographic map and have
 KA0753.an estimated accuracy of +/- 6 seconds.
 KA0753
 KA0753.The orthometric height was determined by differential leveling
 KA0753.and adjusted by the National Geodetic Survey in June 1991..
 KA0753
 KA0753.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0753.See file dsdata.txt to determine how the superseded data were derived.
 KA0753
 KA0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ351848(NAD 83)
 KA0753_MARKER: DB = BENCH MARK DISK
 KA0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0753_STAMPING: F 76 1946
 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 = OCTOBER  6, 2006
 KA0105 ***********************************************************************
 KA0105  DESIGNATION -  F 77
 KA0105  PID         -  KA0105
 KA0105  STATE/COUNTY-  IN/MARION
 KA0105  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA0105
 KA0105                         *CURRENT SURVEY CONTROL
 KA0105  ___________________________________________________________________
 KA0105* NAD 83(1986)-  39 45 47.     (N)    086 12 31.     (W)     SCALED    
 KA0105* NAVD 88     -       213.713  (meters)     701.16   (feet)  POSTED    
 KA0105  ___________________________________________________________________
 KA0105  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KA0105  DYNAMIC HT  -         213.600 (meters)     700.79  (feet)  COMP
 KA0105  MODELED GRAV-     980,076.6   (mgal)                       NAVD 88
 KA0105
 KA0105  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KA0105
 KA0105.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KA0105.rate of 2.1 thru 3.0 mm/km.
 KA0105
 KA0105.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0105.See file dsdata.txt to determine how the superseded data were derived.
 KA0105
 KA0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK677017(NAD 83)
 KA0105_MARKER: DB = BENCH MARK DISK
 KA0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0105_STAMPING: F 77 1946
 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 = OCTOBER  6, 2006
 LB0592 ***********************************************************************
 LB0592  DESIGNATION -  F 78
 LB0592  PID         -  LB0592
 LB0592  STATE/COUNTY-  IN/BOONE
 LB0592  USGS QUAD   -  ROSSTON (1987)
 LB0592
 LB0592                         *CURRENT SURVEY CONTROL
 LB0592  ___________________________________________________________________
 LB0592* NAD 83(1986)-  40 06 09.     (N)    086 18 54.     (W)     SCALED    
 LB0592* NAVD 88     -       290.974  (meters)     954.64   (feet)  ADJUSTED  
 LB0592  ___________________________________________________________________
 LB0592  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 LB0592  DYNAMIC HT  -         290.813 (meters)     954.11  (feet)  COMP
 LB0592  MODELED GRAV-     980,063.6   (mgal)                       NAVD 88
 LB0592
 LB0592  VERT ORDER  -  SECOND    CLASS 0
 LB0592
 LB0592.The horizontal coordinates were scaled from a topographic map and have
 LB0592.an estimated accuracy of +/- 6 seconds.
 LB0592
 LB0592.The orthometric height was determined by differential leveling
 LB0592.and adjusted by the National Geodetic Survey in June 1991..
 LB0592
 LB0592.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0592.See file dsdata.txt to determine how the superseded data were derived.
 LB0592
 LB0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK583393(NAD 83)
 LB0592_MARKER: DB = BENCH MARK DISK
 LB0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0592_STAMPING: F 78 1946
 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 = OCTOBER  6, 2006
 KA0062 ***********************************************************************
 KA0062  DESIGNATION -  F 79
 KA0062  PID         -  KA0062
 KA0062  STATE/COUNTY-  IN/MARION
 KA0062  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA0062
 KA0062                         *CURRENT SURVEY CONTROL
 KA0062  ___________________________________________________________________
 KA0062* NAD 83(1986)-  39 46 38.     (N)    086 10 01.     (W)     SCALED    
 KA0062* NAVD 88     -       217.756  (meters)     714.42   (feet)  ADJUSTED  
 KA0062  ___________________________________________________________________
 KA0062  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KA0062  DYNAMIC HT  -         217.636 (meters)     714.03  (feet)  COMP
 KA0062  MODELED GRAV-     980,070.4   (mgal)                       NAVD 88
 KA0062
 KA0062  VERT ORDER  -  SECOND    CLASS 0
 KA0062
 KA0062.The horizontal coordinates were scaled from a topographic map and have
 KA0062.an estimated accuracy of +/- 6 seconds.
 KA0062
 KA0062.The orthometric height was determined by differential leveling
 KA0062.and adjusted by the National Geodetic Survey in June 1991..
 KA0062
 KA0062.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0062.See file dsdata.txt to determine how the superseded data were derived.
 KA0062
 KA0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK713033(NAD 83)
 KA0062_MARKER: DB = BENCH MARK DISK
 KA0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0062_SP_SET: BUILDING
 KA0062_STAMPING: F 79 1946
 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 = OCTOBER  6, 2006
 MD1246 ***********************************************************************
 MD1246  DESIGNATION -  F 8
 MD1246  PID         -  MD1246
 MD1246  STATE/COUNTY-  IN/KOSCIUSKO
 MD1246  USGS QUAD   -  WARSAW (1994)
 MD1246
 MD1246                         *CURRENT SURVEY CONTROL
 MD1246  ___________________________________________________________________
 MD1246* NAD 83(1986)-  41 14 09.     (N)    085 51 38.     (W)     SCALED    
 MD1246* NAVD 88     -       250.455  (meters)     821.70   (feet)  ADJUSTED  
 MD1246  ___________________________________________________________________
 MD1246  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 MD1246  DYNAMIC HT  -         250.348 (meters)     821.35  (feet)  COMP
 MD1246  MODELED GRAV-     980,192.1   (mgal)                       NAVD 88
 MD1246
 MD1246  VERT ORDER  -  FIRST     CLASS II
 MD1246
 MD1246.The horizontal coordinates were scaled from a topographic map and have
 MD1246.an estimated accuracy of +/- 6 seconds.
 MD1246
 MD1246.The orthometric height was determined by differential leveling
 MD1246.and adjusted by the National Geodetic Survey in June 1991..
 MD1246
 MD1246.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1246.See file dsdata.txt to determine how the superseded data were derived.
 MD1246
 MD1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL954655(NAD 83)
 MD1246_MARKER: DB = BENCH MARK DISK
 MD1246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1246_SP_SET: ABUTMENT
 MD1246_STAMPING: F 8
 MD1246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1246
 MD1246  HISTORY     - Date     Condition        Report By
 MD1246  HISTORY     - UNK      MONUMENTED       CGS
 MD1246  HISTORY     - 1930     GOOD             NGS
 MD1246  HISTORY     - 1946     POOR             INDNR
 MD1246
 MD1246                          STATION DESCRIPTION
 MD1246
 MD1246'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1247 ***********************************************************************
 MD1247  DESIGNATION -  F 8 RESET
 MD1247  PID         -  MD1247
 MD1247  STATE/COUNTY-  IN/KOSCIUSKO
 MD1247  USGS QUAD   -  WARSAW (1994)
 MD1247
 MD1247                         *CURRENT SURVEY CONTROL
 MD1247  ___________________________________________________________________
 MD1247* NAD 83(1986)-  41 14 09.     (N)    085 51 38.     (W)     SCALED    
 MD1247* NAVD 88     -       250.923  (meters)     823.24   (feet)  ADJUSTED  
 MD1247  ___________________________________________________________________
 MD1247  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 MD1247  DYNAMIC HT  -         250.816 (meters)     822.89  (feet)  COMP
 MD1247  MODELED GRAV-     980,192.1   (mgal)                       NAVD 88
 MD1247
 MD1247  VERT ORDER  -  FIRST     CLASS I
 MD1247
 MD1247.The horizontal coordinates were scaled from a topographic map and have
 MD1247.an estimated accuracy of +/- 6 seconds.
 MD1247
 MD1247.The orthometric height was determined by differential leveling
 MD1247.and adjusted by the National Geodetic Survey in April 1995..
 MD1247.WARNING-Repeat measurements at this control monument indicate possible
 MD1247.vertical movement.
 MD1247
 MD1247.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1247
 MD1247  NAVD 88 (06/15/91)  250.928  (m)          823.25   (f) UNKNOWN     1 1
 MD1247  NGVD 29 (01/19/93)  251.058  (m)          823.68   (f) ADJUSTED    1 1
 MD1247
 MD1247.Superseded values are not recommended for survey control.
 MD1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1247.See file dsdata.txt to determine how the superseded data were derived.
 MD1247
 MD1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL954655(NAD 83)
 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             NGS
 MD1247  HISTORY     - 1984     GOOD             USPSQD
 MD1247  HISTORY     - 19920910 GOOD             NGS
 MD1247
 MD1247                          STATION DESCRIPTION
 MD1247
 MD1247'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB2022 ***********************************************************************
 LB2022  DESIGNATION -  F 80
 LB2022  PID         -  LB2022
 LB2022  STATE/COUNTY-  IN/BOONE
 LB2022  USGS QUAD   -  LEBANON (1979)
 LB2022
 LB2022                         *CURRENT SURVEY CONTROL
 LB2022  ___________________________________________________________________
 LB2022* NAD 83(1986)-  40 00 01.     (N)    086 25 20.     (W)     SCALED    
 LB2022* NAVD 88     -       290.177  (meters)     952.02   (feet)  ADJUSTED  
 LB2022  ___________________________________________________________________
 LB2022  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 LB2022  DYNAMIC HT  -         290.015 (meters)     951.49  (feet)  COMP
 LB2022  MODELED GRAV-     980,061.5   (mgal)                       NAVD 88
 LB2022
 LB2022  VERT ORDER  -  SECOND    CLASS 0
 LB2022
 LB2022.The horizontal coordinates were scaled from a topographic map and have
 LB2022.an estimated accuracy of +/- 6 seconds.
 LB2022
 LB2022.The orthometric height was determined by differential leveling
 LB2022.and adjusted by the National Geodetic Survey in June 1991..
 LB2022
 LB2022.The geoid height was determined by GEOID03.
 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     -   527,760.      956,450.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2022.See file dsdata.txt to determine how the superseded data were derived.
 LB2022
 LB2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK493279(NAD 83)
 LB2022_MARKER: DB = BENCH MARK DISK
 LB2022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB2022_STAMPING: F 80 1946
 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 = OCTOBER  6, 2006
 KA0538 ***********************************************************************
 KA0538  DESIGNATION -  F 81
 KA0538  PID         -  KA0538
 KA0538  STATE/COUNTY-  IN/OWEN
 KA0538  USGS QUAD   -  QUINCY (1958)
 KA0538
 KA0538                         *CURRENT SURVEY CONTROL
 KA0538  ___________________________________________________________________
 KA0538* NAD 83(1986)-  39 26 28.     (N)    086 43 44.     (W)     SCALED    
 KA0538* NAVD 88     -       224.123  (meters)     735.31   (feet)  ADJUSTED  
 KA0538  ___________________________________________________________________
 KA0538  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KA0538  DYNAMIC HT  -         223.994 (meters)     734.89  (feet)  COMP
 KA0538  MODELED GRAV-     980,047.2   (mgal)                       NAVD 88
 KA0538
 KA0538  VERT ORDER  -  SECOND    CLASS 0
 KA0538
 KA0538.The horizontal coordinates were scaled from a topographic map and have
 KA0538.an estimated accuracy of +/- 6 seconds.
 KA0538
 KA0538.The orthometric height was determined by differential leveling
 KA0538.and adjusted by the National Geodetic Survey in June 1991..
 KA0538
 KA0538.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0538.See file dsdata.txt to determine how the superseded data were derived.
 KA0538
 KA0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ233657(NAD 83)
 KA0538_MARKER: DB = BENCH MARK DISK
 KA0538_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0538_SP_SET: BRIDGE
 KA0538_STAMPING: F 81 1946
 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 = OCTOBER  6, 2006
 KA1214 ***********************************************************************
 KA1214  DESIGNATION -  F 82
 KA1214  PID         -  KA1214
 KA1214  STATE/COUNTY-  IN/CLAY
 KA1214  USGS QUAD   -  SALINE CITY (1983)
 KA1214
 KA1214                         *CURRENT SURVEY CONTROL
 KA1214  ___________________________________________________________________
 KA1214* NAD 83(1986)-  39 21 51.     (N)    087 08 00.     (W)     SCALED    
 KA1214* NAVD 88     -       170.477  (meters)     559.31   (feet)  ADJUSTED  
 KA1214  ___________________________________________________________________
 KA1214  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KA1214  DYNAMIC HT  -         170.379 (meters)     558.99  (feet)  COMP
 KA1214  MODELED GRAV-     980,047.8   (mgal)                       NAVD 88
 KA1214
 KA1214  VERT ORDER  -  FIRST     CLASS II
 KA1214
 KA1214.The horizontal coordinates were scaled from a topographic map and have
 KA1214.an estimated accuracy of +/- 6 seconds.
 KA1214
 KA1214.The orthometric height was determined by differential leveling
 KA1214.and adjusted by the National Geodetic Survey in June 1991..
 KA1214
 KA1214.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1214.See file dsdata.txt to determine how the superseded data were derived.
 KA1214
 KA1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ885571(NAD 83)
 KA1214_MARKER: DB = BENCH MARK DISK
 KA1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1214_STAMPING: F 82 1946
 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 = OCTOBER  6, 2006
 KA0471 ***********************************************************************
 KA0471  DESIGNATION -  F 83
 KA0471  PID         -  KA0471
 KA0471  STATE/COUNTY-  IN/GREENE
 KA0471  USGS QUAD   -  ARNEY (1980)
 KA0471
 KA0471                         *CURRENT SURVEY CONTROL
 KA0471  ___________________________________________________________________
 KA0471* NAD 83(1986)-  39 08 36.     (N)    086 58 48.     (W)     SCALED    
 KA0471* NAVD 88     -       158.539  (meters)     520.14   (feet)  POSTED    
 KA0471  ___________________________________________________________________
 KA0471  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KA0471  DYNAMIC HT  -         158.440 (meters)     519.82  (feet)  COMP
 KA0471  MODELED GRAV-     980,030.4   (mgal)                       NAVD 88
 KA0471
 KA0471  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KA0471
 KA0471.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KA0471.rate of 0.0 thru 1.0 mm/km.
 KA0471
 KA0471.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0471.See file dsdata.txt to determine how the superseded data were derived.
 KA0471
 KA0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ017326(NAD 83)
 KA0471_MARKER: DB = BENCH MARK DISK
 KA0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0471_STAMPING: F 83 1946
 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 = OCTOBER  6, 2006
 KA0529 ***********************************************************************
 KA0529  DESIGNATION -  F 84
 KA0529  PID         -  KA0529
 KA0529  STATE/COUNTY-  IN/OWEN
 KA0529  USGS QUAD   -  CATARACT (1986)
 KA0529
 KA0529                         *CURRENT SURVEY CONTROL
 KA0529  ___________________________________________________________________
 KA0529* NAD 83(1986)-  39 25 27.     (N)    086 49 59.     (W)     SCALED    
 KA0529* NAVD 88     -       253.127  (meters)     830.47   (feet)  ADJUSTED  
 KA0529  ___________________________________________________________________
 KA0529  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KA0529  DYNAMIC HT  -         252.981 (meters)     829.99  (feet)  COMP
 KA0529  MODELED GRAV-     980,040.5   (mgal)                       NAVD 88
 KA0529
 KA0529  VERT ORDER  -  SECOND    CLASS 0
 KA0529
 KA0529.The horizontal coordinates were scaled from a topographic map and have
 KA0529.an estimated accuracy of +/- 6 seconds.
 KA0529
 KA0529.The orthometric height was determined by differential leveling
 KA0529.and adjusted by the National Geodetic Survey in June 1991..
 KA0529
 KA0529.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0529.See file dsdata.txt to determine how the superseded data were derived.
 KA0529
 KA0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ143638(NAD 83)
 KA0529_MARKER: DB = BENCH MARK DISK
 KA0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0529_STAMPING: F 84 1946
 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 = OCTOBER  6, 2006
 KA0410 ***********************************************************************
 KA0410  DESIGNATION -  F 85
 KA0410  PID         -  KA0410
 KA0410  STATE/COUNTY-  IN/GREENE
 KA0410  USGS QUAD   -  BLOOMFIELD (1980)
 KA0410
 KA0410                         *CURRENT SURVEY CONTROL
 KA0410  ___________________________________________________________________
 KA0410* NAD 83(1986)-  39 00 12.     (N)    086 53 45.     (W)     SCALED    
 KA0410* NAVD 88     -       155.207  (meters)     509.21   (feet)  ADJUSTED  
 KA0410  ___________________________________________________________________
 KA0410  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KA0410  DYNAMIC HT  -         155.110 (meters)     508.89  (feet)  COMP
 KA0410  MODELED GRAV-     980,004.5   (mgal)                       NAVD 88
 KA0410
 KA0410  VERT ORDER  -  FIRST     CLASS II
 KA0410
 KA0410.The horizontal coordinates were scaled from a topographic map and have
 KA0410.an estimated accuracy of +/- 6 seconds.
 KA0410
 KA0410.The orthometric height was determined by differential leveling
 KA0410.and adjusted by the National Geodetic Survey in June 1991..
 KA0410
 KA0410.The geoid height was determined by GEOID03.
 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     -   416,880.      916,240.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0410.See file dsdata.txt to determine how the superseded data were derived.
 KA0410
 KA0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ090171(NAD 83)
 KA0410_MARKER: DB = BENCH MARK DISK
 KA0410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0410_SP_SET: BRIDGE
 KA0410_STAMPING: F 85 1946
 KA0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0410
 KA0410  HISTORY     - Date     Condition        Report By
 KA0410  HISTORY     - 1946     MONUMENTED       CGS
 KA0410  HISTORY     - 1949     GOOD             NGS
 KA0410
 KA0410                          STATION DESCRIPTION
 KA0410
 KA0410'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0783 ***********************************************************************
 KA0783  DESIGNATION -  F 86
 KA0783  PID         -  KA0783
 KA0783  STATE/COUNTY-  IN/HENDRICKS
 KA0783  USGS QUAD   -  DANVILLE (1970)
 KA0783
 KA0783                         *CURRENT SURVEY CONTROL
 KA0783  ___________________________________________________________________
 KA0783* NAD 83(1986)-  39 48 23.     (N)    086 32 35.     (W)     SCALED    
 KA0783* NAVD 88     -       281.536  (meters)     923.67   (feet)  ADJUSTED  
 KA0783  ___________________________________________________________________
 KA0783  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KA0783  DYNAMIC HT  -         281.382 (meters)     923.17  (feet)  COMP
 KA0783  MODELED GRAV-     980,071.0   (mgal)                       NAVD 88
 KA0783
 KA0783  VERT ORDER  -  SECOND    CLASS 0
 KA0783
 KA0783.The horizontal coordinates were scaled from a topographic map and have
 KA0783.an estimated accuracy of +/- 6 seconds.
 KA0783
 KA0783.The orthometric height was determined by differential leveling
 KA0783.and adjusted by the National Geodetic Survey in June 1991..
 KA0783
 KA0783.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0783.See file dsdata.txt to determine how the superseded data were derived.
 KA0783
 KA0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK391063(NAD 83)
 KA0783_MARKER: DB = BENCH MARK DISK
 KA0783_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0783_SP_SET: CULVERT
 KA0783_STAMPING: F 86 1946
 KA0783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0783
 KA0783  HISTORY     - Date     Condition        Report By
 KA0783  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0845 ***********************************************************************
 LB0845  DESIGNATION -  F 87
 LB0845  PID         -  LB0845
 LB0845  STATE/COUNTY-  IN/TIPPECANOE
 LB0845  USGS QUAD   -  COLFAX (1980)
 LB0845
 LB0845                         *CURRENT SURVEY CONTROL
 LB0845  ___________________________________________________________________
 LB0845* NAD 83(1986)-  40 14 11.     (N)    086 43 09.     (W)     SCALED    
 LB0845* NAVD 88     -       251.163  (meters)     824.02   (feet)  ADJUSTED  
 LB0845  ___________________________________________________________________
 LB0845  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 LB0845  DYNAMIC HT  -         251.032 (meters)     823.59  (feet)  COMP
 LB0845  MODELED GRAV-     980,097.0   (mgal)                       NAVD 88
 LB0845
 LB0845  VERT ORDER  -  SECOND    CLASS 0
 LB0845
 LB0845.The horizontal coordinates were scaled from a topographic map and have
 LB0845.an estimated accuracy of +/- 6 seconds.
 LB0845
 LB0845.The orthometric height was determined by differential leveling
 LB0845.and adjusted by the National Geodetic Survey in June 1991..
 LB0845
 LB0845.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0845.See file dsdata.txt to determine how the superseded data were derived.
 LB0845
 LB0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK238540(NAD 83)
 LB0845_MARKER: DB = BENCH MARK DISK
 LB0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0845_STAMPING: F 87 1946
 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 = OCTOBER  6, 2006
 LB0926 ***********************************************************************
 LB0926  DESIGNATION -  F 88
 LB0926  PID         -  LB0926
 LB0926  STATE/COUNTY-  IN/TIPPECANOE
 LB0926  USGS QUAD   -  STOCKWELL (1980)
 LB0926
 LB0926                         *CURRENT SURVEY CONTROL
 LB0926  ___________________________________________________________________
 LB0926* NAD 83(1986)-  40 16 12.     (N)    086 46 17.     (W)     SCALED    
 LB0926* NAVD 88     -       238.590  (meters)     782.77   (feet)  ADJUSTED  
 LB0926  ___________________________________________________________________
 LB0926  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 LB0926  DYNAMIC HT  -         238.467 (meters)     782.37  (feet)  COMP
 LB0926  MODELED GRAV-     980,104.1   (mgal)                       NAVD 88
 LB0926
 LB0926  VERT ORDER  -  SECOND    CLASS 0
 LB0926
 LB0926.The horizontal coordinates were scaled from a topographic map and have
 LB0926.an estimated accuracy of +/- 6 seconds.
 LB0926
 LB0926.The orthometric height was determined by differential leveling
 LB0926.and adjusted by the National Geodetic Survey in June 1991..
 LB0926
 LB0926.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0926.See file dsdata.txt to determine how the superseded data were derived.
 LB0926
 LB0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK194577(NAD 83)
 LB0926_MARKER: DB = BENCH MARK DISK
 LB0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0926_STAMPING: F 88 1946
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 LB0833 ***********************************************************************
 LB0833  DESIGNATION -  F 89
 LB0833  PID         -  LB0833
 LB0833  STATE/COUNTY-  IN/MONTGOMERY
 LB0833  USGS QUAD   -  LINDEN (1986)
 LB0833
 LB0833                         *CURRENT SURVEY CONTROL
 LB0833  ___________________________________________________________________
 LB0833* NAD 83(1986)-  40 10 41.     (N)    086 54 14.     (W)     SCALED    
 LB0833* NAVD 88     -       243.749  (meters)     799.70   (feet)  ADJUSTED  
 LB0833  ___________________________________________________________________
 LB0833  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 LB0833  DYNAMIC HT  -         243.622 (meters)     799.28  (feet)  COMP
 LB0833  MODELED GRAV-     980,096.9   (mgal)                       NAVD 88
 LB0833
 LB0833  VERT ORDER  -  SECOND    CLASS 0
 LB0833
 LB0833.The horizontal coordinates were scaled from a topographic map and have
 LB0833.an estimated accuracy of +/- 6 seconds.
 LB0833
 LB0833.The orthometric height was determined by differential leveling
 LB0833.and adjusted by the National Geodetic Survey in June 1991..
 LB0833
 LB0833.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0833.See file dsdata.txt to determine how the superseded data were derived.
 LB0833
 LB0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK081475(NAD 83)
 LB0833_MARKER: DB = BENCH MARK DISK
 LB0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0833_STAMPING: F 89 1946
 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 = OCTOBER  6, 2006
 LB0072 ***********************************************************************
 LB0072  DESIGNATION -  F 91
 LB0072  PID         -  LB0072
 LB0072  STATE/COUNTY-  IN/CASS
 LB0072  USGS QUAD   -  ANOKA (1980)
 LB0072
 LB0072                         *CURRENT SURVEY CONTROL
 LB0072  ___________________________________________________________________
 LB0072* NAD 83(1986)-  40 40 41.     (N)    086 15 13.     (W)     SCALED    
 LB0072* NAVD 88     -       230.788  (meters)     757.18   (feet)  ADJUSTED  
 LB0072  ___________________________________________________________________
 LB0072  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 LB0072  DYNAMIC HT  -         230.676 (meters)     756.81  (feet)  COMP
 LB0072  MODELED GRAV-     980,131.2   (mgal)                       NAVD 88
 LB0072
 LB0072  VERT ORDER  -  SECOND    CLASS 0
 LB0072
 LB0072.The horizontal coordinates were scaled from a topographic map and have
 LB0072.an estimated accuracy of +/- 6 seconds.
 LB0072
 LB0072.The orthometric height was determined by differential leveling
 LB0072.and adjusted by the National Geodetic Survey in June 1991..
 LB0072
 LB0072.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0072.See file dsdata.txt to determine how the superseded data were derived.
 LB0072
 LB0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL630032(NAD 83)
 LB0072_MARKER: DB = BENCH MARK DISK
 LB0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0072_SP_SET: BUILDING
 LB0072_STAMPING: F 91 1938
 LB0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0072
 LB0072  HISTORY     - Date     Condition        Report By
 LB0072  HISTORY     - 1938     MONUMENTED       CGS
 LB0072  HISTORY     - 1949     GOOD             NGS
 LB0072
 LB0072                          STATION DESCRIPTION
 LB0072
 LB0072'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1861 ***********************************************************************
 JZ1861  DESIGNATION -  F 93
 JZ1861  PID         -  JZ1861
 JZ1861  STATE/COUNTY-  IN/RIPLEY
 JZ1861  USGS QUAD   -  HOLTON (1993)
 JZ1861
 JZ1861                         *CURRENT SURVEY CONTROL
 JZ1861  ___________________________________________________________________
 JZ1861* NAD 83(1986)-  39 04 11.     (N)    085 24 01.     (W)     SCALED    
 JZ1861* NAVD 88     -       275.127  (meters)     902.65   (feet)  POSTED    
 JZ1861  ___________________________________________________________________
 JZ1861  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ1861  DYNAMIC HT  -         274.950 (meters)     902.07  (feet)  COMP
 JZ1861  MODELED GRAV-     979,972.8   (mgal)                       NAVD 88
 JZ1861
 JZ1861  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JZ1861
 JZ1861.The horizontal coordinates were scaled from a topographic map and have
 JZ1861.an estimated accuracy of +/- 6 seconds.
 JZ1861
 JZ1861.The orthometric height was determined by differential leveling
 JZ1861.and adjusted by the National Geodetic Survey in 1992..
 JZ1861.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JZ1861.rate of 0.0 thru 1.0 mm/km.
 JZ1861
 JZ1861.The geoid height was determined by GEOID03.
 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     -   424,270.      123,050.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1861.See file dsdata.txt to determine how the superseded data were derived.
 JZ1861
 JZ1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ383257(NAD 83)
 JZ1861_MARKER: DB = BENCH MARK DISK
 JZ1861_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1861_SP_SET: CULVERT
 JZ1861_STAMPING: F 93 1938
 JZ1861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1696 ***********************************************************************
 LB1696  DESIGNATION -  F 94
 LB1696  PID         -  LB1696
 LB1696  STATE/COUNTY-  IN/TIPPECANOE
 LB1696  USGS QUAD   -  WESTPOINT (1962)
 LB1696
 LB1696                         *CURRENT SURVEY CONTROL
 LB1696  ___________________________________________________________________
 LB1696* NAD 83(1986)-  40 18 47.     (N)    087 03 56.     (W)     SCALED    
 LB1696* NAVD 88     -       215.100  (meters)     705.71   (feet)  ADJUSTED  
 LB1696  ___________________________________________________________________
 LB1696  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 LB1696  DYNAMIC HT  -         214.994 (meters)     705.36  (feet)  COMP
 LB1696  MODELED GRAV-     980,128.7   (mgal)                       NAVD 88
 LB1696
 LB1696  VERT ORDER  -  SECOND    CLASS 0
 LB1696
 LB1696.The horizontal coordinates were scaled from a topographic map and have
 LB1696.an estimated accuracy of +/- 6 seconds.
 LB1696
 LB1696.The orthometric height was determined by differential leveling
 LB1696.and adjusted by the National Geodetic Survey in June 1991..
 LB1696
 LB1696.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1696.See file dsdata.txt to determine how the superseded data were derived.
 LB1696
 LB1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK944625(NAD 83)
 LB1696_MARKER: DB = BENCH MARK DISK
 LB1696_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1696_SP_SET: CULVERT
 LB1696_STAMPING: F 94 1946
 LB1696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1915 ***********************************************************************
 JZ1915  DESIGNATION -  F 94
 JZ1915  PID         -  JZ1915
 JZ1915  STATE/COUNTY-  IN/DEARBORN
 JZ1915  USGS QUAD   -  DILLSBORO (1992)
 JZ1915
 JZ1915                         *CURRENT SURVEY CONTROL
 JZ1915  ___________________________________________________________________
 JZ1915* NAD 83(1986)-  39 04 11.     (N)    085 04 19.     (W)     SCALED    
 JZ1915* NAVD 88     -       236.437  (meters)     775.71   (feet)  POSTED    
 JZ1915  ___________________________________________________________________
 JZ1915  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ1915  DYNAMIC HT  -         236.280 (meters)     775.20  (feet)  COMP
 JZ1915  MODELED GRAV-     979,975.5   (mgal)                       NAVD 88
 JZ1915
 JZ1915  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JZ1915
 JZ1915.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JZ1915.rate of 0.0 thru 1.0 mm/km.
 JZ1915
 JZ1915.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1915.See file dsdata.txt to determine how the superseded data were derived.
 JZ1915
 JZ1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ667262(NAD 83)
 JZ1915_MARKER: DB = BENCH MARK DISK
 JZ1915_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1915_SP_SET: BRIDGE
 JZ1915_STAMPING: F 94 1938
 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 = OCTOBER  6, 2006
 LB1611 ***********************************************************************
 LB1611  DESIGNATION -  F 95
 LB1611  PID         -  LB1611
 LB1611  STATE/COUNTY-  IN/BENTON
 LB1611  USGS QUAD   -  CHATTERTON (1961)
 LB1611
 LB1611                         *CURRENT SURVEY CONTROL
 LB1611  ___________________________________________________________________
 LB1611* NAD 83(1986)-  40 29 48.     (N)    087 08 02.     (W)     SCALED    
 LB1611* NAVD 88     -       214.716  (meters)     704.45   (feet)  ADJUSTED  
 LB1611  ___________________________________________________________________
 LB1611  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 LB1611  DYNAMIC HT  -         214.610 (meters)     704.10  (feet)  COMP
 LB1611  MODELED GRAV-     980,129.3   (mgal)                       NAVD 88
 LB1611
 LB1611  VERT ORDER  -  SECOND    CLASS 0
 LB1611
 LB1611.The horizontal coordinates were scaled from a topographic map and have
 LB1611.an estimated accuracy of +/- 6 seconds.
 LB1611
 LB1611.The orthometric height was determined by differential leveling
 LB1611.and adjusted by the National Geodetic Survey in June 1991..
 LB1611
 LB1611.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1611.See file dsdata.txt to determine how the superseded data were derived.
 LB1611
 LB1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK886828(NAD 83)
 LB1611_MARKER: DB = BENCH MARK DISK
 LB1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1611_STAMPING: F 95 1946
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1960
 LB1611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1683 ***********************************************************************
 LB1683  DESIGNATION -  F 96
 LB1683  PID         -  LB1683
 LB1683  STATE/COUNTY-  IN/MONTGOMERY
 LB1683  USGS QUAD   -  WAYNETOWN (1980)
 LB1683
 LB1683                         *CURRENT SURVEY CONTROL
 LB1683  ___________________________________________________________________
 LB1683* NAD 83(1986)-  40 06 59.     (N)    087 04 04.     (W)     SCALED    
 LB1683* NAVD 88     -       242.009  (meters)     793.99   (feet)  ADJUSTED  
 LB1683  ___________________________________________________________________
 LB1683  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 LB1683  DYNAMIC HT  -         241.881 (meters)     793.57  (feet)  COMP
 LB1683  MODELED GRAV-     980,091.2   (mgal)                       NAVD 88
 LB1683
 LB1683  VERT ORDER  -  SECOND    CLASS 0
 LB1683
 LB1683.The horizontal coordinates were scaled from a topographic map and have
 LB1683.an estimated accuracy of +/- 6 seconds.
 LB1683
 LB1683.The orthometric height was determined by differential leveling
 LB1683.and adjusted by the National Geodetic Survey in June 1991..
 LB1683
 LB1683.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1683.See file dsdata.txt to determine how the superseded data were derived.
 LB1683
 LB1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK942406(NAD 83)
 LB1683_MARKER: DB = BENCH MARK DISK
 LB1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1683_STAMPING: F 96 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1726 ***********************************************************************
 LB1726  DESIGNATION -  F 97
 LB1726  PID         -  LB1726
 LB1726  STATE/COUNTY-  IN/WARREN
 LB1726  USGS QUAD   -  CHATTERTON (1961)
 LB1726
 LB1726                         *CURRENT SURVEY CONTROL
 LB1726  ___________________________________________________________________
 LB1726* NAD 83(1986)-  40 24 38.     (N)    087 10 05.     (W)     SCALED    
 LB1726* NAVD 88     -       213.698  (meters)     701.11   (feet)  ADJUSTED  
 LB1726  ___________________________________________________________________
 LB1726  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 LB1726  DYNAMIC HT  -         213.592 (meters)     700.76  (feet)  COMP
 LB1726  MODELED GRAV-     980,125.5   (mgal)                       NAVD 88
 LB1726
 LB1726  VERT ORDER  -  SECOND    CLASS 0
 LB1726
 LB1726.The horizontal coordinates were scaled from a topographic map and have
 LB1726.an estimated accuracy of +/- 6 seconds.
 LB1726
 LB1726.The orthometric height was determined by differential leveling
 LB1726.and adjusted by the National Geodetic Survey in June 1991..
 LB1726
 LB1726.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1726.See file dsdata.txt to determine how the superseded data were derived.
 LB1726
 LB1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK857733(NAD 83)
 LB1726_MARKER: DB = BENCH MARK DISK
 LB1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1726_STAMPING: F 97 1946
 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 = OCTOBER  6, 2006
 LB1514 ***********************************************************************
 LB1514  DESIGNATION -  F 98 RESET 1968
 LB1514  PID         -  LB1514
 LB1514  STATE/COUNTY-  IN/WARREN
 LB1514  USGS QUAD   -  PINE VILLAGE (1980)
 LB1514
 LB1514                         *CURRENT SURVEY CONTROL
 LB1514  ___________________________________________________________________
 LB1514* NAD 83(1986)-  40 27 08.     (N)    087 15 16.     (W)     SCALED    
 LB1514* NAVD 88     -       204.20   (meters)     669.9    (feet)  RESET     
 LB1514  ___________________________________________________________________
 LB1514  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 LB1514
 LB1514  VERT ORDER  -  THIRD
 LB1514
 LB1514.The horizontal coordinates were scaled from a topographic map and have
 LB1514.an estimated accuracy of +/- 6 seconds.
 LB1514
 LB1514.The orthometric height was computed from unverified reset data.
 LB1514
 LB1514.The geoid height was determined by GEOID03.
 LB1514
 LB1514;                    North         East    Units  Estimated Accuracy
 LB1514;SPC IN W     -   577,740.      885,490.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1514.See file dsdata.txt to determine how the superseded data were derived.
 LB1514
 LB1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK784779(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB1558 ***********************************************************************
 LB1558  DESIGNATION -  F 99
 LB1558  PID         -  LB1558
 LB1558  STATE/COUNTY-  IN/WARREN
 LB1558  USGS QUAD   -  PINE VILLAGE (1980)
 LB1558
 LB1558                         *CURRENT SURVEY CONTROL
 LB1558  ___________________________________________________________________
 LB1558* NAD 83(1986)-  40 22 58.     (N)    087 20 56.     (W)     SCALED    
 LB1558* NAVD 88     -       214.292  (meters)     703.06   (feet)  ADJUSTED  
 LB1558  ___________________________________________________________________
 LB1558  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LB1558  DYNAMIC HT  -         214.184 (meters)     702.70  (feet)  COMP
 LB1558  MODELED GRAV-     980,119.3   (mgal)                       NAVD 88
 LB1558
 LB1558  VERT ORDER  -  SECOND    CLASS 0
 LB1558
 LB1558.The horizontal coordinates were scaled from a topographic map and have
 LB1558.an estimated accuracy of +/- 6 seconds.
 LB1558
 LB1558.The orthometric height was determined by differential leveling
 LB1558.and adjusted by the National Geodetic Survey in June 1991..
 LB1558
 LB1558.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1558.See file dsdata.txt to determine how the superseded data were derived.
 LB1558
 LB1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK703703(NAD 83)
 LB1558_MARKER: DB = BENCH MARK DISK
 LB1558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1558_SP_SET: CULVERT
 LB1558_STAMPING: F 99 1946
 LB1558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0428 ***********************************************************************
 KA0428  DESIGNATION -  F F 81
 KA0428  PID         -  KA0428
 KA0428  STATE/COUNTY-  IN/OWEN
 KA0428  USGS QUAD   -  GOSPORT (1983)
 KA0428
 KA0428                         *CURRENT SURVEY CONTROL
 KA0428  ___________________________________________________________________
 KA0428* NAD 83(1986)-  39 22 23.     (N)    086 40 04.     (W)     SCALED    
 KA0428* NAVD 88     -       180.692  (meters)     592.82   (feet)  ADJUSTED  
 KA0428  ___________________________________________________________________
 KA0428  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KA0428  DYNAMIC HT  -         180.587 (meters)     592.48  (feet)  COMP
 KA0428  MODELED GRAV-     980,044.4   (mgal)                       NAVD 88
 KA0428
 KA0428  VERT ORDER  -  SECOND    CLASS 0
 KA0428
 KA0428.The horizontal coordinates were scaled from a topographic map and have
 KA0428.an estimated accuracy of +/- 6 seconds.
 KA0428
 KA0428.The orthometric height was determined by differential leveling
 KA0428.and adjusted by the National Geodetic Survey in June 1991..
 KA0428
 KA0428.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0428.See file dsdata.txt to determine how the superseded data were derived.
 KA0428
 KA0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ286582(NAD 83)
 KA0428_MARKER: DB = BENCH MARK DISK
 KA0428_SETTING: 66 = SET IN ROCK OUTCROP
 KA0428_SP_SET: ROCK OUTCROP
 KA0428_STAMPING: F F 81 1946
 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 = OCTOBER  6, 2006
 LA0892 ***********************************************************************
 LA0892  DESIGNATION -  F HUNT
 LA0892  PID         -  LA0892
 LA0892  STATE/COUNTY-  IN/HUNTINGTON
 LA0892  USGS QUAD   -  HUNTINGTON (1994)
 LA0892
 LA0892                         *CURRENT SURVEY CONTROL
 LA0892  ___________________________________________________________________
 LA0892* NAD 83(1986)-  40 54 15.     (N)    085 25 22.     (W)     SCALED    
 LA0892* NAVD 88     -       229.623  (meters)     753.35   (feet)  ADJUSTED  
 LA0892  ___________________________________________________________________
 LA0892  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 LA0892  DYNAMIC HT  -         229.517 (meters)     753.01  (feet)  COMP
 LA0892  MODELED GRAV-     980,157.6   (mgal)                       NAVD 88
 LA0892
 LA0892  VERT ORDER  -  SECOND    CLASS 0
 LA0892
 LA0892.The horizontal coordinates were scaled from a topographic map and have
 LA0892.an estimated accuracy of +/- 6 seconds.
 LA0892
 LA0892.The orthometric height was determined by differential leveling
 LA0892.and adjusted by the National Geodetic Survey in June 1991..
 LA0892
 LA0892.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0892.See file dsdata.txt to determine how the superseded data were derived.
 LA0892
 LA0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL328293(NAD 83)
 LA0892_MARKER: DD = SURVEY DISK
 LA0892_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0892_SP_SET: CULVERT
 LA0892_STAMPING: F- HUNT
 LA0892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0892
 LA0892  HISTORY     - Date     Condition        Report By
 LA0892  HISTORY     - UNK      MONUMENTED       INHD
 LA0892  HISTORY     - 1946     GOOD             NGS
 LA0892
 LA0892                          STATION DESCRIPTION
 LA0892
 LA0892'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 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  USGS QUAD   -  NEW GOSHEN (1986)
 KA2051
 KA2051                         *CURRENT SURVEY CONTROL
 KA2051  ___________________________________________________________________
 KA2051* NAD 83(1997)-  39 32 53.85865(N)    087 22 42.95996(W)     ADJUSTED  
 KA2051* NAVD 88     -       150.33   (meters)     493.2    (feet)  GPS OBS   
 KA2051  ___________________________________________________________________
 KA2051  X           -     225,245.003 (meters)                     COMP
 KA2051  Y           -  -4,919,730.618 (meters)                     COMP
 KA2051  Z           -   4,039,514.289 (meters)                     COMP
 KA2051  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 KA2051  ELLIP HEIGHT-         117.56  (meters)          (04/10/98) GPS OBS
 KA2051  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KA2051
 KA2051  HORZ ORDER  -  B
 KA2051  ELLP ORDER  -  FOURTH    CLASS I
 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 April 1998..
 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 NAVD 88 network.
 KA2051
 KA2051.Photographs are available 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 DEFLEC99 derived deflections.
 KA2051
 KA2051.The ellipsoidal height was determined by GPS observations
 KA2051.and is referenced to NAD 83.
 KA2051
 KA2051.The geoid height was determined by GEOID03.
 KA2051
 KA2051;                    North         East     Units Scale Factor Converg.
 KA2051;SPC IN W     -   477,407.903   874,621.515   MT  0.99997459   -0 11 16.8
 KA2051;SPC IN W     - 1,566,295.76  2,869,487.42   sFT  0.99997459   -0 11 16.8
 KA2051;UTM  16      - 4,377,692.668   467,470.840   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  =   0.99959459
 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|---------------------------------------------------------------------|
 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(1986)-  39 32 53.85793(N)    087 22 42.95050(W) AD(       ) 3
 KA2051  NGVD 29 (03/13/91)  150.2    (m)          493.     (f) GPS OBS        
 KA2051
 KA2051.Superseded values are not recommended for survey control.
 KA2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2051.See file dsdata.txt to determine how the superseded data were derived.
 KA2051
 KA2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6747177693(NAD 83)
 KA2051_MARKER: I = METAL ROD
 KA2051_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KA2051_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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 - June 25, 2003
 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
 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
 KA2051                          STATION RECOVERY (2001)
 KA2051
 KA2051'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (ARL)
 KA2051'RECOVERED AS DESCRIBED.
 KA2051' 
 KA2051'
 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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA2052 ***********************************************************************
 KA2052  DESIGNATION -  FAA 3I3 B
 KA2052  PID         -  KA2052
 KA2052  STATE/COUNTY-  IN/VIGO
 KA2052  USGS QUAD   -  NEW GOSHEN (1986)
 KA2052
 KA2052                         *CURRENT SURVEY CONTROL
 KA2052  ___________________________________________________________________
 KA2052* NAD 83(1997)-  39 32 56.12291(N)    087 22 16.39616(W)     ADJUSTED  
 KA2052* NAVD 88     -       150.4    (meters)     493.     (feet)  VERTCON   
 KA2052  ___________________________________________________________________
 KA2052  X           -     225,876.560 (meters)                     COMP
 KA2052  Y           -  -4,919,657.390 (meters)                     COMP
 KA2052  Z           -   4,039,568.333 (meters)                     COMP
 KA2052  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 KA2052  ELLIP HEIGHT-         117.87  (meters)          (05/25/99) GPS OBS
 KA2052  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KA2052
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2052
 KA2052.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2052
 KA2052.The ellipsoidal height was determined by GPS observations
 KA2052.and is referenced to NAD 83.
 KA2052
 KA2052.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          494.     (f) GPS OBS        
 KA2052
 KA2052.Superseded values are not recommended for survey control.
 KA2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2052.See file dsdata.txt to determine how the superseded data were derived.
 KA2052
 KA2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6810577760(NAD 83)
 KA2052_MARKER: DH = HORIZONTAL CONTROL DISK
 KA2052_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KA2052_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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 = OCTOBER  6, 2006
 KA2057 ***********************************************************************
 KA2057  DESIGNATION -  FAA IN03 A
 KA2057  PID         -  KA2057
 KA2057  STATE/COUNTY-  IN/MARION
 KA2057  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA2057
 KA2057                         *CURRENT SURVEY CONTROL
 KA2057  ___________________________________________________________________
 KA2057* NAD 83(1997)-  39 45 54.30827(N)    086 09 00.45549(W)     ADJUSTED  
 KA2057* NAVD 88     -       221.2    (meters)     726.     (feet)  VERTCON   
 KA2057  ___________________________________________________________________
 KA2057  X           -     329,640.852 (meters)                     COMP
 KA2057  Y           -  -4,898,497.786 (meters)                     COMP
 KA2057  Z           -   4,058,090.472 (meters)                     COMP
 KA2057  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 KA2057  ELLIP HEIGHT-         187.65  (meters)          (05/25/99) GPS OBS
 KA2057  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KA2057
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2057
 KA2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2057
 KA2057.The ellipsoidal height was determined by GPS observations
 KA2057.and is referenced to NAD 83.
 KA2057
 KA2057.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          726.     (f) GPS OBS        
 KA2057
 KA2057.Superseded values are not recommended for survey control.
 KA2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2057.See file dsdata.txt to determine how the superseded data were derived.
 KA2057
 KA2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7279302030(NAD 83)
 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 = OCTOBER  6, 2006
 KA2058 ***********************************************************************
 KA2058  DESIGNATION -  FAA IN03 B
 KA2058  PID         -  KA2058
 KA2058  STATE/COUNTY-  IN/MARION
 KA2058  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA2058
 KA2058                         *CURRENT SURVEY CONTROL
 KA2058  ___________________________________________________________________
 KA2058* NAD 83(1997)-  39 45 56.43807(N)    086 08 54.72245(W)     ADJUSTED  
 KA2058* NAVD 88     -       220.9    (meters)     725.     (feet)  VERTCON   
 KA2058  ___________________________________________________________________
 KA2058  X           -     329,774.162 (meters)                     COMP
 KA2058  Y           -  -4,898,446.423 (meters)                     COMP
 KA2058  Z           -   4,058,140.735 (meters)                     COMP
 KA2058  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 KA2058  ELLIP HEIGHT-         187.29  (meters)          (05/25/99) GPS OBS
 KA2058  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 KA2058
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2058
 KA2058.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2058
 KA2058.The ellipsoidal height was determined by GPS observations
 KA2058.and is referenced to NAD 83.
 KA2058
 KA2058.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          725.     (f) GPS OBS        
 KA2058
 KA2058.Superseded values are not recommended for survey control.
 KA2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2058.See file dsdata.txt to determine how the superseded data were derived.
 KA2058
 KA2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7292902097(NAD 83)
 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 = OCTOBER  6, 2006
 ME3284 ***********************************************************************
 ME3284  DESIGNATION -  FAA OXI A
 ME3284  PID         -  ME3284
 ME3284  STATE/COUNTY-  IN/STARKE
 ME3284  USGS QUAD   -  KNOX WEST (1980)
 ME3284
 ME3284                         *CURRENT SURVEY CONTROL
 ME3284  ___________________________________________________________________
 ME3284* NAD 83(1997)-  41 19 45.99795(N)    086 39 42.18010(W)     ADJUSTED  
 ME3284* NAVD 88     -       206.9    (meters)     679.     (feet)  VERTCON   
 ME3284  ___________________________________________________________________
 ME3284  X           -     279,313.427 (meters)                     COMP
 ME3284  Y           -  -4,788,499.348 (meters)                     COMP
 ME3284  Z           -   4,190,081.104 (meters)                     COMP
 ME3284  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 ME3284  ELLIP HEIGHT-         173.30  (meters)          (05/25/99) GPS OBS
 ME3284  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 ME3284
 ME3284  HORZ ORDER  -  THIRD
 ME3284  ELLP ORDER  -  FOURTH    CLASS I
 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 May 1999..
 ME3284
 ME3284.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3284
 ME3284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3284
 ME3284.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3284
 ME3284.The ellipsoidal height was determined by GPS observations
 ME3284.and is referenced to NAD 83.
 ME3284
 ME3284.The geoid height was determined by GEOID03.
 ME3284
 ME3284;                    North         East     Units Scale Factor Converg.
 ME3284;SPC IN W     -   675,229.814   935,294.445   MT  0.99998199   +0 16 42.4
 ME3284;SPC IN W     - 2,215,316.48  3,068,545.19   sFT  0.99998199   +0 16 42.4
 ME3284;UTM  16      - 4,575,384.694   528,308.035   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     -  FAA OXI B                                359 31 24.0
 ME3284:UTM  16      -  FAA OXI B                                359 34 42.2
 ME3284
 ME3284|---------------------------------------------------------------------|
 ME3284| PID    Reference Object                     Distance      Geod. Az  |
 ME3284|                                                           dddmmss.s |
 ME3284| ME3285 FAA OXI B                           APPROX. 0.8 KM 3594806.4 |
 ME3284|---------------------------------------------------------------------|
 ME3284
 ME3284                          SUPERSEDED SURVEY CONTROL
 ME3284
 ME3284  NAD 83(1986)-  41 19 46.00222(N)    086 39 42.18626(W) AD(       ) 3
 ME3284  NGVD 29 (03/13/91)  207.0    (m)          679.     (f) GPS OBS        
 ME3284
 ME3284.Superseded values are not recommended for survey control.
 ME3284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3284.See file dsdata.txt to determine how the superseded data were derived.
 ME3284
 ME3284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2830875385(NAD 83)
 ME3284_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3284_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME3284_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ME3284_STAMPING: FAA OXI 1990
 ME3284_MARK LOGO: NGS   
 ME3284_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3284_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME3284+STABILITY: POSITION/ELEVATION WELL
 ME3284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3284+SATELLITE: SATELLITE OBSERVATIONS - 1990
 ME3284
 ME3284  HISTORY     - Date     Condition        Report By
 ME3284  HISTORY     - 1990     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3285 ***********************************************************************
 ME3285  DESIGNATION -  FAA OXI B
 ME3285  PID         -  ME3285
 ME3285  STATE/COUNTY-  IN/STARKE
 ME3285  USGS QUAD   -  KNOX WEST (1980)
 ME3285
 ME3285                         *CURRENT SURVEY CONTROL
 ME3285  ___________________________________________________________________
 ME3285* NAD 83(1997)-  41 20 10.41416(N)    086 39 42.29217(W)     ADJUSTED  
 ME3285* NAVD 88     -       207.1    (meters)     679.     (feet)  VERTCON   
 ME3285  ___________________________________________________________________
 ME3285  X           -     279,281.863 (meters)                     COMP
 ME3285  Y           -  -4,788,002.970 (meters)                     COMP
 ME3285  Z           -   4,190,646.811 (meters)                     COMP
 ME3285  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 ME3285  ELLIP HEIGHT-         173.44  (meters)          (05/25/99) GPS OBS
 ME3285  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 ME3285
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3285
 ME3285.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3285
 ME3285.The ellipsoidal height was determined by GPS observations
 ME3285.and is referenced to NAD 83.
 ME3285
 ME3285.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          680.     (f) GPS OBS        
 ME3285
 ME3285.Superseded values are not recommended for survey control.
 ME3285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3285.See file dsdata.txt to determine how the superseded data were derived.
 ME3285
 ME3285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2830276138(NAD 83)
 ME3285_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3285_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME3285_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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 = OCTOBER  6, 2006
 LA1537 ***********************************************************************
 LA1537  DESIGNATION -  FADELY
 LA1537  PID         -  LA1537
 LA1537  STATE/COUNTY-  IN/HENRY
 LA1537  USGS QUAD   -  MIDDLETOWN (1994)
 LA1537
 LA1537                         *CURRENT SURVEY CONTROL
 LA1537  ___________________________________________________________________
 LA1537* NAD 83(1997)-  40 00 20.60388(N)    085 31 08.69654(W)     ADJUSTED  
 LA1537* NAVD 88     -       310.843  (meters)    1019.82   (feet)  ADJUSTED  
 LA1537  ___________________________________________________________________
 LA1537  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 LA1537  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 LA1537  DYNAMIC HT  -         310.672 (meters)    1019.26  (feet)  COMP
 LA1537  MODELED GRAV-     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
 LA1537.and adjusted by the National Geodetic Survey in June 1991..
 LA1537
 LA1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA1537
 LA1537.The geoid height was determined by GEOID03.
 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;                    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     -   0.99995655  x   0.99996862  =   0.99992517
 LA1537!UTM  16      -   0.99995655  x   0.99979669  =   0.99975324
 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
 LA1537.Superseded values are not recommended for survey control.
 LA1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1537.See file dsdata.txt to determine how the superseded data were derived.
 LA1537
 LA1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2640329443(NAD 83)
 LA1537_MARKER: DS = TRIANGULATION STATION DISK
 LA1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1537_STAMPING: FADELY 1939
 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             NGS
 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
 LA1537'SIDE OF U.S. HIGHWAY 36, IN THE SOUTHEAST CORNER OF
 LA1537'PASTURE LAND OWNED BY CLIFFORD
 LA1537'FADELY WHO LIVES ABOUT .05 MILE
 LA1537'NORTH OF STATION.  MARK IS 36 FEET WEST OF CENTER
 LA1537'LINE OF A NORTH-AND-SOUTH
 LA1537'GRAVEL ROAD, ABOUT 130 PACES NORTH OF U.S. HIGHWAY 36,
 LA1537'18 FEET NORTH OF
 LA1537'THE SOUTH EDGE OF FIELD FENCE LINE, 18 FEET WEST
 LA1537'OF WIRE-FENCE LINE, AND IS FLUSH
 LA1537'WITH THE GROUND.
 LA1537'
 LA1537'TO REACH FROM SULPHUR SPRINGS GO WEST ON U.S. HIGHWAY 36 FOR
 LA1537'4.15 MILES TO
 LA1537'CROSS ROAD (GRAVEL), TURN RIGHT ON GRAVEL ROAD AND
 LA1537'GO 0.1 MILE TO STATION ON THE LEFT.
 LA1537'
 LA1537'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LA1537'BRONZE DISKS SET IN CONCRETE.
 LA1537'
 LA1537'REFERENCE MARK NO. 1 IS NORTH OF STATION, IN PASTURE, 1.5
 LA1537'FEET WEST OF FENCE
 LA1537'LINE, 17 FEET WEST OF CENTER LINE OF GRAVEL
 LA1537'ROAD, 80 FEET SOUTH OF AN 18-INCH
 LA1537'SYCAMORE, AND IS STAMPED
 LA1537'FADELY NO. 1, 1939.
 LA1537'
 LA1537'REFERENCE MARK NO. 2 IS WEST OF STATION, IN PASTURE, 1.5 FEET
 LA1537'NORTH OF FENCE
 LA1537'LINE, 47.5 FEET EAST OF PASTURE FENCE CORNER, 18
 LA1537'FEET NORTH OF NORTHEAST CORNER OF
 LA1537'BARN OUTSIDE OF PASTURE, AND IS
 LA1537'STAMPED FADELY NO. 2, 1939.
 LA1537'
 LA1537'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE WEST OF STATION, AT
 LA1537'THE EDGE OF A
 LA1537'CULTIVATED FIELD ON THE EAST SIDE OF A
 LA1537'NORTH-AND-SOUTH MACADAM ROAD, IS
 LA1537'32 FEET EAST OF THE CENTER LINE
 LA1537'OF THE ROAD, 100 FEET NORTH OF A TELEPHONE POLE, 84
 LA1537'FEET SOUTH
 LA1537'OF A TELEPHONE POLE, 288 FEET NORTH OF THE INTERSECTION OF U.S.
 LA1537'HIGHWAY 36 AND
 LA1537'MACADAM ROAD, AND PROJECTS 6 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.
 LA1537'STATION MARK IS 1 FOOT BELOW THE SURFACE OF THE
 LA1537'GROUND INSTEAD OF FLUSH.  ALL
 LA1537'MARKS ARE STAMPED FADELEY.
 LA1537
 LA1537                          STATION RECOVERY (1947)
 LA1537
 LA1537'RECOVERY NOTE BY NATIONAL 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 = OCTOBER  6, 2006
 LA1540 ***********************************************************************
 LA1540  DESIGNATION -  FADELY AZ MK
 LA1540  PID         -  LA1540
 LA1540  STATE/COUNTY-  IN/HENRY
 LA1540  USGS QUAD   -  MIDDLETOWN (1994)
 LA1540
 LA1540                         *CURRENT SURVEY CONTROL
 LA1540  ___________________________________________________________________
 LA1540* NAD 83(1986)-  40 00 20.     (N)    085 31 42.     (W)     SCALED    
 LA1540* NAVD 88     -       309.029  (meters)    1013.87   (feet)  ADJUSTED  
 LA1540  ___________________________________________________________________
 LA1540  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 LA1540  DYNAMIC HT  -         308.859 (meters)    1013.31  (feet)  COMP
 LA1540  MODELED GRAV-     980,068.2   (mgal)                       NAVD 88
 LA1540
 LA1540  VERT ORDER  -  SECOND    CLASS 0
 LA1540
 LA1540.The horizontal coordinates were scaled from a topographic map and have
 LA1540.an estimated accuracy of +/- 6 seconds.
 LA1540
 LA1540.The orthometric height was determined by differential leveling
 LA1540.and adjusted by the National Geodetic Survey in June 1991..
 LA1540
 LA1540.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1540.See file dsdata.txt to determine how the superseded data were derived.
 LA1540
 LA1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK256294(NAD 83)
 LA1540_MARKER: DR = REFERENCE MARK DISK
 LA1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1540_STAMPING: FADELY AZIMUTH 1939
 LA1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1540+STABILITY: SURFACE MOTION
 LA1540
 LA1540  HISTORY     - Date     Condition        Report By
 LA1540  HISTORY     - 1947     MONUMENTED       NGS
 LA1540
 LA1540                          STATION DESCRIPTION
 LA1540
 LA1540'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1538 ***********************************************************************
 LA1538  DESIGNATION -  FADELY RM 1
 LA1538  PID         -  LA1538
 LA1538  STATE/COUNTY-  IN/HENRY
 LA1538  USGS QUAD   -  MIDDLETOWN (1994)
 LA1538
 LA1538                         *CURRENT SURVEY CONTROL
 LA1538  ___________________________________________________________________
 LA1538* NAD 83(1986)-  40 00 20.     (N)    085 31 08.     (W)     SCALED    
 LA1538* NAVD 88     -       310.854  (meters)    1019.86   (feet)  ADJUSTED  
 LA1538  ___________________________________________________________________
 LA1538  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 LA1538  DYNAMIC HT  -         310.684 (meters)    1019.30  (feet)  COMP
 LA1538  MODELED GRAV-     980,068.2   (mgal)                       NAVD 88
 LA1538
 LA1538  VERT ORDER  -  SECOND    CLASS 0
 LA1538
 LA1538.The horizontal coordinates were scaled from a topographic map and have
 LA1538.an estimated accuracy of +/- 6 seconds.
 LA1538
 LA1538.The orthometric height was determined by differential leveling
 LA1538.and adjusted by the National Geodetic Survey in June 1991..
 LA1538
 LA1538.The geoid height was determined by GEOID03.
 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     -   528,150.      112,620.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1538.See file dsdata.txt to determine how the superseded data were derived.
 LA1538
 LA1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK264294(NAD 83)
 LA1538_MARKER: DR = REFERENCE MARK DISK
 LA1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1538_STAMPING: FADELY NO 1 1939
 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             NGS
 LA1538
 LA1538                          STATION DESCRIPTION
 LA1538
 LA1538'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1539 ***********************************************************************
 LA1539  DESIGNATION -  FADELY RM 2
 LA1539  PID         -  LA1539
 LA1539  STATE/COUNTY-  IN/HENRY
 LA1539  USGS QUAD   -  MIDDLETOWN (1994)
 LA1539
 LA1539                         *CURRENT SURVEY CONTROL
 LA1539  ___________________________________________________________________
 LA1539* NAD 83(1986)-  40 00 20.     (N)    085 31 08.     (W)     SCALED    
 LA1539* NAVD 88     -       311.493  (meters)    1021.96   (feet)  ADJUSTED  
 LA1539  ___________________________________________________________________
 LA1539  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 LA1539  DYNAMIC HT  -         311.322 (meters)    1021.40  (feet)  COMP
 LA1539  MODELED GRAV-     980,068.2   (mgal)                       NAVD 88
 LA1539
 LA1539  VERT ORDER  -  SECOND    CLASS 0
 LA1539
 LA1539.The horizontal coordinates were scaled from a topographic map and have
 LA1539.an estimated accuracy of +/- 6 seconds.
 LA1539
 LA1539.The orthometric height was determined by differential leveling
 LA1539.and adjusted by the National Geodetic Survey in June 1991..
 LA1539
 LA1539.The geoid height was determined by GEOID03.
 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     -   528,150.      112,620.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1539.See file dsdata.txt to determine how the superseded data were derived.
 LA1539
 LA1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK264294(NAD 83)
 LA1539_MARKER: DR = REFERENCE MARK DISK
 LA1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1539_STAMPING: FADELY NO 2 1939
 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             NGS
 LA1539
 LA1539                          STATION DESCRIPTION
 LA1539
 LA1539'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME2542 ***********************************************************************
 ME2542  DESIGNATION -  FAIR
 ME2542  PID         -  ME2542
 ME2542  STATE/COUNTY-  IN/JASPER
 ME2542  USGS QUAD   -  PARR (1980)
 ME2542
 ME2542                         *CURRENT SURVEY CONTROL
 ME2542  ___________________________________________________________________
 ME2542* NAD 83(1997)-  41 05 00.42772(N)    087 14 15.80838(W)     ADJUSTED  
 ME2542* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 ME2542  ___________________________________________________________________
 ME2542  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 ME2542  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME2542
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2542
 ME2542.The geoid height was determined by GEOID03.
 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     -   0.99997202  x   0.99996874  =   0.99994076
 ME2542!UTM  16      -   0.99997202  x   0.99960491  =   0.99957694
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2542.See file dsdata.txt to determine how the superseded data were derived.
 ME2542
 ME2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8003248048(NAD 83)
 ME2542_MARKER: DS = TRIANGULATION STATION DISK
 ME2542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2542'AND ABOUT 7 MILES SOUTHWEST OF DEMOTTE.  IT IS 77 FEET SOUTH OF
 ME2542'THE SOUTHWEST CORNER OF MR.
 ME2542'STICKLES HOUSE, 48 FEET EAST OF THE CENTER OF A SAND ROAD
 ME2542'AND 25 FEET EAST OF A WHITE WITNESS POST AND
 ME2542'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
 ME2542'MARK PROJECTS ABOUT 6 INCHES AND THE DISK 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.
 ME2542'THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED FAIR NO 2
 ME2542'1952.
 ME2542'
 ME2542'AZIMUTH MARK IS 24 FEET EAST OF THE CENTER OF A SAND ROAD, 3 FEET
 ME2542'NORTH OF A WHITE WITNESS
 ME2542'POST AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 ME2542'AND THE DISK IS STAMPED FAIR
 ME2542'1952.
 ME2542'
 ME2542'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 55,
 ME2542'WHICH IS ABOUT 5 MILES
 ME2542'EAST OF LAKE VILLAGE, GO EAST ON HIGHWAY 10 FOR 5.0 MILES TO A GRAVEL
 ME2542'CROSSROAD.  TURN RIGHT ON GRAVEL
 ME2542'ROAD AND GO SOUTH FOR 3.9 MILES TO A CROSSROAD.
 ME2542'CONTINUE SOUTH ON A SAND ROAD FOR 0.2 MILE TO MR.
 ME2542'STICKLES HOUSE ON THE LEFT AND THE
 ME2542'STATION ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH ON THE SAND ROAD
 ME2542'FOR 0.2 MILE TO THE AZIMUTH
 ME2542'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
 ME2542'WITH THE BELOW
 ME2542'CHANGES.
 ME2542'
 ME2542'THE STATION MARK IS 1 INCH UNDERGROUND, 42 FEET NORTHEAST OF
 ME2542'A 14 INCH OAK
 ME2542'TREE, 32 FEET SOUTH OF AN EAST-WEST FENCE AND 26 FEET
 ME2542'EAST OF A NORTH-SOUTH FENCE.
 ME2542'
 ME2542'REFERENCE MARK 2 IS 1 FOOT NORTH OF A METAL WITNESS POST AND 6
 ME2542'FEET EAST OF A
 ME2542'TRIPLE TRUNK 10 INCH OAK TREE.
 ME2542'
 ME2542'THE AZIMUTH MARK IS 7 FEET SOUTHEAST OF A 24 INCH OAK TREE AND
 ME2542'1 FOOT NORTH OF A
 ME2542'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 = OCTOBER  6, 2006
 KA2033 ***********************************************************************
 KA2033  DESIGNATION -  FAIRBANKS RESET
 KA2033  PID         -  KA2033
 KA2033  STATE/COUNTY-  IN/SULLIVAN
 KA2033  USGS QUAD   -  FAIRBANKS (1977)
 KA2033
 KA2033                         *CURRENT SURVEY CONTROL
 KA2033  ___________________________________________________________________
 KA2033* NAD 83(1997)-  39 12 38.64589(N)    087 31 12.99475(W)     ADJUSTED  
 KA2033* NAVD 88     -       166.8    (meters)     547.     (feet)  VERTCON   
 KA2033  ___________________________________________________________________
 KA2033  X           -     214,108.556 (meters)                     COMP
 KA2033  Y           -  -4,944,041.285 (meters)                     COMP
 KA2033  Z           -   4,010,556.648 (meters)                     COMP
 KA2033  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 KA2033  ELLIP HEIGHT-         134.78  (meters)          (05/25/99) GPS OBS
 KA2033  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KA2033
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2033
 KA2033.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2033
 KA2033.The ellipsoidal height was determined by GPS observations
 KA2033.and is referenced to NAD 83.
 KA2033
 KA2033.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          548.     (f) GPS OBS        
 KA2033
 KA2033.Superseded values are not recommended for survey control.
 KA2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2033.See file dsdata.txt to determine how the superseded data were derived.
 KA2033
 KA2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5508240291(NAD 83)
 KA2033_MARKER: DH = HORIZONTAL CONTROL DISK
 KA2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2033_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 LA2120 ***********************************************************************
 LA2120  DESIGNATION -  FAIRMOUNT
 LA2120  PID         -  LA2120
 LA2120  STATE/COUNTY-  IN/GRANT
 LA2120  USGS QUAD   -  FAIRMOUNT (1994)
 LA2120
 LA2120                         *CURRENT SURVEY CONTROL
 LA2120  ___________________________________________________________________
 LA2120* NAD 83(1997)-  40 25 20.46132(N)    085 40 17.94158(W)     ADJUSTED  
 LA2120* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 LA2120  ___________________________________________________________________
 LA2120  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 LA2120  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 LA2120
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2120
 LA2120.The geoid height was determined by GEOID03.
 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     -   0.99996350  x   0.99996667  =   0.99993017
 LA2120!UTM  16      -   0.99996350  x   0.99975631  =   0.99971982
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2120.See file dsdata.txt to determine how the superseded data were derived.
 LA2120
 LA2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1268775483(NAD 83)
 LA2120_MARKER: DS = TRIANGULATION STATION DISK
 LA2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 LA2120'ANGLE FORMED BY STATE HIGHWAYS 26 AND 9.  IT IS 118 FEET SOUTHEAST
 LA2120'OF INTERSECTION, 86 FEET EAST OF
 LA2120'CENTER OF HIGHWAY 9 AND 78 FEET SOUTH OF CENTER OF HIGHWAY
 LA2120'26.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 LA2120'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.
 LA2120'THE DISK IS SET FLUSH IN THE TOP OF A CEMENT CULVERT WHICH PROJECTS
 LA2120'ABOUT 1 FOOT AND IS STAMPED FAIRMOUNT
 LA2120'NO 1 1948.
 LA2120'
 LA2120'REFERENCE MARK NO. 2 IS 132.60 FEET SOUTHWEST OF STATION.  IT IS 25
 LA2120'FEET WEST OF CENTER OF
 LA2120'HIGHWAY 9 AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 6
 LA2120'INCHES AND THE DISK IS STAMPED
 LA2120'FAIRMOUNT NO 2 1948.
 LA2120'
 LA2120'H 204 (USC AND GS) BM WAS USED AS AN ADDITIONAL REFERENCE MARK.  IT
 LA2120'IS 69.90 FEET NORTHEAST OF STATION, 51
 LA2120'FEET SOUTH OF CENTER OF HIGHWAY 26 AND 1 FOOT NORTHWEST OF A FENCE.
 LA2120'THE MARK IS A 12 BY 12 INCH
 LA2120'CONCRETE MARK WHICH PROJECTS ABOUT 4 INCHES AND THE DISK IS
 LA2120'A STANDARD USC AND GS BRONZE DISK STAMPED H
 LA2120'204 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
 LA2120'EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND
 LA2120'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
 LA2120'HIGHWAY 26 FOR 1.0 MILE TO THE JUNCTION OF STATE HIGHWAY 9 AND
 LA2120'STATION ON LEFT IN SOUTHEAST
 LA2120'ANGLE AS DESCRIBED.
 LA2120'
 LA2120'TO REACH AZIMUTH MARK FROM STATION, GO NORTH ON HIGHWAY 9 FOR 0.5
 LA2120'MILE 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
 LA2120'NEW DESCRIPTION OF R.M. NO. 2 FOLLOWS- R.M. NO. 2 IS 132.60 FEET
 LA2120'SOUTHWEST OF STATION.  IT IS 25 FEET
 LA2120'WEST OF THE CENTER OF HIGHWAY 9 AND IS LOCATED
 LA2120'IN A GRASS ISLAND SURROUNDED BY PAVEMENT.  THE MARK IS
 LA2120'ABOUT 8 INCHES BELOW THE
 LA2120'SURFACE OF THE GROUND 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
 LA2120'BOTH THE MARKS BADLY SCARRED AND THE STAMPING ON EACH DISK IN SUCH A
 LA2120'POOR CONDITION THAT NOTHING ON EITHER DISK WAS LEGIBLE.  THE PLUMB
 LA2120'POINT ON THE STATION MARK WAS BARELY VISIBLE THE DISK WAS SOLID AS
 LA2120'WAS THE MARK.  THE AZIMUTH MARK AND REFERENCE MARK 1 WAS IN GOOD
 LA2120'CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED DESTROYED
 LA2120'BY SERVICE STATION DRIVEWAY CONSTRUCTION.  A NEW STATION MARK DISK
 LA2120'WAS SET HOLDING THE POINT OF THE OLD DISK.  BENCH MARK H 204 RESET
 LA2120'WAS SET AND THE ELEVATION TRANSFER FROM H 204 1946.  DUE TO THE
 LA2120'CONDITION OF H 204 1946 THE DISK AND MARK WERE DESTROYED AFTER
 LA2120'ESTABLISHING H 204 RESET 1977.  THE DISTANCE TO REFERENCE MARK 1
 LA2120'WAS LONGER BY 0.03 FOOT, THE DIRECTION CHECKED.  THE DISTANCE
 LA2120'TO H 204 WAS SHORTER BY 0.08 FOOT AND THE DIRECTION WAS GREATER
 LA2120'BY 10 MINUTES AND 11 SECONDS.
 LA2120'
 LA2120'THE PREVIOUS DESCRIPTION IS ADEQUATE WITH THE ADDITION OF H 204
 LA2120'RESET AND WITNESS POSTS SET.
 LA2120'
 LA2120'H 204 (NGS) BM USED AS A REFERENCE MARK.  IT IS 41 FEET SOUTH OF
 LA2120'THE CENTERLINE OF HIGHWAY 26, 1 FOOT WEST OF A TELEPHONE POLE, 1
 LA2120'FOOT SOUTHEAST OF A CONCRETE R-O-W MARKER AND 1 FOOT SOUTH OF A
 LA2120'METAL WITNESS POST.  A STANDARD NGS BENCH MARK DISK IN A
 LA2120'CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED H 204
 LA2120'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
 LA2120'POWER POLE WITH 3-TRANSFORMERS, 47.8 FEET SOUTH OF THE EAST END OF
 LA2120'THE CONCRETE CULVERT AND 36 FEET WEST OF THE SOUTH END OF A
 LA2120'METAL POST OF 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 = OCTOBER  6, 2006
 LA2122 ***********************************************************************
 LA2122  DESIGNATION -  FAIRMOUNT MUNICIPAL TANK
 LA2122  PID         -  LA2122
 LA2122  STATE/COUNTY-  IN/GRANT
 LA2122  USGS QUAD   -  FAIRMOUNT (1994)
 LA2122
 LA2122                         *CURRENT SURVEY CONTROL
 LA2122  ___________________________________________________________________
 LA2122* NAD 83(1997)-  40 24 56.74064(N)    085 39 09.94964(W)     ADJUSTED  
 LA2122* NAVD 88     -                                                        
 LA2122  ___________________________________________________________________
 LA2122  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 LA2122  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 LA2122
 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
 LA2122.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2122
 LA2122.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2122
 LA2122  NAD 83(1995)-  40 24 56.74385(N)    085 39 09.96250(W) AD(       ) 4
 LA2122  NAD 83(1986)-  40 24 56.74395(N)    085 39 09.96316(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2122.See file dsdata.txt to determine how the superseded data were derived.
 LA2122
 LA2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1430174776(NAD 83)
 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 = OCTOBER  6, 2006
 JA1710 ***********************************************************************
 JA1710  DESIGNATION -  FAIRVIEW
 JA1710  PID         -  JA1710
 JA1710  STATE/COUNTY-  IN/LAWRENCE
 JA1710  USGS QUAD   -  TUNNELTON (1980)
 JA1710
 JA1710                         *CURRENT SURVEY CONTROL
 JA1710  ___________________________________________________________________
 JA1710* NAD 83(1997)-  38 52 29.33574(N)    086 20 36.78736(W)     ADJUSTED  
 JA1710* NAVD 88     -       238.10   (+/-2cm)     781.2    (feet)  VERTCON   
 JA1710  ___________________________________________________________________
 JA1710  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 JA1710  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JA1710
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1710
 JA1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1710
 JA1710.The geoid height was determined by GEOID03.
 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;SPC IN E     -   402,817.250    41,262.336   MT  1.00000913   -0 25 29.4
 JA1710;SPC IN E     - 1,321,576.26    135,374.85   sFT  1.00000913   -0 25 29.4
 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     -   0.99996783  x   1.00001739  =   0.99998522
 JA1710!SPC IN E     -   0.99996783  x   1.00000913  =   0.99997696
 JA1710!UTM  16      -   0.99996783  x   0.99963993  =   0.99960778
 JA1710
 JA1710:                Primary Azimuth Mark                     Grid Az
 JA1710:SPC IN W     -  FAIRVIEW AZ MK                           092 18 13.1
 JA1710:SPC IN E     -  FAIRVIEW AZ MK                           093 11 34.0
 JA1710:UTM  16      -  FAIRVIEW AZ MK                           092 21 21.4
 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 (07/19/86)  238.22   (m)          781.6    (f) LEVELING    3  
 JA1710
 JA1710.Superseded values are not recommended for survey control.
 JA1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1710.See file dsdata.txt to determine how the superseded data were derived.
 JA1710
 JA1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ5694303090(NAD 83)
 JA1710_MARKER: DS = TRIANGULATION STATION DISK
 JA1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1710
 JA1710  HISTORY     - Date     Condition        Report By
 JA1710  HISTORY     - 1946     MONUMENTED       CGS
 JA1710  HISTORY     - 1965     GOOD             CGS
 JA1710  HISTORY     - 1967     GOOD             CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1724 ***********************************************************************
 JA1724  DESIGNATION -  FALKERSON
 JA1724  PID         -  JA1724
 JA1724  STATE/COUNTY-  IN/HARRISON
 JA1724  USGS QUAD   -  CRANDALL (1994)
 JA1724
 JA1724                         *CURRENT SURVEY CONTROL
 JA1724  ___________________________________________________________________
 JA1724* NAD 83(1997)-  38 17 55.58970(N)    086 00 27.69083(W)     ADJUSTED  
 JA1724* NAVD 88     -       250.     (meters)     820.     (feet)  SCALED    
 JA1724  ___________________________________________________________________
 JA1724  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 JA1724  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 JA1724
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1724
 JA1724.The geoid height was determined by GEOID03.
 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     -   0.99996601  x   0.99997762  =   0.99994363
 JA1724!UTM  16      -   0.99996601  x   0.99969272  =   0.99965874
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1724.See file dsdata.txt to determine how the superseded data were derived.
 JA1724
 JA1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8676839431(NAD 83)
 JA1724_MARKER: DS = TRIANGULATION STATION DISK
 JA1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ1605 ***********************************************************************
 HZ1605  DESIGNATION -  FALL
 HZ1605  PID         -  HZ1605
 HZ1605  STATE/COUNTY-  IN/CLARK
 HZ1605  USGS QUAD   -  OWEN (1983)
 HZ1605
 HZ1605                         *CURRENT SURVEY CONTROL
 HZ1605  ___________________________________________________________________
 HZ1605* NAD 83(1997)-  38 29 50.69085(N)    085 33 41.79016(W)     ADJUSTED  
 HZ1605* NAVD 88     -       209.632  (meters)     687.77   (feet)  ADJUSTED  
 HZ1605  ___________________________________________________________________
 HZ1605  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 HZ1605  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HZ1605  DYNAMIC HT  -         209.491 (meters)     687.31  (feet)  COMP
 HZ1605  MODELED GRAV-     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
 HZ1605.and adjusted by the National Geodetic Survey in June 1991..
 HZ1605
 HZ1605.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1605
 HZ1605.The geoid height was determined by GEOID03.
 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;                    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  =   0.99993597
 HZ1605!SPC KY N     -   0.99997238  x   0.99996222  =   0.99993460
 HZ1605!UTM  16      -   0.99997238  x   0.99979375  =   0.99976613
 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
 HZ1605.Superseded values are not recommended for survey control.
 HZ1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1605.See file dsdata.txt to determine how the superseded data were derived.
 HZ1605
 HZ1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2543261987(NAD 83)
 HZ1605_MARKER: DS = TRIANGULATION STATION DISK
 HZ1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1605_STAMPING: FALL 1947
 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             NGS
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1606 ***********************************************************************
 HZ1606  DESIGNATION -  FALL AZ MK
 HZ1606  PID         -  HZ1606
 HZ1606  STATE/COUNTY-  IN/CLARK
 HZ1606  USGS QUAD   -  OWEN (1983)
 HZ1606
 HZ1606                         *CURRENT SURVEY CONTROL
 HZ1606  ___________________________________________________________________
 HZ1606* NAD 83(1986)-  38 29 36.     (N)    085 34 07.     (W)     SCALED    
 HZ1606* NAVD 88     -       206.910  (meters)     678.84   (feet)  ADJUSTED  
 HZ1606  ___________________________________________________________________
 HZ1606  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 HZ1606  DYNAMIC HT  -         206.771 (meters)     678.38  (feet)  COMP
 HZ1606  MODELED GRAV-     979,952.7   (mgal)                       NAVD 88
 HZ1606
 HZ1606  VERT ORDER  -  FIRST     CLASS II
 HZ1606
 HZ1606.The horizontal coordinates were scaled from a topographic map and have
 HZ1606.an estimated accuracy of +/- 6 seconds.
 HZ1606
 HZ1606.The orthometric height was determined by differential leveling
 HZ1606.and adjusted by the National Geodetic Survey in June 1991..
 HZ1606
 HZ1606.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1606.See file dsdata.txt to determine how the superseded data were derived.
 HZ1606
 HZ1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH248615(NAD 83)
 HZ1606_MARKER: DZ = AZIMUTH MARK DISK
 HZ1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1606_STAMPING: FALL 1947
 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             NGS
 HZ1606
 HZ1606                          STATION DESCRIPTION
 HZ1606
 HZ1606'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1603 ***********************************************************************
 HZ1603  DESIGNATION -  FALL RM 1
 HZ1603  PID         -  HZ1603
 HZ1603  STATE/COUNTY-  IN/CLARK
 HZ1603  USGS QUAD   -  OWEN (1983)
 HZ1603
 HZ1603                         *CURRENT SURVEY CONTROL
 HZ1603  ___________________________________________________________________
 HZ1603* NAD 83(1986)-  38 29 50.     (N)    085 33 41.     (W)     SCALED    
 HZ1603* NAVD 88     -       210.906  (meters)     691.95   (feet)  ADJUSTED  
 HZ1603  ___________________________________________________________________
 HZ1603  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HZ1603  DYNAMIC HT  -         210.765 (meters)     691.48  (feet)  COMP
 HZ1603  MODELED GRAV-     979,952.1   (mgal)                       NAVD 88
 HZ1603
 HZ1603  VERT ORDER  -  FIRST     CLASS II
 HZ1603
 HZ1603.The horizontal coordinates were scaled from a topographic map and have
 HZ1603.an estimated accuracy of +/- 6 seconds.
 HZ1603
 HZ1603.The orthometric height was determined by differential leveling
 HZ1603.and adjusted by the National Geodetic Survey in June 1991..
 HZ1603
 HZ1603.The geoid height was determined by GEOID03.
 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     -   360,690.      109,180.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1603.See file dsdata.txt to determine how the superseded data were derived.
 HZ1603
 HZ1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH254619(NAD 83)
 HZ1603_MARKER: DR = REFERENCE MARK DISK
 HZ1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1603_STAMPING: FALL NO 1 1947
 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             NGS
 HZ1603
 HZ1603                          STATION DESCRIPTION
 HZ1603
 HZ1603'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1604 ***********************************************************************
 HZ1604  DESIGNATION -  FALL RM 2
 HZ1604  PID         -  HZ1604
 HZ1604  STATE/COUNTY-  IN/CLARK
 HZ1604  USGS QUAD   -  OWEN (1983)
 HZ1604
 HZ1604                         *CURRENT SURVEY CONTROL
 HZ1604  ___________________________________________________________________
 HZ1604* NAD 83(1986)-  38 29 50.     (N)    085 33 41.     (W)     SCALED    
 HZ1604* NAVD 88     -       210.560  (meters)     690.81   (feet)  ADJUSTED  
 HZ1604  ___________________________________________________________________
 HZ1604  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HZ1604  DYNAMIC HT  -         210.419 (meters)     690.35  (feet)  COMP
 HZ1604  MODELED GRAV-     979,952.1   (mgal)                       NAVD 88
 HZ1604
 HZ1604  VERT ORDER  -  FIRST     CLASS II
 HZ1604
 HZ1604.The horizontal coordinates were scaled from a topographic map and have
 HZ1604.an estimated accuracy of +/- 6 seconds.
 HZ1604
 HZ1604.The orthometric height was determined by differential leveling
 HZ1604.and adjusted by the National Geodetic Survey in June 1991..
 HZ1604
 HZ1604.The geoid height was determined by GEOID03.
 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     -   360,690.      109,180.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1604.See file dsdata.txt to determine how the superseded data were derived.
 HZ1604
 HZ1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH254619(NAD 83)
 HZ1604_MARKER: DR = REFERENCE MARK DISK
 HZ1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1604_STAMPING: FALL NO 2 1947
 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             NGS
 HZ1604
 HZ1604                          STATION DESCRIPTION
 HZ1604
 HZ1604'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1683 ***********************************************************************
 JA1683  DESIGNATION -  FARABEE
 JA1683  PID         -  JA1683
 JA1683  STATE/COUNTY-  IN/WASHINGTON
 JA1683  USGS QUAD   -  SALEM (1994)
 JA1683
 JA1683                         *CURRENT SURVEY CONTROL
 JA1683  ___________________________________________________________________
 JA1683* NAD 83(1997)-  38 32 25.95567(N)    086 02 01.81528(W)     ADJUSTED  
 JA1683* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 JA1683  ___________________________________________________________________
 JA1683  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 JA1683  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JA1683
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1683
 JA1683.The geoid height was determined by GEOID03.
 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     -   0.99996290  x   0.99997928  =   0.99994218
 JA1683!UTM  16      -   0.99996290  x   0.99968731  =   0.99965022
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1683.See file dsdata.txt to determine how the superseded data were derived.
 JA1683
 JA1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8420166235(NAD 83)
 JA1683_MARKER: DS = TRIANGULATION STATION DISK
 JA1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1684 ***********************************************************************
 JA1684  DESIGNATION -  FARABEE 2
 JA1684  PID         -  JA1684
 JA1684  STATE/COUNTY-  IN/WASHINGTON
 JA1684  USGS QUAD   -  SALEM (1994)
 JA1684
 JA1684                         *CURRENT SURVEY CONTROL
 JA1684  ___________________________________________________________________
 JA1684* NAD 83(1997)-  38 32 26.02065(N)    086 02 01.68385(W)     ADJUSTED  
 JA1684* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 JA1684  ___________________________________________________________________
 JA1684  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 JA1684  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JA1684
 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.No horizontal observational check was made to the station.
 JA1684
 JA1684.The orthometric height was scaled from a topographic map.
 JA1684
 JA1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1684
 JA1684.The geoid height was determined by GEOID03.
 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     -   0.99996290  x   0.99997928  =   0.99994218
 JA1684!UTM  16      -   0.99996290  x   0.99968731  =   0.99965022
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1684.See file dsdata.txt to determine how the superseded data were derived.
 JA1684
 JA1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8420466237(NAD 83)
 JA1684_MARKER: DS = TRIANGULATION STATION DISK
 JA1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2162 ***********************************************************************
 HZ2162  DESIGNATION -  FARM
 HZ2162  PID         -  HZ2162
 HZ2162  STATE/COUNTY-  IN/CLARK
 HZ2162  USGS QUAD   -  CHARLESTOWN (1993)
 HZ2162
 HZ2162                         *CURRENT SURVEY CONTROL
 HZ2162  ___________________________________________________________________
 HZ2162* NAD 83(1997)-  38 24 35.56642(N)    085 40 11.40675(W)     ADJUSTED  
 HZ2162* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 HZ2162  ___________________________________________________________________
 HZ2162  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 HZ2162  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 HZ2162
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2162
 HZ2162.The geoid height was determined by GEOID03.
 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     -   0.99997672  x   0.99996667  =   0.99994339
 HZ2162!SPC KY1Z     -   0.99997672  x   0.99994821  =   0.99992493
 HZ2162!SPC KY N     -   0.99997672  x   0.99996258  =   0.99993930
 HZ2162!UTM  16      -   0.99997672  x   0.99976610  =   0.99974282
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2162.See file dsdata.txt to determine how the superseded data were derived.
 HZ2162
 HZ2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1613452131(NAD 83)
 HZ2162_MARKER: DS = TRIANGULATION STATION DISK
 HZ2162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA1991 ***********************************************************************
 KA1991  DESIGNATION -  FARMERS
 KA1991  PID         -  KA1991
 KA1991  STATE/COUNTY-  IN/GREENE
 KA1991  USGS QUAD   -  ARNEY (1980)
 KA1991
 KA1991                         *CURRENT SURVEY CONTROL
 KA1991  ___________________________________________________________________
 KA1991* NAD 83(1997)-  39 09 48.03918(N)    086 55 43.12489(W)     ADJUSTED  
 KA1991* NAVD 88     -       199.48   (+/-2cm)     654.5    (feet)  VERTCON   
 KA1991  ___________________________________________________________________
 KA1991  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 KA1991  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KA1991
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1991
 KA1991.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1991
 KA1991.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 (07/19/86)  199.61   (m)          654.9    (f) LEVELING    3  
 KA1991
 KA1991.Superseded values are not recommended for survey control.
 KA1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1991.See file dsdata.txt to determine how the superseded data were derived.
 KA1991
 KA1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0616434906(NAD 83)
 KA1991_MARKER: DS = TRIANGULATION STATION DISK
 KA1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1991
 KA1991  HISTORY     - Date     Condition        Report By
 KA1991  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1830 ***********************************************************************
 KA1830  DESIGNATION -  FARMERSBURG
 KA1830  PID         -  KA1830
 KA1830  STATE/COUNTY-  IN/SULLIVAN
 KA1830  USGS QUAD   -  PIMENTO (1986)
 KA1830
 KA1830                         *CURRENT SURVEY CONTROL
 KA1830  ___________________________________________________________________
 KA1830* NAD 83(1997)-  39 15 11.91920(N)    087 23 20.44437(W)     ADJUSTED  
 KA1830* NAVD 88     -       173.     (meters)     568.     (feet)  SCALED    
 KA1830  ___________________________________________________________________
 KA1830  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 KA1830  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KA1830
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1830
 KA1830.The geoid height was determined by GEOID03.
 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     -   0.99997796  x   0.99997523  =   0.99995319
 KA1830!UTM  16      -   0.99997796  x   0.99961387  =   0.99959184
 KA1830
 KA1830:                Primary Azimuth Mark                     Grid Az
 KA1830:SPC IN W     -  FARMERSBURG MUNICIPAL TANK               089 55 41.9
 KA1830:UTM  16      -  FARMERSBURG MUNICIPAL TANK               089 58 51.7
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1830.See file dsdata.txt to determine how the superseded data were derived.
 KA1830
 KA1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6643544959(NAD 83)
 KA1830_MARKER: DS = TRIANGULATION STATION DISK
 KA1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA1827 ***********************************************************************
 KA1827  DESIGNATION -  FARMERSBURG MUNICIPAL TANK
 KA1827  PID         -  KA1827
 KA1827  STATE/COUNTY-  IN/SULLIVAN
 KA1827  USGS QUAD   -  LEWIS (1986)
 KA1827
 KA1827                         *CURRENT SURVEY CONTROL
 KA1827  ___________________________________________________________________
 KA1827* NAD 83(1997)-  39 15 12.10151(N)    087 22 28.88695(W)     ADJUSTED  
 KA1827* NAVD 88     -                                                        
 KA1827  ___________________________________________________________________
 KA1827  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 KA1827  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KA1827
 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
 KA1827.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1827
 KA1827.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1827
 KA1827  NAD 83(1986)-  39 15 12.10808(N)    087 22 28.88081(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1827.See file dsdata.txt to determine how the superseded data were derived.
 KA1827
 KA1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6767144960(NAD 83)
 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 = OCTOBER  6, 2006
 LA2071 ***********************************************************************
 LA2071  DESIGNATION -  FARMLAND MUNICIPAL TANK
 LA2071  PID         -  LA2071
 LA2071  STATE/COUNTY-  IN/RANDOLPH
 LA2071  USGS QUAD   -  MAXVILLE (1994)
 LA2071
 LA2071                         *CURRENT SURVEY CONTROL
 LA2071  ___________________________________________________________________
 LA2071* NAD 83(1997)-  40 11 14.59552(N)    085 07 27.96056(W)     ADJUSTED  
 LA2071* NAVD 88     -                                                        
 LA2071  ___________________________________________________________________
 LA2071  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 LA2071  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 LA2071
 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
 LA2071.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2071
 LA2071.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2071
 LA2071  NAD 83(1995)-  40 11 14.59564(N)    085 07 27.96579(W) AD(       ) 4
 LA2071  NAD 83(1986)-  40 11 14.59739(N)    085 07 27.97202(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2071.See file dsdata.txt to determine how the superseded data were derived.
 LA2071
 LA2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5966450242(NAD 83)
 LA2071_MARKER: 51 = TANK
 LA2071_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 LB2635 ***********************************************************************
 LB2635  DESIGNATION -  FAUBER
 LB2635  PID         -  LB2635
 LB2635  STATE/COUNTY-  IN/CARROLL
 LB2635  USGS QUAD   -  DELPHI (1979)
 LB2635
 LB2635                         *CURRENT SURVEY CONTROL
 LB2635  ___________________________________________________________________
 LB2635* NAD 83(1997)-  40 35 36.62585(N)    086 44 26.33978(W)     ADJUSTED  
 LB2635* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 LB2635  ___________________________________________________________________
 LB2635  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 LB2635  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 LB2635
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2635
 LB2635.The geoid height was determined by GEOID03.
 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     -   0.99997459  x   0.99997702  =   0.99995161
 LB2635!UTM  16      -   0.99997459  x   0.99960593  =   0.99958053
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2635.See file dsdata.txt to determine how the superseded data were derived.
 LB2635
 LB2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2194593666(NAD 83)
 LB2635_MARKER: DS = TRIANGULATION STATION DISK
 LB2635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2635
 LB2635  HISTORY     - Date     Condition        Report By
 LB2635  HISTORY     - 1948     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1944 ***********************************************************************
 KA1944  DESIGNATION -  FAYETTE
 KA1944  PID         -  KA1944
 KA1944  STATE/COUNTY-  IN/JOHNSON
 KA1944  USGS QUAD   -  GREENWOOD (1992)
 KA1944
 KA1944                         *CURRENT SURVEY CONTROL
 KA1944  ___________________________________________________________________
 KA1944* NAD 83(1997)-  39 34 01.44404(N)    086 05 04.02868(W)     ADJUSTED  
 KA1944* NAVD 88     -       248.61   (+/-2cm)     815.6    (feet)  VERTCON   
 KA1944  ___________________________________________________________________
 KA1944  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 KA1944  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KA1944
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1944
 KA1944.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1944
 KA1944.The geoid height was determined by GEOID03.
 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     -   0.99996620  x   0.99998253  =   0.99994873
 KA1944!UTM  16      -   0.99996620  x   0.99967614  =   0.99964235
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  248.73   (m)          816.0    (f) LEVELING    3  
 KA1944
 KA1944.Superseded values are not recommended for survey control.
 KA1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1944.See file dsdata.txt to determine how the superseded data were derived.
 KA1944
 KA1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7864380108(NAD 83)
 KA1944_MARKER: DS = TRIANGULATION STATION DISK
 KA1944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1944
 KA1944  HISTORY     - Date     Condition        Report By
 KA1944  HISTORY     - 1920     MONUMENTED       CGS
 KA1944  HISTORY     - 1952     GOOD             CGS
 KA1944  HISTORY     - 1980     GOOD             LOCSUR
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0977 ***********************************************************************
 MD0977  DESIGNATION -  FELGER
 MD0977  PID         -  MD0977
 MD0977  STATE/COUNTY-  IN/ALLEN
 MD0977  USGS QUAD   -  CHURUBUSCO (1965)
 MD0977
 MD0977                         *CURRENT SURVEY CONTROL
 MD0977  ___________________________________________________________________
 MD0977* NAD 83(1997)-  41 09 41.18511(N)    085 15 36.42759(W)     ADJUSTED  
 MD0977* NAVD 88     -       258.642  (meters)     848.56   (feet)  ADJUSTED  
 MD0977  ___________________________________________________________________
 MD0977  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 MD0977  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MD0977  DYNAMIC HT  -         258.545 (meters)     848.24  (feet)  COMP
 MD0977  MODELED GRAV-     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
 MD0977.and adjusted by the National Geodetic Survey in June 1991..
 MD0977
 MD0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0977
 MD0977.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 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
 MD0977.Superseded values are not recommended for survey control.
 MD0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0977.See file dsdata.txt to determine how the superseded data were derived.
 MD0977
 MD0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4597258138(NAD 83)
 MD0977_MARKER: DE = TRAVERSE STATION DISK
 MD0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0977_STAMPING: FELGER 1963
 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 = OCTOBER  6, 2006
 ME2363 ***********************************************************************
 ME2363  DESIGNATION -  FELL
 ME2363  PID         -  ME2363
 ME2363  STATE/COUNTY-  IN/LA PORTE
 ME2363  USGS QUAD   -  KINGSFORD HEIGHTS (1977)
 ME2363
 ME2363                         *CURRENT SURVEY CONTROL
 ME2363  ___________________________________________________________________
 ME2363* NAD 83(1997)-  41 27 01.13976(N)    086 38 04.50117(W)     ADJUSTED  
 ME2363* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 ME2363  ___________________________________________________________________
 ME2363  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 ME2363  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME2363
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2363
 ME2363.The geoid height was determined by GEOID03.
 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;SPC IN E     -   689,020.150    19,123.115   MT  1.00004713   -0 38 26.8
 ME2363;SPC IN E     - 2,260,560.28     62,739.75   sFT  1.00004713   -0 38 26.8
 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     -   0.99997254  x   0.99998396  =   0.99995650
 ME2363!SPC IN E     -   0.99997254  x   1.00004713  =   1.00001967
 ME2363!UTM  16      -   0.99997254  x   0.99961146  =   0.99958401
 ME2363
 ME2363:                Primary Azimuth Mark                     Grid Az
 ME2363:SPC IN W     -  KINGSBURY ORD PLANT TANK 5               040 23 24.7
 ME2363:SPC IN E     -  KINGSBURY ORD PLANT TANK 5               041 19 40.9
 ME2363:UTM  16      -  KINGSBURY ORD PLANT TANK 5               040 26 43.3
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2363.See file dsdata.txt to determine how the superseded data were derived.
 ME2363
 ME2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3052288813(NAD 83)
 ME2363_MARKER: DS = TRIANGULATION STATION DISK
 ME2363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2363'MILES NORTH OF THE JUNCTION OF U.S. HIGHWAYS 35 AND 30 AND 1.9 MILE
 ME2363'SOUTH OF THE JUNCTION OF U.S.
 ME2363'HIGHWAYS 35 AND 6 AND IS ON HIGHWAY PROPERTY.
 ME2363'IT IS 289 FEET WEST OF THE JUNCTION OF U.S.
 ME2363'HIGHWAY 35 AND A GRAVEL ROAD, 194 FEET
 ME2363'EAST OF THE INTERSECTION OF A GRAVEL CUTOFF ROAD, 71 FEET
 ME2363'NORTHWEST OF A 10 INCH ASH TREE,
 ME2363'43 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 44 FEET NORTH OF THE
 ME2363'CENTER OF A GRAVEL ROAD.  THE
 ME2363'MARK IS FLUSH AND THE DISK 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
 ME2363'FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD.  THE MARK PROJECTS 2
 ME2363'INCHES AND THE DISK IS STAMPED
 ME2363'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
 ME2363'FEET SOUTH OF THE CENTER OF THE HIGHWAY.  THE MARK IS FLUSH AND
 ME2363'THE DISK IS STAMPED FELL NO 2 1952.
 ME2363'
 ME2363'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 35
 ME2363'WHICH IS ABOUT 6 MILES
 ME2363'WEST OF WALKERTON, GO SOUTH ON U.S. HIGHWAY 35 FOR 1.9 MILES TO
 ME2363'WHERE ROAD CURVES SHARP EAST AND
 ME2363'THE STATION ON THE RIGHT AS DESCRIBED, CONTINUE EAST ON
 ME2363'HIGHWAY FOR 0.4 MILE TO THE AZIMUTH MARK ON
 ME2363'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
 ME2363'NOS. 1 AND 2 COULD NOT BE FOUND.  IT IS BELIEVED THAT GRAVEL
 ME2363'HAS BEEN DUMPED AT THIS SPOT IN
 ME2363'THE PAST AND WHEN IT WAS REMOVED THE
 ME2363'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 = OCTOBER  6, 2006
 JZ2308 ***********************************************************************
 JZ2308  DESIGNATION -  FENLEY
 JZ2308  PID         -  JZ2308
 JZ2308  STATE/COUNTY-  IN/DECATUR
 JZ2308  USGS QUAD   -  ADAMS (1993)
 JZ2308
 JZ2308                         *CURRENT SURVEY CONTROL
 JZ2308  ___________________________________________________________________
 JZ2308* NAD 83(1997)-  39 22 49.63134(N)    085 30 28.64411(W)     ADJUSTED  
 JZ2308* NAVD 88     -       290.440  (meters)     952.89   (feet)  ADJUSTED  
 JZ2308  ___________________________________________________________________
 JZ2308  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 JZ2308  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ2308  DYNAMIC HT  -         290.260 (meters)     952.29  (feet)  COMP
 JZ2308  MODELED GRAV-     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
 JZ2308.and adjusted by the National Geodetic Survey in June 1991..
 JZ2308
 JZ2308.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2308
 JZ2308.The geoid height was determined by GEOID03.
 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;                    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     -   0.99995978  x   0.99996897  =   0.99992875
 JZ2308!UTM  16      -   0.99995978  x   0.99980333  =   0.99976312
 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
 JZ2308.Superseded values are not recommended for survey control.
 JZ2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2308.See file dsdata.txt to determine how the superseded data were derived.
 JZ2308
 JZ2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2850760059(NAD 83)
 JZ2308_MARKER: DS = TRIANGULATION STATION DISK
 JZ2308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2308_STAMPING: FENLEY 1939
 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 = OCTOBER  6, 2006
 JZ2309 ***********************************************************************
 JZ2309  DESIGNATION -  FENLEY RM 1
 JZ2309  PID         -  JZ2309
 JZ2309  STATE/COUNTY-  IN/DECATUR
 JZ2309  USGS QUAD   -  ADAMS (1993)
 JZ2309
 JZ2309                         *CURRENT SURVEY CONTROL
 JZ2309  ___________________________________________________________________
 JZ2309* NAD 83(1986)-  39 22 50.     (N)    085 30 28.     (W)     SCALED    
 JZ2309* NAVD 88     -       291.325  (meters)     955.79   (feet)  ADJUSTED  
 JZ2309  ___________________________________________________________________
 JZ2309  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ2309  DYNAMIC HT  -         291.144 (meters)     955.19  (feet)  COMP
 JZ2309  MODELED GRAV-     979,999.9   (mgal)                       NAVD 88
 JZ2309
 JZ2309  VERT ORDER  -  SECOND    CLASS 0
 JZ2309
 JZ2309.The horizontal coordinates were scaled from a topographic map and have
 JZ2309.an estimated accuracy of +/- 6 seconds.
 JZ2309
 JZ2309.The orthometric height was determined by differential leveling
 JZ2309.and adjusted by the National Geodetic Survey in June 1991..
 JZ2309
 JZ2309.The geoid height was determined by GEOID03.
 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     -   458,760.      113,690.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2309.See file dsdata.txt to determine how the superseded data were derived.
 JZ2309
 JZ2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ285600(NAD 83)
 JZ2309_MARKER: DR = REFERENCE MARK DISK
 JZ2309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2309_SP_SET: MONUMENT
 JZ2309_STAMPING: FENLEY NO 1 1939
 JZ2309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  6, 2006
 JZ2307 ***********************************************************************
 JZ2307  DESIGNATION -  FENLEY RM 2
 JZ2307  PID         -  JZ2307
 JZ2307  STATE/COUNTY-  IN/DECATUR
 JZ2307  USGS QUAD   -  ADAMS (1993)
 JZ2307
 JZ2307                         *CURRENT SURVEY CONTROL
 JZ2307  ___________________________________________________________________
 JZ2307* NAD 83(1986)-  39 22 49.     (N)    085 30 27.     (W)     SCALED    
 JZ2307* NAVD 88     -       291.027  (meters)     954.81   (feet)  ADJUSTED  
 JZ2307  ___________________________________________________________________
 JZ2307  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ2307  DYNAMIC HT  -         290.847 (meters)     954.22  (feet)  COMP
 JZ2307  MODELED GRAV-     979,999.8   (mgal)                       NAVD 88
 JZ2307
 JZ2307  VERT ORDER  -  SECOND    CLASS 0
 JZ2307
 JZ2307.The horizontal coordinates were scaled from a topographic map and have
 JZ2307.an estimated accuracy of +/- 6 seconds.
 JZ2307
 JZ2307.The orthometric height was determined by differential leveling
 JZ2307.and adjusted by the National Geodetic Survey in June 1991..
 JZ2307
 JZ2307.The geoid height was determined by GEOID03.
 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     -   458,730.      113,710.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2307.See file dsdata.txt to determine how the superseded data were derived.
 JZ2307
 JZ2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ285600(NAD 83)
 JZ2307_MARKER: DR = REFERENCE MARK DISK
 JZ2307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2307_SP_SET: MONUMENT
 JZ2307_STAMPING: FENLEY NO 2 1939
 JZ2307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  6, 2006
 JA1874 ***********************************************************************
 JA1874  DESIGNATION -  FERD
 JA1874  PID         -  JA1874
 JA1874  STATE/COUNTY-  IN/DUBOIS
 JA1874  USGS QUAD   -  SAINT ANTHONY (1990)
 JA1874
 JA1874                         *CURRENT SURVEY CONTROL
 JA1874  ___________________________________________________________________
 JA1874* NAD 83(1997)-  38 16 30.50926(N)    086 46 44.14586(W)     ADJUSTED  
 JA1874* NAVD 88     -       231.     (meters)     758.     (feet)  SCALED    
 JA1874  ___________________________________________________________________
 JA1874  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 JA1874  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JA1874
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1874
 JA1874.The geoid height was determined by GEOID03.
 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  =   0.99957349
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1874.See file dsdata.txt to determine how the superseded data were derived.
 JA1874
 JA1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1933736366(NAD 83)
 JA1874_MARKER: DS = TRIANGULATION STATION DISK
 JA1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1874
 JA1874  HISTORY     - Date     Condition        Report By
 JA1874  HISTORY     - 1946     MONUMENTED       CGS
 JA1874  HISTORY     - 1965     GOOD             CGS
 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
 JA1874'FERDINAND STATE FOREST AT THE SITE OF THE FERDINAND LOOKOUT
 JA1874'TOWER.  IT IS 24 FEET
 JA1874'WEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER
 JA1874'AND 7 FEET SOUTHWEST OF A STANDARD
 JA1874'REFERENCE POST.  THE MARK PROJECTS
 JA1874'4 INCHES AND THE DISK IS STAMPED FERD 1946.
 JA1874'
 JA1874'REFERENCE MARK NO 1 IS 93.76 FEET NORTHEAST OF THE STATION AND 45
 JA1874'FEET NORTH OF THE NORTHEAST
 JA1874'LEG OF THE LOOKOUT TOWER ON THE NORTH SLOPE OF THE
 JA1874'HILL.  THE MARK PROJECTS 4
 JA1874'INCHES AND THE DISK IS STAMPED FERD NO 1 1946.
 JA1874'
 JA1874'REFERENCE MARK NO 2 IS 210.58 FEET SOUTH OF THE STATION, 16 FEET WEST
 JA1874'OF THE SOUTHEAST CORNER
 JA1874'OF THE PARKING LOT AND 1 FOOT NORTH OF THE PARKING
 JA1874'LOT GUARD RAIL.  THE MARK PROJECTS
 JA1874'4 INCHES AND THE DISK IS STAMPED
 JA1874'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
 JA1874'CENTERLINE OF STATE HIGHWAY 162, 5 FEET EAST OF A STD
 JA1874'REFERENCE POST AND 1.5 FEET
 JA1874'NORTH OF A CONCRETE HIGHWAY RIGHT OF WAY
 JA1874'MARKER ON THE SOUTH EDGE OF A CULTIVATED
 JA1874'FIELD.  THE MARK PROJECTS 3
 JA1874'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
 JA1874'NOT MADE AS THE LINE OF TRAVERSE MEASUREMENT WAS
 JA1874'OBSTRUCTED BY A 14 INCH TREE.
 JA1874'MEASUREMENT WAS MADE FROM THE
 JA1874'INTERSECTION OF THE DIAGONALS FORMED BY OPPOSITE
 JA1874'LEG BASES.
 JA1874'DIRECTION WAS TAKEN ON THE ESTIMATED CENTER OF THE TOP OF THE
 JA1874'LOOKOUT CAGE.  THE
 JA1874'TOWER IS APPROXIMATELY 120 FEET HIGH AND IS ABOUT 100 FEET
 JA1874'NORTH OF THE PARKING LOT.
 JA1874'
 JA1874'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 64 IN
 JA1874'HUNTINGBURG, GO
 JA1874'EAST ON 64 FOR 8.7 MILES TO A SCHOOL ON THE NORTH
 JA1874'SIDE OF THE ROAD AND A SIDE ROAD
 JA1874'RIGHT AT A SIGN FERDINAND STATE
 JA1874'FOREST, TURN RIGHT AND GO SOUTHERLY 3.0 MILES ON A
 JA1874'GRAVEL ROAD TO A
 JA1874'REVERSE Y AND FOREST ENTRANCE BILLBOARD, GO SHARP LEFT AND FOLLOW
 JA1874'GRAVEL ROAD 1.1
 JA1874'MILES TO A FORK, TAKE LEFT FORK, FOLLOWING SIGN
 JA1874'FIRETOWER, FOR 0.6 MILES TO A
 JA1874'SECOND FORK, KEEP LEFT AS DIRECTED BY
 JA1874'SIGN AND GO 1.05 MILES TO A THIRD FORK, AGAIN
 JA1874'TAKE LEFT FORK AND
 JA1874'FOLLOW GRAVEL ROAD 0.3 MILE TO THE STATION ON THE RIGHT AT
 JA1874'FIRETOWER PARKING LOT.
 JA1874'
 JA1874'TO REACH THE AZIMUTH MARK FROM THE REVERSE Y AT FOREST ENTRANCE, GO
 JA1874'WEST ON STATE HIGHWAY
 JA1874'162 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
 JA1874'MEASUREMENTS WERE FOUND ADEQUATE WITH THE FOLLOWING
 JA1874'ADDITION TO BE NOTED.  A STEEL
 JA1874'WITNESS POST AND SIGN WAS SET 0.8 OF A
 JA1874'FOOT NORTH OF THE AZIMUTH MARK.  DUE TO CHANGES
 JA1874'IN THE HIGHWAYS, A
 JA1874'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
 JA1874'HUNTINGBURG, GO EASTERLY ON STATE ROUTE 64 FOR 8.55 MILES
 JA1874'TO COUNTY ROAD 550 E ON THE
 JA1874'RIGHT AND A LARGE SIGN FERDINAND STATE
 JA1874'FOREST ON THE LEFT.  HERE TURN RIGHT, SOUTH,
 JA1874'ON COUNTY ROAD 550 E FOR
 JA1874'2.1 MILES TO A GRAVELED T-ROAD LEFT, TURN LEFT, EAST, ON THIS
 JA1874'GRAVELED
 JA1874'ROAD FOR 0.8 MILE TO THE SITE OF THE LOOKOUT TOWER AND THE
 JA1874'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
 JA1874'COUNTY ROAD 550 E.  HERE TURN LEFT, SOUTH, ON COUNTY ROAD
 JA1874'550 E FOR 0.75 MILE TO THE
 JA1874'ENTRANCE OF FERDINAND STATE FOREST PARK,
 JA1874'WHERE STATE ROUTE 264 BEGINS, AND THE PINE
 JA1874'HILL STORE ON THE RIGHT.
 JA1874'HERE TURN RIGHT, WEST, ON STATE ROUTE 264 AND GO 0.3 MILE TO
 JA1874'THE AZIMUTH
 JA1874'MARK ON THE RIGHT.
 JA1874'
 JA1874'THIS WAS NOT AN OCCUPIED STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1825 ***********************************************************************
 JA1825  DESIGNATION -  FERDINAND
 JA1825  PID         -  JA1825
 JA1825  STATE/COUNTY-  IN/SPENCER
 JA1825  USGS QUAD   -  SAINT MEINRAD (1980)
 JA1825
 JA1825                         *CURRENT SURVEY CONTROL
 JA1825  ___________________________________________________________________
 JA1825* NAD 83(1997)-  38 11 12.03538(N)    086 52 08.59929(W)     ADJUSTED  
 JA1825* NAVD 88     -       199.74   (+/-2cm)     655.3    (feet)  VERTCON   
 JA1825  ___________________________________________________________________
 JA1825  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 JA1825  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 JA1825
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1825
 JA1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1825
 JA1825.The geoid height was determined by GEOID03.
 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  =   0.99994471
 JA1825!UTM  16      -   0.99997371  x   0.99960162  =   0.99957534
 JA1825
 JA1825:                Primary Azimuth Mark                     Grid Az
 JA1825:SPC IN W     -  FERDINAND ST FERDINAND CATH CH           009 54 51.9
 JA1825:UTM  16      -  FERDINAND ST FERDINAND CATH CH           009 57 57.4
 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 (07/19/86)  199.84   (m)          655.6    (f) LEVELING    3  
 JA1825
 JA1825.Superseded values are not recommended for survey control.
 JA1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1825.See file dsdata.txt to determine how the superseded data were derived.
 JA1825
 JA1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1146726536(NAD 83)
 JA1825_MARKER: DS = TRIANGULATION STATION DISK
 JA1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1825'POST OFFICE AND 1.4 MILES
 JA1825'SOUTH FROM THE DUBOIS-SPENCER COUNTY LINE, AT THE
 JA1825'HIGHEST POINT OF AN OPEN FIELD.
 JA1825'THE STATION MARK IS 37 FEET WEST OF
 JA1825'THE CENTERLINE OF THE HIGHWAY AND 13 FEET NORTHWEST
 JA1825'OF A WHITE
 JA1825'WITNESS POST, NEAR THE EAST EDGE OF THE FIELD.  THE MARK IS 12 INCHES
 JA1825'BELOW THE SURFACE
 JA1825'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
 JA1825'SOUTH OF A HIGHWAY
 JA1825'CULVERT AND 24 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 JA1825'THE MARK PROJECTS 6 INCHES
 JA1825'AND THE DISK IS STAMPED FERDINAND 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
 JA1825'HIGHWAY, ALONG THE EAST EDGE OF THE FIELD.  THE
 JA1825'MARK PROJECTS 6 INCHES AND THE DISK
 JA1825'IS STAMPED FERDINAND NO 2 1946.
 JA1825'
 JA1825'THE AZIMUTH MARK IS SOUTHEAST OF THE STATION, 30 FEET SOUTH OF THE
 JA1825'CENTERLINE OF STATE
 JA1825'HIGHWAY 62, 24 FEET WEST OF A HOUSE DRIVEWAY AND 12 FEET
 JA1825'WEST OF A WHITE WITNESS
 JA1825'POST.  THE MARK PROJECTS 6 INCHES AND THE
 JA1825'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
 JA1825'TO THE JUNCTION WITH STATE HIGHWAY 62, TURN LEFT ON
 JA1825'STATE HIGHWAY 62 AND GO 0.8
 JA1825'MILE TO THE MARK ON THE RIGHT IN FRONT OF
 JA1825'A WHITE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1873 ***********************************************************************
 JA1873  DESIGNATION -  FERDINAND LOOKOUT TOWER
 JA1873  PID         -  JA1873
 JA1873  STATE/COUNTY-  IN/DUBOIS
 JA1873  USGS QUAD   -  SAINT ANTHONY (1990)
 JA1873
 JA1873                         *CURRENT SURVEY CONTROL
 JA1873  ___________________________________________________________________
 JA1873* NAD 83(1997)-  38 16 30.65511(N)    086 46 43.71424(W)     ADJUSTED  
 JA1873* NAVD 88     -                                                        
 JA1873  ___________________________________________________________________
 JA1873  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 JA1873  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JA1873
 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
 JA1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1873
 JA1873.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1873
 JA1873  NAD 83(1993)-  38 16 30.65819(N)    086 46 43.71627(W) AD(       ) 4
 JA1873  NAD 83(1986)-  38 16 30.66179(N)    086 46 43.71748(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1873.See file dsdata.txt to determine how the superseded data were derived.
 JA1873
 JA1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1934736371(NAD 83)
 JA1873_MARKER: 57 = LOOKOUT TOWER
 JA1873
 JA1873  HISTORY     - Date     Condition        Report By
 JA1873  HISTORY     - 1946     FIRST OBSERVED   CGS
 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
 JA1873'MEASUREMENT WAS NOT MADE AS THE LINE OF TRAVERSE
 JA1873'MEASUREMENT WAS OBSTRUCTED BY A 14
 JA1873'INCH TREE.  *MEASUREMENT WAS MADE
 JA1873'FROM INTERSECTION OF THE DIAGONALS FORMED BY OPPOSITE
 JA1873'LEG BASES.
 JA1873'DIRECTION WAS TAKEN ON THE ESTIMATED CENTER OF THE TOP OF THE LOOKOUT
 JA1873'CAGE.  THE TOWER
 JA1873'IS APPROXIMATELY 120 FEET HIGH AND IS ABOUT 100 FEET
 JA1873'NORTH OF THE PARKING LOT.
 JA1873'
 JA1873'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 64 IN
 JA1873'HUNTINGBURG, GO
 JA1873'EAST ON 64 FOR 8.7 MILES TO A SCHOOL ON THE NORTH
 JA1873'SIDE OF THE ROAD AND A SIDE ROAD
 JA1873'RIGHT AT A SIGN FERDINAND STATE
 JA1873'FOREST, TURN RIGHT AND GO SOUTHERLY 3.0 MILES ON A
 JA1873'GRAVEL ROAD TO A
 JA1873'REVERSE Y AND FOREST ENTRANCE BILLBOARD, GO SHARP LEFT AND FOLLOW
 JA1873'GRAVEL ROAD 1.1
 JA1873'MILES TO A FORK, TAKE LEFT FORK, FOLLOWING SIGN
 JA1873'FIRETOWER, FOR 0.6 MILE TO A
 JA1873'SECOND FORK, KEEP LEFT AS DIRECTED BY
 JA1873'SIGN AND GO 1.05 MILES TO A THIRD FORK, AGAIN
 JA1873'TAKE LEFT FORK AND
 JA1873'FOLLOW GRAVEL ROAD 0.3 MILE TO THE STATION ON THE RIGHT AT
 JA1873'FIRETOWER PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1831 ***********************************************************************
 JA1831  DESIGNATION -  FERDINAND NUNNERY DOME
 JA1831  PID         -  JA1831
 JA1831  STATE/COUNTY-  IN/DUBOIS
 JA1831  USGS QUAD   -  SAINT MEINRAD (1980)
 JA1831
 JA1831                         *CURRENT SURVEY CONTROL
 JA1831  ___________________________________________________________________
 JA1831* NAD 83(1997)-  38 13 29.96974(N)    086 51 19.41851(W)     ADJUSTED  
 JA1831* NAVD 88     -                                                        
 JA1831  ___________________________________________________________________
 JA1831  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 JA1831  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 JA1831
 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
 JA1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1831
 JA1831.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1831
 JA1831  NAD 83(1993)-  38 13 29.97258(N)    086 51 19.42045(W) AD(       ) 4
 JA1831  NAD 83(1986)-  38 13 29.97702(N)    086 51 19.42165(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1831.See file dsdata.txt to determine how the superseded data were derived.
 JA1831
 JA1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1265730789(NAD 83)
 JA1831_MARKER: 87 = DOME
 JA1831
 JA1831  HISTORY     - Date     Condition        Report By
 JA1831  HISTORY     - 1946     FIRST OBSERVED   CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1830 ***********************************************************************
 JA1830  DESIGNATION -  FERDINAND SORROW MOTHER CHAPEL
 JA1830  PID         -  JA1830
 JA1830  STATE/COUNTY-  IN/DUBOIS
 JA1830  USGS QUAD   -  SAINT MEINRAD (1980)
 JA1830
 JA1830                         *CURRENT SURVEY CONTROL
 JA1830  ___________________________________________________________________
 JA1830* NAD 83(1997)-  38 13 22.00867(N)    086 51 17.86996(W)     ADJUSTED  
 JA1830* NAVD 88     -                                                        
 JA1830  ___________________________________________________________________
 JA1830  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 JA1830  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 JA1830
 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
 JA1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1830
 JA1830.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1830
 JA1830  NAD 83(1993)-  38 13 22.01177(N)    086 51 17.87174(W) AD(       ) 4
 JA1830  NAD 83(1986)-  38 13 22.01601(N)    086 51 17.87305(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1830.See file dsdata.txt to determine how the superseded data were derived.
 JA1830
 JA1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1269530543(NAD 83)
 JA1830_MARKER: 90 = CHURCH SPIRE
 JA1830
 JA1830  HISTORY     - Date     Condition        Report By
 JA1830  HISTORY     - 1946     FIRST OBSERVED   CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1824 ***********************************************************************
 JA1824  DESIGNATION -  FERDINAND ST FERDINAND CATH CH
 JA1824  PID         -  JA1824
 JA1824  STATE/COUNTY-  IN/DUBOIS
 JA1824  USGS QUAD   -  SAINT MEINRAD (1980)
 JA1824
 JA1824                         *CURRENT SURVEY CONTROL
 JA1824  ___________________________________________________________________
 JA1824* NAD 83(1997)-  38 13 24.15659(N)    086 51 38.92635(W)     ADJUSTED  
 JA1824* NAVD 88     -                                                        
 JA1824  ___________________________________________________________________
 JA1824  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 JA1824  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 JA1824
 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
 JA1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1824
 JA1824.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1824
 JA1824  NAD 83(1993)-  38 13 24.15936(N)    086 51 38.92840(W) AD(       ) 4
 JA1824  NAD 83(1986)-  38 13 24.16390(N)    086 51 38.92948(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1824.See file dsdata.txt to determine how the superseded data were derived.
 JA1824
 JA1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1218330609(NAD 83)
 JA1824_MARKER: 90 = CHURCH SPIRE
 JA1824
 JA1824  HISTORY     - Date     Condition        Report By
 JA1824  HISTORY     - 1946     FIRST OBSERVED   CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2014 ***********************************************************************
 LA2014  DESIGNATION -  FIAT
 LA2014  PID         -  LA2014
 LA2014  STATE/COUNTY-  IN/BLACKFORD
 LA2014  USGS QUAD   -  PETROLEUM (1962)
 LA2014
 LA2014                         *CURRENT SURVEY CONTROL
 LA2014  ___________________________________________________________________
 LA2014* NAD 83(1997)-  40 33 08.06148(N)    085 12 12.86723(W)     ADJUSTED  
 LA2014* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 LA2014  ___________________________________________________________________
 LA2014  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 LA2014  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 LA2014
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2014
 LA2014.The geoid height was determined by GEOID03.
 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  =   0.99984761
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2014.See file dsdata.txt to determine how the superseded data were derived.
 LA2014
 LA2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5210490604(NAD 83)
 LA2014_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2014_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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, 3
 LA2014'MILES WEST OF FIAT, 51 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 LA2014'A BARN, 42 FEET NORTH OF THE
 LA2014'CENTER OF STATE HIGHWAY 18, 15 FEET NORTH OF A WIRE FENCE
 LA2014'AND A WHITE 4 INCH X 4 INCH WITNESS POST, AND
 LA2014'ON LAND OWNED BY MR. WILLIAM BROWN.
 LA2014'
 LA2014'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 303 AND 18
 LA2014'IN MONTPELIER, GO EAST ON STATE
 LA2014'HIGHWAY 18 FOR 3.5 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 LA2014'DESCRIBED BELOW, CONTINUE (EAST) ON
 LA2014'THE HIGHWAY FOR 0.55 MILE TO MR. BROWNS FARM HOME ON THE
 LA2014'LEFT AND THE STATION AS DESCRIBED.
 LA2014'
 LA2014'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND THE
 LA2014'DISK 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
 LA2014'STAMPED FIAT NO 1 1955.
 LA2014'
 LA2014'REFERENCE MARK 2 IS 1 FOOT NORTH OF A WIRE FENCE.  THE MARK PROJECTS
 LA2014'4 INCHES, AND THE DISK IS
 LA2014'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
 LA2014'FEET WEST OF POWERLINE POLE NO. 38, 3 FEET NORTHEAST OF A WHITE 4
 LA2014'INCH X 4 INCH WITNESS POST, AND 1.5 FEET
 LA2014'NORTH OF A WIRE FENCE.  THE MARK PROJECTS 5 INCHES, AND THE
 LA2014'DISK IS 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'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 LA2014'DESCRIBED.
 LA2014'
 LA2014'ABOUT 2.9 MILES W ALONG NO. 18 INDIANA HWY. FROM ITS INTERSECTION
 LA2014'WITH NO. 1 INDIANA HWY. AT FIAT CROSSROADS, 0.1 MILE W OF BLACKFORD
 LA2014'METHODIST CHURCH, ON CREST OF RIDGE, 51.8 FEET WSW OF SW CORNER
 LA2014'OF BARN, 23.1 FEET S OF PROJECTED PLANE OF S WALL OF BARN, 47-1/2
 LA2014'FEET N OF CENTER LINE OF HWY., 1.6 FEET HIGHER THAN SAME, STANDARD
 LA2014'DISKS STAMPED FIAT 1955 ARE SET IN MARKS WITH THE UPPER MARK FLUSH
 LA2014'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
 LA2014'OF NW CORNER OF BARN, AND 7 FEET N OF PROJECTED PLANE OF N WALL OF
 LA2014'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
 LA2014'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
 LA2014'STEEL 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
 LA2014'WAS OCCUPIED FOR A NEW DESCRIPTION.  THE DISTANCE TO REFERENCE MARK
 LA2014'1 WAS FOUND TO BE SHORTER BY .05 OF A FOOT AND THE DIRECTION IN
 LA2014'ERROR BY 2 MINUTES.  THE DISTANCE TO REFERENCE MARK 2 CHECKED BUT
 LA2014'THE DIRECTION WAS FOUND TO BE IN ERROR BY 4 MINUTES.  A NEW
 LA2014'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
 LA2014'METAL CONCRETE FILLED CORNER POST, 51 FEET SOUTHWEST OF THE
 LA2014'SOUTHWEST CORNER OF A BARN, 87 FEET WEST OF A CONCRETE CORNER
 LA2014'POST AT THE SOUTHEAST CORNER OF BARNYARD.  THE MONUMENT
 LA2014'PROJECTS 3 INCHES AND THE DISK IS STAMPED FIAT 1955.
 LA2014'
 LA2014'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 18 AND 303
 LA2014'IN MONTPELIER, GO EAST ON HIGHWAY 18 FOR 3.5 MILES TO THE AZIMUTH
 LA2014'MARK ON THE RIGHT.  CONTINUE EAST ON THE HIGHWAY FOR 0.55 MILE TO THE
 LA2014'STATION 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
 LA2014'NO 1 1955.
 LA2014'
 LA2014'REFERENCE MARK 2 IS 29 FEET SOUTHWEST OF A CONCRETE FILLED METAL
 LA2014'FENCE CORNER POST, 1 FOOT NORTH OF A FENCE, 1 FOOT NORTH OF A METAL
 LA2014'WITNESS POST AND 31 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 LA2014'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED FIAT NO 2
 LA2014'1955.
 LA2014'
 LA2014'THE AZIMUTH MARK IS 100 FEET WEST OF THE CENTERLINE OF A DRIVEWAY,
 LA2014'15 FEET WEST OF A FENCE CORNER, 8 FEET WEST OF A POWER POLE, 1 FOOT
 LA2014'NORTH OF A FENCE, 2 FEET EAST OF A METAL WITNESS POST AND 29 FEET
 LA2014'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT PROJECTS 6
 LA2014'INCHES AND THE 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 = OCTOBER  6, 2006
 ME2437 ***********************************************************************
 ME2437  DESIGNATION -  FIELD
 ME2437  PID         -  ME2437
 ME2437  STATE/COUNTY-  IN/LA PORTE
 ME2437  USGS QUAD   -  MICHIGAN CITY EAST (1980)
 ME2437
 ME2437                         *CURRENT SURVEY CONTROL
 ME2437  ___________________________________________________________________
 ME2437* NAD 83(1997)-  41 41 51.13780(N)    086 49 13.81845(W)     ADJUSTED  
 ME2437* NAVD 88     -       197.     (meters)     646.     (feet)  SCALED    
 ME2437  ___________________________________________________________________
 ME2437  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 ME2437  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME2437
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2437
 ME2437.The geoid height was determined by GEOID03.
 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  =   0.99994698
 ME2437!UTM  16      -   0.99997443  x   0.99960274  =   0.99957718
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2437.See file dsdata.txt to determine how the superseded data were derived.
 ME2437
 ME2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM1493616211(NAD 83)
 ME2437_MARKER: DS = TRIANGULATION STATION DISK
 ME2437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA2233 ***********************************************************************
 LA2233  DESIGNATION -  FIFTEEN
 LA2233  PID         -  LA2233
 LA2233  STATE/COUNTY-  IN/WABASH
 LA2233  USGS QUAD   -  RICHVALLEY (1994)
 LA2233
 LA2233                         *CURRENT SURVEY CONTROL
 LA2233  ___________________________________________________________________
 LA2233* NAD 83(1997)-  40 52 06.10861(N)    085 53 16.47914(W)     ADJUSTED  
 LA2233* NAVD 88     -       239.56   (+/-2cm)     786.0    (feet)  VERTCON   
 LA2233  ___________________________________________________________________
 LA2233  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 LA2233  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 LA2233
 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.The vertical order pertains to the NGVD 29 superseded value.
 LA2233
 LA2233.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2233
 LA2233.The geoid height was determined by GEOID03.
 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     -   0.99996777  x   0.99997095  =   0.99993872
 LA2233!UTM  16      -   0.99996777  x   0.99970810  =   0.99967588
 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 (07/19/86)  239.68   (m)          786.4    (f) LEVELING    3  
 LA2233
 LA2233.Superseded values are not recommended for survey control.
 LA2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2233.See file dsdata.txt to determine how the superseded data were derived.
 LA2233
 LA2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9371524739(NAD 83)
 LA2233_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 LA2233'JUNCTION OF A BLACKTOP ROAD LEFT.  IT IS 276 FEET NORTHWEST OF
 LA2233'JUNCTION OF HIGHWAY 15 AND
 LA2233'BLACKTOP ROAD, 46 FEET WEST OF CENTER OF HIGHWAY 15, 46 FEET EAST OF
 LA2233'CENTER OF BLACKTOP ROAD, AND 32 FEET
 LA2233'NORTHEAST OF A WHITE WITNESS POST THE MARK IS
 LA2233'FLUSH WITH THE GROUND AND THE DISK IS STAMPED FIFTEEN
 LA2233'1948.
 LA2233'
 LA2233'REFERENCE MARK NO. 1 IS 95.14 FEET EAST OF THE STATION.  IT IS 40
 LA2233'FEET WEST OF CENTER OF
 LA2233'HIGHWAY 15 AND 1 FOOT WEST OF A FENCE.  THE MARK IS FLUSH WITH THE
 LA2233'GROUND AND THE DISK IS STAMPED
 LA2233'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
 LA2233'BLACKTOP ROAD AND 1 FOOT EAST OF A FENCE.  THE MARK IS FLUSH WITH THE
 LA2233'GROUND AND THE DISK IS STAMPED
 LA2233'FIFTEEN NO 2 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
 LA2233'FEET SOUTHEAST OF A POWER POLE, 2 FEET SOUTHEAST OF A WHITE WITNESS
 LA2233'POST, AND 2 FEET EAST OF A FENCE.
 LA2233'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 LA2233'FIFTEEN 1948.
 LA2233'
 LA2233'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15 AND U.S.
 LA2233'HIGHWAY 24 IN THE NORTHWEST
 LA2233'SECTION OF WABASH, GO NORTHWEST ON HIGHWAY 15 FOR 5.3 MILES TO
 LA2233'JUNCTION OF A BLACKTOP ROAD AND
 LA2233'STATION ON LEFT AS DESCRIBED.
 LA2233'
 LA2233'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 15
 LA2233'FOR 0.45 MILE TO AZIMUTH MARK
 LA2233'ON LEFT AS DESCRIBED.
 LA2233'
 LA2233'HEIGHT OF LIGHT ABOVE STTION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2514 ***********************************************************************
 LB2514  DESIGNATION -  FILL 1920
 LB2514  PID         -  LB2514
 LB2514  STATE/COUNTY-  IN/HAMILTON
 LB2514  USGS QUAD   -  NOBLESVILLE (1992)
 LB2514
 LB2514                         *CURRENT SURVEY CONTROL
 LB2514  ___________________________________________________________________
 LB2514* NAD 83(1997)-  40 01 35.51701(N)    086 00 57.37101(W)     ADJUSTED  
 LB2514* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 LB2514  ___________________________________________________________________
 LB2514  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 LB2514  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 LB2514
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2514
 LB2514.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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
 LB2514.Superseded values are not recommended for survey control.
 LB2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2514.See file dsdata.txt to determine how the superseded data were derived.
 LB2514
 LB2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8396831166(NAD 83)
 LB2514_MARKER: N = NAIL
 LB2514_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 HZ2354 ***********************************************************************
 HZ2354  DESIGNATION -  FINLEY RESET
 HZ2354  PID         -  HZ2354
 HZ2354  STATE/COUNTY-  IN/SCOTT
 HZ2354  USGS QUAD   -  LITTLE YORK (1993)
 HZ2354
 HZ2354                         *CURRENT SURVEY CONTROL
 HZ2354  ___________________________________________________________________
 HZ2354* NAD 83(1997)-  38 38 07.38301(N)    085 52 54.87392(W)     ADJUSTED  
 HZ2354* NAVD 88     -       312.72   (+/-2cm)    1026.0    (feet)  VERTCON   
 HZ2354  ___________________________________________________________________
 HZ2354  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 HZ2354  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HZ2354
 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.The vertical order pertains to the NGVD 29 superseded value.
 HZ2354
 HZ2354.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2354
 HZ2354.The geoid height was determined by GEOID03.
 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     -   0.99995620  x   0.99997099  =   0.99992720
 HZ2354!UTM  16      -   0.99995620  x   0.99971662  =   0.99967284
 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  NGVD 29 (07/19/86)  312.84   (m)         1026.4    (f) LEVELING    3  
 HZ2354
 HZ2354.Superseded values are not recommended for survey control.
 HZ2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2354.See file dsdata.txt to determine how the superseded data were derived.
 HZ2354
 HZ2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9731476909(NAD 83)
 HZ2354_MARKER: DS = TRIANGULATION STATION DISK
 HZ2354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA0364 ***********************************************************************
 JA0364  DESIGNATION -  FIRE
 JA0364  PID         -  JA0364
 JA0364  STATE/COUNTY-  IN/ORANGE
 JA0364  USGS QUAD   -  VALEENE (1993)
 JA0364
 JA0364                         *CURRENT SURVEY CONTROL
 JA0364  ___________________________________________________________________
 JA0364* NAD 83(1997)-  38 29 26.03614(N)    086 26 15.72811(W)     ADJUSTED  
 JA0364* NAVD 88     -       268.199  (meters)     879.92   (feet)  ADJUSTED  
 JA0364  ___________________________________________________________________
 JA0364  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 JA0364  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JA0364  DYNAMIC HT  -         268.010 (meters)     879.30  (feet)  COMP
 JA0364  MODELED GRAV-     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
 JA0364.and adjusted by the National Geodetic Survey in June 1991..
 JA0364
 JA0364.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0364
 JA0364.The geoid height was determined by GEOID03.
 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;                    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;SPC IN E     -   360,227.250    32,733.440   MT  1.00002237   -0 28 47.6
 JA0364;SPC IN E     - 1,181,845.57    107,392.96   sFT  1.00002237   -0 28 47.6
 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     -   0.99996315  x   1.00000572  =   0.99996887
 JA0364!SPC IN E     -   0.99996315  x   1.00002237  =   0.99998552
 JA0364!UTM  16      -   0.99996315  x   0.99962961  =   0.99959277
 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
 JA0364.Superseded values are not recommended for survey control.
 JA0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0364.See file dsdata.txt to determine how the superseded data were derived.
 JA0364
 JA0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4903860396(NAD 83)
 JA0364_MARKER: DS = TRIANGULATION STATION DISK
 JA0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0364_STAMPING: FIRE 1946
 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             NGS
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1845 ***********************************************************************
 JA1845  DESIGNATION -  FIRE
 JA1845  PID         -  JA1845
 JA1845  STATE/COUNTY-  IN/SPENCER
 JA1845  USGS QUAD   -  SANTA CLAUS (1980)
 JA1845
 JA1845                         *CURRENT SURVEY CONTROL
 JA1845  ___________________________________________________________________
 JA1845* NAD 83(1997)-  38 05 48.30051(N)    086 59 24.36098(W)     ADJUSTED  
 JA1845* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 JA1845  ___________________________________________________________________
 JA1845  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 JA1845  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 JA1845
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1845
 JA1845.The geoid height was determined by GEOID03.
 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     -   0.99997627  x   0.99996749  =   0.99994376
 JA1845!UTM  16      -   0.99997627  x   0.99960001  =   0.99957629
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1845.See file dsdata.txt to determine how the superseded data were derived.
 JA1845
 JA1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0086816550(NAD 83)
 JA1845_MARKER: DS = TRIANGULATION STATION DISK
 JA1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1845
 JA1845  HISTORY     - Date     Condition        Report By
 JA1845  HISTORY     - 1946     MONUMENTED       CGS
 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
 JA1845'OF THE LINCOLN PARK
 JA1845'LOOKOUT TOWER WHICH LIES ABOUT 0.75 MILE SOUTHEAST OF
 JA1845'THE LAKE IN THE NANCY HANKS
 JA1845'LINCOLN MEMORIAL PARK, ON THE HIGHEST
 JA1845'POINT OF A WOODED HILL.  THE STATION MARK IS
 JA1845'SET IN THE CONCRETE BASE
 JA1845'WHICH SUPPORTS THE STAIRWAY LEADING TO THE TOP OF THE TOWER.
 JA1845'THE MARK IS
 JA1845'FLUSH WITH THE TOP OF THE CONCRETE BASE WHICH PROJECTS 1 INCH
 JA1845'AND 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
 JA1845'THE BASE FOR THE SOUTHEAST LEG OF THE TOWER.  THE
 JA1845'MARK IS FLUSH WITH THE TOP OF THE
 JA1845'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
 JA1845'FOOTER WHICH IS THE BASE FOR THE SOUTHWEST LEG OF THE
 JA1845'TOWER.  THE MARK IS FLUSH WITH
 JA1845'THE TOP OF THE FOOTER WHICH PROJECTS 4
 JA1845'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
 JA1845'THE EAST SIDE OF THE LAKE PARKING AREA, 212 FEET
 JA1845'NORTHWEST OF THE BOAT DOCK, 133
 JA1845'FEET NORTH OF THE SOUTHEAST CORNER OF
 JA1845'THE PARKING AREA, ABOUT 30 YARDS EAST OF THE
 JA1845'GRAVEL ROAD INTERSECTION
 JA1845'AT THE ENTRANCE TO THE PARKING AREA AND 2 FEET SOUTH OF A WHITE
 JA1845'WITNESS
 JA1845'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED FIRE 1946.
 JA1845'
 JA1845'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0363 ***********************************************************************
 JA0363  DESIGNATION -  FIRE AZ MK
 JA0363  PID         -  JA0363
 JA0363  STATE/COUNTY-  IN/ORANGE
 JA0363  USGS QUAD   -  VALEENE (1993)
 JA0363
 JA0363                         *CURRENT SURVEY CONTROL
 JA0363  ___________________________________________________________________
 JA0363* NAD 83(1986)-  38 29 51.     (N)    086 26 27.     (W)     SCALED    
 JA0363* NAVD 88     -       259.228  (meters)     850.48   (feet)  ADJUSTED  
 JA0363  ___________________________________________________________________
 JA0363  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JA0363  DYNAMIC HT  -         259.046 (meters)     849.89  (feet)  COMP
 JA0363  MODELED GRAV-     979,923.0   (mgal)                       NAVD 88
 JA0363
 JA0363  VERT ORDER  -  FIRST     CLASS II
 JA0363
 JA0363.The horizontal coordinates were scaled from a topographic map and have
 JA0363.an estimated accuracy of +/- 6 seconds.
 JA0363
 JA0363.The orthometric height was determined by differential leveling
 JA0363.and adjusted by the National Geodetic Survey in June 1991..
 JA0363
 JA0363.The geoid height was determined by GEOID03.
 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     -   360,910.      956,050.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0363.See file dsdata.txt to determine how the superseded data were derived.
 JA0363
 JA0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH487611(NAD 83)
 JA0363_MARKER: DB = BENCH MARK DISK
 JA0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0363_STAMPING: FIRE 1946 AZM
 JA0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0363+STABILITY: SURFACE MOTION
 JA0363
 JA0363  HISTORY     - Date     Condition        Report By
 JA0363  HISTORY     - 1946     MONUMENTED       CGS
 JA0363  HISTORY     - 1965     GOOD             NGS
 JA0363
 JA0363                          STATION DESCRIPTION
 JA0363
 JA0363'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0365 ***********************************************************************
 JA0365  DESIGNATION -  FIRE RM 1
 JA0365  PID         -  JA0365
 JA0365  STATE/COUNTY-  IN/ORANGE
 JA0365  USGS QUAD   -  VALEENE (1993)
 JA0365
 JA0365                         *CURRENT SURVEY CONTROL
 JA0365  ___________________________________________________________________
 JA0365* NAD 83(1986)-  38 29 25.     (N)    086 26 15.     (W)     SCALED    
 JA0365* NAVD 88     -       267.169  (meters)     876.54   (feet)  ADJUSTED  
 JA0365  ___________________________________________________________________
 JA0365  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JA0365  DYNAMIC HT  -         266.982 (meters)     875.92  (feet)  COMP
 JA0365  MODELED GRAV-     979,920.8   (mgal)                       NAVD 88
 JA0365
 JA0365  VERT ORDER  -  FIRST     CLASS II
 JA0365
 JA0365.The horizontal coordinates were scaled from a topographic map and have
 JA0365.an estimated accuracy of +/- 6 seconds.
 JA0365
 JA0365.The orthometric height was determined by differential leveling
 JA0365.and adjusted by the National Geodetic Survey in June 1991..
 JA0365
 JA0365.The geoid height was determined by GEOID03.
 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     -   360,110.      956,340.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0365.See file dsdata.txt to determine how the superseded data were derived.
 JA0365
 JA0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH490603(NAD 83)
 JA0365_MARKER: DR = REFERENCE MARK DISK
 JA0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0365_STAMPING: FIRE 1946 NO 1
 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             NGS
 JA0365
 JA0365                          STATION DESCRIPTION
 JA0365
 JA0365'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0366 ***********************************************************************
 JA0366  DESIGNATION -  FIRE RM 2
 JA0366  PID         -  JA0366
 JA0366  STATE/COUNTY-  IN/ORANGE
 JA0366  USGS QUAD   -  VALEENE (1993)
 JA0366
 JA0366                         *CURRENT SURVEY CONTROL
 JA0366  ___________________________________________________________________
 JA0366* NAD 83(1986)-  38 29 25.     (N)    086 26 15.     (W)     SCALED    
 JA0366* NAVD 88     -       268.082  (meters)     879.53   (feet)  ADJUSTED  
 JA0366  ___________________________________________________________________
 JA0366  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JA0366  DYNAMIC HT  -         267.894 (meters)     878.92  (feet)  COMP
 JA0366  MODELED GRAV-     979,920.8   (mgal)                       NAVD 88
 JA0366
 JA0366  VERT ORDER  -  FIRST     CLASS II
 JA0366
 JA0366.The horizontal coordinates were scaled from a topographic map and have
 JA0366.an estimated accuracy of +/- 6 seconds.
 JA0366
 JA0366.The orthometric height was determined by differential leveling
 JA0366.and adjusted by the National Geodetic Survey in June 1991..
 JA0366
 JA0366.The geoid height was determined by GEOID03.
 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     -   360,110.      956,340.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0366.See file dsdata.txt to determine how the superseded data were derived.
 JA0366
 JA0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH490603(NAD 83)
 JA0366_MARKER: DR = REFERENCE MARK DISK
 JA0366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0366_SP_SET: TOWER CONCRETE BASE
 JA0366_STAMPING: FIRE NO 2
 JA0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0366
 JA0366  HISTORY     - Date     Condition        Report By
 JA0366  HISTORY     - 1946     MONUMENTED       CGS
 JA0366  HISTORY     - 1965     GOOD             NGS
 JA0366
 JA0366                          STATION DESCRIPTION
 JA0366
 JA0366'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1971 ***********************************************************************
 JA1971  DESIGNATION -  FIRE TOWER NEAR FRITZ CORNER
 JA1971  PID         -  JA1971
 JA1971  STATE/COUNTY-  IN/PIKE
 JA1971  USGS QUAD   -  AUGUSTA (1989)
 JA1971
 JA1971                         *CURRENT SURVEY CONTROL
 JA1971  ___________________________________________________________________
 JA1971* NAD 83(1997)-  38 18 36.61953(N)    087 10 23.89064(W)     ADJUSTED  
 JA1971* NAVD 88     -                                                        
 JA1971  ___________________________________________________________________
 JA1971  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 JA1971  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 JA1971
 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
 JA1971.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1971
 JA1971.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1971
 JA1971  NAD 83(1993)-  38 18 36.62388(N)    087 10 23.89116(W) AD(       ) 4
 JA1971  NAD 83(1986)-  38 18 36.62756(N)    087 10 23.89256(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1971.See file dsdata.txt to determine how the superseded data were derived.
 JA1971
 JA1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8484940244(NAD 83)
 JA1971_MARKER: 55 = 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 = OCTOBER  6, 2006
 JA1731 ***********************************************************************
 JA1731  DESIGNATION -  FIRMAN
 JA1731  PID         -  JA1731
 JA1731  STATE/COUNTY-  IN/HARRISON
 JA1731  USGS QUAD   -  DEPAUW (1994)
 JA1731
 JA1731                         *CURRENT SURVEY CONTROL
 JA1731  ___________________________________________________________________
 JA1731* NAD 83(1997)-  38 19 03.03582(N)    086 13 04.52885(W)     ADJUSTED  
 JA1731* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 JA1731  ___________________________________________________________________
 JA1731  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 JA1731  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JA1731
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1731
 JA1731.The geoid height was determined by GEOID03.
 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     -   0.99996179  x   0.99999528  =   0.99995707
 JA1731!UTM  16      -   0.99996179  x   0.99965756  =   0.99961936
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1731.See file dsdata.txt to determine how the superseded data were derived.
 JA1731
 JA1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6836841334(NAD 83)
 JA1731_MARKER: DS = TRIANGULATION STATION DISK
 JA1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1731
 JA1731  HISTORY     - Date     Condition        Report By
 JA1731  HISTORY     - 1946     MONUMENTED       CGS
 JA1731  HISTORY     - 1947     GOOD             CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1840 ***********************************************************************
 MD1840  DESIGNATION -  FISH
 MD1840  PID         -  MD1840
 MD1840  STATE/COUNTY-  IN/STEUBEN
 MD1840  USGS QUAD   -  CLEAR LAKE (1992)
 MD1840
 MD1840                         *CURRENT SURVEY CONTROL
 MD1840  ___________________________________________________________________
 MD1840* NAD 83(1997)-  41 37 52.73590(N)    084 48 29.94660(W)     ADJUSTED  
 MD1840* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 MD1840  ___________________________________________________________________
 MD1840  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 MD1840  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MD1840
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1840
 MD1840.The geoid height was determined by GEOID03.
 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;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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1840.See file dsdata.txt to determine how the superseded data were derived.
 MD1840
 MD1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM8255911163(NAD 83)
 MD1840_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1840
 MD1840  HISTORY     - Date     Condition        Report By
 MD1840  HISTORY     - 1946     MONUMENTED       CGS
 MD1840  HISTORY     - 1960     SEE DESCRIPTION  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
 MD1840'OF THE INDIANA-OHIO STATE LINE AT THE TOP OF A CUT 51 FEET NORTH OF
 MD1840'THE CENTERLINE OF U.S. HIGHWAY NO. 20,
 MD1840'36 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF AN
 MD1840'OLD CONCRETE FOUNDATION AND 32 FEET EAST OF A
 MD1840'CONCRETE HIGHWAY RIGHT OF WAY MARKER.  THE
 MD1840'MARK 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
 MD1840'AND 69 FEET NORTH WEST OF THE
 MD1840'NORTHWEST CORNER OF AN OLD CONCRETE FOUNDATION.  THE MARK PROJECTS 4
 MD1840'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
 MD1840'NO. 20.  THE MARK PROJECTS 12 INCHES AND THE DISK IS STAMPED FISH
 MD1840'NO 2 1946.
 MD1840'
 MD1840'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NORTHWEST OF THE STATION
 MD1840'AND 19 FEET EAST OF THE
 MD1840'APPROXIMATE CENTERLINE OF A DIRT ROAD.
 MD1840'THE 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
 MD1840'TO DEEP CUT AND THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK
 MD1840'FROM THE STATION, GO WEST ON U.S.
 MD1840'HIGHWAY NO. 20 FOR 0.2 MILE TO A CROSSROAD.  TURN RIGHT AND
 MD1840'GO NORTH FOR 0.1 MILE TO THE AZIMUTH ON THE
 MD1840'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
 MD1840'MILE NE OF VISIBLE BRIDGE OF N-S COUNTY-ROAD BRIDGE OVER INDIANA-OHIO
 MD1840'E-W TOLL ROAD OR TURNPIKE, 0.1 MILE
 MD1840'W OF INDIANA-OHIO BOUNDARY, 50 FEET N OF CENTER LINE OF
 MD1840'HWY., 7.6 FEET HIGHER THAN SAME, 35.7 FEET W OF SW
 MD1840'CORNER OF CONCRETE FOUNDATION OF AN OLD
 MD1840'BARN, 8 FEET S OF PROJECTED PLANE OF S WALL OF SAME (FOUNDATION ONLY
 MD1840'REMAINS), STANDARD DISKS STAMPED
 MD1840'FISH 1946 ARE SET IN 1A AND 7A MARKS WITH THE TOP MARK FLUSH WITH
 MD1840'GROUND.
 MD1840'
 MD1840'REFERENCE STAMPED FISH NO 1 1946, NOTE 11A, PROJECTS 0.4 FOOT, IS
 MD1840'108.10 FEET OR (32.494
 MD1840'METERS) NNW IN AZIMUTH 158 DEG 44 MIN FROM STATION, 136-1/2 FEET N OF
 MD1840'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
 MD1840'(WHICH DISTANCES ARE 0.22 FOOT OR 0.066 METER SHORTER THAN MEASURED
 MD1840'IN 1946 AND THE TOP OF MARK SEEMS
 MD1840'TILTED DOWN TOWARD THE STATION SO THE MARK IS SUSPECTED TO HAVE
 MD1840'BEEN DISTURBED) E IN AZIMUTH 273 DEG 29 MIN
 MD1840'FROM STATION, 32 FEET N OF CENTER LINE OF HWY., 4.2
 MD1840'FEET HIGHER THAN SAME, AND 0.5 FOOT N OF 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
 MD1840'MIN 54.5 SEC FROM STATION, AND IS NOW OBSTRUCTED BY THE CONSTRUCTION
 MD1840'OF A NEW HOUSE, 0.1 MILE N OF THE U.S. HWY.,
 MD1840'ON CREST OF RIDGE, 19 FEET E OF CENTER LINE OF GRAVEL
 MD1840'ROAD, 24 FEET N OF TELEPHONE CABLE NOTICE POST, AND 6
 MD1840'FEET W OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1906 ***********************************************************************
 KA1906  DESIGNATION -  FISHER
 KA1906  PID         -  KA1906
 KA1906  STATE/COUNTY-  IN/HAMILTON
 KA1906  USGS QUAD   -  FISHERS (1988)
 KA1906
 KA1906                         *CURRENT SURVEY CONTROL
 KA1906  ___________________________________________________________________
 KA1906* NAD 83(1997)-  39 57 42.93401(N)    086 00 46.89862(W)     ADJUSTED  
 KA1906* NAVD 88     -       250.82   (+/-2cm)     822.9    (feet)  VERTCON   
 KA1906  ___________________________________________________________________
 KA1906  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 KA1906  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KA1906
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1906
 KA1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1906
 KA1906.The geoid height was determined by GEOID03.
 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     -   0.99996598  x   0.99997744  =   0.99994342
 KA1906!UTM  16      -   0.99996598  x   0.99968747  =   0.99965346
 KA1906
 KA1906:                Primary Azimuth Mark                     Grid Az
 KA1906:SPC IN E     -  FISHER A                                 027 53 59.7
 KA1906:UTM  16      -  FISHER A                                 027 02 36.6
 KA1906
 KA1906|---------------------------------------------------------------------|
 KA1906| PID    Reference Object                     Distance      Geod. Az  |
 KA1906|                                                           dddmmss.s |
 KA1906| KA1910 FISHER A                            APPROX. 0.7 KM 0274038.8 |
 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  NGVD 29 (07/19/86)  250.95   (m)          823.3    (f) LEVELING    3  
 KA1906
 KA1906.Superseded values are not recommended for survey control.
 KA1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1906.See file dsdata.txt to determine how the superseded data were derived.
 KA1906
 KA1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK8429523998(NAD 83)
 KA1906_MARKER: DS = TRIANGULATION STATION DISK
 KA1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1906_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 = OCTOBER  6, 2006
 MD1533 ***********************************************************************
 MD1533  DESIGNATION -  FITCH
 MD1533  PID         -  MD1533
 MD1533  STATE/COUNTY-  IN/ALLEN
 MD1533  USGS QUAD   -  GARRETT (1973)
 MD1533
 MD1533                         *CURRENT SURVEY CONTROL
 MD1533  ___________________________________________________________________
 MD1533* NAD 83(1997)-  41 15 45.02411(N)    085 08 06.80214(W)     ADJUSTED  
 MD1533* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 MD1533  ___________________________________________________________________
 MD1533  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 MD1533  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MD1533
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1533
 MD1533.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1533.See file dsdata.txt to determine how the superseded data were derived.
 MD1533
 MD1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5621069575(NAD 83)
 MD1533_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1533
 MD1533  HISTORY     - Date     Condition        Report By
 MD1533  HISTORY     - 1946     MONUMENTED       CGS
 MD1533  HISTORY     - 1963     SEE DESCRIPTION  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
 MD1533'WAYNE.  IT IS 65 FEET WEST OF THE APPROXIMATE CENTERLINE OF U.S.
 MD1533'HIGHWAY 27, 18 FEET NORTHEAST OF A
 MD1533'12 INCH MAPLE TREE, 30 FEET EAST OF A 12 INCH OAK TREE AND
 MD1533'37 FEET WEST OF A FENCELINE.  THE MARK IS
 MD1533'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
 MD1533'CENTERLINE OF U.S. HIGHWAY 27 AND 1 FOOT WEST OF A FENCELINE.  THE
 MD1533'MARK IS FLUSH AND THE DISK IS
 MD1533'STAMPED FITCH 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
 MD1533'CENTERLINE OF U.S. HIGHWAY 27 AND 1 FOOT WEST OF A FENCELINE.  THE
 MD1533'MARK IS FLUSH AND THE DISK IS STAMPED
 MD1533'FITCH 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
 MD1533'CENTERLINE OF A GRAVEL ROAD AND 26 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
 MD1533'ABOUT 2-1/2 MILE TO JUNCTION OF U.S. HIGHWAY 27 AND STATE HIGHWAY
 MD1533'427.  TAKE U.S. HIGHWAY 27 AND GO
 MD1533'10.6 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
 MD1533'FOR 0.15 MILE TO GRAVEL ROAD
 MD1533'RUNNING NORTHEAST AND ONE SOUTHEAST TAKE THE SOUTHEAST GRAVEL ROAD
 MD1533'AND GO 0.3 MILE TO AZIMUTH MARK
 MD1533'ON THE RIGHT AS 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
 MD1533'4-1/2 MILES N OF DOWNTOWN FORT WAYNE, OR 6.1 MILES S ALONG NO. 27
 MD1533'HWY. (IT IS THE MAIN N-S STREET THRU
 MD1533'TOWN) FROM ITS CROSSING OF BALTIMORE AND OHIO RR TRACKS IN
 MD1533'GARRETT, ABOUT 0.15 MILE N OF T-INTERSECTION
 MD1533'OF HWY. AND FITCH ROAD, AT APPARENT CREST OF
 MD1533'HWY. GRADES, 0.2 MILE S OF COUNTY LINE, 65 FEET W OF CENTER
 MD1533'LINE OF 22-FOOT ASPHALT PAVEMENT, 26 FEET
 MD1533'N OF THE MOST EASTERLY LARGE MAPLE OF A WOODS, STANDARD DISKS STAMPED
 MD1533'FITCH 1946 ARE SET IN 1A AND 7A
 MD1533'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
 MD1533'NE IN AZIMUTH 213 DEG 12 MIN FROM STATION, 31 FEET W OF CENTER LINE
 MD1533'OF HWY., ONE FOOT W OF FENCE, AND 1.6 FEET
 MD1533'N 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
 MD1533'ESE IN AZIMUTH 293 DEG 41 MIN FROM STATION, 31 FEET W OF CENTER LINE
 MD1533'OF HWY., 0.4 FOOT HIGHER THAN SAME, 64 FEET
 MD1533'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
 MD1533'NE IN AZIMUTH OF 232 DEG 22 MIN
 MD1533'36.8 SEC FROM STATION AND NOW COMPLETELY OBSTRUCTED BY SIZEABLE YOUNG
 MD1533'TREES OVER AN ESTIMATED ONE-THIRD OF THE
 MD1533'DISTANCE, AT W END (TOP) OF SHORT ROAD GRADE, 30 FEET W OF A
 MD1533'TELEPHONE POLE, 20 FEET S OF C/L OF GRAVEL
 MD1533'COUNTY LINE ROAD, ABOUT A FOOT HIGHER THAN
 MD1533'SAME, AND 1-1/2 FEET E OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1723 ***********************************************************************
 HZ1723  DESIGNATION -  FLAG
 HZ1723  PID         -  HZ1723
 HZ1723  STATE/COUNTY-  IN/CLARK
 HZ1723  USGS QUAD   -  NEW WASHINGTON (1993)
 HZ1723
 HZ1723                         *CURRENT SURVEY CONTROL
 HZ1723  ___________________________________________________________________
 HZ1723* NAD 83(1997)-  38 32 34.19285(N)    085 32 30.84314(W)     ADJUSTED  
 HZ1723* NAVD 88     -       218.037  (meters)     715.34   (feet)  ADJUSTED  
 HZ1723  ___________________________________________________________________
 HZ1723  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 HZ1723  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 HZ1723  DYNAMIC HT  -         217.891 (meters)     714.86  (feet)  COMP
 HZ1723  MODELED GRAV-     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
 HZ1723.and adjusted by the National Geodetic Survey in June 1991..
 HZ1723
 HZ1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1723
 HZ1723.The geoid height was determined by GEOID03.
 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;                    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     -   0.99997107  x   0.99996812  =   0.99993919
 HZ1723!SPC KY1Z     -   0.99997107  x   0.99997250  =   0.99994357
 HZ1723!SPC KY N     -   0.99997107  x   0.99996295  =   0.99993402
 HZ1723!UTM  16      -   0.99997107  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|---------------------------------------------------------------------|
 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
 HZ1723.Superseded values are not recommended for survey control.
 HZ1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1723.See file dsdata.txt to determine how the superseded data were derived.
 HZ1723
 HZ1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2707167054(NAD 83)
 HZ1723_MARKER: DS = TRIANGULATION STATION DISK
 HZ1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1723_SP_SET: CONCRETE POST
 HZ1723_STAMPING: FLAG 1947
 HZ1723_MARK LOGO: CGS   
 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             NGS
 HZ1723  HISTORY     - 1976     GOOD             NGS
 HZ1723  HISTORY     - 19860730 GOOD             NGS
 HZ1723  HISTORY     - 19860730 GOOD             NGS
 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 NATIONAL 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
 HZ1723'RECOVERED IN GOOD CONDITION.
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1722 ***********************************************************************
 HZ1722  DESIGNATION -  FLAG AZ MK
 HZ1722  PID         -  HZ1722
 HZ1722  STATE/COUNTY-  IN/CLARK
 HZ1722  USGS QUAD   -  NEW WASHINGTON (1993)
 HZ1722
 HZ1722                         *CURRENT SURVEY CONTROL
 HZ1722  ___________________________________________________________________
 HZ1722* NAD 83(1986)-  38 32 48.     (N)    085 32 30.     (W)     SCALED    
 HZ1722* NAVD 88     -       218.095  (meters)     715.53   (feet)  ADJUSTED  
 HZ1722  ___________________________________________________________________
 HZ1722  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 HZ1722  DYNAMIC HT  -         217.949 (meters)     715.05  (feet)  COMP
 HZ1722  MODELED GRAV-     979,954.4   (mgal)                       NAVD 88
 HZ1722
 HZ1722  VERT ORDER  -  FIRST     CLASS II
 HZ1722
 HZ1722.The horizontal coordinates were scaled from a topographic map and have
 HZ1722.an estimated accuracy of +/- 6 seconds.
 HZ1722
 HZ1722.The orthometric height was determined by differential leveling
 HZ1722.and adjusted by the National Geodetic Survey in June 1991..
 HZ1722
 HZ1722.The geoid height was determined by GEOID03.
 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     -   366,180.      110,900.      MT  (+/- 180 meters Scaled)
 HZ1722
 HZ1722                          SUPERSEDED SURVEY CONTROL
 HZ1722
 HZ1722  NGVD 29 (??/??/92)  218.254  (m)          716.05   (f) ADJ UNCH    1 2
 HZ1722
 HZ1722.Superseded values are not recommended for survey control.
 HZ1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1722.See file dsdata.txt to determine how the superseded data were derived.
 HZ1722
 HZ1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH270674(NAD 83)
 HZ1722_MARKER: DZ = AZIMUTH MARK DISK
 HZ1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1722_SP_SET: CONCRETE POST
 HZ1722_STAMPING: FLAG 1947
 HZ1722_MARK LOGO: CGS   
 HZ1722_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1722+STABILITY: SURFACE MOTION
 HZ1722
 HZ1722  HISTORY     - Date     Condition        Report By
 HZ1722  HISTORY     - 1947     MONUMENTED       CGS
 HZ1722  HISTORY     - 1965     GOOD             NGS
 HZ1722  HISTORY     - 19860730 GOOD             NGS
 HZ1722  HISTORY     - 19860730 GOOD             NGS
 HZ1722
 HZ1722                          STATION DESCRIPTION
 HZ1722
 HZ1722'DESCRIBED BY NATIONAL 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
 HZ1722'RECOVERED IN GOOD CONDITION.
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1725 ***********************************************************************
 HZ1725  DESIGNATION -  FLAG RM 1
 HZ1725  PID         -  HZ1725
 HZ1725  STATE/COUNTY-  IN/CLARK
 HZ1725  USGS QUAD   -  NEW WASHINGTON (1993)
 HZ1725
 HZ1725                         *CURRENT SURVEY CONTROL
 HZ1725  ___________________________________________________________________
 HZ1725* NAD 83(1986)-  38 32 33.     (N)    085 32 30.     (W)     SCALED    
 HZ1725* NAVD 88     -       217.983  (meters)     715.17   (feet)  ADJUSTED  
 HZ1725  ___________________________________________________________________
 HZ1725  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 HZ1725  DYNAMIC HT  -         217.837 (meters)     714.69  (feet)  COMP
 HZ1725  MODELED GRAV-     979,954.2   (mgal)                       NAVD 88
 HZ1725
 HZ1725  VERT ORDER  -  FIRST     CLASS II
 HZ1725
 HZ1725.The horizontal coordinates were scaled from a topographic map and have
 HZ1725.an estimated accuracy of +/- 6 seconds.
 HZ1725
 HZ1725.The orthometric height was determined by differential leveling
 HZ1725.and adjusted by the National Geodetic Survey in June 1991..
 HZ1725
 HZ1725.The geoid height was determined by GEOID03.
 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     -   365,720.      110,900.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1725.See file dsdata.txt to determine how the superseded data were derived.
 HZ1725
 HZ1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH270670(NAD 83)
 HZ1725_MARKER: DR = REFERENCE MARK DISK
 HZ1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1725_STAMPING: FLAG NO 1 1947
 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             NGS
 HZ1725
 HZ1725                          STATION DESCRIPTION
 HZ1725
 HZ1725'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1724 ***********************************************************************
 HZ1724  DESIGNATION -  FLAG RM 2
 HZ1724  PID         -  HZ1724
 HZ1724  STATE/COUNTY-  IN/CLARK
 HZ1724  USGS QUAD   -  NEW WASHINGTON (1993)
 HZ1724
 HZ1724                         *CURRENT SURVEY CONTROL
 HZ1724  ___________________________________________________________________
 HZ1724* NAD 83(1986)-  38 32 33.     (N)    085 32 30.     (W)     SCALED    
 HZ1724* NAVD 88     -       218.142  (meters)     715.69   (feet)  ADJUSTED  
 HZ1724  ___________________________________________________________________
 HZ1724  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 HZ1724  DYNAMIC HT  -         217.996 (meters)     715.21  (feet)  COMP
 HZ1724  MODELED GRAV-     979,954.2   (mgal)                       NAVD 88
 HZ1724
 HZ1724  VERT ORDER  -  FIRST     CLASS II
 HZ1724
 HZ1724.The horizontal coordinates were scaled from a topographic map and have
 HZ1724.an estimated accuracy of +/- 6 seconds.
 HZ1724
 HZ1724.The orthometric height was determined by differential leveling
 HZ1724.and adjusted by the National Geodetic Survey in June 1991..
 HZ1724
 HZ1724.The geoid height was determined by GEOID03.
 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     -   365,720.      110,900.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1724.See file dsdata.txt to determine how the superseded data were derived.
 HZ1724
 HZ1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH270670(NAD 83)
 HZ1724_MARKER: DR = REFERENCE MARK DISK
 HZ1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1724_STAMPING: FLAG NO 2 1947
 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             NGS
 HZ1724
 HZ1724                          STATION DESCRIPTION
 HZ1724
 HZ1724'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA2043 ***********************************************************************
 LA2043  DESIGNATION -  FLAT
 LA2043  PID         -  LA2043
 LA2043  STATE/COUNTY-  IN/WELLS
 LA2043  USGS QUAD   -  MARKLE (1973)
 LA2043
 LA2043                         *CURRENT SURVEY CONTROL
 LA2043  ___________________________________________________________________
 LA2043* NAD 83(1997)-  40 52 29.27548(N)    085 18 46.14183(W)     ADJUSTED  
 LA2043* NAVD 88     -       242.36   (+/-2cm)     795.1    (feet)  VERTCON   
 LA2043  ___________________________________________________________________
 LA2043  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 LA2043  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 LA2043
 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.The vertical order pertains to the NGVD 29 superseded value.
 LA2043
 LA2043.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2043
 LA2043.The geoid height was determined by GEOID03.
 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     -   0.99996727  x   0.99997761  =   0.99994488
 LA2043!UTM  16      -   0.99996727  x   0.99984876  =   0.99981604
 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|---------------------------------------------------------------------|
 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 (07/19/86)  242.50   (m)          795.6    (f) LEVELING    3  
 LA2043
 LA2043.Superseded values are not recommended for survey control.
 LA2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2043.See file dsdata.txt to determine how the superseded data were derived.
 LA2043
 LA2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4216626229(NAD 83)
 LA2043_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2043
 LA2043  HISTORY     - Date     Condition        Report By
 LA2043  HISTORY     - 1948     MONUMENTED       CGS
 LA2043  HISTORY     - 1955     SEE DESCRIPTION  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
 LA2043'NORTHEAST ANGLE OF THE INTERSECTION OF STATE HIGHWAY 3 AND A GRAVEL
 LA2043'CROSSROAD.  IT IS 77 FEET NORTHEAST
 LA2043'OF THE INTERSECTION, 48 FEET NORTH OF THE CENTER OF
 LA2043'THE GRAVEL ROAD, 40 FEET EAST OF THE CENTER OF HIGHWAY
 LA2043'3 AND 10 FEET SOUTHWEST OF A FENCE
 LA2043'LINE AND A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 LA2043'STAMPED FLAT 1948.
 LA2043'
 LA2043'REFERENCE MARK NO. 1 IS 73.90 FEET WEST OF THE STATION.  IT IS 49
 LA2043'FEET NORTH OF THE CENTER OF THE
 LA2043'GRAVEL ROAD, 29 FEET WEST OF THE CENTER OF THE HIGHWAY AND 16 FEET
 LA2043'SOUTHEAST OF A TELEPHONE POLE.  THE
 LA2043'DISK IS SET FLUSH IN A DRILL HOLE IN A CONCRETE CULVERT AND
 LA2043'IS STAMPED FLAT NO 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
 LA2043'HIGHWAY 3 AND 1 FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH AND THE
 LA2043'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
 LA2043'POST, 22 FEET WEST OF THE CENTER OF HIGHWAY 3 AND 19 FEET EAST OF A
 LA2043'FENCE LINE.  THE DISK IS SET FLUSH
 LA2043'IN A DRILL HOLE IN A CONCRETE CULVERT AND IS STAMPED FLAT
 LA2043'1948.
 LA2043'
 LA2043'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 224 AND STATE
 LA2043'HIGHWAY 3 IN MARKLE, GO
 LA2043'NORTHEAST ON HIGHWAY 3 FOR 3.4 MILES TO A GRAVEL CROSSROAD AND THE
 LA2043'STATION ON THE RIGHT AS DESCRIBED.
 LA2043'CONTINUE 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
 LA2043'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2047 ***********************************************************************
 JA2047  DESIGNATION -  FLENER
 JA2047  PID         -  JA2047
 JA2047  STATE/COUNTY-  IN/GIBSON
 JA2047  USGS QUAD   -  POSEYVILLE (1980)
 JA2047
 JA2047                         *CURRENT SURVEY CONTROL
 JA2047  ___________________________________________________________________
 JA2047* NAD 83(1997)-  38 13 58.43774(N)    087 45 38.80795(W)     ADJUSTED  
 JA2047* NAVD 88     -       157.     (meters)     515.     (feet)  SCALED    
 JA2047  ___________________________________________________________________
 JA2047  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 JA2047  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 JA2047
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2047
 JA2047.The geoid height was determined by GEOID03.
 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     -  OWENSVILLE MUNICIPAL TANK                055 07 26.0
 JA2047:UTM  16      -  OWENSVILLE MUNICIPAL TANK                055 10 31.7
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2047.See file dsdata.txt to determine how the superseded data were derived.
 JA2047
 JA2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3341731930(NAD 83)
 JA2047_MARKER: DS = TRIANGULATION STATION DISK
 JA2047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2047_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 JA2047'CYNTHIANA, 3 MILES SOUTH OF JOHNSON AND ON
 JA2047'PROPERTY OWNED BY HELEN FLENER.
 JA2047'
 JA2047'TO REACH THE STATION FROM THE MAUMEE GENERAL BAPTIST CHURCH IN
 JA2047'JOHNSON, GO WEST AND
 JA2047'SOUTH AND WEST ON STATE HIGHWAY 165 FOR 2.25 MILES TO A
 JA2047'CROSSROAD.  TURN LEFT AND GO
 JA2047'SOUTH ON COUNTY ROAD 1050 FOR 2.0 MILES
 JA2047'TO A T ROAD AND THE AZIMUTH MARK ON THE LEFT.
 JA2047'TURN SHARP LEFT AND GO
 JA2047'NORTHEAST UP A SANDY HILL FOR 0.2 MILE TO THE STATION ON THE
 JA2047'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
 JA2047'FEET SOUTHEAST OF A 10-INCH TREE WITH A TRIANGLE BLAZED ON
 JA2047'THE SOUTH SIDE AND 7.5 FEET
 JA2047'NORTH OF A FENCE.
 JA2047'
 JA2047'RM NO 1, STAMPED FLENER NO 1 1967 IS SET FLUSH WITH THE GROUND
 JA2047'SURFACE.  IT IS
 JA2047'1.5 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
 JA2047'FEET SOUTH OF A 12-INCH TREE, 2.1 FEET NORTHEAST
 JA2047'OF A METAL WITNESS POST AND 1 FOOT
 JA2047'NORTH OF A FENCE.
 JA2047'
 JA2047'AZIMUTH MARK, STAMPED FLENER 1967 PROJECTS 3 INCHES.  IT IS 20 FEET
 JA2047'NORTH OF THE
 JA2047'CENTER OF A GRAVELED ROAD, 14 FEET EAST OF THE CENTER OF
 JA2047'A WIRE GATE, 1.7 FEET NORTHWEST
 JA2047'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 = OCTOBER  6, 2006
 MD1489 ***********************************************************************
 MD1489  DESIGNATION -  FLINT
 MD1489  PID         -  MD1489
 MD1489  STATE/COUNTY-  IN/STEUBEN
 MD1489  USGS QUAD   -  ORLAND (1992)
 MD1489
 MD1489                         *CURRENT SURVEY CONTROL
 MD1489  ___________________________________________________________________
 MD1489* NAD 83(1997)-  41 38 05.08908(N)    085 07 33.75173(W)     ADJUSTED  
 MD1489* NAVD 88     -       315.     (meters)    1033.     (feet)  SCALED    
 MD1489  ___________________________________________________________________
 MD1489  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 MD1489  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 MD1489
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1489
 MD1489.The geoid height was determined by GEOID03.
 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  =   0.99985563
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1489.See file dsdata.txt to determine how the superseded data were derived.
 MD1489
 MD1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5608410920(NAD 83)
 MD1489_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1489
 MD1489  HISTORY     - Date     Condition        Report By
 MD1489  HISTORY     - 1946     MONUMENTED       CGS
 MD1489  HISTORY     - 1960     SEE DESCRIPTION  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 = OCTOBER  6, 2006
 LB2633 ***********************************************************************
 LB2633  DESIGNATION -  FLORA
 LB2633  PID         -  LB2633
 LB2633  STATE/COUNTY-  IN/CARROLL
 LB2633  USGS QUAD   -  FLORA (1986)
 LB2633
 LB2633                         *CURRENT SURVEY CONTROL
 LB2633  ___________________________________________________________________
 LB2633* NAD 83(1997)-  40 32 48.92741(N)    086 33 49.22586(W)     ADJUSTED  
 LB2633* NAVD 88     -       215.38   (+/-2cm)     706.6    (feet)  VERTCON   
 LB2633  ___________________________________________________________________
 LB2633  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 LB2633  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 LB2633
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2633
 LB2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2633
 LB2633.The geoid height was determined by GEOID03.
 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     -   0.99997156  x   0.99999051  =   0.99996207
 LB2633!UTM  16      -   0.99997156  x   0.99961680  =   0.99958837
 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|---------------------------------------------------------------------|
 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 (07/19/86)  215.49   (m)          707.0    (f) LEVELING    3  
 LB2633
 LB2633.Superseded values are not recommended for survey control.
 LB2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2633.See file dsdata.txt to determine how the superseded data were derived.
 LB2633
 LB2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3694688555(NAD 83)
 LB2633_MARKER: DS = TRIANGULATION STATION DISK
 LB2633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA1940 ***********************************************************************
 KA1940  DESIGNATION -  FLOYD
 KA1940  PID         -  KA1940
 KA1940  STATE/COUNTY-  IN/JOHNSON
 KA1940  USGS QUAD   -  GREENWOOD (1992)
 KA1940
 KA1940                         *CURRENT SURVEY CONTROL
 KA1940  ___________________________________________________________________
 KA1940* NAD 83(1997)-  39 36 19.36434(N)    086 05 58.16347(W)     ADJUSTED  
 KA1940* NAVD 88     -       250.01   (+/-2cm)     820.2    (feet)  VERTCON   
 KA1940  ___________________________________________________________________
 KA1940  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 KA1940  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KA1940
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1940
 KA1940.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1940
 KA1940.The geoid height was determined by GEOID03.
 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     -   0.99996599  x   0.99998367  =   0.99994966
 KA1940!UTM  16      -   0.99996599  x   0.99967358  =   0.99963958
 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  NGVD 29 (07/19/86)  250.13   (m)          820.6    (f) LEVELING    3  
 KA1940
 KA1940.Superseded values are not recommended for survey control.
 KA1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1940.See file dsdata.txt to determine how the superseded data were derived.
 KA1940
 KA1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7730984347(NAD 83)
 KA1940_MARKER: DS = TRIANGULATION STATION DISK
 KA1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2261 ***********************************************************************
 HZ2261  DESIGNATION -  FLOYD
 HZ2261  PID         -  HZ2261
 HZ2261  STATE/COUNTY-  IN/FLOYD
 HZ2261  USGS QUAD   -  LANESVILLE (1993)
 HZ2261
 HZ2261                         *CURRENT SURVEY CONTROL
 HZ2261  ___________________________________________________________________
 HZ2261* NAD 83(1997)-  38 14 28.91762(N)    085 55 51.81943(W)     ADJUSTED  
 HZ2261* NAVD 88     -       307.     (meters)    1007.     (feet)  SCALED    
 HZ2261  ___________________________________________________________________
 HZ2261  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 HZ2261  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 HZ2261
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2261
 HZ2261.The geoid height was determined by GEOID03.
 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     -   0.99995705  x   0.99997326  =   0.99993031
 HZ2261!UTM  16      -   0.99995705  x   0.99970776  =   0.99966483
 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 USGS 1947                    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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2261.See file dsdata.txt to determine how the superseded data were derived.
 HZ2261
 HZ2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9354333136(NAD 83)
 HZ2261_MARKER: DS = TRIANGULATION STATION DISK
 HZ2261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ1567 ***********************************************************************
 HZ1567  DESIGNATION -  FLOYD S 1
 HZ1567  PID         -  HZ1567
 HZ1567  STATE/COUNTY-  IN/FLOYD
 HZ1567  USGS QUAD   -  NEW ALBANY (1992)
 HZ1567
 HZ1567                         *CURRENT SURVEY CONTROL
 HZ1567  ___________________________________________________________________
 HZ1567* NAD 83(1986)-  38 16 07.     (N)    085 50 38.     (W)     SCALED    
 HZ1567* NAVD 88     -       132.632  (meters)     435.14   (feet)  ADJUSTED  
 HZ1567  ___________________________________________________________________
 HZ1567  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HZ1567  DYNAMIC HT  -         132.542 (meters)     434.85  (feet)  COMP
 HZ1567  MODELED GRAV-     979,945.7   (mgal)                       NAVD 88
 HZ1567
 HZ1567  VERT ORDER  -  FIRST     CLASS II
 HZ1567
 HZ1567.The horizontal coordinates were scaled from a topographic map and have
 HZ1567.an estimated accuracy of +/- 6 seconds.
 HZ1567
 HZ1567.The orthometric height was determined by differential leveling
 HZ1567.and adjusted by the National Geodetic Survey in June 1991..
 HZ1567
 HZ1567.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1567.See file dsdata.txt to determine how the superseded data were derived.
 HZ1567
 HZ1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH011362(NAD 83)
 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             NGS
 HZ1567
 HZ1567                          STATION DESCRIPTION
 HZ1567
 HZ1567'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1640 ***********************************************************************
 HZ1640  DESIGNATION -  FLOYD S 7
 HZ1640  PID         -  HZ1640
 HZ1640  STATE/COUNTY-  IN/FLOYD
 HZ1640  USGS QUAD   -  NEW ALBANY (1992)
 HZ1640
 HZ1640                         *CURRENT SURVEY CONTROL
 HZ1640  ___________________________________________________________________
 HZ1640* NAD 83(1986)-  38 18 00.     (N)    085 47 30.     (W)     SCALED    
 HZ1640* NAVD 88     -       141.635  (meters)     464.68   (feet)  ADJUSTED  
 HZ1640  ___________________________________________________________________
 HZ1640  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HZ1640  DYNAMIC HT  -         141.539 (meters)     464.37  (feet)  COMP
 HZ1640  MODELED GRAV-     979,953.4   (mgal)                       NAVD 88
 HZ1640
 HZ1640  VERT ORDER  -  FIRST     CLASS II
 HZ1640
 HZ1640.The horizontal coordinates were scaled from a topographic map and have
 HZ1640.an estimated accuracy of +/- 6 seconds.
 HZ1640
 HZ1640.The orthometric height was determined by differential leveling
 HZ1640.and adjusted by the National Geodetic Survey in June 1991..
 HZ1640
 HZ1640.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1640.See file dsdata.txt to determine how the superseded data were derived.
 HZ1640
 HZ1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH056397(NAD 83)
 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             NGS
 HZ1640
 HZ1640                          STATION DESCRIPTION
 HZ1640
 HZ1640'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1988 ***********************************************************************
 JA1988  DESIGNATION -  FOLSOM
 JA1988  PID         -  JA1988
 JA1988  STATE/COUNTY-  IN/WARRICK
 JA1988  USGS QUAD   -  DE GONIA SPRINGS (1977)
 JA1988
 JA1988                         *CURRENT SURVEY CONTROL
 JA1988  ___________________________________________________________________
 JA1988* NAD 83(1997)-  38 06 19.41157(N)    087 13 11.13218(W)     ADJUSTED  
 JA1988* NAVD 88     -       147.39   (+/-2cm)     483.6    (feet)  VERTCON   
 JA1988  ___________________________________________________________________
 JA1988  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 JA1988  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 JA1988
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1988
 JA1988.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1988
 JA1988.The geoid height was determined by GEOID03.
 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     -   0.99998180  x   0.99996843  =   0.99995023
 JA1988!UTM  16      -   0.99998180  x   0.99960457  =   0.99958638
 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 (07/19/86)  147.49   (m)          483.9    (f) LEVELING    3  
 JA1988
 JA1988.Superseded values are not recommended for survey control.
 JA1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1988.See file dsdata.txt to determine how the superseded data were derived.
 JA1988
 JA1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8073317531(NAD 83)
 JA1988_MARKER: DS = TRIANGULATION STATION DISK
 JA1988_SETTING: 0 = UNSPECIFIED SETTING
 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
 JA1988'OF THE APPROXIMATE CENTER OF BLACK-TOP ROAD, 11
 JA1988'FEET W OF N AND S FENCE, AND 10 FEET
 JA1988'S OF WHITE WITNESS POST.  THE
 JA1988'DISK IS STAMPED FOLSOM 1945.
 JA1988'
 JA1988'STATION MARK IS A BRONZE STATION DISK IN CONCRETE.  UNDERGROUND MARK
 JA1988'IS A BRONZE
 JA1988'STATION DISK IN CONCRETE.
 JA1988'
 JA1988'REFERENCE MARK 1 IS 58.56 FEET E OF STATION, 27 FEET E OF APPROXIMATE
 JA1988'CENTER OF
 JA1988'BLACK-TOP ROAD, AND 3 FEET N OF FENCE CORNER.  IT IS A
 JA1988'BRONZE REFERENCE DISK IN
 JA1988'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
 JA1988'OF BLACK-TOP ROAD , 15 FEET SW OF POWER LINE
 JA1988'SUPPORT POLE, 7 FEET W OF FENCE
 JA1988'CORNER, AND 1 FOOT N OF E AND W
 JA1988'FENCE.  IT IS A BRONZE REFERENCE DISK IN CONCRETE,
 JA1988'STAMPED FOLSOM NO
 JA1988'2 1945, AND PROJECTS ABOUT 4 INCHES.
 JA1988'
 JA1988'AZIMUTH MARK IS APPROIMATE 0.2 MILES S OF STATION, 30 FEET E OF THE
 JA1988'APPROXIMATE CENTER
 JA1988'OF A BLACK-TOP ROAD, 24 FEET W OF THE APPROXIMATE
 JA1988'CENTER OF A GRAVEL CROSS ROAD, 3 FEET
 JA1988'W OF A WHITE WITNESS POST, AND
 JA1988'1 FOOT N OF A FENCE.  IT IS A BRONZE AZIMUTH DISK IN
 JA1988'CONCRETE,
 JA1988'STAMPED FOLSOM 1945, AND PROJECTS ABOUT 5 INCHES.
 JA1988'
 JA1988'TO REACH THE STATION FROM BOONVILLE, AT THE NE CORNER OF COURTHOUSE
 JA1988'SQUARE AND
 JA1988'JUNCTION OF STATE HIGHWAYS 61 AND 62, GO E ON HIGHWAY 62
 JA1988'FOR 1 BLOCK AND SIGN
 JA1988'FOLSOMVILLE 9 MILES, TURN LEFT AND FOLLOW ROUGH
 JA1988'PAVEMENT FOR 1.1 MILES TO A FORK IN
 JA1988'ROAD, KEEP RIGHT FORK FOR 3.6
 JA1988'MILES TO AZIMUTH MARK ON RIGHT AT CROSS ROADS,
 JA1988'CONTINUE STRAIGHT
 JA1988'AHEAD 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 = OCTOBER  6, 2006
 LA2033 ***********************************************************************
 LA2033  DESIGNATION -  FORD
 LA2033  PID         -  LA2033
 LA2033  STATE/COUNTY-  IN/BLACKFORD
 LA2033  USGS QUAD   -  MONTPELIER (1962)
 LA2033
 LA2033                         *CURRENT SURVEY CONTROL
 LA2033  ___________________________________________________________________
 LA2033* NAD 83(1997)-  40 31 24.60549(N)    085 22 08.70946(W)     ADJUSTED  
 LA2033* NAVD 88     -       272.     (meters)     892.     (feet)  SCALED    
 LA2033  ___________________________________________________________________
 LA2033  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 LA2033  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 LA2033
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2033
 LA2033.The geoid height was determined by GEOID03.
 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     -   0.99996270  x   0.99997449  =   0.99993719
 LA2033!UTM  16      -   0.99996270  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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2033.See file dsdata.txt to determine how the superseded data were derived.
 LA2033
 LA2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3814887141(NAD 83)
 LA2033_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 LA2033'MONTPELIER AND ABOUT 11 MILES SOUTH-SOUTHEAST OF WARREN, ON THE
 LA2033'PROPERTY OF MR. JOHN FORD.  THE
 LA2033'MARK IS 28 FEET NORTH OF A GRAVELED ROAD RUNNING
 LA2033'EAST AND WEST, 15 FEET NORTHWEST OF A TELEPHONE
 LA2033'POLE AND FENCE CORNER, AND 10
 LA2033'FEET NORTH 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
 LA2033'NORTH ON STATE HIGHWAY 3 FOR 4.6 MILES TO THE AZIMUTH MARK ON
 LA2033'THE LEFT, CONTINUE NORTH FOR 0.4
 LA2033'MILE TO A CROSSROAD, TURN RIGHT AND GO EAST FOR
 LA2033'0.05 MILE TO A FARMHOUSE AND STATION ON 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
 LA2033'NORTH OF A WIRE FENCE.
 LA2033'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED FORD NO 1
 LA2033'1955.
 LA2033'
 LA2033'REFERENCE MARK 2 IS 23 FEET NORTHWEST OF A FENCE CORNER AND 15 FEET
 LA2033'EAST OF A BARN.  THE
 LA2033'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED FORD NO 2
 LA2033'1955.
 LA2033'
 LA2033'THE AZIMUTH MARK IS 27 FEET WEST OF STATE HIGHWAY 3, 4 FEET SOUTHEAST
 LA2033'OF A 4 INCH X 4 INCH
 LA2033'WITNESS POST, 4 FEET EAST OF A FENCE, AND 4 FEET NORTHEAST OF A FENCE
 LA2033'CORNER.  THE MARK PROJECTS 4 INCHES,
 LA2033'AND THE DISK IS STAMPED FORD 1955.
 LA2033'
 LA2033'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2192 ***********************************************************************
 LB2192  DESIGNATION -  FORESMAN
 LB2192  PID         -  LB2192
 LB2192  STATE/COUNTY-  IN/NEWTON
 LB2192  USGS QUAD   -  GOODLAND (1976)
 LB2192
 LB2192                         *CURRENT SURVEY CONTROL
 LB2192  ___________________________________________________________________
 LB2192* NAD 83(1997)-  40 51 58.08976(N)    087 17 47.56755(W)     ADJUSTED  
 LB2192* NAVD 88     -       199.     (meters)     653.     (feet)  SCALED    
 LB2192  ___________________________________________________________________
 LB2192  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 LB2192  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LB2192
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2192
 LB2192.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2192.See file dsdata.txt to determine how the superseded data were derived.
 LB2192
 LB2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7501023939(NAD 83)
 LB2192_MARKER: DS = TRIANGULATION STATION DISK
 LB2192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2372 ***********************************************************************
 LB2372  DESIGNATION -  FOREST
 LB2372  PID         -  LB2372
 LB2372  STATE/COUNTY-  IN/HOWARD
 LB2372  USGS QUAD   -  GALVESTON (1994)
 LB2372
 LB2372                         *CURRENT SURVEY CONTROL
 LB2372  ___________________________________________________________________
 LB2372* NAD 83(1997)-  40 31 54.74157(N)    086 07 36.04908(W)     ADJUSTED  
 LB2372* NAVD 88     -       254.     (meters)     833.     (feet)  SCALED    
 LB2372  ___________________________________________________________________
 LB2372  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 LB2372  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LB2372
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2372
 LB2372.The geoid height was determined by GEOID03.
 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     -   0.99996556  x   0.99998536  =   0.99995092
 LB2372!UTM  16      -   0.99996556  x   0.99966734  =   0.99963291
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2372.See file dsdata.txt to determine how the superseded data were derived.
 LB2372
 LB2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7396587159(NAD 83)
 LB2372_MARKER: DS = TRIANGULATION STATION DISK
 LB2372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2373 ***********************************************************************
 LB2373  DESIGNATION -  FOREST 2
 LB2373  PID         -  LB2373
 LB2373  STATE/COUNTY-  IN/HOWARD
 LB2373  USGS QUAD   -  GALVESTON (1994)
 LB2373
 LB2373                         *CURRENT SURVEY CONTROL
 LB2373  ___________________________________________________________________
 LB2373* NAD 83(1997)-  40 31 54.15571(N)    086 07 36.39814(W)     ADJUSTED  
 LB2373* NAVD 88     -       254.     (meters)     833.     (feet)  SCALED    
 LB2373  ___________________________________________________________________
 LB2373  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 LB2373  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LB2373
 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.No horizontal observational check was made to the station.
 LB2373
 LB2373.The orthometric height was scaled from a topographic map.
 LB2373
 LB2373.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2373
 LB2373.The geoid height was determined by GEOID03.
 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     -   0.99996556  x   0.99998537  =   0.99995093
 LB2373!UTM  16      -   0.99996556  x   0.99966733  =   0.99963290
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2373.See file dsdata.txt to determine how the superseded data were derived.
 LB2373
 LB2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7395787141(NAD 83)
 LB2373_MARKER: DS = TRIANGULATION STATION DISK
 LB2373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2373_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1835 ***********************************************************************
 JA1835  DESIGNATION -  FORK
 JA1835  PID         -  JA1835
 JA1835  STATE/COUNTY-  IN/SPENCER
 JA1835  USGS QUAD   -  FULDA (1978)
 JA1835
 JA1835                         *CURRENT SURVEY CONTROL
 JA1835  ___________________________________________________________________
 JA1835* NAD 83(1997)-  38 00 10.23476(N)    086 50 04.69196(W)     ADJUSTED  
 JA1835* NAVD 88     -       138.     (meters)     453.     (feet)  SCALED    
 JA1835  ___________________________________________________________________
 JA1835  LAPLACE CORR-          -5.17  (seconds)                    DEFLEC99
 JA1835  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 JA1835
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1835
 JA1835.The geoid height was determined by GEOID03.
 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  =   0.99958596
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1835.See file dsdata.txt to determine how the superseded data were derived.
 JA1835
 JA1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1451806143(NAD 83)
 JA1835_MARKER: DS = TRIANGULATION STATION DISK
 JA1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD0646 ***********************************************************************
 MD0646  DESIGNATION -  FORT
 MD0646  PID         -  MD0646
 MD0646  STATE/COUNTY-  IN/ALLEN
 MD0646  USGS QUAD   -  FORT WAYNE WEST (1981)
 MD0646
 MD0646                         *CURRENT SURVEY CONTROL
 MD0646  ___________________________________________________________________
 MD0646* NAD 83(1997)-  41 04 35.72792(N)    085 11 08.60783(W)     ADJUSTED  
 MD0646* NAVD 88     -       243.113  (meters)     797.61   (feet)  ADJUSTED  
 MD0646  ___________________________________________________________________
 MD0646  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 MD0646  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MD0646  DYNAMIC HT  -         243.018 (meters)     797.30  (feet)  COMP
 MD0646  MODELED GRAV-     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
 MD0646.and adjusted by the National Geodetic Survey in June 1991..
 MD0646
 MD0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0646
 MD0646.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996703  x   0.99998676  =   0.99995380
 MD0646!UTM  16      -   0.99996703  x   0.99988589  =   0.99985293
 MD0646
 MD0646:                Primary Azimuth Mark                     Grid Az
 MD0646:SPC IN E     -  FORT WAYNE SALISBURY AXLE STK            024 28 45.4
 MD0646:UTM  16      -  FORT WAYNE SALISBURY AXLE STK            023 36 10.7
 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
 MD0646.Superseded values are not recommended for survey control.
 MD0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0646.See file dsdata.txt to determine how the superseded data were derived.
 MD0646
 MD0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5241048845(NAD 83)
 MD0646_MARKER: DS = TRIANGULATION STATION DISK
 MD0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0646_STAMPING: FORT 1946
 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     SEE DESCRIPTION  CGS
 MD0646  HISTORY     - 1968     SEE DESCRIPTION  CGS
 MD0646  HISTORY     - 1968     SEE DESCRIPTION  CGS
 MD0646  HISTORY     - 1968     GOOD             NGS
 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
 MD0646'RAILROAD MAIN LINE.  IT IS 100 FEET NORTH OF THE TRACKS, 142 FEET
 MD0646'SOUTH OF THE CENTERLINE OF THE ROAD,
 MD0646'59 FEET NORTHEAST OF POWER POLE NO. 50-536 AND 99 FEET EAST OF
 MD0646'A 12 INCH OAK TREE.  THE MARK IS FLUSH AND THE
 MD0646'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
 MD0646'THE ROAD AND 73 FEET SOUTH OF THE SOUTHEAST CORNER OF A WHITE HOUSE.
 MD0646'THE MARK PROJECTS ABOUT 2 INCHES AND THE
 MD0646'DISK IS STAMPED FORT NO 1 1946.
 MD0646'
 MD0646'REFERENCE MARK NO. 2 IS 93.86 FEET WEST OF THE STATION.  IT IS 15
 MD0646'FEET SOUTH OF AN OLD ROAD AND 7
 MD0646'FEET SOUTHEAST OF A 12 INCH OAK TREE.  THE MARK PROJECTS ABOUT 2
 MD0646'INCHES AND THE DISK IS STAMPED FORT
 MD0646'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
 MD0646'EAST OF THE CENTER OF THE ROAD AND 3 FEET SOUTH OF A WHITE WITNESS
 MD0646'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
 MD0646'WEST ON WASHINGTON STREET (U.S. HIGHWAY 24 AND STATE HIGHWAY 14) FOR
 MD0646'1.5 MILES TO THE BRIDGE OVER THE
 MD0646'MAUMEE RIVER, CONTINUE STRIGHT AHEAD FOR 0.75 MILE TO A
 MD0646'CEMETERY ON THE RIGHT AND THE HIGHWAY CURVES
 MD0646'LEFT AND A ROAD STRAIGHT AHEAD, CONTINUE
 MD0646'STRAIGHT AHEAD BETWEEN THE CEMETERY AND THE RAILROAD TRACKS ON
 MD0646'GRAVEL ROAD FOR 0.2 MILE TO A T-ROAD
 MD0646'RIGHT, * CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO WHERE MAIN ROAD
 MD0646'CURVES RIGHT AND A DIM ROAD STRAIGHT
 MD0646'AHEAD, CONTINUE STRAIGHT AHEAD ON DIM ROAD ALONG THE NORTH SIDE
 MD0646'OF THE RAILROAD 0.1 MILE TO THE STATION ON
 MD0646'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
 MD0646'HALFWAY ITS LENGTH, OTHERWISE ESSENTIALLY AS DESCRIBED.  THE SAID
 MD0646'REFERENCE MARK WAS REPLACED AND
 MD0646'REINFORCED WITH ADDITIONAL CONCRETE.  AZIMUTH MARK IS NOW
 MD0646'OBSTRUCTED 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
 MD0646'S OF COURTHOUSE IN FORT WAYNE TO HWY. TURN UNDER R.R., THENCE 0.5
 MD0646'MILE W ON PAVED AND TRACK ROADS ALONG N
 MD0646'SIDE OF PENNSYLVANIA R.R. TO TOP OF RISE AND STATION ON
 MD0646'RIGHT, 86.9 FEET N OF N RAIL OF MAIN LINE DOUBLE
 MD0646'TRACKS, ESTIMATED 8 FEET HIGHER THAN SAME,
 MD0646'98-1/2 FEET E OF 20-INCH OAK AT SE CORNER OF A WOODS, FLUSH, 1A AND
 MD0646'7A 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
 MD0646'111.07 FEET OR 33.854 METERS NNE IN AZIMUTH 208 DEG 19 MIN FROM
 MD0646'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
 MD0646'ROAD, AND 2.1 FEET HIGHER THAN 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
 MD0646'W IN AZIMUTH 104 DEG 22 MIN FROM STATION, 61 FEET S OF TOP OF R.R.
 MD0646'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
 MD0646'STATION, ESTIMATED 125 YARDS N OF R.R., 50 FEET S OF CEMETERY GATE,
 MD0646'18 FEET E OF C/L OF LINDENWOOD AVE., 1.4
 MD0646'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
 MD0646'GOOD CONDITION.
 MD0646'THE AZIMUTH MARK WAS FOUND DESTROYED.
 MD0646'THE STATION MAY BE REACHED BY GOING
 MD0646'2.55 MILES NORTHWEST ALONG THE
 MD0646'PENN CENTRAL RAILROAD FROM THE STATION AT FORT WAYNE,
 MD0646'THE STATION IS
 MD0646'ABOUT 0.35 MILE NORTHWEST OF THE OVERPASS OVER LINDENWOOD AVENUE,
 MD0646'0.2 MILE NORTHWEST
 MD0646'OF MILEPOST 322, AT THE HIGHEST POINT IN THE
 MD0646'VICINITY, 87 FEET NORTHEAST OF THE
 MD0646'NORTHEAST RAIL OF THE WESTBOUND
 MD0646'TRACK, 90 FEET NORTHWEST OF A LONE 24 INCH APPLE
 MD0646'TREE, 28 FEET
 MD0646'NORTHEAST OF THE CENTER LINE OF A NARROW ROAD PARALLELING THE
 MD0646'TRACK, 10 FEET
 MD0646'ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 MD0646'POST PROJECTING 4 INCHES
 MD0646'ABOVE THE LEVEL OF THE GROUND.  THE DISK
 MD0646'IS STAMPED FORT 1946.
 MD0646'
 MD0646'FORT RM 1 IS 111.1 FEET NORTHEAST OF THE STATION MARK, 30 FEET
 MD0646'SOUTHWEST OF THE
 MD0646'CENTER LINE OF BERNE WAY, NEAR THE JUNCTION OF A
 MD0646'DRIVEWAY TO A RESIDENCE AT 3524
 MD0646'BERNE WAY, 2 FEET ABOVE THE LEVEL
 MD0646'OF BERNE WAY AND SET IN THE TOP OF A CONCRETE POST
 MD0646'PROJECTING 6
 MD0646'INCHES ABOVE THE LEVEL OF THE GROUND.  THE DISK IS STAMPED FORT NO 1
 MD0646'1946.
 MD0646'
 MD0646'FORT RM 2 IS 93.9 FEET NORTHWEST OF THE STATION.  81 FEET NORTHEAST
 MD0646'OF THE NORTHEAST
 MD0646'RAIL OF THE WESTBOUND TRACK, 6-1/2 FEET SOUTH OF A
 MD0646'30 INCH OAK TREE, NEAR THE SOUTH
 MD0646'CORNER OF A WOODED AREA, 1.8 FEET
 MD0646'SOUTHEAST OF A METAL WITNESS POST, 8 FEET ABOVE THE
 MD0646'LEVEL OF THE
 MD0646'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 MD0646'ABOVE THE LEVEL OF
 MD0646'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
 MD0646'THE PENN CENTRAL
 MD0646'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
 MD0646'CEMETERY, SET ON THE TOP OF THE NORTHEAST END OF THE
 MD0646'SOUTHEAST ABUTMENT OF THE
 MD0646'OVERPASS OVER LINDENWOOD AVENUE, 8.3
 MD0646'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 MD0646'WESTBOUND TRACK AND
 MD0646'2 FEET BELOW THE LEVEL OF THE TRACK.  THE DISK IS STAMPED X
 MD0646'333 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
 MD0646'IN AND USED AS AN AZIMUTH MARK SINCE THE OLD AZIMUTH
 MD0646'MARK WAS REPORTED DESTROYED.  THE
 MD0646'DESCRIPTION IS GOOD.  A METAL WITNESS
 MD0646'POST WAS SET 1 FOOT NORTH OF THE STATION MARK.  A
 MD0646'DESCRIPTION FOR THE
 MD0646'NEW AZIMUTH MARK FOLLOWS-
 MD0646'
 MD0646'BENCH MARK X 333 1968 (AZIMUTH MARK) IS 0.35 MILE
 MD0646'EAST-SOUTHEAST OF
 MD0646'THE STATION, NEAR THE SOUTHWEST
 MD0646'CORNER OF THE LINDENWOOD CEMETERY,
 MD0646'SET ON THE TOP
 MD0646'OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF
 MD0646'THE OVERPASS FOR THE PENN CENTRAL RAILROAD OVER
 MD0646'LINDENWOOD AVENUE,
 MD0646'8.3 FEET NORTHEAST OF THE NORHTEAST
 MD0646'RAIL OF THE WEST BOUND TRACK, AND 2
 MD0646'FEET BELOW
 MD0646'THE LEVEL OF THE TRACK.  THE DISK IS STAMPED X 333
 MD0646'1968 AND 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 NATIONAL 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.
 MD0646'
 MD0646'BM X 333 (AZIM) RECOVERED GOOD.
 MD0646'
 MD0646'FORT NO. 1 1946 RECOVERED GOOD.
 MD0646'
 MD0646'FORT NO. 2 1946 RECOVERED GOOD.
 MD0646'
 MD0646'LINE OF SIGHT FROM STATION TO AZIM. IS OBSTRUCTED BY BRUSH AND
 MD0646'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 = OCTOBER  6, 2006
 JA2026 ***********************************************************************
 JA2026  DESIGNATION -  FORT BRANCH ATT MICROWAVE KSP
 JA2026  PID         -  JA2026
 JA2026  STATE/COUNTY-  IN/GIBSON
 JA2026  USGS QUAD   -  HAUBSTADT (1989)
 JA2026
 JA2026                         *CURRENT SURVEY CONTROL
 JA2026  ___________________________________________________________________
 JA2026* NAD 83(1997)-  38 14 18.44836(N)    087 33 52.16986(W)     ADJUSTED  
 JA2026* NAVD 88     -                                                        
 JA2026  ___________________________________________________________________
 JA2026  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 JA2026  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 JA2026
 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
 JA2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2026
 JA2026.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA2026
 JA2026  NAD 83(1993)-  38 14 18.45430(N)    087 33 52.16962(W) AD(       ) 4
 JA2026  NAD 83(1986)-  38 14 18.45766(N)    087 33 52.17160(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2026.See file dsdata.txt to determine how the superseded data were derived.
 JA2026
 JA2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5060032424(NAD 83)
 JA2026_MARKER: 45 = MICROWAVE TOWER
 JA2026
 JA2026  HISTORY     - Date     Condition        Report By
 JA2026  HISTORY     - 1967     FIRST OBSERVED   CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2030 ***********************************************************************
 JA2030  DESIGNATION -  FORT BRANCH EMGE PACKING TANK
 JA2030  PID         -  JA2030
 JA2030  STATE/COUNTY-  IN/GIBSON
 JA2030  USGS QUAD   -  HAUBSTADT (1989)
 JA2030
 JA2030                         *CURRENT SURVEY CONTROL
 JA2030  ___________________________________________________________________
 JA2030* NAD 83(1997)-  38 14 37.39759(N)    087 35 01.50589(W)     ADJUSTED  
 JA2030* NAVD 88     -                                                        
 JA2030  ___________________________________________________________________
 JA2030  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 JA2030  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JA2030
 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
 JA2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2030
 JA2030.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA2030
 JA2030  NAD 83(1993)-  38 14 37.40361(N)    087 35 01.50556(W) AD(       ) 4
 JA2030  NAD 83(1986)-  38 14 37.40684(N)    087 35 01.50728(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2030.See file dsdata.txt to determine how the superseded data were derived.
 JA2030
 JA2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4891833018(NAD 83)
 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 = OCTOBER  6, 2006
 JA2029 ***********************************************************************
 JA2029  DESIGNATION -  FORT BRANCH EMGE STACK
 JA2029  PID         -  JA2029
 JA2029  STATE/COUNTY-  IN/GIBSON
 JA2029  USGS QUAD   -  HAUBSTADT (1989)
 JA2029
 JA2029                         *CURRENT SURVEY CONTROL
 JA2029  ___________________________________________________________________
 JA2029* NAD 83(1997)-  38 14 35.45810(N)    087 35 02.90738(W)     ADJUSTED  
 JA2029* NAVD 88     -                                                        
 JA2029  ___________________________________________________________________
 JA2029  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 JA2029  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JA2029
 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
 JA2029.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2029
 JA2029.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA2029
 JA2029  NAD 83(1993)-  38 14 35.46417(N)    087 35 02.90711(W) AD(       ) 4
 JA2029  NAD 83(1986)-  38 14 35.46733(N)    087 35 02.90880(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2029.See file dsdata.txt to determine how the superseded data were derived.
 JA2029
 JA2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4888432959(NAD 83)
 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 = OCTOBER  6, 2006
 JA2031 ***********************************************************************
 JA2031  DESIGNATION -  FORT BRANCH MUNICIPAL TANK
 JA2031  PID         -  JA2031
 JA2031  STATE/COUNTY-  IN/GIBSON
 JA2031  USGS QUAD   -  HAUBSTADT (1989)
 JA2031
 JA2031                         *CURRENT SURVEY CONTROL
 JA2031  ___________________________________________________________________
 JA2031* NAD 83(1997)-  38 14 44.74562(N)    087 34 59.81322(W)     ADJUSTED  
 JA2031* NAVD 88     -                                                        
 JA2031  ___________________________________________________________________
 JA2031  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 JA2031  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JA2031
 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
 JA2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2031
 JA2031.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA2031
 JA2031  NAD 83(1993)-  38 14 44.75174(N)    087 34 59.81299(W) AD(       ) 4
 JA2031  NAD 83(1986)-  38 14 44.75489(N)    087 34 59.81459(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2031.See file dsdata.txt to determine how the superseded data were derived.
 JA2031
 JA2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4896133244(NAD 83)
 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 = OCTOBER  6, 2006
 MD0645 ***********************************************************************
 MD0645  DESIGNATION -  FORT RM 1
 MD0645  PID         -  MD0645
 MD0645  STATE/COUNTY-  IN/ALLEN
 MD0645  USGS QUAD   -  FORT WAYNE WEST (1981)
 MD0645
 MD0645                         *CURRENT SURVEY CONTROL
 MD0645  ___________________________________________________________________
 MD0645* NAD 83(1986)-  41 04 36.     (N)    085 11 09.     (W)     SCALED    
 MD0645* NAVD 88     -       241.406  (meters)     792.01   (feet)  ADJUSTED  
 MD0645  ___________________________________________________________________
 MD0645  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MD0645  DYNAMIC HT  -         241.311 (meters)     791.70  (feet)  COMP
 MD0645  MODELED GRAV-     980,225.4   (mgal)                       NAVD 88
 MD0645
 MD0645  VERT ORDER  -  FIRST     CLASS I
 MD0645
 MD0645.The horizontal coordinates were scaled from a topographic map and have
 MD0645.an estimated accuracy of +/- 6 seconds.
 MD0645
 MD0645.The orthometric height was determined by differential leveling
 MD0645.and adjusted by the National Geodetic Survey in June 1991..
 MD0645
 MD0645.The geoid height was determined by GEOID03.
 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     -   647,180.      140,410.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0645.See file dsdata.txt to determine how the superseded data were derived.
 MD0645
 MD0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL524488(NAD 83)
 MD0645_MARKER: DR = REFERENCE MARK DISK
 MD0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0645_STAMPING: FORT NO 1 1946
 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             NGS
 MD0645  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0645
 MD0645                          STATION DESCRIPTION
 MD0645
 MD0645'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0647 ***********************************************************************
 MD0647  DESIGNATION -  FORT RM 2
 MD0647  PID         -  MD0647
 MD0647  STATE/COUNTY-  IN/ALLEN
 MD0647  USGS QUAD   -  FORT WAYNE WEST (1981)
 MD0647
 MD0647                         *CURRENT SURVEY CONTROL
 MD0647  ___________________________________________________________________
 MD0647* NAD 83(1986)-  41 04 36.     (N)    085 11 09.     (W)     SCALED    
 MD0647* NAVD 88     -       243.548  (meters)     799.04   (feet)  ADJUSTED  
 MD0647  ___________________________________________________________________
 MD0647  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MD0647  DYNAMIC HT  -         243.453 (meters)     798.73  (feet)  COMP
 MD0647  MODELED GRAV-     980,225.4   (mgal)                       NAVD 88
 MD0647
 MD0647  VERT ORDER  -  FIRST     CLASS I
 MD0647
 MD0647.The horizontal coordinates were scaled from a topographic map and have
 MD0647.an estimated accuracy of +/- 6 seconds.
 MD0647
 MD0647.The orthometric height was determined by differential leveling
 MD0647.and adjusted by the National Geodetic Survey in June 1991..
 MD0647
 MD0647.The geoid height was determined by GEOID03.
 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     -   647,180.      140,410.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0647.See file dsdata.txt to determine how the superseded data were derived.
 MD0647
 MD0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL524488(NAD 83)
 MD0647_MARKER: DR = REFERENCE MARK DISK
 MD0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0647_STAMPING: FORT NO 2 1946
 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             NGS
 MD0647  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0647
 MD0647                          STATION DESCRIPTION
 MD0647
 MD0647'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1564 ***********************************************************************
 MD1564  DESIGNATION -  FORT WAYNE ALLIED MILLS TANK
 MD1564  PID         -  MD1564
 MD1564  STATE/COUNTY-  IN/ALLEN
 MD1564  USGS QUAD   -  FORT WAYNE WEST (1981)
 MD1564
 MD1564                         *CURRENT SURVEY CONTROL
 MD1564  ___________________________________________________________________
 MD1564* NAD 83(1997)-  41 04 49.63067(N)    085 10 04.11739(W)     ADJUSTED  
 MD1564* NAVD 88     -                                                        
 MD1564  ___________________________________________________________________
 MD1564  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 MD1564  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MD1564
 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
 MD1564.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1564
 MD1564.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1564
 MD1564  NAD 83(1995)-  41 04 49.63170(N)    085 10 04.12179(W) AD(       ) 4
 MD1564  NAD 83(1986)-  41 04 49.63218(N)    085 10 04.13115(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1564.See file dsdata.txt to determine how the superseded data were derived.
 MD1564
 MD1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5390649305(NAD 83)
 MD1564
 MD1564  HISTORY     - Date     Condition        Report By
 MD1564  HISTORY     - 1946     MONUMENTED       CGS
 MD1564  HISTORY     - 1963     SEE DESCRIPTION  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 = OCTOBER  6, 2006
 MD1548 ***********************************************************************
 MD1548  DESIGNATION -  FORT WAYNE BOWSER INC TANK
 MD1548  PID         -  MD1548
 MD1548  STATE/COUNTY-  IN/ALLEN
 MD1548  USGS QUAD   -  FORT WAYNE EAST (1981)
 MD1548
 MD1548                         *CURRENT SURVEY CONTROL
 MD1548  ___________________________________________________________________
 MD1548* NAD 83(1997)-  41 03 47.58655(N)    085 07 12.30208(W)     ADJUSTED  
 MD1548* NAVD 88     -                                                        
 MD1548  ___________________________________________________________________
 MD1548  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 MD1548  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MD1548
 MD1548  HORZ ORDER  -  THIRD
 MD1548
 MD1548.The horizontal coordinates were established by classical geodetic methods
 MD1548.and adjusted by the National Geodetic Survey in May 1999..
 MD1548
 MD1548
 MD1548.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1548
 MD1548.The geoid height was determined by GEOID03.
 MD1548
 MD1548;                    North         East     Units Scale Factor Converg.
 MD1548;SPC IN E     -   645,722.610   145,941.439   MT  0.99999263   +0 21 32.6
 MD1548;SPC IN E     - 2,118,508.26    478,809.54   sFT  0.99999263   +0 21 32.6
 MD1548;UTM  16      - 4,547,477.507   657,956.600   MT  0.99990708   +1 14 06.6
 MD1548
 MD1548                          SUPERSEDED SURVEY CONTROL
 MD1548
 MD1548  NAD 83(1995)-  41 03 47.58720(N)    085 07 12.30640(W) AD(       ) 4
 MD1548  NAD 83(1986)-  41 03 47.58801(N)    085 07 12.31613(W) AD(       ) 4
 MD1548  NAD 27      -  41 03 47.41500(N)    085 07 12.42600(W) AD(       ) 3
 MD1548
 MD1548.Superseded values are not recommended for survey control.
 MD1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1548.See file dsdata.txt to determine how the superseded data were derived.
 MD1548
 MD1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5795747478(NAD 83)
 MD1548
 MD1548  HISTORY     - Date     Condition        Report By
 MD1548  HISTORY     - 1946     MONUMENTED       CGS
 MD1548  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MD1548  HISTORY     - 20030705 MARK NOT FOUND   GEOCAC
 MD1548
 MD1548                          STATION DESCRIPTION
 MD1548
 MD1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1548'THE STATION IS LOCATED IN SOUTH SECTION OF FORT WAYNE.  IT IS A
 MD1548'4-LEGGED STEEL
 MD1548'STRUCTURE ABOUT 200 FEET TALL AND IS PAINTED BLACK EXCEPT FOR A LARGE
 MD1548'WHITE E ON THE NORTH, SOUTH, EAST
 MD1548'AND WEST SIDES.  THE POINT OBSERVED WAS THE BALL AT THE APEX OF THE
 MD1548'ROOF.  THE TANK IS AT THE SOUTHWEST
 MD1548'CORNER OF THE BOWSER PUMP FACTORY AND IN THE SOUTHEAST
 MD1548'ANGLE OF THE INTERSECTION OF BOWSER AVE. AND HURD STREET.
 MD1548'
 MD1548'THIS IS AN INTERSECTION STATION.
 MD1548
 MD1548                          STATION RECOVERY (1963)
 MD1548
 MD1548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1548'RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY DESCRIBED, THO
 MD1548'IT IS NOW OWNED BY THE OLRY
 MD1548'MACHINISTS COMPANY, THE BOWSER CO. APPARENTLY MOVED AWAY FROM FORT
 MD1548'WAYNE.
 MD1548'
 MD1548'ABOUT 1.5 MILES AIR LINE SE OF THE COURTHOUSE IN FORT WAYNE, AT THE
 MD1548'INTERSECTION OF HURD STREET AND
 MD1548'BOWSER AVENUE, A FOUR-LEGGED STEEL TANK, AND ESTIMATED 150 FEET HIGH,
 MD1548'ABOUT 30 YARDS E OF CENTER LINE OF
 MD1548'BOWSER AVE., AND ABOUT 3 YARDS S OF PROJECTED CENTER LINE OF
 MD1548'HURD STREET.
 MD1548
 MD1548                          STATION RECOVERY (2003)
 MD1548
 MD1548'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 MD1548'THIS IS NOW AN EMPTY LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1551 ***********************************************************************
 MD1551  DESIGNATION -  FORT WAYNE FREUHAUF TRAILER TK
 MD1551  PID         -  MD1551
 MD1551  STATE/COUNTY-  IN/ALLEN
 MD1551  USGS QUAD   -  FORT WAYNE EAST (1981)
 MD1551
 MD1551                         *CURRENT SURVEY CONTROL
 MD1551  ___________________________________________________________________
 MD1551* NAD 83(1997)-  41 03 50.85684(N)    085 06 32.33223(W)     ADJUSTED  
 MD1551* NAVD 88     -                                                        
 MD1551  ___________________________________________________________________
 MD1551  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 MD1551  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MD1551
 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
 MD1551.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1551
 MD1551.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1551
 MD1551  NAD 83(1995)-  41 03 50.85752(N)    085 06 32.33660(W) AD(       ) 4
 MD1551  NAD 83(1986)-  41 03 50.85845(N)    085 06 32.34634(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1551.See file dsdata.txt to determine how the superseded data were derived.
 MD1551
 MD1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5888747599(NAD 83)
 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     - UNK      MONUMENTED
 MD1551  HISTORY     - 1963     SEE DESCRIPTION  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 = OCTOBER  6, 2006
 MD1557 ***********************************************************************
 MD1557  DESIGNATION -  FORT WAYNE INTL HARVESTER TWR
 MD1557  PID         -  MD1557
 MD1557  STATE/COUNTY-  IN/ALLEN
 MD1557  USGS QUAD   -  FORT WAYNE EAST (1981)
 MD1557
 MD1557                         *CURRENT SURVEY CONTROL
 MD1557  ___________________________________________________________________
 MD1557* NAD 83(1997)-  41 03 40.52333(N)    085 05 13.44111(W)     ADJUSTED  
 MD1557* NAVD 88     -                                                        
 MD1557  ___________________________________________________________________
 MD1557  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 MD1557  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 MD1557
 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
 MD1557.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1557
 MD1557.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1557
 MD1557  NAD 83(1995)-  41 03 40.52428(N)    085 05 13.44530(W) AD(       ) 4
 MD1557  NAD 83(1986)-  41 03 40.52481(N)    085 05 13.45530(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1557.See file dsdata.txt to determine how the superseded data were derived.
 MD1557
 MD1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6073647320(NAD 83)
 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     MONUMENTED       CGS
 MD1557  HISTORY     - 1963     SEE DESCRIPTION  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
 MD1557'WAYNE.  IT IS A SQUARE BRICK TOWER LOCATED ON THE SOUTH WEST CORNER
 MD1557'OF INTERNATIONAL HARVESTER CO.
 MD1557'FACTORY.  IT IS CONSTRUCTED OF RED BRICK AND ABOUT 125 FEET
 MD1557'HIGH.  THE POINT OBSERVED ON WAS THE POINT OF
 MD1557'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
 MD1557'TOWER 150 FEET, OTHERWISE THE 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 = OCTOBER  6, 2006
 MD1563 ***********************************************************************
 MD1563  DESIGNATION -  FORT WAYNE LINCOLN BLDG BCN
 MD1563  PID         -  MD1563
 MD1563  STATE/COUNTY-  IN/ALLEN
 MD1563  USGS QUAD   -  FORT WAYNE WEST (1981)
 MD1563
 MD1563                         *CURRENT SURVEY CONTROL
 MD1563  ___________________________________________________________________
 MD1563* NAD 83(1997)-  41 04 45.22966(N)    085 08 19.69754(W)     ADJUSTED  
 MD1563* NAVD 88     -                                                        
 MD1563  ___________________________________________________________________
 MD1563  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 MD1563  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MD1563
 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
 MD1563.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1563
 MD1563.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1563
 MD1563  NAD 83(1995)-  41 04 45.23046(N)    085 08 19.70190(W) AD(       ) 4
 MD1563  NAD 83(1986)-  41 04 45.23106(N)    085 08 19.71140(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1563.See file dsdata.txt to determine how the superseded data were derived.
 MD1563
 MD1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5634649221(NAD 83)
 MD1563
 MD1563  HISTORY     - Date     Condition        Report By
 MD1563  HISTORY     - 1946     MONUMENTED       CGS
 MD1563  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MD1563
 MD1563                          STATION DESCRIPTION
 MD1563
 MD1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1563'STATION IS LOCATED ATOP THE LINCOLN LIFE INSURANCE BUILDING ON
 MD1563'WASHINGTON STREET IN
 MD1563'DOWNTOWN FT. WAYNE.  THE BEACON IS MOUNTED IN THE DOME ON THE ROOF OF
 MD1563'THE BUILDING AND THE FLAGPOLE IS
 MD1563'ON THE APEX OF THE DOME.  THE POINT OBSERVED ON WAS THE BASE
 MD1563'OF THE FLAGPOLE WHICH IS DIRECTLY OVER THE
 MD1563'CENTER OF THE BEACON.  THE STATION IS APPROXIMATELY
 MD1563'350 FEET ABOVE THE GROUND.
 MD1563'
 MD1563'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 = OCTOBER  6, 2006
 MD0701 ***********************************************************************
 MD0701  DESIGNATION -  FORT WAYNE N BASE RM 1
 MD0701  PID         -  MD0701
 MD0701  STATE/COUNTY-  IN/ALLEN
 MD0701  USGS QUAD   -  HUNTERTOWN (1981)
 MD0701
 MD0701                         *CURRENT SURVEY CONTROL
 MD0701  ___________________________________________________________________
 MD0701* NAD 83(1986)-  41 11 13.     (N)    085 08 52.     (W)     SCALED    
 MD0701* NAVD 88     -       260.844  (meters)     855.79   (feet)  ADJUSTED  
 MD0701  ___________________________________________________________________
 MD0701  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 MD0701  DYNAMIC HT  -         260.742 (meters)     855.45  (feet)  COMP
 MD0701  MODELED GRAV-     980,226.8   (mgal)                       NAVD 88
 MD0701
 MD0701  VERT ORDER  -  SECOND    CLASS 0
 MD0701
 MD0701.The horizontal coordinates were scaled from a topographic map and have
 MD0701.an estimated accuracy of +/- 6 seconds.
 MD0701
 MD0701.The orthometric height was determined by differential leveling
 MD0701.and adjusted by the National Geodetic Survey in June 1991..
 MD0701
 MD0701.The geoid height was determined by GEOID03.
 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     -   659,450.      143,530.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0701.See file dsdata.txt to determine how the superseded data were derived.
 MD0701
 MD0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL553611(NAD 83)
 MD0701_MARKER: DR = REFERENCE MARK DISK
 MD0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0701_SP_SET: 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 = OCTOBER  6, 2006
 MD0702 ***********************************************************************
 MD0702  DESIGNATION -  FORT WAYNE N BASE RM 2
 MD0702  PID         -  MD0702
 MD0702  STATE/COUNTY-  IN/ALLEN
 MD0702  USGS QUAD   -  HUNTERTOWN (1981)
 MD0702
 MD0702                         *CURRENT SURVEY CONTROL
 MD0702  ___________________________________________________________________
 MD0702* NAD 83(1986)-  41 11 12.     (N)    085 08 52.     (W)     SCALED    
 MD0702* NAVD 88     -       260.795  (meters)     855.62   (feet)  ADJUSTED  
 MD0702  ___________________________________________________________________
 MD0702  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 MD0702  DYNAMIC HT  -         260.694 (meters)     855.29  (feet)  COMP
 MD0702  MODELED GRAV-     980,226.8   (mgal)                       NAVD 88
 MD0702
 MD0702  VERT ORDER  -  SECOND    CLASS 0
 MD0702
 MD0702.The horizontal coordinates were scaled from a topographic map and have
 MD0702.an estimated accuracy of +/- 6 seconds.
 MD0702
 MD0702.The orthometric height was determined by differential leveling
 MD0702.and adjusted by the National Geodetic Survey in June 1991..
 MD0702
 MD0702.The geoid height was determined by GEOID03.
 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     -   659,420.      143,530.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0702.See file dsdata.txt to determine how the superseded data were derived.
 MD0702
 MD0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL553611(NAD 83)
 MD0702_MARKER: DR = REFERENCE MARK DISK
 MD0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0702_SP_SET: 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 = OCTOBER  6, 2006
 MD0703 ***********************************************************************
 MD0703  DESIGNATION -  FORT WAYNE NORTH BASE
 MD0703  PID         -  MD0703
 MD0703  STATE/COUNTY-  IN/ALLEN
 MD0703  USGS QUAD   -  HUNTERTOWN (1981)
 MD0703
 MD0703                         *CURRENT SURVEY CONTROL
 MD0703  ___________________________________________________________________
 MD0703* NAD 83(1997)-  41 11 13.19733(N)    085 08 52.16927(W)     ADJUSTED  
 MD0703* NAVD 88     -       261.020  (meters)     856.36   (feet)  ADJUSTED  
 MD0703  ___________________________________________________________________
 MD0703  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 MD0703  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 MD0703  DYNAMIC HT  -         260.918 (meters)     856.03  (feet)  COMP
 MD0703  MODELED GRAV-     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
 MD0703.and adjusted by the National Geodetic Survey in June 1991..
 MD0703
 MD0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0703
 MD0703.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 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| CC8723 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| CC8722 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
 MD0703.Superseded values are not recommended for survey control.
 MD0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0703.See file dsdata.txt to determine how the superseded data were derived.
 MD0703
 MD0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5533361170(NAD 83)
 MD0703_MARKER: DS = TRIANGULATION STATION DISK
 MD0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0703_SP_SET: 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     SEE DESCRIPTION  CGS
 MD0703  HISTORY     - 1963     SEE DESCRIPTION  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
 MD0703'FORT WAYNE, ON THE RIGHT-OF-WAY
 MD0703'OF THE NEW YORK CENTRAL RAILROAD.  IT IS 42 FEET WEST OF THE WEST
 MD0703'RAIL OF THE RAILROAD, AND 8 FEET EAST
 MD0703'OF A WIRE FENCE BELONGING TO FRED WAKEMAN.  THE MARK PROJECTS
 MD0703'10 INCHES AND THE DISK IS
 MD0703'STAMPED---NORTH BASE 1946---.
 MD0703'
 MD0703'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTHWEST
 MD0703'OF THE STATION.  IT IS 3 FEET WEST OF A WITNESS POST,
 MD0703'17 FEET EAST OF A FENCE CORNER AND 2 FEET EAST OF AN IRON RAIL
 MD0703'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
 MD0703'WEST OF THE WEST RAIL OF THE RAILROAD.  THE MARK PROJECTS 6 INCHES
 MD0703'AND THE DISK IS STAMPED---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
 MD0703'THE RAILROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 MD0703'STAMPED---NORTH BASE NO 2 1946---.
 MD0703'
 MD0703'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 27, 427 AND 1
 MD0703'ABOUT 2 MILES NORTH OF THE
 MD0703'TOWN OF FORT WAYNE, TAKE U.S. HIGHWAY 27 NORTH FOR 6.0 MILES TO A
 MD0703'CROSSROAD AND UNION CHAPEL ON RIGHT.
 MD0703'TURN LEFT ON GRAVEL ROAD AND GO WEST FOR 1.1 MILE TO FRED
 MD0703'WAKEMAN FARM ON LEFT.  TURN LEFT INTO
 MD0703'BARNYARD, PASS THROUGH GATE AT THE LEFT OF THE
 MD0703'BARN AND FOLLOW A DIM ROAD SOUTH FOR 0.4 MILE TO TWO
 MD0703'GATES.  PASS THROUGH THE GATE ON THE
 MD0703'RIGHT AND CONTINUE FOR 0.1 MILE TO A FENCE CORNER AND WELL ON THE
 MD0703'LEFT.  BEAR LEFT AND GO SOUTH EAST
 MD0703'FOR 0.2 MILE TO STATION ON THE LEFT AS DESCRIBED.
 MD0703'
 MD0703'TO REACH THE AZIMUTH FROM THE STATION, GO NORTHWEST
 MD0703'FOR 0.3 MILE TO THE TWO GATES AND THE AZIMUTH
 MD0703'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
 MD0703'DISCREPANCY OF 0.54 FOOT IN THE DISTANCE TO NO. 1 R.M.
 MD0703'
 MD0703'ABOUT 4.3 MILES N ALONG NO. 27 U. S. HWY FROM ITS BRIDGE
 MD0703'OVER NO. 69 INTERSTATE HWY.  AT THE 4-WAY
 MD0703'INTERCHANGE BETWEEN THE TWO, THENCE 0.5 MILE W ON UNION CHAPEL
 MD0703'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
 MD0703'LINE CROSSING OF NEW YORK CENTRAL RAILROAD,
 MD0703'THENCE 0.2 MILE S ON TRACK ROADS THRU BARNLOT
 MD0703'TO GATE AND AZ. MK. ON LEFT, THENCE 0.4 MILE S TO R.R. FENCE
 MD0703'AND THE STATION, JUST S OF AN
 MD0703'INTERMITTENT MARSH, 40.8 FEET W OF W RAIL, ESTIMATED LEVEL
 MD0703'WITH SAME, 6-3/4 FEET E OF A STEEL WITNESS POST
 MD0703'SET IN THE FENCE LINE,
 MD0703'STANDARD DISKS STAMPED---NORTH BASE 1946---, SET IN
 MD0703'1A AND 7A MARKS WITH THE SURFACE MARK
 MD0703'PROJECTING 0.8 FOOT ABOVE GROUND.
 MD0703'
 MD0703'REFERENCE MARK 1,
 MD0703'STAMPED---NORTH BASE NO 1 1946---, NOTE 11A, PROJECTS 0.5 FOOT,
 MD0703'IS 100.20 FEET OR 30.541 METERS
 MD0703'N IN AZIMUTH 177 DEG 36 MIN FROM STATION, AND ONE FOOT W OF THE
 MD0703'FENCE.
 MD0703'
 MD0703'REFERENCE MARK 2,
 MD0703'STAMPED---NORTH BASE NO 2 1946---, NOTE 11A, PROJECTS 0.5 FOOT,
 MD0703'IS 103.73 FEET OR 31.617 METERS
 MD0703'S IN AZIMUTH 5 DEG 49 MIN FROM STATION, AND ONE FOOT W OF THE FENCE.
 MD0703'
 MD0703'AZIMUTH MARK,
 MD0703'STAMPED---NORTH BASE 1946---, NOTE 16A, IS 3 OR 4 TENTHS OF A
 MD0703'MILE NNW IN AZIMUTH 165 DEG 12
 MD0703'MIN 47.6 SEC FROM STATION, ABOUT 40 YARDS W OF FENCE T-INTERSECTION
 MD0703'AT SE CORNER OF A WOODS, 2 FEET E OF R.R.-RAIL
 MD0703'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.
 MD0703'THE DISTANCES WERE CHECKED AND VERIFIED.  THE DIRECTIONS WERE
 MD0703'FOUND IN ERROR, AND NEW DIRECTIONS
 MD0703'WERE OBSERVED DURING THE RECOVERY.  THE ORIGINAL DESCRIPTION
 MD0703'IS INADEQUATE, A NEW DESCRIPTION IS AS
 MD0703'FOLLOWS-
 MD0703'
 MD0703'THE STATION IS LOCATED ABOUT 7.5 MILES NORTH OF THE TOWN OF FORT
 MD0703'WAYNE ON THE RIGHT-OF-WAY
 MD0703'OF THE NEW YOARK CENTRAL RAILROAD.  IT IS ABOUT 3,300 FEET
 MD0703'NORTH OF DUPONT ROAD, 42.0 FEET WEST OF THE
 MD0703'WEST RAIL OF THE RAILROAD, 29.0 FEET WEST OF A WITNESS
 MD0703'POST, AND 7.0 FEET EAST OF ANOTHER WITNESS
 MD0703'POST (IN WIRE FENCE BELONGING TO FRED WAKEMAN).
 MD0703'A STANDARD TRIANGULATION DISK STAMPED---NORTH BASE 1946---,
 MD0703'SET IN TOP OF A 12 INCH
 MD0703'SQUARE CONCRETE MONUMENT THAT PROJECTS 10 INCHES.
 MD0703'
 MD0703'THE AZIMUTH MARK IS 0.3 MILES NORTH-NORTHWEST OF THE STATION
 MD0703'ON THE FARM OF MR. FRED WAKEMAN.
 MD0703'IT IS ABOUT 575 FEET WEST OF THE RAILROAD, 2.5 FEET WEST OF
 MD0703'A WITNESS POST, 2 FEET EAST
 MD0703'OF AN IRON RAIL EMBEDDED IN THE GROUND AT THE EAST END
 MD0703'OF A DOUBLE GATE, AND 1 FOOT SOUTH OF A WIRE
 MD0703'FENCE.  A STANDARD AZIMUTH MARK DISK
 MD0703'STAMPED---NORTH BASE 1946---, AND SET IN TOP OF
 MD0703'A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 MD0703'
 MD0703'REFERENCE MARK NO. 1 IS 100.74 FEET NORTH OF THE STATION, 50 FEET
 MD0703'WEST OF THE WEST RAIL OF
 MD0703'THE RAILROAD, AND 0.5 FEET EAST OF THE WAKEMAN WIRE FENCE.  A
 MD0703'STANDARD REFERENCE MARK DISK
 MD0703'STAMPED---NORTH BASE NO 1 1946---, SET IN TOP OF A 12 INCH SQUARE
 MD0703'CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 MD0703'
 MD0703'REFERENCE MARK NO. 2 IS 103.80 FEET SOUTH OF THE STATION, 50 FEET
 MD0703'WEST OF THE WEST RAIL OF
 MD0703'THE RAILROAD, AND 0.5 FEET EAST OF THE WAKEMAN WIRE FENCE.  A
 MD0703'STANDARD REFERENCE MARK DISK
 MD0703'STAMPED---NORTH BASE NO 2 1946---, SET IN TOP OF A 12 INCH SQUARE
 MD0703'CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 MD0703'
 MD0703'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND
 MD0703'INDIANA STATE HIGHWAYS 427 AND 1
 MD0703'(ABOUT 2 MILES NORTH OF THE TOWN OF FORT WAYNE), TAKE U.S.
 MD0703'HIGHWAY 27 NORTH 6.0 MILES TO UNION
 MD0703'CHAPEL ROAD, TURN LEFT AND GO 1.1 MILES WEST
 MD0703'TO THE FARM OF FRED WAKEMAN.  TURN LEFT INTO BARNYARD,
 MD0703'GO THROUGH GATE AT LEFT OF THE
 MD0703'BARN AND FOLLOW A DIM ROAD SOUTH FOR 0.4 MILE TO TWO GATES
 MD0703'WHERE THE AZIMUTH IS, AND THEN GO 0.3
 MD0703'MILES SOUTH-SOUTHEAST TO STATION OVER A RISE IN WOODS ABOUT
 MD0703'7.0 FEET EAST OF THE WAKEMAN FENCE.
 MD0703'
 MD0703'ANOTHER WAY TO REACH THE STATION IS FROM DUPONT ROAD.
 MD0703'FROM THE SAME STARTING POINT IN FORT WAYNE,
 MD0703'DRIVE 4.5 MILES NORTH ON U.S. HIGHWAY 27 TO DUPONT ROAD, TURN
 MD0703'LEFT AND GO WEST 0.8 MILES TO
 MD0703'THE RAILROAD.  USING THE WEST RAIL OF RAILROAD, GO
 MD0703'99-1/2 RAILS NORTH TO WITNESS POST WHICH IS 12.0
 MD0703'FEET WEST OF THE WEST RAIL OF THE
 MD0703'RAILROAD.  THE STATION IS 29 FEET WEST OF THE WITNESS POST.  TO
 MD0703'REACH THE AZIMUTH FROM THE
 MD0703'STATION, GO 58-1/2 RAILS NORTH, AND THEN GO 575 FEET WEST ALONG AN
 MD0703'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 = OCTOBER  6, 2006
 MD1562 ***********************************************************************
 MD1562  DESIGNATION -  FORT WAYNE RADIO STA WOWO ANT
 MD1562  PID         -  MD1562
 MD1562  STATE/COUNTY-  IN/ALLEN
 MD1562  USGS QUAD   -  FORT WAYNE WEST (1981)
 MD1562
 MD1562                         *CURRENT SURVEY CONTROL
 MD1562  ___________________________________________________________________
 MD1562* NAD 83(1997)-  41 04 36.09114(N)    085 08 26.67791(W)     ADJUSTED  
 MD1562* NAVD 88     -                                                        
 MD1562  ___________________________________________________________________
 MD1562  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 MD1562  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MD1562
 MD1562  HORZ ORDER  -  THIRD
 MD1562
 MD1562.The horizontal coordinates were established by classical geodetic methods
 MD1562.and adjusted by the National Geodetic Survey in May 1999..
 MD1562
 MD1562
 MD1562.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1562
 MD1562.The geoid height was determined by GEOID03.
 MD1562
 MD1562;                    North         East     Units Scale Factor Converg.
 MD1562;SPC IN E     -   647,208.195   144,195.896   MT  0.99999070   +0 20 44.1
 MD1562;SPC IN E     - 2,123,382.22    473,082.70   sFT  0.99999070   +0 20 44.1
 MD1562;UTM  16      - 4,548,936.096   656,188.698   MT  0.99990025   +1 13 18.9
 MD1562
 MD1562                          SUPERSEDED SURVEY CONTROL
 MD1562
 MD1562  NAD 83(1995)-  41 04 36.09202(N)    085 08 26.68225(W) AD(       ) 4
 MD1562  NAD 83(1986)-  41 04 36.09259(N)    085 08 26.69176(W) AD(       ) 4
 MD1562  NAD 27      -  41 04 35.92000(N)    085 08 26.79700(W) AD(       ) 3
 MD1562
 MD1562.Superseded values are not recommended for survey control.
 MD1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1562.See file dsdata.txt to determine how the superseded data were derived.
 MD1562
 MD1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5618948936(NAD 83)
 MD1562
 MD1562  HISTORY     - Date     Condition        Report By
 MD1562  HISTORY     - 1946     MONUMENTED       CGS
 MD1562  HISTORY     - 1948     SEE DESCRIPTION  CGS
 MD1562  HISTORY     - 20030705 MARK NOT FOUND   GEOCAC
 MD1562
 MD1562                          STATION DESCRIPTION
 MD1562
 MD1562'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1562'THIS IS AN INTERSECTION STATION.
 MD1562'
 MD1562'THE STATION IS LOCATED IN THE APPROXIMATE CENTER OF FORT WAYNE.  IT
 MD1562'IS A 75 FOOT STEEL
 MD1562'STRUCTURE BUILT ON THE ROOF OF THE KEENAN HOTEL, WHICH IS A 12 STORY
 MD1562'BUILDING LOCATED IN THE SOUTHWEST
 MD1562'ANGLE OF WASHINGTON BLVD. AND HARRISON ST.  THE POINT OBSERVED WAS
 MD1562'THE RED LIGHT AT THE TOP OF THE ANTENNA.
 MD1562
 MD1562                          STATION RECOVERY (1948)
 MD1562
 MD1562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WIB)
 MD1562'DESTROYED.  ANTENNA HAS BEEN TAKEN DOWN.
 MD1562
 MD1562                          STATION RECOVERY (2003)
 MD1562
 MD1562'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 MD1562'NOT ONLY WAS THE ANTENNA REMOVED BY 1948, BUT THE HOTEL IS NO LONGER
 MD1562'HERE.  THIS IS AN EMPTY LOT WITH CONSTRUCTION IN PROGRESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1560 ***********************************************************************
 MD1560  DESIGNATION -  FORT WAYNE SALISBURY AXLE STK
 MD1560  PID         -  MD1560
 MD1560  STATE/COUNTY-  IN/ALLEN
 MD1560  USGS QUAD   -  FORT WAYNE WEST (1981)
 MD1560
 MD1560                         *CURRENT SURVEY CONTROL
 MD1560  ___________________________________________________________________
 MD1560* NAD 83(1997)-  41 05 52.66681(N)    085 10 21.62087(W)     ADJUSTED  
 MD1560* NAVD 88     -                                                        
 MD1560  ___________________________________________________________________
 MD1560  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 MD1560  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 MD1560
 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
 MD1560.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1560
 MD1560.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1560
 MD1560  NAD 83(1995)-  41 05 52.66799(N)    085 10 21.62521(W) AD(       ) 4
 MD1560  NAD 83(1986)-  41 05 52.66832(N)    085 10 21.63454(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1560.See file dsdata.txt to determine how the superseded data were derived.
 MD1560
 MD1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5345751241(NAD 83)
 MD1560
 MD1560  HISTORY     - Date     Condition        Report By
 MD1560  HISTORY     - 1946     MONUMENTED       CGS
 MD1560  HISTORY     - 1963     SEE DESCRIPTION  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 = OCTOBER  6, 2006
 MD1561 ***********************************************************************
 MD1561  DESIGNATION -  FORT WAYNE SOUTH BASE
 MD1561  PID         -  MD1561
 MD1561  STATE/COUNTY-  IN/ALLEN
 MD1561  USGS QUAD   -  FORT WAYNE WEST (1981)
 MD1561
 MD1561                         *CURRENT SURVEY CONTROL
 MD1561  ___________________________________________________________________
 MD1561* NAD 83(1997)-  41 07 03.92515(N)    085 08 42.64084(W)     ADJUSTED  
 MD1561* NAVD 88     -       244.48   (+/-2cm)     802.1    (feet)  VERTCON   
 MD1561  ___________________________________________________________________
 MD1561  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 MD1561  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MD1561
 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.The vertical order pertains to the NGVD 29 superseded value.
 MD1561
 MD1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1561
 MD1561.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 (07/19/86)  244.63   (m)          802.6    (f) LEVELING    3  
 MD1561
 MD1561.Superseded values are not recommended for survey control.
 MD1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1561.See file dsdata.txt to determine how the superseded data were derived.
 MD1561
 MD1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5571953487(NAD 83)
 MD1561_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1561
 MD1561  HISTORY     - Date     Condition        Report By
 MD1561  HISTORY     - 1946     MONUMENTED       CGS
 MD1561  HISTORY     - 1947     SEE DESCRIPTION  CGS
 MD1561  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MD1561  HISTORY     - 1963     SEE DESCRIPTION  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
 MD1561'R.R. AND ABOUT 75 YARDS OUTHWEST OF THE SOUTHWEST CORNER OF THE FORT
 MD1561'WAYNE MOTOR SPEEDWAY.  IT IS 127 FEET
 MD1561'SOUTHWEST OF THE INTERSECTION OF THE CENTERLINES OF THE
 MD1561'ROAD AND THE N.Y.C.R.R. TRACK, 117 FEET SOUTH OF
 MD1561'THE APPROXIMATE CENTER OF THE ROAD AND
 MD1561'52 FEET WEST OF THE WEST RAIL OF THE RAILROAD.  THE MARK IS FLUSH
 MD1561'AND THE DISK IS STAMPED SOUTH BASE
 MD1561'1946
 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
 MD1561'THE RAILROAD, 72 FEET SOUTH OF THE APPROXIMATE CENTER OF THE ROAD, 7
 MD1561'FEET WEST OF THE FENCE AND 7 FEET NORTH
 MD1561'OF A TELEPHONE POLE.  THE MARK PROJECTS ABOUT 3 INCHES
 MD1561'AND THE 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
 MD1561'CENTER OF THE ROAD, 3 FEET EAST OF A TELEPHONE POLE NO 5469 AND 3
 MD1561'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
 MD1561'CROSSROAD.  IT IS 43 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 MD1561'MACADAM ROAD, 45 FEET EAST OF THE
 MD1561'FENCE CORNER, 5 FEET SOUTH OF THE FENCE AND 4.5 FEET EAST OF A
 MD1561'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 MD1561'3 INCHES AND THE DISK IS STAMPED SOUTH 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
 MD1561'FORT WAYNE, GO NORTH ON U.S. HIGHWAY 27 FOR 0.6 MILE TO A MACADAM
 MD1561'ROAD LEFT, TURN LEFT AND GO 0.5 MILE TO
 MD1561'THE N.Y.C.R.R. TRACK AND STATION ON THE RIGHT.  CONTINUE
 MD1561'STRAIGHT AGEAD FOR 0.2 MILE TO STATE HIGHWAY 3
 MD1561'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
 MD1561'IN 1946 AND ALL
 MD1561'MARKS WERE FOUND IN GOOD CONDITION.  DUE TO THE CONSTRUCTION OF A NEW
 MD1561'HIGHWAY THE 1946 AZIMUTH MARK IS TO BE
 MD1561'DESTROYED AND A NEW MARK WAS ESTABLISHED AT THIS TIME
 MD1561'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
 MD1561'IS 300 FEET NORTH OF THE INTERSECTION OF THE TRACKS AND STATE HIGHWAY
 MD1561'3, 100 FEET EAST OF THE SUN OIL CO GAS
 MD1561'TANKS, 49 FEET SOUTH OF A TELEPHONE POLE, 40.7 FEET
 MD1561'EAST OF THE EAST RAIL OF THE RAILROAD AND 2 FEET NORTH
 MD1561'OF A WHITE WITNESS POST.  THE MARK
 MD1561'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED SOUTH BASE 1946 RESET
 MD1561'1947. 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
 MD1561'AND GO 0.3 MILE TO THE RAILROAD CROSSING AND THE AZIMUTH MARK AS
 MD1561'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
 MD1561'R.M. 1 AND AZIMUTH MARK WERE FOUND.  R.M. 2 IS DESTROYED BECAUSE OF
 MD1561'HIGHWAY CONSTRUCTION.  THE
 MD1561'STATION MARK IS IN THE PARKING LOT OF THE RELIABLE GARDEN
 MD1561'STORE.  MEASUREMENTS WERE MADE FROM
 MD1561'THE EAST RAIL OF THE RAILROAD, R.M. 1 AND U.S.
 MD1561'HIGHWAY 30 AND A HOLE WAS DUG TO THE DEPTH OF 8 FEET
 MD1561'WHERE WATER MADE IN IMPOSSIBLE
 MD1561'TO DIG FARTHER.  DUE TO CONSTRUCTION, NEW MEASUREMENTS FOR R.M. 1 ARE
 MD1561'AS FOLLOWS- IT IS 69.0 FEET
 MD1561'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 30 AND 40.5 FEET EAST OF
 MD1561'THE EAST RAIL OF THE RAILROAD.
 MD1561'THE REMAINDER OF THE ORIGINAL DESCRIPTION IS
 MD1561'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'IN GOOD CONDITION ARE ESSENTIALLY AS
 MD1561'ORIGINALLY DESCRIBED, THO BRUSH 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
 MD1561'AND 33 U. S. BYPASS HWYS. OR CALIFORNIA ROAD FROM ITS INTERSECTION
 MD1561'WITH NO.  27 U. S. HWY., OR ABOUT 0.2
 MD1561'MILE E OF ITS INTERSECTION WITH NO. 3 INDIANA HWY., IN THE SW
 MD1561'ANGLE OF THE INTERSECTION OF THE ROAD AND
 MD1561'BRANCH LINE NEW YORK CENTRAL RAILROAD, AND IN
 MD1561'THE ORIGINAL DESCRIPTION DESCRIBED AS 117 FEET S OF CENTER
 MD1561'LINE OF THE ROAD AND 52 FEET W OF W
 MD1561'RAIL.  THE SITE REPORTEDLY HAS BEEN FILLED TO PROVIDE BUSINESS SITES,
 MD1561'BUT IT IS SUSPECTED THAT IT WAS PREVIOUSLY
 MD1561'EXCAVATED TO PROVIDE EARTH FOR THE ROAD FILL, BECAUSE THE
 MD1561'REMAINING REFERENCE MARK IS ON A DEFINITE
 MD1561'RIDGE 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
 MD1561'CALIFORNIA ROAD (NOW A 22-FOOT PAVEMENT), 2.7 FEET HIGHER THAN SAME,
 MD1561'40.3 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
 MD1561'AZIMUTH 354 DEG 35 MIN 57.6 SEC FROM THE STATION SITE, ABOUT 300 FEET
 MD1561'N OF OBLIQUE CROSSING OF RAILROAD AND NO. 3
 MD1561'INDIANA HWY., 40.7 FEET E OF E RAIL, 1.6 FEET HIGHER THAN
 MD1561'TOP OF SAME, 8.5 FEET S OF PROJECTED LINE OF S
 MD1561'SIDE OF CONCRETE SUPPORT PILLARS OF THE S
 MD1561'ONE OF FOUR HORIZONTAL OIL STORAGE TANKS ON W SIDE OF R.R., AND
 MD1561'1.7 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
 MD1561'MADE FOR THE STATION MARK BY USING THE MEASUREMENT FROM REFERENCE
 MD1561'MARK 1 AND RAILROAD BUT NOTHING COULD BE FOUND.  THE LINE OF SIGHT
 MD1561'TO THE AZIMUTH MARK IS OBSTRUCTED BY BRUSH AND TREES AND NO ANGLE
 MD1561'COULD BE TURNED FOR A MORE PRECISE POINT TO SEARCH FOR THE STATION
 MD1561'MARK.  NONE OF THE OLD AZIMUTH OBJECTS ARE VISIBLE.  REFERENCE
 MD1561'MARK 1 WAS FOUND IN THE WAY OF ROAD WORK AND WAS DESTROYED AT THE
 MD1561'REQUEST OF THE HIGHWAY DEPARTMENT.  BELOW IS A LIST OF THE TIES
 MD1561'MADE TO REFERENCE MARK 1 SO THAT A MORE THOROUGH SEARCH CAN
 MD1561'BE MADE FOR THE STATION MARK AT SOME LATER DATE.
 MD1561'
 MD1561'R.P. 1 IS A NAIL IN THE SOUTHWEST SIDE OF A 20 INCH OAK TREE ABOUT
 MD1561'1 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
 MD1561'ABOUT 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 = OCTOBER  6, 2006
 LB1532 ***********************************************************************
 LB1532  DESIGNATION -  FOUNT C 1
 LB1532  PID         -  LB1532
 LB1532  STATE/COUNTY-  IN/FOUNTAIN
 LB1532  USGS QUAD   -  ATTICA (1962)
 LB1532
 LB1532                         *CURRENT SURVEY CONTROL
 LB1532  ___________________________________________________________________
 LB1532* NAD 83(1986)-  40 15 38.     (N)    087 14 36.     (W)     SCALED    
 LB1532* NAVD 88     -       193.730  (meters)     635.60   (feet)  ADJUSTED  
 LB1532  ___________________________________________________________________
 LB1532  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LB1532  DYNAMIC HT  -         193.632 (meters)     635.27  (feet)  COMP
 LB1532  MODELED GRAV-     980,114.3   (mgal)                       NAVD 88
 LB1532
 LB1532  VERT ORDER  -  SECOND    CLASS 0
 LB1532
 LB1532.The horizontal coordinates were scaled from a topographic map and have
 LB1532.an estimated accuracy of +/- 6 seconds.
 LB1532
 LB1532.The orthometric height was determined by differential leveling
 LB1532.and adjusted by the National Geodetic Survey in June 1991..
 LB1532
 LB1532.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1532.See file dsdata.txt to determine how the superseded data were derived.
 LB1532
 LB1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK793567(NAD 83)
 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             NGS
 LB1532
 LB1532                          STATION DESCRIPTION
 LB1532
 LB1532'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1932 ***********************************************************************
 KA1932  DESIGNATION -  FOUNTAIN
 KA1932  PID         -  KA1932
 KA1932  STATE/COUNTY-  IN/MARION
 KA1932  USGS QUAD   -  BEECH GROVE (1980)
 KA1932
 KA1932                         *CURRENT SURVEY CONTROL
 KA1932  ___________________________________________________________________
 KA1932* NAD 83(1997)-  39 38 45.22449(N)    086 06 54.94813(W)     ADJUSTED  
 KA1932* NAVD 88     -       242.66   (+/-2cm)     796.1    (feet)  VERTCON   
 KA1932  ___________________________________________________________________
 KA1932  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 KA1932  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KA1932
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1932
 KA1932.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1932
 KA1932.The geoid height was determined by GEOID03.
 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     -   0.99996715  x   0.99998491  =   0.99995206
 KA1932!UTM  16      -   0.99996715  x   0.99967094  =   0.99963810
 KA1932
 KA1932:                Primary Azimuth Mark                     Grid Az
 KA1932:SPC IN E     -  SOUTHPORT BAPTIST CHURCH SP              000 25 03.1
 KA1932:UTM  16      -  SOUTHPORT BAPTIST CHURCH SP              359 34 00.4
 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  NGVD 29 (07/19/86)  242.78   (m)          796.5    (f) LEVELING    3  
 KA1932
 KA1932.Superseded values are not recommended for survey control.
 KA1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1932.See file dsdata.txt to determine how the superseded data were derived.
 KA1932
 KA1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7591088830(NAD 83)
 KA1932_MARKER: DS = TRIANGULATION STATION DISK
 KA1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD1820 ***********************************************************************
 MD1820  DESIGNATION -  FOUNTAIN
 MD1820  PID         -  MD1820
 MD1820  STATE/COUNTY-  IN/DE KALB
 MD1820  USGS QUAD   -  HICKSVILLE (1979)
 MD1820
 MD1820                         *CURRENT SURVEY CONTROL
 MD1820  ___________________________________________________________________
 MD1820* NAD 83(1997)-  41 16 37.09210(N)    084 48 13.26769(W)     ADJUSTED  
 MD1820* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 MD1820  ___________________________________________________________________
 MD1820  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 MD1820  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MD1820
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1820
 MD1820.The geoid height was determined by GEOID03.
 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;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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1820.See file dsdata.txt to determine how the superseded data were derived.
 MD1820
 MD1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8394471831(NAD 83)
 MD1820_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1820
 MD1820  HISTORY     - Date     Condition        Report By
 MD1820  HISTORY     - 1947     MONUMENTED       CGS
 MD1820  HISTORY     - 1960     SEE DESCRIPTION  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
 MD1820'0.4 MILE SOUTH OF FOUNTAIN CORNERS AND THE STATE LINE GROCERY.  IT IS
 MD1820'21 FEET WEST OF THE CENTER OF A
 MD1820'GRAVEL ROAD, 3 FEET NORTHWEST OF A WHITE WITNESS POST
 MD1820'AND 1 FOOT WEST OF A FENCELINE.  THE MARK IS FLUSH
 MD1820'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
 MD1820'GRAVEL ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 MD1820'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
 MD1820'ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED FOUNTAIN NO
 MD1820'2 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,
 MD1820'16 FEET EAST OF A GRAVEL ROAD, 3 FEET NORTHWEST OF A WHITE WITNESS
 MD1820'POST AND 2 FEET NORTH OF A FENCE
 MD1820'CORNER.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 MD1820'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
 MD1820'AND GO 0.1 MILE TO A FORKS, TURN RIGHT AND GO 0.5 MILE TO THE MARK ON
 MD1820'THE RIGHT.
 MD1820'
 MD1820'TO REACH THE STATION FROM THE JUNCTION OF INDIANA STATE HIGHWAY 8 AND
 MD1820'OHIO STATE HIGHWAY 18 WHICH
 MD1820'IS 2-1/2 MILES SOUTHEAST OF NEWVILLE, GO SOUTH ON A GRAVEL ROAD FOR
 MD1820'O.4 MILES TO THE STATION ON THE RIGHT
 MD1820'AS 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
 MD1820'NOT S) OF FOUNTAIN CORNERS WHICH APPARENTLY LITTLE KNOWN AS SUCH IS
 MD1820'SOME 50 OR 100 YARDS FROM THE SE
 MD1820'CORNER OF DE KALB COUNTY.  THERE IS STILL A STATE LINE GROCERY
 MD1820'IN NE ANGLE OF THE CROSSROADS.  STATION IS ON
 MD1820'CREST OF RIDGE, AND 2.7 FEET NW OF STEEL
 MD1820'WITNESS POST, AND 269 FEET N OF A FENCE CORNER THAT IS ON W SIDE
 MD1820'OF STATE LINE ROAD.
 MD1820'
 MD1820'THE AZIMUTH MARK IS 0.7 MILE SW OF STATION, ON CREST OF RIDGE, AND
 MD1820'2.0 FEET W OF STEEL WITNESS
 MD1820'POST (WOODEN WITNESS POST AND FENCE CORNER ARE GONE), MARK IS
 MD1820'DESCRIBED BY NOTE 16 A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1708 ***********************************************************************
 JA1708  DESIGNATION -  FOUNTAIN
 JA1708  PID         -  JA1708
 JA1708  STATE/COUNTY-  IN/JACKSON
 JA1708  USGS QUAD   -  NORMAN (1994)
 JA1708
 JA1708                         *CURRENT SURVEY CONTROL
 JA1708  ___________________________________________________________________
 JA1708* NAD 83(1997)-  38 56 36.86576(N)    086 15 17.40456(W)     ADJUSTED  
 JA1708* NAVD 88     -       272.21   (+/-2cm)     893.1    (feet)  VERTCON   
 JA1708  ___________________________________________________________________
 JA1708  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 JA1708  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JA1708
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1708
 JA1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1708
 JA1708.The geoid height was determined by GEOID03.
 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  =   0.99999266
 JA1708!UTM  16      -   0.99996250  x   0.99965135  =   0.99961386
 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  NGVD 29 (07/19/86)  272.32   (m)          893.4    (f) LEVELING    3  
 JA1708
 JA1708.Superseded values are not recommended for survey control.
 JA1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1708.See file dsdata.txt to determine how the superseded data were derived.
 JA1708
 JA1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ6457710779(NAD 83)
 JA1708_MARKER: X = CHISELED CROSS
 JA1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2172 ***********************************************************************
 LB2172  DESIGNATION -  FOWLER
 LB2172  PID         -  LB2172
 LB2172  STATE/COUNTY-  IN/BENTON
 LB2172  USGS QUAD   -  FOWLER (1980)
 LB2172
 LB2172                         *CURRENT SURVEY CONTROL
 LB2172  ___________________________________________________________________
 LB2172* NAD 83(1997)-  40 37 02.57151(N)    087 18 54.77713(W)     ADJUSTED  
 LB2172* NAVD 88     -       252.     (meters)     827.     (feet)  SCALED    
 LB2172  ___________________________________________________________________
 LB2172  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 LB2172  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 LB2172
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2172
 LB2172.The geoid height was determined by GEOID03.
 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  =   0.99957447
 LB2172
 LB2172:                Primary Azimuth Mark                     Grid Az
 LB2172:SPC IN W     -  FOWLER AZ MK                             016 39 21.1
 LB2172:UTM  16      -  FOWLER AZ MK                             016 42 36.4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2172.See file dsdata.txt to determine how the superseded data were derived.
 LB2172
 LB2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7333796332(NAD 83)
 LB2172_MARKER: DS = TRIANGULATION STATION DISK
 LB2172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2172
 LB2172  HISTORY     - Date     Condition        Report By
 LB2172  HISTORY     - 1955     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2170 ***********************************************************************
 LB2170  DESIGNATION -  FOWLER ILLINOIS CANNING CO STK
 LB2170  PID         -  LB2170
 LB2170  STATE/COUNTY-  IN/BENTON
 LB2170  USGS QUAD   -  FOWLER (1980)
 LB2170
 LB2170                         *CURRENT SURVEY CONTROL
 LB2170  ___________________________________________________________________
 LB2170* NAD 83(1997)-  40 36 47.53486(N)    087 19 07.75032(W)     ADJUSTED  
 LB2170* NAVD 88     -                                                        
 LB2170  ___________________________________________________________________
 LB2170  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 LB2170  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 LB2170
 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
 LB2170.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2170
 LB2170.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2170
 LB2170  NAD 83(1986)-  40 36 47.54225(N)    087 19 07.75962(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2170.See file dsdata.txt to determine how the superseded data were derived.
 LB2170
 LB2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7303195869(NAD 83)
 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 = OCTOBER  6, 2006
 LB2169 ***********************************************************************
 LB2169  DESIGNATION -  FOWLER MUNICIPAL STANDPIPE
 LB2169  PID         -  LB2169
 LB2169  STATE/COUNTY-  IN/BENTON
 LB2169  USGS QUAD   -  FOWLER (1980)
 LB2169
 LB2169                         *CURRENT SURVEY CONTROL
 LB2169  ___________________________________________________________________
 LB2169* NAD 83(1997)-  40 36 54.38432(N)    087 19 12.07465(W)     ADJUSTED  
 LB2169* NAVD 88     -                                                        
 LB2169  ___________________________________________________________________
 LB2169  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 LB2169  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 LB2169
 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
 LB2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2169
 LB2169.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2169
 LB2169  NAD 83(1986)-  40 36 54.39171(N)    087 19 12.08393(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2169.See file dsdata.txt to determine how the superseded data were derived.
 LB2169
 LB2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7293096081(NAD 83)
 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 = OCTOBER  6, 2006
 LB2512 ***********************************************************************
 LB2512  DESIGNATION -  FOX
 LB2512  PID         -  LB2512
 LB2512  STATE/COUNTY-  IN/HAMILTON
 LB2512  USGS QUAD   -  NOBLESVILLE (1992)
 LB2512
 LB2512                         *CURRENT SURVEY CONTROL
 LB2512  ___________________________________________________________________
 LB2512* NAD 83(1997)-  40 05 04.30942(N)    086 01 15.60644(W)     ADJUSTED  
 LB2512* NAVD 88     -       245.11   (+/-2cm)     804.2    (feet)  VERTCON   
 LB2512  ___________________________________________________________________
 LB2512  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 LB2512  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 LB2512
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2512
 LB2512.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2512
 LB2512.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  245.24   (m)          804.6    (f) LEVELING    3  
 LB2512
 LB2512.Superseded values are not recommended for survey control.
 LB2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2512.See file dsdata.txt to determine how the superseded data were derived.
 LB2512
 LB2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8346537599(NAD 83)
 LB2512_MARKER: DS = TRIANGULATION STATION DISK
 LB2512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1980 ***********************************************************************
 JA1980  DESIGNATION -  FRAME
 JA1980  PID         -  JA1980
 JA1980  STATE/COUNTY-  IN/SPENCER
 JA1980  USGS QUAD   -  CHRISNEY (1988)
 JA1980
 JA1980                         *CURRENT SURVEY CONTROL
 JA1980  ___________________________________________________________________
 JA1980* NAD 83(1997)-  38 04 24.08159(N)    087 02 38.73094(W)     ADJUSTED  
 JA1980* NAVD 88     -       159.     (meters)     522.     (feet)  SCALED    
 JA1980  ___________________________________________________________________
 JA1980  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 JA1980  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JA1980
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1980
 JA1980.The geoid height was determined by GEOID03.
 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     -   0.99998001  x   0.99996681  =   0.99994682
 JA1980!UTM  16      -   0.99998001  x   0.99960018  =   0.99958020
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1980.See file dsdata.txt to determine how the superseded data were derived.
 JA1980
 JA1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9613313955(NAD 83)
 JA1980_MARKER: DS = TRIANGULATION STATION DISK
 JA1980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1980'SOUTH SIDE OF GENTRYVILLE, ABOUT 300 FEET EAST OF THE
 JA1980'CENTERLINE OF THE HIGHWAY, 78 FEET
 JA1980'EAST OF THE NORTHWEST CORNER OF AN
 JA1980'OLD FARM HOUSE, 20 FEET OF A 10-INCH CEDAR TREE, 12
 JA1980'FEET EAST
 JA1980'SOUTHWEST OF A STANDARD REFERENCE POST AND 10 FEET SOUTH OF THE SOUTH
 JA1980'EDGE OF A
 JA1980'CULTIVATED FIELD.  THE MARK IS FLUSH WITH THE GROUND AND
 JA1980'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
 JA1980'THE EAST EDGE OF A CULTIVATED FIELD.  THE MARK PROJECTS
 JA1980'6 INCHES AND THE DISK IS
 JA1980'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
 JA1980'CORNER OF THE HOUSE AND 4 FEET NORTHEAST OF A 10
 JA1980'INCH CEDAR TREE.  THE MARK PROJECTS
 JA1980'2 INCHES AND THE DISK IS STAMPED
 JA1980'FRAME NO 2 1946.
 JA1980'
 JA1980'THE AZIMUTH MARK IS 2.55 MILES SOUTH ON HIGHWAY 45 FROM THE RAILROAD
 JA1980'CROSSING IN
 JA1980'GENTRYVILLE, APPROXIMATE 0.4 MILE SOUTHWEST OF THE STATION, 44
 JA1980'FEET WEST OF THE
 JA1980'CENTERLINE OF THE HIGHWAY, 5 FEET NORTH OF A 14-INCH
 JA1980'TWIN CHERRY TREE AND 2 FEET WEST OF
 JA1980'A STANDARD REFERENCE POST.  THE
 JA1980'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
 JA1980'SOUTH ON HIGHWAY 45 FOR 2.2 MILES TO A ROADSIDE TABLE
 JA1980'AT THE RIGHT AND A WIRE GATE IN
 JA1980'FENCE ON THE LEFT, ENTER GATE AND
 JA1980'FOLLOW TRACK ROAD FOR 0.1 MILE TO THE TOP OF THE
 JA1980'HILL AND THE STATION.
 JA1980'
 JA1980'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2567 ***********************************************************************
 ME2567  DESIGNATION -  FRAN
 ME2567  PID         -  ME2567
 ME2567  STATE/COUNTY-  IN/LAKE
 ME2567  USGS QUAD   -  CROWN POINT (1992)
 ME2567
 ME2567                         *CURRENT SURVEY CONTROL
 ME2567  ___________________________________________________________________
 ME2567* NAD 83(1997)-  41 28 15.72113(N)    087 16 40.76366(W)     ADJUSTED  
 ME2567* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 ME2567  ___________________________________________________________________
 ME2567  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 ME2567  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 ME2567
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2567
 ME2567.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2567.See file dsdata.txt to determine how the superseded data were derived.
 ME2567
 ME2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7678891086(NAD 83)
 ME2567_MARKER: DS = TRIANGULATION STATION DISK
 ME2567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2567
 ME2567  HISTORY     - Date     Condition        Report By
 ME2567  HISTORY     - 1952     MONUMENTED       CGS
 ME2567  HISTORY     - 1968     GOOD             CGS
 ME2567  HISTORY     - 1972     SEE DESCRIPTION  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
 ME2567'MILES EAST OF MERRILLVILLE,
 ME2567'IN THE ISLAND BETWEEN THE NORTH AND SOUTH LANES OF U.S. HIGHWAY 30.
 ME2567'IT IS 27 FEET SOUTH OF THE CENTER
 ME2567'OF THE NORTH LANE OF THE HIGHWAY, 55 FEET WEST OF THE
 ME2567'INTERSECTION OF A PAVED CROSSROAD AND U.S.
 ME2567'HIGHWAY 30.  THE MARK IS FLUSH AND THE DISK
 ME2567'IS 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
 ME2567'OF THE INTERSECTION OF A PAVED CROSSROAD AND U.S. HIGHWAY 30
 ME2567'AND 3 FEET WEST OF A WHITE POST.
 ME2567'THE MARK IS FLUSH AND THE DISK IS STAMPED FRAN NO 1
 ME2567'1952.
 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
 ME2567'AND THE DISK IS STAMPED FRAN NO 2 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
 ME2567'POLE AND 2 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 ME2567'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
 ME2567'MILE SOUTH OF MERRILLVILLE, GO EAST ON HIGHWAY 30 FOR 2.6 MILES TO
 ME2567'AZIMUTH MARK ON THE LEFT AS
 ME2567'DESCRIBED, CONTINUE AHEAD ON HIGHWAY FOR 0.4 MILE TO A
 ME2567'PAVED CROSSROAD AND THE 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
 ME2567'WITH THE BELOW
 ME2567'CHANGES.
 ME2567'
 ME2567'THE CROSSROAD AT THE STATION IS CLAY STREET, THE STATION MARK IS
 ME2567'1 FOOT EAST OF A
 ME2567'METAL WITNESS POST AND NORTH AND ACROSS THE ROAD
 ME2567'FROM 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
 ME2567'TO THE DORM MOTEL,
 ME2567'7 FEET SOUTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER
 ME2567'AND 1 FOOT WEST OF A METAL WITNESS
 ME2567'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
 ME2567'2 CHECKED.  THE
 ME2567'DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE SHORTER BY
 ME2567'0.05 OF A FOOT.  THE DIRECTION TO
 ME2567'THE MARKS CHECKED.  A NEW DESCRIPTION
 ME2567'FOLLOWS-
 ME2567'
 ME2567'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF CROWN POINT,
 ME2567'IN THE GRASSY
 ME2567'DIVIDER OF THE EAST-WEST BOUND LANES OF U.S. HIGHWAY 30,
 ME2567'52 FEET WEST OF THE CENTERLINE
 ME2567'OF A CROSSOVER (CLAY ST.), 27 FEET SOUTH
 ME2567'OF THE WEST BOUND LANE OF THE HIGHWAY, 38 FEET
 ME2567'NORTH OF THE CENTERLINE
 ME2567'OF THE EAST BOUND LANE OF HIGHWAY, 1 FOOT NORTHEAST OF A METAL
 ME2567'WITNESS POST, SOUTH
 ME2567'AND ACROSS THE HIGHWAY FROM CHUCKS ARCO SERVICE STATION AND
 ME2567'NORTH AND ACROSS THE HIGHWAY
 ME2567'FROM THE FRAN DENE INN.  THE MONUMENT IS
 ME2567'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
 ME2567'65 (ABOUT 1 MILE SOUTH OF MERRILLVILLE), GO EAST ON
 ME2567'HIGHWAY 30 FOR 2.6 MILES TO THE
 ME2567'AZIMUTH MARK ON THE LEFT.  CONTINUE EAST
 ME2567'ON THE HIGHWAY FOR 0.4 MILE TO A PAVED CROSSOVER
 ME2567'(CLAY ST.) AND THE
 ME2567'STATION.
 ME2567'
 ME2567'REFERENCE MARK 1 IS 18 FEET SOUTH OF THE CENTERLINE OF THE WEST
 ME2567'BOUND LANE, 48
 ME2567'FEET NORTH OF THE CENTERLINE OF THE EAST BOUND LANE AND
 ME2567'21 FEET WEST OF THE CENTERLINE OF
 ME2567'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
 ME2567'BOUND LANE, 51
 ME2567'FEET NORTH OF THE CENTERLINE OF THE EAST BOUND LANE AND
 ME2567'90 FEET WEST OF THE CENTERLINE OF
 ME2567'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
 ME2567'BOUND LANE, 1 FOOT
 ME2567'WEST OF A METAL WITNESS POST, 4 FEET SOUTHWEST OF A
 ME2567'POWER POLE, 8 FEET SOUTHEAST OF A
 ME2567'CONCRETE RIGHT-OF-WAY POST AND 151
 ME2567'FEET EAST OF THE CENTERLINE OF DRIVEWAY TO THE DORM
 ME2567'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 = OCTOBER  6, 2006
 LB2666 ***********************************************************************
 LB2666  DESIGNATION -  FRANCESVILLE
 LB2666  PID         -  LB2666
 LB2666  STATE/COUNTY-  IN/PULASKI
 LB2666  USGS QUAD   -  FRANCESVILLE (1986)
 LB2666
 LB2666                         *CURRENT SURVEY CONTROL
 LB2666  ___________________________________________________________________
 LB2666* NAD 83(1997)-  40 59 03.54438(N)    086 53 12.55574(W)     ADJUSTED  
 LB2666* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 LB2666  ___________________________________________________________________
 LB2666  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 LB2666  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 LB2666
 LB2666  HORZ ORDER  -  SECOND
 LB2666
 LB2666.The horizontal coordinates were established by classical geodetic methods
 LB2666.and adjusted by the National Geodetic Survey in May 1999..
 LB2666
 LB2666.The orthometric height was scaled from a topographic map.
 LB2666
 LB2666.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2666
 LB2666.The geoid height was determined by GEOID03.
 LB2666
 LB2666;                    North         East     Units Scale Factor Converg.
 LB2666;SPC IN W     -   636,835.296   916,536.970   MT  0.99997003   +0 07 44.0
 LB2666;SPC IN W     - 2,089,350.47  3,007,005.04   sFT  0.99997003   +0 07 44.0
 LB2666;UTM  16      - 4,537,022.368   509,520.780   MT  0.99960112   +0 04 27.2
 LB2666
 LB2666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2666!SPC IN W     -   0.99997267  x   0.99997003  =   0.99994270
 LB2666!UTM  16      -   0.99997267  x   0.99960112  =   0.99957380
 LB2666
 LB2666|---------------------------------------------------------------------|
 LB2666| PID    Reference Object                     Distance      Geod. Az  |
 LB2666|                                                           dddmmss.s |
 LB2666| CC8732 FRANCESVILLE RM 1                    26.024 METERS 02758     |
 LB2666| LB2657 SWINGLE                             APPROX. 6.7 KM 0885633.0 |
 LB2666| CC8731 FRANCESVILLE AZ MK                                 1652910.6 |
 LB2666| LB2665 FRANCESVILLE MUNICIPAL TANK          24.238 METERS 25853     |
 LB2666| CC8733 FRANCESVILLE RM 2                    23.706 METERS 26038     |
 LB2666|---------------------------------------------------------------------|
 LB2666
 LB2666                          SUPERSEDED SURVEY CONTROL
 LB2666
 LB2666  NAD 83(1986)-  40 59 03.55001(N)    086 53 12.56473(W) AD(       ) 2
 LB2666  NAD 27      -  40 59 03.40720(N)    086 53 12.50320(W) AD(       ) 2
 LB2666
 LB2666.Superseded values are not recommended for survey control.
 LB2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2666.See file dsdata.txt to determine how the superseded data were derived.
 LB2666
 LB2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0952137022(NAD 83)
 LB2666_MARKER: DS = TRIANGULATION STATION DISK
 LB2666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2666_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2666
 LB2666  HISTORY     - Date     Condition        Report By
 LB2666  HISTORY     - 1947     MONUMENTED       CGS
 LB2666  HISTORY     - 1977     GOOD             NGS
 LB2666  HISTORY     - 1989     GOOD             USPSQD
 LB2666
 LB2666                          STATION DESCRIPTION
 LB2666
 LB2666'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2666'STATION IS LOCATED IN THE SOUTHWEST SECTION OF FRANCESVILLE ONE BLOCK
 LB2666'SOUTH OF THE PUBLIC SCHOOL.  IT IS 119 FEET NORTHEAST OF THE
 LB2666'NORTHEAST CORNER OF A BRICK POWER HOUSE, 109 FEET SOUTH OF THE CENTER
 LB2666'OF MACADAM ROAD, 78 FEET EAST OF THE FRANCESVILLE MUNICIPAL
 LB2666'WATER TANK AND 42 FEET WEST OF A FENCELINE.  THE MARK IS FLUSH AND
 LB2666'THE DISK IS STAMPED FRANCESVILLE 1947.
 LB2666'
 LB2666'REFERENCE MARK NO. 1 IS 85.38 FEET NORTHEAST OF THE STATION.  IT IS
 LB2666'33 FEET SOUTH OF THE CENTER OF MACADAM ROAD, 4 FEET SOUTH OF A WHITE
 LB2666'WITNESS POST AND 1 FOOT WEST OF A FENCELINE.  THE MARK IS FLUSH
 LB2666'AND THE DISK IS STAMPED FRANCESVILLE NO 1 1947.
 LB2666'
 LB2666'REFERENCE MARK NO. 2 IS 77.77 FEET SOUTHWEST OF THE STATION.  IT IS
 LB2666'58 FEET EAST OF A FENCELINE AND IN THE NORTHEAST CORNER OF THE BASE
 LB2666'OF THE STANDPIPE OF WATER TANK.  IT IS A STANDARD USC AND GS
 LB2666'REFERENCE MARK DISK SET FLUSH IN THE CONCRETE BASE OF THE
 LB2666'FOUNDATION AND IS STAMPED FRANCESVILLE NO 2 1947.
 LB2666'
 LB2666'AZIMUTH MARK IS 0.4 MILE SOUTHEAST OF THE STATION.  IT IS 38 FEET
 LB2666'EAST OF A DRIVEWAY, 22 FEET SOUTH OF THE CENTER OF MACADAM ROAD, 2
 LB2666'FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A
 LB2666'FENCELINE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 LB2666'STAMPED FRANCESVILLE 1947.
 LB2666'
 LB2666'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON MACADAM ROAD
 LB2666'FOR 0.2 MILE TO THE JUNCTION OF STATE HIGHWAY NO. 43, TURN LEFT SOUTH
 LB2666'AND GO 0.5 MILE TO A MACADAM T-ROAD LEFT, TURN LEFT AND GO 0.4 MILE
 LB2666'TO THE AZIMUTH MARK ON THE RIGHT.
 LB2666'
 LB2666'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2666
 LB2666                          STATION RECOVERY (1977)
 LB2666
 LB2666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LB2666'THE STATION UNDERGROUND MARK FOUND IN GOOD CONDITION.  THE SURFACE
 LB2666'MARK WAS FOUND LAYING AT THE SW LEG OF THE WATER TANK.  RM 1, 2 AND
 LB2666'THE AZIMUTH MARK FOUND IN GOOD CONDITION, THE AZIMUTH MARK IS NOW NOT
 LB2666'VISIBLE NOW AS NEW HOMES BUILT ON LINE BLOCK VISIBILITY TO MARK.  THE
 LB2666'ANGLE BETWEEN THE REFERENCE MARKS WAS LARGER BY 02 MINUTES AND 13
 LB2666'SECONDS.  A NEW SURFACE STATION MARK WAS SET HOLDING THE EXACT POINT
 LB2666'OF THE UNDERGROUND MARK.
 LB2666'
 LB2666'THE STATION IS LOCATED NEAR THE FRANCESVILLE WATER TANK AND ON CITY
 LB2666'PROPERTY.  IT IS 110 FEET S OF THE CENTERLINE OF W JAMES STREET, 53
 LB2666'FEET SW OF THE SW CORNER OF HOUSE, 57.5 FEET NW OF POWER LINE POLE
 LB2666'738 496, 120 FEET NE OF THE NE CORNER OF SMALL BRICK POWER HOUSE AND
 LB2666'78 FEET E OF THE STANDPIPE OF WATER TANK.  THE MARK IS FLUSH AND THE
 LB2666'DISK STAMPED FRANCESVILLE 1947 1977.
 LB2666
 LB2666                          STATION RECOVERY (1989)
 LB2666
 LB2666'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB2666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2665 ***********************************************************************
 LB2665  DESIGNATION -  FRANCESVILLE MUNICIPAL TANK
 LB2665  PID         -  LB2665
 LB2665  STATE/COUNTY-  IN/PULASKI
 LB2665  USGS QUAD   -  FRANCESVILLE (1986)
 LB2665
 LB2665                         *CURRENT SURVEY CONTROL
 LB2665  ___________________________________________________________________
 LB2665* NAD 83(1997)-  40 59 03.39299(N)    086 53 13.57315(W)     ADJUSTED  
 LB2665* NAVD 88     -                                                        
 LB2665  ___________________________________________________________________
 LB2665  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 LB2665  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 LB2665
 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
 LB2665.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2665
 LB2665.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2665
 LB2665  NAD 83(1986)-  40 59 03.39828(N)    086 53 13.58204(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2665.See file dsdata.txt to determine how the superseded data were derived.
 LB2665
 LB2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0949737018(NAD 83)
 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 = OCTOBER  6, 2006
 DG9014 ***********************************************************************
 DG9014  CBN         -  This is a Cooperative Base Network Control Station.
 DG9014  DESIGNATION -  FRANCESVILLE RESET
 DG9014  PID         -  DG9014
 DG9014  STATE/COUNTY-  IN/PULASKI
 DG9014  USGS QUAD   -  FRANCESVILLE (1986)
 DG9014
 DG9014                         *CURRENT SURVEY CONTROL
 DG9014  ___________________________________________________________________
 DG9014* NAD 83(1997)-  40 59 03.54519(N)    086 53 12.55459(W)     ADJUSTED  
 DG9014* NAVD 88     -       207.4    (meters)     680.     (feet)  GPS OBS   
 DG9014  ___________________________________________________________________
 DG9014  X           -     261,868.215 (meters)                     COMP
 DG9014  Y           -  -4,814,748.461 (meters)                     COMP
 DG9014  Z           -   4,161,222.647 (meters)                     COMP
 DG9014  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 DG9014  ELLIP HEIGHT-         173.75  (meters)          (01/19/05) GPS OBS
 DG9014  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 DG9014
 DG9014  HORZ ORDER  -  A
 DG9014  ELLP ORDER  -  FOURTH    CLASS I
 DG9014
 DG9014.The horizontal coordinates were established by GPS observations
 DG9014.and adjusted by the National Geodetic Survey in January 2005..
 DG9014
 DG9014.The orthometric height was determined by GPS observations and a
 DG9014.high-resolution geoid model.
 DG9014
 DG9014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9014
 DG9014.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9014
 DG9014.The ellipsoidal height was determined by GPS observations
 DG9014.and is referenced to NAD 83.
 DG9014
 DG9014.The geoid height was determined by GEOID03.
 DG9014
 DG9014;                    North         East     Units Scale Factor Converg.
 DG9014;SPC IN W     -   636,835.321   916,536.997   MT  0.99997003   +0 07 44.0
 DG9014;SPC IN W     - 2,089,350.55  3,007,005.13   sFT  0.99997003   +0 07 44.0
 DG9014;UTM  16      - 4,537,022.393   509,520.807   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                          SUPERSEDED SURVEY CONTROL
 DG9014
 DG9014.No superseded survey control is available for this station.
 DG9014
 DG9014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0952137022(NAD 83)
 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     - 20030617 GOOD             IN-073
 DG9014
 DG9014                          STATION DESCRIPTION
 DG9014
 DG9014'DESCRIBED 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
 DG9014'TO 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 = OCTOBER  6, 2006
 JA2006 ***********************************************************************
 JA2006  DESIGNATION -  FRANCISCO BRICK STACK
 JA2006  PID         -  JA2006
 JA2006  STATE/COUNTY-  IN/GIBSON
 JA2006  USGS QUAD   -  FRANCISCO (1977)
 JA2006
 JA2006                         *CURRENT SURVEY CONTROL
 JA2006  ___________________________________________________________________
 JA2006* NAD 83(1997)-  38 19 19.94522(N)    087 27 47.10386(W)     ADJUSTED  
 JA2006* NAVD 88     -                                                        
 JA2006  ___________________________________________________________________
 JA2006  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 JA2006  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JA2006
 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
 JA2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2006
 JA2006.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA2006
 JA2006  NAD 83(1993)-  38 19 19.95128(N)    087 27 47.10351(W) AD(       ) 4
 JA2006  NAD 83(1986)-  38 19 19.95405(N)    087 27 47.10496(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2006.See file dsdata.txt to determine how the superseded data were derived.
 JA2006
 JA2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5952141667(NAD 83)
 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 = OCTOBER  6, 2006
 JZ2002 ***********************************************************************
 JZ2002  DESIGNATION -  FRANK S 1
 JZ2002  PID         -  JZ2002
 JZ2002  STATE/COUNTY-  IN/FRANKLIN
 JZ2002  USGS QUAD   -  METAMORA (1993)
 JZ2002
 JZ2002                         *CURRENT SURVEY CONTROL
 JZ2002  ___________________________________________________________________
 JZ2002* NAD 83(1986)-  39 26 47.     (N)    085 09 03.     (W)     SCALED    
 JZ2002* NAVD 88     -       211.628  (meters)     694.32   (feet)  ADJUSTED  
 JZ2002  ___________________________________________________________________
 JZ2002  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ2002  DYNAMIC HT  -         211.499 (meters)     693.89  (feet)  COMP
 JZ2002  MODELED GRAV-     980,013.5   (mgal)                       NAVD 88
 JZ2002
 JZ2002  VERT ORDER  -  SECOND    CLASS 0
 JZ2002
 JZ2002.The horizontal coordinates were scaled from a topographic map and have
 JZ2002.an estimated accuracy of +/- 6 seconds.
 JZ2002
 JZ2002.The orthometric height was determined by differential leveling
 JZ2002.and adjusted by the National Geodetic Survey in June 1991..
 JZ2002
 JZ2002.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2002.See file dsdata.txt to determine how the superseded data were derived.
 JZ2002
 JZ2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ591679(NAD 83)
 JZ2002_MARKER: DD = SURVEY DISK
 JZ2002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2002_SP_SET: BRIDGE
 JZ2002_STAMPING: FRANK S 1
 JZ2002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2002
 JZ2002  HISTORY     - Date     Condition        Report By
 JZ2002  HISTORY     - UNK      MONUMENTED       INHD
 JZ2002  HISTORY     - 1947     GOOD             NGS
 JZ2002
 JZ2002                          STATION DESCRIPTION
 JZ2002
 JZ2002'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0920 ***********************************************************************
 LB0920  DESIGNATION -  FRANKFORT
 LB0920  PID         -  LB0920
 LB0920  STATE/COUNTY-  IN/CLINTON
 LB0920  USGS QUAD   -  FRANKFORT (1991)
 LB0920
 LB0920                         *CURRENT SURVEY CONTROL
 LB0920  ___________________________________________________________________
 LB0920* NAD 83(1997)-  40 16 05.49535(N)    086 30 25.50216(W)     ADJUSTED  
 LB0920* NAVD 88     -       264.315  (meters)     867.17   (feet)  ADJUSTED  
 LB0920  ___________________________________________________________________
 LB0920  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 LB0920  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 LB0920  DYNAMIC HT  -         264.176 (meters)     866.72  (feet)  COMP
 LB0920  MODELED GRAV-     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
 LB0920.and adjusted by the National Geodetic Survey in June 1991..
 LB0920
 LB0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB0920
 LB0920.The geoid height was determined by GEOID03.
 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;                    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  =   0.99958549
 LB0920
 LB0920:                Primary Azimuth Mark                     Grid Az
 LB0920:SPC IN W     -  FRANKFORT CITY PARK TANK                 005 16 33.6
 LB0920:UTM  16      -  FRANKFORT CITY PARK TANK                 005 19 47.5
 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
 LB0920.Superseded values are not recommended for survey control.
 LB0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0920.See file dsdata.txt to determine how the superseded data were derived.
 LB0920
 LB0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4191057641(NAD 83)
 LB0920_MARKER: DS = TRIANGULATION STATION DISK
 LB0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0920_STAMPING: FRANKFORT 1934
 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             NGS
 LB0920  HISTORY     - 1948     GOOD             CGS
 LB0920  HISTORY     - 1966     GOOD             CGS
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0744 ***********************************************************************
 LB0744  DESIGNATION -  FRANKFORT
 LB0744  PID         -  LB0744
 LB0744  STATE/COUNTY-  IN/CLINTON
 LB0744  USGS QUAD   -  FRANKFORT (1991)
 LB0744
 LB0744                         *CURRENT SURVEY CONTROL
 LB0744  ___________________________________________________________________
 LB0744* NAD 83(1986)-  40 16 53.     (N)    086 30 39.     (W)     SCALED    
 LB0744* NAVD 88     -       260.473  (meters)     854.57   (feet)  ADJUSTED  
 LB0744  ___________________________________________________________________
 LB0744  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 LB0744  DYNAMIC HT  -         260.337 (meters)     854.12  (feet)  COMP
 LB0744  MODELED GRAV-     980,095.4   (mgal)                       NAVD 88
 LB0744
 LB0744  VERT ORDER  -  SECOND    CLASS 0
 LB0744
 LB0744.The horizontal coordinates were scaled from a topographic map and have
 LB0744.an estimated accuracy of +/- 6 seconds.
 LB0744
 LB0744.The orthometric height was determined by differential leveling
 LB0744.and adjusted by the National Geodetic Survey in June 1991..
 LB0744
 LB0744.The geoid height was determined by GEOID03.
 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     -   558,920.      948,690.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0744.See file dsdata.txt to determine how the superseded data were derived.
 LB0744
 LB0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK415591(NAD 83)
 LB0744_MARKER: DB = BENCH MARK DISK
 LB0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0744_STAMPING: FRANKFORT 1934
 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             NGS
 LB0744
 LB0744                          STATION DESCRIPTION
 LB0744
 LB0744'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0918 ***********************************************************************
 LB0918  DESIGNATION -  FRANKFORT AZ MK
 LB0918  PID         -  LB0918
 LB0918  STATE/COUNTY-  IN/CLINTON
 LB0918  USGS QUAD   -  FRANKFORT (1991)
 LB0918
 LB0918                         *CURRENT SURVEY CONTROL
 LB0918  ___________________________________________________________________
 LB0918* NAD 83(1986)-  40 15 58.     (N)    086 30 38.     (W)     SCALED    
 LB0918* NAVD 88     -       265.262  (meters)     870.28   (feet)  ADJUSTED  
 LB0918  ___________________________________________________________________
 LB0918  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 LB0918  DYNAMIC HT  -         265.122 (meters)     869.82  (feet)  COMP
 LB0918  MODELED GRAV-     980,092.9   (mgal)                       NAVD 88
 LB0918
 LB0918  VERT ORDER  -  SECOND    CLASS 0
 LB0918
 LB0918.The horizontal coordinates were scaled from a topographic map and have
 LB0918.an estimated accuracy of +/- 6 seconds.
 LB0918
 LB0918.The orthometric height was determined by differential leveling
 LB0918.and adjusted by the National Geodetic Survey in June 1991..
 LB0918
 LB0918.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0918.See file dsdata.txt to determine how the superseded data were derived.
 LB0918
 LB0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK416574(NAD 83)
 LB0918_MARKER: DZ = AZIMUTH MARK DISK
 LB0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0918_STAMPING: FRANKFORT 1934
 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             NGS
 LB0918
 LB0918                          STATION DESCRIPTION
 LB0918
 LB0918'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB2553 ***********************************************************************
 LB2553  DESIGNATION -  FRANKFORT BEL TEL MW KSN 77
 LB2553  PID         -  LB2553
 LB2553  STATE/COUNTY-  IN/CLINTON
 LB2553  USGS QUAD   -  FRANKFORT (1991)
 LB2553
 LB2553                         *CURRENT SURVEY CONTROL
 LB2553  ___________________________________________________________________
 LB2553* NAD 83(1997)-  40 18 18.08259(N)    086 30 00.23280(W)     ADJUSTED  
 LB2553* NAVD 88     -                                                        
 LB2553  ___________________________________________________________________
 LB2553  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 LB2553  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LB2553
 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
 LB2553.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2553
 LB2553.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2553
 LB2553  NAD 83(1986)-  40 18 18.08938(N)    086 30 00.24262(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2553.See file dsdata.txt to determine how the superseded data were derived.
 LB2553
 LB2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4248461733(NAD 83)
 LB2553
 LB2553  HISTORY     - Date     Condition        Report By
 LB2553  HISTORY     - 1970     MONUMENTED       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 = OCTOBER  6, 2006
 LB2547 ***********************************************************************
 LB2547  DESIGNATION -  FRANKFORT CITY PARK TANK
 LB2547  PID         -  LB2547
 LB2547  STATE/COUNTY-  IN/CLINTON
 LB2547  USGS QUAD   -  FRANKFORT (1991)
 LB2547
 LB2547                         *CURRENT SURVEY CONTROL
 LB2547  ___________________________________________________________________
 LB2547* NAD 83(1997)-  40 17 36.20587(N)    086 30 13.78568(W)     ADJUSTED  
 LB2547* NAVD 88     -                                                        
 LB2547  ___________________________________________________________________
 LB2547  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 LB2547  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 LB2547
 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
 LB2547.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2547
 LB2547.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2547
 LB2547  NAD 83(1986)-  40 17 36.21272(N)    086 30 13.79846(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2547.See file dsdata.txt to determine how the superseded data were derived.
 LB2547
 LB2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4217160440(NAD 83)
 LB2547_MARKER: 51 = 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 = OCTOBER  6, 2006
 LB2539 ***********************************************************************
 LB2539  DESIGNATION -  FRANKFORT CITY POWER PLANT STK
 LB2539  PID         -  LB2539
 LB2539  STATE/COUNTY-  IN/CLINTON
 LB2539  USGS QUAD   -  MICHIGANTOWN (1980)
 LB2539
 LB2539                         *CURRENT SURVEY CONTROL
 LB2539  ___________________________________________________________________
 LB2539* NAD 83(1997)-  40 17 09.99093(N)    086 29 58.56224(W)     ADJUSTED  
 LB2539* NAVD 88     -                                                        
 LB2539  ___________________________________________________________________
 LB2539  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 LB2539  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 LB2539
 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
 LB2539.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2539
 LB2539.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2539
 LB2539  NAD 83(1986)-  40 17 09.99781(N)    086 29 58.57505(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2539.See file dsdata.txt to determine how the superseded data were derived.
 LB2539
 LB2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4253559633(NAD 83)
 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 = OCTOBER  6, 2006
 LB2549 ***********************************************************************
 LB2549  DESIGNATION -  FRANKFORT CLINTON CTHSE DOME
 LB2549  PID         -  LB2549
 LB2549  STATE/COUNTY-  IN/CLINTON
 LB2549  USGS QUAD   -  FRANKFORT (1991)
 LB2549
 LB2549                         *CURRENT SURVEY CONTROL
 LB2549  ___________________________________________________________________
 LB2549* NAD 83(1997)-  40 16 52.09814(N)    086 30 40.81143(W)     ADJUSTED  
 LB2549* NAVD 88     -                                                        
 LB2549  ___________________________________________________________________
 LB2549  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 LB2549  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 LB2549
 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
 LB2549.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2549
 LB2549.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2549
 LB2549  NAD 83(1986)-  40 16 52.10515(N)    086 30 40.82445(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2549.See file dsdata.txt to determine how the superseded data were derived.
 LB2549
 LB2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4154159076(NAD 83)
 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 = OCTOBER  6, 2006
 LB2551 ***********************************************************************
 LB2551  DESIGNATION -  FRANKFORT HEATING PLANT STACK
 LB2551  PID         -  LB2551
 LB2551  STATE/COUNTY-  IN/CLINTON
 LB2551  USGS QUAD   -  FRANKFORT (1991)
 LB2551
 LB2551                         *CURRENT SURVEY CONTROL
 LB2551  ___________________________________________________________________
 LB2551* NAD 83(1997)-  40 16 56.48798(N)    086 30 46.46488(W)     ADJUSTED  
 LB2551* NAVD 88     -                                                        
 LB2551  ___________________________________________________________________
 LB2551  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 LB2551  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 LB2551
 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
 LB2551.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2551
 LB2551.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2551
 LB2551  NAD 83(1986)-  40 16 56.49491(N)    086 30 46.47769(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2551.See file dsdata.txt to determine how the superseded data were derived.
 LB2551
 LB2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4140659211(NAD 83)
 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 = OCTOBER  6, 2006
 LB2548 ***********************************************************************
 LB2548  DESIGNATION -  FRANKFORT INDIANA BRASS CO TK
 LB2548  PID         -  LB2548
 LB2548  STATE/COUNTY-  IN/CLINTON
 LB2548  USGS QUAD   -  FRANKFORT (1991)
 LB2548
 LB2548                         *CURRENT SURVEY CONTROL
 LB2548  ___________________________________________________________________
 LB2548* NAD 83(1997)-  40 16 53.75165(N)    086 31 13.63712(W)     ADJUSTED  
 LB2548* NAVD 88     -                                                        
 LB2548  ___________________________________________________________________
 LB2548  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 LB2548  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 LB2548
 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
 LB2548.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2548
 LB2548.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2548
 LB2548  NAD 83(1986)-  40 16 53.75863(N)    086 31 13.64996(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2548.See file dsdata.txt to determine how the superseded data were derived.
 LB2548
 LB2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4076559123(NAD 83)
 LB2548_MARKER: 51 = 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 = OCTOBER  6, 2006
 LB2550 ***********************************************************************
 LB2550  DESIGNATION -  FRANKFORT INGRAM RICHARDSON TK
 LB2550  PID         -  LB2550
 LB2550  STATE/COUNTY-  IN/CLINTON
 LB2550  USGS QUAD   -  FRANKFORT (1991)
 LB2550
 LB2550                         *CURRENT SURVEY CONTROL
 LB2550  ___________________________________________________________________
 LB2550* NAD 83(1997)-  40 16 52.37424(N)    086 31 53.98862(W)     ADJUSTED  
 LB2550* NAVD 88     -                                                        
 LB2550  ___________________________________________________________________
 LB2550  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 LB2550  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 LB2550
 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
 LB2550.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2550
 LB2550.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2550
 LB2550  NAD 83(1986)-  40 16 52.38129(N)    086 31 54.00173(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2550.See file dsdata.txt to determine how the superseded data were derived.
 LB2550
 LB2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3981359075(NAD 83)
 LB2550_MARKER: 51 = 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 = OCTOBER  6, 2006
 LB2535 ***********************************************************************
 LB2535  DESIGNATION -  FRANKFORT RADIO STA WILO MAST
 LB2535  PID         -  LB2535
 LB2535  STATE/COUNTY-  IN/CLINTON
 LB2535  USGS QUAD   -  MICHIGANTOWN (1980)
 LB2535
 LB2535                         *CURRENT SURVEY CONTROL
 LB2535  ___________________________________________________________________
 LB2535* NAD 83(1997)-  40 16 40.35433(N)    086 29 06.97536(W)     ADJUSTED  
 LB2535* NAVD 88     -                                                        
 LB2535  ___________________________________________________________________
 LB2535  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 LB2535  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 LB2535
 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
 LB2535.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2535
 LB2535.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2535
 LB2535  NAD 83(1986)-  40 16 40.36116(N)    086 29 06.98859(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2535.See file dsdata.txt to determine how the superseded data were derived.
 LB2535
 LB2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4375958727(NAD 83)
 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 (ELJ)
 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 = OCTOBER  6, 2006
 LB0921 ***********************************************************************
 LB0921  DESIGNATION -  FRANKFORT RM 1
 LB0921  PID         -  LB0921
 LB0921  STATE/COUNTY-  IN/CLINTON
 LB0921  USGS QUAD   -  FRANKFORT (1991)
 LB0921
 LB0921                         *CURRENT SURVEY CONTROL
 LB0921  ___________________________________________________________________
 LB0921* NAD 83(1986)-  40 16 05.     (N)    086 30 25.     (W)     SCALED    
 LB0921* NAVD 88     -       263.957  (meters)     866.00   (feet)  ADJUSTED  
 LB0921  ___________________________________________________________________
 LB0921  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 LB0921  DYNAMIC HT  -         263.818 (meters)     865.54  (feet)  COMP
 LB0921  MODELED GRAV-     980,092.9   (mgal)                       NAVD 88
 LB0921
 LB0921  VERT ORDER  -  SECOND    CLASS 0
 LB0921
 LB0921.The horizontal coordinates were scaled from a topographic map and have
 LB0921.an estimated accuracy of +/- 6 seconds.
 LB0921
 LB0921.The orthometric height was determined by differential leveling
 LB0921.and adjusted by the National Geodetic Survey in June 1991..
 LB0921
 LB0921.The geoid height was determined by GEOID03.
 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     -   557,440.      949,030.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0921.See file dsdata.txt to determine how the superseded data were derived.
 LB0921
 LB0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK419576(NAD 83)
 LB0921_MARKER: DR = REFERENCE MARK DISK
 LB0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0921_STAMPING: FRANKFORT NO 1 1934
 LB0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0921+STABILITY: SURFACE MOTION
 LB0921
 LB0921  HISTORY     - Date     Condition        Report By
 LB0921  HISTORY     - 1934     MONUMENTED       CGS
 LB0921  HISTORY     - 1946     GOOD             NGS
 LB0921
 LB0921                          STATION DESCRIPTION
 LB0921
 LB0921'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0919 ***********************************************************************
 LB0919  DESIGNATION -  FRANKFORT RM 2
 LB0919  PID         -  LB0919
 LB0919  STATE/COUNTY-  IN/CLINTON
 LB0919  USGS QUAD   -  FRANKFORT (1991)
 LB0919
 LB0919                         *CURRENT SURVEY CONTROL
 LB0919  ___________________________________________________________________
 LB0919* NAD 83(1986)-  40 16 05.     (N)    086 30 25.     (W)     SCALED    
 LB0919* NAVD 88     -       264.646  (meters)     868.26   (feet)  ADJUSTED  
 LB0919  ___________________________________________________________________
 LB0919  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 LB0919  DYNAMIC HT  -         264.507 (meters)     867.80  (feet)  COMP
 LB0919  MODELED GRAV-     980,092.9   (mgal)                       NAVD 88
 LB0919
 LB0919  VERT ORDER  -  SECOND    CLASS 0
 LB0919
 LB0919.The horizontal coordinates were scaled from a topographic map and have
 LB0919.an estimated accuracy of +/- 6 seconds.
 LB0919
 LB0919.The orthometric height was determined by differential leveling
 LB0919.and adjusted by the National Geodetic Survey in June 1991..
 LB0919
 LB0919.The geoid height was determined by GEOID03.
 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     -   557,440.      949,030.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0919.See file dsdata.txt to determine how the superseded data were derived.
 LB0919
 LB0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK419576(NAD 83)
 LB0919_MARKER: DR = REFERENCE MARK DISK
 LB0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0919_STAMPING: FRANKFORT NO 2 1934
 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             NGS
 LB0919
 LB0919                          STATION DESCRIPTION
 LB0919
 LB0919'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1965 ***********************************************************************
 KA1965  DESIGNATION -  FRANKLIN
 KA1965  PID         -  KA1965
 KA1965  STATE/COUNTY-  IN/JOHNSON
 KA1965  USGS QUAD   -  FRANKLIN (1994)
 KA1965
 KA1965                         *CURRENT SURVEY CONTROL
 KA1965  ___________________________________________________________________
 KA1965* NAD 83(1997)-  39 28 52.80005(N)    086 03 04.28334(W)     ADJUSTED  
 KA1965* NAVD 88     -       222.27   (+/-2cm)     729.2    (feet)  VERTCON   
 KA1965  ___________________________________________________________________
 KA1965  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 KA1965  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KA1965
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1965
 KA1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1965
 KA1965.The geoid height was determined by GEOID03.
 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     -   0.99997034  x   0.99998014  =   0.99995048
 KA1965!UTM  16      -   0.99997034  x   0.99968198  =   0.99965233
 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  NGVD 29 (07/19/86)  222.39   (m)          729.6    (f) LEVELING    3  
 KA1965
 KA1965.Superseded values are not recommended for survey control.
 KA1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1965.See file dsdata.txt to determine how the superseded data were derived.
 KA1965
 KA1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8160070622(NAD 83)
 KA1965_MARKER: DS = TRIANGULATION STATION DISK
 KA1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1965
 KA1965  HISTORY     - Date     Condition        Report By
 KA1965  HISTORY     - 1920     MONUMENTED       CGS
 KA1965  HISTORY     - 1973     GOOD             BRADY
 KA1965  HISTORY     - 1974     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1827 ***********************************************************************
 MD1827  DESIGNATION -  FRANKLIN
 MD1827  PID         -  MD1827
 MD1827  STATE/COUNTY-  IN/DE KALB
 MD1827  USGS QUAD   -  BUTLER WEST (1992)
 MD1827
 MD1827                         *CURRENT SURVEY CONTROL
 MD1827  ___________________________________________________________________
 MD1827* NAD 83(1997)-  41 29 07.20204(N)    084 56 58.61145(W)     ADJUSTED  
 MD1827* NAVD 88     -       280.     (meters)     919.     (feet)  SCALED    
 MD1827  ___________________________________________________________________
 MD1827  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 MD1827  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 MD1827
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1827
 MD1827.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1827.See file dsdata.txt to determine how the superseded data were derived.
 MD1827
 MD1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7117494665(NAD 83)
 MD1827_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1827
 MD1827  HISTORY     - Date     Condition        Report By
 MD1827  HISTORY     - 1946     MONUMENTED       CGS
 MD1827  HISTORY     - 1960     SEE DESCRIPTION  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
 MD1827'HIGHWAY 427 IN THE SOUTHWEST CORNER OF A GRAVEL CROSSROAD.  IT IS 75
 MD1827'FEET EAST OF THE NORTHEAST CORNER OF A
 MD1827'SCHOOL BUILDING, 35 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 MD1827'HIGHWAY 427 AND 119 FEET SOUTHWEST OF THE
 MD1827'INTERSECTION OF HIGHWAY 427 AND A GRAVEL ROAD.  THE
 MD1827'MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 MD1827'STAMPED FRANKLIN 1946.
 MD1827'
 MD1827'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION.  IT IS 25 FEET
 MD1827'EAST OF THE APPROXIMATE CENTERLINE OF
 MD1827'HIGHWAY 427, 5 FEET WEST OF A NORTH-SOUTH FENCELINE AND 200 YARDS
 MD1827'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
 MD1827'19 FEET SOUTH OF THE APPROXIMATE
 MD1827'CENTERLINE OF A GRAVEL ROAD AND 30 FEET NORTHEAST OF THE NORTHEAST
 MD1827'CORNER OF A SCHOOL BUILDING.  THE
 MD1827'MARK 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
 MD1827'FEET EAST OF THE CENTERLINE OF
 MD1827'HIGHWAY 427 50 FEET SOUTHEAST OF THE INTERSECTION OF HIGHWAY 427
 MD1827'AND 2 FEET WEST OF A FENCELINE.
 MD1827'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 MD1827'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
 MD1827'IN WATERLOO, GO NORTH ON HIGHWAYS 27 AND 427 FOR 1.3 MILES TO WHERE
 MD1827'STATE HIGHWAY 427 TURNS NORTHEAST,
 MD1827'TURN RIGHT AND FOLLOW HIGHWAY 427 FOR 4.2 MILES TO
 MD1827'THE STATION ON THE LEFT.
 MD1827'
 MD1827'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON HIGHWAY 427
 MD1827'FOR 0.2 MILE TO THE AZIMUTH
 MD1827'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
 MD1827'HEART OF HAMILTON, IN FRANKLIN TOWNSHIP, 52 FEET NW OF CENTER LINE OF
 MD1827'18-FOOT CONCRETE PAVEMENT OF HWY.,
 MD1827'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
 MD1827'SCHOOL BUILDING, 16-1/2 FEET S OF PROJECTED
 MD1827'PLANE OF N WALL OF SAME, STANDARD DISKS STAMPED FRANKLIN 1946
 MD1827'ARE SET IN 1A AND 7A MARKS WITH THE
 MD1827'UPPER ONE FLUSH WITH 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
 MD1827'IN AZIMUTH 126 DEG 13 MIN FROM STATION, 34 FEET NE OF NE CORNER OF
 MD1827'SCHOOL BUILDING, 16 FEET E OF PROJECTED PLANE OF
 MD1827'E WALL OF SAME, 19 FEET S OF CENTER LINE OF ROAD,
 MD1827'AND 1.9 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
 MD1827'AZIMUTH 271 DEG 32 MIN FROM STATION, 69 FEET S OF CENTER LINE OF
 MD1827'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
 MD1827'FEET ESE OF HWY. CENTER LINE, 2.0 FEET HIGHER THAN SAME, ABOUT 125
 MD1827'YARDS SW OF A FARMHOUSE, AND 25
 MD1827'YARDS N OF THE CREST OF A SMALL RIDGE, AND 2 FEET NE OF STEEL WITNESS
 MD1827'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1963 ***********************************************************************
 KA1963  DESIGNATION -  FRANKLIN COURTHOUSE DOME
 KA1963  PID         -  KA1963
 KA1963  STATE/COUNTY-  IN/JOHNSON
 KA1963  USGS QUAD   -  FRANKLIN (1994)
 KA1963
 KA1963                         *CURRENT SURVEY CONTROL
 KA1963  ___________________________________________________________________
 KA1963* NAD 83(1997)-  39 28 48.24672(N)    086 03 18.66852(W)     ADJUSTED  
 KA1963* NAVD 88     -                                                        
 KA1963  ___________________________________________________________________
 KA1963  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 KA1963  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KA1963
 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
 KA1963.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1963
 KA1963.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1963
 KA1963  NAD 83(1986)-  39 28 48.26130(N)    086 03 18.71543(W) AD(       ) 4
 KA1963  NAD 27      -  39 28 48.08000(N)    086 03 18.77000(W) AD(       ) 3
 KA1963
 KA1963.Superseded values are not recommended for survey control.
 KA1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1963.See file dsdata.txt to determine how the superseded data were derived.
 KA1963
 KA1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8125870479(NAD 83)
 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 = OCTOBER  6, 2006
 KA1973 ***********************************************************************
 KA1973  DESIGNATION -  FRANKLIN MASONIC HOME TOWER
 KA1973  PID         -  KA1973
 KA1973  STATE/COUNTY-  IN/JOHNSON
 KA1973  USGS QUAD   -  FRANKLIN (1994)
 KA1973
 KA1973                         *CURRENT SURVEY CONTROL
 KA1973  ___________________________________________________________________
 KA1973* NAD 83(1997)-  39 28 18.71510(N)    086 02 42.17254(W)     ADJUSTED  
 KA1973* NAVD 88     -                                                        
 KA1973  ___________________________________________________________________
 KA1973  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 KA1973  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KA1973
 KA1973  HORZ ORDER  -  THIRD
 KA1973
 KA1973.The horizontal coordinates were established by classical geodetic methods
 KA1973.and adjusted by the National Geodetic Survey in May 1999..
 KA1973
 KA1973
 KA1973.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1973
 KA1973.The geoid height was determined by GEOID03.
 KA1973
 KA1973;                    North         East     Units Scale Factor Converg.
 KA1973;SPC IN E     -   468,949.369    67,442.056   MT  0.99997971   -0 14 25.9
 KA1973;SPC IN E     - 1,538,544.72    221,266.15   sFT  0.99997971   -0 14 25.9
 KA1973;UTM  16      - 4,369,577.276   582,139.668   MT  0.99968307   +0 36 25.5
 KA1973
 KA1973                          SUPERSEDED SURVEY CONTROL
 KA1973
 KA1973  NAD 83(1986)-  39 28 18.73167(N)    086 02 42.22228(W) AD(       ) 4
 KA1973  NAD 27      -  39 28 18.54000(N)    086 02 42.28000(W) AD(       ) 3
 KA1973
 KA1973.Superseded values are not recommended for survey control.
 KA1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1973.See file dsdata.txt to determine how the superseded data were derived.
 KA1973
 KA1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8214069577(NAD 83)
 KA1973_MARKER: 58 = CONTROL TOWER
 KA1973
 KA1973  HISTORY     - Date     Condition        Report By
 KA1973  HISTORY     - 1920     FIRST OBSERVED   CGS
 KA1973  HISTORY     - 20030524 MARK NOT FOUND   GEOCAC
 KA1973
 KA1973                          STATION DESCRIPTION
 KA1973
 KA1973'DESCRIBED BY GEOCACHING 2003 (WJR)
 KA1973'THE LOCATION IS A SMALL GRASSY PLOT.  THERE IS NO TOWER HERE.
 KA1973' 
 KA1973' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1970 ***********************************************************************
 KA1970  DESIGNATION -  FRANKLIN MFG CO WATER TANK
 KA1970  PID         -  KA1970
 KA1970  STATE/COUNTY-  IN/JOHNSON
 KA1970  USGS QUAD   -  FRANKLIN (1994)
 KA1970
 KA1970                         *CURRENT SURVEY CONTROL
 KA1970  ___________________________________________________________________
 KA1970* NAD 83(1997)-  39 29 25.44336(N)    086 02 53.49735(W)     ADJUSTED  
 KA1970* NAVD 88     -                                                        
 KA1970  ___________________________________________________________________
 KA1970  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 KA1970  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KA1970
 KA1970  HORZ ORDER  -  THIRD
 KA1970
 KA1970.The horizontal coordinates were established by classical geodetic methods
 KA1970.and adjusted by the National Geodetic Survey in May 1999..
 KA1970
 KA1970
 KA1970.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1970
 KA1970.The geoid height was determined by GEOID03.
 KA1970
 KA1970;                    North         East     Units Scale Factor Converg.
 KA1970;SPC IN E     -   471,008.362    67,180.088   MT  0.99997992   -0 14 33.5
 KA1970;SPC IN E     - 1,545,299.93    220,406.67   sFT  0.99997992   -0 14 33.5
 KA1970;UTM  16      - 4,371,631.558   581,847.350   MT  0.99968248   +0 36 19.2
 KA1970
 KA1970                          SUPERSEDED SURVEY CONTROL
 KA1970
 KA1970  NAD 83(1986)-  39 29 25.44014(N)    086 02 53.52673(W) AD(       ) 4
 KA1970  NAD 27      -  39 29 25.28000(N)    086 02 53.60900(W) AD(       ) 3
 KA1970
 KA1970.Superseded values are not recommended for survey control.
 KA1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1970.See file dsdata.txt to determine how the superseded data were derived.
 KA1970
 KA1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8184771632(NAD 83)
 KA1970_MARKER: 53 = ELEVATED TANK
 KA1970
 KA1970  HISTORY     - Date     Condition        Report By
 KA1970  HISTORY     - 1920     FIRST OBSERVED   CGS
 KA1970  HISTORY     - 20030526 MARK NOT FOUND   GEOCAC
 KA1970
 KA1970                          STATION DESCRIPTION
 KA1970
 KA1970'DESCRIBED BY GEOCACHING 2003 (WJR)
 KA1970'THIS LOCATION IS AN EMPLOYEE PARKING LOT FOR ARVIN MERITOR.  THERE IS
 KA1970'NO WATER TANK HERE.
 KA1970' 
 KA1970' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1347 ***********************************************************************
 LA1347  DESIGNATION -  FRANKTON
 LA1347  PID         -  LA1347
 LA1347  STATE/COUNTY-  IN/MADISON
 LA1347  USGS QUAD   -  FRANKTON (1994)
 LA1347
 LA1347                         *CURRENT SURVEY CONTROL
 LA1347  ___________________________________________________________________
 LA1347* NAD 83(1997)-  40 14 07.09538(N)    085 49 32.72351(W)     ADJUSTED  
 LA1347* NAVD 88     -       262.672  (meters)     861.78   (feet)  ADJUSTED  
 LA1347  ___________________________________________________________________
 LA1347  X           -     354,926.747 (meters)                     COMP
 LA1347  Y           -  -4,863,111.829 (meters)                     COMP
 LA1347  Z           -   4,098,113.365 (meters)                     COMP
 LA1347  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 LA1347  ELLIP HEIGHT-         228.42  (meters)          (05/25/99) GPS OBS
 LA1347  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 LA1347  DYNAMIC HT  -         262.533 (meters)     861.33  (feet)  COMP
 LA1347  MODELED GRAV-     980,086.8   (mgal)                       NAVD 88
 LA1347
 LA1347  HORZ ORDER  -  FIRST
 LA1347  VERT ORDER  -  SECOND    CLASS 0
 LA1347  ELLP ORDER  -  FOURTH    CLASS I
 LA1347
 LA1347.The horizontal coordinates were established by classical geodetic methods
 LA1347.and adjusted by the National Geodetic Survey in May 1999..
 LA1347
 LA1347.The orthometric height was determined by differential leveling
 LA1347.and adjusted by the National Geodetic Survey in June 1991..
 LA1347
 LA1347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA1347
 LA1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA1347
 LA1347.The ellipsoidal height was determined by GPS observations
 LA1347.and is referenced to NAD 83.
 LA1347
 LA1347.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 LA1347;SPC IN E     -   553,656.362    86,461.897   MT  0.99996892   -0 06 09.9
 LA1347;SPC IN E     - 1,816,454.25    283,667.07   sFT  0.99996892   -0 06 09.9
 LA1347;UTM  16      - 4,454,535.437   599,889.348   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     -  ALEXANDRIA MUNICIPAL TANK                071 01 55.6
 LA1347:UTM  16      -  ALEXANDRIA MUNICIPAL TANK                070 10 15.0
 LA1347
 LA1347|---------------------------------------------------------------------|
 LA1347| PID    Reference Object                     Distance      Geod. Az  |
 LA1347|                                                           dddmmss.s |
 LA1347| LA2117 ALEXANDRIA MUNICIPAL TANK           APPROX.12.9 KM 0705545.7 |
 LA1347| LA2146 FRANKTON MUNICIPAL TANK             APPROX. 4.3 KM 1132400.0 |
 LA1347| LA1350 FRANKTON AZ MK                                     1294312.6 |
 LA1347| CC8744 FRANKTON AZ MK 2                                   1294346.4 |
 LA1347| LA2140 ANDERSON RAD STA WAFM MAST          APPROX.21.6 KM 1524455.1 |
 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 3325303.4 |
 LA1347| LA2155 ELWOOD MC BETH EVANS GLASS TK       APPROX. 6.1 KM 3394552.8 |
 LA1347| LA2153 ELWOOD ST JOSEPH CATH CH SPIRE      APPROX. 4.8 KM 3405642.3 |
 LA1347| LA2154 ELWOOD SELLERS KITCHEN CAB TK       APPROX. 5.1 KM 3413642.9 |
 LA1347| LA2160 ELWOOD MUNICIPAL TANK               APPROX. 5.4 KM 3442613.6 |
 LA1347| LA2152 ELWOOD CITY HALL DOME               APPROX. 4.7 KM 3452302.7 |
 LA1347|---------------------------------------------------------------------|
 LA1347
 LA1347                          SUPERSEDED SURVEY CONTROL
 LA1347
 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
 LA1347.Superseded values are not recommended for survey control.
 LA1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1347.See file dsdata.txt to determine how the superseded data were derived.
 LA1347
 LA1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9988954535(NAD 83)
 LA1347_MARKER: DS = TRIANGULATION STATION DISK
 LA1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1347_SP_SET: CONCRETE POST
 LA1347_STAMPING: FRANKTON 1934
 LA1347_MARK LOGO: CGS   
 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 - June 20, 1988
 LA1347
 LA1347  HISTORY     - Date     Condition        Report By
 LA1347  HISTORY     - 1934     MONUMENTED       CGS
 LA1347  HISTORY     - 1948     GOOD             CGS
 LA1347  HISTORY     - 1970     SEE DESCRIPTION  NGS
 LA1347  HISTORY     - 1970     GOOD             NGS
 LA1347  HISTORY     - 1976     GOOD             NGS
 LA1347  HISTORY     - 19880620 GOOD             NGS
 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
 LA1347'NORTHWEST CORNER OF A PASTURE OWNED BY JOHN RICHWINE,
 LA1347'134 FEET SOUTHEAST OF THE
 LA1347'SOUTHEAST CORNER OF RICHWINES BARN,
 LA1347'20 FEET WEST OF THE EAST PASTURE FENCE, 16
 LA1347'FEET SOUTH OF THE SOUTH
 LA1347'BARN LOT FENCE, AND 12 INCHES UNDERGROUND.
 LA1347'
 LA1347'TO REACH FROM THE POST OFFICE IN ELWOOD, GO SOUTH ON STATE
 LA1347'HIGHWAY 13 FOR 3.0
 LA1347'MILES, THEN EAST ON GRAVEL CROSS ROAD 0.8 MILE,
 LA1347'THEN NORTH ON LANE THROUGH PASTURE
 LA1347'0.2 MILE TO STATION.
 LA1347'
 LA1347'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 LA1347'IN CONCRETE.
 LA1347'
 LA1347'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, IN THE EAST
 LA1347'PASTURE FENCE,
 LA1347'213.79 FEET SOUTHEAST OF REFERENCE MARK NO. 2, AND
 LA1347'IS SET FLUSH.
 LA1347'REFERENCE MARK NO. 2 IS WEST OF THE STATION,
 LA1347'AT THE SOUTHWEST CORNER OF THE BARN LOT,
 LA1347'AND IS SET FLUSH.
 LA1347'
 LA1347'AZIMUTH MARK IS SOUTHEAST OF THE STATION, IN THE NORTHWEST
 LA1347'ANGLE OF A GRAVEL
 LA1347'CROSSROADS, IN THE SOUTHEAST CORNER OF A FIELD,
 LA1347'4 FEET WEST OF THE CORNER POST OF
 LA1347'THE RIGHT-OF-WAY FENCES, AND
 LA1347'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
 LA1347'WERE RECOVERED IN GOOD CONDITION.  A DIFFERENCE WAS NOTED IN
 LA1347'THE DIRECTION TO THE AZIMUTH MARK.  THE PROPERTY OWNER REQUESTED
 LA1347'REFERENCE MARK 2 BE REMOVED FROM HIS PASTURE.  THE MARK WAS
 LA1347'DESTROYED AT THIS TIME AND REFERENCE MARK 3 WAS ESTABLISHED.  A
 LA1347'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LA1347'
 LA1347'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF ELWOOD AND
 LA1347'2 MILES NORTHWEST OF FRANKTON.  THE PROPERTY IS OWNED BY MR.
 LA1347'JOHN T. RICHWINE WHO LIVES AT THE STATION SITE.  HIS TELEPHONE
 LA1347'NUMBER IS 552-7913.
 LA1347'
 LA1347'TO REACH THE STATION FROM THE POST OFFICE IN ELWOOD, GO SOUTH
 LA1347'ON STATE HIGHWAY 13 FOR 2.0 MILES TO THE JUNCTION OF STATE
 LA1347'HIGHWAY 37, CONTINUE SOUTH ON 900 W ROAD FOR 1.0 MILE TO A
 LA1347'CROSSROAD, TURN LEFT AND GO EAST ON 900 N ROAD FOR 0.9 MILE TO
 LA1347'A FARM LANE ON THE LEFT, (TO REACH THE AZIMUTH MARK FROM THIS
 LA1347'POINT, CONTINUE EAST ON 900 N ROAD FOR 0.15 MILE TO A CROSSROAD
 LA1347'AND THE MARK IN THE NORTHWEST ANGLE OF INTERSECTION), TURN LEFT
 LA1347'AND GO NORTH ON THE FARM LANE FOR 0.2 MILE TO THE STATION ON THE
 LA1347'RIGHT, JUST BEFORE REACHING THE HOUSE AND A LARGE RED BARN.
 LA1347'
 LA1347'THE STATION MARK IS A STANDARD DISK STAMPED FRANKTON 1934, SET
 LA1347'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 LA1347'10 INCHES UNDERGROUND.  IT IS 181 FEET EAST OF THE CENTER OF THE
 LA1347'FARM LANE, 104 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF BARN
 LA1347'AND 19.8 FEET WEST OF A METAL WITNESS POST SET IN NORTH-SOUTH
 LA1347'FENCE LINE.
 LA1347'
 LA1347'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FRANKTON NO 1 1934,
 LA1347'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 LA1347'1 INCH.  IT IS 162 FEET SOUTH OF THE METAL WITNESS POST AND 0.5
 LA1347'FOOT EAST OF THE NORTH-SOUTH WIRE FENCE.
 LA1347'
 LA1347'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FRANKTON 1934 NO 3
 LA1347'1970 BM RESET, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 LA1347'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 105 FEET
 LA1347'EAST OF THE CENTER OF THE FARM LANE AND 3.5 FEET WEST OF THE
 LA1347'SOUTHEAST CORNER OF BARN.
 LA1347'
 LA1347'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FRANKTON AZIMUTH
 LA1347'1934, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 LA1347'WHICH PROJECTS 10 INCHES.  IT IS 28 FEET NORTHWEST OF THE CENTER
 LA1347'OF THE INTERSECTION, 4 FEET WEST OF THE CORNER POST OF A WIRE
 LA1347'FENCE AND 1 FOOT NORTH OF AN EAST-WEST WIRE FENCE.
 LA1347'
 LA1347'HEIGHT OF LIGHT ABOVE STATION MARK 100.7 FEET.
 LA1347'
 LA1347'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LA1347'3 MILES SOUTHEAST OF 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'TO REACH THE STATION FROM THE POST OFFICE IN ELWOOD, GO SOUTH ON
 LA1347'STATE HIGHWAY 13, ANDERSON STREET, FOR 3.4 KM (2.10 MI) TO THE
 LA1347'JUNCTION OF STATE HIGHWAY 37.  CONTINUE SOUTH ON WHAT HAS NOW TURNED
 LA1347'INTO COUNTY ROAD 900W FOR 1.6 KM (1.00 MI) TO A CROSSROAD.  TURN LEFT
 LA1347'AND GO EAST ON COUNTY ROAD 900N FOR 1.45 KM (0.90 MI) TO A LONG
 LA1347'DRIVEWAY LEFT. TURN LEFT AND GO NORTH ON DRIVEWAY FOR 0.32 KM
 LA1347'(0.20 MI) TO A BARN ON THE RIGHT AND THE STATION.
 LA1347'THE STATION IS A STANDARD CGS STATION MARK DISK STAMPED---FRANKTON
 LA1347'1934---, SET IN THE TOP OF A CONCRETE POST THAT IS 0.3 M (1.0 FT)
 LA1347'BELOW THE GROUND SURFACE.  LOCATED 40.84 M (134.0 FT) SOUTHEAST FROM
 LA1347'SOUTHEAST CORNER OF THE BARN, 22.95 M (75.3 FT) SOUTH FROM A
 LA1347'FENCELINE AND 6.04 M (19.8 FT) WEST FROM A WITNESS POST IN A
 LA1347'FENCELINE.
 LA1347'GPS SURVEY, FAA AIRPORTS, INDIANA.
 LA1347'DESCRIBED BY D.L. ADAMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1350 ***********************************************************************
 LA1350  DESIGNATION -  FRANKTON AZ MK
 LA1350  PID         -  LA1350
 LA1350  STATE/COUNTY-  IN/MADISON
 LA1350  USGS QUAD   -  FRANKTON (1994)
 LA1350
 LA1350                         *CURRENT SURVEY CONTROL
 LA1350  ___________________________________________________________________
 LA1350* NAD 83(1986)-  40 14 02.     (N)    085 49 24.     (W)     SCALED    
 LA1350* NAVD 88     -       260.126  (meters)     853.43   (feet)  ADJUSTED  
 LA1350  ___________________________________________________________________
 LA1350  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 LA1350  DYNAMIC HT  -         259.987 (meters)     852.97  (feet)  COMP
 LA1350  MODELED GRAV-     980,086.8   (mgal)                       NAVD 88
 LA1350
 LA1350  VERT ORDER  -  SECOND    CLASS 0
 LA1350
 LA1350.The horizontal coordinates were scaled from a topographic map and have
 LA1350.an estimated accuracy of +/- 6 seconds.
 LA1350
 LA1350.The orthometric height was determined by differential leveling
 LA1350.and adjusted by the National Geodetic Survey in June 1991..
 LA1350
 LA1350.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1350.See file dsdata.txt to determine how the superseded data were derived.
 LA1350
 LA1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK000543(NAD 83)
 LA1350_MARKER: DR = REFERENCE MARK DISK
 LA1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1350_STAMPING: FRANKTON AZIMUTH 1934
 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 = OCTOBER  6, 2006
 LA2146 ***********************************************************************
 LA2146  DESIGNATION -  FRANKTON MUNICIPAL TANK
 LA2146  PID         -  LA2146
 LA2146  STATE/COUNTY-  IN/MADISON
 LA2146  USGS QUAD   -  FRANKTON (1994)
 LA2146
 LA2146                         *CURRENT SURVEY CONTROL
 LA2146  ___________________________________________________________________
 LA2146* NAD 83(1997)-  40 13 11.18847(N)    085 46 44.29247(W)     ADJUSTED  
 LA2146* NAVD 88     -                                                        
 LA2146  ___________________________________________________________________
 LA2146  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 LA2146  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 LA2146
 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
 LA2146.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2146
 LA2146.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2146
 LA2146  NAD 83(1986)-  40 13 11.19116(N)    085 46 44.30668(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2146.See file dsdata.txt to determine how the superseded data were derived.
 LA2146
 LA2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK0389352865(NAD 83)
 LA2146
 LA2146  HISTORY     - Date     Condition        Report By
 LA2146  HISTORY     - 1970     MONUMENTED       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 = OCTOBER  6, 2006
 LA1346 ***********************************************************************
 LA1346  DESIGNATION -  FRANKTON RM 1
 LA1346  PID         -  LA1346
 LA1346  STATE/COUNTY-  IN/MADISON
 LA1346  USGS QUAD   -  FRANKTON (1994)
 LA1346
 LA1346                         *CURRENT SURVEY CONTROL
 LA1346  ___________________________________________________________________
 LA1346* NAD 83(1986)-  40 14 06.     (N)    085 49 32.     (W)     SCALED    
 LA1346* NAVD 88     -       262.071  (meters)     859.81   (feet)  ADJUSTED  
 LA1346  ___________________________________________________________________
 LA1346  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 LA1346  DYNAMIC HT  -         261.932 (meters)     859.36  (feet)  COMP
 LA1346  MODELED GRAV-     980,086.8   (mgal)                       NAVD 88
 LA1346
 LA1346  VERT ORDER  -  SECOND    CLASS 0
 LA1346
 LA1346.The horizontal coordinates were scaled from a topographic map and have
 LA1346.an estimated accuracy of +/- 6 seconds.
 LA1346
 LA1346.The orthometric height was determined by differential leveling
 LA1346.and adjusted by the National Geodetic Survey in June 1991..
 LA1346
 LA1346.The geoid height was determined by GEOID03.
 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     -   553,620.       86,480.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1346.See file dsdata.txt to determine how the superseded data were derived.
 LA1346
 LA1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK999545(NAD 83)
 LA1346_MARKER: DR = REFERENCE MARK DISK
 LA1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1346_STAMPING: FRANKTON NO 1 1934
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1349 ***********************************************************************
 LA1349  DESIGNATION -  FRANKTON RM 3
 LA1349  PID         -  LA1349
 LA1349  STATE/COUNTY-  IN/MADISON
 LA1349  USGS QUAD   -  FRANKTON (1994)
 LA1349
 LA1349                         *CURRENT SURVEY CONTROL
 LA1349  ___________________________________________________________________
 LA1349* NAD 83(1986)-  40 14 06.     (N)    085 49 32.     (W)     SCALED    
 LA1349* NAVD 88     -       263.94   (meters)     865.9    (feet)  RESET     
 LA1349  ___________________________________________________________________
 LA1349  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 LA1349
 LA1349  VERT ORDER  -  THIRD
 LA1349
 LA1349.The horizontal coordinates were scaled from a topographic map and have
 LA1349.an estimated accuracy of +/- 6 seconds.
 LA1349
 LA1349.The orthometric height was computed from unverified reset data.
 LA1349
 LA1349.The geoid height was determined by GEOID03.
 LA1349
 LA1349;                    North         East    Units  Estimated Accuracy
 LA1349;SPC IN E     -   553,620.       86,480.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1349.See file dsdata.txt to determine how the superseded data were derived.
 LA1349
 LA1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK999545(NAD 83)
 LA1349_MARKER: DR = REFERENCE MARK DISK
 LA1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1349_STAMPING: FRANKTON 1934 NO 3 1970 BM RESET
 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
 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 = OCTOBER  6, 2006
 LB2680 ***********************************************************************
 LB2680  DESIGNATION -  FRAPORT
 LB2680  PID         -  LB2680
 LB2680  STATE/COUNTY-  IN/CLINTON
 LB2680  USGS QUAD   -  FRANKFORT (1991)
 LB2680
 LB2680                         *CURRENT SURVEY CONTROL
 LB2680  ___________________________________________________________________
 LB2680* NAD 83(1997)-  40 16 36.90167(N)    086 33 52.45807(W)     ADJUSTED  
 LB2680* NAVD 88     -       260.5    (meters)     855.     (feet)  VERTCON   
 LB2680  ___________________________________________________________________
 LB2680  X           -     292,011.312 (meters)                     COMP
 LB2680  Y           -  -4,864,301.988 (meters)                     COMP
 LB2680  Z           -   4,101,638.580 (meters)                     COMP
 LB2680  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 LB2680  ELLIP HEIGHT-         226.50  (meters)          (05/25/99) GPS OBS
 LB2680  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 LB2680
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2680
 LB2680.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2680
 LB2680.The ellipsoidal height was determined by GPS observations
 LB2680.and is referenced to NAD 83.
 LB2680
 LB2680.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)  260.6    (m)          855.     (f) GPS OBS        
 LB2680
 LB2680.Superseded values are not recommended for survey control.
 LB2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2680.See file dsdata.txt to determine how the superseded data were derived.
 LB2680
 LB2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3701858584(NAD 83)
 LB2680_MARKER: DH = HORIZONTAL CONTROL DISK
 LB2680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2680_SP_SET: CONCRETE POST
 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 - 1988
 LB2680
 LB2680  HISTORY     - Date     Condition        Report By
 LB2680  HISTORY     - 1988     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2681 ***********************************************************************
 LB2681  DESIGNATION -  FRAPORT AZ MK
 LB2681  PID         -  LB2681
 LB2681  STATE/COUNTY-  IN/CLINTON
 LB2681  USGS QUAD   -  FRANKFORT (1991)
 LB2681
 LB2681                         *CURRENT SURVEY CONTROL
 LB2681  ___________________________________________________________________
 LB2681* NAD 83(1997)-  40 16 22.83139(N)    086 34 05.03642(W)     ADJUSTED  
 LB2681* NAVD 88     -       260.5    (meters)     855.     (feet)  VERTCON   
 LB2681  ___________________________________________________________________
 LB2681  X           -     291,731.473 (meters)                     COMP
 LB2681  Y           -  -4,864,599.841 (meters)                     COMP
 LB2681  Z           -   4,101,307.449 (meters)                     COMP
 LB2681  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 LB2681  ELLIP HEIGHT-         226.49  (meters)          (05/25/99) GPS OBS
 LB2681  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 LB2681
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2681
 LB2681.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2681
 LB2681.The ellipsoidal height was determined by GPS observations
 LB2681.and is referenced to NAD 83.
 LB2681
 LB2681.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          855.     (f) GPS OBS        
 LB2681
 LB2681.Superseded values are not recommended for survey control.
 LB2681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2681.See file dsdata.txt to determine how the superseded data were derived.
 LB2681
 LB2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3672358149(NAD 83)
 LB2681_MARKER: DZ = AZIMUTH MARK DISK
 LB2681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2681_SP_SET: CONCRETE POST
 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 - 1988
 LB2681
 LB2681  HISTORY     - Date     Condition        Report By
 LB2681  HISTORY     - 1988     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2400 ***********************************************************************
 LB2400  DESIGNATION -  FRATE 1920
 LB2400  PID         -  LB2400
 LB2400  STATE/COUNTY-  IN/CASS
 LB2400  USGS QUAD   -  ANOKA (1980)
 LB2400
 LB2400                         *CURRENT SURVEY CONTROL
 LB2400  ___________________________________________________________________
 LB2400* NAD 83(1997)-  40 44 08.16280(N)    086 20 07.85386(W)     ADJUSTED  
 LB2400* NAVD 88     -       185.86   (+/-2cm)     609.8    (feet)  VERTCON   
 LB2400  ___________________________________________________________________
 LB2400  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 LB2400  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 LB2400
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2400
 LB2400.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2400
 LB2400.The geoid height was determined by GEOID03.
 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     -   0.99997620  x   1.00000594  =   0.99998214
 LB2400!SPC IN W     -   0.99997620  x   1.00001576  =   0.99999196
 LB2400!UTM  16      -   0.99997620  x   0.99963875  =   0.99961496
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  185.98   (m)          610.2    (f) LEVELING    3  
 LB2400
 LB2400.Superseded values are not recommended for survey control.
 LB2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2400.See file dsdata.txt to determine how the superseded data were derived.
 LB2400
 LB2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5610709619(NAD 83)
 LB2400_MARKER: DS = TRIANGULATION STATION DISK
 LB2400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2400_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA1908 ***********************************************************************
 KA1908  DESIGNATION -  FRAZIER
 KA1908  PID         -  KA1908
 KA1908  STATE/COUNTY-  IN/HAMILTON
 KA1908  USGS QUAD   -  FISHERS (1988)
 KA1908
 KA1908                         *CURRENT SURVEY CONTROL
 KA1908  ___________________________________________________________________
 KA1908* NAD 83(1997)-  39 58 12.08490(N)    086 00 30.45696(W)     ADJUSTED  
 KA1908* NAVD 88     -       249.94   (+/-2cm)     820.0    (feet)  VERTCON   
 KA1908  ___________________________________________________________________
 KA1908  X           -     340,737.751 (meters)                     COMP
 KA1908  Y           -  -4,883,138.556 (meters)                     COMP
 KA1908  Z           -   4,075,574.275 (meters)                     COMP
 KA1908  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 KA1908  ELLIP HEIGHT-         216.34  (meters)          (05/25/99) GPS OBS
 KA1908  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KA1908
 KA1908  HORZ ORDER  -  SECOND
 KA1908  VERT ORDER  -  THIRD ? (See Below)
 KA1908  ELLP ORDER  -  FOURTH    CLASS I
 KA1908
 KA1908.The horizontal coordinates were established by classical geodetic methods
 KA1908.and adjusted by the National Geodetic Survey in May 1999..
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1908
 KA1908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA1908
 KA1908.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1908
 KA1908.The ellipsoidal height was determined by GPS observations
 KA1908.and is referenced to NAD 83.
 KA1908
 KA1908.The geoid height was determined by GEOID03.
 KA1908
 KA1908;                    North         East     Units Scale Factor Converg.
 KA1908;SPC IN E     -   524,245.283    70,801.110   MT  0.99997716   -0 13 10.4
 KA1908;SPC IN E     - 1,719,961.40    232,286.64   sFT  0.99997716   -0 13 10.4
 KA1908;UTM  16      - 4,424,900.828   584,675.280   MT  0.99968827   +0 38 13.2
 KA1908
 KA1908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1908!SPC IN E     -   0.99996606  x   0.99997716  =   0.99994322
 KA1908!UTM  16      -   0.99996606  x   0.99968827  =   0.99965434
 KA1908
 KA1908|---------------------------------------------------------------------|
 KA1908| PID    Reference Object                     Distance      Geod. Az  |
 KA1908|                                                           dddmmss.s |
 KA1908| KA1910 FISHER A                            335.140 METERS 19515     |
 KA1908| KA1906 FISHER                              APPROX. 1.0 KM 2032742.6 |
 KA1908| CC8745 FRAZIER RM                           13.600 METERS 31344     |
 KA1908|---------------------------------------------------------------------|
 KA1908
 KA1908                          SUPERSEDED SURVEY CONTROL
 KA1908
 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  NGVD 29 (07/19/86)  250.07   (m)          820.4    (f) LEVELING    3  
 KA1908
 KA1908.Superseded values are not recommended for survey control.
 KA1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1908.See file dsdata.txt to determine how the superseded data were derived.
 KA1908
 KA1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK8467524901(NAD 83)
 KA1908_MARKER: DE = TRAVERSE STATION DISK
 KA1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1908_SP_SET: CONCRETE POST
 KA1908_MARK LOGO: CGS   
 KA1908_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KA1908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  6, 2006
 LB2176 ***********************************************************************
 LB2176  DESIGNATION -  FREE
 LB2176  PID         -  LB2176
 LB2176  STATE/COUNTY-  IN/BENTON
 LB2176  USGS QUAD   -  BOSWELL (1980)
 LB2176
 LB2176                         *CURRENT SURVEY CONTROL
 LB2176  ___________________________________________________________________
 LB2176* NAD 83(1997)-  40 37 17.99490(N)    087 27 22.17093(W)     ADJUSTED  
 LB2176* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 LB2176  ___________________________________________________________________
 LB2176  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 LB2176  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 LB2176
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2176
 LB2176.The geoid height was determined by GEOID03.
 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;SPC IL E     -   439,398.588   374,220.236   MT  1.00004278   +0 34 16.0
 LB2176;SPC IL E     - 1,441,593.53  1,227,754.22   sFT  1.00004278   +0 34 16.0
 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!SPC IL E     -   0.99996976  x   1.00004278  =   1.00001254
 LB2176!UTM  16      -   0.99996976  x   0.99961832  =   0.99958809
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2176.See file dsdata.txt to determine how the superseded data were derived.
 LB2176
 LB2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK6141896860(NAD 83)
 LB2176_MARKER: DS = TRIANGULATION STATION DISK
 LB2176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA1985 ***********************************************************************
 KA1985  DESIGNATION -  FREEDOM
 KA1985  PID         -  KA1985
 KA1985  STATE/COUNTY-  IN/OWEN
 KA1985  USGS QUAD   -  FREEDOM (1987)
 KA1985
 KA1985                         *CURRENT SURVEY CONTROL
 KA1985  ___________________________________________________________________
 KA1985* NAD 83(1997)-  39 14 26.31868(N)    086 48 48.64287(W)     ADJUSTED  
 KA1985* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 KA1985  ___________________________________________________________________
 KA1985  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 KA1985  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KA1985
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1985
 KA1985.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1985.See file dsdata.txt to determine how the superseded data were derived.
 KA1985
 KA1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1609343498(NAD 83)
 KA1985_MARKER: DS = TRIANGULATION STATION DISK
 KA1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2555 ***********************************************************************
 HZ2555  DESIGNATION -  FREEMAN
 HZ2555  PID         -  HZ2555
 HZ2555  STATE/COUNTY-  IN/JACKSON
 HZ2555  USGS QUAD   -  SEYMOUR (1994)
 HZ2555
 HZ2555                         *CURRENT SURVEY CONTROL
 HZ2555  ___________________________________________________________________
 HZ2555* NAD 83(1997)-  38 55 33.05671(N)    085 54 02.85986(W)     ADJUSTED  
 HZ2555* NAVD 88     -       174.9    (meters)     574.     (feet)  VERTCON   
 HZ2555  ___________________________________________________________________
 HZ2555  X           -     355,174.452 (meters)                     COMP
 HZ2555  Y           -  -4,955,902.648 (meters)                     COMP
 HZ2555  Z           -   3,986,005.018 (meters)                     COMP
 HZ2555  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 HZ2555  ELLIP HEIGHT-         141.16  (meters)          (05/25/99) GPS OBS
 HZ2555  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HZ2555
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2555
 HZ2555.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2555
 HZ2555.The ellipsoidal height was determined by GPS observations
 HZ2555.and is referenced to NAD 83.
 HZ2555
 HZ2555.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          574.     (f) GPS OBS        
 HZ2555
 HZ2555.Superseded values are not recommended for survey control.
 HZ2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2555.See file dsdata.txt to determine how the superseded data were derived.
 HZ2555
 HZ2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9528309122(NAD 83)
 HZ2555_MARKER: DH = HORIZONTAL CONTROL DISK
 HZ2555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2555_SP_SET: CONCRETE POST
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ2556 ***********************************************************************
 HZ2556  DESIGNATION -  FREEMAN AZ MK
 HZ2556  PID         -  HZ2556
 HZ2556  STATE/COUNTY-  IN/JACKSON
 HZ2556  USGS QUAD   -  SEYMOUR (1994)
 HZ2556
 HZ2556                         *CURRENT SURVEY CONTROL
 HZ2556  ___________________________________________________________________
 HZ2556* NAD 83(1997)-  38 55 46.49142(N)    085 53 45.62218(W)     ADJUSTED  
 HZ2556* NAVD 88     -       175.9    (meters)     577.     (feet)  VERTCON   
 HZ2556  ___________________________________________________________________
 HZ2556  X           -     355,570.047 (meters)                     COMP
 HZ2556  Y           -  -4,955,614.111 (meters)                     COMP
 HZ2556  Z           -   3,986,327.977 (meters)                     COMP
 HZ2556  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 HZ2556  ELLIP HEIGHT-         142.21  (meters)          (05/25/99) GPS OBS
 HZ2556  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HZ2556
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2556
 HZ2556.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2556
 HZ2556.The ellipsoidal height was determined by GPS observations
 HZ2556.and is referenced to NAD 83.
 HZ2556
 HZ2556.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          578.     (f) GPS OBS        
 HZ2556
 HZ2556.Superseded values are not recommended for survey control.
 HZ2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2556.See file dsdata.txt to determine how the superseded data were derived.
 HZ2556
 HZ2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9569309541(NAD 83)
 HZ2556_MARKER: DZ = AZIMUTH MARK DISK
 HZ2556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2556_SP_SET: CONCRETE POST
 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 - September 15, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1861 ***********************************************************************
 MD1861  DESIGNATION -  FREMONT MUNICIPAL TANK
 MD1861  PID         -  MD1861
 MD1861  STATE/COUNTY-  IN/STEUBEN
 MD1861  USGS QUAD   -  ANGOLA EAST (1993)
 MD1861
 MD1861                         *CURRENT SURVEY CONTROL
 MD1861  ___________________________________________________________________
 MD1861* NAD 83(1997)-  41 43 44.06912(N)    084 56 12.91472(W)     ADJUSTED  
 MD1861* NAVD 88     -                                                        
 MD1861  ___________________________________________________________________
 MD1861  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 MD1861  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 MD1861
 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
 MD1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1861
 MD1861.The geoid height was determined by GEOID03.
 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;UTM  16      - 4,621,734.586   671,586.884   MT  0.99996231   +1 22 24.7
 MD1861
 MD1861                          SUPERSEDED SURVEY CONTROL
 MD1861
 MD1861  NAD 83(1995)-  41 43 44.06914(N)    084 56 12.91477(W) AD(       ) 4
 MD1861  NAD 83(1994)-  41 43 44.06924(N)    084 56 12.91503(W) AD(       ) 4
 MD1861  NAD 83(1986)-  41 43 44.07045(N)    084 56 12.92725(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1861.See file dsdata.txt to determine how the superseded data were derived.
 MD1861
 MD1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7158721735(NAD 83)
 MD1861
 MD1861  HISTORY     - Date     Condition        Report By
 MD1861  HISTORY     - 1946     MONUMENTED       CGS
 MD1861  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MD1861  HISTORY     - 1970     SEE DESCRIPTION  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 = OCTOBER  6, 2006
 MD1860 ***********************************************************************
 MD1860  DESIGNATION -  FREMONT RESET
 MD1860  PID         -  MD1860
 MD1860  STATE/COUNTY-  IN/STEUBEN
 MD1860  USGS QUAD   -  ANGOLA EAST (1993)
 MD1860
 MD1860                         *CURRENT SURVEY CONTROL
 MD1860  ___________________________________________________________________
 MD1860* NAD 83(1997)-  41 42 32.15984(N)    084 57 58.23003(W)     ADJUSTED  
 MD1860* NAVD 88     -       347.80   (+/-2cm)    1141.1    (feet)  VERTCON   
 MD1860  ___________________________________________________________________
 MD1860  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 MD1860  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MD1860
 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.The vertical order pertains to the NGVD 29 superseded value.
 MD1860
 MD1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1860
 MD1860.The geoid height was determined by GEOID03.
 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;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     -   0.99995069  x   1.00000847  =   0.99995916
 MD1860!UTM  16      -   0.99995069  x   0.99995233  =   0.99990302
 MD1860
 MD1860:                Primary Azimuth Mark                     Grid Az
 MD1860:SPC IN E     -  FREMONT MUNICIPAL TANK                   047 10 47.4
 MD1860:UTM  16      -  FREMONT MUNICIPAL TANK                   046 17 32.6
 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  NGVD 29 (07/19/86)  347.93   (m)         1141.5    (f) LEVELING    3  
 MD1860
 MD1860.Superseded values are not recommended for survey control.
 MD1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1860.See file dsdata.txt to determine how the superseded data were derived.
 MD1860
 MD1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6920619459(NAD 83)
 MD1860
 MD1860  HISTORY     - Date     Condition        Report By
 MD1860  HISTORY     - 1932     MONUMENTED       USLS
 MD1860  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MD1860  HISTORY     - 1946     SEE DESCRIPTION  CGS
 MD1860  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MD1860  HISTORY     - 1970     SEE DESCRIPTION  NGS
 MD1860
 MD1860                          STATION DESCRIPTION
 MD1860
 MD1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MD1860'ABOUT 5 MILES NORTH AND 1.5 MILES
 MD1860'EAST OF ANGOLA,
 MD1860'ABOUT 2.5 MILES SOUTHWEST OF FREMONT, NEAR CENTER
 MD1860'OF WEST HALF OF SEC. 31, T. 38 N.,
 MD1860'R. 14 E., FREMONT TOWNSHIP,
 MD1860'AND ON LAND OWNED BY H.B. JORDAN, WHO LIVES ON NORTH
 MD1860'SIDE OF SECTION.
 MD1860'TO REACH FROM FREMONT RAILROAD STATION AND CROSSING, GO
 MD1860'WEST 1.1 MILES ON
 MD1860'DIRT ROAD, GO SOUTH 0.5 MILE, WEST 0.3 MILE TO
 MD1860'FIRST FARMHOUSE ON RIGHT-HAND SIDE
 MD1860'OF ROAD, FOLLOW DIM ROAD SOUTH
 MD1860'ACROSS FIELD ABOUT 0.25 MILE TO OLD BUILDINGS THAT
 MD1860'MAY BE SEEN
 MD1860'FROM ROAD, CONTINUE ABOUT 250 YARDS SOUTH OF BUILDINGS, FOLLOW
 MD1860'ROAD INTO WOODS,
 MD1860'PROCEED UP STEEP HILL, AND CONTINUE STRAIGHT
 MD1860'AHEAD ABOUT 300 YARDS TO STATION
 MD1860'SITE.  STATION IS IN TIMBERED
 MD1860'AREA, 230 FEET NORTH OF EAST-AND-WEST FENCE LINE
 MD1860'SEPARATING PROPERTIES
 MD1860'OF H.B. JORDAN AND HARRY PENNER, 27 FEET EAST OF CENTER OF
 MD1860'ROCK PILE, AND
 MD1860'20.5 FEET EAST OF NORTH-AND-SOUTH FENCE LINE.
 MD1860'ORIGINALLY MARKED BY STONE POSTS.
 MD1860'IN 1932 STATION RECOVERED AND
 MD1860'SURFACE MARK, STANDARD STATION DISK IN CONCRETE,
 MD1860'NOTE 1A, STAMPED
 MD1860'FREMONT 1879-1932 U.S.L.S. WAS CENTERED OVER ORIGINAL UNDERGROUND
 MD1860'MARK.  ORIGINAL
 MD1860'REFERENCE MARKS (RECOVERED IN 1935) ARE
 MD1860'STONE POSTS AT FOLLOWING DISTANCES
 MD1860'AND BEARING FROM STATION- 46.5
 MD1860'METERS (153 FEET), N. 22 DEG 33 MIN W., 55.7 METERS
 MD1860'(183 FEET), S. 5 DEG 15 MIN
 MD1860'W. (TOP OF POST BROKEN OFF), AND 22.9 METERS (75 FEET), N. 42 DEG
 MD1860'29 MIN E. (TOP OF
 MD1860'POST BROKEN UP).  IN 1932 TWO ADDITIONAL REFERENCE
 MD1860'MARKS AND AZIMUTH MARK, STANDARD
 MD1860'REFERENCE DISKS IN CONCRETE, NOTE
 MD1860'11A, WERE ESTABLISHED.  NO. 1 PROJECTS 4 INCHES
 MD1860'ABOVE GROUND, IS AT
 MD1860'SOUTH EDGE OF TIMBERED AREA, ON EAST-AND-WEST FENCE LINE MENTIONED
 MD1860'ABOVE, AND
 MD1860'229.35 FEET FROM STATION IN AZIMUTH 337 DEG 00 MIN.  NO. 2 PROJECTS
 MD1860'5 INCHES ABOVE GROUND, IS AT
 MD1860'WEST EDGE OF TIMBERED AREA,
 MD1860'ABOUT 175 FEET SOUTH OF EAST-AND-WEST FENCE
 MD1860'LINE, AND 83.79 FEET
 MD1860'FROM STATION IN AZIMUTH 111 DEG 34 MIN.  AZIMUTH MARK PROJECTS
 MD1860'5 INCHES ABOVE
 MD1860'GROUND, IS ON PROPERTY OF WILLIAM MCCLUE, 75 FEET SOUTHEAST
 MD1860'OF SOUTHEAST CORNER OF
 MD1860'SOUTH WING OF LARGE BARN, 300 FEET EAST OF
 MD1860'HOUSE, 20 FEET WEST OF 18-INCH BLACK OAK
 MD1860'TREE, 25 FEET SOUTH OF
 MD1860'CENTER LINE OF DIRT ROAD, 9 FEET SOUTH OF EAST-AND-WEST
 MD1860'FENCE LINE, 70
 MD1860'FEET WEST OF NORTH-AND-SOUTH FENCE LINE, AND APPROXIMATELY 0.5
 MD1860'MILE FROM STATION IN
 MD1860'AZIMUTH 161 DEG 14 MIN 04 SEC.  STEUBEN COUNTY, IN.- NW.
 MD1860'CORNER OF SEC. 31, T. 38 N., R. 14 E.
 MD1860'(U.S.L.S.) IS 834.6 METERS
 MD1860'(2.738 FEET) FROM STATION ON BEARING N. 28 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
 MD1860'FOUND IN GOOD
 MD1860'CONDITION.  THE DISTANCE TO THE REFERENCE MARKS WERE CHECKED AND
 MD1860'FOUND TO BE CORRECT.  A COMPLETE NEW
 MD1860'DESCRIPTION FOLLOWS- STATION IS LOCATED ON THE WEST SIDE OF A HIGH
 MD1860'WOODED RIDGE ABOUT 2 MILES SOUTHWEST OF
 MD1860'FREMONT AND 6 MILES NORTHEAST OF ANGOLA.  IT IS 24
 MD1860'FEET NORTH OF A TRIANGULAR BLAZE ON A 12 INCH OAK TREE,
 MD1860'21.5 FEET EAST OF A FENCE AND 11.9 FEET
 MD1860'WEST OF A TRIANGULAR BLAZE ON ANOTHER 12 INCH OAK TREE.  THE MARK IS
 MD1860'A 2 BY 2 FOOT CONCRETE POST PROJECTING ABOUT
 MD1860'ONE FOOT AND THE DISK IS STAMPED FREMONT 1932 U.S.L.S. 1878.  (NOTE
 MD1860'1A)
 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
 MD1860'EAST-WEST FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 MD1860'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
 MD1860'WEST OF A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES
 MD1860'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
 MD1860'CORNER OF THE SOUTH WING OF THE BARN, 25 FEET SOUTH OF THE
 MD1860'APPROXIMATE CENTER OF THE ROAD, 20 FEET
 MD1860'WEST OF A 20 INCH OAK TREE AND ABOUT 300 FEET EAST OF THE HOUSE.  THE
 MD1860'MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 MD1860'IS STAMPED FREMONT 1932 U.S.L.S. 1878.  (NOTE 11A)
 MD1860'*TO REACH THE STATION FROM THE JUNCTION OF THE RAILROAD
 MD1860'TRACKS AND STATE HIGHWAY 827 AND A
 MD1860'GRAVEL ROAD WEST IN THE EASTERLY PART OF FREMONT, GO WEST ON GRAVEL
 MD1860'ROAD FOR 1.95 MILES TO A NORTH-SOUTH
 MD1860'FENCE LINE AFTER PASSING HOUSE ON THE LEFT, *TURN LEFT INTO FIELD AND
 MD1860'FOLLOW FENCE LINE FOR 0.3 MILE TO AN
 MD1860'EAST-WEST FENCE LINE.
 MD1860'TAKE DOWN WIRE AND PASS THRU FENCE AND TURN RIGHT AND FOLLOW FENCE
 MD1860'LINE FOR 0.25 MILE
 MD1860'TO A DIM ROAD LEFT UP HILL AND THRU THE WOODS TO THE HIGHEST POINT
 MD1860'AND STATION.
 MD1860'
 MD1860'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE STRAIGHT AHEAD
 MD1860'0.4 MILE TO THE MARK ON THE
 MD1860'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
 MD1860'BUSINESS CORNER IN FREMONT, THENCE W, S, AND W AGAIN ON MAIN GRAVELED
 MD1860'ROAD 2.5 MILES TO A CROSSROADS,
 MD1860'THENCE S 0.4 MILE TO GATE ON LEFT, THENCE ESE 0.2 MILE ACROSS
 MD1860'PASTURE TO TOP OF HILL AND STATION, ABOUT 35
 MD1860'YARDS E OF APPARENTLY HIGHEST POINT, ABOUT 75
 MD1860'YARDS N OF FENCE INTERSECTION, 20 FEET E OF PROPERTY LINE
 MD1860'FENCE, AND 20 FEET SSE OF RIM OF
 MD1860'MAJORITY-SECTOR CONCICAL DEPRESSION, STANDARD DISK STAMPED FREMONT
 MD1860'U.S.L.S. 1878 1932 IS SET IN SQUARE
 MD1860'NOTE 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
 MD1860'METERS) SSE IN AZIMUTH 337 DEG 00 MIN FROM STATION, 105 FEET E OF
 MD1860'FENCE INTERSECTION, AND 0.2 FOOT N OF 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
 MD1860'25.536 METERS WNW IN AZIMUTH 111 DEG 34 MIN FROM STATION, ABOUT 18
 MD1860'YARDS NNE OF THE CREST OF THE HILL, 57 FT.
 MD1860'W 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,
 MD1860'PROJECTS 0.1 FOOT THO ONLY FLUSH
 MD1860'WITH GENERAL GROUND LEVEL, IS ABOUT 0.5 MILE NNW IN AZIMUTH 161 DEG
 MD1860'14 MIN 07.6 SEC.  FROM STATION, ABOUT 0.1
 MD1860'MILE E OF CROSSROADS, ABOUT 49 YARDS W OF W WALL OF 2-STORY HOUSE,
 MD1860'73 FEET SE OF SE CORNER OF ROCK WALL OF S
 MD1860'WING OF LARGE BARN, 22 FEET S OF CENTER LINE OF
 MD1860'GRAVEL ROAD, 1.0 FEET HIGHER THAN SAME, AND 1.4 FEET ENE OF
 MD1860'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
 MD1860'CONDITION.  THE 1946 DIRECTIONS AND THE 1960 DISTANCES
 MD1860'WERE CONFIRMED AT THIS TIME TO THE
 MD1860'AZIMUTH MARK AND REFERENCE MARKS.  A
 MD1860'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 MD1860'
 MD1860'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTH-NORTHEAST OF ANGOLA
 MD1860'AND 2-1/2 MILES
 MD1860'SOUTHWEST OF FREMONT.  IT IS ON A HIGH TIMBERED RIDGE ON
 MD1860'PROPERTY OWNED BY RAYMOND CLARK
 MD1860'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
 MD1860'STATE HIGHWAY 120
 MD1860'FOR 0.1 MILE TO A CROSS STREET, TURN RIGHT AND GO SOUTH
 MD1860'ON STATE HIGHWAY 827 FOR 0.55 MILE
 MD1860'TO A 5-WAY INTERSECTION, TURN RIGHT AND
 MD1860'GO WEST, SOUTH AND WEST ON 550 N ROAD FOR 1.95 MILES
 MD1860'TO A GATE ON THE LEFT
 MD1860'JUST AFTER PASSING A HOUSE ON LEFT, (TO REACH THE AZIMUTH MARK FROM
 MD1860'THIS POINT, CONTINUE
 MD1860'WEST ON 550 N ROAD FOR 0.35 MILE TO MARK ON LEFT), TURN
 MD1860'LEFT, THROUGH GATE, AND GO SOUTH
 MD1860'ON DIM TRACK ROAD FOR 0.2 MILE TO GAP IN
 MD1860'FENCE CORNER, CONTINUE SOUTH ON TRACK ROAD FOR 0.1
 MD1860'MILE TO GAP IN FENCE
 MD1860'CORNER, TURN RIGHT AND GO WEST ALONG THE SOUTH SIDE OF AN EAST-WEST
 MD1860'WIRE FENCE FOR 0.2
 MD1860'MILE TO A SMALL DRAW, TURN LEFT AND PICK WAY SOUTHERLY
 MD1860'UPHILL THROUGH TIMBER FOR 0.2
 MD1860'MILE TO THE STATION.
 MD1860'
 MD1860'STATION MARK IS A STANDARD DISK STAMPED FREMONT U.S.L.S. 1878 1932.
 MD1860'THE SURFACE DISK
 MD1860'IS SET IN THE TOP OF A 1.85-FEET SQUARE CONCRETE MONUMENT
 MD1860'THAT PROJECTS 3 INCHES ABOVE THE
 MD1860'GROUND SURFACE.  IT IS 26.5 FEET
 MD1860'SOUTHEAST OF A 12-INCH TRIANGULAR BLAZED OAK TREE,
 MD1860'19.5 FEET EAST OF A
 MD1860'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
 MD1860'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1
 MD1860'INCH ABOVE THE GROUND SURFACE.  IT
 MD1860'IS 105 FEET EAST OF A T-FENCE CORNER
 MD1860'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
 MD1860'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5
 MD1860'INCHES ABOVE THE GROUND SURFACE.  IT
 MD1860'IS 62 FEET WEST OF THE 12-INCH TREE
 MD1860'60 FEET NORTH-NORTHEAST OF THE CREST OF HILL, 58 FEET
 MD1860'WEST OF A WIRE
 MD1860'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,
 MD1860'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MD1860'MONUMENT THAT IS FLUSH WITH THE
 MD1860'GROUND SURFACE.  IT IS 72.5 FEET SOUTHEAST
 MD1860'OF THE SOUTHEAST CORNER OF A BARN, 23 FEET SOUTH
 MD1860'OF THE CENTER OF 550 N
 MD1860'ROAD, 21 FEET WEST OF A 24-INCH MAPLE TREE, 1.4 FEET EAST OF A
 MD1860'METAL WITNESS POST AND
 MD1860'1.0 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
 MD1860'SOUTHWEST OF FREMONT
 MD1860'
 MD1860'HEIGHT OF LIGHT ABOVE STATION MARK 86.3 FEET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2125 ***********************************************************************
 JA2125  DESIGNATION -  FRENCH
 JA2125  PID         -  JA2125
 JA2125  STATE/COUNTY-  IN/ORANGE
 JA2125  USGS QUAD   -  HILLHAM (1993)
 JA2125
 JA2125                         *CURRENT SURVEY CONTROL
 JA2125  ___________________________________________________________________
 JA2125* NAD 83(1997)-  38 30 20.54541(N)    086 38 12.80974(W)     ADJUSTED  
 JA2125* NAVD 88     -       240.4    (meters)     789.     (feet)  VERTCON   
 JA2125  ___________________________________________________________________
 JA2125  X           -     293,191.194 (meters)                     COMP
 JA2125  Y           -  -4,989,229.914 (meters)                     COMP
 JA2125  Z           -   3,949,654.228 (meters)                     COMP
 JA2125  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 JA2125  ELLIP HEIGHT-         207.29  (meters)          (05/25/99) GPS OBS
 JA2125  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JA2125
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA2125
 JA2125.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2125
 JA2125.The ellipsoidal height was determined by GPS observations
 JA2125.and is referenced to NAD 83.
 JA2125
 JA2125.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          789.     (f) GPS OBS        
 JA2125
 JA2125.Superseded values are not recommended for survey control.
 JA2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2125.See file dsdata.txt to determine how the superseded data were derived.
 JA2125
 JA2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3166061989(NAD 83)
 JA2125_MARKER: DH = HORIZONTAL CONTROL DISK
 JA2125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2125_SP_SET: CONCRETE POST
 JA2125_STAMPING: FRENCH 1986
 JA2125_MARK LOGO: NGS   
 JA2125_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA2125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  6, 2006
 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  USGS QUAD   -  HILLHAM (1993)
 JA2126
 JA2126                         *CURRENT SURVEY CONTROL
 JA2126  ___________________________________________________________________
 JA2126* NAD 83(1997)-  38 30 16.90159(N)    086 38 47.94691(W)     ADJUSTED  
 JA2126* NAVD 88     -       240.0    (meters)     787.     (feet)  GPS OBS   
 JA2126  ___________________________________________________________________
 JA2126  X           -     292,345.355 (meters)                     COMP
 JA2126  Y           -  -4,989,349.410 (meters)                     COMP
 JA2126  Z           -   3,949,566.132 (meters)                     COMP
 JA2126  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 JA2126  ELLIP HEIGHT-         207.02  (meters)          (04/10/98) GPS OBS
 JA2126  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JA2126
 JA2126  HORZ ORDER  -  B
 JA2126  ELLP ORDER  -  FOURTH    CLASS I
 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 April 1998..
 JA2126
 JA2126.The orthometric height was determined by GPS observations and a
 JA2126.high-resolution geoid model.
 JA2126
 JA2126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA2126
 JA2126.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2126
 JA2126.The ellipsoidal height was determined by GPS observations
 JA2126.and is referenced to NAD 83.
 JA2126
 JA2126.The geoid height was determined by GEOID03.
 JA2126
 JA2126;                    North         East     Units Scale Factor Converg.
 JA2126;SPC IN W     -   361,604.295   938,089.269   MT  0.99998453   +0 16 18.7
 JA2126;SPC IN W     - 1,186,363.42  3,077,714.54   sFT  0.99998453   +0 16 18.7
 JA2126;UTM  16      - 4,261,873.525   530,809.245   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  =   0.99995205
 JA2126!UTM  16      -   0.99996752  x   0.99961169  =   0.99957922
 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|---------------------------------------------------------------------|
 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(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)          788.     (f) GPS OBS        
 JA2126
 JA2126.Superseded values are not recommended for survey control.
 JA2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2126.See file dsdata.txt to determine how the superseded data were derived.
 JA2126
 JA2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3080961874(NAD 83)
 JA2126_MARKER: DZ = AZIMUTH MARK DISK
 JA2126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2126_SP_SET: CONCRETE POST
 JA2126_STAMPING: FRENCH 1986
 JA2126_MARK LOGO: NGS   
 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 - August 26, 1997
 JA2126
 JA2126  HISTORY     - Date     Condition        Report By
 JA2126  HISTORY     - 1988     MONUMENTED       NGS
 JA2126  HISTORY     - 19970826 GOOD             SEC
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1730 ***********************************************************************
 JA1730  DESIGNATION -  FRENCHTOWN ST BERNARDS CATH CH
 JA1730  PID         -  JA1730
 JA1730  STATE/COUNTY-  IN/HARRISON
 JA1730  USGS QUAD   -  DEPAUW (1994)
 JA1730
 JA1730                         *CURRENT SURVEY CONTROL
 JA1730  ___________________________________________________________________
 JA1730* NAD 83(1997)-  38 18 49.32629(N)    086 12 49.87646(W)     ADJUSTED  
 JA1730* NAVD 88     -                                                        
 JA1730  ___________________________________________________________________
 JA1730  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 JA1730  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JA1730
 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
 JA1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1730
 JA1730.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1730
 JA1730  NAD 83(1993)-  38 18 49.32836(N)    086 12 49.87847(W) AD(       ) 4
 JA1730  NAD 83(1986)-  38 18 49.33148(N)    086 12 49.88217(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1730.See file dsdata.txt to determine how the superseded data were derived.
 JA1730
 JA1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6872740914(NAD 83)
 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 = OCTOBER  6, 2006
 LA2157 ***********************************************************************
 LA2157  DESIGNATION -  FRESH
 LA2157  PID         -  LA2157
 LA2157  STATE/COUNTY-  IN/MADISON
 LA2157  USGS QUAD   -  ELWOOD (1994)
 LA2157
 LA2157                         *CURRENT SURVEY CONTROL
 LA2157  ___________________________________________________________________
 LA2157* NAD 83(1997)-  40 22 17.46872(N)    085 47 09.26107(W)     ADJUSTED  
 LA2157* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 LA2157  ___________________________________________________________________
 LA2157  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 LA2157  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 LA2157
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2157
 LA2157.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2157.See file dsdata.txt to determine how the superseded data were derived.
 LA2157
 LA2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK0307269701(NAD 83)
 LA2157_MARKER: DS = TRIANGULATION STATION DISK
 LA2157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 LA2157'4 MILES SOUTHEAST OF PT. ISABEL IN THE SOUTHEAST ANGLE OF STATE
 LA2157'HIGHWAY 37 AND A EAST-WEST GRAVEL
 LA2157'CROSS ROAD.  IT IS 67 FEET SOUTHEAST OF THE INTERSECTION OF STATE
 LA2157'HIGHWAY 37 AND THE GRAVEL ROAD, 54 FEET
 LA2157'EAST OF THE CENTER OF THE HIGHWAY, 44 FEET SOUTH OF
 LA2157'THE CENTER OF THE GRAVEL ROAD, 11 FEET NORTHWEST
 LA2157'OF A FENCE LINE AND 11 FEET NORTHWEST OF
 LA2157'A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LA2157'FRESH 1948.
 LA2157'
 LA2157'REFERENCE MARK NO. 1 IS 105.87 FEET WEST-SOUTHWEST OF THE STATION.
 LA2157'IT IS 58 FEET SOUTH OF THE
 LA2157'CENTER OF THE GRAVEL ROAD, 51 FEET WEST OF THE CENTER OF THE HIGHWAY
 LA2157'AND 4 FEET NORTHWEST OF A FENCE
 LA2157'CORNER.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 LA2157'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
 LA2157'HIGHWAY, 56 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT
 LA2157'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
 LA2157'CORNER OF A FRAME HOUSE, 53 FEET EAST OF THE CENTER OF STATE HIGHWAY
 LA2157'37, 31 FEET NORTH OF A POWER
 LA2157'LINE POLE, 4 FEET SOUTH OF A WHITE WITNESS POST AND
 LA2157'2 FEET NORTHEAST OF A FENCE CORNER.  THE MARK
 LA2157'PROJECTS 2 INCHES AND THE DISK IS
 LA2157'STAMPED FRESH 1948.
 LA2157'
 LA2157'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 26,
 LA2157'10 MILES SOUTHWEST OF
 LA2157'MARION, GO SOUTH ON HIGHWAY 37 FOR 4.2 MILE TO THE AZIMUTH MARK ON
 LA2157'THE RIGHT AS DESCRIBED,
 LA2157'CONTINUE FOR 0.3 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LA2157'
 LA2157'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1836 ***********************************************************************
 JA1836  DESIGNATION -  FULDA
 JA1836  PID         -  JA1836
 JA1836  STATE/COUNTY-  IN/SPENCER
 JA1836  USGS QUAD   -  FULDA (1978)
 JA1836
 JA1836                         *CURRENT SURVEY CONTROL
 JA1836  ___________________________________________________________________
 JA1836* NAD 83(1997)-  38 05 31.99503(N)    086 48 21.30706(W)     ADJUSTED  
 JA1836* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 JA1836  ___________________________________________________________________
 JA1836  LAPLACE CORR-          -4.99  (seconds)                    DEFLEC99
 JA1836  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 JA1836
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1836
 JA1836.The geoid height was determined by GEOID03.
 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     -   0.99997885  x   0.99997396  =   0.99995281
 JA1836!UTM  16      -   0.99997885  x   0.99960357  =   0.99958243
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1836.See file dsdata.txt to determine how the superseded data were derived.
 JA1836
 JA1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1701816065(NAD 83)
 JA1836_MARKER: DS = TRIANGULATION STATION DISK
 JA1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1836'F ENGELBRECHT, 50 FEET NORTH OF THE NORTHWEST CORNER
 JA1836'OF A HOUSE, 44 FEET NORTHWEST OF A
 JA1836'12 INCH CEDAR TREE AND 29 FEET
 JA1836'EAST OF A FENCELINE.  THE MARK IS FLUSH WITH THE
 JA1836'GROUND AND THE DISK
 JA1836'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
 JA1836'FEET NORTHEAST OF A 12 INCH CEDAR TREE.  THE MARK IS
 JA1836'FLUSH WITH THE GROUND AND THE
 JA1836'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
 JA1836'CORNER OF A HOUSE AND 1.5 FEET EAST OF A FENCELINE.
 JA1836'THE MARK IS FLUSH WITH THE
 JA1836'GROUND AND THE DISK IS STAMPED FULDA NO 2 1946.
 JA1836'
 JA1836'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SOUTHWEST OF THE STATION,
 JA1836'29 FEET SOUTHEAST OF THE
 JA1836'INTERSECTION OF A GRAVEL CROSSROADS, 3 FEET SOUTH OF
 JA1836'A FENCE CORNER AND 1 FOOT EAST OF A
 JA1836'FENCELINE.  THE MARK PROJECTS 3
 JA1836'INCHES AND THE DISK IS STAMPED FULDA 1946.
 JA1836'
 JA1836'TO REACH THE STATION FROM THE BRICK CHURCH IN THE SOUTH EDGE OF
 JA1836'FULDA, GO EAST OFF OF STATE
 JA1836'HIGHWAY 545 ON GRAVEL ROAD FOR 1.4 MILES TO A FORK, KEEP
 JA1836'RIGHT FORK AND GO SOUTHERLY FOR
 JA1836'1.6 MILES TO A GRAVEL CROSSROADS, THE
 JA1836'AZIMUTH MARK IS HERE IN THE SOUTHEAST ANGLE OF THE
 JA1836'INTERSECTION,
 JA1836'THENCE LEFT AND EASTERLY FOR 0.25 MILE TO A GATE, ENTER GATE AND KEEP
 JA1836'LEFT FORK TO A
 JA1836'FARM HOUSE AND STATION.
 JA1836'
 JA1836'HEIGHT OF LIGHT ABOVE STATION MARK 44 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1834 ***********************************************************************
 JA1834  DESIGNATION -  FULDA ST BONIFACIUS CATH CH
 JA1834  PID         -  JA1834
 JA1834  STATE/COUNTY-  IN/SPENCER
 JA1834  USGS QUAD   -  FULDA (1978)
 JA1834
 JA1834                         *CURRENT SURVEY CONTROL
 JA1834  ___________________________________________________________________
 JA1834* NAD 83(1997)-  38 06 41.43015(N)    086 50 07.83690(W)     ADJUSTED  
 JA1834* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 JA1834  ___________________________________________________________________
 JA1834  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 JA1834  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 JA1834
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1834
 JA1834.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1834
 JA1834  NAD 83(1993)-  38 06 41.43048(N)    086 50 07.83623(W) AD(       ) 4
 JA1834  NAD 83(1986)-  38 06 41.43701(N)    086 50 07.83979(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1834.See file dsdata.txt to determine how the superseded data were derived.
 JA1834
 JA1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1442018200(NAD 83)
 JA1834_MARKER: 90 = CHURCH SPIRE
 JA1834
 JA1834  HISTORY     - Date     Condition        Report By
 JA1834  HISTORY     - 1946     FIRST OBSERVED   CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2208 ***********************************************************************
 ME2208  DESIGNATION -  FULMER
 ME2208  PID         -  ME2208
 ME2208  STATE/COUNTY-  IN/ST JOSEPH
 ME2208  USGS QUAD   -  WYATT (1992)
 ME2208
 ME2208                         *CURRENT SURVEY CONTROL
 ME2208  ___________________________________________________________________
 ME2208* NAD 83(1997)-  41 36 54.43766(N)    086 10 43.12116(W)     ADJUSTED  
 ME2208* NAVD 88     -       270.32   (+/-2cm)     886.9    (feet)  VERTCON   
 ME2208  ___________________________________________________________________
 ME2208  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 ME2208  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 ME2208
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2208
 ME2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2208
 ME2208.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 (07/19/86)  270.44   (m)          887.3    (f) LEVELING    3  
 ME2208
 ME2208.Superseded values are not recommended for survey control.
 ME2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2208.See file dsdata.txt to determine how the superseded data were derived.
 ME2208
 ME2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6843107371(NAD 83)
 ME2208_MARKER: DS = TRIANGULATION STATION DISK
 ME2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME3208 ***********************************************************************
 ME3208  DESIGNATION -  FULPORT
 ME3208  PID         -  ME3208
 ME3208  STATE/COUNTY-  IN/FULTON
 ME3208  USGS QUAD   -  ROCHESTER (1992)
 ME3208
 ME3208                         *CURRENT SURVEY CONTROL
 ME3208  ___________________________________________________________________
 ME3208* NAD 83(1997)-  41 04 01.71289(N)    086 11 24.83354(W)     ADJUSTED  
 ME3208* NAVD 88     -       239.6    (meters)     786.     (feet)  VERTCON   
 ME3208  ___________________________________________________________________
 ME3208  X           -     319,984.484 (meters)                     COMP
 ME3208  Y           -  -4,805,208.735 (meters)                     COMP
 ME3208  Z           -   4,168,183.033 (meters)                     COMP
 ME3208  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 ME3208  ELLIP HEIGHT-         205.84  (meters)          (05/25/99) GPS OBS
 ME3208  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME3208
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3208
 ME3208.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3208
 ME3208.The ellipsoidal height was determined by GPS observations
 ME3208.and is referenced to NAD 83.
 ME3208
 ME3208.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          787.     (f) GPS OBS        
 ME3208
 ME3208.Superseded values are not recommended for survey control.
 ME3208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3208.See file dsdata.txt to determine how the superseded data were derived.
 ME3208
 ME3208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6803446526(NAD 83)
 ME3208_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3208_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 ME3209 ***********************************************************************
 ME3209  DESIGNATION -  FULPORT AZ MK
 ME3209  PID         -  ME3209
 ME3209  STATE/COUNTY-  IN/FULTON
 ME3209  USGS QUAD   -  ROCHESTER (1992)
 ME3209
 ME3209                         *CURRENT SURVEY CONTROL
 ME3209  ___________________________________________________________________
 ME3209* NAD 83(1997)-  41 03 53.89313(N)    086 10 46.37085(W)     ADJUSTED  
 ME3209* NAVD 88     -       240.4    (meters)     789.     (feet)  VERTCON   
 ME3209  ___________________________________________________________________
 ME3209  X           -     320,891.116 (meters)                     COMP
 ME3209  Y           -  -4,805,307.694 (meters)                     COMP
 ME3209  Z           -   4,168,001.664 (meters)                     COMP
 ME3209  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 ME3209  ELLIP HEIGHT-         206.62  (meters)          (05/25/99) GPS OBS
 ME3209  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 ME3209
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3209
 ME3209.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3209
 ME3209.The ellipsoidal height was determined by GPS observations
 ME3209.and is referenced to NAD 83.
 ME3209
 ME3209.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          789.     (f) GPS OBS        
 ME3209
 ME3209.Superseded values are not recommended for survey control.
 ME3209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3209.See file dsdata.txt to determine how the superseded data were derived.
 ME3209
 ME3209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6893446294(NAD 83)
 ME3209_MARKER: DZ = AZIMUTH MARK DISK
 ME3209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3209_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 KA1952 ***********************************************************************
 KA1952  DESIGNATION -  FULTON
 KA1952  PID         -  KA1952
 KA1952  STATE/COUNTY-  IN/MARION
 KA1952  USGS QUAD   -  MAYWOOD (1986)
 KA1952
 KA1952                         *CURRENT SURVEY CONTROL
 KA1952  ___________________________________________________________________
 KA1952* NAD 83(1997)-  39 40 46.29027(N)    086 07 42.02776(W)     ADJUSTED  
 KA1952* NAVD 88     -       235.57   (+/-2cm)     772.9    (feet)  VERTCON   
 KA1952  ___________________________________________________________________
 KA1952  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 KA1952  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KA1952
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1952
 KA1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1952
 KA1952.The geoid height was determined by GEOID03.
 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     -   0.99996827  x   0.99998597  =   0.99995424
 KA1952!UTM  16      -   0.99996827  x   0.99966879  =   0.99963707
 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  NGVD 29 (07/19/86)  235.70   (m)          773.3    (f) LEVELING    3  
 KA1952
 KA1952.Superseded values are not recommended for survey control.
 KA1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1952.See file dsdata.txt to determine how the superseded data were derived.
 KA1952
 KA1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7475292552(NAD 83)
 KA1952_MARKER: DS = TRIANGULATION STATION DISK
 KA1952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 AJ8313 ***********************************************************************
 AJ8313  PACS        -  This is a Primary Airport Control Station.
 AJ8313  DESIGNATION -  FWA A
 AJ8313  PID         -  AJ8313
 AJ8313  STATE/COUNTY-  IN/ALLEN
 AJ8313  USGS QUAD   -  OSSIAN (1981)
 AJ8313
 AJ8313                         *CURRENT SURVEY CONTROL
 AJ8313  ___________________________________________________________________
 AJ8313* NAD 83(1997)-  40 58 28.70532(N)    085 11 43.40182(W)     ADJUSTED  
 AJ8313* NAVD 88     -       242.69   (meters)     796.2    (feet)  GPS OBS   
 AJ8313  ___________________________________________________________________
 AJ8313  X           -     403,931.170 (meters)                     COMP
 AJ8313  Y           -  -4,805,650.283 (meters)                     COMP
 AJ8313  Z           -   4,160,434.633 (meters)                     COMP
 AJ8313  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 AJ8313  ELLIP HEIGHT-         209.41  (meters)          (11/27/02) GPS OBS
 AJ8313  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 AJ8313
 AJ8313  HORZ ORDER  -  B
 AJ8313  ELLP ORDER  -  FOURTH    CLASS I
 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 November 2002..
 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 NAVD 88 network.
 AJ8313
 AJ8313.Photographs are available 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 DEFLEC99 derived deflections.
 AJ8313
 AJ8313.The ellipsoidal height was determined by GPS observations
 AJ8313.and is referenced to NAD 83.
 AJ8313
 AJ8313.The geoid height was determined by GEOID03.
 AJ8313
 AJ8313;                    North         East     Units Scale Factor Converg.
 AJ8313;SPC IN E     -   635,848.979   139,664.936   MT  0.99998602   +0 18 32.5
 AJ8313;SPC IN E     - 2,086,114.53    458,217.38   sFT  0.99998602   +0 18 32.5
 AJ8313;UTM  16      - 4,537,510.081   651,832.238   MT  0.99988374   +1 11 00.8
 AJ8313
 AJ8313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8313!SPC IN E     -   0.99996715  x   0.99998602  =   0.99995317
 AJ8313!UTM  16      -   0.99996715  x   0.99988374  =   0.99985090
 AJ8313
 AJ8313                          SUPERSEDED SURVEY CONTROL
 AJ8313
 AJ8313  NAD 83(1997)-  40 58 28.70521(N)    085 11 43.40191(W) AD(       ) B
 AJ8313
 AJ8313.Superseded values are not recommended for survey control.
 AJ8313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8313.See file dsdata.txt to determine how the superseded data were derived.
 AJ8313
 AJ8313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5183237510(NAD 83)
 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 - July 04, 2002
 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
 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' 
 AJ8313' 
 AJ8313' 
 AJ8313'
 AJ8313
 AJ8313                          STATION RECOVERY (2002)
 AJ8313
 AJ8313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AJ8313'RECOVERED AS DESCRIBED.
 AJ8313'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ0554 ***********************************************************************
 JZ0554  DESIGNATION -  G 1
 JZ0554  PID         -  JZ0554
 JZ0554  STATE/COUNTY-  IN/DEARBORN
 JZ0554  USGS QUAD   -  GUILFORD (1983)
 JZ0554
 JZ0554                         *CURRENT SURVEY CONTROL
 JZ0554  ___________________________________________________________________
 JZ0554* NAD 83(1986)-  39 10 02.     (N)    084 58 22.     (W)     SCALED    
 JZ0554* NAVD 88     -       192.507  (meters)     631.58   (feet)  ADJUSTED  
 JZ0554  ___________________________________________________________________
 JZ0554  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ0554  DYNAMIC HT  -         192.386 (meters)     631.19  (feet)  COMP
 JZ0554  MODELED GRAV-     979,994.5   (mgal)                       NAVD 88
 JZ0554
 JZ0554  VERT ORDER  -  FIRST     CLASS II
 JZ0554
 JZ0554.The horizontal coordinates were scaled from a topographic map and have
 JZ0554.an estimated accuracy of +/- 6 seconds.
 JZ0554
 JZ0554.The orthometric height was determined by differential leveling
 JZ0554.and adjusted by the National Geodetic Survey in June 1991..
 JZ0554
 JZ0554.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0554.See file dsdata.txt to determine how the superseded data were derived.
 JZ0554
 JZ0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ751372(NAD 83)
 JZ0554_MARKER: DB = BENCH MARK DISK
 JZ0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0554_SP_SET: STONE POST
 JZ0554_STAMPING: G 1
 JZ0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0554+STABILITY: SURFACE MOTION
 JZ0554
 JZ0554  HISTORY     - Date     Condition        Report By
 JZ0554  HISTORY     - UNK      MONUMENTED       CGS
 JZ0554  HISTORY     - 1947     GOOD             NGS
 JZ0554  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0554
 JZ0554                          STATION DESCRIPTION
 JZ0554
 JZ0554'DESCRIBED BY NATIONAL 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'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1514 ***********************************************************************
 JZ1514  DESIGNATION -  G 10 HNY
 JZ1514  PID         -  JZ1514
 JZ1514  STATE/COUNTY-  IN/HENRY
 JZ1514  USGS QUAD   -  LEWISVILLE (1970)
 JZ1514
 JZ1514                         *CURRENT SURVEY CONTROL
 JZ1514  ___________________________________________________________________
 JZ1514* NAD 83(1986)-  39 48 24.     (N)    085 21 30.     (W)     SCALED    
 JZ1514* NAVD 88     -       316.491  (meters)    1038.35   (feet)  ADJUSTED  
 JZ1514  ___________________________________________________________________
 JZ1514  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JZ1514  DYNAMIC HT  -         316.309 (meters)    1037.76  (feet)  COMP
 JZ1514  MODELED GRAV-     980,041.5   (mgal)                       NAVD 88
 JZ1514
 JZ1514  VERT ORDER  -  SECOND    CLASS 0
 JZ1514
 JZ1514.The horizontal coordinates were scaled from a topographic map and have
 JZ1514.an estimated accuracy of +/- 6 seconds.
 JZ1514
 JZ1514.The orthometric height was determined by differential leveling
 JZ1514.and adjusted by the National Geodetic Survey in June 1991..
 JZ1514
 JZ1514.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1514.See file dsdata.txt to determine how the superseded data were derived.
 JZ1514
 JZ1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK405075(NAD 83)
 JZ1514_MARKER: DD = SURVEY DISK
 JZ1514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1514_SP_SET: BRIDGE
 JZ1514_STAMPING: G10 HNY
 JZ1514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1514
 JZ1514  HISTORY     - Date     Condition        Report By
 JZ1514  HISTORY     - UNK      MONUMENTED       INHD
 JZ1514  HISTORY     - 1947     GOOD             NGS
 JZ1514
 JZ1514                          STATION DESCRIPTION
 JZ1514
 JZ1514'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1739 ***********************************************************************
 LB1739  DESIGNATION -  G 100
 LB1739  PID         -  LB1739
 LB1739  STATE/COUNTY-  IN/WARREN
 LB1739  USGS QUAD   -  WEST LEBANON (1980)
 LB1739
 LB1739                         *CURRENT SURVEY CONTROL
 LB1739  ___________________________________________________________________
 LB1739* NAD 83(1986)-  40 21 35.     (N)    087 27 16.     (W)     SCALED    
 LB1739* NAVD 88     -       216.039  (meters)     708.79   (feet)  ADJUSTED  
 LB1739  ___________________________________________________________________
 LB1739  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 LB1739  DYNAMIC HT  -         215.931 (meters)     708.43  (feet)  COMP
 LB1739  MODELED GRAV-     980,120.5   (mgal)                       NAVD 88
 LB1739
 LB1739  VERT ORDER  -  SECOND    CLASS 0
 LB1739
 LB1739.The horizontal coordinates were scaled from a topographic map and have
 LB1739.an estimated accuracy of +/- 6 seconds.
 LB1739
 LB1739.The orthometric height was determined by differential leveling
 LB1739.and adjusted by the National Geodetic Survey in June 1991..
 LB1739
 LB1739.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1739.See file dsdata.txt to determine how the superseded data were derived.
 LB1739
 LB1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK614677(NAD 83)
 LB1739_MARKER: DB = BENCH MARK DISK
 LB1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1739_STAMPING: G 100 1946
 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 = OCTOBER  6, 2006
 KA1016 ***********************************************************************
 KA1016  DESIGNATION -  G 102
 KA1016  PID         -  KA1016
 KA1016  STATE/COUNTY-  IN/PARKE
 KA1016  USGS QUAD   -  MONTEZUMA (1978)
 KA1016
 KA1016                         *CURRENT SURVEY CONTROL
 KA1016  ___________________________________________________________________
 KA1016* NAD 83(1986)-  39 47 51.     (N)    087 22 05.     (W)     SCALED    
 KA1016* NAVD 88     -       157.723  (meters)     517.46   (feet)  ADJUSTED  
 KA1016  ___________________________________________________________________
 KA1016  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KA1016  DYNAMIC HT  -         157.635 (meters)     517.17  (feet)  COMP
 KA1016  MODELED GRAV-     980,071.0   (mgal)                       NAVD 88
 KA1016
 KA1016  VERT ORDER  -  SECOND    CLASS 0
 KA1016
 KA1016.The horizontal coordinates were scaled from a topographic map and have
 KA1016.an estimated accuracy of +/- 6 seconds.
 KA1016
 KA1016.The orthometric height was determined by differential leveling
 KA1016.and adjusted by the National Geodetic Survey in June 1991..
 KA1016
 KA1016.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1016.See file dsdata.txt to determine how the superseded data were derived.
 KA1016
 KA1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK684053(NAD 83)
 KA1016_MARKER: DB = BENCH MARK DISK
 KA1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1016_STAMPING: G 102 1946
 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 = OCTOBER  6, 2006
 DG9007 ***********************************************************************
 DG9007  CBN         -  This is a Cooperative Base Network Control Station.
 DG9007  DESIGNATION -  G 103
 DG9007  PID         -  DG9007
 DG9007  STATE/COUNTY-  IN/ST JOSEPH
 DG9007  USGS QUAD   -  SOUTH BEND WEST (1986)
 DG9007
 DG9007                         *CURRENT SURVEY CONTROL
 DG9007  ___________________________________________________________________
 DG9007* NAD 83(1997)-  41 43 37.32603(N)    086 20 09.67298(W)     ADJUSTED  
 DG9007* NAVD 88     -       246.9    (meters)     810.     (feet)  GPS OBS   
 DG9007  ___________________________________________________________________
 DG9007  X           -     304,659.822 (meters)                     COMP
 DG9007  Y           -  -4,757,646.675 (meters)                     COMP
 DG9007  Z           -   4,223,166.507 (meters)                     COMP
 DG9007  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 DG9007  ELLIP HEIGHT-         213.15  (meters)          (01/19/05) GPS OBS
 DG9007  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 DG9007
 DG9007  HORZ ORDER  -  A
 DG9007  ELLP ORDER  -  FOURTH    CLASS I
 DG9007
 DG9007.The horizontal coordinates were established by GPS observations
 DG9007.and adjusted by the National Geodetic Survey in January 2005..
 DG9007
 DG9007.The orthometric height was determined by GPS observations and a
 DG9007.high-resolution geoid model.
 DG9007
 DG9007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9007
 DG9007.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9007
 DG9007.The ellipsoidal height was determined by GPS observations
 DG9007.and is referenced to NAD 83.
 DG9007
 DG9007.The geoid height was determined by GEOID03.
 DG9007
 DG9007;                    North         East     Units Scale Factor Converg.
 DG9007;SPC IN E     -   719,517.220    44,308.880   MT  1.00000482   -0 26 43.9
 DG9007;SPC IN E     - 2,360,616.08    145,370.05   sFT  1.00000482   -0 26 43.9
 DG9007;UTM  16      - 4,619,682.938   555,223.747   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                          SUPERSEDED SURVEY CONTROL
 DG9007
 DG9007.No superseded survey control is available for this station.
 DG9007
 DG9007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5522419683(NAD 83)
 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 - June 17, 2003
 DG9007
 DG9007  HISTORY     - Date     Condition        Report By
 DG9007  HISTORY     - 20030617 MONUMENTED       IN-141
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1761 ***********************************************************************
 LB1761  DESIGNATION -  G 104
 LB1761  PID         -  LB1761
 LB1761  STATE/COUNTY-  IN/FOUNTAIN
 LB1761  USGS QUAD   -  PERRYSVILLE (1991)
 LB1761
 LB1761                         *CURRENT SURVEY CONTROL
 LB1761  ___________________________________________________________________
 LB1761* NAD 83(1986)-  40 02 46.     (N)    087 22 42.     (W)     SCALED    
 LB1761* NAVD 88     -       195.462  (meters)     641.28   (feet)  ADJUSTED  
 LB1761  ___________________________________________________________________
 LB1761  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 LB1761  DYNAMIC HT  -         195.360 (meters)     640.94  (feet)  COMP
 LB1761  MODELED GRAV-     980,100.3   (mgal)                       NAVD 88
 LB1761
 LB1761  VERT ORDER  -  SECOND    CLASS 0
 LB1761
 LB1761.The horizontal coordinates were scaled from a topographic map and have
 LB1761.an estimated accuracy of +/- 6 seconds.
 LB1761
 LB1761.The orthometric height was determined by differential leveling
 LB1761.and adjusted by the National Geodetic Survey in June 1991..
 LB1761
 LB1761.The geoid height was determined by GEOID03.
 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     -   532,680.      874,830.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1761.See file dsdata.txt to determine how the superseded data were derived.
 LB1761
 LB1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK677329(NAD 83)
 LB1761_MARKER: DB = BENCH MARK DISK
 LB1761_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1761_SP_SET: CULVERT
 LB1761_STAMPING: G 104 1946
 LB1761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME1365 ***********************************************************************
 ME1365  DESIGNATION -  G 105
 ME1365  PID         -  ME1365
 ME1365  STATE/COUNTY-  IN/NEWTON
 ME1365  USGS QUAD   -  SHELBY (1992)
 ME1365
 ME1365                         *CURRENT SURVEY CONTROL
 ME1365  ___________________________________________________________________
 ME1365* NAD 83(1986)-  41 08 40.     (N)    087 20 00.     (W)     SCALED    
 ME1365* NAVD 88     -       205.055  (meters)     672.75   (feet)  ADJUSTED  
 ME1365  ___________________________________________________________________
 ME1365  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 ME1365  DYNAMIC HT  -         204.968 (meters)     672.47  (feet)  COMP
 ME1365  MODELED GRAV-     980,193.9   (mgal)                       NAVD 88
 ME1365
 ME1365  VERT ORDER  -  SECOND    CLASS 0
 ME1365
 ME1365.The horizontal coordinates were scaled from a topographic map and have
 ME1365.an estimated accuracy of +/- 6 seconds.
 ME1365
 ME1365.The orthometric height was determined by differential leveling
 ME1365.and adjusted by the National Geodetic Survey in June 1991..
 ME1365
 ME1365.The geoid height was determined by GEOID03.
 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     -   654,630.      879,010.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1365.See file dsdata.txt to determine how the superseded data were derived.
 ME1365
 ME1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL720548(NAD 83)
 ME1365_MARKER: DB = BENCH MARK DISK
 ME1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1365_STAMPING: G 105 1946
 ME1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1365+STABILITY: SURFACE MOTION
 ME1365
 ME1365  HISTORY     - Date     Condition        Report By
 ME1365  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1297 ***********************************************************************
 LB1297  DESIGNATION -  G 106
 LB1297  PID         -  LB1297
 LB1297  STATE/COUNTY-  IN/NEWTON
 LB1297  USGS QUAD   -  GOODLAND (1976)
 LB1297
 LB1297                         *CURRENT SURVEY CONTROL
 LB1297  ___________________________________________________________________
 LB1297* NAD 83(1986)-  40 46 22.     (N)    087 18 11.     (W)     SCALED    
 LB1297* NAVD 88     -       213.635  (meters)     700.90   (feet)  ADJUSTED  
 LB1297  ___________________________________________________________________
 LB1297  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 LB1297  DYNAMIC HT  -         213.538 (meters)     700.58  (feet)  COMP
 LB1297  MODELED GRAV-     980,164.7   (mgal)                       NAVD 88
 LB1297
 LB1297  VERT ORDER  -  SECOND    CLASS 0
 LB1297
 LB1297.The horizontal coordinates were scaled from a topographic map and have
 LB1297.an estimated accuracy of +/- 6 seconds.
 LB1297
 LB1297.The orthometric height was determined by differential leveling
 LB1297.and adjusted by the National Geodetic Survey in June 1991..
 LB1297
 LB1297.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1297.See file dsdata.txt to determine how the superseded data were derived.
 LB1297
 LB1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL744135(NAD 83)
 LB1297_MARKER: DB = BENCH MARK DISK
 LB1297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1297_SP_SET: BRIDGE
 LB1297_STAMPING: G 106 1946
 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 = OCTOBER  6, 2006
 LB1414 ***********************************************************************
 LB1414  DESIGNATION -  G 107
 LB1414  PID         -  LB1414
 LB1414  STATE/COUNTY-  IN/JASPER
 LB1414  USGS QUAD   -  REMINGTON (1980)
 LB1414
 LB1414                         *CURRENT SURVEY CONTROL
 LB1414  ___________________________________________________________________
 LB1414* NAD 83(1997)-  40 51 58.15948(N)    087 14 26.32016(W)     ADJUSTED  
 LB1414* NAVD 88     -       199.878  (meters)     655.77   (feet)  ADJUSTED  
 LB1414  ___________________________________________________________________
 LB1414  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 LB1414  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 LB1414  DYNAMIC HT  -         199.791 (meters)     655.48  (feet)  COMP
 LB1414  MODELED GRAV-     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
 LB1414.and adjusted by the National Geodetic Survey in June 1991..
 LB1414
 LB1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB1414
 LB1414.The geoid height was determined by GEOID03.
 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;                    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                          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
 LB1414.Superseded values are not recommended for survey control.
 LB1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1414.See file dsdata.txt to determine how the superseded data were derived.
 LB1414
 LB1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7972123927(NAD 83)
 LB1414_MARKER: DB = BENCH MARK DISK
 LB1414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1414_SP_SET: CULVERT
 LB1414_STAMPING: G 107 1946
 LB1414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1414
 LB1414  HISTORY     - Date     Condition        Report By
 LB1414  HISTORY     - 1946     MONUMENTED       CGS
 LB1414  HISTORY     - 1947     GOOD             CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1344 ***********************************************************************
 LB1344  DESIGNATION -  G 108
 LB1344  PID         -  LB1344
 LB1344  STATE/COUNTY-  IN/JASPER
 LB1344  USGS QUAD   -  REMINGTON (1980)
 LB1344
 LB1344                         *CURRENT SURVEY CONTROL
 LB1344  ___________________________________________________________________
 LB1344* NAD 83(1986)-  40 51 04.     (N)    087 09 15.     (W)     SCALED    
 LB1344* NAVD 88     -       205.300  (meters)     673.56   (feet)  ADJUSTED  
 LB1344  ___________________________________________________________________
 LB1344  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 LB1344  DYNAMIC HT  -         205.209 (meters)     673.26  (feet)  COMP
 LB1344  MODELED GRAV-     980,177.6   (mgal)                       NAVD 88
 LB1344
 LB1344  VERT ORDER  -  SECOND    CLASS 0
 LB1344
 LB1344.The horizontal coordinates were scaled from a topographic map and have
 LB1344.an estimated accuracy of +/- 6 seconds.
 LB1344
 LB1344.The orthometric height was determined by differential leveling
 LB1344.and adjusted by the National Geodetic Survey in June 1991..
 LB1344
 LB1344.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1344.See file dsdata.txt to determine how the superseded data were derived.
 LB1344
 LB1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL870222(NAD 83)
 LB1344_MARKER: DB = BENCH MARK DISK
 LB1344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1344_SP_SET: CULVERT
 LB1344_STAMPING: G 108 1946
 LB1344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1344
 LB1344  HISTORY     - Date     Condition        Report By
 LB1344  HISTORY     - 1946     MONUMENTED       CGS
 LB1344  HISTORY     - 1955     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1955
 LB1344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1076 ***********************************************************************
 LB1076  DESIGNATION -  G 109
 LB1076  PID         -  LB1076
 LB1076  STATE/COUNTY-  IN/WHITE
 LB1076  USGS QUAD   -  FRANCESVILLE (1986)
 LB1076
 LB1076                         *CURRENT SURVEY CONTROL
 LB1076  ___________________________________________________________________
 LB1076* NAD 83(1986)-  40 53 31.     (N)    086 58 05.     (W)     SCALED    
 LB1076* NAVD 88     -       204.060  (meters)     669.49   (feet)  ADJUSTED  
 LB1076  ___________________________________________________________________
 LB1076  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 LB1076  DYNAMIC HT  -         203.969 (meters)     669.19  (feet)  COMP
 LB1076  MODELED GRAV-     980,174.5   (mgal)                       NAVD 88
 LB1076
 LB1076  VERT ORDER  -  SECOND    CLASS 0
 LB1076
 LB1076.The horizontal coordinates were scaled from a topographic map and have
 LB1076.an estimated accuracy of +/- 6 seconds.
 LB1076
 LB1076.The orthometric height was determined by differential leveling
 LB1076.and adjusted by the National Geodetic Survey in June 1991..
 LB1076
 LB1076.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1076.See file dsdata.txt to determine how the superseded data were derived.
 LB1076
 LB1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL026267(NAD 83)
 LB1076_MARKER: DB = BENCH MARK DISK
 LB1076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1076_SP_SET: CULVERT
 LB1076_STAMPING: G 109 1946
 LB1076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1076
 LB1076  HISTORY     - Date     Condition        Report By
 LB1076  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0824 ***********************************************************************
 JA0824  DESIGNATION -  G 11
 JA0824  PID         -  JA0824
 JA0824  STATE/COUNTY-  IN/DAVIESS
 JA0824  USGS QUAD   -  MONTGOMERY (1984)
 JA0824
 JA0824                         *CURRENT SURVEY CONTROL
 JA0824  ___________________________________________________________________
 JA0824* NAD 83(1986)-  38 39 44.     (N)    087 04 50.     (W)     SCALED    
 JA0824* NAVD 88     -       156.969  (meters)     514.99   (feet)  ADJUSTED  
 JA0824  ___________________________________________________________________
 JA0824  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 JA0824  DYNAMIC HT  -         156.869 (meters)     514.66  (feet)  COMP
 JA0824  MODELED GRAV-     979,989.9   (mgal)                       NAVD 88
 JA0824
 JA0824  VERT ORDER  -  FIRST     CLASS II
 JA0824
 JA0824.The horizontal coordinates were scaled from a topographic map and have
 JA0824.an estimated accuracy of +/- 6 seconds.
 JA0824
 JA0824.The orthometric height was determined by differential leveling
 JA0824.and adjusted by the National Geodetic Survey in June 1991..
 JA0824.WARNING-Repeat measurements at this control monument indicate possible
 JA0824.vertical movement.
 JA0824
 JA0824.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0824.See file dsdata.txt to determine how the superseded data were derived.
 JA0824
 JA0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH929792(NAD 83)
 JA0824_MARKER: DB = BENCH MARK DISK
 JA0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0824_STAMPING: G 11 1930 515.462
 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             NGS
 JA0824
 JA0824                          STATION DESCRIPTION
 JA0824
 JA0824'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1516 ***********************************************************************
 JZ1516  DESIGNATION -  G 11 HNY
 JZ1516  PID         -  JZ1516
 JZ1516  STATE/COUNTY-  IN/HENRY
 JZ1516  USGS QUAD   -  LEWISVILLE (1970)
 JZ1516
 JZ1516                         *CURRENT SURVEY CONTROL
 JZ1516  ___________________________________________________________________
 JZ1516* NAD 83(1986)-  39 48 28.     (N)    085 19 47.     (W)     SCALED    
 JZ1516* NAVD 88     -       329.577  (meters)    1081.29   (feet)  ADJUSTED  
 JZ1516  ___________________________________________________________________
 JZ1516  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JZ1516  DYNAMIC HT  -         329.387 (meters)    1080.66  (feet)  COMP
 JZ1516  MODELED GRAV-     980,039.8   (mgal)                       NAVD 88
 JZ1516
 JZ1516  VERT ORDER  -  SECOND    CLASS 0
 JZ1516
 JZ1516.The horizontal coordinates were scaled from a topographic map and have
 JZ1516.an estimated accuracy of +/- 6 seconds.
 JZ1516
 JZ1516.The orthometric height was determined by differential leveling
 JZ1516.and adjusted by the National Geodetic Survey in June 1991..
 JZ1516
 JZ1516.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1516.See file dsdata.txt to determine how the superseded data were derived.
 JZ1516
 JZ1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK429077(NAD 83)
 JZ1516_MARKER: DD = SURVEY DISK
 JZ1516_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1516_SP_SET: CULVERT
 JZ1516_STAMPING: G 11 HNY
 JZ1516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1516
 JZ1516  HISTORY     - Date     Condition        Report By
 JZ1516  HISTORY     - UNK      MONUMENTED       INHD
 JZ1516  HISTORY     - 1947     GOOD             NGS
 JZ1516
 JZ1516                          STATION DESCRIPTION
 JZ1516
 JZ1516'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1079 ***********************************************************************
 LB1079  DESIGNATION -  G 110
 LB1079  PID         -  LB1079
 LB1079  STATE/COUNTY-  IN/PULASKI
 LB1079  USGS QUAD   -  FRANCESVILLE (1986)
 LB1079
 LB1079                         *CURRENT SURVEY CONTROL
 LB1079  ___________________________________________________________________
 LB1079* NAD 83(1986)-  40 59 04.     (N)    086 54 37.     (W)     SCALED    
 LB1079* NAVD 88     -       208.180  (meters)     683.00   (feet)  ADJUSTED  
 LB1079  ___________________________________________________________________
 LB1079  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 LB1079  DYNAMIC HT  -         208.088 (meters)     682.70  (feet)  COMP
 LB1079  MODELED GRAV-     980,178.4   (mgal)                       NAVD 88
 LB1079
 LB1079  VERT ORDER  -  SECOND    CLASS 0
 LB1079
 LB1079.The horizontal coordinates were scaled from a topographic map and have
 LB1079.an estimated accuracy of +/- 6 seconds.
 LB1079
 LB1079.The orthometric height was determined by differential leveling
 LB1079.and adjusted by the National Geodetic Survey in June 1991..
 LB1079
 LB1079.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1079.See file dsdata.txt to determine how the superseded data were derived.
 LB1079
 LB1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL075370(NAD 83)
 LB1079_MARKER: DB = BENCH MARK DISK
 LB1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1079_STAMPING: G 110 1946
 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 = OCTOBER  6, 2006
 KA0810 ***********************************************************************
 KA0810  DESIGNATION -  G 111
 KA0810  PID         -  KA0810
 KA0810  STATE/COUNTY-  IN/BOONE
 KA0810  USGS QUAD   -  LIZTON (1970)
 KA0810
 KA0810                         *CURRENT SURVEY CONTROL
 KA0810  ___________________________________________________________________
 KA0810* NAD 83(1986)-  39 57 50.     (N)    086 37 11.     (W)     SCALED    
 KA0810* NAVD 88     -       285.079  (meters)     935.30   (feet)  ADJUSTED  
 KA0810  ___________________________________________________________________
 KA0810  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 KA0810  DYNAMIC HT  -         284.923 (meters)     934.78  (feet)  COMP
 KA0810  MODELED GRAV-     980,073.1   (mgal)                       NAVD 88
 KA0810
 KA0810  VERT ORDER  -  SECOND    CLASS 0
 KA0810
 KA0810.The horizontal coordinates were scaled from a topographic map and have
 KA0810.an estimated accuracy of +/- 6 seconds.
 KA0810
 KA0810.The orthometric height was determined by differential leveling
 KA0810.and adjusted by the National Geodetic Survey in June 1991..
 KA0810
 KA0810.The geoid height was determined by GEOID03.
 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     -   523,610.      939,610.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0810.See file dsdata.txt to determine how the superseded data were derived.
 KA0810
 KA0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK324238(NAD 83)
 KA0810_MARKER: DB = BENCH MARK DISK
 KA0810_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0810_SP_SET: CULVERT
 KA0810_STAMPING: G 111 1946
 KA0810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0608 ***********************************************************************
 LB0608  DESIGNATION -  G 112
 LB0608  PID         -  LB0608
 LB0608  STATE/COUNTY-  IN/BOONE
 LB0608  USGS QUAD   -  ROSSTON (1987)
 LB0608
 LB0608                         *CURRENT SURVEY CONTROL
 LB0608  ___________________________________________________________________
 LB0608* NAD 83(1986)-  40 02 27.     (N)    086 16 11.     (W)     SCALED    
 LB0608* NAVD 88     -       279.680  (meters)     917.58   (feet)  ADJUSTED  
 LB0608  ___________________________________________________________________
 LB0608  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 LB0608  DYNAMIC HT  -         279.524 (meters)     917.07  (feet)  COMP
 LB0608  MODELED GRAV-     980,060.4   (mgal)                       NAVD 88
 LB0608
 LB0608  VERT ORDER  -  SECOND    CLASS 0
 LB0608
 LB0608.The horizontal coordinates were scaled from a topographic map and have
 LB0608.an estimated accuracy of +/- 6 seconds.
 LB0608
 LB0608.The orthometric height was determined by differential leveling
 LB0608.and adjusted by the National Geodetic Survey in June 1991..
 LB0608
 LB0608.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 LB0608;SPC IN W     -   532,370.      969,430.      MT  (+/- 180 meters Scaled)
 LB0608
 LB0608                          SUPERSEDED SURVEY CONTROL
 LB0608
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0608.See file dsdata.txt to determine how the superseded data were derived.
 LB0608
 LB0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK622325(NAD 83)
 LB0608_MARKER: DB = BENCH MARK DISK
 LB0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0608_STAMPING: G 112 1946
 LB0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0608+STABILITY: SURFACE MOTION
 LB0608
 LB0608  HISTORY     - Date     Condition        Report By
 LB0608  HISTORY     - 1946     MONUMENTED       CGS
 LB0608  HISTORY     - 1977     GOOD             LOCENG
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0885 ***********************************************************************
 LB0885  DESIGNATION -  G 113
 LB0885  PID         -  LB0885
 LB0885  STATE/COUNTY-  IN/BOONE
 LB0885  USGS QUAD   -  THORNTOWN (1991)
 LB0885
 LB0885                         *CURRENT SURVEY CONTROL
 LB0885  ___________________________________________________________________
 LB0885* NAD 83(1986)-  40 07 45.     (N)    086 36 35.     (W)     SCALED    
 LB0885* NAVD 88     -       262.250  (meters)     860.40   (feet)  ADJUSTED  
 LB0885  ___________________________________________________________________
 LB0885  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 LB0885  DYNAMIC HT  -         262.108 (meters)     859.93  (feet)  COMP
 LB0885  MODELED GRAV-     980,078.5   (mgal)                       NAVD 88
 LB0885
 LB0885  VERT ORDER  -  SECOND    CLASS 0
 LB0885
 LB0885.The horizontal coordinates were scaled from a topographic map and have
 LB0885.an estimated accuracy of +/- 6 seconds.
 LB0885
 LB0885.The orthometric height was determined by differential leveling
 LB0885.and adjusted by the National Geodetic Survey in June 1991..
 LB0885
 LB0885.The geoid height was determined by GEOID03.
 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     -   541,970.      940,370.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0885.See file dsdata.txt to determine how the superseded data were derived.
 LB0885
 LB0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK332421(NAD 83)
 LB0885_MARKER: DB = BENCH MARK DISK
 LB0885_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0885_SP_SET: BUILDING
 LB0885_STAMPING: G 113 1946
 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 = OCTOBER  6, 2006
 LB0641 ***********************************************************************
 LB0641  DESIGNATION -  G 114
 LB0641  PID         -  LB0641
 LB0641  STATE/COUNTY-  IN/BOONE
 LB0641  USGS QUAD   -  MECHANICSBURG (1961)
 LB0641
 LB0641                         *CURRENT SURVEY CONTROL
 LB0641  ___________________________________________________________________
 LB0641* NAD 83(1986)-  40 08 30.     (N)    086 29 00.     (W)     SCALED    
 LB0641* NAVD 88     -       275.191  (meters)     902.86   (feet)  ADJUSTED  
 LB0641  ___________________________________________________________________
 LB0641  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 LB0641  DYNAMIC HT  -         275.041 (meters)     902.36  (feet)  COMP
 LB0641  MODELED GRAV-     980,074.8   (mgal)                       NAVD 88
 LB0641
 LB0641  VERT ORDER  -  SECOND    CLASS 0
 LB0641
 LB0641.The horizontal coordinates were scaled from a topographic map and have
 LB0641.an estimated accuracy of +/- 6 seconds.
 LB0641
 LB0641.The orthometric height was determined by differential leveling
 LB0641.and adjusted by the National Geodetic Survey in June 1991..
 LB0641
 LB0641.The geoid height was determined by GEOID03.
 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     -   543,420.      951,130.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0641.See file dsdata.txt to determine how the superseded data were derived.
 LB0641
 LB0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK440436(NAD 83)
 LB0641_MARKER: DB = BENCH MARK DISK
 LB0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0641_STAMPING: G 114 1946
 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 = OCTOBER  6, 2006
 LB0101 ***********************************************************************
 LB0101  DESIGNATION -  G 115
 LB0101  PID         -  LB0101
 LB0101  STATE/COUNTY-  IN/CASS
 LB0101  USGS QUAD   -  GALVESTON (1994)
 LB0101
 LB0101                         *CURRENT SURVEY CONTROL
 LB0101  ___________________________________________________________________
 LB0101* NAD 83(1986)-  40 36 46.     (N)    086 13 45.     (W)     SCALED    
 LB0101* NAVD 88     -       236.751  (meters)     776.74   (feet)  ADJUSTED  
 LB0101  ___________________________________________________________________
 LB0101  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 LB0101  DYNAMIC HT  -         236.633 (meters)     776.35  (feet)  COMP
 LB0101  MODELED GRAV-     980,121.2   (mgal)                       NAVD 88
 LB0101
 LB0101  VERT ORDER  -  SECOND    CLASS 0
 LB0101
 LB0101.The horizontal coordinates were scaled from a topographic map and have
 LB0101.an estimated accuracy of +/- 6 seconds.
 LB0101
 LB0101.The orthometric height was determined by differential leveling
 LB0101.and adjusted by the National Geodetic Survey in June 1991..
 LB0101
 LB0101.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0101.See file dsdata.txt to determine how the superseded data were derived.
 LB0101
 LB0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK652960(NAD 83)
 LB0101_MARKER: DB = BENCH MARK DISK
 LB0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0101_STAMPING: G 115 1946
 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 = OCTOBER  6, 2006
 LB0321 ***********************************************************************
 LB0321  DESIGNATION -  G 116
 LB0321  PID         -  LB0321
 LB0321  STATE/COUNTY-  IN/CLINTON
 LB0321  USGS QUAD   -  BURLINGTON (1984)
 LB0321
 LB0321                         *CURRENT SURVEY CONTROL
 LB0321  ___________________________________________________________________
 LB0321* NAD 83(1986)-  40 24 58.     (N)    086 23 33.     (W)     SCALED    
 LB0321* NAVD 88     -       249.096  (meters)     817.24   (feet)  ADJUSTED  
 LB0321  ___________________________________________________________________
 LB0321  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 LB0321  DYNAMIC HT  -         248.966 (meters)     816.82  (feet)  COMP
 LB0321  MODELED GRAV-     980,097.7   (mgal)                       NAVD 88
 LB0321
 LB0321  VERT ORDER  -  SECOND    CLASS 0
 LB0321
 LB0321.The horizontal coordinates were scaled from a topographic map and have
 LB0321.an estimated accuracy of +/- 6 seconds.
 LB0321
 LB0321.The orthometric height was determined by differential leveling
 LB0321.and adjusted by the National Geodetic Survey in June 1991..
 LB0321
 LB0321.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0321.See file dsdata.txt to determine how the superseded data were derived.
 LB0321
 LB0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK515741(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0382 ***********************************************************************
 LB0382  DESIGNATION -  G 117
 LB0382  PID         -  LB0382
 LB0382  STATE/COUNTY-  IN/CARROLL
 LB0382  USGS QUAD   -  BURLINGTON (1984)
 LB0382
 LB0382                         *CURRENT SURVEY CONTROL
 LB0382  ___________________________________________________________________
 LB0382* NAD 83(1986)-  40 28 28.     (N)    086 28 13.     (W)     SCALED    
 LB0382* NAVD 88     -       220.374  (meters)     723.01   (feet)  ADJUSTED  
 LB0382  ___________________________________________________________________
 LB0382  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 LB0382  DYNAMIC HT  -         220.261 (meters)     722.64  (feet)  COMP
 LB0382  MODELED GRAV-     980,109.1   (mgal)                       NAVD 88
 LB0382
 LB0382  VERT ORDER  -  SECOND    CLASS 0
 LB0382
 LB0382.The horizontal coordinates were scaled from a topographic map and have
 LB0382.an estimated accuracy of +/- 6 seconds.
 LB0382
 LB0382.The orthometric height was determined by differential leveling
 LB0382.and adjusted by the National Geodetic Survey in June 1991..
 LB0382
 LB0382.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0382.See file dsdata.txt to determine how the superseded data were derived.
 LB0382
 LB0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK449805(NAD 83)
 LB0382_MARKER: DB = BENCH MARK DISK
 LB0382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0382_SP_SET: CULVERT HEADWALL
 LB0382_STAMPING: G 117 1946
 LB0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0969 ***********************************************************************
 LB0969  DESIGNATION -  G 118
 LB0969  PID         -  LB0969
 LB0969  STATE/COUNTY-  IN/CARROLL
 LB0969  USGS QUAD   -  ROSSVILLE (1961)
 LB0969
 LB0969                         *CURRENT SURVEY CONTROL
 LB0969  ___________________________________________________________________
 LB0969* NAD 83(1986)-  40 29 21.     (N)    086 32 20.     (W)     SCALED    
 LB0969* NAVD 88     -       222.022  (meters)     728.42   (feet)  ADJUSTED  
 LB0969  ___________________________________________________________________
 LB0969  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 LB0969  DYNAMIC HT  -         221.910 (meters)     728.05  (feet)  COMP
 LB0969  MODELED GRAV-     980,114.4   (mgal)                       NAVD 88
 LB0969
 LB0969  VERT ORDER  -  SECOND    CLASS 0
 LB0969
 LB0969.The horizontal coordinates were scaled from a topographic map and have
 LB0969.an estimated accuracy of +/- 6 seconds.
 LB0969
 LB0969.The orthometric height was determined by differential leveling
 LB0969.and adjusted by the National Geodetic Survey in June 1991..
 LB0969
 LB0969.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0969.See file dsdata.txt to determine how the superseded data were derived.
 LB0969
 LB0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK390821(NAD 83)
 LB0969_MARKER: DB = BENCH MARK DISK
 LB0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0969_STAMPING: G 118 1946
 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 = OCTOBER  6, 2006
 LB0691 ***********************************************************************
 LB0691  DESIGNATION -  G 119
 LB0691  PID         -  LB0691
 LB0691  STATE/COUNTY-  IN/CARROLL
 LB0691  USGS QUAD   -  PYRMONT (1961)
 LB0691
 LB0691                         *CURRENT SURVEY CONTROL
 LB0691  ___________________________________________________________________
 LB0691* NAD 83(1986)-  40 27 54.     (N)    086 38 12.     (W)     SCALED    
 LB0691* NAVD 88     -       197.473  (meters)     647.88   (feet)  ADJUSTED  
 LB0691  ___________________________________________________________________
 LB0691  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 LB0691  DYNAMIC HT  -         197.374 (meters)     647.55  (feet)  COMP
 LB0691  MODELED GRAV-     980,119.6   (mgal)                       NAVD 88
 LB0691
 LB0691  VERT ORDER  -  SECOND    CLASS 0
 LB0691
 LB0691.The horizontal coordinates were scaled from a topographic map and have
 LB0691.an estimated accuracy of +/- 6 seconds.
 LB0691
 LB0691.The orthometric height was determined by differential leveling
 LB0691.and adjusted by the National Geodetic Survey in June 1991..
 LB0691
 LB0691.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0691.See file dsdata.txt to determine how the superseded data were derived.
 LB0691
 LB0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK308794(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0692 ***********************************************************************
 LB0692  DESIGNATION -  G 119 RESET 1970
 LB0692  PID         -  LB0692
 LB0692  STATE/COUNTY-  IN/CARROLL
 LB0692  USGS QUAD   -  PYRMONT (1961)
 LB0692
 LB0692                         *CURRENT SURVEY CONTROL
 LB0692  ___________________________________________________________________
 LB0692* NAD 83(1986)-  40 27 54.     (N)    086 38 12.     (W)     SCALED    
 LB0692* NAVD 88     -       196.70   (meters)     645.3    (feet)  RESET     
 LB0692  ___________________________________________________________________
 LB0692  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 LB0692
 LB0692  VERT ORDER  -  THIRD
 LB0692
 LB0692.The horizontal coordinates were scaled from a topographic map and have
 LB0692.an estimated accuracy of +/- 6 seconds.
 LB0692
 LB0692.The orthometric height was computed from unverified reset data.
 LB0692
 LB0692.The geoid height was determined by GEOID03.
 LB0692
 LB0692;                    North         East    Units  Estimated Accuracy
 LB0692;SPC IN W     -   579,250.      937,880.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0692.See file dsdata.txt to determine how the superseded data were derived.
 LB0692
 LB0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK308794(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0692
 LB0692  HISTORY     - Date     Condition        Report By
 LB0692  HISTORY     - 1970     MONUMENTED       INHD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0901 ***********************************************************************
 JA0901  DESIGNATION -  G 12
 JA0901  PID         -  JA0901
 JA0901  STATE/COUNTY-  IN/DAVIESS
 JA0901  USGS QUAD   -  PLAINVILLE (1980)
 JA0901
 JA0901                         *CURRENT SURVEY CONTROL
 JA0901  ___________________________________________________________________
 JA0901* NAD 83(1986)-  38 45 32.     (N)    087 11 17.     (W)     SCALED    
 JA0901* NAVD 88     -       137.787  (meters)     452.06   (feet)  ADJUSTED  
 JA0901  ___________________________________________________________________
 JA0901  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 JA0901  DYNAMIC HT  -         137.701 (meters)     451.77  (feet)  COMP
 JA0901  MODELED GRAV-     980,001.2   (mgal)                       NAVD 88
 JA0901
 JA0901  VERT ORDER  -  FIRST     CLASS II
 JA0901
 JA0901.The horizontal coordinates were scaled from a topographic map and have
 JA0901.an estimated accuracy of +/- 6 seconds.
 JA0901
 JA0901.The orthometric height was determined by differential leveling
 JA0901.and adjusted by the National Geodetic Survey in June 1991..
 JA0901
 JA0901.The geoid height was determined by GEOID03.
 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     -   389,740.      890,900.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0901.See file dsdata.txt to determine how the superseded data were derived.
 JA0901
 JA0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH836900(NAD 83)
 JA0901_MARKER: DB = BENCH MARK DISK
 JA0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0901_STAMPING: 452.519 G 12 1930
 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             NGS
 JA0901  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0901
 JA0901                          STATION DESCRIPTION
 JA0901
 JA0901'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1521 ***********************************************************************
 JZ1521  DESIGNATION -  G 12 HNY
 JZ1521  PID         -  JZ1521
 JZ1521  STATE/COUNTY-  IN/HENRY
 JZ1521  USGS QUAD   -  LEWISVILLE (1970)
 JZ1521
 JZ1521                         *CURRENT SURVEY CONTROL
 JZ1521  ___________________________________________________________________
 JZ1521* NAD 83(1986)-  39 48 34.     (N)    085 18 03.     (W)     SCALED    
 JZ1521* NAVD 88     -       328.510  (meters)    1077.79   (feet)  ADJUSTED  
 JZ1521  ___________________________________________________________________
 JZ1521  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JZ1521  DYNAMIC HT  -         328.320 (meters)    1077.16  (feet)  COMP
 JZ1521  MODELED GRAV-     980,038.5   (mgal)                       NAVD 88
 JZ1521
 JZ1521  VERT ORDER  -  SECOND    CLASS 0
 JZ1521
 JZ1521.The horizontal coordinates were scaled from a topographic map and have
 JZ1521.an estimated accuracy of +/- 6 seconds.
 JZ1521
 JZ1521.The orthometric height was determined by differential leveling
 JZ1521.and adjusted by the National Geodetic Survey in June 1991..
 JZ1521
 JZ1521.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1521.See file dsdata.txt to determine how the superseded data were derived.
 JZ1521
 JZ1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK454079(NAD 83)
 JZ1521_MARKER: DD = SURVEY DISK
 JZ1521_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1521_SP_SET: CULVERT
 JZ1521_STAMPING: G 12 HNY
 JZ1521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1521
 JZ1521  HISTORY     - Date     Condition        Report By
 JZ1521  HISTORY     - UNK      MONUMENTED       INHD
 JZ1521  HISTORY     - 1947     GOOD             NGS
 JZ1521
 JZ1521                          STATION DESCRIPTION
 JZ1521
 JZ1521'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0270 ***********************************************************************
 KA0270  DESIGNATION -  G 12 MAR
 KA0270  PID         -  KA0270
 KA0270  STATE/COUNTY-  IN/MARION
 KA0270  USGS QUAD   -  FISHERS (1988)
 KA0270
 KA0270                         *CURRENT SURVEY CONTROL
 KA0270  ___________________________________________________________________
 KA0270* NAD 83(1986)-  39 54 17.     (N)    086 05 09.     (W)     SCALED    
 KA0270* NAVD 88     -       224.703  (meters)     737.21   (feet)  ADJUSTED  
 KA0270  ___________________________________________________________________
 KA0270  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KA0270  DYNAMIC HT  -         224.579 (meters)     736.81  (feet)  COMP
 KA0270  MODELED GRAV-     980,068.1   (mgal)                       NAVD 88
 KA0270
 KA0270  VERT ORDER  -  SECOND    CLASS 0
 KA0270
 KA0270.The horizontal coordinates were scaled from a topographic map and have
 KA0270.an estimated accuracy of +/- 6 seconds.
 KA0270
 KA0270.The orthometric height was determined by differential leveling
 KA0270.and adjusted by the National Geodetic Survey in June 1991..
 KA0270
 KA0270.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0270.See file dsdata.txt to determine how the superseded data were derived.
 KA0270
 KA0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK781175(NAD 83)
 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             NGS
 KA0270
 KA0270                          STATION DESCRIPTION
 KA0270
 KA0270'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0645 ***********************************************************************
 KA0645  DESIGNATION -  G 121
 KA0645  PID         -  KA0645
 KA0645  STATE/COUNTY-  IN/PUTNAM
 KA0645  USGS QUAD   -  REELSVILLE (1986)
 KA0645
 KA0645                         *CURRENT SURVEY CONTROL
 KA0645  ___________________________________________________________________
 KA0645* NAD 83(1986)-  39 37 06.     (N)    086 58 24.     (W)     SCALED    
 KA0645* NAVD 88     -       218.376  (meters)     716.46   (feet)  ADJUSTED  
 KA0645  ___________________________________________________________________
 KA0645  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KA0645  DYNAMIC HT  -         218.250 (meters)     716.04  (feet)  COMP
 KA0645  MODELED GRAV-     980,045.9   (mgal)                       NAVD 88
 KA0645
 KA0645  VERT ORDER  -  FIRST     CLASS II
 KA0645
 KA0645.The horizontal coordinates were scaled from a topographic map and have
 KA0645.an estimated accuracy of +/- 6 seconds.
 KA0645
 KA0645.The orthometric height was determined by differential leveling
 KA0645.and adjusted by the National Geodetic Survey in June 1991..
 KA0645
 KA0645.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0645.See file dsdata.txt to determine how the superseded data were derived.
 KA0645
 KA0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ022853(NAD 83)
 KA0645_MARKER: DB = BENCH MARK DISK
 KA0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0645_STAMPING: G 121 1946
 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 = OCTOBER  6, 2006
 KA2082 ***********************************************************************
 KA2082  DESIGNATION -  G 122 RESET
 KA2082  PID         -  KA2082
 KA2082  STATE/COUNTY-  IN/PUTNAM
 KA2082  USGS QUAD   -  GREENCASTLE (1986)
 KA2082
 KA2082                         *CURRENT SURVEY CONTROL
 KA2082  ___________________________________________________________________
 KA2082* NAD 83(1986)-  39 38 04.     (N)    086 51 11.     (W)     SCALED    
 KA2082* NAVD 88     -       255.72   (meters)     839.0    (feet)  RESET     
 KA2082  ___________________________________________________________________
 KA2082  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KA2082
 KA2082  VERT ORDER  -  THIRD
 KA2082
 KA2082.The horizontal coordinates were scaled from a topographic map and have
 KA2082.an estimated accuracy of +/- 6 seconds.
 KA2082
 KA2082.The orthometric height was computed from unverified reset data.
 KA2082
 KA2082.The geoid height was determined by GEOID03.
 KA2082
 KA2082;                    North         East    Units  Estimated Accuracy
 KA2082;SPC IN W     -   486,960.      919,770.      MT  (+/- 180 meters Scaled)
 KA2082
 KA2082                          SUPERSEDED SURVEY CONTROL
 KA2082
 KA2082  NGVD 29 (04/16/04)  255.85   (m)          839.4    (f) RESET       3  
 KA2082
 KA2082.Superseded values are not recommended for survey control.
 KA2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2082.See file dsdata.txt to determine how the superseded data were derived.
 KA2082
 KA2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ126871(NAD 83)
 KA2082_MARKER: DV = VERTICAL CONTROL DISK
 KA2082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2082_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 LB1399 ***********************************************************************
 LB1399  DESIGNATION -  G 123
 LB1399  PID         -  LB1399
 LB1399  STATE/COUNTY-  IN/WHITE
 LB1399  USGS QUAD   -  ROUND GROVE (1962)
 LB1399
 LB1399                         *CURRENT SURVEY CONTROL
 LB1399  ___________________________________________________________________
 LB1399* NAD 83(1986)-  40 36 23.     (N)    087 04 36.     (W)     SCALED    
 LB1399* NAVD 88     -       223.699  (meters)     733.92   (feet)  ADJUSTED  
 LB1399  ___________________________________________________________________
 LB1399  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 LB1399  DYNAMIC HT  -         223.590 (meters)     733.56  (feet)  COMP
 LB1399  MODELED GRAV-     980,132.7   (mgal)                       NAVD 88
 LB1399
 LB1399  VERT ORDER  -  SECOND    CLASS 0
 LB1399
 LB1399.The horizontal coordinates were scaled from a topographic map and have
 LB1399.an estimated accuracy of +/- 6 seconds.
 LB1399
 LB1399.The orthometric height was determined by differential leveling
 LB1399.and adjusted by the National Geodetic Survey in June 1991..
 LB1399
 LB1399.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1399.See file dsdata.txt to determine how the superseded data were derived.
 LB1399
 LB1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK935950(NAD 83)
 LB1399_MARKER: DB = BENCH MARK DISK
 LB1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1399_STAMPING: G 123 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1958
 LB1399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1323 ***********************************************************************
 LB1323  DESIGNATION -  G 124
 LB1323  PID         -  LB1323
 LB1323  STATE/COUNTY-  IN/BENTON
 LB1323  USGS QUAD   -  FOWLER (1980)
 LB1323
 LB1323                         *CURRENT SURVEY CONTROL
 LB1323  ___________________________________________________________________
 LB1323* NAD 83(1986)-  40 35 29.     (N)    087 15 57.     (W)     SCALED    
 LB1323* NAVD 88     -       249.081  (meters)     817.19   (feet)  ADJUSTED  
 LB1323  ___________________________________________________________________
 LB1323  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 LB1323  DYNAMIC HT  -         248.959 (meters)     816.79  (feet)  COMP
 LB1323  MODELED GRAV-     980,129.2   (mgal)                       NAVD 88
 LB1323
 LB1323  VERT ORDER  -  SECOND    CLASS 0
 LB1323
 LB1323.The horizontal coordinates were scaled from a topographic map and have
 LB1323.an estimated accuracy of +/- 6 seconds.
 LB1323
 LB1323.The orthometric height was determined by differential leveling
 LB1323.and adjusted by the National Geodetic Survey in June 1991..
 LB1323
 LB1323.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1323.See file dsdata.txt to determine how the superseded data were derived.
 LB1323
 LB1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK775934(NAD 83)
 LB1323_MARKER: DB = BENCH MARK DISK
 LB1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1323_STAMPING: G 124 1946
 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 = OCTOBER  6, 2006
 LB1466 ***********************************************************************
 LB1466  DESIGNATION -  G 125
 LB1466  PID         -  LB1466
 LB1466  STATE/COUNTY-  IN/WHITE
 LB1466  USGS QUAD   -  TEMPLETON NE (1980)
 LB1466
 LB1466                         *CURRENT SURVEY CONTROL
 LB1466  ___________________________________________________________________
 LB1466* NAD 83(1986)-  40 39 47.     (N)    087 00 15.     (W)     SCALED    
 LB1466* NAVD 88     -       220.641  (meters)     723.89   (feet)  ADJUSTED  
 LB1466  ___________________________________________________________________
 LB1466  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 LB1466  DYNAMIC HT  -         220.536 (meters)     723.54  (feet)  COMP
 LB1466  MODELED GRAV-     980,143.0   (mgal)                       NAVD 88
 LB1466
 LB1466  VERT ORDER  -  SECOND    CLASS 0
 LB1466
 LB1466.The horizontal coordinates were scaled from a topographic map and have
 LB1466.an estimated accuracy of +/- 6 seconds.
 LB1466
 LB1466.The orthometric height was determined by differential leveling
 LB1466.and adjusted by the National Geodetic Survey in June 1991..
 LB1466
 LB1466.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1466.See file dsdata.txt to determine how the superseded data were derived.
 LB1466
 LB1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL996013(NAD 83)
 LB1466_MARKER: DB = BENCH MARK DISK
 LB1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1466_STAMPING: G 125 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1055 ***********************************************************************
 LB1055  DESIGNATION -  G 126
 LB1055  PID         -  LB1055
 LB1055  STATE/COUNTY-  IN/WHITE
 LB1055  USGS QUAD   -  MONTICELLO NORTH (1986)
 LB1055
 LB1055                         *CURRENT SURVEY CONTROL
 LB1055  ___________________________________________________________________
 LB1055* NAD 83(1986)-  40 52 09.     (N)    086 46 30.     (W)     SCALED    
 LB1055* NAVD 88     -       200.286  (meters)     657.11   (feet)  ADJUSTED  
 LB1055  ___________________________________________________________________
 LB1055  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 LB1055  DYNAMIC HT  -         200.197 (meters)     656.81  (feet)  COMP
 LB1055  MODELED GRAV-     980,171.5   (mgal)                       NAVD 88
 LB1055
 LB1055  VERT ORDER  -  SECOND    CLASS 0
 LB1055
 LB1055.The horizontal coordinates were scaled from a topographic map and have
 LB1055.an estimated accuracy of +/- 6 seconds.
 LB1055
 LB1055.The orthometric height was determined by differential leveling
 LB1055.and adjusted by the National Geodetic Survey in June 1991..
 LB1055
 LB1055.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1055.See file dsdata.txt to determine how the superseded data were derived.
 LB1055
 LB1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL189242(NAD 83)
 LB1055_MARKER: DB = BENCH MARK DISK
 LB1055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1055_SP_SET: CULVERT
 LB1055_STAMPING: G 126 1946
 LB1055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0940 ***********************************************************************
 LB0940  DESIGNATION -  G 127
 LB0940  PID         -  LB0940
 LB0940  STATE/COUNTY-  IN/WHITE
 LB0940  USGS QUAD   -  BURNETTSVILLE (1962)
 LB0940
 LB0940                         *CURRENT SURVEY CONTROL
 LB0940  ___________________________________________________________________
 LB0940* NAD 83(1986)-  40 49 36.     (N)    086 35 58.     (W)     SCALED    
 LB0940* NAVD 88     -       217.059  (meters)     712.13   (feet)  ADJUSTED  
 LB0940  ___________________________________________________________________
 LB0940  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 LB0940  DYNAMIC HT  -         216.961 (meters)     711.81  (feet)  COMP
 LB0940  MODELED GRAV-     980,166.4   (mgal)                       NAVD 88
 LB0940
 LB0940  VERT ORDER  -  SECOND    CLASS 0
 LB0940
 LB0940.The horizontal coordinates were scaled from a topographic map and have
 LB0940.an estimated accuracy of +/- 6 seconds.
 LB0940
 LB0940.The orthometric height was determined by differential leveling
 LB0940.and adjusted by the National Geodetic Survey in June 1991..
 LB0940
 LB0940.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0940.See file dsdata.txt to determine how the superseded data were derived.
 LB0940
 LB0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL337195(NAD 83)
 LB0940_MARKER: DB = BENCH MARK DISK
 LB0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0940_STAMPING: G 127 1946
 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 = OCTOBER  6, 2006
 LB1137 ***********************************************************************
 LB1137  DESIGNATION -  G 128
 LB1137  PID         -  LB1137
 LB1137  STATE/COUNTY-  IN/PULASKI
 LB1137  USGS QUAD   -  BUFFALO (1979)
 LB1137
 LB1137                         *CURRENT SURVEY CONTROL
 LB1137  ___________________________________________________________________
 LB1137* NAD 83(1986)-  40 59 04.     (N)    086 43 02.     (W)     SCALED    
 LB1137* NAVD 88     -       211.704  (meters)     694.57   (feet)  ADJUSTED  
 LB1137  ___________________________________________________________________
 LB1137  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 LB1137  DYNAMIC HT  -         211.612 (meters)     694.26  (feet)  COMP
 LB1137  MODELED GRAV-     980,185.1   (mgal)                       NAVD 88
 LB1137
 LB1137  VERT ORDER  -  SECOND    CLASS 0
 LB1137
 LB1137.The horizontal coordinates were scaled from a topographic map and have
 LB1137.an estimated accuracy of +/- 6 seconds.
 LB1137
 LB1137.The orthometric height was determined by differential leveling
 LB1137.and adjusted by the National Geodetic Survey in June 1991..
 LB1137
 LB1137.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1137.See file dsdata.txt to determine how the superseded data were derived.
 LB1137
 LB1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL237370(NAD 83)
 LB1137_MARKER: DB = BENCH MARK DISK
 LB1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1137_STAMPING: G 128 1946
 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 = OCTOBER  6, 2006
 LB1139 ***********************************************************************
 LB1139  CBN         -  This is a Cooperative Base Network Control Station.
 LB1139  DESIGNATION -  G 129
 LB1139  PID         -  LB1139
 LB1139  STATE/COUNTY-  IN/PULASKI
 LB1139  USGS QUAD   -  MONON NE (1962)
 LB1139
 LB1139                         *CURRENT SURVEY CONTROL
 LB1139  ___________________________________________________________________
 LB1139* NAD 83(1997)-  40 59 04.84797(N)    086 52 05.22929(W)     ADJUSTED  
 LB1139* NAVD 88     -       204.987  (meters)     672.53   (feet)  ADJUSTED  
 LB1139  ___________________________________________________________________
 LB1139  X           -     263,438.205 (meters)                     COMP
 LB1139  Y           -  -4,814,634.571 (meters)                     COMP
 LB1139  Z           -   4,161,251.385 (meters)                     COMP
 LB1139  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 LB1139  ELLIP HEIGHT-         171.31  (meters)          (01/19/05) GPS OBS
 LB1139  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 LB1139  DYNAMIC HT  -         204.896 (meters)     672.23  (feet)  COMP
 LB1139  MODELED GRAV-     980,178.2   (mgal)                       NAVD 88
 LB1139
 LB1139  HORZ ORDER  -  A
 LB1139  VERT ORDER  -  SECOND    CLASS 0
 LB1139  ELLP ORDER  -  FOURTH    CLASS I
 LB1139
 LB1139.The horizontal coordinates were established by GPS observations
 LB1139.and adjusted by the National Geodetic Survey in January 2005..
 LB1139
 LB1139.The orthometric height was determined by differential leveling
 LB1139.and adjusted by the National Geodetic Survey in June 1991..
 LB1139
 LB1139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB1139
 LB1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB1139
 LB1139.The ellipsoidal height was determined by GPS observations
 LB1139.and is referenced to NAD 83.
 LB1139
 LB1139.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 LB1139;SPC IN W     -   636,879.217   918,110.671   MT  0.99997070   +0 08 28.1
 LB1139;SPC IN W     - 2,089,494.56  3,012,168.09   sFT  0.99997070   +0 08 28.1
 LB1139;UTM  16      - 4,537,064.772   511,093.942   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                          SUPERSEDED SURVEY CONTROL
 LB1139
 LB1139  NAVD 88 (01/19/05)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1139.See file dsdata.txt to determine how the superseded data were derived.
 LB1139
 LB1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1109437065(NAD 83)
 LB1139_MARKER: DB = BENCH MARK DISK
 LB1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1139_STAMPING: G 129 1946
 LB1139_MARK LOGO: CGS   
 LB1139_PROJECTION: PROJECTING 15 CENTIMETERS
 LB1139_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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 - June 12, 2003
 LB1139
 LB1139  HISTORY     - Date     Condition        Report By
 LB1139  HISTORY     - 1946     MONUMENTED       CGS
 LB1139  HISTORY     - 1989     GOOD             USPSQD
 LB1139  HISTORY     - 20030612 GOOD             ABSHER
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0385 ***********************************************************************
 KA0385  DESIGNATION -  G 13
 KA0385  PID         -  KA0385
 KA0385  STATE/COUNTY-  IN/OWEN
 KA0385  USGS QUAD   -  GOSPORT (1983)
 KA0385
 KA0385                         *CURRENT SURVEY CONTROL
 KA0385  ___________________________________________________________________
 KA0385* NAD 83(1986)-  39 20 32.     (N)    086 42 30.     (W)     SCALED    
 KA0385* NAVD 88     -       171.062  (meters)     561.23   (feet)  ADJUSTED  
 KA0385  ___________________________________________________________________
 KA0385  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KA0385  DYNAMIC HT  -         170.962 (meters)     560.90  (feet)  COMP
 KA0385  MODELED GRAV-     980,043.0   (mgal)                       NAVD 88
 KA0385
 KA0385  VERT ORDER  -  FIRST     CLASS II
 KA0385
 KA0385.The horizontal coordinates were scaled from a topographic map and have
 KA0385.an estimated accuracy of +/- 6 seconds.
 KA0385
 KA0385.The orthometric height was determined by differential leveling
 KA0385.and adjusted by the National Geodetic Survey in June 1991..
 KA0385
 KA0385.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0385.See file dsdata.txt to determine how the superseded data were derived.
 KA0385
 KA0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ251547(NAD 83)
 KA0385_MARKER: DB = BENCH MARK DISK
 KA0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0385_STAMPING: 561.646 G 13 1930
 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             NGS
 KA0385
 KA0385                          STATION DESCRIPTION
 KA0385
 KA0385'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1523 ***********************************************************************
 JZ1523  DESIGNATION -  G 13 HNY
 JZ1523  PID         -  JZ1523
 JZ1523  STATE/COUNTY-  IN/HENRY
 JZ1523  USGS QUAD   -  LEWISVILLE (1970)
 JZ1523
 JZ1523                         *CURRENT SURVEY CONTROL
 JZ1523  ___________________________________________________________________
 JZ1523* NAD 83(1986)-  39 48 38.     (N)    085 15 57.     (W)     SCALED    
 JZ1523* NAVD 88     -       322.197  (meters)    1057.07   (feet)  ADJUSTED  
 JZ1523  ___________________________________________________________________
 JZ1523  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JZ1523  DYNAMIC HT  -         322.010 (meters)    1056.46  (feet)  COMP
 JZ1523  MODELED GRAV-     980,037.8   (mgal)                       NAVD 88
 JZ1523
 JZ1523  VERT ORDER  -  SECOND    CLASS 0
 JZ1523
 JZ1523.The horizontal coordinates were scaled from a topographic map and have
 JZ1523.an estimated accuracy of +/- 6 seconds.
 JZ1523
 JZ1523.The orthometric height was determined by differential leveling
 JZ1523.and adjusted by the National Geodetic Survey in June 1991..
 JZ1523
 JZ1523.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1523.See file dsdata.txt to determine how the superseded data were derived.
 JZ1523
 JZ1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK484081(NAD 83)
 JZ1523_MARKER: DD = SURVEY DISK
 JZ1523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1523_SP_SET: CULVERT
 JZ1523_STAMPING: G 13 HNY
 JZ1523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1523
 JZ1523  HISTORY     - Date     Condition        Report By
 JZ1523  HISTORY     - UNK      MONUMENTED       INHD
 JZ1523  HISTORY     - 1947     GOOD             NGS
 JZ1523
 JZ1523                          STATION DESCRIPTION
 JZ1523
 JZ1523'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0714 ***********************************************************************
 ME0714  DESIGNATION -  G 130
 ME0714  PID         -  ME0714
 ME0714  STATE/COUNTY-  IN/PULASKI
 ME0714  USGS QUAD   -  NORTH JUDSON SE (1962)
 ME0714
 ME0714                         *CURRENT SURVEY CONTROL
 ME0714  ___________________________________________________________________
 ME0714* NAD 83(1986)-  41 05 06.     (N)    086 45 28.     (W)     SCALED    
 ME0714* NAVD 88     -       212.090  (meters)     695.83   (feet)  ADJUSTED  
 ME0714  ___________________________________________________________________
 ME0714  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME0714  DYNAMIC HT  -         211.999 (meters)     695.53  (feet)  COMP
 ME0714  MODELED GRAV-     980,188.6   (mgal)                       NAVD 88
 ME0714
 ME0714  VERT ORDER  -  SECOND    CLASS 0
 ME0714
 ME0714.The horizontal coordinates were scaled from a topographic map and have
 ME0714.an estimated accuracy of +/- 6 seconds.
 ME0714
 ME0714.The orthometric height was determined by differential leveling
 ME0714.and adjusted by the National Geodetic Survey in June 1991..
 ME0714
 ME0714.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0714.See file dsdata.txt to determine how the superseded data were derived.
 ME0714
 ME0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL203482(NAD 83)
 ME0714_MARKER: DB = BENCH MARK DISK
 ME0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0714_STAMPING: G 130 1946
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 ME0756 ***********************************************************************
 ME0756  DESIGNATION -  G 131
 ME0756  PID         -  ME0756
 ME0756  STATE/COUNTY-  IN/PULASKI
 ME0756  USGS QUAD   -  WINAMAC (1980)
 ME0756
 ME0756                         *CURRENT SURVEY CONTROL
 ME0756  ___________________________________________________________________
 ME0756* NAD 83(1986)-  41 00 42.     (N)    086 31 49.     (W)     SCALED    
 ME0756* NAVD 88     -       220.456  (meters)     723.28   (feet)  ADJUSTED  
 ME0756  ___________________________________________________________________
 ME0756  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME0756  DYNAMIC HT  -         220.360 (meters)     722.96  (feet)  COMP
 ME0756  MODELED GRAV-     980,183.7   (mgal)                       NAVD 88
 ME0756
 ME0756  VERT ORDER  -  SECOND    CLASS 0
 ME0756
 ME0756.The horizontal coordinates were scaled from a topographic map and have
 ME0756.an estimated accuracy of +/- 6 seconds.
 ME0756
 ME0756.The orthometric height was determined by differential leveling
 ME0756.and adjusted by the National Geodetic Survey in June 1991..
 ME0756
 ME0756.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0756.See file dsdata.txt to determine how the superseded data were derived.
 ME0756
 ME0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL394401(NAD 83)
 ME0756_MARKER: DB = BENCH MARK DISK
 ME0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0756_STAMPING: G 131 1946
 ME0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0756+STABILITY: SURFACE MOTION
 ME0756
 ME0756  HISTORY     - Date     Condition        Report By
 ME0756  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0666 ***********************************************************************
 ME0666  DESIGNATION -  G 132
 ME0666  PID         -  ME0666
 ME0666  STATE/COUNTY-  IN/STARKE
 ME0666  USGS QUAD   -  DENHAM (1962)
 ME0666
 ME0666                         *CURRENT SURVEY CONTROL
 ME0666  ___________________________________________________________________
 ME0666* NAD 83(1986)-  41 11 11.     (N)    086 43 03.     (W)     SCALED    
 ME0666* NAVD 88     -       214.636  (meters)     704.18   (feet)  ADJUSTED  
 ME0666  ___________________________________________________________________
 ME0666  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 ME0666  DYNAMIC HT  -         214.545 (meters)     703.89  (feet)  COMP
 ME0666  MODELED GRAV-     980,194.6   (mgal)                       NAVD 88
 ME0666
 ME0666  VERT ORDER  -  SECOND    CLASS 0
 ME0666
 ME0666.The horizontal coordinates were scaled from a topographic map and have
 ME0666.an estimated accuracy of +/- 6 seconds.
 ME0666
 ME0666.The orthometric height was determined by differential leveling
 ME0666.and adjusted by the National Geodetic Survey in June 1991..
 ME0666
 ME0666.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0666.See file dsdata.txt to determine how the superseded data were derived.
 ME0666
 ME0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL236594(NAD 83)
 ME0666_MARKER: DB = BENCH MARK DISK
 ME0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0666_STAMPING: G 132 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1969
 ME0666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0403 ***********************************************************************
 ME0403  DESIGNATION -  G 133
 ME0403  PID         -  ME0403
 ME0403  STATE/COUNTY-  IN/MARSHALL
 ME0403  USGS QUAD   -  CULVER (1980)
 ME0403
 ME0403                         *CURRENT SURVEY CONTROL
 ME0403  ___________________________________________________________________
 ME0403* NAD 83(1986)-  41 13 33.     (N)    086 23 06.     (W)     SCALED    
 ME0403* NAVD 88     -       245.383  (meters)     805.06   (feet)  ADJUSTED  
 ME0403  ___________________________________________________________________
 ME0403  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME0403  DYNAMIC HT  -         245.281 (meters)     804.73  (feet)  COMP
 ME0403  MODELED GRAV-     980,199.9   (mgal)                       NAVD 88
 ME0403
 ME0403  VERT ORDER  -  SECOND    CLASS 0
 ME0403
 ME0403.The horizontal coordinates were scaled from a topographic map and have
 ME0403.an estimated accuracy of +/- 6 seconds.
 ME0403
 ME0403.The orthometric height was determined by differential leveling
 ME0403.and adjusted by the National Geodetic Survey in June 1991..
 ME0403
 ME0403.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 ME0403;SPC IN E     -   663,890.       39,770.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0403.See file dsdata.txt to determine how the superseded data were derived.
 ME0403
 ME0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL515640(NAD 83)
 ME0403_MARKER: DB = BENCH MARK DISK
 ME0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0403_STAMPING: G 133 1946
 ME0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0403+STABILITY: SURFACE MOTION
 ME0403
 ME0403  HISTORY     - Date     Condition        Report By
 ME0403  HISTORY     - 1946     MONUMENTED       CGS
 ME0403  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0749 ***********************************************************************
 ME0749  DESIGNATION -  G 134 RESET 1963
 ME0749  PID         -  ME0749
 ME0749  STATE/COUNTY-  IN/PULASKI
 ME0749  USGS QUAD   -  WINAMAC (1980)
 ME0749
 ME0749                         *CURRENT SURVEY CONTROL
 ME0749  ___________________________________________________________________
 ME0749* NAD 83(1986)-  41 06 48.     (N)    086 30 19.     (W)     SCALED    
 ME0749* NAVD 88     -       220.95   (meters)     724.9    (feet)  RESET     
 ME0749  ___________________________________________________________________
 ME0749  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME0749
 ME0749  VERT ORDER  -  THIRD
 ME0749
 ME0749.The horizontal coordinates were scaled from a topographic map and have
 ME0749.an estimated accuracy of +/- 6 seconds.
 ME0749
 ME0749.The orthometric height was computed from unverified reset data.
 ME0749
 ME0749.The geoid height was determined by GEOID03.
 ME0749
 ME0749;                    North         East    Units  Estimated Accuracy
 ME0749;SPC IN W     -   651,310.      948,550.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0749.See file dsdata.txt to determine how the superseded data were derived.
 ME0749
 ME0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL415514(NAD 83)
 ME0749_MARKER: DB = BENCH MARK DISK
 ME0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0749_STAMPING: G 134 RESET 1963
 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 = OCTOBER  6, 2006
 LB1203 ***********************************************************************
 LB1203  DESIGNATION -  G 136
 LB1203  PID         -  LB1203
 LB1203  STATE/COUNTY-  IN/TIPPECANOE
 LB1203  USGS QUAD   -  ROUND GROVE (1962)
 LB1203
 LB1203                         *CURRENT SURVEY CONTROL
 LB1203  ___________________________________________________________________
 LB1203* NAD 83(1986)-  40 32 17.     (N)    087 01 48.     (W)     SCALED    
 LB1203* NAVD 88     -       227.669  (meters)     746.94   (feet)  ADJUSTED  
 LB1203  ___________________________________________________________________
 LB1203  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 LB1203  DYNAMIC HT  -         227.558 (meters)     746.58  (feet)  COMP
 LB1203  MODELED GRAV-     980,131.1   (mgal)                       NAVD 88
 LB1203
 LB1203  VERT ORDER  -  SECOND    CLASS 0
 LB1203
 LB1203.The horizontal coordinates were scaled from a topographic map and have
 LB1203.an estimated accuracy of +/- 6 seconds.
 LB1203
 LB1203.The orthometric height was determined by differential leveling
 LB1203.and adjusted by the National Geodetic Survey in June 1991..
 LB1203
 LB1203.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1203.See file dsdata.txt to determine how the superseded data were derived.
 LB1203
 LB1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK974874(NAD 83)
 LB1203_MARKER: DB = BENCH MARK DISK
 LB1203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1203_SP_SET: HEADWALL
 LB1203_STAMPING: G 136 1946
 LB1203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME1092 ***********************************************************************
 ME1092  DESIGNATION -  G 137
 ME1092  PID         -  ME1092
 ME1092  STATE/COUNTY-  IN/LAKE
 ME1092  USGS QUAD   -  ST JOHN (1992)
 ME1092
 ME1092                         *CURRENT SURVEY CONTROL
 ME1092  ___________________________________________________________________
 ME1092* NAD 83(1986)-  41 28 26.     (N)    087 23 51.     (W)     SCALED    
 ME1092* NAVD 88     -       205.982  (meters)     675.79   (feet)  ADJUSTED  
 ME1092  ___________________________________________________________________
 ME1092  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME1092  DYNAMIC HT  -         205.901 (meters)     675.53  (feet)  COMP
 ME1092  MODELED GRAV-     980,225.7   (mgal)                       NAVD 88
 ME1092
 ME1092  VERT ORDER  -  SECOND    CLASS 0
 ME1092
 ME1092.The horizontal coordinates were scaled from a topographic map and have
 ME1092.an estimated accuracy of +/- 6 seconds.
 ME1092
 ME1092.The orthometric height was determined by differential leveling
 ME1092.and adjusted by the National Geodetic Survey in June 1991..
 ME1092
 ME1092.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1092.See file dsdata.txt to determine how the superseded data were derived.
 ME1092
 ME1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL668914(NAD 83)
 ME1092_MARKER: DB = BENCH MARK DISK
 ME1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1092_STAMPING: G 137 1946
 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 = OCTOBER  6, 2006
 ME1234 ***********************************************************************
 ME1234  DESIGNATION -  G 138
 ME1234  PID         -  ME1234
 ME1234  STATE/COUNTY-  IN/LAKE
 ME1234  USGS QUAD   -  CROWN POINT (1992)
 ME1234
 ME1234                         *CURRENT SURVEY CONTROL
 ME1234  ___________________________________________________________________
 ME1234* NAD 83(1986)-  41 23 00.     (N)    087 17 43.     (W)     SCALED    
 ME1234* NAVD 88     -       211.111  (meters)     692.62   (feet)  ADJUSTED  
 ME1234  ___________________________________________________________________
 ME1234  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 ME1234  DYNAMIC HT  -         211.024 (meters)     692.33  (feet)  COMP
 ME1234  MODELED GRAV-     980,209.2   (mgal)                       NAVD 88
 ME1234
 ME1234  VERT ORDER  -  SECOND    CLASS 0
 ME1234
 ME1234.The horizontal coordinates were scaled from a topographic map and have
 ME1234.an estimated accuracy of +/- 6 seconds.
 ME1234
 ME1234.The orthometric height was determined by differential leveling
 ME1234.and adjusted by the National Geodetic Survey in June 1991..
 ME1234
 ME1234.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1234.See file dsdata.txt to determine how the superseded data were derived.
 ME1234
 ME1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL753813(NAD 83)
 ME1234_MARKER: DB = BENCH MARK DISK
 ME1234_SETTING: 0 = UNSPECIFIED SETTING
 ME1234_STAMPING: G 138 1946
 ME1234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1234
 ME1234  HISTORY     - Date     Condition        Report By
 ME1234  HISTORY     - 1946     MONUMENTED       CGS
 ME1234  HISTORY     - 1968     GOOD             NGS
 ME1234  HISTORY     - 19900629 MARK NOT FOUND   USGS
 ME1234
 ME1234                          STATION DESCRIPTION
 ME1234
 ME1234'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1282 ***********************************************************************
 ME1282  DESIGNATION -  G 139
 ME1282  PID         -  ME1282
 ME1282  STATE/COUNTY-  IN/LAKE
 ME1282  USGS QUAD   -  HEBRON (1972)
 ME1282
 ME1282                         *CURRENT SURVEY CONTROL
 ME1282  ___________________________________________________________________
 ME1282* NAD 83(1986)-  41 17 21.     (N)    087 13 43.     (W)     SCALED    
 ME1282* NAVD 88     -       206.382  (meters)     677.10   (feet)  ADJUSTED  
 ME1282  ___________________________________________________________________
 ME1282  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME1282  DYNAMIC HT  -         206.295 (meters)     676.82  (feet)  COMP
 ME1282  MODELED GRAV-     980,199.2   (mgal)                       NAVD 88
 ME1282
 ME1282  VERT ORDER  -  SECOND    CLASS 0
 ME1282
 ME1282.The horizontal coordinates were scaled from a topographic map and have
 ME1282.an estimated accuracy of +/- 6 seconds.
 ME1282
 ME1282.The orthometric height was determined by differential leveling
 ME1282.and adjusted by the National Geodetic Survey in June 1991..
 ME1282
 ME1282.The geoid height was determined by GEOID03.
 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     -   670,680.      887,830.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1282.See file dsdata.txt to determine how the superseded data were derived.
 ME1282
 ME1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL808708(NAD 83)
 ME1282_MARKER: DB = BENCH MARK DISK
 ME1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1282_STAMPING: G 139 1946
 ME1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1282+STABILITY: SURFACE MOTION
 ME1282
 ME1282  HISTORY     - Date     Condition        Report By
 ME1282  HISTORY     - 1946     MONUMENTED       CGS
 ME1282  HISTORY     - 1984     GOOD             LOCSUR
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1662 ***********************************************************************
 LA1662  DESIGNATION -  G 14
 LA1662  PID         -  LA1662
 LA1662  STATE/COUNTY-  IN/HUNTINGTON
 LA1662  USGS QUAD   -  LAGRO (1994)
 LA1662
 LA1662                         *CURRENT SURVEY CONTROL
 LA1662  ___________________________________________________________________
 LA1662* NAD 83(1986)-  40 51 16.     (N)    085 38 00.     (W)     SCALED    
 LA1662* NAVD 88     -       211.859  (meters)     695.07   (feet)  ADJUSTED  
 LA1662  ___________________________________________________________________
 LA1662  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 LA1662  DYNAMIC HT  -         211.759 (meters)     694.75  (feet)  COMP
 LA1662  MODELED GRAV-     980,144.3   (mgal)                       NAVD 88
 LA1662
 LA1662  VERT ORDER  -  FIRST     CLASS II
 LA1662
 LA1662.The horizontal coordinates were scaled from a topographic map and have
 LA1662.an estimated accuracy of +/- 6 seconds.
 LA1662
 LA1662.The orthometric height was determined by differential leveling
 LA1662.and adjusted by the National Geodetic Survey in June 1991..
 LA1662
 LA1662.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1662.See file dsdata.txt to determine how the superseded data were derived.
 LA1662
 LA1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL151234(NAD 83)
 LA1662_MARKER: DB = BENCH MARK DISK
 LA1662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1662_SP_SET: CULVERT
 LA1662_STAMPING: G 14 1930
 LA1662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1662
 LA1662  HISTORY     - Date     Condition        Report By
 LA1662  HISTORY     - 1930     MONUMENTED       CGS
 LA1662  HISTORY     - 1965     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1965
 LA1662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1525 ***********************************************************************
 JZ1525  DESIGNATION -  G 14 HNY
 JZ1525  PID         -  JZ1525
 JZ1525  STATE/COUNTY-  IN/HENRY
 JZ1525  USGS QUAD   -  CAMBRIDGE CITY (1981)
 JZ1525
 JZ1525                         *CURRENT SURVEY CONTROL
 JZ1525  ___________________________________________________________________
 JZ1525* NAD 83(1986)-  39 48 42.     (N)    085 13 40.     (W)     SCALED    
 JZ1525* NAVD 88     -       315.178  (meters)    1034.05   (feet)  ADJUSTED  
 JZ1525  ___________________________________________________________________
 JZ1525  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JZ1525  DYNAMIC HT  -         314.995 (meters)    1033.45  (feet)  COMP
 JZ1525  MODELED GRAV-     980,038.8   (mgal)                       NAVD 88
 JZ1525
 JZ1525  VERT ORDER  -  SECOND    CLASS 0
 JZ1525
 JZ1525.The horizontal coordinates were scaled from a topographic map and have
 JZ1525.an estimated accuracy of +/- 6 seconds.
 JZ1525
 JZ1525.The orthometric height was determined by differential leveling
 JZ1525.and adjusted by the National Geodetic Survey in June 1991..
 JZ1525
 JZ1525.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1525.See file dsdata.txt to determine how the superseded data were derived.
 JZ1525
 JZ1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK516083(NAD 83)
 JZ1525_MARKER: DD = SURVEY DISK
 JZ1525_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1525_SP_SET: BRIDGE
 JZ1525_STAMPING: G 14 HNY
 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             NGS
 JZ1525  HISTORY     - 20050520 GOOD             GEOCAC
 JZ1525
 JZ1525                          STATION DESCRIPTION
 JZ1525
 JZ1525'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1290 ***********************************************************************
 ME1290  DESIGNATION -  G 141 RESET 1956
 ME1290  PID         -  ME1290
 ME1290  STATE/COUNTY-  IN/PORTER
 ME1290  USGS QUAD   -  HEBRON (1972)
 ME1290
 ME1290                         *CURRENT SURVEY CONTROL
 ME1290  ___________________________________________________________________
 ME1290* NAD 83(1986)-  41 19 04.     (N)    087 10 16.     (W)     SCALED    
 ME1290* NAVD 88     -       209.72   (meters)     688.1    (feet)  RESET     
 ME1290  ___________________________________________________________________
 ME1290  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 ME1290
 ME1290  VERT ORDER  -  THIRD
 ME1290
 ME1290.The horizontal coordinates were scaled from a topographic map and have
 ME1290.an estimated accuracy of +/- 6 seconds.
 ME1290
 ME1290.The orthometric height was computed from unverified reset data.
 ME1290
 ME1290.The geoid height was determined by GEOID03.
 ME1290
 ME1290;                    North         East    Units  Estimated Accuracy
 ME1290;SPC IN W     -   673,850.      892,650.      MT  (+/- 180 meters Scaled)
 ME1290
 ME1290                          SUPERSEDED SURVEY CONTROL
 ME1290
 ME1290.No superseded survey control is available for this station.
 ME1290
 ME1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL856740(NAD 83)
 ME1290_MARKER: DB = BENCH MARK DISK
 ME1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1290_STAMPING: G 141 1946 RESET 1956
 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             NGS
 ME1290  HISTORY     - 1978     GOOD
 ME1290
 ME1290                          STATION DESCRIPTION
 ME1290
 ME1290'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0625 ***********************************************************************
 ME0625  DESIGNATION -  G 142
 ME0625  PID         -  ME0625
 ME0625  STATE/COUNTY-  IN/STARKE
 ME0625  USGS QUAD   -  KNOX WEST (1980)
 ME0625
 ME0625                         *CURRENT SURVEY CONTROL
 ME0625  ___________________________________________________________________
 ME0625* NAD 83(1986)-  41 19 01.     (N)    086 41 53.     (W)     SCALED    
 ME0625* NAVD 88     -       206.304  (meters)     676.85   (feet)  ADJUSTED  
 ME0625  ___________________________________________________________________
 ME0625  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME0625  DYNAMIC HT  -         206.219 (meters)     676.57  (feet)  COMP
 ME0625  MODELED GRAV-     980,206.3   (mgal)                       NAVD 88
 ME0625
 ME0625  VERT ORDER  -  SECOND    CLASS 0
 ME0625
 ME0625.The horizontal coordinates were scaled from a topographic map and have
 ME0625.an estimated accuracy of +/- 6 seconds.
 ME0625
 ME0625.The orthometric height was determined by differential leveling
 ME0625.and adjusted by the National Geodetic Survey in June 1991..
 ME0625
 ME0625.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0625.See file dsdata.txt to determine how the superseded data were derived.
 ME0625
 ME0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL252739(NAD 83)
 ME0625_MARKER: DB = BENCH MARK DISK
 ME0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0625_STAMPING: G 142 1946
 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       USGS
 ME0625  HISTORY     - 1988     GOOD             USPSQD
 ME0625
 ME0625                          STATION DESCRIPTION
 ME0625
 ME0625'DESCRIBED BY US GEOLOGICAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0585 ***********************************************************************
 ME0585  DESIGNATION -  G 143
 ME0585  PID         -  ME0585
 ME0585  STATE/COUNTY-  IN/LA PORTE
 ME0585  USGS QUAD   -  WANATAH (1972)
 ME0585
 ME0585                         *CURRENT SURVEY CONTROL
 ME0585  ___________________________________________________________________
 ME0585* NAD 83(1986)-  41 23 23.     (N)    086 53 29.     (W)     SCALED    
 ME0585* NAVD 88     -       216.648  (meters)     710.79   (feet)  ADJUSTED  
 ME0585  ___________________________________________________________________
 ME0585  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0585  DYNAMIC HT  -         216.559 (meters)     710.49  (feet)  COMP
 ME0585  MODELED GRAV-     980,206.9   (mgal)                       NAVD 88
 ME0585
 ME0585  VERT ORDER  -  SECOND    CLASS 0
 ME0585
 ME0585.The horizontal coordinates were scaled from a topographic map and have
 ME0585.an estimated accuracy of +/- 6 seconds.
 ME0585
 ME0585.The orthometric height was determined by differential leveling
 ME0585.and adjusted by the National Geodetic Survey in June 1991..
 ME0585
 ME0585.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0585.See file dsdata.txt to determine how the superseded data were derived.
 ME0585
 ME0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL090820(NAD 83)
 ME0585_MARKER: DB = BENCH MARK DISK
 ME0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0585_STAMPING: G 143 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0381 ***********************************************************************
 ME0381  DESIGNATION -  G 144
 ME0381  PID         -  ME0381
 ME0381  STATE/COUNTY-  IN/FULTON
 ME0381  USGS QUAD   -  ARGOS (1994)
 ME0381
 ME0381                         *CURRENT SURVEY CONTROL
 ME0381  ___________________________________________________________________
 ME0381* NAD 83(1986)-  41 08 49.     (N)    086 13 39.     (W)     SCALED    
 ME0381* NAVD 88     -       267.286  (meters)     876.92   (feet)  ADJUSTED  
 ME0381  ___________________________________________________________________
 ME0381  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 ME0381  DYNAMIC HT  -         267.172 (meters)     876.55  (feet)  COMP
 ME0381  MODELED GRAV-     980,190.1   (mgal)                       NAVD 88
 ME0381
 ME0381  VERT ORDER  -  SECOND    CLASS 0
 ME0381
 ME0381.The horizontal coordinates were scaled from a topographic map and have
 ME0381.an estimated accuracy of +/- 6 seconds.
 ME0381
 ME0381.The orthometric height was determined by differential leveling
 ME0381.and adjusted by the National Geodetic Survey in June 1991..
 ME0381
 ME0381.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0381.See file dsdata.txt to determine how the superseded data were derived.
 ME0381
 ME0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL648553(NAD 83)
 ME0381_MARKER: DB = BENCH MARK DISK
 ME0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0381_STAMPING: G 144 1946
 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 = OCTOBER  6, 2006
 MD1215 ***********************************************************************
 MD1215  DESIGNATION -  G 145
 MD1215  PID         -  MD1215
 MD1215  STATE/COUNTY-  IN/KOSCIUSKO
 MD1215  USGS QUAD   -  BURKET (1994)
 MD1215
 MD1215                         *CURRENT SURVEY CONTROL
 MD1215  ___________________________________________________________________
 MD1215* NAD 83(1986)-  41 12 43.     (N)    085 58 18.     (W)     SCALED    
 MD1215* NAVD 88     -       251.465  (meters)     825.01   (feet)  ADJUSTED  
 MD1215  ___________________________________________________________________
 MD1215  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 MD1215  DYNAMIC HT  -         251.358 (meters)     824.66  (feet)  COMP
 MD1215  MODELED GRAV-     980,193.3   (mgal)                       NAVD 88
 MD1215
 MD1215  VERT ORDER  -  SECOND    CLASS 0
 MD1215
 MD1215.The horizontal coordinates were scaled from a topographic map and have
 MD1215.an estimated accuracy of +/- 6 seconds.
 MD1215
 MD1215.The orthometric height was determined by differential leveling
 MD1215.and adjusted by the National Geodetic Survey in June 1991..
 MD1215
 MD1215.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1215.See file dsdata.txt to determine how the superseded data were derived.
 MD1215
 MD1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL862627(NAD 83)
 MD1215_MARKER: DB = BENCH MARK DISK
 MD1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1215_STAMPING: G 145 1946
 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 = OCTOBER  6, 2006
 LB0953 ***********************************************************************
 LB0953  DESIGNATION -  G 146
 LB0953  PID         -  LB0953
 LB0953  STATE/COUNTY-  IN/CARROLL
 LB0953  USGS QUAD   -  BURROWS (1987)
 LB0953
 LB0953                         *CURRENT SURVEY CONTROL
 LB0953  ___________________________________________________________________
 LB0953* NAD 83(1986)-  40 39 11.     (N)    086 35 28.     (W)     SCALED    
 LB0953* NAVD 88     -       192.681  (meters)     632.15   (feet)  ADJUSTED  
 LB0953  ___________________________________________________________________
 LB0953  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 LB0953  DYNAMIC HT  -         192.590 (meters)     631.86  (feet)  COMP
 LB0953  MODELED GRAV-     980,145.5   (mgal)                       NAVD 88
 LB0953
 LB0953  VERT ORDER  -  SECOND    CLASS 0
 LB0953
 LB0953.The horizontal coordinates were scaled from a topographic map and have
 LB0953.an estimated accuracy of +/- 6 seconds.
 LB0953
 LB0953.The orthometric height was determined by differential leveling
 LB0953.and adjusted by the National Geodetic Survey in June 1991..
 LB0953
 LB0953.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0953.See file dsdata.txt to determine how the superseded data were derived.
 LB0953
 LB0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL345003(NAD 83)
 LB0953_MARKER: DB = BENCH MARK DISK
 LB0953_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0953_SP_SET: PIPE CULVERT HEADWALL
 LB0953_STAMPING: G 146 1946
 LB0953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1030 ***********************************************************************
 LB1030  DESIGNATION -  G 147
 LB1030  PID         -  LB1030
 LB1030  STATE/COUNTY-  IN/CARROLL
 LB1030  USGS QUAD   -  MONTICELLO SOUTH (1987)
 LB1030
 LB1030                         *CURRENT SURVEY CONTROL
 LB1030  ___________________________________________________________________
 LB1030* NAD 83(1986)-  40 43 37.     (N)    086 45 23.     (W)     SCALED    
 LB1030* NAVD 88     -       191.701  (meters)     628.94   (feet)  ADJUSTED  
 LB1030  ___________________________________________________________________
 LB1030  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 LB1030  DYNAMIC HT  -         191.611 (meters)     628.64  (feet)  COMP
 LB1030  MODELED GRAV-     980,153.3   (mgal)                       NAVD 88
 LB1030
 LB1030  VERT ORDER  -  SECOND    CLASS 0
 LB1030
 LB1030.The horizontal coordinates were scaled from a topographic map and have
 LB1030.an estimated accuracy of +/- 6 seconds.
 LB1030
 LB1030.The orthometric height was determined by differential leveling
 LB1030.and adjusted by the National Geodetic Survey in June 1991..
 LB1030
 LB1030.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1030.See file dsdata.txt to determine how the superseded data were derived.
 LB1030
 LB1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL205084(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0027 ***********************************************************************
 LB0027  DESIGNATION -  G 148
 LB0027  PID         -  LB0027
 LB0027  STATE/COUNTY-  IN/CASS
 LB0027  USGS QUAD   -  CLYMERS (1987)
 LB0027
 LB0027                         *CURRENT SURVEY CONTROL
 LB0027  ___________________________________________________________________
 LB0027* NAD 83(1986)-  40 41 49.     (N)    086 28 13.     (W)     SCALED    
 LB0027* NAVD 88     -       219.172  (meters)     719.07   (feet)  ADJUSTED  
 LB0027  ___________________________________________________________________
 LB0027  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 LB0027  DYNAMIC HT  -         219.067 (meters)     718.72  (feet)  COMP
 LB0027  MODELED GRAV-     980,142.6   (mgal)                       NAVD 88
 LB0027
 LB0027  VERT ORDER  -  SECOND    CLASS 0
 LB0027
 LB0027.The horizontal coordinates were scaled from a topographic map and have
 LB0027.an estimated accuracy of +/- 6 seconds.
 LB0027
 LB0027.The orthometric height was determined by differential leveling
 LB0027.and adjusted by the National Geodetic Survey in June 1991..
 LB0027
 LB0027.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0027.See file dsdata.txt to determine how the superseded data were derived.
 LB0027
 LB0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL447052(NAD 83)
 LB0027_MARKER: DB = BENCH MARK DISK
 LB0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0027_STAMPING: G 148 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0480 ***********************************************************************
 ME0480  DESIGNATION -  G 149
 ME0480  PID         -  ME0480
 ME0480  STATE/COUNTY-  IN/LA PORTE
 ME0480  USGS QUAD   -  WANATAH (1972)
 ME0480
 ME0480                         *CURRENT SURVEY CONTROL
 ME0480  ___________________________________________________________________
 ME0480* NAD 83(1986)-  41 29 56.     (N)    086 53 37.     (W)     SCALED    
 ME0480* NAVD 88     -       236.402  (meters)     775.60   (feet)  ADJUSTED  
 ME0480  ___________________________________________________________________
 ME0480  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME0480  DYNAMIC HT  -         236.308 (meters)     775.29  (feet)  COMP
 ME0480  MODELED GRAV-     980,219.0   (mgal)                       NAVD 88
 ME0480
 ME0480  VERT ORDER  -  SECOND    CLASS 0
 ME0480
 ME0480.The horizontal coordinates were scaled from a topographic map and have
 ME0480.an estimated accuracy of +/- 6 seconds.
 ME0480
 ME0480.The orthometric height was determined by differential leveling
 ME0480.and adjusted by the National Geodetic Survey in June 1991..
 ME0480
 ME0480.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0480.See file dsdata.txt to determine how the superseded data were derived.
 ME0480
 ME0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL088941(NAD 83)
 ME0480_MARKER: DB = BENCH MARK DISK
 ME0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0480_STAMPING: G 149 1946
 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 = OCTOBER  6, 2006
 ME0559 ***********************************************************************
 ME0559  DESIGNATION -  G 150
 ME0559  PID         -  ME0559
 ME0559  STATE/COUNTY-  IN/LA PORTE
 ME0559  USGS QUAD   -  WANATAH (1972)
 ME0559
 ME0559                         *CURRENT SURVEY CONTROL
 ME0559  ___________________________________________________________________
 ME0559* NAD 83(1986)-  41 25 37.     (N)    086 53 00.     (W)     SCALED    
 ME0559* NAVD 88     -       223.796  (meters)     734.24   (feet)  ADJUSTED  
 ME0559  ___________________________________________________________________
 ME0559  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME0559  DYNAMIC HT  -         223.705 (meters)     733.94  (feet)  COMP
 ME0559  MODELED GRAV-     980,211.1   (mgal)                       NAVD 88
 ME0559
 ME0559  VERT ORDER  -  FIRST     CLASS II
 ME0559
 ME0559.The horizontal coordinates were scaled from a topographic map and have
 ME0559.an estimated accuracy of +/- 6 seconds.
 ME0559
 ME0559.The orthometric height was determined by differential leveling
 ME0559.and adjusted by the National Geodetic Survey in June 1991..
 ME0559
 ME0559.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0559.See file dsdata.txt to determine how the superseded data were derived.
 ME0559
 ME0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL097861(NAD 83)
 ME0559_MARKER: DB = BENCH MARK DISK
 ME0559_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0559_SP_SET: ABUTMENT
 ME0559_STAMPING: G 150 1946
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1968
 ME0559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0777 ***********************************************************************
 ME0777  DESIGNATION -  G 152
 ME0777  PID         -  ME0777
 ME0777  STATE/COUNTY-  IN/LA PORTE
 ME0777  USGS QUAD   -  LA PORTE WEST (1969)
 ME0777
 ME0777                         *CURRENT SURVEY CONTROL
 ME0777  ___________________________________________________________________
 ME0777* NAD 83(1986)-  41 33 47.     (N)    086 51 24.     (W)     SCALED    
 ME0777* NAVD 88     -       253.340  (meters)     831.17   (feet)  ADJUSTED  
 ME0777  ___________________________________________________________________
 ME0777  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0777  DYNAMIC HT  -         253.242 (meters)     830.84  (feet)  COMP
 ME0777  MODELED GRAV-     980,227.7   (mgal)                       NAVD 88
 ME0777
 ME0777  VERT ORDER  -  SECOND    CLASS 0
 ME0777
 ME0777.The horizontal coordinates were scaled from a topographic map and have
 ME0777.an estimated accuracy of +/- 6 seconds.
 ME0777
 ME0777.The orthometric height was determined by differential leveling
 ME0777.and adjusted by the National Geodetic Survey in June 1991..
 ME0777
 ME0777.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0777.See file dsdata.txt to determine how the superseded data were derived.
 ME0777
 ME0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM119012(NAD 83)
 ME0777_MARKER: DB = BENCH MARK DISK
 ME0777_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0777_SP_SET: BUILDING
 ME0777_STAMPING: G 152 1946
 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 = OCTOBER  6, 2006
 ME0481 ***********************************************************************
 ME0481  DESIGNATION -  G 153
 ME0481  PID         -  ME0481
 ME0481  STATE/COUNTY-  IN/LA PORTE
 ME0481  USGS QUAD   -  HANNA (1958)
 ME0481
 ME0481                         *CURRENT SURVEY CONTROL
 ME0481  ___________________________________________________________________
 ME0481* NAD 83(1986)-  41 29 29.     (N)    086 52 22.     (W)     SCALED    
 ME0481* NAVD 88     -       232.416  (meters)     762.52   (feet)  ADJUSTED  
 ME0481  ___________________________________________________________________
 ME0481  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 ME0481  DYNAMIC HT  -         232.323 (meters)     762.21  (feet)  COMP
 ME0481  MODELED GRAV-     980,217.8   (mgal)                       NAVD 88
 ME0481
 ME0481  VERT ORDER  -  SECOND    CLASS 0
 ME0481
 ME0481.The horizontal coordinates were scaled from a topographic map and have
 ME0481.an estimated accuracy of +/- 6 seconds.
 ME0481
 ME0481.The orthometric height was determined by differential leveling
 ME0481.and adjusted by the National Geodetic Survey in June 1991..
 ME0481
 ME0481.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0481.See file dsdata.txt to determine how the superseded data were derived.
 ME0481
 ME0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL106933(NAD 83)
 ME0481_MARKER: DB = BENCH MARK DISK
 ME0481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0481_SP_SET: BRIDGE
 ME0481_STAMPING: G 153 1946
 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 = OCTOBER  6, 2006
 ME0795 ***********************************************************************
 ME0795  DESIGNATION -  G 154
 ME0795  PID         -  ME0795
 ME0795  STATE/COUNTY-  IN/LA PORTE
 ME0795  USGS QUAD   -  LA PORTE EAST (1991)
 ME0795
 ME0795                         *CURRENT SURVEY CONTROL
 ME0795  ___________________________________________________________________
 ME0795* NAD 83(1986)-  41 31 07.     (N)    086 37 56.     (W)     SCALED    
 ME0795* NAVD 88     -       223.604  (meters)     733.61   (feet)  ADJUSTED  
 ME0795  ___________________________________________________________________
 ME0795  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0795  DYNAMIC HT  -         223.516 (meters)     733.32  (feet)  COMP
 ME0795  MODELED GRAV-     980,223.5   (mgal)                       NAVD 88
 ME0795
 ME0795  VERT ORDER  -  SECOND    CLASS 0
 ME0795
 ME0795.The horizontal coordinates were scaled from a topographic map and have
 ME0795.an estimated accuracy of +/- 6 seconds.
 ME0795
 ME0795.The orthometric height was determined by differential leveling
 ME0795.and adjusted by the National Geodetic Survey in June 1991..
 ME0795
 ME0795.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0795.See file dsdata.txt to determine how the superseded data were derived.
 ME0795
 ME0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL306963(NAD 83)
 ME0795_MARKER: DB = BENCH MARK DISK
 ME0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0795_STAMPING: G 154 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0880 ***********************************************************************
 ME0880  DESIGNATION -  G 155
 ME0880  PID         -  ME0880
 ME0880  STATE/COUNTY-  IN/ST JOSEPH
 ME0880  USGS QUAD   -  NEW CARLISLE (1980)
 ME0880
 ME0880                         *CURRENT SURVEY CONTROL
 ME0880  ___________________________________________________________________
 ME0880* NAD 83(1986)-  41 40 19.     (N)    086 30 22.     (W)     SCALED    
 ME0880* NAVD 88     -       259.655  (meters)     851.88   (feet)  ADJUSTED  
 ME0880  ___________________________________________________________________
 ME0880  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0880  DYNAMIC HT  -         259.555 (meters)     851.56  (feet)  COMP
 ME0880  MODELED GRAV-     980,231.7   (mgal)                       NAVD 88
 ME0880
 ME0880  VERT ORDER  -  SECOND    CLASS 0
 ME0880
 ME0880.The horizontal coordinates were scaled from a topographic map and have
 ME0880.an estimated accuracy of +/- 6 seconds.
 ME0880
 ME0880.The orthometric height was determined by differential leveling
 ME0880.and adjusted by the National Geodetic Survey in June 1991..
 ME0880
 ME0880.The geoid height was determined by GEOID03.
 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     -   713,520.       30,100.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0880.See file dsdata.txt to determine how the superseded data were derived.
 ME0880
 ME0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM411134(NAD 83)
 ME0880_MARKER: DB = BENCH MARK DISK
 ME0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0880_STAMPING: G 155 1946
 ME0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0880+STABILITY: SURFACE MOTION
 ME0880
 ME0880  HISTORY     - Date     Condition        Report By
 ME0880  HISTORY     - 1946     MONUMENTED       CGS
 ME0880  HISTORY     - 1989     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1390 ***********************************************************************
 ME1390  DESIGNATION -  G 156
 ME1390  PID         -  ME1390
 ME1390  STATE/COUNTY-  IN/JASPER
 ME1390  USGS QUAD   -  WHEATFIELD (1992)
 ME1390
 ME1390                         *CURRENT SURVEY CONTROL
 ME1390  ___________________________________________________________________
 ME1390* NAD 83(1986)-  41 08 36.     (N)    087 02 45.     (W)     SCALED    
 ME1390* NAVD 88     -       212.643  (meters)     697.65   (feet)  ADJUSTED  
 ME1390  ___________________________________________________________________
 ME1390  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME1390  DYNAMIC HT  -         212.552 (meters)     697.35  (feet)  COMP
 ME1390  MODELED GRAV-     980,192.1   (mgal)                       NAVD 88
 ME1390
 ME1390  VERT ORDER  -  SECOND    CLASS 0
 ME1390
 ME1390.The horizontal coordinates were scaled from a topographic map and have
 ME1390.an estimated accuracy of +/- 6 seconds.
 ME1390
 ME1390.The orthometric height was determined by differential leveling
 ME1390.and adjusted by the National Geodetic Survey in June 1991..
 ME1390
 ME1390.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1390.See file dsdata.txt to determine how the superseded data were derived.
 ME1390
 ME1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL961546(NAD 83)
 ME1390_MARKER: DB = BENCH MARK DISK
 ME1390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1390_STAMPING: G 156 1946
 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             NGS
 ME1390  HISTORY     - 19891108 MARK NOT FOUND   USPSQD
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1413 ***********************************************************************
 ME1413  DESIGNATION -  G 157
 ME1413  PID         -  ME1413
 ME1413  STATE/COUNTY-  IN/JASPER
 ME1413  USGS QUAD   -  FAIR OAKS (1980)
 ME1413
 ME1413                         *CURRENT SURVEY CONTROL
 ME1413  ___________________________________________________________________
 ME1413* NAD 83(1986)-  41 00 46.     (N)    087 16 00.     (W)     SCALED    
 ME1413* NAVD 88     -       211.860  (meters)     695.08   (feet)  ADJUSTED  
 ME1413  ___________________________________________________________________
 ME1413  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 ME1413  DYNAMIC HT  -         211.769 (meters)     694.78  (feet)  COMP
 ME1413  MODELED GRAV-     980,189.2   (mgal)                       NAVD 88
 ME1413
 ME1413  VERT ORDER  -  SECOND    CLASS 0
 ME1413
 ME1413.The horizontal coordinates were scaled from a topographic map and have
 ME1413.an estimated accuracy of +/- 6 seconds.
 ME1413
 ME1413.The orthometric height was determined by differential leveling
 ME1413.and adjusted by the National Geodetic Survey in June 1991..
 ME1413
 ME1413.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1413.See file dsdata.txt to determine how the superseded data were derived.
 ME1413
 ME1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL775402(NAD 83)
 ME1413_MARKER: DB = BENCH MARK DISK
 ME1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1413_STAMPING: G 157 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1220 ***********************************************************************
 MD1220  DESIGNATION -  G 158
 MD1220  PID         -  MD1220
 MD1220  STATE/COUNTY-  IN/KOSCIUSKO
 MD1220  USGS QUAD   -  LEESBURG (1992)
 MD1220
 MD1220                         *CURRENT SURVEY CONTROL
 MD1220  ___________________________________________________________________
 MD1220* NAD 83(1986)-  41 19 14.     (N)    085 47 25.     (W)     SCALED    
 MD1220* NAVD 88     -       257.507  (meters)     844.84   (feet)  ADJUSTED  
 MD1220  ___________________________________________________________________
 MD1220  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 MD1220  DYNAMIC HT  -         257.400 (meters)     844.49  (feet)  COMP
 MD1220  MODELED GRAV-     980,202.4   (mgal)                       NAVD 88
 MD1220
 MD1220  VERT ORDER  -  SECOND    CLASS 0
 MD1220
 MD1220.The horizontal coordinates were scaled from a topographic map and have
 MD1220.an estimated accuracy of +/- 6 seconds.
 MD1220
 MD1220.The orthometric height was determined by differential leveling
 MD1220.and adjusted by the National Geodetic Survey in June 1991..
 MD1220
 MD1220.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1220.See file dsdata.txt to determine how the superseded data were derived.
 MD1220
 MD1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL012750(NAD 83)
 MD1220_MARKER: DD = SURVEY DISK
 MD1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1220_STAMPING: G 158 1946
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 MD1144 ***********************************************************************
 MD1144  DESIGNATION -  G 159
 MD1144  PID         -  MD1144
 MD1144  STATE/COUNTY-  IN/KOSCIUSKO
 MD1144  USGS QUAD   -  LAKE WAWASEE (1994)
 MD1144
 MD1144                         *CURRENT SURVEY CONTROL
 MD1144  ___________________________________________________________________
 MD1144* NAD 83(1986)-  41 25 13.     (N)    085 41 41.     (W)     SCALED    
 MD1144* NAVD 88     -       268.382  (meters)     880.52   (feet)  ADJUSTED  
 MD1144  ___________________________________________________________________
 MD1144  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 MD1144  DYNAMIC HT  -         268.271 (meters)     880.15  (feet)  COMP
 MD1144  MODELED GRAV-     980,204.2   (mgal)                       NAVD 88
 MD1144
 MD1144  VERT ORDER  -  SECOND    CLASS 0
 MD1144
 MD1144.The horizontal coordinates were scaled from a topographic map and have
 MD1144.an estimated accuracy of +/- 6 seconds.
 MD1144
 MD1144.The orthometric height was determined by differential leveling
 MD1144.and adjusted by the National Geodetic Survey in June 1991..
 MD1144
 MD1144.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1144.See file dsdata.txt to determine how the superseded data were derived.
 MD1144
 MD1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL090862(NAD 83)
 MD1144_MARKER: DB = BENCH MARK DISK
 MD1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1144_STAMPING: G 159 1946
 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 = OCTOBER  6, 2006
 LB1232 ***********************************************************************
 LB1232  DESIGNATION -  G 16
 LB1232  PID         -  LB1232
 LB1232  STATE/COUNTY-  IN/BENTON
 LB1232  USGS QUAD   -  BOSWELL (1980)
 LB1232
 LB1232                         *CURRENT SURVEY CONTROL
 LB1232  ___________________________________________________________________
 LB1232* NAD 83(1986)-  40 35 36.     (N)    087 27 36.     (W)     SCALED    
 LB1232* NAVD 88     -       228.940  (meters)     751.11   (feet)  ADJUSTED  
 LB1232  ___________________________________________________________________
 LB1232  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 LB1232  DYNAMIC HT  -         228.830 (meters)     750.75  (feet)  COMP
 LB1232  MODELED GRAV-     980,139.3   (mgal)                       NAVD 88
 LB1232
 LB1232  VERT ORDER  -  FIRST     CLASS II
 LB1232
 LB1232.The horizontal coordinates were scaled from a topographic map and have
 LB1232.an estimated accuracy of +/- 6 seconds.
 LB1232
 LB1232.The orthometric height was determined by differential leveling
 LB1232.and adjusted by the National Geodetic Survey in June 1991..
 LB1232
 LB1232.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 LB1232;SPC IN W     -   593,470.      868,120.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1232.See file dsdata.txt to determine how the superseded data were derived.
 LB1232
 LB1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK610937(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1232
 LB1232  HISTORY     - Date     Condition        Report By
 LB1232  HISTORY     - 1934     MONUMENTED       CGS
 LB1232  HISTORY     - 1941     GOOD             NGS
 LB1232
 LB1232                          STATION DESCRIPTION
 LB1232
 LB1232'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1341 ***********************************************************************
 MD1341  DESIGNATION -  G 160
 MD1341  PID         -  MD1341
 MD1341  STATE/COUNTY-  IN/ELKHART
 MD1341  USGS QUAD   -  GOSHEN (1994)
 MD1341
 MD1341                         *CURRENT SURVEY CONTROL
 MD1341  ___________________________________________________________________
 MD1341* NAD 83(1986)-  41 30 01.     (N)    085 49 52.     (W)     SCALED    
 MD1341* NAVD 88     -       249.447  (meters)     818.39   (feet)  ADJUSTED  
 MD1341  ___________________________________________________________________
 MD1341  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MD1341  DYNAMIC HT  -         249.348 (meters)     818.07  (feet)  COMP
 MD1341  MODELED GRAV-     980,221.3   (mgal)                       NAVD 88
 MD1341
 MD1341  VERT ORDER  -  FIRST     CLASS II
 MD1341
 MD1341.The horizontal coordinates were scaled from a topographic map and have
 MD1341.an estimated accuracy of +/- 6 seconds.
 MD1341
 MD1341.The orthometric height was determined by differential leveling
 MD1341.and adjusted by the National Geodetic Survey in June 1991..
 MD1341
 MD1341.The geoid height was determined by GEOID03.
 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     -   694,130.       86,270.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1341.See file dsdata.txt to determine how the superseded data were derived.
 MD1341
 MD1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL975949(NAD 83)
 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 = OCTOBER  6, 2006
 MD1168 ***********************************************************************
 MD1168  DESIGNATION -  G 161
 MD1168  PID         -  MD1168
 MD1168  STATE/COUNTY-  IN/NOBLE
 MD1168  USGS QUAD   -  LIGONIER (1979)
 MD1168
 MD1168                         *CURRENT SURVEY CONTROL
 MD1168  ___________________________________________________________________
 MD1168* NAD 83(1986)-  41 23 04.     (N)    085 32 38.     (W)     SCALED    
 MD1168* NAVD 88     -       277.603  (meters)     910.77   (feet)  ADJUSTED  
 MD1168  ___________________________________________________________________
 MD1168  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 MD1168  DYNAMIC HT  -         277.487 (meters)     910.39  (feet)  COMP
 MD1168  MODELED GRAV-     980,199.3   (mgal)                       NAVD 88
 MD1168
 MD1168  VERT ORDER  -  SECOND    CLASS 0
 MD1168
 MD1168.The horizontal coordinates were scaled from a topographic map and have
 MD1168.an estimated accuracy of +/- 6 seconds.
 MD1168
 MD1168.The orthometric height was determined by differential leveling
 MD1168.and adjusted by the National Geodetic Survey in June 1991..
 MD1168
 MD1168.The geoid height was determined by GEOID03.
 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     -   681,260.      110,270.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1168.See file dsdata.txt to determine how the superseded data were derived.
 MD1168
 MD1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL217824(NAD 83)
 MD1168_MARKER: DB = BENCH MARK DISK
 MD1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1168_STAMPING: G 161 1946
 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             NGS
 MD1168
 MD1168                          STATION DESCRIPTION
 MD1168
 MD1168'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0922 ***********************************************************************
 MD0922  DESIGNATION -  G 162 RESET 1966
 MD0922  PID         -  MD0922
 MD0922  STATE/COUNTY-  IN/NOBLE
 MD0922  USGS QUAD   -  ALBION (1973)
 MD0922
 MD0922                         *CURRENT SURVEY CONTROL
 MD0922  ___________________________________________________________________
 MD0922* NAD 83(1986)-  41 22 37.     (N)    085 25 27.     (W)     SCALED    
 MD0922* NAVD 88     -       273.36   (meters)     896.8    (feet)  RESET     
 MD0922  ___________________________________________________________________
 MD0922  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 MD0922
 MD0922  VERT ORDER  -  THIRD
 MD0922
 MD0922.The horizontal coordinates were scaled from a topographic map and have
 MD0922.an estimated accuracy of +/- 6 seconds.
 MD0922
 MD0922.The orthometric height was computed from unverified reset data.
 MD0922
 MD0922.The geoid height was determined by GEOID03.
 MD0922
 MD0922;                    North         East    Units  Estimated Accuracy
 MD0922;SPC IN E     -   680,450.      120,290.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0922.See file dsdata.txt to determine how the superseded data were derived.
 MD0922
 MD0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL317818(NAD 83)
 MD0922_MARKER: DB = BENCH MARK DISK
 MD0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0922_STAMPING: G 162 RESET 1966
 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 = OCTOBER  6, 2006
 MD0875 ***********************************************************************
 MD0875  DESIGNATION -  G 163
 MD0875  PID         -  MD0875
 MD0875  STATE/COUNTY-  IN/NOBLE
 MD0875  USGS QUAD   -  EGE (1965)
 MD0875
 MD0875                         *CURRENT SURVEY CONTROL
 MD0875  ___________________________________________________________________
 MD0875* NAD 83(1986)-  41 21 57.     (N)    085 16 11.     (W)     SCALED    
 MD0875* NAVD 88     -       303.301  (meters)     995.08   (feet)  ADJUSTED  
 MD0875  ___________________________________________________________________
 MD0875  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MD0875  DYNAMIC HT  -         303.180 (meters)     994.68  (feet)  COMP
 MD0875  MODELED GRAV-     980,214.9   (mgal)                       NAVD 88
 MD0875
 MD0875  VERT ORDER  -  SECOND    CLASS 0
 MD0875
 MD0875.The horizontal coordinates were scaled from a topographic map and have
 MD0875.an estimated accuracy of +/- 6 seconds.
 MD0875
 MD0875.The orthometric height was determined by differential leveling
 MD0875.and adjusted by the National Geodetic Survey in June 1991..
 MD0875
 MD0875.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0875.See file dsdata.txt to determine how the superseded data were derived.
 MD0875
 MD0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL447808(NAD 83)
 MD0875_MARKER: DB = BENCH MARK DISK
 MD0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0875_STAMPING: G 163 1946
 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             NGS
 MD0875
 MD0875                          STATION DESCRIPTION
 MD0875
 MD0875'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1228 ***********************************************************************
 MD1228  DESIGNATION -  G 164
 MD1228  PID         -  MD1228
 MD1228  STATE/COUNTY-  IN/NOBLE
 MD1228  USGS QUAD   -  NORTH WEBSTER (1994)
 MD1228
 MD1228                         *CURRENT SURVEY CONTROL
 MD1228  ___________________________________________________________________
 MD1228* NAD 83(1986)-  41 18 25.     (N)    085 38 10.     (W)     SCALED    
 MD1228* NAVD 88     -       272.156  (meters)     892.90   (feet)  ADJUSTED  
 MD1228  ___________________________________________________________________
 MD1228  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 MD1228  DYNAMIC HT  -         272.042 (meters)     892.52  (feet)  COMP
 MD1228  MODELED GRAV-     980,199.9   (mgal)                       NAVD 88
 MD1228
 MD1228  VERT ORDER  -  SECOND    CLASS 0
 MD1228
 MD1228.The horizontal coordinates were scaled from a topographic map and have
 MD1228.an estimated accuracy of +/- 6 seconds.
 MD1228
 MD1228.The orthometric height was determined by differential leveling
 MD1228.and adjusted by the National Geodetic Survey in June 1991..
 MD1228
 MD1228.The geoid height was determined by GEOID03.
 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     -   672,650.      102,560.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1228.See file dsdata.txt to determine how the superseded data were derived.
 MD1228
 MD1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL141737(NAD 83)
 MD1228_MARKER: DB = BENCH MARK DISK
 MD1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1228_STAMPING: G 164 1946
 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             NGS
 MD1228
 MD1228                          STATION DESCRIPTION
 MD1228
 MD1228'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0828 ***********************************************************************
 MD0828  DESIGNATION -  G 165
 MD0828  PID         -  MD0828
 MD0828  STATE/COUNTY-  IN/WHITLEY
 MD0828  USGS QUAD   -  CHURUBUSCO (1965)
 MD0828
 MD0828                         *CURRENT SURVEY CONTROL
 MD0828  ___________________________________________________________________
 MD0828* NAD 83(1997)-  41 13 34.03230(N)    085 19 32.89303(W)     ADJUSTED  
 MD0828* NAVD 88     -       276.775  (meters)     908.05   (feet)  ADJUSTED  
 MD0828  ___________________________________________________________________
 MD0828  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 MD0828  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 MD0828  DYNAMIC HT  -         276.671 (meters)     907.71  (feet)  COMP
 MD0828  MODELED GRAV-     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
 MD0828.and adjusted by the National Geodetic Survey in June 1991..
 MD0828
 MD0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0828
 MD0828.The geoid height was determined by GEOID03.
 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;                    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                          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
 MD0828.Superseded values are not recommended for survey control.
 MD0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0828.See file dsdata.txt to determine how the superseded data were derived.
 MD0828
 MD0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4032365210(NAD 83)
 MD0828_MARKER: DB = BENCH MARK DISK
 MD0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0828_STAMPING: G 165 1946
 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     SEE DESCRIPTION  CGS
 MD0828  HISTORY     - 1969     GOOD             NGS
 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
 MD0828'OF PLEASANT STREET, 10 FEET SOUTHWEST OF A TELEPHONE POLE AND 1 FOOT
 MD0828'NORTH OF A FENCELINE.  THE MARK IS A
 MD0828'8 BY 8 CONCRETE POST FLUSH WITH THE GROUND WITH A
 MD0828'STANDARD USC AND GS BRONZE DISK STAMPED G 165 1946.  A
 MD0828'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
 MD0828'GO SOUTH ON U.S. HIGHWAY 33 FOR ONE BLOCK TO PLEASANT STREET, TURN
 MD0828'RIGHT ON PLEASANT STREET AND GO FOR
 MD0828'0.7 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
 MD0828'EXCEPT FOR DISCREPANCY OF 4.00 FEET
 MD0828'OR 1.219 METERS IN THE DISTANCE TO 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.
 MD0828'HWY. AT THE MAIN CORNER IN CHURUBUSCO, THENCE 0.1 MILE E ALONG
 MD0828'PLEASANT STREET TO R.R CROSSING AND
 MD0828'THE STATION ON RIGHT, 99.25 FEET OR 30.251 METERS S
 MD0828'IN AZIMUTH 358 DEG 42 MIN FROM TRIANGULATION STATION
 MD0828'CHURUBUSCO, 46 FEET SE OF SE RAIL OF BRANCH
 MD0828'LINE OF PENNSYLVANIA RAILROAD, 2.8 FEET HIGHER THAN TOP OF SAME, 33
 MD0828'FEET S OF CENTER LINE OF THE STREET,
 MD0828'ONE FOOT NW OF FENCE, AND 1.8 FEET N OF STEEL WITNESS POST.
 MD0828
 MD0828                          STATION RECOVERY (1969)
 MD0828
 MD0828'RECOVERY NOTE BY NATIONAL 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 = OCTOBER  6, 2006
 ME0067 ***********************************************************************
 ME0067  DESIGNATION -  G 166
 ME0067  PID         -  ME0067
 ME0067  STATE/COUNTY-  IN/ST JOSEPH
 ME0067  USGS QUAD   -  LAKEVILLE (1980)
 ME0067
 ME0067                         *CURRENT SURVEY CONTROL
 ME0067  ___________________________________________________________________
 ME0067* NAD 83(1986)-  41 32 06.     (N)    086 17 42.     (W)     SCALED    
 ME0067* NAVD 88     -       252.993  (meters)     830.03   (feet)  ADJUSTED  
 ME0067  ___________________________________________________________________
 ME0067  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0067  DYNAMIC HT  -         252.889 (meters)     829.69  (feet)  COMP
 ME0067  MODELED GRAV-     980,209.2   (mgal)                       NAVD 88
 ME0067
 ME0067  VERT ORDER  -  SECOND    CLASS 0
 ME0067
 ME0067.The horizontal coordinates were scaled from a topographic map and have
 ME0067.an estimated accuracy of +/- 6 seconds.
 ME0067
 ME0067.The orthometric height was determined by differential leveling
 ME0067.and adjusted by the National Geodetic Survey in June 1991..
 ME0067
 ME0067.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0067.See file dsdata.txt to determine how the superseded data were derived.
 ME0067
 ME0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL588983(NAD 83)
 ME0067_MARKER: DB = BENCH MARK DISK
 ME0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0067_SP_SET: BRIDGE
 ME0067_STAMPING: G 166 1946
 ME0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0067
 ME0067  HISTORY     - Date     Condition        Report By
 ME0067  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0027 ***********************************************************************
 ME0027  DESIGNATION -  G 167
 ME0027  PID         -  ME0027
 ME0027  STATE/COUNTY-  IN/ST JOSEPH
 ME0027  USGS QUAD   -  LAKEVILLE (1980)
 ME0027
 ME0027                         *CURRENT SURVEY CONTROL
 ME0027  ___________________________________________________________________
 ME0027* NAD 83(1986)-  41 31 51.     (N)    086 16 24.     (W)     SCALED    
 ME0027* NAVD 88     -       263.387  (meters)     864.13   (feet)  ADJUSTED  
 ME0027  ___________________________________________________________________
 ME0027  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 ME0027  DYNAMIC HT  -         263.279 (meters)     863.77  (feet)  COMP
 ME0027  MODELED GRAV-     980,206.5   (mgal)                       NAVD 88
 ME0027
 ME0027  VERT ORDER  -  SECOND    CLASS 0
 ME0027
 ME0027.The horizontal coordinates were scaled from a topographic map and have
 ME0027.an estimated accuracy of +/- 6 seconds.
 ME0027
 ME0027.The orthometric height was determined by differential leveling
 ME0027.and adjusted by the National Geodetic Survey in June 1991..
 ME0027
 ME0027.The geoid height was determined by GEOID03.
 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     -   697,690.       49,370.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0027.See file dsdata.txt to determine how the superseded data were derived.
 ME0027
 ME0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL606979(NAD 83)
 ME0027_MARKER: DB = BENCH MARK DISK
 ME0027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0027_SP_SET: STEP
 ME0027_STAMPING: G 167 1946
 ME0027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0027+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0008 ***********************************************************************
 ME0008  DESIGNATION -  G 168
 ME0008  PID         -  ME0008
 ME0008  STATE/COUNTY-  IN/ST JOSEPH
 ME0008  USGS QUAD   -  WAKARUSA (1994)
 ME0008
 ME0008                         *CURRENT SURVEY CONTROL
 ME0008  ___________________________________________________________________
 ME0008* NAD 83(1986)-  41 33 53.     (N)    086 07 04.     (W)     SCALED    
 ME0008* NAVD 88     -       258.137  (meters)     846.90   (feet)  ADJUSTED  
 ME0008  ___________________________________________________________________
 ME0008  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0008  DYNAMIC HT  -         258.031 (meters)     846.56  (feet)  COMP
 ME0008  MODELED GRAV-     980,205.7   (mgal)                       NAVD 88
 ME0008
 ME0008  VERT ORDER  -  SECOND    CLASS 0
 ME0008
 ME0008.The horizontal coordinates were scaled from a topographic map and have
 ME0008.an estimated accuracy of +/- 6 seconds.
 ME0008
 ME0008.The orthometric height was determined by differential leveling
 ME0008.and adjusted by the National Geodetic Survey in June 1991..
 ME0008
 ME0008.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0008.See file dsdata.txt to determine how the superseded data were derived.
 ME0008
 ME0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM735018(NAD 83)
 ME0008_MARKER: DB = BENCH MARK DISK
 ME0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0008_STAMPING: G 168 1946
 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 = OCTOBER  6, 2006
 ME0152 ***********************************************************************
 ME0152  DESIGNATION -  G 169
 ME0152  PID         -  ME0152
 ME0152  STATE/COUNTY-  IN/MARSHALL
 ME0152  USGS QUAD   -  BOURBON (1994)
 ME0152
 ME0152                         *CURRENT SURVEY CONTROL
 ME0152  ___________________________________________________________________
 ME0152* NAD 83(1986)-  41 19 01.     (N)    086 06 58.     (W)     SCALED    
 ME0152* NAVD 88     -       253.167  (meters)     830.60   (feet)  ADJUSTED  
 ME0152  ___________________________________________________________________
 ME0152  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 ME0152  DYNAMIC HT  -         253.062 (meters)     830.25  (feet)  COMP
 ME0152  MODELED GRAV-     980,201.6   (mgal)                       NAVD 88
 ME0152
 ME0152  VERT ORDER  -  SECOND    CLASS 0
 ME0152
 ME0152.The horizontal coordinates were scaled from a topographic map and have
 ME0152.an estimated accuracy of +/- 6 seconds.
 ME0152
 ME0152.The orthometric height was determined by differential leveling
 ME0152.and adjusted by the National Geodetic Survey in June 1991..
 ME0152
 ME0152.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0152.See file dsdata.txt to determine how the superseded data were derived.
 ME0152
 ME0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL739743(NAD 83)
 ME0152_MARKER: DB = BENCH MARK DISK
 ME0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0152_STAMPING: G 169 1946
 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 = OCTOBER  6, 2006
 ME1129 ***********************************************************************
 ME1129  DESIGNATION -  G 17
 ME1129  PID         -  ME1129
 ME1129  STATE/COUNTY-  IN/LAKE
 ME1129  USGS QUAD   -  SCHNEIDER (1992)
 ME1129
 ME1129                         *CURRENT SURVEY CONTROL
 ME1129  ___________________________________________________________________
 ME1129* NAD 83(1986)-  41 11 16.     (N)    087 26 49.     (W)     SCALED    
 ME1129* NAVD 88     -       193.989  (meters)     636.45   (feet)  ADJUSTED  
 ME1129  ___________________________________________________________________
 ME1129  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 ME1129  DYNAMIC HT  -         193.908 (meters)     636.18  (feet)  COMP
 ME1129  MODELED GRAV-     980,199.1   (mgal)                       NAVD 88
 ME1129
 ME1129  VERT ORDER  -  FIRST     CLASS II
 ME1129
 ME1129.The horizontal coordinates were scaled from a topographic map and have
 ME1129.an estimated accuracy of +/- 6 seconds.
 ME1129
 ME1129.The orthometric height was determined by differential leveling
 ME1129.and adjusted by the National Geodetic Survey in June 1991..
 ME1129
 ME1129.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1129.See file dsdata.txt to determine how the superseded data were derived.
 ME1129
 ME1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL625596(NAD 83)
 ME1129_MARKER: DB = BENCH MARK DISK
 ME1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1129_STAMPING: G 17 1934
 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             NGS
 ME1129  HISTORY     - 19891031 MARK NOT FOUND   USPSQD
 ME1129
 ME1129                          STATION DESCRIPTION
 ME1129
 ME1129'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0140 ***********************************************************************
 ME0140  DESIGNATION -  G 170
 ME0140  PID         -  ME0140
 ME0140  STATE/COUNTY-  IN/ELKHART
 ME0140  USGS QUAD   -  OSCEOLA (1994)
 ME0140
 ME0140                         *CURRENT SURVEY CONTROL
 ME0140  ___________________________________________________________________
 ME0140* NAD 83(1986)-  41 38 25.     (N)    086 00 10.     (W)     SCALED    
 ME0140* NAVD 88     -       243.666  (meters)     799.43   (feet)  ADJUSTED  
 ME0140  ___________________________________________________________________
 ME0140  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 ME0140  DYNAMIC HT  -         243.569 (meters)     799.11  (feet)  COMP
 ME0140  MODELED GRAV-     980,220.3   (mgal)                       NAVD 88
 ME0140
 ME0140  VERT ORDER  -  SECOND    CLASS 0
 ME0140
 ME0140.The horizontal coordinates were scaled from a topographic map and have
 ME0140.an estimated accuracy of +/- 6 seconds.
 ME0140
 ME0140.The orthometric height was determined by differential leveling
 ME0140.and adjusted by the National Geodetic Survey in June 1991..
 ME0140
 ME0140.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0140.See file dsdata.txt to determine how the superseded data were derived.
 ME0140
 ME0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM830103(NAD 83)
 ME0140_MARKER: DB = BENCH MARK DISK
 ME0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0140_SP_SET: CULVERT
 ME0140_STAMPING: G-170 1946
 ME0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0140
 ME0140  HISTORY     - Date     Condition        Report By
 ME0140  HISTORY     - 1946     MONUMENTED       CGS
 ME0140  HISTORY     - 1968     GOOD             NGS
 ME0140  HISTORY     - 1987     GOOD             USPSQD
 ME0140
 ME0140                          STATION DESCRIPTION
 ME0140
 ME0140'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0420 ***********************************************************************
 ME0420  DESIGNATION -  G 171
 ME0420  PID         -  ME0420
 ME0420  STATE/COUNTY-  IN/ELKHART
 ME0420  USGS QUAD   -  NAPPANEE WEST (1991)
 ME0420
 ME0420                         *CURRENT SURVEY CONTROL
 ME0420  ___________________________________________________________________
 ME0420* NAD 83(1986)-  41 29 36.     (N)    086 00 05.     (W)     SCALED    
 ME0420* NAVD 88     -       263.777  (meters)     865.41   (feet)  ADJUSTED  
 ME0420  ___________________________________________________________________
 ME0420  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 ME0420  DYNAMIC HT  -         263.669 (meters)     865.05  (feet)  COMP
 ME0420  MODELED GRAV-     980,206.3   (mgal)                       NAVD 88
 ME0420
 ME0420  VERT ORDER  -  SECOND    CLASS 0
 ME0420
 ME0420.The horizontal coordinates were scaled from a topographic map and have
 ME0420.an estimated accuracy of +/- 6 seconds.
 ME0420
 ME0420.The orthometric height was determined by differential leveling
 ME0420.and adjusted by the National Geodetic Survey in June 1991..
 ME0420
 ME0420.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0420.See file dsdata.txt to determine how the superseded data were derived.
 ME0420
 ME0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL833940(NAD 83)
 ME0420_MARKER: DB = BENCH MARK DISK
 ME0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0420_STAMPING: G 171 1946
 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             NGS
 ME0420  HISTORY     - 19950914 GOOD             USPSQD
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1206 ***********************************************************************
 MD1206  DESIGNATION -  G 172
 MD1206  PID         -  MD1206
 MD1206  STATE/COUNTY-  IN/KOSCIUSKO
 MD1206  USGS QUAD   -  ATWOOD (1994)
 MD1206
 MD1206                         *CURRENT SURVEY CONTROL
 MD1206  ___________________________________________________________________
 MD1206* NAD 83(1986)-  41 21 42.     (N)    085 54 51.     (W)     SCALED    
 MD1206* NAVD 88     -       255.442  (meters)     838.06   (feet)  ADJUSTED  
 MD1206  ___________________________________________________________________
 MD1206  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 MD1206  DYNAMIC HT  -         255.339 (meters)     837.72  (feet)  COMP
 MD1206  MODELED GRAV-     980,215.6   (mgal)                       NAVD 88
 MD1206
 MD1206  VERT ORDER  -  SECOND    CLASS 0
 MD1206
 MD1206.The horizontal coordinates were scaled from a topographic map and have
 MD1206.an estimated accuracy of +/- 6 seconds.
 MD1206
 MD1206.The orthometric height was determined by differential leveling
 MD1206.and adjusted by the National Geodetic Survey in June 1991..
 MD1206
 MD1206.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1206.See file dsdata.txt to determine how the superseded data were derived.
 MD1206
 MD1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL908794(NAD 83)
 MD1206_MARKER: DB = BENCH MARK DISK
 MD1206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1206_SP_SET: CULVERT
 MD1206_STAMPING: G 172 1946
 MD1206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1844 ***********************************************************************
 LA1844  DESIGNATION -  G 173
 LA1844  PID         -  LA1844
 LA1844  STATE/COUNTY-  IN/WABASH
 LA1844  USGS QUAD   -  SOMERSET (1994)
 LA1844
 LA1844                         *CURRENT SURVEY CONTROL
 LA1844  ___________________________________________________________________
 LA1844* NAD 83(1986)-  40 39 39.     (N)    085 49 37.     (W)     SCALED    
 LA1844* NAVD 88     -       237.250  (meters)     778.38   (feet)  ADJUSTED  
 LA1844  ___________________________________________________________________
 LA1844  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LA1844  DYNAMIC HT  -         237.132 (meters)     777.99  (feet)  COMP
 LA1844  MODELED GRAV-     980,122.8   (mgal)                       NAVD 88
 LA1844
 LA1844  VERT ORDER  -  SECOND    CLASS 0
 LA1844
 LA1844.The horizontal coordinates were scaled from a topographic map and have
 LA1844.an estimated accuracy of +/- 6 seconds.
 LA1844
 LA1844.The orthometric height was determined by differential leveling
 LA1844.and adjusted by the National Geodetic Survey in June 1991..
 LA1844
 LA1844.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1844.See file dsdata.txt to determine how the superseded data were derived.
 LA1844
 LA1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL991017(NAD 83)
 LA1844_MARKER: DB = BENCH MARK DISK
 LA1844_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1844_SP_SET: CULVERT
 LA1844_STAMPING: G 173 1946
 LA1844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1845 ***********************************************************************
 LA1845  DESIGNATION -  G 173 RESET 1966
 LA1845  PID         -  LA1845
 LA1845  STATE/COUNTY-  IN/WABASH
 LA1845  USGS QUAD   -  SOMERSET (1994)
 LA1845
 LA1845                         *CURRENT SURVEY CONTROL
 LA1845  ___________________________________________________________________
 LA1845* NAD 83(1986)-  40 39 39.     (N)    085 49 37.     (W)     SCALED    
 LA1845* NAVD 88     -       237.36   (meters)     778.7    (feet)  RESET     
 LA1845  ___________________________________________________________________
 LA1845  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LA1845
 LA1845  VERT ORDER  -  THIRD
 LA1845
 LA1845.The horizontal coordinates were scaled from a topographic map and have
 LA1845.an estimated accuracy of +/- 6 seconds.
 LA1845
 LA1845.The orthometric height was computed from unverified reset data.
 LA1845
 LA1845.The geoid height was determined by GEOID03.
 LA1845
 LA1845;                    North         East    Units  Estimated Accuracy
 LA1845;SPC IN E     -   600,910.       86,450.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1845.See file dsdata.txt to determine how the superseded data were derived.
 LA1845
 LA1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL991017(NAD 83)
 LA1845_MARKER: DB = BENCH MARK DISK
 LA1845_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1845_SP_SET: CULVERT
 LA1845_STAMPING: G 173 RESET 1966
 LA1845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1622 ***********************************************************************
 LA1622  DESIGNATION -  G 174
 LA1622  PID         -  LA1622
 LA1622  STATE/COUNTY-  IN/WABASH
 LA1622  USGS QUAD   -  LA FONTAINE (1994)
 LA1622
 LA1622                         *CURRENT SURVEY CONTROL
 LA1622  ___________________________________________________________________
 LA1622* NAD 83(1986)-  40 39 46.     (N)    085 42 57.     (W)     SCALED    
 LA1622* NAVD 88     -       246.877  (meters)     809.96   (feet)  ADJUSTED  
 LA1622  ___________________________________________________________________
 LA1622  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 LA1622  DYNAMIC HT  -         246.755 (meters)     809.56  (feet)  COMP
 LA1622  MODELED GRAV-     980,123.5   (mgal)                       NAVD 88
 LA1622
 LA1622  VERT ORDER  -  FIRST     CLASS II
 LA1622
 LA1622.The horizontal coordinates were scaled from a topographic map and have
 LA1622.an estimated accuracy of +/- 6 seconds.
 LA1622
 LA1622.The orthometric height was determined by differential leveling
 LA1622.and adjusted by the National Geodetic Survey in June 1991..
 LA1622
 LA1622.The geoid height was determined by GEOID03.
 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     -   601,110.       95,840.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1622.See file dsdata.txt to determine how the superseded data were derived.
 LA1622
 LA1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL085021(NAD 83)
 LA1622_MARKER: DB = BENCH MARK DISK
 LA1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1622_STAMPING: G 174 1946
 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 = OCTOBER  6, 2006
 LA1788 ***********************************************************************
 LA1788  DESIGNATION -  G 175
 LA1788  PID         -  LA1788
 LA1788  STATE/COUNTY-  IN/WABASH
 LA1788  USGS QUAD   -  PEORIA (1994)
 LA1788
 LA1788                         *CURRENT SURVEY CONTROL
 LA1788  ___________________________________________________________________
 LA1788* NAD 83(1986)-  40 41 34.     (N)    085 56 03.     (W)     SCALED    
 LA1788* NAVD 88     -       229.172  (meters)     751.88   (feet)  ADJUSTED  
 LA1788  ___________________________________________________________________
 LA1788  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 LA1788  DYNAMIC HT  -         229.060 (meters)     751.51  (feet)  COMP
 LA1788  MODELED GRAV-     980,129.5   (mgal)                       NAVD 88
 LA1788
 LA1788  VERT ORDER  -  SECOND    CLASS 0
 LA1788
 LA1788.The horizontal coordinates were scaled from a topographic map and have
 LA1788.an estimated accuracy of +/- 6 seconds.
 LA1788
 LA1788.The orthometric height was determined by differential leveling
 LA1788.and adjusted by the National Geodetic Survey in June 1991..
 LA1788
 LA1788.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1788.See file dsdata.txt to determine how the superseded data were derived.
 LA1788
 LA1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL900052(NAD 83)
 LA1788_MARKER: DB = BENCH MARK DISK
 LA1788_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1788_SP_SET: BRIDGE
 LA1788_STAMPING: G 175 1946
 LA1788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1788
 LA1788  HISTORY     - Date     Condition        Report By
 LA1788  HISTORY     - 1946     MONUMENTED       CGS
 LA1788  HISTORY     - 1961     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1961
 LA1788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0354 ***********************************************************************
 ME0354  DESIGNATION -  G 176
 ME0354  PID         -  ME0354
 ME0354  STATE/COUNTY-  IN/MARSHALL
 ME0354  USGS QUAD   -  ARGOS (1994)
 ME0354
 ME0354                         *CURRENT SURVEY CONTROL
 ME0354  ___________________________________________________________________
 ME0354* NAD 83(1986)-  41 10 20.     (N)    086 14 37.     (W)     SCALED    
 ME0354* NAVD 88     -       270.134  (meters)     886.26   (feet)  ADJUSTED  
 ME0354  ___________________________________________________________________
 ME0354  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME0354  DYNAMIC HT  -         270.019 (meters)     885.89  (feet)  COMP
 ME0354  MODELED GRAV-     980,191.1   (mgal)                       NAVD 88
 ME0354
 ME0354  VERT ORDER  -  SECOND    CLASS 0
 ME0354
 ME0354.The horizontal coordinates were scaled from a topographic map and have
 ME0354.an estimated accuracy of +/- 6 seconds.
 ME0354
 ME0354.The orthometric height was determined by differential leveling
 ME0354.and adjusted by the National Geodetic Survey in June 1991..
 ME0354
 ME0354.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0354.See file dsdata.txt to determine how the superseded data were derived.
 ME0354
 ME0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL634581(NAD 83)
 ME0354_MARKER: DB = BENCH MARK DISK
 ME0354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0354_SP_SET: CULVERT
 ME0354_STAMPING: G 176 1946
 ME0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME0446 ***********************************************************************
 ME0446  DESIGNATION -  G 177
 ME0446  PID         -  ME0446
 ME0446  STATE/COUNTY-  IN/FULTON
 ME0446  USGS QUAD   -  AKRON (1994)
 ME0446
 ME0446                         *CURRENT SURVEY CONTROL
 ME0446  ___________________________________________________________________
 ME0446* NAD 83(1986)-  41 03 05.     (N)    086 06 52.     (W)     SCALED    
 ME0446* NAVD 88     -       246.516  (meters)     808.78   (feet)  ADJUSTED  
 ME0446  ___________________________________________________________________
 ME0446  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 ME0446  DYNAMIC HT  -         246.407 (meters)     808.42  (feet)  COMP
 ME0446  MODELED GRAV-     980,175.0   (mgal)                       NAVD 88
 ME0446
 ME0446  VERT ORDER  -  SECOND    CLASS 0
 ME0446
 ME0446.The horizontal coordinates were scaled from a topographic map and have
 ME0446.an estimated accuracy of +/- 6 seconds.
 ME0446
 ME0446.The orthometric height was determined by differential leveling
 ME0446.and adjusted by the National Geodetic Survey in June 1991..
 ME0446
 ME0446.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0446.See file dsdata.txt to determine how the superseded data were derived.
 ME0446
 ME0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL744448(NAD 83)
 ME0446_MARKER: DB = BENCH MARK DISK
 ME0446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0446_SP_SET: CULVERT
 ME0446_STAMPING: G 177 1946
 ME0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1693 ***********************************************************************
 LA1693  DESIGNATION -  G 178
 LA1693  PID         -  LA1693
 LA1693  STATE/COUNTY-  IN/WABASH
 LA1693  USGS QUAD   -  ROANN (1994)
 LA1693
 LA1693                         *CURRENT SURVEY CONTROL
 LA1693  ___________________________________________________________________
 LA1693* NAD 83(1986)-  40 55 37.     (N)    085 53 23.     (W)     SCALED    
 LA1693* NAVD 88     -       226.440  (meters)     742.91   (feet)  ADJUSTED  
 LA1693  ___________________________________________________________________
 LA1693  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 LA1693  DYNAMIC HT  -         226.335 (meters)     742.57  (feet)  COMP
 LA1693  MODELED GRAV-     980,154.9   (mgal)                       NAVD 88
 LA1693
 LA1693  VERT ORDER  -  SECOND    CLASS 0
 LA1693
 LA1693.The horizontal coordinates were scaled from a topographic map and have
 LA1693.an estimated accuracy of +/- 6 seconds.
 LA1693
 LA1693.The orthometric height was determined by differential leveling
 LA1693.and adjusted by the National Geodetic Survey in June 1991..
 LA1693
 LA1693.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1693.See file dsdata.txt to determine how the superseded data were derived.
 LA1693
 LA1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL934312(NAD 83)
 LA1693_MARKER: DB = BENCH MARK DISK
 LA1693_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1693_SP_SET: CULVERT
 LA1693_STAMPING: G 178 1946
 LA1693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME0330 ***********************************************************************
 ME0330  DESIGNATION -  G 179
 ME0330  PID         -  ME0330
 ME0330  STATE/COUNTY-  IN/FULTON
 ME0330  USGS QUAD   -  KEWANNA (1977)
 ME0330
 ME0330                         *CURRENT SURVEY CONTROL
 ME0330  ___________________________________________________________________
 ME0330* NAD 83(1986)-  41 01 48.     (N)    086 24 35.     (W)     SCALED    
 ME0330* NAVD 88     -       230.111  (meters)     754.96   (feet)  ADJUSTED  
 ME0330  ___________________________________________________________________
 ME0330  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 ME0330  DYNAMIC HT  -         230.013 (meters)     754.63  (feet)  COMP
 ME0330  MODELED GRAV-     980,196.2   (mgal)                       NAVD 88
 ME0330
 ME0330  VERT ORDER  -  SECOND    CLASS 0
 ME0330
 ME0330.The horizontal coordinates were scaled from a topographic map and have
 ME0330.an estimated accuracy of +/- 6 seconds.
 ME0330
 ME0330.The orthometric height was determined by differential leveling
 ME0330.and adjusted by the National Geodetic Survey in June 1991..
 ME0330
 ME0330.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0330.See file dsdata.txt to determine how the superseded data were derived.
 ME0330
 ME0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL496422(NAD 83)
 ME0330_MARKER: DB = BENCH MARK DISK
 ME0330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0330_SP_SET: ABUTMENT
 ME0330_STAMPING: G 179 1946
 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 = OCTOBER  6, 2006
 LA1685 ***********************************************************************
 LA1685  DESIGNATION -  G 180 RESET 1970
 LA1685  PID         -  LA1685
 LA1685  STATE/COUNTY-  IN/MIAMI
 LA1685  USGS QUAD   -  ROANN (1994)
 LA1685
 LA1685                         *CURRENT SURVEY CONTROL
 LA1685  ___________________________________________________________________
 LA1685* NAD 83(1986)-  40 54 50.     (N)    085 56 41.     (W)     SCALED    
 LA1685* NAVD 88     -       219.93   (meters)     721.6    (feet)  RESET     
 LA1685  ___________________________________________________________________
 LA1685  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 LA1685
 LA1685  VERT ORDER  -  THIRD
 LA1685
 LA1685.The horizontal coordinates were scaled from a topographic map and have
 LA1685.an estimated accuracy of +/- 6 seconds.
 LA1685
 LA1685.The orthometric height was computed from unverified reset data.
 LA1685
 LA1685.The geoid height was determined by GEOID03.
 LA1685
 LA1685;                    North         East    Units  Estimated Accuracy
 LA1685;SPC IN E     -   629,030.       76,580.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1685.See file dsdata.txt to determine how the superseded data were derived.
 LA1685
 LA1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL888297(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0189 ***********************************************************************
 LB0189  DESIGNATION -  G 181
 LB0189  PID         -  LB0189
 LB0189  STATE/COUNTY-  IN/FULTON
 LB0189  USGS QUAD   -  FULTON (1960)
 LB0189
 LB0189                         *CURRENT SURVEY CONTROL
 LB0189  ___________________________________________________________________
 LB0189* NAD 83(1986)-  40 56 55.     (N)    086 20 18.     (W)     SCALED    
 LB0189* NAVD 88     -       240.218  (meters)     788.12   (feet)  ADJUSTED  
 LB0189  ___________________________________________________________________
 LB0189  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 LB0189  DYNAMIC HT  -         240.113 (meters)     787.77  (feet)  COMP
 LB0189  MODELED GRAV-     980,181.7   (mgal)                       NAVD 88
 LB0189
 LB0189  VERT ORDER  -  SECOND    CLASS 0
 LB0189
 LB0189.The horizontal coordinates were scaled from a topographic map and have
 LB0189.an estimated accuracy of +/- 6 seconds.
 LB0189
 LB0189.The orthometric height was determined by differential leveling
 LB0189.and adjusted by the National Geodetic Survey in June 1991..
 LB0189
 LB0189.The geoid height was determined by GEOID03.
 LB0189
 LB0189.The dynamic height is computed by dividing the NAVD 88
 LB0189.geopotential number by the normal gravity value computed on the
 LB0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0189.degrees latitude (g = 980.6199 gals.).
 LB0189
 LB0189.The modeled gravity was interpolated from observed gravity values.
 LB0189
 LB0189;                    North         East    Units  Estimated Accuracy
 LB0189;SPC IN E     -   633,070.       43,450.      MT  (+/- 180 meters Scaled)
 LB0189
 LB0189                          SUPERSEDED SURVEY CONTROL
 LB0189
 LB0189  NGVD 29 (??/??/92)  240.338  (m)          788.51   (f) ADJ UNCH    2 0
 LB0189
 LB0189.Superseded values are not recommended for survey control.
 LB0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0189.See file dsdata.txt to determine how the superseded data were derived.
 LB0189
 LB0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL556332(NAD 83)
 LB0189_MARKER: DB = BENCH MARK DISK
 LB0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0189_STAMPING: G 181 1946
 LB0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0189+STABILITY: SURFACE MOTION
 LB0189
 LB0189  HISTORY     - Date     Condition        Report By
 LB0189  HISTORY     - 1946     MONUMENTED       CGS
 LB0189  HISTORY     - 1989     GOOD             USPSQD
 LB0189
 LB0189                          STATION DESCRIPTION
 LB0189
 LB0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0189'AT BLUEGRASS.
 LB0189'AT BLUEGRASS, ABOUT 100 YARDS SOUTH OF THE B.F. COOK STORE, AT A
 LB0189'TURN IN THE ROAD WITH TANGENTS EXTENDING NORTH AND WEST AND A
 LB0189'GRAVEL ROAD LEADING SOUTH (THE WEST TANGENT LEADING TO GRASSCREEK,
 LB0189'105 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 59
 LB0189'FEET NORTHWEST OF THE NORTHWEST CORNER OF A TWO STORY HOUSE, 19
 LB0189'FEET SOUTH OF THE CENTER LINE OF THE GRASSCREEK ROAD, 1.5 FOOT
 LB0189'EAST OF A VERTICAL RAILROAD RAIL FENCE CORNER POST, ABOUT LEVEL
 LB0189'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB0189'6 INCHES.
 LB0189
 LB0189                          STATION RECOVERY (1989)
 LB0189
 LB0189'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1024 ***********************************************************************
 MD1024  DESIGNATION -  G 182
 MD1024  PID         -  MD1024
 MD1024  STATE/COUNTY-  IN/WABASH
 MD1024  USGS QUAD   -  NORTH MANCHESTER NORTH (1994)
 MD1024
 MD1024                         *CURRENT SURVEY CONTROL
 MD1024  ___________________________________________________________________
 MD1024* NAD 83(1986)-  41 01 57.     (N)    085 50 01.     (W)     SCALED    
 MD1024* NAVD 88     -       253.584  (meters)     831.97   (feet)  ADJUSTED  
 MD1024  ___________________________________________________________________
 MD1024  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MD1024  DYNAMIC HT  -         253.470 (meters)     831.59  (feet)  COMP
 MD1024  MODELED GRAV-     980,167.4   (mgal)                       NAVD 88
 MD1024
 MD1024  VERT ORDER  -  FIRST     CLASS II
 MD1024
 MD1024.The horizontal coordinates were scaled from a topographic map and have
 MD1024.an estimated accuracy of +/- 6 seconds.
 MD1024
 MD1024.The orthometric height was determined by differential leveling
 MD1024.and adjusted by the National Geodetic Survey in June 1991..
 MD1024
 MD1024.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1024.See file dsdata.txt to determine how the superseded data were derived.
 MD1024
 MD1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL980430(NAD 83)
 MD1024_MARKER: DB = BENCH MARK DISK
 MD1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1024_STAMPING: G 182 1946
 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 = OCTOBER  6, 2006
 LB0152 ***********************************************************************
 LB0152  DESIGNATION -  G 183
 LB0152  PID         -  LB0152
 LB0152  STATE/COUNTY-  IN/CASS
 LB0152  USGS QUAD   -  TWELVE MILE (1991)
 LB0152
 LB0152                         *CURRENT SURVEY CONTROL
 LB0152  ___________________________________________________________________
 LB0152* NAD 83(1986)-  40 51 59.     (N)    086 14 32.     (W)     SCALED    
 LB0152* NAVD 88     -       238.879  (meters)     783.72   (feet)  ADJUSTED  
 LB0152  ___________________________________________________________________
 LB0152  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 LB0152  DYNAMIC HT  -         238.770 (meters)     783.36  (feet)  COMP
 LB0152  MODELED GRAV-     980,162.2   (mgal)                       NAVD 88
 LB0152
 LB0152  VERT ORDER  -  SECOND    CLASS 0
 LB0152
 LB0152.The horizontal coordinates were scaled from a topographic map and have
 LB0152.an estimated accuracy of +/- 6 seconds.
 LB0152
 LB0152.The orthometric height was determined by differential leveling
 LB0152.and adjusted by the National Geodetic Survey in June 1991..
 LB0152
 LB0152.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0152.See file dsdata.txt to determine how the superseded data were derived.
 LB0152
 LB0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL638242(NAD 83)
 LB0152_MARKER: DB = BENCH MARK DISK
 LB0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0152_STAMPING: G 183 1946
 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 = OCTOBER  6, 2006
 ME0226 ***********************************************************************
 ME0226  DESIGNATION -  G 184
 ME0226  PID         -  ME0226
 ME0226  STATE/COUNTY-  IN/MARSHALL
 ME0226  USGS QUAD   -  BOURBON (1994)
 ME0226
 ME0226                         *CURRENT SURVEY CONTROL
 ME0226  ___________________________________________________________________
 ME0226* NAD 83(1986)-  41 16 52.     (N)    086 03 44.     (W)     SCALED    
 ME0226* NAVD 88     -       252.366  (meters)     827.97   (feet)  ADJUSTED  
 ME0226  ___________________________________________________________________
 ME0226  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ME0226  DYNAMIC HT  -         252.261 (meters)     827.63  (feet)  COMP
 ME0226  MODELED GRAV-     980,202.7   (mgal)                       NAVD 88
 ME0226
 ME0226  VERT ORDER  -  FIRST     CLASS I
 ME0226
 ME0226.The horizontal coordinates were scaled from a topographic map and have
 ME0226.an estimated accuracy of +/- 6 seconds.
 ME0226
 ME0226.The orthometric height was determined by differential leveling
 ME0226.and adjusted by the National Geodetic Survey in June 1991..
 ME0226.WARNING-Repeat measurements at this control monument indicate possible
 ME0226.vertical movement.
 ME0226
 ME0226.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0226
 ME0226  NGVD 29 (01/19/93)  252.497  (m)          828.40   (f) ADJUSTED    1 1
 ME0226
 ME0226.Superseded values are not recommended for survey control.
 ME0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0226.See file dsdata.txt to determine how the superseded data were derived.
 ME0226
 ME0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL785703(NAD 83)
 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             NGS
 ME0226  HISTORY     - 1983     GOOD             USPSQD
 ME0226  HISTORY     - 19920909 GOOD             NGS
 ME0226
 ME0226                          STATION DESCRIPTION
 ME0226
 ME0226'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1306 ***********************************************************************
 LA1306  DESIGNATION -  G 185
 LA1306  PID         -  LA1306
 LA1306  STATE/COUNTY-  IN/MADISON
 LA1306  USGS QUAD   -  ALEXANDRIA (1994)
 LA1306
 LA1306                         *CURRENT SURVEY CONTROL
 LA1306  ___________________________________________________________________
 LA1306* NAD 83(1986)-  40 17 33.     (N)    085 39 47.     (W)     SCALED    
 LA1306* NAVD 88     -       273.527  (meters)     897.40   (feet)  ADJUSTED  
 LA1306  ___________________________________________________________________
 LA1306  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 LA1306  DYNAMIC HT  -         273.385 (meters)     896.93  (feet)  COMP
 LA1306  MODELED GRAV-     980,098.3   (mgal)                       NAVD 88
 LA1306
 LA1306  VERT ORDER  -  FIRST     CLASS II
 LA1306
 LA1306.The horizontal coordinates were scaled from a topographic map and have
 LA1306.an estimated accuracy of +/- 6 seconds.
 LA1306
 LA1306.The orthometric height was determined by differential leveling
 LA1306.and adjusted by the National Geodetic Survey in June 1991..
 LA1306
 LA1306.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1306.See file dsdata.txt to determine how the superseded data were derived.
 LA1306
 LA1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK136610(NAD 83)
 LA1306_MARKER: DB = BENCH MARK DISK
 LA1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1306_STAMPING: G 185 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1093 ***********************************************************************
 MD1093  DESIGNATION -  G 186
 MD1093  PID         -  MD1093
 MD1093  STATE/COUNTY-  IN/WHITLEY
 MD1093  USGS QUAD   -  SOUTH WHITLEY EAST (1962)
 MD1093
 MD1093                         *CURRENT SURVEY CONTROL
 MD1093  ___________________________________________________________________
 MD1093* NAD 83(1986)-  41 04 40.     (N)    085 33 35.     (W)     SCALED    
 MD1093* NAVD 88     -       253.448  (meters)     831.52   (feet)  ADJUSTED  
 MD1093  ___________________________________________________________________
 MD1093  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MD1093  DYNAMIC HT  -         253.339 (meters)     831.16  (feet)  COMP
 MD1093  MODELED GRAV-     980,188.5   (mgal)                       NAVD 88
 MD1093
 MD1093  VERT ORDER  -  SECOND    CLASS 0
 MD1093
 MD1093.The horizontal coordinates were scaled from a topographic map and have
 MD1093.an estimated accuracy of +/- 6 seconds.
 MD1093
 MD1093.The orthometric height was determined by differential leveling
 MD1093.and adjusted by the National Geodetic Survey in June 1991..
 MD1093
 MD1093.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1093.See file dsdata.txt to determine how the superseded data were derived.
 MD1093
 MD1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL209483(NAD 83)
 MD1093_MARKER: DB = BENCH MARK DISK
 MD1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1093_STAMPING: G 186 1946
 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             NGS
 MD1093
 MD1093                          STATION DESCRIPTION
 MD1093
 MD1093'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0774 ***********************************************************************
 LA0774  DESIGNATION -  G 188
 LA0774  PID         -  LA0774
 LA0774  STATE/COUNTY-  IN/HUNTINGTON
 LA0774  USGS QUAD   -  HUNTINGTON (1994)
 LA0774
 LA0774                         *CURRENT SURVEY CONTROL
 LA0774  ___________________________________________________________________
 LA0774* NAD 83(1986)-  40 55 53.     (N)    085 28 16.     (W)     SCALED    
 LA0774* NAVD 88     -       250.552  (meters)     822.02   (feet)  ADJUSTED  
 LA0774  ___________________________________________________________________
 LA0774  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 LA0774  DYNAMIC HT  -         250.437 (meters)     821.64  (feet)  COMP
 LA0774  MODELED GRAV-     980,158.6   (mgal)                       NAVD 88
 LA0774
 LA0774  VERT ORDER  -  SECOND    CLASS 0
 LA0774
 LA0774.The horizontal coordinates were scaled from a topographic map and have
 LA0774.an estimated accuracy of +/- 6 seconds.
 LA0774
 LA0774.The orthometric height was determined by differential leveling
 LA0774.and adjusted by the National Geodetic Survey in June 1991..
 LA0774
 LA0774.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0774.See file dsdata.txt to determine how the superseded data were derived.
 LA0774
 LA0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL287322(NAD 83)
 LA0774_MARKER: DB = BENCH MARK DISK
 LA0774_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0774_SP_SET: CULVERT
 LA0774_STAMPING: G 188 1946
 LA0774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0774
 LA0774  HISTORY     - Date     Condition        Report By
 LA0774  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0762 ***********************************************************************
 LA0762  DESIGNATION -  G 189
 LA0762  PID         -  LA0762
 LA0762  STATE/COUNTY-  IN/WELLS
 LA0762  USGS QUAD   -  MARKLE (1973)
 LA0762
 LA0762                         *CURRENT SURVEY CONTROL
 LA0762  ___________________________________________________________________
 LA0762* NAD 83(1986)-  40 49 48.     (N)    085 15 35.     (W)     SCALED    
 LA0762* NAVD 88     -       247.041  (meters)     810.50   (feet)  ADJUSTED  
 LA0762  ___________________________________________________________________
 LA0762  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 LA0762  DYNAMIC HT  -         246.925 (meters)     810.12  (feet)  COMP
 LA0762  MODELED GRAV-     980,149.2   (mgal)                       NAVD 88
 LA0762
 LA0762  VERT ORDER  -  SECOND    CLASS 0
 LA0762
 LA0762.The horizontal coordinates were scaled from a topographic map and have
 LA0762.an estimated accuracy of +/- 6 seconds.
 LA0762
 LA0762.The orthometric height was determined by differential leveling
 LA0762.and adjusted by the National Geodetic Survey in June 1991..
 LA0762
 LA0762.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0762.See file dsdata.txt to determine how the superseded data were derived.
 LA0762
 LA0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL467213(NAD 83)
 LA0762_MARKER: DB = BENCH MARK DISK
 LA0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0762_STAMPING: G 189 1946
 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 = OCTOBER  6, 2006
 ME0897 ***********************************************************************
 ME0897  DESIGNATION -  G 19
 ME0897  PID         -  ME0897
 ME0897  STATE/COUNTY-  IN/LA PORTE
 ME0897  USGS QUAD   -  MICHIGAN CITY EAST (1980)
 ME0897
 ME0897                         *CURRENT SURVEY CONTROL
 ME0897  ___________________________________________________________________
 ME0897* NAD 83(1986)-  41 42 11.     (N)    086 50 48.     (W)     SCALED    
 ME0897* NAVD 88     -       191.926  (meters)     629.68   (feet)  ADJUSTED  
 ME0897  ___________________________________________________________________
 ME0897  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME0897  DYNAMIC HT  -         191.854 (meters)     629.44  (feet)  COMP
 ME0897  MODELED GRAV-     980,245.7   (mgal)                       NAVD 88
 ME0897
 ME0897  VERT ORDER  -  SECOND    CLASS 0
 ME0897
 ME0897.The horizontal coordinates were scaled from a topographic map and have
 ME0897.an estimated accuracy of +/- 6 seconds.
 ME0897
 ME0897.The orthometric height was determined by differential leveling
 ME0897.and adjusted by the National Geodetic Survey in June 1991..
 ME0897
 ME0897.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0897.See file dsdata.txt to determine how the superseded data were derived.
 ME0897
 ME0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM127168(NAD 83)
 ME0897_MARKER: DB = BENCH MARK DISK
 ME0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0897_STAMPING: G 19 1934
 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 = OCTOBER  6, 2006
 MD0801 ***********************************************************************
 MD0801  DESIGNATION -  G 190
 MD0801  PID         -  MD0801
 MD0801  STATE/COUNTY-  IN/ALLEN
 MD0801  USGS QUAD   -  ARCOLA (1981)
 MD0801
 MD0801                         *CURRENT SURVEY CONTROL
 MD0801  ___________________________________________________________________
 MD0801* NAD 83(1986)-  41 02 45.     (N)    085 20 10.     (W)     SCALED    
 MD0801* NAVD 88     -       250.871  (meters)     823.07   (feet)  ADJUSTED  
 MD0801  ___________________________________________________________________
 MD0801  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MD0801  DYNAMIC HT  -         250.768 (meters)     822.73  (feet)  COMP
 MD0801  MODELED GRAV-     980,206.5   (mgal)                       NAVD 88
 MD0801
 MD0801  VERT ORDER  -  SECOND    CLASS 0
 MD0801
 MD0801.The horizontal coordinates were scaled from a topographic map and have
 MD0801.an estimated accuracy of +/- 6 seconds.
 MD0801
 MD0801.The orthometric height was determined by differential leveling
 MD0801.and adjusted by the National Geodetic Survey in June 1991..
 MD0801
 MD0801.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0801.See file dsdata.txt to determine how the superseded data were derived.
 MD0801
 MD0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL398451(NAD 83)
 MD0801_MARKER: DB = BENCH MARK DISK
 MD0801_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0801_SP_SET: CULVERT
 MD0801_STAMPING: G-190-1946
 MD0801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1874 ***********************************************************************
 LA1874  DESIGNATION -  G 191
 LA1874  PID         -  LA1874
 LA1874  STATE/COUNTY-  IN/MIAMI
 LA1874  USGS QUAD   -  AMBOY (1994)
 LA1874
 LA1874                         *CURRENT SURVEY CONTROL
 LA1874  ___________________________________________________________________
 LA1874* NAD 83(1986)-  40 34 42.     (N)    085 59 44.     (W)     SCALED    
 LA1874* NAVD 88     -       254.447  (meters)     834.80   (feet)  ADJUSTED  
 LA1874  ___________________________________________________________________
 LA1874  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LA1874  DYNAMIC HT  -         254.319 (meters)     834.38  (feet)  COMP
 LA1874  MODELED GRAV-     980,114.7   (mgal)                       NAVD 88
 LA1874
 LA1874  VERT ORDER  -  SECOND    CLASS 0
 LA1874
 LA1874.The horizontal coordinates were scaled from a topographic map and have
 LA1874.an estimated accuracy of +/- 6 seconds.
 LA1874
 LA1874.The orthometric height was determined by differential leveling
 LA1874.and adjusted by the National Geodetic Survey in June 1991..
 LA1874
 LA1874.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1874.See file dsdata.txt to determine how the superseded data were derived.
 LA1874
 LA1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK850924(NAD 83)
 LA1874_MARKER: DB = BENCH MARK DISK
 LA1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1874_STAMPING: G 191 1946
 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 = OCTOBER  6, 2006
 LA1813 ***********************************************************************
 LA1813  DESIGNATION -  G 192 RESET 1973
 LA1813  PID         -  LA1813
 LA1813  STATE/COUNTY-  IN/MIAMI
 LA1813  USGS QUAD   -  PEORIA (1994)
 LA1813
 LA1813                         *CURRENT SURVEY CONTROL
 LA1813  ___________________________________________________________________
 LA1813* NAD 83(1986)-  40 38 59.     (N)    085 59 03.     (W)     SCALED    
 LA1813* NAVD 88     -       237.98   (meters)     780.8    (feet)  RESET     
 LA1813  ___________________________________________________________________
 LA1813  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 LA1813
 LA1813  VERT ORDER  -  THIRD
 LA1813
 LA1813.The horizontal coordinates were scaled from a topographic map and have
 LA1813.an estimated accuracy of +/- 6 seconds.
 LA1813
 LA1813.The orthometric height was computed from unverified reset data.
 LA1813
 LA1813.The geoid height was determined by GEOID03.
 LA1813
 LA1813;                    North         East    Units  Estimated Accuracy
 LA1813;SPC IN E     -   599,710.       73,150.      MT  (+/- 180 meters Scaled)
 LA1813
 LA1813                          SUPERSEDED SURVEY CONTROL
 LA1813
 LA1813.No superseded survey control is available for this station.
 LA1813
 LA1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL858003(NAD 83)
 LA1813_MARKER: DB = BENCH MARK DISK
 LA1813_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1813_SP_SET: BRIDGE
 LA1813_STAMPING: G 192 RESET 1973
 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 = OCTOBER  6, 2006
 LB0418 ***********************************************************************
 LB0418  DESIGNATION -  G 193
 LB0418  PID         -  LB0418
 LB0418  STATE/COUNTY-  IN/HOWARD
 LB0418  USGS QUAD   -  KOKOMO EAST (1994)
 LB0418
 LB0418                         *CURRENT SURVEY CONTROL
 LB0418  ___________________________________________________________________
 LB0418* NAD 83(1986)-  40 29 56.     (N)    086 00 46.     (W)     SCALED    
 LB0418* NAVD 88     -       253.856  (meters)     832.86   (feet)  ADJUSTED  
 LB0418  ___________________________________________________________________
 LB0418  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 LB0418  DYNAMIC HT  -         253.726 (meters)     832.43  (feet)  COMP
 LB0418  MODELED GRAV-     980,104.0   (mgal)                       NAVD 88
 LB0418
 LB0418  VERT ORDER  -  SECOND    CLASS 0
 LB0418
 LB0418.The horizontal coordinates were scaled from a topographic map and have
 LB0418.an estimated accuracy of +/- 6 seconds.
 LB0418
 LB0418.The orthometric height was determined by differential leveling
 LB0418.and adjusted by the National Geodetic Survey in June 1991..
 LB0418
 LB0418.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0418.See file dsdata.txt to determine how the superseded data were derived.
 LB0418
 LB0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK836835(NAD 83)
 LB0418_MARKER: DB = BENCH MARK DISK
 LB0418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0418_SP_SET: CONCRETE FENCE POST
 LB0418_STAMPING: G 193 1946
 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 = OCTOBER  6, 2006
 LA1330 ***********************************************************************
 LA1330  DESIGNATION -  G 194
 LA1330  PID         -  LA1330
 LA1330  STATE/COUNTY-  IN/MADISON
 LA1330  USGS QUAD   -  LAPEL (1994)
 LA1330
 LA1330                         *CURRENT SURVEY CONTROL
 LA1330  ___________________________________________________________________
 LA1330* NAD 83(1986)-  40 05 21.     (N)    085 51 47.     (W)     SCALED    
 LA1330* NAVD 88     -       258.277  (meters)     847.36   (feet)  ADJUSTED  
 LA1330  ___________________________________________________________________
 LA1330  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 LA1330  DYNAMIC HT  -         258.137 (meters)     846.90  (feet)  COMP
 LA1330  MODELED GRAV-     980,078.8   (mgal)                       NAVD 88
 LA1330
 LA1330  VERT ORDER  -  SECOND    CLASS 0
 LA1330
 LA1330.The horizontal coordinates were scaled from a topographic map and have
 LA1330.an estimated accuracy of +/- 6 seconds.
 LA1330
 LA1330.The orthometric height was determined by differential leveling
 LA1330.and adjusted by the National Geodetic Survey in June 1991..
 LA1330
 LA1330.The geoid height was determined by GEOID03.
 LA1330
 LA1330.The dynamic height is computed by dividing the NAVD 88
 LA1330.geopotential number by the normal gravity value computed on the
 LA1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1330.degrees latitude (g = 980.6199 gals.).
 LA1330
 LA1330.The modeled gravity was interpolated from observed gravity values.
 LA1330
 LA1330;                    North         East    Units  Estimated Accuracy
 LA1330;SPC IN E     -   537,440.       83,250.      MT  (+/- 180 meters Scaled)
 LA1330
 LA1330                          SUPERSEDED SURVEY CONTROL
 LA1330
 LA1330  NGVD 29 (??/??/92)  258.409  (m)          847.80   (f) ADJ UNCH    2 0
 LA1330
 LA1330.Superseded values are not recommended for survey control.
 LA1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1330.See file dsdata.txt to determine how the superseded data were derived.
 LA1330
 LA1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK969382(NAD 83)
 LA1330_MARKER: DB = BENCH MARK DISK
 LA1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1330_STAMPING: G 194 1946
 LA1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1330+STABILITY: SURFACE MOTION
 LA1330
 LA1330  HISTORY     - Date     Condition        Report By
 LA1330  HISTORY     - 1946     MONUMENTED       CGS
 LA1330
 LA1330                          STATION DESCRIPTION
 LA1330
 LA1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1330'1.4 MI N FROM FISHERBURG.
 LA1330'ABOUT 1.45 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION
 LA1330'OF STATE HIGHWAYS 32 AND 132 AT FISHERBURG, AT AN EAST-WEST
 LA1330'GRAVEL CROSS ROAD, 29 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LA1330'28 FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 13 FEET
 LA1330'NORTH OF A FENCE CORNER, 12 FEET NORTH OF A TELEPHONE POLE, 1
 LA1330'FOOT WEST OF THE FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY, AND
 LA1330'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1363 ***********************************************************************
 LA1363  DESIGNATION -  G 195
 LA1363  PID         -  LA1363
 LA1363  STATE/COUNTY-  IN/MADISON
 LA1363  USGS QUAD   -  ELWOOD (1994)
 LA1363
 LA1363                         *CURRENT SURVEY CONTROL
 LA1363  ___________________________________________________________________
 LA1363* NAD 83(1986)-  40 21 51.     (N)    085 47 11.     (W)     SCALED    
 LA1363* NAVD 88     -       267.702  (meters)     878.29   (feet)  ADJUSTED  
 LA1363  ___________________________________________________________________
 LA1363  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 LA1363  DYNAMIC HT  -         267.562 (meters)     877.83  (feet)  COMP
 LA1363  MODELED GRAV-     980,097.1   (mgal)                       NAVD 88
 LA1363
 LA1363  VERT ORDER  -  SECOND    CLASS 0
 LA1363
 LA1363.The horizontal coordinates were scaled from a topographic map and have
 LA1363.an estimated accuracy of +/- 6 seconds.
 LA1363
 LA1363.The orthometric height was determined by differential leveling
 LA1363.and adjusted by the National Geodetic Survey in June 1991..
 LA1363
 LA1363.The geoid height was determined by GEOID03.
 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     -   567,960.       89,830.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1363.See file dsdata.txt to determine how the superseded data were derived.
 LA1363
 LA1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK030688(NAD 83)
 LA1363_MARKER: DB = BENCH MARK DISK
 LA1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1363_STAMPING: G 195 1946
 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 = OCTOBER  6, 2006
 MD0905 ***********************************************************************
 MD0905  DESIGNATION -  G 196 RESET 1966
 MD0905  PID         -  MD0905
 MD0905  STATE/COUNTY-  IN/WHITLEY
 MD0905  USGS QUAD   -  MERRIAM (1965)
 MD0905
 MD0905                         *CURRENT SURVEY CONTROL
 MD0905  ___________________________________________________________________
 MD0905* NAD 83(1986)-  41 15 48.     (N)    085 27 45.     (W)     SCALED    
 MD0905* NAVD 88     -       288.02   (meters)     944.9    (feet)  RESET     
 MD0905  ___________________________________________________________________
 MD0905  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MD0905
 MD0905  VERT ORDER  -  THIRD
 MD0905
 MD0905.The horizontal coordinates were scaled from a topographic map and have
 MD0905.an estimated accuracy of +/- 6 seconds.
 MD0905
 MD0905.The orthometric height was computed from unverified reset data.
 MD0905
 MD0905.The geoid height was determined by GEOID03.
 MD0905
 MD0905;                    North         East    Units  Estimated Accuracy
 MD0905;SPC IN E     -   667,820.      117,110.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0905.See file dsdata.txt to determine how the superseded data were derived.
 MD0905
 MD0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL287691(NAD 83)
 MD0905_MARKER: DB = BENCH MARK DISK
 MD0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0905_STAMPING: G 196 RESET 1966
 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 = OCTOBER  6, 2006
 MD0841 ***********************************************************************
 MD0841  DESIGNATION -  G 197
 MD0841  PID         -  MD0841
 MD0841  STATE/COUNTY-  IN/WHITLEY
 MD0841  USGS QUAD   -  CHURUBUSCO (1965)
 MD0841
 MD0841                         *CURRENT SURVEY CONTROL
 MD0841  ___________________________________________________________________
 MD0841* NAD 83(1986)-  41 11 10.     (N)    085 19 10.     (W)     SCALED    
 MD0841* NAVD 88     -       252.511  (meters)     828.45   (feet)  ADJUSTED  
 MD0841  ___________________________________________________________________
 MD0841  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 MD0841  DYNAMIC HT  -         252.416 (meters)     828.13  (feet)  COMP
 MD0841  MODELED GRAV-     980,242.8   (mgal)                       NAVD 88
 MD0841
 MD0841  VERT ORDER  -  SECOND    CLASS 0
 MD0841
 MD0841.The horizontal coordinates were scaled from a topographic map and have
 MD0841.an estimated accuracy of +/- 6 seconds.
 MD0841
 MD0841.The orthometric height was determined by differential leveling
 MD0841.and adjusted by the National Geodetic Survey in June 1991..
 MD0841
 MD0841.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0841.See file dsdata.txt to determine how the superseded data were derived.
 MD0841
 MD0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL409607(NAD 83)
 MD0841_MARKER: DB = BENCH MARK DISK
 MD0841_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0841_SP_SET: CULVERT
 MD0841_STAMPING: G 197 1946
 MD0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0841
 MD0841  HISTORY     - Date     Condition        Report By
 MD0841  HISTORY     - 1946     MONUMENTED       CGS
 MD0841  HISTORY     - 1962     GOOD             NGS
 MD0841
 MD0841                          STATION DESCRIPTION
 MD0841
 MD0841'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0933 ***********************************************************************
 MD0933  DESIGNATION -  G 198
 MD0933  PID         -  MD0933
 MD0933  STATE/COUNTY-  IN/DE KALB
 MD0933  USGS QUAD   -  AUBURN (1981)
 MD0933
 MD0933                         *CURRENT SURVEY CONTROL
 MD0933  ___________________________________________________________________
 MD0933* NAD 83(1986)-  41 20 36.     (N)    085 01 19.     (W)     SCALED    
 MD0933* NAVD 88     -       267.320  (meters)     877.03   (feet)  ADJUSTED  
 MD0933  ___________________________________________________________________
 MD0933  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 MD0933  DYNAMIC HT  -         267.212 (meters)     876.68  (feet)  COMP
 MD0933  MODELED GRAV-     980,213.6   (mgal)                       NAVD 88
 MD0933
 MD0933  VERT ORDER  -  SECOND    CLASS 0
 MD0933
 MD0933.The horizontal coordinates were scaled from a topographic map and have
 MD0933.an estimated accuracy of +/- 6 seconds.
 MD0933
 MD0933.The orthometric height was determined by differential leveling
 MD0933.and adjusted by the National Geodetic Survey in June 1991..
 MD0933
 MD0933.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0933.See file dsdata.txt to determine how the superseded data were derived.
 MD0933
 MD0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL654787(NAD 83)
 MD0933_MARKER: DB = BENCH MARK DISK
 MD0933_SETTING: 0 = UNSPECIFIED SETTING
 MD0933_STAMPING: G-198-1946
 MD0933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0933
 MD0933  HISTORY     - Date     Condition        Report By
 MD0933  HISTORY     - 1946     MONUMENTED       CGS
 MD0933  HISTORY     - 1968     GOOD             INHD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0357 ***********************************************************************
 MD0357  DESIGNATION -  G 199
 MD0357  PID         -  MD0357
 MD0357  STATE/COUNTY-  IN/ALLEN
 MD0357  USGS QUAD   -  SAINT JOE (1994)
 MD0357
 MD0357                         *CURRENT SURVEY CONTROL
 MD0357  ___________________________________________________________________
 MD0357* NAD 83(1986)-  41 15 49.     (N)    084 56 47.     (W)     SCALED    
 MD0357* NAVD 88     -       240.343  (meters)     788.53   (feet)  ADJUSTED  
 MD0357  ___________________________________________________________________
 MD0357  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 MD0357  DYNAMIC HT  -         240.246 (meters)     788.21  (feet)  COMP
 MD0357  MODELED GRAV-     980,215.9   (mgal)                       NAVD 88
 MD0357
 MD0357  VERT ORDER  -  SECOND    CLASS 0
 MD0357
 MD0357.The horizontal coordinates were scaled from a topographic map and have
 MD0357.an estimated accuracy of +/- 6 seconds.
 MD0357
 MD0357.The orthometric height was determined by differential leveling
 MD0357.and adjusted by the National Geodetic Survey in June 1991..
 MD0357
 MD0357.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0357.See file dsdata.txt to determine how the superseded data were derived.
 MD0357
 MD0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL720700(NAD 83)
 MD0357_MARKER: DB = BENCH MARK DISK
 MD0357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0357_SP_SET: CULVERT
 MD0357_STAMPING: G 199 1946
 MD0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0357
 MD0357  HISTORY     - Date     Condition        Report By
 MD0357  HISTORY     - 1946     MONUMENTED       CGS
 MD0357  HISTORY     - 1962     GOOD             NGS
 MD0357
 MD0357                          STATION DESCRIPTION
 MD0357
 MD0357'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1358 ***********************************************************************
 LA1358  DESIGNATION -  G 2 MAD INHD
 LA1358  PID         -  LA1358
 LA1358  STATE/COUNTY-  IN/MADISON
 LA1358  USGS QUAD   -  ELWOOD (1994)
 LA1358
 LA1358                         *CURRENT SURVEY CONTROL
 LA1358  ___________________________________________________________________
 LA1358* NAD 83(1986)-  40 18 13.     (N)    085 47 08.     (W)     SCALED    
 LA1358* NAVD 88     -       264.206  (meters)     866.82   (feet)  ADJUSTED  
 LA1358  ___________________________________________________________________
 LA1358  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 LA1358  DYNAMIC HT  -         264.067 (meters)     866.36  (feet)  COMP
 LA1358  MODELED GRAV-     980,092.8   (mgal)                       NAVD 88
 LA1358
 LA1358  VERT ORDER  -  SECOND    CLASS 0
 LA1358
 LA1358.The horizontal coordinates were scaled from a topographic map and have
 LA1358.an estimated accuracy of +/- 6 seconds.
 LA1358
 LA1358.The orthometric height was determined by differential leveling
 LA1358.and adjusted by the National Geodetic Survey in June 1991..
 LA1358
 LA1358.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1358.See file dsdata.txt to determine how the superseded data were derived.
 LA1358
 LA1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK032621(NAD 83)
 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             NGS
 LA1358
 LA1358                          STATION DESCRIPTION
 LA1358
 LA1358'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0112 ***********************************************************************
 ME0112  DESIGNATION -  G 20
 ME0112  PID         -  ME0112
 ME0112  STATE/COUNTY-  IN/ST JOSEPH
 ME0112  USGS QUAD   -  SOUTH BEND EAST (1992)
 ME0112
 ME0112                         *CURRENT SURVEY CONTROL
 ME0112  ___________________________________________________________________
 ME0112* NAD 83(1986)-  41 39 52.     (N)    086 14 28.     (W)     SCALED    
 ME0112* NAVD 88     -       224.905  (meters)     737.88   (feet)  ADJUSTED  
 ME0112  ___________________________________________________________________
 ME0112  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME0112  DYNAMIC HT  -         224.818 (meters)     737.59  (feet)  COMP
 ME0112  MODELED GRAV-     980,229.6   (mgal)                       NAVD 88
 ME0112
 ME0112  VERT ORDER  -  SECOND    CLASS 0
 ME0112
 ME0112.The horizontal coordinates were scaled from a topographic map and have
 ME0112.an estimated accuracy of +/- 6 seconds.
 ME0112
 ME0112.The orthometric height was determined by differential leveling
 ME0112.and adjusted by the National Geodetic Survey in June 1991..
 ME0112
 ME0112.The geoid height was determined by GEOID03.
 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     -   712,510.       52,160.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0112.See file dsdata.txt to determine how the superseded data were derived.
 ME0112
 ME0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM631127(NAD 83)
 ME0112_MARKER: DB = BENCH MARK DISK
 ME0112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0112_SP_SET: FOUNDATION
 ME0112_STAMPING: G 20 1934
 ME0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0112
 ME0112  HISTORY     - Date     Condition        Report By
 ME0112  HISTORY     - 1934     MONUMENTED       CGS
 ME0112  HISTORY     - 1946     GOOD             NGS
 ME0112
 ME0112                          STATION DESCRIPTION
 ME0112
 ME0112'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0484 ***********************************************************************
 MD0484  DESIGNATION -  G 201
 MD0484  PID         -  MD0484
 MD0484  STATE/COUNTY-  IN/ALLEN
 MD0484  USGS QUAD   -  WOODBURN NORTH (1994)
 MD0484
 MD0484                         *CURRENT SURVEY CONTROL
 MD0484  ___________________________________________________________________
 MD0484* NAD 83(1986)-  41 14 25.     (N)    084 51 56.     (W)     SCALED    
 MD0484* NAVD 88     -       244.191  (meters)     801.15   (feet)  ADJUSTED  
 MD0484  ___________________________________________________________________
 MD0484  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 MD0484  DYNAMIC HT  -         244.094 (meters)     800.83  (feet)  COMP
 MD0484  MODELED GRAV-     980,219.7   (mgal)                       NAVD 88
 MD0484
 MD0484  VERT ORDER  -  SECOND    CLASS 0
 MD0484
 MD0484.The horizontal coordinates were scaled from a topographic map and have
 MD0484.an estimated accuracy of +/- 6 seconds.
 MD0484
 MD0484.The orthometric height was determined by differential leveling
 MD0484.and adjusted by the National Geodetic Survey in June 1991..
 MD0484
 MD0484.The geoid height was determined by GEOID03.
 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     -   665,550.      167,150.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0484.See file dsdata.txt to determine how the superseded data were derived.
 MD0484
 MD0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL788676(NAD 83)
 MD0484_MARKER: DB = BENCH MARK DISK
 MD0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0484_STAMPING: G 201 1946
 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             NGS
 MD0484  HISTORY     - 1969     GOOD             INHD
 MD0484
 MD0484                          STATION DESCRIPTION
 MD0484
 MD0484'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1752 ***********************************************************************
 LA1752  DESIGNATION -  G 202
 LA1752  PID         -  LA1752
 LA1752  STATE/COUNTY-  IN/HUNTINGTON
 LA1752  USGS QUAD   -  ANDREWS (1994)
 LA1752
 LA1752                         *CURRENT SURVEY CONTROL
 LA1752  ___________________________________________________________________
 LA1752* NAD 83(1986)-  40 49 45.     (N)    085 30 29.     (W)     SCALED    
 LA1752* NAVD 88     -       247.353  (meters)     811.52   (feet)  ADJUSTED  
 LA1752  ___________________________________________________________________
 LA1752  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 LA1752  DYNAMIC HT  -         247.236 (meters)     811.14  (feet)  COMP
 LA1752  MODELED GRAV-     980,142.9   (mgal)                       NAVD 88
 LA1752
 LA1752  VERT ORDER  -  SECOND    CLASS 0
 LA1752
 LA1752.The horizontal coordinates were scaled from a topographic map and have
 LA1752.an estimated accuracy of +/- 6 seconds.
 LA1752
 LA1752.The orthometric height was determined by differential leveling
 LA1752.and adjusted by the National Geodetic Survey in June 1991..
 LA1752
 LA1752.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1752.See file dsdata.txt to determine how the superseded data were derived.
 LA1752
 LA1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL258208(NAD 83)
 LA1752_MARKER: DB = BENCH MARK DISK
 LA1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1752_STAMPING: G 202 1946
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 LA1510 ***********************************************************************
 LA1510  DESIGNATION -  G 203
 LA1510  PID         -  LA1510
 LA1510  STATE/COUNTY-  IN/GRANT
 LA1510  USGS QUAD   -  GAS CITY (1994)
 LA1510
 LA1510                         *CURRENT SURVEY CONTROL
 LA1510  ___________________________________________________________________
 LA1510* NAD 83(1986)-  40 28 55.     (N)    085 30 08.     (W)     SCALED    
 LA1510* NAVD 88     -       273.440  (meters)     897.11   (feet)  ADJUSTED  
 LA1510  ___________________________________________________________________
 LA1510  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 LA1510  DYNAMIC HT  -         273.301 (meters)     896.65  (feet)  COMP
 LA1510  MODELED GRAV-     980,109.4   (mgal)                       NAVD 88
 LA1510
 LA1510  VERT ORDER  -  SECOND    CLASS 0
 LA1510
 LA1510.The horizontal coordinates were scaled from a topographic map and have
 LA1510.an estimated accuracy of +/- 6 seconds.
 LA1510
 LA1510.The orthometric height was determined by differential leveling
 LA1510.and adjusted by the National Geodetic Survey in June 1991..
 LA1510
 LA1510.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1510.See file dsdata.txt to determine how the superseded data were derived.
 LA1510
 LA1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK269823(NAD 83)
 LA1510_MARKER: DB = BENCH MARK DISK
 LA1510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1510_SP_SET: CULVERT
 LA1510_STAMPING: G 203 1946
 LA1510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1380 ***********************************************************************
 LA1380  CBN         -  This is a Cooperative Base Network Control Station.
 LA1380  DESIGNATION -  G 204
 LA1380  PID         -  LA1380
 LA1380  STATE/COUNTY-  IN/GRANT
 LA1380  USGS QUAD   -  POINT ISABEL (1994)
 LA1380
 LA1380                         *CURRENT SURVEY CONTROL
 LA1380  ___________________________________________________________________
 LA1380* NAD 83(1997)-  40 28 43.49578(N)    085 49 29.63159(W)     ADJUSTED  
 LA1380* NAVD 88     -       263.412  (meters)     864.21   (feet)  ADJUSTED  
 LA1380  ___________________________________________________________________
 LA1380  X           -     353,725.203 (meters)                     COMP
 LA1380  Y           -  -4,845,648.041 (meters)                     COMP
 LA1380  Z           -   4,118,713.911 (meters)                     COMP
 LA1380  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 LA1380  ELLIP HEIGHT-         229.10  (meters)          (04/10/98) GPS OBS
 LA1380  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 LA1380  DYNAMIC HT  -         263.276 (meters)     863.76  (feet)  COMP
 LA1380  MODELED GRAV-     980,104.0   (mgal)                       NAVD 88
 LA1380
 LA1380  HORZ ORDER  -  B
 LA1380  VERT ORDER  -  SECOND    CLASS 0
 LA1380  ELLP ORDER  -  FOURTH    CLASS I
 LA1380
 LA1380.The horizontal coordinates were established by GPS observations
 LA1380.and adjusted by the National Geodetic Survey in April 1998..
 LA1380
 LA1380.The orthometric height was determined by differential leveling
 LA1380.and adjusted by the National Geodetic Survey in June 1991..
 LA1380
 LA1380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA1380
 LA1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA1380
 LA1380.The ellipsoidal height was determined by GPS observations
 LA1380.and is referenced to NAD 83.
 LA1380
 LA1380.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 LA1380;SPC IN E     -   580,687.796    86,583.325   MT  0.99996888   -0 06 09.8
 LA1380;SPC IN E     - 1,905,139.88    284,065.46   sFT  0.99996888   -0 06 09.8
 LA1380;UTM  16      - 4,481,558.971   599,603.478   MT  0.99972212   +0 45 46.4
 LA1380
 LA1380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1380!SPC IN E     -   0.99996406  x   0.99996888  =   0.99993294
 LA1380!UTM  16      -   0.99996406  x   0.99972212  =   0.99968619
 LA1380
 LA1380                          SUPERSEDED SURVEY CONTROL
 LA1380
 LA1380  NAVD 88 (04/10/98)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1380.See file dsdata.txt to determine how the superseded data were derived.
 LA1380
 LA1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9960381559(NAD 83)
 LA1380_MARKER: DB = BENCH MARK DISK
 LA1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1380_STAMPING: G 204 1946
 LA1380_MARK LOGO: CGS   
 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 - July 26, 1998
 LA1380
 LA1380  HISTORY     - Date     Condition        Report By
 LA1380  HISTORY     - 1946     MONUMENTED       CGS
 LA1380  HISTORY     - 19970520 GOOD             NGS
 LA1380  HISTORY     - 19980726 GOOD             WOOLPT
 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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1398 ***********************************************************************
 LA1398  DESIGNATION -  G 205
 LA1398  PID         -  LA1398
 LA1398  STATE/COUNTY-  IN/TIPTON
 LA1398  USGS QUAD   -  OMEGA (1994)
 LA1398
 LA1398                         *CURRENT SURVEY CONTROL
 LA1398  ___________________________________________________________________
 LA1398* NAD 83(1986)-  40 13 08.     (N)    085 58 35.     (W)     SCALED    
 LA1398* NAVD 88     -       259.998  (meters)     853.01   (feet)  ADJUSTED  
 LA1398  ___________________________________________________________________
 LA1398  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 LA1398  DYNAMIC HT  -         259.859 (meters)     852.55  (feet)  COMP
 LA1398  MODELED GRAV-     980,083.2   (mgal)                       NAVD 88
 LA1398
 LA1398  VERT ORDER  -  SECOND    CLASS 0
 LA1398
 LA1398.The horizontal coordinates were scaled from a topographic map and have
 LA1398.an estimated accuracy of +/- 6 seconds.
 LA1398
 LA1398.The orthometric height was determined by differential leveling
 LA1398.and adjusted by the National Geodetic Survey in June 1991..
 LA1398
 LA1398.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1398.See file dsdata.txt to determine how the superseded data were derived.
 LA1398
 LA1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK870525(NAD 83)
 LA1398_MARKER: DB = BENCH MARK DISK
 LA1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1398_STAMPING: G 205 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0289 ***********************************************************************
 ME0289  DESIGNATION -  G 206
 ME0289  PID         -  ME0289
 ME0289  STATE/COUNTY-  IN/MARSHALL
 ME0289  USGS QUAD   -  DONALDSON (1972)
 ME0289
 ME0289                         *CURRENT SURVEY CONTROL
 ME0289  ___________________________________________________________________
 ME0289* NAD 83(1986)-  41 21 31.     (N)    086 25 59.     (W)     SCALED    
 ME0289* NAVD 88     -       242.571  (meters)     795.84   (feet)  ADJUSTED  
 ME0289  ___________________________________________________________________
 ME0289  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0289  DYNAMIC HT  -         242.471 (meters)     795.51  (feet)  COMP
 ME0289  MODELED GRAV-     980,208.2   (mgal)                       NAVD 88
 ME0289
 ME0289  VERT ORDER  -  FIRST     CLASS I
 ME0289
 ME0289.The horizontal coordinates were scaled from a topographic map and have
 ME0289.an estimated accuracy of +/- 6 seconds.
 ME0289
 ME0289.The orthometric height was determined by differential leveling
 ME0289.and adjusted by the National Geodetic Survey in June 1991..
 ME0289
 ME0289.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0289
 ME0289  NGVD 29 (01/19/93)  242.684  (m)          796.21   (f) ADJUSTED    1 1
 ME0289
 ME0289.Superseded values are not recommended for survey control.
 ME0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0289.See file dsdata.txt to determine how the superseded data were derived.
 ME0289
 ME0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL474787(NAD 83)
 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             NGS
 ME0289  HISTORY     - 1984     GOOD             USPSQD
 ME0289  HISTORY     - 1988     GOOD             USPSQD
 ME0289  HISTORY     - 19920907 GOOD             NGS
 ME0289
 ME0289                          STATION DESCRIPTION
 ME0289
 ME0289'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0521 ***********************************************************************
 LB0521  DESIGNATION -  G 207
 LB0521  PID         -  LB0521
 LB0521  STATE/COUNTY-  IN/TIPTON
 LB0521  USGS QUAD   -  KEMPTON (1980)
 LB0521
 LB0521                         *CURRENT SURVEY CONTROL
 LB0521  ___________________________________________________________________
 LB0521* NAD 83(1986)-  40 16 31.     (N)    086 08 54.     (W)     SCALED    
 LB0521* NAVD 88     -       276.632  (meters)     907.58   (feet)  ADJUSTED  
 LB0521  ___________________________________________________________________
 LB0521  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LB0521  DYNAMIC HT  -         276.481 (meters)     907.09  (feet)  COMP
 LB0521  MODELED GRAV-     980,072.7   (mgal)                       NAVD 88
 LB0521
 LB0521  VERT ORDER  -  SECOND    CLASS 0
 LB0521
 LB0521.The horizontal coordinates were scaled from a topographic map and have
 LB0521.an estimated accuracy of +/- 6 seconds.
 LB0521
 LB0521.The orthometric height was determined by differential leveling
 LB0521.and adjusted by the National Geodetic Survey in June 1991..
 LB0521
 LB0521.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0521.See file dsdata.txt to determine how the superseded data were derived.
 LB0521
 LB0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK724586(NAD 83)
 LB0521_MARKER: DB = BENCH MARK DISK
 LB0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0521_STAMPING: G 207 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1438 ***********************************************************************
 LA1438  DESIGNATION -  G 209
 LA1438  PID         -  LA1438
 LA1438  STATE/COUNTY-  IN/MADISON
 LA1438  USGS QUAD   -  LAPEL (1994)
 LA1438
 LA1438                         *CURRENT SURVEY CONTROL
 LA1438  ___________________________________________________________________
 LA1438* NAD 83(1986)-  40 04 41.     (N)    085 49 46.     (W)     SCALED    
 LA1438* NAVD 88     -       262.359  (meters)     860.76   (feet)  ADJUSTED  
 LA1438  ___________________________________________________________________
 LA1438  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 LA1438  DYNAMIC HT  -         262.217 (meters)     860.29  (feet)  COMP
 LA1438  MODELED GRAV-     980,077.0   (mgal)                       NAVD 88
 LA1438
 LA1438  VERT ORDER  -  SECOND    CLASS 0
 LA1438
 LA1438.The horizontal coordinates were scaled from a topographic map and have
 LA1438.an estimated accuracy of +/- 6 seconds.
 LA1438
 LA1438.The orthometric height was determined by differential leveling
 LA1438.and adjusted by the National Geodetic Survey in June 1991..
 LA1438
 LA1438.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1438.See file dsdata.txt to determine how the superseded data were derived.
 LA1438
 LA1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK998370(NAD 83)
 LA1438_MARKER: DB = BENCH MARK DISK
 LA1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1438_STAMPING: G 209 1946
 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 = OCTOBER  6, 2006
 MD0758 ***********************************************************************
 MD0758  DESIGNATION -  G 21
 MD0758  PID         -  MD0758
 MD0758  STATE/COUNTY-  IN/NOBLE
 MD0758  USGS QUAD   -  KENDALLVILLE (1979)
 MD0758
 MD0758                         *CURRENT SURVEY CONTROL
 MD0758  ___________________________________________________________________
 MD0758* NAD 83(1986)-  41 26 40.     (N)    085 16 21.     (W)     SCALED    
 MD0758* NAVD 88     -       296.837  (meters)     973.87   (feet)  ADJUSTED  
 MD0758  ___________________________________________________________________
 MD0758  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 MD0758  DYNAMIC HT  -         296.719 (meters)     973.49  (feet)  COMP
 MD0758  MODELED GRAV-     980,216.6   (mgal)                       NAVD 88
 MD0758
 MD0758  VERT ORDER  -  SECOND    CLASS 0
 MD0758
 MD0758.The horizontal coordinates were scaled from a topographic map and have
 MD0758.an estimated accuracy of +/- 6 seconds.
 MD0758
 MD0758.The orthometric height was determined by differential leveling
 MD0758.and adjusted by the National Geodetic Survey in June 1991..
 MD0758.WARNING-Repeat measurements at this control monument indicate possible
 MD0758.vertical movement.
 MD0758
 MD0758.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0758.See file dsdata.txt to determine how the superseded data were derived.
 MD0758
 MD0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL443895(NAD 83)
 MD0758_MARKER: DB = BENCH MARK DISK
 MD0758_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0758_SP_SET: FOUNDATION
 MD0758_STAMPING: G 21 1934
 MD0758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0758
 MD0758  HISTORY     - Date     Condition        Report By
 MD0758  HISTORY     - 1934     MONUMENTED       CGS
 MD0758  HISTORY     - 1963     GOOD             NGS
 MD0758
 MD0758                          STATION DESCRIPTION
 MD0758
 MD0758'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0481 ***********************************************************************
 LB0481  DESIGNATION -  G 211
 LB0481  PID         -  LB0481
 LB0481  STATE/COUNTY-  IN/HAMILTON
 LB0481  USGS QUAD   -  SHERIDAN (1992)
 LB0481
 LB0481                         *CURRENT SURVEY CONTROL
 LB0481  ___________________________________________________________________
 LB0481* NAD 83(1986)-  40 09 56.     (N)    086 14 06.     (W)     SCALED    
 LB0481* NAVD 88     -       285.600  (meters)     937.01   (feet)  ADJUSTED  
 LB0481  ___________________________________________________________________
 LB0481  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 LB0481  DYNAMIC HT  -         285.442 (meters)     936.49  (feet)  COMP
 LB0481  MODELED GRAV-     980,064.9   (mgal)                       NAVD 88
 LB0481
 LB0481  VERT ORDER  -  SECOND    CLASS 0
 LB0481
 LB0481.The horizontal coordinates were scaled from a topographic map and have
 LB0481.an estimated accuracy of +/- 6 seconds.
 LB0481
 LB0481.The orthometric height was determined by differential leveling
 LB0481.and adjusted by the National Geodetic Survey in June 1991..
 LB0481
 LB0481.The geoid height was determined by GEOID03.
 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     -   546,060.       51,590.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0481.See file dsdata.txt to determine how the superseded data were derived.
 LB0481
 LB0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK651464(NAD 83)
 LB0481_MARKER: DB = BENCH MARK DISK
 LB0481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0481_SP_SET: BOX CULVERT HEADWALL
 LB0481_STAMPING: G 211 1946
 LB0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0481
 LB0481  HISTORY     - Date     Condition        Report By
 LB0481  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0562 ***********************************************************************
 LB0562  DESIGNATION -  G 212
 LB0562  PID         -  LB0562
 LB0562  STATE/COUNTY-  IN/HAMILTON
 LB0562  USGS QUAD   -  NOBLESVILLE (1992)
 LB0562
 LB0562                         *CURRENT SURVEY CONTROL
 LB0562  ___________________________________________________________________
 LB0562* NAD 83(1986)-  40 02 49.     (N)    086 01 02.     (W)     SCALED    
 LB0562* NAVD 88     -       234.574  (meters)     769.60   (feet)  ADJUSTED  
 LB0562  ___________________________________________________________________
 LB0562  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 LB0562  DYNAMIC HT  -         234.446 (meters)     769.18  (feet)  COMP
 LB0562  MODELED GRAV-     980,073.6   (mgal)                       NAVD 88
 LB0562
 LB0562  VERT ORDER  -  SECOND    CLASS 0
 LB0562
 LB0562.The horizontal coordinates were scaled from a topographic map and have
 LB0562.an estimated accuracy of +/- 6 seconds.
 LB0562
 LB0562.The orthometric height was determined by differential leveling
 LB0562.and adjusted by the National Geodetic Survey in June 1991..
 LB0562
 LB0562.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0562.See file dsdata.txt to determine how the superseded data were derived.
 LB0562
 LB0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK838334(NAD 83)
 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_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 = OCTOBER  6, 2006
 LA0976 ***********************************************************************
 LA0976  DESIGNATION -  G 213
 LA0976  PID         -  LA0976
 LA0976  STATE/COUNTY-  IN/HUNTINGTON
 LA0976  USGS QUAD   -  WARREN (1994)
 LA0976
 LA0976                         *CURRENT SURVEY CONTROL
 LA0976  ___________________________________________________________________
 LA0976* NAD 83(1986)-  40 44 30.     (N)    085 25 49.     (W)     SCALED    
 LA0976* NAVD 88     -       261.428  (meters)     857.70   (feet)  ADJUSTED  
 LA0976  ___________________________________________________________________
 LA0976  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 LA0976  DYNAMIC HT  -         261.301 (meters)     857.28  (feet)  COMP
 LA0976  MODELED GRAV-     980,130.9   (mgal)                       NAVD 88
 LA0976
 LA0976  VERT ORDER  -  SECOND    CLASS 0
 LA0976
 LA0976.The horizontal coordinates were scaled from a topographic map and have
 LA0976.an estimated accuracy of +/- 6 seconds.
 LA0976
 LA0976.The orthometric height was determined by differential leveling
 LA0976.and adjusted by the National Geodetic Survey in June 1991..
 LA0976
 LA0976.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0976.See file dsdata.txt to determine how the superseded data were derived.
 LA0976
 LA0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL325112(NAD 83)
 LA0976_MARKER: DB = BENCH MARK DISK
 LA0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0976_STAMPING: G 213 1947
 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 = OCTOBER  6, 2006
 LA0908 ***********************************************************************
 LA0908  DESIGNATION -  G 214
 LA0908  PID         -  LA0908
 LA0908  STATE/COUNTY-  IN/HUNTINGTON
 LA0908  USGS QUAD   -  LIBERTY CENTER (1962)
 LA0908
 LA0908                         *CURRENT SURVEY CONTROL
 LA0908  ___________________________________________________________________
 LA0908* NAD 83(1986)-  40 42 43.     (N)    085 22 23.     (W)     SCALED    
 LA0908* NAVD 88     -       259.203  (meters)     850.40   (feet)  ADJUSTED  
 LA0908  ___________________________________________________________________
 LA0908  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 LA0908  DYNAMIC HT  -         259.076 (meters)     849.99  (feet)  COMP
 LA0908  MODELED GRAV-     980,127.9   (mgal)                       NAVD 88
 LA0908
 LA0908  VERT ORDER  -  SECOND    CLASS 0
 LA0908
 LA0908.The horizontal coordinates were scaled from a topographic map and have
 LA0908.an estimated accuracy of +/- 6 seconds.
 LA0908
 LA0908.The orthometric height was determined by differential leveling
 LA0908.and adjusted by the National Geodetic Survey in June 1991..
 LA0908
 LA0908.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0908.See file dsdata.txt to determine how the superseded data were derived.
 LA0908
 LA0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL374080(NAD 83)
 LA0908_MARKER: DB = BENCH MARK DISK
 LA0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0908_STAMPING: G 214 1947
 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 = OCTOBER  6, 2006
 LA0940 ***********************************************************************
 LA0940  CBN         -  This is a Cooperative Base Network Control Station.
 LA0940  DESIGNATION -  G 215
 LA0940  PID         -  LA0940
 LA0940  STATE/COUNTY-  IN/BLACKFORD
 LA0940  USGS QUAD   -  MONTPELIER (1962)
 LA0940
 LA0940                         *CURRENT SURVEY CONTROL
 LA0940  ___________________________________________________________________
 LA0940* NAD 83(1997)-  40 33 07.81904(N)    085 21 08.16321(W)     ADJUSTED  
 LA0940* NAVD 88     -       267.130  (meters)     876.41   (feet)  ADJUSTED  
 LA0940  ___________________________________________________________________
 LA0940  X           -     393,255.264 (meters)                     COMP
 LA0940  Y           -  -4,837,288.793 (meters)                     COMP
 LA0940  Z           -   4,124,915.043 (meters)                     COMP
 LA0940  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 LA0940  ELLIP HEIGHT-         233.05  (meters)          (04/10/98) GPS OBS
 LA0940  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 LA0940  DYNAMIC HT  -         266.994 (meters)     875.96  (feet)  COMP
 LA0940  MODELED GRAV-     980,110.3   (mgal)                       NAVD 88
 LA0940
 LA0940  HORZ ORDER  -  B
 LA0940  VERT ORDER  -  SECOND    CLASS 0
 LA0940  ELLP ORDER  -  FOURTH    CLASS I
 LA0940
 LA0940.The horizontal coordinates were established by GPS observations
 LA0940.and adjusted by the National Geodetic Survey in April 1998..
 LA0940
 LA0940.The orthometric height was determined by differential leveling
 LA0940.and adjusted by the National Geodetic Survey in June 1991..
 LA0940
 LA0940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA0940
 LA0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA0940
 LA0940.The ellipsoidal height was determined by GPS observations
 LA0940.and is referenced to NAD 83.
 LA0940
 LA0940.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 LA0940;SPC IN E     -   588,876.237   126,629.385   MT  0.99997539   +0 12 15.9
 LA0940;SPC IN E     - 1,932,004.79    415,449.91   sFT  0.99997539   +0 12 15.9
 LA0940;UTM  16      - 4,490,350.271   639,513.520   MT  0.99983959   +1 04 17.1
 LA0940
 LA0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0940!SPC IN E     -   0.99996344  x   0.99997539  =   0.99993883
 LA0940!UTM  16      -   0.99996344  x   0.99983959  =   0.99980304
 LA0940
 LA0940                          SUPERSEDED SURVEY CONTROL
 LA0940
 LA0940  NAVD 88 (04/10/98)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0940.See file dsdata.txt to determine how the superseded data were derived.
 LA0940
 LA0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3951490350(NAD 83)
 LA0940_MARKER: DB = BENCH MARK DISK
 LA0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0940_SP_SET: 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 = OCTOBER  6, 2006
 LA0959 ***********************************************************************
 LA0959  DESIGNATION -  G 216
 LA0959  PID         -  LA0959
 LA0959  STATE/COUNTY-  IN/WELLS
 LA0959  USGS QUAD   -  LIBERTY CENTER (1962)
 LA0959
 LA0959                         *CURRENT SURVEY CONTROL
 LA0959  ___________________________________________________________________
 LA0959* NAD 83(1986)-  40 39 16.     (N)    085 20 04.     (W)     SCALED    
 LA0959* NAVD 88     -       261.827  (meters)     859.01   (feet)  ADJUSTED  
 LA0959  ___________________________________________________________________
 LA0959  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 LA0959  DYNAMIC HT  -         261.697 (meters)     858.58  (feet)  COMP
 LA0959  MODELED GRAV-     980,121.7   (mgal)                       NAVD 88
 LA0959
 LA0959  VERT ORDER  -  SECOND    CLASS 0
 LA0959
 LA0959.The horizontal coordinates were scaled from a topographic map and have
 LA0959.an estimated accuracy of +/- 6 seconds.
 LA0959
 LA0959.The orthometric height was determined by differential leveling
 LA0959.and adjusted by the National Geodetic Survey in June 1991..
 LA0959
 LA0959.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0959.See file dsdata.txt to determine how the superseded data were derived.
 LA0959
 LA0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL408017(NAD 83)
 LA0959_MARKER: DB = BENCH MARK DISK
 LA0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0959_STAMPING: G 216 1947
 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             NGS
 LA0959
 LA0959                          STATION DESCRIPTION
 LA0959
 LA0959'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1502 ***********************************************************************
 LA1502  DESIGNATION -  G 217
 LA1502  PID         -  LA1502
 LA1502  STATE/COUNTY-  IN/GRANT
 LA1502  USGS QUAD   -  GAS CITY (1994)
 LA1502
 LA1502                         *CURRENT SURVEY CONTROL
 LA1502  ___________________________________________________________________
 LA1502* NAD 83(1986)-  40 23 24.     (N)    085 30 35.     (W)     SCALED    
 LA1502* NAVD 88     -       268.111  (meters)     879.63   (feet)  ADJUSTED  
 LA1502  ___________________________________________________________________
 LA1502  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 LA1502  DYNAMIC HT  -         267.973 (meters)     879.17  (feet)  COMP
 LA1502  MODELED GRAV-     980,105.3   (mgal)                       NAVD 88
 LA1502
 LA1502  VERT ORDER  -  SECOND    CLASS 0
 LA1502
 LA1502.The horizontal coordinates were scaled from a topographic map and have
 LA1502.an estimated accuracy of +/- 6 seconds.
 LA1502
 LA1502.The orthometric height was determined by differential leveling
 LA1502.and adjusted by the National Geodetic Survey in June 1991..
 LA1502
 LA1502.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1502.See file dsdata.txt to determine how the superseded data were derived.
 LA1502
 LA1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK264721(NAD 83)
 LA1502_MARKER: DB = BENCH MARK DISK
 LA1502_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1502_SP_SET: BUILDING
 LA1502_STAMPING: G 217 1947
 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 = OCTOBER  6, 2006
 LA1522 ***********************************************************************
 LA1522  DESIGNATION -  G 218
 LA1522  PID         -  LA1522
 LA1522  STATE/COUNTY-  IN/DELAWARE
 LA1522  USGS QUAD   -  GASTON (1994)
 LA1522
 LA1522                         *CURRENT SURVEY CONTROL
 LA1522  ___________________________________________________________________
 LA1522* NAD 83(1986)-  40 15 46.     (N)    085 34 34.     (W)     SCALED    
 LA1522* NAVD 88     -       273.927  (meters)     898.71   (feet)  ADJUSTED  
 LA1522  ___________________________________________________________________
 LA1522  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 LA1522  DYNAMIC HT  -         273.784 (meters)     898.24  (feet)  COMP
 LA1522  MODELED GRAV-     980,096.2   (mgal)                       NAVD 88
 LA1522
 LA1522  VERT ORDER  -  SECOND    CLASS 0
 LA1522
 LA1522.The horizontal coordinates were scaled from a topographic map and have
 LA1522.an estimated accuracy of +/- 6 seconds.
 LA1522
 LA1522.The orthometric height was determined by differential leveling
 LA1522.and adjusted by the National Geodetic Survey in June 1991..
 LA1522
 LA1522.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1522.See file dsdata.txt to determine how the superseded data were derived.
 LA1522
 LA1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK210578(NAD 83)
 LA1522_MARKER: DB = BENCH MARK DISK
 LA1522_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1522_SP_SET: BRIDGE
 LA1522_STAMPING: G 218 1947
 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 = OCTOBER  6, 2006
 LA1223 ***********************************************************************
 LA1223  DESIGNATION -  G 219
 LA1223  PID         -  LA1223
 LA1223  STATE/COUNTY-  IN/DELAWARE
 LA1223  USGS QUAD   -  MUNCIE WEST (1992)
 LA1223
 LA1223                         *CURRENT SURVEY CONTROL
 LA1223  ___________________________________________________________________
 LA1223* NAD 83(1986)-  40 14 12.     (N)    085 23 13.     (W)     SCALED    
 LA1223* NAVD 88     -       285.861  (meters)     937.86   (feet)  ADJUSTED  
 LA1223  ___________________________________________________________________
 LA1223  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 LA1223  DYNAMIC HT  -         285.710 (meters)     937.37  (feet)  COMP
 LA1223  MODELED GRAV-     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 topographic map and have
 LA1223.an estimated accuracy of +/- 6 seconds.
 LA1223
 LA1223.The orthometric height was determined by differential leveling
 LA1223.and adjusted by the National Geodetic Survey in June 1991..
 LA1223
 LA1223.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1223.See file dsdata.txt to determine how the superseded data were derived.
 LA1223
 LA1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK372552(NAD 83)
 LA1223_MARKER: DB = BENCH MARK DISK
 LA1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1223_STAMPING: G 219 1947
 LA1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1223+STABILITY: SURFACE MOTION
 LA1223
 LA1223  HISTORY     - Date     Condition        Report By
 LA1223  HISTORY     - 1947     MONUMENTED       CGS
 LA1223  HISTORY     - 1970     GOOD             NGS
 LA1223  HISTORY     - 1974     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0618 ***********************************************************************
 MD0618  DESIGNATION -  G 22
 MD0618  PID         -  MD0618
 MD0618  STATE/COUNTY-  IN/DE KALB
 MD0618  USGS QUAD   -  ASHLEY (1993)
 MD0618
 MD0618                         *CURRENT SURVEY CONTROL
 MD0618  ___________________________________________________________________
 MD0618* NAD 83(1986)-  41 30 47.     (N)    085 01 17.     (W)     SCALED    
 MD0618* NAVD 88     -       305.813  (meters)    1003.32   (feet)  ADJUSTED  
 MD0618  ___________________________________________________________________
 MD0618  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 MD0618  DYNAMIC HT  -         305.696 (meters)    1002.94  (feet)  COMP
 MD0618  MODELED GRAV-     980,231.0   (mgal)                       NAVD 88
 MD0618
 MD0618  VERT ORDER  -  SECOND    CLASS 0
 MD0618
 MD0618.The horizontal coordinates were scaled from a topographic map and have
 MD0618.an estimated accuracy of +/- 6 seconds.
 MD0618
 MD0618.The orthometric height was determined by differential leveling
 MD0618.and adjusted by the National Geodetic Survey in June 1991..
 MD0618
 MD0618.The geoid height was determined by GEOID03.
 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     -   695,740.      153,870.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0618.See file dsdata.txt to determine how the superseded data were derived.
 MD0618
 MD0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL651976(NAD 83)
 MD0618_MARKER: DB = BENCH MARK DISK
 MD0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0618_STAMPING: G 22 1934
 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             NGS
 MD0618  HISTORY     - 1965     GOOD             INHD
 MD0618
 MD0618                          STATION DESCRIPTION
 MD0618
 MD0618'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1246 ***********************************************************************
 LA1246  DESIGNATION -  G 220
 LA1246  PID         -  LA1246
 LA1246  STATE/COUNTY-  IN/BLACKFORD
 LA1246  USGS QUAD   -  HARTFORD CITY EAST (1994)
 LA1246
 LA1246                         *CURRENT SURVEY CONTROL
 LA1246  ___________________________________________________________________
 LA1246* NAD 83(1986)-  40 25 14.     (N)    085 16 34.     (W)     SCALED    
 LA1246* NAVD 88     -       284.021  (meters)     931.83   (feet)  ADJUSTED  
 LA1246  ___________________________________________________________________
 LA1246  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 LA1246  DYNAMIC HT  -         283.876 (meters)     931.35  (feet)  COMP
 LA1246  MODELED GRAV-     980,106.9   (mgal)                       NAVD 88
 LA1246
 LA1246  VERT ORDER  -  SECOND    CLASS 0
 LA1246
 LA1246.The horizontal coordinates were scaled from a topographic map and have
 LA1246.an estimated accuracy of +/- 6 seconds.
 LA1246
 LA1246.The orthometric height was determined by differential leveling
 LA1246.and adjusted by the National Geodetic Survey in June 1991..
 LA1246
 LA1246.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1246.See file dsdata.txt to determine how the superseded data were derived.
 LA1246
 LA1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK462758(NAD 83)
 LA1246_MARKER: DB = BENCH MARK DISK
 LA1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1246_STAMPING: G 220 1947
 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 = OCTOBER  6, 2006
 MD0547 ***********************************************************************
 MD0547  DESIGNATION -  G 221
 MD0547  PID         -  MD0547
 MD0547  STATE/COUNTY-  IN/ALLEN
 MD0547  USGS QUAD   -  MAPLES (1992)
 MD0547
 MD0547                         *CURRENT SURVEY CONTROL
 MD0547  ___________________________________________________________________
 MD0547* NAD 83(1986)-  41 04 19.     (N)    084 58 54.     (W)     SCALED    
 MD0547* NAVD 88     -       233.422  (meters)     765.82   (feet)  ADJUSTED  
 MD0547  ___________________________________________________________________
 MD0547  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 MD0547  DYNAMIC HT  -         233.328 (meters)     765.51  (feet)  COMP
 MD0547  MODELED GRAV-     980,212.2   (mgal)                       NAVD 88
 MD0547
 MD0547  VERT ORDER  -  FIRST     CLASS II
 MD0547
 MD0547.The horizontal coordinates were scaled from a topographic map and have
 MD0547.an estimated accuracy of +/- 6 seconds.
 MD0547
 MD0547.The orthometric height was determined by differential leveling
 MD0547.and adjusted by the National Geodetic Survey in April 1995..
 MD0547
 MD0547.The geoid height was determined by GEOID03.
 MD0547
 MD0547.The dynamic height is computed by dividing the NAVD 88
 MD0547.geopotential number by the normal gravity value computed on the
 MD0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0547.degrees latitude (g = 980.6199 gals.).
 MD0547
 MD0547.The modeled gravity was interpolated from observed gravity values.
 MD0547
 MD0547;                    North         East    Units  Estimated Accuracy
 MD0547;SPC IN E     -   646,770.      157,570.      MT  (+/- 180 meters Scaled)
 MD0547
 MD0547                          SUPERSEDED SURVEY CONTROL
 MD0547
 MD0547  NAVD 88 (06/15/91)  233.430  (m)          765.84   (f) UNKNOWN     1 2
 MD0547  NGVD 29 (01/19/93)  233.579  (m)          766.33   (f) ADJUSTED    1 2
 MD0547
 MD0547.Superseded values are not recommended for survey control.
 MD0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0547.See file dsdata.txt to determine how the superseded data were derived.
 MD0547
 MD0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL695487(NAD 83)
 MD0547_MARKER: DB = BENCH MARK DISK
 MD0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0547_SP_SET: CONCRETE POST
 MD0547_STAMPING: G 221 1947
 MD0547_MARK LOGO: CGS   
 MD0547_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0547+STABILITY: SURFACE MOTION
 MD0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0547+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1992
 MD0547
 MD0547  HISTORY     - Date     Condition        Report By
 MD0547  HISTORY     - 1947     MONUMENTED       CGS
 MD0547  HISTORY     - 1968     GOOD             NGS
 MD0547  HISTORY     - 19921015 GOOD             NGS
 MD0547
 MD0547                          STATION DESCRIPTION
 MD0547
 MD0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MD0547'1.9 MI E FROM NEW HAVEN.
 MD0547'ABOUT 1.9 MILES EAST ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 MD0547'U.S. HIGHWAY 24 LEADING NORTH AT NEW HAVEN, ALONG THE NORFOLK
 MD0547'AND WESTERN RAILWAY, NEAR THE INTERSECTION OF DOYLE ROAD, 311
 MD0547'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 55 FEET NORTHWEST
 MD0547'OF THE CENTER OF THE CROSSING OF DOYLE ROAD AND THE MAIN TRACK OF
 MD0547'THE N AND W RY, 26 FEET WEST OF THE CENTER LINE OF DOYLE ROAD, 23
 MD0547'FEET NORTHEAST OF MILEPOST CHI 160 BUF 363, 12 1/2 FEET SOUTHWEST
 MD0547'OF POWER LINE POLE 1392 14A, 46 FEET NORTH OF THE NORTH RAIL
 MD0547'OF THE MAIN TRACK, 1 1/2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 2
 MD0547'FEET EAST OF A METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF THE
 MD0547'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 MD0547'THE LEVEL OF THE GROUND.
 MD0547
 MD0547                          STATION RECOVERY (1992)
 MD0547
 MD0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0547'3.0 KM (1.85 MI) EASTERLY ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 MD0547'U.S. HIGHWAY 24 IN NEW HAVEN, 100.0 M (328.1 FT) NORTH OF THE
 MD0547'HIGHWAY CENTERLINE, 10.2 M (33.5 FT) NORTH OF THE NEAR RAIL OF THE
 MD0547'NORFOLK SOUTHERN RAILROAD, 7.9 M (25.9 FT) WEST OF THE CENTER OF
 MD0547'DOYLE ROAD, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE TRACK, 0.9 M (3.0
 MD0547'FT) SOUTH OF A FENCE, 0.5 M (1.6 FT) EAST OF A WITNESS POST, AND THE
 MD0547'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0849 ***********************************************************************
 LA0849  DESIGNATION -  G 222
 LA0849  PID         -  LA0849
 LA0849  STATE/COUNTY-  IN/ALLEN
 LA0849  USGS QUAD   -  OSSIAN (1981)
 LA0849
 LA0849                         *CURRENT SURVEY CONTROL
 LA0849  ___________________________________________________________________
 LA0849* NAD 83(1986)-  40 55 53.     (N)    085 09 22.     (W)     SCALED    
 LA0849* NAVD 88     -       245.583  (meters)     805.72   (feet)  ADJUSTED  
 LA0849  ___________________________________________________________________
 LA0849  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 LA0849  DYNAMIC HT  -         245.475 (meters)     805.36  (feet)  COMP
 LA0849  MODELED GRAV-     980,179.4   (mgal)                       NAVD 88
 LA0849
 LA0849  VERT ORDER  -  SECOND    CLASS 0
 LA0849
 LA0849.The horizontal coordinates were scaled from a topographic map and have
 LA0849.an estimated accuracy of +/- 6 seconds.
 LA0849
 LA0849.The orthometric height was determined by differential leveling
 LA0849.and adjusted by the National Geodetic Survey in June 1991..
 LA0849
 LA0849.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0849.See file dsdata.txt to determine how the superseded data were derived.
 LA0849
 LA0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL552327(NAD 83)
 LA0849_MARKER: DB = BENCH MARK DISK
 LA0849_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0849_SP_SET: ABUTMENT
 LA0849_STAMPING: G 222 1947
 LA0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0849
 LA0849  HISTORY     - Date     Condition        Report By
 LA0849  HISTORY     - 1947     MONUMENTED       CGS
 LA0849  HISTORY     - 1968     GOOD             NGS
 LA0849
 LA0849                          STATION DESCRIPTION
 LA0849
 LA0849'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0699 ***********************************************************************
 LA0699  DESIGNATION -  G 223
 LA0699  PID         -  LA0699
 LA0699  STATE/COUNTY-  IN/ADAMS
 LA0699  USGS QUAD   -  HOAGLAND (1994)
 LA0699
 LA0699                         *CURRENT SURVEY CONTROL
 LA0699  ___________________________________________________________________
 LA0699* NAD 83(1986)-  40 52 33.     (N)    084 56 18.     (W)     SCALED    
 LA0699* NAVD 88     -       247.377  (meters)     811.60   (feet)  ADJUSTED  
 LA0699  ___________________________________________________________________
 LA0699  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 LA0699  DYNAMIC HT  -         247.270 (meters)     811.25  (feet)  COMP
 LA0699  MODELED GRAV-     980,184.8   (mgal)                       NAVD 88
 LA0699
 LA0699  VERT ORDER  -  SECOND    CLASS 0
 LA0699
 LA0699.The horizontal coordinates were scaled from a topographic map and have
 LA0699.an estimated accuracy of +/- 6 seconds.
 LA0699
 LA0699.The orthometric height was determined by differential leveling
 LA0699.and adjusted by the National Geodetic Survey in June 1991..
 LA0699
 LA0699.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0699.See file dsdata.txt to determine how the superseded data were derived.
 LA0699
 LA0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL737270(NAD 83)
 LA0699_MARKER: DB = BENCH MARK DISK
 LA0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0699_STAMPING: G 223 1947
 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 = OCTOBER  6, 2006
 LA0841 ***********************************************************************
 LA0841  DESIGNATION -  G 224
 LA0841  PID         -  LA0841
 LA0841  STATE/COUNTY-  IN/WELLS
 LA0841  USGS QUAD   -  BLUFFTON (1988)
 LA0841
 LA0841                         *CURRENT SURVEY CONTROL
 LA0841  ___________________________________________________________________
 LA0841* NAD 83(1986)-  40 44 33.     (N)    085 08 10.     (W)     SCALED    
 LA0841* NAVD 88     -       257.432  (meters)     844.59   (feet)  ADJUSTED  
 LA0841  ___________________________________________________________________
 LA0841  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 LA0841  DYNAMIC HT  -         257.310 (meters)     844.19  (feet)  COMP
 LA0841  MODELED GRAV-     980,144.5   (mgal)                       NAVD 88
 LA0841
 LA0841  VERT ORDER  -  SECOND    CLASS 0
 LA0841
 LA0841.The horizontal coordinates were scaled from a topographic map and have
 LA0841.an estimated accuracy of +/- 6 seconds.
 LA0841
 LA0841.The orthometric height was determined by differential leveling
 LA0841.and adjusted by the National Geodetic Survey in June 1991..
 LA0841
 LA0841.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0841.See file dsdata.txt to determine how the superseded data were derived.
 LA0841
 LA0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL573118(NAD 83)
 LA0841_MARKER: DB = BENCH MARK DISK
 LA0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0841_STAMPING: G 224 1947
 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 = OCTOBER  6, 2006
 LA0835 ***********************************************************************
 LA0835  DESIGNATION -  G 225
 LA0835  PID         -  LA0835
 LA0835  STATE/COUNTY-  IN/WELLS
 LA0835  USGS QUAD   -  LINN GROVE (1994)
 LA0835
 LA0835                         *CURRENT SURVEY CONTROL
 LA0835  ___________________________________________________________________
 LA0835* NAD 83(1986)-  40 39 19.     (N)    085 05 19.     (W)     SCALED    
 LA0835* NAVD 88     -       253.812  (meters)     832.71   (feet)  ADJUSTED  
 LA0835  ___________________________________________________________________
 LA0835  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 LA0835  DYNAMIC HT  -         253.689 (meters)     832.31  (feet)  COMP
 LA0835  MODELED GRAV-     980,135.8   (mgal)                       NAVD 88
 LA0835
 LA0835  VERT ORDER  -  SECOND    CLASS 0
 LA0835
 LA0835.The horizontal coordinates were scaled from a topographic map and have
 LA0835.an estimated accuracy of +/- 6 seconds.
 LA0835
 LA0835.The orthometric height was determined by differential leveling
 LA0835.and adjusted by the National Geodetic Survey in June 1991..
 LA0835
 LA0835.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0835.See file dsdata.txt to determine how the superseded data were derived.
 LA0835
 LA0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL615022(NAD 83)
 LA0835_MARKER: DB = BENCH MARK DISK
 LA0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0835_STAMPING: G 225 1947
 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 = OCTOBER  6, 2006
 LA0647 ***********************************************************************
 LA0647  DESIGNATION -  G 226
 LA0647  PID         -  LA0647
 LA0647  STATE/COUNTY-  IN/JAY
 LA0647  USGS QUAD   -  GENEVA (1994)
 LA0647
 LA0647                         *CURRENT SURVEY CONTROL
 LA0647  ___________________________________________________________________
 LA0647* NAD 83(1986)-  40 32 27.     (N)    084 57 50.     (W)     SCALED    
 LA0647* NAVD 88     -       264.344  (meters)     867.27   (feet)  ADJUSTED  
 LA0647  ___________________________________________________________________
 LA0647  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 LA0647  DYNAMIC HT  -         264.216 (meters)     866.85  (feet)  COMP
 LA0647  MODELED GRAV-     980,133.2   (mgal)                       NAVD 88
 LA0647
 LA0647  VERT ORDER  -  SECOND    CLASS 0
 LA0647
 LA0647.The horizontal coordinates were scaled from a topographic map and have
 LA0647.an estimated accuracy of +/- 6 seconds.
 LA0647
 LA0647.The orthometric height was determined by differential leveling
 LA0647.and adjusted by the National Geodetic Survey in June 1991..
 LA0647
 LA0647.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0647.See file dsdata.txt to determine how the superseded data were derived.
 LA0647
 LA0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK724897(NAD 83)
 LA0647_MARKER: DB = BENCH MARK DISK
 LA0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0647_STAMPING: G 226 1947
 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 = OCTOBER  6, 2006
 LA0445 ***********************************************************************
 LA0445  DESIGNATION -  G 228
 LA0445  PID         -  LA0445
 LA0445  STATE/COUNTY-  IN/RANDOLPH
 LA0445  USGS QUAD   -  SPARTANBURG (1992)
 LA0445
 LA0445                         *CURRENT SURVEY CONTROL
 LA0445  ___________________________________________________________________
 LA0445* NAD 83(1986)-  40 04 42.     (N)    084 49 41.     (W)     SCALED    
 LA0445* NAVD 88     -       352.370  (meters)    1156.07   (feet)  ADJUSTED  
 LA0445  ___________________________________________________________________
 LA0445  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 LA0445  DYNAMIC HT  -         352.175 (meters)    1155.43  (feet)  COMP
 LA0445  MODELED GRAV-     980,060.7   (mgal)                       NAVD 88
 LA0445
 LA0445  VERT ORDER  -  SECOND    CLASS 0
 LA0445
 LA0445.The horizontal coordinates were scaled from a topographic map and have
 LA0445.an estimated accuracy of +/- 6 seconds.
 LA0445
 LA0445.The orthometric height was determined by differential leveling
 LA0445.and adjusted by the National Geodetic Survey in June 1991..
 LA0445
 LA0445.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0445.See file dsdata.txt to determine how the superseded data were derived.
 LA0445
 LA0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK851387(NAD 83)
 LA0445_MARKER: DB = BENCH MARK DISK
 LA0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0445_STAMPING: G 228 1947
 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 = OCTOBER  6, 2006
 LA0417 ***********************************************************************
 LA0417  DESIGNATION -  G 229
 LA0417  PID         -  LA0417
 LA0417  STATE/COUNTY-  IN/RANDOLPH
 LA0417  USGS QUAD   -  LYNN (1994)
 LA0417
 LA0417                         *CURRENT SURVEY CONTROL
 LA0417  ___________________________________________________________________
 LA0417* NAD 83(1986)-  40 04 40.     (N)    084 59 27.     (W)     SCALED    
 LA0417* NAVD 88     -       361.825  (meters)    1187.09   (feet)  ADJUSTED  
 LA0417  ___________________________________________________________________
 LA0417  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 LA0417  DYNAMIC HT  -         361.620 (meters)    1186.41  (feet)  COMP
 LA0417  MODELED GRAV-     980,051.1   (mgal)                       NAVD 88
 LA0417
 LA0417  VERT ORDER  -  SECOND    CLASS 0
 LA0417
 LA0417.The horizontal coordinates were scaled from a topographic map and have
 LA0417.an estimated accuracy of +/- 6 seconds.
 LA0417
 LA0417.The orthometric height was determined by differential leveling
 LA0417.and adjusted by the National Geodetic Survey in June 1991..
 LA0417
 LA0417.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0417.See file dsdata.txt to determine how the superseded data were derived.
 LA0417
 LA0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK713383(NAD 83)
 LA0417_MARKER: DB = BENCH MARK DISK
 LA0417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0417_SP_SET: CULVERT
 LA0417_STAMPING: G 229 1947
 LA0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA0801 ***********************************************************************
 LA0801  DESIGNATION -  G 23
 LA0801  PID         -  LA0801
 LA0801  STATE/COUNTY-  IN/WELLS
 LA0801  USGS QUAD   -  UNIONDALE (1988)
 LA0801
 LA0801                         *CURRENT SURVEY CONTROL
 LA0801  ___________________________________________________________________
 LA0801* NAD 83(1986)-  40 50 31.     (N)    085 09 59.     (W)     SCALED    
 LA0801* NAVD 88     -       258.231  (meters)     847.21   (feet)  ADJUSTED  
 LA0801  ___________________________________________________________________
 LA0801  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 LA0801  DYNAMIC HT  -         258.113 (meters)     846.83  (feet)  COMP
 LA0801  MODELED GRAV-     980,158.5   (mgal)                       NAVD 88
 LA0801
 LA0801  VERT ORDER  -  SECOND    CLASS 0
 LA0801
 LA0801.The horizontal coordinates were scaled from a topographic map and have
 LA0801.an estimated accuracy of +/- 6 seconds.
 LA0801
 LA0801.The orthometric height was determined by differential leveling
 LA0801.and adjusted by the National Geodetic Survey in June 1991..
 LA0801.WARNING-Repeat measurements at this control monument indicate possible
 LA0801.vertical movement.
 LA0801
 LA0801.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0801.See file dsdata.txt to determine how the superseded data were derived.
 LA0801
 LA0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL545228(NAD 83)
 LA0801_MARKER: DB = BENCH MARK DISK
 LA0801_SETTING: 0 = UNSPECIFIED SETTING
 LA0801_STAMPING: G-23-1946
 LA0801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0801
 LA0801  HISTORY     - Date     Condition        Report By
 LA0801  HISTORY     - 1946     MONUMENTED       CGS
 LA0801  HISTORY     - 1968     GOOD             NGS
 LA0801
 LA0801                          STATION DESCRIPTION
 LA0801
 LA0801'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1159 ***********************************************************************
 JZ1159  DESIGNATION -  G 230
 JZ1159  PID         -  JZ1159
 JZ1159  STATE/COUNTY-  IN/WAYNE
 JZ1159  USGS QUAD   -  FOUNTAIN CITY (1960)
 JZ1159
 JZ1159                         *CURRENT SURVEY CONTROL
 JZ1159  ___________________________________________________________________
 JZ1159* NAD 83(1986)-  39 56 52.     (N)    084 54 33.     (W)     SCALED    
 JZ1159* NAVD 88     -       333.694  (meters)    1094.79   (feet)  ADJUSTED  
 JZ1159  ___________________________________________________________________
 JZ1159  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JZ1159  DYNAMIC HT  -         333.502 (meters)    1094.16  (feet)  COMP
 JZ1159  MODELED GRAV-     980,042.7   (mgal)                       NAVD 88
 JZ1159
 JZ1159  VERT ORDER  -  SECOND    CLASS 0
 JZ1159
 JZ1159.The horizontal coordinates were scaled from a topographic map and have
 JZ1159.an estimated accuracy of +/- 6 seconds.
 JZ1159
 JZ1159.The orthometric height was determined by differential leveling
 JZ1159.and adjusted by the National Geodetic Survey in June 1991..
 JZ1159
 JZ1159.The geoid height was determined by GEOID03.
 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     -   521,990.      164,730.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1159.See file dsdata.txt to determine how the superseded data were derived.
 JZ1159
 JZ1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK786240(NAD 83)
 JZ1159_MARKER: DB = BENCH MARK DISK
 JZ1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1159_STAMPING: G 230 1947
 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 = OCTOBER  6, 2006
 LA1099 ***********************************************************************
 LA1099  DESIGNATION -  G 231
 LA1099  PID         -  LA1099
 LA1099  STATE/COUNTY-  IN/JAY
 LA1099  USGS QUAD   -  RIDGEVILLE (1994)
 LA1099
 LA1099                         *CURRENT SURVEY CONTROL
 LA1099  ___________________________________________________________________
 LA1099* NAD 83(1986)-  40 21 11.     (N)    085 03 52.     (W)     SCALED    
 LA1099* NAVD 88     -       310.333  (meters)    1018.15   (feet)  ADJUSTED  
 LA1099  ___________________________________________________________________
 LA1099  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 LA1099  DYNAMIC HT  -         310.175 (meters)    1017.63  (feet)  COMP
 LA1099  MODELED GRAV-     980,106.5   (mgal)                       NAVD 88
 LA1099
 LA1099  VERT ORDER  -  SECOND    CLASS 0
 LA1099
 LA1099.The horizontal coordinates were scaled from a topographic map and have
 LA1099.an estimated accuracy of +/- 6 seconds.
 LA1099
 LA1099.The orthometric height was determined by differential leveling
 LA1099.and adjusted by the National Geodetic Survey in June 1991..
 LA1099
 LA1099.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1099.See file dsdata.txt to determine how the superseded data were derived.
 LA1099
 LA1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK643687(NAD 83)
 LA1099_MARKER: DB = BENCH MARK DISK
 LA1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1099_STAMPING: G 231 1947
 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 = OCTOBER  6, 2006
 LA0393 ***********************************************************************
 LA0393  DESIGNATION -  G 232
 LA0393  PID         -  LA0393
 LA0393  STATE/COUNTY-  IN/RANDOLPH
 LA0393  USGS QUAD   -  COSMOS (1994)
 LA0393
 LA0393                         *CURRENT SURVEY CONTROL
 LA0393  ___________________________________________________________________
 LA0393* NAD 83(1986)-  40 16 03.     (N)    084 49 27.     (W)     SCALED    
 LA0393* NAVD 88     -       313.703  (meters)    1029.21   (feet)  ADJUSTED  
 LA0393  ___________________________________________________________________
 LA0393  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 LA0393  DYNAMIC HT  -         313.541 (meters)    1028.68  (feet)  COMP
 LA0393  MODELED GRAV-     980,099.8   (mgal)                       NAVD 88
 LA0393
 LA0393  VERT ORDER  -  SECOND    CLASS 0
 LA0393
 LA0393.The horizontal coordinates were scaled from a topographic map and have
 LA0393.an estimated accuracy of +/- 6 seconds.
 LA0393
 LA0393.The orthometric height was determined by differential leveling
 LA0393.and adjusted by the National Geodetic Survey in June 1991..
 LA0393
 LA0393.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0393.See file dsdata.txt to determine how the superseded data were derived.
 LA0393
 LA0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK850597(NAD 83)
 LA0393_MARKER: DB = BENCH MARK DISK
 LA0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0393_STAMPING: G 232 1947
 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 = OCTOBER  6, 2006
 ME1857 ***********************************************************************
 ME1857  DESIGNATION -  G 233
 ME1857  PID         -  ME1857
 ME1857  STATE/COUNTY-  IN/LAKE
 ME1857  USGS QUAD   -  LAKE CALUMET (1997)
 ME1857
 ME1857                         *CURRENT SURVEY CONTROL
 ME1857  ___________________________________________________________________
 ME1857* NAD 83(1986)-  41 41 11.     (N)    087 30 03.     (W)     SCALED    
 ME1857* NAVD 88     -       178.517  (meters)     585.68   (feet)  ADJUSTED  
 ME1857  ___________________________________________________________________
 ME1857  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 ME1857  DYNAMIC HT  -         178.454 (meters)     585.48  (feet)  COMP
 ME1857  MODELED GRAV-     980,265.1   (mgal)                       NAVD 88
 ME1857
 ME1857  VERT ORDER  -  FIRST     CLASS I
 ME1857
 ME1857.The horizontal coordinates were scaled from a topographic map and have
 ME1857.an estimated accuracy of +/- 6 seconds.
 ME1857
 ME1857.The orthometric height was determined by differential leveling
 ME1857.and adjusted by the National Geodetic Survey in April 1995..
 ME1857
 ME1857.The geoid height was determined by GEOID03.
 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     -   714,870.      865,240.      MT  (+/- 180 meters Scaled)
 ME1857
 ME1857                          SUPERSEDED SURVEY CONTROL
 ME1857
 ME1857  NAVD 88 (06/15/91)  178.521  (m)          585.70   (f) UNKNOWN     1 1
 ME1857  NGVD 29 (01/19/93)  178.627  (m)          586.05   (f) ADJUSTED    1 1
 ME1857
 ME1857.Superseded values are not recommended for survey control.
 ME1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1857.See file dsdata.txt to determine how the superseded data were derived.
 ME1857
 ME1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM583150(NAD 83)
 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 - August 06, 1992
 ME1857
 ME1857  HISTORY     - Date     Condition        Report By
 ME1857  HISTORY     - 1947     MONUMENTED       CGS
 ME1857  HISTORY     - 1968     GOOD             NGS
 ME1857  HISTORY     - 1976     GOOD             LOCSUR
 ME1857  HISTORY     - 19920806 GOOD             NGS
 ME1857
 ME1857                          STATION DESCRIPTION
 ME1857
 ME1857'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1189 ***********************************************************************
 LA1189  DESIGNATION -  G 234
 LA1189  PID         -  LA1189
 LA1189  STATE/COUNTY-  IN/DELAWARE
 LA1189  USGS QUAD   -  EATON (1981)
 LA1189
 LA1189                         *CURRENT SURVEY CONTROL
 LA1189  ___________________________________________________________________
 LA1189* NAD 83(1986)-  40 20 58.     (N)    085 22 09.     (W)     SCALED    
 LA1189* NAVD 88     -       287.139  (meters)     942.06   (feet)  ADJUSTED  
 LA1189  ___________________________________________________________________
 LA1189  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 LA1189  DYNAMIC HT  -         286.992 (meters)     941.57  (feet)  COMP
 LA1189  MODELED GRAV-     980,103.1   (mgal)                       NAVD 88
 LA1189
 LA1189  VERT ORDER  -  SECOND    CLASS 0
 LA1189
 LA1189.The horizontal coordinates were scaled from a topographic map and have
 LA1189.an estimated accuracy of +/- 6 seconds.
 LA1189
 LA1189.The orthometric height was determined by differential leveling
 LA1189.and adjusted by the National Geodetic Survey in June 1991..
 LA1189
 LA1189.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1189.See file dsdata.txt to determine how the superseded data were derived.
 LA1189
 LA1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK384678(NAD 83)
 LA1189_MARKER: DB = BENCH MARK DISK
 LA1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1189_STAMPING: G 234 1947
 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 = OCTOBER  6, 2006
 JZ2366 ***********************************************************************
 JZ2366  DESIGNATION -  G 235
 JZ2366  PID         -  JZ2366
 JZ2366  STATE/COUNTY-  IN/HANCOCK
 JZ2366  USGS QUAD   -  MC CORDSVILLE (1984)
 JZ2366
 JZ2366                         *CURRENT SURVEY CONTROL
 JZ2366  ___________________________________________________________________
 JZ2366* NAD 83(1986)-  39 54 41.     (N)    085 53 26.     (W)     SCALED    
 JZ2366* NAVD 88     -       262.095  (meters)     859.89   (feet)  ADJUSTED  
 JZ2366  ___________________________________________________________________
 JZ2366  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JZ2366  DYNAMIC HT  -         261.949 (meters)     859.41  (feet)  COMP
 JZ2366  MODELED GRAV-     980,059.3   (mgal)                       NAVD 88
 JZ2366
 JZ2366  VERT ORDER  -  FIRST     CLASS II
 JZ2366
 JZ2366.The horizontal coordinates were scaled from a topographic map and have
 JZ2366.an estimated accuracy of +/- 6 seconds.
 JZ2366
 JZ2366.The orthometric height was determined by differential leveling
 JZ2366.and adjusted by the National Geodetic Survey in June 1991..
 JZ2366
 JZ2366.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2366.See file dsdata.txt to determine how the superseded data were derived.
 JZ2366
 JZ2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK948185(NAD 83)
 JZ2366_MARKER: DB = BENCH MARK DISK
 JZ2366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2366_SP_SET: CULVERT
 JZ2366_STAMPING: G 235 1947
 JZ2366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2366
 JZ2366  HISTORY     - Date     Condition        Report By
 JZ2366  HISTORY     - 1947     MONUMENTED       CGS
 JZ2366  HISTORY     - 19990218 MARK NOT FOUND   USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2328 ***********************************************************************
 JZ2328  DESIGNATION -  G 236
 JZ2328  PID         -  JZ2328
 JZ2328  STATE/COUNTY-  IN/MADISON
 JZ2328  USGS QUAD   -  INGALLS (1981)
 JZ2328
 JZ2328                         *CURRENT SURVEY CONTROL
 JZ2328  ___________________________________________________________________
 JZ2328* NAD 83(1986)-  39 59 15.     (N)    085 50 34.     (W)     SCALED    
 JZ2328* NAVD 88     -       263.394  (meters)     864.15   (feet)  ADJUSTED  
 JZ2328  ___________________________________________________________________
 JZ2328  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ2328  DYNAMIC HT  -         263.249 (meters)     863.68  (feet)  COMP
 JZ2328  MODELED GRAV-     980,068.1   (mgal)                       NAVD 88
 JZ2328
 JZ2328  VERT ORDER  -  SECOND    CLASS 0
 JZ2328
 JZ2328.The horizontal coordinates were scaled from a topographic map and have
 JZ2328.an estimated accuracy of +/- 6 seconds.
 JZ2328
 JZ2328.The orthometric height was determined by differential leveling
 JZ2328.and adjusted by the National Geodetic Survey in June 1991..
 JZ2328
 JZ2328.The geoid height was determined by GEOID03.
 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     -   526,150.       84,960.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2328.See file dsdata.txt to determine how the superseded data were derived.
 JZ2328
 JZ2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK987270(NAD 83)
 JZ2328_MARKER: DB = BENCH MARK DISK
 JZ2328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2328_SP_SET: FOUNDATION
 JZ2328_STAMPING: G 236 1947
 JZ2328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2328
 JZ2328  HISTORY     - Date     Condition        Report By
 JZ2328  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0274 ***********************************************************************
 KA0274  DESIGNATION -  G 237
 KA0274  PID         -  KA0274
 KA0274  STATE/COUNTY-  IN/MARION
 KA0274  USGS QUAD   -  FISHERS (1988)
 KA0274
 KA0274                         *CURRENT SURVEY CONTROL
 KA0274  ___________________________________________________________________
 KA0274* NAD 83(1986)-  39 55 36.     (N)    086 01 57.     (W)     SCALED    
 KA0274* NAVD 88     -       250.587  (meters)     822.13   (feet)  ADJUSTED  
 KA0274  ___________________________________________________________________
 KA0274  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KA0274  DYNAMIC HT  -         250.448 (meters)     821.68  (feet)  COMP
 KA0274  MODELED GRAV-     980,067.1   (mgal)                       NAVD 88
 KA0274
 KA0274  VERT ORDER  -  SECOND    CLASS 0
 KA0274
 KA0274.The horizontal coordinates were scaled from a topographic map and have
 KA0274.an estimated accuracy of +/- 6 seconds.
 KA0274
 KA0274.The orthometric height was determined by differential leveling
 KA0274.and adjusted by the National Geodetic Survey in June 1991..
 KA0274
 KA0274.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0274.See file dsdata.txt to determine how the superseded data were derived.
 KA0274
 KA0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK826200(NAD 83)
 KA0274_MARKER: DB = BENCH MARK DISK
 KA0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0274_STAMPING: G 237 1947
 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 = OCTOBER  6, 2006
 JZ2471 ***********************************************************************
 JZ2471  DESIGNATION -  G 238
 JZ2471  PID         -  JZ2471
 JZ2471  STATE/COUNTY-  IN/HANCOCK
 JZ2471  USGS QUAD   -  ACTON (1981)
 JZ2471
 JZ2471                         *CURRENT SURVEY CONTROL
 JZ2471  ___________________________________________________________________
 JZ2471* NAD 83(1986)-  39 44 29.     (N)    085 55 58.     (W)     SCALED    
 JZ2471* NAVD 88     -       254.816  (meters)     836.01   (feet)  ADJUSTED  
 JZ2471  ___________________________________________________________________
 JZ2471  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JZ2471  DYNAMIC HT  -         254.670 (meters)     835.53  (feet)  COMP
 JZ2471  MODELED GRAV-     980,046.0   (mgal)                       NAVD 88
 JZ2471
 JZ2471  VERT ORDER  -  SECOND    CLASS 0
 JZ2471
 JZ2471.The horizontal coordinates were scaled from a topographic map and have
 JZ2471.an estimated accuracy of +/- 6 seconds.
 JZ2471
 JZ2471.The orthometric height was determined by differential leveling
 JZ2471.and adjusted by the National Geodetic Survey in June 1991..
 JZ2471
 JZ2471.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2471.See file dsdata.txt to determine how the superseded data were derived.
 JZ2471
 JZ2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ914995(NAD 83)
 JZ2471_MARKER: DB = BENCH MARK DISK
 JZ2471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2471_SP_SET: BRIDGE
 JZ2471_STAMPING: G 238 1947
 JZ2471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2471
 JZ2471  HISTORY     - Date     Condition        Report By
 JZ2471  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2576 ***********************************************************************
 JZ2576  DESIGNATION -  G 239
 JZ2576  PID         -  JZ2576
 JZ2576  STATE/COUNTY-  IN/HANCOCK
 JZ2576  USGS QUAD   -  FOUNTAINTOWN (1952)
 JZ2576
 JZ2576                         *CURRENT SURVEY CONTROL
 JZ2576  ___________________________________________________________________
 JZ2576* NAD 83(1986)-  39 42 32.     (N)    085 50 17.     (W)     SCALED    
 JZ2576* NAVD 88     -       250.204  (meters)     820.88   (feet)  ADJUSTED  
 JZ2576  ___________________________________________________________________
 JZ2576  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JZ2576  DYNAMIC HT  -         250.060 (meters)     820.41  (feet)  COMP
 JZ2576  MODELED GRAV-     980,043.5   (mgal)                       NAVD 88
 JZ2576
 JZ2576  VERT ORDER  -  SECOND    CLASS 0
 JZ2576
 JZ2576.The horizontal coordinates were scaled from a topographic map and have
 JZ2576.an estimated accuracy of +/- 6 seconds.
 JZ2576
 JZ2576.The orthometric height was determined by differential leveling
 JZ2576.and adjusted by the National Geodetic Survey in June 1991..
 JZ2576
 JZ2576.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2576.See file dsdata.txt to determine how the superseded data were derived.
 JZ2576
 JZ2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ996960(NAD 83)
 JZ2576_MARKER: DB = BENCH MARK DISK
 JZ2576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2576_STAMPING: G 239 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0676 ***********************************************************************
 ME0676  DESIGNATION -  G 24
 ME0676  PID         -  ME0676
 ME0676  STATE/COUNTY-  IN/STARKE
 ME0676  USGS QUAD   -  NORTH JUDSON (1977)
 ME0676
 ME0676                         *CURRENT SURVEY CONTROL
 ME0676  ___________________________________________________________________
 ME0676* NAD 83(1986)-  41 13 16.     (N)    086 46 25.     (W)     SCALED    
 ME0676* NAVD 88     -       212.726  (meters)     697.92   (feet)  ADJUSTED  
 ME0676  ___________________________________________________________________
 ME0676  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME0676  DYNAMIC HT  -         212.636 (meters)     697.62  (feet)  COMP
 ME0676  MODELED GRAV-     980,195.2   (mgal)                       NAVD 88
 ME0676
 ME0676  VERT ORDER  -  SECOND    CLASS 0
 ME0676
 ME0676.The horizontal coordinates were scaled from a topographic map and have
 ME0676.an estimated accuracy of +/- 6 seconds.
 ME0676
 ME0676.The orthometric height was determined by differential leveling
 ME0676.and adjusted by the National Geodetic Survey in June 1991..
 ME0676
 ME0676.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0676.See file dsdata.txt to determine how the superseded data were derived.
 ME0676
 ME0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL189633(NAD 83)
 ME0676_MARKER: DB = BENCH MARK DISK
 ME0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0676_STAMPING: G 24 1934
 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             NGS
 ME0676  HISTORY     - 1960     GOOD             USGS
 ME0676
 ME0676                          STATION DESCRIPTION
 ME0676
 ME0676'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2435 ***********************************************************************
 JZ2435  DESIGNATION -  G 240
 JZ2435  PID         -  JZ2435
 JZ2435  STATE/COUNTY-  IN/MADISON
 JZ2435  USGS QUAD   -  PENDLETON (1966)
 JZ2435
 JZ2435                         *CURRENT SURVEY CONTROL
 JZ2435  ___________________________________________________________________
 JZ2435* NAD 83(1986)-  39 59 22.     (N)    085 40 56.     (W)     SCALED    
 JZ2435* NAVD 88     -       273.465  (meters)     897.19   (feet)  ADJUSTED  
 JZ2435  ___________________________________________________________________
 JZ2435  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JZ2435  DYNAMIC HT  -         273.314 (meters)     896.70  (feet)  COMP
 JZ2435  MODELED GRAV-     980,067.0   (mgal)                       NAVD 88
 JZ2435
 JZ2435  VERT ORDER  -  SECOND    CLASS 0
 JZ2435
 JZ2435.The horizontal coordinates were scaled from a topographic map and have
 JZ2435.an estimated accuracy of +/- 6 seconds.
 JZ2435
 JZ2435.The orthometric height was determined by differential leveling
 JZ2435.and adjusted by the National Geodetic Survey in June 1991..
 JZ2435
 JZ2435.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2435.See file dsdata.txt to determine how the superseded data were derived.
 JZ2435
 JZ2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK125274(NAD 83)
 JZ2435_MARKER: DB = BENCH MARK DISK
 JZ2435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2435_STAMPING: G 240 1947
 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 = OCTOBER  6, 2006
 JZ2494 ***********************************************************************
 JZ2494  DESIGNATION -  G 241
 JZ2494  PID         -  JZ2494
 JZ2494  STATE/COUNTY-  IN/HANCOCK
 JZ2494  USGS QUAD   -  FOUNTAINTOWN (1952)
 JZ2494
 JZ2494                         *CURRENT SURVEY CONTROL
 JZ2494  ___________________________________________________________________
 JZ2494* NAD 83(1986)-  39 44 32.     (N)    085 50 20.     (W)     SCALED    
 JZ2494* NAVD 88     -       257.865  (meters)     846.01   (feet)  ADJUSTED  
 JZ2494  ___________________________________________________________________
 JZ2494  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JZ2494  DYNAMIC HT  -         257.717 (meters)     845.53  (feet)  COMP
 JZ2494  MODELED GRAV-     980,043.7   (mgal)                       NAVD 88
 JZ2494
 JZ2494  VERT ORDER  -  SECOND    CLASS 0
 JZ2494
 JZ2494.The horizontal coordinates were scaled from a topographic map and have
 JZ2494.an estimated accuracy of +/- 6 seconds.
 JZ2494
 JZ2494.The orthometric height was determined by differential leveling
 JZ2494.and adjusted by the National Geodetic Survey in June 1991..
 JZ2494
 JZ2494.The geoid height was determined by GEOID03.
 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     -   498,910.       85,240.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2494.See file dsdata.txt to determine how the superseded data were derived.
 JZ2494
 JZ2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ994997(NAD 83)
 JZ2494_MARKER: DB = BENCH MARK DISK
 JZ2494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2494_STAMPING: G 241 1947
 JZ2494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2494+STABILITY: SURFACE MOTION
 JZ2494
 JZ2494  HISTORY     - Date     Condition        Report By
 JZ2494  HISTORY     - 1947     MONUMENTED       CGS
 JZ2494  HISTORY     - 1973     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2537 ***********************************************************************
 JZ2537  DESIGNATION -  G 242
 JZ2537  PID         -  JZ2537
 JZ2537  STATE/COUNTY-  IN/HANCOCK
 JZ2537  USGS QUAD   -  CLEVELAND (1981)
 JZ2537
 JZ2537                         *CURRENT SURVEY CONTROL
 JZ2537  ___________________________________________________________________
 JZ2537* NAD 83(1986)-  39 48 55.     (N)    085 41 20.     (W)     SCALED    
 JZ2537* NAVD 88     -       282.534  (meters)     926.95   (feet)  ADJUSTED  
 JZ2537  ___________________________________________________________________
 JZ2537  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JZ2537  DYNAMIC HT  -         282.372 (meters)     926.42  (feet)  COMP
 JZ2537  MODELED GRAV-     980,047.3   (mgal)                       NAVD 88
 JZ2537
 JZ2537  VERT ORDER  -  SECOND    CLASS 0
 JZ2537
 JZ2537.The horizontal coordinates were scaled from a topographic map and have
 JZ2537.an estimated accuracy of +/- 6 seconds.
 JZ2537
 JZ2537.The orthometric height was determined by differential leveling
 JZ2537.and adjusted by the National Geodetic Survey in June 1991..
 JZ2537
 JZ2537.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2537.See file dsdata.txt to determine how the superseded data were derived.
 JZ2537
 JZ2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK122080(NAD 83)
 JZ2537_MARKER: DB = BENCH MARK DISK
 JZ2537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2537_STAMPING: G 242 1947
 JZ2537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2537+STABILITY: SURFACE MOTION
 JZ2537
 JZ2537  HISTORY     - Date     Condition        Report By
 JZ2537  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2503 ***********************************************************************
 JZ2503  DESIGNATION -  G 243
 JZ2503  PID         -  JZ2503
 JZ2503  STATE/COUNTY-  IN/MARION
 JZ2503  USGS QUAD   -  CUMBERLAND (1988)
 JZ2503
 JZ2503                         *CURRENT SURVEY CONTROL
 JZ2503  ___________________________________________________________________
 JZ2503* NAD 83(1986)-  39 46 28.     (N)    085 59 25.     (W)     SCALED    
 JZ2503* NAVD 88     -       257.185  (meters)     843.78   (feet)  POSTED    
 JZ2503  ___________________________________________________________________
 JZ2503  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JZ2503  DYNAMIC HT  -         257.040 (meters)     843.31  (feet)  COMP
 JZ2503  MODELED GRAV-     980,049.8   (mgal)                       NAVD 88
 JZ2503
 JZ2503  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JZ2503
 JZ2503.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JZ2503.rate of 4.1 thru 8.0 mm/km.
 JZ2503
 JZ2503.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2503.See file dsdata.txt to determine how the superseded data were derived.
 JZ2503
 JZ2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK864032(NAD 83)
 JZ2503_MARKER: DB = BENCH MARK DISK
 JZ2503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2503_STAMPING: G 243 1947
 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 = OCTOBER  6, 2006
 JZ2585 ***********************************************************************
 JZ2585  DESIGNATION -  G 244
 JZ2585  PID         -  JZ2585
 JZ2585  STATE/COUNTY-  IN/RUSH
 JZ2585  USGS QUAD   -  CARTHAGE (1988)
 JZ2585
 JZ2585                         *CURRENT SURVEY CONTROL
 JZ2585  ___________________________________________________________________
 JZ2585* NAD 83(1986)-  39 41 55.     (N)    085 34 33.     (W)     SCALED    
 JZ2585* NAVD 88     -       290.445  (meters)     952.90   (feet)  ADJUSTED  
 JZ2585  ___________________________________________________________________
 JZ2585  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ2585  DYNAMIC HT  -         290.277 (meters)     952.35  (feet)  COMP
 JZ2585  MODELED GRAV-     980,039.5   (mgal)                       NAVD 88
 JZ2585
 JZ2585  VERT ORDER  -  SECOND    CLASS 0
 JZ2585
 JZ2585.The horizontal coordinates were scaled from a topographic map and have
 JZ2585.an estimated accuracy of +/- 6 seconds.
 JZ2585
 JZ2585.The orthometric height was determined by differential leveling
 JZ2585.and adjusted by the National Geodetic Survey in June 1991..
 JZ2585
 JZ2585.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2585.See file dsdata.txt to determine how the superseded data were derived.
 JZ2585
 JZ2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ221952(NAD 83)
 JZ2585_MARKER: DB = BENCH MARK DISK
 JZ2585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2585_STAMPING: G 244 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2598 ***********************************************************************
 JZ2598  DESIGNATION -  G 245
 JZ2598  PID         -  JZ2598
 JZ2598  STATE/COUNTY-  IN/SHELBY
 JZ2598  USGS QUAD   -  SHELBYVILLE (1994)
 JZ2598
 JZ2598                         *CURRENT SURVEY CONTROL
 JZ2598  ___________________________________________________________________
 JZ2598* NAD 83(1986)-  39 36 40.     (N)    085 49 09.     (W)     SCALED    
 JZ2598* NAVD 88     -       239.291  (meters)     785.07   (feet)  ADJUSTED  
 JZ2598  ___________________________________________________________________
 JZ2598  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JZ2598  DYNAMIC HT  -         239.152 (meters)     784.62  (feet)  COMP
 JZ2598  MODELED GRAV-     980,043.4   (mgal)                       NAVD 88
 JZ2598
 JZ2598  VERT ORDER  -  SECOND    CLASS 0
 JZ2598
 JZ2598.The horizontal coordinates were scaled from a topographic map and have
 JZ2598.an estimated accuracy of +/- 6 seconds.
 JZ2598
 JZ2598.The orthometric height was determined by differential leveling
 JZ2598.and adjusted by the National Geodetic Survey in June 1991..
 JZ2598
 JZ2598.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2598.See file dsdata.txt to determine how the superseded data were derived.
 JZ2598
 JZ2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ013852(NAD 83)
 JZ2598_MARKER: DB = BENCH MARK DISK
 JZ2598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2598_STAMPING: G 245 1947
 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 = OCTOBER  6, 2006
 LA1108 ***********************************************************************
 LA1108  DESIGNATION -  G 246
 LA1108  PID         -  LA1108
 LA1108  STATE/COUNTY-  IN/RANDOLPH
 LA1108  USGS QUAD   -  CARLOS (1994)
 LA1108
 LA1108                         *CURRENT SURVEY CONTROL
 LA1108  ___________________________________________________________________
 LA1108* NAD 83(1986)-  40 05 31.     (N)    085 00 48.     (W)     SCALED    
 LA1108* NAVD 88     -       361.674  (meters)    1186.59   (feet)  ADJUSTED  
 LA1108  ___________________________________________________________________
 LA1108  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 LA1108  DYNAMIC HT  -         361.465 (meters)    1185.91  (feet)  COMP
 LA1108  MODELED GRAV-     980,039.1   (mgal)                       NAVD 88
 LA1108
 LA1108  VERT ORDER  -  SECOND    CLASS 0
 LA1108
 LA1108.The horizontal coordinates were scaled from a topographic map and have
 LA1108.an estimated accuracy of +/- 6 seconds.
 LA1108
 LA1108.The orthometric height was determined by differential leveling
 LA1108.and adjusted by the National Geodetic Survey in June 1991..
 LA1108
 LA1108.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1108.See file dsdata.txt to determine how the superseded data were derived.
 LA1108
 LA1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK693398(NAD 83)
 LA1108_MARKER: DB = BENCH MARK DISK
 LA1108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1108_SP_SET: BRIDGE
 LA1108_STAMPING: G 246 1947
 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 = OCTOBER  6, 2006
 LA1086 ***********************************************************************
 LA1086  DESIGNATION -  G 247
 LA1086  PID         -  LA1086
 LA1086  STATE/COUNTY-  IN/JAY
 LA1086  USGS QUAD   -  PENNVILLE (1960)
 LA1086
 LA1086                         *CURRENT SURVEY CONTROL
 LA1086  ___________________________________________________________________
 LA1086* NAD 83(1986)-  40 26 38.     (N)    085 07 52.     (W)     SCALED    
 LA1086* NAVD 88     -       271.761  (meters)     891.60   (feet)  ADJUSTED  
 LA1086  ___________________________________________________________________
 LA1086  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 LA1086  DYNAMIC HT  -         271.624 (meters)     891.15  (feet)  COMP
 LA1086  MODELED GRAV-     980,111.9   (mgal)                       NAVD 88
 LA1086
 LA1086  VERT ORDER  -  SECOND    CLASS 0
 LA1086
 LA1086.The horizontal coordinates were scaled from a topographic map and have
 LA1086.an estimated accuracy of +/- 6 seconds.
 LA1086
 LA1086.The orthometric height was determined by differential leveling
 LA1086.and adjusted by the National Geodetic Survey in June 1991..
 LA1086
 LA1086.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1086.See file dsdata.txt to determine how the superseded data were derived.
 LA1086
 LA1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK584787(NAD 83)
 LA1086_MARKER: DB = BENCH MARK DISK
 LA1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1086_STAMPING: G 247 1947
 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 = OCTOBER  6, 2006
 LA1257 ***********************************************************************
 LA1257  DESIGNATION -  G 248
 LA1257  PID         -  LA1257
 LA1257  STATE/COUNTY-  IN/HENRY
 LA1257  USGS QUAD   -  SULPHUR SPRINGS (1994)
 LA1257
 LA1257                         *CURRENT SURVEY CONTROL
 LA1257  ___________________________________________________________________
 LA1257* NAD 83(1986)-  40 04 08.     (N)    085 29 58.     (W)     SCALED    
 LA1257* NAVD 88     -       289.390  (meters)     949.44   (feet)  ADJUSTED  
 LA1257  ___________________________________________________________________
 LA1257  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 LA1257  DYNAMIC HT  -         289.233 (meters)     948.93  (feet)  COMP
 LA1257  MODELED GRAV-     980,077.4   (mgal)                       NAVD 88
 LA1257
 LA1257  VERT ORDER  -  SECOND    CLASS 0
 LA1257
 LA1257.The horizontal coordinates were scaled from a topographic map and have
 LA1257.an estimated accuracy of +/- 6 seconds.
 LA1257
 LA1257.The orthometric height was determined by differential leveling
 LA1257.and adjusted by the National Geodetic Survey in June 1991..
 LA1257
 LA1257.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1257.See file dsdata.txt to determine how the superseded data were derived.
 LA1257
 LA1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK279364(NAD 83)
 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 = OCTOBER  6, 2006
 LA2555 ***********************************************************************
 LA2555  DESIGNATION -  G 248 RESET
 LA2555  PID         -  LA2555
 LA2555  STATE/COUNTY-  IN/HENRY
 LA2555  USGS QUAD   -  SULPHUR SPRINGS (1994)
 LA2555
 LA2555                         *CURRENT SURVEY CONTROL
 LA2555  ___________________________________________________________________
 LA2555* NAD 83(1986)-  40 04 08.     (N)    085 29 58.     (W)     SCALED    
 LA2555* NAVD 88     -       289.47   (meters)     949.7    (feet)  RESET     
 LA2555  ___________________________________________________________________
 LA2555  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 LA2555
 LA2555  VERT ORDER  -  THIRD
 LA2555
 LA2555.The horizontal coordinates were scaled from a topographic map and have
 LA2555.an estimated accuracy of +/- 6 seconds.
 LA2555
 LA2555.The orthometric height was computed from unverified reset data.
 LA2555
 LA2555.The geoid height was determined by GEOID03.
 LA2555
 LA2555;                    North         East    Units  Estimated Accuracy
 LA2555;SPC IN E     -   535,180.      114,270.      MT  (+/- 180 meters Scaled)
 LA2555
 LA2555                          SUPERSEDED SURVEY CONTROL
 LA2555
 LA2555  NGVD 29 (04/16/04)  289.61   (m)          950.2    (f) RESET       3  
 LA2555
 LA2555.Superseded values are not recommended for survey control.
 LA2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2555.See file dsdata.txt to determine how the superseded data were derived.
 LA2555
 LA2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK279364(NAD 83)
 LA2555_MARKER: DV = VERTICAL CONTROL DISK
 LA2555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2555_SP_SET: CONCRETE POST
 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             BUTLER
 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 AND SEUFERT INC 2006 (JRC)
 LA2555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1134 ***********************************************************************
 LA1134  DESIGNATION -  G 249
 LA1134  PID         -  LA1134
 LA1134  STATE/COUNTY-  IN/HENRY
 LA1134  USGS QUAD   -  MOUNT PLEASANT (1988)
 LA1134
 LA1134                         *CURRENT SURVEY CONTROL
 LA1134  ___________________________________________________________________
 LA1134* NAD 83(1986)-  40 00 18.     (N)    085 15 04.     (W)     SCALED    
 LA1134* NAVD 88     -       342.522  (meters)    1123.76   (feet)  ADJUSTED  
 LA1134  ___________________________________________________________________
 LA1134  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 LA1134  DYNAMIC HT  -         342.332 (meters)    1123.13  (feet)  COMP
 LA1134  MODELED GRAV-     980,062.1   (mgal)                       NAVD 88
 LA1134
 LA1134  VERT ORDER  -  SECOND    CLASS 0
 LA1134
 LA1134.The horizontal coordinates were scaled from a topographic map and have
 LA1134.an estimated accuracy of +/- 6 seconds.
 LA1134
 LA1134.The orthometric height was determined by differential leveling
 LA1134.and adjusted by the National Geodetic Survey in June 1991..
 LA1134
 LA1134.The geoid height was determined by GEOID03.
 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     -   528,160.      135,480.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1134.See file dsdata.txt to determine how the superseded data were derived.
 LA1134
 LA1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK492297(NAD 83)
 LA1134_MARKER: DB = BENCH MARK DISK
 LA1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1134_STAMPING: G 249 1947
 LA1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1134+STABILITY: SURFACE MOTION
 LA1134
 LA1134  HISTORY     - Date     Condition        Report By
 LA1134  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1151 ***********************************************************************
 LA1151  DESIGNATION -  G 250
 LA1151  PID         -  LA1151
 LA1151  STATE/COUNTY-  IN/DELAWARE
 LA1151  USGS QUAD   -  MUNCIE WEST (1992)
 LA1151
 LA1151                         *CURRENT SURVEY CONTROL
 LA1151  ___________________________________________________________________
 LA1151* NAD 83(1986)-  40 11 04.     (N)    085 23 11.     (W)     SCALED    
 LA1151* NAVD 88     -       291.525  (meters)     956.44   (feet)  ADJUSTED  
 LA1151  ___________________________________________________________________
 LA1151  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 LA1151  DYNAMIC HT  -         291.369 (meters)     955.93  (feet)  COMP
 LA1151  MODELED GRAV-     980,084.3   (mgal)                       NAVD 88
 LA1151
 LA1151  VERT ORDER  -  SECOND    CLASS 0
 LA1151
 LA1151.The horizontal coordinates were scaled from a topographic map and have
 LA1151.an estimated accuracy of +/- 6 seconds.
 LA1151
 LA1151.The orthometric height was determined by differential leveling
 LA1151.and adjusted by the National Geodetic Survey in June 1991..
 LA1151
 LA1151.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1151.See file dsdata.txt to determine how the superseded data were derived.
 LA1151
 LA1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK373494(NAD 83)
 LA1151_MARKER: DB = BENCH MARK DISK
 LA1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1151_STAMPING: G 250 1947
 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 = OCTOBER  6, 2006
 JZ1707 ***********************************************************************
 JZ1707  DESIGNATION -  G 251
 JZ1707  PID         -  JZ1707
 JZ1707  STATE/COUNTY-  IN/HENRY
 JZ1707  USGS QUAD   -  NEW CASTLE WEST (1981)
 JZ1707
 JZ1707                         *CURRENT SURVEY CONTROL
 JZ1707  ___________________________________________________________________
 JZ1707* NAD 83(1986)-  39 56 07.     (N)    085 22 59.     (W)     SCALED    
 JZ1707* NAVD 88     -       297.642  (meters)     976.51   (feet)  ADJUSTED  
 JZ1707  ___________________________________________________________________
 JZ1707  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JZ1707  DYNAMIC HT  -         297.476 (meters)     975.97  (feet)  COMP
 JZ1707  MODELED GRAV-     980,060.1   (mgal)                       NAVD 88
 JZ1707
 JZ1707  VERT ORDER  -  SECOND    CLASS 0
 JZ1707
 JZ1707.The horizontal coordinates were scaled from a topographic map and have
 JZ1707.an estimated accuracy of +/- 6 seconds.
 JZ1707
 JZ1707.The orthometric height was determined by differential leveling
 JZ1707.and adjusted by the National Geodetic Survey in June 1991..
 JZ1707
 JZ1707.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1707.See file dsdata.txt to determine how the superseded data were derived.
 JZ1707
 JZ1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK381218(NAD 83)
 JZ1707_MARKER: DB = BENCH MARK DISK
 JZ1707_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1707_SP_SET: ABUTMENT
 JZ1707_STAMPING: G 251 1947
 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 = OCTOBER  6, 2006
 JZ1628 ***********************************************************************
 JZ1628  DESIGNATION -  G 252
 JZ1628  PID         -  JZ1628
 JZ1628  STATE/COUNTY-  IN/RUSH
 JZ1628  USGS QUAD   -  MAYS (1988)
 JZ1628
 JZ1628                         *CURRENT SURVEY CONTROL
 JZ1628  ___________________________________________________________________
 JZ1628* NAD 83(1986)-  39 43 42.     (N)    085 26 30.     (W)     SCALED    
 JZ1628* NAVD 88     -       302.991  (meters)     994.06   (feet)  ADJUSTED  
 JZ1628  ___________________________________________________________________
 JZ1628  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JZ1628  DYNAMIC HT  -         302.815 (meters)     993.49  (feet)  COMP
 JZ1628  MODELED GRAV-     980,036.5   (mgal)                       NAVD 88
 JZ1628
 JZ1628  VERT ORDER  -  SECOND    CLASS 0
 JZ1628
 JZ1628.The horizontal coordinates were scaled from a topographic map and have
 JZ1628.an estimated accuracy of +/- 6 seconds.
 JZ1628
 JZ1628.The orthometric height was determined by differential leveling
 JZ1628.and adjusted by the National Geodetic Survey in June 1991..
 JZ1628
 JZ1628.The geoid height was determined by GEOID03.
 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     -   497,380.      119,290.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1628.See file dsdata.txt to determine how the superseded data were derived.
 JZ1628
 JZ1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ335987(NAD 83)
 JZ1628_MARKER: DB = BENCH MARK DISK
 JZ1628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1628_SP_SET: CULVERT
 JZ1628_STAMPING: G 252 1947
 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 = OCTOBER  6, 2006
 JZ1582 ***********************************************************************
 JZ1582  DESIGNATION -  G 255
 JZ1582  PID         -  JZ1582
 JZ1582  STATE/COUNTY-  IN/WAYNE
 JZ1582  USGS QUAD   -  JACKSONBURG (1981)
 JZ1582
 JZ1582                         *CURRENT SURVEY CONTROL
 JZ1582  ___________________________________________________________________
 JZ1582* NAD 83(1986)-  39 48 56.     (N)    085 03 10.     (W)     SCALED    
 JZ1582* NAVD 88     -       327.130  (meters)    1073.26   (feet)  ADJUSTED  
 JZ1582  ___________________________________________________________________
 JZ1582  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JZ1582  DYNAMIC HT  -         326.940 (meters)    1072.64  (feet)  COMP
 JZ1582  MODELED GRAV-     980,036.2   (mgal)                       NAVD 88
 JZ1582
 JZ1582  VERT ORDER  -  SECOND    CLASS 0
 JZ1582
 JZ1582.The horizontal coordinates were scaled from a topographic map and have
 JZ1582.an estimated accuracy of +/- 6 seconds.
 JZ1582
 JZ1582.The orthometric height was determined by differential leveling
 JZ1582.and adjusted by the National Geodetic Survey in June 1991..
 JZ1582
 JZ1582.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1582.See file dsdata.txt to determine how the superseded data were derived.
 JZ1582
 JZ1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK666091(NAD 83)
 JZ1582_MARKER: DB = BENCH MARK DISK
 JZ1582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1582_SP_SET: CULVERT
 JZ1582_STAMPING: G 255 1947
 JZ1582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME0955 ***********************************************************************
 ME0955  DESIGNATION -  G 256
 ME0955  PID         -  ME0955
 ME0955  STATE/COUNTY-  IN/LAKE
 ME0955  USGS QUAD   -  HIGHLAND (1991)
 ME0955
 ME0955                         *CURRENT SURVEY CONTROL
 ME0955  ___________________________________________________________________
 ME0955* NAD 83(1986)-  41 37 04.     (N)    087 28 46.     (W)     SCALED    
 ME0955* NAVD 88     -       180.972  (meters)     593.74   (feet)  ADJUSTED  
 ME0955  ___________________________________________________________________
 ME0955  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME0955  DYNAMIC HT  -         180.905 (meters)     593.52  (feet)  COMP
 ME0955  MODELED GRAV-     980,253.2   (mgal)                       NAVD 88
 ME0955
 ME0955  VERT ORDER  -  FIRST     CLASS II
 ME0955
 ME0955.The horizontal coordinates were scaled from a topographic map and have
 ME0955.an estimated accuracy of +/- 6 seconds.
 ME0955
 ME0955.The orthometric height was determined by differential leveling
 ME0955.and adjusted by the National Geodetic Survey in June 1991..
 ME0955
 ME0955.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0955.See file dsdata.txt to determine how the superseded data were derived.
 ME0955
 ME0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM600074(NAD 83)
 ME0955_MARKER: DB = BENCH MARK DISK
 ME0955_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0955_SP_SET: BUILDING
 ME0955_STAMPING: G 256 1947
 ME0955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0955
 ME0955  HISTORY     - Date     Condition        Report By
 ME0955  HISTORY     - 1947     MONUMENTED       CGS
 ME0955  HISTORY     - 1950     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1950
 ME0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1741 ***********************************************************************
 JZ1741  DESIGNATION -  G 257
 JZ1741  PID         -  JZ1741
 JZ1741  STATE/COUNTY-  IN/RUSH
 JZ1741  USGS QUAD   -  RUSHVILLE (1994)
 JZ1741
 JZ1741                         *CURRENT SURVEY CONTROL
 JZ1741  ___________________________________________________________________
 JZ1741* NAD 83(1986)-  39 35 32.     (N)    085 26 40.     (W)     SCALED    
 JZ1741* NAVD 88     -       296.213  (meters)     971.83   (feet)  ADJUSTED  
 JZ1741  ___________________________________________________________________
 JZ1741  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ1741  DYNAMIC HT  -         296.035 (meters)     971.24  (feet)  COMP
 JZ1741  MODELED GRAV-     980,018.7   (mgal)                       NAVD 88
 JZ1741
 JZ1741  VERT ORDER  -  SECOND    CLASS 0
 JZ1741
 JZ1741.The horizontal coordinates were scaled from a topographic map and have
 JZ1741.an estimated accuracy of +/- 6 seconds.
 JZ1741
 JZ1741.The orthometric height was determined by differential leveling
 JZ1741.and adjusted by the National Geodetic Survey in June 1991..
 JZ1741
 JZ1741.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1741.See file dsdata.txt to determine how the superseded data were derived.
 JZ1741
 JZ1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ335836(NAD 83)
 JZ1741_MARKER: DB = BENCH MARK DISK
 JZ1741_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1741_SP_SET: CULVERT
 JZ1741_STAMPING: G 257 1947
 JZ1741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1941 ***********************************************************************
 JZ1941  DESIGNATION -  G 258
 JZ1941  PID         -  JZ1941
 JZ1941  STATE/COUNTY-  IN/DECATUR
 JZ1941  USGS QUAD   -  MILROY (1993)
 JZ1941
 JZ1941                         *CURRENT SURVEY CONTROL
 JZ1941  ___________________________________________________________________
 JZ1941* NAD 83(1986)-  39 25 36.     (N)    085 26 48.     (W)     SCALED    
 JZ1941* NAVD 88     -       295.641  (meters)     969.95   (feet)  ADJUSTED  
 JZ1941  ___________________________________________________________________
 JZ1941  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ1941  DYNAMIC HT  -         295.458 (meters)     969.35  (feet)  COMP
 JZ1941  MODELED GRAV-     980,001.0   (mgal)                       NAVD 88
 JZ1941
 JZ1941  VERT ORDER  -  SECOND    CLASS 0
 JZ1941
 JZ1941.The horizontal coordinates were scaled from a topographic map and have
 JZ1941.an estimated accuracy of +/- 6 seconds.
 JZ1941
 JZ1941.The orthometric height was determined by differential leveling
 JZ1941.and adjusted by the National Geodetic Survey in June 1991..
 JZ1941
 JZ1941.The geoid height was determined by GEOID03.
 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     -   463,890.      118,940.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1941.See file dsdata.txt to determine how the superseded data were derived.
 JZ1941
 JZ1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ336652(NAD 83)
 JZ1941_MARKER: DB = BENCH MARK DISK
 JZ1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1941_STAMPING: G 258 1947
 JZ1941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1941+STABILITY: SURFACE MOTION
 JZ1941
 JZ1941  HISTORY     - Date     Condition        Report By
 JZ1941  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1973 ***********************************************************************
 JZ1973  DESIGNATION -  G 259
 JZ1973  PID         -  JZ1973
 JZ1973  STATE/COUNTY-  IN/DECATUR
 JZ1973  USGS QUAD   -  CLARKSBURG (1993)
 JZ1973
 JZ1973                         *CURRENT SURVEY CONTROL
 JZ1973  ___________________________________________________________________
 JZ1973* NAD 83(1986)-  39 24 05.     (N)    085 20 52.     (W)     SCALED    
 JZ1973* NAVD 88     -       318.404  (meters)    1044.63   (feet)  ADJUSTED  
 JZ1973  ___________________________________________________________________
 JZ1973  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ1973  DYNAMIC HT  -         318.207 (meters)    1043.98  (feet)  COMP
 JZ1973  MODELED GRAV-     980,000.1   (mgal)                       NAVD 88
 JZ1973
 JZ1973  VERT ORDER  -  SECOND    CLASS 0
 JZ1973
 JZ1973.The horizontal coordinates were scaled from a topographic map and have
 JZ1973.an estimated accuracy of +/- 6 seconds.
 JZ1973
 JZ1973.The orthometric height was determined by differential leveling
 JZ1973.and adjusted by the National Geodetic Survey in June 1991..
 JZ1973
 JZ1973.The geoid height was determined by GEOID03.
 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     -   461,110.      127,470.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1973.See file dsdata.txt to determine how the superseded data were derived.
 JZ1973
 JZ1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ422626(NAD 83)
 JZ1973_MARKER: DB = BENCH MARK DISK
 JZ1973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1973_STAMPING: G 259 1947
 JZ1973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1973+STABILITY: SURFACE MOTION
 JZ1973
 JZ1973  HISTORY     - Date     Condition        Report By
 JZ1973  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0071 ***********************************************************************
 LB0071  DESIGNATION -  G 26
 LB0071  PID         -  LB0071
 LB0071  STATE/COUNTY-  IN/CASS
 LB0071  USGS QUAD   -  ANOKA (1980)
 LB0071
 LB0071                         *CURRENT SURVEY CONTROL
 LB0071  ___________________________________________________________________
 LB0071* NAD 83(1986)-  40 41 16.     (N)    086 15 32.     (W)     SCALED    
 LB0071* NAVD 88     -       228.787  (meters)     750.61   (feet)  ADJUSTED  
 LB0071  ___________________________________________________________________
 LB0071  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 LB0071  DYNAMIC HT  -         228.675 (meters)     750.24  (feet)  COMP
 LB0071  MODELED GRAV-     980,132.7   (mgal)                       NAVD 88
 LB0071
 LB0071  VERT ORDER  -  SECOND    CLASS 0
 LB0071
 LB0071.The horizontal coordinates were scaled from a topographic map and have
 LB0071.an estimated accuracy of +/- 6 seconds.
 LB0071
 LB0071.The orthometric height was determined by differential leveling
 LB0071.and adjusted by the National Geodetic Survey in June 1991..
 LB0071
 LB0071.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0071.See file dsdata.txt to determine how the superseded data were derived.
 LB0071
 LB0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL626043(NAD 83)
 LB0071_MARKER: DB = BENCH MARK DISK
 LB0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0071_STAMPING: G 26 1934
 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   NGS
 LB0071
 LB0071                          STATION DESCRIPTION
 LB0071
 LB0071'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1962 ***********************************************************************
 JZ1962  DESIGNATION -  G 260
 JZ1962  PID         -  JZ1962
 JZ1962  STATE/COUNTY-  IN/FRANKLIN
 JZ1962  USGS QUAD   -  CLARKSBURG (1993)
 JZ1962
 JZ1962                         *CURRENT SURVEY CONTROL
 JZ1962  ___________________________________________________________________
 JZ1962* NAD 83(1986)-  39 25 47.     (N)    085 16 26.     (W)     SCALED    
 JZ1962* NAVD 88     -       293.226  (meters)     962.03   (feet)  ADJUSTED  
 JZ1962  ___________________________________________________________________
 JZ1962  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ1962  DYNAMIC HT  -         293.046 (meters)     961.44  (feet)  COMP
 JZ1962  MODELED GRAV-     980,005.3   (mgal)                       NAVD 88
 JZ1962
 JZ1962  VERT ORDER  -  SECOND    CLASS 0
 JZ1962
 JZ1962.The horizontal coordinates were scaled from a topographic map and have
 JZ1962.an estimated accuracy of +/- 6 seconds.
 JZ1962
 JZ1962.The orthometric height was determined by differential leveling
 JZ1962.and adjusted by the National Geodetic Survey in June 1991..
 JZ1962
 JZ1962.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1962.See file dsdata.txt to determine how the superseded data were derived.
 JZ1962
 JZ1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ485658(NAD 83)
 JZ1962_MARKER: DB = BENCH MARK DISK
 JZ1962_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1962_SP_SET: CULVERT
 JZ1962_STAMPING: G 260 1947
 JZ1962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1771 ***********************************************************************
 JZ1771  DESIGNATION -  G 261
 JZ1771  PID         -  JZ1771
 JZ1771  STATE/COUNTY-  IN/FRANKLIN
 JZ1771  USGS QUAD   -  ALPINE (1994)
 JZ1771
 JZ1771                         *CURRENT SURVEY CONTROL
 JZ1771  ___________________________________________________________________
 JZ1771* NAD 83(1986)-  39 30 13.     (N)    085 10 59.     (W)     SCALED    
 JZ1771* NAVD 88     -       246.290  (meters)     808.04   (feet)  ADJUSTED  
 JZ1771  ___________________________________________________________________
 JZ1771  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ1771  DYNAMIC HT  -         246.139 (meters)     807.54  (feet)  COMP
 JZ1771  MODELED GRAV-     980,008.2   (mgal)                       NAVD 88
 JZ1771
 JZ1771  VERT ORDER  -  SECOND    CLASS 0
 JZ1771
 JZ1771.The horizontal coordinates were scaled from a topographic map and have
 JZ1771.an estimated accuracy of +/- 6 seconds.
 JZ1771
 JZ1771.The orthometric height was determined by differential leveling
 JZ1771.and adjusted by the National Geodetic Survey in June 1991..
 JZ1771
 JZ1771.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1771.See file dsdata.txt to determine how the superseded data were derived.
 JZ1771
 JZ1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ562742(NAD 83)
 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_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 = OCTOBER  6, 2006
 JZ2045 ***********************************************************************
 JZ2045  DESIGNATION -  G 262
 JZ2045  PID         -  JZ2045
 JZ2045  STATE/COUNTY-  IN/FRANKLIN
 JZ2045  USGS QUAD   -  BROOKVILLE (1993)
 JZ2045
 JZ2045                         *CURRENT SURVEY CONTROL
 JZ2045  ___________________________________________________________________
 JZ2045* NAD 83(1986)-  39 26 29.     (N)    085 05 43.     (W)     SCALED    
 JZ2045* NAVD 88     -       220.706  (meters)     724.10   (feet)  ADJUSTED  
 JZ2045  ___________________________________________________________________
 JZ2045  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ2045  DYNAMIC HT  -         220.570 (meters)     723.65  (feet)  COMP
 JZ2045  MODELED GRAV-     980,007.7   (mgal)                       NAVD 88
 JZ2045
 JZ2045  VERT ORDER  -  SECOND    CLASS 0
 JZ2045
 JZ2045.The horizontal coordinates were scaled from a topographic map and have
 JZ2045.an estimated accuracy of +/- 6 seconds.
 JZ2045
 JZ2045.The orthometric height was determined by differential leveling
 JZ2045.and adjusted by the National Geodetic Survey in June 1991..
 JZ2045
 JZ2045.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2045.See file dsdata.txt to determine how the superseded data were derived.
 JZ2045
 JZ2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ639674(NAD 83)
 JZ2045_MARKER: DB = BENCH MARK DISK
 JZ2045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2045_SP_SET: CULVERT
 JZ2045_STAMPING: G 262 1947
 JZ2045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1790 ***********************************************************************
 JZ1790  DESIGNATION -  G 263
 JZ1790  PID         -  JZ1790
 JZ1790  STATE/COUNTY-  IN/FRANKLIN
 JZ1790  USGS QUAD   -  NEW FAIRFIELD (1994)
 JZ1790
 JZ1790                         *CURRENT SURVEY CONTROL
 JZ1790  ___________________________________________________________________
 JZ1790* NAD 83(1986)-  39 30 39.     (N)    084 59 59.     (W)     SCALED    
 JZ1790* NAVD 88     -       215.241  (meters)     706.17   (feet)  ADJUSTED  
 JZ1790  ___________________________________________________________________
 JZ1790  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JZ1790  DYNAMIC HT  -         215.113 (meters)     705.75  (feet)  COMP
 JZ1790  MODELED GRAV-     980,027.6   (mgal)                       NAVD 88
 JZ1790
 JZ1790  VERT ORDER  -  SECOND    CLASS 0
 JZ1790
 JZ1790.The horizontal coordinates were scaled from a topographic map and have
 JZ1790.an estimated accuracy of +/- 6 seconds.
 JZ1790
 JZ1790.The orthometric height was determined by differential leveling
 JZ1790.and adjusted by the National Geodetic Survey in June 1991..
 JZ1790
 JZ1790.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1790.See file dsdata.txt to determine how the superseded data were derived.
 JZ1790
 JZ1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ719753(NAD 83)
 JZ1790_MARKER: DR = REFERENCE MARK DISK
 JZ1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1790_STAMPING: G 263 1947
 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 = OCTOBER  6, 2006
 JZ1827 ***********************************************************************
 JZ1827  DESIGNATION -  G 264
 JZ1827  PID         -  JZ1827
 JZ1827  STATE/COUNTY-  IN/RIPLEY
 JZ1827  USGS QUAD   -  BATESVILLE (1993)
 JZ1827
 JZ1827                         *CURRENT SURVEY CONTROL
 JZ1827  ___________________________________________________________________
 JZ1827* NAD 83(1986)-  39 17 41.     (N)    085 11 47.     (W)     SCALED    
 JZ1827* NAVD 88     -       307.323  (meters)    1008.28   (feet)  ADJUSTED  
 JZ1827  ___________________________________________________________________
 JZ1827  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ1827  DYNAMIC HT  -         307.130 (meters)    1007.64  (feet)  COMP
 JZ1827  MODELED GRAV-     979,992.5   (mgal)                       NAVD 88
 JZ1827
 JZ1827  VERT ORDER  -  FIRST     CLASS II
 JZ1827
 JZ1827.The horizontal coordinates were scaled from a topographic map and have
 JZ1827.an estimated accuracy of +/- 6 seconds.
 JZ1827
 JZ1827.The orthometric height was determined by differential leveling
 JZ1827.and adjusted by the National Geodetic Survey in June 1991..
 JZ1827
 JZ1827.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1827.See file dsdata.txt to determine how the superseded data were derived.
 JZ1827
 JZ1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ555510(NAD 83)
 JZ1827_MARKER: DB = BENCH MARK DISK
 JZ1827_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1827_SP_SET: BUILDING
 JZ1827_STAMPING: G 264 1947
 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 = OCTOBER  6, 2006
 JZ2036 ***********************************************************************
 JZ2036  DESIGNATION -  G 265
 JZ2036  PID         -  JZ2036
 JZ2036  STATE/COUNTY-  IN/FRANKLIN
 JZ2036  USGS QUAD   -  BROOKVILLE (1993)
 JZ2036
 JZ2036                         *CURRENT SURVEY CONTROL
 JZ2036  ___________________________________________________________________
 JZ2036* NAD 83(1986)-  39 25 25.     (N)    085 03 54.     (W)     SCALED    
 JZ2036* NAVD 88     -       198.211  (meters)     650.30   (feet)  ADJUSTED  
 JZ2036  ___________________________________________________________________
 JZ2036  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ2036  DYNAMIC HT  -         198.090 (meters)     649.90  (feet)  COMP
 JZ2036  MODELED GRAV-     980,009.7   (mgal)                       NAVD 88
 JZ2036
 JZ2036  VERT ORDER  -  SECOND    CLASS 0
 JZ2036
 JZ2036.The horizontal coordinates were scaled from a topographic map and have
 JZ2036.an estimated accuracy of +/- 6 seconds.
 JZ2036
 JZ2036.The orthometric height was determined by differential leveling
 JZ2036.and adjusted by the National Geodetic Survey in June 1991..
 JZ2036
 JZ2036.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2036.See file dsdata.txt to determine how the superseded data were derived.
 JZ2036
 JZ2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ665655(NAD 83)
 JZ2036_MARKER: DB = BENCH MARK DISK
 JZ2036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2036_SP_SET: BRIDGE
 JZ2036_STAMPING: G 265 1947
 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 = OCTOBER  6, 2006
 JZ2136 ***********************************************************************
 JZ2136  DESIGNATION -  G 266
 JZ2136  PID         -  JZ2136
 JZ2136  STATE/COUNTY-  IN/DECATUR
 JZ2136  USGS QUAD   -  ADAMS (1993)
 JZ2136
 JZ2136                         *CURRENT SURVEY CONTROL
 JZ2136  ___________________________________________________________________
 JZ2136* NAD 83(1986)-  39 24 05.     (N)    085 35 26.     (W)     SCALED    
 JZ2136* NAVD 88     -       267.931  (meters)     879.04   (feet)  ADJUSTED  
 JZ2136  ___________________________________________________________________
 JZ2136  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ2136  DYNAMIC HT  -         267.766 (meters)     878.50  (feet)  COMP
 JZ2136  MODELED GRAV-     980,006.7   (mgal)                       NAVD 88
 JZ2136
 JZ2136  VERT ORDER  -  FIRST     CLASS II
 JZ2136
 JZ2136.The horizontal coordinates were scaled from a topographic map and have
 JZ2136.an estimated accuracy of +/- 6 seconds.
 JZ2136
 JZ2136.The orthometric height was determined by differential leveling
 JZ2136.and adjusted by the National Geodetic Survey in June 1991..
 JZ2136
 JZ2136.The geoid height was determined by GEOID03.
 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     -   461,060.      106,560.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2136.See file dsdata.txt to determine how the superseded data were derived.
 JZ2136
 JZ2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ213622(NAD 83)
 JZ2136_MARKER: DB = BENCH MARK DISK
 JZ2136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2136_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 JZ2246 ***********************************************************************
 JZ2246  DESIGNATION -  G 267
 JZ2246  PID         -  JZ2246
 JZ2246  STATE/COUNTY-  IN/SHELBY
 JZ2246  USGS QUAD   -  HOPE (1993)
 JZ2246
 JZ2246                         *CURRENT SURVEY CONTROL
 JZ2246  ___________________________________________________________________
 JZ2246* NAD 83(1986)-  39 21 53.     (N)    085 49 04.     (W)     SCALED    
 JZ2246* NAVD 88     -       212.461  (meters)     697.05   (feet)  ADJUSTED  
 JZ2246  ___________________________________________________________________
 JZ2246  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JZ2246  DYNAMIC HT  -         212.332 (meters)     696.63  (feet)  COMP
 JZ2246  MODELED GRAV-     980,017.2   (mgal)                       NAVD 88
 JZ2246
 JZ2246  VERT ORDER  -  SECOND    CLASS 0
 JZ2246
 JZ2246.The horizontal coordinates were scaled from a topographic map and have
 JZ2246.an estimated accuracy of +/- 6 seconds.
 JZ2246
 JZ2246.The orthometric height was determined by differential leveling
 JZ2246.and adjusted by the National Geodetic Survey in June 1991..
 JZ2246
 JZ2246.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2246.See file dsdata.txt to determine how the superseded data were derived.
 JZ2246
 JZ2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ018579(NAD 83)
 JZ2246_MARKER: DB = BENCH MARK DISK
 JZ2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2246_STAMPING: G 267 1947
 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 = OCTOBER  6, 2006
 JZ2228 ***********************************************************************
 JZ2228  DESIGNATION -  G 268
 JZ2228  PID         -  JZ2228
 JZ2228  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2228  USGS QUAD   -  ELIZABETHTOWN (1993)
 JZ2228
 JZ2228                         *CURRENT SURVEY CONTROL
 JZ2228  ___________________________________________________________________
 JZ2228* NAD 83(1986)-  39 13 30.     (N)    085 47 26.     (W)     SCALED    
 JZ2228* NAVD 88     -       200.544  (meters)     657.95   (feet)  ADJUSTED  
 JZ2228  ___________________________________________________________________
 JZ2228  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JZ2228  DYNAMIC HT  -         200.420 (meters)     657.54  (feet)  COMP
 JZ2228  MODELED GRAV-     980,005.9   (mgal)                       NAVD 88
 JZ2228
 JZ2228  VERT ORDER  -  SECOND    CLASS 0
 JZ2228
 JZ2228.The horizontal coordinates were scaled from a topographic map and have
 JZ2228.an estimated accuracy of +/- 6 seconds.
 JZ2228
 JZ2228.The orthometric height was determined by differential leveling
 JZ2228.and adjusted by the National Geodetic Survey in June 1991..
 JZ2228
 JZ2228.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2228.See file dsdata.txt to determine how the superseded data were derived.
 JZ2228
 JZ2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ043424(NAD 83)
 JZ2228_MARKER: DB = BENCH MARK DISK
 JZ2228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2228_STAMPING: G 268 1947
 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             BUTLER
 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 AND SEUFERT INC 2005 (JRC)
 JZ2228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1265 ***********************************************************************
 JZ1265  DESIGNATION -  G 269
 JZ1265  PID         -  JZ1265
 JZ1265  STATE/COUNTY-  IN/FRANKLIN
 JZ1265  USGS QUAD   -  NEW FAIRFIELD (1994)
 JZ1265
 JZ1265                         *CURRENT SURVEY CONTROL
 JZ1265  ___________________________________________________________________
 JZ1265* NAD 83(1986)-  39 30 34.     (N)    084 53 29.     (W)     SCALED    
 JZ1265* NAVD 88     -       314.995  (meters)    1033.45   (feet)  ADJUSTED  
 JZ1265  ___________________________________________________________________
 JZ1265  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JZ1265  DYNAMIC HT  -         314.812 (meters)    1032.85  (feet)  COMP
 JZ1265  MODELED GRAV-     980,036.2   (mgal)                       NAVD 88
 JZ1265
 JZ1265  VERT ORDER  -  SECOND    CLASS 0
 JZ1265
 JZ1265.The horizontal coordinates were scaled from a topographic map and have
 JZ1265.an estimated accuracy of +/- 6 seconds.
 JZ1265
 JZ1265.The orthometric height was determined by differential leveling
 JZ1265.and adjusted by the National Geodetic Survey in June 1991..
 JZ1265
 JZ1265.The geoid height was determined by GEOID03.
 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     -   473,340.      166,670.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1265.See file dsdata.txt to determine how the superseded data were derived.
 JZ1265
 JZ1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ812754(NAD 83)
 JZ1265_MARKER: DB = BENCH MARK DISK
 JZ1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1265_STAMPING: G 269 1947
 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'N 39 30.572, W 84 53.470 (CONSUMER-GRADE GPS)
 JZ1265'THE LOCATION IS NOW IN A RESIDENTIAL LAWN.  THE BARN, FENCE AND
 JZ1265'WITNESS POST ARE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0431 ***********************************************************************
 LB0431  DESIGNATION -  G 27
 LB0431  PID         -  LB0431
 LB0431  STATE/COUNTY-  IN/HOWARD
 LB0431  USGS QUAD   -  KOKOMO WEST (1992)
 LB0431
 LB0431                         *CURRENT SURVEY CONTROL
 LB0431  ___________________________________________________________________
 LB0431* NAD 83(1986)-  40 25 38.     (N)    086 14 34.     (W)     SCALED    
 LB0431* NAVD 88     -       256.133  (meters)     840.33   (feet)  ADJUSTED  
 LB0431  ___________________________________________________________________
 LB0431  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 LB0431  DYNAMIC HT  -         255.998 (meters)     839.89  (feet)  COMP
 LB0431  MODELED GRAV-     980,093.0   (mgal)                       NAVD 88
 LB0431
 LB0431  VERT ORDER  -  SECOND    CLASS 0
 LB0431
 LB0431.The horizontal coordinates were scaled from a topographic map and have
 LB0431.an estimated accuracy of +/- 6 seconds.
 LB0431
 LB0431.The orthometric height was determined by differential leveling
 LB0431.and adjusted by the National Geodetic Survey in June 1991..
 LB0431
 LB0431.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0431.See file dsdata.txt to determine how the superseded data were derived.
 LB0431
 LB0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK642754(NAD 83)
 LB0431_MARKER: DB = BENCH MARK DISK
 LB0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0431_STAMPING: G 27 1934
 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             NGS
 LB0431
 LB0431                          STATION DESCRIPTION
 LB0431
 LB0431'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2165 ***********************************************************************
 JZ2165  DESIGNATION -  G 270
 JZ2165  PID         -  JZ2165
 JZ2165  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2165  USGS QUAD   -  GRAMMER (1993)
 JZ2165
 JZ2165                         *CURRENT SURVEY CONTROL
 JZ2165  ___________________________________________________________________
 JZ2165* NAD 83(1986)-  39 09 35.     (N)    085 43 30.     (W)     SCALED    
 JZ2165* NAVD 88     -       219.092  (meters)     718.80   (feet)  ADJUSTED  
 JZ2165  ___________________________________________________________________
 JZ2165  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ2165  DYNAMIC HT  -         218.955 (meters)     718.35  (feet)  COMP
 JZ2165  MODELED GRAV-     979,999.0   (mgal)                       NAVD 88
 JZ2165
 JZ2165  VERT ORDER  -  SECOND    CLASS 0
 JZ2165
 JZ2165.The horizontal coordinates were scaled from a topographic map and have
 JZ2165.an estimated accuracy of +/- 6 seconds.
 JZ2165
 JZ2165.The orthometric height was determined by differential leveling
 JZ2165.and adjusted by the National Geodetic Survey in June 1991..
 JZ2165
 JZ2165.The geoid height was determined by GEOID03.
 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     -   434,230.       94,960.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2165.See file dsdata.txt to determine how the superseded data were derived.
 JZ2165
 JZ2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ101352(NAD 83)
 JZ2165_MARKER: DB = BENCH MARK DISK
 JZ2165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2165_STAMPING: G 270 1947
 JZ2165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2165+STABILITY: SURFACE MOTION
 JZ2165
 JZ2165  HISTORY     - Date     Condition        Report By
 JZ2165  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2218 ***********************************************************************
 JZ2218  DESIGNATION -  G 271
 JZ2218  PID         -  JZ2218
 JZ2218  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2218  USGS QUAD   -  COLUMBUS (1993)
 JZ2218
 JZ2218                         *CURRENT SURVEY CONTROL
 JZ2218  ___________________________________________________________________
 JZ2218* NAD 83(1986)-  39 09 29.     (N)    085 55 28.     (W)     SCALED    
 JZ2218* NAVD 88     -       187.395  (meters)     614.81   (feet)  ADJUSTED  
 JZ2218  ___________________________________________________________________
 JZ2218  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JZ2218  DYNAMIC HT  -         187.280 (meters)     614.43  (feet)  COMP
 JZ2218  MODELED GRAV-     980,008.9   (mgal)                       NAVD 88
 JZ2218
 JZ2218  VERT ORDER  -  SECOND    CLASS 0
 JZ2218
 JZ2218.The horizontal coordinates were scaled from a topographic map and have
 JZ2218.an estimated accuracy of +/- 6 seconds.
 JZ2218
 JZ2218.The orthometric height was determined by differential leveling
 JZ2218.and adjusted by the National Geodetic Survey in June 1991..
 JZ2218
 JZ2218.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2218.See file dsdata.txt to determine how the superseded data were derived.
 JZ2218
 JZ2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ929348(NAD 83)
 JZ2218_MARKER: DB = BENCH MARK DISK
 JZ2218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2218_STAMPING: G 271 1947
 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 = OCTOBER  6, 2006
 JZ1837 ***********************************************************************
 JZ1837  DESIGNATION -  G 272
 JZ1837  PID         -  JZ1837
 JZ1837  STATE/COUNTY-  IN/DECATUR
 JZ1837  USGS QUAD   -  GREENSBURG (1993)
 JZ1837
 JZ1837                         *CURRENT SURVEY CONTROL
 JZ1837  ___________________________________________________________________
 JZ1837* NAD 83(1986)-  39 19 02.     (N)    085 22 54.     (W)     SCALED    
 JZ1837* NAVD 88     -       304.397  (meters)     998.68   (feet)  ADJUSTED  
 JZ1837  ___________________________________________________________________
 JZ1837  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ1837  DYNAMIC HT  -         304.206 (meters)     998.05  (feet)  COMP
 JZ1837  MODELED GRAV-     979,991.1   (mgal)                       NAVD 88
 JZ1837
 JZ1837  VERT ORDER  -  FIRST     CLASS II
 JZ1837
 JZ1837.The horizontal coordinates were scaled from a topographic map and have
 JZ1837.an estimated accuracy of +/- 6 seconds.
 JZ1837
 JZ1837.The orthometric height was determined by differential leveling
 JZ1837.and adjusted by the National Geodetic Survey in June 1991..
 JZ1837.WARNING-Repeat measurements at this control monument indicate possible
 JZ1837.vertical movement.
 JZ1837
 JZ1837.The geoid height was determined by GEOID03.
 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     -   451,750.      124,580.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1837.See file dsdata.txt to determine how the superseded data were derived.
 JZ1837
 JZ1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ395532(NAD 83)
 JZ1837_MARKER: DB = BENCH MARK DISK
 JZ1837_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ1837_SP_SET: 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ0547 ***********************************************************************
 JZ0547  DESIGNATION -  G 273
 JZ0547  PID         -  JZ0547
 JZ0547  STATE/COUNTY-  IN/DEARBORN
 JZ0547  USGS QUAD   -  GUILFORD (1983)
 JZ0547
 JZ0547                         *CURRENT SURVEY CONTROL
 JZ0547  ___________________________________________________________________
 JZ0547* NAD 83(1986)-  39 10 13.     (N)    084 54 31.     (W)     SCALED    
 JZ0547* NAVD 88     -       153.286  (meters)     502.91   (feet)  ADJUSTED  
 JZ0547  ___________________________________________________________________
 JZ0547  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ0547  DYNAMIC HT  -         153.192 (meters)     502.60  (feet)  COMP
 JZ0547  MODELED GRAV-     980,009.3   (mgal)                       NAVD 88
 JZ0547
 JZ0547  VERT ORDER  -  FIRST     CLASS II
 JZ0547
 JZ0547.The horizontal coordinates were scaled from a topographic map and have
 JZ0547.an estimated accuracy of +/- 6 seconds.
 JZ0547
 JZ0547.The orthometric height was determined by differential leveling
 JZ0547.and adjusted by the National Geodetic Survey in June 1991..
 JZ0547
 JZ0547.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0547.See file dsdata.txt to determine how the superseded data were derived.
 JZ0547
 JZ0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ806377(NAD 83)
 JZ0547_MARKER: DB = BENCH MARK DISK
 JZ0547_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ0547_SP_SET: 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 = OCTOBER  6, 2006
 JZ0929 ***********************************************************************
 JZ0929  DESIGNATION -  G 274
 JZ0929  PID         -  JZ0929
 JZ0929  STATE/COUNTY-  IN/FRANKLIN
 JZ0929  USGS QUAD   -  CEDAR GROVE (1994)
 JZ0929
 JZ0929                         *CURRENT SURVEY CONTROL
 JZ0929  ___________________________________________________________________
 JZ0929* NAD 83(1986)-  39 18 53.     (N)    084 53 10.     (W)     SCALED    
 JZ0929* NAVD 88     -       286.341  (meters)     939.44   (feet)  ADJUSTED  
 JZ0929  ___________________________________________________________________
 JZ0929  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JZ0929  DYNAMIC HT  -         286.171 (meters)     938.88  (feet)  COMP
 JZ0929  MODELED GRAV-     980,025.4   (mgal)                       NAVD 88
 JZ0929
 JZ0929  VERT ORDER  -  SECOND    CLASS 0
 JZ0929
 JZ0929.The horizontal coordinates were scaled from a topographic map and have
 JZ0929.an estimated accuracy of +/- 6 seconds.
 JZ0929
 JZ0929.The orthometric height was determined by differential leveling
 JZ0929.and adjusted by the National Geodetic Survey in June 1991..
 JZ0929
 JZ0929.The geoid height was determined by GEOID03.
 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     -   451,730.      167,310.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0929.See file dsdata.txt to determine how the superseded data were derived.
 JZ0929
 JZ0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ822538(NAD 83)
 JZ0929_MARKER: DB = BENCH MARK DISK
 JZ0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0929_STAMPING: G 274 1947
 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 = OCTOBER  6, 2006
 HB0096 ***********************************************************************
 HB0096  DESIGNATION -  G 275
 HB0096  PID         -  HB0096
 HB0096  STATE/COUNTY-  IN/POSEY
 HB0096  USGS QUAD   -  EMMA (1978)
 HB0096
 HB0096                         *CURRENT SURVEY CONTROL
 HB0096  ___________________________________________________________________
 HB0096* NAD 83(1986)-  37 52 40.     (N)    088 03 29.     (W)     SCALED    
 HB0096* NAVD 88     -       109.812  (meters)     360.27   (feet)  ADJUSTED  
 HB0096  ___________________________________________________________________
 HB0096  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 HB0096  DYNAMIC HT  -         109.737 (meters)     360.03  (feet)  COMP
 HB0096  MODELED GRAV-     979,947.6   (mgal)                       NAVD 88
 HB0096
 HB0096  VERT ORDER  -  FIRST     CLASS II
 HB0096
 HB0096.The horizontal coordinates were scaled from a topographic map and have
 HB0096.an estimated accuracy of +/- 6 seconds.
 HB0096
 HB0096.The orthometric height was determined by differential leveling
 HB0096.and adjusted by the National Geodetic Survey in June 1991..
 HB0096
 HB0096.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HB0096
 HB0096  NGVD 29 (??/??/??)  109.919  (m)          360.63   (f) ADJUSTED    1 2
 HB0096
 HB0096.Superseded values are not recommended for survey control.
 HB0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0096.See file dsdata.txt to determine how the superseded data were derived.
 HB0096
 HB0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG069927(NAD 83)
 HB0096_MARKER: DB = BENCH MARK DISK
 HB0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0096_STAMPING: G 275 1954
 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 = OCTOBER  6, 2006
 JZ1598 ***********************************************************************
 JZ1598  DESIGNATION -  G 276
 JZ1598  PID         -  JZ1598
 JZ1598  STATE/COUNTY-  IN/FAYETTE
 JZ1598  USGS QUAD   -  CAMBRIDGE CITY (1981)
 JZ1598
 JZ1598                         *CURRENT SURVEY CONTROL
 JZ1598  ___________________________________________________________________
 JZ1598* NAD 83(1986)-  39 45 33.     (N)    085 11 04.     (W)     SCALED    
 JZ1598* NAVD 88     -       314.071  (meters)    1030.41   (feet)  ADJUSTED  
 JZ1598  ___________________________________________________________________
 JZ1598  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JZ1598  DYNAMIC HT  -         313.889 (meters)    1029.82  (feet)  COMP
 JZ1598  MODELED GRAV-     980,038.6   (mgal)                       NAVD 88
 JZ1598
 JZ1598  VERT ORDER  -  SECOND    CLASS 0
 JZ1598
 JZ1598.The horizontal coordinates were scaled from a topographic map and have
 JZ1598.an estimated accuracy of +/- 6 seconds.
 JZ1598
 JZ1598.The orthometric height was determined by differential leveling
 JZ1598.and adjusted by the National Geodetic Survey in June 1991..
 JZ1598
 JZ1598.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1598.See file dsdata.txt to determine how the superseded data were derived.
 JZ1598
 JZ1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK555026(NAD 83)
 JZ1598_MARKER: DB = BENCH MARK DISK
 JZ1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1598_STAMPING: G 276 1947
 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 = OCTOBER  6, 2006
 JZ1217 ***********************************************************************
 JZ1217  DESIGNATION -  G 277
 JZ1217  PID         -  JZ1217
 JZ1217  STATE/COUNTY-  IN/WAYNE
 JZ1217  USGS QUAD   -  LIBERTY (1974)
 JZ1217
 JZ1217                         *CURRENT SURVEY CONTROL
 JZ1217  ___________________________________________________________________
 JZ1217* NAD 83(1986)-  39 44 45.     (N)    084 55 27.     (W)     SCALED    
 JZ1217* NAVD 88     -       300.361  (meters)     985.43   (feet)  ADJUSTED  
 JZ1217  ___________________________________________________________________
 JZ1217  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JZ1217  DYNAMIC HT  -         300.187 (meters)     984.86  (feet)  COMP
 JZ1217  MODELED GRAV-     980,037.3   (mgal)                       NAVD 88
 JZ1217
 JZ1217  VERT ORDER  -  SECOND    CLASS 0
 JZ1217
 JZ1217.The horizontal coordinates were scaled from a topographic map and have
 JZ1217.an estimated accuracy of +/- 6 seconds.
 JZ1217
 JZ1217.The orthometric height was determined by differential leveling
 JZ1217.and adjusted by the National Geodetic Survey in June 1991..
 JZ1217
 JZ1217.The geoid height was determined by GEOID03.
 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     -   499,560.      163,640.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1217.See file dsdata.txt to determine how the superseded data were derived.
 JZ1217
 JZ1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK778016(NAD 83)
 JZ1217_MARKER: DB = BENCH MARK DISK
 JZ1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1217_STAMPING: G 277 1947
 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)
 JZ1217'39 44.759 84 55.452 (18 FT ACCURACY) CONSUMER-GRADE GPS.
 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 = OCTOBER  6, 2006
 HZ1318 ***********************************************************************
 HZ1318  DESIGNATION -  G 278
 HZ1318  PID         -  HZ1318
 HZ1318  STATE/COUNTY-  IN/CLARK
 HZ1318  USGS QUAD   -  SPEED (1994)
 HZ1318
 HZ1318                         *CURRENT SURVEY CONTROL
 HZ1318  ___________________________________________________________________
 HZ1318* NAD 83(1986)-  38 24 18.     (N)    085 48 15.     (W)     SCALED    
 HZ1318* NAVD 88     -       168.352  (meters)     552.33   (feet)  ADJUSTED  
 HZ1318  ___________________________________________________________________
 HZ1318  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 HZ1318  DYNAMIC HT  -         168.239 (meters)     551.96  (feet)  COMP
 HZ1318  MODELED GRAV-     979,954.3   (mgal)                       NAVD 88
 HZ1318
 HZ1318  VERT ORDER  -  FIRST     CLASS II
 HZ1318
 HZ1318.The horizontal coordinates were scaled from a topographic map and have
 HZ1318.an estimated accuracy of +/- 6 seconds.
 HZ1318
 HZ1318.The orthometric height was determined by differential leveling
 HZ1318.and adjusted by the National Geodetic Survey in June 1991..
 HZ1318
 HZ1318.The geoid height was determined by GEOID03.
 HZ1318
 HZ1318.The dynamic height is computed by dividing the NAVD 88
 HZ1318.geopotential number by the normal gravity value computed on the
 HZ1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1318.degrees latitude (g = 980.6199 gals.).
 HZ1318
 HZ1318.The modeled gravity was interpolated from observed gravity values.
 HZ1318
 HZ1318;                    North         East    Units  Estimated Accuracy
 HZ1318;SPC IN E     -   350,460.       87,990.      MT  (+/- 180 meters Scaled)
 HZ1318
 HZ1318                          SUPERSEDED SURVEY CONTROL
 HZ1318
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1318.See file dsdata.txt to determine how the superseded data were derived.
 HZ1318
 HZ1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH044514(NAD 83)
 HZ1318_MARKER: DB = BENCH MARK DISK
 HZ1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1318_STAMPING: G 278 1949
 HZ1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1318+STABILITY: SURFACE MOTION
 HZ1318
 HZ1318  HISTORY     - Date     Condition        Report By
 HZ1318  HISTORY     - 1949     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0205 ***********************************************************************
 JA0205  DESIGNATION -  G 279
 JA0205  PID         -  JA0205
 JA0205  STATE/COUNTY-  IN/WASHINGTON
 JA0205  USGS QUAD   -  BECKS MILL (1994)
 JA0205
 JA0205                         *CURRENT SURVEY CONTROL
 JA0205  ___________________________________________________________________
 JA0205* NAD 83(1986)-  38 36 41.     (N)    086 07 39.     (W)     SCALED    
 JA0205* NAVD 88     -       220.121  (meters)     722.18   (feet)  ADJUSTED  
 JA0205  ___________________________________________________________________
 JA0205  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JA0205  DYNAMIC HT  -         219.974 (meters)     721.70  (feet)  COMP
 JA0205  MODELED GRAV-     979,957.6   (mgal)                       NAVD 88
 JA0205
 JA0205  VERT ORDER  -  FIRST     CLASS II
 JA0205
 JA0205.The horizontal coordinates were scaled from a topographic map and have
 JA0205.an estimated accuracy of +/- 6 seconds.
 JA0205
 JA0205.The orthometric height was determined by differential leveling
 JA0205.and adjusted by the National Geodetic Survey in June 1991..
 JA0205
 JA0205.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0205.See file dsdata.txt to determine how the superseded data were derived.
 JA0205
 JA0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH759740(NAD 83)
 JA0205_MARKER: DB = BENCH MARK DISK
 JA0205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0205_SP_SET: BRIDGE
 JA0205_STAMPING: G 279 1949
 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 = OCTOBER  6, 2006
 JA0808 ***********************************************************************
 JA0808  DESIGNATION -  G 280
 JA0808  PID         -  JA0808
 JA0808  STATE/COUNTY-  IN/GREENE
 JA0808  USGS QUAD   -  OWENSBURG (1978)
 JA0808
 JA0808                         *CURRENT SURVEY CONTROL
 JA0808  ___________________________________________________________________
 JA0808* NAD 83(1986)-  38 59 06.     (N)    086 44 30.     (W)     SCALED    
 JA0808* NAVD 88     -       260.081  (meters)     853.28   (feet)  ADJUSTED  
 JA0808  ___________________________________________________________________
 JA0808  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JA0808  DYNAMIC HT  -         259.918 (meters)     852.75  (feet)  COMP
 JA0808  MODELED GRAV-     979,994.0   (mgal)                       NAVD 88
 JA0808
 JA0808  VERT ORDER  -  FIRST     CLASS II
 JA0808
 JA0808.The horizontal coordinates were scaled from a topographic map and have
 JA0808.an estimated accuracy of +/- 6 seconds.
 JA0808
 JA0808.The orthometric height was determined by differential leveling
 JA0808.and adjusted by the National Geodetic Survey in June 1991..
 JA0808
 JA0808.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0808.See file dsdata.txt to determine how the superseded data were derived.
 JA0808
 JA0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ223151(NAD 83)
 JA0808_MARKER: DB = BENCH MARK DISK
 JA0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0808_STAMPING: G 280 1949
 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             BUTLER
 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 AND SEUFERT INC 2006 (JRC)
 JA0808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0776 ***********************************************************************
 JA0776  DESIGNATION -  G 281
 JA0776  PID         -  JA0776
 JA0776  STATE/COUNTY-  IN/LAWRENCE
 JA0776  USGS QUAD   -  BEDFORD WEST (1993)
 JA0776
 JA0776                         *CURRENT SURVEY CONTROL
 JA0776  ___________________________________________________________________
 JA0776* NAD 83(1986)-  38 47 55.     (N)    086 30 04.     (W)     SCALED    
 JA0776* NAVD 88     -       169.816  (meters)     557.14   (feet)  ADJUSTED  
 JA0776  ___________________________________________________________________
 JA0776  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 JA0776  DYNAMIC HT  -         169.708 (meters)     556.78  (feet)  COMP
 JA0776  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 JA0776
 JA0776  VERT ORDER  -  FIRST     CLASS II
 JA0776
 JA0776.The horizontal coordinates were scaled from a topographic map and have
 JA0776.an estimated accuracy of +/- 6 seconds.
 JA0776
 JA0776.The orthometric height was determined by differential leveling
 JA0776.and adjusted by the National Geodetic Survey in June 1991..
 JA0776
 JA0776.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0776.See file dsdata.txt to determine how the superseded data were derived.
 JA0776
 JA0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH433945(NAD 83)
 JA0776_MARKER: DB = BENCH MARK DISK
 JA0776_SETTING: 66 = SET IN ROCK OUTCROP
 JA0776_SP_SET: ROCK CUT
 JA0776_STAMPING: G 281 1949
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0792 ***********************************************************************
 JA0792  DESIGNATION -  G 282
 JA0792  PID         -  JA0792
 JA0792  STATE/COUNTY-  IN/LAWRENCE
 JA0792  USGS QUAD   -  OOLITIC (1978)
 JA0792
 JA0792                         *CURRENT SURVEY CONTROL
 JA0792  ___________________________________________________________________
 JA0792* NAD 83(1986)-  38 55 52.     (N)    086 35 50.     (W)     SCALED    
 JA0792* NAVD 88     -       243.263  (meters)     798.11   (feet)  ADJUSTED  
 JA0792  ___________________________________________________________________
 JA0792  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JA0792  DYNAMIC HT  -         243.110 (meters)     797.60  (feet)  COMP
 JA0792  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 JA0792
 JA0792  VERT ORDER  -  FIRST     CLASS II
 JA0792
 JA0792.The horizontal coordinates were scaled from a topographic map and have
 JA0792.an estimated accuracy of +/- 6 seconds.
 JA0792
 JA0792.The orthometric height was determined by differential leveling
 JA0792.and adjusted by the National Geodetic Survey in June 1991..
 JA0792
 JA0792.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0792.See file dsdata.txt to determine how the superseded data were derived.
 JA0792
 JA0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ349092(NAD 83)
 JA0792_MARKER: DB = BENCH MARK DISK
 JA0792_SETTING: 66 = SET IN ROCK OUTCROP
 JA0792_SP_SET: ROCK OUTCROP
 JA0792_STAMPING: G 282 1949
 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 = OCTOBER  6, 2006
 JA1208 ***********************************************************************
 JA1208  DESIGNATION -  G 283
 JA1208  PID         -  JA1208
 JA1208  STATE/COUNTY-  IN/POSEY
 JA1208  USGS QUAD   -  NEW HARMONY (1980)
 JA1208
 JA1208                         *CURRENT SURVEY CONTROL
 JA1208  ___________________________________________________________________
 JA1208* NAD 83(1986)-  38 10 41.     (N)    087 54 51.     (W)     SCALED    
 JA1208* NAVD 88     -       114.395  (meters)     375.31   (feet)  ADJUSTED  
 JA1208  ___________________________________________________________________
 JA1208  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 JA1208  DYNAMIC HT  -         114.319 (meters)     375.06  (feet)  COMP
 JA1208  MODELED GRAV-     979,960.6   (mgal)                       NAVD 88
 JA1208
 JA1208  VERT ORDER  -  FIRST     CLASS II
 JA1208
 JA1208.The horizontal coordinates were scaled from a topographic map and have
 JA1208.an estimated accuracy of +/- 6 seconds.
 JA1208
 JA1208.The orthometric height was determined by differential leveling
 JA1208.and adjusted by the National Geodetic Survey in June 1991..
 JA1208
 JA1208.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1208.See file dsdata.txt to determine how the superseded data were derived.
 JA1208
 JA1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH199259(NAD 83)
 JA1208_MARKER: DB = BENCH MARK DISK
 JA1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1208_STAMPING: G 283 1954
 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 = OCTOBER  6, 2006
 JA1188 ***********************************************************************
 JA1188  DESIGNATION -  G 284
 JA1188  PID         -  JA1188
 JA1188  STATE/COUNTY-  IN/GIBSON
 JA1188  USGS QUAD   -  GRAYVILLE (1980)
 JA1188
 JA1188                         *CURRENT SURVEY CONTROL
 JA1188  ___________________________________________________________________
 JA1188* NAD 83(1986)-  38 16 29.     (N)    087 53 50.     (W)     SCALED    
 JA1188* NAVD 88     -       116.643  (meters)     382.69   (feet)  ADJUSTED  
 JA1188  ___________________________________________________________________
 JA1188  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 JA1188  DYNAMIC HT  -         116.567 (meters)     382.44  (feet)  COMP
 JA1188  MODELED GRAV-     979,973.4   (mgal)                       NAVD 88
 JA1188
 JA1188  VERT ORDER  -  FIRST     CLASS II
 JA1188
 JA1188.The horizontal coordinates were scaled from a topographic map and have
 JA1188.an estimated accuracy of +/- 6 seconds.
 JA1188
 JA1188.The orthometric height was determined by differential leveling
 JA1188.and adjusted by the National Geodetic Survey in June 1991..
 JA1188
 JA1188.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1188.See file dsdata.txt to determine how the superseded data were derived.
 JA1188
 JA1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH215366(NAD 83)
 JA1188_MARKER: DB = BENCH MARK DISK
 JA1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1188_STAMPING: G 284 1954
 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 = OCTOBER  6, 2006
 JA1346 ***********************************************************************
 JA1346  DESIGNATION -  G 285
 JA1346  PID         -  JA1346
 JA1346  STATE/COUNTY-  IN/KNOX
 JA1346  USGS QUAD   -  DECKER (1984)
 JA1346
 JA1346                         *CURRENT SURVEY CONTROL
 JA1346  ___________________________________________________________________
 JA1346* NAD 83(1986)-  38 37 25.     (N)    087 36 49.     (W)     SCALED    
 JA1346* NAVD 88     -       124.191  (meters)     407.45   (feet)  ADJUSTED  
 JA1346  ___________________________________________________________________
 JA1346  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 JA1346  DYNAMIC HT  -         124.114 (meters)     407.20  (feet)  COMP
 JA1346  MODELED GRAV-     980,008.1   (mgal)                       NAVD 88
 JA1346
 JA1346  VERT ORDER  -  FIRST     CLASS II
 JA1346
 JA1346.The horizontal coordinates were scaled from a topographic map and have
 JA1346.an estimated accuracy of +/- 6 seconds.
 JA1346
 JA1346.The orthometric height was determined by differential leveling
 JA1346.and adjusted by the National Geodetic Survey in June 1991..
 JA1346
 JA1346.The geoid height was determined by GEOID03.
 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     -   374,850.      853,820.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1346.See file dsdata.txt to determine how the superseded data were derived.
 JA1346
 JA1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH465751(NAD 83)
 JA1346_MARKER: DB = BENCH MARK DISK
 JA1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1346_STAMPING: G 285 1954
 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 = OCTOBER  6, 2006
 ME1146 ***********************************************************************
 ME1146  DESIGNATION -  G 286
 ME1146  PID         -  ME1146
 ME1146  STATE/COUNTY-  IN/LAKE
 ME1146  USGS QUAD   -  SCHNEIDER (1992)
 ME1146
 ME1146                         *CURRENT SURVEY CONTROL
 ME1146  ___________________________________________________________________
 ME1146* NAD 83(1986)-  41 14 47.     (N)    087 29 18.     (W)     SCALED    
 ME1146* NAVD 88     -       212.202  (meters)     696.20   (feet)  ADJUSTED  
 ME1146  ___________________________________________________________________
 ME1146  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 ME1146  DYNAMIC HT  -         212.114 (meters)     695.91  (feet)  COMP
 ME1146  MODELED GRAV-     980,204.5   (mgal)                       NAVD 88
 ME1146
 ME1146  VERT ORDER  -  SECOND    CLASS 0
 ME1146
 ME1146.The horizontal coordinates were scaled from a topographic map and have
 ME1146.an estimated accuracy of +/- 6 seconds.
 ME1146
 ME1146.The orthometric height was determined by differential leveling
 ME1146.and adjusted by the National Geodetic Survey in June 1991..
 ME1146
 ME1146.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1146.See file dsdata.txt to determine how the superseded data were derived.
 ME1146
 ME1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL590662(NAD 83)
 ME1146_MARKER: DB = BENCH MARK DISK
 ME1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1146_STAMPING: G 286 1954
 ME1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1146+STABILITY: SURFACE MOTION
 ME1146
 ME1146  HISTORY     - Date     Condition        Report By
 ME1146  HISTORY     - 1954     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1446 ***********************************************************************
 LB1446  DESIGNATION -  G 29
 LB1446  PID         -  LB1446
 LB1446  STATE/COUNTY-  IN/NEWTON
 LB1446  USGS QUAD   -  GOODLAND (1976)
 LB1446
 LB1446                         *CURRENT SURVEY CONTROL
 LB1446  ___________________________________________________________________
 LB1446* NAD 83(1986)-  40 45 51.     (N)    087 17 37.     (W)     SCALED    
 LB1446* NAVD 88     -       219.790  (meters)     721.09   (feet)  ADJUSTED  
 LB1446  ___________________________________________________________________
 LB1446  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 LB1446  DYNAMIC HT  -         219.690 (meters)     720.77  (feet)  COMP
 LB1446  MODELED GRAV-     980,162.9   (mgal)                       NAVD 88
 LB1446
 LB1446  VERT ORDER  -  SECOND    CLASS 0
 LB1446
 LB1446.The horizontal coordinates were scaled from a topographic map and have
 LB1446.an estimated accuracy of +/- 6 seconds.
 LB1446
 LB1446.The orthometric height was determined by differential leveling
 LB1446.and adjusted by the National Geodetic Survey in June 1991..
 LB1446.WARNING-Repeat measurements at this control monument indicate possible
 LB1446.vertical movement.
 LB1446
 LB1446.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1446.See file dsdata.txt to determine how the superseded data were derived.
 LB1446
 LB1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL752126(NAD 83)
 LB1446_MARKER: DB = BENCH MARK DISK
 LB1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1446_STAMPING: G 29 1934
 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             NGS
 LB1446
 LB1446                          STATION DESCRIPTION
 LB1446
 LB1446'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA0427 ***********************************************************************
 HA0427  DESIGNATION -  G 291
 HA0427  PID         -  HA0427
 HA0427  STATE/COUNTY-  IN/PERRY
 HA0427  USGS QUAD   -  TELL CITY (1980)
 HA0427
 HA0427                         *CURRENT SURVEY CONTROL
 HA0427  ___________________________________________________________________
 HA0427* NAD 83(1986)-  37 59 41.     (N)    086 48 23.     (W)     SCALED    
 HA0427* NAVD 88     -       120.058  (meters)     393.89   (feet)  ADJUSTED  
 HA0427  ___________________________________________________________________
 HA0427  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 HA0427  DYNAMIC HT  -         119.974 (meters)     393.61  (feet)  COMP
 HA0427  MODELED GRAV-     979,931.9   (mgal)                       NAVD 88
 HA0427
 HA0427  VERT ORDER  -  FIRST     CLASS II
 HA0427
 HA0427.The horizontal coordinates were scaled from a topographic map and have
 HA0427.an estimated accuracy of +/- 6 seconds.
 HA0427
 HA0427.The orthometric height was determined by differential leveling
 HA0427.and adjusted by the National Geodetic Survey in June 1991..
 HA0427.WARNING-Repeat measurements at this control monument indicate possible
 HA0427.vertical movement.
 HA0427
 HA0427.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0427.See file dsdata.txt to determine how the superseded data were derived.
 HA0427
 HA0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH170052(NAD 83)
 HA0427_MARKER: DB = BENCH MARK DISK
 HA0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0427_STAMPING: G 291 1962
 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             NGS
 HA0427
 HA0427                          STATION DESCRIPTION
 HA0427
 HA0427'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1300 ***********************************************************************
 JA1300  DESIGNATION -  G 292
 JA1300  PID         -  JA1300
 JA1300  STATE/COUNTY-  IN/KNOX
 JA1300  USGS QUAD   -  RUSSELLVILLE (1977)
 JA1300
 JA1300                         *CURRENT SURVEY CONTROL
 JA1300  ___________________________________________________________________
 JA1300* NAD 83(1986)-  38 52 02.     (N)    087 31 26.     (W)     SCALED    
 JA1300* NAVD 88     -       132.974  (meters)     436.27   (feet)  ADJUSTED  
 JA1300  ___________________________________________________________________
 JA1300  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JA1300  DYNAMIC HT  -         132.894 (meters)     436.00  (feet)  COMP
 JA1300  MODELED GRAV-     980,024.6   (mgal)                       NAVD 88
 JA1300
 JA1300  VERT ORDER  -  FIRST     CLASS II
 JA1300
 JA1300.The horizontal coordinates were scaled from a topographic map and have
 JA1300.an estimated accuracy of +/- 6 seconds.
 JA1300
 JA1300.The orthometric height was determined by differential leveling
 JA1300.and adjusted by the National Geodetic Survey in June 1991..
 JA1300
 JA1300.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1300.See file dsdata.txt to determine how the superseded data were derived.
 JA1300
 JA1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ545021(NAD 83)
 JA1300_MARKER: DB = BENCH MARK DISK
 JA1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1300_STAMPING: G 292 1956
 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 = OCTOBER  6, 2006
 KA1120 ***********************************************************************
 KA1120  DESIGNATION -  G 293
 KA1120  PID         -  KA1120
 KA1120  STATE/COUNTY-  IN/VIGO
 KA1120  USGS QUAD   -  TERRE HAUTE (1993)
 KA1120
 KA1120                         *CURRENT SURVEY CONTROL
 KA1120  ___________________________________________________________________
 KA1120* NAD 83(1986)-  39 25 30.     (N)    087 26 04.     (W)     SCALED    
 KA1120* NAVD 88     -       151.201  (meters)     496.07   (feet)  ADJUSTED  
 KA1120  ___________________________________________________________________
 KA1120  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KA1120  DYNAMIC HT  -         151.115 (meters)     495.78  (feet)  COMP
 KA1120  MODELED GRAV-     980,055.7   (mgal)                       NAVD 88
 KA1120
 KA1120  VERT ORDER  -  FIRST     CLASS II
 KA1120
 KA1120.The horizontal coordinates were scaled from a topographic map and have
 KA1120.an estimated accuracy of +/- 6 seconds.
 KA1120
 KA1120.The orthometric height was determined by differential leveling
 KA1120.and adjusted by the National Geodetic Survey in June 1991..
 KA1120
 KA1120.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1120.See file dsdata.txt to determine how the superseded data were derived.
 KA1120
 KA1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ626640(NAD 83)
 KA1120_MARKER: DB = BENCH MARK DISK
 KA1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1120_STAMPING: G 293 1956
 KA1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1120+STABILITY: SURFACE MOTION
 KA1120
 KA1120  HISTORY     - Date     Condition        Report By
 KA1120  HISTORY     - 1956     MONUMENTED       CGS
 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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1104 ***********************************************************************
 KA1104  DESIGNATION -  G 294
 KA1104  PID         -  KA1104
 KA1104  STATE/COUNTY-  IN/VIGO
 KA1104  USGS QUAD   -  TERRE HAUTE (1993)
 KA1104
 KA1104                         *CURRENT SURVEY CONTROL
 KA1104  ___________________________________________________________________
 KA1104* NAD 83(1986)-  39 28 37.     (N)    087 29 16.     (W)     SCALED    
 KA1104* NAVD 88     -       156.228  (meters)     512.56   (feet)  ADJUSTED  
 KA1104  ___________________________________________________________________
 KA1104  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KA1104  DYNAMIC HT  -         156.140 (meters)     512.27  (feet)  COMP
 KA1104  MODELED GRAV-     980,061.6   (mgal)                       NAVD 88
 KA1104
 KA1104  VERT ORDER  -  FIRST     CLASS II
 KA1104
 KA1104.The horizontal coordinates were scaled from a topographic map and have
 KA1104.an estimated accuracy of +/- 6 seconds.
 KA1104
 KA1104.The orthometric height was determined by differential leveling
 KA1104.and adjusted by the National Geodetic Survey in June 1991..
 KA1104
 KA1104.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1104.See file dsdata.txt to determine how the superseded data were derived.
 KA1104
 KA1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ580698(NAD 83)
 KA1104_MARKER: DB = BENCH MARK DISK
 KA1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1104_STAMPING: G 294 1956
 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 = OCTOBER  6, 2006
 KA0930 ***********************************************************************
 KA0930  DESIGNATION -  G 3
 KA0930  PID         -  KA0930
 KA0930  STATE/COUNTY-  IN/CLAY
 KA0930  USGS QUAD   -  BRAZIL EAST (1986)
 KA0930
 KA0930                         *CURRENT SURVEY CONTROL
 KA0930  ___________________________________________________________________
 KA0930* NAD 83(1986)-  39 35 52.     (N)    087 06 35.     (W)     SCALED    
 KA0930* NAVD 88     -       209.281  (meters)     686.62   (feet)  ADJUSTED  
 KA0930  ___________________________________________________________________
 KA0930  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KA0930  DYNAMIC HT  -         209.161 (meters)     686.22  (feet)  COMP
 KA0930  MODELED GRAV-     980,048.4   (mgal)                       NAVD 88
 KA0930
 KA0930  VERT ORDER  -  FIRST     CLASS II
 KA0930
 KA0930.The horizontal coordinates were scaled from a topographic map and have
 KA0930.an estimated accuracy of +/- 6 seconds.
 KA0930
 KA0930.The orthometric height was determined by differential leveling
 KA0930.and adjusted by the National Geodetic Survey in June 1991..
 KA0930
 KA0930.Photographs are available for this station.
 KA0930
 KA0930.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0930.See file dsdata.txt to determine how the superseded data were derived.
 KA0930
 KA0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ905831(NAD 83)
 KA0930_MARKER: DB = BENCH MARK DISK
 KA0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0930_SP_SET: STONE POST
 KA0930_STAMPING: G 3 ELEV 686.964 FT
 KA0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0930+STABILITY: SURFACE MOTION
 KA0930
 KA0930  HISTORY     - Date     Condition        Report By
 KA0930  HISTORY     - UNK      MONUMENTED       CGS
 KA0930  HISTORY     - 1946     GOOD             NGS
 KA0930  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0930
 KA0930                          STATION DESCRIPTION
 KA0930
 KA0930'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1361 ***********************************************************************
 LA1361  DESIGNATION -  G 3 MAD INHD
 LA1361  PID         -  LA1361
 LA1361  STATE/COUNTY-  IN/MADISON
 LA1361  USGS QUAD   -  ELWOOD (1994)
 LA1361
 LA1361                         *CURRENT SURVEY CONTROL
 LA1361  ___________________________________________________________________
 LA1361* NAD 83(1986)-  40 20 52.     (N)    085 47 09.     (W)     SCALED    
 LA1361* NAVD 88     -       265.325  (meters)     870.49   (feet)  ADJUSTED  
 LA1361  ___________________________________________________________________
 LA1361  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 LA1361  DYNAMIC HT  -         265.186 (meters)     870.03  (feet)  COMP
 LA1361  MODELED GRAV-     980,096.0   (mgal)                       NAVD 88
 LA1361
 LA1361  VERT ORDER  -  SECOND    CLASS 0
 LA1361
 LA1361.The horizontal coordinates were scaled from a topographic map and have
 LA1361.an estimated accuracy of +/- 6 seconds.
 LA1361
 LA1361.The orthometric height was determined by differential leveling
 LA1361.and adjusted by the National Geodetic Survey in June 1991..
 LA1361
 LA1361.The geoid height was determined by GEOID03.
 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     -   566,140.       89,880.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1361.See file dsdata.txt to determine how the superseded data were derived.
 LA1361
 LA1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK031670(NAD 83)
 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             NGS
 LA1361
 LA1361                          STATION DESCRIPTION
 LA1361
 LA1361'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0806 ***********************************************************************
 MD0806  DESIGNATION -  G 305
 MD0806  PID         -  MD0806
 MD0806  STATE/COUNTY-  IN/ALLEN
 MD0806  USGS QUAD   -  CHURUBUSCO (1965)
 MD0806
 MD0806                         *CURRENT SURVEY CONTROL
 MD0806  ___________________________________________________________________
 MD0806* NAD 83(1986)-  41 08 26.     (N)    085 19 10.     (W)     SCALED    
 MD0806* NAVD 88     -       261.140  (meters)     856.76   (feet)  ADJUSTED  
 MD0806  ___________________________________________________________________
 MD0806  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 MD0806  DYNAMIC HT  -         261.041 (meters)     856.43  (feet)  COMP
 MD0806  MODELED GRAV-     980,237.1   (mgal)                       NAVD 88
 MD0806
 MD0806  VERT ORDER  -  SECOND    CLASS 0
 MD0806
 MD0806.The horizontal coordinates were scaled from a topographic map and have
 MD0806.an estimated accuracy of +/- 6 seconds.
 MD0806
 MD0806.The orthometric height was determined by differential leveling
 MD0806.and adjusted by the National Geodetic Survey in June 1991..
 MD0806
 MD0806.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0806.See file dsdata.txt to determine how the superseded data were derived.
 MD0806
 MD0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL410557(NAD 83)
 MD0806_MARKER: DB = BENCH MARK DISK
 MD0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0806_STAMPING: G 305 1963
 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 = OCTOBER  6, 2006
 JZ1016 ***********************************************************************
 JZ1016  DESIGNATION -  G 306
 JZ1016  PID         -  JZ1016
 JZ1016  STATE/COUNTY-  IN/DEARBORN
 JZ1016  USGS QUAD   -  AURORA (1981)
 JZ1016
 JZ1016                         *CURRENT SURVEY CONTROL
 JZ1016  ___________________________________________________________________
 JZ1016* NAD 83(1986)-  39 01 42.     (N)    084 53 10.     (W)     SCALED    
 JZ1016* NAVD 88     -       145.381  (meters)     476.97   (feet)  ADJUSTED  
 JZ1016  ___________________________________________________________________
 JZ1016  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JZ1016  DYNAMIC HT  -         145.289 (meters)     476.67  (feet)  COMP
 JZ1016  MODELED GRAV-     979,996.3   (mgal)                       NAVD 88
 JZ1016
 JZ1016  VERT ORDER  -  FIRST     CLASS II
 JZ1016
 JZ1016.The horizontal coordinates were scaled from a topographic map and have
 JZ1016.an estimated accuracy of +/- 6 seconds.
 JZ1016
 JZ1016.The orthometric height was determined by differential leveling
 JZ1016.and adjusted by the National Geodetic Survey in June 1991..
 JZ1016
 JZ1016.The geoid height was determined by GEOID03.
 JZ1016
 JZ1016.The dynamic height is computed by dividing the NAVD 88
 JZ1016.geopotential number by the normal gravity value computed on the
 JZ1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1016.degrees latitude (g = 980.6199 gals.).
 JZ1016
 JZ1016.The modeled gravity was interpolated from observed gravity values.
 JZ1016
 JZ1016;                    North         East    Units  Estimated Accuracy
 JZ1016;SPC IN E     -   419,930.      167,590.      MT  (+/- 180 meters Scaled)
 JZ1016
 JZ1016                          SUPERSEDED SURVEY CONTROL
 JZ1016
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1016.See file dsdata.txt to determine how the superseded data were derived.
 JZ1016
 JZ1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ829220(NAD 83)
 JZ1016_MARKER: DB = BENCH MARK DISK
 JZ1016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1016_SP_SET: CULVERT
 JZ1016_STAMPING: G 306 1964
 JZ1016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1016
 JZ1016  HISTORY     - Date     Condition        Report By
 JZ1016  HISTORY     - 1964     MONUMENTED       CGS
 JZ1016  HISTORY     - 1965     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1965
 JZ1016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0654 ***********************************************************************
 JA0654  DESIGNATION -  G 309
 JA0654  PID         -  JA0654
 JA0654  STATE/COUNTY-  IN/LAWRENCE
 JA0654  USGS QUAD   -  GEORGIA (1993)
 JA0654
 JA0654                         *CURRENT SURVEY CONTROL
 JA0654  ___________________________________________________________________
 JA0654* NAD 83(1986)-  38 42 42.     (N)    086 35 25.     (W)     SCALED    
 JA0654* NAVD 88     -       193.747  (meters)     635.65   (feet)  ADJUSTED  
 JA0654  ___________________________________________________________________
 JA0654  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JA0654  DYNAMIC HT  -         193.620 (meters)     635.23  (feet)  COMP
 JA0654  MODELED GRAV-     979,971.6   (mgal)                       NAVD 88
 JA0654
 JA0654  VERT ORDER  -  FIRST     CLASS II
 JA0654
 JA0654.The horizontal coordinates were scaled from a topographic map and have
 JA0654.an estimated accuracy of +/- 6 seconds.
 JA0654
 JA0654.The orthometric height was determined by differential leveling
 JA0654.and adjusted by the National Geodetic Survey in June 1991..
 JA0654
 JA0654.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0654.See file dsdata.txt to determine how the superseded data were derived.
 JA0654
 JA0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH356848(NAD 83)
 JA0654_MARKER: DB = BENCH MARK DISK
 JA0654_SETTING: 66 = SET IN ROCK OUTCROP
 JA0654_SP_SET: ROCK OUTCROP
 JA0654_STAMPING: G 309 1965
 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 = OCTOBER  6, 2006
 LB0738 ***********************************************************************
 LB0738  DESIGNATION -  G 31
 LB0738  PID         -  LB0738
 LB0738  STATE/COUNTY-  IN/TIPPECANOE
 LB0738  USGS QUAD   -  LAFAYETTE WEST (1987)
 LB0738
 LB0738                         *CURRENT SURVEY CONTROL
 LB0738  ___________________________________________________________________
 LB0738* NAD 83(1986)-  40 24 25.     (N)    086 53 59.     (W)     SCALED    
 LB0738* NAVD 88     -       173.426  (meters)     568.98   (feet)  ADJUSTED  
 LB0738  ___________________________________________________________________
 LB0738  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 LB0738  DYNAMIC HT  -         173.341 (meters)     568.70  (feet)  COMP
 LB0738  MODELED GRAV-     980,132.9   (mgal)                       NAVD 88
 LB0738
 LB0738  VERT ORDER  -  SECOND    CLASS 0
 LB0738
 LB0738.The horizontal coordinates were scaled from a topographic map and have
 LB0738.an estimated accuracy of +/- 6 seconds.
 LB0738
 LB0738.The orthometric height was determined by differential leveling
 LB0738.and adjusted by the National Geodetic Survey in June 1991..
 LB0738.WARNING-Repeat measurements at this control monument indicate possible
 LB0738.vertical movement.
 LB0738
 LB0738.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0738.See file dsdata.txt to determine how the superseded data were derived.
 LB0738
 LB0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK085729(NAD 83)
 LB0738_MARKER: DB = BENCH MARK DISK
 LB0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0738_STAMPING: G 31 1934
 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             NGS
 LB0738
 LB0738                          STATION DESCRIPTION
 LB0738
 LB0738'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0103 ***********************************************************************
 JA0103  DESIGNATION -  G 310
 JA0103  PID         -  JA0103
 JA0103  STATE/COUNTY-  IN/ORANGE
 JA0103  USGS QUAD   -  PAOLI (1993)
 JA0103
 JA0103                         *CURRENT SURVEY CONTROL
 JA0103  ___________________________________________________________________
 JA0103* NAD 83(1986)-  38 31 23.     (N)    086 27 01.     (W)     SCALED    
 JA0103* NAVD 88     -       253.426  (meters)     831.45   (feet)  ADJUSTED  
 JA0103  ___________________________________________________________________
 JA0103  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JA0103  DYNAMIC HT  -         253.252 (meters)     830.88  (feet)  COMP
 JA0103  MODELED GRAV-     979,935.1   (mgal)                       NAVD 88
 JA0103
 JA0103  VERT ORDER  -  FIRST     CLASS II
 JA0103
 JA0103.The horizontal coordinates were scaled from a topographic map and have
 JA0103.an estimated accuracy of +/- 6 seconds.
 JA0103
 JA0103.The orthometric height was determined by differential leveling
 JA0103.and adjusted by the National Geodetic Survey in June 1991..
 JA0103
 JA0103.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0103.See file dsdata.txt to determine how the superseded data were derived.
 JA0103
 JA0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH479639(NAD 83)
 JA0103_MARKER: DB = BENCH MARK DISK
 JA0103_SETTING: 66 = SET IN ROCK OUTCROP
 JA0103_SP_SET: ROCK OUTCROP
 JA0103_STAMPING: G 310 1965
 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 = OCTOBER  6, 2006
 JA0707 ***********************************************************************
 JA0707  DESIGNATION -  G 311
 JA0707  PID         -  JA0707
 JA0707  STATE/COUNTY-  IN/MARTIN
 JA0707  USGS QUAD   -  SHOALS (1993)
 JA0707
 JA0707                         *CURRENT SURVEY CONTROL
 JA0707  ___________________________________________________________________
 JA0707* NAD 83(1986)-  38 40 08.     (N)    086 49 25.     (W)     SCALED    
 JA0707* NAVD 88     -       145.179  (meters)     476.31   (feet)  ADJUSTED  
 JA0707  ___________________________________________________________________
 JA0707  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JA0707  DYNAMIC HT  -         145.084 (meters)     476.00  (feet)  COMP
 JA0707  MODELED GRAV-     979,975.0   (mgal)                       NAVD 88
 JA0707
 JA0707  VERT ORDER  -  FIRST     CLASS II
 JA0707
 JA0707.The horizontal coordinates were scaled from a topographic map and have
 JA0707.an estimated accuracy of +/- 6 seconds.
 JA0707
 JA0707.The orthometric height was determined by differential leveling
 JA0707.and adjusted by the National Geodetic Survey in June 1991..
 JA0707
 JA0707.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0707.See file dsdata.txt to determine how the superseded data were derived.
 JA0707
 JA0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH153800(NAD 83)
 JA0707_MARKER: DB = BENCH MARK DISK
 JA0707_SETTING: 66 = SET IN ROCK OUTCROP
 JA0707_SP_SET: ROCK OUTCROP
 JA0707_STAMPING: G 311 1965
 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 = OCTOBER  6, 2006
 JA0834 ***********************************************************************
 JA0834  DESIGNATION -  G 312
 JA0834  PID         -  JA0834
 JA0834  STATE/COUNTY-  IN/DAVIESS
 JA0834  USGS QUAD   -  WASHINGTON (1980)
 JA0834
 JA0834                         *CURRENT SURVEY CONTROL
 JA0834  ___________________________________________________________________
 JA0834* NAD 83(1986)-  38 41 44.     (N)    087 07 54.     (W)     SCALED    
 JA0834* NAVD 88     -       142.824  (meters)     468.58   (feet)  ADJUSTED  
 JA0834  ___________________________________________________________________
 JA0834  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JA0834  DYNAMIC HT  -         142.734 (meters)     468.29  (feet)  COMP
 JA0834  MODELED GRAV-     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 topographic map and have
 JA0834.an estimated accuracy of +/- 6 seconds.
 JA0834
 JA0834.The orthometric height was determined by differential leveling
 JA0834.and adjusted by the National Geodetic Survey in June 1991..
 JA0834
 JA0834.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0834.See file dsdata.txt to determine how the superseded data were derived.
 JA0834
 JA0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH885830(NAD 83)
 JA0834_MARKER: DB = BENCH MARK DISK
 JA0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0834_SP_SET: CONCRETE POST
 JA0834_STAMPING: G 312 1965
 JA0834_MARK LOGO: CGS   
 JA0834_PROJECTION: PROJECTING 10 CENTIMETERS
 JA0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0834+STABILITY: SURFACE MOTION
 JA0834
 JA0834  HISTORY     - Date     Condition        Report By
 JA0834  HISTORY     - 1965     MONUMENTED       CGS
 JA0834  HISTORY     - 1986     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1332 ***********************************************************************
 HZ1332  DESIGNATION -  G 313
 HZ1332  PID         -  HZ1332
 HZ1332  STATE/COUNTY-  IN/FLOYD
 HZ1332  USGS QUAD   -  NEW ALBANY (1992)
 HZ1332
 HZ1332                         *CURRENT SURVEY CONTROL
 HZ1332  ___________________________________________________________________
 HZ1332* NAD 83(1986)-  38 17 03.     (N)    085 49 03.     (W)     SCALED    
 HZ1332* NAVD 88     -       133.498  (meters)     437.98   (feet)  ADJUSTED  
 HZ1332  ___________________________________________________________________
 HZ1332  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ1332  DYNAMIC HT  -         133.408 (meters)     437.69  (feet)  COMP
 HZ1332  MODELED GRAV-     979,949.8   (mgal)                       NAVD 88
 HZ1332
 HZ1332  VERT ORDER  -  FIRST     CLASS II
 HZ1332
 HZ1332.The horizontal coordinates were scaled from a topographic map and have
 HZ1332.an estimated accuracy of +/- 6 seconds.
 HZ1332
 HZ1332.The orthometric height was determined by differential leveling
 HZ1332.and adjusted by the National Geodetic Survey in June 1991..
 HZ1332
 HZ1332.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1332.See file dsdata.txt to determine how the superseded data were derived.
 HZ1332
 HZ1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH034380(NAD 83)
 HZ1332_MARKER: DB = BENCH MARK DISK
 HZ1332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1332_SP_SET: PUMPING STATION CONCRETE BASE
 HZ1332_STAMPING: G 313 1965
 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 = OCTOBER  6, 2006
 JA0862 ***********************************************************************
 JA0862  DESIGNATION -  G 314
 JA0862  PID         -  JA0862
 JA0862  STATE/COUNTY-  IN/KNOX
 JA0862  USGS QUAD   -  WHEATLAND (1988)
 JA0862
 JA0862                         *CURRENT SURVEY CONTROL
 JA0862  ___________________________________________________________________
 JA0862* NAD 83(1986)-  38 39 53.     (N)    087 18 50.     (W)     SCALED    
 JA0862* NAVD 88     -       148.189  (meters)     486.18   (feet)  ADJUSTED  
 JA0862  ___________________________________________________________________
 JA0862  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JA0862  DYNAMIC HT  -         148.095 (meters)     485.88  (feet)  COMP
 JA0862  MODELED GRAV-     979,994.7   (mgal)                       NAVD 88
 JA0862
 JA0862  VERT ORDER  -  FIRST     CLASS II
 JA0862
 JA0862.The horizontal coordinates were scaled from a topographic map and have
 JA0862.an estimated accuracy of +/- 6 seconds.
 JA0862
 JA0862.The orthometric height was determined by differential leveling
 JA0862.and adjusted by the National Geodetic Survey in June 1991..
 JA0862.WARNING-Repeat measurements at this control monument indicate possible
 JA0862.vertical movement.
 JA0862
 JA0862.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0862.See file dsdata.txt to determine how the superseded data were derived.
 JA0862
 JA0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH726796(NAD 83)
 JA0862_MARKER: DB = BENCH MARK DISK
 JA0862_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0862_SP_SET: COPPER-CLAD STEEL ROD
 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 = OCTOBER  6, 2006
 JA0952 ***********************************************************************
 JA0952  DESIGNATION -  G 315
 JA0952  PID         -  JA0952
 JA0952  STATE/COUNTY-  IN/DAVIESS
 JA0952  USGS QUAD   -  SANDY HOOK (1980)
 JA0952
 JA0952                         *CURRENT SURVEY CONTROL
 JA0952  ___________________________________________________________________
 JA0952* NAD 83(1986)-  38 35 08.     (N)    087 14 23.     (W)     SCALED    
 JA0952* NAVD 88     -       136.407  (meters)     447.53   (feet)  ADJUSTED  
 JA0952  ___________________________________________________________________
 JA0952  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JA0952  DYNAMIC HT  -         136.319 (meters)     447.24  (feet)  COMP
 JA0952  MODELED GRAV-     979,983.7   (mgal)                       NAVD 88
 JA0952
 JA0952  VERT ORDER  -  FIRST     CLASS II
 JA0952
 JA0952.The horizontal coordinates were scaled from a topographic map and have
 JA0952.an estimated accuracy of +/- 6 seconds.
 JA0952
 JA0952.The orthometric height was determined by differential leveling
 JA0952.and adjusted by the National Geodetic Survey in June 1991..
 JA0952
 JA0952.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0952.See file dsdata.txt to determine how the superseded data were derived.
 JA0952
 JA0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH791708(NAD 83)
 JA0952_MARKER: DB = BENCH MARK DISK
 JA0952_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0952_SP_SET: 64 FEET
 JA0952_STAMPING: G 315 1965
 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 = OCTOBER  6, 2006
 JA1057 ***********************************************************************
 JA1057  DESIGNATION -  G 316
 JA1057  PID         -  JA1057
 JA1057  STATE/COUNTY-  IN/GIBSON
 JA1057  USGS QUAD   -  ELBERFELD (1988)
 JA1057
 JA1057                         *CURRENT SURVEY CONTROL
 JA1057  ___________________________________________________________________
 JA1057* NAD 83(1986)-  38 14 41.     (N)    087 23 46.     (W)     SCALED    
 JA1057* NAVD 88     -       127.869  (meters)     419.52   (feet)  ADJUSTED  
 JA1057  ___________________________________________________________________
 JA1057  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JA1057  DYNAMIC HT  -         127.783 (meters)     419.23  (feet)  COMP
 JA1057  MODELED GRAV-     979,957.9   (mgal)                       NAVD 88
 JA1057
 JA1057  VERT ORDER  -  FIRST     CLASS II
 JA1057
 JA1057.The horizontal coordinates were scaled from a topographic map and have
 JA1057.an estimated accuracy of +/- 6 seconds.
 JA1057
 JA1057.The orthometric height was determined by differential leveling
 JA1057.and adjusted by the National Geodetic Survey in June 1991..
 JA1057
 JA1057.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1057.See file dsdata.txt to determine how the superseded data were derived.
 JA1057
 JA1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH653330(NAD 83)
 JA1057_MARKER: DB = BENCH MARK DISK
 JA1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1057_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 JA0600 ***********************************************************************
 JA0600  DESIGNATION -  G 317
 JA0600  PID         -  JA0600
 JA0600  STATE/COUNTY-  IN/DUBOIS
 JA0600  USGS QUAD   -  DALE (1980)
 JA0600
 JA0600                         *CURRENT SURVEY CONTROL
 JA0600  ___________________________________________________________________
 JA0600* NAD 83(1986)-  38 13 57.     (N)    086 56 56.     (W)     SCALED    
 JA0600* NAVD 88     -       149.871  (meters)     491.70   (feet)  ADJUSTED  
 JA0600  ___________________________________________________________________
 JA0600  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JA0600  DYNAMIC HT  -         149.770 (meters)     491.37  (feet)  COMP
 JA0600  MODELED GRAV-     979,951.9   (mgal)                       NAVD 88
 JA0600
 JA0600  VERT ORDER  -  FIRST     CLASS II
 JA0600
 JA0600.The horizontal coordinates were scaled from a topographic map and have
 JA0600.an estimated accuracy of +/- 6 seconds.
 JA0600
 JA0600.The orthometric height was determined by differential leveling
 JA0600.and adjusted by the National Geodetic Survey in June 1991..
 JA0600
 JA0600.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0600.See file dsdata.txt to determine how the superseded data were derived.
 JA0600
 JA0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH044316(NAD 83)
 JA0600_MARKER: DB = BENCH MARK DISK
 JA0600_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0600_SP_SET: 13 1/2 FEET
 JA0600_STAMPING: G 317 1965
 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 = OCTOBER  6, 2006
 HA0572 ***********************************************************************
 HA0572  DESIGNATION -  G 318
 HA0572  PID         -  HA0572
 HA0572  STATE/COUNTY-  IN/SPENCER
 HA0572  USGS QUAD   -  ROCKPORT (1982)
 HA0572
 HA0572                         *CURRENT SURVEY CONTROL
 HA0572  ___________________________________________________________________
 HA0572* NAD 83(1986)-  37 54 56.     (N)    087 03 01.     (W)     SCALED    
 HA0572* NAVD 88     -       116.359  (meters)     381.75   (feet)  ADJUSTED  
 HA0572  ___________________________________________________________________
 HA0572  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 HA0572  DYNAMIC HT  -         116.281 (meters)     381.50  (feet)  COMP
 HA0572  MODELED GRAV-     979,957.1   (mgal)                       NAVD 88
 HA0572
 HA0572  VERT ORDER  -  FIRST     CLASS II
 HA0572
 HA0572.The horizontal coordinates were scaled from a topographic map and have
 HA0572.an estimated accuracy of +/- 6 seconds.
 HA0572
 HA0572.The orthometric height was determined by differential leveling
 HA0572.and adjusted by the National Geodetic Survey in June 1991..
 HA0572
 HA0572.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0572.See file dsdata.txt to determine how the superseded data were derived.
 HA0572
 HA0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG955964(NAD 83)
 HA0572_MARKER: DB = BENCH MARK DISK
 HA0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0572_STAMPING: G 318 1965
 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 = OCTOBER  6, 2006
 HZ0783 ***********************************************************************
 HZ0783  DESIGNATION -  G 319
 HZ0783  PID         -  HZ0783
 HZ0783  STATE/COUNTY-  IN/OHIO
 HZ0783  USGS QUAD   -  RISING SUN (1994)
 HZ0783
 HZ0783                         *CURRENT SURVEY CONTROL
 HZ0783  ___________________________________________________________________
 HZ0783* NAD 83(1986)-  38 56 21.     (N)    084 51 48.     (W)     SCALED    
 HZ0783* NAVD 88     -       145.732  (meters)     478.12   (feet)  ADJUSTED  
 HZ0783  ___________________________________________________________________
 HZ0783  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 HZ0783  DYNAMIC HT  -         145.640 (meters)     477.82  (feet)  COMP
 HZ0783  MODELED GRAV-     979,991.1   (mgal)                       NAVD 88
 HZ0783
 HZ0783  VERT ORDER  -  FIRST     CLASS II
 HZ0783
 HZ0783.The horizontal coordinates were scaled from a topographic map and have
 HZ0783.an estimated accuracy of +/- 6 seconds.
 HZ0783
 HZ0783.The orthometric height was determined by differential leveling
 HZ0783.and adjusted by the National Geodetic Survey in June 1991..
 HZ0783
 HZ0783.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0783.See file dsdata.txt to determine how the superseded data were derived.
 HZ0783
 HZ0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ851121(NAD 83)
 HZ0783_MARKER: DB = BENCH MARK DISK
 HZ0783_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ0783_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HZ0783_STAMPING: G 319 1965
 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 = OCTOBER  6, 2006
 LB0599 ***********************************************************************
 LB0599  DESIGNATION -  G 32
 LB0599  PID         -  LB0599
 LB0599  STATE/COUNTY-  IN/HAMILTON
 LB0599  USGS QUAD   -  WESTFIELD (1992)
 LB0599
 LB0599                         *CURRENT SURVEY CONTROL
 LB0599  ___________________________________________________________________
 LB0599* NAD 83(1986)-  40 02 24.     (N)    086 08 12.     (W)     SCALED    
 LB0599* NAVD 88     -       273.827  (meters)     898.38   (feet)  ADJUSTED  
 LB0599  ___________________________________________________________________
 LB0599  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 LB0599  DYNAMIC HT  -         273.674 (meters)     897.88  (feet)  COMP
 LB0599  MODELED GRAV-     980,063.0   (mgal)                       NAVD 88
 LB0599
 LB0599  VERT ORDER  -  SECOND    CLASS 0
 LB0599
 LB0599.The horizontal coordinates were scaled from a topographic map and have
 LB0599.an estimated accuracy of +/- 6 seconds.
 LB0599
 LB0599.The orthometric height was determined by differential leveling
 LB0599.and adjusted by the National Geodetic Survey in June 1991..
 LB0599
 LB0599.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0599.See file dsdata.txt to determine how the superseded data were derived.
 LB0599
 LB0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK736325(NAD 83)
 LB0599_MARKER: DB = BENCH MARK DISK
 LB0599_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0599_SP_SET: SIGNAL FOUNDATION
 LB0599_STAMPING: G 32 1934
 LB0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0599
 LB0599  HISTORY     - Date     Condition        Report By
 LB0599  HISTORY     - 1934     MONUMENTED       CGS
 LB0599  HISTORY     - 1935     GOOD             NGS
 LB0599
 LB0599                          STATION DESCRIPTION
 LB0599
 LB0599'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1028 ***********************************************************************
 HZ1028  DESIGNATION -  G 320
 HZ1028  PID         -  HZ1028
 HZ1028  STATE/COUNTY-  IN/SWITZERLAND
 HZ1028  USGS QUAD   -  VEVAY SOUTH (1994)
 HZ1028
 HZ1028                         *CURRENT SURVEY CONTROL
 HZ1028  ___________________________________________________________________
 HZ1028* NAD 83(1986)-  38 44 09.     (N)    085 05 17.     (W)     SCALED    
 HZ1028* NAVD 88     -       145.259  (meters)     476.57   (feet)  ADJUSTED  
 HZ1028  ___________________________________________________________________
 HZ1028  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ1028  DYNAMIC HT  -         145.167 (meters)     476.27  (feet)  COMP
 HZ1028  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 HZ1028
 HZ1028  VERT ORDER  -  FIRST     CLASS II
 HZ1028
 HZ1028.The horizontal coordinates were scaled from a topographic map and have
 HZ1028.an estimated accuracy of +/- 6 seconds.
 HZ1028
 HZ1028.The orthometric height was determined by differential leveling
 HZ1028.and adjusted by the National Geodetic Survey in June 1991..
 HZ1028
 HZ1028.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1028.See file dsdata.txt to determine how the superseded data were derived.
 HZ1028
 HZ1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH661891(NAD 83)
 HZ1028_MARKER: DB = BENCH MARK DISK
 HZ1028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1028_SP_SET: CULVERT
 HZ1028_STAMPING: G 320 1965
 HZ1028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 HZ1063 ***********************************************************************
 HZ1063  DESIGNATION -  G 321
 HZ1063  PID         -  HZ1063
 HZ1063  STATE/COUNTY-  IN/JEFFERSON
 HZ1063  USGS QUAD   -  CLIFTY FALLS (1992)
 HZ1063
 HZ1063                         *CURRENT SURVEY CONTROL
 HZ1063  ___________________________________________________________________
 HZ1063* NAD 83(1986)-  38 45 38.     (N)    085 27 42.     (W)     SCALED    
 HZ1063* NAVD 88     -       247.343  (meters)     811.49   (feet)  ADJUSTED  
 HZ1063  ___________________________________________________________________
 HZ1063  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ1063  DYNAMIC HT  -         247.180 (meters)     810.96  (feet)  COMP
 HZ1063  MODELED GRAV-     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 topographic map and have
 HZ1063.an estimated accuracy of +/- 6 seconds.
 HZ1063
 HZ1063.The orthometric height was determined by differential leveling
 HZ1063.and adjusted by the National Geodetic Survey in June 1991..
 HZ1063
 HZ1063.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1063.See file dsdata.txt to determine how the superseded data were derived.
 HZ1063
 HZ1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH336913(NAD 83)
 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 = OCTOBER  6, 2006
 AB3516 ***********************************************************************
 AB3516  DESIGNATION -  G 321 RESET
 AB3516  PID         -  AB3516
 AB3516  STATE/COUNTY-  IN/JEFFERSON
 AB3516  USGS QUAD   -  CLIFTY FALLS (1992)
 AB3516
 AB3516                         *CURRENT SURVEY CONTROL
 AB3516  ___________________________________________________________________
 AB3516* NAD 83(1986)-  38 45 38.     (N)    085 27 42.     (W)     SCALED    
 AB3516* NAVD 88     -       247.62   (meters)     812.4    (feet)  RESET     
 AB3516  ___________________________________________________________________
 AB3516  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 AB3516
 AB3516  VERT ORDER  -  THIRD
 AB3516
 AB3516.This mark is at Madison Airport (IMS)
 AB3516
 AB3516.The horizontal coordinates were scaled from a topographic map and have
 AB3516.an estimated accuracy of +/- 6 seconds.
 AB3516
 AB3516.The orthometric height was computed from unverified reset data.
 AB3516
 AB3516.The geoid height was determined by GEOID03.
 AB3516
 AB3516;                    North         East    Units  Estimated Accuracy
 AB3516;SPC IN E     -   389,940.      117,820.      MT  (+/- 180 meters Scaled)
 AB3516
 AB3516                          SUPERSEDED SURVEY CONTROL
 AB3516
 AB3516.No superseded survey control is available for this station.
 AB3516
 AB3516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH336913(NAD 83)
 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 = OCTOBER  6, 2006
 HZ1619 ***********************************************************************
 HZ1619  DESIGNATION -  G 322
 HZ1619  PID         -  HZ1619
 HZ1619  STATE/COUNTY-  IN/CLARK
 HZ1619  USGS QUAD   -  CHARLESTOWN (1993)
 HZ1619
 HZ1619                         *CURRENT SURVEY CONTROL
 HZ1619  ___________________________________________________________________
 HZ1619* NAD 83(1986)-  38 23 27.     (N)    085 38 09.     (W)     SCALED    
 HZ1619* NAVD 88     -       139.337  (meters)     457.14   (feet)  ADJUSTED  
 HZ1619  ___________________________________________________________________
 HZ1619  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HZ1619  DYNAMIC HT  -         139.244 (meters)     456.84  (feet)  COMP
 HZ1619  MODELED GRAV-     979,961.7   (mgal)                       NAVD 88
 HZ1619
 HZ1619  VERT ORDER  -  FIRST     CLASS II
 HZ1619
 HZ1619.The horizontal coordinates were scaled from a topographic map and have
 HZ1619.an estimated accuracy of +/- 6 seconds.
 HZ1619
 HZ1619.The orthometric height was determined by differential leveling
 HZ1619.and adjusted by the National Geodetic Survey in June 1991..
 HZ1619
 HZ1619.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1619.See file dsdata.txt to determine how the superseded data were derived.
 HZ1619
 HZ1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH191500(NAD 83)
 HZ1619_MARKER: DB = BENCH MARK DISK
 HZ1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1619_STAMPING: G 322 1965
 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 = OCTOBER  6, 2006
 HZ1575 ***********************************************************************
 HZ1575  DESIGNATION -  G 323
 HZ1575  PID         -  HZ1575
 HZ1575  STATE/COUNTY-  IN/FLOYD
 HZ1575  USGS QUAD   -  LANESVILLE (1993)
 HZ1575
 HZ1575                         *CURRENT SURVEY CONTROL
 HZ1575  ___________________________________________________________________
 HZ1575* NAD 83(1986)-  38 12 22.     (N)    085 52 43.     (W)     SCALED    
 HZ1575* NAVD 88     -       132.144  (meters)     433.54   (feet)  ADJUSTED  
 HZ1575  ___________________________________________________________________
 HZ1575  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 HZ1575  DYNAMIC HT  -         132.054 (meters)     433.25  (feet)  COMP
 HZ1575  MODELED GRAV-     979,950.2   (mgal)                       NAVD 88
 HZ1575
 HZ1575  VERT ORDER  -  FIRST     CLASS II
 HZ1575
 HZ1575.The horizontal coordinates were scaled from a topographic map and have
 HZ1575.an estimated accuracy of +/- 6 seconds.
 HZ1575
 HZ1575.The orthometric height was determined by differential leveling
 HZ1575.and adjusted by the National Geodetic Survey in June 1991..
 HZ1575
 HZ1575.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1575.See file dsdata.txt to determine how the superseded data were derived.
 HZ1575
 HZ1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH981292(NAD 83)
 HZ1575_MARKER: DB = BENCH MARK DISK
 HZ1575_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HZ1575_SP_SET: 44 FEET
 HZ1575_STAMPING: G 323 1965
 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 = OCTOBER  6, 2006
 JA0454 ***********************************************************************
 JA0454  DESIGNATION -  G 324
 JA0454  PID         -  JA0454
 JA0454  STATE/COUNTY-  IN/HARRISON
 JA0454  USGS QUAD   -  LACONIA (1994)
 JA0454
 JA0454                         *CURRENT SURVEY CONTROL
 JA0454  ___________________________________________________________________
 JA0454* NAD 83(1986)-  38 01 48.     (N)    086 07 27.     (W)     SCALED    
 JA0454* NAVD 88     -       191.071  (meters)     626.87   (feet)  ADJUSTED  
 JA0454  ___________________________________________________________________
 JA0454  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JA0454  DYNAMIC HT  -         190.935 (meters)     626.43  (feet)  COMP
 JA0454  MODELED GRAV-     979,917.8   (mgal)                       NAVD 88
 JA0454
 JA0454  VERT ORDER  -  FIRST     CLASS II
 JA0454
 JA0454.The horizontal coordinates were scaled from a topographic map and have
 JA0454.an estimated accuracy of +/- 6 seconds.
 JA0454
 JA0454.The orthometric height was determined by differential leveling
 JA0454.and adjusted by the National Geodetic Survey in June 1991..
 JA0454
 JA0454.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0454.See file dsdata.txt to determine how the superseded data were derived.
 JA0454
 JA0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH768095(NAD 83)
 JA0454_MARKER: DB = BENCH MARK DISK
 JA0454_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0454_SP_SET: 4 FEET
 JA0454_STAMPING: G 324 1965
 JA0454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  6, 2006
 HA1106 ***********************************************************************
 HA1106  DESIGNATION -  G 325
 HA1106  PID         -  HA1106
 HA1106  STATE/COUNTY-  IN/VANDERBURGH
 HA1106  USGS QUAD   -  WEST FRANKLIN (1981)
 HA1106
 HA1106                         *CURRENT SURVEY CONTROL
 HA1106  ___________________________________________________________________
 HA1106* NAD 83(1986)-  37 56 37.     (N)    087 37 32.     (W)     SCALED    
 HA1106* NAVD 88     -       113.171  (meters)     371.30   (feet)  ADJUSTED  
 HA1106  ___________________________________________________________________
 HA1106  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HA1106  DYNAMIC HT  -         113.092 (meters)     371.04  (feet)  COMP
 HA1106  MODELED GRAV-     979,935.4   (mgal)                       NAVD 88
 HA1106
 HA1106  VERT ORDER  -  FIRST     CLASS II
 HA1106
 HA1106.The horizontal coordinates were scaled from a topographic map and have
 HA1106.an estimated accuracy of +/- 6 seconds.
 HA1106
 HA1106.The orthometric height was determined by differential leveling
 HA1106.and adjusted by the National Geodetic Survey in June 1991..
 HA1106
 HA1106.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1106.See file dsdata.txt to determine how the superseded data were derived.
 HA1106
 HA1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG450997(NAD 83)
 HA1106_MARKER: DB = BENCH MARK DISK
 HA1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA1106_STAMPING: G 325 1965
 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 = OCTOBER  6, 2006
 HA0711 ***********************************************************************
 HA0711  DESIGNATION -  G 326
 HA0711  PID         -  HA0711
 HA0711  STATE/COUNTY-  IN/WARRICK
 HA0711  USGS QUAD   -  NEWBURGH (1980)
 HA0711
 HA0711                         *CURRENT SURVEY CONTROL
 HA0711  ___________________________________________________________________
 HA0711* NAD 83(1986)-  37 57 02.     (N)    087 25 22.     (W)     SCALED    
 HA0711* NAVD 88     -       119.153  (meters)     390.92   (feet)  ADJUSTED  
 HA0711  ___________________________________________________________________
 HA0711  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HA0711  DYNAMIC HT  -         119.072 (meters)     390.66  (feet)  COMP
 HA0711  MODELED GRAV-     979,943.0   (mgal)                       NAVD 88
 HA0711
 HA0711  VERT ORDER  -  FIRST     CLASS II
 HA0711
 HA0711.The horizontal coordinates were scaled from a topographic map and have
 HA0711.an estimated accuracy of +/- 6 seconds.
 HA0711
 HA0711.The orthometric height was determined by differential leveling
 HA0711.and adjusted by the National Geodetic Survey in June 1991..
 HA0711
 HA0711.The geoid height was determined by GEOID03.
 HA0711
 HA0711.The dynamic height is computed by dividing the NAVD 88
 HA0711.geopotential number by the normal gravity value computed on the
 HA0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0711.degrees latitude (g = 980.6199 gals.).
 HA0711
 HA0711.The modeled gravity was interpolated from observed gravity values.
 HA0711
 HA0711;                    North         East    Units  Estimated Accuracy
 HA0711;SPC IN W     -   300,060.      870,170.      MT  (+/- 180 meters Scaled)
 HA0711
 HA0711                          SUPERSEDED SURVEY CONTROL
 HA0711
 HA0711  NGVD 29 (??/??/92)  119.242  (m)          391.21   (f) ADJ UNCH    1 2
 HA0711
 HA0711.Superseded values are not recommended for survey control.
 HA0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0711.See file dsdata.txt to determine how the superseded data were derived.
 HA0711
 HA0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH628004(NAD 83)
 HA0711_MARKER: DB = BENCH MARK DISK
 HA0711_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0711_SP_SET: BRIDGE
 HA0711_STAMPING: G 326 1965
 HA0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HA0711
 HA0711  HISTORY     - Date     Condition        Report By
 HA0711  HISTORY     - 1965     MONUMENTED       CGS
 HA0711  HISTORY     - 1988     GOOD             USPSQD
 HA0711
 HA0711                          STATION DESCRIPTION
 HA0711
 HA0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0711'1.5 MI W FROM NEWBURGH.
 HA0711'ABOUT 1.5 MILES WEST ALONG STATE HIGHWAY 662 FROM THE LOCK AND DAM
 HA0711'NUMBER 47 AT NEWBURGH, IN SECTION 33, T 6 S, R 9 W, 36 FEET
 HA0711'NORTHEAST OF THE CENTER OF THE INTERSECTION OF A GRAVELED ROAD,
 HA0711'29 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 HA0711'TOP OF THE NORTH END OF A CONCRETE RETAINING WALL FOR A HIGHWAY
 HA0711'BRIDGE WITH THE WALL EXTENDING NORTH FROM A WING WALL, 15 FEET
 HA0711'EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 6 1/2 FEET NORTH OF
 HA0711'THE NORTHWEST CORNER OF AN ARCHED WING WALL FOR THE BRIDGE,
 HA0711'AND ABOUT LEVEL WITH THE GRAVELED ROAD.
 HA0711
 HA0711                          STATION RECOVERY (1988)
 HA0711
 HA0711'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA0711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0623 ***********************************************************************
 JA0623  DESIGNATION -  G 327
 JA0623  PID         -  JA0623
 JA0623  STATE/COUNTY-  IN/PERRY
 JA0623  USGS QUAD   -  BRANCHVILLE (1993)
 JA0623
 JA0623                         *CURRENT SURVEY CONTROL
 JA0623  ___________________________________________________________________
 JA0623* NAD 83(1986)-  38 07 58.     (N)    086 31 00.     (W)     SCALED    
 JA0623* NAVD 88     -       235.290  (meters)     771.95   (feet)  ADJUSTED  
 JA0623  ___________________________________________________________________
 JA0623  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JA0623  DYNAMIC HT  -         235.120 (meters)     771.39  (feet)  COMP
 JA0623  MODELED GRAV-     979,905.5   (mgal)                       NAVD 88
 JA0623
 JA0623  VERT ORDER  -  FIRST     CLASS II
 JA0623
 JA0623.The horizontal coordinates were scaled from a topographic map and have
 JA0623.an estimated accuracy of +/- 6 seconds.
 JA0623
 JA0623.The orthometric height was determined by differential leveling
 JA0623.and adjusted by the National Geodetic Survey in June 1991..
 JA0623
 JA0623.The geoid height was determined by GEOID03.
 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     -   320,380.      949,680.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0623.See file dsdata.txt to determine how the superseded data were derived.
 JA0623
 JA0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH423206(NAD 83)
 JA0623_MARKER: DB = BENCH MARK DISK
 JA0623_SETTING: 66 = SET IN ROCK OUTCROP
 JA0623_SP_SET: ROCK OUTCROP
 JA0623_STAMPING: G 327 1965
 JA0623_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA0623+STABILITY: POSITION/ELEVATION WELL
 JA0623
 JA0623  HISTORY     - Date     Condition        Report By
 JA0623  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0546 ***********************************************************************
 JA0546  DESIGNATION -  G 328 RESET 1969
 JA0546  PID         -  JA0546
 JA0546  STATE/COUNTY-  IN/DUBOIS
 JA0546  USGS QUAD   -  BIRDSEYE (1993)
 JA0546
 JA0546                         *CURRENT SURVEY CONTROL
 JA0546  ___________________________________________________________________
 JA0546* NAD 83(1986)-  38 18 57.     (N)    086 41 41.     (W)     SCALED    
 JA0546* NAVD 88     -       219.19   (meters)     719.1    (feet)  RESET     
 JA0546  ___________________________________________________________________
 JA0546  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JA0546
 JA0546  VERT ORDER  -  THIRD
 JA0546
 JA0546.The horizontal coordinates were scaled from a topographic map and have
 JA0546.an estimated accuracy of +/- 6 seconds.
 JA0546
 JA0546.The orthometric height was computed from unverified reset data.
 JA0546
 JA0546.The geoid height was determined by GEOID03.
 JA0546
 JA0546;                    North         East    Units  Estimated Accuracy
 JA0546;SPC IN W     -   340,620.      933,990.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0546.See file dsdata.txt to determine how the superseded data were derived.
 JA0546
 JA0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH266409(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0546
 JA0546  HISTORY     - Date     Condition        Report By
 JA0546  HISTORY     - 1969     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA0547 ***********************************************************************
 HA0547  DESIGNATION -  G 329
 HA0547  PID         -  HA0547
 HA0547  STATE/COUNTY-  IN/SPENCER
 HA0547  USGS QUAD   -  LEWISPORT (1967)
 HA0547
 HA0547                         *CURRENT SURVEY CONTROL
 HA0547  ___________________________________________________________________
 HA0547* NAD 83(1986)-  37 58 08.     (N)    086 54 00.     (W)     SCALED    
 HA0547* NAVD 88     -       119.778  (meters)     392.97   (feet)  ADJUSTED  
 HA0547  ___________________________________________________________________
 HA0547  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 HA0547  DYNAMIC HT  -         119.696 (meters)     392.70  (feet)  COMP
 HA0547  MODELED GRAV-     979,946.8   (mgal)                       NAVD 88
 HA0547
 HA0547  VERT ORDER  -  FIRST     CLASS II
 HA0547
 HA0547.The horizontal coordinates were scaled from a topographic map and have
 HA0547.an estimated accuracy of +/- 6 seconds.
 HA0547
 HA0547.The orthometric height was determined by differential leveling
 HA0547.and adjusted by the National Geodetic Survey in June 1991..
 HA0547
 HA0547.The geoid height was determined by GEOID03.
 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     -   302,060.      916,110.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0547.See file dsdata.txt to determine how the superseded data were derived.
 HA0547
 HA0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH087023(NAD 83)
 HA0547_MARKER: DB = BENCH MARK DISK
 HA0547_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0547_SP_SET: CULVERT
 HA0547_STAMPING: G 329 1965
 HA0547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0547
 HA0547  HISTORY     - Date     Condition        Report By
 HA0547  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0892 ***********************************************************************
 KA0892  DESIGNATION -  G 33
 KA0892  PID         -  KA0892
 KA0892  STATE/COUNTY-  IN/PARKE
 KA0892  USGS QUAD   -  BELLMORE (1963)
 KA0892
 KA0892                         *CURRENT SURVEY CONTROL
 KA0892  ___________________________________________________________________
 KA0892* NAD 83(1986)-  39 51 54.     (N)    087 05 22.     (W)     SCALED    
 KA0892* NAVD 88     -       199.068  (meters)     653.11   (feet)  ADJUSTED  
 KA0892  ___________________________________________________________________
 KA0892  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KA0892  DYNAMIC HT  -         198.956 (meters)     652.74  (feet)  COMP
 KA0892  MODELED GRAV-     980,061.6   (mgal)                       NAVD 88
 KA0892
 KA0892  VERT ORDER  -  SECOND    CLASS 0
 KA0892
 KA0892.The horizontal coordinates were scaled from a topographic map and have
 KA0892.an estimated accuracy of +/- 6 seconds.
 KA0892
 KA0892.The orthometric height was determined by differential leveling
 KA0892.and adjusted by the National Geodetic Survey in June 1991..
 KA0892
 KA0892.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0892.See file dsdata.txt to determine how the superseded data were derived.
 KA0892
 KA0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK923127(NAD 83)
 KA0892_MARKER: DB = BENCH MARK DISK
 KA0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0892_STAMPING: G 33 1934
 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             NGS
 KA0892
 KA0892                          STATION DESCRIPTION
 KA0892
 KA0892'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA0506 ***********************************************************************
 HA0506  DESIGNATION -  G 330
 HA0506  PID         -  HA0506
 HA0506  STATE/COUNTY-  IN/PERRY
 HA0506  USGS QUAD   -  ROME (1993)
 HA0506
 HA0506                         *CURRENT SURVEY CONTROL
 HA0506  ___________________________________________________________________
 HA0506* NAD 83(1986)-  37 56 36.     (N)    086 35 42.     (W)     SCALED    
 HA0506* NAVD 88     -       225.983  (meters)     741.41   (feet)  ADJUSTED  
 HA0506  ___________________________________________________________________
 HA0506  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HA0506  DYNAMIC HT  -         225.819 (meters)     740.87  (feet)  COMP
 HA0506  MODELED GRAV-     979,898.5   (mgal)                       NAVD 88
 HA0506
 HA0506  VERT ORDER  -  FIRST     CLASS II
 HA0506
 HA0506.The horizontal coordinates were scaled from a topographic map and have
 HA0506.an estimated accuracy of +/- 6 seconds.
 HA0506
 HA0506.The orthometric height was determined by differential leveling
 HA0506.and adjusted by the National Geodetic Survey in June 1991..
 HA0506
 HA0506.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0506.See file dsdata.txt to determine how the superseded data were derived.
 HA0506
 HA0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG355996(NAD 83)
 HA0506_MARKER: DB = BENCH MARK DISK
 HA0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0506_STAMPING: G 330 1965
 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 = OCTOBER  6, 2006
 JA0987 ***********************************************************************
 JA0987  DESIGNATION -  G 331
 JA0987  PID         -  JA0987
 JA0987  STATE/COUNTY-  IN/PIKE
 JA0987  USGS QUAD   -  VELPEN (1980)
 JA0987
 JA0987                         *CURRENT SURVEY CONTROL
 JA0987  ___________________________________________________________________
 JA0987* NAD 83(1986)-  38 21 19.     (N)    087 06 08.     (W)     SCALED    
 JA0987* NAVD 88     -       149.739  (meters)     491.27   (feet)  ADJUSTED  
 JA0987  ___________________________________________________________________
 JA0987  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 JA0987  DYNAMIC HT  -         149.640 (meters)     490.94  (feet)  COMP
 JA0987  MODELED GRAV-     979,964.4   (mgal)                       NAVD 88
 JA0987
 JA0987  VERT ORDER  -  FIRST     CLASS II
 JA0987
 JA0987.The horizontal coordinates were scaled from a topographic map and have
 JA0987.an estimated accuracy of +/- 6 seconds.
 JA0987
 JA0987.The orthometric height was determined by differential leveling
 JA0987.and adjusted by the National Geodetic Survey in June 1991..
 JA0987
 JA0987.The geoid height was determined by GEOID03.
 JA0987
 JA0987.The dynamic height is computed by dividing the NAVD 88
 JA0987.geopotential number by the normal gravity value computed on the
 JA0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0987.degrees latitude (g = 980.6199 gals.).
 JA0987
 JA0987.The modeled gravity was interpolated from observed gravity values.
 JA0987
 JA0987;                    North         East    Units  Estimated Accuracy
 JA0987;SPC IN W     -   344,930.      898,350.      MT  (+/- 180 meters Scaled)
 JA0987
 JA0987                          SUPERSEDED SURVEY CONTROL
 JA0987
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0987.See file dsdata.txt to determine how the superseded data were derived.
 JA0987
 JA0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH910452(NAD 83)
 JA0987_MARKER: DB = BENCH MARK DISK
 JA0987_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0987_SP_SET: CULVERT
 JA0987_STAMPING: G 331 1965
 JA0987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0987
 JA0987  HISTORY     - Date     Condition        Report By
 JA0987  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1036 ***********************************************************************
 JA1036  DESIGNATION -  G 332
 JA1036  PID         -  JA1036
 JA1036  STATE/COUNTY-  IN/GIBSON
 JA1036  USGS QUAD   -  FRANCISCO (1977)
 JA1036
 JA1036                         *CURRENT SURVEY CONTROL
 JA1036  ___________________________________________________________________
 JA1036* NAD 83(1986)-  38 19 43.     (N)    087 28 58.     (W)     SCALED    
 JA1036* NAVD 88     -       144.611  (meters)     474.44   (feet)  ADJUSTED  
 JA1036  ___________________________________________________________________
 JA1036  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JA1036  DYNAMIC HT  -         144.514 (meters)     474.13  (feet)  COMP
 JA1036  MODELED GRAV-     979,961.5   (mgal)                       NAVD 88
 JA1036
 JA1036  VERT ORDER  -  FIRST     CLASS II
 JA1036
 JA1036.The horizontal coordinates were scaled from a topographic map and have
 JA1036.an estimated accuracy of +/- 6 seconds.
 JA1036
 JA1036.The orthometric height was determined by differential leveling
 JA1036.and adjusted by the National Geodetic Survey in June 1991..
 JA1036
 JA1036.The geoid height was determined by GEOID03.
 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     -   342,040.      865,070.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1036.See file dsdata.txt to determine how the superseded data were derived.
 JA1036
 JA1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH578423(NAD 83)
 JA1036_MARKER: DB = BENCH MARK DISK
 JA1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1036_STAMPING: G 332 1965
 JA1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1036+STABILITY: SURFACE MOTION
 JA1036
 JA1036  HISTORY     - Date     Condition        Report By
 JA1036  HISTORY     - 1965     MONUMENTED       CGS
 JA1036  HISTORY     - 1991     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0983 ***********************************************************************
 MD0983  DESIGNATION -  G 333
 MD0983  PID         -  MD0983
 MD0983  STATE/COUNTY-  IN/WHITLEY
 MD0983  USGS QUAD   -  LORANE (1965)
 MD0983
 MD0983                         *CURRENT SURVEY CONTROL
 MD0983  ___________________________________________________________________
 MD0983* NAD 83(1986)-  41 10 00.     (N)    085 33 51.     (W)     SCALED    
 MD0983* NAVD 88     -       265.746  (meters)     871.87   (feet)  ADJUSTED  
 MD0983  ___________________________________________________________________
 MD0983  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MD0983  DYNAMIC HT  -         265.638 (meters)     871.51  (feet)  COMP
 MD0983  MODELED GRAV-     980,209.9   (mgal)                       NAVD 88
 MD0983
 MD0983  VERT ORDER  -  FIRST     CLASS I
 MD0983
 MD0983.The horizontal coordinates were scaled from a topographic map and have
 MD0983.an estimated accuracy of +/- 6 seconds.
 MD0983
 MD0983.The orthometric height was determined by differential leveling
 MD0983.and adjusted by the National Geodetic Survey in June 1991..
 MD0983
 MD0983.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD0983
 MD0983  NGVD 29 (01/19/93)  265.892  (m)          872.35   (f) ADJUSTED    1 1
 MD0983
 MD0983.Superseded values are not recommended for survey control.
 MD0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0983.See file dsdata.txt to determine how the superseded data were derived.
 MD0983
 MD0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL204582(NAD 83)
 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 = OCTOBER  6, 2006
 MD0998 ***********************************************************************
 MD0998  DESIGNATION -  G 334
 MD0998  PID         -  MD0998
 MD0998  STATE/COUNTY-  IN/KOSCIUSKO
 MD0998  USGS QUAD   -  PIERCETON (1994)
 MD0998
 MD0998                         *CURRENT SURVEY CONTROL
 MD0998  ___________________________________________________________________
 MD0998* NAD 83(1986)-  41 12 15.     (N)    085 42 19.     (W)     SCALED    
 MD0998* NAVD 88     -       281.585  (meters)     923.83   (feet)  ADJUSTED  
 MD0998  ___________________________________________________________________
 MD0998  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MD0998  DYNAMIC HT  -         281.467 (meters)     923.45  (feet)  COMP
 MD0998  MODELED GRAV-     980,196.0   (mgal)                       NAVD 88
 MD0998
 MD0998  VERT ORDER  -  FIRST     CLASS I
 MD0998
 MD0998.The horizontal coordinates were scaled from a topographic map and have
 MD0998.an estimated accuracy of +/- 6 seconds.
 MD0998
 MD0998.The orthometric height was determined by differential leveling
 MD0998.and adjusted by the National Geodetic Survey in June 1991..
 MD0998
 MD0998.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD0998
 MD0998  NGVD 29 (01/19/93)  281.725  (m)          924.29   (f) ADJUSTED    1 1
 MD0998
 MD0998.Superseded values are not recommended for survey control.
 MD0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0998.See file dsdata.txt to determine how the superseded data were derived.
 MD0998
 MD0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL085622(NAD 83)
 MD0998_MARKER: DD = SURVEY DISK
 MD0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0998_SP_SET: CONCRETE POST
 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             NGS
 MD0998  HISTORY     - 19921008 GOOD             NGS
 MD0998  HISTORY     - 19971120 GOOD             USPSQD
 MD0998
 MD0998                          STATION DESCRIPTION
 MD0998
 MD0998'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 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  USGS QUAD   -  HANNA (1958)
 ME0558
 ME0558                         *CURRENT SURVEY CONTROL
 ME0558  ___________________________________________________________________
 ME0558* NAD 83(1997)-  41 25 31.72398(N)    086 52 19.41721(W)     ADJUSTED  
 ME0558* NAVD 88     -       222.791  (meters)     730.94   (feet)  ADJUSTED  
 ME0558  ___________________________________________________________________
 ME0558  X           -     261,348.025 (meters)                     COMP
 ME0558  Y           -  -4,782,464.270 (meters)                     COMP
 ME0558  Z           -   4,198,094.958 (meters)                     COMP
 ME0558  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 ME0558  ELLIP HEIGHT-         188.95  (meters)          (04/10/98) GPS OBS
 ME0558  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME0558  DYNAMIC HT  -         222.701 (meters)     730.64  (feet)  COMP
 ME0558  MODELED GRAV-     980,210.9   (mgal)                       NAVD 88
 ME0558
 ME0558  HORZ ORDER  -  B
 ME0558  VERT ORDER  -  FIRST     CLASS I
 ME0558  ELLP ORDER  -  FOURTH    CLASS I
 ME0558
 ME0558.The horizontal coordinates were established by GPS observations
 ME0558.and adjusted by the National Geodetic Survey in April 1998..
 ME0558
 ME0558.The orthometric height was determined by differential leveling
 ME0558.and adjusted by the National Geodetic Survey in June 1991..
 ME0558
 ME0558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME0558
 ME0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME0558
 ME0558.The ellipsoidal height was determined by GPS observations
 ME0558.and is referenced to NAD 83.
 ME0558
 ME0558.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 ME0558;SPC IN W     -   685,831.008   917,660.110   MT  0.99997050   +0 08 23.2
 ME0558;SPC IN W     - 2,250,097.23  3,010,689.88   sFT  0.99997050   +0 08 23.2
 ME0558;UTM  16      - 4,585,998.901   510,690.432   MT  0.99960141   +0 05 04.7
 ME0558
 ME0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0558!SPC IN W     -   0.99997036  x   0.99997050  =   0.99994086
 ME0558!UTM  16      -   0.99997036  x   0.99960141  =   0.99957179
 ME0558
 ME0558                          SUPERSEDED SURVEY CONTROL
 ME0558
 ME0558  NAVD 88 (04/10/98)  222.79   (m)          730.9    (f) LEVELING    3  
 ME0558  NGVD 29 (01/19/93)  222.888  (m)          731.26   (f) ADJUSTED    1 1
 ME0558
 ME0558.Superseded values are not recommended for survey control.
 ME0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0558.See file dsdata.txt to determine how the superseded data were derived.
 ME0558
 ME0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1069085999(NAD 83)
 ME0558_MARKER: DB = BENCH MARK DISK
 ME0558_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME0558_SP_SET: COPPER-CLAD STEEL ROD
 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 - May 13, 1997
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1199 ***********************************************************************
 ME1199  DESIGNATION -  G 336
 ME1199  PID         -  ME1199
 ME1199  STATE/COUNTY-  IN/PORTER
 ME1199  USGS QUAD   -  VALPARAISO (1992)
 ME1199
 ME1199                         *CURRENT SURVEY CONTROL
 ME1199  ___________________________________________________________________
 ME1199* NAD 83(1986)-  41 26 58.     (N)    087 00 31.     (W)     SCALED    
 ME1199* NAVD 88     -       231.209  (meters)     758.56   (feet)  ADJUSTED  
 ME1199  ___________________________________________________________________
 ME1199  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME1199  DYNAMIC HT  -         231.116 (meters)     758.25  (feet)  COMP
 ME1199  MODELED GRAV-     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 scaled from a topographic map and have
 ME1199.an estimated accuracy of +/- 6 seconds.
 ME1199
 ME1199.The orthometric height was determined by differential leveling
 ME1199.and adjusted by the National Geodetic Survey in April 1995..
 ME1199
 ME1199.The geoid height was determined by GEOID03.
 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     -   688,470.      906,240.      MT  (+/- 180 meters Scaled)
 ME1199
 ME1199                          SUPERSEDED SURVEY CONTROL
 ME1199
 ME1199  NAVD 88 (06/15/91)  231.199  (m)          758.53   (f) UNKNOWN     1 1
 ME1199  NGVD 29 (01/19/93)  231.299  (m)          758.85   (f) ADJUSTED    1 1
 ME1199
 ME1199.Superseded values are not recommended for survey control.
 ME1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1199.See file dsdata.txt to determine how the superseded data were derived.
 ME1199
 ME1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL992886(NAD 83)
 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 NOT SUITABLE FOR
 ME1199+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1992
 ME1199
 ME1199  HISTORY     - Date     Condition        Report By
 ME1199  HISTORY     - 1968     MONUMENTED       CGS
 ME1199  HISTORY     - 19920906 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2117 ***********************************************************************
 ME2117  DESIGNATION -  G 349
 ME2117  PID         -  ME2117
 ME2117  STATE/COUNTY-  IN/LAKE
 ME2117  USGS QUAD   -  GARY (1991)
 ME2117
 ME2117                         *CURRENT SURVEY CONTROL
 ME2117  ___________________________________________________________________
 ME2117* NAD 83(1986)-  41 35 55.     (N)    087 20 31.     (W)     SCALED    
 ME2117* NAVD 88     -       183.412  (meters)     601.74   (feet)  ADJUSTED  
 ME2117  ___________________________________________________________________
 ME2117  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME2117  DYNAMIC HT  -         183.344 (meters)     601.52  (feet)  COMP
 ME2117  MODELED GRAV-     980,250.2   (mgal)                       NAVD 88
 ME2117
 ME2117  VERT ORDER  -  FIRST     CLASS II
 ME2117
 ME2117.The horizontal coordinates were scaled from a topographic map and have
 ME2117.an estimated accuracy of +/- 6 seconds.
 ME2117
 ME2117.The orthometric height was determined by differential leveling
 ME2117.and adjusted by the National Geodetic Survey in June 1991..
 ME2117
 ME2117.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2117
 ME2117  NGVD 29 (01/19/93)  183.519  (m)          602.10   (f) ADJUSTED    1 2
 ME2117
 ME2117.Superseded values are not recommended for survey control.
 ME2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2117.See file dsdata.txt to determine how the superseded data were derived.
 ME2117
 ME2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM715052(NAD 83)
 ME2117_MARKER: I = METAL ROD
 ME2117_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME2117_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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 = OCTOBER  6, 2006
 LA0489 ***********************************************************************
 LA0489  DESIGNATION -  G 35
 LA0489  PID         -  LA0489
 LA0489  STATE/COUNTY-  IN/ADAMS
 LA0489  USGS QUAD   -  DECATUR (1992)
 LA0489
 LA0489                         *CURRENT SURVEY CONTROL
 LA0489  ___________________________________________________________________
 LA0489* NAD 83(1986)-  40 49 53.     (N)    084 58 33.     (W)     SCALED    
 LA0489* NAVD 88     -       246.188  (meters)     807.70   (feet)  ADJUSTED  
 LA0489  ___________________________________________________________________
 LA0489  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 LA0489  DYNAMIC HT  -         246.078 (meters)     807.34  (feet)  COMP
 LA0489  MODELED GRAV-     980,173.7   (mgal)                       NAVD 88
 LA0489
 LA0489  VERT ORDER  -  SECOND    CLASS 0
 LA0489
 LA0489.The horizontal coordinates were scaled from a topographic map and have
 LA0489.an estimated accuracy of +/- 6 seconds.
 LA0489
 LA0489.The orthometric height was determined by differential leveling
 LA0489.and adjusted by the National Geodetic Survey in June 1991..
 LA0489.WARNING-Repeat measurements at this control monument indicate possible
 LA0489.vertical movement.
 LA0489
 LA0489.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0489.See file dsdata.txt to determine how the superseded data were derived.
 LA0489
 LA0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL706220(NAD 83)
 LA0489_MARKER: DB = BENCH MARK DISK
 LA0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0489_STAMPING: G 35 1934
 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             NGS
 LA0489  HISTORY     - 1974     GOOD             NGS
 LA0489
 LA0489                          STATION DESCRIPTION
 LA0489
 LA0489'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1654 ***********************************************************************
 KA1654  DESIGNATION -  G 350
 KA1654  PID         -  KA1654
 KA1654  STATE/COUNTY-  IN/HENDRICKS
 KA1654  USGS QUAD   -  CLERMONT (1984)
 KA1654
 KA1654                         *CURRENT SURVEY CONTROL
 KA1654  ___________________________________________________________________
 KA1654* NAD 83(1986)-  39 45 48.     (N)    086 20 10.     (W)     SCALED    
 KA1654* NAVD 88     -       245.187  (meters)     804.42   (feet)  ADJUSTED  
 KA1654  ___________________________________________________________________
 KA1654  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KA1654  DYNAMIC HT  -         245.055 (meters)     803.98  (feet)  COMP
 KA1654  MODELED GRAV-     980,080.6   (mgal)                       NAVD 88
 KA1654
 KA1654  VERT ORDER  -  FIRST     CLASS II
 KA1654
 KA1654.The horizontal coordinates were scaled from a topographic map and have
 KA1654.an estimated accuracy of +/- 6 seconds.
 KA1654
 KA1654.The orthometric height was determined by differential leveling
 KA1654.and adjusted by the National Geodetic Survey in June 1991..
 KA1654
 KA1654.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1654
 KA1654.No superseded survey control is available for this station.
 KA1654
 KA1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK568017(NAD 83)
 KA1654_MARKER: I = METAL ROD
 KA1654_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1654_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1676 ***********************************************************************
 KA1676  DESIGNATION -  G 351
 KA1676  PID         -  KA1676
 KA1676  STATE/COUNTY-  IN/PUTNAM
 KA1676  USGS QUAD   -  REELSVILLE (1986)
 KA1676
 KA1676                         *CURRENT SURVEY CONTROL
 KA1676  ___________________________________________________________________
 KA1676* NAD 83(1986)-  39 33 06.     (N)    086 57 09.     (W)     SCALED    
 KA1676* NAVD 88     -       198.585  (meters)     651.52   (feet)  ADJUSTED  
 KA1676  ___________________________________________________________________
 KA1676  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KA1676  DYNAMIC HT  -         198.472 (meters)     651.15  (feet)  COMP
 KA1676  MODELED GRAV-     980,054.8   (mgal)                       NAVD 88
 KA1676
 KA1676  VERT ORDER  -  FIRST     CLASS II
 KA1676
 KA1676.The horizontal coordinates were scaled from a topographic map and have
 KA1676.an estimated accuracy of +/- 6 seconds.
 KA1676
 KA1676.The orthometric height was determined by differential leveling
 KA1676.and adjusted by the National Geodetic Survey in June 1991..
 KA1676
 KA1676.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1676
 KA1676.No superseded survey control is available for this station.
 KA1676
 KA1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ040780(NAD 83)
 KA1676_MARKER: I = METAL ROD
 KA1676_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1676_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1662 ***********************************************************************
 KA1662  DESIGNATION -  G 352
 KA1662  PID         -  KA1662
 KA1662  STATE/COUNTY-  IN/HENDRICKS
 KA1662  USGS QUAD   -  CLAYTON (1970)
 KA1662
 KA1662                         *CURRENT SURVEY CONTROL
 KA1662  ___________________________________________________________________
 KA1662* NAD 83(1986)-  39 43 36.     (N)    086 31 25.     (W)     SCALED    
 KA1662* NAVD 88     -       278.457  (meters)     913.57   (feet)  ADJUSTED  
 KA1662  ___________________________________________________________________
 KA1662  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KA1662  DYNAMIC HT  -         278.305 (meters)     913.07  (feet)  COMP
 KA1662  MODELED GRAV-     980,071.4   (mgal)                       NAVD 88
 KA1662
 KA1662  VERT ORDER  -  FIRST     CLASS II
 KA1662
 KA1662.The horizontal coordinates were scaled from a topographic map and have
 KA1662.an estimated accuracy of +/- 6 seconds.
 KA1662
 KA1662.The orthometric height was determined by differential leveling
 KA1662.and adjusted by the National Geodetic Survey in June 1991..
 KA1662
 KA1662.The geoid height was determined by GEOID03.
 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.      947,990.      MT  (+/- 180 meters Scaled)
 KA1662
 KA1662                          SUPERSEDED SURVEY CONTROL
 KA1662
 KA1662.No superseded survey control is available for this station.
 KA1662
 KA1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ408975(NAD 83)
 KA1662_MARKER: I = METAL ROD
 KA1662_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1662_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1700 ***********************************************************************
 KA1700  DESIGNATION -  G 353
 KA1700  PID         -  KA1700
 KA1700  STATE/COUNTY-  IN/CLAY
 KA1700  USGS QUAD   -  STAUNTON (1986)
 KA1700
 KA1700                         *CURRENT SURVEY CONTROL
 KA1700  ___________________________________________________________________
 KA1700* NAD 83(1986)-  39 23 18.     (N)    087 11 13.     (W)     SCALED    
 KA1700* NAVD 88     -       188.916  (meters)     619.80   (feet)  ADJUSTED  
 KA1700  ___________________________________________________________________
 KA1700  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KA1700  DYNAMIC HT  -         188.807 (meters)     619.44  (feet)  COMP
 KA1700  MODELED GRAV-     980,048.5   (mgal)                       NAVD 88
 KA1700
 KA1700  VERT ORDER  -  FIRST     CLASS II
 KA1700
 KA1700.The horizontal coordinates were scaled from a topographic map and have
 KA1700.an estimated accuracy of +/- 6 seconds.
 KA1700
 KA1700.The orthometric height was determined by differential leveling
 KA1700.and adjusted by the National Geodetic Survey in June 1991..
 KA1700
 KA1700.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1700
 KA1700.No superseded survey control is available for this station.
 KA1700
 KA1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ839598(NAD 83)
 KA1700_MARKER: I = METAL ROD
 KA1700_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1700_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 JA1616 ***********************************************************************
 JA1616  DESIGNATION -  G 354
 JA1616  PID         -  JA1616
 JA1616  STATE/COUNTY-  IN/DAVIESS
 JA1616  USGS QUAD   -  LYONS (1978)
 JA1616
 JA1616                         *CURRENT SURVEY CONTROL
 JA1616  ___________________________________________________________________
 JA1616* NAD 83(1986)-  38 53 22.     (N)    087 04 13.     (W)     SCALED    
 JA1616* NAVD 88     -       145.370  (meters)     476.93   (feet)  ADJUSTED  
 JA1616  ___________________________________________________________________
 JA1616  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JA1616  DYNAMIC HT  -         145.280 (meters)     476.64  (feet)  COMP
 JA1616  MODELED GRAV-     980,008.0   (mgal)                       NAVD 88
 JA1616
 JA1616  VERT ORDER  -  FIRST     CLASS II
 JA1616
 JA1616.The horizontal coordinates were scaled from a topographic map and have
 JA1616.an estimated accuracy of +/- 6 seconds.
 JA1616
 JA1616.The orthometric height was determined by differential leveling
 JA1616.and adjusted by the National Geodetic Survey in June 1991..
 JA1616
 JA1616.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1616
 JA1616.No superseded survey control is available for this station.
 JA1616
 JA1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ939045(NAD 83)
 JA1616_MARKER: I = METAL ROD
 JA1616_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1616_SP_SET: STAINLESS STEEL ROD
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1640 ***********************************************************************
 KA1640  DESIGNATION -  G 355
 KA1640  PID         -  KA1640
 KA1640  STATE/COUNTY-  IN/MARION
 KA1640  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA1640
 KA1640                         *CURRENT SURVEY CONTROL
 KA1640  ___________________________________________________________________
 KA1640* NAD 83(1986)-  39 45 40.     (N)    086 07 52.     (W)     SCALED    
 KA1640* NAVD 88     -       227.073  (meters)     744.99   (feet)  ADJUSTED  
 KA1640  ___________________________________________________________________
 KA1640  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 KA1640  DYNAMIC HT  -         226.947 (meters)     744.58  (feet)  COMP
 KA1640  MODELED GRAV-     980,064.9   (mgal)                       NAVD 88
 KA1640
 KA1640  VERT ORDER  -  FIRST     CLASS II
 KA1640
 KA1640.The horizontal coordinates were scaled from a topographic map and have
 KA1640.an estimated accuracy of +/- 6 seconds.
 KA1640
 KA1640.The orthometric height was determined by differential leveling
 KA1640.and adjusted by the National Geodetic Survey in June 1991..
 KA1640
 KA1640.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1640
 KA1640.No superseded survey control is available for this station.
 KA1640
 KA1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK744016(NAD 83)
 KA1640_MARKER: I = METAL ROD
 KA1640_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1640_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 JA1593 ***********************************************************************
 JA1593  DESIGNATION -  G 356
 JA1593  PID         -  JA1593
 JA1593  STATE/COUNTY-  IN/GIBSON
 JA1593  USGS QUAD   -  FRANCISCO (1977)
 JA1593
 JA1593                         *CURRENT SURVEY CONTROL
 JA1593  ___________________________________________________________________
 JA1593* NAD 83(1986)-  38 15 09.     (N)    087 23 33.     (W)     SCALED    
 JA1593* NAVD 88     -       133.934  (meters)     439.42   (feet)  ADJUSTED  
 JA1593  ___________________________________________________________________
 JA1593  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JA1593  DYNAMIC HT  -         133.844 (meters)     439.12  (feet)  COMP
 JA1593  MODELED GRAV-     979,958.5   (mgal)                       NAVD 88
 JA1593
 JA1593  VERT ORDER  -  FIRST     CLASS II
 JA1593
 JA1593.The horizontal coordinates were scaled from a topographic map and have
 JA1593.an estimated accuracy of +/- 6 seconds.
 JA1593
 JA1593.The orthometric height was determined by differential leveling
 JA1593.and adjusted by the National Geodetic Survey in June 1991..
 JA1593
 JA1593.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1593
 JA1593.No superseded survey control is available for this station.
 JA1593
 JA1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH656339(NAD 83)
 JA1593_MARKER: I = METAL ROD
 JA1593_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JA1593+WITH SETTING: INFORMATION.
 JA1593_SP_SET: SHALLOW-SET METAL ROD
 JA1593_STAMPING: G 356 1986
 JA1593_MARK LOGO: NGS   
 JA1593_PROJECTION: RECESSED 1 CENTIMETERS
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2846 ***********************************************************************
 JZ2846  DESIGNATION -  G 357
 JZ2846  PID         -  JZ2846
 JZ2846  STATE/COUNTY-  IN/SHELBY
 JZ2846  USGS QUAD   -  SHELBYVILLE (1994)
 JZ2846
 JZ2846                         *CURRENT SURVEY CONTROL
 JZ2846  ___________________________________________________________________
 JZ2846* NAD 83(1986)-  39 31 12.     (N)    085 45 23.     (W)     SCALED    
 JZ2846* NAVD 88     -       238.906  (meters)     783.81   (feet)  ADJUSTED  
 JZ2846  ___________________________________________________________________
 JZ2846  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JZ2846  DYNAMIC HT  -         238.765 (meters)     783.35  (feet)  COMP
 JZ2846  MODELED GRAV-     980,030.8   (mgal)                       NAVD 88
 JZ2846
 JZ2846  VERT ORDER  -  FIRST     CLASS II
 JZ2846
 JZ2846.The horizontal coordinates were scaled from a topographic map and have
 JZ2846.an estimated accuracy of +/- 6 seconds.
 JZ2846
 JZ2846.The orthometric height was determined by differential leveling
 JZ2846.and adjusted by the National Geodetic Survey in June 1991..
 JZ2846
 JZ2846.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ2846
 JZ2846.No superseded survey control is available for this station.
 JZ2846
 JZ2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ068752(NAD 83)
 JZ2846_MARKER: I = METAL ROD
 JZ2846_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2846_SP_SET: STAINLESS STEEL ROD
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2819 ***********************************************************************
 JZ2819  DESIGNATION -  G 358
 JZ2819  PID         -  JZ2819
 JZ2819  STATE/COUNTY-  IN/DECATUR
 JZ2819  USGS QUAD   -  NEW POINT (1993)
 JZ2819
 JZ2819                         *CURRENT SURVEY CONTROL
 JZ2819  ___________________________________________________________________
 JZ2819* NAD 83(1986)-  39 19 00.     (N)    085 19 33.     (W)     SCALED    
 JZ2819* NAVD 88     -       300.808  (meters)     986.90   (feet)  ADJUSTED  
 JZ2819  ___________________________________________________________________
 JZ2819  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ2819  DYNAMIC HT  -         300.619 (meters)     986.28  (feet)  COMP
 JZ2819  MODELED GRAV-     979,993.9   (mgal)                       NAVD 88
 JZ2819
 JZ2819  VERT ORDER  -  FIRST     CLASS II
 JZ2819
 JZ2819.The horizontal coordinates were scaled from a topographic map and have
 JZ2819.an estimated accuracy of +/- 6 seconds.
 JZ2819
 JZ2819.The orthometric height was determined by differential leveling
 JZ2819.and adjusted by the National Geodetic Survey in June 1991..
 JZ2819
 JZ2819.The geoid height was determined by GEOID03.
 JZ2819
 JZ2819.The dynamic height is computed by dividing the NAVD 88
 JZ2819.geopotential number by the normal gravity value computed on the
 JZ2819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2819.degrees latitude (g = 980.6199 gals.).
 JZ2819
 JZ2819.The modeled gravity was interpolated from observed gravity values.
 JZ2819
 JZ2819;                    North         East    Units  Estimated Accuracy
 JZ2819;SPC IN E     -   451,710.      129,390.      MT  (+/- 180 meters Scaled)
 JZ2819
 JZ2819                          SUPERSEDED SURVEY CONTROL
 JZ2819
 JZ2819.No superseded survey control is available for this station.
 JZ2819
 JZ2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ443532(NAD 83)
 JZ2819_MARKER: DB = BENCH MARK DISK
 JZ2819_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2819_SP_SET: PIER
 JZ2819_STAMPING: G 358 1986
 JZ2819_MARK LOGO: NGS   
 JZ2819_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ2819+STABILITY: POSITION/ELEVATION WELL
 JZ2819
 JZ2819  HISTORY     - Date     Condition        Report By
 JZ2819  HISTORY     - 1986     MONUMENTED       NGS
 JZ2819
 JZ2819                          STATION DESCRIPTION
 JZ2819
 JZ2819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2819'13.6 KM (8.45 MI) NW FROM BATESVILLE.
 JZ2819'1.9 KM (1.2 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 229 FROM ITS
 JZ2819'JUNCTION WITH INTERSTATE HIGHWAY 74 IN BATESVILLE, THENCE 10.7 KM
 JZ2819'(6.65 MI) NORTHWESTERLY ALONG THE CONRAIL RAILROAD, THENCE 1.0 KM (0.6
 JZ2819'MI) NORTH ALONG COUNTY ROAD 850 EAST, SET VERTICALLY IN THE EAST FACE
 JZ2819'OF THE MOST EASTERLY 1 OF 4 COLUMNS OF THE FIRST PIER NORTH OF THE
 JZ2819'SOUTH ABUTMENT OF COUNTY ROAD 850 EAST OVERPASS OF THE HIGHWAY, AND
 JZ2819'5.6 M (18.4 FT) EAST OF THE CENTER OF THE ROAD.
 JZ2819'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2794 ***********************************************************************
 JZ2794  CBN         -  This is a Cooperative Base Network Control Station.
 JZ2794  DESIGNATION -  G 359
 JZ2794  PID         -  JZ2794
 JZ2794  STATE/COUNTY-  IN/DEARBORN
 JZ2794  USGS QUAD   -  HOOVEN (1992)
 JZ2794
 JZ2794                         *CURRENT SURVEY CONTROL
 JZ2794  ___________________________________________________________________
 JZ2794* NAD 83(1997)-  39 08 48.32133(N)    084 51 30.19414(W)     ADJUSTED  
 JZ2794* NAVD 88     -       160.469  (meters)     526.47   (feet)  ADJUSTED  
 JZ2794  ___________________________________________________________________
 JZ2794  X           -     443,890.338 (meters)                     COMP
 JZ2794  Y           -  -4,933,225.716 (meters)                     COMP
 JZ2794  Z           -   4,005,045.230 (meters)                     COMP
 JZ2794  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 JZ2794  ELLIP HEIGHT-         126.39  (meters)          (09/23/04) GPS OBS
 JZ2794  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ2794  DYNAMIC HT  -         160.369 (meters)     526.14  (feet)  COMP
 JZ2794  MODELED GRAV-     980,001.7   (mgal)                       NAVD 88
 JZ2794
 JZ2794  HORZ ORDER  -  B
 JZ2794  VERT ORDER  -  FIRST     CLASS II
 JZ2794  ELLP ORDER  -  FOURTH    CLASS I
 JZ2794
 JZ2794.The horizontal coordinates were established by GPS observations
 JZ2794.and adjusted by the National Geodetic Survey in April 1998..
 JZ2794
 JZ2794.The orthometric height was determined by differential leveling
 JZ2794.and adjusted by the National Geodetic Survey in June 1991..
 JZ2794
 JZ2794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2794
 JZ2794.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2794
 JZ2794.The ellipsoidal height was determined by GPS observations
 JZ2794.and is referenced to NAD 83.
 JZ2794
 JZ2794.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JZ2794;SPC IN E     -   433,099.283   169,871.614   MT  1.00002676   +0 30 37.1
 JZ2794;SPC IN E     - 1,420,926.56    557,320.45   sFT  1.00002676   +0 30 37.1
 JZ2794;UTM  16      - 4,335,246.595   685,071.148   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                          SUPERSEDED SURVEY CONTROL
 JZ2794
 JZ2794  ELLIP H (04/10/98)  126.43   (m)                       GP(       ) 4 1
 JZ2794  NAVD 88 (04/10/98)  160.47   (m)          526.5    (f) LEVELING    3  
 JZ2794
 JZ2794.Superseded values are not recommended for survey control.
 JZ2794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2794.See file dsdata.txt to determine how the superseded data were derived.
 JZ2794
 JZ2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8507135247(NAD 83)
 JZ2794_MARKER: F = FLANGE-ENCASED ROD
 JZ2794_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2794_SP_SET: STAINLESS STEEL ROD
 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
 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'
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0731 ***********************************************************************
 MD0731  DESIGNATION -  G 36
 MD0731  PID         -  MD0731
 MD0731  STATE/COUNTY-  IN/HUNTINGTON
 MD0731  USGS QUAD   -  LAUD (1961)
 MD0731
 MD0731                         *CURRENT SURVEY CONTROL
 MD0731  ___________________________________________________________________
 MD0731* NAD 83(1986)-  41 00 12.     (N)    085 28 19.     (W)     SCALED    
 MD0731* NAVD 88     -       256.293  (meters)     840.85   (feet)  ADJUSTED  
 MD0731  ___________________________________________________________________
 MD0731  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 MD0731  DYNAMIC HT  -         256.179 (meters)     840.48  (feet)  COMP
 MD0731  MODELED GRAV-     980,171.8   (mgal)                       NAVD 88
 MD0731
 MD0731  VERT ORDER  -  SECOND    CLASS 0
 MD0731
 MD0731.The horizontal coordinates were scaled from a topographic map and have
 MD0731.an estimated accuracy of +/- 6 seconds.
 MD0731
 MD0731.The orthometric height was determined by differential leveling
 MD0731.and adjusted by the National Geodetic Survey in June 1991..
 MD0731
 MD0731.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0731.See file dsdata.txt to determine how the superseded data were derived.
 MD0731
 MD0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL285402(NAD 83)
 MD0731_MARKER: DB = BENCH MARK DISK
 MD0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0731_STAMPING: G 36 1934
 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             NGS
 MD0731  HISTORY     - 1968     GOOD             NGS
 MD0731
 MD0731                          STATION DESCRIPTION
 MD0731
 MD0731'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1968
 MD0731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1727 ***********************************************************************
 KA1727  DESIGNATION -  G 360
 KA1727  PID         -  KA1727
 KA1727  STATE/COUNTY-  IN/VIGO
 KA1727  USGS QUAD   -  NEW GOSHEN (1986)
 KA1727
 KA1727                         *CURRENT SURVEY CONTROL
 KA1727  ___________________________________________________________________
 KA1727* NAD 83(1986)-  39 30 50.     (N)    087 26 05.     (W)     SCALED    
 KA1727* NAVD 88     -       152.792  (meters)     501.29   (feet)  ADJUSTED  
 KA1727  ___________________________________________________________________
 KA1727  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KA1727  DYNAMIC HT  -         152.705 (meters)     501.00  (feet)  COMP
 KA1727  MODELED GRAV-     980,056.7   (mgal)                       NAVD 88
 KA1727
 KA1727  VERT ORDER  -  FIRST     CLASS II
 KA1727
 KA1727.The horizontal coordinates were scaled from a topographic map and have
 KA1727.an estimated accuracy of +/- 6 seconds.
 KA1727
 KA1727.The orthometric height was determined by differential leveling
 KA1727.and adjusted by the National Geodetic Survey in June 1991..
 KA1727
 KA1727.The geoid height was determined by GEOID03.
 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     -   473,610.      869,780.      MT  (+/- 180 meters Scaled)
 KA1727
 KA1727                          SUPERSEDED SURVEY CONTROL
 KA1727
 KA1727.No superseded survey control is available for this station.
 KA1727
 KA1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ626738(NAD 83)
 KA1727_MARKER: I = METAL ROD
 KA1727_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1727_SP_SET: STAINLESS STEEL ROD
 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 - July 22, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1753 ***********************************************************************
 KA1753  DESIGNATION -  G 361
 KA1753  PID         -  KA1753
 KA1753  STATE/COUNTY-  IN/VERMILLION
 KA1753  USGS QUAD   -  NEWPORT (1980)
 KA1753
 KA1753                         *CURRENT SURVEY CONTROL
 KA1753  ___________________________________________________________________
 KA1753* NAD 83(1986)-  39 53 01.     (N)    087 25 05.     (W)     SCALED    
 KA1753* NAVD 88     -       177.154  (meters)     581.21   (feet)  ADJUSTED  
 KA1753  ___________________________________________________________________
 KA1753  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KA1753  DYNAMIC HT  -         177.059 (meters)     580.90  (feet)  COMP
 KA1753  MODELED GRAV-     980,085.7   (mgal)                       NAVD 88
 KA1753
 KA1753  VERT ORDER  -  FIRST     CLASS II
 KA1753
 KA1753.The horizontal coordinates were scaled from a topographic map and have
 KA1753.an estimated accuracy of +/- 6 seconds.
 KA1753
 KA1753.The orthometric height was determined by differential leveling
 KA1753.and adjusted by the National Geodetic Survey in June 1991..
 KA1753
 KA1753.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1753
 KA1753.No superseded survey control is available for this station.
 KA1753
 KA1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK642149(NAD 83)
 KA1753_MARKER: I = METAL ROD
 KA1753_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KA1753+WITH SETTING: INFORMATION.
 KA1753_SP_SET: SHALLOW-SET METAL ROD
 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 = OCTOBER  6, 2006
 ME3365 ***********************************************************************
 ME3365  DESIGNATION -  G 367
 ME3365  PID         -  ME3365
 ME3365  STATE/COUNTY-  IN/LAKE
 ME3365  USGS QUAD   -  HIGHLAND (1991)
 ME3365
 ME3365                         *CURRENT SURVEY CONTROL
 ME3365  ___________________________________________________________________
 ME3365* NAD 83(1986)-  41 37 00.     (N)    087 24 32.     (W)     SCALED    
 ME3365* NAVD 88     -       179.104  (meters)     587.61   (feet)  ADJUSTED  
 ME3365  ___________________________________________________________________
 ME3365  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 ME3365  DYNAMIC HT  -         179.039 (meters)     587.40  (feet)  COMP
 ME3365  MODELED GRAV-     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 topographic map and have
 ME3365.an estimated accuracy of +/- 6 seconds.
 ME3365
 ME3365.The orthometric height was determined by differential leveling
 ME3365.and adjusted by the National Geodetic Survey in April 1995..
 ME3365
 ME3365.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3365.See file dsdata.txt to determine how the superseded data were derived.
 ME3365
 ME3365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM659072(NAD 83)
 ME3365_MARKER: I = METAL ROD
 ME3365_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME3365_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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 = OCTOBER  6, 2006
 MD1968 ***********************************************************************
 MD1968  DESIGNATION -  G 368
 MD1968  PID         -  MD1968
 MD1968  STATE/COUNTY-  IN/ALLEN
 MD1968  USGS QUAD   -  ARCOLA (1981)
 MD1968
 MD1968                         *CURRENT SURVEY CONTROL
 MD1968  ___________________________________________________________________
 MD1968* NAD 83(1986)-  41 06 24.     (N)    085 18 41.     (W)     SCALED    
 MD1968* NAVD 88     -       257.181  (meters)     843.77   (feet)  ADJUSTED  
 MD1968  ___________________________________________________________________
 MD1968  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 MD1968  DYNAMIC HT  -         257.081 (meters)     843.44  (feet)  COMP
 MD1968  MODELED GRAV-     980,228.3   (mgal)                       NAVD 88
 MD1968
 MD1968  VERT ORDER  -  FIRST     CLASS II
 MD1968
 MD1968.The horizontal coordinates were scaled from a topographic map and have
 MD1968.an estimated accuracy of +/- 6 seconds.
 MD1968
 MD1968.The orthometric height was determined by differential leveling
 MD1968.and adjusted by the National Geodetic Survey in April 1995..
 MD1968
 MD1968.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1968.See file dsdata.txt to determine how the superseded data were derived.
 MD1968
 MD1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL417519(NAD 83)
 MD1968_MARKER: I = METAL ROD
 MD1968_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MD1968_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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 = OCTOBER  6, 2006
 LA1072 ***********************************************************************
 LA1072  DESIGNATION -  G 37
 LA1072  PID         -  LA1072
 LA1072  STATE/COUNTY-  IN/BLACKFORD
 LA1072  USGS QUAD   -  HARTFORD CITY WEST (1994)
 LA1072
 LA1072                         *CURRENT SURVEY CONTROL
 LA1072  ___________________________________________________________________
 LA1072* NAD 83(1986)-  40 27 19.     (N)    085 23 04.     (W)     SCALED    
 LA1072* NAVD 88     -       276.996  (meters)     908.78   (feet)  ADJUSTED  
 LA1072  ___________________________________________________________________
 LA1072  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 LA1072  DYNAMIC HT  -         276.855 (meters)     908.32  (feet)  COMP
 LA1072  MODELED GRAV-     980,110.4   (mgal)                       NAVD 88
 LA1072
 LA1072  VERT ORDER  -  SECOND    CLASS 0
 LA1072
 LA1072.The horizontal coordinates were scaled from a topographic map and have
 LA1072.an estimated accuracy of +/- 6 seconds.
 LA1072
 LA1072.The orthometric height was determined by differential leveling
 LA1072.and adjusted by the National Geodetic Survey in June 1991..
 LA1072
 LA1072.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1072.See file dsdata.txt to determine how the superseded data were derived.
 LA1072
 LA1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK369795(NAD 83)
 LA1072_MARKER: DB = BENCH MARK DISK
 LA1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1072_STAMPING: G 37 1934
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1959
 LA1072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0336 ***********************************************************************
 LA0336  DESIGNATION -  G 38
 LA0336  PID         -  LA0336
 LA0336  STATE/COUNTY-  IN/JAY
 LA0336  USGS QUAD   -  FORT RECOVERY (1994)
 LA0336
 LA0336                         *CURRENT SURVEY CONTROL
 LA0336  ___________________________________________________________________
 LA0336* NAD 83(1986)-  40 25 10.     (N)    084 50 38.     (W)     SCALED    
 LA0336* NAVD 88     -       284.376  (meters)     932.99   (feet)  ADJUSTED  
 LA0336  ___________________________________________________________________
 LA0336  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 LA0336  DYNAMIC HT  -         284.237 (meters)     932.53  (feet)  COMP
 LA0336  MODELED GRAV-     980,127.5   (mgal)                       NAVD 88
 LA0336
 LA0336  VERT ORDER  -  SECOND    CLASS 0
 LA0336
 LA0336.The horizontal coordinates were scaled from a topographic map and have
 LA0336.an estimated accuracy of +/- 6 seconds.
 LA0336
 LA0336.The orthometric height was determined by differential leveling
 LA0336.and adjusted by the National Geodetic Survey in June 1991..
 LA0336
 LA0336.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0336.See file dsdata.txt to determine how the superseded data were derived.
 LA0336
 LA0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK829765(NAD 83)
 LA0336_MARKER: DB = BENCH MARK DISK
 LA0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0336_STAMPING: G 38 1934
 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 = OCTOBER  6, 2006
 KA0291 ***********************************************************************
 KA0291  DESIGNATION -  G 4
 KA0291  PID         -  KA0291
 KA0291  STATE/COUNTY-  IN/MARION
 KA0291  USGS QUAD   -  INDIANAPOLIS EAST (1980)
 KA0291
 KA0291                         *CURRENT SURVEY CONTROL
 KA0291  ___________________________________________________________________
 KA0291* NAD 83(1986)-  39 50 28.     (N)    086 01 37.     (W)     SCALED    
 KA0291* NAVD 88     -       265.526  (meters)     871.15   (feet)  ADJUSTED  
 KA0291  ___________________________________________________________________
 KA0291  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KA0291  DYNAMIC HT  -         265.377 (meters)     870.66  (feet)  COMP
 KA0291  MODELED GRAV-     980,058.9   (mgal)                       NAVD 88
 KA0291
 KA0291  VERT ORDER  -  FIRST     CLASS II
 KA0291
 KA0291.The horizontal coordinates were scaled from a topographic map and have
 KA0291.an estimated accuracy of +/- 6 seconds.
 KA0291
 KA0291.The orthometric height was determined by differential leveling
 KA0291.and adjusted by the National Geodetic Survey in June 1991..
 KA0291
 KA0291.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0291.See file dsdata.txt to determine how the superseded data were derived.
 KA0291
 KA0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK832105(NAD 83)
 KA0291_MARKER: DB = BENCH MARK DISK
 KA0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0291_SP_SET: CULVERT
 KA0291_STAMPING: ELEV 871.639 FT G 4
 KA0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0291
 KA0291  HISTORY     - Date     Condition        Report By
 KA0291  HISTORY     - UNK      MONUMENTED       CGS
 KA0291  HISTORY     - 1947     GOOD             NGS
 KA0291  HISTORY     - 1959     MARK NOT FOUND   USGS
 KA0291  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 KA0291
 KA0291                          STATION DESCRIPTION
 KA0291
 KA0291'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1054 ***********************************************************************
 LA1054  DESIGNATION -  G 40
 LA1054  PID         -  LA1054
 LA1054  STATE/COUNTY-  IN/RANDOLPH
 LA1054  USGS QUAD   -  MODOC (1969)
 LA1054
 LA1054                         *CURRENT SURVEY CONTROL
 LA1054  ___________________________________________________________________
 LA1054* NAD 83(1986)-  40 04 53.     (N)    085 07 37.     (W)     SCALED    
 LA1054* NAVD 88     -       350.284  (meters)    1149.22   (feet)  ADJUSTED  
 LA1054  ___________________________________________________________________
 LA1054  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 LA1054  DYNAMIC HT  -         350.094 (meters)    1148.60  (feet)  COMP
 LA1054  MODELED GRAV-     980,072.9   (mgal)                       NAVD 88
 LA1054
 LA1054  VERT ORDER  -  SECOND    CLASS 0
 LA1054
 LA1054.The horizontal coordinates were scaled from a topographic map and have
 LA1054.an estimated accuracy of +/- 6 seconds.
 LA1054
 LA1054.The orthometric height was determined by differential leveling
 LA1054.and adjusted by the National Geodetic Survey in June 1991..
 LA1054
 LA1054.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1054.See file dsdata.txt to determine how the superseded data were derived.
 LA1054
 LA1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK596384(NAD 83)
 LA1054_MARKER: DB = BENCH MARK DISK
 LA1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1054_STAMPING: G 40 1934
 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             NGS
 LA1054  HISTORY     - 1987     POOR             LOCSUR
 LA1054
 LA1054                          STATION DESCRIPTION
 LA1054
 LA1054'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1015 ***********************************************************************
 LA1015  DESIGNATION -  G 41
 LA1015  PID         -  LA1015
 LA1015  STATE/COUNTY-  IN/DELAWARE
 LA1015  USGS QUAD   -  MUNCIE WEST (1992)
 LA1015
 LA1015                         *CURRENT SURVEY CONTROL
 LA1015  ___________________________________________________________________
 LA1015* NAD 83(1986)-  40 11 19.     (N)    085 23 08.     (W)     SCALED    
 LA1015* NAVD 88     -       289.502  (meters)     949.81   (feet)  ADJUSTED  
 LA1015  ___________________________________________________________________
 LA1015  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 LA1015  DYNAMIC HT  -         289.347 (meters)     949.30  (feet)  COMP
 LA1015  MODELED GRAV-     980,084.8   (mgal)                       NAVD 88
 LA1015
 LA1015  VERT ORDER  -  SECOND    CLASS 0
 LA1015
 LA1015.The horizontal coordinates were scaled from a topographic map and have
 LA1015.an estimated accuracy of +/- 6 seconds.
 LA1015
 LA1015.The orthometric height was determined by differential leveling
 LA1015.and adjusted by the National Geodetic Survey in June 1991..
 LA1015
 LA1015.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1015.See file dsdata.txt to determine how the superseded data were derived.
 LA1015
 LA1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK374499(NAD 83)
 LA1015_MARKER: DB = BENCH MARK DISK
 LA1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1015_STAMPING: G 41 1934
 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 = OCTOBER  6, 2006
 LA1431 ***********************************************************************
 LA1431  DESIGNATION -  G 42
 LA1431  PID         -  LA1431
 LA1431  STATE/COUNTY-  IN/MADISON
 LA1431  USGS QUAD   -  ANDERSON SOUTH (1994)
 LA1431
 LA1431                         *CURRENT SURVEY CONTROL
 LA1431  ___________________________________________________________________
 LA1431* NAD 83(1986)-  40 05 16.     (N)    085 44 56.     (W)     SCALED    
 LA1431* NAVD 88     -       268.297  (meters)     880.24   (feet)  ADJUSTED  
 LA1431  ___________________________________________________________________
 LA1431  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 LA1431  DYNAMIC HT  -         268.150 (meters)     879.76  (feet)  COMP
 LA1431  MODELED GRAV-     980,070.7   (mgal)                       NAVD 88
 LA1431
 LA1431  VERT ORDER  -  SECOND    CLASS 0
 LA1431
 LA1431.The horizontal coordinates were scaled from a topographic map and have
 LA1431.an estimated accuracy of +/- 6 seconds.
 LA1431
 LA1431.The orthometric height was determined by differential leveling
 LA1431.and adjusted by the National Geodetic Survey in June 1991..
 LA1431
 LA1431.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1431.See file dsdata.txt to determine how the superseded data were derived.
 LA1431
 LA1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK066382(NAD 83)
 LA1431_MARKER: DB = BENCH MARK DISK
 LA1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1431_STAMPING: G 42 1934
 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             NGS
 LA1431
 LA1431                          STATION DESCRIPTION
 LA1431
 LA1431'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0257 ***********************************************************************
 KA0257  DESIGNATION -  G 43 RESET 1961
 KA0257  PID         -  KA0257
 KA0257  STATE/COUNTY-  IN/MARION
 KA0257  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA0257
 KA0257                         *CURRENT SURVEY CONTROL
 KA0257  ___________________________________________________________________
 KA0257* NAD 83(1986)-  39 47 52.     (N)    086 08 24.     (W)     SCALED    
 KA0257* NAVD 88     -       222.39   (meters)     729.6    (feet)  RESET     
 KA0257  ___________________________________________________________________
 KA0257  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 KA0257
 KA0257  VERT ORDER  -  THIRD
 KA0257
 KA0257.The horizontal coordinates were scaled from a topographic map and have
 KA0257.an estimated accuracy of +/- 6 seconds.
 KA0257
 KA0257.The orthometric height was computed from unverified reset data.
 KA0257
 KA0257.The geoid height was determined by GEOID03.
 KA0257
 KA0257;                    North         East    Units  Estimated Accuracy
 KA0257;SPC IN E     -   505,170.       59,460.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0257.See file dsdata.txt to determine how the superseded data were derived.
 KA0257
 KA0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK736056(NAD 83)
 KA0257_MARKER: DB = BENCH MARK DISK
 KA0257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0257_SP_SET: SEMAPHORE
 KA0257_STAMPING: G 43 RESET 1961
 KA0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ2403 ***********************************************************************
 JZ2403  DESIGNATION -  G 44
 JZ2403  PID         -  JZ2403
 JZ2403  STATE/COUNTY-  IN/MADISON
 JZ2403  USGS QUAD   -  SHIRLEY (1960)
 JZ2403
 JZ2403                         *CURRENT SURVEY CONTROL
 JZ2403  ___________________________________________________________________
 JZ2403* NAD 83(1986)-  39 56 45.     (N)    085 36 12.     (W)     SCALED    
 JZ2403* NAVD 88     -       299.552  (meters)     982.78   (feet)  ADJUSTED  
 JZ2403  ___________________________________________________________________
 JZ2403  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ2403  DYNAMIC HT  -         299.385 (meters)     982.23  (feet)  COMP
 JZ2403  MODELED GRAV-     980,061.3   (mgal)                       NAVD 88
 JZ2403
 JZ2403  VERT ORDER  -  SECOND    CLASS 0
 JZ2403
 JZ2403.The horizontal coordinates were scaled from a topographic map and have
 JZ2403.an estimated accuracy of +/- 6 seconds.
 JZ2403
 JZ2403.The orthometric height was determined by differential leveling
 JZ2403.and adjusted by the National Geodetic Survey in June 1991..
 JZ2403
 JZ2403.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2403.See file dsdata.txt to determine how the superseded data were derived.
 JZ2403
 JZ2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK193226(NAD 83)
 JZ2403_MARKER: DB = BENCH MARK DISK
 JZ2403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2403_STAMPING: G 44 1934
 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             NGS
 JZ2403
 JZ2403                          STATION DESCRIPTION
 JZ2403
 JZ2403'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1488 ***********************************************************************
 JZ1488  DESIGNATION -  G 45
 JZ1488  PID         -  JZ1488
 JZ1488  STATE/COUNTY-  IN/HENRY
 JZ1488  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ1488
 JZ1488                         *CURRENT SURVEY CONTROL
 JZ1488  ___________________________________________________________________
 JZ1488* NAD 83(1986)-  39 55 28.     (N)    085 19 41.     (W)     SCALED    
 JZ1488* NAVD 88     -       331.481  (meters)    1087.53   (feet)  ADJUSTED  
 JZ1488  ___________________________________________________________________
 JZ1488  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JZ1488  DYNAMIC HT  -         331.295 (meters)    1086.92  (feet)  COMP
 JZ1488  MODELED GRAV-     980,054.2   (mgal)                       NAVD 88
 JZ1488
 JZ1488  VERT ORDER  -  SECOND    CLASS 0
 JZ1488
 JZ1488.The horizontal coordinates were scaled from a topographic map and have
 JZ1488.an estimated accuracy of +/- 6 seconds.
 JZ1488
 JZ1488.The orthometric height was determined by differential leveling
 JZ1488.and adjusted by the National Geodetic Survey in June 1991..
 JZ1488
 JZ1488.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1488.See file dsdata.txt to determine how the superseded data were derived.
 JZ1488
 JZ1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK428207(NAD 83)
 JZ1488_MARKER: DB = BENCH MARK DISK
 JZ1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1488_STAMPING: G 45 1934
 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             NGS
 JZ1488
 JZ1488                          STATION DESCRIPTION
 JZ1488
 JZ1488'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1253 ***********************************************************************
 JZ1253  DESIGNATION -  G 46
 JZ1253  PID         -  JZ1253
 JZ1253  STATE/COUNTY-  IN/UNION
 JZ1253  USGS QUAD   -  LIBERTY (1974)
 JZ1253
 JZ1253                         *CURRENT SURVEY CONTROL
 JZ1253  ___________________________________________________________________
 JZ1253* NAD 83(1986)-  39 37 40.     (N)    084 54 46.     (W)     SCALED    
 JZ1253* NAVD 88     -       301.004  (meters)     987.54   (feet)  ADJUSTED  
 JZ1253  ___________________________________________________________________
 JZ1253  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JZ1253  DYNAMIC HT  -         300.829 (meters)     986.97  (feet)  COMP
 JZ1253  MODELED GRAV-     980,036.4   (mgal)                       NAVD 88
 JZ1253
 JZ1253  VERT ORDER  -  SECOND    CLASS 0
 JZ1253
 JZ1253.The horizontal coordinates were scaled from a topographic map and have
 JZ1253.an estimated accuracy of +/- 6 seconds.
 JZ1253
 JZ1253.The orthometric height was determined by differential leveling
 JZ1253.and adjusted by the National Geodetic Survey in June 1991..
 JZ1253
 JZ1253.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1253.See file dsdata.txt to determine how the superseded data were derived.
 JZ1253
 JZ1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ791885(NAD 83)
 JZ1253_MARKER: DB = BENCH MARK DISK
 JZ1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1253_STAMPING: G46 1934
 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 = OCTOBER  6, 2006
 JZ1254 ***********************************************************************
 JZ1254  DESIGNATION -  G 46 RESET 1938
 JZ1254  PID         -  JZ1254
 JZ1254  STATE/COUNTY-  IN/UNION
 JZ1254  USGS QUAD   -  LIBERTY (1974)
 JZ1254
 JZ1254                         *CURRENT SURVEY CONTROL
 JZ1254  ___________________________________________________________________
 JZ1254* NAD 83(1986)-  39 37 40.     (N)    084 54 46.     (W)     SCALED    
 JZ1254* NAVD 88     -       301.19   (meters)     988.2    (feet)  RESET     
 JZ1254  ___________________________________________________________________
 JZ1254  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JZ1254
 JZ1254  VERT ORDER  -  THIRD
 JZ1254
 JZ1254.The horizontal coordinates were scaled from a topographic map and have
 JZ1254.an estimated accuracy of +/- 6 seconds.
 JZ1254
 JZ1254.The orthometric height was computed from unverified reset data.
 JZ1254.No vertical observational check was made to the station.
 JZ1254
 JZ1254.The geoid height was determined by GEOID03.
 JZ1254
 JZ1254;                    North         East    Units  Estimated Accuracy
 JZ1254;SPC IN E     -   486,460.      164,720.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1254.See file dsdata.txt to determine how the superseded data were derived.
 JZ1254
 JZ1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ791885(NAD 83)
 JZ1254_MARKER: DB = BENCH MARK DISK
 JZ1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1254_STAMPING: G 46 1934 RESET 1938
 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             NGS
 JZ1254
 JZ1254                          STATION DESCRIPTION
 JZ1254
 JZ1254'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2412 ***********************************************************************
 JZ2412  DESIGNATION -  G 47
 JZ2412  PID         -  JZ2412
 JZ2412  STATE/COUNTY-  IN/SHELBY
 JZ2412  USGS QUAD   -  RAYS CROSSING (1993)
 JZ2412
 JZ2412                         *CURRENT SURVEY CONTROL
 JZ2412  ___________________________________________________________________
 JZ2412* NAD 83(1986)-  39 33 22.     (N)    085 40 00.     (W)     SCALED    
 JZ2412* NAVD 88     -       262.802  (meters)     862.21   (feet)  ADJUSTED  
 JZ2412  ___________________________________________________________________
 JZ2412  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ2412  DYNAMIC HT  -         262.645 (meters)     861.69  (feet)  COMP
 JZ2412  MODELED GRAV-     980,025.7   (mgal)                       NAVD 88
 JZ2412
 JZ2412  VERT ORDER  -  SECOND    CLASS 0
 JZ2412
 JZ2412.The horizontal coordinates were scaled from a topographic map and have
 JZ2412.an estimated accuracy of +/- 6 seconds.
 JZ2412
 JZ2412.The orthometric height was determined by differential leveling
 JZ2412.and adjusted by the National Geodetic Survey in June 1991..
 JZ2412
 JZ2412.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2412.See file dsdata.txt to determine how the superseded data were derived.
 JZ2412
 JZ2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ145793(NAD 83)
 JZ2412_MARKER: DB = BENCH MARK DISK
 JZ2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2412_STAMPING: G 47 1934
 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             NGS
 JZ2412
 JZ2412                          STATION DESCRIPTION
 JZ2412
 JZ2412'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ0608 ***********************************************************************
 JZ0608  DESIGNATION -  G 48
 JZ0608  PID         -  JZ0608
 JZ0608  STATE/COUNTY-  IN/FRANKLIN
 JZ0608  USGS QUAD   -  CEDAR GROVE (1994)
 JZ0608
 JZ0608                         *CURRENT SURVEY CONTROL
 JZ0608  ___________________________________________________________________
 JZ0608* NAD 83(1986)-  39 21 27.     (N)    084 56 17.     (W)     SCALED    
 JZ0608* NAVD 88     -       185.357  (meters)     608.13   (feet)  ADJUSTED  
 JZ0608  ___________________________________________________________________
 JZ0608  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JZ0608  DYNAMIC HT  -         185.247 (meters)     607.76  (feet)  COMP
 JZ0608  MODELED GRAV-     980,028.5   (mgal)                       NAVD 88
 JZ0608
 JZ0608  VERT ORDER  -  SECOND    CLASS 0
 JZ0608
 JZ0608.The horizontal coordinates were scaled from a topographic map and have
 JZ0608.an estimated accuracy of +/- 6 seconds.
 JZ0608
 JZ0608.The orthometric height was determined by differential leveling
 JZ0608.and adjusted by the National Geodetic Survey in June 1991..
 JZ0608.WARNING-Repeat measurements at this control monument indicate possible
 JZ0608.vertical movement.
 JZ0608
 JZ0608.The geoid height was determined by GEOID03.
 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     -   456,440.      162,800.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0608.See file dsdata.txt to determine how the superseded data were derived.
 JZ0608
 JZ0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ776584(NAD 83)
 JZ0608_MARKER: DB = BENCH MARK DISK
 JZ0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0608_STAMPING: G 48 1934
 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             NGS
 JZ0608  HISTORY     - 20050930 GOOD             GEOCAC
 JZ0608
 JZ0608                          STATION DESCRIPTION
 JZ0608
 JZ0608'DESCRIBED BY NATIONAL 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'N 39 21.449, W 84 56.290 (CONSUMER-GRADE GPS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2199 ***********************************************************************
 JZ2199  DESIGNATION -  G 49
 JZ2199  PID         -  JZ2199
 JZ2199  STATE/COUNTY-  IN/JENNINGS
 JZ2199  USGS QUAD   -  BUTLERVILLE (1994)
 JZ2199
 JZ2199                         *CURRENT SURVEY CONTROL
 JZ2199  ___________________________________________________________________
 JZ2199* NAD 83(1986)-  39 03 31.     (N)    085 37 03.     (W)     SCALED    
 JZ2199* NAVD 88     -       225.200  (meters)     738.84   (feet)  ADJUSTED  
 JZ2199  ___________________________________________________________________
 JZ2199  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ2199  DYNAMIC HT  -         225.056 (meters)     738.37  (feet)  COMP
 JZ2199  MODELED GRAV-     979,983.7   (mgal)                       NAVD 88
 JZ2199
 JZ2199  VERT ORDER  -  SECOND    CLASS 0
 JZ2199
 JZ2199.The horizontal coordinates were scaled from a topographic map and have
 JZ2199.an estimated accuracy of +/- 6 seconds.
 JZ2199
 JZ2199.The orthometric height was determined by differential leveling
 JZ2199.and adjusted by the National Geodetic Survey in June 1991..
 JZ2199
 JZ2199.The geoid height was determined by GEOID03.
 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     -   423,000.      104,260.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2199.See file dsdata.txt to determine how the superseded data were derived.
 JZ2199
 JZ2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ196241(NAD 83)
 JZ2199_MARKER: DB = BENCH MARK DISK
 JZ2199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2199_STAMPING: G 49 1934
 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
 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'NAD'83 (1997) BY IDNR DIVISION OF WATER GPS SURVEY
 JZ2199'LAT  = 39 03 31.22359
 JZ2199'LONG = 85 37 02.79211
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0114 ***********************************************************************
 KA0114  DESIGNATION -  G 50
 KA0114  PID         -  KA0114
 KA0114  STATE/COUNTY-  IN/HENDRICKS
 KA0114  USGS QUAD   -  BROWNSBURG (1980)
 KA0114
 KA0114                         *CURRENT SURVEY CONTROL
 KA0114  ___________________________________________________________________
 KA0114* NAD 83(1986)-  39 52 01.     (N)    086 27 57.     (W)     SCALED    
 KA0114* NAVD 88     -       286.777  (meters)     940.87   (feet)  POSTED    
 KA0114  ___________________________________________________________________
 KA0114  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KA0114  DYNAMIC HT  -         286.620 (meters)     940.35  (feet)  COMP
 KA0114  MODELED GRAV-     980,070.1   (mgal)                       NAVD 88
 KA0114
 KA0114  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 KA0114
 KA0114.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 KA0114.rate of 4.1 thru 8.0 mm/km.
 KA0114
 KA0114.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0114.See file dsdata.txt to determine how the superseded data were derived.
 KA0114
 KA0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK456131(NAD 83)
 KA0114_MARKER: DB = BENCH MARK DISK
 KA0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0114_STAMPING: G 50 1934
 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 = OCTOBER  6, 2006
 KA0848 ***********************************************************************
 KA0848  DESIGNATION -  G 51
 KA0848  PID         -  KA0848
 KA0848  STATE/COUNTY-  IN/PARKE
 KA0848  USGS QUAD   -  MECCA (1983)
 KA0848
 KA0848                         *CURRENT SURVEY CONTROL
 KA0848  ___________________________________________________________________
 KA0848* NAD 83(1986)-  39 38 13.     (N)    087 22 20.     (W)     SCALED    
 KA0848* NAVD 88     -       159.028  (meters)     521.74   (feet)  ADJUSTED  
 KA0848  ___________________________________________________________________
 KA0848  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KA0848  DYNAMIC HT  -         158.938 (meters)     521.45  (feet)  COMP
 KA0848  MODELED GRAV-     980,061.3   (mgal)                       NAVD 88
 KA0848
 KA0848  VERT ORDER  -  SECOND    CLASS 0
 KA0848
 KA0848.The horizontal coordinates were scaled from a topographic map and have
 KA0848.an estimated accuracy of +/- 6 seconds.
 KA0848
 KA0848.The orthometric height was determined by differential leveling
 KA0848.and adjusted by the National Geodetic Survey in June 1991..
 KA0848
 KA0848.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0848.See file dsdata.txt to determine how the superseded data were derived.
 KA0848
 KA0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ680875(NAD 83)
 KA0848_MARKER: DB = BENCH MARK DISK
 KA0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0848_STAMPING: G 51 1934
 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   NGS
 KA0848  HISTORY     - 1949     MARK NOT FOUND   NGS
 KA0848
 KA0848                          STATION DESCRIPTION
 KA0848
 KA0848'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1949
 KA0848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0436 ***********************************************************************
 KA0436  DESIGNATION -  G 52
 KA0436  PID         -  KA0436
 KA0436  STATE/COUNTY-  IN/MONROE
 KA0436  USGS QUAD   -  BLOOMINGTON (1990)
 KA0436
 KA0436                         *CURRENT SURVEY CONTROL
 KA0436  ___________________________________________________________________
 KA0436* NAD 83(1986)-  39 11 53.     (N)    086 35 56.     (W)     SCALED    
 KA0436* NAVD 88     -       233.513  (meters)     766.12   (feet)  ADJUSTED  
 KA0436  ___________________________________________________________________
 KA0436  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KA0436  DYNAMIC HT  -         233.371 (meters)     765.65  (feet)  COMP
 KA0436  MODELED GRAV-     980,013.5   (mgal)                       NAVD 88
 KA0436
 KA0436  VERT ORDER  -  SECOND    CLASS 0
 KA0436
 KA0436.The horizontal coordinates were scaled from a topographic map and have
 KA0436.an estimated accuracy of +/- 6 seconds.
 KA0436
 KA0436.The orthometric height was determined by differential leveling
 KA0436.and adjusted by the National Geodetic Survey in June 1991..
 KA0436
 KA0436.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0436.See file dsdata.txt to determine how the superseded data were derived.
 KA0436
 KA0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ346388(NAD 83)
 KA0436_MARKER: DB = BENCH MARK DISK
 KA0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0436_STAMPING: G 52 1934
 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 = OCTOBER  6, 2006
 KA0327 ***********************************************************************
 KA0327  DESIGNATION -  G 53
 KA0327  PID         -  KA0327
 KA0327  STATE/COUNTY-  IN/BROWN
 KA0327  USGS QUAD   -  BELMONT (1984)
 KA0327
 KA0327                         *CURRENT SURVEY CONTROL
 KA0327  ___________________________________________________________________
 KA0327* NAD 83(1986)-  39 10 36.     (N)    086 16 13.     (W)     SCALED    
 KA0327* NAVD 88     -       276.986  (meters)     908.74   (feet)  ADJUSTED  
 KA0327  ___________________________________________________________________
 KA0327  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KA0327  DYNAMIC HT  -         276.819 (meters)     908.20  (feet)  COMP
 KA0327  MODELED GRAV-     980,017.0   (mgal)                       NAVD 88
 KA0327
 KA0327  VERT ORDER  -  SECOND    CLASS 0
 KA0327
 KA0327.The horizontal coordinates were scaled from a topographic map and have
 KA0327.an estimated accuracy of +/- 6 seconds.
 KA0327
 KA0327.The orthometric height was determined by differential leveling
 KA0327.and adjusted by the National Geodetic Survey in June 1991..
 KA0327
 KA0327.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0327.See file dsdata.txt to determine how the superseded data were derived.
 KA0327
 KA0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ630366(NAD 83)
 KA0327_MARKER: DB = BENCH MARK DISK
 KA0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0327_STAMPING: G 53 1934
 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 = OCTOBER  6, 2006
 JA0382 ***********************************************************************
 JA0382  DESIGNATION -  G 55
 JA0382  PID         -  JA0382
 JA0382  STATE/COUNTY-  IN/CRAWFORD
 JA0382  USGS QUAD   -  VALEENE (1993)
 JA0382
 JA0382                         *CURRENT SURVEY CONTROL
 JA0382  ___________________________________________________________________
 JA0382* NAD 83(1986)-  38 23 41.     (N)    086 27 07.     (W)     SCALED    
 JA0382* NAVD 88     -       258.878  (meters)     849.34   (feet)  ADJUSTED  
 JA0382  ___________________________________________________________________
 JA0382  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JA0382  DYNAMIC HT  -         258.695 (meters)     848.74  (feet)  COMP
 JA0382  MODELED GRAV-     979,918.4   (mgal)                       NAVD 88
 JA0382
 JA0382  VERT ORDER  -  SECOND    CLASS 0
 JA0382
 JA0382.The horizontal coordinates were scaled from a topographic map and have
 JA0382.an estimated accuracy of +/- 6 seconds.
 JA0382
 JA0382.The orthometric height was determined by differential leveling
 JA0382.and adjusted by the National Geodetic Survey in June 1991..
 JA0382
 JA0382.The geoid height was determined by GEOID03.
 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     -   349,500.      955,160.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0382.See file dsdata.txt to determine how the superseded data were derived.
 JA0382
 JA0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH478497(NAD 83)
 JA0382_MARKER: DB = BENCH MARK DISK
 JA0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0382_STAMPING: G 55 1934
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1965
 JA0382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0242 ***********************************************************************
 JA0242  DESIGNATION -  G 56
 JA0242  PID         -  JA0242
 JA0242  STATE/COUNTY-  IN/HARRISON
 JA0242  USGS QUAD   -  CRANDALL (1994)
 JA0242
 JA0242                         *CURRENT SURVEY CONTROL
 JA0242  ___________________________________________________________________
 JA0242* NAD 83(1986)-  38 18 11.     (N)    086 05 59.     (W)     SCALED    
 JA0242* NAVD 88     -       218.845  (meters)     717.99   (feet)  ADJUSTED  
 JA0242  ___________________________________________________________________
 JA0242  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 JA0242  DYNAMIC HT  -         218.694 (meters)     717.50  (feet)  COMP
 JA0242  MODELED GRAV-     979,932.5   (mgal)                       NAVD 88
 JA0242
 JA0242  VERT ORDER  -  FIRST     CLASS II
 JA0242
 JA0242.The horizontal coordinates were scaled from a topographic map and have
 JA0242.an estimated accuracy of +/- 6 seconds.
 JA0242
 JA0242.The orthometric height was determined by differential leveling
 JA0242.and adjusted by the National Geodetic Survey in June 1991..
 JA0242
 JA0242.The geoid height was determined by GEOID03.
 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     -   339,220.       62,120.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0242.See file dsdata.txt to determine how the superseded data were derived.
 JA0242
 JA0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH787398(NAD 83)
 JA0242_MARKER: DB = BENCH MARK DISK
 JA0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0242_STAMPING: G 56 1934
 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             NGS
 JA0242
 JA0242                          STATION DESCRIPTION
 JA0242
 JA0242'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0574 ***********************************************************************
 JA0574  DESIGNATION -  G 57
 JA0574  PID         -  JA0574
 JA0574  STATE/COUNTY-  IN/DUBOIS
 JA0574  USGS QUAD   -  HUNTINGBURG (1990)
 JA0574
 JA0574                         *CURRENT SURVEY CONTROL
 JA0574  ___________________________________________________________________
 JA0574* NAD 83(1986)-  38 17 59.     (N)    086 53 50.     (W)     SCALED    
 JA0574* NAVD 88     -       146.336  (meters)     480.10   (feet)  ADJUSTED  
 JA0574  ___________________________________________________________________
 JA0574  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 JA0574  DYNAMIC HT  -         146.238 (meters)     479.78  (feet)  COMP
 JA0574  MODELED GRAV-     979,951.5   (mgal)                       NAVD 88
 JA0574
 JA0574  VERT ORDER  -  FIRST     CLASS II
 JA0574
 JA0574.The horizontal coordinates were scaled from a topographic map and have
 JA0574.an estimated accuracy of +/- 6 seconds.
 JA0574
 JA0574.The orthometric height was determined by differential leveling
 JA0574.and adjusted by the National Geodetic Survey in June 1991..
 JA0574.WARNING-Repeat measurements at this control monument indicate possible
 JA0574.vertical movement.
 JA0574
 JA0574.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0574.See file dsdata.txt to determine how the superseded data were derived.
 JA0574
 JA0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH089390(NAD 83)
 JA0574_MARKER: DB = BENCH MARK DISK
 JA0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0574_STAMPING: G 57 1934
 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             NGS
 JA0574
 JA0574                          STATION DESCRIPTION
 JA0574
 JA0574'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1007 ***********************************************************************
 ME1007  DESIGNATION -  G 6
 ME1007  PID         -  ME1007
 ME1007  STATE/COUNTY-  IN/LAKE
 ME1007  USGS QUAD   -  HIGHLAND (1991)
 ME1007
 ME1007                         *CURRENT SURVEY CONTROL
 ME1007  ___________________________________________________________________
 ME1007* NAD 83(1986)-  41 36 19.     (N)    087 22 51.     (W)     SCALED    
 ME1007* NAVD 88     -       182.655  (meters)     599.26   (feet)  ADJUSTED  
 ME1007  ___________________________________________________________________
 ME1007  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME1007  DYNAMIC HT  -         182.587 (meters)     599.04  (feet)  COMP
 ME1007  MODELED GRAV-     980,251.5   (mgal)                       NAVD 88
 ME1007
 ME1007  VERT ORDER  -  FIRST     CLASS II
 ME1007
 ME1007.The horizontal coordinates were scaled from a topographic map and have
 ME1007.an estimated accuracy of +/- 6 seconds.
 ME1007
 ME1007.The orthometric height was determined by differential leveling
 ME1007.and adjusted by the National Geodetic Survey in June 1991..
 ME1007.WARNING-Repeat measurements at this control monument indicate possible
 ME1007.vertical movement.
 ME1007
 ME1007.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME1007
 ME1007  NGVD 29 (01/19/93)  182.761  (m)          599.61   (f) ADJUSTED    1 2
 ME1007
 ME1007.Superseded values are not recommended for survey control.
 ME1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1007.See file dsdata.txt to determine how the superseded data were derived.
 ME1007
 ME1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM682060(NAD 83)
 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     - UNK      MONUMENTED       CGS
 ME1007  HISTORY     - 1968     GOOD             NGS
 ME1007  HISTORY     - 19920807 GOOD             NGS
 ME1007
 ME1007                          STATION DESCRIPTION
 ME1007
 ME1007'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0036 ***********************************************************************
 KA0036  DESIGNATION -  G 61
 KA0036  PID         -  KA0036
 KA0036  STATE/COUNTY-  IN/HENDRICKS
 KA0036  USGS QUAD   -  PLAINFIELD (1980)
 KA0036
 KA0036                         *CURRENT SURVEY CONTROL
 KA0036  ___________________________________________________________________
 KA0036* NAD 83(1986)-  39 43 43.     (N)    086 23 57.     (W)     SCALED    
 KA0036* NAVD 88     -       242.874  (meters)     796.83   (feet)  ADJUSTED  
 KA0036  ___________________________________________________________________
 KA0036  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KA0036  DYNAMIC HT  -         242.743 (meters)     796.40  (feet)  COMP
 KA0036  MODELED GRAV-     980,080.8   (mgal)                       NAVD 88
 KA0036
 KA0036  VERT ORDER  -  SECOND    CLASS 0
 KA0036
 KA0036.The horizontal coordinates were scaled from a topographic map and have
 KA0036.an estimated accuracy of +/- 6 seconds.
 KA0036
 KA0036.The orthometric height was determined by differential leveling
 KA0036.and adjusted by the National Geodetic Survey in June 1991..
 KA0036
 KA0036.The geoid height was determined by GEOID03.
 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     -   497,610.      958,650.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0036.See file dsdata.txt to determine how the superseded data were derived.
 KA0036
 KA0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ514978(NAD 83)
 KA0036_MARKER: DB = BENCH MARK DISK
 KA0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0036_STAMPING: G 61 1946
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 KA0621 ***********************************************************************
 KA0621  DESIGNATION -  G 62
 KA0621  PID         -  KA0621
 KA0621  STATE/COUNTY-  IN/PUTNAM
 KA0621  USGS QUAD   -  CLOVERDALE (1986)
 KA0621
 KA0621                         *CURRENT SURVEY CONTROL
 KA0621  ___________________________________________________________________
 KA0621* NAD 83(1986)-  39 35 54.     (N)    086 46 02.     (W)     SCALED    
 KA0621* NAVD 88     -       249.559  (meters)     818.76   (feet)  ADJUSTED  
 KA0621  ___________________________________________________________________
 KA0621  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KA0621  DYNAMIC HT  -         249.416 (meters)     818.29  (feet)  COMP
 KA0621  MODELED GRAV-     980,048.6   (mgal)                       NAVD 88
 KA0621
 KA0621  VERT ORDER  -  FIRST     CLASS II
 KA0621
 KA0621.The horizontal coordinates were scaled from a topographic map and have
 KA0621.an estimated accuracy of +/- 6 seconds.
 KA0621
 KA0621.The orthometric height was determined by differential leveling
 KA0621.and adjusted by the National Geodetic Survey in June 1991..
 KA0621
 KA0621.The geoid height was determined by GEOID03.
 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     -   482,970.      927,150.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0621.See file dsdata.txt to determine how the superseded data were derived.
 KA0621
 KA0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ199832(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0487 ***********************************************************************
 KA0487  DESIGNATION -  G 63
 KA0487  PID         -  KA0487
 KA0487  STATE/COUNTY-  IN/MORGAN
 KA0487  USGS QUAD   -  QUINCY (1958)
 KA0487
 KA0487                         *CURRENT SURVEY CONTROL
 KA0487  ___________________________________________________________________
 KA0487* NAD 83(1986)-  39 29 57.     (N)    086 40 25.     (W)     SCALED    
 KA0487* NAVD 88     -       228.132  (meters)     748.46   (feet)  ADJUSTED  
 KA0487  ___________________________________________________________________
 KA0487  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KA0487  DYNAMIC HT  -         228.004 (meters)     748.04  (feet)  COMP
 KA0487  MODELED GRAV-     980,055.9   (mgal)                       NAVD 88
 KA0487
 KA0487  VERT ORDER  -  SECOND    CLASS 0
 KA0487
 KA0487.The horizontal coordinates were scaled from a topographic map and have
 KA0487.an estimated accuracy of +/- 6 seconds.
 KA0487
 KA0487.The orthometric height was determined by differential leveling
 KA0487.and adjusted by the National Geodetic Survey in June 1991..
 KA0487
 KA0487.The geoid height was determined by GEOID03.
 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     -   471,990.      935,240.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0487.See file dsdata.txt to determine how the superseded data were derived.
 KA0487
 KA0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ280722(NAD 83)
 KA0487_MARKER: DB = BENCH MARK DISK
 KA0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0487_STAMPING: G 63 1946
 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 = OCTOBER  6, 2006
 KA0154 ***********************************************************************
 KA0154  DESIGNATION -  G 64
 KA0154  PID         -  KA0154
 KA0154  STATE/COUNTY-  IN/MARION
 KA0154  USGS QUAD   -  BRIDGEPORT (1986)
 KA0154
 KA0154                         *CURRENT SURVEY CONTROL
 KA0154  ___________________________________________________________________
 KA0154* NAD 83(1986)-  39 39 42.     (N)    086 18 38.     (W)     SCALED    
 KA0154* NAVD 88     -       237.342  (meters)     778.68   (feet)  ADJUSTED  
 KA0154  ___________________________________________________________________
 KA0154  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KA0154  DYNAMIC HT  -         237.215 (meters)     778.26  (feet)  COMP
 KA0154  MODELED GRAV-     980,086.3   (mgal)                       NAVD 88
 KA0154
 KA0154  VERT ORDER  -  SECOND    CLASS 0
 KA0154
 KA0154.The horizontal coordinates were scaled from a topographic map and have
 KA0154.an estimated accuracy of +/- 6 seconds.
 KA0154
 KA0154.The orthometric height was determined by differential leveling
 KA0154.and adjusted by the National Geodetic Survey in June 1991..
 KA0154
 KA0154.The geoid height was determined by GEOID03.
 KA0154
 KA0154.The dynamic height is computed by dividing the NAVD 88
 KA0154.geopotential number by the normal gravity value computed on the
 KA0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0154.degrees latitude (g = 980.6199 gals.).
 KA0154
 KA0154.The modeled gravity was interpolated from observed gravity values.
 KA0154
 KA0154;                    North         East    Units  Estimated Accuracy
 KA0154;SPC IN E     -   490,150.       44,750.      MT  (+/- 180 meters Scaled)
 KA0154
 KA0154                          SUPERSEDED SURVEY CONTROL
 KA0154
 KA0154  NGVD 29 (??/??/92)  237.470  (m)          779.10   (f) ADJ UNCH    2 0
 KA0154
 KA0154.Superseded values are not recommended for survey control.
 KA0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0154.See file dsdata.txt to determine how the superseded data were derived.
 KA0154
 KA0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ591904(NAD 83)
 KA0154_MARKER: DB = BENCH MARK DISK
 KA0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0154_STAMPING: G 64 1946
 KA0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0154+STABILITY: SURFACE MOTION
 KA0154
 KA0154  HISTORY     - Date     Condition        Report By
 KA0154  HISTORY     - 1946     MONUMENTED       CGS
 KA0154  HISTORY     - 1976     GOOD             LOCSUR
 KA0154
 KA0154                          STATION DESCRIPTION
 KA0154
 KA0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0154'AT CAMBY.
 KA0154'AT CAMBY, AT THE INTERSECTION OF STATE HIGHWAY 67 AND CAMBY ROAD,
 KA0154'66 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 58 FEET
 KA0154'NORTHEAST OF THE CENTER LINE OF CAMBY ROAD, 9.5 FEET SOUTHEAST
 KA0154'OF THE SOUTHEAST RAIL OF THE PENNSYLVANIA RAILROAD TRACK, 12.5
 KA0154'FEET NORTHEAST OF A HIGHWAY RIGHT-OF-WAY MARKER, 2.5 FEET SOUTHWEST
 KA0154'OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.
 KA0154'A STANDARD DISK, STAMPED G 64 1946 AND SET IN THE TOP OF A
 KA0154'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 KA0154
 KA0154                          STATION RECOVERY (1976)
 KA0154
 KA0154'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KA0154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0160 ***********************************************************************
 KA0160  DESIGNATION -  G 65
 KA0160  PID         -  KA0160
 KA0160  STATE/COUNTY-  IN/MORGAN
 KA0160  USGS QUAD   -  MOORESVILLE WEST (1983)
 KA0160
 KA0160                         *CURRENT SURVEY CONTROL
 KA0160  ___________________________________________________________________
 KA0160* NAD 83(1986)-  39 36 19.     (N)    086 23 06.     (W)     SCALED    
 KA0160* NAVD 88     -       203.607  (meters)     668.00   (feet)  ADJUSTED  
 KA0160  ___________________________________________________________________
 KA0160  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KA0160  DYNAMIC HT  -         203.497 (meters)     667.64  (feet)  COMP
 KA0160  MODELED GRAV-     980,079.8   (mgal)                       NAVD 88
 KA0160
 KA0160  VERT ORDER  -  SECOND    CLASS 0
 KA0160
 KA0160.The horizontal coordinates were scaled from a topographic map and have
 KA0160.an estimated accuracy of +/- 6 seconds.
 KA0160
 KA0160.The orthometric height was determined by differential leveling
 KA0160.and adjusted by the National Geodetic Survey in June 1991..
 KA0160
 KA0160.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0160.See file dsdata.txt to determine how the superseded data were derived.
 KA0160
 KA0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ527841(NAD 83)
 KA0160_MARKER: DB = BENCH MARK DISK
 KA0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0160_STAMPING: G 65 1946
 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 = OCTOBER  6, 2006
 KA1079 ***********************************************************************
 KA1079  DESIGNATION -  G 66
 KA1079  PID         -  KA1079
 KA1079  STATE/COUNTY-  IN/VIGO
 KA1079  USGS QUAD   -  SEELYVILLE (1986)
 KA1079
 KA1079                         *CURRENT SURVEY CONTROL
 KA1079  ___________________________________________________________________
 KA1079* NAD 83(1986)-  39 28 03.     (N)    087 18 51.     (W)     SCALED    
 KA1079* NAVD 88     -       170.917  (meters)     560.75   (feet)  ADJUSTED  
 KA1079  ___________________________________________________________________
 KA1079  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KA1079  DYNAMIC HT  -         170.820 (meters)     560.43  (feet)  COMP
 KA1079  MODELED GRAV-     980,052.9   (mgal)                       NAVD 88
 KA1079
 KA1079  VERT ORDER  -  SECOND    CLASS 0
 KA1079
 KA1079.The horizontal coordinates were scaled from a topographic map and have
 KA1079.an estimated accuracy of +/- 6 seconds.
 KA1079
 KA1079.The orthometric height was determined by differential leveling
 KA1079.and adjusted by the National Geodetic Survey in June 1991..
 KA1079
 KA1079.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1079.See file dsdata.txt to determine how the superseded data were derived.
 KA1079
 KA1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ729687(NAD 83)
 KA1079_MARKER: DB = BENCH MARK DISK
 KA1079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1079_SP_SET: CULVERT
 KA1079_STAMPING: G 66 1946
 KA1079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1079
 KA1079  HISTORY     - Date     Condition        Report By
 KA1079  HISTORY     - 1946     MONUMENTED       CGS
 KA1079  HISTORY     - 1962     GOOD             NGS
 KA1079  HISTORY     - 19900428 GOOD             USPSQD
 KA1079
 KA1079                          STATION DESCRIPTION
 KA1079
 KA1079'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0943 ***********************************************************************
 KA0943  DESIGNATION -  G 67
 KA0943  PID         -  KA0943
 KA0943  STATE/COUNTY-  IN/CLAY
 KA0943  USGS QUAD   -  BRAZIL EAST (1986)
 KA0943
 KA0943                         *CURRENT SURVEY CONTROL
 KA0943  ___________________________________________________________________
 KA0943* NAD 83(1986)-  39 35 10.     (N)    087 07 28.     (W)     SCALED    
 KA0943* NAVD 88     -       200.853  (meters)     658.97   (feet)  ADJUSTED  
 KA0943  ___________________________________________________________________
 KA0943  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KA0943  DYNAMIC HT  -         200.738 (meters)     658.59  (feet)  COMP
 KA0943  MODELED GRAV-     980,046.8   (mgal)                       NAVD 88
 KA0943
 KA0943  VERT ORDER  -  SECOND    CLASS 0
 KA0943
 KA0943.The horizontal coordinates were scaled from a topographic map and have
 KA0943.an estimated accuracy of +/- 6 seconds.
 KA0943
 KA0943.The orthometric height was determined by differential leveling
 KA0943.and adjusted by the National Geodetic Survey in June 1991..
 KA0943
 KA0943.The geoid height was determined by GEOID03.
 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     -   481,570.      896,470.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0943.See file dsdata.txt to determine how the superseded data were derived.
 KA0943
 KA0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ893818(NAD 83)
 KA0943_MARKER: DB = BENCH MARK DISK
 KA0943_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0943_SP_SET: CULVERT
 KA0943_STAMPING: G 67 1946
 KA0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA1167 ***********************************************************************
 KA1167  DESIGNATION -  G 69
 KA1167  PID         -  KA1167
 KA1167  STATE/COUNTY-  IN/CLAY
 KA1167  USGS QUAD   -  CENTER POINT (1986)
 KA1167
 KA1167                         *CURRENT SURVEY CONTROL
 KA1167  ___________________________________________________________________
 KA1167* NAD 83(1986)-  39 28 24.     (N)    087 00 52.     (W)     SCALED    
 KA1167* NAVD 88     -       191.065  (meters)     626.85   (feet)  ADJUSTED  
 KA1167  ___________________________________________________________________
 KA1167  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KA1167  DYNAMIC HT  -         190.956 (meters)     626.49  (feet)  COMP
 KA1167  MODELED GRAV-     980,050.6   (mgal)                       NAVD 88
 KA1167
 KA1167  VERT ORDER  -  SECOND    CLASS 0
 KA1167
 KA1167.The horizontal coordinates were scaled from a topographic map and have
 KA1167.an estimated accuracy of +/- 6 seconds.
 KA1167
 KA1167.The orthometric height was determined by differential leveling
 KA1167.and adjusted by the National Geodetic Survey in June 1991..
 KA1167
 KA1167.The geoid height was determined by GEOID03.
 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     -   469,050.      905,930.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1167.See file dsdata.txt to determine how the superseded data were derived.
 KA1167
 KA1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ987693(NAD 83)
 KA1167_MARKER: DB = BENCH MARK DISK
 KA1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1167_STAMPING: G 69 1946
 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 = OCTOBER  6, 2006
 KA0496 ***********************************************************************
 KA0496  DESIGNATION -  G 70
 KA0496  PID         -  KA0496
 KA0496  STATE/COUNTY-  IN/CLAY
 KA0496  USGS QUAD   -  POLAND (1980)
 KA0496
 KA0496                         *CURRENT SURVEY CONTROL
 KA0496  ___________________________________________________________________
 KA0496* NAD 83(1986)-  39 28 23.     (N)    086 59 32.     (W)     SCALED    
 KA0496* NAVD 88     -       213.415  (meters)     700.18   (feet)  ADJUSTED  
 KA0496  ___________________________________________________________________
 KA0496  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KA0496  DYNAMIC HT  -         213.293 (meters)     699.78  (feet)  COMP
 KA0496  MODELED GRAV-     980,049.5   (mgal)                       NAVD 88
 KA0496
 KA0496  VERT ORDER  -  SECOND    CLASS 0
 KA0496
 KA0496.The horizontal coordinates were scaled from a topographic map and have
 KA0496.an estimated accuracy of +/- 6 seconds.
 KA0496
 KA0496.The orthometric height was determined by differential leveling
 KA0496.and adjusted by the National Geodetic Survey in June 1991..
 KA0496
 KA0496.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0496.See file dsdata.txt to determine how the superseded data were derived.
 KA0496
 KA0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ006692(NAD 83)
 KA0496_MARKER: DB = BENCH MARK DISK
 KA0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0496_STAMPING: G 70 1946
 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 = OCTOBER  6, 2006
 KA0832 ***********************************************************************
 KA0832  DESIGNATION -  G 71
 KA0832  PID         -  KA0832
 KA0832  STATE/COUNTY-  IN/PARKE
 KA0832  USGS QUAD   -  MANSFIELD (1983)
 KA0832
 KA0832                         *CURRENT SURVEY CONTROL
 KA0832  ___________________________________________________________________
 KA0832* NAD 83(1986)-  39 40 43.     (N)    087 06 18.     (W)     SCALED    
 KA0832* NAVD 88     -       190.523  (meters)     625.07   (feet)  ADJUSTED  
 KA0832  ___________________________________________________________________
 KA0832  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KA0832  DYNAMIC HT  -         190.415 (meters)     624.72  (feet)  COMP
 KA0832  MODELED GRAV-     980,057.7   (mgal)                       NAVD 88
 KA0832
 KA0832  VERT ORDER  -  SECOND    CLASS 0
 KA0832
 KA0832.The horizontal coordinates were scaled from a topographic map and have
 KA0832.an estimated accuracy of +/- 6 seconds.
 KA0832
 KA0832.The orthometric height was determined by differential leveling
 KA0832.and adjusted by the National Geodetic Survey in June 1991..
 KA0832
 KA0832.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0832.See file dsdata.txt to determine how the superseded data were derived.
 KA0832
 KA0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ909920(NAD 83)
 KA0832_MARKER: DB = BENCH MARK DISK
 KA0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0832_STAMPING: G 71 1946
 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 = OCTOBER  6, 2006
 KA0562 ***********************************************************************
 KA0562  DESIGNATION -  G 72
 KA0562  PID         -  KA0562
 KA0562  STATE/COUNTY-  IN/PUTNAM
 KA0562  USGS QUAD   -  RUSSELLVILLE (1963)
 KA0562
 KA0562                         *CURRENT SURVEY CONTROL
 KA0562  ___________________________________________________________________
 KA0562* NAD 83(1986)-  39 45 45.     (N)    086 53 15.     (W)     SCALED    
 KA0562* NAVD 88     -       262.976  (meters)     862.78   (feet)  ADJUSTED  
 KA0562  ___________________________________________________________________
 KA0562  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 KA0562  DYNAMIC HT  -         262.827 (meters)     862.29  (feet)  COMP
 KA0562  MODELED GRAV-     980,054.7   (mgal)                       NAVD 88
 KA0562
 KA0562  VERT ORDER  -  SECOND    CLASS 0
 KA0562
 KA0562.The horizontal coordinates were scaled from a topographic map and have
 KA0562.an estimated accuracy of +/- 6 seconds.
 KA0562
 KA0562.The orthometric height was determined by differential leveling
 KA0562.and adjusted by the National Geodetic Survey in June 1991..
 KA0562
 KA0562.The geoid height was determined by GEOID03.
 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     -   501,170.      916,780.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0562.See file dsdata.txt to determine how the superseded data were derived.
 KA0562
 KA0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK096014(NAD 83)
 KA0562_MARKER: DB = BENCH MARK DISK
 KA0562_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0562_SP_SET: CULVERT
 KA0562_STAMPING: G 72 1946
 KA0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0742 ***********************************************************************
 KA0742  DESIGNATION -  G 73
 KA0742  PID         -  KA0742
 KA0742  STATE/COUNTY-  IN/HENDRICKS
 KA0742  USGS QUAD   -  COATESVILLE (1983)
 KA0742
 KA0742                         *CURRENT SURVEY CONTROL
 KA0742  ___________________________________________________________________
 KA0742* NAD 83(1986)-  39 42 54.     (N)    086 39 04.     (W)     SCALED    
 KA0742* NAVD 88     -       272.253  (meters)     893.22   (feet)  POSTED    
 KA0742  ___________________________________________________________________
 KA0742  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KA0742  DYNAMIC HT  -         272.100 (meters)     892.71  (feet)  COMP
 KA0742  MODELED GRAV-     980,065.3   (mgal)                       NAVD 88
 KA0742
 KA0742  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KA0742
 KA0742.The horizontal coordinates were scaled from a topographic map and have
 KA0742.an estimated accuracy of +/- 6 seconds.
 KA0742
 KA0742.The orthometric height was determined by differential leveling
 KA0742.and adjusted by the National Geodetic Survey in 1992..
 KA0742.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KA0742.rate of 1.1 thru 2.0 mm/km.
 KA0742
 KA0742.The geoid height was determined by GEOID03.
 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     -   495,960.      937,060.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0742.See file dsdata.txt to determine how the superseded data were derived.
 KA0742
 KA0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ299961(NAD 83)
 KA0742_MARKER: DB = BENCH MARK DISK
 KA0742_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0742_SP_SET: CULVERT
 KA0742_STAMPING: G 73 1946
 KA0742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0742
 KA0742  HISTORY     - Date     Condition        Report By
 KA0742  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0888 ***********************************************************************
 KA0888  DESIGNATION -  G 74
 KA0888  PID         -  KA0888
 KA0888  STATE/COUNTY-  IN/MONTGOMERY
 KA0888  USGS QUAD   -  ALAMO (1980)
 KA0888
 KA0888                         *CURRENT SURVEY CONTROL
 KA0888  ___________________________________________________________________
 KA0888* NAD 83(1986)-  39 53 41.     (N)    087 00 56.     (W)     SCALED    
 KA0888* NAVD 88     -       239.133  (meters)     784.56   (feet)  ADJUSTED  
 KA0888  ___________________________________________________________________
 KA0888  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KA0888  DYNAMIC HT  -         239.000 (meters)     784.12  (feet)  COMP
 KA0888  MODELED GRAV-     980,064.6   (mgal)                       NAVD 88
 KA0888
 KA0888  VERT ORDER  -  SECOND    CLASS 0
 KA0888
 KA0888.The horizontal coordinates were scaled from a topographic map and have
 KA0888.an estimated accuracy of +/- 6 seconds.
 KA0888
 KA0888.The orthometric height was determined by differential leveling
 KA0888.and adjusted by the National Geodetic Survey in June 1991..
 KA0888
 KA0888.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0888.See file dsdata.txt to determine how the superseded data were derived.
 KA0888
 KA0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK986160(NAD 83)
 KA0888_MARKER: DB = BENCH MARK DISK
 KA0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0888_STAMPING: G 74 1946
 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 = OCTOBER  6, 2006
 KA0726 ***********************************************************************
 KA0726  DESIGNATION -  G 75
 KA0726  PID         -  KA0726
 KA0726  STATE/COUNTY-  IN/MONTGOMERY
 KA0726  USGS QUAD   -  LADOGA (1984)
 KA0726
 KA0726                         *CURRENT SURVEY CONTROL
 KA0726  ___________________________________________________________________
 KA0726* NAD 83(1986)-  39 58 00.     (N)    086 47 59.     (W)     SCALED    
 KA0726* NAVD 88     -       260.682  (meters)     855.25   (feet)  ADJUSTED  
 KA0726  ___________________________________________________________________
 KA0726  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 KA0726  DYNAMIC HT  -         260.540 (meters)     854.79  (feet)  COMP
 KA0726  MODELED GRAV-     980,076.2   (mgal)                       NAVD 88
 KA0726
 KA0726  VERT ORDER  -  SECOND    CLASS 0
 KA0726
 KA0726.The horizontal coordinates were scaled from a topographic map and have
 KA0726.an estimated accuracy of +/- 6 seconds.
 KA0726
 KA0726.The orthometric height was determined by differential leveling
 KA0726.and adjusted by the National Geodetic Survey in June 1991..
 KA0726
 KA0726.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0726.See file dsdata.txt to determine how the superseded data were derived.
 KA0726
 KA0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK171240(NAD 83)
 KA0726_MARKER: DB = BENCH MARK DISK
 KA0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0726_STAMPING: G 75 1946
 KA0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0726+STABILITY: SURFACE MOTION
 KA0726
 KA0726  HISTORY     - Date     Condition        Report By
 KA0726  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0754 ***********************************************************************
 KA0754  DESIGNATION -  G 76
 KA0754  PID         -  KA0754
 KA0754  STATE/COUNTY-  IN/HENDRICKS
 KA0754  USGS QUAD   -  HALL (1970)
 KA0754
 KA0754                         *CURRENT SURVEY CONTROL
 KA0754  ___________________________________________________________________
 KA0754* NAD 83(1986)-  39 36 23.     (N)    086 34 26.     (W)     SCALED    
 KA0754* NAVD 88     -       233.191  (meters)     765.06   (feet)  ADJUSTED  
 KA0754  ___________________________________________________________________
 KA0754  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KA0754  DYNAMIC HT  -         233.061 (meters)     764.63  (feet)  COMP
 KA0754  MODELED GRAV-     980,062.5   (mgal)                       NAVD 88
 KA0754
 KA0754  VERT ORDER  -  SECOND    CLASS 0
 KA0754
 KA0754.The horizontal coordinates were scaled from a topographic map and have
 KA0754.an estimated accuracy of +/- 6 seconds.
 KA0754
 KA0754.The orthometric height was determined by differential leveling
 KA0754.and adjusted by the National Geodetic Survey in June 1991..
 KA0754
 KA0754.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0754.See file dsdata.txt to determine how the superseded data were derived.
 KA0754
 KA0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ365841(NAD 83)
 KA0754_MARKER: DB = BENCH MARK DISK
 KA0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0754_STAMPING: G 76 1946
 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 = OCTOBER  6, 2006
 KA0106 ***********************************************************************
 KA0106  DESIGNATION -  G 77
 KA0106  PID         -  KA0106
 KA0106  STATE/COUNTY-  IN/MARION
 KA0106  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA0106
 KA0106                         *CURRENT SURVEY CONTROL
 KA0106  ___________________________________________________________________
 KA0106* NAD 83(1986)-  39 45 48.     (N)    086 11 48.     (W)     SCALED    
 KA0106* NAVD 88     -       214.957  (meters)     705.24   (feet)  POSTED    
 KA0106  ___________________________________________________________________
 KA0106  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 KA0106  DYNAMIC HT  -         214.840 (meters)     704.85  (feet)  COMP
 KA0106  MODELED GRAV-     980,074.9   (mgal)                       NAVD 88
 KA0106
 KA0106  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KA0106
 KA0106.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KA0106.rate of 3.1 thru 4.0 mm/km.
 KA0106
 KA0106.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0106.See file dsdata.txt to determine how the superseded data were derived.
 KA0106
 KA0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK688017(NAD 83)
 KA0106_MARKER: DB = BENCH MARK DISK
 KA0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0106_STAMPING: G 77 1946
 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 = OCTOBER  6, 2006
 LB0591 ***********************************************************************
 LB0591  DESIGNATION -  G 78
 LB0591  PID         -  LB0591
 LB0591  STATE/COUNTY-  IN/BOONE
 LB0591  USGS QUAD   -  ROSSTON (1987)
 LB0591
 LB0591                         *CURRENT SURVEY CONTROL
 LB0591  ___________________________________________________________________
 LB0591* NAD 83(1986)-  40 05 05.     (N)    086 18 22.     (W)     SCALED    
 LB0591* NAVD 88     -       291.285  (meters)     955.66   (feet)  ADJUSTED  
 LB0591  ___________________________________________________________________
 LB0591  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 LB0591  DYNAMIC HT  -         291.124 (meters)     955.13  (feet)  COMP
 LB0591  MODELED GRAV-     980,062.6   (mgal)                       NAVD 88
 LB0591
 LB0591  VERT ORDER  -  SECOND    CLASS 0
 LB0591
 LB0591.The horizontal coordinates were scaled from a topographic map and have
 LB0591.an estimated accuracy of +/- 6 seconds.
 LB0591
 LB0591.The orthometric height was determined by differential leveling
 LB0591.and adjusted by the National Geodetic Survey in June 1991..
 LB0591
 LB0591.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 LB0591;SPC IN W     -   537,210.      966,290.      MT  (+/- 180 meters Scaled)
 LB0591
 LB0591                          SUPERSEDED SURVEY CONTROL
 LB0591
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0591.See file dsdata.txt to determine how the superseded data were derived.
 LB0591
 LB0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK591373(NAD 83)
 LB0591_MARKER: DB = BENCH MARK DISK
 LB0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0591_STAMPING: G 78 1946
 LB0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0591+STABILITY: SURFACE MOTION
 LB0591
 LB0591  HISTORY     - Date     Condition        Report By
 LB0591  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0061 ***********************************************************************
 KA0061  DESIGNATION -  G 79
 KA0061  PID         -  KA0061
 KA0061  STATE/COUNTY-  IN/MARION
 KA0061  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA0061
 KA0061                         *CURRENT SURVEY CONTROL
 KA0061  ___________________________________________________________________
 KA0061* NAD 83(1986)-  39 46 10.     (N)    086 10 00.     (W)     SCALED    
 KA0061* NAVD 88     -       217.987  (meters)     715.18   (feet)  ADJUSTED  
 KA0061  ___________________________________________________________________
 KA0061  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KA0061  DYNAMIC HT  -         217.867 (meters)     714.79  (feet)  COMP
 KA0061  MODELED GRAV-     980,070.4   (mgal)                       NAVD 88
 KA0061
 KA0061  VERT ORDER  -  SECOND    CLASS 0
 KA0061
 KA0061.The horizontal coordinates were scaled from a topographic map and have
 KA0061.an estimated accuracy of +/- 6 seconds.
 KA0061
 KA0061.The orthometric height was determined by differential leveling
 KA0061.and adjusted by the National Geodetic Survey in June 1991..
 KA0061
 KA0061.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0061.See file dsdata.txt to determine how the superseded data were derived.
 KA0061
 KA0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK713025(NAD 83)
 KA0061_MARKER: DB = BENCH MARK DISK
 KA0061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0061_SP_SET: BRIDGE
 KA0061_STAMPING: G 79 1946
 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 = OCTOBER  6, 2006
 MD1038 ***********************************************************************
 MD1038  DESIGNATION -  G 8
 MD1038  PID         -  MD1038
 MD1038  STATE/COUNTY-  IN/KOSCIUSKO
 MD1038  USGS QUAD   -  WARSAW (1994)
 MD1038
 MD1038                         *CURRENT SURVEY CONTROL
 MD1038  ___________________________________________________________________
 MD1038* NAD 83(1986)-  41 11 01.     (N)    085 52 12.     (W)     SCALED    
 MD1038* NAVD 88     -       266.196  (meters)     873.34   (feet)  POSTED    
 MD1038  ___________________________________________________________________
 MD1038  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MD1038  DYNAMIC HT  -         266.080 (meters)     872.96  (feet)  COMP
 MD1038  MODELED GRAV-     980,186.9   (mgal)                       NAVD 88
 MD1038
 MD1038  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MD1038
 MD1038.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MD1038.rate of 1.1 thru 2.0 mm/km.
 MD1038
 MD1038.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1038
 MD1038.No superseded survey control is available for this station.
 MD1038
 MD1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL947597(NAD 83)
 MD1038_MARKER: DB = BENCH MARK DISK
 MD1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1038_SP_SET: STONE POST
 MD1038_STAMPING: G 8 ELEV 873.761 FT
 MD1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1038+STABILITY: SURFACE MOTION
 MD1038
 MD1038  HISTORY     - Date     Condition        Report By
 MD1038  HISTORY     - UNK      MONUMENTED       CGS
 MD1038  HISTORY     - 1934     GOOD             NGS
 MD1038
 MD1038                          STATION DESCRIPTION
 MD1038
 MD1038'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1510 ***********************************************************************
 JZ1510  DESIGNATION -  G 8 HNY
 JZ1510  PID         -  JZ1510
 JZ1510  STATE/COUNTY-  IN/HENRY
 JZ1510  USGS QUAD   -  DUNREITH (1983)
 JZ1510
 JZ1510                         *CURRENT SURVEY CONTROL
 JZ1510  ___________________________________________________________________
 JZ1510* NAD 83(1986)-  39 48 10.     (N)    085 25 47.     (W)     SCALED    
 JZ1510* NAVD 88     -       316.025  (meters)    1036.83   (feet)  ADJUSTED  
 JZ1510  ___________________________________________________________________
 JZ1510  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JZ1510  DYNAMIC HT  -         315.844 (meters)    1036.23  (feet)  COMP
 JZ1510  MODELED GRAV-     980,045.2   (mgal)                       NAVD 88
 JZ1510
 JZ1510  VERT ORDER  -  SECOND    CLASS 0
 JZ1510
 JZ1510.The horizontal coordinates were scaled from a topographic map and have
 JZ1510.an estimated accuracy of +/- 6 seconds.
 JZ1510
 JZ1510.The orthometric height was determined by differential leveling
 JZ1510.and adjusted by the National Geodetic Survey in June 1991..
 JZ1510
 JZ1510.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1510.See file dsdata.txt to determine how the superseded data were derived.
 JZ1510
 JZ1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK344070(NAD 83)
 JZ1510_MARKER: DD = SURVEY DISK
 JZ1510_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1510_SP_SET: BRIDGE
 JZ1510_STAMPING: G 8 HNY
 JZ1510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1510
 JZ1510  HISTORY     - Date     Condition        Report By
 JZ1510  HISTORY     - UNK      MONUMENTED       INHD
 JZ1510  HISTORY     - 1947     GOOD             NGS
 JZ1510  HISTORY     - 20050901 MARK NOT FOUND   GEOCAC
 JZ1510
 JZ1510                          STATION DESCRIPTION
 JZ1510
 JZ1510'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0653 ***********************************************************************
 LB0653  DESIGNATION -  G 80
 LB0653  PID         -  LB0653
 LB0653  STATE/COUNTY-  IN/BOONE
 LB0653  USGS QUAD   -  LEBANON (1979)
 LB0653
 LB0653                         *CURRENT SURVEY CONTROL
 LB0653  ___________________________________________________________________
 LB0653* NAD 83(1986)-  40 00 59.     (N)    086 26 09.     (W)     SCALED    
 LB0653* NAVD 88     -       289.102  (meters)     948.50   (feet)  ADJUSTED  
 LB0653  ___________________________________________________________________
 LB0653  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 LB0653  DYNAMIC HT  -         288.941 (meters)     947.97  (feet)  COMP
 LB0653  MODELED GRAV-     980,062.8   (mgal)                       NAVD 88
 LB0653
 LB0653  VERT ORDER  -  SECOND    CLASS 0
 LB0653
 LB0653.The horizontal coordinates were scaled from a topographic map and have
 LB0653.an estimated accuracy of +/- 6 seconds.
 LB0653
 LB0653.The orthometric height was determined by differential leveling
 LB0653.and adjusted by the National Geodetic Survey in June 1991..
 LB0653
 LB0653.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0653.See file dsdata.txt to determine how the superseded data were derived.
 LB0653
 LB0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK481297(NAD 83)
 LB0653_MARKER: DB = BENCH MARK DISK
 LB0653_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0653_SP_SET: BOX CULVERT HEADWALL
 LB0653_STAMPING: G 80 1946
 LB0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0654 ***********************************************************************
 LB0654  DESIGNATION -  G 80 RESET 1958
 LB0654  PID         -  LB0654
 LB0654  STATE/COUNTY-  IN/BOONE
 LB0654  USGS QUAD   -  LEBANON (1979)
 LB0654
 LB0654                         *CURRENT SURVEY CONTROL
 LB0654  ___________________________________________________________________
 LB0654* NAD 83(1986)-  40 00 59.     (N)    086 26 09.     (W)     SCALED    
 LB0654* NAVD 88     -       289.16   (meters)     948.7    (feet)  RESET     
 LB0654  ___________________________________________________________________
 LB0654  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 LB0654
 LB0654  VERT ORDER  -  THIRD
 LB0654
 LB0654.The horizontal coordinates were scaled from a topographic map and have
 LB0654.an estimated accuracy of +/- 6 seconds.
 LB0654
 LB0654.The orthometric height was computed from unverified reset data.
 LB0654
 LB0654.The geoid height was determined by GEOID03.
 LB0654
 LB0654;                    North         East    Units  Estimated Accuracy
 LB0654;SPC IN W     -   529,540.      955,280.      MT  (+/- 180 meters Scaled)
 LB0654
 LB0654                          SUPERSEDED SURVEY CONTROL
 LB0654
 LB0654.No superseded survey control is available for this station.
 LB0654
 LB0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK481297(NAD 83)
 LB0654_MARKER: DB = BENCH MARK DISK
 LB0654_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0654_SP_SET: BOX CULVERT HEADWALL
 LB0654_STAMPING: G 80 RESET 1958
 LB0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0654
 LB0654  HISTORY     - Date     Condition        Report By
 LB0654  HISTORY     - 1958     MONUMENTED       INHD
 LB0654  HISTORY     - 1959     GOOD             NGS
 LB0654  HISTORY     - 1978     GOOD             LOCSUR
 LB0654
 LB0654                          STATION DESCRIPTION
 LB0654
 LB0654'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0539 ***********************************************************************
 KA0539  DESIGNATION -  G 81
 KA0539  PID         -  KA0539
 KA0539  STATE/COUNTY-  IN/OWEN
 KA0539  USGS QUAD   -  QUINCY (1958)
 KA0539
 KA0539                         *CURRENT SURVEY CONTROL
 KA0539  ___________________________________________________________________
 KA0539* NAD 83(1986)-  39 26 27.     (N)    086 42 55.     (W)     SCALED    
 KA0539* NAVD 88     -       246.181  (meters)     807.68   (feet)  ADJUSTED  
 KA0539  ___________________________________________________________________
 KA0539  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KA0539  DYNAMIC HT  -         246.040 (meters)     807.22  (feet)  COMP
 KA0539  MODELED GRAV-     980,048.2   (mgal)                       NAVD 88
 KA0539
 KA0539  VERT ORDER  -  SECOND    CLASS 0
 KA0539
 KA0539.The horizontal coordinates were scaled from a topographic map and have
 KA0539.an estimated accuracy of +/- 6 seconds.
 KA0539
 KA0539.The orthometric height was determined by differential leveling
 KA0539.and adjusted by the National Geodetic Survey in June 1991..
 KA0539
 KA0539.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0539.See file dsdata.txt to determine how the superseded data were derived.
 KA0539
 KA0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ245657(NAD 83)
 KA0539_MARKER: DB = BENCH MARK DISK
 KA0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0539_STAMPING: G 81 1946
 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 = OCTOBER  6, 2006
 KA1213 ***********************************************************************
 KA1213  DESIGNATION -  G 82
 KA1213  PID         -  KA1213
 KA1213  STATE/COUNTY-  IN/CLAY
 KA1213  USGS QUAD   -  SALINE CITY (1983)
 KA1213
 KA1213                         *CURRENT SURVEY CONTROL
 KA1213  ___________________________________________________________________
 KA1213* NAD 83(1986)-  39 21 29.     (N)    087 07 40.     (W)     SCALED    
 KA1213* NAVD 88     -       171.516  (meters)     562.72   (feet)  ADJUSTED  
 KA1213  ___________________________________________________________________
 KA1213  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KA1213  DYNAMIC HT  -         171.417 (meters)     562.39  (feet)  COMP
 KA1213  MODELED GRAV-     980,047.3   (mgal)                       NAVD 88
 KA1213
 KA1213  VERT ORDER  -  FIRST     CLASS II
 KA1213
 KA1213.The horizontal coordinates were scaled from a topographic map and have
 KA1213.an estimated accuracy of +/- 6 seconds.
 KA1213
 KA1213.The orthometric height was determined by differential leveling
 KA1213.and adjusted by the National Geodetic Survey in June 1991..
 KA1213
 KA1213.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1213.See file dsdata.txt to determine how the superseded data were derived.
 KA1213
 KA1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ889565(NAD 83)
 KA1213_MARKER: DB = BENCH MARK DISK
 KA1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1213_STAMPING: G 82 1946
 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 = OCTOBER  6, 2006
 KA1193 ***********************************************************************
 KA1193  DESIGNATION -  G 83
 KA1193  PID         -  KA1193
 KA1193  STATE/COUNTY-  IN/OWEN
 KA1193  USGS QUAD   -  COAL CITY (1986)
 KA1193
 KA1193                         *CURRENT SURVEY CONTROL
 KA1193  ___________________________________________________________________
 KA1193* NAD 83(1986)-  39 10 09.     (N)    087 00 17.     (W)     SCALED    
 KA1193* NAVD 88     -       158.037  (meters)     518.49   (feet)  POSTED    
 KA1193  ___________________________________________________________________
 KA1193  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KA1193  DYNAMIC HT  -         157.940 (meters)     518.17  (feet)  COMP
 KA1193  MODELED GRAV-     980,035.5   (mgal)                       NAVD 88
 KA1193
 KA1193  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KA1193
 KA1193.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KA1193.rate of 0.0 thru 1.0 mm/km.
 KA1193
 KA1193.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1193.See file dsdata.txt to determine how the superseded data were derived.
 KA1193
 KA1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ995355(NAD 83)
 KA1193_MARKER: DB = BENCH MARK DISK
 KA1193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1193_SP_SET: PIER
 KA1193_STAMPING: G 83 1946
 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 = OCTOBER  6, 2006
 KA0528 ***********************************************************************
 KA0528  DESIGNATION -  G 84
 KA0528  PID         -  KA0528
 KA0528  STATE/COUNTY-  IN/OWEN
 KA0528  USGS QUAD   -  CATARACT (1986)
 KA0528
 KA0528                         *CURRENT SURVEY CONTROL
 KA0528  ___________________________________________________________________
 KA0528* NAD 83(1986)-  39 25 42.     (N)    086 50 45.     (W)     SCALED    
 KA0528* NAVD 88     -       256.454  (meters)     841.38   (feet)  ADJUSTED  
 KA0528  ___________________________________________________________________
 KA0528  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KA0528  DYNAMIC HT  -         256.305 (meters)     840.89  (feet)  COMP
 KA0528  MODELED GRAV-     980,040.8   (mgal)                       NAVD 88
 KA0528
 KA0528  VERT ORDER  -  SECOND    CLASS 0
 KA0528
 KA0528.The horizontal coordinates were scaled from a topographic map and have
 KA0528.an estimated accuracy of +/- 6 seconds.
 KA0528
 KA0528.The orthometric height was determined by differential leveling
 KA0528.and adjusted by the National Geodetic Survey in June 1991..
 KA0528
 KA0528.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0528.See file dsdata.txt to determine how the superseded data were derived.
 KA0528
 KA0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ132643(NAD 83)
 KA0528_MARKER: DB = BENCH MARK DISK
 KA0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0528_STAMPING: G 84 1946
 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 = OCTOBER  6, 2006
 KA0411 ***********************************************************************
 KA0411  DESIGNATION -  G 85
 KA0411  PID         -  KA0411
 KA0411  STATE/COUNTY-  IN/GREENE
 KA0411  USGS QUAD   -  BLOOMFIELD (1980)
 KA0411
 KA0411                         *CURRENT SURVEY CONTROL
 KA0411  ___________________________________________________________________
 KA0411* NAD 83(1986)-  39 00 47.     (N)    086 54 03.     (W)     SCALED    
 KA0411* NAVD 88     -       179.410  (meters)     588.61   (feet)  ADJUSTED  
 KA0411  ___________________________________________________________________
 KA0411  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KA0411  DYNAMIC HT  -         179.299 (meters)     588.25  (feet)  COMP
 KA0411  MODELED GRAV-     980,006.1   (mgal)                       NAVD 88
 KA0411
 KA0411  VERT ORDER  -  FIRST     CLASS II
 KA0411
 KA0411.The horizontal coordinates were scaled from a topographic map and have
 KA0411.an estimated accuracy of +/- 6 seconds.
 KA0411
 KA0411.The orthometric height was determined by differential leveling
 KA0411.and adjusted by the National Geodetic Survey in June 1991..
 KA0411
 KA0411.The geoid height was determined by GEOID03.
 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     -   417,960.      915,810.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0411.See file dsdata.txt to determine how the superseded data were derived.
 KA0411
 KA0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ085182(NAD 83)
 KA0411_MARKER: DB = BENCH MARK DISK
 KA0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0411_STAMPING: G 85 1946
 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             NGS
 KA0411
 KA0411                          STATION DESCRIPTION
 KA0411
 KA0411'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0782 ***********************************************************************
 KA0782  DESIGNATION -  G 86
 KA0782  PID         -  KA0782
 KA0782  STATE/COUNTY-  IN/HENDRICKS
 KA0782  USGS QUAD   -  DANVILLE (1970)
 KA0782
 KA0782                         *CURRENT SURVEY CONTROL
 KA0782  ___________________________________________________________________
 KA0782* NAD 83(1986)-  39 47 23.     (N)    086 32 35.     (W)     SCALED    
 KA0782* NAVD 88     -       279.610  (meters)     917.35   (feet)  ADJUSTED  
 KA0782  ___________________________________________________________________
 KA0782  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KA0782  DYNAMIC HT  -         279.457 (meters)     916.85  (feet)  COMP
 KA0782  MODELED GRAV-     980,071.0   (mgal)                       NAVD 88
 KA0782
 KA0782  VERT ORDER  -  SECOND    CLASS 0
 KA0782
 KA0782.The horizontal coordinates were scaled from a topographic map and have
 KA0782.an estimated accuracy of +/- 6 seconds.
 KA0782
 KA0782.The orthometric height was determined by differential leveling
 KA0782.and adjusted by the National Geodetic Survey in June 1991..
 KA0782
 KA0782.The geoid height was determined by GEOID03.
 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     -   504,310.      946,280.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0782.See file dsdata.txt to determine how the superseded data were derived.
 KA0782
 KA0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK391045(NAD 83)
 KA0782_MARKER: DB = BENCH MARK DISK
 KA0782_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0782_SP_SET: CULVERT
 KA0782_STAMPING: G 86 1946
 KA0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0782
 KA0782  HISTORY     - Date     Condition        Report By
 KA0782  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0846 ***********************************************************************
 LB0846  DESIGNATION -  G 87
 LB0846  PID         -  LB0846
 LB0846  STATE/COUNTY-  IN/TIPPECANOE
 LB0846  USGS QUAD   -  COLFAX (1980)
 LB0846
 LB0846                         *CURRENT SURVEY CONTROL
 LB0846  ___________________________________________________________________
 LB0846* NAD 83(1986)-  40 13 25.     (N)    086 42 52.     (W)     SCALED    
 LB0846* NAVD 88     -       249.504  (meters)     818.58   (feet)  ADJUSTED  
 LB0846  ___________________________________________________________________
 LB0846  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 LB0846  DYNAMIC HT  -         249.373 (meters)     818.15  (feet)  COMP
 LB0846  MODELED GRAV-     980,095.2   (mgal)                       NAVD 88
 LB0846
 LB0846  VERT ORDER  -  SECOND    CLASS 0
 LB0846
 LB0846.The horizontal coordinates were scaled from a topographic map and have
 LB0846.an estimated accuracy of +/- 6 seconds.
 LB0846
 LB0846.The orthometric height was determined by differential leveling
 LB0846.and adjusted by the National Geodetic Survey in June 1991..
 LB0846
 LB0846.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0846.See file dsdata.txt to determine how the superseded data were derived.
 LB0846
 LB0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK242526(NAD 83)
 LB0846_MARKER: DB = BENCH MARK DISK
 LB0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0846_STAMPING: G 87 1946
 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 = OCTOBER  6, 2006
 LB0793 ***********************************************************************
 LB0793  DESIGNATION -  G 88
 LB0793  PID         -  LB0793
 LB0793  STATE/COUNTY-  IN/TIPPECANOE
 LB0793  USGS QUAD   -  STOCKWELL (1980)
 LB0793
 LB0793                         *CURRENT SURVEY CONTROL
 LB0793  ___________________________________________________________________
 LB0793* NAD 83(1986)-  40 15 29.     (N)    086 47 07.     (W)     SCALED    
 LB0793* NAVD 88     -       236.541  (meters)     776.05   (feet)  ADJUSTED  
 LB0793  ___________________________________________________________________
 LB0793  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 LB0793  DYNAMIC HT  -         236.418 (meters)     775.65  (feet)  COMP
 LB0793  MODELED GRAV-     980,103.4   (mgal)                       NAVD 88
 LB0793
 LB0793  VERT ORDER  -  SECOND    CLASS 0
 LB0793
 LB0793.The horizontal coordinates were scaled from a topographic map and have
 LB0793.an estimated accuracy of +/- 6 seconds.
 LB0793
 LB0793.The orthometric height was determined by differential leveling
 LB0793.and adjusted by the National Geodetic Survey in June 1991..
 LB0793
 LB0793.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0793.See file dsdata.txt to determine how the superseded data were derived.
 LB0793
 LB0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK182564(NAD 83)
 LB0793_MARKER: DB = BENCH MARK DISK
 LB0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0793+STABILITY: SURFACE MOTION
 LB0793
 LB0793  HISTORY     - Date     Condition        Report By
 LB0793  HISTORY     - UNK      MONUMENTED       CGS
 LB0793  HISTORY     - 1946     GOOD             NGS
 LB0793  HISTORY     - 1966     GOOD             NGS
 LB0793  HISTORY     - 20020520 MARK NOT FOUND   INDIV
 LB0793
 LB0793                          STATION DESCRIPTION
 LB0793
 LB0793'DESCRIBED BY NATIONAL 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 NATIONAL 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 = OCTOBER  6, 2006
 LB0832 ***********************************************************************
 LB0832  DESIGNATION -  G 89
 LB0832  PID         -  LB0832
 LB0832  STATE/COUNTY-  IN/MONTGOMERY
 LB0832  USGS QUAD   -  LINDEN (1986)
 LB0832
 LB0832                         *CURRENT SURVEY CONTROL
 LB0832  ___________________________________________________________________
 LB0832* NAD 83(1986)-  40 11 33.     (N)    086 54 15.     (W)     SCALED    
 LB0832* NAVD 88     -       239.831  (meters)     786.85   (feet)  ADJUSTED  
 LB0832  ___________________________________________________________________
 LB0832  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 LB0832  DYNAMIC HT  -         239.706 (meters)     786.44  (feet)  COMP
 LB0832  MODELED GRAV-     980,099.4   (mgal)                       NAVD 88
 LB0832
 LB0832  VERT ORDER  -  SECOND    CLASS 0
 LB0832
 LB0832.The horizontal coordinates were scaled from a topographic map and have
 LB0832.an estimated accuracy of +/- 6 seconds.
 LB0832
 LB0832.The orthometric height was determined by differential leveling
 LB0832.and adjusted by the National Geodetic Survey in June 1991..
 LB0832
 LB0832.The geoid height was determined by GEOID03.
 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     -   548,910.      915,260.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0832.See file dsdata.txt to determine how the superseded data were derived.
 LB0832
 LB0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK081491(NAD 83)
 LB0832_MARKER: DB = BENCH MARK DISK
 LB0832_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0832_SP_SET: CULVERT HEADWALL
 LB0832_STAMPING: G 89 1946
 LB0832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ2070 ***********************************************************************
 JZ2070  DESIGNATION -  G 9
 JZ2070  PID         -  JZ2070
 JZ2070  STATE/COUNTY-  IN/SHELBY
 JZ2070  USGS QUAD   -  LEWIS CREEK (1993)
 JZ2070
 JZ2070                         *CURRENT SURVEY CONTROL
 JZ2070  ___________________________________________________________________
 JZ2070* NAD 83(1986)-  39 25 45.     (N)    085 48 27.     (W)     SCALED    
 JZ2070* NAVD 88     -       225.478  (meters)     739.76   (feet)  ADJUSTED  
 JZ2070  ___________________________________________________________________
 JZ2070  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JZ2070  DYNAMIC HT  -         225.344 (meters)     739.32  (feet)  COMP
 JZ2070  MODELED GRAV-     980,025.7   (mgal)                       NAVD 88
 JZ2070
 JZ2070  VERT ORDER  -  FIRST     CLASS II
 JZ2070
 JZ2070.The horizontal coordinates were scaled from a topographic map and have
 JZ2070.an estimated accuracy of +/- 6 seconds.
 JZ2070
 JZ2070.The orthometric height was determined by differential leveling
 JZ2070.and adjusted by the National Geodetic Survey in June 1991..
 JZ2070
 JZ2070.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 JZ2070;SPC IN E     -   464,150.       87,880.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2070.See file dsdata.txt to determine how the superseded data were derived.
 JZ2070
 JZ2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ026650(NAD 83)
 JZ2070_MARKER: DB = BENCH MARK DISK
 JZ2070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2070_STAMPING: ELEV 740.126 FT G 9 1930 225.591 M
 JZ2070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2070+STABILITY: SURFACE MOTION
 JZ2070
 JZ2070  HISTORY     - Date     Condition        Report By
 JZ2070  HISTORY     - 1930     MONUMENTED       CGS
 JZ2070  HISTORY     - 1944     GOOD             NGS
 JZ2070
 JZ2070                          STATION DESCRIPTION
 JZ2070
 JZ2070'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1512 ***********************************************************************
 JZ1512  DESIGNATION -  G 9 HNY
 JZ1512  PID         -  JZ1512
 JZ1512  STATE/COUNTY-  IN/HENRY
 JZ1512  USGS QUAD   -  DUNREITH (1983)
 JZ1512
 JZ1512                         *CURRENT SURVEY CONTROL
 JZ1512  ___________________________________________________________________
 JZ1512* NAD 83(1986)-  39 48 19.     (N)    085 23 26.     (W)     SCALED    
 JZ1512* NAVD 88     -       320.905  (meters)    1052.84   (feet)  ADJUSTED  
 JZ1512  ___________________________________________________________________
 JZ1512  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JZ1512  DYNAMIC HT  -         320.721 (meters)    1052.23  (feet)  COMP
 JZ1512  MODELED GRAV-     980,043.3   (mgal)                       NAVD 88
 JZ1512
 JZ1512  VERT ORDER  -  SECOND    CLASS 0
 JZ1512
 JZ1512.The horizontal coordinates were scaled from a topographic map and have
 JZ1512.an estimated accuracy of +/- 6 seconds.
 JZ1512
 JZ1512.The orthometric height was determined by differential leveling
 JZ1512.and adjusted by the National Geodetic Survey in June 1991..
 JZ1512
 JZ1512.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1512.See file dsdata.txt to determine how the superseded data were derived.
 JZ1512
 JZ1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK377073(NAD 83)
 JZ1512_MARKER: DD = SURVEY DISK
 JZ1512_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1512_SP_SET: CULVERT
 JZ1512_STAMPING: G 9 HNY
 JZ1512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1512
 JZ1512  HISTORY     - Date     Condition        Report By
 JZ1512  HISTORY     - UNK      MONUMENTED       INHD
 JZ1512  HISTORY     - 1947     GOOD             NGS
 JZ1512
 JZ1512                          STATION DESCRIPTION
 JZ1512
 JZ1512'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1885 ***********************************************************************
 LB1885  DESIGNATION -  G 90
 LB1885  PID         -  LB1885
 LB1885  STATE/COUNTY-  IN/BENTON
 LB1885  USGS QUAD   -  AMBIA (1964)
 LB1885
 LB1885                         *CURRENT SURVEY CONTROL
 LB1885  ___________________________________________________________________
 LB1885* NAD 83(1986)-  40 29 25.     (N)    087 31 10.     (W)     SCALED    
 LB1885* NAVD 88     -       222.677  (meters)     730.57   (feet)  ADJUSTED  
 LB1885  ___________________________________________________________________
 LB1885  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 LB1885  DYNAMIC HT  -         222.568 (meters)     730.21  (feet)  COMP
 LB1885  MODELED GRAV-     980,132.8   (mgal)                       NAVD 88
 LB1885
 LB1885  VERT ORDER  -  SECOND    CLASS 0
 LB1885
 LB1885.The horizontal coordinates were scaled from a topographic map and have
 LB1885.an estimated accuracy of +/- 6 seconds.
 LB1885
 LB1885.The orthometric height was determined by differential leveling
 LB1885.and adjusted by the National Geodetic Survey in June 1991..
 LB1885
 LB1885.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1885.See file dsdata.txt to determine how the superseded data were derived.
 LB1885
 LB1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK559823(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0069 ***********************************************************************
 LB0069  DESIGNATION -  G 91
 LB0069  PID         -  LB0069
 LB0069  STATE/COUNTY-  IN/CASS
 LB0069  USGS QUAD   -  ANOKA (1980)
 LB0069
 LB0069                         *CURRENT SURVEY CONTROL
 LB0069  ___________________________________________________________________
 LB0069* NAD 83(1986)-  40 41 31.     (N)    086 15 43.     (W)     SCALED    
 LB0069* NAVD 88     -       226.621  (meters)     743.51   (feet)  ADJUSTED  
 LB0069  ___________________________________________________________________
 LB0069  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 LB0069  DYNAMIC HT  -         226.511 (meters)     743.14  (feet)  COMP
 LB0069  MODELED GRAV-     980,133.3   (mgal)                       NAVD 88
 LB0069
 LB0069  VERT ORDER  -  SECOND    CLASS 0
 LB0069
 LB0069.The horizontal coordinates were scaled from a topographic map and have
 LB0069.an estimated accuracy of +/- 6 seconds.
 LB0069
 LB0069.The orthometric height was determined by differential leveling
 LB0069.and adjusted by the National Geodetic Survey in June 1991..
 LB0069
 LB0069.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0069.See file dsdata.txt to determine how the superseded data were derived.
 LB0069
 LB0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL623048(NAD 83)
 LB0069_MARKER: DB = BENCH MARK DISK
 LB0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0069_SP_SET: BOX CULVERT
 LB0069_STAMPING: G 91 1938
 LB0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1862 ***********************************************************************
 JZ1862  DESIGNATION -  G 93
 JZ1862  PID         -  JZ1862
 JZ1862  STATE/COUNTY-  IN/RIPLEY
 JZ1862  USGS QUAD   -  HOLTON (1993)
 JZ1862
 JZ1862                         *CURRENT SURVEY CONTROL
 JZ1862  ___________________________________________________________________
 JZ1862* NAD 83(1986)-  39 04 30.     (N)    085 23 11.     (W)     SCALED    
 JZ1862* NAVD 88     -       277.458  (meters)     910.29   (feet)  POSTED    
 JZ1862  ___________________________________________________________________
 JZ1862  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ1862  DYNAMIC HT  -         277.280 (meters)     909.71  (feet)  COMP
 JZ1862  MODELED GRAV-     979,972.7   (mgal)                       NAVD 88
 JZ1862
 JZ1862  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JZ1862
 JZ1862.The horizontal coordinates were scaled from a topographic map and have
 JZ1862.an estimated accuracy of +/- 6 seconds.
 JZ1862
 JZ1862.The orthometric height was determined by differential leveling
 JZ1862.and adjusted by the National Geodetic Survey in 1992..
 JZ1862.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JZ1862.rate of 0.0 thru 1.0 mm/km.
 JZ1862
 JZ1862.The geoid height was determined by GEOID03.
 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     -   424,860.      124,250.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1862.See file dsdata.txt to determine how the superseded data were derived.
 JZ1862
 JZ1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ395263(NAD 83)
 JZ1862_MARKER: DB = BENCH MARK DISK
 JZ1862_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1862_SP_SET: CULVERT
 JZ1862_STAMPING: G 93 1938
 JZ1862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1862
 JZ1862  HISTORY     - Date     Condition        Report By
 JZ1862  HISTORY     - 1938     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1695 ***********************************************************************
 LB1695  DESIGNATION -  G 94
 LB1695  PID         -  LB1695
 LB1695  STATE/COUNTY-  IN/TIPPECANOE
 LB1695  USGS QUAD   -  WESTPOINT (1962)
 LB1695
 LB1695                         *CURRENT SURVEY CONTROL
 LB1695  ___________________________________________________________________
 LB1695* NAD 83(1986)-  40 18 04.     (N)    087 04 24.     (W)     SCALED    
 LB1695* NAVD 88     -       220.983  (meters)     725.01   (feet)  ADJUSTED  
 LB1695  ___________________________________________________________________
 LB1695  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 LB1695  DYNAMIC HT  -         220.874 (meters)     724.65  (feet)  COMP
 LB1695  MODELED GRAV-     980,126.4   (mgal)                       NAVD 88
 LB1695
 LB1695  VERT ORDER  -  SECOND    CLASS 0
 LB1695
 LB1695.The horizontal coordinates were scaled from a topographic map and have
 LB1695.an estimated accuracy of +/- 6 seconds.
 LB1695
 LB1695.The orthometric height was determined by differential leveling
 LB1695.and adjusted by the National Geodetic Survey in June 1991..
 LB1695
 LB1695.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1695.See file dsdata.txt to determine how the superseded data were derived.
 LB1695
 LB1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK937611(NAD 83)
 LB1695_MARKER: DB = BENCH MARK DISK
 LB1695_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1695_SP_SET: CULVERT
 LB1695_STAMPING: G 94 1946
 LB1695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1916 ***********************************************************************
 JZ1916  DESIGNATION -  G 94
 JZ1916  PID         -  JZ1916
 JZ1916  STATE/COUNTY-  IN/DEARBORN
 JZ1916  USGS QUAD   -  DILLSBORO (1992)
 JZ1916
 JZ1916                         *CURRENT SURVEY CONTROL
 JZ1916  ___________________________________________________________________
 JZ1916* NAD 83(1986)-  39 03 25.     (N)    085 03 34.     (W)     SCALED    
 JZ1916* NAVD 88     -       219.665  (meters)     720.68   (feet)  POSTED    
 JZ1916  ___________________________________________________________________
 JZ1916  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ1916  DYNAMIC HT  -         219.520 (meters)     720.21  (feet)  COMP
 JZ1916  MODELED GRAV-     979,978.4   (mgal)                       NAVD 88
 JZ1916
 JZ1916  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JZ1916
 JZ1916.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JZ1916.rate of 0.0 thru 1.0 mm/km.
 JZ1916
 JZ1916.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1916.See file dsdata.txt to determine how the superseded data were derived.
 JZ1916
 JZ1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ679248(NAD 83)
 JZ1916_MARKER: DB = BENCH MARK DISK
 JZ1916_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1916_SP_SET: ABUTMENT
 JZ1916_STAMPING: G 94 1938
 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 = OCTOBER  6, 2006
 LB1719 ***********************************************************************
 LB1719  DESIGNATION -  G 95
 LB1719  PID         -  LB1719
 LB1719  STATE/COUNTY-  IN/WARREN
 LB1719  USGS QUAD   -  OTTERBEIN (1986)
 LB1719
 LB1719                         *CURRENT SURVEY CONTROL
 LB1719  ___________________________________________________________________
 LB1719* NAD 83(1986)-  40 22 32.     (N)    087 06 41.     (W)     SCALED    
 LB1719* NAVD 88     -       195.607  (meters)     641.75   (feet)  ADJUSTED  
 LB1719  ___________________________________________________________________
 LB1719  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 LB1719  DYNAMIC HT  -         195.511 (meters)     641.44  (feet)  COMP
 LB1719  MODELED GRAV-     980,131.6   (mgal)                       NAVD 88
 LB1719
 LB1719  VERT ORDER  -  SECOND    CLASS 0
 LB1719
 LB1719.The horizontal coordinates were scaled from a topographic map and have
 LB1719.an estimated accuracy of +/- 6 seconds.
 LB1719
 LB1719.The orthometric height was determined by differential leveling
 LB1719.and adjusted by the National Geodetic Survey in June 1991..
 LB1719
 LB1719.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1719.See file dsdata.txt to determine how the superseded data were derived.
 LB1719
 LB1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK905694(NAD 83)
 LB1719_MARKER: DB = BENCH MARK DISK
 LB1719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1719_STAMPING: G 95 1946
 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 = OCTOBER  6, 2006
 LB1727 ***********************************************************************
 LB1727  DESIGNATION -  G 97
 LB1727  PID         -  LB1727
 LB1727  STATE/COUNTY-  IN/WARREN
 LB1727  USGS QUAD   -  CHATTERTON (1961)
 LB1727
 LB1727                         *CURRENT SURVEY CONTROL
 LB1727  ___________________________________________________________________
 LB1727* NAD 83(1986)-  40 24 37.     (N)    087 11 23.     (W)     SCALED    
 LB1727* NAVD 88     -       202.388  (meters)     664.00   (feet)  ADJUSTED  
 LB1727  ___________________________________________________________________
 LB1727  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 LB1727  DYNAMIC HT  -         202.287 (meters)     663.67  (feet)  COMP
 LB1727  MODELED GRAV-     980,123.7   (mgal)                       NAVD 88
 LB1727
 LB1727  VERT ORDER  -  SECOND    CLASS 0
 LB1727
 LB1727.The horizontal coordinates were scaled from a topographic map and have
 LB1727.an estimated accuracy of +/- 6 seconds.
 LB1727
 LB1727.The orthometric height was determined by differential leveling
 LB1727.and adjusted by the National Geodetic Survey in June 1991..
 LB1727
 LB1727.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1727.See file dsdata.txt to determine how the superseded data were derived.
 LB1727
 LB1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK839733(NAD 83)
 LB1727_MARKER: DB = BENCH MARK DISK
 LB1727_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1727_SP_SET: BRIDGE
 LB1727_STAMPING: G 97 1946
 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 = OCTOBER  6, 2006
 LB1515 ***********************************************************************
 LB1515  DESIGNATION -  G 98
 LB1515  PID         -  LB1515
 LB1515  STATE/COUNTY-  IN/WARREN
 LB1515  USGS QUAD   -  PINE VILLAGE (1980)
 LB1515
 LB1515                         *CURRENT SURVEY CONTROL
 LB1515  ___________________________________________________________________
 LB1515* NAD 83(1986)-  40 26 16.     (N)    087 15 11.     (W)     SCALED    
 LB1515* NAVD 88     -       204.794  (meters)     671.89   (feet)  ADJUSTED  
 LB1515  ___________________________________________________________________
 LB1515  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 LB1515  DYNAMIC HT  -         204.692 (meters)     671.56  (feet)  COMP
 LB1515  MODELED GRAV-     980,120.4   (mgal)                       NAVD 88
 LB1515
 LB1515  VERT ORDER  -  SECOND    CLASS 0
 LB1515
 LB1515.The horizontal coordinates were scaled from a topographic map and have
 LB1515.an estimated accuracy of +/- 6 seconds.
 LB1515
 LB1515.The orthometric height was determined by differential leveling
 LB1515.and adjusted by the National Geodetic Survey in June 1991..
 LB1515
 LB1515.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1515.See file dsdata.txt to determine how the superseded data were derived.
 LB1515
 LB1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK785763(NAD 83)
 LB1515_MARKER: DB = BENCH MARK DISK
 LB1515_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1515_SP_SET: BRIDGE
 LB1515_STAMPING: G 98 1946
 LB1515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1515
 LB1515  HISTORY     - Date     Condition        Report By
 LB1515  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1559 ***********************************************************************
 LB1559  DESIGNATION -  G 99
 LB1559  PID         -  LB1559
 LB1559  STATE/COUNTY-  IN/WARREN
 LB1559  USGS QUAD   -  WILLIAMSPORT (1992)
 LB1559
 LB1559                         *CURRENT SURVEY CONTROL
 LB1559  ___________________________________________________________________
 LB1559* NAD 83(1986)-  40 22 02.     (N)    087 20 54.     (W)     SCALED    
 LB1559* NAVD 88     -       212.476  (meters)     697.10   (feet)  ADJUSTED  
 LB1559  ___________________________________________________________________
 LB1559  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 LB1559  DYNAMIC HT  -         212.370 (meters)     696.75  (feet)  COMP
 LB1559  MODELED GRAV-     980,118.6   (mgal)                       NAVD 88
 LB1559
 LB1559  VERT ORDER  -  SECOND    CLASS 0
 LB1559
 LB1559.The horizontal coordinates were scaled from a topographic map and have
 LB1559.an estimated accuracy of +/- 6 seconds.
 LB1559
 LB1559.The orthometric height was determined by differential leveling
 LB1559.and adjusted by the National Geodetic Survey in June 1991..
 LB1559
 LB1559.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1559.See file dsdata.txt to determine how the superseded data were derived.
 LB1559
 LB1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK704685(NAD 83)
 LB1559_MARKER: DB = BENCH MARK DISK
 LB1559_SETTING: 0 = UNSPECIFIED SETTING
 LB1559_STAMPING: G 99 1946
 LB1559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0427 ***********************************************************************
 KA0427  DESIGNATION -  G G 81
 KA0427  PID         -  KA0427
 KA0427  STATE/COUNTY-  IN/OWEN
 KA0427  USGS QUAD   -  QUINCY (1958)
 KA0427
 KA0427                         *CURRENT SURVEY CONTROL
 KA0427  ___________________________________________________________________
 KA0427* NAD 83(1986)-  39 22 58.     (N)    086 39 33.     (W)     SCALED    
 KA0427* NAVD 88     -       194.881  (meters)     639.37   (feet)  ADJUSTED  
 KA0427  ___________________________________________________________________
 KA0427  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KA0427  DYNAMIC HT  -         194.769 (meters)     639.00  (feet)  COMP
 KA0427  MODELED GRAV-     980,045.4   (mgal)                       NAVD 88
 KA0427
 KA0427  VERT ORDER  -  SECOND    CLASS 0
 KA0427
 KA0427.The horizontal coordinates were scaled from a topographic map and have
 KA0427.an estimated accuracy of +/- 6 seconds.
 KA0427
 KA0427.The orthometric height was determined by differential leveling
 KA0427.and adjusted by the National Geodetic Survey in June 1991..
 KA0427
 KA0427.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0427.See file dsdata.txt to determine how the superseded data were derived.
 KA0427
 KA0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ293593(NAD 83)
 KA0427_MARKER: DB = BENCH MARK DISK
 KA0427_SETTING: 66 = SET IN ROCK OUTCROP
 KA0427_SP_SET: ROCK OUTCROP
 KA0427_STAMPING: G G 81 1946
 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 = OCTOBER  6, 2006
 JA1864 ***********************************************************************
 JA1864  DESIGNATION -  GADLAGE
 JA1864  PID         -  JA1864
 JA1864  STATE/COUNTY-  IN/DUBOIS
 JA1864  USGS QUAD   -  DUBOIS (1989)
 JA1864
 JA1864                         *CURRENT SURVEY CONTROL
 JA1864  ___________________________________________________________________
 JA1864* NAD 83(1997)-  38 24 04.08864(N)    086 46 47.64653(W)     ADJUSTED  
 JA1864* NAVD 88     -       217.     (meters)     712.     (feet)  SCALED    
 JA1864  ___________________________________________________________________
 JA1864  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 JA1864  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JA1864
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1864
 JA1864.The geoid height was determined by GEOID03.
 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     -  SCHNELLVILLE SACRED HEART CH             161 16 46.9
 JA1864:UTM  16      -  SCHNELLVILLE SACRED HEART CH             161 19 53.2
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1864.See file dsdata.txt to determine how the superseded data were derived.
 JA1864
 JA1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1921850346(NAD 83)
 JA1864_MARKER: DS = TRIANGULATION STATION DISK
 JA1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1864_STAMPING: GADLAGE 1946
 JA1864_PROJECTION: FLUSH
 JA1864_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 JA1864'0.2 MILE NORTH OF THE GADLAGE FARMHOUSE.  IT IS 48
 JA1864'FEET NORTHEAST OF A TELEPHONE POLE,
 JA1864'40 FEET EAST OF THE CENTERLINE OF
 JA1864'A GRAVEL ROAD, AND 21 FEET EAST OF A FENCE.  THE MARK
 JA1864'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
 JA1864'POLE, 4 FEET EAST OF A FENCE, AND 2 FEET NORTH OF A WITNESS
 JA1864'POST.  THE MARK PROJECTS 6
 JA1864'INCHES, AND THE DISK IS STAMPED 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
 JA1864'ROAD, AND 4 FEET EAST OF A FENCE.  THE MARK
 JA1864'PROJECTS 5 INCHES, AND THE DISK IS
 JA1864'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
 JA1864'FEET SOUTHEAST OF A 48-INCH WILD CHERRY TREE, 5 FEET WEST OF
 JA1864'A FENCE, AND 2.5 FEET NORTH
 JA1864'OF A WITNESS POST.  THE MARK PROJECTS 6
 JA1864'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
 JA1864'WESTERN EDGE OF CELESTINE, GO NORTH ON THE SECONDARY ROAD
 JA1864'1.0 MILE TO THE GADLAGE
 JA1864'FARMHOUSE ON THE LEFT, THENCE CONTINUE NORTH
 JA1864'0.2 MILE TO THE TOP OF A GRADE AND THE
 JA1864'STATION ON THE 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
 JA1864'AND 2 WERE LEFT INTACT.  THE AZIMUTH MARK COULD NOT BE FOUND AND A
 JA1864'FARMER WHO LIVES ACROSS THE ROAD SAID THAT THE COUNTY HAD UPROOTED
 JA1864'THE MARK AND IT IS NOW PART OF HIS DAM.  THE DESCRIPTION IS
 JA1864'ADEQUATE WITH THE FOLLOWING.
 JA1864'
 JA1864'REFERENCE MARK 3 IS 29 FEET WEST OF THE CENTERLINE OF A PAVED ROAD
 JA1864'AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND
 JA1864'THE DISK IS STAMPED GADLAGE 1946 NO 3 1968.
 JA1864'
 JA1864'REFERENCE MARK 4 IS 27 FEET WEST OF THE CENTERLINE OF THE ROAD AND
 JA1864'1 FOOT NORTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 3
 JA1864'INCHES 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 = OCTOBER  6, 2006
 MD1488 ***********************************************************************
 MD1488  DESIGNATION -  GAGE
 MD1488  PID         -  MD1488
 MD1488  STATE/COUNTY-  IN/STEUBEN
 MD1488  USGS QUAD   -  ORLAND (1992)
 MD1488
 MD1488                         *CURRENT SURVEY CONTROL
 MD1488  ___________________________________________________________________
 MD1488* NAD 83(1997)-  41 42 02.72051(N)    085 10 15.22923(W)     ADJUSTED  
 MD1488* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 MD1488  ___________________________________________________________________
 MD1488  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 MD1488  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 MD1488
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1488
 MD1488.The geoid height was determined by GEOID03.
 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;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!UTM  16      -   0.99995865  x   0.99988504  =   0.99984369
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1488.See file dsdata.txt to determine how the superseded data were derived.
 MD1488
 MD1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5219318169(NAD 83)
 MD1488_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1488
 MD1488  HISTORY     - Date     Condition        Report By
 MD1488  HISTORY     - 1946     MONUMENTED       CGS
 MD1488  HISTORY     - 1960     SEE DESCRIPTION  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 = OCTOBER  6, 2006
 ME2435 ***********************************************************************
 ME2435  DESIGNATION -  GALENA RESET
 ME2435  PID         -  ME2435
 ME2435  STATE/COUNTY-  IN/LA PORTE
 ME2435  USGS QUAD   -  SPRINGVILLE (1980)
 ME2435
 ME2435                         *CURRENT SURVEY CONTROL
 ME2435  ___________________________________________________________________
 ME2435* NAD 83(1997)-  41 41 45.91105(N)    086 40 31.57767(W)     ADJUSTED  
 ME2435* NAVD 88     -       291.     (meters)     955.     (feet)  SCALED    
 ME2435  ___________________________________________________________________
 ME2435  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 ME2435  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 ME2435
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2435
 ME2435.The geoid height was determined by GEOID03.
 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     -   0.99995969  x   0.99998085  =   0.99994054
 ME2435!UTM  16      -   0.99995969  x   0.99960898  =   0.99956868
 ME2435
 ME2435:                Primary Azimuth Mark                     Grid Az
 ME2435:SPC IN W     -  THREE OAKS FEATHERBONE CO TANK           023 56 54.3
 ME2435:UTM  16      -  THREE OAKS FEATHERBONE CO TANK           024 00 13.9
 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
 ME2435.Superseded values are not recommended for survey control.
 ME2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2435.See file dsdata.txt to determine how the superseded data were derived.
 ME2435
 ME2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2700716085(NAD 83)
 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
 ME2435'ON NEW YORK
 ME2435'CENTRAL RAILROAD, IN SW 1/4 SEC. 32, T. 32 N., R. 2 W., GALENA
 ME2435'TOWNSHIP, 1/4 MILE NORTHEAST
 ME2435'OF SCHOOLHOUSE AND CEMETERY AT CORNER OF
 ME2435'SECTIONS 31 AND 32, 1/4 MILE EAST AND 1/8 MILE
 ME2435'NORTH OF WESTERN AND SOUTHERN
 ME2435'SECTION LINES, RESPECTIVELY, AND ON LAND OWNED BY WM. BLANK AND
 ME2435'SON, TENTH STREET,
 ME2435'MICHIGAN CITY.  TO REACH FROM ROLLING PRAIRIE GO WEST 3.3 MILES ON
 ME2435'U.S. ROUTE 20 TO GRAVEL
 ME2435'CROSSROAD, TURN NORTH ONTO GRAVEL ROAD, GO 1.05
 ME2435'MILES TO LAMBS CHAPEL AND CEMETERY, TURN
 ME2435'EAST ONTO SAND ROAD, GO 0.25 MILE
 ME2435'TO SIGN ON TREE NORTH OF ROAD KEEP OUT, IF CAUGHT FINE,
 ME2435'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
 ME2435'STATION, ABOUT 87 FEET EAST OF ROAD, 32.2 FEET NORTHWEST
 ME2435'OF LARGER OF TWO BLAZED OAK TREES,
 ME2435'AND 34.0 FEET WEST OF SMALLER.  MARKED
 ME2435'BY STONE POST 2-1/2 FEET BELOW SURFACE OF GROUND.  IN
 ME2435'1932, STATION REMARKED
 ME2435'WITH STANDARD STATION DISK IN CONCRETE STAMPED GALENA
 ME2435'U.S.L.S. 1877.
 ME2435'ORIGINAL REFERENCE MARKS WERE STONE POSTS AT FOLLOWING
 ME2435'DISTANCES AND BEARINGS FROM
 ME2435'STATION- 60.0 METERS (197 FEET), S. 32 DEG 24 MIN W.,
 ME2435'(RECOVERED IN 1932), 62.1 METERS (204 FEET),
 ME2435'S. 84 DEG 19 MIN W., AND 36.6 METERS
 ME2435'(120 FEET), S. 83 DEG 48 MIN E.  IN 1932 TWO REFERENCE MARKS
 ME2435'AND AZIMUTH MARK, STANDARD
 ME2435'REFERENCE DISKS IN CONCRETE, PROJECTING 5 INCHES ABOVE
 ME2435'GROUND, WERE ESTABLISHED.
 ME2435'NO. 1 IS ON NORTH-AND-SOUTH FENCE LINE 5 FEET
 ME2435'WEST OF OLD WOODS ROAD, 29 FEET NORTHWEST OF
 ME2435'BLAZED OAK TREE, AND 92.85
 ME2435'FEET FROM STATION RS 79 DEG 23 MIN W NO. 2 IS IN SAME
 ME2435'FENCE LINE, ABOUT 6 FEET
 ME2435'WEST OF CENTER LINE OF ROAD, AND 92.39 FEET FROM STATION
 ME2435'N 68 DEG 45 MIN W.  AZIMUTH
 ME2435'MARK (NOT VISIBLE FROM GROUND) IS ABOUT 0.9 MILE NORTH
 ME2435'OF U.S. ROUTE 20, 0.12 MILE SOUTH OF LAMBS
 ME2435'CHAPEL, 30 FEET EAST OF CENTER
 ME2435'LINE OF GRAVEL ROAD, 5 FEET EAST OF FENCE LINE, ON HIGH BANK
 ME2435'ABOUT 15 FEET ABOVE
 ME2435'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
 ME2435'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND SHOULD BE
 ME2435'CONSIDERED LOST.  THE STONE
 ME2435'REFERENCE POSTS SET IN 1877 WERE NOT RECOVERED.  THE DISTANCES
 ME2435'TO THE REFERENCE MARKS DID NOT CHECK.  A NEW
 ME2435'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
 ME2435'LAWRENCE CABIN ABOUT 6 MILES
 ME2435'NORTHEAST OF LAPORTE AND 1 MILE NORTH OF U.S. HIGHWAY 20.  IT IS 10
 ME2435'FEET NORTHEAST OF A 12 INCH OAK TREE
 ME2435'WITH A TRIANGLE BLAZE ON THE NORTH SIDE AND 2 FEET SOUTHWEST
 ME2435'OF A WHITE WITNESS POST.  THE MARK IS
 ME2435'FLUSH AND THE DISK IS STAMPED GALENA USLS 1877
 ME2435'1932. (UNDERGROUND MARK IS A STONE POST, SURFACE MARK
 ME2435'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
 ME2435'FLUSH AND THE DISK IS STAMPED GALENA 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
 ME2435'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED GALENA USLS NO 2 1877
 ME2435'1932.
 ME2435'
 ME2435'REFERENCE MARK NO. 3 IS 14 FEET NORTH OF A 12 INCH OAK TREE.  THE
 ME2435'MARK PROJECTS ABOUT 2 INCHES
 ME2435'AND THE DISK IS STAMPED GALENA USLS NO 3 1877 1932.
 ME2435'
 ME2435'AZIMUTH MARK IS 29 FEET NORTH OF THE CENTER OF A SAND ROAD, 4 FEET
 ME2435'NORTH OF A TELEPHONE POLE
 ME2435'AND 3 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2
 ME2435'INCHES AND THE DISK IS STAMPED
 ME2435'GALENA USLS 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
 ME2435'MILES NORTH OF LAPORTE, GO EAST ON HIGHWAY 20 FOR 3.4 MILES TO A
 ME2435'SAND ROAD LEFT.  TURN LEFT AND GO
 ME2435'NORTH ON SAND ROAD FOR 1.1 MILES TO A SAND CROSSROAD.*
 ME2435'CONTINUE NORTH FOR 0.1 MILE TO A GATE ON THE LEFT.
 ME2435'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
 ME2435'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
 ME2435'THE RIGHT AS DESCRIBED.
 ME2435'
 ME2435'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2376 ***********************************************************************
 LB2376  DESIGNATION -  GALVESTON
 LB2376  PID         -  LB2376
 LB2376  STATE/COUNTY-  IN/HOWARD
 LB2376  USGS QUAD   -  GALVESTON (1994)
 LB2376
 LB2376                         *CURRENT SURVEY CONTROL
 LB2376  ___________________________________________________________________
 LB2376* NAD 83(1997)-  40 33 32.48570(N)    086 10 23.69432(W)     ADJUSTED  
 LB2376* NAVD 88     -       249.55   (+/-2cm)     818.7    (feet)  VERTCON   
 LB2376  ___________________________________________________________________
 LB2376  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 LB2376  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 LB2376
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2376
 LB2376.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2376
 LB2376.The geoid height was determined by GEOID03.
 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     -   0.99996624  x   0.99998931  =   0.99995555
 LB2376!UTM  16      -   0.99996624  x   0.99966030  =   0.99962655
 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 (07/19/86)  249.67   (m)          819.1    (f) LEVELING    3  
 LB2376
 LB2376.Superseded values are not recommended for survey control.
 LB2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2376.See file dsdata.txt to determine how the superseded data were derived.
 LB2376
 LB2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6999390135(NAD 83)
 LB2376_MARKER: DS = TRIANGULATION STATION DISK
 LB2376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2381 ***********************************************************************
 LB2381  DESIGNATION -  GALVESTON MUNICIPAL TANK
 LB2381  PID         -  LB2381
 LB2381  STATE/COUNTY-  IN/CASS
 LB2381  USGS QUAD   -  GALVESTON (1994)
 LB2381
 LB2381                         *CURRENT SURVEY CONTROL
 LB2381  ___________________________________________________________________
 LB2381* NAD 83(1997)-  40 34 38.53802(N)    086 11 10.08625(W)     ADJUSTED  
 LB2381* NAVD 88     -                                                        
 LB2381  ___________________________________________________________________
 LB2381  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 LB2381  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LB2381
 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
 LB2381.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2381
 LB2381.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2381
 LB2381  NAD 83(1986)-  40 34 38.54288(N)    086 11 10.09706(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2381.See file dsdata.txt to determine how the superseded data were derived.
 LB2381
 LB2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6888392161(NAD 83)
 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 = OCTOBER  6, 2006
 MD1662 ***********************************************************************
 MD1662  DESIGNATION -  GAMBLE
 MD1662  PID         -  MD1662
 MD1662  STATE/COUNTY-  IN/WABASH
 MD1662  USGS QUAD   -  SILVER LAKE (1994)
 MD1662
 MD1662                         *CURRENT SURVEY CONTROL
 MD1662  ___________________________________________________________________
 MD1662* NAD 83(1997)-  41 01 40.26603(N)    085 54 11.92891(W)     ADJUSTED  
 MD1662* NAVD 88     -       275.     (meters)     902.     (feet)  SCALED    
 MD1662  ___________________________________________________________________
 MD1662  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 MD1662  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 MD1662
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1662
 MD1662.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1662.See file dsdata.txt to determine how the superseded data were derived.
 MD1662
 MD1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9219542428(NAD 83)
 MD1662_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 MD1662'BY MR.  ORVILLE GAMBLE.
 MD1662'IT IS 125 FEET SOUTH OF THE SOUTHWEST CORNER OF BARN, 43 FEET
 MD1662'NORTHWEST OF A 12 INCH APPLE TREE, 19
 MD1662'FEET WEST OF A FENCELINE AND 29 FEET NORTHWEST OF A FENCE
 MD1662'CORNER.  THE MARK IS SUBSURFACE ABOUT 1 FOOT
 MD1662'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
 MD1662'CORNER OF BARN, 15 FEET SOUTH OF A FENCE CORNER AND 1 FOOT EAST OF A
 MD1662'FENCELINE.  THE MARK PROJECTS 2 INCHES
 MD1662'AND 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
 MD1662'MARK PROJECTS 4 INCHES AND THE DISK IS 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
 MD1662'EAST OF A POWERLINE POLE, 1 FOOT SOUTH OF A FENCELINE AND 1 FOOT EAST
 MD1662'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
 MD1662'HIGHWAY 15 FOR 3 MILE TO A GRAVEL CROSSROAD AND CHURCH ON THE RIGHT,
 MD1662'TURN RIGHT AND GO 0.6 MILE TO FARM
 MD1662'HOUSE AND GATE LEADING INTO BARN LOT, TURN LEFT THROUGH GATE AND
 MD1662'GO 0.1 MILE TO 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
 MD1662'AZIMUTH MARK ON THE LEFT.
 MD1662'
 MD1662'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1805 ***********************************************************************
 MD1805  DESIGNATION -  GAR
 MD1805  PID         -  MD1805
 MD1805  STATE/COUNTY-  IN/ALLEN
 MD1805  USGS QUAD   -  MAPLES (1992)
 MD1805
 MD1805                         *CURRENT SURVEY CONTROL
 MD1805  ___________________________________________________________________
 MD1805* NAD 83(1997)-  41 06 14.79436(N)    084 57 50.86009(W)     ADJUSTED  
 MD1805* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 MD1805  ___________________________________________________________________
 MD1805  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 MD1805  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 MD1805
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1805
 MD1805.The geoid height was determined by GEOID03.
 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  =   0.99992900
 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                                          2221354.3 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1805.See file dsdata.txt to determine how the superseded data were derived.
 MD1805
 MD1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7095552312(NAD 83)
 MD1805_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1805
 MD1805  HISTORY     - Date     Condition        Report By
 MD1805  HISTORY     - 1947     MONUMENTED       CGS
 MD1805  HISTORY     - 1960     SEE DESCRIPTION  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
 MD1805'SETTLEMENT.  IT IS 388 FEET NORTHEAST OF THE CENTER OF THE
 MD1805'INTERSECTION OF U.S. HIGHWAY 24 AND
 MD1805'A GRAVEL CROSSROAD, 43 FEET NORTHWEST OF THE CENTER OF HIGHWAY 24 AND
 MD1805'11.5 FEET SOUTHEAST OF A WHITE WITNESS
 MD1805'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
 MD1805'HIGHWAY 24.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GAR
 MD1805'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
 MD1805'HIGHWAY 24 AND 1 FOOT SOUTHEAST OF A FENCELINE.  THE MARK PROJECTS 2
 MD1805'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
 MD1805'U.S. HIGHWAY 24 AND A T-ROAD, WEST, 26 FEET NORTH OF THE CENTER OF
 MD1805'THE T-ROAD AND 2 FEET NORTH OF A
 MD1805'WHITE WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE
 MD1805'DISK IS STAMPED GAR 1947.
 MD1805'
 MD1805'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE
 MD1805'HIGHWAY 101 WHICH IS 2 MILES
 MD1805'NORTH OF WOODBURN, GO SOUTHWEST ON HIGHWAY 24 FOR 7.2 MILES TO THE
 MD1805'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
 MD1805'IN NEW HAVEN, ABOUT 1/1/2 MILES NW OF GAR CREEK SETTLEMENT, 388 FEET
 MD1805'SW OF INTERSECTION OF CENTER LINES OF
 MD1805'HWY. AND BRUICK ROAD, 42.5 FEET NW OF CENTER LINE OF
 MD1805'HWY. 24-FOOT ASPHALT PAVEMENT, 1.3 FEET HIGHER THAN
 MD1805'SAME, 39 FEET NE OF CENTER OF THE SECOND
 MD1805'FROM THE S OF 5 OR 6 LARGE SYCAMORES, STANDARD DISKS STAMPED GAR 1947
 MD1805'ARE SET IN 1A AND 7A MARKS WITH
 MD1805'THE UPPER ONE PROJECTING 0.1 FOOT ABOVE GROUND.
 MD1805'
 MD1805'REFERENCE STAMPED GAR NO 1 1947, NOTE 11A, PROJECTS 0.2 FOOT, IS
 MD1805'95.56 FEET OR 29.126 METERS SE IN
 MD1805'AZIMUTH 320 DEG 12 MIN FROM STATION, 53 FEET SE OF CENTER LINE OF
 MD1805'HWY., 5.3 FEET LOWER THAN SAME, AND 41
 MD1805'FEET 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
 MD1805'SW IN AZIMUTH 50 DEG 31 MIN FROM STATION, 68 FEET SW OF CENTER OF
 MD1805'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
 MD1805'FEET SE OF CENTER LINE OF HWY., 26 FEET NNW OF CENTER LINE OF 20-FOOT
 MD1805'PAVEMENT ON CURVE OF BREMER ROAD, 1.4
 MD1805'FEET LOWER THAN SAME, 38 FEET N OF PROJECTED CENTER LINE
 MD1805'OF BREMER 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.
 MD1805'
 MD1805'GAR 1947 (AZIM) RECOVERED GOOD.
 MD1805'
 MD1805'GAR NO. 1 1947 RECOVERED GOOD.
 MD1805'
 MD1805'GAR NO. 2 1947 RECOVERED GOOD.
 MD1805'
 MD1805'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NE OF NEW
 MD1805'HAVEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1539 ***********************************************************************
 MD1539  DESIGNATION -  GARRETT MUNICIPAL PWRHSE STACK
 MD1539  PID         -  MD1539
 MD1539  STATE/COUNTY-  IN/DE KALB
 MD1539  USGS QUAD   -  GARRETT (1973)
 MD1539
 MD1539                         *CURRENT SURVEY CONTROL
 MD1539  ___________________________________________________________________
 MD1539* NAD 83(1997)-  41 21 07.36059(N)    085 07 57.36402(W)     ADJUSTED  
 MD1539* NAVD 88     -                                                        
 MD1539  ___________________________________________________________________
 MD1539  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 MD1539  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 MD1539
 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
 MD1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1539
 MD1539.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1539
 MD1539  NAD 83(1995)-  41 21 07.35923(N)    085 07 57.36788(W) AD(       ) 4
 MD1539  NAD 83(1986)-  41 21 07.36221(N)    085 07 57.37693(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1539.See file dsdata.txt to determine how the superseded data were derived.
 MD1539
 MD1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5621679521(NAD 83)
 MD1539
 MD1539  HISTORY     - Date     Condition        Report By
 MD1539  HISTORY     - 1946     MONUMENTED       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
 MD1539'GARRETT.  IT IS ABOUT 50 FEET WEST OF THE GARRETT MUNICIPAL WATER
 MD1539'TANK ABOUT 200 FEET NORTH OF THE
 MD1539'CENTERLINE OF QUINCEY STREET.  IT IS A BRICK CONSTRUCTION
 MD1539'175 FEET HIGH AND HAS THE LEGEND GARRETT
 MD1539'PAINTED ON THE SOUTHWEST SIDE OF THE STACK.
 MD1539'THE POINT OBSERVED ON WAS THE CENTER OF THE TOP OF THE
 MD1539'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
 MD1539'POSITION REMAINS IN THE OCTAGONAL
 MD1539'CONCRETE FOUNDATION OF IT.  IT IS ABOUT 0.2 MILE OR THREE BLOCKS E OF
 MD1539'NO. 27 U.S.  HWY. WHICH IS THE MAIN N-S
 MD1539'STREET THRU TOWN, ABOUT 55 YARDS S OF BALTIMORE AND OHIO
 MD1539'RAILROAD MAIN LINE, ABOUT 200 FEET N OF
 MD1539'CENTER LINE OF QUINCEY STREET, AND ABOUT 60 FEET W
 MD1539'OF THE MUNICIPAL WATER TANK, AN OCTAGONAL CONCRETE BLOCK
 MD1539'WITH ABOUT 8-FOOT SIDES WHICH ARE ABOUT
 MD1539'18 FEET APART AS MEASURED THRU THE CENTER, AND STANDING ABOUT 0.5
 MD1539'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1537 ***********************************************************************
 MD1537  DESIGNATION -  GARRETT MUNICIPAL TANK
 MD1537  PID         -  MD1537
 MD1537  STATE/COUNTY-  IN/DE KALB
 MD1537  USGS QUAD   -  GARRETT (1973)
 MD1537
 MD1537                         *CURRENT SURVEY CONTROL
 MD1537  ___________________________________________________________________
 MD1537* NAD 83(1997)-  41 21 07.16838(N)    085 07 56.58602(W)     ADJUSTED  
 MD1537* NAVD 88     -                                                        
 MD1537  ___________________________________________________________________
 MD1537  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 MD1537  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 MD1537
 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
 MD1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1537
 MD1537.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1537
 MD1537  NAD 83(1995)-  41 21 07.16832(N)    085 07 56.59008(W) AD(       ) 4
 MD1537  NAD 83(1986)-  41 21 07.16966(N)    085 07 56.59892(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1537.See file dsdata.txt to determine how the superseded data were derived.
 MD1537
 MD1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5623479515(NAD 83)
 MD1537
 MD1537  HISTORY     - Date     Condition        Report By
 MD1537  HISTORY     - 1946     MONUMENTED       CGS
 MD1537  HISTORY     - 1963     SEE DESCRIPTION  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
 MD1537'GARRETT.  IT IS ABOUT 200 FEET NORTH OF THE CENTERLINE OF QUINCEY
 MD1537'STRET.  IT IS A ROUND SHAPED STEEL
 MD1537'WATER TANK ATOP A SIX-LEGGED STEEL STRUCTURE 165 FEET HIGH AND
 MD1537'IS PAINTED SILVER.  THE POINT OBSERVED ON WAS
 MD1537'THE CENTER OF THE BALL AT THE APEX OF THE 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.
 MD1537'WHICH IS THE MAIN N-S STREET THRU TOWN, ABOUT 55 YARDS S OF BALTIMORE
 MD1537'AND OHIO RAILROAD MAIN LINE, ABOUT
 MD1537'200 FEET N OF CENTER LINE OF QUINCEY STREET, A ROUND TANK
 MD1537'WITH HENISPHERICAL BOTTOM AND CONICAL TOP,
 MD1537'MOUNTED ON SIX LEGS, AN ESTIMATED 150 FEET HIGH,
 MD1537'A PLATE NEAR THE BOTTOM RUNG OF THE LADDER ON THE SW LEG
 MD1537'RECORDS 1925 WHICH IS EVIDENTLY THE
 MD1537'YEAR OF CONSTRUCTION.  THE POINT OBSERVED ON WAS THE CENTER OF THE
 MD1537'BALL AT THE APEX OF THE ROOF--QUOTED
 MD1537'FROM ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1532 ***********************************************************************
 MD1532  DESIGNATION -  GARRETT RESET
 MD1532  PID         -  MD1532
 MD1532  STATE/COUNTY-  IN/DE KALB
 MD1532  USGS QUAD   -  GARRETT (1973)
 MD1532
 MD1532                         *CURRENT SURVEY CONTROL
 MD1532  ___________________________________________________________________
 MD1532* NAD 83(1997)-  41 21 59.58624(N)    085 08 05.90672(W)     ADJUSTED  
 MD1532* NAVD 88     -       272.     (meters)     892.     (feet)  SCALED    
 MD1532  ___________________________________________________________________
 MD1532  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 MD1532  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MD1532
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1532
 MD1532.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1532.See file dsdata.txt to determine how the superseded data were derived.
 MD1532
 MD1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5598381127(NAD 83)
 MD1532_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1532
 MD1532  HISTORY     - Date     Condition        Report By
 MD1532  HISTORY     - 1946     MONUMENTED       CGS
 MD1532  HISTORY     - 1959     SEE DESCRIPTION  USGS
 MD1532  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MD1532  HISTORY     - 1967     SEE DESCRIPTION  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
 MD1532'KEYSER TOWNSHIP SCHOOL.  IT IS 50 FEET NORTH OF THE CENTERLINE OF
 MD1532'U.S.  HIGHWAY 27 AND STATE HIGHWAY 8
 MD1532'AND 32 FEET NORTH OF A FENCELINE.  THE MARK IS FLUSH AND
 MD1532'THE DISK IS STAMPED 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
 MD1532'MARK IS FLUSH AND THE DISK IS STAMPED GARRETT NO 1 1946.
 MD1532'
 MD1532'T 162 (USC AND GS) IS 202.18 FEET WEST OF THE STATION.  IT IS
 MD1532'EMBEDDED IN THE FIRST STEP OF THE
 MD1532'KEYSER TOWNSHIP SCHOOL AND WAS USED AS A REFERENCE MARK FOR THIS
 MD1532'STATION.  IT IS A STANDARD USC AND GS
 MD1532'BRONZE DISK STAMPED T 162 1946.
 MD1532'
 MD1532'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION.  IT IS 40 FEET
 MD1532'SOUTH OF THE CENTERLINE OF STATE
 MD1532'HIGHWAY 8, 1 FOOT NORTH OF A FENCELINE, 1-1/2 FEET EAST OF A WITNESS
 MD1532'POST AND 6 FEET SOUTHEAST OF A
 MD1532'POLE.  THE 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
 MD1532'1.0 MILE TO THE JUNCTION OF
 MD1532'U.S. HIGHWAY 27 AND STATE HIGHWAY 8. DRIVE INTO THE SCHOOLYARD ON THE
 MD1532'NORTH SIDE OF STATE HIGHWAY 8 TO
 MD1532'STATION AS 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
 MD1532'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.
 MD1532'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
 MD1532'U.S. HIGHWAY 27 AND STATE HIGHWAYS 8 AND 327, 52.5
 MD1532'FEET NORTH OF THE CENTERLINE OF
 MD1532'U.S. HIGHWAY 27 AND STATE HIGHWAY 8,
 MD1532'2 FEET EAST OF THE EAST FACE OF J. F. OLINGER FARM
 MD1532'HOME, 140 FEET EAST
 MD1532'OF 12 INCH WALNUT TREE.  THE UNDERGROUND MARK WAS RECOVERED IN GOOD
 MD1532'CONDITION AND IS
 MD1532'ABOUT 48 INCHES UNDERGROUND AND STAMPED GARRETT 1946.
 MD1532'THE SURFACE MARK WAS RESET AND IS
 MD1532'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
 MD1532'27 AND 8, 45.4
 MD1532'FEET NORTHWEST OF THE NORTHWEST CORNER OF A LARGE WHITE
 MD1532'BARN, 22 FEET EAST OF DRIVE TO
 MD1532'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
 MD1532'STATION IN THE
 MD1532'SOUTHEAST QUADRANT OF THE HIGHWAYS, 1 FOOT NORTHWEST OF
 MD1532'THE NORTHEAST CORNER OF THE
 MD1532'BUILDING, SET FLUSH IN THE CONCRETE WALK
 MD1532'AND STAMPED GARRETT NO 3 1946-1958.
 MD1532'
 MD1532'AZIMUTH MARK FOUND IN GOOD CONDITION, IS 0.3 MILE WEST OF THE
 MD1532'STATION, 40 FEET
 MD1532'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 8, 1 FOOT
 MD1532'NORTH OF A FENCE LINE, 6 FEET
 MD1532'SOUTHEAST OF POLE, SET FLUSH AND STAMPED
 MD1532'GARRETT 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
 MD1532'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
 MD1532'GARRETT, ABOUT 105 YARDS E OF JUNCTION OF SAID AND NO. 8 INDIANA
 MD1532'HWY., 53 FEET N OF CENTER LINE OF THE
 MD1532'LATTER, 2 FEET E OF PROJECTED PLANE OF MOST EASTERLY WALL OF 1-1/2
 MD1532'STORY HOUSE ON S SIDE OF HWY., STANDARD DISKS
 MD1532'STAMPED GARRETT 1946 IN 7A AND GARRETT 1946 1958
 MD1532'IN 1A MARKS WITH THE UPPER MARK 1.0 FEET UNDERGROUND.
 MD1532'
 MD1532'REFERENCE STAMPED GARRET NO 2 1946 1958, NOTE 11A, FLUSH, IS 134.44
 MD1532'FEET (40.977 METERS) SE IN
 MD1532'AZIMUTH 306 DEG 46 MIN FROM STATION, 28 FEET S OF CENTER LINE OF
 MD1532'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,
 MD1532'IS 231.72 FEET (70.628 METERS) SW IN AZIMUTH 50 DEG 07 MIN FROM
 MD1532'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
 MD1532'MILE W IN AZIMUTH 86 DEG 15 MIN
 MD1532'41.2 SEC FROM STATION, 40 FEET S OF CENTER LINE OF 20-FOOT ASPHALT
 MD1532'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
 MD1532'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
 MD1532'GOOD CONDITION.
 MD1532'THE STATION MARK WAS RESET BY THE USGS IN 1959 ALONG
 MD1532'WITH 2 REFERENCE MARKS.  THE FIELD
 MD1532'AT THE STATION IS UNDER CULTIVATION
 MD1532'AND AS LITTLE GROUND AS POSSIBLE WAS DISTURBED.  IT
 MD1532'IS THOUGHT THAT
 MD1532'AT A LATER LATE THE UNDERGROUND STATION MARK SHOULD BE DUG OUT AND
 MD1532'CHECKED WITH THE
 MD1532'UPPER MARK.  THE DISTANCE TO THE REFERENCE MARKS
 MD1532'CHECKED BUT THE DIRECTION TO BOTH
 MD1532'MARKS WAS FOUND TO BE IN ERROR.  THE
 MD1532'PREVIOUS DESCRIPTION IS ADEQUATE WITH THE BELOW
 MD1532'CHANGES.
 MD1532'
 MD1532'THE STATION MARK IS 52.5 FEET NORTH OF THE CENTERLINE OF THE
 MD1532'HIGHWAY, 23.8 FEET
 MD1532'NORTH OF A METAL WITNESS POST AND IN A CULTIVATED
 MD1532'FIELD OWNED BY THE OLINGER ESTATE.
 MD1532'
 MD1532'REFERENCE MARK 2 IS AS DESCRIBED AND 1 FOOT WEST OF A METAL
 MD1532'WITNESS POST.
 MD1532'
 MD1532'REFERENCE MARK 4 IS SET IN A DRILL HOLE IN THE CONCRETE BASE OF
 MD1532'A LARGE STEEL POLE
 MD1532'BEARING THE SIGN MOBIL.  51 FEET SOUTH OF THE CENTERLINE
 MD1532'OF THE HIGHWAY, 25 FEET SOUTHWEST OF
 MD1532'A POWER POLE, AT THE NORTHEAST
 MD1532'CORNER OF A PAVED PARKING LOT AND IN THE NORTHEAST
 MD1532'CORNER OF THE
 MD1532'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 = OCTOBER  6, 2006
 ME2479 ***********************************************************************
 ME2479  DESIGNATION -  GARY HOBART WATER WORKS TANK
 ME2479  PID         -  ME2479
 ME2479  STATE/COUNTY-  IN/LAKE
 ME2479  USGS QUAD   -  PORTAGE (1992)
 ME2479
 ME2479                         *CURRENT SURVEY CONTROL
 ME2479  ___________________________________________________________________
 ME2479* NAD 83(1997)-  41 37 02.88619(N)    087 13 58.34826(W)     ADJUSTED  
 ME2479* NAVD 88     -                                                        
 ME2479  ___________________________________________________________________
 ME2479  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 ME2479  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME2479
 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
 ME2479.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2479
 ME2479.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2479
 ME2479  NAD 83(1994)-  41 37 02.89212(N)    087 13 58.35474(W) AD(       ) 4
 ME2479  NAD 83(1986)-  41 37 02.89210(N)    087 13 58.35504(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2479.See file dsdata.txt to determine how the superseded data were derived.
 ME2479
 ME2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM8059907332(NAD 83)
 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 = OCTOBER  6, 2006
 ME2484 ***********************************************************************
 ME2484  DESIGNATION -  GARY LAKE CO SUPERIOR CTHSE
 ME2484  PID         -  ME2484
 ME2484  STATE/COUNTY-  IN/LAKE
 ME2484  USGS QUAD   -  GARY (1991)
 ME2484
 ME2484                         *CURRENT SURVEY CONTROL
 ME2484  ___________________________________________________________________
 ME2484* NAD 83(1997)-  41 36 12.66039(N)    087 20 16.35867(W)     ADJUSTED  
 ME2484* NAVD 88     -                                                        
 ME2484  ___________________________________________________________________
 ME2484  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 ME2484  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME2484
 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
 ME2484.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2484
 ME2484.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2484
 ME2484  NAD 83(1994)-  41 36 12.66570(N)    087 20 16.36511(W) AD(       ) 4
 ME2484  NAD 83(1986)-  41 36 12.66571(N)    087 20 16.36505(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2484.See file dsdata.txt to determine how the superseded data were derived.
 ME2484
 ME2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM7184505812(NAD 83)
 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 = OCTOBER  6, 2006
 ME2485 ***********************************************************************
 ME2485  DESIGNATION -  GARY MUN WATERWORKS TOWER
 ME2485  PID         -  ME2485
 ME2485  STATE/COUNTY-  IN/LAKE
 ME2485  USGS QUAD   -  GARY (1991)
 ME2485
 ME2485                         *CURRENT SURVEY CONTROL
 ME2485  ___________________________________________________________________
 ME2485* NAD 83(1997)-  41 35 55.72512(N)    087 20 33.55819(W)     ADJUSTED  
 ME2485* NAVD 88     -                                                        
 ME2485  ___________________________________________________________________
 ME2485  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 ME2485  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME2485
 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
 ME2485.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2485
 ME2485.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2485
 ME2485  NAD 83(1994)-  41 35 55.73052(N)    087 20 33.56461(W) AD(       ) 4
 ME2485  NAD 83(1986)-  41 35 55.73058(N)    087 20 33.56452(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2485.See file dsdata.txt to determine how the superseded data were derived.
 ME2485
 ME2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM7144505291(NAD 83)
 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 = OCTOBER  6, 2006
 ME2492 ***********************************************************************
 ME2492  DESIGNATION -  GARY NORTH MUNICIPAL TANK
 ME2492  PID         -  ME2492
 ME2492  STATE/COUNTY-  IN/LAKE
 ME2492  USGS QUAD   -  GARY (1991)
 ME2492
 ME2492                         *CURRENT SURVEY CONTROL
 ME2492  ___________________________________________________________________
 ME2492* NAD 83(1997)-  41 35 00.93276(N)    087 20 24.44014(W)     ADJUSTED  
 ME2492* NAVD 88     -                                                        
 ME2492  ___________________________________________________________________
 ME2492  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 ME2492  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 ME2492
 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
 ME2492.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2492
 ME2492.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2492
 ME2492  NAD 83(1994)-  41 35 00.93833(N)    087 20 24.44655(W) AD(       ) 4
 ME2492  NAD 83(1986)-  41 35 00.93838(N)    087 20 24.44644(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2492.See file dsdata.txt to determine how the superseded data were derived.
 ME2492
 ME2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM7164903601(NAD 83)
 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 = OCTOBER  6, 2006
 ME2508 ***********************************************************************
 ME2508  DESIGNATION -  GARY RAD STA WIND EAST MAST
 ME2508  PID         -  ME2508
 ME2508  STATE/COUNTY-  IN/LAKE
 ME2508  USGS QUAD   -  HIGHLAND (1991)
 ME2508
 ME2508                         *CURRENT SURVEY CONTROL
 ME2508  ___________________________________________________________________
 ME2508* NAD 83(1997)-  41 33 50.34768(N)    087 23 45.78770(W)     ADJUSTED  
 ME2508* NAVD 88     -                                                        
 ME2508  ___________________________________________________________________
 ME2508  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 ME2508  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME2508
 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
 ME2508.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2508
 ME2508.The geoid height was determined by GEOID03.
 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;SPC IL E     -   544,100.376   378,180.779   MT  1.00005019   +0 37 18.8
 ME2508;SPC IL E     - 1,785,102.65  1,240,748.11   sFT  1.00005019   +0 37 18.8
 ME2508;UTM  16      - 4,601,443.599   466,976.917   MT  0.99961342   -0 15 46.0
 ME2508
 ME2508                          SUPERSEDED SURVEY CONTROL
 ME2508
 ME2508  NAD 83(1994)-  41 33 50.35332(N)    087 23 45.79360(W) AD(       ) 4
 ME2508  NAD 83(1986)-  41 33 50.35334(N)    087 23 45.79353(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2508.See file dsdata.txt to determine how the superseded data were derived.
 ME2508
 ME2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM6697701444(NAD 83)
 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 = OCTOBER  6, 2006
 ME2506 ***********************************************************************
 ME2506  DESIGNATION -  GARY RAD STA WIND NORTH MAST
 ME2506  PID         -  ME2506
 ME2506  STATE/COUNTY-  IN/LAKE
 ME2506  USGS QUAD   -  HIGHLAND (1991)
 ME2506
 ME2506                         *CURRENT SURVEY CONTROL
 ME2506  ___________________________________________________________________
 ME2506* NAD 83(1997)-  41 33 54.06618(N)    087 23 48.06601(W)     ADJUSTED  
 ME2506* NAVD 88     -                                                        
 ME2506  ___________________________________________________________________
 ME2506  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 ME2506  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME2506
 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
 ME2506.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2506
 ME2506.The geoid height was determined by GEOID03.
 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;SPC IL E     -   544,214.523   378,126.745   MT  1.00005008   +0 37 17.3
 ME2506;SPC IL E     - 1,785,477.15  1,240,570.83   sFT  1.00005008   +0 37 17.3
 ME2506;UTM  16      - 4,601,558.516   466,924.675   MT  0.99961346   -0 15 47.5
 ME2506
 ME2506                          SUPERSEDED SURVEY CONTROL
 ME2506
 ME2506  NAD 83(1994)-  41 33 54.07181(N)    087 23 48.07190(W) AD(       ) 4
 ME2506  NAD 83(1986)-  41 33 54.07183(N)    087 23 48.07182(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2506.See file dsdata.txt to determine how the superseded data were derived.
 ME2506
 ME2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM6692501559(NAD 83)
 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 = OCTOBER  6, 2006
 ME2500 ***********************************************************************
 ME2500  DESIGNATION -  GARY RAD STA WIND SOUTH MAST
 ME2500  PID         -  ME2500
 ME2500  STATE/COUNTY-  IN/LAKE
 ME2500  USGS QUAD   -  HIGHLAND (1991)
 ME2500
 ME2500                         *CURRENT SURVEY CONTROL
 ME2500  ___________________________________________________________________
 ME2500* NAD 83(1997)-  41 33 46.35874(N)    087 23 57.48062(W)     ADJUSTED  
 ME2500* NAVD 88     -                                                        
 ME2500  ___________________________________________________________________
 ME2500  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 ME2500  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME2500
 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
 ME2500.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2500
 ME2500.The geoid height was determined by GEOID03.
 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;SPC IL E     -   543,974.378   377,911.181   MT  1.00004967   +0 37 10.9
 ME2500;SPC IL E     - 1,784,689.27  1,239,863.60   sFT  1.00004967   +0 37 10.9
 ME2500;UTM  16      - 4,601,321.830   466,705.524   MT  0.99961364   -0 15 53.7
 ME2500
 ME2500                          SUPERSEDED SURVEY CONTROL
 ME2500
 ME2500  NAD 83(1994)-  41 33 46.36436(N)    087 23 57.48652(W) AD(       ) 4
 ME2500  NAD 83(1986)-  41 33 46.36440(N)    087 23 57.48645(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2500.See file dsdata.txt to determine how the superseded data were derived.
 ME2500
 ME2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM6670601322(NAD 83)
 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 = OCTOBER  6, 2006
 ME2501 ***********************************************************************
 ME2501  DESIGNATION -  GARY RAD STA WIND WEST MAST
 ME2501  PID         -  ME2501
 ME2501  STATE/COUNTY-  IN/LAKE
 ME2501  USGS QUAD   -  HIGHLAND (1991)
 ME2501
 ME2501                         *CURRENT SURVEY CONTROL
 ME2501  ___________________________________________________________________
 ME2501* NAD 83(1997)-  41 33 50.09309(N)    087 23 59.74351(W)     ADJUSTED  
 ME2501* NAVD 88     -                                                        
 ME2501  ___________________________________________________________________
 ME2501  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 ME2501  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME2501
 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
 ME2501.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2501
 ME2501.The geoid height was determined by GEOID03.
 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;SPC IL E     -   544,089.019   377,857.503   MT  1.00004957   +0 37 09.5
 ME2501;SPC IL E     - 1,785,065.39  1,239,687.49   sFT  1.00004957   +0 37 09.5
 ME2501;UTM  16      - 4,601,437.237   466,653.645   MT  0.99961368   -0 15 55.2
 ME2501
 ME2501                          SUPERSEDED SURVEY CONTROL
 ME2501
 ME2501  NAD 83(1994)-  41 33 50.09871(N)    087 23 59.74940(W) AD(       ) 4
 ME2501  NAD 83(1986)-  41 33 50.09876(N)    087 23 59.74933(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2501.See file dsdata.txt to determine how the superseded data were derived.
 ME2501
 ME2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM6665401437(NAD 83)
 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 = OCTOBER  6, 2006
 ME2503 ***********************************************************************
 ME2503  DESIGNATION -  GARY RADIO STA WWCA MAST 2
 ME2503  PID         -  ME2503
 ME2503  STATE/COUNTY-  IN/LAKE
 ME2503  USGS QUAD   -  HIGHLAND (1991)
 ME2503
 ME2503                         *CURRENT SURVEY CONTROL
 ME2503  ___________________________________________________________________
 ME2503* NAD 83(1997)-  41 31 38.65464(N)    087 22 36.40597(W)     ADJUSTED  
 ME2503* NAVD 88     -                                                        
 ME2503  ___________________________________________________________________
 ME2503  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 ME2503  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ME2503
 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
 ME2503.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2503
 ME2503.The geoid height was determined by GEOID03.
 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;SPC IL E     -   540,055.143   379,833.367   MT  1.00005340   +0 38 03.1
 ME2503;SPC IL E     - 1,771,830.91  1,246,169.97   sFT  1.00005340   +0 38 03.1
 ME2503;UTM  16      - 4,597,375.129   468,566.177   MT  0.99961216   -0 14 59.3
 ME2503
 ME2503                          SUPERSEDED SURVEY CONTROL
 ME2503
 ME2503  NAD 83(1994)-  41 31 38.65998(N)    087 22 36.41248(W) AD(       ) 4
 ME2503  NAD 83(1986)-  41 31 38.65998(N)    087 22 36.41242(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2503.See file dsdata.txt to determine how the superseded data were derived.
 ME2503
 ME2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6856697375(NAD 83)
 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 = OCTOBER  6, 2006
 ME2510 ***********************************************************************
 ME2510  DESIGNATION -  GARY RADIO STA WWCA MAST 1
 ME2510  PID         -  ME2510
 ME2510  STATE/COUNTY-  IN/LAKE
 ME2510  USGS QUAD   -  HIGHLAND (1991)
 ME2510
 ME2510                         *CURRENT SURVEY CONTROL
 ME2510  ___________________________________________________________________
 ME2510* NAD 83(1997)-  41 31 36.11489(N)    087 22 36.11319(W)     ADJUSTED  
 ME2510* NAVD 88     -                                                        
 ME2510  ___________________________________________________________________
 ME2510  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 ME2510  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ME2510
 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
 ME2510.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2510
 ME2510.The geoid height was determined by GEOID03.
 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;SPC IL E     -   539,976.865   379,841.022   MT  1.00005342   +0 38 03.3
 ME2510;SPC IL E     - 1,771,574.10  1,246,195.09   sFT  1.00005342   +0 38 03.3
 ME2510;UTM  16      - 4,597,296.776   468,572.621   MT  0.99961215   -0 14 59.1
 ME2510
 ME2510                          SUPERSEDED SURVEY CONTROL
 ME2510
 ME2510  NAD 83(1994)-  41 31 36.12024(N)    087 22 36.11969(W) AD(       ) 4
 ME2510  NAD 83(1986)-  41 31 36.12024(N)    087 22 36.11963(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2510.See file dsdata.txt to determine how the superseded data were derived.
 ME2510
 ME2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6857397297(NAD 83)
 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 = OCTOBER  6, 2006
 ME2490 ***********************************************************************
 ME2490  DESIGNATION -  GARY RADIO STATION WGRY MAST
 ME2490  PID         -  ME2490
 ME2490  STATE/COUNTY-  IN/LAKE
 ME2490  USGS QUAD   -  GARY (1991)
 ME2490
 ME2490                         *CURRENT SURVEY CONTROL
 ME2490  ___________________________________________________________________
 ME2490* NAD 83(1997)-  41 34 20.54213(N)    087 19 05.66643(W)     ADJUSTED  
 ME2490* NAVD 88     -                                                        
 ME2490  ___________________________________________________________________
 ME2490  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 ME2490  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME2490
 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
 ME2490.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2490
 ME2490.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2490
 ME2490  NAD 83(1994)-  41 34 20.54774(N)    087 19 05.67248(W) AD(       ) 4
 ME2490  NAD 83(1986)-  41 34 20.54774(N)    087 19 05.67236(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2490.See file dsdata.txt to determine how the superseded data were derived.
 ME2490
 ME2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM7346802348(NAD 83)
 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 = OCTOBER  6, 2006
 ME2504 ***********************************************************************
 ME2504  DESIGNATION -  GARY RADIO STATION WWCA MAST 3
 ME2504  PID         -  ME2504
 ME2504  STATE/COUNTY-  IN/LAKE
 ME2504  USGS QUAD   -  HIGHLAND (1991)
 ME2504
 ME2504                         *CURRENT SURVEY CONTROL
 ME2504  ___________________________________________________________________
 ME2504* NAD 83(1997)-  41 31 41.20218(N)    087 22 36.70246(W)     ADJUSTED  
 ME2504* NAVD 88     -                                                        
 ME2504  ___________________________________________________________________
 ME2504  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 ME2504  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ME2504
 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
 ME2504.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2504
 ME2504.The geoid height was determined by GEOID03.
 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;SPC IL E     -   540,133.661   379,825.623   MT  1.00005339   +0 38 03.0
 ME2504;SPC IL E     - 1,772,088.52  1,246,144.56   sFT  1.00005339   +0 38 03.0
 ME2504;UTM  16      - 4,597,453.722   468,559.649   MT  0.99961216   -0 14 59.5
 ME2504
 ME2504                          SUPERSEDED SURVEY CONTROL
 ME2504
 ME2504  NAD 83(1994)-  41 31 41.20753(N)    087 22 36.70897(W) AD(       ) 4
 ME2504  NAD 83(1986)-  41 31 41.20753(N)    087 22 36.70891(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2504.See file dsdata.txt to determine how the superseded data were derived.
 ME2504
 ME2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6856097454(NAD 83)
 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 = OCTOBER  6, 2006
 ME2507 ***********************************************************************
 ME2507  DESIGNATION -  GARY RADIO STATION WWCA MAST 4
 ME2507  PID         -  ME2507
 ME2507  STATE/COUNTY-  IN/LAKE
 ME2507  USGS QUAD   -  HIGHLAND (1991)
 ME2507
 ME2507                         *CURRENT SURVEY CONTROL
 ME2507  ___________________________________________________________________
 ME2507* NAD 83(1997)-  41 31 43.73366(N)    087 22 37.00265(W)     ADJUSTED  
 ME2507* NAVD 88     -                                                        
 ME2507  ___________________________________________________________________
 ME2507  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 ME2507  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 ME2507
 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
 ME2507.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2507
 ME2507.The geoid height was determined by GEOID03.
 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;SPC IL E     -   540,211.683   379,817.800   MT  1.00005337   +0 38 02.8
 ME2507;SPC IL E     - 1,772,344.50  1,246,118.90   sFT  1.00005337   +0 38 02.8
 ME2507;UTM  16      - 4,597,531.820   468,553.033   MT  0.99961217   -0 14 59.7
 ME2507
 ME2507                          SUPERSEDED SURVEY CONTROL
 ME2507
 ME2507  NAD 83(1994)-  41 31 43.73901(N)    087 22 37.00916(W) AD(       ) 4
 ME2507  NAD 83(1986)-  41 31 43.73901(N)    087 22 37.00909(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2507.See file dsdata.txt to determine how the superseded data were derived.
 ME2507
 ME2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6855397532(NAD 83)
 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 = OCTOBER  6, 2006
 ME2493 ***********************************************************************
 ME2493  DESIGNATION -  GARY ROOSEVELT HS CUPOLA
 ME2493  PID         -  ME2493
 ME2493  STATE/COUNTY-  IN/LAKE
 ME2493  USGS QUAD   -  GARY (1991)
 ME2493
 ME2493                         *CURRENT SURVEY CONTROL
 ME2493  ___________________________________________________________________
 ME2493* NAD 83(1997)-  41 34 26.93453(N)    087 20 42.84280(W)     ADJUSTED  
 ME2493* NAVD 88     -                                                        
 ME2493  ___________________________________________________________________
 ME2493  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 ME2493  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ME2493
 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
 ME2493.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2493
 ME2493.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2493
 ME2493  NAD 83(1994)-  41 34 26.94015(N)    087 20 42.84915(W) AD(       ) 4
 ME2493  NAD 83(1986)-  41 34 26.94016(N)    087 20 42.84907(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2493.See file dsdata.txt to determine how the superseded data were derived.
 ME2493
 ME2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM7121902554(NAD 83)
 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 = OCTOBER  6, 2006
 ME2486 ***********************************************************************
 ME2486  DESIGNATION -  GARY SOUTH MUNICIPAL TANK
 ME2486  PID         -  ME2486
 ME2486  STATE/COUNTY-  IN/LAKE
 ME2486  USGS QUAD   -  GARY (1991)
 ME2486
 ME2486                         *CURRENT SURVEY CONTROL
 ME2486  ___________________________________________________________________
 ME2486* NAD 83(1997)-  41 32 39.37380(N)    087 20 05.53630(W)     ADJUSTED  
 ME2486* NAVD 88     -                                                        
 ME2486  ___________________________________________________________________
 ME2486  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 ME2486  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME2486
 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
 ME2486.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2486
 ME2486.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2486
 ME2486  NAD 83(1994)-  41 32 39.37981(N)    087 20 05.54282(W) AD(       ) 4
 ME2486  NAD 83(1986)-  41 32 39.37976(N)    087 20 05.54271(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2486.See file dsdata.txt to determine how the superseded data were derived.
 ME2486
 ME2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7207099233(NAD 83)
 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 = OCTOBER  6, 2006
 LA2106 ***********************************************************************
 LA2106  DESIGNATION -  GAS CITY
 LA2106  PID         -  LA2106
 LA2106  STATE/COUNTY-  IN/GRANT
 LA2106  USGS QUAD   -  GAS CITY (1994)
 LA2106
 LA2106                         *CURRENT SURVEY CONTROL
 LA2106  ___________________________________________________________________
 LA2106* NAD 83(1997)-  40 29 07.48598(N)    085 35 35.69505(W)     ADJUSTED  
 LA2106* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 LA2106  ___________________________________________________________________
 LA2106  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 LA2106  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 LA2106
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2106
 LA2106.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2106.See file dsdata.txt to determine how the superseded data were derived.
 LA2106
 LA2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1922782586(NAD 83)
 LA2106_MARKER: DS = TRIANGULATION STATION DISK
 LA2106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 LA2106'OF GAS CITY ON THE PROPERTY OWNED BY MR. SOL WISE.  IT IS 117.0 FEET
 LA2106'WEST OF A FENCE LINE, 60 FEET NORTH OF
 LA2106'THE CENTER OF A PAVED ROAD AND 42.5 FEET NORTH OF A
 LA2106'FENCE LINE.  THE MARK IS 12 INCHES BELOW THE SURFACE
 LA2106'OF THE GROUND AND THE DISK IS STAMPED
 LA2106'GAS 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
 LA2106'PAVED ROAD, 19 FEET WEST OF A FENCE LINE, 2 FEET NORTHEAST OF A WHITE
 LA2106'WITNESS POST AND 1 FOOT NORTH OF A
 LA2106'FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 LA2106'STAMPED GAS CITY NO 1 1948.
 LA2106'
 LA2106'REFERENCE MARK NO. 2 IS 97.61 FEET SOUTHWEST OF THE STATION.  IT IS
 LA2106'18 FEET NORTH OF CENTER OF THE
 LA2106'PAVED ROAD, 18 FEET WEST OF A TELEPHONE POLE AND 1 FOOT SOUTH OF A
 LA2106'FENCE LINE.  THE MARK PROJECTS 4
 LA2106'INCHES AND 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
 LA2106'INTERSECTION, 20 FEET EAST OF THE CENTER OF THE PAVED ROAD, 3 FEET
 LA2106'SOUTH OF A TELEPHONE POLE, 2
 LA2106'FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE
 LA2106'LINE.  THE MARK PROJECTS 5 INCHES AND
 LA2106'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
 LA2106'TO A PAVED CROSS ROAD, TURN RIGHT AND GO SOUTH FOR 0.2 MILE TO
 LA2106'A T-ROAD EAST AND THE AZIMUTH MARK
 LA2106'AS DESCRIBED, TURN LEFT AND GO EAST FOR 0.15
 LA2106'MILE TO THE STATION ON THE LEFT AS 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
 LA2106'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2107 ***********************************************************************
 LA2107  DESIGNATION -  GAS CITY ILL GLASS CO STACK
 LA2107  PID         -  LA2107
 LA2107  STATE/COUNTY-  IN/GRANT
 LA2107  USGS QUAD   -  GAS CITY (1994)
 LA2107
 LA2107                         *CURRENT SURVEY CONTROL
 LA2107  ___________________________________________________________________
 LA2107* NAD 83(1997)-  40 28 55.21747(N)    085 36 59.34503(W)     ADJUSTED  
 LA2107* NAVD 88     -                                                        
 LA2107  ___________________________________________________________________
 LA2107  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 LA2107  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 LA2107
 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
 LA2107.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2107
 LA2107.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2107
 LA2107  NAD 83(1995)-  40 28 55.22072(N)    085 36 59.35769(W) AD(       ) 4
 LA2107  NAD 83(1986)-  40 28 55.22085(N)    085 36 59.35839(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2107.See file dsdata.txt to determine how the superseded data were derived.
 LA2107
 LA2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1726482177(NAD 83)
 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 = OCTOBER  6, 2006
 ME2287 ***********************************************************************
 ME2287  DESIGNATION -  GAST
 ME2287  PID         -  ME2287
 ME2287  STATE/COUNTY-  IN/KOSCIUSKO
 ME2287  USGS QUAD   -  AKRON (1994)
 ME2287
 ME2287                         *CURRENT SURVEY CONTROL
 ME2287  ___________________________________________________________________
 ME2287* NAD 83(1997)-  41 05 51.06365(N)    086 02 16.54040(W)     ADJUSTED  
 ME2287* NAVD 88     -       275.     (meters)     902.     (feet)  SCALED    
 ME2287  ___________________________________________________________________
 ME2287  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 ME2287  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 ME2287
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2287
 ME2287.The geoid height was determined by GEOID03.
 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     -   0.99996217  x   0.99997863  =   0.99994080
 ME2287!UTM  16      -   0.99996217  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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2287.See file dsdata.txt to determine how the superseded data were derived.
 ME2287
 ME2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8079350028(NAD 83)
 ME2287_MARKER: DS = TRIANGULATION STATION DISK
 ME2287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2287'OWNED BY G.E. WHITE.  IT IS 125 FEET SOUTHEAST OF THE SOUTHEAST
 ME2287'CORNER OF A HOUSE, 37 FEET WEST OF
 ME2287'THE CENTER OF HIGHWAY 19, 28 FEET SOUTH OF THE CENTER OF A
 ME2287'DRIVEWAY, 27 FEET SOUTHWEST OF A FENCE
 ME2287'CORNER, AND 19 FEET WEST OF A WHITE WITNESS POST.
 ME2287'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
 ME2287'1 FOOT WEST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 ME2287'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
 ME2287'CENTER OF THE DRIVEWAY AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK IS
 ME2287'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
 ME2287'HIGHWAY 19, 12 FEET NORTH OF A TELEPHONE POLE, 2 FEET SOUTH OF A
 ME2287'WHITE WITNESS POST AND 1 FOOT
 ME2287'EAST OF A FENCE LINE.  THE MARK IS A 6 BY 6 INCH CONCRETE POST
 ME2287'WHICH PROJECTS 4 INCHES WITH A STANDARD
 ME2287'U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK
 ME2287'ATOP STAMPED S 178 1946.
 ME2287'
 ME2287'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 25 AND
 ME2287'19 IN MENTONE, GO SOUTH ON
 ME2287'HIGHWAY 19 FOR 4.9 MILES TO A PAVED CROSSROAD AND THE BENCH MARK AS
 ME2287'DESCRIBED, CONTINUE ON HIGHWAY 19 FOR
 ME2287'0.2 MILE 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 = OCTOBER  6, 2006
 LA2111 ***********************************************************************
 LA2111  DESIGNATION -  GASTON
 LA2111  PID         -  LA2111
 LA2111  STATE/COUNTY-  IN/DELAWARE
 LA2111  USGS QUAD   -  GASTON (1994)
 LA2111
 LA2111                         *CURRENT SURVEY CONTROL
 LA2111  ___________________________________________________________________
 LA2111* NAD 83(1997)-  40 18 28.26767(N)    085 30 52.09738(W)     ADJUSTED  
 LA2111* NAVD 88     -       274.     (meters)     899.     (feet)  SCALED    
 LA2111  ___________________________________________________________________
 LA2111  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 LA2111  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 LA2111
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2111
 LA2111.The geoid height was determined by GEOID03.
 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     -   0.99996237  x   0.99996873  =   0.99993110
 LA2111!UTM  16      -   0.99996237  x   0.99979616  =   0.99975854
 LA2111
 LA2111:                Primary Azimuth Mark                     Grid Az
 LA2111:SPC IN E     -  UPLAND MUNICIPAL TANK                    004 36 30.2
 LA2111:UTM  16      -  UPLAND MUNICIPAL TANK                    003 44 44.6
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2111.See file dsdata.txt to determine how the superseded data were derived.
 LA2111
 LA2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2623562985(NAD 83)
 LA2111_MARKER: DS = TRIANGULATION STATION DISK
 LA2111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2111_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LA2111
 LA2111  HISTORY     - Date     Condition        Report By
 LA2111  HISTORY     - 1934     MONUMENTED       CGS
 LA2111  HISTORY     - 1948     GOOD             CGS
 LA2111  HISTORY     - 1955     MARK NOT FOUND   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
 LA2111'OWNED BY MR. WRIGHT AND THE METROPOLITAN
 LA2111'LOAN COMPANY, IN THE NORTHWEST CORNER
 LA2111'OF A FIELD, ABOUT 0.1 MILE
 LA2111'SOUTH OF WRIGHTS HOUSE, 51 FEET SOUTH OF FENCE LINE,
 LA2111'75.5 FEET
 LA2111'EAST OF FENCE LINE, AND 12 INCHES BELOW THE SURFACE.
 LA2111'
 LA2111'TO REACH FROM MUNCIE, GO NORTH ON STATE HIGHWAY 3 FOR 7 MILES
 LA2111'TO STATE HIGHWAY
 LA2111'28, GO WEST ON STATE HIGHWAY 28 FOR 3.6 MILES TO
 LA2111'ITS INTERSECTION WITH STATE HIGHWAY
 LA2111'21, TURN NORTH ON STATE HIGHWAY
 LA2111'21 AND GO 2.9 MILES TO A T-INTERSECTION, THENCE TO THE
 LA2111'WEST FOR 2.5
 LA2111'MILES TO GASTON, CONTINUE WEST FOR 0.7 MILE TO CROSSROADS, THENCE
 LA2111'SOUTH FOR 0.3 MILE
 LA2111'TO WRIGHTS HOUSE ON THE EAST SIDE OF THE ROAD
 LA2111'AND THE STATION.
 LA2111'
 LA2111'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LA2111'BRONZE DISKS SET IN CONCRETE.
 LA2111'
 LA2111'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, 1 FOOT
 LA2111'SOUTHWEST OF FENCE
 LA2111'CORNER, AND PROJECTS 6 INCHES.  REFERENCE MARK
 LA2111'NO. 2 IS NORTHWEST OF THE STATION, 30
 LA2111'FEET SOUTH OF FENCE CORNER OF
 LA2111'THE GARDEN JUST SOUTH OF THE HOUSE, 1 FOOT EAST OF FENCE
 LA2111'LINE, 10 FEET
 LA2111'EAST OF CENTER LINE OF THE ROAD, AND PROJECTS 6 INCHES.  THE
 LA2111'DISTANCE BETWEEN THE
 LA2111'REFERENCE MARKS IS 321.5 FEET.
 LA2111'
 LA2111'AZIMUTH MARK IS SOUTHEAST OF THE STATION, 2 FEET WEST OF RAIL
 LA2111'FENCE, 12 FEET
 LA2111'NORTH OF WIRE FENCE, 33 FEET EAST-NORTHEAST OF CONCRETE
 LA2111'GATEPOST, 0.2 MILE WEST OF
 LA2111'CROSSROADS, ABOUT 0.6 MILE SOUTH
 LA2111'OF THE 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
 LA2111'THE STATION, 2
 LA2111'FEET W OF A WIRE FENCE, 12 FEET N OF A WIRE FENCE,
 LA2111'33 FEET ENE OF A CONCRETE
 LA2111'GATEPOST, 0.2 MILE E OF A CROSS ROAD,
 LA2111'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
 LA2111'ALLOW ANYONE TO ENTER A CULTIVATED FIELD.  THE MARK WAS SET 12 INCHES
 LA2111'BELOW THE SURFACE OF THE GROUND,
 LA2111'AND THERE IS NO REASON TO BELIEVE THAT IT HAS BEEN
 LA2111'DISTURBED.  THE AZIMUTH MARK AND REFERENCE MARKS 1
 LA2111'AND 2 WERE FOUND AND ARE IN GOOD
 LA2111'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION IS
 LA2111'ACCURATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2542 ***********************************************************************
 LB2542  DESIGNATION -  GEETINGS
 LB2542  PID         -  LB2542
 LB2542  STATE/COUNTY-  IN/CLINTON
 LB2542  USGS QUAD   -  BURLINGTON (1984)
 LB2542
 LB2542                         *CURRENT SURVEY CONTROL
 LB2542  ___________________________________________________________________
 LB2542* NAD 83(1997)-  40 24 55.81530(N)    086 27 33.62194(W)     ADJUSTED  
 LB2542* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 LB2542  ___________________________________________________________________
 LB2542  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 LB2542  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 LB2542
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2542
 LB2542.The geoid height was determined by GEOID03.
 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;SPC IN E     -   573,954.842    32,724.568   MT  1.00002236   -0 30 50.1
 LB2542;SPC IN E     - 1,883,050.18    107,363.85   sFT  1.00002236   -0 30 50.1
 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     -   0.99996474  x   1.00000118  =   0.99996592
 LB2542!SPC IN E     -   0.99996474  x   1.00002236  =   0.99998710
 LB2542!UTM  16      -   0.99996474  x   0.99962590  =   0.99959066
 LB2542
 LB2542:                Primary Azimuth Mark                     Grid Az
 LB2542:SPC IN W     -  GEETINGS AZ MK                           001 41 36.6
 LB2542:SPC IN E     -  GEETINGS AZ MK                           002 36 43.1
 LB2542:UTM  16      -  GEETINGS AZ MK                           001 44 51.1
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2542.See file dsdata.txt to determine how the superseded data were derived.
 LB2542
 LB2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4587074016(NAD 83)
 LB2542_MARKER: DS = TRIANGULATION STATION DISK
 LB2542_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 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 = OCTOBER  6, 2006
 LA2386 ***********************************************************************
 LA2386  DESIGNATION -  GENEVA MUNICIPAL TANK
 LA2386  PID         -  LA2386
 LA2386  STATE/COUNTY-  IN/ADAMS
 LA2386  USGS QUAD   -  GENEVA (1994)
 LA2386
 LA2386                         *CURRENT SURVEY CONTROL
 LA2386  ___________________________________________________________________
 LA2386* NAD 83(1997)-  40 35 29.85592(N)    084 57 33.34961(W)     ADJUSTED  
 LA2386* NAVD 88     -                                                        
 LA2386  ___________________________________________________________________
 LA2386  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 LA2386  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 LA2386
 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
 LA2386.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2386
 LA2386.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2386
 LA2386  NAD 83(1995)-  40 35 29.85612(N)    084 57 33.35192(W) AD(       ) 4
 LA2386  NAD 83(1986)-  40 35 29.85853(N)    084 57 33.36469(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2386.See file dsdata.txt to determine how the superseded data were derived.
 LA2386
 LA2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7269095427(NAD 83)
 LA2386
 LA2386  HISTORY     - Date     Condition        Report By
 LA2386  HISTORY     - UNK      MONUMENTED
 LA2386  HISTORY     - 1955     SEE DESCRIPTION  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 = OCTOBER  6, 2006
 LA2385 ***********************************************************************
 LA2385  DESIGNATION -  GENEVA RESET
 LA2385  PID         -  LA2385
 LA2385  STATE/COUNTY-  IN/ADAMS
 LA2385  USGS QUAD   -  GENEVA (1994)
 LA2385
 LA2385                         *CURRENT SURVEY CONTROL
 LA2385  ___________________________________________________________________
 LA2385* NAD 83(1997)-  40 35 41.54115(N)    084 57 33.89129(W)     ADJUSTED  
 LA2385* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 LA2385  ___________________________________________________________________
 LA2385  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 LA2385  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 LA2385
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2385
 LA2385.The geoid height was determined by GEOID03.
 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     -   0.99996466  x   1.00001076  =   0.99997542
 LA2385!UTM  16      -   0.99996466  x   0.99996699  =   0.99993165
 LA2385
 LA2385:                Primary Azimuth Mark                     Grid Az
 LA2385:SPC IN E     -  BERNE DUNBAR FURNITURE CORP TK           006 29 09.9
 LA2385:UTM  16      -  BERNE DUNBAR FURNITURE CORP TK           005 37 05.4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2385.See file dsdata.txt to determine how the superseded data were derived.
 LA2385
 LA2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7266995787(NAD 83)
 LA2385_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2385_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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,
 LA2385'0.05 MILE EAST OF U.S. HIGHWAY 27, 44 FEET NORTH OF A WIRE FENCE, 18
 LA2385'FEET WEST-NORTHWEST OF A POWERLINE
 LA2385'POLE AND 15 FEET NORTHWEST OF THE NORTHWEST CORNER
 LA2385'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
 LA2385'NORTH ON U.S. HIGHWAY 27 FOR 0.3 MILE TO THE BALL FIELD ON THE RIGHT
 LA2385'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
 LA2385'HOME OF MR. M.H. MCCLAIN ON THE LEFT AND THE AZIMUTH MARK ON THE
 LA2385'RIGHT AS DESCRIBED.
 LA2385'
 LA2385'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2385'GENEVA 1955.  *
 LA2385'REFERENCE MARK 1 IS 30 FEET
 LA2385'WEST-SOUTHWEST OF A POWERLINE POLE.  THE MARK IS FLUSH
 LA2385'WITH THE GROUND, AND THE DISK IS STAMPED
 LA2385'GENEVA NO 1 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
 LA2385'FLUSH WITH THE GROUND, AND THE DISK IS 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
 LA2385'POLE, AND 1 FOOT SOUTH OF A WHITE 4 INCH X 4 INCH WITNESS POST.  THE
 LA2385'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
 LA2385'CONDITION AND THE TOTALLY OBSTRUCTED AZIMUTH MARK.  A NEW AZIMUTH
 LA2385'MARK WAS ESTABLISHED FROM A
 LA2385'WATER TANK INITIAL, THE DISK OF THE OLD AZIMUTH MARK WAS RECLAIMED,
 LA2385'AND TWO NEW REFERENCE MARKS, NOS. 3 AND
 LA2385'4, WERE ESTABLISHED.  THE SUBSURFACE STATION MARK
 LA2385'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
 LA2385'LINE OF WASHINGTON STREET, 38 FEET NNE OF CENTER LINE OF LINCOLN
 LA2385'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,
 LA2385'STANDARD DISKS STAMPED GENEVA 1955 1963 ARE SET IN 1B
 LA2385'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
 LA2385'OR 17.730 METERS WNW OF STATION
 LA2385'IN AZIMUTH 116 DEG 49 MIN FROM STATION, 57 FEET SW OF SW CORNER OF A
 LA2385'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
 LA2385'OR 13.695 METERS NE IN AZIMUTH
 LA2385'235 DEG 38 MIN FROM STATION, 39-1/2 FEET S OF PLANE OF S SAID WALL,
 LA2385'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
 LA2385'SEC FROM STATION, ONE-HALF BLOCK W OF NO. 27 U. S. HWY., 70 FEET E OF
 LA2385'CENTER LINE OF AN ALLEY, 19 FEET S OF
 LA2385'CENTER LINE OF LINCOLN ST., AND 0.5 FOOT LOWER THAN SAME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1982 ***********************************************************************
 JA1982  DESIGNATION -  GENTRY
 JA1982  PID         -  JA1982
 JA1982  STATE/COUNTY-  IN/WARRICK
 JA1982  USGS QUAD   -  CHRISNEY (1988)
 JA1982
 JA1982                         *CURRENT SURVEY CONTROL
 JA1982  ___________________________________________________________________
 JA1982* NAD 83(1997)-  38 07 18.70408(N)    087 01 38.31212(W)     ADJUSTED  
 JA1982* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 JA1982  ___________________________________________________________________
 JA1982  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 JA1982  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 JA1982
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1982
 JA1982.The geoid height was determined by GEOID03.
 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     -   0.99998270  x   0.99996696  =   0.99994966
 JA1982!UTM  16      -   0.99998270  x   0.99960007  =   0.99958278
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1982.See file dsdata.txt to determine how the superseded data were derived.
 JA1982
 JA1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9760619336(NAD 83)
 JA1982_MARKER: DS = TRIANGULATION STATION DISK
 JA1982_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 MD1474 ***********************************************************************
 MD1474  DESIGNATION -  GEORGE
 MD1474  PID         -  MD1474
 MD1474  STATE/COUNTY-  IN/STEUBEN
 MD1474  USGS QUAD   -  ANGOLA WEST (1992)
 MD1474
 MD1474                         *CURRENT SURVEY CONTROL
 MD1474  ___________________________________________________________________
 MD1474* NAD 83(1997)-  41 44 44.11826(N)    085 00 00.75834(W)     ADJUSTED  
 MD1474* NAVD 88     -       310.     (meters)    1017.     (feet)  SCALED    
 MD1474  ___________________________________________________________________
 MD1474  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 MD1474  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MD1474
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1474
 MD1474.The geoid height was determined by GEOID03.
 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;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!UTM  16      -   0.99995663  x   0.99994025  =   0.99989688
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1474.See file dsdata.txt to determine how the superseded data were derived.
 MD1474
 MD1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6628023462(NAD 83)
 MD1474_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1474_SETTING: 80 = SET IN A BOULDER
 MD1474_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MD1474
 MD1474  HISTORY     - Date     Condition        Report By
 MD1474  HISTORY     - 1946     MONUMENTED       CGS
 MD1474  HISTORY     - 1956     SEE DESCRIPTION  CGS
 MD1474  HISTORY     - 1960     SEE DESCRIPTION  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 = OCTOBER  6, 2006
 LB2360 ***********************************************************************
 LB2360  DESIGNATION -  GERMAN
 LB2360  PID         -  LB2360
 LB2360  STATE/COUNTY-  IN/CASS
 LB2360  USGS QUAD   -  TWELVE MILE (1991)
 LB2360
 LB2360                         *CURRENT SURVEY CONTROL
 LB2360  ___________________________________________________________________
 LB2360* NAD 83(1997)-  40 49 03.00764(N)    086 11 30.71953(W)     ADJUSTED  
 LB2360* NAVD 88     -       224.26   (+/-2cm)     735.8    (feet)  VERTCON   
 LB2360  ___________________________________________________________________
 LB2360  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 LB2360  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 LB2360
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2360
 LB2360.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2360
 LB2360.The geoid height was determined by GEOID03.
 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     -   0.99997016  x   0.99999082  =   0.99996098
 LB2360!UTM  16      -   0.99997016  x   0.99965717  =   0.99962734
 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 (07/19/86)  224.38   (m)          736.2    (f) LEVELING    3  
 LB2360
 LB2360.Superseded values are not recommended for survey control.
 LB2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2360.See file dsdata.txt to determine how the superseded data were derived.
 LB2360
 LB2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6815318813(NAD 83)
 LB2360_MARKER: DS = TRIANGULATION STATION DISK
 LB2360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2262 ***********************************************************************
 ME2262  DESIGNATION -  GEYER
 ME2262  PID         -  ME2262
 ME2262  STATE/COUNTY-  IN/ST JOSEPH
 ME2262  USGS QUAD   -  LYDICK (1969)
 ME2262
 ME2262                         *CURRENT SURVEY CONTROL
 ME2262  ___________________________________________________________________
 ME2262* NAD 83(1997)-  41 42 31.35046(N)    086 25 30.04120(W)     ADJUSTED  
 ME2262* NAVD 88     -       222.     (meters)     728.     (feet)  SCALED    
 ME2262  ___________________________________________________________________
 ME2262  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 ME2262  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 ME2262
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2262
 ME2262.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2262.See file dsdata.txt to determine how the superseded data were derived.
 ME2262
 ME2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4783617595(NAD 83)
 ME2262_MARKER: DS = TRIANGULATION STATION DISK
 ME2262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2262
 ME2262  HISTORY     - Date     Condition        Report By
 ME2262  HISTORY     - 1952     MONUMENTED       CGS
 ME2262  HISTORY     - 1958     GOOD             CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1364 ***********************************************************************
 LA1364  DESIGNATION -  GG 195
 LA1364  PID         -  LA1364
 LA1364  STATE/COUNTY-  IN/MADISON
 LA1364  USGS QUAD   -  POINT ISABEL (1994)
 LA1364
 LA1364                         *CURRENT SURVEY CONTROL
 LA1364  ___________________________________________________________________
 LA1364* NAD 83(1986)-  40 22 35.     (N)    085 47 09.     (W)     SCALED    
 LA1364* NAVD 88     -       273.728  (meters)     898.06   (feet)  ADJUSTED  
 LA1364  ___________________________________________________________________
 LA1364  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 LA1364  DYNAMIC HT  -         273.586 (meters)     897.59  (feet)  COMP
 LA1364  MODELED GRAV-     980,097.9   (mgal)                       NAVD 88
 LA1364
 LA1364  VERT ORDER  -  SECOND    CLASS 0
 LA1364
 LA1364.The horizontal coordinates were scaled from a topographic map and have
 LA1364.an estimated accuracy of +/- 6 seconds.
 LA1364
 LA1364.The orthometric height was determined by differential leveling
 LA1364.and adjusted by the National Geodetic Survey in June 1991..
 LA1364
 LA1364.The geoid height was determined by GEOID03.
 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     -   569,320.       89,880.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1364.See file dsdata.txt to determine how the superseded data were derived.
 LA1364
 LA1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK030702(NAD 83)
 LA1364_MARKER: DD = SURVEY DISK
 LA1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1364_STAMPING: GG 195 1946
 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             NGS
 LA1364
 LA1364                          STATION DESCRIPTION
 LA1364
 LA1364'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1165 ***********************************************************************
 JA1165  DESIGNATION -  GIB 1 INFCC
 JA1165  PID         -  JA1165
 JA1165  STATE/COUNTY-  IN/GIBSON
 JA1165  USGS QUAD   -  MOUNT CARMEL (1989)
 JA1165
 JA1165                         *CURRENT SURVEY CONTROL
 JA1165  ___________________________________________________________________
 JA1165* NAD 83(1986)-  38 23 58.     (N)    087 45 04.     (W)     SCALED    
 JA1165* NAVD 88     -       122.626  (meters)     402.32   (feet)  ADJUSTED  
 JA1165  ___________________________________________________________________
 JA1165  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 JA1165  DYNAMIC HT  -         122.548 (meters)     402.06  (feet)  COMP
 JA1165  MODELED GRAV-     979,990.2   (mgal)                       NAVD 88
 JA1165
 JA1165  VERT ORDER  -  FIRST     CLASS II
 JA1165
 JA1165.The horizontal coordinates were scaled from a topographic map and have
 JA1165.an estimated accuracy of +/- 6 seconds.
 JA1165
 JA1165.The orthometric height was determined by differential leveling
 JA1165.and adjusted by the National Geodetic Survey in June 1991..
 JA1165
 JA1165.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1165.See file dsdata.txt to determine how the superseded data were derived.
 JA1165
 JA1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH344504(NAD 83)
 JA1165_MARKER: DD = SURVEY DISK
 JA1165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1165_SP_SET: BRIDGE
 JA1165_STAMPING: GIB 1 1954
 JA1165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1165
 JA1165  HISTORY     - Date     Condition        Report By
 JA1165  HISTORY     - 1954     MONUMENTED       INFCC
 JA1165  HISTORY     - 1965     GOOD             NGS
 JA1165
 JA1165                          STATION DESCRIPTION
 JA1165
 JA1165'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1920 ***********************************************************************
 KA1920  DESIGNATION -  GIBSON
 KA1920  PID         -  KA1920
 KA1920  STATE/COUNTY-  IN/MARION
 KA1920  USGS QUAD   -  INDIANAPOLIS EAST (1980)
 KA1920
 KA1920                         *CURRENT SURVEY CONTROL
 KA1920  ___________________________________________________________________
 KA1920* NAD 83(1997)-  39 51 53.90248(N)    086 06 04.63318(W)     ADJUSTED  
 KA1920* NAVD 88     -       236.51   (+/-2cm)     775.9    (feet)  VERTCON   
 KA1920  ___________________________________________________________________
 KA1920  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 KA1920  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KA1920
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1920
 KA1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1920
 KA1920.The geoid height was determined by GEOID03.
 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     -   0.99996819  x   0.99998368  =   0.99995187
 KA1920!UTM  16      -   0.99996819  x   0.99967274  =   0.99964094
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  236.64   (m)          776.4    (f) LEVELING    3  
 KA1920
 KA1920.Superseded values are not recommended for survey control.
 KA1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1920.See file dsdata.txt to determine how the superseded data were derived.
 KA1920
 KA1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7686513157(NAD 83)
 KA1920_MARKER: DS = TRIANGULATION STATION DISK
 KA1920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA2016 ***********************************************************************
 JA2016  DESIGNATION -  GIBSON
 JA2016  PID         -  JA2016
 JA2016  STATE/COUNTY-  IN/GIBSON
 JA2016  USGS QUAD   -  PRINCETON (1989)
 JA2016
 JA2016                         *CURRENT SURVEY CONTROL
 JA2016  ___________________________________________________________________
 JA2016* NAD 83(1997)-  38 17 22.44754(N)    087 34 02.25005(W)     ADJUSTED  
 JA2016* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 JA2016  ___________________________________________________________________
 JA2016  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 JA2016  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JA2016
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2016
 JA2016.The geoid height was determined by GEOID03.
 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     -   0.99998078  x   0.99998873  =   0.99996952
 JA2016!UTM  16      -   0.99998078  x   0.99963031  =   0.99961110
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2016.See file dsdata.txt to determine how the superseded data were derived.
 JA2016
 JA2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5039038096(NAD 83)
 JA2016_MARKER: DS = TRIANGULATION STATION DISK
 JA2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2016_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JA2016
 JA2016  HISTORY     - Date     Condition        Report By
 JA2016  HISTORY     - 1968     MONUMENTED       CGS
 JA2016
 JA2016                          STATION DESCRIPTION
 JA2016
 JA2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2016'THE STATION IS LOCATED 4 MILES SOUTH OF PRINCETON, 2.5 MILES
 JA2016'NORTH-NORTHEAST OF
 JA2016'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
 JA2016'WEST EDGE OF PRINCETON, GO SOUTH ON U S HIGHWAY 41
 JA2016'FOR 4.5 MILES TO THE AZIMUTH MARK ON
 JA2016'THE RIGHT.  CONTINUE SOUTH ON U
 JA2016'S 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
 JA2016'FEET EAST OF THE CENTERLINE OF THE NORTH BOUND
 JA2016'LANE OF TRAFFIC, 6 FEET SOUTHWEST OF
 JA2016'A WITNESS POST AND 4 FEET WEST
 JA2016'OF THE 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
 JA2016'OF THE CENTERLINE OF THE NORTHBOUND LANE OF
 JA2016'TRAFFIC, 2 FEET WEST OF THE WEST EDGE
 JA2016'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
 JA2016'OF THE NORTHBOUND LANE OF TRAFFIC, 7.4 FEET WEST
 JA2016'OF THE WEST EDGE OF A CULTIVATED
 JA2016'FIELD AND 2.3 FEET NORTHEAST OF A WITNESS POST.
 JA2016'
 JA2016'AZ MK, STAMPED GIBSON 1967, PROJECTS 7 INCHES.  IT IS 56 FEET WEST OF
 JA2016'THE CENTERLINE OF
 JA2016'THE SOUTHBOUND LANE OF TRAFFIC, 2.2 FEET SOUTH OF
 JA2016'A POWER POLE AND 2.2 FEET NORTHEAST
 JA2016'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 = OCTOBER  6, 2006
 ME2540 ***********************************************************************
 ME2540  DESIGNATION -  GIFFORD
 ME2540  PID         -  ME2540
 ME2540  STATE/COUNTY-  IN/JASPER
 ME2540  USGS QUAD   -  GIFFORD (1962)
 ME2540
 ME2540                         *CURRENT SURVEY CONTROL
 ME2540  ___________________________________________________________________
 ME2540* NAD 83(1997)-  41 02 33.21249(N)    087 03 55.85648(W)     ADJUSTED  
 ME2540* NAVD 88     -       211.     (meters)     692.     (feet)  SCALED    
 ME2540  ___________________________________________________________________
 ME2540  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 ME2540  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 ME2540
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2540
 ME2540.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 ME2540| PID    Reference Object                     Distance      Geod. Az  |
 ME2540|                                                           dddmmss.s |
 ME2540| CM3550 GIFFORD RM 1                         26.600 METERS 16135     |
 ME2540| CM3549 GIFFORD AZ MK                                      1764936.0 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2540.See file dsdata.txt to determine how the superseded data were derived.
 ME2540
 ME2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9449443484(NAD 83)
 ME2540_MARKER: DS = TRIANGULATION STATION DISK
 ME2540_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 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
 ME2540'AND ABOUT 2 MILES SOUTH OF THE VILLAGE OF GIFFORD.  IT IS 52 FEET
 ME2540'WEST OF THE CENTER OF A GRAVEL ROAD,
 ME2540'17 FEET SOUTHWEST OF A WHITE WITNESS POST AND 16 FEET SOUTH
 ME2540'OF A FENCE.  THE MARK IS ABOUT 12 INCHES
 ME2540'UNDERGROUND AND THE DISK IS STAMPED GIFFORD
 ME2540'1952.
 ME2540'
 ME2540'REFERENCE MARK NO. 1 IS 24 FEET WEST OF THE CENTER OF THE GRAVEL
 ME2540'ROAD.  THE MARK PROJECTS
 ME2540'ABOUT 6 INCHES AND THE DISK IS STAMPED GIFFORD NO 1 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
 ME2540'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,
 ME2540'2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE
 ME2540'MARK PROJECTS ABOUT 8 INCHES AND
 ME2540'THE DISK 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
 ME2540'NORTH OF RENSSELAER, GO EAST ON HIGHWAY 14 FOR 4.4 MILES TO A GRAVEL
 ME2540'CROSSROAD.  TURN LEFT AND GO
 ME2540'NORTH ON GRAVEL ROAD FOR 0.75 MILE TO THE AZIMUTH MARK
 ME2540'ON THE RIGHT AS DESCRIBED.  CONTINUE NORTH ON
 ME2540'GRAVEL ROAD FOR 0.3 MILE TO THE STATION
 ME2540'ON THE LEFT AS DESCRIBED.
 ME2540'
 ME2540'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2166 ***********************************************************************
 LB2166  DESIGNATION -  GILBOA
 LB2166  PID         -  LB2166
 LB2166  STATE/COUNTY-  IN/BENTON
 LB2166  USGS QUAD   -  MOUNT GILBOA (1962)
 LB2166
 LB2166                         *CURRENT SURVEY CONTROL
 LB2166  ___________________________________________________________________
 LB2166* NAD 83(1997)-  40 41 29.34878(N)    087 09 13.20203(W)     ADJUSTED  
 LB2166* NAVD 88     -       231.     (meters)     758.     (feet)  SCALED    
 LB2166  ___________________________________________________________________
 LB2166  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 LB2166  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 LB2166
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2166
 LB2166.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2166.See file dsdata.txt to determine how the superseded data were derived.
 LB2166
 LB2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8701604521(NAD 83)
 LB2166_MARKER: DS = TRIANGULATION STATION DISK
 LB2166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2352 ***********************************************************************
 LB2352  DESIGNATION -  GILEAD
 LB2352  PID         -  LB2352
 LB2352  STATE/COUNTY-  IN/MIAMI
 LB2352  USGS QUAD   -  DEEDSVILLE (1992)
 LB2352
 LB2352                         *CURRENT SURVEY CONTROL
 LB2352  ___________________________________________________________________
 LB2352* NAD 83(1997)-  40 58 02.82804(N)    086 01 08.63864(W)     ADJUSTED  
 LB2352* NAVD 88     -       260.     (meters)     853.     (feet)  SCALED    
 LB2352  ___________________________________________________________________
 LB2352  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 LB2352  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 LB2352
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2352
 LB2352.The geoid height was determined by GEOID03.
 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     -   0.99996455  x   0.99997749  =   0.99994204
 LB2352!UTM  16      -   0.99996455  x   0.99968385  =   0.99964841
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2352.See file dsdata.txt to determine how the superseded data were derived.
 LB2352
 LB2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8253935607(NAD 83)
 LB2352_MARKER: DS = TRIANGULATION STATION DISK
 LB2352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2388 ***********************************************************************
 ME2388  DESIGNATION -  GILLAM
 ME2388  PID         -  ME2388
 ME2388  STATE/COUNTY-  IN/JASPER
 ME2388  USGS QUAD   -  MEDARYVILLE (1962)
 ME2388
 ME2388                         *CURRENT SURVEY CONTROL
 ME2388  ___________________________________________________________________
 ME2388* NAD 83(1997)-  41 01 28.71611(N)    086 57 17.77930(W)     ADJUSTED  
 ME2388* NAVD 88     -       220.     (meters)     722.     (feet)  SCALED    
 ME2388  ___________________________________________________________________
 ME2388  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 ME2388  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 ME2388
 ME2388  HORZ ORDER  -  SECOND
 ME2388
 ME2388.The horizontal coordinates were established by classical geodetic methods
 ME2388.and adjusted by the National Geodetic Survey in May 1999..
 ME2388
 ME2388.The orthometric height was scaled from a topographic map.
 ME2388
 ME2388.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2388
 ME2388.The geoid height was determined by GEOID03.
 ME2388
 ME2388;                    North         East     Units Scale Factor Converg.
 ME2388;SPC IN W     -   641,302.794   910,798.124   MT  0.99996810   +0 05 03.4
 ME2388;SPC IN W     - 2,104,007.58  2,988,176.85   sFT  0.99996810   +0 05 03.4
 ME2388;UTM  16      - 4,541,493.693   503,788.313   MT  0.99960018   +0 01 46.5
 ME2388
 ME2388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2388!SPC IN W     -   0.99997079  x   0.99996810  =   0.99993889
 ME2388!UTM  16      -   0.99997079  x   0.99960018  =   0.99957098
 ME2388
 ME2388|---------------------------------------------------------------------|
 ME2388| PID    Reference Object                     Distance      Geod. Az  |
 ME2388|                                                           dddmmss.s |
 ME2388| CM3558 GILLAM RM 1                          25.042 METERS 00039     |
 ME2388| CM3559 GILLAM RM 2                          23.866 METERS 15132     |
 ME2388| CM3557 GILLAM AZ MK                                       3511938.3 |
 ME2388|---------------------------------------------------------------------|
 ME2388
 ME2388                          SUPERSEDED SURVEY CONTROL
 ME2388
 ME2388  NAD 83(1986)-  41 01 28.72180(N)    086 57 17.78832(W) AD(       ) 2
 ME2388  NAD 27      -  41 01 28.58040(N)    086 57 17.71390(W) AD(       ) 2
 ME2388
 ME2388.Superseded values are not recommended for survey control.
 ME2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2388.See file dsdata.txt to determine how the superseded data were derived.
 ME2388
 ME2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0378841494(NAD 83)
 ME2388_MARKER: DS = TRIANGULATION STATION DISK
 ME2388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2388
 ME2388  HISTORY     - Date     Condition        Report By
 ME2388  HISTORY     - 1947     MONUMENTED       CGS
 ME2388  HISTORY     - 1969     SEE DESCRIPTION  CGS
 ME2388
 ME2388                          STATION DESCRIPTION
 ME2388
 ME2388'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 ME2388'STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF RENSSELAER AND 4.5
 ME2388'MILES NORTHWEST OF
 ME2388'FRANCESVILLE ON PROPERTY OWNED BY BRYAN ODOM.  IT IS 41 FEET
 ME2388'SOUTHEAST OF THE SOUTHEAST CORNER OF A
 ME2388'TOOL SHED, 26 FEET WEST OF THE CENTER OF A DIRT ROAD, 9 FEET NORTH
 ME2388'OF A WHITE WITNESS POST AND 1 FOOT WEST
 ME2388'OF A NORTH-SOUTH FENCE LINE.  THE MARK IS FLUSH AND
 ME2388'THE DISK IS STAMPED GILLAM 1947.
 ME2388'
 ME2388'REFERENCE MARK NO. 1 IS 82.16 FEET NORTH OF THE STATION.  IT IS 24
 ME2388'FEET WEST OF THE CENTER OF THE
 ME2388'DIRT ROAD AND 1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS ABOUT 2
 ME2388'INCHES AND THE DISK IS STAMPED GILLAM
 ME2388'NO 1 1947.
 ME2388'
 ME2388'REFERENCE MARK NO. 2 IS 78.30 FEET SOUTHEAST OF THE STATION.  IT IS
 ME2388'17 FEET EAST OF THE CENTER OF
 ME2388'THE DIRT ROAD AND 1 FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS 2
 ME2388'INCHES AND THE DISK IS STAMPED GILLAM
 ME2388'NO 2 1947.
 ME2388'
 ME2388'AZIMUTH MARK IS 0.2 MILE NORTHWEST OF THE STATION.  IT IS 178 FEET
 ME2388'WEST OF A NORTH-SOUTH GRAVEL ROAD, 36
 ME2388'FEET NORTH OF THE CENTER OF STATE HIGHWAY NO. 14 AND 3 FEET SOUTH
 ME2388'OF A WHITE WITNESS POST.  THE MARK
 ME2388'PROJECTS 3 INCHES AND THE DISK IS STAMPED GILLAM 1947.
 ME2388'
 ME2388'TO REACH THE STATION FROM THE NORHTEAST CORNER OF THE COURTHOUSE
 ME2388'SQUARE IN RENSSELAER GO
 ME2388'NORTH ON STATE HIGHWAY NO 51 FOR 6.25 MILE TO THE JUNCTION OF STATE
 ME2388'HIGHWAY NO. 14, TURN RIGHT AND GO EAST
 ME2388'ON HIGHWAY NO. 14 FOR 10.35 MILES TO THE AZIMUTH MARK ON
 ME2388'THE LEFT, CONTINUE EAST FOR 0.05 MILE TO A
 ME2388'CROSSROAD, TURN RIGHT AND GO SOUTH FOR 0.15
 ME2388'MILE TO THE HIGHEST POINT OF GROUND AND STATION ON RIGHT AS
 ME2388'DESCRIBED.
 ME2388'
 ME2388'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2388
 ME2388                          STATION RECOVERY (1969)
 ME2388
 ME2388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 ME2388'THE SURFACE STATION MARK MONUMENT WAS FOUND UPROOTED AND ABOUT 300
 ME2388'FEET SOUTH OF THE
 ME2388'AREA OF THE STATION MARK.  REFERENCE MARK 1 WAS FOUND
 ME2388'UPROOTED AND IN AN APPLE ORCHARD.
 ME2388'REFERENCE MARK 2 WAS NOT FOUND AND
 ME2388'IS ASSUMED DESTROYED ALSO.  ACCORDING TO THE PROPERTY
 ME2388'OWNER A FEW YEARS
 ME2388'AGO THE ROAD WAS WIDENED AND THE FENCES MOVED AND IT IS ASSUMED THAT
 ME2388'ALL 3 MARKS AT THE
 ME2388'STATION SITE WERE DESTROYED.  THE AZIMUTH MARK WAS
 ME2388'FOUND AS DESCRIBED AND IN GOOD
 ME2388'CONDITION.
 ME2388'
 ME2388'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4-1/2 MILES
 ME2388'NORTHWEST OF FRANCISVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3336 ***********************************************************************
 JZ3336  DESIGNATION -  GLASGOW
 JZ3336  PID         -  JZ3336
 JZ3336  STATE/COUNTY-  IN/RIPLEY
 JZ3336  USGS QUAD   -  VERSAILLES (1994)
 JZ3336
 JZ3336                         *CURRENT SURVEY CONTROL
 JZ3336  ___________________________________________________________________
 JZ3336* NAD 83(1997)-  39 06 18.59380(N)    085 17 49.61700(W)     ADJUSTED  
 JZ3336* NAVD 88     -       301.5    (meters)     989.     (feet)  VERTCON   
 JZ3336  ___________________________________________________________________
 JZ3336  X           -     406,350.582 (meters)                     COMP
 JZ3336  Y           -  -4,939,493.088 (meters)                     COMP
 JZ3336  Z           -   4,001,552.211 (meters)                     COMP
 JZ3336  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 JZ3336  ELLIP HEIGHT-         267.50  (meters)          (05/25/99) GPS OBS
 JZ3336  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3336
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3336
 JZ3336.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3336
 JZ3336.The ellipsoidal height was determined by GPS observations
 JZ3336.and is referenced to NAD 83.
 JZ3336
 JZ3336.The geoid height was determined by GEOID03.
 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     -  OSGOOD MUNICIPAL TANK                    003 40 56.0
 JZ3336:UTM  16      -  OSGOOD MUNICIPAL TANK                    002 50 27.7
 JZ3336
 JZ3336|---------------------------------------------------------------------|
 JZ3336| PID    Reference Object                     Distance      Geod. Az  |
 JZ3336|                                                           dddmmss.s |
 JZ3336| JZ3333 OSGOOD MUNICIPAL TANK               APPROX. 2.5 KM 0035455.1 |
 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 09126     |
 JZ3336| JZ1879 GLASGOW RM 2                        171.196 METERS 17322     |
 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  NGVD 29 (02/23/89)  301.7    (m)          990.     (f) GPS OBS        
 JZ3336
 JZ3336.Superseded values are not recommended for survey control.
 JZ3336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3336.See file dsdata.txt to determine how the superseded data were derived.
 JZ3336
 JZ3336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4724229827(NAD 83)
 JZ3336_MARKER: DS = TRIANGULATION STATION DISK
 JZ3336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3336_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 JZ1878 ***********************************************************************
 JZ1878  DESIGNATION -  GLASGOW RM 1
 JZ1878  PID         -  JZ1878
 JZ1878  STATE/COUNTY-  IN/RIPLEY
 JZ1878  USGS QUAD   -  VERSAILLES (1994)
 JZ1878
 JZ1878                         *CURRENT SURVEY CONTROL
 JZ1878  ___________________________________________________________________
 JZ1878* NAD 83(1986)-  39 06 18.     (N)    085 17 49.     (W)     SCALED    
 JZ1878* NAVD 88     -       302.005  (meters)     990.83   (feet)  POSTED    
 JZ1878  ___________________________________________________________________
 JZ1878  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ1878  DYNAMIC HT  -         301.810 (meters)     990.19  (feet)  COMP
 JZ1878  MODELED GRAV-     979,972.4   (mgal)                       NAVD 88
 JZ1878
 JZ1878  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JZ1878
 JZ1878.The horizontal coordinates were scaled from a topographic map and have
 JZ1878.an estimated accuracy of +/- 6 seconds.
 JZ1878
 JZ1878.The orthometric height was determined by differential leveling
 JZ1878.and adjusted by the National Geodetic Survey in 1992..
 JZ1878.No vertical observational check was made to the station.
 JZ1878.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JZ1878.was located on a no-check spur therefore a value was not computed.
 JZ1878
 JZ1878.The geoid height was determined by GEOID03.
 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     -   428,220.      131,980.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1878.See file dsdata.txt to determine how the superseded data were derived.
 JZ1878
 JZ1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ472298(NAD 83)
 JZ1878_MARKER: DR = REFERENCE MARK DISK
 JZ1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1878_STAMPING: RM NO 1 GLASGOW
 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             NGS
 JZ1878
 JZ1878                          STATION DESCRIPTION
 JZ1878
 JZ1878'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 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  USGS QUAD   -  VERSAILLES (1994)
 JZ1879
 JZ1879                         *CURRENT SURVEY CONTROL
 JZ1879  ___________________________________________________________________
 JZ1879* NAD 83(1997)-  39 06 13.07948(N)    085 17 48.79438(W)     ADJUSTED  
 JZ1879* NAVD 88     -       303.077  (meters)     994.35   (feet)  POSTED    
 JZ1879  ___________________________________________________________________
 JZ1879  X           -     406,379.169 (meters)                     COMP
 JZ1879  Y           -  -4,939,599.490 (meters)                     COMP
 JZ1879  Z           -   4,001,421.160 (meters)                     COMP
 JZ1879  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 JZ1879  ELLIP HEIGHT-         268.95  (meters)          (04/10/98) GPS OBS
 JZ1879  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ1879  DYNAMIC HT  -         302.880 (meters)     993.70  (feet)  COMP
 JZ1879  MODELED GRAV-     979,972.2   (mgal)                       NAVD 88
 JZ1879
 JZ1879  HORZ ORDER  -  B
 JZ1879  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JZ1879  ELLP ORDER  -  FOURTH    CLASS I
 JZ1879
 JZ1879.The horizontal coordinates were established by GPS observations
 JZ1879.and adjusted by the National Geodetic Survey in April 1998..
 JZ1879
 JZ1879.The orthometric height was determined by differential leveling
 JZ1879.and adjusted by the National Geodetic Survey in 1992..
 JZ1879.No vertical observational check was made to the station.
 JZ1879.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JZ1879.was located on a no-check spur therefore a value was not computed.
 JZ1879
 JZ1879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ1879
 JZ1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ1879
 JZ1879.The ellipsoidal height was determined by GPS observations
 JZ1879.and is referenced to NAD 83.
 JZ1879
 JZ1879.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JZ1879;SPC IN E     -   428,065.999   131,984.854   MT  0.99997926   +0 13 59.6
 JZ1879;SPC IN E     - 1,404,413.20    433,020.31   sFT  0.99997926   +0 13 59.6
 JZ1879;UTM  16      - 4,329,657.675   647,264.623   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  =   0.99982485
 JZ1879
 JZ1879                          SUPERSEDED SURVEY CONTROL
 JZ1879
 JZ1879  NAVD 88 (04/10/98)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1879.See file dsdata.txt to determine how the superseded data were derived.
 JZ1879
 JZ1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4726529658(NAD 83)
 JZ1879_MARKER: DR = REFERENCE MARK DISK
 JZ1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1879_SP_SET: 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             NGS
 JZ1879  HISTORY     - 19860821 GOOD             NGS
 JZ1879  HISTORY     - 19970821 GOOD             SEC
 JZ1879
 JZ1879                          STATION DESCRIPTION
 JZ1879
 JZ1879'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8172 ***********************************************************************
 AH8172  DESIGNATION -  GLASGOW RM 2 DISTURBED
 AH8172  PID         -  AH8172
 AH8172  STATE/COUNTY-  IN/RIPLEY
 AH8172  USGS QUAD   -  VERSAILLES (1994)
 AH8172
 AH8172                         *CURRENT SURVEY CONTROL
 AH8172  ___________________________________________________________________
 AH8172* NAD 83(1997)-  39 06 13.07348(N)    085 17 48.79308(W)     ADJUSTED  
 AH8172* NAVD 88     -       302.96   (meters)     994.0    (feet)  LEVELING  
 AH8172  ___________________________________________________________________
 AH8172  X           -     406,379.205 (meters)                     COMP
 AH8172  Y           -  -4,939,599.558 (meters)                     COMP
 AH8172  Z           -   4,001,420.979 (meters)                     COMP
 AH8172  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AH8172  ELLIP HEIGHT-         268.89  (meters)          (03/12/99) GPS OBS
 AH8172  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 AH8172
 AH8172  HORZ ORDER  -  B
 AH8172  VERT ORDER  -  THIRD ?
 AH8172  ELLP ORDER  -  SECOND    CLASS I
 AH8172
 AH8172.The horizontal coordinates were established by GPS observations
 AH8172.and adjusted by the National Geodetic Survey in March 1999..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8172
 AH8172.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8172
 AH8172.The ellipsoidal height was determined by GPS observations
 AH8172.and is referenced to NAD 83.
 AH8172
 AH8172.The geoid height was determined by GEOID03.
 AH8172
 AH8172;                    North         East     Units Scale Factor Converg.
 AH8172;SPC IN E     -   428,065.814   131,984.886   MT  0.99997926   +0 13 59.6
 AH8172;SPC IN E     - 1,404,412.59    433,020.41   sFT  0.99997926   +0 13 59.6
 AH8172;UTM  16      - 4,329,657.491   647,264.658   MT  0.99986704   +1 04 27.8
 AH8172
 AH8172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8172!SPC IN E     -   0.99995781  x   0.99997926  =   0.99993708
 AH8172!UTM  16      -   0.99995781  x   0.99986704  =   0.99982486
 AH8172
 AH8172                          SUPERSEDED SURVEY CONTROL
 AH8172
 AH8172.No superseded survey control is available for this station.
 AH8172
 AH8172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4726529657(NAD 83)
 AH8172_MARKER: DR = REFERENCE MARK DISK
 AH8172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8172_STAMPING: GLASGOW 1890
 AH8172_PROJECTION: FLUSH
 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 - July 20, 1998
 AH8172
 AH8172  HISTORY     - Date     Condition        Report By
 AH8172  HISTORY     - UNK      MONUMENTED
 AH8172  HISTORY     - 19980720 GOOD             WOOLPT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2195 ***********************************************************************
 LA2195  DESIGNATION -  GOLF
 LA2195  PID         -  LA2195
 LA2195  STATE/COUNTY-  IN/GRANT
 LA2195  USGS QUAD   -  MARION (1992)
 LA2195
 LA2195                         *CURRENT SURVEY CONTROL
 LA2195  ___________________________________________________________________
 LA2195* NAD 83(1997)-  40 34 54.84940(N)    085 40 42.33686(W)     ADJUSTED  
 LA2195* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 LA2195  ___________________________________________________________________
 LA2195  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 LA2195  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LA2195
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2195
 LA2195.The geoid height was determined by GEOID03.
 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  =   0.99993161
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2195.See file dsdata.txt to determine how the superseded data were derived.
 LA2195
 LA2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1184793185(NAD 83)
 LA2195_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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.  IT
 LA2195'IS 362 FEET EAST OF THE INTERSECTION OF STATE HIGHWAY 15 AND A PAVED
 LA2195'ROAD, 200 FEET SOUTHEAST OF THE
 LA2195'SOUTHEAST CORNER OF THE GOLF COURSE CULB HOUSE AND 35
 LA2195'FEET NORTH OF THE CENTER OF THE PAVED ROAD.  THE
 LA2195'MARK IS BELOW THE SURFACE OF THE GROUND
 LA2195'12 INCHES AND THE DISK IS 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
 LA2195'PAVED ROAD AND 2 FEET SOUTHWEST OF A TELEPHONE POLE.  THE MARK
 LA2195'PROJCTS 6 INCHES AND THE DISK IS
 LA2195'STAMPED GOLF NO 1 1948.
 LA2195'
 LA2195'REFERENCE MARK NO. 2 IS 85.11 FEET SOUTHWEST OF THE STATION.  IT IS
 LA2195'31 FEET SOUTH OF THE CENTER OF
 LA2195'THE PAVED ROAD, 2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT
 LA2195'SOUTHEAST OF A TELEPHONE POLE.  THE
 LA2195'MARK 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
 LA2195'CORNER OF A FRAME HOUSE, 28 FEET NORTHEAST OF THE CENTER OF THE PAVED
 LA2195'ROAD, 3 FEET NORTHWEST OF A
 LA2195'TELEPHONE POLE AND 2 FEET NORTHWEST OF A WHITE WITNESS POST.  THE
 LA2195'MARK PROJECTS 2 INCHES AND THE DISK IS
 LA2195'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
 LA2195'GO NORTHWEST ON STATE HIGHWAY 15 FOR 0.6 MILES TO A PAVED CROSSROAD,
 LA2195'TURN RIGHT AND GO EAST ON THE PAVED
 LA2195'ROAD 0.05 MILE TO THE STATION ON THE LEFT AS
 LA2195'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
 LA2195'THE LEFT AS DESCRIBED.
 LA2195'
 LA2195'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2603 ***********************************************************************
 LB2603  DESIGNATION -  GOLF
 LB2603  PID         -  LB2603
 LB2603  STATE/COUNTY-  IN/TIPPECANOE
 LB2603  USGS QUAD   -  LAFAYETTE WEST (1987)
 LB2603
 LB2603                         *CURRENT SURVEY CONTROL
 LB2603  ___________________________________________________________________
 LB2603* NAD 83(1997)-  40 25 56.99213(N)    086 56 00.68961(W)     ADJUSTED  
 LB2603* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 LB2603  ___________________________________________________________________
 LB2603  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 LB2603  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 LB2603
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2603
 LB2603.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 LB2603| PID    Reference Object                     Distance      Geod. Az  |
 LB2603|                                                           dddmmss.s |
 LB2603| CC9233 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| CC9234 GOLF RM 1                            27.192 METERS 25055     |
 LB2603| CC9235 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2603.See file dsdata.txt to determine how the superseded data were derived.
 LB2603
 LB2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0563875764(NAD 83)
 LB2603_MARKER: DS = TRIANGULATION STATION DISK
 LB2603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2609 ***********************************************************************
 LB2609  DESIGNATION -  GOLF 2
 LB2609  PID         -  LB2609
 LB2609  STATE/COUNTY-  IN/TIPPECANOE
 LB2609  USGS QUAD   -  LAFAYETTE WEST (1987)
 LB2609
 LB2609                         *CURRENT SURVEY CONTROL
 LB2609  ___________________________________________________________________
 LB2609* NAD 83(1997)-  40 25 56.95542(N)    086 55 59.34250(W)     ADJUSTED  
 LB2609* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 LB2609  ___________________________________________________________________
 LB2609  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 LB2609  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 LB2609
 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.No horizontal observational check was made to the station.
 LB2609
 LB2609.The orthometric height was scaled from a topographic map.
 LB2609
 LB2609.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2609
 LB2609.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2609.See file dsdata.txt to determine how the superseded data were derived.
 LB2609
 LB2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0567075763(NAD 83)
 LB2609_MARKER: DS = TRIANGULATION STATION DISK
 LB2609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2609_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2389 ***********************************************************************
 ME2389  DESIGNATION -  GOODELL
 ME2389  PID         -  ME2389
 ME2389  STATE/COUNTY-  IN/PULASKI
 ME2389  USGS QUAD   -  MEDARYVILLE (1962)
 ME2389
 ME2389                         *CURRENT SURVEY CONTROL
 ME2389  ___________________________________________________________________
 ME2389* NAD 83(1997)-  41 02 55.90456(N)    086 52 38.16051(W)     ADJUSTED  
 ME2389* NAVD 88     -       240.     (meters)     787.     (feet)  SCALED    
 ME2389  ___________________________________________________________________
 ME2389  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 ME2389  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 ME2389
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2389
 ME2389.The geoid height was determined by GEOID03.
 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     -   0.99996765  x   0.99997036  =   0.99993801
 ME2389!UTM  16      -   0.99996765  x   0.99960131  =   0.99956898
 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 3445817.4 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2389.See file dsdata.txt to determine how the superseded data were derived.
 ME2389
 ME2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1031444189(NAD 83)
 ME2389_MARKER: DS = TRIANGULATION STATION DISK
 ME2389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2389'NORTH OF
 ME2389'FRANCESVILLE, 3 MILES SOUTHEAST OF MEDARYVILLE, ON PROPERTY OWNED BY
 ME2389'WARREN GOODELL.  IT IS 81 FEET
 ME2389'SOUTHEAST OF A WHITE WITNESS POST, 55 FEET EAST OF THE CENTER OF A
 ME2389'GRAVEL ROAD AND 38 FEET NORTHEAST OF
 ME2389'A FENCE CORNER.  THE MARK IS 14-INCHES BELOW THE SURFACE AND
 ME2389'THE DISK IS 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
 ME2389'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GOODELL NO 1 1947.
 ME2389'
 ME2389'REFERENCE MARK NO. 2 IS 83.90 FEET NORTHWEST OF THE STATION.  IT IS
 ME2389'22 FEET EAST OF THE CENTER OF A
 ME2389'GRAVEL ROAD, 3 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF
 ME2389'A FENCELINE.  THE MARK PROJECTS
 ME2389'2 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
 ME2389'WEST OF THE CENTER OF A GRAVEL
 ME2389'ROAD.  21 FEET SOUTH OF A POWER LINE POLE, 2 FEET NORTH OF A WHITE
 ME2389'WITNESS POST AND 1 FOOT EAST OF A
 ME2389'FENCELINE.  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
 ME2389'STATE HIGHWAY 14 FOR 0.3
 ME2389'MILE, TURN LEFT ON HIGHWAY 14 AND GO WEST 14.3 MILES, TURN LEFT AND
 ME2389'GO SOUTH 0.5 MILE TO THE
 ME2389'STATION ON THE LEFT AS 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
 ME2389'MARKS WERE FOUND
 ME2389'IN GOOD CONDITION.  DIRECTION AND DISTANCE TO REFERENCE MARKS AND THE
 ME2389'AZIMUTH MARK WERE CHECKED.
 ME2389'SURFACE, UNDERGROUND, REFERENCE MARKS AND AZIMUTH MARK ARE
 ME2389'DESCRIBED.  OLD
 ME2389'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
 ME2389'DIRECTIONS TO ALL MARKS CHECKED.  THE OLD DESCRIPTION IS ADEQUATE
 ME2389'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
 ME2389'OF MEDARYVILLE, GO EAST ON HIGHWAY 14 FOR 0.7 MILE TO A GRAVEL
 ME2389'CROSSROAD, TURN RIGHT AND GO SOUTH
 ME2389'ON GRAVEL ROAD FOR 0.5 MILE TO THE STATION ON THE LEFT AS
 ME2389'DESCRIBED.  CONTINUE SOUTH FOR 0.3 MILE TO
 ME2389'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
 ME2389'CONDITION.  THE DESCRIPTION IS POOR AND A NEW ONE FOLLOWS-
 ME2389'
 ME2389'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTH OF FRANCISVILLE, ON
 ME2389'THE PROPERTY OF
 ME2389'MR. C.A. MCGEE, 86 FEET SOUTHWEST OF A 30 INCH OAK TREE,
 ME2389'19 FEET NORTH OF A FENCE, 38 FEET
 ME2389'NORTHEAST OF A FENCE CORNER, 34 FEET
 ME2389'EAST OF A FENCE, 54 FEET EAST OF THE CENTERLINE OF A
 ME2389'PAVED ROAD AND
 ME2389'84 FEET SOUTHEAST OF A METAL WITNESS POST.  THE MONUMENT IS 12 INCHES
 ME2389'UNDERGROUND AND
 ME2389'THE DISK IS STAMPED GOODELL 1947.
 ME2389'
 ME2389'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 421 AND
 ME2389'STATE HIGHWAY 14
 ME2389'(ABOUT 2 MILES SOUTH OF MEDARYVILLE), GO EAST ON
 ME2389'HIGHWAY 14 FOR 0.7 MILE TO A PAVED
 ME2389'CROSSROAD.  TURN RIGHT AND GO SOUTH
 ME2389'ON THE PAVED ROAD FOR 0.5 MILE TO THE STATION ON THE
 ME2389'LEFT.  CONTINUE
 ME2389'SOUTH ON THE PAVED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 ME2389'RIGHT.
 ME2389'
 ME2389'REFERENCE MARK 1 IS 92 FEET SOUTHWEST OF A 10 INCH LOCUST TREE AND
 ME2389'2 FEET NORTH OF A
 ME2389'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
 ME2389'FENCE CORNER, 21 FEET EAST OF THE CENTERLINE OF THE
 ME2389'ROAD AND 9 FEET SOUTHEAST OF A
 ME2389'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
 ME2389'THE CENTERLINE OF
 ME2389'THE ROAD AND 1 FOOT NORTH OF A METAL WITNESS POST.
 ME2389'THE MONUMENT IS 8 INCHES UNDERGROUND
 ME2389'AND THE DISK IS STAMPED GOODELL
 ME2389'1949.
 ME2389'
 ME2389'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES
 ME2389'SOUTHEAST OF MEDARYVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2193 ***********************************************************************
 LB2193  DESIGNATION -  GOODLAND
 LB2193  PID         -  LB2193
 LB2193  STATE/COUNTY-  IN/NEWTON
 LB2193  USGS QUAD   -  GOODLAND (1976)
 LB2193
 LB2193                         *CURRENT SURVEY CONTROL
 LB2193  ___________________________________________________________________
 LB2193* NAD 83(1997)-  40 45 55.73563(N)    087 17 27.26368(W)     ADJUSTED  
 LB2193* NAVD 88     -       219.     (meters)     719.     (feet)  SCALED    
 LB2193  ___________________________________________________________________
 LB2193  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 LB2193  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 LB2193
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2193
 LB2193.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2193.See file dsdata.txt to determine how the superseded data were derived.
 LB2193
 LB2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7544812765(NAD 83)
 LB2193_MARKER: DS = TRIANGULATION STATION DISK
 LB2193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2193
 LB2193  HISTORY     - Date     Condition        Report By
 LB2193  HISTORY     - 1955     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2194 ***********************************************************************
 LB2194  DESIGNATION -  GOODLAND SS PETER AND PAUL CH
 LB2194  PID         -  LB2194
 LB2194  STATE/COUNTY-  IN/NEWTON
 LB2194  USGS QUAD   -  GOODLAND (1976)
 LB2194
 LB2194                         *CURRENT SURVEY CONTROL
 LB2194  ___________________________________________________________________
 LB2194* NAD 83(1997)-  40 45 39.12848(N)    087 17 36.01367(W)     ADJUSTED  
 LB2194* NAVD 88     -                                                        
 LB2194  ___________________________________________________________________
 LB2194  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 LB2194  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 LB2194
 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
 LB2194.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2194
 LB2194.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2194
 LB2194  NAD 83(1986)-  40 45 39.13454(N)    087 17 36.02381(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2194.See file dsdata.txt to determine how the superseded data were derived.
 LB2194
 LB2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7524112253(NAD 83)
 LB2194_MARKER: 89 = 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 = OCTOBER  6, 2006
 MD1848 ***********************************************************************
 MD1848  DESIGNATION -  GOOSE
 MD1848  PID         -  MD1848
 MD1848  STATE/COUNTY-  IN/STEUBEN
 MD1848  USGS QUAD   -  HAMILTON (1992)
 MD1848
 MD1848                         *CURRENT SURVEY CONTROL
 MD1848  ___________________________________________________________________
 MD1848* NAD 83(1997)-  41 33 52.43067(N)    084 59 15.26769(W)     ADJUSTED  
 MD1848* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 MD1848  ___________________________________________________________________
 MD1848  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 MD1848  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 MD1848
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1848
 MD1848.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1848.See file dsdata.txt to determine how the superseded data were derived.
 MD1848
 MD1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6780003388(NAD 83)
 MD1848_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1848
 MD1848  HISTORY     - Date     Condition        Report By
 MD1848  HISTORY     - 1946     MONUMENTED       CGS
 MD1848  HISTORY     - 1960     SEE DESCRIPTION  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
 MD1848'AND 4-1/2 MILES NORTHEAST OF HAMILTON.  IT IS 70.5 FEET SOUTH OF THE
 MD1848'SOUTHEAST CORNER OF THE BARN, 46
 MD1848'FEET NORTH OF THE APPROXIMATE CENTER OF THE ROAD, 26 FEET
 MD1848'NORTH OF THE FENCE AND 18 FEET EAST OF THE BARNYARD
 MD1848'FENCE.  THE MARK IS FLUSH AND THE DISK
 MD1848'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
 MD1848'CENTER OF THE ROAD AND 2 FEET NORTH OF THE FENCE.  THE MARK PROJECTS
 MD1848'ABOUT 2 INCHES AND THE DISK IS STAMPED
 MD1848'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
 MD1848'FEET EAST OF THE NORTHEAST CORNER OF THE BARN.  THE MARK IS FLUSH AND
 MD1848'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
 MD1848'WEST OF THE APPROXIMATE CENTER OF THE ROAD, 5
 MD1848'FEET NORTH OF A TELEPHONE POLE,
 MD1848'3 FEET NORTH OF A WHITE WITNESS POST AND ONE FOOT WEST OF
 MD1848'THE FENCE.  THE MARK PROJECTS ABOUT 8 INCHES AND
 MD1848'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
 MD1848'COUNTY ROAD (EAST), GO EAST ON PAVED ROAD FOR 0.3 MILE TO A T-ROAD
 MD1848'RIGHT, *CONTINUE STRAIGHT AHEAD FOR
 MD1848'0.8 MILE TO MR. CLYDE GROGGS FARMHOUSE ON THE LEFT AND
 MD1848'STATION.
 MD1848'
 MD1848'*TO REACH THE AZIMUTH MARK FROM THIS POINT TURN RIGHT AND GO 0.25
 MD1848'MILE TO THE AZIMUTH MARK
 MD1848'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
 MD1848'TO POWERS.  ALL EVIDENCE OF POSITION OF AIRWAY BEACON NO. 14 HAS BEEN
 MD1848'REMOVED.
 MD1848'
 MD1848'ABOUT 1.2 MILES EASTERLY ALONG PAVED COUNTY ROAD EXTENSION OF THE MAIN
 MD1848'STREET OF PLEASANT LAKE FROM ITS
 MD1848'GRADE CROSSING WITH NO. 27 U.S. HIGHWAY, JUST S OF GOOSENECK LAKES,
 MD1848'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
 MD1848'OF TWO BARNS, 15 FEET ESE OF PROJECTED
 MD1848'PLANE OF E WALL OF SAME, 47 FEET NNE OF 20-FOOT ASPHALT ROAD,
 MD1848'19-1/2 FEET SE OF SE CORNER OF LARGE
 MD1848'CONCRETE-PAVED FEEDLOT AREA, STANDARD DISKS STAMPED GOOSE 1946, IN 7A
 MD1848'AND 1A MARKS FLUSH WITH THE
 MD1848'GROUND.
 MD1848'
 MD1848'REFERENCE STAMPED GOOSE NO 1 1946, NOTE 11A, FLUSH, IS 82.97 FEET
 MD1848'(24.289 METERS) ESE IN AZIMUTH 290
 MD1848'DEG 35 MIN FROM THE STATION, 127 FEET SE OF SE CORNER OF BARN, AND 48
 MD1848'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
 MD1848'AZIMUTH 193 DEG 19 MIN FROM THE STATION, 17.5 FEET E OF NE CORNER OF
 MD1848'BARN, 2.3 FEET NNE OF PROJECTED PLANE OF N
 MD1848'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
 MD1848'MILE S) IN AZIMUTH 109 DEG 06 MIN 49.5 SEC FROM THE STATION, 19 FEET
 MD1848'W OF CENTER LINE OF GRAVEL ROAD, 2.0 FEET
 MD1848'HIGHER THAN SAME, 5.5 FEET NNW OF CENTER OF TELEPHONE POLE,
 MD1848'AND 1.7 FEET S OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2025 ***********************************************************************
 JA2025  DESIGNATION -  GORDON
 JA2025  PID         -  JA2025
 JA2025  STATE/COUNTY-  IN/GIBSON
 JA2025  USGS QUAD   -  EAST MOUNT CARMEL (1989)
 JA2025
 JA2025                         *CURRENT SURVEY CONTROL
 JA2025  ___________________________________________________________________
 JA2025* NAD 83(1997)-  38 24 26.69590(N)    087 41 49.11988(W)     ADJUSTED  
 JA2025* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 JA2025  ___________________________________________________________________
 JA2025  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 JA2025  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JA2025
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2025
 JA2025.The geoid height was determined by GEOID03.
 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     -  PATOKA MUNICIPAL TANK                    088 42 17.6
 JA2025:UTM  16      -  PATOKA MUNICIPAL TANK                    088 45 24.0
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2025.See file dsdata.txt to determine how the superseded data were derived.
 JA2025
 JA2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3914751250(NAD 83)
 JA2025_MARKER: DS = TRIANGULATION STATION DISK
 JA2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2025_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 JA2025'MILES WEST OF
 JA2025'PATOKA, 3.75 MILES EAST OF MT CARMEL AND ON PROPERTY
 JA2025'OWNED BY 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
 JA2025'MILE TO THE JUNCTION OF U S HIGHWAY 41.  CONTINUE
 JA2025'WEST ON THE PAVED AND GRAVELED ROAD
 JA2025'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
 JA2025'59.4 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
 JA2025'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
 JA2025'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
 JA2025'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
 JA2025'ROAD FOR 1.7 MILES
 JA2025'TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A
 JA2025'GRAVELED ROAD FOR 0.1 MILE TO THE
 JA2025'MARK ON THE RIGHT AS DESCRIBED.
 JA2025'
 JA2025'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1715 ***********************************************************************
 MD1715  DESIGNATION -  GORHAM
 MD1715  PID         -  MD1715
 MD1715  STATE/COUNTY-  IN/ELKHART
 MD1715  USGS QUAD   -  GOSHEN (1994)
 MD1715
 MD1715                         *CURRENT SURVEY CONTROL
 MD1715  ___________________________________________________________________
 MD1715* NAD 83(1997)-  41 33 58.67676(N)    085 48 10.08895(W)     ADJUSTED  
 MD1715* NAVD 88     -       246.     (meters)     807.     (feet)  SCALED    
 MD1715  ___________________________________________________________________
 MD1715  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 MD1715  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MD1715
 MD1715  HORZ ORDER  -  SECOND
 MD1715
 MD1715.The horizontal coordinates were established by classical geodetic methods
 MD1715.and adjusted by the National Geodetic Survey in May 1999..
 MD1715
 MD1715.The orthometric height was scaled from a topographic map.
 MD1715
 MD1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1715
 MD1715.The geoid height was determined by GEOID03.
 MD1715
 MD1715;                    North         East     Units Scale Factor Converg.
 MD1715;SPC IN E     -   701,457.880    88,645.158   MT  0.99996825   -0 05 25.2
 MD1715;SPC IN E     - 2,301,366.39    290,829.99   sFT  0.99996825   -0 05 25.2
 MD1715;UTM  16      - 4,602,316.722   599,820.328   MT  0.99972262   +0 47 39.8
 MD1715
 MD1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1715!SPC IN E     -   0.99996669  x   0.99996825  =   0.99993494
 MD1715!UTM  16      -   0.99996669  x   0.99972262  =   0.99968932
 MD1715
 MD1715|---------------------------------------------------------------------|
 MD1715| PID    Reference Object                     Distance      Geod. Az  |
 MD1715|                                                           dddmmss.s |
 MD1715| CC9238 GORHAM RM 1                          28.508 METERS 10130     |
 MD1715| CC9240 GORHAM RM 3                           8.060 METERS 22841     |
 MD1715| CC9237 GORHAM AZ MK                                       2653344.1 |
 MD1715| CC9239 GORHAM RM 2                          27.673 METERS 28709     |
 MD1715|---------------------------------------------------------------------|
 MD1715
 MD1715                          SUPERSEDED SURVEY CONTROL
 MD1715
 MD1715  NAD 83(1994)-  41 33 58.67883(N)    085 48 10.09479(W) AD(       ) 2
 MD1715  NAD 83(1986)-  41 33 58.67935(N)    085 48 10.09710(W) AD(       ) 2
 MD1715  NAD 27      -  41 33 58.49900(N)    085 48 10.12220(W) AD(       ) 2
 MD1715
 MD1715.Superseded values are not recommended for survey control.
 MD1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1715.See file dsdata.txt to determine how the superseded data were derived.
 MD1715
 MD1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9982002317(NAD 83)
 MD1715_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1715
 MD1715  HISTORY     - Date     Condition        Report By
 MD1715  HISTORY     - 1947     MONUMENTED       CGS
 MD1715  HISTORY     - 1967     SEE DESCRIPTION  BRADY
 MD1715  HISTORY     - 1974     SEE DESCRIPTION  NGS
 MD1715  HISTORY     - 1980     GOOD             IN-039
 MD1715
 MD1715                          STATION DESCRIPTION
 MD1715
 MD1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1715'THE STATION IS LOCATED 2 MILES SOUTHEAST OF GOSHEN AND 2 MILES
 MD1715'NORTHEAST OF
 MD1715'WATERFORD.  IT IS 79 FEET NORTHEAST OF THE INTERSECTION OF U.S.
 MD1715'HIGHWAY 33 AND A CROSSROAD, 45 FEET
 MD1715'NORTHEAST OF A FENCE CORNER AND A 20 INCH OAK TREE, 40 FEET NORTH OF
 MD1715'THE CENTER OF A GRAVEL ROAD,
 MD1715'22 FEET NORTH OF AN EAST-WEST FENCELINE AND 21 FEET NORTH OF A
 MD1715'WHITE WITNESS POST.  THE MARK IS FLUSH AND
 MD1715'THE DISK IS STAMPED GORHAM 1947.
 MD1715'
 MD1715'REFERENCE MARK NO. 1 IS 93.53 FEET EAST OF THE STATION, 19 FEET NORTH
 MD1715'OF THE CENTER OF A GRAVEL ROAD
 MD1715'AND 1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE
 MD1715'DISK IS STAMPED GORHAM NO 1 1947.
 MD1715'
 MD1715'REFERENCE MARK NO. 2 IS 90.79 FEET WEST OF THE STATION, 33.5 FEET
 MD1715'EAST OF THE CENTER OF HIGHWAY 33
 MD1715'AND 1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE
 MD1715'DISK IS STAMPED GORHAM NO 2 1947.
 MD1715'
 MD1715'THE AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION, 18 FEET SOUTH OF
 MD1715'THE CENTER OF A PAVED ROAD,
 MD1715'3 FEET SOUTHEAST OF A POWERLINE POLE, 3 FEET EAST OF A WHITE
 MD1715'WITNESS POST AND 1 FOOT NORTH OF A
 MD1715'FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE
 MD1715'DISK IS STAMPED GORHAM 1947.
 MD1715'
 MD1715'TO REACH THE STATION FROM THE COURTHOUSE IN GOSHEN, GO SOUTH ON U.S.
 MD1715'HIGHWAY 33 FOR 2.5 MILES TO
 MD1715'THE STATION ON THE LEFT AS DESCRIBED.
 MD1715'
 MD1715'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MD1715
 MD1715                          STATION RECOVERY (1967)
 MD1715
 MD1715'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1967 (HH)
 MD1715'GORHAM 1947 FOUND IN GOOD CONDITION.
 MD1715'
 MD1715'AZIMUTH MARK AND REFERENCE MARKS FOUND.
 MD1715
 MD1715                          STATION RECOVERY (1974)
 MD1715
 MD1715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MD1715'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND
 MD1715'IN GOOD CONDITION.
 MD1715'REFERENCE MARK 1 WAS NOT FOUND AND WAS ASSUMED DESTROYED
 MD1715'BY ROAD AND UTILITY CONSTRUCTION.
 MD1715'REFERENCE MARK 3 WAS SET.  THE
 MD1715'DISTANCE AND DIRECTION TO REFERENCE MARK 2 CHECKED.
 MD1715'A NEW DESCRIPTION
 MD1715'FOLLOWS-
 MD1715'
 MD1715'THE STATION IS 7 FEET NORTH OF A FENCE LINE, 16 FEET NORTHEAST OF
 MD1715'A FIRE HYDRANT, 50
 MD1715'FEET EAST OF A WOODEN LIGHT POLE, 16 FEET WEST OF AN
 MD1715'8 INCH PINE TREE, 40 FEET NORTH OF
 MD1715'THE CENTERLINE OF COUNTY ROAD 36 AND
 MD1715'79 FEET NORTHEAST OF THE INTERSECTION OF U.S. HIGHWAY
 MD1715'33 AND COUNTY RD.
 MD1715'36.  THE MONUMENT IS FLUSH, STAMPED GORHAM 1947 AND ON THE PROPERTY
 MD1715'OF MR. DOW M.
 MD1715'GORHAM. (NOTE 1A 7A)
 MD1715'
 MD1715'REFERENCE MARK 2 IS 36 FEET NORTH OF THE LIGHT POLE, 1 FOOT EAST
 MD1715'OF FENCE, 34 FEET
 MD1715'EAST OF THE CENTERLINE OF THE HIGHWAY AND 156 FEET
 MD1715'SOUTH OF THE CENTERLINE OF GORHAM
 MD1715'DRIVE.  THE MONUMENT PROJECTS 2 INCHES
 MD1715'AND THE DISK IS STAMPED GORHAM NO 2 1947.
 MD1715'
 MD1715'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GORHAM 1947 NO 3 1974
 MD1715'SET IN A DRILL
 MD1715'HOLE IN THE TOP AND EAST END OF THE NORTH CONCRETE CURBING
 MD1715'OF COUNTY RD. 36, 24 FEET NORTH
 MD1715'OF THE CENTERLINE OF THE ROAD, 51 FEET
 MD1715'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 10
 MD1715'FEET SOUTHWEST OF THE
 MD1715'FIRE HYDRANT.
 MD1715'
 MD1715'THE AZIMUTH MARK IS 0.2 MILE WEST ALONG COUNTY ROAD 36 FROM THE
 MD1715'STATION, 111 FEET
 MD1715'WEST OF A POWER POLE, 18 FEET SOUTH OF THE CENTERLINE
 MD1715'OF THE ROAD, 1 FOOT EAST OF A METAL
 MD1715'WITNESS POST AND 1 FOOT NORTH OF A
 MD1715'FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 MD1715'STAMPED GORHAM
 MD1715'1947.
 MD1715'
 MD1715'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 2 MILES SOUTHEAST
 MD1715'OF GOSHEN.
 MD1715'
 MD1715'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 MD1715
 MD1715                          STATION RECOVERY (1980)
 MD1715
 MD1715'RECOVERY NOTE BY ELKHART COUNTY INDIANA 1980 (CMS)
 MD1715'GORHAM 1947 RECOVERED GOOD.  STATION IS ON SOUTH SIDE OF EVERGREEN
 MD1715'ROW.
 MD1715'
 MD1715'GORHAM NO. 2 1947 RECOVERED GOOD.
 MD1715'
 MD1715'GORHAM 1947 NO. 3 1974 RECOVERED GOOD.
 MD1715'
 MD1715'AZIMUTH MARK LOCATED IN GOOD CONDITION.
 MD1715'
 MD1715'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTHEAST OF
 MD1715'GOSHEN, INDIANA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1775 ***********************************************************************
 KA1775  DESIGNATION -  GOSHEN
 KA1775  PID         -  KA1775
 KA1775  STATE/COUNTY-  IN/VIGO
 KA1775  USGS QUAD   -  NEW GOSHEN (1986)
 KA1775
 KA1775                         *CURRENT SURVEY CONTROL
 KA1775  ___________________________________________________________________
 KA1775* NAD 83(1997)-  39 34 04.74769(N)    087 27 15.80180(W)     ADJUSTED  
 KA1775* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 KA1775  ___________________________________________________________________
 KA1775  LAPLACE CORR-          -4.82  (seconds)                    DEFLEC99
 KA1775  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KA1775
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1775
 KA1775.The geoid height was determined by GEOID03.
 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     -   0.99997517  x   0.99997918  =   0.99995435
 KA1775!UTM  16      -   0.99997517  x   0.99961875  =   0.99959393
 KA1775
 KA1775:                Primary Azimuth Mark                     Grid Az
 KA1775:SPC IN W     -  TERRE HAUTE RAD STA WTHI MAST            118 36 09.8
 KA1775:UTM  16      -  TERRE HAUTE RAD STA WTHI MAST            118 39 20.9
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1775.See file dsdata.txt to determine how the superseded data were derived.
 KA1775
 KA1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6097079908(NAD 83)
 KA1775_MARKER: DS = TRIANGULATION STATION DISK
 KA1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD1711 ***********************************************************************
 MD1711  DESIGNATION -  GOSHEN
 MD1711  PID         -  MD1711
 MD1711  STATE/COUNTY-  IN/ELKHART
 MD1711  USGS QUAD   -  GOSHEN (1994)
 MD1711
 MD1711                         *CURRENT SURVEY CONTROL
 MD1711  ___________________________________________________________________
 MD1711* NAD 83(1997)-  41 35 50.72340(N)    085 49 10.41407(W)     ADJUSTED  
 MD1711* NAVD 88     -       266.     (meters)     873.     (feet)  SCALED    
 MD1711  ___________________________________________________________________
 MD1711  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 MD1711  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MD1711
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1711
 MD1711.The geoid height was determined by GEOID03.
 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     -   0.99996355  x   0.99996867  =   0.99993222
 MD1711!UTM  16      -   0.99996355  x   0.99971909  =   0.99968265
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1711.See file dsdata.txt to determine how the superseded data were derived.
 MD1711
 MD1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9837605753(NAD 83)
 MD1711_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1711
 MD1711  HISTORY     - Date     Condition        Report By
 MD1711  HISTORY     - 1947     MONUMENTED       CGS
 MD1711  HISTORY     - 1967     SEE DESCRIPTION  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
 MD1711'179 FEET SOUTH OF THE CENTER OF MIDDLEBURY STREET, 20 FEET NORTHEAST
 MD1711'OF AN 8 INCH OAK TREE AND 3.5 FEET
 MD1711'WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 MD1711'2 INCHES 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.
 MD1711'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED GOSHEN NO 1
 MD1711'1947.
 MD1711'
 MD1711'REFERENCE MARK NO. 2 IS 63.99 FEET WEST OF THE STATION.  IT IS 36
 MD1711'FEET SOUTHEAST OF A 36 INCH OAK
 MD1711'TREE.  THE MARK IS FLUSH AND THE DISK IS 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
 MD1711'STREET.  IT IS 59.5 FEET WEST OF THE NORTHWEST CORNER OF THE HOUSE,
 MD1711'33 FEET EAST OF THE INTERSECTION OF CROSS
 MD1711'AND N. NINTH STREETS AND 17 FEET EAST OF A POWER POLE AND A
 MD1711'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 MD1711'DISK IS STAMPED GOSHEN 1947.
 MD1711'
 MD1711'TO REACH THE STATION FROM THE COURTHOUSE IN GOSHEN GO NORTH ON STATE
 MD1711'HIGHWAY 15 FOR 0.4 MILE TO
 MD1711'MIDDLEBURY STREET, TURN RIGHT ON MIDDLEBURY STREET AND GO 0.45 MILE
 MD1711'TO NORTH NINTH STREET, *CONTINUE
 MD1711'EAST ON MIDDLEBURY STREET FOR 0.45 MILE TO A GRAVEL ROAD
 MD1711'LEFT AND A DIM ROAD RIGHT, TURN RIGHT ON DIM
 MD1711'ROAD AND GO ABOUT 60 YARDS TO THE HIGHEST
 MD1711'POINT AND STATION.  *TO REACH THE AZIMUTH FROM THIS POINT TURN
 MD1711'RIGHT ON NORTH NINTH STREET AND GO
 MD1711'SOUTH FOR 0.35 MILE TO CROSS STREET AND THE AZIMUTH MARK AS
 MD1711'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.
 MD1711'
 MD1711'BOTH REFERENCE MARKS AND AZIMUTH MARK FOUND.
 MD1711'
 MD1711'STATION LOCATED INSIDE GIRL SCOUT CAMP WHICH IS FENCED WITH STEEL
 MD1711'FENCING.  CALL
 MD1711'219-533-4590 IN GOSHEN, INDIANA (IRWIN BLDG) FOR KEY.
 MD1711
 MD1711                          STATION RECOVERY (1980)
 MD1711
 MD1711'RECOVERY NOTE BY ELKHART COUNTY INDIANA 1980 (CMS)
 MD1711'GOSHEN 1947 RECOVERED GOOD.
 MD1711'
 MD1711'GOSHEN NO. 1 1947 RECOVERED GOOD.
 MD1711'
 MD1711'GOSHEN NO. 2 1947 NOT FOUND.
 MD1711'
 MD1711'AZIMUTH MARK NOT VISIBLE FROM STATION DUE TO BUILDING AND TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1714 ***********************************************************************
 MD1714  DESIGNATION -  GOSHEN CO COURTHOUSE DOME
 MD1714  PID         -  MD1714
 MD1714  STATE/COUNTY-  IN/ELKHART
 MD1714  USGS QUAD   -  GOSHEN (1994)
 MD1714
 MD1714                         *CURRENT SURVEY CONTROL
 MD1714  ___________________________________________________________________
 MD1714* NAD 83(1997)-  41 35 13.67843(N)    085 50 07.20400(W)     ADJUSTED  
 MD1714* NAVD 88     -                                                        
 MD1714  ___________________________________________________________________
 MD1714  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 MD1714  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MD1714
 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
 MD1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1714
 MD1714.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1714
 MD1714  NAD 83(1994)-  41 35 13.68017(N)    085 50 07.20926(W) AD(       ) 4
 MD1714  NAD 83(1986)-  41 35 13.68077(N)    085 50 07.21189(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1714.See file dsdata.txt to determine how the superseded data were derived.
 MD1714
 MD1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9707704593(NAD 83)
 MD1714
 MD1714  HISTORY     - Date     Condition        Report By
 MD1714  HISTORY     - 1947     MONUMENTED       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 = OCTOBER  6, 2006
 MD1718 ***********************************************************************
 MD1718  DESIGNATION -  GOSHEN MILK CONDENSING CO STK
 MD1718  PID         -  MD1718
 MD1718  STATE/COUNTY-  IN/ELKHART
 MD1718  USGS QUAD   -  GOSHEN (1994)
 MD1718
 MD1718                         *CURRENT SURVEY CONTROL
 MD1718  ___________________________________________________________________
 MD1718* NAD 83(1997)-  41 34 16.13711(N)    085 49 32.84894(W)     ADJUSTED  
 MD1718* NAVD 88     -                                                        
 MD1718  ___________________________________________________________________
 MD1718  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 MD1718  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MD1718
 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
 MD1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1718
 MD1718.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1718
 MD1718  NAD 83(1994)-  41 34 16.13896(N)    085 49 32.85430(W) AD(       ) 4
 MD1718  NAD 83(1986)-  41 34 16.13958(N)    085 49 32.85694(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1718.See file dsdata.txt to determine how the superseded data were derived.
 MD1718
 MD1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9789602829(NAD 83)
 MD1718
 MD1718  HISTORY     - Date     Condition        Report By
 MD1718  HISTORY     - 1947     MONUMENTED       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 = OCTOBER  6, 2006
 MD1721 ***********************************************************************
 MD1721  DESIGNATION -  GOSHEN MUNICIPAL AIRPORT BCN
 MD1721  PID         -  MD1721
 MD1721  STATE/COUNTY-  IN/ELKHART
 MD1721  USGS QUAD   -  GOSHEN (1994)
 MD1721
 MD1721                         *CURRENT SURVEY CONTROL
 MD1721  ___________________________________________________________________
 MD1721* NAD 83(1997)-  41 31 24.39311(N)    085 47 35.00601(W)     ADJUSTED  
 MD1721* NAVD 88     -                                                        
 MD1721  ___________________________________________________________________
 MD1721  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 MD1721  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 MD1721
 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
 MD1721.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1721
 MD1721.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1721
 MD1721  NAD 83(1994)-  41 31 24.39573(N)    085 47 35.01426(W) AD(       ) 4
 MD1721  NAD 83(1986)-  41 31 24.39551(N)    085 47 35.01486(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1721.See file dsdata.txt to determine how the superseded data were derived.
 MD1721
 MD1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0069997570(NAD 83)
 MD1721
 MD1721  HISTORY     - Date     Condition        Report By
 MD1721  HISTORY     - 1947     MONUMENTED       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 = OCTOBER  6, 2006
 MD1716 ***********************************************************************
 MD1716  DESIGNATION -  GOSHEN MUNICIPAL STANDPIPE
 MD1716  PID         -  MD1716
 MD1716  STATE/COUNTY-  IN/ELKHART
 MD1716  USGS QUAD   -  GOSHEN (1994)
 MD1716
 MD1716                         *CURRENT SURVEY CONTROL
 MD1716  ___________________________________________________________________
 MD1716* NAD 83(1997)-  41 35 22.45546(N)    085 49 57.98870(W)     ADJUSTED  
 MD1716* NAVD 88     -                                                        
 MD1716  ___________________________________________________________________
 MD1716  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 MD1716  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MD1716
 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
 MD1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1716
 MD1716.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1716
 MD1716  NAD 83(1994)-  41 35 22.45715(N)    085 49 57.99394(W) AD(       ) 4
 MD1716  NAD 83(1986)-  41 35 22.45775(N)    085 49 57.99664(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1716.See file dsdata.txt to determine how the superseded data were derived.
 MD1716
 MD1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9728604866(NAD 83)
 MD1716
 MD1716  HISTORY     - Date     Condition        Report By
 MD1716  HISTORY     - 1947     MONUMENTED       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 = OCTOBER  6, 2006
 MD1713 ***********************************************************************
 MD1713  DESIGNATION -  GOSHEN MUNICIPAL TANK
 MD1713  PID         -  MD1713
 MD1713  STATE/COUNTY-  IN/ELKHART
 MD1713  USGS QUAD   -  GOSHEN (1994)
 MD1713
 MD1713                         *CURRENT SURVEY CONTROL
 MD1713  ___________________________________________________________________
 MD1713* NAD 83(1997)-  41 34 28.35055(N)    085 49 36.79140(W)     ADJUSTED  
 MD1713* NAVD 88     -                                                        
 MD1713  ___________________________________________________________________
 MD1713  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 MD1713  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MD1713
 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
 MD1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1713
 MD1713.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1713
 MD1713  NAD 83(1994)-  41 34 28.35236(N)    085 49 36.79669(W) AD(       ) 4
 MD1713  NAD 83(1986)-  41 34 28.35299(N)    085 49 36.79940(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1713.See file dsdata.txt to determine how the superseded data were derived.
 MD1713
 MD1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9780003204(NAD 83)
 MD1713
 MD1713  HISTORY     - Date     Condition        Report By
 MD1713  HISTORY     - 1947     MONUMENTED       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 = OCTOBER  6, 2006
 MD1712 ***********************************************************************
 MD1712  DESIGNATION -  GOSHEN N IND PUB SER RAD MAST
 MD1712  PID         -  MD1712
 MD1712  STATE/COUNTY-  IN/ELKHART
 MD1712  USGS QUAD   -  GOSHEN (1994)
 MD1712
 MD1712                         *CURRENT SURVEY CONTROL
 MD1712  ___________________________________________________________________
 MD1712* NAD 83(1997)-  41 35 06.06295(N)    085 50 18.97062(W)     ADJUSTED  
 MD1712* NAVD 88     -                                                        
 MD1712  ___________________________________________________________________
 MD1712  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 MD1712  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MD1712
 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
 MD1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1712
 MD1712.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1712
 MD1712  NAD 83(1994)-  41 35 06.06488(N)    085 50 18.97569(W) AD(       ) 4
 MD1712  NAD 83(1986)-  41 35 06.06537(N)    085 50 18.97837(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1712.See file dsdata.txt to determine how the superseded data were derived.
 MD1712
 MD1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9680704354(NAD 83)
 MD1712
 MD1712  HISTORY     - Date     Condition        Report By
 MD1712  HISTORY     - 1947     MONUMENTED       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 = OCTOBER  6, 2006
 MD1902 ***********************************************************************
 MD1902  DESIGNATION -  GOSPORT
 MD1902  PID         -  MD1902
 MD1902  STATE/COUNTY-  IN/ELKHART
 MD1902  USGS QUAD   -  GOSHEN (1994)
 MD1902
 MD1902                         *CURRENT SURVEY CONTROL
 MD1902  ___________________________________________________________________
 MD1902* NAD 83(1997)-  41 31 26.88242(N)    085 47 35.76536(W)     ADJUSTED  
 MD1902* NAVD 88     -       249.6    (meters)     819.     (feet)  VERTCON   
 MD1902  ___________________________________________________________________
 MD1902  X           -     350,812.063 (meters)                     COMP
 MD1902  Y           -  -4,769,479.166 (meters)                     COMP
 MD1902  Z           -   4,206,322.796 (meters)                     COMP
 MD1902  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 MD1902  ELLIP HEIGHT-         216.31  (meters)          (05/25/99) GPS OBS
 MD1902  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 MD1902
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1902
 MD1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1902
 MD1902.The ellipsoidal height was determined by GPS observations
 MD1902.and is referenced to NAD 83.
 MD1902
 MD1902.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          819.     (f) GPS OBS        
 MD1902
 MD1902.Superseded values are not recommended for survey control.
 MD1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1902.See file dsdata.txt to determine how the superseded data were derived.
 MD1902
 MD1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0068197646(NAD 83)
 MD1902_MARKER: DD = SURVEY DISK
 MD1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1902_SP_SET: CONCRETE POST
 MD1902_STAMPING: GOSPORT 1986
 MD1902_MARK LOGO: NGS   
 MD1902_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MD1902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 MD1903 ***********************************************************************
 MD1903  DESIGNATION -  GOSPORT AZ MK
 MD1903  PID         -  MD1903
 MD1903  STATE/COUNTY-  IN/ELKHART
 MD1903  USGS QUAD   -  GOSHEN (1994)
 MD1903
 MD1903                         *CURRENT SURVEY CONTROL
 MD1903  ___________________________________________________________________
 MD1903* NAD 83(1997)-  41 31 27.23309(N)    085 47 01.70317(W)     ADJUSTED  
 MD1903* NAVD 88     -       251.5    (meters)     825.     (feet)  VERTCON   
 MD1903  ___________________________________________________________________
 MD1903  X           -     351,599.255 (meters)                     COMP
 MD1903  Y           -  -4,769,415.397 (meters)                     COMP
 MD1903  Z           -   4,206,332.122 (meters)                     COMP
 MD1903  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 MD1903  ELLIP HEIGHT-         218.16  (meters)          (05/25/99) GPS OBS
 MD1903  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MD1903
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1903
 MD1903.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1903
 MD1903.The ellipsoidal height was determined by GPS observations
 MD1903.and is referenced to NAD 83.
 MD1903
 MD1903.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          825.     (f) GPS OBS        
 MD1903
 MD1903.Superseded values are not recommended for survey control.
 MD1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1903.See file dsdata.txt to determine how the superseded data were derived.
 MD1903
 MD1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0147097668(NAD 83)
 MD1903_MARKER: DZ = AZIMUTH MARK DISK
 MD1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1903_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 KA1975 ***********************************************************************
 KA1975  DESIGNATION -  GOSSARD
 KA1975  PID         -  KA1975
 KA1975  STATE/COUNTY-  IN/MORGAN
 KA1975  USGS QUAD   -  PARAGON (1987)
 KA1975
 KA1975                         *CURRENT SURVEY CONTROL
 KA1975  ___________________________________________________________________
 KA1975* NAD 83(1997)-  39 28 26.08320(N)    086 32 54.46771(W)     ADJUSTED  
 KA1975* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 KA1975  ___________________________________________________________________
 KA1975  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 KA1975  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KA1975
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1975
 KA1975.The geoid height was determined by GEOID03.
 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  =   0.99958187
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1975.See file dsdata.txt to determine how the superseded data were derived.
 KA1975
 KA1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3883769467(NAD 83)
 KA1975_MARKER: DS = TRIANGULATION STATION DISK
 KA1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA1487 ***********************************************************************
 LA1487  DESIGNATION -  GRA G 12
 LA1487  PID         -  LA1487
 LA1487  STATE/COUNTY-  IN/GRANT
 LA1487  USGS QUAD   -  FAIRMOUNT (1994)
 LA1487
 LA1487                         *CURRENT SURVEY CONTROL
 LA1487  ___________________________________________________________________
 LA1487* NAD 83(1986)-  40 25 21.     (N)    085 39 01.     (W)     SCALED    
 LA1487* NAVD 88     -       261.687  (meters)     858.55   (feet)  ADJUSTED  
 LA1487  ___________________________________________________________________
 LA1487  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 LA1487  DYNAMIC HT  -         261.552 (meters)     858.11  (feet)  COMP
 LA1487  MODELED GRAV-     980,104.8   (mgal)                       NAVD 88
 LA1487
 LA1487  VERT ORDER  -  SECOND    CLASS 0
 LA1487
 LA1487.The horizontal coordinates were scaled from a topographic map and have
 LA1487.an estimated accuracy of +/- 6 seconds.
 LA1487
 LA1487.The orthometric height was determined by differential leveling
 LA1487.and adjusted by the National Geodetic Survey in June 1991..
 LA1487
 LA1487.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1487.See file dsdata.txt to determine how the superseded data were derived.
 LA1487
 LA1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK145755(NAD 83)
 LA1487_MARKER: DD = SURVEY DISK
 LA1487_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1487_SP_SET: ABUTMENT
 LA1487_STAMPING: GRA G 12
 LA1487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1487
 LA1487  HISTORY     - Date     Condition        Report By
 LA1487  HISTORY     - UNK      MONUMENTED       INHD
 LA1487  HISTORY     - 1946     GOOD             NGS
 LA1487
 LA1487                          STATION DESCRIPTION
 LA1487
 LA1487'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1381 ***********************************************************************
 LA1381  DESIGNATION -  GRA G 15
 LA1381  PID         -  LA1381
 LA1381  STATE/COUNTY-  IN/GRANT
 LA1381  USGS QUAD   -  POINT ISABEL (1994)
 LA1381
 LA1381                         *CURRENT SURVEY CONTROL
 LA1381  ___________________________________________________________________
 LA1381* NAD 83(1986)-  40 29 37.     (N)    085 49 31.     (W)     SCALED    
 LA1381* NAVD 88     -       263.519  (meters)     864.56   (feet)  ADJUSTED  
 LA1381  ___________________________________________________________________
 LA1381  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LA1381  DYNAMIC HT  -         263.383 (meters)     864.12  (feet)  COMP
 LA1381  MODELED GRAV-     980,105.3   (mgal)                       NAVD 88
 LA1381
 LA1381  VERT ORDER  -  SECOND    CLASS 0
 LA1381
 LA1381.The horizontal coordinates were scaled from a topographic map and have
 LA1381.an estimated accuracy of +/- 6 seconds.
 LA1381
 LA1381.The orthometric height was determined by differential leveling
 LA1381.and adjusted by the National Geodetic Survey in June 1991..
 LA1381
 LA1381.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1381.See file dsdata.txt to determine how the superseded data were derived.
 LA1381
 LA1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK995832(NAD 83)
 LA1381_MARKER: DD = SURVEY DISK
 LA1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1381_STAMPING: GRA G 15
 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             NGS
 LA1381
 LA1381                          STATION DESCRIPTION
 LA1381
 LA1381'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1858 ***********************************************************************
 LA1858  DESIGNATION -  GRA G 16
 LA1858  PID         -  LA1858
 LA1858  STATE/COUNTY-  IN/GRANT
 LA1858  USGS QUAD   -  SWEETSER (1992)
 LA1858
 LA1858                         *CURRENT SURVEY CONTROL
 LA1858  ___________________________________________________________________
 LA1858* NAD 83(1997)-  40 30 56.30952(N)    085 49 32.98561(W)     ADJUSTED  
 LA1858* NAVD 88     -       262.923  (meters)     862.61   (feet)  ADJUSTED  
 LA1858  ___________________________________________________________________
 LA1858  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 LA1858  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LA1858  DYNAMIC HT  -         262.788 (meters)     862.16  (feet)  COMP
 LA1858  MODELED GRAV-     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
 LA1858.and adjusted by the National Geodetic Survey in June 1991..
 LA1858
 LA1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA1858
 LA1858.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996414  x   0.99996891  =   0.99993306
 LA1858!UTM  16      -   0.99996414  x   0.99972179  =   0.99968594
 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
 LA1858.Superseded values are not recommended for survey control.
 LA1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1858.See file dsdata.txt to determine how the superseded data were derived.
 LA1858
 LA1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9947085653(NAD 83)
 LA1858_MARKER: DD = SURVEY DISK
 LA1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1858_STAMPING: GRA G 16
 LA1858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1858+STABILITY: SURFACE MOTION
 LA1858
 LA1858  HISTORY     - Date     Condition        Report By
 LA1858  HISTORY     - 1948     MONUMENTED       INHD
 LA1858  HISTORY     - 1946     GOOD             NGS
 LA1858  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LA1858
 LA1858                          STATION DESCRIPTION
 LA1858
 LA1858'DESCRIBED 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 (1946)
 LA1858
 LA1858'RECOVERY NOTE BY NATIONAL 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 (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 = OCTOBER  6, 2006
 LA1856 ***********************************************************************
 LA1856  DESIGNATION -  GRA G 17
 LA1856  PID         -  LA1856
 LA1856  STATE/COUNTY-  IN/GRANT
 LA1856  USGS QUAD   -  SWEETSER (1992)
 LA1856
 LA1856                         *CURRENT SURVEY CONTROL
 LA1856  ___________________________________________________________________
 LA1856* NAD 83(1986)-  40 32 12.     (N)    085 49 32.     (W)     SCALED    
 LA1856* NAVD 88     -       258.281  (meters)     847.38   (feet)  ADJUSTED  
 LA1856  ___________________________________________________________________
 LA1856  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LA1856  DYNAMIC HT  -         258.149 (meters)     846.94  (feet)  COMP
 LA1856  MODELED GRAV-     980,106.0   (mgal)                       NAVD 88
 LA1856
 LA1856  VERT ORDER  -  SECOND    CLASS 0
 LA1856
 LA1856.The horizontal coordinates were scaled from a topographic map and have
 LA1856.an estimated accuracy of +/- 6 seconds.
 LA1856
 LA1856.The orthometric height was determined by differential leveling
 LA1856.and adjusted by the National Geodetic Survey in June 1991..
 LA1856
 LA1856.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1856.See file dsdata.txt to determine how the superseded data were derived.
 LA1856
 LA1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK994879(NAD 83)
 LA1856_MARKER: DD = SURVEY DISK
 LA1856_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1856_SP_SET: BRIDGE
 LA1856_STAMPING: GRA G 17
 LA1856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1856
 LA1856  HISTORY     - Date     Condition        Report By
 LA1856  HISTORY     - UNK      MONUMENTED       INHD
 LA1856  HISTORY     - 1946     GOOD             NGS
 LA1856
 LA1856                          STATION DESCRIPTION
 LA1856
 LA1856'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB2445 ***********************************************************************
 LB2445  DESIGNATION -  GRAFFIS
 LB2445  PID         -  LB2445
 LB2445  STATE/COUNTY-  IN/PULASKI
 LB2445  USGS QUAD   -  GRASS CREEK (1977)
 LB2445
 LB2445                         *CURRENT SURVEY CONTROL
 LB2445  ___________________________________________________________________
 LB2445* NAD 83(1997)-  40 59 28.88241(N)    086 29 36.51716(W)     ADJUSTED  
 LB2445* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 LB2445  ___________________________________________________________________
 LB2445  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 LB2445  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 LB2445
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2445
 LB2445.The geoid height was determined by GEOID03.
 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;SPC IN E     -   637,927.584    30,429.050   MT  1.00002621   -0 32 32.5
 LB2445;SPC IN E     - 2,092,934.08     99,832.64   sFT  1.00002621   -0 32 32.5
 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     -   0.99996875  x   0.99999697  =   0.99996572
 LB2445!SPC IN E     -   0.99996875  x   1.00002621  =   0.99999496
 LB2445!UTM  16      -   0.99996875  x   0.99962234  =   0.99959110
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2445.See file dsdata.txt to determine how the superseded data were derived.
 LB2445
 LB2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4260537921(NAD 83)
 LB2445_MARKER: DS = TRIANGULATION STATION DISK
 LB2445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HA0558 ***********************************************************************
 HA0558  DESIGNATION -  GRAND
 HA0558  PID         -  HA0558
 HA0558  STATE/COUNTY-  IN/SPENCER
 HA0558  USGS QUAD   -  LEWISPORT (1967)
 HA0558
 HA0558                         *CURRENT SURVEY CONTROL
 HA0558  ___________________________________________________________________
 HA0558* NAD 83(1997)-  37 55 48.71355(N)    086 59 04.14840(W)     ADJUSTED  
 HA0558* NAVD 88     -       118.945  (meters)     390.24   (feet)  ADJUSTED  
 HA0558  ___________________________________________________________________
 HA0558  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 HA0558  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 HA0558  DYNAMIC HT  -         118.865 (meters)     389.98  (feet)  COMP
 HA0558  MODELED GRAV-     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
 HA0558.and adjusted by the National Geodetic Survey in June 1991..
 HA0558
 HA0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA0558
 HA0558.The geoid height was determined by GEOID03.
 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;                    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     -   0.99998624  x   0.99996760  =   0.99995385
 HA0558!UTM  16      -   0.99998624  x   0.99960002  =   0.99958627
 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
 HA0558.Superseded values are not recommended for survey control.
 HA0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0558.See file dsdata.txt to determine how the superseded data were derived.
 HA0558
 HA0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG0136398071(NAD 83)
 HA0558_MARKER: DS = TRIANGULATION STATION DISK
 HA0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0558_STAMPING: GRAND 1946
 HA0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0558+STABILITY: SURFACE MOTION
 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             NGS
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1861 ***********************************************************************
 KA1861  DESIGNATION -  GRAND
 KA1861  PID         -  KA1861
 KA1861  STATE/COUNTY-  IN/VIGO
 KA1861  USGS QUAD   -  TERRE HAUTE (1993)
 KA1861
 KA1861                         *CURRENT SURVEY CONTROL
 KA1861  ___________________________________________________________________
 KA1861* NAD 83(1997)-  39 26 01.94651(N)    087 23 37.48927(W)     ADJUSTED  
 KA1861* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 KA1861  ___________________________________________________________________
 KA1861  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 KA1861  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KA1861
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1861
 KA1861.The geoid height was determined by GEOID03.
 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     -   0.99998129  x   0.99997546  =   0.99995675
 KA1861!UTM  16      -   0.99998129  x   0.99961414  =   0.99959544
 KA1861
 KA1861|---------------------------------------------------------------------|
 KA1861| PID    Reference Object                     Distance      Geod. Az  |
 KA1861|                                                           dddmmss.s |
 KA1861| KA1860 NO 310 INGS 1947                      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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1861.See file dsdata.txt to determine how the superseded data were derived.
 KA1861
 KA1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6611465000(NAD 83)
 KA1861_MARKER: DE = TRAVERSE STATION DISK
 KA1861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1861
 KA1861  HISTORY     - Date     Condition        Report By
 KA1861  HISTORY     - 1947     MONUMENTED       CGS
 KA1861  HISTORY     - 1960     GOOD             CGS
 KA1861  HISTORY     - 19900609 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA0559 ***********************************************************************
 HA0559  DESIGNATION -  GRAND AZ MK
 HA0559  PID         -  HA0559
 HA0559  STATE/COUNTY-  IN/SPENCER
 HA0559  USGS QUAD   -  LEWISPORT (1967)
 HA0559
 HA0559                         *CURRENT SURVEY CONTROL
 HA0559  ___________________________________________________________________
 HA0559* NAD 83(1986)-  37 55 48.     (N)    086 59 27.     (W)     SCALED    
 HA0559* NAVD 88     -       120.789  (meters)     396.29   (feet)  ADJUSTED  
 HA0559  ___________________________________________________________________
 HA0559  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 HA0559  DYNAMIC HT  -         120.708 (meters)     396.02  (feet)  COMP
 HA0559  MODELED GRAV-     979,956.2   (mgal)                       NAVD 88
 HA0559
 HA0559  VERT ORDER  -  FIRST     CLASS II
 HA0559
 HA0559.The horizontal coordinates were scaled from a topographic map and have
 HA0559.an estimated accuracy of +/- 6 seconds.
 HA0559
 HA0559.The orthometric height was determined by differential leveling
 HA0559.and adjusted by the National Geodetic Survey in June 1991..
 HA0559
 HA0559.The geoid height was determined by GEOID03.
 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     -   297,730.      908,130.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0559.See file dsdata.txt to determine how the superseded data were derived.
 HA0559
 HA0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG008980(NAD 83)
 HA0559_MARKER: DZ = AZIMUTH MARK DISK
 HA0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0559_STAMPING: GRAND 1946
 HA0559_MARK LOGO: CGS   
 HA0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0559+STABILITY: SURFACE MOTION
 HA0559
 HA0559  HISTORY     - Date     Condition        Report By
 HA0559  HISTORY     - 1946     MONUMENTED       CGS
 HA0559  HISTORY     - 1965     GOOD             NGS
 HA0559
 HA0559                          STATION DESCRIPTION
 HA0559
 HA0559'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1610 ***********************************************************************
 HZ1610  DESIGNATION -  GRANT
 HZ1610  PID         -  HZ1610
 HZ1610  STATE/COUNTY-  IN/CLARK
 HZ1610  USGS QUAD   -  OWEN (1983)
 HZ1610
 HZ1610                         *CURRENT SURVEY CONTROL
 HZ1610  ___________________________________________________________________
 HZ1610* NAD 83(1997)-  38 28 23.24288(N)    085 36 14.28154(W)     ADJUSTED  
 HZ1610* NAVD 88     -       193.053  (meters)     633.37   (feet)  ADJUSTED  
 HZ1610  ___________________________________________________________________
 HZ1610  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 HZ1610  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HZ1610  DYNAMIC HT  -         192.924 (meters)     632.95  (feet)  COMP
 HZ1610  MODELED GRAV-     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
 HZ1610.and adjusted by the National Geodetic Survey in June 1991..
 HZ1610
 HZ1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1610
 HZ1610.The geoid height was determined by GEOID03.
 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;                    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     -   0.99997497  x   0.99996704  =   0.99994201
 HZ1610!SPC KY1Z     -   0.99997497  x   0.99995909  =   0.99993407
 HZ1610!SPC KY N     -   0.99997497  x   0.99996208  =   0.99993706
 HZ1610!UTM  16      -   0.99997497  x   0.99978263  =   0.99975761
 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
 HZ1610.Superseded values are not recommended for survey control.
 HZ1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1610.See file dsdata.txt to determine how the superseded data were derived.
 HZ1610
 HZ1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2177959234(NAD 83)
 HZ1610_MARKER: DS = TRIANGULATION STATION DISK
 HZ1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1610_STAMPING: GRANT 1947
 HZ1610_MARK LOGO: CGS   
 HZ1610_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HZ1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1610+STABILITY: SURFACE MOTION
 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             NGS
 HZ1610  HISTORY     - 19850321 GOOD             NGS
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1911 ***********************************************************************
 KA1911  DESIGNATION -  GRANT
 KA1911  PID         -  KA1911
 KA1911  STATE/COUNTY-  IN/MARION
 KA1911  USGS QUAD   -  INDIANAPOLIS EAST (1980)
 KA1911
 KA1911                         *CURRENT SURVEY CONTROL
 KA1911  ___________________________________________________________________
 KA1911* NAD 83(1997)-  39 52 23.48908(N)    086 05 19.45607(W)     ADJUSTED  
 KA1911* NAVD 88     -       242.84   (+/-2cm)     796.7    (feet)  VERTCON   
 KA1911  ___________________________________________________________________
 KA1911  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 KA1911  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KA1911
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1911
 KA1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1911
 KA1911.The geoid height was determined by GEOID03.
 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     -   0.99996720  x   0.99998271  =   0.99994991
 KA1911!UTM  16      -   0.99996720  x   0.99967476  =   0.99964197
 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  NGVD 29 (07/19/86)  242.97   (m)          797.1    (f) LEVELING    3  
 KA1911
 KA1911.Superseded values are not recommended for survey control.
 KA1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1911.See file dsdata.txt to determine how the superseded data were derived.
 KA1911
 KA1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7792914080(NAD 83)
 KA1911_MARKER: DS = TRIANGULATION STATION DISK
 KA1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA2201 ***********************************************************************
 LA2201  DESIGNATION -  GRANT
 LA2201  PID         -  LA2201
 LA2201  STATE/COUNTY-  IN/WABASH
 LA2201  USGS QUAD   -  LA FONTAINE (1994)
 LA2201
 LA2201                         *CURRENT SURVEY CONTROL
 LA2201  ___________________________________________________________________
 LA2201* NAD 83(1997)-  40 42 04.32926(N)    085 44 02.96060(W)     ADJUSTED  
 LA2201* NAVD 88     -       260.     (meters)     853.     (feet)  SCALED    
 LA2201  ___________________________________________________________________
 LA2201  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 LA2201  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 LA2201
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2201
 LA2201.The geoid height was determined by GEOID03.
 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     -   0.99996461  x   0.99996707  =   0.99993168
 LA2201!UTM  16      -   0.99996461  x   0.99974076  =   0.99970538
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2201.See file dsdata.txt to determine how the superseded data were derived.
 LA2201
 LA2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0694006359(NAD 83)
 LA2201_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 LA2201'THE EAST SIDE OF STATE HIGHWAY 15 AND ON PROPERTY OWNED BY LUTHER
 LA2201'COCHRAN.  IT IS 117 FEET SOUTHWEST OF
 LA2201'THE NORTHWEST CORNER OF A BARN, 81 FEET NORTH OF AN ENTRANCE
 LA2201'DRIVE AND 54 FEET EAST OF THE HIGHWAY.  THE
 LA2201'MARK IS FLUSH AND THE DISK IS STAMPED GRANT
 LA2201'1948.
 LA2201'
 LA2201'REFERENCE MARK NO. 1 IS 107.30 FEET NORTHEAST OF THE STATION.  IT IS
 LA2201'17 FEET SOUTH OF THE NORTHWEST
 LA2201'CORNER OF THE BARN AND 2 FEET WEST SIDE OF THE BARN.  THE
 LA2201'MARK IS FLUSH AND THE DISK IS
 LA2201'STAMPED GRANT NO 1 1948.
 LA2201'
 LA2201'REFERENCE MARK NO. 2 IS 94.24 FEET SOUTHEAST OF THE STATION.  IT IS
 LA2201'38 FEET EAST OF THE HIGHWAY, 13
 LA2201'FEET SOUTH OF AN ENTRANCE DRIVE AND 1 FOOT WEST OF A POWER LINE POLE.
 LA2201'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
 LA2201'FEET WEST OF THE CENTER OF THE
 LA2201'HIGHWAY, 1 FOOT EAST OF A FENCELINE AND 1 FOOT NORTH OF A WHITE
 LA2201'WITNESS POST.  THE MARK PROJECTS 4
 LA2201'INCHES AND 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
 LA2201'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTH OF 0.65 MILE TO THE
 LA2201'STATION ON THE RIGHT AS
 LA2201'DESCRIBED.
 LA2201'
 LA2201'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1608 ***********************************************************************
 HZ1608  DESIGNATION -  GRANT AZ MK
 HZ1608  PID         -  HZ1608
 HZ1608  STATE/COUNTY-  IN/CLARK
 HZ1608  USGS QUAD   -  OWEN (1983)
 HZ1608
 HZ1608                         *CURRENT SURVEY CONTROL
 HZ1608  ___________________________________________________________________
 HZ1608* NAD 83(1986)-  38 28 45.     (N)    085 35 36.     (W)     SCALED    
 HZ1608* NAVD 88     -       194.247  (meters)     637.29   (feet)  ADJUSTED  
 HZ1608  ___________________________________________________________________
 HZ1608  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 HZ1608  DYNAMIC HT  -         194.117 (meters)     636.87  (feet)  COMP
 HZ1608  MODELED GRAV-     979,954.9   (mgal)                       NAVD 88
 HZ1608
 HZ1608  VERT ORDER  -  FIRST     CLASS II
 HZ1608
 HZ1608.The horizontal coordinates were scaled from a topographic map and have
 HZ1608.an estimated accuracy of +/- 6 seconds.
 HZ1608
 HZ1608.The orthometric height was determined by differential leveling
 HZ1608.and adjusted by the National Geodetic Survey in June 1991..
 HZ1608
 HZ1608.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1608.See file dsdata.txt to determine how the superseded data were derived.
 HZ1608
 HZ1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH226599(NAD 83)
 HZ1608_MARKER: DZ = AZIMUTH MARK DISK
 HZ1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1608_SP_SET: 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             NGS
 HZ1608  HISTORY     - 1970     GOOD             NGS
 HZ1608  HISTORY     - 19850321 GOOD             NGS
 HZ1608
 HZ1608                          STATION DESCRIPTION
 HZ1608
 HZ1608'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1854 ***********************************************************************
 LA1854  DESIGNATION -  GRANT F 1
 LA1854  PID         -  LA1854
 LA1854  STATE/COUNTY-  IN/GRANT
 LA1854  USGS QUAD   -  SWEETSER (1992)
 LA1854
 LA1854                         *CURRENT SURVEY CONTROL
 LA1854  ___________________________________________________________________
 LA1854* NAD 83(1986)-  40 33 48.     (N)    085 49 32.     (W)     SCALED    
 LA1854* NAVD 88     -       247.584  (meters)     812.28   (feet)  ADJUSTED  
 LA1854  ___________________________________________________________________
 LA1854  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LA1854  DYNAMIC HT  -         247.458 (meters)     811.87  (feet)  COMP
 LA1854  MODELED GRAV-     980,109.2   (mgal)                       NAVD 88
 LA1854
 LA1854  VERT ORDER  -  SECOND    CLASS 0
 LA1854
 LA1854.The horizontal coordinates were scaled from a topographic map and have
 LA1854.an estimated accuracy of +/- 6 seconds.
 LA1854
 LA1854.The orthometric height was determined by differential leveling
 LA1854.and adjusted by the National Geodetic Survey in June 1991..
 LA1854
 LA1854.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1854.See file dsdata.txt to determine how the superseded data were derived.
 LA1854
 LA1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK994909(NAD 83)
 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             NGS
 LA1854
 LA1854                          STATION DESCRIPTION
 LA1854
 LA1854'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1611 ***********************************************************************
 HZ1611  DESIGNATION -  GRANT RM 3
 HZ1611  PID         -  HZ1611
 HZ1611  STATE/COUNTY-  IN/CLARK
 HZ1611  USGS QUAD   -  OWEN (1983)
 HZ1611
 HZ1611                         *CURRENT SURVEY CONTROL
 HZ1611  ___________________________________________________________________
 HZ1611* NAD 83(1986)-  38 28 23.     (N)    085 36 14.     (W)     SCALED    
 HZ1611* NAVD 88     -       192.877  (meters)     632.80   (feet)  ADJUSTED  
 HZ1611  ___________________________________________________________________
 HZ1611  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HZ1611  DYNAMIC HT  -         192.749 (meters)     632.38  (feet)  COMP
 HZ1611  MODELED GRAV-     979,956.0   (mgal)                       NAVD 88
 HZ1611
 HZ1611  VERT ORDER  -  FIRST     CLASS II
 HZ1611
 HZ1611.The horizontal coordinates were scaled from a topographic map and have
 HZ1611.an estimated accuracy of +/- 6 seconds.
 HZ1611
 HZ1611.The orthometric height was determined by differential leveling
 HZ1611.and adjusted by the National Geodetic Survey in June 1991..
 HZ1611
 HZ1611.The geoid height was determined by GEOID03.
 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     -   358,000.      105,480.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1611.See file dsdata.txt to determine how the superseded data were derived.
 HZ1611
 HZ1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH217592(NAD 83)
 HZ1611_MARKER: DR = REFERENCE MARK DISK
 HZ1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1611_STAMPING: GRANT NO 3 1964
 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             NGS
 HZ1611
 HZ1611                          STATION DESCRIPTION
 HZ1611
 HZ1611'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1609 ***********************************************************************
 HZ1609  DESIGNATION -  GRANT RM 4
 HZ1609  PID         -  HZ1609
 HZ1609  STATE/COUNTY-  IN/CLARK
 HZ1609  USGS QUAD   -  OWEN (1983)
 HZ1609
 HZ1609                         *CURRENT SURVEY CONTROL
 HZ1609  ___________________________________________________________________
 HZ1609* NAD 83(1986)-  38 28 23.     (N)    085 36 14.     (W)     SCALED    
 HZ1609* NAVD 88     -       192.929  (meters)     632.97   (feet)  ADJUSTED  
 HZ1609  ___________________________________________________________________
 HZ1609  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HZ1609  DYNAMIC HT  -         192.800 (meters)     632.54  (feet)  COMP
 HZ1609  MODELED GRAV-     979,956.0   (mgal)                       NAVD 88
 HZ1609
 HZ1609  VERT ORDER  -  FIRST     CLASS II
 HZ1609
 HZ1609.The horizontal coordinates were scaled from a topographic map and have
 HZ1609.an estimated accuracy of +/- 6 seconds.
 HZ1609
 HZ1609.The orthometric height was determined by differential leveling
 HZ1609.and adjusted by the National Geodetic Survey in June 1991..
 HZ1609
 HZ1609.The geoid height was determined by GEOID03.
 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     -   358,000.      105,480.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1609.See file dsdata.txt to determine how the superseded data were derived.
 HZ1609
 HZ1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH217592(NAD 83)
 HZ1609_MARKER: DR = REFERENCE MARK DISK
 HZ1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1609_STAMPING: GRANT NO 4 1964
 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             NGS
 HZ1609
 HZ1609                          STATION DESCRIPTION
 HZ1609
 HZ1609'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2442 ***********************************************************************
 LB2442  DESIGNATION -  GRASS
 LB2442  PID         -  LB2442
 LB2442  STATE/COUNTY-  IN/FULTON
 LB2442  USGS QUAD   -  GRASS CREEK (1977)
 LB2442
 LB2442                         *CURRENT SURVEY CONTROL
 LB2442  ___________________________________________________________________
 LB2442* NAD 83(1997)-  40 57 50.63114(N)    086 24 16.46052(W)     ADJUSTED  
 LB2442* NAVD 88     -       235.50   (+/-2cm)     772.6    (feet)  VERTCON   
 LB2442  ___________________________________________________________________
 LB2442  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 LB2442  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 LB2442
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2442
 LB2442.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2442
 LB2442.The geoid height was determined by GEOID03.
 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     -   0.99996834  x   1.00001414  =   0.99998248
 LB2442!UTM  16      -   0.99996834  x   0.99963090  =   0.99959925
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  235.62   (m)          773.0    (f) LEVELING    3  
 LB2442
 LB2442.Superseded values are not recommended for survey control.
 LB2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2442.See file dsdata.txt to determine how the superseded data were derived.
 LB2442
 LB2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5010434939(NAD 83)
 LB2442_MARKER: DS = TRIANGULATION STATION DISK
 LB2442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2185 ***********************************************************************
 LB2185  DESIGNATION -  GRAVEL
 LB2185  PID         -  LB2185
 LB2185  STATE/COUNTY-  IN/BENTON
 LB2185  USGS QUAD   -  EARL PARK (1979)
 LB2185
 LB2185                         *CURRENT SURVEY CONTROL
 LB2185  ___________________________________________________________________
 LB2185* NAD 83(1997)-  40 39 47.81226(N)    087 23 19.40786(W)     ADJUSTED  
 LB2185* NAVD 88     -       237.     (meters)     778.     (feet)  SCALED    
 LB2185  ___________________________________________________________________
 LB2185  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 LB2185  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 LB2185
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2185
 LB2185.The geoid height was determined by GEOID03.
 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  =   0.99958135
 LB2185
 LB2185:                Primary Azimuth Mark                     Grid Az
 LB2185:SPC IN W     -  GRAVEL AZ MK                             095 04 47.7
 LB2185:UTM  16      -  GRAVEL AZ MK                             095 08 03.2
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2185.See file dsdata.txt to determine how the superseded data were derived.
 LB2185
 LB2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6714201452(NAD 83)
 LB2185_MARKER: DS = TRIANGULATION STATION DISK
 LB2185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2568 ***********************************************************************
 LB2568  DESIGNATION -  GRAY
 LB2568  PID         -  LB2568
 LB2568  STATE/COUNTY-  IN/MONTGOMERY
 LB2568  USGS QUAD   -  KIRKPATRICK (1958)
 LB2568
 LB2568                         *CURRENT SURVEY CONTROL
 LB2568  ___________________________________________________________________
 LB2568* NAD 83(1997)-  40 11 19.73893(N)    086 47 49.34283(W)     ADJUSTED  
 LB2568* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 LB2568  ___________________________________________________________________
 LB2568  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 LB2568  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 LB2568
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2568
 LB2568.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2568.See file dsdata.txt to determine how the superseded data were derived.
 LB2568
 LB2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1727748734(NAD 83)
 LB2568_MARKER: DS = TRIANGULATION STATION DISK
 LB2568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2568_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ1199 ***********************************************************************
 JZ1199  DESIGNATION -  GRAY GABLES
 JZ1199  PID         -  JZ1199
 JZ1199  STATE/COUNTY-  IN/WAYNE
 JZ1199  USGS QUAD   -  RICHMOND (1981)
 JZ1199
 JZ1199                         *CURRENT SURVEY CONTROL
 JZ1199  ___________________________________________________________________
 JZ1199* NAD 83(1986)-  39 49 14.     (N)    084 57 48.     (W)     SCALED    
 JZ1199* NAVD 88     -       323.62   (meters)    1061.7    (feet)  RESET     
 JZ1199  ___________________________________________________________________
 JZ1199  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JZ1199
 JZ1199  VERT ORDER  -  THIRD
 JZ1199
 JZ1199.The horizontal coordinates were scaled from a topographic map and have
 JZ1199.an estimated accuracy of +/- 6 seconds.
 JZ1199
 JZ1199.The orthometric height was computed from unverified reset data.
 JZ1199.No vertical observational check was made to the station.
 JZ1199
 JZ1199.The geoid height was determined by GEOID03.
 JZ1199
 JZ1199;                    North         East    Units  Estimated Accuracy
 JZ1199;SPC IN E     -   507,830.      160,220.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1199.See file dsdata.txt to determine how the superseded data were derived.
 JZ1199
 JZ1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK743098(NAD 83)
 JZ1199_MARKER: DD = SURVEY DISK
 JZ1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1199_SP_SET: 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             NGS
 JZ1199
 JZ1199                          STATION DESCRIPTION
 JZ1199
 JZ1199'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB2219 ***********************************************************************
 LB2219  DESIGNATION -  GREEN
 LB2219  PID         -  LB2219
 LB2219  STATE/COUNTY-  IN/WARREN
 LB2219  USGS QUAD   -  CHATTERTON (1961)
 LB2219
 LB2219                         *CURRENT SURVEY CONTROL
 LB2219  ___________________________________________________________________
 LB2219* NAD 83(1997)-  40 22 47.83511(N)    087 08 56.89957(W)     ADJUSTED  
 LB2219* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 LB2219  ___________________________________________________________________
 LB2219  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 LB2219  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 LB2219
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2219
 LB2219.The geoid height was determined by GEOID03.
 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     -   0.99997058  x   0.99996705  =   0.99993763
 LB2219!UTM  16      -   0.99997058  x   0.99960197  =   0.99957257
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2219.See file dsdata.txt to determine how the superseded data were derived.
 LB2219
 LB2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK8734069940(NAD 83)
 LB2219_MARKER: DS = TRIANGULATION STATION DISK
 LB2219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ3355 ***********************************************************************
 JZ3355  DESIGNATION -  GREEN
 JZ3355  PID         -  JZ3355
 JZ3355  STATE/COUNTY-  IN/JENNINGS
 JZ3355  USGS QUAD   -  BUTLERVILLE (1994)
 JZ3355
 JZ3355                         *CURRENT SURVEY CONTROL
 JZ3355  ___________________________________________________________________
 JZ3355* NAD 83(1997)-  39 06 09.80703(N)    085 30 10.18433(W)     ADJUSTED  
 JZ3355* NAVD 88     -       251.9    (meters)     826.     (feet)  VERTCON   
 JZ3355  ___________________________________________________________________
 JZ3355  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 JZ3355  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JZ3355
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3355
 JZ3355.The geoid height was determined by GEOID03.
 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     -   0.99996583  x   0.99996914  =   0.99993498
 JZ3355!UTM  16      -   0.99996583  x   0.99980636  =   0.99977220
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  252.0    (m)          827.     (f) VERT ANG       
 JZ3355
 JZ3355.Superseded values are not recommended for survey control.
 JZ3355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3355.See file dsdata.txt to determine how the superseded data were derived.
 JZ3355
 JZ3355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2945829243(NAD 83)
 JZ3355_MARKER: N = NAIL
 JZ3355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD1619 ***********************************************************************
 MD1619  DESIGNATION -  GREEN
 MD1619  PID         -  MD1619
 MD1619  STATE/COUNTY-  IN/NOBLE
 MD1619  USGS QUAD   -  MERRIAM (1965)
 MD1619
 MD1619                         *CURRENT SURVEY CONTROL
 MD1619  ___________________________________________________________________
 MD1619* NAD 83(1997)-  41 20 41.06273(N)    085 25 19.45031(W)     ADJUSTED  
 MD1619* NAVD 88     -       293.     (meters)     961.     (feet)  SCALED    
 MD1619  ___________________________________________________________________
 MD1619  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 MD1619  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 MD1619
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1619
 MD1619.The geoid height was determined by GEOID03.
 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     -   0.99995925  x   0.99997182  =   0.99993107
 MD1619!UTM  16      -   0.99995925  x   0.99981448  =   0.99977374
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1619.See file dsdata.txt to determine how the superseded data were derived.
 MD1619
 MD1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3201578229(NAD 83)
 MD1619_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1619
 MD1619  HISTORY     - Date     Condition        Report By
 MD1619  HISTORY     - 1946     MONUMENTED       CGS
 MD1619  HISTORY     - 1960     SEE DESCRIPTION  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
 MD1619'ALONG THE EAST SIDE OF STATE HIGHWAY 9.  IT IS ABOUT 150 YARDS EAST
 MD1619'OF STATE HIGHWAY 9 AND 1 FOOT SOUTH
 MD1619'OF AN EAST-WEST FENCE LINE.  A TRAVERSE CONNECTION WAS
 MD1619'MADE TO T-163 (USC AND GS) B.M. AND THE DISTANCE
 MD1619'WAS FOUND TO BE 74.984 METERS.  THE
 MD1619'MARK 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.
 MD1619'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED GREEN NO 1
 MD1619'1946.
 MD1619'
 MD1619'REFERENCE MARK NO. 2 IS 79.41 FEET WEST OF THE STATION AND 1 FOOT
 MD1619'SOUTH OF AN EASTWEST FENCE LINE.
 MD1619'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED GREEN NO 2
 MD1619'1946.
 MD1619'
 MD1619'T-163 (USC AND GS) B.M. IS 246.01 FEET NORTHWEST OF THE STATION, 90
 MD1619'FEET EAST OF THE APPROXIMATE
 MD1619'CENTERLINE OF STATE HIGHWAY 9 AND 1 FOOT SOUTHWEST OF A 20 INCH TREE.
 MD1619'THE MARK IS A 5 BY 5 FOOT CONCRETE WELL
 MD1619'CURB AND THE DISK IS IN A DRILLHOLE IN THE NORTHEAST CORNER.
 MD1619'THE DISK 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
 MD1619'THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 9, 7 FEET SOUTH OF
 MD1619'TELEPHONE POLE NO. T-1016 AND 3 FEET
 MD1619'SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2
 MD1619'INCHES AND 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
 MD1619'T-ROAD EAST AND THE AZIMUTH MARK IN THE SOUTHEAST ANGLE AS DESCRIBED.
 MD1619'CONTINUE SOUTH ON STATE HIGHWAY 9 FOR 0.5
 MD1619'MILE TO A DRIVEWAY EAST INTO AS FARMYARD.  T-163
 MD1619'(USC AND GS) B.M. IS ON THE NORTHEAST CORNER OF THE
 MD1619'WELL CURB IN THIS YARD.  PASS THROUGH GATE
 MD1619'INTO STUMP FIELD, BEAR RIGHT TO TOP OF HILL AND THE STATION IN AN
 MD1619'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.
 MD1619'A NEW AZIMUTH MARK WAS SET EXACTLY ON THE LINE BETWEEN STATION AND
 MD1619'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
 MD1619'AZIMUTH 167 DEG 17 MIN 13.4 SEC FROM THE STATION, 239 FEET S OF THE
 MD1619'INTERSECTION OF THE CENTER LINES OF A PAVED
 MD1619'COUNTY ROAD AND NO. 9 INDIANA HIGHWAY, ABOUT 28 FEET E OF CENTER
 MD1619'LINE OF THE HIGHWAY, ABOUT LEVEL WITH
 MD1619'SAME, 82.6 FEET W OF SW CORNER OF CONCRETE BLOCK
 MD1619'FOUNDATION OF A FRAME HOUSE, AND 6 FEET S OF PROJECTED
 MD1619'PLANE OF THE S WALL OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1828 ***********************************************************************
 JA1828  DESIGNATION -  GREEN
 JA1828  PID         -  JA1828
 JA1828  STATE/COUNTY-  IN/DUBOIS
 JA1828  USGS QUAD   -  SAINT MEINRAD (1980)
 JA1828
 JA1828                         *CURRENT SURVEY CONTROL
 JA1828  ___________________________________________________________________
 JA1828* NAD 83(1997)-  38 14 55.83369(N)    086 48 38.35550(W)     ADJUSTED  
 JA1828* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 JA1828  ___________________________________________________________________
 JA1828  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 JA1828  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 JA1828
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1828
 JA1828.The geoid height was determined by GEOID03.
 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     -   0.99997262  x   0.99997368  =   0.99994631
 JA1828!UTM  16      -   0.99997262  x   0.99960338  =   0.99957602
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1828.See file dsdata.txt to determine how the superseded data were derived.
 JA1828
 JA1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1656833442(NAD 83)
 JA1828_MARKER: DS = TRIANGULATION STATION DISK
 JA1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1828'264, 51 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 28
 JA1828'FEET SOUTHEAST OF A GUY WIRE
 JA1828'POLE FOR A POWERLINE, 10 FEET SOUTH OF A
 JA1828'WITNESS POST AND IS LOCATED AT A POINT WHERE
 JA1828'THE HIGHWAY CURVES
 JA1828'NORTH.  THE MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND
 JA1828'AND THE DISK IS
 JA1828'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
 JA1828'THE HIGHWAY AND 5 FEET EAST OF A GUY WIRE POLE FOR A
 JA1828'POWERLINE.  THE MARK PROJECTS 5
 JA1828'INCHES AND THE DISK IS STAMPED GREEN
 JA1828'NO 1 1946.
 JA1828'
 JA1828'REFERENCE MARK NO 2 IS 96.37 FEET WEST OF THE STATION, 21.5 FEET
 JA1828'SOUTH OF THE CENTERLINE OF
 JA1828'THE HIGHWAY AND IS ON THE NORTH EDGE OF A CULTIVATED
 JA1828'FIELD.  THE MARK PROJECTS 2
 JA1828'INCHES AND THE DISK IS STAMPED NO 2 GREEN 1946.
 JA1828'
 JA1828'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE WEST OF THE STATION, 21
 JA1828'FEET WEST OF THE
 JA1828'CENTERLINE OF THE HIGHWAY AND 2 FEET NORTHWEST OF A WITNESS
 JA1828'POST.  THE MARK PROJECTS
 JA1828'1 INCH AND THE DISK IS STAMPED GREEN 1946.
 JA1828'
 JA1828'TO REACH THE STATION FROM THE STANDARD SERVICE STATION IN FERDINAND,
 JA1828'GO NORTH ON STATE HIGHWAY
 JA1828'162 FOR 1.8 MILES TO A JUNCTION WITH STATE HIGHWAY
 JA1828'264, TURN RIGHT GO EAST ON HIGHWAY
 JA1828'264 FOR 2.7 MILES TO THE AZIMUTH
 JA1828'MARK ON THE LEFT, THENCE FOLLOW HIGHWAY NORTH AND
 JA1828'EAST FOR 0.45 MILE
 JA1828'TO THE STATION ON THE RIGHT.
 JA1828'
 JA1828'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA2008 ***********************************************************************
 KA2008  DESIGNATION -  GREENCASTLE DEPAUW UNIV DOME
 KA2008  PID         -  KA2008
 KA2008  STATE/COUNTY-  IN/PUTNAM
 KA2008  USGS QUAD   -  GREENCASTLE (1986)
 KA2008
 KA2008                         *CURRENT SURVEY CONTROL
 KA2008  ___________________________________________________________________
 KA2008* NAD 83(1997)-  39 38 25.13882(N)    086 51 41.35535(W)     ADJUSTED  
 KA2008* NAVD 88     -                                                        
 KA2008  ___________________________________________________________________
 KA2008  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 KA2008  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KA2008
 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
 KA2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2008
 KA2008.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA2008
 KA2008  NAD 83(1986)-  39 38 25.13829(N)    086 51 41.34887(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2008.See file dsdata.txt to determine how the superseded data were derived.
 KA2008
 KA2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1188587846(NAD 83)
 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 = OCTOBER  6, 2006
 KA2009 ***********************************************************************
 KA2009  DESIGNATION -  GREENCASTLE MAGNETIC STA 1939
 KA2009  PID         -  KA2009
 KA2009  STATE/COUNTY-  IN/PUTNAM
 KA2009  USGS QUAD   -  GREENCASTLE (1986)
 KA2009
 KA2009                         *CURRENT SURVEY CONTROL
 KA2009  ___________________________________________________________________
 KA2009* NAD 83(1997)-  39 37 37.07945(N)    086 51 21.18428(W)     ADJUSTED  
 KA2009* NAVD 88     -       272.     (meters)     892.     (feet)  SCALED    
 KA2009  ___________________________________________________________________
 KA2009  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 KA2009  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KA2009
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2009
 KA2009.The geoid height was determined by GEOID03.
 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  =   0.99956442
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2009.See file dsdata.txt to determine how the superseded data were derived.
 KA2009
 KA2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1236886365(NAD 83)
 KA2009_MARKER: V = STONE MONUMENT
 KA2009_SETTING: 0 = UNSPECIFIED SETTING
 KA2009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA2009
 KA2009  HISTORY     - Date     Condition        Report By
 KA2009  HISTORY     - 1939     MONUMENTED       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 = OCTOBER  6, 2006
 KA2007 ***********************************************************************
 KA2007  DESIGNATION -  GREENCASTLE PRESB CHURCH SPIRE
 KA2007  PID         -  KA2007
 KA2007  STATE/COUNTY-  IN/PUTNAM
 KA2007  USGS QUAD   -  GREENCASTLE (1986)
 KA2007
 KA2007                         *CURRENT SURVEY CONTROL
 KA2007  ___________________________________________________________________
 KA2007* NAD 83(1997)-  39 38 33.52080(N)    086 51 45.70974(W)     ADJUSTED  
 KA2007* NAVD 88     -                                                        
 KA2007  ___________________________________________________________________
 KA2007  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 KA2007  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KA2007
 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
 KA2007.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2007
 KA2007.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA2007
 KA2007  NAD 83(1986)-  39 38 33.51961(N)    086 51 45.70304(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2007.See file dsdata.txt to determine how the superseded data were derived.
 KA2007
 KA2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1178188105(NAD 83)
 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 = OCTOBER  6, 2006
 KA2006 ***********************************************************************
 KA2006  DESIGNATION -  GREENCASTLE PUTNAM CO CTHSE
 KA2006  PID         -  KA2006
 KA2006  STATE/COUNTY-  IN/PUTNAM
 KA2006  USGS QUAD   -  GREENCASTLE (1986)
 KA2006
 KA2006                         *CURRENT SURVEY CONTROL
 KA2006  ___________________________________________________________________
 KA2006* NAD 83(1997)-  39 38 39.77301(N)    086 51 53.80161(W)     ADJUSTED  
 KA2006* NAVD 88     -                                                        
 KA2006  ___________________________________________________________________
 KA2006  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 KA2006  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KA2006
 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
 KA2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2006
 KA2006.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA2006
 KA2006  NAD 83(1986)-  39 38 39.77200(N)    086 51 53.79571(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2006.See file dsdata.txt to determine how the superseded data were derived.
 KA2006
 KA2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1158888297(NAD 83)
 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 = OCTOBER  6, 2006
 KA1623 ***********************************************************************
 KA1623  DESIGNATION -  GREENCASTLE RESET
 KA1623  PID         -  KA1623
 KA1623  STATE/COUNTY-  IN/PUTNAM
 KA1623  USGS QUAD   -  GREENCASTLE (1986)
 KA1623
 KA1623                         *CURRENT SURVEY CONTROL
 KA1623  ___________________________________________________________________
 KA1623* NAD 83(1997)-  39 38 35.08507(N)    086 51 12.03640(W)     ADJUSTED  
 KA1623* NAVD 88     -       266.42   (meters)     874.1    (feet)  RESET     
 KA1623  ___________________________________________________________________
 KA1623  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 KA1623  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KA1623
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1623
 KA1623.The geoid height was determined by GEOID03.
 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  =   0.99956535
 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 (04/16/04)  266.52   (m)          874.4    (f) RESET       3  
 KA1623
 KA1623.Superseded values are not recommended for survey control.
 KA1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1623.See file dsdata.txt to determine how the superseded data were derived.
 KA1623
 KA1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1258388154(NAD 83)
 KA1623_MARKER: DH = HORIZONTAL CONTROL DISK
 KA1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1623_SP_SET: 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 = OCTOBER  6, 2006
 KA0596 ***********************************************************************
 KA0596  DESIGNATION -  GREENCASTLE RM 1
 KA0596  PID         -  KA0596
 KA0596  STATE/COUNTY-  IN/PUTNAM
 KA0596  USGS QUAD   -  GREENCASTLE (1986)
 KA0596
 KA0596                         *CURRENT SURVEY CONTROL
 KA0596  ___________________________________________________________________
 KA0596* NAD 83(1986)-  39 38 34.     (N)    086 51 11.     (W)     SCALED    
 KA0596* NAVD 88     -       265.854  (meters)     872.22   (feet)  ADJUSTED  
 KA0596  ___________________________________________________________________
 KA0596  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KA0596  DYNAMIC HT  -         265.704 (meters)     871.73  (feet)  COMP
 KA0596  MODELED GRAV-     980,055.8   (mgal)                       NAVD 88
 KA0596
 KA0596  VERT ORDER  -  SECOND    CLASS 0
 KA0596
 KA0596.The horizontal coordinates were scaled from a topographic map and have
 KA0596.an estimated accuracy of +/- 6 seconds.
 KA0596
 KA0596.The orthometric height was determined by differential leveling
 KA0596.and adjusted by the National Geodetic Survey in June 1991..
 KA0596
 KA0596.The geoid height was determined by GEOID03.
 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     -   487,880.      919,770.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0596.See file dsdata.txt to determine how the superseded data were derived.
 KA0596
 KA0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ126881(NAD 83)
 KA0596_MARKER: DR = REFERENCE MARK DISK
 KA0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0596_SP_SET: 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             NGS
 KA0596  HISTORY     - 1957     MARK NOT FOUND   USGS
 KA0596  HISTORY     - 19820321 MARK NOT FOUND   NGS
 KA0596
 KA0596                          STATION DESCRIPTION
 KA0596
 KA0596'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0597 ***********************************************************************
 KA0597  DESIGNATION -  GREENCASTLE RM 2
 KA0597  PID         -  KA0597
 KA0597  STATE/COUNTY-  IN/PUTNAM
 KA0597  USGS QUAD   -  GREENCASTLE (1986)
 KA0597
 KA0597                         *CURRENT SURVEY CONTROL
 KA0597  ___________________________________________________________________
 KA0597* NAD 83(1986)-  39 38 34.     (N)    086 51 11.     (W)     SCALED    
 KA0597* NAVD 88     -       266.642  (meters)     874.81   (feet)  ADJUSTED  
 KA0597  ___________________________________________________________________
 KA0597  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KA0597  DYNAMIC HT  -         266.491 (meters)     874.31  (feet)  COMP
 KA0597  MODELED GRAV-     980,055.8   (mgal)                       NAVD 88
 KA0597
 KA0597  VERT ORDER  -  SECOND    CLASS 0
 KA0597
 KA0597.The horizontal coordinates were scaled from a topographic map and have
 KA0597.an estimated accuracy of +/- 6 seconds.
 KA0597
 KA0597.The orthometric height was determined by differential leveling
 KA0597.and adjusted by the National Geodetic Survey in June 1991..
 KA0597
 KA0597.The geoid height was determined by GEOID03.
 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     -   487,880.      919,770.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0597.See file dsdata.txt to determine how the superseded data were derived.
 KA0597
 KA0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ126881(NAD 83)
 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             NGS
 KA0597  HISTORY     - 19820321 GOOD             NGS
 KA0597  HISTORY     - 20051230 GOOD             GEOCAC
 KA0597
 KA0597                          STATION DESCRIPTION
 KA0597
 KA0597'DESCRIBED BY NATIONAL 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'HANDHELD COORDINATES -
 KA0597'N39 38.588
 KA0597'W086 51.222
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2066 ***********************************************************************
 LA2066  DESIGNATION -  GREENE
 LA2066  PID         -  LA2066
 LA2066  STATE/COUNTY-  IN/JAY
 LA2066  USGS QUAD   -  PENNVILLE (1960)
 LA2066
 LA2066                         *CURRENT SURVEY CONTROL
 LA2066  ___________________________________________________________________
 LA2066* NAD 83(1997)-  40 23 34.31249(N)    085 09 01.82088(W)     ADJUSTED  
 LA2066* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 LA2066  ___________________________________________________________________
 LA2066  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 LA2066  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 LA2066
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2066
 LA2066.The geoid height was determined by GEOID03.
 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     -   0.99995982  x   0.99999030  =   0.99995013
 LA2066!UTM  16      -   0.99995982  x   0.99990330  =   0.99986313
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2066.See file dsdata.txt to determine how the superseded data were derived.
 LA2066
 LA2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5696873005(NAD 83)
 LA2066_MARKER: DS = TRIANGULATION STATION DISK
 LA2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2066_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ3392 ***********************************************************************
 JZ3392  DESIGNATION -  GREENFIELD HANCOCK CO CH TWR
 JZ3392  PID         -  JZ3392
 JZ3392  STATE/COUNTY-  IN/HANCOCK
 JZ3392  USGS QUAD   -  GREENFIELD (1983)
 JZ3392
 JZ3392                         *CURRENT SURVEY CONTROL
 JZ3392  ___________________________________________________________________
 JZ3392* NAD 83(1997)-  39 47 05.06432(N)    085 46 07.77989(W)     ADJUSTED  
 JZ3392* NAVD 88     -                                                        
 JZ3392  ___________________________________________________________________
 JZ3392  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 JZ3392  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ3392
 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
 JZ3392.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3392
 JZ3392.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3392
 JZ3392  NAD 83(1986)-  39 47 05.06270(N)    085 46 07.79610(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3392.See file dsdata.txt to determine how the superseded data were derived.
 JZ3392
 JZ3392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK0542304591(NAD 83)
 JZ3392_MARKER: 55 = TOWER
 JZ3392_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ3392+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2003
 JZ3392
 JZ3392  HISTORY     - Date     Condition        Report By
 JZ3392  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3392  HISTORY     - 20030713 GOOD             GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3393 ***********************************************************************
 JZ3393  DESIGNATION -  GREENFIELD LILLY BIO LAB TANK
 JZ3393  PID         -  JZ3393
 JZ3393  STATE/COUNTY-  IN/HANCOCK
 JZ3393  USGS QUAD   -  GREENFIELD (1983)
 JZ3393
 JZ3393                         *CURRENT SURVEY CONTROL
 JZ3393  ___________________________________________________________________
 JZ3393* NAD 83(1997)-  39 46 54.04887(N)    085 47 46.34159(W)     ADJUSTED  
 JZ3393* NAVD 88     -                                                        
 JZ3393  ___________________________________________________________________
 JZ3393  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 JZ3393  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JZ3393
 JZ3393  HORZ ORDER  -  THIRD
 JZ3393
 JZ3393.The horizontal coordinates were established by classical geodetic methods
 JZ3393.and adjusted by the National Geodetic Survey in May 1999..
 JZ3393
 JZ3393
 JZ3393.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3393
 JZ3393.The geoid height was determined by GEOID03.
 JZ3393
 JZ3393;                    North         East     Units Scale Factor Converg.
 JZ3393;SPC IN E     -   503,285.875    88,903.357   MT  0.99996818   -0 04 58.4
 JZ3393;SPC IN E     - 1,651,197.07    291,677.10   sFT  0.99996818   -0 04 58.4
 JZ3393;UTM  16      - 4,404,219.283   603,083.382   MT  0.99973082   +0 46 13.2
 JZ3393
 JZ3393                          SUPERSEDED SURVEY CONTROL
 JZ3393
 JZ3393  NAD 83(1986)-  39 46 54.04703(N)    085 47 46.35741(W) AD(       ) 4
 JZ3393  NAD 27      -  39 46 53.89700(N)    085 47 46.43300(W) AD(       ) 3
 JZ3393
 JZ3393.Superseded values are not recommended for survey control.
 JZ3393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3393.See file dsdata.txt to determine how the superseded data were derived.
 JZ3393
 JZ3393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK0308304219(NAD 83)
 JZ3393_MARKER: 55 = TOWER
 JZ3393
 JZ3393  HISTORY     - Date     Condition        Report By
 JZ3393  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3393  HISTORY     - 20030713 MARK NOT FOUND   GEOCAC
 JZ3393
 JZ3393                          STATION DESCRIPTION
 JZ3393
 JZ3393'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3393'STATION IS A TANK LOCATED ON THE GROUNDS OF THE LILLY BIOLOGICAL
 JZ3393'LABORATORIES AND IS IN CONNECTION WITH THE POWER PLANT OF THE
 JZ3393'LABORATORIES. IT IS LOCATED ABOUT 20 FEET SE OF THE POWER PLANT
 JZ3393'BUILDING AND ABOUT 80 FEET S OF THE PENNSYLVANIA RAILROAD
 JZ3393'TRACKS.
 JZ3393'THE TOWER HAS 4 STRUCTURAL STEEL LEGS
 JZ3393'ABOUT 85 FEET HIGH PAINTED BLACK, AND THE VERTICAL SECTION, WHICH IS
 JZ3393'ABOUT 25 FEET HIGH, IS PAINTED ALUMINUM AND HAS THE WORD LILLY
 JZ3393'PAINTED IN RED LETTERS ON THE NE AND NW SIDES. THE TANK HAS A
 JZ3393'CATWALK AT THE BASE OF THE VERTICAL SECTION THAT LEADS TO THE WATER
 JZ3393'COLUMN. THE TANK WAS BUILT IN 1914 AND THE TOTAL HEIGHT IS
 JZ3393'ABOUT 110 FEET.
 JZ3393
 JZ3393                          STATION RECOVERY (2003)
 JZ3393
 JZ3393'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ3393'LILLY IS STILL HERE BUT THE TANK IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1845 ***********************************************************************
 JZ1845  DESIGNATION -  GREENSBURG
 JZ1845  PID         -  JZ1845
 JZ1845  STATE/COUNTY-  IN/DECATUR
 JZ1845  USGS QUAD   -  GREENSBURG (1993)
 JZ1845
 JZ1845                         *CURRENT SURVEY CONTROL
 JZ1845  ___________________________________________________________________
 JZ1845* NAD 83(1997)-  39 19 59.90863(N)    085 28 26.30672(W)     ADJUSTED  
 JZ1845* NAVD 88     -       290.128  (meters)     951.86   (feet)  ADJUSTED  
 JZ1845  ___________________________________________________________________
 JZ1845  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 JZ1845  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ1845  DYNAMIC HT  -         289.946 (meters)     951.26  (feet)  COMP
 JZ1845  MODELED GRAV-     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
 JZ1845.and adjusted by the National Geodetic Survey in June 1991..
 JZ1845
 JZ1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ1845
 JZ1845.The geoid height was determined by GEOID03.
 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;                    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     -   0.99995983  x   0.99997006  =   0.99992989
 JZ1845!UTM  16      -   0.99995983  x   0.99981298  =   0.99977282
 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|---------------------------------------------------------------------|
 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
 JZ1845.Superseded values are not recommended for survey control.
 JZ1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1845.See file dsdata.txt to determine how the superseded data were derived.
 JZ1845
 JZ1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3152254875(NAD 83)
 JZ1845_MARKER: DS = TRIANGULATION STATION DISK
 JZ1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1845_STAMPING: GREENSBURG 1939
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 JZ3349 ***********************************************************************
 JZ3349  DESIGNATION -  GREENSBURG CYCLONE FENCE TK
 JZ3349  PID         -  JZ3349
 JZ3349  STATE/COUNTY-  IN/DECATUR
 JZ3349  USGS QUAD   -  GREENSBURG (1993)
 JZ3349
 JZ3349                         *CURRENT SURVEY CONTROL
 JZ3349  ___________________________________________________________________
 JZ3349* NAD 83(1997)-  39 20 40.26618(N)    085 29 21.64532(W)     ADJUSTED  
 JZ3349* NAVD 88     -                                                        
 JZ3349  ___________________________________________________________________
 JZ3349  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 JZ3349  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ3349
 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
 JZ3349.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3349
 JZ3349.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3349
 JZ3349  NAD 83(1995)-  39 20 40.26611(N)    085 29 21.64424(W) AD(       ) 4
 JZ3349  NAD 83(1993)-  39 20 40.26722(N)    085 29 21.64736(W) AD(       ) 4
 JZ3349  NAD 83(1986)-  39 20 40.26644(N)    085 29 21.64904(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3349.See file dsdata.txt to determine how the superseded data were derived.
 JZ3349
 JZ3349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3017656097(NAD 83)
 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 = OCTOBER  6, 2006
 JZ3347 ***********************************************************************
 JZ3347  DESIGNATION -  GREENSBURG DECATUR CO CTHSE
 JZ3347  PID         -  JZ3347
 JZ3347  STATE/COUNTY-  IN/DECATUR
 JZ3347  USGS QUAD   -  GREENSBURG (1993)
 JZ3347
 JZ3347                         *CURRENT SURVEY CONTROL
 JZ3347  ___________________________________________________________________
 JZ3347* NAD 83(1997)-  39 20 13.74002(N)    085 28 59.80407(W)     ADJUSTED  
 JZ3347* NAVD 88     -                                                        
 JZ3347  ___________________________________________________________________
 JZ3347  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 JZ3347  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ3347
 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
 JZ3347.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3347
 JZ3347.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3347
 JZ3347  NAD 83(1995)-  39 20 13.74005(N)    085 28 59.80272(W) AD(       ) 4
 JZ3347  NAD 83(1993)-  39 20 13.74115(N)    085 28 59.80579(W) AD(       ) 4
 JZ3347  NAD 83(1986)-  39 20 13.74049(N)    085 28 59.80752(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3347.See file dsdata.txt to determine how the superseded data were derived.
 JZ3347
 JZ3347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3071355288(NAD 83)
 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 = OCTOBER  6, 2006
 JZ3346 ***********************************************************************
 JZ3346  DESIGNATION -  GREENSBURG FIRST CHRISTIAN CH
 JZ3346  PID         -  JZ3346
 JZ3346  STATE/COUNTY-  IN/DECATUR
 JZ3346  USGS QUAD   -  GREENSBURG (1993)
 JZ3346
 JZ3346                         *CURRENT SURVEY CONTROL
 JZ3346  ___________________________________________________________________
 JZ3346* NAD 83(1997)-  39 20 01.94420(N)    085 29 04.73999(W)     ADJUSTED  
 JZ3346* NAVD 88     -                                                        
 JZ3346  ___________________________________________________________________
 JZ3346  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 JZ3346  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ3346
 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
 JZ3346.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3346
 JZ3346.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3346
 JZ3346  NAD 83(1995)-  39 20 01.94324(N)    085 29 04.73807(W) AD(       ) 4
 JZ3346  NAD 83(1993)-  39 20 01.94436(N)    085 29 04.74108(W) AD(       ) 4
 JZ3346  NAD 83(1986)-  39 20 01.94365(N)    085 29 04.74289(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3346.See file dsdata.txt to determine how the superseded data were derived.
 JZ3346
 JZ3346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3060154923(NAD 83)
 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 = OCTOBER  6, 2006
 JZ3351 ***********************************************************************
 JZ3351  DESIGNATION -  GREENSBURG MUN TANK
 JZ3351  PID         -  JZ3351
 JZ3351  STATE/COUNTY-  IN/DECATUR
 JZ3351  USGS QUAD   -  GREENSBURG (1993)
 JZ3351
 JZ3351                         *CURRENT SURVEY CONTROL
 JZ3351  ___________________________________________________________________
 JZ3351* NAD 83(1997)-  39 20 08.37840(N)    085 29 20.91390(W)     ADJUSTED  
 JZ3351* NAVD 88     -                                                        
 JZ3351  ___________________________________________________________________
 JZ3351  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 JZ3351  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ3351
 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
 JZ3351.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3351
 JZ3351.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3351
 JZ3351  NAD 83(1995)-  39 20 08.37802(N)    085 29 20.91239(W) AD(       ) 4
 JZ3351  NAD 83(1993)-  39 20 08.37934(N)    085 29 20.91550(W) AD(       ) 4
 JZ3351  NAD 83(1986)-  39 20 08.37869(N)    085 29 20.91735(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3351.See file dsdata.txt to determine how the superseded data were derived.
 JZ3351
 JZ3351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3021055115(NAD 83)
 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 = OCTOBER  6, 2006
 JZ3354 ***********************************************************************
 JZ3354  DESIGNATION -  GREENSBURG RAD STA WTRE MAST
 JZ3354  PID         -  JZ3354
 JZ3354  STATE/COUNTY-  IN/DECATUR
 JZ3354  USGS QUAD   -  FOREST HILL (1993)
 JZ3354
 JZ3354                         *CURRENT SURVEY CONTROL
 JZ3354  ___________________________________________________________________
 JZ3354* NAD 83(1997)-  39 19 41.83022(N)    085 30 03.06246(W)     ADJUSTED  
 JZ3354* NAVD 88     -                                                        
 JZ3354  ___________________________________________________________________
 JZ3354  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 JZ3354  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ3354
 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
 JZ3354.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3354
 JZ3354.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3354
 JZ3354  NAD 83(1995)-  39 19 41.82995(N)    085 30 03.06085(W) AD(       ) 4
 JZ3354  NAD 83(1993)-  39 19 41.82909(N)    085 30 03.06352(W) AD(       ) 4
 JZ3354  NAD 83(1986)-  39 19 41.83037(N)    085 30 03.06573(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3354.See file dsdata.txt to determine how the superseded data were derived.
 JZ3354
 JZ3354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2921554279(NAD 83)
 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 = OCTOBER  6, 2006
 JZ1846 ***********************************************************************
 JZ1846  DESIGNATION -  GREENSBURG RM 1
 JZ1846  PID         -  JZ1846
 JZ1846  STATE/COUNTY-  IN/DECATUR
 JZ1846  USGS QUAD   -  GREENSBURG (1993)
 JZ1846
 JZ1846                         *CURRENT SURVEY CONTROL
 JZ1846  ___________________________________________________________________
 JZ1846* NAD 83(1986)-  39 19 59.     (N)    085 28 25.     (W)     SCALED    
 JZ1846* NAVD 88     -       289.386  (meters)     949.43   (feet)  ADJUSTED  
 JZ1846  ___________________________________________________________________
 JZ1846  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ1846  DYNAMIC HT  -         289.205 (meters)     948.83  (feet)  COMP
 JZ1846  MODELED GRAV-     979,992.9   (mgal)                       NAVD 88
 JZ1846
 JZ1846  VERT ORDER  -  FIRST     CLASS II
 JZ1846
 JZ1846.The horizontal coordinates were scaled from a topographic map and have
 JZ1846.an estimated accuracy of +/- 6 seconds.
 JZ1846
 JZ1846.The orthometric height was determined by differential leveling
 JZ1846.and adjusted by the National Geodetic Survey in June 1991..
 JZ1846
 JZ1846.The geoid height was determined by GEOID03.
 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     -   453,490.      116,640.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1846.See file dsdata.txt to determine how the superseded data were derived.
 JZ1846
 JZ1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ315548(NAD 83)
 JZ1846_MARKER: DR = REFERENCE MARK DISK
 JZ1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1846_STAMPING: GREENSBURG NO 1 1939
 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             NGS
 JZ1846  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ1846
 JZ1846                          STATION DESCRIPTION
 JZ1846
 JZ1846'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1847 ***********************************************************************
 JZ1847  DESIGNATION -  GREENSBURG RM 2
 JZ1847  PID         -  JZ1847
 JZ1847  STATE/COUNTY-  IN/DECATUR
 JZ1847  USGS QUAD   -  GREENSBURG (1993)
 JZ1847
 JZ1847                         *CURRENT SURVEY CONTROL
 JZ1847  ___________________________________________________________________
 JZ1847* NAD 83(1986)-  39 19 59.     (N)    085 28 26.     (W)     SCALED    
 JZ1847* NAVD 88     -       290.041  (meters)     951.58   (feet)  ADJUSTED  
 JZ1847  ___________________________________________________________________
 JZ1847  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ1847  DYNAMIC HT  -         289.860 (meters)     950.98  (feet)  COMP
 JZ1847  MODELED GRAV-     979,992.9   (mgal)                       NAVD 88
 JZ1847
 JZ1847  VERT ORDER  -  FIRST     CLASS II
 JZ1847
 JZ1847.The horizontal coordinates were scaled from a topographic map and have
 JZ1847.an estimated accuracy of +/- 6 seconds.
 JZ1847
 JZ1847.The orthometric height was determined by differential leveling
 JZ1847.and adjusted by the National Geodetic Survey in June 1991..
 JZ1847
 JZ1847.The geoid height was determined by GEOID03.
 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     -   453,490.      116,620.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1847.See file dsdata.txt to determine how the superseded data were derived.
 JZ1847
 JZ1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ315548(NAD 83)
 JZ1847_MARKER: DR = REFERENCE MARK DISK
 JZ1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1847_STAMPING: GREENSBURG NO 2 1939
 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             NGS
 JZ1847  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ1847
 JZ1847                          STATION DESCRIPTION
 JZ1847
 JZ1847'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ3348 ***********************************************************************
 JZ3348  DESIGNATION -  GREENSBURG ST MARYS CH CROSS
 JZ3348  PID         -  JZ3348
 JZ3348  STATE/COUNTY-  IN/DECATUR
 JZ3348  USGS QUAD   -  GREENSBURG (1993)
 JZ3348
 JZ3348                         *CURRENT SURVEY CONTROL
 JZ3348  ___________________________________________________________________
 JZ3348* NAD 83(1997)-  39 20 05.82263(N)    085 28 52.23324(W)     ADJUSTED  
 JZ3348* NAVD 88     -                                                        
 JZ3348  ___________________________________________________________________
 JZ3348  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 JZ3348  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ3348
 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
 JZ3348.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3348
 JZ3348.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3348
 JZ3348  NAD 83(1995)-  39 20 05.82191(N)    085 28 52.23134(W) AD(       ) 4
 JZ3348  NAD 83(1993)-  39 20 05.82281(N)    085 28 52.23428(W) AD(       ) 4
 JZ3348  NAD 83(1986)-  39 20 05.82252(N)    085 28 52.23614(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3348.See file dsdata.txt to determine how the superseded data were derived.
 JZ3348
 JZ3348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3089855047(NAD 83)
 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 = OCTOBER  6, 2006
 LA2166 ***********************************************************************
 LA2166  DESIGNATION -  GREENTOWN
 LA2166  PID         -  LA2166
 LA2166  STATE/COUNTY-  IN/HOWARD
 LA2166  USGS QUAD   -  GREENTOWN (1994)
 LA2166
 LA2166                         *CURRENT SURVEY CONTROL
 LA2166  ___________________________________________________________________
 LA2166* NAD 83(1997)-  40 28 48.36592(N)    085 57 36.21740(W)     ADJUSTED  
 LA2166* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 LA2166  ___________________________________________________________________
 LA2166  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 LA2166  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 LA2166
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2166
 LA2166.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2166.See file dsdata.txt to determine how the superseded data were derived.
 LA2166
 LA2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8814581565(NAD 83)
 LA2166_MARKER: DS = TRIANGULATION STATION DISK
 LA2166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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.  IT IS 245 FEET
 LA2166'WEST OF THE INTERSECTION OF E. COVALT STREET AND E. UNCLE TOM STREET,
 LA2166'40 FEET NORTH OF THE CENTER OF E.
 LA2166'UNCLE TOM STREET, 30 FEET WEST OF THE CENTER OF A
 LA2166'GRAVEL DRIVEWAY AND 16 FEET NORTH OF A WHITE WITNESS
 LA2166'POST.  THE MARK IS FLUSH AND THE
 LA2166'DISK IS STAMPED GREENTOWN 1954.
 LA2166'
 LA2166'REFERENCE MARK NO. 1 IS 24 FEET NORTH OF THE CENTER OF E. UNCLE TOM
 LA2166'STREET, 15 FEET WEST OF THE
 LA2166'CENTER OF A GRAVEL DRIVEWAY AND 4 FEET NORTH OF A POWER LINE POLE.
 LA2166'THE MARK IS FLUSH AND THE DISK IS
 LA2166'STAMPED GREENTOWN NO 1 1954.
 LA2166'
 LA2166'REFERENCE MARK NO. 2 IS 54 FEET WEST OF THE CENTER OF A GRAVEL
 LA2166'DRIVEWAY AND 36 FEET
 LA2166'SOUTHEAST OF A POWER LINE POLE.  THE MARK IS FLUSH AND THE DISK IS
 LA2166'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
 LA2166'CENTER OF E. PAYTON STREET, 22 FEET WEST OF THE CENTER OF N. MAPLE
 LA2166'STREET AND 3 FEET SOUTH OF A WHITE
 LA2166'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 LA2166'STAMPED GREENTOWN 1954.
 LA2166'
 LA2166'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON E. UNCLE TOM
 LA2166'STREET FOR 0.2 MILE TO THE
 LA2166'JUNCTION OF N. MAPLE STREET, TURN LEFT AND GO NORTH ON N. MAPLE
 LA2166'STREET FOR 0.1 MILE TO THE MARK ON
 LA2166'THE LEFT AS DESCRIBED.
 LA2166'
 LA2166'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2167 ***********************************************************************
 LA2167  DESIGNATION -  GREENTOWN MUNICIPAL TANK 1954
 LA2167  PID         -  LA2167
 LA2167  STATE/COUNTY-  IN/HOWARD
 LA2167  USGS QUAD   -  GREENTOWN (1994)
 LA2167
 LA2167                         *CURRENT SURVEY CONTROL
 LA2167  ___________________________________________________________________
 LA2167* NAD 83(1997)-  40 28 50.50792(N)    085 57 35.09424(W)     ADJUSTED  
 LA2167* NAVD 88     -                                                        
 LA2167  ___________________________________________________________________
 LA2167  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 LA2167  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 LA2167
 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
 LA2167.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2167
 LA2167.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2167
 LA2167  NAD 83(1986)-  40 28 50.51167(N)    085 57 35.10630(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2167.See file dsdata.txt to determine how the superseded data were derived.
 LA2167
 LA2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8817181632(NAD 83)
 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 = OCTOBER  6, 2006
 HZ2295 ***********************************************************************
 HZ2295  DESIGNATION -  GREENVILLE
 HZ2295  PID         -  HZ2295
 HZ2295  STATE/COUNTY-  IN/FLOYD
 HZ2295  USGS QUAD   -  GEORGETOWN (1993)
 HZ2295
 HZ2295                         *CURRENT SURVEY CONTROL
 HZ2295  ___________________________________________________________________
 HZ2295* NAD 83(1997)-  38 22 20.97394(N)    085 58 59.87611(W)     ADJUSTED  
 HZ2295* NAVD 88     -       274.     (meters)     899.     (feet)  SCALED    
 HZ2295  ___________________________________________________________________
 HZ2295  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 HZ2295  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HZ2295
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2295
 HZ2295.The geoid height was determined by GEOID03.
 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  =   0.99965940
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2295.See file dsdata.txt to determine how the superseded data were derived.
 HZ2295
 HZ2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8881147634(NAD 83)
 HZ2295_MARKER: DS = TRIANGULATION STATION DISK
 HZ2295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2295
 HZ2295  HISTORY     - Date     Condition        Report By
 HZ2295  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1942 ***********************************************************************
 KA1942  DESIGNATION -  GREENWOOD
 KA1942  PID         -  KA1942
 KA1942  STATE/COUNTY-  IN/JOHNSON
 KA1942  USGS QUAD   -  GREENWOOD (1992)
 KA1942
 KA1942                         *CURRENT SURVEY CONTROL
 KA1942  ___________________________________________________________________
 KA1942* NAD 83(1997)-  39 37 22.36996(N)    086 06 22.31740(W)     ADJUSTED  
 KA1942* NAVD 88     -       247.28   (+/-2cm)     811.3    (feet)  VERTCON   
 KA1942  ___________________________________________________________________
 KA1942  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 KA1942  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KA1942
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1942
 KA1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1942
 KA1942.The geoid height was determined by GEOID03.
 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     -   0.99996642  x   0.99998419  =   0.99995061
 KA1942!UTM  16      -   0.99996642  x   0.99967245  =   0.99963888
 KA1942
 KA1942:                Primary Azimuth Mark                     Grid Az
 KA1942:SPC IN E     -  GREENWOOD INDIAN CANNING CO TK           153 25 04.7
 KA1942:UTM  16      -  GREENWOOD INDIAN CANNING CO TK           152 34 03.5
 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  NGVD 29 (07/19/86)  247.40   (m)          811.7    (f) LEVELING    3  
 KA1942
 KA1942.Superseded values are not recommended for survey control.
 KA1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1942.See file dsdata.txt to determine how the superseded data were derived.
 KA1942
 KA1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7671386284(NAD 83)
 KA1942_MARKER: DS = TRIANGULATION STATION DISK
 KA1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA1939 ***********************************************************************
 KA1939  DESIGNATION -  GREENWOOD INDIAN CANNING CO TK
 KA1939  PID         -  KA1939
 KA1939  STATE/COUNTY-  IN/JOHNSON
 KA1939  USGS QUAD   -  GREENWOOD (1992)
 KA1939
 KA1939                         *CURRENT SURVEY CONTROL
 KA1939  ___________________________________________________________________
 KA1939* NAD 83(1997)-  39 36 45.79011(N)    086 05 58.36318(W)     ADJUSTED  
 KA1939* NAVD 88     -                                                        
 KA1939  ___________________________________________________________________
 KA1939  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 KA1939  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KA1939
 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
 KA1939.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1939
 KA1939.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1939
 KA1939  NAD 83(1986)-  39 36 45.79813(N)    086 05 58.38922(W) AD(       ) 4
 KA1939  NAD 27      -  39 36 45.63000(N)    086 05 58.44000(W) AD(       ) 3
 KA1939
 KA1939.Superseded values are not recommended for survey control.
 KA1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1939.See file dsdata.txt to determine how the superseded data were derived.
 KA1939
 KA1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7729685162(NAD 83)
 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 = OCTOBER  6, 2006
 KA1943 ***********************************************************************
 KA1943  DESIGNATION -  GREENWOOD NOBLITT SPARKS TANK
 KA1943  PID         -  KA1943
 KA1943  STATE/COUNTY-  IN/JOHNSON
 KA1943  USGS QUAD   -  GREENWOOD (1992)
 KA1943
 KA1943                         *CURRENT SURVEY CONTROL
 KA1943  ___________________________________________________________________
 KA1943* NAD 83(1997)-  39 37 03.28256(N)    086 06 17.19518(W)     ADJUSTED  
 KA1943* NAVD 88     -                                                        
 KA1943  ___________________________________________________________________
 KA1943  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 KA1943  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KA1943
 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
 KA1943.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1943
 KA1943.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1943
 KA1943  NAD 83(1986)-  39 37 03.29000(N)    086 06 17.21895(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1943.See file dsdata.txt to determine how the superseded data were derived.
 KA1943
 KA1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7684185696(NAD 83)
 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 = OCTOBER  6, 2006
 ME2553 ***********************************************************************
 ME2553  DESIGNATION -  GREGORY
 ME2553  PID         -  ME2553
 ME2553  STATE/COUNTY-  IN/NEWTON
 ME2553  USGS QUAD   -  FAIR OAKS (1980)
 ME2553
 ME2553                         *CURRENT SURVEY CONTROL
 ME2553  ___________________________________________________________________
 ME2553* NAD 83(1997)-  41 05 40.24768(N)    087 19 50.52960(W)     ADJUSTED  
 ME2553* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 ME2553  ___________________________________________________________________
 ME2553  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 ME2553  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 ME2553
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2553
 ME2553.The geoid height was determined by GEOID03.
 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     -   0.99997248  x   0.99997198  =   0.99994446
 ME2553!UTM  16      -   0.99997248  x   0.99960949  =   0.99958198
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2553.See file dsdata.txt to determine how the superseded data were derived.
 ME2553
 ME2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7222749302(NAD 83)
 ME2553_MARKER: DS = TRIANGULATION STATION DISK
 ME2553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2553'5 MILES SOUTH OF THAYER AND ON
 ME2553'PROPERTY OWNED BY NORMAN PROHOSKY.  IT IS 31 FEET NORTHEAST OF A 12
 ME2553'INCH TWIN OAK TREE, 26 FEET NORTH
 ME2553'OF THE CENTER OF A FARM ROAD AND 5 FEET SOUTHEAST OF
 ME2553'A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 ME2553'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
 ME2553'NORTH OF A 12 INCH OAK TREE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 ME2553'IS STAMPED GREGORY NO 1 1952.
 ME2553'
 ME2553'REFERENCE MARK NO. 2 IS 46 FEET SOUTH OF THE CENTER OF FARM ROAD.
 ME2553'THE MARK PROJECTS 4
 ME2553'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
 ME2553'DRIVEWAY, 1 FOOT SOUTH OF A POWERLINE POLE AND A WHITE WITNESS POST
 ME2553'AND 1 FOOT EAST OF A FENCELINE.
 ME2553'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 ME2553'GREGORY 1952.
 ME2553'
 ME2553'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 55 AND 10
 ME2553'WHICH IS ABOUT 6 MILES
 ME2553'EAST OF LAKE VILLAGE, GO SOUTH ON STATE HIGHWAY 55 FOR 3.25 MILES TO
 ME2553'A DRIVEWAY ON THE RIGHT AND
 ME2553'AZIMUTH MARK ON THE RIGHT, CONTINUE ON HIGHWAY FOR 0.2
 ME2553'MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT ON
 ME2553'DRIVEWAY AND GO 0.15 MILE TO THE TOP OF
 ME2553'A SMALL KNOB AND 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
 ME2553'TRACE COULD BE
 ME2553'FOUND OF THE STATION MARK OR REFERENCE MARK 1, REFERENCE
 ME2553'MARK 2 WAS FOUND UPROOTED AND THE
 ME2553'DISK WAS SALVAGED.  THE REFERENCE
 ME2553'POINTS AT THE AZIMUTH MARK WERE FOUND ALONG WITH THE
 ME2553'WITNESS POST
 ME2553'BUT THE MARK COULD NOT BE FOUND.  THIS STATION AND ALL MARKS SHOULD
 ME2553'BE ASSUMED LOST.
 ME2553'
 ME2553'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 5 MILES SOUTH OF
 ME2553'THAYER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2248 ***********************************************************************
 ME2248  DESIGNATION -  GRIFFITH 1920
 ME2248  PID         -  ME2248
 ME2248  STATE/COUNTY-  IN/ST JOSEPH
 ME2248  USGS QUAD   -  SOUTH BEND WEST (1986)
 ME2248
 ME2248                         *CURRENT SURVEY CONTROL
 ME2248  ___________________________________________________________________
 ME2248* NAD 83(1997)-  41 38 51.37200(N)    086 15 07.80612(W)     ADJUSTED  
 ME2248* NAVD 88     -       230.22   (+/-2cm)     755.3    (feet)  VERTCON   
 ME2248  ___________________________________________________________________
 ME2248  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 ME2248  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 ME2248
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2248
 ME2248.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2248
 ME2248.The geoid height was determined by GEOID03.
 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  =   0.99961692
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  230.34   (m)          755.7    (f) LEVELING    3  
 ME2248
 ME2248.Superseded values are not recommended for survey control.
 ME2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2248.See file dsdata.txt to determine how the superseded data were derived.
 ME2248
 ME2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6227410921(NAD 83)
 ME2248_MARKER: DS = TRIANGULATION STATION DISK
 ME2248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2248_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2494 ***********************************************************************
 ME2494  DESIGNATION -  GRIFFITH NORTH MUNICIPAL TANK
 ME2494  PID         -  ME2494
 ME2494  STATE/COUNTY-  IN/LAKE
 ME2494  USGS QUAD   -  HIGHLAND (1991)
 ME2494
 ME2494                         *CURRENT SURVEY CONTROL
 ME2494  ___________________________________________________________________
 ME2494* NAD 83(1997)-  41 31 39.79081(N)    087 25 24.93973(W)     ADJUSTED  
 ME2494* NAVD 88     -                                                        
 ME2494  ___________________________________________________________________
 ME2494  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 ME2494  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME2494
 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
 ME2494.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2494
 ME2494.The geoid height was determined by GEOID03.
 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;SPC IL E     -   540,048.003   375,925.813   MT  1.00004591   +0 36 11.4
 ME2494;SPC IL E     - 1,771,807.49  1,233,349.94   sFT  1.00004591   +0 36 11.4
 ME2494;UTM  16      - 4,597,428.253   464,660.681   MT  0.99961537   -0 16 51.0
 ME2494
 ME2494                          SUPERSEDED SURVEY CONTROL
 ME2494
 ME2494  NAD 83(1994)-  41 31 39.79623(N)    087 25 24.94670(W) AD(       ) 4
 ME2494  NAD 83(1986)-  41 31 39.79626(N)    087 25 24.94663(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2494.See file dsdata.txt to determine how the superseded data were derived.
 ME2494
 ME2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6466197428(NAD 83)
 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 = OCTOBER  6, 2006
 ME2502 ***********************************************************************
 ME2502  DESIGNATION -  GRIFFITH SOUTH MUNICIPAL TANK
 ME2502  PID         -  ME2502
 ME2502  STATE/COUNTY-  IN/LAKE
 ME2502  USGS QUAD   -  HIGHLAND (1991)
 ME2502
 ME2502                         *CURRENT SURVEY CONTROL
 ME2502  ___________________________________________________________________
 ME2502* NAD 83(1997)-  41 31 24.49679(N)    087 25 37.81742(W)     ADJUSTED  
 ME2502* NAVD 88     -                                                        
 ME2502  ___________________________________________________________________
 ME2502  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 ME2502  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME2502
 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
 ME2502.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2502
 ME2502.The geoid height was determined by GEOID03.
 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;SPC IL E     -   539,573.033   375,632.213   MT  1.00004537   +0 36 02.7
 ME2502;SPC IL E     - 1,770,249.19  1,232,386.69   sFT  1.00004537   +0 36 02.7
 ME2502;UTM  16      - 4,596,958.071   464,359.918   MT  0.99961563   -0 16 59.5
 ME2502
 ME2502                          SUPERSEDED SURVEY CONTROL
 ME2502
 ME2502  NAD 83(1994)-  41 31 24.50222(N)    087 25 37.82436(W) AD(       ) 4
 ME2502  NAD 83(1986)-  41 31 24.50228(N)    087 25 37.82433(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2502.See file dsdata.txt to determine how the superseded data were derived.
 ME2502
 ME2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6436096958(NAD 83)
 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 = OCTOBER  6, 2006
 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  USGS QUAD   -  HIGHLAND (1991)
 ME3214
 ME3214                         *CURRENT SURVEY CONTROL
 ME3214  ___________________________________________________________________
 ME3214* NAD 83(1997)-  41 31 10.49345(N)    087 23 54.37787(W)     ADJUSTED  
 ME3214* NAVD 88     -       191.69   (meters)     628.9    (feet)  GPS OBS   
 ME3214  ___________________________________________________________________
 ME3214  X           -     217,085.754 (meters)                     COMP
 ME3214  Y           -  -4,777,725.807 (meters)                     COMP
 ME3214  Z           -   4,205,905.666 (meters)                     COMP
 ME3214  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 ME3214  ELLIP HEIGHT-         158.14  (meters)          (04/10/98) GPS OBS
 ME3214  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME3214
 ME3214  HORZ ORDER  -  B
 ME3214  ELLP ORDER  -  FOURTH    CLASS I
 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 April 1998..
 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 NAVD 88 network.
 ME3214
 ME3214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3214
 ME3214.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3214
 ME3214.The ellipsoidal height was determined by GPS observations
 ME3214.and is referenced to NAD 83.
 ME3214
 ME3214.The geoid height was determined by GEOID03.
 ME3214
 ME3214;                    North         East     Units Scale Factor Converg.
 ME3214;SPC IN W     -   696,308.383   873,698.730   MT  0.99997518   -0 12 32.0
 ME3214;SPC IN W     - 2,284,471.75  2,866,459.92   sFT  0.99997518   -0 12 32.0
 ME3214;UTM  16      - 4,596,514.774   466,755.222   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|---------------------------------------------------------------------|
 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(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)  191.8    (m)          629.     (f) GPS OBS        
 ME3214
 ME3214.Superseded values are not recommended for survey control.
 ME3214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3214.See file dsdata.txt to determine how the superseded data were derived.
 ME3214
 ME3214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6675596515(NAD 83)
 ME3214_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3214_SP_SET: CONCRETE POST
 ME3214_STAMPING: GRIPORT 1986
 ME3214_MARK LOGO: NONE  
 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 26, 2000
 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
 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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3215 ***********************************************************************
 ME3215  DESIGNATION -  GRIPORT AZ MK
 ME3215  PID         -  ME3215
 ME3215  STATE/COUNTY-  IN/LAKE
 ME3215  USGS QUAD   -  HIGHLAND (1991)
 ME3215
 ME3215                         *CURRENT SURVEY CONTROL
 ME3215  ___________________________________________________________________
 ME3215* NAD 83(1997)-  41 31 07.75219(N)    087 24 20.87728(W)     ADJUSTED  
 ME3215* NAVD 88     -       192.0    (meters)     630.     (feet)  VERTCON   
 ME3215  ___________________________________________________________________
 ME3215  X           -     216,474.494 (meters)                     COMP
 ME3215  Y           -  -4,777,809.922 (meters)                     COMP
 ME3215  Z           -   4,205,842.575 (meters)                     COMP
 ME3215  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 ME3215  ELLIP HEIGHT-         158.49  (meters)          (05/25/99) GPS OBS
 ME3215  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME3215
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3215
 ME3215.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3215
 ME3215.The ellipsoidal height was determined by GPS observations
 ME3215.and is referenced to NAD 83.
 ME3215
 ME3215.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          630.     (f) GPS OBS        
 ME3215
 ME3215.Superseded values are not recommended for survey control.
 ME3215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3215.See file dsdata.txt to determine how the superseded data were derived.
 ME3215
 ME3215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6614196433(NAD 83)
 ME3215_MARKER: DZ = AZIMUTH MARK DISK
 ME3215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3215_SP_SET: CONCRETE POST
 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 - 1988
 ME3215
 ME3215  HISTORY     - Date     Condition        Report By
 ME3215  HISTORY     - 1988     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2477 ***********************************************************************
 LB2477  DESIGNATION -  GROOMS
 LB2477  PID         -  LB2477
 LB2477  STATE/COUNTY-  IN/TIPTON
 LB2477  USGS QUAD   -  KEMPTON (1980)
 LB2477
 LB2477                         *CURRENT SURVEY CONTROL
 LB2477  ___________________________________________________________________
 LB2477* NAD 83(1997)-  40 21 34.20998(N)    086 12 10.58168(W)     ADJUSTED  
 LB2477* NAVD 88     -       274.     (meters)     899.     (feet)  SCALED    
 LB2477  ___________________________________________________________________
 LB2477  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 LB2477  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 LB2477
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2477
 LB2477.The geoid height was determined by GEOID03.
 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     -   0.99996242  x   0.99999220  =   0.99995462
 LB2477!SPC IN W     -   0.99996242  x   1.00003548  =   0.99999790
 LB2477!UTM  16      -   0.99996242  x   0.99965638  =   0.99961881
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2477.See file dsdata.txt to determine how the superseded data were derived.
 LB2477
 LB2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6767967965(NAD 83)
 LB2477_MARKER: DS = TRIANGULATION STATION DISK
 LB2477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2159 ***********************************************************************
 LB2159  DESIGNATION -  GROVE
 LB2159  PID         -  LB2159
 LB2159  STATE/COUNTY-  IN/WHITE
 LB2159  USGS QUAD   -  ROUND GROVE (1962)
 LB2159
 LB2159                         *CURRENT SURVEY CONTROL
 LB2159  ___________________________________________________________________
 LB2159* NAD 83(1997)-  40 36 21.38710(N)    087 00 26.36019(W)     ADJUSTED  
 LB2159* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 LB2159  ___________________________________________________________________
 LB2159  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 LB2159  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 LB2159
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2159
 LB2159.The geoid height was determined by GEOID03.
 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     -   0.99997030  x   0.99996718  =   0.99993749
 LB2159!UTM  16      -   0.99997030  x   0.99960000  =   0.99957032
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2159.See file dsdata.txt to determine how the superseded data were derived.
 LB2159
 LB2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK9938195014(NAD 83)
 LB2159_MARKER: DS = TRIANGULATION STATION DISK
 LB2159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME0511 ***********************************************************************
 ME0511  DESIGNATION -  GROVER
 ME0511  PID         -  ME0511
 ME0511  STATE/COUNTY-  IN/STARKE
 ME0511  USGS QUAD   -  KNOX EAST (1969)
 ME0511
 ME0511                         *CURRENT SURVEY CONTROL
 ME0511  ___________________________________________________________________
 ME0511* NAD 83(1997)-  41 22 12.06040(N)    086 30 01.77217(W)     ADJUSTED  
 ME0511* NAVD 88     -       220.819  (meters)     724.47   (feet)  ADJUSTED  
 ME0511  ___________________________________________________________________
 ME0511  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 ME0511  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME0511  DYNAMIC HT  -         220.729 (meters)     724.18  (feet)  COMP
 ME0511  MODELED GRAV-     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
 ME0511.and adjusted by the National Geodetic Survey in April 1995..
 ME0511
 ME0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME0511
 ME0511.The geoid height was determined by GEOID03.
 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;                    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;SPC IN E     -   679,985.452    30,241.734   MT  1.00002653   -0 33 04.0
 ME0511;SPC IN E     - 2,230,918.94     99,218.09   sFT  1.00002653   -0 33 04.0
 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!SPC IN E     -   0.99997067  x   1.00002653  =   0.99999719
 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:SPC IN E     -  GROVER AZ MK                             104 38 54.2
 ME0511:UTM  16      -  GROVER AZ MK                             103 46 01.7
 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) UNKNOWN     1 1
 ME0511  NGVD 29 (01/19/93)  220.930  (m)          724.83   (f) ADJUSTED    1 1
 ME0511
 ME0511.Superseded values are not recommended for survey control.
 ME0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0511.See file dsdata.txt to determine how the superseded data were derived.
 ME0511
 ME0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4177479954(NAD 83)
 ME0511_MARKER: DS = TRIANGULATION STATION DISK
 ME0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0511_SP_SET: CONCRETE POST
 ME0511_STAMPING: GROVER 1952
 ME0511_MARK LOGO: CGS   
 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             NGS
 ME0511  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 ME0511  HISTORY     - 1988     GOOD             USPSQD
 ME0511  HISTORY     - 1989     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
 ME0511'MILES WEST OF PLYMOUTH AND 1/4 MILE EAST OF THE SMALL VILLAGE OF
 ME0511'GROVERTOWN.  IT IS 80 FEET NORTH OF
 ME0511'THE NORTH RAIL OF THE RAILROAD TRACKS, 41 FEET SOUTH OF THE
 ME0511'CENTER OF THE HIGHWAY, 41 FEET EAST OF A
 ME0511'12 INCH ELM TREE AND 7 FEET WEST OF A WHITE
 ME0511'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME0511'GROVER 1952.
 ME0511'
 ME0511'REFERENCE MARK NO. 1 IS 70 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 ME0511'32 FEET NORTH OF THE NORTH
 ME0511'RAIL OF THE RAILROAD TRACKS AND 30 FEET SOUTHWEST OF A 30 INCH OAK
 ME0511'TREE.  THE MARK IS FLUSH AND THE
 ME0511'DISK IS STAMPED GROVER NO 1 1952.
 ME0511'
 ME0511'REFERENCE MARK NO. 2 IS 62 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 ME0511'AND 58 FEET NORTH OF THE
 ME0511'NORTH RAIL OF THE RAILROAD TRACKS.  THE MARK IS FLUSH AND THE DISK IS
 ME0511'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
 ME0511'THE RAILROAD TRACKS.  THE DISK IS SET FLUSH IN A DRILLHOLE IN THE
 ME0511'EAST END OF A CONCRETE ABUTMENT OF A
 ME0511'RAILROAD 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
 ME0511'HIGHWAY 30 FOR 9.9 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 ME0511'DESCRIBED, CONTINUE WEST ON
 ME0511'THE HIGHWAY FOR 0.3 MILE TO 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
 ME0511'AND IN GOOD
 ME0511'CONDITION.
 ME0511'
 ME0511'THE TO REACH AS GIVEN IS ADEQUATE.
 ME0511
 ME0511                          STATION RECOVERY (1968)
 ME0511
 ME0511'RECOVERY NOTE BY NATIONAL 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.
 ME0511'
 ME0511'RECOVERED AS DESCRIBED.
 ME0511'
 ME0511'ADDITIONAL DATA--207 FEET EAST OF A GRAVEL ROAD CROSSING, 400
 ME0511'FEET EAST OF A SIGNAL CONTROL BOX AT ABOUT MILE 393.5 AND
 ME0511'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 (1989)
 ME0511
 ME0511'RECOVERY NOTE BY US POWER SQUADRON 1989 (JPH)
 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 = OCTOBER  6, 2006
 ME0296 ***********************************************************************
 ME0296  DESIGNATION -  GROVER AZ MK
 ME0296  PID         -  ME0296
 ME0296  STATE/COUNTY-  IN/STARKE
 ME0296  USGS QUAD   -  DONALDSON (1972)
 ME0296
 ME0296                         *CURRENT SURVEY CONTROL
 ME0296  ___________________________________________________________________
 ME0296* NAD 83(1986)-  41 22 08.     (N)    086 29 41.     (W)     SCALED    
 ME0296* NAVD 88     -       221.858  (meters)     727.88   (feet)  ADJUSTED  
 ME0296  ___________________________________________________________________
 ME0296  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME0296  DYNAMIC HT  -         221.768 (meters)     727.58  (feet)  COMP
 ME0296  MODELED GRAV-     980,211.8   (mgal)                       NAVD 88
 ME0296
 ME0296  VERT ORDER  -  FIRST     CLASS I
 ME0296
 ME0296.The horizontal coordinates were scaled from a topographic map and have
 ME0296.an estimated accuracy of +/- 6 seconds.
 ME0296
 ME0296.The orthometric height was determined by differential leveling
 ME0296.and adjusted by the National Geodetic Survey in April 1995..
 ME0296
 ME0296.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0296
 ME0296  NAVD 88 (06/15/91)  221.854  (m)          727.87   (f) UNKNOWN     1 1
 ME0296  NGVD 29 (01/19/93)  221.964  (m)          728.23   (f) ADJUSTED    1 1
 ME0296
 ME0296.Superseded values are not recommended for survey control.
 ME0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0296.See file dsdata.txt to determine how the superseded data were derived.
 ME0296
 ME0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL422798(NAD 83)
 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             NGS
 ME0296  HISTORY     - 19920907 GOOD             NGS
 ME0296
 ME0296                          STATION DESCRIPTION
 ME0296
 ME0296'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0510 ***********************************************************************
 ME0510  DESIGNATION -  GROVER RM 1
 ME0510  PID         -  ME0510
 ME0510  STATE/COUNTY-  IN/STARKE
 ME0510  USGS QUAD   -  KNOX EAST (1969)
 ME0510
 ME0510                         *CURRENT SURVEY CONTROL
 ME0510  ___________________________________________________________________
 ME0510* NAD 83(1986)-  41 22 12.     (N)    086 30 01.     (W)     SCALED    
 ME0510* NAVD 88     -       220.976  (meters)     724.99   (feet)  ADJUSTED  
 ME0510  ___________________________________________________________________
 ME0510  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME0510  DYNAMIC HT  -         220.886 (meters)     724.69  (feet)  COMP
 ME0510  MODELED GRAV-     980,211.8   (mgal)                       NAVD 88
 ME0510
 ME0510  VERT ORDER  -  FIRST     CLASS I
 ME0510
 ME0510.The horizontal coordinates were scaled from a topographic map and have
 ME0510.an estimated accuracy of +/- 6 seconds.
 ME0510
 ME0510.The orthometric height was determined by differential leveling
 ME0510.and adjusted by the National Geodetic Survey in June 1991..
 ME0510
 ME0510.The geoid height was determined by GEOID03.
 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     -   679,810.      948,780.      MT  (+/- 180 meters Scaled)
 ME0510
 ME0510                          SUPERSEDED SURVEY CONTROL
 ME0510
 ME0510  NGVD 29 (01/19/93)  221.085  (m)          725.34   (f) ADJUSTED    1 1
 ME0510
 ME0510.Superseded values are not recommended for survey control.
 ME0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0510.See file dsdata.txt to determine how the superseded data were derived.
 ME0510
 ME0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL417799(NAD 83)
 ME0510_MARKER: DR = REFERENCE MARK DISK
 ME0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0510_SP_SET: CONCRETE POST
 ME0510_STAMPING: GROVER NO 1 1952
 ME0510_MARK LOGO: CGS   
 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             NGS
 ME0510  HISTORY     - 19920907 GOOD             NGS
 ME0510  HISTORY     - 19990623 GOOD             USPSQD
 ME0510
 ME0510                          STATION DESCRIPTION
 ME0510
 ME0510'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0512 ***********************************************************************
 ME0512  DESIGNATION -  GROVER RM 2
 ME0512  PID         -  ME0512
 ME0512  STATE/COUNTY-  IN/STARKE
 ME0512  USGS QUAD   -  KNOX EAST (1969)
 ME0512
 ME0512                         *CURRENT SURVEY CONTROL
 ME0512  ___________________________________________________________________
 ME0512* NAD 83(1986)-  41 22 11.     (N)    086 30 01.     (W)     SCALED    
 ME0512* NAVD 88     -       220.721  (meters)     724.15   (feet)  ADJUSTED  
 ME0512  ___________________________________________________________________
 ME0512  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME0512  DYNAMIC HT  -         220.632 (meters)     723.86  (feet)  COMP
 ME0512  MODELED GRAV-     980,211.7   (mgal)                       NAVD 88
 ME0512
 ME0512  VERT ORDER  -  FIRST     CLASS I
 ME0512
 ME0512.The horizontal coordinates were scaled from a topographic map and have
 ME0512.an estimated accuracy of +/- 6 seconds.
 ME0512
 ME0512.The orthometric height was determined by differential leveling
 ME0512.and adjusted by the National Geodetic Survey in June 1991..
 ME0512
 ME0512.The geoid height was determined by GEOID03.
 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     -   679,780.      948,780.      MT  (+/- 180 meters Scaled)
 ME0512
 ME0512                          SUPERSEDED SURVEY CONTROL
 ME0512
 ME0512  NGVD 29 (01/19/93)  220.830  (m)          724.51   (f) ADJUSTED    1 1
 ME0512
 ME0512.Superseded values are not recommended for survey control.
 ME0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0512.See file dsdata.txt to determine how the superseded data were derived.
 ME0512
 ME0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL417799(NAD 83)
 ME0512_MARKER: DR = REFERENCE MARK DISK
 ME0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0512_SP_SET: CONCRETE POST
 ME0512_STAMPING: GROVER NO 2 1952
 ME0512_MARK LOGO: CGS   
 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             NGS
 ME0512  HISTORY     - 19920907 GOOD             NGS
 ME0512  HISTORY     - 19990623 GOOD             USPSQD
 ME0512
 ME0512                          STATION DESCRIPTION
 ME0512
 ME0512'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1776 ***********************************************************************
 JA1776  DESIGNATION -  GROVES RESET
 JA1776  PID         -  JA1776
 JA1776  STATE/COUNTY-  IN/ORANGE
 JA1776  USGS QUAD   -  HARDINSBURG (1993)
 JA1776
 JA1776                         *CURRENT SURVEY CONTROL
 JA1776  ___________________________________________________________________
 JA1776* NAD 83(1997)-  38 29 50.06641(N)    086 20 14.78776(W)     ADJUSTED  
 JA1776* NAVD 88     -       281.32   (+/-2cm)     923.0    (feet)  VERTCON   
 JA1776  ___________________________________________________________________
 JA1776  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 JA1776  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JA1776
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1776
 JA1776.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1776
 JA1776.The geoid height was determined by GEOID03.
 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;SPC IN E     -   360,899.707    41,485.910   MT  1.00000882   -0 25 03.2
 JA1776;SPC IN E     - 1,184,051.79    136,108.36   sFT  1.00000882   -0 25 03.2
 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     -   0.99996110  x   1.00001878  =   0.99997988
 JA1776!SPC IN E     -   0.99996110  x   1.00000882  =   0.99996992
 JA1776!UTM  16      -   0.99996110  x   0.99964111  =   0.99960223
 JA1776
 JA1776|---------------------------------------------------------------------|
 JA1776| PID    Reference Object                     Distance      Geod. Az  |
 JA1776|                                                           dddmmss.s |
 JA1776| JA1777 TT 27 DWP USGS 1946                  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 (07/19/86)  281.42   (m)          923.3    (f) LEVELING    3  
 JA1776
 JA1776.Superseded values are not recommended for survey control.
 JA1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1776.See file dsdata.txt to determine how the superseded data were derived.
 JA1776
 JA1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5777661195(NAD 83)
 JA1776_MARKER: DS = TRIANGULATION STATION DISK
 JA1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2249 ***********************************************************************
 HZ2249  DESIGNATION -  GUESWINE
 HZ2249  PID         -  HZ2249
 HZ2249  STATE/COUNTY-  IN/HARRISON
 HZ2249  USGS QUAD   -  LANESVILLE (1993)
 HZ2249
 HZ2249                         *CURRENT SURVEY CONTROL
 HZ2249  ___________________________________________________________________
 HZ2249* NAD 83(1997)-  38 14 29.40682(N)    085 58 32.79299(W)     ADJUSTED  
 HZ2249* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 HZ2249  ___________________________________________________________________
 HZ2249  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 HZ2249  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 HZ2249
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2249
 HZ2249.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 USGS 1947                   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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2249.See file dsdata.txt to determine how the superseded data were derived.
 HZ2249
 HZ2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8963033107(NAD 83)
 HZ2249_MARKER: DS = TRIANGULATION STATION DISK
 HZ2249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1709 ***********************************************************************
 JA1709  DESIGNATION -  GUTHRIE
 JA1709  PID         -  JA1709
 JA1709  STATE/COUNTY-  IN/JACKSON
 JA1709  USGS QUAD   -  NORMAN (1994)
 JA1709
 JA1709                         *CURRENT SURVEY CONTROL
 JA1709  ___________________________________________________________________
 JA1709* NAD 83(1997)-  38 52 55.47815(N)    086 16 13.31372(W)     ADJUSTED  
 JA1709* NAVD 88     -       256.     (meters)     840.     (feet)  SCALED    
 JA1709  ___________________________________________________________________
 JA1709  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 JA1709  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JA1709
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1709
 JA1709.The geoid height was determined by GEOID03.
 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     -   0.99996505  x   1.00000044  =   0.99996549
 JA1709!SPC IN W     -   0.99996505  x   1.00002791  =   0.99999296
 JA1709!UTM  16      -   0.99996505  x   0.99964932  =   0.99961439
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1709.See file dsdata.txt to determine how the superseded data were derived.
 JA1709
 JA1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ6328503944(NAD 83)
 JA1709_MARKER: DS = TRIANGULATION STATION DISK
 JA1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA2165 ***********************************************************************
 LA2165  DESIGNATION -  GUY
 LA2165  PID         -  LA2165
 LA2165  STATE/COUNTY-  IN/HOWARD
 LA2165  USGS QUAD   -  GREENTOWN (1994)
 LA2165
 LA2165                         *CURRENT SURVEY CONTROL
 LA2165  ___________________________________________________________________
 LA2165* NAD 83(1997)-  40 25 15.30837(N)    085 57 23.08462(W)     ADJUSTED  
 LA2165* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 LA2165  ___________________________________________________________________
 LA2165  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 LA2165  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 LA2165
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2165
 LA2165.The geoid height was determined by GEOID03.
 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     -   0.99996478  x   0.99997411  =   0.99993889
 LA2165!UTM  16      -   0.99996478  x   0.99969648  =   0.99966127
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2165.See file dsdata.txt to determine how the superseded data were derived.
 LA2165
 LA2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8853275000(NAD 83)
 LA2165_MARKER: DS = TRIANGULATION STATION DISK
 LA2165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA0018 ***********************************************************************
 JA0018  DESIGNATION -  H 10
 JA0018  PID         -  JA0018
 JA0018  STATE/COUNTY-  IN/JACKSON
 JA0018  USGS QUAD   -  MEDORA (1994)
 JA0018
 JA0018                         *CURRENT SURVEY CONTROL
 JA0018  ___________________________________________________________________
 JA0018* NAD 83(1986)-  38 47 36.     (N)    086 12 22.     (W)     SCALED    
 JA0018* NAVD 88     -       160.231  (meters)     525.69   (feet)  ADJUSTED  
 JA0018  ___________________________________________________________________
 JA0018  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JA0018  DYNAMIC HT  -         160.128 (meters)     525.35  (feet)  COMP
 JA0018  MODELED GRAV-     979,985.1   (mgal)                       NAVD 88
 JA0018
 JA0018  VERT ORDER  -  FIRST     CLASS II
 JA0018
 JA0018.The horizontal coordinates were scaled from a topographic map and have
 JA0018.an estimated accuracy of +/- 6 seconds.
 JA0018
 JA0018.The orthometric height was determined by differential leveling
 JA0018.and adjusted by the National Geodetic Survey in June 1991..
 JA0018
 JA0018.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0018.See file dsdata.txt to determine how the superseded data were derived.
 JA0018
 JA0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH689941(NAD 83)
 JA0018_MARKER: DB = BENCH MARK DISK
 JA0018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0018_SP_SET: TRESTLE
 JA0018_STAMPING: H 10 1930
 JA0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0018
 JA0018  HISTORY     - Date     Condition        Report By
 JA0018  HISTORY     - 1930     MONUMENTED       CGS
 JA0018  HISTORY     - 1934     MARK NOT FOUND   NGS
 JA0018  HISTORY     - 1958     MARK NOT FOUND   USGS
 JA0018
 JA0018                          STATION DESCRIPTION
 JA0018
 JA0018'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1740 ***********************************************************************
 LB1740  DESIGNATION -  H 100
 LB1740  PID         -  LB1740
 LB1740  STATE/COUNTY-  IN/WARREN
 LB1740  USGS QUAD   -  WEST LEBANON (1980)
 LB1740
 LB1740                         *CURRENT SURVEY CONTROL
 LB1740  ___________________________________________________________________
 LB1740* NAD 83(1986)-  40 21 35.     (N)    087 26 01.     (W)     SCALED    
 LB1740* NAVD 88     -       220.451  (meters)     723.26   (feet)  ADJUSTED  
 LB1740  ___________________________________________________________________
 LB1740  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 LB1740  DYNAMIC HT  -         220.341 (meters)     722.90  (feet)  COMP
 LB1740  MODELED GRAV-     980,120.1   (mgal)                       NAVD 88
 LB1740
 LB1740  VERT ORDER  -  SECOND    CLASS 0
 LB1740
 LB1740.The horizontal coordinates were scaled from a topographic map and have
 LB1740.an estimated accuracy of +/- 6 seconds.
 LB1740
 LB1740.The orthometric height was determined by differential leveling
 LB1740.and adjusted by the National Geodetic Survey in June 1991..
 LB1740
 LB1740.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1740.See file dsdata.txt to determine how the superseded data were derived.
 LB1740
 LB1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK631677(NAD 83)
 LB1740_MARKER: DB = BENCH MARK DISK
 LB1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1740_STAMPING: H 100 1946
 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 = OCTOBER  6, 2006
 KA0957 ***********************************************************************
 KA0957  DESIGNATION -  H 101
 KA0957  PID         -  KA0957
 KA0957  STATE/COUNTY-  IN/PARKE
 KA0957  USGS QUAD   -  ROCKVILLE (1978)
 KA0957
 KA0957                         *CURRENT SURVEY CONTROL
 KA0957  ___________________________________________________________________
 KA0957* NAD 83(1986)-  39 51 26.     (N)    087 14 07.     (W)     SCALED    
 KA0957* NAVD 88     -       201.405  (meters)     660.78   (feet)  ADJUSTED  
 KA0957  ___________________________________________________________________
 KA0957  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KA0957  DYNAMIC HT  -         201.292 (meters)     660.41  (feet)  COMP
 KA0957  MODELED GRAV-     980,064.7   (mgal)                       NAVD 88
 KA0957
 KA0957  VERT ORDER  -  SECOND    CLASS 0
 KA0957
 KA0957.The horizontal coordinates were scaled from a topographic map and have
 KA0957.an estimated accuracy of +/- 6 seconds.
 KA0957
 KA0957.The orthometric height was determined by differential leveling
 KA0957.and adjusted by the National Geodetic Survey in June 1991..
 KA0957
 KA0957.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0957.See file dsdata.txt to determine how the superseded data were derived.
 KA0957
 KA0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK798119(NAD 83)
 KA0957_MARKER: DB = BENCH MARK DISK
 KA0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0957_STAMPING: H 101 1946
 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 = OCTOBER  6, 2006
 KA1015 ***********************************************************************
 KA1015  DESIGNATION -  H 102
 KA1015  PID         -  KA1015
 KA1015  STATE/COUNTY-  IN/PARKE
 KA1015  USGS QUAD   -  MONTEZUMA (1978)
 KA1015
 KA1015                         *CURRENT SURVEY CONTROL
 KA1015  ___________________________________________________________________
 KA1015* NAD 83(1986)-  39 47 25.     (N)    087 22 02.     (W)     SCALED    
 KA1015* NAVD 88     -       158.914  (meters)     521.37   (feet)  ADJUSTED  
 KA1015  ___________________________________________________________________
 KA1015  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KA1015  DYNAMIC HT  -         158.826 (meters)     521.08  (feet)  COMP
 KA1015  MODELED GRAV-     980,070.3   (mgal)                       NAVD 88
 KA1015
 KA1015  VERT ORDER  -  SECOND    CLASS 0
 KA1015
 KA1015.The horizontal coordinates were scaled from a topographic map and have
 KA1015.an estimated accuracy of +/- 6 seconds.
 KA1015
 KA1015.The orthometric height was determined by differential leveling
 KA1015.and adjusted by the National Geodetic Survey in June 1991..
 KA1015
 KA1015.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1015.See file dsdata.txt to determine how the superseded data were derived.
 KA1015
 KA1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK685045(NAD 83)
 KA1015_MARKER: DB = BENCH MARK DISK
 KA1015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1015_SP_SET: WALL
 KA1015_STAMPING: H 102 1946
 KA1015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0996 ***********************************************************************
 KA0996  DESIGNATION -  H 103
 KA0996  PID         -  KA0996
 KA0996  STATE/COUNTY-  IN/FOUNTAIN
 KA0996  USGS QUAD   -  WALLACE (1961)
 KA0996
 KA0996                         *CURRENT SURVEY CONTROL
 KA0996  ___________________________________________________________________
 KA0996* NAD 83(1986)-  39 58 03.     (N)    087 11 44.     (W)     SCALED    
 KA0996* NAVD 88     -       211.508  (meters)     693.92   (feet)  ADJUSTED  
 KA0996  ___________________________________________________________________
 KA0996  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KA0996  DYNAMIC HT  -         211.393 (meters)     693.55  (feet)  COMP
 KA0996  MODELED GRAV-     980,078.8   (mgal)                       NAVD 88
 KA0996
 KA0996  VERT ORDER  -  SECOND    CLASS 0
 KA0996
 KA0996.The horizontal coordinates were scaled from a topographic map and have
 KA0996.an estimated accuracy of +/- 6 seconds.
 KA0996
 KA0996.The orthometric height was determined by differential leveling
 KA0996.and adjusted by the National Geodetic Survey in June 1991..
 KA0996
 KA0996.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0996.See file dsdata.txt to determine how the superseded data were derived.
 KA0996
 KA0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK833241(NAD 83)
 KA0996_MARKER: DB = BENCH MARK DISK
 KA0996_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0996_SP_SET: CULVERT
 KA0996_STAMPING: H 103 1946
 KA0996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0996
 KA0996  HISTORY     - Date     Condition        Report By
 KA0996  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1069 ***********************************************************************
 KA1069  DESIGNATION -  H 104
 KA1069  PID         -  KA1069
 KA1069  STATE/COUNTY-  IN/FOUNTAIN
 KA1069  USGS QUAD   -  NEWPORT (1980)
 KA1069
 KA1069                         *CURRENT SURVEY CONTROL
 KA1069  ___________________________________________________________________
 KA1069* NAD 83(1986)-  39 58 57.     (N)    087 24 31.     (W)     SCALED    
 KA1069* NAVD 88     -       191.450  (meters)     628.12   (feet)  ADJUSTED  
 KA1069  ___________________________________________________________________
 KA1069  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KA1069  DYNAMIC HT  -         191.350 (meters)     627.79  (feet)  COMP
 KA1069  MODELED GRAV-     980,095.7   (mgal)                       NAVD 88
 KA1069
 KA1069  VERT ORDER  -  SECOND    CLASS 0
 KA1069
 KA1069.The horizontal coordinates were scaled from a topographic map and have
 KA1069.an estimated accuracy of +/- 6 seconds.
 KA1069
 KA1069.The orthometric height was determined by differential leveling
 KA1069.and adjusted by the National Geodetic Survey in June 1991..
 KA1069
 KA1069.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1069.See file dsdata.txt to determine how the superseded data were derived.
 KA1069
 KA1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK651258(NAD 83)
 KA1069_MARKER: DB = BENCH MARK DISK
 KA1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1069_STAMPING: H 104 1946
 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 = OCTOBER  6, 2006
 ME1366 ***********************************************************************
 ME1366  DESIGNATION -  H 105
 ME1366  PID         -  ME1366
 ME1366  STATE/COUNTY-  IN/NEWTON
 ME1366  USGS QUAD   -  SHELBY (1992)
 ME1366
 ME1366                         *CURRENT SURVEY CONTROL
 ME1366  ___________________________________________________________________
 ME1366* NAD 83(1986)-  41 07 48.     (N)    087 20 02.     (W)     SCALED    
 ME1366* NAVD 88     -       214.059  (meters)     702.29   (feet)  ADJUSTED  
 ME1366  ___________________________________________________________________
 ME1366  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 ME1366  DYNAMIC HT  -         213.968 (meters)     701.99  (feet)  COMP
 ME1366  MODELED GRAV-     980,193.3   (mgal)                       NAVD 88
 ME1366
 ME1366  VERT ORDER  -  SECOND    CLASS 0
 ME1366
 ME1366.The horizontal coordinates were scaled from a topographic map and have
 ME1366.an estimated accuracy of +/- 6 seconds.
 ME1366
 ME1366.The orthometric height was determined by differential leveling
 ME1366.and adjusted by the National Geodetic Survey in June 1991..
 ME1366
 ME1366.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1366.See file dsdata.txt to determine how the superseded data were derived.
 ME1366
 ME1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL719532(NAD 83)
 ME1366_MARKER: DB = BENCH MARK DISK
 ME1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1366_STAMPING: H 105 1946
 ME1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1366+STABILITY: SURFACE MOTION
 ME1366
 ME1366  HISTORY     - Date     Condition        Report By
 ME1366  HISTORY     - 1946     MONUMENTED       CGS
 ME1366  HISTORY     - 1968     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1968
 ME1366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1298 ***********************************************************************
 LB1298  DESIGNATION -  H 106
 LB1298  PID         -  LB1298
 LB1298  STATE/COUNTY-  IN/NEWTON
 LB1298  USGS QUAD   -  GOODLAND (1976)
 LB1298
 LB1298                         *CURRENT SURVEY CONTROL
 LB1298  ___________________________________________________________________
 LB1298* NAD 83(1986)-  40 46 49.     (N)    087 18 21.     (W)     SCALED    
 LB1298* NAVD 88     -       210.092  (meters)     689.28   (feet)  ADJUSTED  
 LB1298  ___________________________________________________________________
 LB1298  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 LB1298  DYNAMIC HT  -         209.996 (meters)     688.96  (feet)  COMP
 LB1298  MODELED GRAV-     980,166.2   (mgal)                       NAVD 88
 LB1298
 LB1298  VERT ORDER  -  SECOND    CLASS 0
 LB1298
 LB1298.The horizontal coordinates were scaled from a topographic map and have
 LB1298.an estimated accuracy of +/- 6 seconds.
 LB1298
 LB1298.The orthometric height was determined by differential leveling
 LB1298.and adjusted by the National Geodetic Survey in June 1991..
 LB1298
 LB1298.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1298.See file dsdata.txt to determine how the superseded data were derived.
 LB1298
 LB1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL741144(NAD 83)
 LB1298_MARKER: DB = BENCH MARK DISK
 LB1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1298_STAMPING: H 106 1946
 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 = OCTOBER  6, 2006
 LB1415 ***********************************************************************
 LB1415  DESIGNATION -  H 107
 LB1415  PID         -  LB1415
 LB1415  STATE/COUNTY-  IN/JASPER
 LB1415  USGS QUAD   -  REMINGTON (1980)
 LB1415
 LB1415                         *CURRENT SURVEY CONTROL
 LB1415  ___________________________________________________________________
 LB1415* NAD 83(1997)-  40 51 57.51489(N)    087 13 19.66860(W)     ADJUSTED  
 LB1415* NAVD 88     -       200.646  (meters)     658.29   (feet)  ADJUSTED  
 LB1415  ___________________________________________________________________
 LB1415  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 LB1415  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 LB1415  DYNAMIC HT  -         200.558 (meters)     658.00  (feet)  COMP
 LB1415  MODELED GRAV-     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
 LB1415.and adjusted by the National Geodetic Survey in June 1991..
 LB1415
 LB1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB1415
 LB1415.The geoid height was determined by GEOID03.
 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;                    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                          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
 LB1415.Superseded values are not recommended for survey control.
 LB1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1415.See file dsdata.txt to determine how the superseded data were derived.
 LB1415
 LB1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8128123903(NAD 83)
 LB1415_MARKER: DB = BENCH MARK DISK
 LB1415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1415_SP_SET: CULVERT
 LB1415_STAMPING: H 107 1946
 LB1415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1415
 LB1415  HISTORY     - Date     Condition        Report By
 LB1415  HISTORY     - 1946     MONUMENTED       CGS
 LB1415  HISTORY     - 1947     GOOD             CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1421 ***********************************************************************
 LB1421  DESIGNATION -  H 108
 LB1421  PID         -  LB1421
 LB1421  STATE/COUNTY-  IN/JASPER
 LB1421  USGS QUAD   -  REMINGTON (1980)
 LB1421
 LB1421                         *CURRENT SURVEY CONTROL
 LB1421  ___________________________________________________________________
 LB1421* NAD 83(1986)-  40 51 59.     (N)    087 08 17.     (W)     SCALED    
 LB1421* NAVD 88     -       204.135  (meters)     669.73   (feet)  ADJUSTED  
 LB1421  ___________________________________________________________________
 LB1421  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 LB1421  DYNAMIC HT  -         204.044 (meters)     669.43  (feet)  COMP
 LB1421  MODELED GRAV-     980,178.9   (mgal)                       NAVD 88
 LB1421
 LB1421  VERT ORDER  -  SECOND    CLASS 0
 LB1421
 LB1421.The horizontal coordinates were scaled from a topographic map and have
 LB1421.an estimated accuracy of +/- 6 seconds.
 LB1421
 LB1421.The orthometric height was determined by differential leveling
 LB1421.and adjusted by the National Geodetic Survey in June 1991..
 LB1421
 LB1421.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1421.See file dsdata.txt to determine how the superseded data were derived.
 LB1421
 LB1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL883239(NAD 83)
 LB1421_MARKER: DB = BENCH MARK DISK
 LB1421_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1421_SP_SET: CULVERT
 LB1421_STAMPING: H 108 1946
 LB1421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1421
 LB1421  HISTORY     - Date     Condition        Report By
 LB1421  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1075 ***********************************************************************
 LB1075  DESIGNATION -  H 109
 LB1075  PID         -  LB1075
 LB1075  STATE/COUNTY-  IN/WHITE
 LB1075  USGS QUAD   -  FRANCESVILLE (1986)
 LB1075
 LB1075                         *CURRENT SURVEY CONTROL
 LB1075  ___________________________________________________________________
 LB1075* NAD 83(1986)-  40 53 47.     (N)    086 58 20.     (W)     SCALED    
 LB1075* NAVD 88     -       204.028  (meters)     669.38   (feet)  ADJUSTED  
 LB1075  ___________________________________________________________________
 LB1075  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 LB1075  DYNAMIC HT  -         203.937 (meters)     669.08  (feet)  COMP
 LB1075  MODELED GRAV-     980,175.0   (mgal)                       NAVD 88
 LB1075
 LB1075  VERT ORDER  -  SECOND    CLASS 0
 LB1075
 LB1075.The horizontal coordinates were scaled from a topographic map and have
 LB1075.an estimated accuracy of +/- 6 seconds.
 LB1075
 LB1075.The orthometric height was determined by differential leveling
 LB1075.and adjusted by the National Geodetic Survey in June 1991..
 LB1075
 LB1075.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1075.See file dsdata.txt to determine how the superseded data were derived.
 LB1075
 LB1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL023272(NAD 83)
 LB1075_MARKER: DB = BENCH MARK DISK
 LB1075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1075_SP_SET: CULVERT
 LB1075_STAMPING: H 109 1946
 LB1075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1075
 LB1075  HISTORY     - Date     Condition        Report By
 LB1075  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0835 ***********************************************************************
 JA0835  DESIGNATION -  H 11
 JA0835  PID         -  JA0835
 JA0835  STATE/COUNTY-  IN/DAVIESS
 JA0835  USGS QUAD   -  WASHINGTON (1980)
 JA0835
 JA0835                         *CURRENT SURVEY CONTROL
 JA0835  ___________________________________________________________________
 JA0835* NAD 83(1986)-  38 39 31.     (N)    087 08 01.     (W)     SCALED    
 JA0835* NAVD 88     -       153.011  (meters)     502.00   (feet)  ADJUSTED  
 JA0835  ___________________________________________________________________
 JA0835  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 JA0835  DYNAMIC HT  -         152.913 (meters)     501.68  (feet)  COMP
 JA0835  MODELED GRAV-     979,990.2   (mgal)                       NAVD 88
 JA0835
 JA0835  VERT ORDER  -  FIRST     CLASS II
 JA0835
 JA0835.The horizontal coordinates were scaled from a topographic map and have
 JA0835.an estimated accuracy of +/- 6 seconds.
 JA0835
 JA0835.The orthometric height was determined by differential leveling
 JA0835.and adjusted by the National Geodetic Survey in June 1991..
 JA0835
 JA0835.The geoid height was determined by GEOID03.
 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     -   378,600.      895,620.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0835.See file dsdata.txt to determine how the superseded data were derived.
 JA0835
 JA0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH883789(NAD 83)
 JA0835_MARKER: DB = BENCH MARK DISK
 JA0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0835_STAMPING: H 11 1930 502.424
 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             NGS
 JA0835
 JA0835                          STATION DESCRIPTION
 JA0835
 JA0835'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1080 ***********************************************************************
 LB1080  DESIGNATION -  H 110
 LB1080  PID         -  LB1080
 LB1080  STATE/COUNTY-  IN/JASPER
 LB1080  USGS QUAD   -  FRANCESVILLE (1986)
 LB1080
 LB1080                         *CURRENT SURVEY CONTROL
 LB1080  ___________________________________________________________________
 LB1080* NAD 83(1986)-  40 59 05.     (N)    086 55 50.     (W)     SCALED    
 LB1080* NAVD 88     -       208.518  (meters)     684.11   (feet)  ADJUSTED  
 LB1080  ___________________________________________________________________
 LB1080  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 LB1080  DYNAMIC HT  -         208.426 (meters)     683.81  (feet)  COMP
 LB1080  MODELED GRAV-     980,179.2   (mgal)                       NAVD 88
 LB1080
 LB1080  VERT ORDER  -  SECOND    CLASS 0
 LB1080
 LB1080.The horizontal coordinates were scaled from a topographic map and have
 LB1080.an estimated accuracy of +/- 6 seconds.
 LB1080
 LB1080.The orthometric height was determined by differential leveling
 LB1080.and adjusted by the National Geodetic Survey in June 1991..
 LB1080
 LB1080.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1080.See file dsdata.txt to determine how the superseded data were derived.
 LB1080
 LB1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL058370(NAD 83)
 LB1080_MARKER: DB = BENCH MARK DISK
 LB1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1080_STAMPING: H 110 1946
 LB1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1080+STABILITY: SURFACE MOTION
 LB1080
 LB1080  HISTORY     - Date     Condition        Report By
 LB1080  HISTORY     - 1946     MONUMENTED       CGS
 LB1080  HISTORY     - 1989     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0811 ***********************************************************************
 KA0811  DESIGNATION -  H 111
 KA0811  PID         -  KA0811
 KA0811  STATE/COUNTY-  IN/BOONE
 KA0811  USGS QUAD   -  LIZTON (1970)
 KA0811
 KA0811                         *CURRENT SURVEY CONTROL
 KA0811  ___________________________________________________________________
 KA0811* NAD 83(1986)-  39 58 34.     (N)    086 37 11.     (W)     SCALED    
 KA0811* NAVD 88     -       278.157  (meters)     912.59   (feet)  ADJUSTED  
 KA0811  ___________________________________________________________________
 KA0811  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 KA0811  DYNAMIC HT  -         278.006 (meters)     912.09  (feet)  COMP
 KA0811  MODELED GRAV-     980,073.6   (mgal)                       NAVD 88
 KA0811
 KA0811  VERT ORDER  -  SECOND    CLASS 0
 KA0811
 KA0811.The horizontal coordinates were scaled from a topographic map and have
 KA0811.an estimated accuracy of +/- 6 seconds.
 KA0811
 KA0811.The orthometric height was determined by differential leveling
 KA0811.and adjusted by the National Geodetic Survey in June 1991..
 KA0811
 KA0811.The geoid height was determined by GEOID03.
 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     -   524,970.      939,600.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0811.See file dsdata.txt to determine how the superseded data were derived.
 KA0811
 KA0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK324251(NAD 83)
 KA0811_MARKER: DB = BENCH MARK DISK
 KA0811_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0811_SP_SET: BRIDGE
 KA0811_STAMPING: H 111 1946
 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 = OCTOBER  6, 2006
 LB0609 ***********************************************************************
 LB0609  DESIGNATION -  H 112
 LB0609  PID         -  LB0609
 LB0609  STATE/COUNTY-  IN/BOONE
 LB0609  USGS QUAD   -  ROSSTON (1987)
 LB0609
 LB0609                         *CURRENT SURVEY CONTROL
 LB0609  ___________________________________________________________________
 LB0609* NAD 83(1986)-  40 02 25.     (N)    086 17 36.     (W)     SCALED    
 LB0609* NAVD 88     -       285.596  (meters)     936.99   (feet)  ADJUSTED  
 LB0609  ___________________________________________________________________
 LB0609  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 LB0609  DYNAMIC HT  -         285.437 (meters)     936.47  (feet)  COMP
 LB0609  MODELED GRAV-     980,060.8   (mgal)                       NAVD 88
 LB0609
 LB0609  VERT ORDER  -  SECOND    CLASS 0
 LB0609
 LB0609.The horizontal coordinates were scaled from a topographic map and have
 LB0609.an estimated accuracy of +/- 6 seconds.
 LB0609
 LB0609.The orthometric height was determined by differential leveling
 LB0609.and adjusted by the National Geodetic Survey in June 1991..
 LB0609
 LB0609.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0609.See file dsdata.txt to determine how the superseded data were derived.
 LB0609
 LB0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK602324(NAD 83)
 LB0609_MARKER: DB = BENCH MARK DISK
 LB0609_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0609_SP_SET: BUILDING
 LB0609_STAMPING: H 112 1946
 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 = OCTOBER  6, 2006
 LB0886 ***********************************************************************
 LB0886  DESIGNATION -  H 113
 LB0886  PID         -  LB0886
 LB0886  STATE/COUNTY-  IN/BOONE
 LB0886  USGS QUAD   -  THORNTOWN (1991)
 LB0886
 LB0886                         *CURRENT SURVEY CONTROL
 LB0886  ___________________________________________________________________
 LB0886* NAD 83(1986)-  40 07 45.     (N)    086 36 21.     (W)     SCALED    
 LB0886* NAVD 88     -       260.945  (meters)     856.12   (feet)  ADJUSTED  
 LB0886  ___________________________________________________________________
 LB0886  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 LB0886  DYNAMIC HT  -         260.804 (meters)     855.65  (feet)  COMP
 LB0886  MODELED GRAV-     980,078.3   (mgal)                       NAVD 88
 LB0886
 LB0886  VERT ORDER  -  SECOND    CLASS 0
 LB0886
 LB0886.The horizontal coordinates were scaled from a topographic map and have
 LB0886.an estimated accuracy of +/- 6 seconds.
 LB0886
 LB0886.The orthometric height was determined by differential leveling
 LB0886.and adjusted by the National Geodetic Survey in June 1991..
 LB0886
 LB0886.The geoid height was determined by GEOID03.
 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     -   541,970.      940,700.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0886.See file dsdata.txt to determine how the superseded data were derived.
 LB0886
 LB0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK335421(NAD 83)
 LB0886_MARKER: DB = BENCH MARK DISK
 LB0886_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0886_SP_SET: BUILDING
 LB0886_STAMPING: H 113 1946
 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 = OCTOBER  6, 2006
 LB0642 ***********************************************************************
 LB0642  DESIGNATION -  H 114
 LB0642  PID         -  LB0642
 LB0642  STATE/COUNTY-  IN/BOONE
 LB0642  USGS QUAD   -  MECHANICSBURG (1961)
 LB0642
 LB0642                         *CURRENT SURVEY CONTROL
 LB0642  ___________________________________________________________________
 LB0642* NAD 83(1986)-  40 09 19.     (N)    086 29 05.     (W)     SCALED    
 LB0642* NAVD 88     -       268.413  (meters)     880.62   (feet)  ADJUSTED  
 LB0642  ___________________________________________________________________
 LB0642  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 LB0642  DYNAMIC HT  -         268.268 (meters)     880.14  (feet)  COMP
 LB0642  MODELED GRAV-     980,076.2   (mgal)                       NAVD 88
 LB0642
 LB0642  VERT ORDER  -  SECOND    CLASS 0
 LB0642
 LB0642.The horizontal coordinates were scaled from a topographic map and have
 LB0642.an estimated accuracy of +/- 6 seconds.
 LB0642
 LB0642.The orthometric height was determined by differential leveling
 LB0642.and adjusted by the National Geodetic Survey in June 1991..
 LB0642
 LB0642.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB0642
 LB0642  NGVD 29 (??/??/92)  268.51   (m)          880.9    (f) COMPUTED    2 0
 LB0642
 LB0642.Superseded values are not recommended for survey control.
 LB0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0642.See file dsdata.txt to determine how the superseded data were derived.
 LB0642
 LB0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK438451(NAD 83)
 LB0642_MARKER: DB = BENCH MARK DISK
 LB0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0642_STAMPING: H 114 1946
 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 = OCTOBER  6, 2006
 LB0100 ***********************************************************************
 LB0100  DESIGNATION -  H 115
 LB0100  PID         -  LB0100
 LB0100  STATE/COUNTY-  IN/CASS
 LB0100  USGS QUAD   -  GALVESTON (1994)
 LB0100
 LB0100                         *CURRENT SURVEY CONTROL
 LB0100  ___________________________________________________________________
 LB0100* NAD 83(1986)-  40 36 20.     (N)    086 14 28.     (W)     SCALED    
 LB0100* NAVD 88     -       228.889  (meters)     750.95   (feet)  ADJUSTED  
 LB0100  ___________________________________________________________________
 LB0100  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 LB0100  DYNAMIC HT  -         228.774 (meters)     750.57  (feet)  COMP
 LB0100  MODELED GRAV-     980,120.4   (mgal)                       NAVD 88
 LB0100
 LB0100  VERT ORDER  -  SECOND    CLASS 0
 LB0100
 LB0100.The horizontal coordinates were scaled from a topographic map and have
 LB0100.an estimated accuracy of +/- 6 seconds.
 LB0100
 LB0100.The orthometric height was determined by differential leveling
 LB0100.and adjusted by the National Geodetic Survey in June 1991..
 LB0100
 LB0100.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0100.See file dsdata.txt to determine how the superseded data were derived.
 LB0100
 LB0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK642952(NAD 83)
 LB0100_MARKER: DB = BENCH MARK DISK
 LB0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0100_STAMPING: H 115 1946
 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 = OCTOBER  6, 2006
 LB0323 ***********************************************************************
 LB0323  DESIGNATION -  H 116
 LB0323  PID         -  LB0323
 LB0323  STATE/COUNTY-  IN/CLINTON
 LB0323  USGS QUAD   -  BURLINGTON (1984)
 LB0323
 LB0323                         *CURRENT SURVEY CONTROL
 LB0323  ___________________________________________________________________
 LB0323* NAD 83(1986)-  40 25 54.     (N)    086 23 34.     (W)     SCALED    
 LB0323* NAVD 88     -       249.941  (meters)     820.01   (feet)  ADJUSTED  
 LB0323  ___________________________________________________________________
 LB0323  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 LB0323  DYNAMIC HT  -         249.811 (meters)     819.59  (feet)  COMP
 LB0323  MODELED GRAV-     980,099.4   (mgal)                       NAVD 88
 LB0323
 LB0323  VERT ORDER  -  SECOND    CLASS 0
 LB0323
 LB0323.The horizontal coordinates were scaled from a topographic map and have
 LB0323.an estimated accuracy of +/- 6 seconds.
 LB0323
 LB0323.The orthometric height was determined by differential leveling
 LB0323.and adjusted by the National Geodetic Survey in June 1991..
 LB0323
 LB0323.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0323.See file dsdata.txt to determine how the superseded data were derived.
 LB0323
 LB0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK515758(NAD 83)
 LB0323_MARKER: DB = BENCH MARK DISK
 LB0323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0323_SP_SET: BOX CULVERT HEADWALL
 LB0323_STAMPING: H 116 1946
 LB0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0381 ***********************************************************************
 LB0381  DESIGNATION -  H 117
 LB0381  PID         -  LB0381
 LB0381  STATE/COUNTY-  IN/CARROLL
 LB0381  USGS QUAD   -  BURLINGTON (1984)
 LB0381
 LB0381                         *CURRENT SURVEY CONTROL
 LB0381  ___________________________________________________________________
 LB0381* NAD 83(1986)-  40 28 28.     (N)    086 29 31.     (W)     SCALED    
 LB0381* NAVD 88     -       228.321  (meters)     749.08   (feet)  ADJUSTED  
 LB0381  ___________________________________________________________________
 LB0381  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 LB0381  DYNAMIC HT  -         228.204 (meters)     748.70  (feet)  COMP
 LB0381  MODELED GRAV-     980,110.3   (mgal)                       NAVD 88
 LB0381
 LB0381  VERT ORDER  -  SECOND    CLASS 0
 LB0381
 LB0381.The horizontal coordinates were scaled from a topographic map and have
 LB0381.an estimated accuracy of +/- 6 seconds.
 LB0381
 LB0381.The orthometric height was determined by differential leveling
 LB0381.and adjusted by the National Geodetic Survey in June 1991..
 LB0381
 LB0381.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0381.See file dsdata.txt to determine how the superseded data were derived.
 LB0381
 LB0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK430805(NAD 83)
 LB0381_MARKER: DB = BENCH MARK DISK
 LB0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0381_STAMPING: H 117 1946
 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 = OCTOBER  6, 2006
 LB0968 ***********************************************************************
 LB0968  DESIGNATION -  H 118
 LB0968  PID         -  LB0968
 LB0968  STATE/COUNTY-  IN/CARROLL
 LB0968  USGS QUAD   -  FLORA (1986)
 LB0968
 LB0968                         *CURRENT SURVEY CONTROL
 LB0968  ___________________________________________________________________
 LB0968* NAD 83(1986)-  40 30 13.     (N)    086 32 23.     (W)     SCALED    
 LB0968* NAVD 88     -       221.905  (meters)     728.03   (feet)  ADJUSTED  
 LB0968  ___________________________________________________________________
 LB0968  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 LB0968  DYNAMIC HT  -         221.793 (meters)     727.67  (feet)  COMP
 LB0968  MODELED GRAV-     980,115.5   (mgal)                       NAVD 88
 LB0968
 LB0968  VERT ORDER  -  SECOND    CLASS 0
 LB0968
 LB0968.The horizontal coordinates were scaled from a topographic map and have
 LB0968.an estimated accuracy of +/- 6 seconds.
 LB0968
 LB0968.The orthometric height was determined by differential leveling
 LB0968.and adjusted by the National Geodetic Survey in June 1991..
 LB0968
 LB0968.The geoid height was determined by GEOID03.
 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     -   583,580.      946,080.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0968.See file dsdata.txt to determine how the superseded data were derived.
 LB0968
 LB0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK389837(NAD 83)
 LB0968_MARKER: DB = BENCH MARK DISK
 LB0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0968_STAMPING: H 118 1946
 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 = OCTOBER  6, 2006
 LB0693 ***********************************************************************
 LB0693  DESIGNATION -  H 119
 LB0693  PID         -  LB0693
 LB0693  STATE/COUNTY-  IN/CARROLL
 LB0693  USGS QUAD   -  PYRMONT (1961)
 LB0693
 LB0693                         *CURRENT SURVEY CONTROL
 LB0693  ___________________________________________________________________
 LB0693* NAD 83(1986)-  40 28 42.     (N)    086 38 18.     (W)     SCALED    
 LB0693* NAVD 88     -       211.263  (meters)     693.12   (feet)  ADJUSTED  
 LB0693  ___________________________________________________________________
 LB0693  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 LB0693  DYNAMIC HT  -         211.158 (meters)     692.77  (feet)  COMP
 LB0693  MODELED GRAV-     980,121.5   (mgal)                       NAVD 88
 LB0693
 LB0693  VERT ORDER  -  SECOND    CLASS 0
 LB0693
 LB0693.The horizontal coordinates were scaled from a topographic map and have
 LB0693.an estimated accuracy of +/- 6 seconds.
 LB0693
 LB0693.The orthometric height was determined by differential leveling
 LB0693.and adjusted by the National Geodetic Survey in June 1991..
 LB0693
 LB0693.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0693.See file dsdata.txt to determine how the superseded data were derived.
 LB0693
 LB0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK306809(NAD 83)
 LB0693_MARKER: DB = BENCH MARK DISK
 LB0693_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0693_SP_SET: CULVERT HEADWALL
 LB0693_STAMPING: H 119 1946
 LB0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0693
 LB0693  HISTORY     - Date     Condition        Report By
 LB0693  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0708 ***********************************************************************
 LB0708  DESIGNATION -  H 120
 LB0708  PID         -  LB0708
 LB0708  STATE/COUNTY-  IN/CARROLL
 LB0708  USGS QUAD   -  ROSSVILLE (1961)
 LB0708
 LB0708                         *CURRENT SURVEY CONTROL
 LB0708  ___________________________________________________________________
 LB0708* NAD 83(1986)-  40 27 38.     (N)    086 36 09.     (W)     SCALED    
 LB0708* NAVD 88     -       199.449  (meters)     654.36   (feet)  ADJUSTED  
 LB0708  ___________________________________________________________________
 LB0708  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 LB0708  DYNAMIC HT  -         199.349 (meters)     654.03  (feet)  COMP
 LB0708  MODELED GRAV-     980,116.5   (mgal)                       NAVD 88
 LB0708
 LB0708  VERT ORDER  -  SECOND    CLASS 0
 LB0708
 LB0708.The horizontal coordinates were scaled from a topographic map and have
 LB0708.an estimated accuracy of +/- 6 seconds.
 LB0708
 LB0708.The orthometric height was determined by differential leveling
 LB0708.and adjusted by the National Geodetic Survey in June 1991..
 LB0708
 LB0708.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0708.See file dsdata.txt to determine how the superseded data were derived.
 LB0708
 LB0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK337789(NAD 83)
 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_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 = OCTOBER  6, 2006
 KA0647 ***********************************************************************
 KA0647  DESIGNATION -  H 121
 KA0647  PID         -  KA0647
 KA0647  STATE/COUNTY-  IN/PUTNAM
 KA0647  USGS QUAD   -  REELSVILLE (1986)
 KA0647
 KA0647                         *CURRENT SURVEY CONTROL
 KA0647  ___________________________________________________________________
 KA0647* NAD 83(1986)-  39 37 28.     (N)    086 56 31.     (W)     SCALED    
 KA0647* NAVD 88     -       210.730  (meters)     691.37   (feet)  ADJUSTED  
 KA0647  ___________________________________________________________________
 KA0647  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KA0647  DYNAMIC HT  -         210.610 (meters)     690.98  (feet)  COMP
 KA0647  MODELED GRAV-     980,050.9   (mgal)                       NAVD 88
 KA0647
 KA0647  VERT ORDER  -  FIRST     CLASS II
 KA0647
 KA0647.The horizontal coordinates were scaled from a topographic map and have
 KA0647.an estimated accuracy of +/- 6 seconds.
 KA0647
 KA0647.The orthometric height was determined by differential leveling
 KA0647.and adjusted by the National Geodetic Survey in June 1991..
 KA0647
 KA0647.The geoid height was determined by GEOID03.
 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     -   485,830.      912,140.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0647.See file dsdata.txt to determine how the superseded data were derived.
 KA0647
 KA0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ049860(NAD 83)
 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 = OCTOBER  6, 2006
 LB1374 ***********************************************************************
 LB1374  DESIGNATION -  H 122
 LB1374  PID         -  LB1374
 LB1374  STATE/COUNTY-  IN/BENTON
 LB1374  USGS QUAD   -  BOSWELL (1980)
 LB1374
 LB1374                         *CURRENT SURVEY CONTROL
 LB1374  ___________________________________________________________________
 LB1374* NAD 83(1986)-  40 37 18.     (N)    087 26 44.     (W)     SCALED    
 LB1374* NAVD 88     -       226.546  (meters)     743.26   (feet)  ADJUSTED  
 LB1374  ___________________________________________________________________
 LB1374  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 LB1374  DYNAMIC HT  -         226.438 (meters)     742.91  (feet)  COMP
 LB1374  MODELED GRAV-     980,142.2   (mgal)                       NAVD 88
 LB1374
 LB1374  VERT ORDER  -  SECOND    CLASS 0
 LB1374
 LB1374.The horizontal coordinates were scaled from a topographic map and have
 LB1374.an estimated accuracy of +/- 6 seconds.
 LB1374
 LB1374.The orthometric height was determined by differential leveling
 LB1374.and adjusted by the National Geodetic Survey in June 1991..
 LB1374
 LB1374.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1374.See file dsdata.txt to determine how the superseded data were derived.
 LB1374
 LB1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK623968(NAD 83)
 LB1374_MARKER: DB = BENCH MARK DISK
 LB1374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1374_SP_SET: CULVERT
 LB1374_STAMPING: H 122 1946
 LB1374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1400 ***********************************************************************
 LB1400  DESIGNATION -  H 123
 LB1400  PID         -  LB1400
 LB1400  STATE/COUNTY-  IN/WHITE
 LB1400  USGS QUAD   -  ROUND GROVE (1962)
 LB1400
 LB1400                         *CURRENT SURVEY CONTROL
 LB1400  ___________________________________________________________________
 LB1400* NAD 83(1986)-  40 36 22.     (N)    087 03 26.     (W)     SCALED    
 LB1400* NAVD 88     -       222.607  (meters)     730.34   (feet)  ADJUSTED  
 LB1400  ___________________________________________________________________
 LB1400  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 LB1400  DYNAMIC HT  -         222.499 (meters)     729.98  (feet)  COMP
 LB1400  MODELED GRAV-     980,132.6   (mgal)                       NAVD 88
 LB1400
 LB1400  VERT ORDER  -  SECOND    CLASS 0
 LB1400
 LB1400.The horizontal coordinates were scaled from a topographic map and have
 LB1400.an estimated accuracy of +/- 6 seconds.
 LB1400
 LB1400.The orthometric height was determined by differential leveling
 LB1400.and adjusted by the National Geodetic Survey in June 1991..
 LB1400
 LB1400.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1400.See file dsdata.txt to determine how the superseded data were derived.
 LB1400
 LB1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK951950(NAD 83)
 LB1400_MARKER: DB = BENCH MARK DISK
 LB1400_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1400_SP_SET: CULVERT
 LB1400_STAMPING: H 123 1946
 LB1400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1322 ***********************************************************************
 LB1322  DESIGNATION -  H 124
 LB1322  PID         -  LB1322
 LB1322  STATE/COUNTY-  IN/BENTON
 LB1322  USGS QUAD   -  FOWLER (1980)
 LB1322
 LB1322                         *CURRENT SURVEY CONTROL
 LB1322  ___________________________________________________________________
 LB1322* NAD 83(1986)-  40 34 36.     (N)    087 16 00.     (W)     SCALED    
 LB1322* NAVD 88     -       240.470  (meters)     788.94   (feet)  ADJUSTED  
 LB1322  ___________________________________________________________________
 LB1322  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 LB1322  DYNAMIC HT  -         240.351 (meters)     788.55  (feet)  COMP
 LB1322  MODELED GRAV-     980,127.8   (mgal)                       NAVD 88
 LB1322
 LB1322  VERT ORDER  -  SECOND    CLASS 0
 LB1322
 LB1322.The horizontal coordinates were scaled from a topographic map and have
 LB1322.an estimated accuracy of +/- 6 seconds.
 LB1322
 LB1322.The orthometric height was determined by differential leveling
 LB1322.and adjusted by the National Geodetic Survey in June 1991..
 LB1322
 LB1322.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1322.See file dsdata.txt to determine how the superseded data were derived.
 LB1322
 LB1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK774917(NAD 83)
 LB1322_MARKER: DB = BENCH MARK DISK
 LB1322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1322_SP_SET: CULVERT
 LB1322_STAMPING: H 124 1946
 LB1322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1467 ***********************************************************************
 LB1467  DESIGNATION -  H 125
 LB1467  PID         -  LB1467
 LB1467  STATE/COUNTY-  IN/WHITE
 LB1467  USGS QUAD   -  TEMPLETON NE (1980)
 LB1467
 LB1467                         *CURRENT SURVEY CONTROL
 LB1467  ___________________________________________________________________
 LB1467* NAD 83(1986)-  40 38 56.     (N)    087 00 12.     (W)     SCALED    
 LB1467* NAVD 88     -       231.949  (meters)     760.99   (feet)  ADJUSTED  
 LB1467  ___________________________________________________________________
 LB1467  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 LB1467  DYNAMIC HT  -         231.838 (meters)     760.62  (feet)  COMP
 LB1467  MODELED GRAV-     980,140.8   (mgal)                       NAVD 88
 LB1467
 LB1467  VERT ORDER  -  SECOND    CLASS 0
 LB1467
 LB1467.The horizontal coordinates were scaled from a topographic map and have
 LB1467.an estimated accuracy of +/- 6 seconds.
 LB1467
 LB1467.The orthometric height was determined by differential leveling
 LB1467.and adjusted by the National Geodetic Survey in June 1991..
 LB1467
 LB1467.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1467.See file dsdata.txt to determine how the superseded data were derived.
 LB1467
 LB1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK997997(NAD 83)
 LB1467_MARKER: DB = BENCH MARK DISK
 LB1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1467_STAMPING: H 125 1946
 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 = OCTOBER  6, 2006
 LB1056 ***********************************************************************
 LB1056  DESIGNATION -  H 126
 LB1056  PID         -  LB1056
 LB1056  STATE/COUNTY-  IN/WHITE
 LB1056  USGS QUAD   -  MONON NE (1962)
 LB1056
 LB1056                         *CURRENT SURVEY CONTROL
 LB1056  ___________________________________________________________________
 LB1056* NAD 83(1986)-  40 52 30.     (N)    086 45 37.     (W)     SCALED    
 LB1056* NAVD 88     -       203.778  (meters)     668.56   (feet)  ADJUSTED  
 LB1056  ___________________________________________________________________
 LB1056  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 LB1056  DYNAMIC HT  -         203.687 (meters)     668.26  (feet)  COMP
 LB1056  MODELED GRAV-     980,172.3   (mgal)                       NAVD 88
 LB1056
 LB1056  VERT ORDER  -  SECOND    CLASS 0
 LB1056
 LB1056.The horizontal coordinates were scaled from a topographic map and have
 LB1056.an estimated accuracy of +/- 6 seconds.
 LB1056
 LB1056.The orthometric height was determined by differential leveling
 LB1056.and adjusted by the National Geodetic Survey in June 1991..
 LB1056
 LB1056.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1056.See file dsdata.txt to determine how the superseded data were derived.
 LB1056
 LB1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL201249(NAD 83)
 LB1056_MARKER: DB = BENCH MARK DISK
 LB1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1056_STAMPING: H 126 1946
 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 = OCTOBER  6, 2006
 LB0939 ***********************************************************************
 LB0939  DESIGNATION -  H 127
 LB0939  PID         -  LB0939
 LB0939  STATE/COUNTY-  IN/WHITE
 LB0939  USGS QUAD   -  BURNETTSVILLE (1962)
 LB0939
 LB0939                         *CURRENT SURVEY CONTROL
 LB0939  ___________________________________________________________________
 LB0939* NAD 83(1986)-  40 48 46.     (N)    086 36 02.     (W)     SCALED    
 LB0939* NAVD 88     -       216.169  (meters)     709.21   (feet)  ADJUSTED  
 LB0939  ___________________________________________________________________
 LB0939  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 LB0939  DYNAMIC HT  -         216.071 (meters)     708.89  (feet)  COMP
 LB0939  MODELED GRAV-     980,165.1   (mgal)                       NAVD 88
 LB0939
 LB0939  VERT ORDER  -  SECOND    CLASS 0
 LB0939
 LB0939.The horizontal coordinates were scaled from a topographic map and have
 LB0939.an estimated accuracy of +/- 6 seconds.
 LB0939
 LB0939.The orthometric height was determined by differential leveling
 LB0939.and adjusted by the National Geodetic Survey in June 1991..
 LB0939
 LB0939.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0939.See file dsdata.txt to determine how the superseded data were derived.
 LB0939
 LB0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL336180(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB1138 ***********************************************************************
 LB1138  DESIGNATION -  H 128
 LB1138  PID         -  LB1138
 LB1138  STATE/COUNTY-  IN/PULASKI
 LB1138  USGS QUAD   -  BUFFALO (1979)
 LB1138
 LB1138                         *CURRENT SURVEY CONTROL
 LB1138  ___________________________________________________________________
 LB1138* NAD 83(1986)-  40 59 50.     (N)    086 43 03.     (W)     SCALED    
 LB1138* NAVD 88     -       210.245  (meters)     689.78   (feet)  ADJUSTED  
 LB1138  ___________________________________________________________________
 LB1138  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 LB1138  DYNAMIC HT  -         210.155 (meters)     689.48  (feet)  COMP
 LB1138  MODELED GRAV-     980,186.6   (mgal)                       NAVD 88
 LB1138
 LB1138  VERT ORDER  -  SECOND    CLASS 0
 LB1138
 LB1138.The horizontal coordinates were scaled from a topographic map and have
 LB1138.an estimated accuracy of +/- 6 seconds.
 LB1138
 LB1138.The orthometric height was determined by differential leveling
 LB1138.and adjusted by the National Geodetic Survey in June 1991..
 LB1138
 LB1138.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1138.See file dsdata.txt to determine how the superseded data were derived.
 LB1138
 LB1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL237384(NAD 83)
 LB1138_MARKER: DB = BENCH MARK DISK
 LB1138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1138_SP_SET: CULVERT
 LB1138_STAMPING: H 128 1946
 LB1138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1140 ***********************************************************************
 LB1140  DESIGNATION -  H 129
 LB1140  PID         -  LB1140
 LB1140  STATE/COUNTY-  IN/PULASKI
 LB1140  USGS QUAD   -  MONON NE (1962)
 LB1140
 LB1140                         *CURRENT SURVEY CONTROL
 LB1140  ___________________________________________________________________
 LB1140* NAD 83(1986)-  40 59 04.     (N)    086 50 44.     (W)     SCALED    
 LB1140* NAVD 88     -       205.278  (meters)     673.48   (feet)  ADJUSTED  
 LB1140  ___________________________________________________________________
 LB1140  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 LB1140  DYNAMIC HT  -         205.187 (meters)     673.18  (feet)  COMP
 LB1140  MODELED GRAV-     980,179.2   (mgal)                       NAVD 88
 LB1140
 LB1140  VERT ORDER  -  SECOND    CLASS 0
 LB1140
 LB1140.The horizontal coordinates were scaled from a topographic map and have
 LB1140.an estimated accuracy of +/- 6 seconds.
 LB1140
 LB1140.The orthometric height was determined by differential leveling
 LB1140.and adjusted by the National Geodetic Survey in June 1991..
 LB1140
 LB1140.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1140.See file dsdata.txt to determine how the superseded data were derived.
 LB1140
 LB1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL129370(NAD 83)
 LB1140_MARKER: DB = BENCH MARK DISK
 LB1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1140_STAMPING: H 129 1946
 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 = OCTOBER  6, 2006
 KA0387 ***********************************************************************
 KA0387  DESIGNATION -  H 13
 KA0387  PID         -  KA0387
 KA0387  STATE/COUNTY-  IN/OWEN
 KA0387  USGS QUAD   -  GOSPORT (1983)
 KA0387
 KA0387                         *CURRENT SURVEY CONTROL
 KA0387  ___________________________________________________________________
 KA0387* NAD 83(1986)-  39 20 33.     (N)    086 39 55.     (W)     SCALED    
 KA0387* NAVD 88     -       182.002  (meters)     597.12   (feet)  ADJUSTED  
 KA0387  ___________________________________________________________________
 KA0387  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KA0387  DYNAMIC HT  -         181.895 (meters)     596.77  (feet)  COMP
 KA0387  MODELED GRAV-     980,039.4   (mgal)                       NAVD 88
 KA0387
 KA0387  VERT ORDER  -  FIRST     CLASS II
 KA0387
 KA0387.The horizontal coordinates were scaled from a topographic map and have
 KA0387.an estimated accuracy of +/- 6 seconds.
 KA0387
 KA0387.The orthometric height was determined by differential leveling
 KA0387.and adjusted by the National Geodetic Survey in June 1991..
 KA0387
 KA0387.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0387.See file dsdata.txt to determine how the superseded data were derived.
 KA0387
 KA0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ288548(NAD 83)
 KA0387_MARKER: DB = BENCH MARK DISK
 KA0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0387_STAMPING: 597.525 H 13 1930
 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             NGS
 KA0387
 KA0387                          STATION DESCRIPTION
 KA0387
 KA0387'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0715 ***********************************************************************
 ME0715  DESIGNATION -  H 130
 ME0715  PID         -  ME0715
 ME0715  STATE/COUNTY-  IN/PULASKI
 ME0715  USGS QUAD   -  RIPLEY (1962)
 ME0715
 ME0715                         *CURRENT SURVEY CONTROL
 ME0715  ___________________________________________________________________
 ME0715* NAD 83(1986)-  41 05 06.     (N)    086 44 15.     (W)     SCALED    
 ME0715* NAVD 88     -       211.599  (meters)     694.22   (feet)  ADJUSTED  
 ME0715  ___________________________________________________________________
 ME0715  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 ME0715  DYNAMIC HT  -         211.508 (meters)     693.92  (feet)  COMP
 ME0715  MODELED GRAV-     980,189.5   (mgal)                       NAVD 88
 ME0715
 ME0715  VERT ORDER  -  SECOND    CLASS 0
 ME0715
 ME0715.The horizontal coordinates were scaled from a topographic map and have
 ME0715.an estimated accuracy of +/- 6 seconds.
 ME0715
 ME0715.The orthometric height was determined by differential leveling
 ME0715.and adjusted by the National Geodetic Survey in June 1991..
 ME0715
 ME0715.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0715.See file dsdata.txt to determine how the superseded data were derived.
 ME0715
 ME0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL220482(NAD 83)
 ME0715_MARKER: DB = BENCH MARK DISK
 ME0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0715_STAMPING: H 130 1946
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 ME0757 ***********************************************************************
 ME0757  DESIGNATION -  H 131
 ME0757  PID         -  ME0757
 ME0757  STATE/COUNTY-  IN/PULASKI
 ME0757  USGS QUAD   -  WINAMAC (1980)
 ME0757
 ME0757                         *CURRENT SURVEY CONTROL
 ME0757  ___________________________________________________________________
 ME0757* NAD 83(1986)-  41 00 42.     (N)    086 32 48.     (W)     SCALED    
 ME0757* NAVD 88     -       217.609  (meters)     713.94   (feet)  ADJUSTED  
 ME0757  ___________________________________________________________________
 ME0757  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME0757  DYNAMIC HT  -         217.515 (meters)     713.63  (feet)  COMP
 ME0757  MODELED GRAV-     980,184.6   (mgal)                       NAVD 88
 ME0757
 ME0757  VERT ORDER  -  SECOND    CLASS 0
 ME0757
 ME0757.The horizontal coordinates were scaled from a topographic map and have
 ME0757.an estimated accuracy of +/- 6 seconds.
 ME0757
 ME0757.The orthometric height was determined by differential leveling
 ME0757.and adjusted by the National Geodetic Survey in June 1991..
 ME0757
 ME0757.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0757.See file dsdata.txt to determine how the superseded data were derived.
 ME0757
 ME0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL381401(NAD 83)
 ME0757_MARKER: DB = BENCH MARK DISK
 ME0757_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0757_SP_SET: CULVERT
 ME0757_STAMPING: H 131 1946
 ME0757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME0667 ***********************************************************************
 ME0667  DESIGNATION -  H 132
 ME0667  PID         -  ME0667
 ME0667  STATE/COUNTY-  IN/STARKE
 ME0667  USGS QUAD   -  DENHAM (1962)
 ME0667
 ME0667                         *CURRENT SURVEY CONTROL
 ME0667  ___________________________________________________________________
 ME0667* NAD 83(1986)-  41 12 02.     (N)    086 43 04.     (W)     SCALED    
 ME0667* NAVD 88     -       215.607  (meters)     707.37   (feet)  ADJUSTED  
 ME0667  ___________________________________________________________________
 ME0667  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME0667  DYNAMIC HT  -         215.516 (meters)     707.07  (feet)  COMP
 ME0667  MODELED GRAV-     980,195.8   (mgal)                       NAVD 88
 ME0667
 ME0667  VERT ORDER  -  SECOND    CLASS 0
 ME0667
 ME0667.The horizontal coordinates were scaled from a topographic map and have
 ME0667.an estimated accuracy of +/- 6 seconds.
 ME0667
 ME0667.The orthometric height was determined by differential leveling
 ME0667.and adjusted by the National Geodetic Survey in June 1991..
 ME0667
 ME0667.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0667.See file dsdata.txt to determine how the superseded data were derived.
 ME0667
 ME0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL236610(NAD 83)
 ME0667_MARKER: DB = BENCH MARK DISK
 ME0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0667_STAMPING: H 132 1946
 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             NGS
 ME0667
 ME0667                          STATION DESCRIPTION
 ME0667
 ME0667'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0404 ***********************************************************************
 ME0404  DESIGNATION -  H 133
 ME0404  PID         -  ME0404
 ME0404  STATE/COUNTY-  IN/MARSHALL
 ME0404  USGS QUAD   -  CULVER (1980)
 ME0404
 ME0404                         *CURRENT SURVEY CONTROL
 ME0404  ___________________________________________________________________
 ME0404* NAD 83(1986)-  41 13 14.     (N)    086 22 55.     (W)     SCALED    
 ME0404* NAVD 88     -       249.544  (meters)     818.71   (feet)  ADJUSTED  
 ME0404  ___________________________________________________________________
 ME0404  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 ME0404  DYNAMIC HT  -         249.440 (meters)     818.37  (feet)  COMP
 ME0404  MODELED GRAV-     980,200.2   (mgal)                       NAVD 88
 ME0404
 ME0404  VERT ORDER  -  SECOND    CLASS 0
 ME0404
 ME0404.The horizontal coordinates were scaled from a topographic map and have
 ME0404.an estimated accuracy of +/- 6 seconds.
 ME0404
 ME0404.The orthometric height was determined by differential leveling
 ME0404.and adjusted by the National Geodetic Survey in June 1991..
 ME0404
 ME0404.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0404.See file dsdata.txt to determine how the superseded data were derived.
 ME0404
 ME0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL518634(NAD 83)
 ME0404_MARKER: DB = BENCH MARK DISK
 ME0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0404_STAMPING: H 133 1946
 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 = OCTOBER  6, 2006
 ME0750 ***********************************************************************
 ME0750  DESIGNATION -  H 134
 ME0750  PID         -  ME0750
 ME0750  STATE/COUNTY-  IN/PULASKI
 ME0750  USGS QUAD   -  WINAMAC (1980)
 ME0750
 ME0750                         *CURRENT SURVEY CONTROL
 ME0750  ___________________________________________________________________
 ME0750* NAD 83(1986)-  41 06 48.     (N)    086 31 32.     (W)     SCALED    
 ME0750* NAVD 88     -       219.208  (meters)     719.18   (feet)  ADJUSTED  
 ME0750  ___________________________________________________________________
 ME0750  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 ME0750  DYNAMIC HT  -         219.117 (meters)     718.89  (feet)  COMP
 ME0750  MODELED GRAV-     980,199.8   (mgal)                       NAVD 88
 ME0750
 ME0750  VERT ORDER  -  SECOND    CLASS 0
 ME0750
 ME0750.The horizontal coordinates were scaled from a topographic map and have
 ME0750.an estimated accuracy of +/- 6 seconds.
 ME0750
 ME0750.The orthometric height was determined by differential leveling
 ME0750.and adjusted by the National Geodetic Survey in June 1991..
 ME0750
 ME0750.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0750.See file dsdata.txt to determine how the superseded data were derived.
 ME0750
 ME0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL398514(NAD 83)
 ME0750_MARKER: DB = BENCH MARK DISK
 ME0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0750_STAMPING: H 134 1946
 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 = OCTOBER  6, 2006
 MD1109 ***********************************************************************
 MD1109  DESIGNATION -  H 135
 MD1109  PID         -  MD1109
 MD1109  STATE/COUNTY-  IN/KOSCIUSKO
 MD1109  USGS QUAD   -  SOUTH WHITLEY WEST (1994)
 MD1109
 MD1109                         *CURRENT SURVEY CONTROL
 MD1109  ___________________________________________________________________
 MD1109* NAD 83(1986)-  41 06 40.     (N)    085 44 38.     (W)     SCALED    
 MD1109* NAVD 88     -       278.447  (meters)     913.54   (feet)  ADJUSTED  
 MD1109  ___________________________________________________________________
 MD1109  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 MD1109  DYNAMIC HT  -         278.325 (meters)     913.14  (feet)  COMP
 MD1109  MODELED GRAV-     980,180.1   (mgal)                       NAVD 88
 MD1109
 MD1109  VERT ORDER  -  SECOND    CLASS 0
 MD1109
 MD1109.The horizontal coordinates were scaled from a topographic map and have
 MD1109.an estimated accuracy of +/- 6 seconds.
 MD1109
 MD1109.The orthometric height was determined by differential leveling
 MD1109.and adjusted by the National Geodetic Survey in June 1991..
 MD1109
 MD1109.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1109.See file dsdata.txt to determine how the superseded data were derived.
 MD1109
 MD1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL054518(NAD 83)
 MD1109_MARKER: DB = BENCH MARK DISK
 MD1109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1109_SP_SET: CULVERT
 MD1109_STAMPING: H 135 1946
 MD1109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1202 ***********************************************************************
 LB1202  DESIGNATION -  H 136
 LB1202  PID         -  LB1202
 LB1202  STATE/COUNTY-  IN/TIPPECANOE
 LB1202  USGS QUAD   -  ROUND GROVE (1962)
 LB1202
 LB1202                         *CURRENT SURVEY CONTROL
 LB1202  ___________________________________________________________________
 LB1202* NAD 83(1986)-  40 31 20.     (N)    087 01 48.     (W)     SCALED    
 LB1202* NAVD 88     -       223.414  (meters)     732.98   (feet)  ADJUSTED  
 LB1202  ___________________________________________________________________
 LB1202  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 LB1202  DYNAMIC HT  -         223.305 (meters)     732.63  (feet)  COMP
 LB1202  MODELED GRAV-     980,133.4   (mgal)                       NAVD 88
 LB1202
 LB1202  VERT ORDER  -  SECOND    CLASS 0
 LB1202
 LB1202.The horizontal coordinates were scaled from a topographic map and have
 LB1202.an estimated accuracy of +/- 6 seconds.
 LB1202
 LB1202.The orthometric height was determined by differential leveling
 LB1202.and adjusted by the National Geodetic Survey in June 1991..
 LB1202
 LB1202.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1202.See file dsdata.txt to determine how the superseded data were derived.
 LB1202
 LB1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK974857(NAD 83)
 LB1202_MARKER: DB = BENCH MARK DISK
 LB1202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1202_SP_SET: CULVERT
 LB1202_STAMPING: H 136 1946
 LB1202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME0940 ***********************************************************************
 ME0940  DESIGNATION -  H 138
 ME0940  PID         -  ME0940
 ME0940  STATE/COUNTY-  IN/LAKE
 ME0940  USGS QUAD   -  GARY (1991)
 ME0940
 ME0940                         *CURRENT SURVEY CONTROL
 ME0940  ___________________________________________________________________
 ME0940* NAD 83(1986)-  41 30 26.     (N)    087 19 39.     (W)     SCALED    
 ME0940* NAVD 88     -       191.523  (meters)     628.36   (feet)  ADJUSTED  
 ME0940  ___________________________________________________________________
 ME0940  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME0940  DYNAMIC HT  -         191.449 (meters)     628.11  (feet)  COMP
 ME0940  MODELED GRAV-     980,231.2   (mgal)                       NAVD 88
 ME0940
 ME0940  VERT ORDER  -  SECOND    CLASS 0
 ME0940
 ME0940.The horizontal coordinates were scaled from a topographic map and have
 ME0940.an estimated accuracy of +/- 6 seconds.
 ME0940
 ME0940.The orthometric height was determined by differential leveling
 ME0940.and adjusted by the National Geodetic Survey in June 1991..
 ME0940
 ME0940.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0940.See file dsdata.txt to determine how the superseded data were derived.
 ME0940
 ME0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL726951(NAD 83)
 ME0940_MARKER: DB = BENCH MARK DISK
 ME0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0940_STAMPING: H 138 1946
 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 = OCTOBER  6, 2006
 ME1283 ***********************************************************************
 ME1283  DESIGNATION -  H 139
 ME1283  PID         -  ME1283
 ME1283  STATE/COUNTY-  IN/PORTER
 ME1283  USGS QUAD   -  HEBRON (1972)
 ME1283
 ME1283                         *CURRENT SURVEY CONTROL
 ME1283  ___________________________________________________________________
 ME1283* NAD 83(1986)-  41 17 21.     (N)    087 12 34.     (W)     SCALED    
 ME1283* NAVD 88     -       204.248  (meters)     670.10   (feet)  ADJUSTED  
 ME1283  ___________________________________________________________________
 ME1283  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 ME1283  DYNAMIC HT  -         204.162 (meters)     669.82  (feet)  COMP
 ME1283  MODELED GRAV-     980,199.1   (mgal)                       NAVD 88
 ME1283
 ME1283  VERT ORDER  -  SECOND    CLASS 0
 ME1283
 ME1283.The horizontal coordinates were scaled from a topographic map and have
 ME1283.an estimated accuracy of +/- 6 seconds.
 ME1283
 ME1283.The orthometric height was determined by differential leveling
 ME1283.and adjusted by the National Geodetic Survey in June 1991..
 ME1283
 ME1283.The geoid height was determined by GEOID03.
 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     -   670,680.      889,440.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1283.See file dsdata.txt to determine how the superseded data were derived.
 ME1283
 ME1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL824708(NAD 83)
 ME1283_MARKER: DB = BENCH MARK DISK
 ME1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1283_STAMPING: H 139 1946
 ME1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1283+STABILITY: SURFACE MOTION
 ME1283
 ME1283  HISTORY     - Date     Condition        Report By
 ME1283  HISTORY     - 1946     MONUMENTED       CGS
 ME1283  HISTORY     - 1978     GOOD             LOCSUR
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1664 ***********************************************************************
 LA1664  DESIGNATION -  H 14
 LA1664  PID         -  LA1664
 LA1664  STATE/COUNTY-  IN/HUNTINGTON
 LA1664  USGS QUAD   -  BIPPUS (1972)
 LA1664
 LA1664                         *CURRENT SURVEY CONTROL
 LA1664  ___________________________________________________________________
 LA1664* NAD 83(1986)-  40 52 52.     (N)    085 35 21.     (W)     SCALED    
 LA1664* NAVD 88     -       213.861  (meters)     701.64   (feet)  ADJUSTED  
 LA1664  ___________________________________________________________________
 LA1664  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LA1664  DYNAMIC HT  -         213.759 (meters)     701.31  (feet)  COMP
 LA1664  MODELED GRAV-     980,145.5   (mgal)                       NAVD 88
 LA1664
 LA1664  VERT ORDER  -  FIRST     CLASS II
 LA1664
 LA1664.The horizontal coordinates were scaled from a topographic map and have
 LA1664.an estimated accuracy of +/- 6 seconds.
 LA1664
 LA1664.The orthometric height was determined by differential leveling
 LA1664.and adjusted by the National Geodetic Survey in June 1991..
 LA1664
 LA1664.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1664.See file dsdata.txt to determine how the superseded data were derived.
 LA1664
 LA1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL188265(NAD 83)
 LA1664_MARKER: DB = BENCH MARK DISK
 LA1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1664_STAMPING: H 14 1930
 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             NGS
 LA1664
 LA1664                          STATION DESCRIPTION
 LA1664
 LA1664'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1261 ***********************************************************************
 ME1261  DESIGNATION -  H 140
 ME1261  PID         -  ME1261
 ME1261  STATE/COUNTY-  IN/PORTER
 ME1261  USGS QUAD   -  HEBRON (1972)
 ME1261
 ME1261                         *CURRENT SURVEY CONTROL
 ME1261  ___________________________________________________________________
 ME1261* NAD 83(1986)-  41 20 31.     (N)    087 12 01.     (W)     SCALED    
 ME1261* NAVD 88     -       219.098  (meters)     718.82   (feet)  ADJUSTED  
 ME1261  ___________________________________________________________________
 ME1261  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 ME1261  DYNAMIC HT  -         219.007 (meters)     718.53  (feet)  COMP
 ME1261  MODELED GRAV-     980,204.6   (mgal)                       NAVD 88
 ME1261
 ME1261  VERT ORDER  -  SECOND    CLASS 0
 ME1261
 ME1261.The horizontal coordinates were scaled from a topographic map and have
 ME1261.an estimated accuracy of +/- 6 seconds.
 ME1261
 ME1261.The orthometric height was determined by differential leveling
 ME1261.and adjusted by the National Geodetic Survey in June 1991..
 ME1261
 ME1261.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1261.See file dsdata.txt to determine how the superseded data were derived.
 ME1261
 ME1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL832767(NAD 83)
 ME1261_MARKER: DB = BENCH MARK DISK
 ME1261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1261_SP_SET: CULVERT
 ME1261_STAMPING: H 140 1946
 ME1261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1261
 ME1261  HISTORY     - Date     Condition        Report By
 ME1261  HISTORY     - 1946     MONUMENTED       CGS
 ME1261  HISTORY     - 1968     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 ME1292 ***********************************************************************
 ME1292  DESIGNATION -  H 141 RESET 1956
 ME1292  PID         -  ME1292
 ME1292  STATE/COUNTY-  IN/PORTER
 ME1292  USGS QUAD   -  HEBRON (1972)
 ME1292
 ME1292                         *CURRENT SURVEY CONTROL
 ME1292  ___________________________________________________________________
 ME1292* NAD 83(1986)-  41 19 05.     (N)    087 09 08.     (W)     SCALED    
 ME1292* NAVD 88     -       209.16   (meters)     686.2    (feet)  RESET     
 ME1292  ___________________________________________________________________
 ME1292  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 ME1292
 ME1292  VERT ORDER  -  THIRD
 ME1292
 ME1292.The horizontal coordinates were scaled from a topographic map and have
 ME1292.an estimated accuracy of +/- 6 seconds.
 ME1292
 ME1292.The orthometric height was computed from unverified reset data.
 ME1292
 ME1292.The geoid height was determined by GEOID03.
 ME1292
 ME1292;                    North         East    Units  Estimated Accuracy
 ME1292;SPC IN W     -   673,880.      894,230.      MT  (+/- 180 meters Scaled)
 ME1292
 ME1292                          SUPERSEDED SURVEY CONTROL
 ME1292
 ME1292.No superseded survey control is available for this station.
 ME1292
 ME1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL872740(NAD 83)
 ME1292_MARKER: DB = BENCH MARK DISK
 ME1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1292_STAMPING: H 141 1946 RESET 1956
 ME1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1292+STABILITY: SURFACE MOTION
 ME1292
 ME1292  HISTORY     - Date     Condition        Report By
 ME1292  HISTORY     - 1956     MONUMENTED       CGS
 ME1292  HISTORY     - 1972     GOOD             NGS
 ME1292  HISTORY     - 1978     GOOD             LOCSUR
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0380 ***********************************************************************
 ME0380  DESIGNATION -  H 144
 ME0380  PID         -  ME0380
 ME0380  STATE/COUNTY-  IN/FULTON
 ME0380  USGS QUAD   -  ARGOS (1994)
 ME0380
 ME0380                         *CURRENT SURVEY CONTROL
 ME0380  ___________________________________________________________________
 ME0380* NAD 83(1986)-  41 09 40.     (N)    086 13 39.     (W)     SCALED    
 ME0380* NAVD 88     -       270.716  (meters)     888.17   (feet)  ADJUSTED  
 ME0380  ___________________________________________________________________
 ME0380  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 ME0380  DYNAMIC HT  -         270.600 (meters)     887.79  (feet)  COMP
 ME0380  MODELED GRAV-     980,190.3   (mgal)                       NAVD 88
 ME0380
 ME0380  VERT ORDER  -  SECOND    CLASS 0
 ME0380
 ME0380.The horizontal coordinates were scaled from a topographic map and have
 ME0380.an estimated accuracy of +/- 6 seconds.
 ME0380
 ME0380.The orthometric height was determined by differential leveling
 ME0380.and adjusted by the National Geodetic Survey in June 1991..
 ME0380
 ME0380.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0380.See file dsdata.txt to determine how the superseded data were derived.
 ME0380
 ME0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL648569(NAD 83)
 ME0380_MARKER: DB = BENCH MARK DISK
 ME0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0380_STAMPING: H 144 1946
 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 = OCTOBER  6, 2006
 MD1216 ***********************************************************************
 MD1216  DESIGNATION -  H 145
 MD1216  PID         -  MD1216
 MD1216  STATE/COUNTY-  IN/KOSCIUSKO
 MD1216  USGS QUAD   -  BURKET (1994)
 MD1216
 MD1216                         *CURRENT SURVEY CONTROL
 MD1216  ___________________________________________________________________
 MD1216* NAD 83(1986)-  41 12 09.     (N)    085 58 40.     (W)     SCALED    
 MD1216* NAVD 88     -       245.377  (meters)     805.04   (feet)  ADJUSTED  
 MD1216  ___________________________________________________________________
 MD1216  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MD1216  DYNAMIC HT  -         245.273 (meters)     804.70  (feet)  COMP
 MD1216  MODELED GRAV-     980,192.0   (mgal)                       NAVD 88
 MD1216
 MD1216  VERT ORDER  -  SECOND    CLASS 0
 MD1216
 MD1216.The horizontal coordinates were scaled from a topographic map and have
 MD1216.an estimated accuracy of +/- 6 seconds.
 MD1216
 MD1216.The orthometric height was determined by differential leveling
 MD1216.and adjusted by the National Geodetic Survey in June 1991..
 MD1216
 MD1216.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1216.See file dsdata.txt to determine how the superseded data were derived.
 MD1216
 MD1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL857617(NAD 83)
 MD1216_MARKER: DB = BENCH MARK DISK
 MD1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1216_STAMPING: H 145 1946
 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 = OCTOBER  6, 2006
 LB0954 ***********************************************************************
 LB0954  DESIGNATION -  H 146
 LB0954  PID         -  LB0954
 LB0954  STATE/COUNTY-  IN/CARROLL
 LB0954  USGS QUAD   -  BURROWS (1987)
 LB0954
 LB0954                         *CURRENT SURVEY CONTROL
 LB0954  ___________________________________________________________________
 LB0954* NAD 83(1986)-  40 38 36.     (N)    086 34 36.     (W)     SCALED    
 LB0954* NAVD 88     -       213.928  (meters)     701.86   (feet)  ADJUSTED  
 LB0954  ___________________________________________________________________
 LB0954  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 LB0954  DYNAMIC HT  -         213.826 (meters)     701.53  (feet)  COMP
 LB0954  MODELED GRAV-     980,143.1   (mgal)                       NAVD 88
 LB0954
 LB0954  VERT ORDER  -  SECOND    CLASS 0
 LB0954
 LB0954.The horizontal coordinates were scaled from a topographic map and have
 LB0954.an estimated accuracy of +/- 6 seconds.
 LB0954
 LB0954.The orthometric height was determined by differential leveling
 LB0954.and adjusted by the National Geodetic Survey in June 1991..
 LB0954
 LB0954.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0954.See file dsdata.txt to determine how the superseded data were derived.
 LB0954
 LB0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK357992(NAD 83)
 LB0954_MARKER: DB = BENCH MARK DISK
 LB0954_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0954_SP_SET: BUILDING
 LB0954_STAMPING: H 146 1946
 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 = OCTOBER  6, 2006
 LB1031 ***********************************************************************
 LB1031  DESIGNATION -  H 147
 LB1031  PID         -  LB1031
 LB1031  STATE/COUNTY-  IN/CARROLL
 LB1031  USGS QUAD   -  YEOMAN (1962)
 LB1031
 LB1031                         *CURRENT SURVEY CONTROL
 LB1031  ___________________________________________________________________
 LB1031* NAD 83(1986)-  40 43 06.     (N)    086 44 38.     (W)     SCALED    
 LB1031* NAVD 88     -       205.081  (meters)     672.84   (feet)  ADJUSTED  
 LB1031  ___________________________________________________________________
 LB1031  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 LB1031  DYNAMIC HT  -         204.985 (meters)     672.52  (feet)  COMP
 LB1031  MODELED GRAV-     980,152.7   (mgal)                       NAVD 88
 LB1031
 LB1031  VERT ORDER  -  SECOND    CLASS 0
 LB1031
 LB1031.The horizontal coordinates were scaled from a topographic map and have
 LB1031.an estimated accuracy of +/- 6 seconds.
 LB1031
 LB1031.The orthometric height was determined by differential leveling
 LB1031.and adjusted by the National Geodetic Survey in June 1991..
 LB1031
 LB1031.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1031.See file dsdata.txt to determine how the superseded data were derived.
 LB1031
 LB1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL216075(NAD 83)
 LB1031_MARKER: DB = BENCH MARK DISK
 LB1031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1031_SP_SET: CULVERT
 LB1031_STAMPING: H 147 1946
 LB1031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME1060 ***********************************************************************
 ME1060  DESIGNATION -  H 148
 ME1060  PID         -  ME1060
 ME1060  STATE/COUNTY-  IN/PORTER
 ME1060  USGS QUAD   -  PORTAGE (1992)
 ME1060
 ME1060                         *CURRENT SURVEY CONTROL
 ME1060  ___________________________________________________________________
 ME1060* NAD 83(1986)-  41 31 14.     (N)    087 10 20.     (W)     SCALED    
 ME1060* NAVD 88     -       205.750  (meters)     675.03   (feet)  ADJUSTED  
 ME1060  ___________________________________________________________________
 ME1060  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ME1060  DYNAMIC HT  -         205.671 (meters)     674.77  (feet)  COMP
 ME1060  MODELED GRAV-     980,233.4   (mgal)                       NAVD 88
 ME1060
 ME1060  VERT ORDER  -  FIRST     CLASS II
 ME1060
 ME1060.The horizontal coordinates were scaled from a topographic map and have
 ME1060.an estimated accuracy of +/- 6 seconds.
 ME1060
 ME1060.The orthometric height was determined by differential leveling
 ME1060.and adjusted by the National Geodetic Survey in April 1995..
 ME1060
 ME1060.The geoid height was determined by GEOID03.
 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     -   696,370.      892,580.      MT  (+/- 180 meters Scaled)
 ME1060
 ME1060                          SUPERSEDED SURVEY CONTROL
 ME1060
 ME1060  NAVD 88 (06/15/91)  205.743  (m)          675.01   (f) UNKNOWN     1 2
 ME1060  NGVD 29 (01/19/93)  205.849  (m)          675.36   (f) ADJUSTED    1 2
 ME1060
 ME1060.Superseded values are not recommended for survey control.
 ME1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1060.See file dsdata.txt to determine how the superseded data were derived.
 ME1060
 ME1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL856965(NAD 83)
 ME1060_MARKER: DB = BENCH MARK DISK
 ME1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1060_SP_SET: CONCRETE POST
 ME1060_STAMPING: H 148 1946
 ME1060_MARK LOGO: CGS   
 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 - September 06, 1992
 ME1060
 ME1060  HISTORY     - Date     Condition        Report By
 ME1060  HISTORY     - 1946     MONUMENTED       CGS
 ME1060  HISTORY     - 19920906 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0479 ***********************************************************************
 ME0479  DESIGNATION -  H 149
 ME0479  PID         -  ME0479
 ME0479  STATE/COUNTY-  IN/LA PORTE
 ME0479  USGS QUAD   -  WANATAH (1972)
 ME0479
 ME0479                         *CURRENT SURVEY CONTROL
 ME0479  ___________________________________________________________________
 ME0479* NAD 83(1986)-  41 29 30.     (N)    086 53 34.     (W)     SCALED    
 ME0479* NAVD 88     -       235.462  (meters)     772.51   (feet)  ADJUSTED  
 ME0479  ___________________________________________________________________
 ME0479  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME0479  DYNAMIC HT  -         235.368 (meters)     772.20  (feet)  COMP
 ME0479  MODELED GRAV-     980,218.2   (mgal)                       NAVD 88
 ME0479
 ME0479  VERT ORDER  -  SECOND    CLASS 0
 ME0479
 ME0479.The horizontal coordinates were scaled from a topographic map and have
 ME0479.an estimated accuracy of +/- 6 seconds.
 ME0479
 ME0479.The orthometric height was determined by differential leveling
 ME0479.and adjusted by the National Geodetic Survey in June 1991..
 ME0479
 ME0479.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0479.See file dsdata.txt to determine how the superseded data were derived.
 ME0479
 ME0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL089933(NAD 83)
 ME0479_MARKER: DB = BENCH MARK DISK
 ME0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0479_STAMPING: H 149 1946
 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 = OCTOBER  6, 2006
 MD0620 ***********************************************************************
 MD0620  DESIGNATION -  H 15
 MD0620  PID         -  MD0620
 MD0620  STATE/COUNTY-  IN/ALLEN
 MD0620  USGS QUAD   -  FORT WAYNE EAST (1981)
 MD0620
 MD0620                         *CURRENT SURVEY CONTROL
 MD0620  ___________________________________________________________________
 MD0620* NAD 83(1986)-  41 04 17.     (N)    085 01 08.     (W)     SCALED    
 MD0620* NAVD 88     -       231.037  (meters)     757.99   (feet)  ADJUSTED  
 MD0620  ___________________________________________________________________
 MD0620  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MD0620  DYNAMIC HT  -         230.943 (meters)     757.69  (feet)  COMP
 MD0620  MODELED GRAV-     980,213.1   (mgal)                       NAVD 88
 MD0620
 MD0620  VERT ORDER  -  FIRST     CLASS II
 MD0620
 MD0620.The horizontal coordinates were scaled from a topographic map and have
 MD0620.an estimated accuracy of +/- 6 seconds.
 MD0620
 MD0620.The orthometric height was determined by differential leveling
 MD0620.and adjusted by the National Geodetic Survey in June 1991..
 MD0620
 MD0620.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD0620
 MD0620  NGVD 29 (01/19/93)  231.196  (m)          758.52   (f) ADJUSTED    1 2
 MD0620
 MD0620.Superseded values are not recommended for survey control.
 MD0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0620.See file dsdata.txt to determine how the superseded data were derived.
 MD0620
 MD0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL664485(NAD 83)
 MD0620_MARKER: DB = BENCH MARK DISK
 MD0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0620_SP_SET: CONCRETE POST
 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             NGS
 MD0620  HISTORY     - 1968     GOOD             NGS
 MD0620  HISTORY     - 19921015 GOOD             NGS
 MD0620  HISTORY     - 20030308 GOOD             GEOCAC
 MD0620  HISTORY     - 20030510 GOOD             GEOCAC
 MD0620
 MD0620                          STATION DESCRIPTION
 MD0620
 MD0620'DESCRIBED BY NATIONAL 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 NATIONAL 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'CONSUMER GRADE GPSR GAVE THE FOLLOWING COORDINATES FOR THE MARK (HDD
 MD0620'MM.MMM FORMAT).
 MD0620'N41 4.304
 MD0620'W84 57.237
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0557 ***********************************************************************
 ME0557  DESIGNATION -  H 150
 ME0557  PID         -  ME0557
 ME0557  STATE/COUNTY-  IN/LA PORTE
 ME0557  USGS QUAD   -  HANNA (1958)
 ME0557
 ME0557                         *CURRENT SURVEY CONTROL
 ME0557  ___________________________________________________________________
 ME0557* NAD 83(1986)-  41 25 27.     (N)    086 51 48.     (W)     SCALED    
 ME0557* NAVD 88     -       222.730  (meters)     730.74   (feet)  ADJUSTED  
 ME0557  ___________________________________________________________________
 ME0557  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME0557  DYNAMIC HT  -         222.639 (meters)     730.44  (feet)  COMP
 ME0557  MODELED GRAV-     980,210.9   (mgal)                       NAVD 88
 ME0557
 ME0557  VERT ORDER  -  FIRST     CLASS I
 ME0557
 ME0557.The horizontal coordinates were scaled from a topographic map and have
 ME0557.an estimated accuracy of +/- 6 seconds.
 ME0557
 ME0557.The orthometric height was determined by differential leveling
 ME0557.and adjusted by the National Geodetic Survey in June 1991..
 ME0557.WARNING-Repeat measurements at this control monument indicate possible
 ME0557.vertical movement.
 ME0557
 ME0557.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0557
 ME0557  NGVD 29 (01/19/93)  222.827  (m)          731.06   (f) ADJUSTED    1 1
 ME0557
 ME0557.Superseded values are not recommended for survey control.
 ME0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0557.See file dsdata.txt to determine how the superseded data were derived.
 ME0557
 ME0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL114858(NAD 83)
 ME0557_MARKER: DB = BENCH MARK DISK
 ME0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0557_SP_SET: CONCRETE POST
 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             NGS
 ME0557  HISTORY     - 1988     GOOD             USPSQD
 ME0557  HISTORY     - 19920907 GOOD             NGS
 ME0557
 ME0557                          STATION DESCRIPTION
 ME0557
 ME0557'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0776 ***********************************************************************
 ME0776  DESIGNATION -  H 152
 ME0776  PID         -  ME0776
 ME0776  STATE/COUNTY-  IN/LA PORTE
 ME0776  USGS QUAD   -  LA PORTE WEST (1969)
 ME0776
 ME0776                         *CURRENT SURVEY CONTROL
 ME0776  ___________________________________________________________________
 ME0776* NAD 83(1986)-  41 34 20.     (N)    086 50 23.     (W)     SCALED    
 ME0776* NAVD 88     -       253.313  (meters)     831.08   (feet)  ADJUSTED  
 ME0776  ___________________________________________________________________
 ME0776  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME0776  DYNAMIC HT  -         253.214 (meters)     830.75  (feet)  COMP
 ME0776  MODELED GRAV-     980,228.0   (mgal)                       NAVD 88
 ME0776
 ME0776  VERT ORDER  -  SECOND    CLASS 0
 ME0776
 ME0776.The horizontal coordinates were scaled from a topographic map and have
 ME0776.an estimated accuracy of +/- 6 seconds.
 ME0776
 ME0776.The orthometric height was determined by differential leveling
 ME0776.and adjusted by the National Geodetic Survey in June 1991..
 ME0776
 ME0776.The geoid height was determined by GEOID03.
 ME0776
 ME0776.The dynamic height is computed by dividing the NAVD 88
 ME0776.geopotential number by the normal gravity value computed on the
 ME0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0776.degrees latitude (g = 980.6199 gals.).
 ME0776
 ME0776.The modeled gravity was interpolated from observed gravity values.
 ME0776
 ME0776;                    North         East    Units  Estimated Accuracy
 ME0776;SPC IN W     -   702,140.      920,320.      MT  (+/- 180 meters Scaled)
 ME0776
 ME0776                          SUPERSEDED SURVEY CONTROL
 ME0776
 ME0776  NGVD 29 (??/??/92)  253.408  (m)          831.39   (f) ADJ UNCH    2 0
 ME0776
 ME0776.Superseded values are not recommended for survey control.
 ME0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0776.See file dsdata.txt to determine how the superseded data were derived.
 ME0776
 ME0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM133022(NAD 83)
 ME0776_MARKER: DB = BENCH MARK DISK
 ME0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0776_STAMPING: H 152 1946
 ME0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0776+STABILITY: SURFACE MOTION
 ME0776
 ME0776  HISTORY     - Date     Condition        Report By
 ME0776  HISTORY     - 1946     MONUMENTED       CGS
 ME0776
 ME0776                          STATION DESCRIPTION
 ME0776
 ME0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0776'1.1 MI NE FROM PIN HOOK.
 ME0776'ABOUT 1.1 MILES NORTHEAST ALONG STATE HIGHWAY 2 FROM THE OLD
 ME0776'SCHOOL BUILDING AT PIN HOOK, LA PORTE COUNTY, AT THE JUNCTION
 ME0776'OF A SIDE ROAD LEADING SOUTHEAST, 96 FEET NORTH OF THE NORTH
 ME0776'CORNER OF THE A.F. DINWIDDIE RESIDENCE, 49 FEET SOUTHEAST OF THE
 ME0776'CENTER LINE OF THE HIGHWAY, 21 FEET NORTHEAST OF THE CENTER LINE
 ME0776'OF THE ROAD, 36 FEET NORTHEAST OF POWER POLE 555/230, 6.0 FEET
 ME0776'NORTHEAST OF A FENCE CORNER, 1.0 FOOT NORTHWEST OF THE
 ME0776'RIGHT-OF-WAY FENCE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 ME0776'POST, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A BRONZE DISK,
 ME0776'STAMPED H 152 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0776'ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0482 ***********************************************************************
 ME0482  DESIGNATION -  H 153
 ME0482  PID         -  ME0482
 ME0482  STATE/COUNTY-  IN/LA PORTE
 ME0482  USGS QUAD   -  HANNA (1958)
 ME0482
 ME0482                         *CURRENT SURVEY CONTROL
 ME0482  ___________________________________________________________________
 ME0482* NAD 83(1986)-  41 29 30.     (N)    086 51 17.     (W)     SCALED    
 ME0482* NAVD 88     -       234.168  (meters)     768.27   (feet)  ADJUSTED  
 ME0482  ___________________________________________________________________
 ME0482  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 ME0482  DYNAMIC HT  -         234.075 (meters)     767.96  (feet)  COMP
 ME0482  MODELED GRAV-     980,217.7   (mgal)                       NAVD 88
 ME0482
 ME0482  VERT ORDER  -  SECOND    CLASS 0
 ME0482
 ME0482.The horizontal coordinates were scaled from a topographic map and have
 ME0482.an estimated accuracy of +/- 6 seconds.
 ME0482
 ME0482.The orthometric height was determined by differential leveling
 ME0482.and adjusted by the National Geodetic Survey in June 1991..
 ME0482
 ME0482.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0482.See file dsdata.txt to determine how the superseded data were derived.
 ME0482
 ME0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL121933(NAD 83)
 ME0482_MARKER: DB = BENCH MARK DISK
 ME0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0482_STAMPING: H 153 1946
 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 = OCTOBER  6, 2006
 ME0796 ***********************************************************************
 ME0796  DESIGNATION -  H 154
 ME0796  PID         -  ME0796
 ME0796  STATE/COUNTY-  IN/LA PORTE
 ME0796  USGS QUAD   -  STILLWELL (1977)
 ME0796
 ME0796                         *CURRENT SURVEY CONTROL
 ME0796  ___________________________________________________________________
 ME0796* NAD 83(1986)-  41 31 37.     (N)    086 36 56.     (W)     SCALED    
 ME0796* NAVD 88     -       221.864  (meters)     727.90   (feet)  ADJUSTED  
 ME0796  ___________________________________________________________________
 ME0796  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0796  DYNAMIC HT  -         221.777 (meters)     727.61  (feet)  COMP
 ME0796  MODELED GRAV-     980,223.7   (mgal)                       NAVD 88
 ME0796
 ME0796  VERT ORDER  -  SECOND    CLASS 0
 ME0796
 ME0796.The horizontal coordinates were scaled from a topographic map and have
 ME0796.an estimated accuracy of +/- 6 seconds.
 ME0796
 ME0796.The orthometric height was determined by differential leveling
 ME0796.and adjusted by the National Geodetic Survey in June 1991..
 ME0796
 ME0796.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0796.See file dsdata.txt to determine how the superseded data were derived.
 ME0796
 ME0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL320973(NAD 83)
 ME0796_MARKER: DB = BENCH MARK DISK
 ME0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0796_STAMPING: H 154 1946
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1958
 ME0796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0048 ***********************************************************************
 ME0048  DESIGNATION -  H 155
 ME0048  PID         -  ME0048
 ME0048  STATE/COUNTY-  IN/ST JOSEPH
 ME0048  USGS QUAD   -  LYDICK (1969)
 ME0048
 ME0048                         *CURRENT SURVEY CONTROL
 ME0048  ___________________________________________________________________
 ME0048* NAD 83(1986)-  41 40 17.     (N)    086 28 54.     (W)     SCALED    
 ME0048* NAVD 88     -       223.493  (meters)     733.24   (feet)  ADJUSTED  
 ME0048  ___________________________________________________________________
 ME0048  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0048  DYNAMIC HT  -         223.407 (meters)     732.96  (feet)  COMP
 ME0048  MODELED GRAV-     980,231.9   (mgal)                       NAVD 88
 ME0048
 ME0048  VERT ORDER  -  SECOND    CLASS 0
 ME0048
 ME0048.The horizontal coordinates were scaled from a topographic map and have
 ME0048.an estimated accuracy of +/- 6 seconds.
 ME0048
 ME0048.The orthometric height was determined by differential leveling
 ME0048.and adjusted by the National Geodetic Survey in June 1991..
 ME0048
 ME0048.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0048.See file dsdata.txt to determine how the superseded data were derived.
 ME0048
 ME0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM431134(NAD 83)
 ME0048_MARKER: DB = BENCH MARK DISK
 ME0048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0048_SP_SET: CULVERT
 ME0048_STAMPING: H 155 1946
 ME0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME2088 ***********************************************************************
 ME2088  DESIGNATION -  H 155 RESET 1980
 ME2088  PID         -  ME2088
 ME2088  STATE/COUNTY-  IN/ST JOSEPH
 ME2088  USGS QUAD   -  LYDICK (1969)
 ME2088
 ME2088                         *CURRENT SURVEY CONTROL
 ME2088  ___________________________________________________________________
 ME2088* NAD 83(1986)-  41 40 17.     (N)    086 28 54.     (W)     SCALED    
 ME2088* NAVD 88     -       223.28   (meters)     732.5    (feet)  RESET     
 ME2088  ___________________________________________________________________
 ME2088  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME2088
 ME2088  VERT ORDER  -  THIRD
 ME2088
 ME2088.The horizontal coordinates were scaled from a topographic map and have
 ME2088.an estimated accuracy of +/- 6 seconds.
 ME2088
 ME2088.The orthometric height was computed from unverified reset data.
 ME2088
 ME2088.The geoid height was determined by GEOID03.
 ME2088
 ME2088;                    North         East    Units  Estimated Accuracy
 ME2088;SPC IN E     -   713,440.       32,130.      MT  (+/- 180 meters Scaled)
 ME2088
 ME2088                          SUPERSEDED SURVEY CONTROL
 ME2088
 ME2088  NGVD 29 (04/16/04)  223.39   (m)          732.9    (f) RESET       3  
 ME2088
 ME2088.Superseded values are not recommended for survey control.
 ME2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2088.See file dsdata.txt to determine how the superseded data were derived.
 ME2088
 ME2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM431134(NAD 83)
 ME2088_MARKER: DB = BENCH MARK DISK
 ME2088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2088_STAMPING: H 155 RESET 1980
 ME2088_PROJECTION: FLUSH
 ME2088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2088+STABILITY: SURFACE MOTION
 ME2088
 ME2088  HISTORY     - Date     Condition        Report By
 ME2088  HISTORY     - 1980     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1391 ***********************************************************************
 ME1391  DESIGNATION -  H 156
 ME1391  PID         -  ME1391
 ME1391  STATE/COUNTY-  IN/JASPER
 ME1391  USGS QUAD   -  WHEATFIELD (1992)
 ME1391
 ME1391                         *CURRENT SURVEY CONTROL
 ME1391  ___________________________________________________________________
 ME1391* NAD 83(1986)-  41 07 45.     (N)    087 02 45.     (W)     SCALED    
 ME1391* NAVD 88     -       209.958  (meters)     688.84   (feet)  ADJUSTED  
 ME1391  ___________________________________________________________________
 ME1391  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 ME1391  DYNAMIC HT  -         209.868 (meters)     688.54  (feet)  COMP
 ME1391  MODELED GRAV-     980,191.5   (mgal)                       NAVD 88
 ME1391
 ME1391  VERT ORDER  -  SECOND    CLASS 0
 ME1391
 ME1391.The horizontal coordinates were scaled from a topographic map and have
 ME1391.an estimated accuracy of +/- 6 seconds.
 ME1391
 ME1391.The orthometric height was determined by differential leveling
 ME1391.and adjusted by the National Geodetic Survey in June 1991..
 ME1391
 ME1391.The geoid height was determined by GEOID03.
 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     -   652,900.      903,150.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1391.See file dsdata.txt to determine how the superseded data were derived.
 ME1391
 ME1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL961530(NAD 83)
 ME1391_MARKER: DB = BENCH MARK DISK
 ME1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1391_STAMPING: H 156 1946
 ME1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1391+STABILITY: SURFACE MOTION
 ME1391
 ME1391  HISTORY     - Date     Condition        Report By
 ME1391  HISTORY     - 1946     MONUMENTED       CGS
 ME1391  HISTORY     - 1968     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1968
 ME1391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1414 ***********************************************************************
 ME1414  DESIGNATION -  H 157
 ME1414  PID         -  ME1414
 ME1414  STATE/COUNTY-  IN/JASPER
 ME1414  USGS QUAD   -  FAIR OAKS (1980)
 ME1414
 ME1414                         *CURRENT SURVEY CONTROL
 ME1414  ___________________________________________________________________
 ME1414* NAD 83(1986)-  41 00 46.     (N)    087 15 25.     (W)     SCALED    
 ME1414* NAVD 88     -       211.947  (meters)     695.36   (feet)  ADJUSTED  
 ME1414  ___________________________________________________________________
 ME1414  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 ME1414  DYNAMIC HT  -         211.856 (meters)     695.06  (feet)  COMP
 ME1414  MODELED GRAV-     980,189.2   (mgal)                       NAVD 88
 ME1414
 ME1414  VERT ORDER  -  SECOND    CLASS 0
 ME1414
 ME1414.The horizontal coordinates were scaled from a topographic map and have
 ME1414.an estimated accuracy of +/- 6 seconds.
 ME1414
 ME1414.The orthometric height was determined by differential leveling
 ME1414.and adjusted by the National Geodetic Survey in June 1991..
 ME1414
 ME1414.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1414.See file dsdata.txt to determine how the superseded data were derived.
 ME1414
 ME1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL783402(NAD 83)
 ME1414_MARKER: DB = BENCH MARK DISK
 ME1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1414_STAMPING: H 157 1946
 ME1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1414+STABILITY: SURFACE MOTION
 ME1414
 ME1414  HISTORY     - Date     Condition        Report By
 ME1414  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1221 ***********************************************************************
 MD1221  DESIGNATION -  H 158
 MD1221  PID         -  MD1221
 MD1221  STATE/COUNTY-  IN/KOSCIUSKO
 MD1221  USGS QUAD   -  LEESBURG (1992)
 MD1221
 MD1221                         *CURRENT SURVEY CONTROL
 MD1221  ___________________________________________________________________
 MD1221* NAD 83(1986)-  41 19 14.     (N)    085 47 26.     (W)     SCALED    
 MD1221* NAVD 88     -       257.131  (meters)     843.60   (feet)  ADJUSTED  
 MD1221  ___________________________________________________________________
 MD1221  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 MD1221  DYNAMIC HT  -         257.024 (meters)     843.25  (feet)  COMP
 MD1221  MODELED GRAV-     980,202.4   (mgal)                       NAVD 88
 MD1221
 MD1221  VERT ORDER  -  SECOND    CLASS 0
 MD1221
 MD1221.The horizontal coordinates were scaled from a topographic map and have
 MD1221.an estimated accuracy of +/- 6 seconds.
 MD1221
 MD1221.The orthometric height was determined by differential leveling
 MD1221.and adjusted by the National Geodetic Survey in June 1991..
 MD1221
 MD1221.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1221.See file dsdata.txt to determine how the superseded data were derived.
 MD1221
 MD1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL012750(NAD 83)
 MD1221_MARKER: DR = REFERENCE MARK DISK
 MD1221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1221_SP_SET: ABUTMENT
 MD1221_STAMPING: H 158 1946
 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 = OCTOBER  6, 2006
 MD1143 ***********************************************************************
 MD1143  DESIGNATION -  H 159
 MD1143  PID         -  MD1143
 MD1143  STATE/COUNTY-  IN/KOSCIUSKO
 MD1143  USGS QUAD   -  LAKE WAWASEE (1994)
 MD1143
 MD1143                         *CURRENT SURVEY CONTROL
 MD1143  ___________________________________________________________________
 MD1143* NAD 83(1986)-  41 25 13.     (N)    085 41 42.     (W)     SCALED    
 MD1143* NAVD 88     -       268.035  (meters)     879.38   (feet)  ADJUSTED  
 MD1143  ___________________________________________________________________
 MD1143  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 MD1143  DYNAMIC HT  -         267.924 (meters)     879.01  (feet)  COMP
 MD1143  MODELED GRAV-     980,204.2   (mgal)                       NAVD 88
 MD1143
 MD1143  VERT ORDER  -  SECOND    CLASS 0
 MD1143
 MD1143.The horizontal coordinates were scaled from a topographic map and have
 MD1143.an estimated accuracy of +/- 6 seconds.
 MD1143
 MD1143.The orthometric height was determined by differential leveling
 MD1143.and adjusted by the National Geodetic Survey in June 1991..
 MD1143
 MD1143.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1143.See file dsdata.txt to determine how the superseded data were derived.
 MD1143
 MD1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL090862(NAD 83)
 MD1143_MARKER: DB = BENCH MARK DISK
 MD1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1143_STAMPING: H 159 1946
 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 = OCTOBER  6, 2006
 LB1237 ***********************************************************************
 LB1237  DESIGNATION -  H 16 RESET 1939
 LB1237  PID         -  LB1237
 LB1237  STATE/COUNTY-  IN/BENTON
 LB1237  USGS QUAD   -  BOSWELL (1980)
 LB1237
 LB1237                         *CURRENT SURVEY CONTROL
 LB1237  ___________________________________________________________________
 LB1237* NAD 83(1986)-  40 37 16.     (N)    087 27 25.     (W)     SCALED    
 LB1237* NAVD 88     -       224.458  (meters)     736.41   (feet)  ADJUSTED  
 LB1237  ___________________________________________________________________
 LB1237  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 LB1237  DYNAMIC HT  -         224.351 (meters)     736.06  (feet)  COMP
 LB1237  MODELED GRAV-     980,142.7   (mgal)                       NAVD 88
 LB1237
 LB1237  VERT ORDER  -  SECOND    CLASS 0
 LB1237
 LB1237.The horizontal coordinates were scaled from a topographic map and have
 LB1237.an estimated accuracy of +/- 6 seconds.
 LB1237
 LB1237.The orthometric height was determined by differential leveling
 LB1237.and adjusted by the National Geodetic Survey in June 1991..
 LB1237
 LB1237.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1237.See file dsdata.txt to determine how the superseded data were derived.
 LB1237
 LB1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK613967(NAD 83)
 LB1237_MARKER: DB = BENCH MARK DISK
 LB1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1237_STAMPING: H 16 RESET 1939
 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             NGS
 LB1237
 LB1237                          STATION DESCRIPTION
 LB1237
 LB1237'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1169 ***********************************************************************
 MD1169  DESIGNATION -  H 161
 MD1169  PID         -  MD1169
 MD1169  STATE/COUNTY-  IN/NOBLE
 MD1169  USGS QUAD   -  LIGONIER (1979)
 MD1169
 MD1169                         *CURRENT SURVEY CONTROL
 MD1169  ___________________________________________________________________
 MD1169* NAD 83(1986)-  41 23 32.     (N)    085 32 53.     (W)     SCALED    
 MD1169* NAVD 88     -       278.543  (meters)     913.85   (feet)  ADJUSTED  
 MD1169  ___________________________________________________________________
 MD1169  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 MD1169  DYNAMIC HT  -         278.427 (meters)     913.47  (feet)  COMP
 MD1169  MODELED GRAV-     980,198.9   (mgal)                       NAVD 88
 MD1169
 MD1169  VERT ORDER  -  SECOND    CLASS 0
 MD1169
 MD1169.The horizontal coordinates were scaled from a topographic map and have
 MD1169.an estimated accuracy of +/- 6 seconds.
 MD1169
 MD1169.The orthometric height was determined by differential leveling
 MD1169.and adjusted by the National Geodetic Survey in June 1991..
 MD1169
 MD1169.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1169.See file dsdata.txt to determine how the superseded data were derived.
 MD1169
 MD1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL213833(NAD 83)
 MD1169_MARKER: DB = BENCH MARK DISK
 MD1169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1169_SP_SET: CULVERT
 MD1169_STAMPING: H 161 1946
 MD1169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1169
 MD1169  HISTORY     - Date     Condition        Report By
 MD1169  HISTORY     - 1946     MONUMENTED       CGS
 MD1169  HISTORY     - 1961     GOOD             NGS
 MD1169
 MD1169                          STATION DESCRIPTION
 MD1169
 MD1169'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0924 ***********************************************************************
 MD0924  DESIGNATION -  H 162
 MD0924  PID         -  MD0924
 MD0924  STATE/COUNTY-  IN/NOBLE
 MD0924  USGS QUAD   -  ALBION (1973)
 MD0924
 MD0924                         *CURRENT SURVEY CONTROL
 MD0924  ___________________________________________________________________
 MD0924* NAD 83(1986)-  41 23 45.     (N)    085 25 30.     (W)     SCALED    
 MD0924* NAVD 88     -       293.322  (meters)     962.34   (feet)  ADJUSTED  
 MD0924  ___________________________________________________________________
 MD0924  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 MD0924  DYNAMIC HT  -         293.202 (meters)     961.95  (feet)  COMP
 MD0924  MODELED GRAV-     980,207.3   (mgal)                       NAVD 88
 MD0924
 MD0924  VERT ORDER  -  SECOND    CLASS 0
 MD0924
 MD0924.The horizontal coordinates were scaled from a topographic map and have
 MD0924.an estimated accuracy of +/- 6 seconds.
 MD0924
 MD0924.The orthometric height was determined by differential leveling
 MD0924.and adjusted by the National Geodetic Survey in June 1991..
 MD0924
 MD0924.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0924.See file dsdata.txt to determine how the superseded data were derived.
 MD0924
 MD0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL316838(NAD 83)
 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             NGS
 MD0924  HISTORY     - 19910910 MARK NOT FOUND   LOCENG
 MD0924
 MD0924                          STATION DESCRIPTION
 MD0924
 MD0924'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0876 ***********************************************************************
 MD0876  DESIGNATION -  H 163
 MD0876  PID         -  MD0876
 MD0876  STATE/COUNTY-  IN/NOBLE
 MD0876  USGS QUAD   -  EGE (1965)
 MD0876
 MD0876                         *CURRENT SURVEY CONTROL
 MD0876  ___________________________________________________________________
 MD0876* NAD 83(1997)-  41 21 47.36515(N)    085 16 10.86484(W)     ADJUSTED  
 MD0876* NAVD 88     -       311.469  (meters)    1021.88   (feet)  ADJUSTED  
 MD0876  ___________________________________________________________________
 MD0876  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 MD0876  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MD0876  DYNAMIC HT  -         311.345 (meters)    1021.47  (feet)  COMP
 MD0876  MODELED GRAV-     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
 MD0876.and adjusted by the National Geodetic Survey in June 1991..
 MD0876
 MD0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0876
 MD0876.The geoid height was determined by GEOID03.
 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;                    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     -   0.99995632  x   0.99998024  =   0.99993656
 MD0876!UTM  16      -   0.99995632  x   0.99985777  =   0.99981410
 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
 MD0876.Superseded values are not recommended for survey control.
 MD0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0876.See file dsdata.txt to determine how the superseded data were derived.
 MD0876
 MD0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4472380517(NAD 83)
 MD0876_MARKER: DB = BENCH MARK DISK
 MD0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0876_STAMPING: H 163 1946
 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             NGS
 MD0876  HISTORY     - 1963     SEE DESCRIPTION  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 NATIONAL 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 = OCTOBER  6, 2006
 MD1229 ***********************************************************************
 MD1229  DESIGNATION -  H 164
 MD1229  PID         -  MD1229
 MD1229  STATE/COUNTY-  IN/NOBLE
 MD1229  USGS QUAD   -  NORTH WEBSTER (1994)
 MD1229
 MD1229                         *CURRENT SURVEY CONTROL
 MD1229  ___________________________________________________________________
 MD1229* NAD 83(1986)-  41 18 08.     (N)    085 37 59.     (W)     SCALED    
 MD1229* NAVD 88     -       275.741  (meters)     904.66   (feet)  ADJUSTED  
 MD1229  ___________________________________________________________________
 MD1229  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 MD1229  DYNAMIC HT  -         275.627 (meters)     904.29  (feet)  COMP
 MD1229  MODELED GRAV-     980,200.5   (mgal)                       NAVD 88
 MD1229
 MD1229  VERT ORDER  -  SECOND    CLASS 0
 MD1229
 MD1229.The horizontal coordinates were scaled from a topographic map and have
 MD1229.an estimated accuracy of +/- 6 seconds.
 MD1229
 MD1229.The orthometric height was determined by differential leveling
 MD1229.and adjusted by the National Geodetic Survey in June 1991..
 MD1229
 MD1229.The geoid height was determined by GEOID03.
 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     -   672,120.      102,820.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1229.See file dsdata.txt to determine how the superseded data were derived.
 MD1229
 MD1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL144732(NAD 83)
 MD1229_MARKER: DB = BENCH MARK DISK
 MD1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1229_STAMPING: H 164 1946
 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             NGS
 MD1229
 MD1229                          STATION DESCRIPTION
 MD1229
 MD1229'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0947 ***********************************************************************
 MD0947  DESIGNATION -  H 165
 MD0947  PID         -  MD0947
 MD0947  STATE/COUNTY-  IN/WHITLEY
 MD0947  USGS QUAD   -  CHURUBUSCO (1965)
 MD0947
 MD0947                         *CURRENT SURVEY CONTROL
 MD0947  ___________________________________________________________________
 MD0947* NAD 83(1986)-  41 14 39.     (N)    085 20 02.     (W)     SCALED    
 MD0947* NAVD 88     -       272.575  (meters)     894.27   (feet)  ADJUSTED  
 MD0947  ___________________________________________________________________
 MD0947  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MD0947  DYNAMIC HT  -         272.472 (meters)     893.94  (feet)  COMP
 MD0947  MODELED GRAV-     980,238.8   (mgal)                       NAVD 88
 MD0947
 MD0947  VERT ORDER  -  SECOND    CLASS 0
 MD0947
 MD0947.The horizontal coordinates were scaled from a topographic map and have
 MD0947.an estimated accuracy of +/- 6 seconds.
 MD0947
 MD0947.The orthometric height was determined by differential leveling
 MD0947.and adjusted by the National Geodetic Survey in June 1991..
 MD0947
 MD0947.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0947.See file dsdata.txt to determine how the superseded data were derived.
 MD0947
 MD0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL396672(NAD 83)
 MD0947_MARKER: DB = BENCH MARK DISK
 MD0947_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0947_SP_SET: CULVERT
 MD0947_STAMPING: H 165 1946
 MD0947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0947
 MD0947  HISTORY     - Date     Condition        Report By
 MD0947  HISTORY     - 1946     MONUMENTED       CGS
 MD0947  HISTORY     - 1961     GOOD             NGS
 MD0947  HISTORY     - 1968     GOOD             NGS
 MD0947
 MD0947                          STATION DESCRIPTION
 MD0947
 MD0947'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1968
 MD0947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0031 ***********************************************************************
 ME0031  DESIGNATION -  H 167
 ME0031  PID         -  ME0031
 ME0031  STATE/COUNTY-  IN/ST JOSEPH
 ME0031  USGS QUAD   -  LAKEVILLE (1980)
 ME0031
 ME0031                         *CURRENT SURVEY CONTROL
 ME0031  ___________________________________________________________________
 ME0031* NAD 83(1986)-  41 32 50.     (N)    086 16 10.     (W)     SCALED    
 ME0031* NAVD 88     -       260.728  (meters)     855.41   (feet)  ADJUSTED  
 ME0031  ___________________________________________________________________
 ME0031  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 ME0031  DYNAMIC HT  -         260.621 (meters)     855.05  (feet)  COMP
 ME0031  MODELED GRAV-     980,209.0   (mgal)                       NAVD 88
 ME0031
 ME0031  VERT ORDER  -  SECOND    CLASS 0
 ME0031
 ME0031.The horizontal coordinates were scaled from a topographic map and have
 ME0031.an estimated accuracy of +/- 6 seconds.
 ME0031
 ME0031.The orthometric height was determined by differential leveling
 ME0031.and adjusted by the National Geodetic Survey in June 1991..
 ME0031
 ME0031.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0031.See file dsdata.txt to determine how the superseded data were derived.
 ME0031
 ME0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL609997(NAD 83)
 ME0031_MARKER: DB = BENCH MARK DISK
 ME0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0031_STAMPING: H 167 1946
 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 = OCTOBER  6, 2006
 ME0007 ***********************************************************************
 ME0007  DESIGNATION -  H 168
 ME0007  PID         -  ME0007
 ME0007  STATE/COUNTY-  IN/ST JOSEPH
 ME0007  USGS QUAD   -  WAKARUSA (1994)
 ME0007
 ME0007                         *CURRENT SURVEY CONTROL
 ME0007  ___________________________________________________________________
 ME0007* NAD 83(1986)-  41 33 00.     (N)    086 07 06.     (W)     SCALED    
 ME0007* NAVD 88     -       256.882  (meters)     842.79   (feet)  ADJUSTED  
 ME0007  ___________________________________________________________________
 ME0007  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0007  DYNAMIC HT  -         256.776 (meters)     842.44  (feet)  COMP
 ME0007  MODELED GRAV-     980,203.9   (mgal)                       NAVD 88
 ME0007
 ME0007  VERT ORDER  -  SECOND    CLASS 0
 ME0007
 ME0007.The horizontal coordinates were scaled from a topographic map and have
 ME0007.an estimated accuracy of +/- 6 seconds.
 ME0007
 ME0007.The orthometric height was determined by differential leveling
 ME0007.and adjusted by the National Geodetic Survey in June 1991..
 ME0007
 ME0007.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0007.See file dsdata.txt to determine how the superseded data were derived.
 ME0007
 ME0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM735001(NAD 83)
 ME0007_MARKER: DB = BENCH MARK DISK
 ME0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0007_STAMPING: H 168 1946
 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 = OCTOBER  6, 2006
 ME0151 ***********************************************************************
 ME0151  DESIGNATION -  H 169
 ME0151  PID         -  ME0151
 ME0151  STATE/COUNTY-  IN/MARSHALL
 ME0151  USGS QUAD   -  BOURBON (1994)
 ME0151
 ME0151                         *CURRENT SURVEY CONTROL
 ME0151  ___________________________________________________________________
 ME0151* NAD 83(1986)-  41 18 35.     (N)    086 07 00.     (W)     SCALED    
 ME0151* NAVD 88     -       259.618  (meters)     851.76   (feet)  ADJUSTED  
 ME0151  ___________________________________________________________________
 ME0151  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 ME0151  DYNAMIC HT  -         259.510 (meters)     851.41  (feet)  COMP
 ME0151  MODELED GRAV-     980,201.3   (mgal)                       NAVD 88
 ME0151
 ME0151  VERT ORDER  -  SECOND    CLASS 0
 ME0151
 ME0151.The horizontal coordinates were scaled from a topographic map and have
 ME0151.an estimated accuracy of +/- 6 seconds.
 ME0151
 ME0151.The orthometric height was determined by differential leveling
 ME0151.and adjusted by the National Geodetic Survey in June 1991..
 ME0151
 ME0151.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0151.See file dsdata.txt to determine how the superseded data were derived.
 ME0151
 ME0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL739735(NAD 83)
 ME0151_MARKER: DB = BENCH MARK DISK
 ME0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0151_STAMPING: H 169 1946
 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 = OCTOBER  6, 2006
 ME1130 ***********************************************************************
 ME1130  DESIGNATION -  H 17
 ME1130  PID         -  ME1130
 ME1130  STATE/COUNTY-  IN/LAKE
 ME1130  USGS QUAD   -  SCHNEIDER (1992)
 ME1130
 ME1130                         *CURRENT SURVEY CONTROL
 ME1130  ___________________________________________________________________
 ME1130* NAD 83(1986)-  41 11 18.     (N)    087 26 51.     (W)     SCALED    
 ME1130* NAVD 88     -       193.827  (meters)     635.91   (feet)  ADJUSTED  
 ME1130  ___________________________________________________________________
 ME1130  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 ME1130  DYNAMIC HT  -         193.745 (meters)     635.65  (feet)  COMP
 ME1130  MODELED GRAV-     980,199.2   (mgal)                       NAVD 88
 ME1130
 ME1130  VERT ORDER  -  FIRST     CLASS II
 ME1130
 ME1130.The horizontal coordinates were scaled from a topographic map and have
 ME1130.an estimated accuracy of +/- 6 seconds.
 ME1130
 ME1130.The orthometric height was determined by differential leveling
 ME1130.and adjusted by the National Geodetic Survey in June 1991..
 ME1130.WARNING-Repeat measurements at this control monument indicate possible
 ME1130.vertical movement.
 ME1130
 ME1130.The geoid height was determined by GEOID03.
 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     -   659,540.      869,450.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1130.See file dsdata.txt to determine how the superseded data were derived.
 ME1130
 ME1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL624597(NAD 83)
 ME1130_MARKER: DB = BENCH MARK DISK
 ME1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1130_STAMPING: H 17 1934
 ME1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1130+STABILITY: SURFACE MOTION
 ME1130
 ME1130  HISTORY     - Date     Condition        Report By
 ME1130  HISTORY     - 1934     MONUMENTED       CGS
 ME1130  HISTORY     - 1954     GOOD             NGS
 ME1130
 ME1130                          STATION DESCRIPTION
 ME1130
 ME1130'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0139 ***********************************************************************
 ME0139  DESIGNATION -  H 170
 ME0139  PID         -  ME0139
 ME0139  STATE/COUNTY-  IN/ELKHART
 ME0139  USGS QUAD   -  WAKARUSA (1994)
 ME0139
 ME0139                         *CURRENT SURVEY CONTROL
 ME0139  ___________________________________________________________________
 ME0139* NAD 83(1986)-  41 37 27.     (N)    086 00 08.     (W)     SCALED    
 ME0139* NAVD 88     -       240.206  (meters)     788.08   (feet)  ADJUSTED  
 ME0139  ___________________________________________________________________
 ME0139  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 ME0139  DYNAMIC HT  -         240.110 (meters)     787.76  (feet)  COMP
 ME0139  MODELED GRAV-     980,217.5   (mgal)                       NAVD 88
 ME0139
 ME0139  VERT ORDER  -  SECOND    CLASS 0
 ME0139
 ME0139.The horizontal coordinates were scaled from a topographic map and have
 ME0139.an estimated accuracy of +/- 6 seconds.
 ME0139
 ME0139.The orthometric height was determined by differential leveling
 ME0139.and adjusted by the National Geodetic Survey in June 1991..
 ME0139
 ME0139.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0139.See file dsdata.txt to determine how the superseded data were derived.
 ME0139
 ME0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM831085(NAD 83)
 ME0139_MARKER: DB = BENCH MARK DISK
 ME0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0139_SP_SET: CULVERT
 ME0139_STAMPING: H-170 1946
 ME0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0139
 ME0139  HISTORY     - Date     Condition        Report By
 ME0139  HISTORY     - 1946     MONUMENTED       CGS
 ME0139  HISTORY     - 1968     GOOD             NGS
 ME0139  HISTORY     - 1974     GOOD             NGS
 ME0139  HISTORY     - 1978     GOOD             LOCSUR
 ME0139  HISTORY     - 1987     GOOD             USPSQD
 ME0139
 ME0139                          STATION DESCRIPTION
 ME0139
 ME0139'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0417 ***********************************************************************
 ME0417  DESIGNATION -  H 171
 ME0417  PID         -  ME0417
 ME0417  STATE/COUNTY-  IN/ELKHART
 ME0417  USGS QUAD   -  NAPPANEE WEST (1991)
 ME0417
 ME0417                         *CURRENT SURVEY CONTROL
 ME0417  ___________________________________________________________________
 ME0417* NAD 83(1986)-  41 28 53.     (N)    086 00 06.     (W)     SCALED    
 ME0417* NAVD 88     -       262.525  (meters)     861.30   (feet)  ADJUSTED  
 ME0417  ___________________________________________________________________
 ME0417  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 ME0417  DYNAMIC HT  -         262.417 (meters)     860.95  (feet)  COMP
 ME0417  MODELED GRAV-     980,206.6   (mgal)                       NAVD 88
 ME0417
 ME0417  VERT ORDER  -  SECOND    CLASS 0
 ME0417
 ME0417.The horizontal coordinates were scaled from a topographic map and have
 ME0417.an estimated accuracy of +/- 6 seconds.
 ME0417
 ME0417.The orthometric height was determined by differential leveling
 ME0417.and adjusted by the National Geodetic Survey in June 1991..
 ME0417
 ME0417.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0417.See file dsdata.txt to determine how the superseded data were derived.
 ME0417
 ME0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL833926(NAD 83)
 ME0417_MARKER: DB = BENCH MARK DISK
 ME0417_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0417_SP_SET: BRIDGE
 ME0417_STAMPING: H 171 1946
 ME0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0417
 ME0417  HISTORY     - Date     Condition        Report By
 ME0417  HISTORY     - 1946     MONUMENTED       CGS
 ME0417  HISTORY     - 1968     GOOD             NGS
 ME0417  HISTORY     - 19950914 GOOD             USPSQD
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1205 ***********************************************************************
 MD1205  DESIGNATION -  H 172
 MD1205  PID         -  MD1205
 MD1205  STATE/COUNTY-  IN/KOSCIUSKO
 MD1205  USGS QUAD   -  ATWOOD (1994)
 MD1205
 MD1205                         *CURRENT SURVEY CONTROL
 MD1205  ___________________________________________________________________
 MD1205* NAD 83(1986)-  41 21 42.     (N)    085 53 40.     (W)     SCALED    
 MD1205* NAVD 88     -       258.856  (meters)     849.26   (feet)  ADJUSTED  
 MD1205  ___________________________________________________________________
 MD1205  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MD1205  DYNAMIC HT  -         258.752 (meters)     848.92  (feet)  COMP
 MD1205  MODELED GRAV-     980,216.2   (mgal)                       NAVD 88
 MD1205
 MD1205  VERT ORDER  -  SECOND    CLASS 0
 MD1205
 MD1205.The horizontal coordinates were scaled from a topographic map and have
 MD1205.an estimated accuracy of +/- 6 seconds.
 MD1205
 MD1205.The orthometric height was determined by differential leveling
 MD1205.and adjusted by the National Geodetic Survey in June 1991..
 MD1205
 MD1205.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1205.See file dsdata.txt to determine how the superseded data were derived.
 MD1205
 MD1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL924794(NAD 83)
 MD1205_MARKER: DB = BENCH MARK DISK
 MD1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1205_STAMPING: H 172 1946
 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 = OCTOBER  6, 2006
 LA1846 ***********************************************************************
 LA1846  DESIGNATION -  H 173
 LA1846  PID         -  LA1846
 LA1846  STATE/COUNTY-  IN/GRANT
 LA1846  USGS QUAD   -  SOMERSET (1994)
 LA1846
 LA1846                         *CURRENT SURVEY CONTROL
 LA1846  ___________________________________________________________________
 LA1846* NAD 83(1986)-  40 39 07.     (N)    085 49 37.     (W)     SCALED    
 LA1846* NAVD 88     -       247.448  (meters)     811.84   (feet)  ADJUSTED  
 LA1846  ___________________________________________________________________
 LA1846  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 LA1846  DYNAMIC HT  -         247.324 (meters)     811.43  (feet)  COMP
 LA1846  MODELED GRAV-     980,121.5   (mgal)                       NAVD 88
 LA1846
 LA1846  VERT ORDER  -  SECOND    CLASS 0
 LA1846
 LA1846.The horizontal coordinates were scaled from a topographic map and have
 LA1846.an estimated accuracy of +/- 6 seconds.
 LA1846
 LA1846.The orthometric height was determined by differential leveling
 LA1846.and adjusted by the National Geodetic Survey in June 1991..
 LA1846
 LA1846.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1846.See file dsdata.txt to determine how the superseded data were derived.
 LA1846
 LA1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL991007(NAD 83)
 LA1846_MARKER: DB = BENCH MARK DISK
 LA1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1846_STAMPING: H 173 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1962
 LA1846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1621 ***********************************************************************
 LA1621  DESIGNATION -  H 174
 LA1621  PID         -  LA1621
 LA1621  STATE/COUNTY-  IN/GRANT
 LA1621  USGS QUAD   -  LA FONTAINE (1994)
 LA1621
 LA1621                         *CURRENT SURVEY CONTROL
 LA1621  ___________________________________________________________________
 LA1621* NAD 83(1986)-  40 39 08.     (N)    085 42 22.     (W)     SCALED    
 LA1621* NAVD 88     -       249.102  (meters)     817.26   (feet)  ADJUSTED  
 LA1621  ___________________________________________________________________
 LA1621  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 LA1621  DYNAMIC HT  -         248.978 (meters)     816.86  (feet)  COMP
 LA1621  MODELED GRAV-     980,122.2   (mgal)                       NAVD 88
 LA1621
 LA1621  VERT ORDER  -  FIRST     CLASS II
 LA1621
 LA1621.The horizontal coordinates were scaled from a topographic map and have
 LA1621.an estimated accuracy of +/- 6 seconds.
 LA1621
 LA1621.The orthometric height was determined by differential leveling
 LA1621.and adjusted by the National Geodetic Survey in June 1991..
 LA1621
 LA1621.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1621.See file dsdata.txt to determine how the superseded data were derived.
 LA1621
 LA1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL093009(NAD 83)
 LA1621_MARKER: DB = BENCH MARK DISK
 LA1621_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1621_SP_SET: CULVERT
 LA1621_STAMPING: H 174 1946
 LA1621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1621
 LA1621  HISTORY     - Date     Condition        Report By
 LA1621  HISTORY     - 1946     MONUMENTED       CGS
 LA1621  HISTORY     - 1962     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1962
 LA1621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1793 ***********************************************************************
 LA1793  DESIGNATION -  H 175
 LA1793  PID         -  LA1793
 LA1793  STATE/COUNTY-  IN/WABASH
 LA1793  USGS QUAD   -  PEORIA (1994)
 LA1793
 LA1793                         *CURRENT SURVEY CONTROL
 LA1793  ___________________________________________________________________
 LA1793* NAD 83(1986)-  40 40 28.     (N)    085 54 06.     (W)     SCALED    
 LA1793* NAVD 88     -       241.056  (meters)     790.86   (feet)  ADJUSTED  
 LA1793  ___________________________________________________________________
 LA1793  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 LA1793  DYNAMIC HT  -         240.937 (meters)     790.47  (feet)  COMP
 LA1793  MODELED GRAV-     980,126.2   (mgal)                       NAVD 88
 LA1793
 LA1793  VERT ORDER  -  SECOND    CLASS 0
 LA1793
 LA1793.The horizontal coordinates were scaled from a topographic map and have
 LA1793.an estimated accuracy of +/- 6 seconds.
 LA1793
 LA1793.The orthometric height was determined by differential leveling
 LA1793.and adjusted by the National Geodetic Survey in June 1991..
 LA1793
 LA1793.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1793.See file dsdata.txt to determine how the superseded data were derived.
 LA1793
 LA1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL928031(NAD 83)
 LA1793_MARKER: DB = BENCH MARK DISK
 LA1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1793_STAMPING: H 175 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1961
 LA1793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0355 ***********************************************************************
 ME0355  DESIGNATION -  H 176
 ME0355  PID         -  ME0355
 ME0355  STATE/COUNTY-  IN/FULTON
 ME0355  USGS QUAD   -  RUTLAND (1980)
 ME0355
 ME0355                         *CURRENT SURVEY CONTROL
 ME0355  ___________________________________________________________________
 ME0355* NAD 83(1986)-  41 10 20.     (N)    086 16 05.     (W)     SCALED    
 ME0355* NAVD 88     -       265.880  (meters)     872.31   (feet)  ADJUSTED  
 ME0355  ___________________________________________________________________
 ME0355  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 ME0355  DYNAMIC HT  -         265.767 (meters)     871.94  (feet)  COMP
 ME0355  MODELED GRAV-     980,192.7   (mgal)                       NAVD 88
 ME0355
 ME0355  VERT ORDER  -  SECOND    CLASS 0
 ME0355
 ME0355.The horizontal coordinates were scaled from a topographic map and have
 ME0355.an estimated accuracy of +/- 6 seconds.
 ME0355
 ME0355.The orthometric height was determined by differential leveling
 ME0355.and adjusted by the National Geodetic Survey in June 1991..
 ME0355
 ME0355.The geoid height was determined by GEOID03.
 ME0355
 ME0355.The dynamic height is computed by dividing the NAVD 88
 ME0355.geopotential number by the normal gravity value computed on the
 ME0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0355.degrees latitude (g = 980.6199 gals.).
 ME0355
 ME0355.The modeled gravity was interpolated from observed gravity values.
 ME0355
 ME0355;                    North         East    Units  Estimated Accuracy
 ME0355;SPC IN E     -   657,860.       49,540.      MT  (+/- 180 meters Scaled)
 ME0355
 ME0355                          SUPERSEDED SURVEY CONTROL
 ME0355
 ME0355  NGVD 29 (??/??/92)  265.997  (m)          872.69   (f) ADJ UNCH    2 0
 ME0355
 ME0355.Superseded values are not recommended for survey control.
 ME0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0355.See file dsdata.txt to determine how the superseded data were derived.
 ME0355
 ME0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL613581(NAD 83)
 ME0355_MARKER: DB = BENCH MARK DISK
 ME0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0355_SP_SET: CULVERT
 ME0355_STAMPING: H 176 1946
 ME0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0355
 ME0355  HISTORY     - Date     Condition        Report By
 ME0355  HISTORY     - 1946     MONUMENTED       CGS
 ME0355  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 ME0355
 ME0355                          STATION DESCRIPTION
 ME0355
 ME0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0355'10.2 MI NE FROM DELONG.
 ME0355'ABOUT 2.5 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 ME0355'STATION AT DELONG, THENCE 7.7 MILES EAST ALONG STATE HIGHWAY 110,
 ME0355'ABOUT 125 YARDS EAST OF THE INTERSECTION WITH A NORTH-SOUTH
 ME0355'GRAVEL ROAD, ABOUT 200 YARDS WEST OF A TWO-STORY WHITE FARM HOUSE
 ME0355'ON THE NORTH SIDE OF THE HIGHWAY, SET IN THE TOP OF THE EAST END
 ME0355'OF THE SOUTH CONCRETE HEADWALL OF A 24-INCH CORRUGATED STEEL PIPE
 ME0355'CULVERT, 24 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 ME0355'WEST OF THE EAST END OF THE HEADWALL, AND ABOUT 1 FOOT BELOW
 ME0355'HIGHWAY LEVEL.
 ME0355
 ME0355                          STATION RECOVERY (1984)
 ME0355
 ME0355'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0445 ***********************************************************************
 ME0445  DESIGNATION -  H 177
 ME0445  PID         -  ME0445
 ME0445  STATE/COUNTY-  IN/FULTON
 ME0445  USGS QUAD   -  AKRON (1994)
 ME0445
 ME0445                         *CURRENT SURVEY CONTROL
 ME0445  ___________________________________________________________________
 ME0445* NAD 83(1986)-  41 02 50.     (N)    086 05 51.     (W)     SCALED    
 ME0445* NAVD 88     -       250.162  (meters)     820.74   (feet)  ADJUSTED  
 ME0445  ___________________________________________________________________
 ME0445  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 ME0445  DYNAMIC HT  -         250.051 (meters)     820.38  (feet)  COMP
 ME0445  MODELED GRAV-     980,173.5   (mgal)                       NAVD 88
 ME0445
 ME0445  VERT ORDER  -  SECOND    CLASS 0
 ME0445
 ME0445.The horizontal coordinates were scaled from a topographic map and have
 ME0445.an estimated accuracy of +/- 6 seconds.
 ME0445
 ME0445.The orthometric height was determined by differential leveling
 ME0445.and adjusted by the National Geodetic Survey in June 1991..
 ME0445
 ME0445.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0445.See file dsdata.txt to determine how the superseded data were derived.
 ME0445
 ME0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL758443(NAD 83)
 ME0445_MARKER: DB = BENCH MARK DISK
 ME0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0445_STAMPING: H 177 1946
 ME0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0445+STABILITY: SURFACE MOTION
 ME0445
 ME0445  HISTORY     - Date     Condition        Report By
 ME0445  HISTORY     - 1946     MONUMENTED       CGS
 ME0445  HISTORY     - 1990     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1677 ***********************************************************************
 LA1677  DESIGNATION -  H 178
 LA1677  PID         -  LA1677
 LA1677  STATE/COUNTY-  IN/WABASH
 LA1677  USGS QUAD   -  NORTH MANCHESTER SOUTH (1994)
 LA1677
 LA1677                         *CURRENT SURVEY CONTROL
 LA1677  ___________________________________________________________________
 LA1677* NAD 83(1986)-  40 54 46.     (N)    085 48 44.     (W)     SCALED    
 LA1677* NAVD 88     -       239.933  (meters)     787.18   (feet)  ADJUSTED  
 LA1677  ___________________________________________________________________
 LA1677  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 LA1677  DYNAMIC HT  -         239.822 (meters)     786.82  (feet)  COMP
 LA1677  MODELED GRAV-     980,154.7   (mgal)                       NAVD 88
 LA1677
 LA1677  VERT ORDER  -  SECOND    CLASS 0
 LA1677
 LA1677.The horizontal coordinates were scaled from a topographic map and have
 LA1677.an estimated accuracy of +/- 6 seconds.
 LA1677
 LA1677.The orthometric height was determined by differential leveling
 LA1677.and adjusted by the National Geodetic Survey in June 1991..
 LA1677
 LA1677.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1677.See file dsdata.txt to determine how the superseded data were derived.
 LA1677
 LA1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL000297(NAD 83)
 LA1677_MARKER: DB = BENCH MARK DISK
 LA1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1677_STAMPING: 178 1946
 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 = OCTOBER  6, 2006
 ME0329 ***********************************************************************
 ME0329  DESIGNATION -  H 179
 ME0329  PID         -  ME0329
 ME0329  STATE/COUNTY-  IN/FULTON
 ME0329  USGS QUAD   -  KEWANNA (1977)
 ME0329
 ME0329                         *CURRENT SURVEY CONTROL
 ME0329  ___________________________________________________________________
 ME0329* NAD 83(1986)-  41 02 26.     (N)    086 24 51.     (W)     SCALED    
 ME0329* NAVD 88     -       232.500  (meters)     762.79   (feet)  ADJUSTED  
 ME0329  ___________________________________________________________________
 ME0329  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME0329  DYNAMIC HT  -         232.403 (meters)     762.48  (feet)  COMP
 ME0329  MODELED GRAV-     980,198.1   (mgal)                       NAVD 88
 ME0329
 ME0329  VERT ORDER  -  SECOND    CLASS 0
 ME0329
 ME0329.The horizontal coordinates were scaled from a topographic map and have
 ME0329.an estimated accuracy of +/- 6 seconds.
 ME0329
 ME0329.The orthometric height was determined by differential leveling
 ME0329.and adjusted by the National Geodetic Survey in June 1991..
 ME0329
 ME0329.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0329.See file dsdata.txt to determine how the superseded data were derived.
 ME0329
 ME0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL492434(NAD 83)
 ME0329_MARKER: DB = BENCH MARK DISK
 ME0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0329_STAMPING: H 179 1946
 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 = OCTOBER  6, 2006
 ME0928 ***********************************************************************
 ME0928  DESIGNATION -  H 18
 ME0928  PID         -  ME0928
 ME0928  STATE/COUNTY-  IN/LAKE
 ME0928  USGS QUAD   -  WHITING (1991)
 ME0928
 ME0928                         *CURRENT SURVEY CONTROL
 ME0928  ___________________________________________________________________
 ME0928* NAD 83(1986)-  41 39 20.     (N)    087 27 10.     (W)     SCALED    
 ME0928* NAVD 88     -       180.140  (meters)     591.01   (feet)  ADJUSTED  
 ME0928  ___________________________________________________________________
 ME0928  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME0928  DYNAMIC HT  -         180.075 (meters)     590.80  (feet)  COMP
 ME0928  MODELED GRAV-     980,261.0   (mgal)                       NAVD 88
 ME0928
 ME0928  VERT ORDER  -  FIRST     CLASS II
 ME0928
 ME0928.The horizontal coordinates were scaled from a topographic map and have
 ME0928.an estimated accuracy of +/- 6 seconds.
 ME0928
 ME0928.The orthometric height was determined by differential leveling
 ME0928.and adjusted by the National Geodetic Survey in June 1991..
 ME0928
 ME0928.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0928.See file dsdata.txt to determine how the superseded data were derived.
 ME0928
 ME0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM623116(NAD 83)
 ME0928_MARKER: DB = BENCH MARK DISK
 ME0928_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0928_SP_SET: ABUTMENT
 ME0928_STAMPING: H 18 1934
 ME0928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0928
 ME0928  HISTORY     - Date     Condition        Report By
 ME0928  HISTORY     - 1934     MONUMENTED       CGS
 ME0928  HISTORY     - 1946     GOOD             NGS
 ME0928
 ME0928                          STATION DESCRIPTION
 ME0928
 ME0928'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1686 ***********************************************************************
 LA1686  DESIGNATION -  H 180
 LA1686  PID         -  LA1686
 LA1686  STATE/COUNTY-  IN/MIAMI
 LA1686  USGS QUAD   -  ROANN (1994)
 LA1686
 LA1686                         *CURRENT SURVEY CONTROL
 LA1686  ___________________________________________________________________
 LA1686* NAD 83(1986)-  40 54 47.     (N)    085 57 49.     (W)     SCALED    
 LA1686* NAVD 88     -       225.041  (meters)     738.32   (feet)  ADJUSTED  
 LA1686  ___________________________________________________________________
 LA1686  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 LA1686  DYNAMIC HT  -         224.937 (meters)     737.98  (feet)  COMP
 LA1686  MODELED GRAV-     980,155.7   (mgal)                       NAVD 88
 LA1686
 LA1686  VERT ORDER  -  SECOND    CLASS 0
 LA1686
 LA1686.The horizontal coordinates were scaled from a topographic map and have
 LA1686.an estimated accuracy of +/- 6 seconds.
 LA1686
 LA1686.The orthometric height was determined by differential leveling
 LA1686.and adjusted by the National Geodetic Survey in June 1991..
 LA1686
 LA1686.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1686.See file dsdata.txt to determine how the superseded data were derived.
 LA1686
 LA1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL872296(NAD 83)
 LA1686_MARKER: DB = BENCH MARK DISK
 LA1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1686_STAMPING: H 180 1946
 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 = OCTOBER  6, 2006
 LB0188 ***********************************************************************
 LB0188  DESIGNATION -  H 181
 LB0188  PID         -  LB0188
 LB0188  STATE/COUNTY-  IN/FULTON
 LB0188  USGS QUAD   -  FULTON (1960)
 LB0188
 LB0188                         *CURRENT SURVEY CONTROL
 LB0188  ___________________________________________________________________
 LB0188* NAD 83(1986)-  40 56 56.     (N)    086 21 22.     (W)     SCALED    
 LB0188* NAVD 88     -       240.743  (meters)     789.84   (feet)  ADJUSTED  
 LB0188  ___________________________________________________________________
 LB0188  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 LB0188  DYNAMIC HT  -         240.638 (meters)     789.49  (feet)  COMP
 LB0188  MODELED GRAV-     980,182.9   (mgal)                       NAVD 88
 LB0188
 LB0188  VERT ORDER  -  SECOND    CLASS 0
 LB0188
 LB0188.The horizontal coordinates were scaled from a topographic map and have
 LB0188.an estimated accuracy of +/- 6 seconds.
 LB0188
 LB0188.The orthometric height was determined by differential leveling
 LB0188.and adjusted by the National Geodetic Survey in June 1991..
 LB0188
 LB0188.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0188.See file dsdata.txt to determine how the superseded data were derived.
 LB0188
 LB0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL541332(NAD 83)
 LB0188_MARKER: DB = BENCH MARK DISK
 LB0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0188_STAMPING: H 181 1946
 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 = OCTOBER  6, 2006
 MD1023 ***********************************************************************
 MD1023  DESIGNATION -  H 182
 MD1023  PID         -  MD1023
 MD1023  STATE/COUNTY-  IN/WABASH
 MD1023  USGS QUAD   -  NORTH MANCHESTER NORTH (1994)
 MD1023
 MD1023                         *CURRENT SURVEY CONTROL
 MD1023  ___________________________________________________________________
 MD1023* NAD 83(1986)-  41 01 32.     (N)    085 48 52.     (W)     SCALED    
 MD1023* NAVD 88     -       246.607  (meters)     809.08   (feet)  ADJUSTED  
 MD1023  ___________________________________________________________________
 MD1023  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 MD1023  DYNAMIC HT  -         246.496 (meters)     808.71  (feet)  COMP
 MD1023  MODELED GRAV-     980,166.1   (mgal)                       NAVD 88
 MD1023
 MD1023  VERT ORDER  -  FIRST     CLASS II
 MD1023
 MD1023.The horizontal coordinates were scaled from a topographic map and have
 MD1023.an estimated accuracy of +/- 6 seconds.
 MD1023
 MD1023.The orthometric height was determined by differential leveling
 MD1023.and adjusted by the National Geodetic Survey in June 1991..
 MD1023
 MD1023.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1023.See file dsdata.txt to determine how the superseded data were derived.
 MD1023
 MD1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL996422(NAD 83)
 MD1023_MARKER: DB = BENCH MARK DISK
 MD1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1023_STAMPING: H 182 1946
 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 = OCTOBER  6, 2006
 LB0154 ***********************************************************************
 LB0154  DESIGNATION -  H 183
 LB0154  PID         -  LB0154
 LB0154  STATE/COUNTY-  IN/CASS
 LB0154  USGS QUAD   -  TWELVE MILE (1991)
 LB0154
 LB0154                         *CURRENT SURVEY CONTROL
 LB0154  ___________________________________________________________________
 LB0154* NAD 83(1986)-  40 51 59.     (N)    086 12 19.     (W)     SCALED    
 LB0154* NAVD 88     -       241.049  (meters)     790.84   (feet)  ADJUSTED  
 LB0154  ___________________________________________________________________
 LB0154  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 LB0154  DYNAMIC HT  -         240.938 (meters)     790.48  (feet)  COMP
 LB0154  MODELED GRAV-     980,159.3   (mgal)                       NAVD 88
 LB0154
 LB0154  VERT ORDER  -  SECOND    CLASS 0
 LB0154
 LB0154.The horizontal coordinates were scaled from a topographic map and have
 LB0154.an estimated accuracy of +/- 6 seconds.
 LB0154
 LB0154.The orthometric height was determined by differential leveling
 LB0154.and adjusted by the National Geodetic Survey in June 1991..
 LB0154
 LB0154.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0154.See file dsdata.txt to determine how the superseded data were derived.
 LB0154
 LB0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL669242(NAD 83)
 LB0154_MARKER: DB = BENCH MARK DISK
 LB0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0154_SP_SET: CONCRETE POST
 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
 LB0154  HISTORY     - Date     Condition        Report By
 LB0154  HISTORY     - 1946     MONUMENTED       CGS
 LB0154  HISTORY     - 19870730 GOOD             NGS
 LB0154  HISTORY     - 1989     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0224 ***********************************************************************
 ME0224  DESIGNATION -  H 184
 ME0224  PID         -  ME0224
 ME0224  STATE/COUNTY-  IN/KOSCIUSKO
 ME0224  USGS QUAD   -  BOURBON (1994)
 ME0224
 ME0224                         *CURRENT SURVEY CONTROL
 ME0224  ___________________________________________________________________
 ME0224* NAD 83(1986)-  41 16 30.     (N)    086 02 47.     (W)     SCALED    
 ME0224* NAVD 88     -       249.174  (meters)     817.50   (feet)  ADJUSTED  
 ME0224  ___________________________________________________________________
 ME0224  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ME0224  DYNAMIC HT  -         249.070 (meters)     817.16  (feet)  COMP
 ME0224  MODELED GRAV-     980,202.5   (mgal)                       NAVD 88
 ME0224
 ME0224  VERT ORDER  -  FIRST     CLASS I
 ME0224
 ME0224.The horizontal coordinates were scaled from a topographic map and have
 ME0224.an estimated accuracy of +/- 6 seconds.
 ME0224
 ME0224.The orthometric height was determined by differential leveling
 ME0224.and adjusted by the National Geodetic Survey in April 1995..
 ME0224.WARNING-Repeat measurements at this control monument indicate possible
 ME0224.vertical movement.
 ME0224
 ME0224.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0224
 ME0224  NAVD 88 (06/15/91)  249.179  (m)          817.51   (f) UNKNOWN     1 1
 ME0224  NGVD 29 (01/19/93)  249.310  (m)          817.94   (f) ADJUSTED    1 1
 ME0224
 ME0224.Superseded values are not recommended for survey control.
 ME0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0224.See file dsdata.txt to determine how the superseded data were derived.
 ME0224
 ME0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL798697(NAD 83)
 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             NGS
 ME0224  HISTORY     - 1983     GOOD             USPSQD
 ME0224  HISTORY     - 19920909 GOOD             NGS
 ME0224
 ME0224                          STATION DESCRIPTION
 ME0224
 ME0224'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1301 ***********************************************************************
 LA1301  DESIGNATION -  H 185
 LA1301  PID         -  LA1301
 LA1301  STATE/COUNTY-  IN/MADISON
 LA1301  USGS QUAD   -  ALEXANDRIA (1994)
 LA1301
 LA1301                         *CURRENT SURVEY CONTROL
 LA1301  ___________________________________________________________________
 LA1301* NAD 83(1986)-  40 16 39.     (N)    085 40 15.     (W)     SCALED    
 LA1301* NAVD 88     -       269.449  (meters)     884.02   (feet)  ADJUSTED  
 LA1301  ___________________________________________________________________
 LA1301  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 LA1301  DYNAMIC HT  -         269.308 (meters)     883.55  (feet)  COMP
 LA1301  MODELED GRAV-     980,096.4   (mgal)                       NAVD 88
 LA1301
 LA1301  VERT ORDER  -  FIRST     CLASS II
 LA1301
 LA1301.The horizontal coordinates were scaled from a topographic map and have
 LA1301.an estimated accuracy of +/- 6 seconds.
 LA1301
 LA1301.The orthometric height was determined by differential leveling
 LA1301.and adjusted by the National Geodetic Survey in June 1991..
 LA1301
 LA1301.The geoid height was determined by GEOID03.
 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     -   558,330.       99,650.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1301.See file dsdata.txt to determine how the superseded data were derived.
 LA1301
 LA1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK129594(NAD 83)
 LA1301_MARKER: DB = BENCH MARK DISK
 LA1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1301_STAMPING: H 185 1946
 LA1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1301+STABILITY: SURFACE MOTION
 LA1301
 LA1301  HISTORY     - Date     Condition        Report By
 LA1301  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1092 ***********************************************************************
 MD1092  DESIGNATION -  H 186
 MD1092  PID         -  MD1092
 MD1092  STATE/COUNTY-  IN/WHITLEY
 MD1092  USGS QUAD   -  SOUTH WHITLEY EAST (1962)
 MD1092
 MD1092                         *CURRENT SURVEY CONTROL
 MD1092  ___________________________________________________________________
 MD1092* NAD 83(1986)-  41 04 33.     (N)    085 34 52.     (W)     SCALED    
 MD1092* NAVD 88     -       256.052  (meters)     840.06   (feet)  ADJUSTED  
 MD1092  ___________________________________________________________________
 MD1092  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MD1092  DYNAMIC HT  -         255.941 (meters)     839.70  (feet)  COMP
 MD1092  MODELED GRAV-     980,184.5   (mgal)                       NAVD 88
 MD1092
 MD1092  VERT ORDER  -  SECOND    CLASS 0
 MD1092
 MD1092.The horizontal coordinates were scaled from a topographic map and have
 MD1092.an estimated accuracy of +/- 6 seconds.
 MD1092
 MD1092.The orthometric height was determined by differential leveling
 MD1092.and adjusted by the National Geodetic Survey in June 1991..
 MD1092
 MD1092.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1092.See file dsdata.txt to determine how the superseded data were derived.
 MD1092
 MD1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL191481(NAD 83)
 MD1092_MARKER: DB = BENCH MARK DISK
 MD1092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1092_SP_SET: CULVERT
 MD1092_STAMPING: H 186 1946
 MD1092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1092
 MD1092  HISTORY     - Date     Condition        Report By
 MD1092  HISTORY     - 1946     MONUMENTED       CGS
 MD1092  HISTORY     - 1961     GOOD             NGS
 MD1092
 MD1092                          STATION DESCRIPTION
 MD1092
 MD1092'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1720 ***********************************************************************
 LA1720  DESIGNATION -  H 187
 LA1720  PID         -  LA1720
 LA1720  STATE/COUNTY-  IN/HUNTINGTON
 LA1720  USGS QUAD   -  BIPPUS (1972)
 LA1720
 LA1720                         *CURRENT SURVEY CONTROL
 LA1720  ___________________________________________________________________
 LA1720* NAD 83(1986)-  40 54 55.     (N)    085 37 22.     (W)     SCALED    
 LA1720* NAVD 88     -       252.768  (meters)     829.29   (feet)  ADJUSTED  
 LA1720  ___________________________________________________________________
 LA1720  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 LA1720  DYNAMIC HT  -         252.649 (meters)     828.90  (feet)  COMP
 LA1720  MODELED GRAV-     980,147.1   (mgal)                       NAVD 88
 LA1720
 LA1720  VERT ORDER  -  SECOND    CLASS 0
 LA1720
 LA1720.The horizontal coordinates were scaled from a topographic map and have
 LA1720.an estimated accuracy of +/- 6 seconds.
 LA1720
 LA1720.The orthometric height was determined by differential leveling
 LA1720.and adjusted by the National Geodetic Survey in June 1991..
 LA1720
 LA1720.The geoid height was determined by GEOID03.
 LA1720
 LA1720.The dynamic height is computed by dividing the NAVD 88
 LA1720.geopotential number by the normal gravity value computed on the
 LA1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1720.degrees latitude (g = 980.6199 gals.).
 LA1720
 LA1720.The modeled gravity was interpolated from observed gravity values.
 LA1720
 LA1720;                    North         East    Units  Estimated Accuracy
 LA1720;SPC IN E     -   629,150.      103,700.      MT  (+/- 180 meters Scaled)
 LA1720
 LA1720                          SUPERSEDED SURVEY CONTROL
 LA1720
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1720.See file dsdata.txt to determine how the superseded data were derived.
 LA1720
 LA1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL159302(NAD 83)
 LA1720_MARKER: DB = BENCH MARK DISK
 LA1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1720_STAMPING: H 187 1946
 LA1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1720+STABILITY: SURFACE MOTION
 LA1720
 LA1720  HISTORY     - Date     Condition        Report By
 LA1720  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0773 ***********************************************************************
 LA0773  DESIGNATION -  H 188
 LA0773  PID         -  LA0773
 LA0773  STATE/COUNTY-  IN/HUNTINGTON
 LA0773  USGS QUAD   -  HUNTINGTON (1994)
 LA0773
 LA0773                         *CURRENT SURVEY CONTROL
 LA0773  ___________________________________________________________________
 LA0773* NAD 83(1986)-  40 54 22.     (N)    085 28 53.     (W)     SCALED    
 LA0773* NAVD 88     -       246.968  (meters)     810.26   (feet)  ADJUSTED  
 LA0773  ___________________________________________________________________
 LA0773  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 LA0773  DYNAMIC HT  -         246.853 (meters)     809.88  (feet)  COMP
 LA0773  MODELED GRAV-     980,154.5   (mgal)                       NAVD 88
 LA0773
 LA0773  VERT ORDER  -  SECOND    CLASS 0
 LA0773
 LA0773.The horizontal coordinates were scaled from a topographic map and have
 LA0773.an estimated accuracy of +/- 6 seconds.
 LA0773
 LA0773.The orthometric height was determined by differential leveling
 LA0773.and adjusted by the National Geodetic Survey in June 1991..
 LA0773
 LA0773.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0773.See file dsdata.txt to determine how the superseded data were derived.
 LA0773
 LA0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL279294(NAD 83)
 LA0773_MARKER: DB = BENCH MARK DISK
 LA0773_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0773_SP_SET: CULVERT
 LA0773_STAMPING: H 188 1946
 LA0773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA0782 ***********************************************************************
 LA0782  DESIGNATION -  H 189
 LA0782  PID         -  LA0782
 LA0782  STATE/COUNTY-  IN/ALLEN
 LA0782  USGS QUAD   -  OSSIAN (1981)
 LA0782
 LA0782                         *CURRENT SURVEY CONTROL
 LA0782  ___________________________________________________________________
 LA0782* NAD 83(1997)-  40 59 14.78190(N)    085 11 19.27763(W)     ADJUSTED  
 LA0782* NAVD 88     -       243.359  (meters)     798.42   (feet)  ADJUSTED  
 LA0782  ___________________________________________________________________
 LA0782  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 LA0782  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LA0782  DYNAMIC HT  -         243.257 (meters)     798.09  (feet)  COMP
 LA0782  MODELED GRAV-     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
 LA0782.and adjusted by the National Geodetic Survey in June 1991..
 LA0782
 LA0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA0782
 LA0782.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996704  x   0.99998657  =   0.99995361
 LA0782!UTM  16      -   0.99996704  x   0.99988574  =   0.99985278
 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
 LA0782.Superseded values are not recommended for survey control.
 LA0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0782.See file dsdata.txt to determine how the superseded data were derived.
 LA0782
 LA0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5236738943(NAD 83)
 LA0782_MARKER: DB = BENCH MARK DISK
 LA0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0782_STAMPING: H 189 1946
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 ME0898 ***********************************************************************
 ME0898  DESIGNATION -  H 19
 ME0898  PID         -  ME0898
 ME0898  STATE/COUNTY-  IN/LA PORTE
 ME0898  USGS QUAD   -  MICHIGAN CITY EAST (1980)
 ME0898
 ME0898                         *CURRENT SURVEY CONTROL
 ME0898  ___________________________________________________________________
 ME0898* NAD 83(1986)-  41 41 02.     (N)    086 48 06.     (W)     SCALED    
 ME0898* NAVD 88     -       205.775  (meters)     675.11   (feet)  ADJUSTED  
 ME0898  ___________________________________________________________________
 ME0898  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0898  DYNAMIC HT  -         205.697 (meters)     674.86  (feet)  COMP
 ME0898  MODELED GRAV-     980,237.2   (mgal)                       NAVD 88
 ME0898
 ME0898  VERT ORDER  -  SECOND    CLASS 0
 ME0898
 ME0898.The horizontal coordinates were scaled from a topographic map and have
 ME0898.an estimated accuracy of +/- 6 seconds.
 ME0898
 ME0898.The orthometric height was determined by differential leveling
 ME0898.and adjusted by the National Geodetic Survey in June 1991..
 ME0898
 ME0898.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0898.See file dsdata.txt to determine how the superseded data were derived.
 ME0898
 ME0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM165146(NAD 83)
 ME0898_MARKER: DB = BENCH MARK DISK
 ME0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0898_STAMPING: H 19 1934
 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 = OCTOBER  6, 2006
 LA1875 ***********************************************************************
 LA1875  DESIGNATION -  H 191
 LA1875  PID         -  LA1875
 LA1875  STATE/COUNTY-  IN/MIAMI
 LA1875  USGS QUAD   -  AMBOY (1994)
 LA1875
 LA1875                         *CURRENT SURVEY CONTROL
 LA1875  ___________________________________________________________________
 LA1875* NAD 83(1986)-  40 34 43.     (N)    085 58 36.     (W)     SCALED    
 LA1875* NAVD 88     -       253.810  (meters)     832.71   (feet)  ADJUSTED  
 LA1875  ___________________________________________________________________
 LA1875  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LA1875  DYNAMIC HT  -         253.682 (meters)     832.29  (feet)  COMP
 LA1875  MODELED GRAV-     980,114.5   (mgal)                       NAVD 88
 LA1875
 LA1875  VERT ORDER  -  SECOND    CLASS 0
 LA1875
 LA1875.The horizontal coordinates were scaled from a topographic map and have
 LA1875.an estimated accuracy of +/- 6 seconds.
 LA1875
 LA1875.The orthometric height was determined by differential leveling
 LA1875.and adjusted by the National Geodetic Survey in June 1991..
 LA1875
 LA1875.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1875.See file dsdata.txt to determine how the superseded data were derived.
 LA1875
 LA1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK866924(NAD 83)
 LA1875_MARKER: DB = BENCH MARK DISK
 LA1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1875_STAMPING: H 191 1946
 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 = OCTOBER  6, 2006
 LA1811 ***********************************************************************
 LA1811  DESIGNATION -  H 192
 LA1811  PID         -  LA1811
 LA1811  STATE/COUNTY-  IN/MIAMI
 LA1811  USGS QUAD   -  PEORIA (1994)
 LA1811
 LA1811                         *CURRENT SURVEY CONTROL
 LA1811  ___________________________________________________________________
 LA1811* NAD 83(1986)-  40 39 54.     (N)    085 59 13.     (W)     SCALED    
 LA1811* NAVD 88     -       244.148  (meters)     801.01   (feet)  ADJUSTED  
 LA1811  ___________________________________________________________________
 LA1811  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 LA1811  DYNAMIC HT  -         244.027 (meters)     800.61  (feet)  COMP
 LA1811  MODELED GRAV-     980,127.3   (mgal)                       NAVD 88
 LA1811
 LA1811  VERT ORDER  -  SECOND    CLASS 0
 LA1811
 LA1811.The horizontal coordinates were scaled from a topographic map and have
 LA1811.an estimated accuracy of +/- 6 seconds.
 LA1811
 LA1811.The orthometric height was determined by differential leveling
 LA1811.and adjusted by the National Geodetic Survey in June 1991..
 LA1811
 LA1811.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1811.See file dsdata.txt to determine how the superseded data were derived.
 LA1811
 LA1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL856020(NAD 83)
 LA1811_MARKER: DB = BENCH MARK DISK
 LA1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1811_STAMPING: H 192 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1961
 LA1811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0211 ***********************************************************************
 LB0211  DESIGNATION -  H 193
 LB0211  PID         -  LB0211
 LB0211  STATE/COUNTY-  IN/MIAMI
 LB0211  USGS QUAD   -  PERU (1992)
 LB0211
 LB0211                         *CURRENT SURVEY CONTROL
 LB0211  ___________________________________________________________________
 LB0211* NAD 83(1986)-  40 46 07.     (N)    086 01 49.     (W)     SCALED    
 LB0211* NAVD 88     -       197.712  (meters)     648.66   (feet)  ADJUSTED  
 LB0211  ___________________________________________________________________
 LB0211  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 LB0211  DYNAMIC HT  -         197.617 (meters)     648.35  (feet)  COMP
 LB0211  MODELED GRAV-     980,141.7   (mgal)                       NAVD 88
 LB0211
 LB0211  VERT ORDER  -  SECOND    CLASS 0
 LB0211
 LB0211.The horizontal coordinates were scaled from a topographic map and have
 LB0211.an estimated accuracy of +/- 6 seconds.
 LB0211
 LB0211.The orthometric height was determined by differential leveling
 LB0211.and adjusted by the National Geodetic Survey in June 1991..
 LB0211
 LB0211.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0211.See file dsdata.txt to determine how the superseded data were derived.
 LB0211
 LB0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL818135(NAD 83)
 LB0211_MARKER: DB = BENCH MARK DISK
 LB0211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0211_SP_SET: PIPE CULVERT HEADWALL
 LB0211_STAMPING: H 193 1946
 LB0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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   BUTLER
 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 AND 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 = OCTOBER  6, 2006
 LA1331 ***********************************************************************
 LA1331  DESIGNATION -  H 194
 LA1331  PID         -  LA1331
 LA1331  STATE/COUNTY-  IN/HAMILTON
 LA1331  USGS QUAD   -  LAPEL (1994)
 LA1331
 LA1331                         *CURRENT SURVEY CONTROL
 LA1331  ___________________________________________________________________
 LA1331* NAD 83(1986)-  40 06 15.     (N)    085 51 48.     (W)     SCALED    
 LA1331* NAVD 88     -       257.014  (meters)     843.22   (feet)  ADJUSTED  
 LA1331  ___________________________________________________________________
 LA1331  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 LA1331  DYNAMIC HT  -         256.876 (meters)     842.77  (feet)  COMP
 LA1331  MODELED GRAV-     980,079.9   (mgal)                       NAVD 88
 LA1331
 LA1331  VERT ORDER  -  SECOND    CLASS 0
 LA1331
 LA1331.The horizontal coordinates were scaled from a topographic map and have
 LA1331.an estimated accuracy of +/- 6 seconds.
 LA1331
 LA1331.The orthometric height was determined by differential leveling
 LA1331.and adjusted by the National Geodetic Survey in June 1991..
 LA1331
 LA1331.The geoid height was determined by GEOID03.
 LA1331
 LA1331.The dynamic height is computed by dividing the NAVD 88
 LA1331.geopotential number by the normal gravity value computed on the
 LA1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1331.degrees latitude (g = 980.6199 gals.).
 LA1331
 LA1331.The modeled gravity was interpolated from observed gravity values.
 LA1331
 LA1331;                    North         East    Units  Estimated Accuracy
 LA1331;SPC IN E     -   539,100.       83,230.      MT  (+/- 180 meters Scaled)
 LA1331
 LA1331                          SUPERSEDED SURVEY CONTROL
 LA1331
 LA1331  NGVD 29 (??/??/92)  257.146  (m)          843.65   (f) ADJ UNCH    2 0
 LA1331
 LA1331.Superseded values are not recommended for survey control.
 LA1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1331.See file dsdata.txt to determine how the superseded data were derived.
 LA1331
 LA1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK968399(NAD 83)
 LA1331_MARKER: DB = BENCH MARK DISK
 LA1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1331_STAMPING: H 194 1946
 LA1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1331+STABILITY: SURFACE MOTION
 LA1331
 LA1331  HISTORY     - Date     Condition        Report By
 LA1331  HISTORY     - 1946     MONUMENTED       CGS
 LA1331  HISTORY     - 1970     GOOD             LOCSUR
 LA1331
 LA1331                          STATION DESCRIPTION
 LA1331
 LA1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1331'2.5 MI N FROM FISHERBURG.
 LA1331'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION
 LA1331'OF STATE HIGHWAYS 32 AND 132 AT FISHERBURG, ABOUT 2.75 MILES
 LA1331'SOUTH ALONG HIGHWAY 13 FROM THE CONCRETE BRIDGE OVER WEST FORK
 LA1331'WHITE RIVER, AT A GRAVEL CROSS ROAD, 31 FEET WEST OF THE CENTER
 LA1331'LINE OF THE HIGHWAY, 28 FEET NORTH OF THE CENTER LINE OF THE
 LA1331'GRAVEL ROAD, 13 FEET NORTH OF A FENCE CORNER, 13 FEET NORTH OF
 LA1331'POWER POLE 63/214, 1 FOOT EAST OF THE FENCE LINE, ABOUT LEVEL
 LA1331'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1331'6 INCHES.
 LA1331
 LA1331                          STATION RECOVERY (1970)
 LA1331
 LA1331'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970
 LA1331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1365 ***********************************************************************
 LA1365  DESIGNATION -  H 195
 LA1365  PID         -  LA1365
 LA1365  STATE/COUNTY-  IN/MADISON
 LA1365  USGS QUAD   -  POINT ISABEL (1994)
 LA1365
 LA1365                         *CURRENT SURVEY CONTROL
 LA1365  ___________________________________________________________________
 LA1365* NAD 83(1986)-  40 22 39.     (N)    085 47 11.     (W)     SCALED    
 LA1365* NAVD 88     -       274.375  (meters)     900.18   (feet)  ADJUSTED  
 LA1365  ___________________________________________________________________
 LA1365  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 LA1365  DYNAMIC HT  -         274.232 (meters)     899.71  (feet)  COMP
 LA1365  MODELED GRAV-     980,098.0   (mgal)                       NAVD 88
 LA1365
 LA1365  VERT ORDER  -  SECOND    CLASS 0
 LA1365
 LA1365.The horizontal coordinates were scaled from a topographic map and have
 LA1365.an estimated accuracy of +/- 6 seconds.
 LA1365
 LA1365.The orthometric height was determined by differential leveling
 LA1365.and adjusted by the National Geodetic Survey in June 1991..
 LA1365
 LA1365.The geoid height was determined by GEOID03.
 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     -   569,440.       89,830.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1365.See file dsdata.txt to determine how the superseded data were derived.
 LA1365
 LA1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK030703(NAD 83)
 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_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 = OCTOBER  6, 2006
 MD0902 ***********************************************************************
 MD0902  DESIGNATION -  H 196 RESET 1966
 MD0902  PID         -  MD0902
 MD0902  STATE/COUNTY-  IN/WHITLEY
 MD0902  USGS QUAD   -  COLUMBIA CITY (1981)
 MD0902
 MD0902                         *CURRENT SURVEY CONTROL
 MD0902  ___________________________________________________________________
 MD0902* NAD 83(1986)-  41 14 52.     (N)    085 27 46.     (W)     SCALED    
 MD0902* NAVD 88     -       289.46   (meters)     949.7    (feet)  RESET     
 MD0902  ___________________________________________________________________
 MD0902  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 MD0902
 MD0902  VERT ORDER  -  THIRD
 MD0902
 MD0902.The horizontal coordinates were scaled from a topographic map and have
 MD0902.an estimated accuracy of +/- 6 seconds.
 MD0902
 MD0902.The orthometric height was computed from unverified reset data.
 MD0902
 MD0902.The geoid height was determined by GEOID03.
 MD0902
 MD0902;                    North         East    Units  Estimated Accuracy
 MD0902;SPC IN E     -   666,100.      117,090.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0902.See file dsdata.txt to determine how the superseded data were derived.
 MD0902
 MD0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL287674(NAD 83)
 MD0902_MARKER: DB = BENCH MARK DISK
 MD0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0902_STAMPING: H 196 RESET 1966
 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 = OCTOBER  6, 2006
 MD0840 ***********************************************************************
 MD0840  DESIGNATION -  H 197
 MD0840  PID         -  MD0840
 MD0840  STATE/COUNTY-  IN/ALLEN
 MD0840  USGS QUAD   -  CHURUBUSCO (1965)
 MD0840
 MD0840                         *CURRENT SURVEY CONTROL
 MD0840  ___________________________________________________________________
 MD0840* NAD 83(1986)-  41 11 14.     (N)    085 18 34.     (W)     SCALED    
 MD0840* NAVD 88     -       253.046  (meters)     830.20   (feet)  ADJUSTED  
 MD0840  ___________________________________________________________________
 MD0840  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 MD0840  DYNAMIC HT  -         252.951 (meters)     829.89  (feet)  COMP
 MD0840  MODELED GRAV-     980,242.3   (mgal)                       NAVD 88
 MD0840
 MD0840  VERT ORDER  -  SECOND    CLASS 0
 MD0840
 MD0840.The horizontal coordinates were scaled from a topographic map and have
 MD0840.an estimated accuracy of +/- 6 seconds.
 MD0840
 MD0840.The orthometric height was determined by differential leveling
 MD0840.and adjusted by the National Geodetic Survey in June 1991..
 MD0840
 MD0840.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0840.See file dsdata.txt to determine how the superseded data were derived.
 MD0840
 MD0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL417609(NAD 83)
 MD0840_MARKER: DB = BENCH MARK DISK
 MD0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0840_STAMPING: H 197 1946
 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             NGS
 MD0840
 MD0840                          STATION DESCRIPTION
 MD0840
 MD0840'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0934 ***********************************************************************
 MD0934  DESIGNATION -  H 198
 MD0934  PID         -  MD0934
 MD0934  STATE/COUNTY-  IN/DE KALB
 MD0934  USGS QUAD   -  AUBURN (1981)
 MD0934
 MD0934                         *CURRENT SURVEY CONTROL
 MD0934  ___________________________________________________________________
 MD0934* NAD 83(1986)-  41 20 22.     (N)    085 00 09.     (W)     SCALED    
 MD0934* NAVD 88     -       261.041  (meters)     856.43   (feet)  ADJUSTED  
 MD0934  ___________________________________________________________________
 MD0934  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 MD0934  DYNAMIC HT  -         260.936 (meters)     856.09  (feet)  COMP
 MD0934  MODELED GRAV-     980,214.3   (mgal)                       NAVD 88
 MD0934
 MD0934  VERT ORDER  -  SECOND    CLASS 0
 MD0934
 MD0934.The horizontal coordinates were scaled from a topographic map and have
 MD0934.an estimated accuracy of +/- 6 seconds.
 MD0934
 MD0934.The orthometric height was determined by differential leveling
 MD0934.and adjusted by the National Geodetic Survey in June 1991..
 MD0934
 MD0934.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0934.See file dsdata.txt to determine how the superseded data were derived.
 MD0934
 MD0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL671783(NAD 83)
 MD0934_MARKER: DB = BENCH MARK DISK
 MD0934_SETTING: 0 = UNSPECIFIED SETTING
 MD0934_STAMPING: H-198-1946
 MD0934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 MD0356 ***********************************************************************
 MD0356  DESIGNATION -  H 199
 MD0356  PID         -  MD0356
 MD0356  STATE/COUNTY-  IN/ALLEN
 MD0356  USGS QUAD   -  SAINT JOE (1994)
 MD0356
 MD0356                         *CURRENT SURVEY CONTROL
 MD0356  ___________________________________________________________________
 MD0356* NAD 83(1986)-  41 15 23.     (N)    084 57 11.     (W)     SCALED    
 MD0356* NAVD 88     -       240.068  (meters)     787.62   (feet)  ADJUSTED  
 MD0356  ___________________________________________________________________
 MD0356  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 MD0356  DYNAMIC HT  -         239.972 (meters)     787.31  (feet)  COMP
 MD0356  MODELED GRAV-     980,215.4   (mgal)                       NAVD 88
 MD0356
 MD0356  VERT ORDER  -  SECOND    CLASS 0
 MD0356
 MD0356.The horizontal coordinates were scaled from a topographic map and have
 MD0356.an estimated accuracy of +/- 6 seconds.
 MD0356
 MD0356.The orthometric height was determined by differential leveling
 MD0356.and adjusted by the National Geodetic Survey in June 1991..
 MD0356
 MD0356.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0356.See file dsdata.txt to determine how the superseded data were derived.
 MD0356
 MD0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL714692(NAD 83)
 MD0356_MARKER: DD = SURVEY DISK
 MD0356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0356_SP_SET: BRIDGE
 MD0356_STAMPING: H 199 1946
 MD0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0356
 MD0356  HISTORY     - Date     Condition        Report By
 MD0356  HISTORY     - 1946     MONUMENTED       INHD
 MD0356  HISTORY     - 1962     GOOD             NGS
 MD0356
 MD0356                          STATION DESCRIPTION
 MD0356
 MD0356'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0113 ***********************************************************************
 ME0113  DESIGNATION -  H 20
 ME0113  PID         -  ME0113
 ME0113  STATE/COUNTY-  IN/ST JOSEPH
 ME0113  USGS QUAD   -  SOUTH BEND EAST (1992)
 ME0113
 ME0113                         *CURRENT SURVEY CONTROL
 ME0113  ___________________________________________________________________
 ME0113* NAD 83(1986)-  41 39 48.     (N)    086 14 22.     (W)     SCALED    
 ME0113* NAVD 88     -       224.045  (meters)     735.05   (feet)  ADJUSTED  
 ME0113  ___________________________________________________________________
 ME0113  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME0113  DYNAMIC HT  -         223.958 (meters)     734.77  (feet)  COMP
 ME0113  MODELED GRAV-     980,229.3   (mgal)                       NAVD 88
 ME0113
 ME0113  VERT ORDER  -  SECOND    CLASS 0
 ME0113
 ME0113.The horizontal coordinates were scaled from a topographic map and have
 ME0113.an estimated accuracy of +/- 6 seconds.
 ME0113
 ME0113.The orthometric height was determined by differential leveling
 ME0113.and adjusted by the National Geodetic Survey in June 1991..
 ME0113
 ME0113.The geoid height was determined by GEOID03.
 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     -   712,380.       52,300.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0113.See file dsdata.txt to determine how the superseded data were derived.
 ME0113
 ME0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM633126(NAD 83)
 ME0113_MARKER: DB = BENCH MARK DISK
 ME0113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0113_SP_SET: ABUTMENT
 ME0113_STAMPING: H 20 1934
 ME0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0113
 ME0113  HISTORY     - Date     Condition        Report By
 ME0113  HISTORY     - 1934     MONUMENTED       CGS
 ME0113  HISTORY     - 1946     GOOD             NGS
 ME0113
 ME0113                          STATION DESCRIPTION
 ME0113
 ME0113'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0336 ***********************************************************************
 MD0336  DESIGNATION -  H 201
 MD0336  PID         -  MD0336
 MD0336  STATE/COUNTY-  IN/DE KALB
 MD0336  USGS QUAD   -  BUTLER EAST (1994)
 MD0336
 MD0336                         *CURRENT SURVEY CONTROL
 MD0336  ___________________________________________________________________
 MD0336* NAD 83(1986)-  41 25 48.     (N)    084 51 10.     (W)     SCALED    
 MD0336* NAVD 88     -       258.723  (meters)     848.83   (feet)  ADJUSTED  
 MD0336  ___________________________________________________________________
 MD0336  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 MD0336  DYNAMIC HT  -         258.621 (meters)     848.49  (feet)  COMP
 MD0336  MODELED GRAV-     980,224.9   (mgal)                       NAVD 88
 MD0336
 MD0336  VERT ORDER  -  SECOND    CLASS 0
 MD0336
 MD0336.The horizontal coordinates were scaled from a topographic map and have
 MD0336.an estimated accuracy of +/- 6 seconds.
 MD0336
 MD0336.The orthometric height was determined by differential leveling
 MD0336.and adjusted by the National Geodetic Survey in June 1991..
 MD0336
 MD0336.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0336.See file dsdata.txt to determine how the superseded data were derived.
 MD0336
 MD0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL794887(NAD 83)
 MD0336_MARKER: DB = BENCH MARK DISK
 MD0336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0336_SP_SET: BRIDGE
 MD0336_STAMPING: H 201 1946
 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 = OCTOBER  6, 2006
 LA1753 ***********************************************************************
 LA1753  DESIGNATION -  H 202
 LA1753  PID         -  LA1753
 LA1753  STATE/COUNTY-  IN/HUNTINGTON
 LA1753  USGS QUAD   -  ANDREWS (1994)
 LA1753
 LA1753                         *CURRENT SURVEY CONTROL
 LA1753  ___________________________________________________________________
 LA1753* NAD 83(1986)-  40 48 51.     (N)    085 30 28.     (W)     SCALED    
 LA1753* NAVD 88     -       250.224  (meters)     820.94   (feet)  ADJUSTED  
 LA1753  ___________________________________________________________________
 LA1753  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 LA1753  DYNAMIC HT  -         250.105 (meters)     820.55  (feet)  COMP
 LA1753  MODELED GRAV-     980,140.8   (mgal)                       NAVD 88
 LA1753
 LA1753  VERT ORDER  -  SECOND    CLASS 0
 LA1753
 LA1753.The horizontal coordinates were scaled from a topographic map and have
 LA1753.an estimated accuracy of +/- 6 seconds.
 LA1753
 LA1753.The orthometric height was determined by differential leveling
 LA1753.and adjusted by the National Geodetic Survey in June 1991..
 LA1753
 LA1753.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1753.See file dsdata.txt to determine how the superseded data were derived.
 LA1753
 LA1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL258191(NAD 83)
 LA1753_MARKER: DB = BENCH MARK DISK
 LA1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1753_STAMPING: H 202 1946
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 LA1412 ***********************************************************************
 LA1412  DESIGNATION -  H 203
 LA1412  PID         -  LA1412
 LA1412  STATE/COUNTY-  IN/GRANT
 LA1412  USGS QUAD   -  GAS CITY (1994)
 LA1412
 LA1412                         *CURRENT SURVEY CONTROL
 LA1412  ___________________________________________________________________
 LA1412* NAD 83(1986)-  40 28 26.     (N)    085 30 33.     (W)     SCALED    
 LA1412* NAVD 88     -       279.334  (meters)     916.45   (feet)  ADJUSTED  
 LA1412  ___________________________________________________________________
 LA1412  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 LA1412  DYNAMIC HT  -         279.191 (meters)     915.98  (feet)  COMP
 LA1412  MODELED GRAV-     980,109.0   (mgal)                       NAVD 88
 LA1412
 LA1412  VERT ORDER  -  SECOND    CLASS 0
 LA1412
 LA1412.The horizontal coordinates were scaled from a topographic map and have
 LA1412.an estimated accuracy of +/- 6 seconds.
 LA1412
 LA1412.The orthometric height was determined by differential leveling
 LA1412.and adjusted by the National Geodetic Survey in June 1991..
 LA1412
 LA1412.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1412.See file dsdata.txt to determine how the superseded data were derived.
 LA1412
 LA1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK263814(NAD 83)
 LA1412_MARKER: DB = BENCH MARK DISK
 LA1412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1412_SP_SET: CULVERT
 LA1412_STAMPING: H 203 1946
 LA1412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1980 ***********************************************************************
 LA1980  DESIGNATION -  H 204 RESET
 LA1980  PID         -  LA1980
 LA1980  STATE/COUNTY-  IN/GRANT
 LA1980  USGS QUAD   -  FAIRMOUNT (1994)
 LA1980
 LA1980                         *CURRENT SURVEY CONTROL
 LA1980  ___________________________________________________________________
 LA1980* NAD 83(1997)-  40 25 20.81645(N)    085 40 16.98895(W)     ADJUSTED  
 LA1980* NAVD 88     -       266.66   (+/-2cm)     874.9    (feet)  VERTCON   
 LA1980  ___________________________________________________________________
 LA1980  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 LA1980  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 LA1980
 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.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.The vertical order pertains to the NGVD 29 superseded value.
 LA1980
 LA1980.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA1980
 LA1980.The geoid height was determined by GEOID03.
 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     -   0.99996353  x   0.99996667  =   0.99993021
 LA1980!UTM  16      -   0.99996353  x   0.99975637  =   0.99971991
 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 (04/16/04)  266.80   (m)          875.3    (f) RESET       3  
 LA1980
 LA1980.Superseded values are not recommended for survey control.
 LA1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1980.See file dsdata.txt to determine how the superseded data were derived.
 LA1980
 LA1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1271075494(NAD 83)
 LA1980_MARKER: DV = VERTICAL CONTROL DISK
 LA1980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1980_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 LA1399 ***********************************************************************
 LA1399  DESIGNATION -  H 205
 LA1399  PID         -  LA1399
 LA1399  STATE/COUNTY-  IN/HAMILTON
 LA1399  USGS QUAD   -  OMEGA (1994)
 LA1399
 LA1399                         *CURRENT SURVEY CONTROL
 LA1399  ___________________________________________________________________
 LA1399* NAD 83(1986)-  40 12 19.     (N)    085 58 38.     (W)     SCALED    
 LA1399* NAVD 88     -       261.281  (meters)     857.22   (feet)  ADJUSTED  
 LA1399  ___________________________________________________________________
 LA1399  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 LA1399  DYNAMIC HT  -         261.141 (meters)     856.76  (feet)  COMP
 LA1399  MODELED GRAV-     980,083.0   (mgal)                       NAVD 88
 LA1399
 LA1399  VERT ORDER  -  SECOND    CLASS 0
 LA1399
 LA1399.The horizontal coordinates were scaled from a topographic map and have
 LA1399.an estimated accuracy of +/- 6 seconds.
 LA1399
 LA1399.The orthometric height was determined by differential leveling
 LA1399.and adjusted by the National Geodetic Survey in June 1991..
 LA1399
 LA1399.The geoid height was determined by GEOID03.
 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     -   550,360.       73,560.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1399.See file dsdata.txt to determine how the superseded data were derived.
 LA1399
 LA1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK870510(NAD 83)
 LA1399_MARKER: DB = BENCH MARK DISK
 LA1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1399_STAMPING: H 208 1946
 LA1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1399+STABILITY: SURFACE MOTION
 LA1399
 LA1399  HISTORY     - Date     Condition        Report By
 LA1399  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0291 ***********************************************************************
 ME0291  DESIGNATION -  H 206
 ME0291  PID         -  ME0291
 ME0291  STATE/COUNTY-  IN/MARSHALL
 ME0291  USGS QUAD   -  DONALDSON (1972)
 ME0291
 ME0291                         *CURRENT SURVEY CONTROL
 ME0291  ___________________________________________________________________
 ME0291* NAD 83(1986)-  41 21 45.     (N)    086 27 17.     (W)     SCALED    
 ME0291* NAVD 88     -       226.071  (meters)     741.70   (feet)  ADJUSTED  
 ME0291  ___________________________________________________________________
 ME0291  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0291  DYNAMIC HT  -         225.979 (meters)     741.40  (feet)  COMP
 ME0291  MODELED GRAV-     980,209.7   (mgal)                       NAVD 88
 ME0291
 ME0291  VERT ORDER  -  FIRST     CLASS I
 ME0291
 ME0291.The horizontal coordinates were scaled from a topographic map and have
 ME0291.an estimated accuracy of +/- 6 seconds.
 ME0291
 ME0291.The orthometric height was determined by differential leveling
 ME0291.and adjusted by the National Geodetic Survey in April 1995..
 ME0291
 ME0291.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0291
 ME0291  NAVD 88 (06/15/91)  226.066  (m)          741.68   (f) UNKNOWN     1 1
 ME0291  NGVD 29 (01/19/93)  226.181  (m)          742.06   (f) ADJUSTED    1 1
 ME0291
 ME0291.Superseded values are not recommended for survey control.
 ME0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0291.See file dsdata.txt to determine how the superseded data were derived.
 ME0291
 ME0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL456791(NAD 83)
 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             NGS
 ME0291  HISTORY     - 1984     GOOD             USPSQD
 ME0291  HISTORY     - 1988     GOOD             USPSQD
 ME0291  HISTORY     - 19920907 GOOD             NGS
 ME0291
 ME0291                          STATION DESCRIPTION
 ME0291
 ME0291'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0522 ***********************************************************************
 LB0522  DESIGNATION -  H 207
 LB0522  PID         -  LB0522
 LB0522  STATE/COUNTY-  IN/TIPTON
 LB0522  USGS QUAD   -  KEMPTON (1980)
 LB0522
 LB0522                         *CURRENT SURVEY CONTROL
 LB0522  ___________________________________________________________________
 LB0522* NAD 83(1986)-  40 16 28.     (N)    086 10 03.     (W)     SCALED    
 LB0522* NAVD 88     -       278.540  (meters)     913.84   (feet)  ADJUSTED  
 LB0522  ___________________________________________________________________
 LB0522  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LB0522  DYNAMIC HT  -         278.388 (meters)     913.34  (feet)  COMP
 LB0522  MODELED GRAV-     980,071.4   (mgal)                       NAVD 88
 LB0522
 LB0522  VERT ORDER  -  SECOND    CLASS 0
 LB0522
 LB0522.The horizontal coordinates were scaled from a topographic map and have
 LB0522.an estimated accuracy of +/- 6 seconds.
 LB0522
 LB0522.The orthometric height was determined by differential leveling
 LB0522.and adjusted by the National Geodetic Survey in June 1991..
 LB0522
 LB0522.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0522.See file dsdata.txt to determine how the superseded data were derived.
 LB0522
 LB0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK707585(NAD 83)
 LB0522_MARKER: DB = BENCH MARK DISK
 LB0522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0522_SP_SET: CULVERT HEADWALL
 LB0522_STAMPING: H 207 1946
 LB0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0467 ***********************************************************************
 LB0467  DESIGNATION -  H 208
 LB0467  PID         -  LB0467
 LB0467  STATE/COUNTY-  IN/TIPTON
 LB0467  USGS QUAD   -  KOKOMO EAST (1994)
 LB0467
 LB0467                         *CURRENT SURVEY CONTROL
 LB0467  ___________________________________________________________________
 LB0467* NAD 83(1986)-  40 22 45.     (N)    086 06 33.     (W)     SCALED    
 LB0467* NAVD 88     -       270.482  (meters)     887.41   (feet)  ADJUSTED  
 LB0467  ___________________________________________________________________
 LB0467  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 LB0467  DYNAMIC HT  -         270.338 (meters)     886.93  (feet)  COMP
 LB0467  MODELED GRAV-     980,087.0   (mgal)                       NAVD 88
 LB0467
 LB0467  VERT ORDER  -  SECOND    CLASS 0
 LB0467
 LB0467.The horizontal coordinates were scaled from a topographic map and have
 LB0467.an estimated accuracy of +/- 6 seconds.
 LB0467
 LB0467.The orthometric height was determined by differential leveling
 LB0467.and adjusted by the National Geodetic Survey in June 1991..
 LB0467
 LB0467.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0467.See file dsdata.txt to determine how the superseded data were derived.
 LB0467
 LB0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK756702(NAD 83)
 LB0467_MARKER: DB = BENCH MARK DISK
 LB0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0467_STAMPING: H 208 1946
 LB0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0467+STABILITY: SURFACE MOTION
 LB0467
 LB0467  HISTORY     - Date     Condition        Report By
 LB0467  HISTORY     - 1946     MONUMENTED       CGS
 LB0467  HISTORY     - 1959     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1959
 LB0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0572 ***********************************************************************
 LB0572  DESIGNATION -  H 209 RESET 1953
 LB0572  PID         -  LB0572
 LB0572  STATE/COUNTY-  IN/HAMILTON
 LB0572  USGS QUAD   -  NOBLESVILLE (1992)
 LB0572
 LB0572                         *CURRENT SURVEY CONTROL
 LB0572  ___________________________________________________________________
 LB0572* NAD 83(1986)-  40 06 59.     (N)    086 00 47.     (W)     SCALED    
 LB0572* NAVD 88     -       252.37   (meters)     828.0    (feet)  RESET     
 LB0572  ___________________________________________________________________
 LB0572  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 LB0572
 LB0572  VERT ORDER  -  THIRD
 LB0572
 LB0572.The horizontal coordinates were scaled from a topographic map and have
 LB0572.an estimated accuracy of +/- 6 seconds.
 LB0572
 LB0572.The orthometric height was computed from unverified reset data.
 LB0572
 LB0572.The geoid height was determined by GEOID03.
 LB0572
 LB0572;                    North         East    Units  Estimated Accuracy
 LB0572;SPC IN E     -   540,500.       70,470.      MT  (+/- 180 meters Scaled)
 LB0572
 LB0572                          SUPERSEDED SURVEY CONTROL
 LB0572
 LB0572.No superseded survey control is available for this station.
 LB0572
 LB0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK841411(NAD 83)
 LB0572_MARKER: DB = BENCH MARK DISK
 LB0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0572_STAMPING: H 209 RESET 1953
 LB0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0572+STABILITY: SURFACE MOTION
 LB0572
 LB0572  HISTORY     - Date     Condition        Report By
 LB0572  HISTORY     - 1953     MONUMENTED       INHD
 LB0572  HISTORY     - 1954     GOOD             NGS
 LB0572
 LB0572                          STATION DESCRIPTION
 LB0572
 LB0572'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0759 ***********************************************************************
 MD0759  DESIGNATION -  H 21
 MD0759  PID         -  MD0759
 MD0759  STATE/COUNTY-  IN/NOBLE
 MD0759  USGS QUAD   -  KENDALLVILLE (1979)
 MD0759
 MD0759                         *CURRENT SURVEY CONTROL
 MD0759  ___________________________________________________________________
 MD0759* NAD 83(1986)-  41 26 42.     (N)    085 16 09.     (W)     SCALED    
 MD0759* NAVD 88     -       297.496  (meters)     976.03   (feet)  ADJUSTED  
 MD0759  ___________________________________________________________________
 MD0759  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 MD0759  DYNAMIC HT  -         297.378 (meters)     975.65  (feet)  COMP
 MD0759  MODELED GRAV-     980,216.8   (mgal)                       NAVD 88
 MD0759
 MD0759  VERT ORDER  -  SECOND    CLASS 0
 MD0759
 MD0759.The horizontal coordinates were scaled from a topographic map and have
 MD0759.an estimated accuracy of +/- 6 seconds.
 MD0759
 MD0759.The orthometric height was determined by differential leveling
 MD0759.and adjusted by the National Geodetic Survey in June 1991..
 MD0759.WARNING-Repeat measurements at this control monument indicate possible
 MD0759.vertical movement.
 MD0759
 MD0759.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0759.See file dsdata.txt to determine how the superseded data were derived.
 MD0759
 MD0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL445896(NAD 83)
 MD0759_MARKER: DB = BENCH MARK DISK
 MD0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0759_STAMPING: H 21 1934
 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             NGS
 MD0759  HISTORY     - 1973     POOR             NGS
 MD0759
 MD0759                          STATION DESCRIPTION
 MD0759
 MD0759'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0488 ***********************************************************************
 LB0488  DESIGNATION -  H 210
 LB0488  PID         -  LB0488
 LB0488  STATE/COUNTY-  IN/CLINTON
 LB0488  USGS QUAD   -  SHERIDAN (1992)
 LB0488
 LB0488                         *CURRENT SURVEY CONTROL
 LB0488  ___________________________________________________________________
 LB0488* NAD 83(1986)-  40 12 58.     (N)    086 14 34.     (W)     SCALED    
 LB0488* NAVD 88     -       284.395  (meters)     933.05   (feet)  ADJUSTED  
 LB0488  ___________________________________________________________________
 LB0488  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 LB0488  DYNAMIC HT  -         284.238 (meters)     932.54  (feet)  COMP
 LB0488  MODELED GRAV-     980,068.0   (mgal)                       NAVD 88
 LB0488
 LB0488  VERT ORDER  -  SECOND    CLASS 0
 LB0488
 LB0488.The horizontal coordinates were scaled from a topographic map and have
 LB0488.an estimated accuracy of +/- 6 seconds.
 LB0488
 LB0488.The orthometric height was determined by differential leveling
 LB0488.and adjusted by the National Geodetic Survey in June 1991..
 LB0488
 LB0488.The geoid height was determined by GEOID03.
 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     -   551,850.      971,550.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0488.See file dsdata.txt to determine how the superseded data were derived.
 LB0488
 LB0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK644520(NAD 83)
 LB0488_MARKER: DB = BENCH MARK DISK
 LB0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0488_STAMPING: H 210 1946
 LB0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0488+STABILITY: SURFACE MOTION
 LB0488
 LB0488  HISTORY     - Date     Condition        Report By
 LB0488  HISTORY     - 1946     MONUMENTED       CGS
 LB0488  HISTORY     - 1961     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1961
 LB0488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0480 ***********************************************************************
 LB0480  DESIGNATION -  H 211
 LB0480  PID         -  LB0480
 LB0480  STATE/COUNTY-  IN/HAMILTON
 LB0480  USGS QUAD   -  SHERIDAN (1992)
 LB0480
 LB0480                         *CURRENT SURVEY CONTROL
 LB0480  ___________________________________________________________________
 LB0480* NAD 83(1986)-  40 09 57.     (N)    086 13 24.     (W)     SCALED    
 LB0480* NAVD 88     -       285.749  (meters)     937.49   (feet)  ADJUSTED  
 LB0480  ___________________________________________________________________
 LB0480  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 LB0480  DYNAMIC HT  -         285.591 (meters)     936.98  (feet)  COMP
 LB0480  MODELED GRAV-     980,064.8   (mgal)                       NAVD 88
 LB0480
 LB0480  VERT ORDER  -  SECOND    CLASS 0
 LB0480
 LB0480.The horizontal coordinates were scaled from a topographic map and have
 LB0480.an estimated accuracy of +/- 6 seconds.
 LB0480
 LB0480.The orthometric height was determined by differential leveling
 LB0480.and adjusted by the National Geodetic Survey in June 1991..
 LB0480
 LB0480.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0480.See file dsdata.txt to determine how the superseded data were derived.
 LB0480
 LB0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK661464(NAD 83)
 LB0480_MARKER: DB = BENCH MARK DISK
 LB0480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0480_SP_SET: BOX CULVERT HEADWALL
 LB0480_STAMPING: H 211 1946
 LB0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0480
 LB0480  HISTORY     - Date     Condition        Report By
 LB0480  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0440 ***********************************************************************
 LB0440  DESIGNATION -  H 212
 LB0440  PID         -  LB0440
 LB0440  STATE/COUNTY-  IN/CLINTON
 LB0440  USGS QUAD   -  HILLISBURG (1977)
 LB0440
 LB0440                         *CURRENT SURVEY CONTROL
 LB0440  ___________________________________________________________________
 LB0440* NAD 83(1986)-  40 21 26.     (N)    086 21 19.     (W)     SCALED    
 LB0440* NAVD 88     -       262.540  (meters)     861.35   (feet)  ADJUSTED  
 LB0440  ___________________________________________________________________
 LB0440  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 LB0440  DYNAMIC HT  -         262.401 (meters)     860.89  (feet)  COMP
 LB0440  MODELED GRAV-     980,088.5   (mgal)                       NAVD 88
 LB0440
 LB0440  VERT ORDER  -  SECOND    CLASS 0
 LB0440
 LB0440.The horizontal coordinates were scaled from a topographic map and have
 LB0440.an estimated accuracy of +/- 6 seconds.
 LB0440
 LB0440.The orthometric height was determined by differential leveling
 LB0440.and adjusted by the National Geodetic Survey in June 1991..
 LB0440
 LB0440.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0440.See file dsdata.txt to determine how the superseded data were derived.
 LB0440
 LB0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK547676(NAD 83)
 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_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 = OCTOBER  6, 2006
 LA0909 ***********************************************************************
 LA0909  DESIGNATION -  H 214
 LA0909  PID         -  LA0909
 LA0909  STATE/COUNTY-  IN/HUNTINGTON
 LA0909  USGS QUAD   -  LIBERTY CENTER (1962)
 LA0909
 LA0909                         *CURRENT SURVEY CONTROL
 LA0909  ___________________________________________________________________
 LA0909* NAD 83(1986)-  40 41 56.     (N)    085 22 23.     (W)     SCALED    
 LA0909* NAVD 88     -       259.217  (meters)     850.45   (feet)  ADJUSTED  
 LA0909  ___________________________________________________________________
 LA0909  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 LA0909  DYNAMIC HT  -         259.090 (meters)     850.03  (feet)  COMP
 LA0909  MODELED GRAV-     980,126.2   (mgal)                       NAVD 88
 LA0909
 LA0909  VERT ORDER  -  SECOND    CLASS 0
 LA0909
 LA0909.The horizontal coordinates were scaled from a topographic map and have
 LA0909.an estimated accuracy of +/- 6 seconds.
 LA0909
 LA0909.The orthometric height was determined by differential leveling
 LA0909.and adjusted by the National Geodetic Survey in June 1991..
 LA0909
 LA0909.The geoid height was determined by GEOID03.
 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     -   605,160.      124,810.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0909.See file dsdata.txt to determine how the superseded data were derived.
 LA0909
 LA0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL374066(NAD 83)
 LA0909_MARKER: DB = BENCH MARK DISK
 LA0909_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0909_SP_SET: BRIDGE
 LA0909_STAMPING: H 214 1947
 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 = OCTOBER  6, 2006
 LA0939 ***********************************************************************
 LA0939  DESIGNATION -  H 215
 LA0939  PID         -  LA0939
 LA0939  STATE/COUNTY-  IN/BLACKFORD
 LA0939  USGS QUAD   -  MONTPELIER (1962)
 LA0939
 LA0939                         *CURRENT SURVEY CONTROL
 LA0939  ___________________________________________________________________
 LA0939* NAD 83(1986)-  40 33 06.     (N)    085 19 59.     (W)     SCALED    
 LA0939* NAVD 88     -       267.257  (meters)     876.83   (feet)  ADJUSTED  
 LA0939  ___________________________________________________________________
 LA0939  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 LA0939  DYNAMIC HT  -         267.122 (meters)     876.38  (feet)  COMP
 LA0939  MODELED GRAV-     980,111.0   (mgal)                       NAVD 88
 LA0939
 LA0939  VERT ORDER  -  SECOND    CLASS 0
 LA0939
 LA0939.The horizontal coordinates were scaled from a topographic map and have
 LA0939.an estimated accuracy of +/- 6 seconds.
 LA0939
 LA0939.The orthometric height was determined by differential leveling
 LA0939.and adjusted by the National Geodetic Survey in June 1991..
 LA0939
 LA0939.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0939.See file dsdata.txt to determine how the superseded data were derived.
 LA0939
 LA0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK411903(NAD 83)
 LA0939_MARKER: DB = BENCH MARK DISK
 LA0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0939_STAMPING: H 215 1947
 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 = OCTOBER  6, 2006
 LA0958 ***********************************************************************
 LA0958  DESIGNATION -  H 216
 LA0958  PID         -  LA0958
 LA0958  STATE/COUNTY-  IN/WELLS
 LA0958  USGS QUAD   -  LIBERTY CENTER (1962)
 LA0958
 LA0958                         *CURRENT SURVEY CONTROL
 LA0958  ___________________________________________________________________
 LA0958* NAD 83(1986)-  40 39 16.     (N)    085 19 00.     (W)     SCALED    
 LA0958* NAVD 88     -       262.801  (meters)     862.21   (feet)  ADJUSTED  
 LA0958  ___________________________________________________________________
 LA0958  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 LA0958  DYNAMIC HT  -         262.671 (meters)     861.78  (feet)  COMP
 LA0958  MODELED GRAV-     980,122.3   (mgal)                       NAVD 88
 LA0958
 LA0958  VERT ORDER  -  SECOND    CLASS 0
 LA0958
 LA0958.The horizontal coordinates were scaled from a topographic map and have
 LA0958.an estimated accuracy of +/- 6 seconds.
 LA0958
 LA0958.The orthometric height was determined by differential leveling
 LA0958.and adjusted by the National Geodetic Survey in June 1991..
 LA0958
 LA0958.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0958.See file dsdata.txt to determine how the superseded data were derived.
 LA0958
 LA0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL423017(NAD 83)
 LA0958_MARKER: DB = BENCH MARK DISK
 LA0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0958_STAMPING: H 216 1947
 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             NGS
 LA0958
 LA0958                          STATION DESCRIPTION
 LA0958
 LA0958'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1237 ***********************************************************************
 LA1237  DESIGNATION -  H 217
 LA1237  PID         -  LA1237
 LA1237  STATE/COUNTY-  IN/DELAWARE
 LA1237  USGS QUAD   -  HARTFORD CITY WEST (1994)
 LA1237
 LA1237                         *CURRENT SURVEY CONTROL
 LA1237  ___________________________________________________________________
 LA1237* NAD 83(1986)-  40 22 43.     (N)    085 29 39.     (W)     SCALED    
 LA1237* NAVD 88     -       267.844  (meters)     878.75   (feet)  ADJUSTED  
 LA1237  ___________________________________________________________________
 LA1237  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 LA1237  DYNAMIC HT  -         267.706 (meters)     878.30  (feet)  COMP
 LA1237  MODELED GRAV-     980,105.0   (mgal)                       NAVD 88
 LA1237
 LA1237  VERT ORDER  -  SECOND    CLASS 0
 LA1237
 LA1237.The horizontal coordinates were scaled from a topographic map and have
 LA1237.an estimated accuracy of +/- 6 seconds.
 LA1237
 LA1237.The orthometric height was determined by differential leveling
 LA1237.and adjusted by the National Geodetic Survey in June 1991..
 LA1237
 LA1237.The geoid height was determined by GEOID03.
 LA1237
 LA1237.The dynamic height is computed by dividing the NAVD 88
 LA1237.geopotential number by the normal gravity value computed on the
 LA1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1237.degrees latitude (g = 980.6199 gals.).
 LA1237
 LA1237.The modeled gravity was interpolated from observed gravity values.
 LA1237
 LA1237;                    North         East    Units  Estimated Accuracy
 LA1237;SPC IN E     -   569,570.      114,650.      MT  (+/- 180 meters Scaled)
 LA1237
 LA1237                          SUPERSEDED SURVEY CONTROL
 LA1237
 LA1237  NGVD 29 (??/??/92)  267.981  (m)          879.20   (f) ADJ UNCH    2 0
 LA1237
 LA1237.Superseded values are not recommended for survey control.
 LA1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1237.See file dsdata.txt to determine how the superseded data were derived.
 LA1237
 LA1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK278708(NAD 83)
 LA1237_MARKER: DB = BENCH MARK DISK
 LA1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1237_STAMPING: H 217 1947
 LA1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1237+STABILITY: SURFACE MOTION
 LA1237
 LA1237  HISTORY     - Date     Condition        Report By
 LA1237  HISTORY     - 1947     MONUMENTED       CGS
 LA1237
 LA1237                          STATION DESCRIPTION
 LA1237
 LA1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA1237'0.6 MI S FROM MATTHEWS.
 LA1237'ABOUT 0.65 MILE SOUTH ALONG U.S. HIGHWAY 35 FROM THE JUNCTION
 LA1237'OF STATE HIGHWAY 221 AT MATTHEWS, AT THE GRANT-DELAWARE COUNTY
 LA1237'LINE CROSSROAD, 30.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LA1237'16 FEET SOUTH OF THE CENTER LINE OF THE COUNTY LINE ROAD, 10
 LA1237'FEET WEST OF A CONCRETE FENCE CORNER POST, 1 FOOT NORTH OF THE
 LA1237'FENCE LINE, 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 LA1237'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 LA1237'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1521 ***********************************************************************
 LA1521  DESIGNATION -  H 218
 LA1521  PID         -  LA1521
 LA1521  STATE/COUNTY-  IN/MADISON
 LA1521  USGS QUAD   -  GILMAN (1994)
 LA1521
 LA1521                         *CURRENT SURVEY CONTROL
 LA1521  ___________________________________________________________________
 LA1521* NAD 83(1986)-  40 14 53.     (N)    085 34 33.     (W)     SCALED    
 LA1521* NAVD 88     -       278.317  (meters)     913.11   (feet)  ADJUSTED  
 LA1521  ___________________________________________________________________
 LA1521  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LA1521  DYNAMIC HT  -         278.171 (meters)     912.63  (feet)  COMP
 LA1521  MODELED GRAV-     980,094.9   (mgal)                       NAVD 88
 LA1521
 LA1521  VERT ORDER  -  SECOND    CLASS 0
 LA1521
 LA1521.The horizontal coordinates were scaled from a topographic map and have
 LA1521.an estimated accuracy of +/- 6 seconds.
 LA1521
 LA1521.The orthometric height was determined by differential leveling
 LA1521.and adjusted by the National Geodetic Survey in June 1991..
 LA1521
 LA1521.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1521.See file dsdata.txt to determine how the superseded data were derived.
 LA1521
 LA1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK211562(NAD 83)
 LA1521_MARKER: DB = BENCH MARK DISK
 LA1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1521_STAMPING: H 218 1947
 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 = OCTOBER  6, 2006
 LA1224 ***********************************************************************
 LA1224  DESIGNATION -  H 219
 LA1224  PID         -  LA1224
 LA1224  STATE/COUNTY-  IN/DELAWARE
 LA1224  USGS QUAD   -  MUNCIE WEST (1992)
 LA1224
 LA1224                         *CURRENT SURVEY CONTROL
 LA1224  ___________________________________________________________________
 LA1224* NAD 83(1986)-  40 14 18.     (N)    085 23 12.     (W)     SCALED    
 LA1224* NAVD 88     -       285.977  (meters)     938.24   (feet)  ADJUSTED  
 LA1224  ___________________________________________________________________
 LA1224  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 LA1224  DYNAMIC HT  -         285.826 (meters)     937.75  (feet)  COMP
 LA1224  MODELED GRAV-     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 topographic map and have
 LA1224.an estimated accuracy of +/- 6 seconds.
 LA1224
 LA1224.The orthometric height was determined by differential leveling
 LA1224.and adjusted by the National Geodetic Survey in June 1991..
 LA1224
 LA1224.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1224.See file dsdata.txt to determine how the superseded data were derived.
 LA1224
 LA1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK372554(NAD 83)
 LA1224_MARKER: DB = BENCH MARK DISK
 LA1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1224_STAMPING: H 219
 LA1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1224+STABILITY: SURFACE MOTION
 LA1224
 LA1224  HISTORY     - Date     Condition        Report By
 LA1224  HISTORY     - UNK      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 = OCTOBER  6, 2006
 MD0685 ***********************************************************************
 MD0685  DESIGNATION -  H 22
 MD0685  PID         -  MD0685
 MD0685  STATE/COUNTY-  IN/DE KALB
 MD0685  USGS QUAD   -  WATERLOO (1979)
 MD0685
 MD0685                         *CURRENT SURVEY CONTROL
 MD0685  ___________________________________________________________________
 MD0685* NAD 83(1986)-  41 28 23.     (N)    085 01 14.     (W)     SCALED    
 MD0685* NAVD 88     -       290.245  (meters)     952.25   (feet)  ADJUSTED  
 MD0685  ___________________________________________________________________
 MD0685  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 MD0685  DYNAMIC HT  -         290.132 (meters)     951.87  (feet)  COMP
 MD0685  MODELED GRAV-     980,228.4   (mgal)                       NAVD 88
 MD0685
 MD0685  VERT ORDER  -  SECOND    CLASS 0
 MD0685
 MD0685.The horizontal coordinates were scaled from a topographic map and have
 MD0685.an estimated accuracy of +/- 6 seconds.
 MD0685
 MD0685.The orthometric height was determined by differential leveling
 MD0685.and adjusted by the National Geodetic Survey in June 1991..
 MD0685
 MD0685.The geoid height was determined by GEOID03.
 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     -   691,300.      153,970.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0685.See file dsdata.txt to determine how the superseded data were derived.
 MD0685
 MD0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL652931(NAD 83)
 MD0685_MARKER: DB = BENCH MARK DISK
 MD0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0685_STAMPING: H 22 1934
 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             NGS
 MD0685
 MD0685                          STATION DESCRIPTION
 MD0685
 MD0685'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1247 ***********************************************************************
 LA1247  DESIGNATION -  H 220
 LA1247  PID         -  LA1247
 LA1247  STATE/COUNTY-  IN/BLACKFORD
 LA1247  USGS QUAD   -  HARTFORD CITY EAST (1994)
 LA1247
 LA1247                         *CURRENT SURVEY CONTROL
 LA1247  ___________________________________________________________________
 LA1247* NAD 83(1986)-  40 24 17.     (N)    085 16 33.     (W)     SCALED    
 LA1247* NAVD 88     -       286.576  (meters)     940.21   (feet)  ADJUSTED  
 LA1247  ___________________________________________________________________
 LA1247  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 LA1247  DYNAMIC HT  -         286.430 (meters)     939.73  (feet)  COMP
 LA1247  MODELED GRAV-     980,105.7   (mgal)                       NAVD 88
 LA1247
 LA1247  VERT ORDER  -  SECOND    CLASS 0
 LA1247
 LA1247.The horizontal coordinates were scaled from a topographic map and have
 LA1247.an estimated accuracy of +/- 6 seconds.
 LA1247
 LA1247.The orthometric height was determined by differential leveling
 LA1247.and adjusted by the National Geodetic Survey in June 1991..
 LA1247
 LA1247.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1247.See file dsdata.txt to determine how the superseded data were derived.
 LA1247
 LA1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK463741(NAD 83)
 LA1247_MARKER: DB = BENCH MARK DISK
 LA1247_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1247_SP_SET: BUILDING
 LA1247_STAMPING: H 220 1947
 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 = OCTOBER  6, 2006
 MD0548 ***********************************************************************
 MD0548  DESIGNATION -  H 221
 MD0548  PID         -  MD0548
 MD0548  STATE/COUNTY-  IN/ALLEN
 MD0548  USGS QUAD   -  MAPLES (1992)
 MD0548
 MD0548                         *CURRENT SURVEY CONTROL
 MD0548  ___________________________________________________________________
 MD0548* NAD 83(1986)-  41 03 38.     (N)    084 58 51.     (W)     SCALED    
 MD0548* NAVD 88     -       239.900  (meters)     787.07   (feet)  ADJUSTED  
 MD0548  ___________________________________________________________________
 MD0548  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 MD0548  DYNAMIC HT  -         239.803 (meters)     786.75  (feet)  COMP
 MD0548  MODELED GRAV-     980,211.0   (mgal)                       NAVD 88
 MD0548
 MD0548  VERT ORDER  -  SECOND    CLASS 0
 MD0548
 MD0548.The horizontal coordinates were scaled from a topographic map and have
 MD0548.an estimated accuracy of +/- 6 seconds.
 MD0548
 MD0548.The orthometric height was determined by differential leveling
 MD0548.and adjusted by the National Geodetic Survey in June 1991..
 MD0548
 MD0548.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0548.See file dsdata.txt to determine how the superseded data were derived.
 MD0548
 MD0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL696474(NAD 83)
 MD0548_MARKER: DB = BENCH MARK DISK
 MD0548_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0548_SP_SET: CULVERT
 MD0548_STAMPING: H-221-1947
 MD0548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1971 ***********************************************************************
 LA1971  DESIGNATION -  H 222 RESET
 LA1971  PID         -  LA1971
 LA1971  STATE/COUNTY-  IN/ALLEN
 LA1971  USGS QUAD   -  DIXON (1994)
 LA1971
 LA1971                         *CURRENT SURVEY CONTROL
 LA1971  ___________________________________________________________________
 LA1971* NAD 83(1986)-  40 59 53.     (N)    084 48 13.     (W)     SCALED    
 LA1971* NAVD 88     -       237.12   (+/-2cm)     778.0    (feet)  VERTCON   
 LA1971  ___________________________________________________________________
 LA1971  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 LA1971
 LA1971  VERT ORDER  -  THIRD (See Below)
 LA1971
 LA1971.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 LA1971
 LA1971.The geoid height was determined by GEOID03.
 LA1971
 LA1971;                    North         East    Units  Estimated Accuracy
 LA1971;SPC IN E     -   638,700.      172,610.      MT  (+/- 180 meters Scaled)
 LA1971
 LA1971                          SUPERSEDED SURVEY CONTROL
 LA1971
 LA1971  NGVD 29 (04/16/04)  237.27   (m)          778.4    (f) RESET       3  
 LA1971
 LA1971.Superseded values are not recommended for survey control.
 LA1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1971.See file dsdata.txt to determine how the superseded data were derived.
 LA1971
 LA1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL847408(NAD 83)
 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 = OCTOBER  6, 2006
 LA0698 ***********************************************************************
 LA0698  DESIGNATION -  H 223
 LA0698  PID         -  LA0698
 LA0698  STATE/COUNTY-  IN/ADAMS
 LA0698  USGS QUAD   -  HOAGLAND (1994)
 LA0698
 LA0698                         *CURRENT SURVEY CONTROL
 LA0698  ___________________________________________________________________
 LA0698* NAD 83(1986)-  40 52 35.     (N)    084 55 12.     (W)     SCALED    
 LA0698* NAVD 88     -       246.115  (meters)     807.46   (feet)  ADJUSTED  
 LA0698  ___________________________________________________________________
 LA0698  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 LA0698  DYNAMIC HT  -         246.009 (meters)     807.11  (feet)  COMP
 LA0698  MODELED GRAV-     980,185.7   (mgal)                       NAVD 88
 LA0698
 LA0698  VERT ORDER  -  SECOND    CLASS 0
 LA0698
 LA0698.The horizontal coordinates were scaled from a topographic map and have
 LA0698.an estimated accuracy of +/- 6 seconds.
 LA0698
 LA0698.The orthometric height was determined by differential leveling
 LA0698.and adjusted by the National Geodetic Survey in June 1991..
 LA0698
 LA0698.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0698.See file dsdata.txt to determine how the superseded data were derived.
 LA0698
 LA0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL752271(NAD 83)
 LA0698_MARKER: DB = BENCH MARK DISK
 LA0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0698_STAMPING: H 223 1947
 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 = OCTOBER  6, 2006
 LA0842 ***********************************************************************
 LA0842  DESIGNATION -  H 224
 LA0842  PID         -  LA0842
 LA0842  STATE/COUNTY-  IN/WELLS
 LA0842  USGS QUAD   -  BLUFFTON (1988)
 LA0842
 LA0842                         *CURRENT SURVEY CONTROL
 LA0842  ___________________________________________________________________
 LA0842* NAD 83(1986)-  40 44 33.     (N)    085 07 36.     (W)     SCALED    
 LA0842* NAVD 88     -       259.045  (meters)     849.88   (feet)  ADJUSTED  
 LA0842  ___________________________________________________________________
 LA0842  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 LA0842  DYNAMIC HT  -         258.923 (meters)     849.48  (feet)  COMP
 LA0842  MODELED GRAV-     980,145.2   (mgal)                       NAVD 88
 LA0842
 LA0842  VERT ORDER  -  SECOND    CLASS 0
 LA0842
 LA0842.The horizontal coordinates were scaled from a topographic map and have
 LA0842.an estimated accuracy of +/- 6 seconds.
 LA0842
 LA0842.The orthometric height was determined by differential leveling
 LA0842.and adjusted by the National Geodetic Survey in June 1991..
 LA0842
 LA0842.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0842.See file dsdata.txt to determine how the superseded data were derived.
 LA0842
 LA0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL581118(NAD 83)
 LA0842_MARKER: DB = BENCH MARK DISK
 LA0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0842_STAMPING: H 224 1947
 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 = OCTOBER  6, 2006
 LA0836 ***********************************************************************
 LA0836  DESIGNATION -  H 225
 LA0836  PID         -  LA0836
 LA0836  STATE/COUNTY-  IN/ADAMS
 LA0836  USGS QUAD   -  LINN GROVE (1994)
 LA0836
 LA0836                         *CURRENT SURVEY CONTROL
 LA0836  ___________________________________________________________________
 LA0836* NAD 83(1986)-  40 39 19.     (N)    085 04 06.     (W)     SCALED    
 LA0836* NAVD 88     -       252.696  (meters)     829.05   (feet)  ADJUSTED  
 LA0836  ___________________________________________________________________
 LA0836  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 LA0836  DYNAMIC HT  -         252.574 (meters)     828.65  (feet)  COMP
 LA0836  MODELED GRAV-     980,137.0   (mgal)                       NAVD 88
 LA0836
 LA0836  VERT ORDER  -  SECOND    CLASS 0
 LA0836
 LA0836.The horizontal coordinates were scaled from a topographic map and have
 LA0836.an estimated accuracy of +/- 6 seconds.
 LA0836
 LA0836.The orthometric height was determined by differential leveling
 LA0836.and adjusted by the National Geodetic Survey in June 1991..
 LA0836
 LA0836.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0836.See file dsdata.txt to determine how the superseded data were derived.
 LA0836
 LA0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL633022(NAD 83)
 LA0836_MARKER: DB = BENCH MARK DISK
 LA0836_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0836_SP_SET: DRAIN BOX
 LA0836_STAMPING: H 225 1947
 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 = OCTOBER  6, 2006
 LA0648 ***********************************************************************
 LA0648  DESIGNATION -  H 226
 LA0648  PID         -  LA0648
 LA0648  STATE/COUNTY-  IN/JAY
 LA0648  USGS QUAD   -  GENEVA (1994)
 LA0648
 LA0648                         *CURRENT SURVEY CONTROL
 LA0648  ___________________________________________________________________
 LA0648* NAD 83(1986)-  40 31 35.     (N)    084 58 09.     (W)     SCALED    
 LA0648* NAVD 88     -       262.831  (meters)     862.30   (feet)  ADJUSTED  
 LA0648  ___________________________________________________________________
 LA0648  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 LA0648  DYNAMIC HT  -         262.703 (meters)     861.88  (feet)  COMP
 LA0648  MODELED GRAV-     980,131.3   (mgal)                       NAVD 88
 LA0648
 LA0648  VERT ORDER  -  SECOND    CLASS 0
 LA0648
 LA0648.The horizontal coordinates were scaled from a topographic map and have
 LA0648.an estimated accuracy of +/- 6 seconds.
 LA0648
 LA0648.The orthometric height was determined by differential leveling
 LA0648.and adjusted by the National Geodetic Survey in June 1991..
 LA0648
 LA0648.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0648.See file dsdata.txt to determine how the superseded data were derived.
 LA0648
 LA0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK720881(NAD 83)
 LA0648_MARKER: DB = BENCH MARK DISK
 LA0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0648_STAMPING: H 226 1947
 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 = OCTOBER  6, 2006
 LA0537 ***********************************************************************
 LA0537  DESIGNATION -  H 227
 LA0537  PID         -  LA0537
 LA0537  STATE/COUNTY-  IN/JAY
 LA0537  USGS QUAD   -  GENEVA (1994)
 LA0537
 LA0537                         *CURRENT SURVEY CONTROL
 LA0537  ___________________________________________________________________
 LA0537* NAD 83(1986)-  40 32 33.     (N)    084 52 38.     (W)     SCALED    
 LA0537* NAVD 88     -       265.277  (meters)     870.33   (feet)  ADJUSTED  
 LA0537  ___________________________________________________________________
 LA0537  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 LA0537  DYNAMIC HT  -         265.149 (meters)     869.91  (feet)  COMP
 LA0537  MODELED GRAV-     980,135.5   (mgal)                       NAVD 88
 LA0537
 LA0537  VERT ORDER  -  SECOND    CLASS 0
 LA0537
 LA0537.The horizontal coordinates were scaled from a topographic map and have
 LA0537.an estimated accuracy of +/- 6 seconds.
 LA0537
 LA0537.The orthometric height was determined by differential leveling
 LA0537.and adjusted by the National Geodetic Survey in June 1991..
 LA0537
 LA0537.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0537.See file dsdata.txt to determine how the superseded data were derived.
 LA0537
 LA0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK797901(NAD 83)
 LA0537_MARKER: DB = BENCH MARK DISK
 LA0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0537_STAMPING: H 227 1947
 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 = OCTOBER  6, 2006
 LA0538 ***********************************************************************
 LA0538  DESIGNATION -  H 227 RESET 1962
 LA0538  PID         -  LA0538
 LA0538  STATE/COUNTY-  IN/JAY
 LA0538  USGS QUAD   -  GENEVA (1994)
 LA0538
 LA0538                         *CURRENT SURVEY CONTROL
 LA0538  ___________________________________________________________________
 LA0538* NAD 83(1986)-  40 32 33.     (N)    084 52 38.     (W)     SCALED    
 LA0538* NAVD 88     -       265.39   (meters)     870.7    (feet)  RESET     
 LA0538  ___________________________________________________________________
 LA0538  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 LA0538
 LA0538  VERT ORDER  -  THIRD
 LA0538
 LA0538.The horizontal coordinates were scaled from a topographic map and have
 LA0538.an estimated accuracy of +/- 6 seconds.
 LA0538
 LA0538.The orthometric height was computed from unverified reset data.
 LA0538
 LA0538.The geoid height was determined by GEOID03.
 LA0538
 LA0538;                    North         East    Units  Estimated Accuracy
 LA0538;SPC IN E     -   588,050.      166,880.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0538.See file dsdata.txt to determine how the superseded data were derived.
 LA0538
 LA0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK797901(NAD 83)
 LA0538_MARKER: DB = BENCH MARK DISK
 LA0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0538_STAMPING: H 227 1947 RESET 1962
 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 = OCTOBER  6, 2006
 LA0446 ***********************************************************************
 LA0446  DESIGNATION -  H 228
 LA0446  PID         -  LA0446
 LA0446  STATE/COUNTY-  IN/RANDOLPH
 LA0446  USGS QUAD   -  SPARTANBURG (1992)
 LA0446
 LA0446                         *CURRENT SURVEY CONTROL
 LA0446  ___________________________________________________________________
 LA0446* NAD 83(1986)-  40 03 50.     (N)    084 49 41.     (W)     SCALED    
 LA0446* NAVD 88     -       355.482  (meters)    1166.28   (feet)  ADJUSTED  
 LA0446  ___________________________________________________________________
 LA0446  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 LA0446  DYNAMIC HT  -         355.285 (meters)    1165.63  (feet)  COMP
 LA0446  MODELED GRAV-     980,059.0   (mgal)                       NAVD 88
 LA0446
 LA0446  VERT ORDER  -  SECOND    CLASS 0
 LA0446
 LA0446.The horizontal coordinates were scaled from a topographic map and have
 LA0446.an estimated accuracy of +/- 6 seconds.
 LA0446
 LA0446.The orthometric height was determined by differential leveling
 LA0446.and adjusted by the National Geodetic Survey in June 1991..
 LA0446
 LA0446.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0446.See file dsdata.txt to determine how the superseded data were derived.
 LA0446
 LA0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK852371(NAD 83)
 LA0446_MARKER: DB = BENCH MARK DISK
 LA0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0446_STAMPING: H 228 1947
 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 = OCTOBER  6, 2006
 LA0418 ***********************************************************************
 LA0418  DESIGNATION -  H 229
 LA0418  PID         -  LA0418
 LA0418  STATE/COUNTY-  IN/RANDOLPH
 LA0418  USGS QUAD   -  LYNN (1994)
 LA0418
 LA0418                         *CURRENT SURVEY CONTROL
 LA0418  ___________________________________________________________________
 LA0418* NAD 83(1986)-  40 03 47.     (N)    084 59 18.     (W)     SCALED    
 LA0418* NAVD 88     -       357.636  (meters)    1173.34   (feet)  ADJUSTED  
 LA0418  ___________________________________________________________________
 LA0418  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 LA0418  DYNAMIC HT  -         357.435 (meters)    1172.68  (feet)  COMP
 LA0418  MODELED GRAV-     980,054.9   (mgal)                       NAVD 88
 LA0418
 LA0418  VERT ORDER  -  SECOND    CLASS 0
 LA0418
 LA0418.The horizontal coordinates were scaled from a topographic map and have
 LA0418.an estimated accuracy of +/- 6 seconds.
 LA0418
 LA0418.The orthometric height was determined by differential leveling
 LA0418.and adjusted by the National Geodetic Survey in June 1991..
 LA0418
 LA0418.The geoid height was determined by GEOID03.
 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     -   534,740.      157,870.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0418.See file dsdata.txt to determine how the superseded data were derived.
 LA0418
 LA0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK715366(NAD 83)
 LA0418_MARKER: DB = BENCH MARK DISK
 LA0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0418_STAMPING: H 229 1947
 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 = OCTOBER  6, 2006
 LA1100 ***********************************************************************
 LA1100  DESIGNATION -  H 231
 LA1100  PID         -  LA1100
 LA1100  STATE/COUNTY-  IN/JAY
 LA1100  USGS QUAD   -  RIDGEVILLE (1994)
 LA1100
 LA1100                         *CURRENT SURVEY CONTROL
 LA1100  ___________________________________________________________________
 LA1100* NAD 83(1986)-  40 20 34.     (N)    085 03 24.     (W)     SCALED    
 LA1100* NAVD 88     -       306.375  (meters)    1005.17   (feet)  ADJUSTED  
 LA1100  ___________________________________________________________________
 LA1100  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 LA1100  DYNAMIC HT  -         306.218 (meters)    1004.65  (feet)  COMP
 LA1100  MODELED GRAV-     980,105.7   (mgal)                       NAVD 88
 LA1100
 LA1100  VERT ORDER  -  SECOND    CLASS 0
 LA1100
 LA1100.The horizontal coordinates were scaled from a topographic map and have
 LA1100.an estimated accuracy of +/- 6 seconds.
 LA1100
 LA1100.The orthometric height was determined by differential leveling
 LA1100.and adjusted by the National Geodetic Survey in June 1991..
 LA1100
 LA1100.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1100.See file dsdata.txt to determine how the superseded data were derived.
 LA1100
 LA1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK650676(NAD 83)
 LA1100_MARKER: DB = BENCH MARK DISK
 LA1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1100_STAMPING: H 231 1947
 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 = OCTOBER  6, 2006
 LA0394 ***********************************************************************
 LA0394  DESIGNATION -  H 232
 LA0394  PID         -  LA0394
 LA0394  STATE/COUNTY-  IN/RANDOLPH
 LA0394  USGS QUAD   -  COSMOS (1994)
 LA0394
 LA0394                         *CURRENT SURVEY CONTROL
 LA0394  ___________________________________________________________________
 LA0394* NAD 83(1986)-  40 16 54.     (N)    084 49 28.     (W)     SCALED    
 LA0394* NAVD 88     -       308.845  (meters)    1013.27   (feet)  ADJUSTED  
 LA0394  ___________________________________________________________________
 LA0394  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 LA0394  DYNAMIC HT  -         308.686 (meters)    1012.75  (feet)  COMP
 LA0394  MODELED GRAV-     980,102.5   (mgal)                       NAVD 88
 LA0394
 LA0394  VERT ORDER  -  SECOND    CLASS 0
 LA0394
 LA0394.The horizontal coordinates were scaled from a topographic map and have
 LA0394.an estimated accuracy of +/- 6 seconds.
 LA0394
 LA0394.The orthometric height was determined by differential leveling
 LA0394.and adjusted by the National Geodetic Survey in June 1991..
 LA0394
 LA0394.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0394.See file dsdata.txt to determine how the superseded data were derived.
 LA0394
 LA0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK849612(NAD 83)
 LA0394_MARKER: DB = BENCH MARK DISK
 LA0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0394_STAMPING: H 232 1947
 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 = OCTOBER  6, 2006
 ME2100 ***********************************************************************
 ME2100  DESIGNATION -  H 233 RESET 1978
 ME2100  PID         -  ME2100
 ME2100  STATE/COUNTY-  IN/LAKE
 ME2100  USGS QUAD   -  LAKE CALUMET (1997)
 ME2100
 ME2100                         *CURRENT SURVEY CONTROL
 ME2100  ___________________________________________________________________
 ME2100* NAD 83(1986)-  41 41 29.     (N)    087 30 34.     (W)     SCALED    
 ME2100* NAVD 88     -       178.99   (+/-2cm)     587.2    (feet)  VERTCON   
 ME2100  ___________________________________________________________________
 ME2100  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME2100
 ME2100  VERT ORDER  -  THIRD (See Below)
 ME2100
 ME2100.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2100
 ME2100.The geoid height was determined by GEOID03.
 ME2100
 ME2100;                    North         East    Units  Estimated Accuracy
 ME2100;SPC IN W     -   715,430.      864,530.      MT  (+/- 180 meters Scaled)
 ME2100
 ME2100                          SUPERSEDED SURVEY CONTROL
 ME2100
 ME2100  NGVD 29 (04/16/04)  179.10   (m)          587.6    (f) RESET       3  
 ME2100
 ME2100.Superseded values are not recommended for survey control.
 ME2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2100.See file dsdata.txt to determine how the superseded data were derived.
 ME2100
 ME2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM576156(NAD 83)
 ME2100_MARKER: DB = BENCH MARK DISK
 ME2100_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 ME2100_SP_SET: CONCRETE SLAB
 ME2100_STAMPING: H 233 RESET 1978
 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 = OCTOBER  6, 2006
 LA1187 ***********************************************************************
 LA1187  DESIGNATION -  H 234
 LA1187  PID         -  LA1187
 LA1187  STATE/COUNTY-  IN/BLACKFORD
 LA1187  USGS QUAD   -  HARTFORD CITY EAST (1994)
 LA1187
 LA1187                         *CURRENT SURVEY CONTROL
 LA1187  ___________________________________________________________________
 LA1187* NAD 83(1986)-  40 22 38.     (N)    085 22 11.     (W)     SCALED    
 LA1187* NAVD 88     -       282.238  (meters)     925.98   (feet)  ADJUSTED  
 LA1187  ___________________________________________________________________
 LA1187  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 LA1187  DYNAMIC HT  -         282.094 (meters)     925.50  (feet)  COMP
 LA1187  MODELED GRAV-     980,106.0   (mgal)                       NAVD 88
 LA1187
 LA1187  VERT ORDER  -  SECOND    CLASS 0
 LA1187
 LA1187.The horizontal coordinates were scaled from a topographic map and have
 LA1187.an estimated accuracy of +/- 6 seconds.
 LA1187
 LA1187.The orthometric height was determined by differential leveling
 LA1187.and adjusted by the National Geodetic Survey in June 1991..
 LA1187
 LA1187.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1187.See file dsdata.txt to determine how the superseded data were derived.
 LA1187
 LA1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK383709(NAD 83)
 LA1187_MARKER: DB = BENCH MARK DISK
 LA1187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1187_SP_SET: CULVERT
 LA1187_STAMPING: H 234 1947
 LA1187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ2363 ***********************************************************************
 JZ2363  DESIGNATION -  H 235
 JZ2363  PID         -  JZ2363
 JZ2363  STATE/COUNTY-  IN/HANCOCK
 JZ2363  USGS QUAD   -  MC CORDSVILLE (1984)
 JZ2363
 JZ2363                         *CURRENT SURVEY CONTROL
 JZ2363  ___________________________________________________________________
 JZ2363* NAD 83(1986)-  39 53 39.     (N)    085 55 22.     (W)     SCALED    
 JZ2363* NAVD 88     -       260.309  (meters)     854.03   (feet)  ADJUSTED  
 JZ2363  ___________________________________________________________________
 JZ2363  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JZ2363  DYNAMIC HT  -         260.163 (meters)     853.55  (feet)  COMP
 JZ2363  MODELED GRAV-     980,058.2   (mgal)                       NAVD 88
 JZ2363
 JZ2363  VERT ORDER  -  FIRST     CLASS II
 JZ2363
 JZ2363.The horizontal coordinates were scaled from a topographic map and have
 JZ2363.an estimated accuracy of +/- 6 seconds.
 JZ2363
 JZ2363.The orthometric height was determined by differential leveling
 JZ2363.and adjusted by the National Geodetic Survey in June 1991..
 JZ2363
 JZ2363.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2363.See file dsdata.txt to determine how the superseded data were derived.
 JZ2363
 JZ2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK920165(NAD 83)
 JZ2363_MARKER: DB = BENCH MARK DISK
 JZ2363_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2363_SP_SET: BRIDGE
 JZ2363_STAMPING: H 235 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2327 ***********************************************************************
 JZ2327  DESIGNATION -  H 236
 JZ2327  PID         -  JZ2327
 JZ2327  STATE/COUNTY-  IN/MADISON
 JZ2327  USGS QUAD   -  INGALLS (1981)
 JZ2327
 JZ2327                         *CURRENT SURVEY CONTROL
 JZ2327  ___________________________________________________________________
 JZ2327* NAD 83(1986)-  39 58 23.     (N)    085 50 34.     (W)     SCALED    
 JZ2327* NAVD 88     -       262.144  (meters)     860.05   (feet)  ADJUSTED  
 JZ2327  ___________________________________________________________________
 JZ2327  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ2327  DYNAMIC HT  -         261.999 (meters)     859.58  (feet)  COMP
 JZ2327  MODELED GRAV-     980,066.3   (mgal)                       NAVD 88
 JZ2327
 JZ2327  VERT ORDER  -  SECOND    CLASS 0
 JZ2327
 JZ2327.The horizontal coordinates were scaled from a topographic map and have
 JZ2327.an estimated accuracy of +/- 6 seconds.
 JZ2327
 JZ2327.The orthometric height was determined by differential leveling
 JZ2327.and adjusted by the National Geodetic Survey in June 1991..
 JZ2327
 JZ2327.The geoid height was determined by GEOID03.
 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     -   524,540.       84,960.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2327.See file dsdata.txt to determine how the superseded data were derived.
 JZ2327
 JZ2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK988254(NAD 83)
 JZ2327_MARKER: DB = BENCH MARK DISK
 JZ2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2327_STAMPING: H 236 1947
 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 = OCTOBER  6, 2006
 KA0264 ***********************************************************************
 KA0264  DESIGNATION -  H 237
 KA0264  PID         -  KA0264
 KA0264  STATE/COUNTY-  IN/HAMILTON
 KA0264  USGS QUAD   -  FISHERS (1988)
 KA0264
 KA0264                         *CURRENT SURVEY CONTROL
 KA0264  ___________________________________________________________________
 KA0264* NAD 83(1986)-  39 55 38.     (N)    086 00 49.     (W)     SCALED    
 KA0264* NAVD 88     -       250.132  (meters)     820.64   (feet)  ADJUSTED  
 KA0264  ___________________________________________________________________
 KA0264  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KA0264  DYNAMIC HT  -         249.994 (meters)     820.19  (feet)  COMP
 KA0264  MODELED GRAV-     980,066.3   (mgal)                       NAVD 88
 KA0264
 KA0264  VERT ORDER  -  SECOND    CLASS 0
 KA0264
 KA0264.The horizontal coordinates were scaled from a topographic map and have
 KA0264.an estimated accuracy of +/- 6 seconds.
 KA0264
 KA0264.The orthometric height was determined by differential leveling
 KA0264.and adjusted by the National Geodetic Survey in June 1991..
 KA0264
 KA0264.The geoid height was determined by GEOID03.
 KA0264
 KA0264.The dynamic height is computed by dividing the NAVD 88
 KA0264.geopotential number by the normal gravity value computed on the
 KA0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0264.degrees latitude (g = 980.6199 gals.).
 KA0264
 KA0264.The modeled gravity was interpolated from observed gravity values.
 KA0264
 KA0264;                    North         East    Units  Estimated Accuracy
 KA0264;SPC IN E     -   519,500.       70,340.      MT  (+/- 180 meters Scaled)
 KA0264
 KA0264                          SUPERSEDED SURVEY CONTROL
 KA0264
 KA0264  NGVD 29 (??/??/92)  250.263  (m)          821.07   (f) ADJ UNCH    2 0
 KA0264
 KA0264.Superseded values are not recommended for survey control.
 KA0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0264.See file dsdata.txt to determine how the superseded data were derived.
 KA0264
 KA0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK842201(NAD 83)
 KA0264_MARKER: DB = BENCH MARK DISK
 KA0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0264_STAMPING: H 237 1947
 KA0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0264+STABILITY: SURFACE MOTION
 KA0264
 KA0264  HISTORY     - Date     Condition        Report By
 KA0264  HISTORY     - 1947     MONUMENTED       CGS
 KA0264  HISTORY     - 1973     GOOD             NGS
 KA0264  HISTORY     - 19950928 MARK NOT FOUND   USPSQD
 KA0264
 KA0264                          STATION DESCRIPTION
 KA0264
 KA0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KA0264'1.9 MI S FROM FISHERS.
 KA0264'ABOUT 1.9 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE HIGH SCHOOL
 KA0264'AT FISHERS, AT THE JUNCTION OF THE MARION-HAMILTON COUNTY LINE
 KA0264'ROAD, 60 FEET WEST OF THE CENTER LINE OF THE BLACK TOP ROAD TO
 KA0264'FISHERS, 21 FEET NORTH OF THE COUNTY LINE ROAD, 14 FEET WEST
 KA0264'OF A FENCE CORNER, 2 FEET WEST OF A TELEPHONE POLE, 1.5 FEET
 KA0264'SOUTH OF THE FENCE LINE, 1.5 FEET EAST OF A WHITE WOODEN WITNESS
 KA0264'POST, ABOUT LEVEL WITH THE COUNTY LINE ROAD AND SET IN THE TOP
 KA0264'OF A CONCRETE POST PROJECTING 6 INCHES.
 KA0264
 KA0264                          STATION RECOVERY (1973)
 KA0264
 KA0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KA0264'RECOVERED IN GOOD CONDITION.
 KA0264
 KA0264                          STATION RECOVERY (1995)
 KA0264
 KA0264'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2716 ***********************************************************************
 JZ2716  DESIGNATION -  H 238 RESET 1976
 JZ2716  PID         -  JZ2716
 JZ2716  STATE/COUNTY-  IN/HANCOCK
 JZ2716  USGS QUAD   -  ACTON (1981)
 JZ2716
 JZ2716                         *CURRENT SURVEY CONTROL
 JZ2716  ___________________________________________________________________
 JZ2716* NAD 83(1986)-  39 43 36.     (N)    085 57 05.     (W)     SCALED    
 JZ2716* NAVD 88     -       253.07   (+/-2cm)     830.3    (feet)  VERTCON   
 JZ2716  ___________________________________________________________________
 JZ2716  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JZ2716
 JZ2716  VERT ORDER  -  THIRD (See Below)
 JZ2716
 JZ2716.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ2716
 JZ2716.The geoid height was determined by GEOID03.
 JZ2716
 JZ2716;                    North         East    Units  Estimated Accuracy
 JZ2716;SPC IN E     -   497,210.       75,590.      MT  (+/- 180 meters Scaled)
 JZ2716
 JZ2716                          SUPERSEDED SURVEY CONTROL
 JZ2716
 JZ2716  NGVD 29 (04/16/04)  253.18   (m)          830.6    (f) RESET       3  
 JZ2716
 JZ2716.Superseded values are not recommended for survey control.
 JZ2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2716.See file dsdata.txt to determine how the superseded data were derived.
 JZ2716
 JZ2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ898979(NAD 83)
 JZ2716_MARKER: DB = BENCH MARK DISK
 JZ2716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2716_STAMPING: H 238 RESET 1976
 JZ2716_PROJECTION: FLUSH
 JZ2716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2716+STABILITY: SURFACE MOTION
 JZ2716
 JZ2716  HISTORY     - Date     Condition        Report By
 JZ2716  HISTORY     - 1976     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2577 ***********************************************************************
 JZ2577  DESIGNATION -  H 239
 JZ2577  PID         -  JZ2577
 JZ2577  STATE/COUNTY-  IN/HANCOCK
 JZ2577  USGS QUAD   -  FOUNTAINTOWN (1952)
 JZ2577
 JZ2577                         *CURRENT SURVEY CONTROL
 JZ2577  ___________________________________________________________________
 JZ2577* NAD 83(1986)-  39 42 14.     (N)    085 49 08.     (W)     SCALED    
 JZ2577* NAVD 88     -       254.537  (meters)     835.09   (feet)  ADJUSTED  
 JZ2577  ___________________________________________________________________
 JZ2577  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JZ2577  DYNAMIC HT  -         254.390 (meters)     834.61  (feet)  COMP
 JZ2577  MODELED GRAV-     980,043.2   (mgal)                       NAVD 88
 JZ2577
 JZ2577  VERT ORDER  -  SECOND    CLASS 0
 JZ2577
 JZ2577.The horizontal coordinates were scaled from a topographic map and have
 JZ2577.an estimated accuracy of +/- 6 seconds.
 JZ2577
 JZ2577.The orthometric height was determined by differential leveling
 JZ2577.and adjusted by the National Geodetic Survey in June 1991..
 JZ2577
 JZ2577.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2577.See file dsdata.txt to determine how the superseded data were derived.
 JZ2577
 JZ2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ012955(NAD 83)
 JZ2577_MARKER: DB = BENCH MARK DISK
 JZ2577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2577_STAMPING: H 239 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0675 ***********************************************************************
 ME0675  DESIGNATION -  H 24
 ME0675  PID         -  ME0675
 ME0675  STATE/COUNTY-  IN/STARKE
 ME0675  USGS QUAD   -  NORTH JUDSON (1977)
 ME0675
 ME0675                         *CURRENT SURVEY CONTROL
 ME0675  ___________________________________________________________________
 ME0675* NAD 83(1986)-  41 13 15.     (N)    086 46 34.     (W)     SCALED    
 ME0675* NAVD 88     -       212.401  (meters)     696.85   (feet)  ADJUSTED  
 ME0675  ___________________________________________________________________
 ME0675  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME0675  DYNAMIC HT  -         212.311 (meters)     696.56  (feet)  COMP
 ME0675  MODELED GRAV-     980,195.1   (mgal)                       NAVD 88
 ME0675
 ME0675  VERT ORDER  -  SECOND    CLASS 0
 ME0675
 ME0675.The horizontal coordinates were scaled from a topographic map and have
 ME0675.an estimated accuracy of +/- 6 seconds.
 ME0675
 ME0675.The orthometric height was determined by differential leveling
 ME0675.and adjusted by the National Geodetic Survey in June 1991..
 ME0675
 ME0675.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0675.See file dsdata.txt to determine how the superseded data were derived.
 ME0675
 ME0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL187632(NAD 83)
 ME0675_MARKER: DB = BENCH MARK DISK
 ME0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0675_STAMPING: H 24 1934
 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             NGS
 ME0675  HISTORY     - 1959     MARK NOT FOUND   NGS
 ME0675
 ME0675                          STATION DESCRIPTION
 ME0675
 ME0675'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1959
 ME0675'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2436 ***********************************************************************
 JZ2436  DESIGNATION -  H 240
 JZ2436  PID         -  JZ2436
 JZ2436  STATE/COUNTY-  IN/MADISON
 JZ2436  USGS QUAD   -  PENDLETON (1966)
 JZ2436
 JZ2436                         *CURRENT SURVEY CONTROL
 JZ2436  ___________________________________________________________________
 JZ2436* NAD 83(1986)-  39 59 23.     (N)    085 40 01.     (W)     SCALED    
 JZ2436* NAVD 88     -       282.968  (meters)     928.37   (feet)  ADJUSTED  
 JZ2436  ___________________________________________________________________
 JZ2436  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JZ2436  DYNAMIC HT  -         282.812 (meters)     927.86  (feet)  COMP
 JZ2436  MODELED GRAV-     980,067.0   (mgal)                       NAVD 88
 JZ2436
 JZ2436  VERT ORDER  -  SECOND    CLASS 0
 JZ2436
 JZ2436.The horizontal coordinates were scaled from a topographic map and have
 JZ2436.an estimated accuracy of +/- 6 seconds.
 JZ2436
 JZ2436.The orthometric height was determined by differential leveling
 JZ2436.and adjusted by the National Geodetic Survey in June 1991..
 JZ2436
 JZ2436.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2436.See file dsdata.txt to determine how the superseded data were derived.
 JZ2436
 JZ2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK138274(NAD 83)
 JZ2436_MARKER: DB = BENCH MARK DISK
 JZ2436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2436_STAMPING: H 240 1947
 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 = OCTOBER  6, 2006
 JZ2496 ***********************************************************************
 JZ2496  DESIGNATION -  H 241
 JZ2496  PID         -  JZ2496
 JZ2496  STATE/COUNTY-  IN/HANCOCK
 JZ2496  USGS QUAD   -  FOUNTAINTOWN (1952)
 JZ2496
 JZ2496                         *CURRENT SURVEY CONTROL
 JZ2496  ___________________________________________________________________
 JZ2496* NAD 83(1986)-  39 44 33.     (N)    085 48 03.     (W)     SCALED    
 JZ2496* NAVD 88     -       263.804  (meters)     865.50   (feet)  ADJUSTED  
 JZ2496  ___________________________________________________________________
 JZ2496  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ2496  DYNAMIC HT  -         263.652 (meters)     865.00  (feet)  COMP
 JZ2496  MODELED GRAV-     980,043.6   (mgal)                       NAVD 88
 JZ2496
 JZ2496  VERT ORDER  -  SECOND    CLASS 0
 JZ2496
 JZ2496.The horizontal coordinates were scaled from a topographic map and have
 JZ2496.an estimated accuracy of +/- 6 seconds.
 JZ2496
 JZ2496.The orthometric height was determined by differential leveling
 JZ2496.and adjusted by the National Geodetic Survey in June 1991..
 JZ2496
 JZ2496.The geoid height was determined by GEOID03.
 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     -   498,940.       88,500.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2496.See file dsdata.txt to determine how the superseded data were derived.
 JZ2496
 JZ2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ027998(NAD 83)
 JZ2496_MARKER: DB = BENCH MARK DISK
 JZ2496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2496_STAMPING: H 241 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2538 ***********************************************************************
 JZ2538  DESIGNATION -  H 242
 JZ2538  PID         -  JZ2538
 JZ2538  STATE/COUNTY-  IN/HANCOCK
 JZ2538  USGS QUAD   -  CLEVELAND (1981)
 JZ2538
 JZ2538                         *CURRENT SURVEY CONTROL
 JZ2538  ___________________________________________________________________
 JZ2538* NAD 83(1986)-  39 48 00.     (N)    085 41 21.     (W)     SCALED    
 JZ2538* NAVD 88     -       281.184  (meters)     922.52   (feet)  ADJUSTED  
 JZ2538  ___________________________________________________________________
 JZ2538  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JZ2538  DYNAMIC HT  -         281.023 (meters)     921.99  (feet)  COMP
 JZ2538  MODELED GRAV-     980,046.3   (mgal)                       NAVD 88
 JZ2538
 JZ2538  VERT ORDER  -  SECOND    CLASS 0
 JZ2538
 JZ2538.The horizontal coordinates were scaled from a topographic map and have
 JZ2538.an estimated accuracy of +/- 6 seconds.
 JZ2538
 JZ2538.The orthometric height was determined by differential leveling
 JZ2538.and adjusted by the National Geodetic Survey in June 1991..
 JZ2538
 JZ2538.The geoid height was determined by GEOID03.
 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     -   505,310.       98,070.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2538.See file dsdata.txt to determine how the superseded data were derived.
 JZ2538
 JZ2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK122063(NAD 83)
 JZ2538_MARKER: DB = BENCH MARK DISK
 JZ2538_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2538_SP_SET: CULVERT
 JZ2538_STAMPING: H 242 1947
 JZ2538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2538
 JZ2538  HISTORY     - Date     Condition        Report By
 JZ2538  HISTORY     - 1947     MONUMENTED       CGS
 JZ2538  HISTORY     - 1956     GOOD             USGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2505 ***********************************************************************
 JZ2505  DESIGNATION -  H 243
 JZ2505  PID         -  JZ2505
 JZ2505  STATE/COUNTY-  IN/MARION
 JZ2505  USGS QUAD   -  CUMBERLAND (1988)
 JZ2505
 JZ2505                         *CURRENT SURVEY CONTROL
 JZ2505  ___________________________________________________________________
 JZ2505* NAD 83(1986)-  39 46 33.     (N)    085 58 15.     (W)     SCALED    
 JZ2505* NAVD 88     -       261.933  (meters)     859.36   (feet)  POSTED    
 JZ2505  ___________________________________________________________________
 JZ2505  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JZ2505  DYNAMIC HT  -         261.780 (meters)     858.86  (feet)  COMP
 JZ2505  MODELED GRAV-     980,049.0   (mgal)                       NAVD 88
 JZ2505
 JZ2505  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 JZ2505
 JZ2505.The horizontal coordinates were scaled from a topographic map and have
 JZ2505.an estimated accuracy of +/- 6 seconds.
 JZ2505
 JZ2505.The orthometric height was determined by differential leveling
 JZ2505.and adjusted by the National Geodetic Survey in 1992..
 JZ2505.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JZ2505.rate of 3.1 thru 4.0 mm/km.
 JZ2505
 JZ2505.The geoid height was determined by GEOID03.
 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     -   502,670.       73,940.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2505.See file dsdata.txt to determine how the superseded data were derived.
 JZ2505
 JZ2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK881033(NAD 83)
 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
 JZ2505  HISTORY     - Date     Condition        Report By
 JZ2505  HISTORY     - 1947     MONUMENTED       CGS
 JZ2505  HISTORY     - 19880802 GOOD             LOCENG
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2586 ***********************************************************************
 JZ2586  DESIGNATION -  H 244
 JZ2586  PID         -  JZ2586
 JZ2586  STATE/COUNTY-  IN/RUSH
 JZ2586  USGS QUAD   -  CARTHAGE (1988)
 JZ2586
 JZ2586                         *CURRENT SURVEY CONTROL
 JZ2586  ___________________________________________________________________
 JZ2586* NAD 83(1986)-  39 41 53.     (N)    085 35 42.     (W)     SCALED    
 JZ2586* NAVD 88     -       285.169  (meters)     935.59   (feet)  ADJUSTED  
 JZ2586  ___________________________________________________________________
 JZ2586  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ2586  DYNAMIC HT  -         285.004 (meters)     935.05  (feet)  COMP
 JZ2586  MODELED GRAV-     980,039.0   (mgal)                       NAVD 88
 JZ2586
 JZ2586  VERT ORDER  -  SECOND    CLASS 0
 JZ2586
 JZ2586.The horizontal coordinates were scaled from a topographic map and have
 JZ2586.an estimated accuracy of +/- 6 seconds.
 JZ2586
 JZ2586.The orthometric height was determined by differential leveling
 JZ2586.and adjusted by the National Geodetic Survey in June 1991..
 JZ2586
 JZ2586.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2586.See file dsdata.txt to determine how the superseded data were derived.
 JZ2586
 JZ2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ204951(NAD 83)
 JZ2586_MARKER: DB = BENCH MARK DISK
 JZ2586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2586_STAMPING: H 244 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2597 ***********************************************************************
 JZ2597  DESIGNATION -  H 245
 JZ2597  PID         -  JZ2597
 JZ2597  STATE/COUNTY-  IN/SHELBY
 JZ2597  USGS QUAD   -  SHELBYVILLE (1994)
 JZ2597
 JZ2597                         *CURRENT SURVEY CONTROL
 JZ2597  ___________________________________________________________________
 JZ2597* NAD 83(1986)-  39 36 10.     (N)    085 50 00.     (W)     SCALED    
 JZ2597* NAVD 88     -       243.286  (meters)     798.18   (feet)  ADJUSTED  
 JZ2597  ___________________________________________________________________
 JZ2597  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JZ2597  DYNAMIC HT  -         243.146 (meters)     797.72  (feet)  COMP
 JZ2597  MODELED GRAV-     980,044.8   (mgal)                       NAVD 88
 JZ2597
 JZ2597  VERT ORDER  -  FIRST     CLASS II
 JZ2597
 JZ2597.The horizontal coordinates were scaled from a topographic map and have
 JZ2597.an estimated accuracy of +/- 6 seconds.
 JZ2597
 JZ2597.The orthometric height was determined by differential leveling
 JZ2597.and adjusted by the National Geodetic Survey in June 1991..
 JZ2597
 JZ2597.The geoid height was determined by GEOID03.
 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     -   483,430.       85,690.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2597.See file dsdata.txt to determine how the superseded data were derived.
 JZ2597
 JZ2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ001843(NAD 83)
 JZ2597_MARKER: DB = BENCH MARK DISK
 JZ2597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2597_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 LA1107 ***********************************************************************
 LA1107  DESIGNATION -  H 246
 LA1107  PID         -  LA1107
 LA1107  STATE/COUNTY-  IN/RANDOLPH
 LA1107  USGS QUAD   -  CARLOS (1994)
 LA1107
 LA1107                         *CURRENT SURVEY CONTROL
 LA1107  ___________________________________________________________________
 LA1107* NAD 83(1986)-  40 05 31.     (N)    085 01 40.     (W)     SCALED    
 LA1107* NAVD 88     -       360.034  (meters)    1181.21   (feet)  ADJUSTED  
 LA1107  ___________________________________________________________________
 LA1107  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 LA1107  DYNAMIC HT  -         359.828 (meters)    1180.54  (feet)  COMP
 LA1107  MODELED GRAV-     980,042.8   (mgal)                       NAVD 88
 LA1107
 LA1107  VERT ORDER  -  SECOND    CLASS 0
 LA1107
 LA1107.The horizontal coordinates were scaled from a topographic map and have
 LA1107.an estimated accuracy of +/- 6 seconds.
 LA1107
 LA1107.The orthometric height was determined by differential leveling
 LA1107.and adjusted by the National Geodetic Survey in June 1991..
 LA1107
 LA1107.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1107.See file dsdata.txt to determine how the superseded data were derived.
 LA1107
 LA1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK681398(NAD 83)
 LA1107_MARKER: DB = BENCH MARK DISK
 LA1107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1107_SP_SET: BRIDGE
 LA1107_STAMPING: H 246 1947
 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 = OCTOBER  6, 2006
 LA1123 ***********************************************************************
 LA1123  DESIGNATION -  H 247
 LA1123  PID         -  LA1123
 LA1123  STATE/COUNTY-  IN/HENRY
 LA1123  USGS QUAD   -  MOUNT PLEASANT (1988)
 LA1123
 LA1123                         *CURRENT SURVEY CONTROL
 LA1123  ___________________________________________________________________
 LA1123* NAD 83(1986)-  40 02 50.     (N)    085 20 49.     (W)     SCALED    
 LA1123* NAVD 88     -       333.572  (meters)    1094.39   (feet)  ADJUSTED  
 LA1123  ___________________________________________________________________
 LA1123  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 LA1123  DYNAMIC HT  -         333.391 (meters)    1093.80  (feet)  COMP
 LA1123  MODELED GRAV-     980,072.0   (mgal)                       NAVD 88
 LA1123
 LA1123  VERT ORDER  -  SECOND    CLASS 0
 LA1123
 LA1123.The horizontal coordinates were scaled from a topographic map and have
 LA1123.an estimated accuracy of +/- 6 seconds.
 LA1123
 LA1123.The orthometric height was determined by differential leveling
 LA1123.and adjusted by the National Geodetic Survey in June 1991..
 LA1123
 LA1123.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1123.See file dsdata.txt to determine how the superseded data were derived.
 LA1123
 LA1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK410343(NAD 83)
 LA1123_MARKER: DB = BENCH MARK DISK
 LA1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1123_STAMPING: H 247 1947
 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 = OCTOBER  6, 2006
 LA1256 ***********************************************************************
 LA1256  DESIGNATION -  H 248
 LA1256  PID         -  LA1256
 LA1256  STATE/COUNTY-  IN/HENRY
 LA1256  USGS QUAD   -  SULPHUR SPRINGS (1994)
 LA1256
 LA1256                         *CURRENT SURVEY CONTROL
 LA1256  ___________________________________________________________________
 LA1256* NAD 83(1986)-  40 03 18.     (N)    085 29 56.     (W)     SCALED    
 LA1256* NAVD 88     -       303.642  (meters)     996.20   (feet)  ADJUSTED  
 LA1256  ___________________________________________________________________
 LA1256  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 LA1256  DYNAMIC HT  -         303.477 (meters)     995.66  (feet)  COMP
 LA1256  MODELED GRAV-     980,075.5   (mgal)                       NAVD 88
 LA1256
 LA1256  VERT ORDER  -  SECOND    CLASS 0
 LA1256
 LA1256.The horizontal coordinates were scaled from a topographic map and have
 LA1256.an estimated accuracy of +/- 6 seconds.
 LA1256
 LA1256.The orthometric height was determined by differential leveling
 LA1256.and adjusted by the National Geodetic Survey in June 1991..
 LA1256
 LA1256.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1256.See file dsdata.txt to determine how the superseded data were derived.
 LA1256
 LA1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK280349(NAD 83)
 LA1256_MARKER: DB = BENCH MARK DISK
 LA1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1256_STAMPING: H 248 1947
 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             BUTLER
 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 AND SEUFERT INC 2006 (JRC)
 LA1256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1135 ***********************************************************************
 LA1135  DESIGNATION -  H 249
 LA1135  PID         -  LA1135
 LA1135  STATE/COUNTY-  IN/HENRY
 LA1135  USGS QUAD   -  MOUNT PLEASANT (1988)
 LA1135
 LA1135                         *CURRENT SURVEY CONTROL
 LA1135  ___________________________________________________________________
 LA1135* NAD 83(1986)-  40 01 09.     (N)    085 15 05.     (W)     SCALED    
 LA1135* NAVD 88     -       349.127  (meters)    1145.43   (feet)  ADJUSTED  
 LA1135  ___________________________________________________________________
 LA1135  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 LA1135  DYNAMIC HT  -         348.935 (meters)    1144.80  (feet)  COMP
 LA1135  MODELED GRAV-     980,064.6   (mgal)                       NAVD 88
 LA1135
 LA1135  VERT ORDER  -  SECOND    CLASS 0
 LA1135
 LA1135.The horizontal coordinates were scaled from a topographic map and have
 LA1135.an estimated accuracy of +/- 6 seconds.
 LA1135
 LA1135.The orthometric height was determined by differential leveling
 LA1135.and adjusted by the National Geodetic Survey in June 1991..
 LA1135
 LA1135.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1135.See file dsdata.txt to determine how the superseded data were derived.
 LA1135
 LA1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK492313(NAD 83)
 LA1135_MARKER: DB = BENCH MARK DISK
 LA1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1135_STAMPING: H 249 1947
 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 = OCTOBER  6, 2006
 ME0319 ***********************************************************************
 ME0319  DESIGNATION -  H 25
 ME0319  PID         -  ME0319
 ME0319  STATE/COUNTY-  IN/FULTON
 ME0319  USGS QUAD   -  CULVER (1980)
 ME0319
 ME0319                         *CURRENT SURVEY CONTROL
 ME0319  ___________________________________________________________________
 ME0319* NAD 83(1986)-  41 09 52.     (N)    086 24 53.     (W)     SCALED    
 ME0319* NAVD 88     -       225.871  (meters)     741.05   (feet)  ADJUSTED  
 ME0319  ___________________________________________________________________
 ME0319  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 ME0319  DYNAMIC HT  -         225.779 (meters)     740.74  (feet)  COMP
 ME0319  MODELED GRAV-     980,209.4   (mgal)                       NAVD 88
 ME0319
 ME0319  VERT ORDER  -  SECOND    CLASS 0
 ME0319
 ME0319.The horizontal coordinates were scaled from a topographic map and have
 ME0319.an estimated accuracy of +/- 6 seconds.
 ME0319
 ME0319.The orthometric height was determined by differential leveling
 ME0319.and adjusted by the National Geodetic Survey in June 1991..
 ME0319
 ME0319.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0319.See file dsdata.txt to determine how the superseded data were derived.
 ME0319
 ME0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL491571(NAD 83)
 ME0319_MARKER: DB = BENCH MARK DISK
 ME0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0319_STAMPING: H 25 1934
 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   NGS
 ME0319  HISTORY     - 1960     MARK NOT FOUND   USGS
 ME0319
 ME0319                          STATION DESCRIPTION
 ME0319
 ME0319'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1152 ***********************************************************************
 LA1152  DESIGNATION -  H 250
 LA1152  PID         -  LA1152
 LA1152  STATE/COUNTY-  IN/DELAWARE
 LA1152  USGS QUAD   -  MUNCIE WEST (1992)
 LA1152
 LA1152                         *CURRENT SURVEY CONTROL
 LA1152  ___________________________________________________________________
 LA1152* NAD 83(1986)-  40 10 38.     (N)    085 23 18.     (W)     SCALED    
 LA1152* NAVD 88     -       294.637  (meters)     966.65   (feet)  ADJUSTED  
 LA1152  ___________________________________________________________________
 LA1152  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 LA1152  DYNAMIC HT  -         294.479 (meters)     966.14  (feet)  COMP
 LA1152  MODELED GRAV-     980,083.5   (mgal)                       NAVD 88
 LA1152
 LA1152  VERT ORDER  -  SECOND    CLASS 0
 LA1152
 LA1152.The horizontal coordinates were scaled from a topographic map and have
 LA1152.an estimated accuracy of +/- 6 seconds.
 LA1152
 LA1152.The orthometric height was determined by differential leveling
 LA1152.and adjusted by the National Geodetic Survey in June 1991..
 LA1152
 LA1152.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1152.See file dsdata.txt to determine how the superseded data were derived.
 LA1152
 LA1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK372486(NAD 83)
 LA1152_MARKER: DB = BENCH MARK DISK
 LA1152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1152_SP_SET: BUILDING
 LA1152_STAMPING: H 250 1947
 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 = OCTOBER  6, 2006
 JZ1487 ***********************************************************************
 JZ1487  DESIGNATION -  H 251
 JZ1487  PID         -  JZ1487
 JZ1487  STATE/COUNTY-  IN/HENRY
 JZ1487  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ1487
 JZ1487                         *CURRENT SURVEY CONTROL
 JZ1487  ___________________________________________________________________
 JZ1487* NAD 83(1986)-  39 55 26.     (N)    085 18 16.     (W)     SCALED    
 JZ1487* NAVD 88     -       334.043  (meters)    1095.94   (feet)  ADJUSTED  
 JZ1487  ___________________________________________________________________
 JZ1487  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JZ1487  DYNAMIC HT  -         333.855 (meters)    1095.32  (feet)  COMP
 JZ1487  MODELED GRAV-     980,051.2   (mgal)                       NAVD 88
 JZ1487
 JZ1487  VERT ORDER  -  SECOND    CLASS 0
 JZ1487
 JZ1487.The horizontal coordinates were scaled from a topographic map and have
 JZ1487.an estimated accuracy of +/- 6 seconds.
 JZ1487
 JZ1487.The orthometric height was determined by differential leveling
 JZ1487.and adjusted by the National Geodetic Survey in June 1991..
 JZ1487
 JZ1487.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1487.See file dsdata.txt to determine how the superseded data were derived.
 JZ1487
 JZ1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK448206(NAD 83)
 JZ1487_MARKER: DB = BENCH MARK DISK
 JZ1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1487_STAMPING: H 251 1947
 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 = OCTOBER  6, 2006
 JZ1629 ***********************************************************************
 JZ1629  DESIGNATION -  H 252
 JZ1629  PID         -  JZ1629
 JZ1629  STATE/COUNTY-  IN/RUSH
 JZ1629  USGS QUAD   -  MAYS (1988)
 JZ1629
 JZ1629                         *CURRENT SURVEY CONTROL
 JZ1629  ___________________________________________________________________
 JZ1629* NAD 83(1986)-  39 44 35.     (N)    085 26 30.     (W)     SCALED    
 JZ1629* NAVD 88     -       305.362  (meters)    1001.84   (feet)  ADJUSTED  
 JZ1629  ___________________________________________________________________
 JZ1629  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JZ1629  DYNAMIC HT  -         305.185 (meters)    1001.26  (feet)  COMP
 JZ1629  MODELED GRAV-     980,038.4   (mgal)                       NAVD 88
 JZ1629
 JZ1629  VERT ORDER  -  SECOND    CLASS 0
 JZ1629
 JZ1629.The horizontal coordinates were scaled from a topographic map and have
 JZ1629.an estimated accuracy of +/- 6 seconds.
 JZ1629
 JZ1629.The orthometric height was determined by differential leveling
 JZ1629.and adjusted by the National Geodetic Survey in June 1991..
 JZ1629
 JZ1629.The geoid height was determined by GEOID03.
 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     -   499,010.      119,290.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1629.See file dsdata.txt to determine how the superseded data were derived.
 JZ1629
 JZ1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK335004(NAD 83)
 JZ1629_MARKER: DR = REFERENCE MARK DISK
 JZ1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1629_STAMPING: H 252 1947
 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 = OCTOBER  6, 2006
 JZ1537 ***********************************************************************
 JZ1537  DESIGNATION -  H 253
 JZ1537  PID         -  JZ1537
 JZ1537  STATE/COUNTY-  IN/HENRY
 JZ1537  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ1537
 JZ1537                         *CURRENT SURVEY CONTROL
 JZ1537  ___________________________________________________________________
 JZ1537* NAD 83(1986)-  39 54 09.     (N)    085 15 08.     (W)     SCALED    
 JZ1537* NAVD 88     -       343.473  (meters)    1126.88   (feet)  ADJUSTED  
 JZ1537  ___________________________________________________________________
 JZ1537  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JZ1537  DYNAMIC HT  -         343.275 (meters)    1126.23  (feet)  COMP
 JZ1537  MODELED GRAV-     980,041.0   (mgal)                       NAVD 88
 JZ1537
 JZ1537  VERT ORDER  -  SECOND    CLASS 0
 JZ1537
 JZ1537.The horizontal coordinates were scaled from a topographic map and have
 JZ1537.an estimated accuracy of +/- 6 seconds.
 JZ1537
 JZ1537.The orthometric height was determined by differential leveling
 JZ1537.and adjusted by the National Geodetic Survey in June 1991..
 JZ1537
 JZ1537.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1537.See file dsdata.txt to determine how the superseded data were derived.
 JZ1537
 JZ1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK494183(NAD 83)
 JZ1537_MARKER: DB = BENCH MARK DISK
 JZ1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1537_STAMPING: H 253 1947
 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 = OCTOBER  6, 2006
 JZ1528 ***********************************************************************
 JZ1528  DESIGNATION -  H 254
 JZ1528  PID         -  JZ1528
 JZ1528  STATE/COUNTY-  IN/WAYNE
 JZ1528  USGS QUAD   -  CAMBRIDGE CITY (1981)
 JZ1528
 JZ1528                         *CURRENT SURVEY CONTROL
 JZ1528  ___________________________________________________________________
 JZ1528* NAD 83(1986)-  39 48 46.     (N)    085 10 28.     (W)     SCALED    
 JZ1528* NAVD 88     -       285.507  (meters)     936.70   (feet)  ADJUSTED  
 JZ1528  ___________________________________________________________________
 JZ1528  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JZ1528  DYNAMIC HT  -         285.342 (meters)     936.16  (feet)  COMP
 JZ1528  MODELED GRAV-     980,042.4   (mgal)                       NAVD 88
 JZ1528
 JZ1528  VERT ORDER  -  SECOND    CLASS 0
 JZ1528
 JZ1528.The horizontal coordinates were scaled from a topographic map and have
 JZ1528.an estimated accuracy of +/- 6 seconds.
 JZ1528
 JZ1528.The orthometric height was determined by differential leveling
 JZ1528.and adjusted by the National Geodetic Survey in June 1991..
 JZ1528
 JZ1528.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1528.See file dsdata.txt to determine how the superseded data were derived.
 JZ1528
 JZ1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK562085(NAD 83)
 JZ1528_MARKER: DB = BENCH MARK DISK
 JZ1528_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1528_SP_SET: STEP
 JZ1528_STAMPING: H 254 1947
 JZ1528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1528
 JZ1528  HISTORY     - Date     Condition        Report By
 JZ1528  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1580 ***********************************************************************
 JZ1580  DESIGNATION -  H 255
 JZ1580  PID         -  JZ1580
 JZ1580  STATE/COUNTY-  IN/WAYNE
 JZ1580  USGS QUAD   -  JACKSONBURG (1981)
 JZ1580
 JZ1580                         *CURRENT SURVEY CONTROL
 JZ1580  ___________________________________________________________________
 JZ1580* NAD 83(1986)-  39 48 54.     (N)    085 03 51.     (W)     SCALED    
 JZ1580* NAVD 88     -       308.456  (meters)    1011.99   (feet)  ADJUSTED  
 JZ1580  ___________________________________________________________________
 JZ1580  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JZ1580  DYNAMIC HT  -         308.276 (meters)    1011.40  (feet)  COMP
 JZ1580  MODELED GRAV-     980,036.0   (mgal)                       NAVD 88
 JZ1580
 JZ1580  VERT ORDER  -  SECOND    CLASS 0
 JZ1580
 JZ1580.The horizontal coordinates were scaled from a topographic map and have
 JZ1580.an estimated accuracy of +/- 6 seconds.
 JZ1580
 JZ1580.The orthometric height was determined by differential leveling
 JZ1580.and adjusted by the National Geodetic Survey in June 1991..
 JZ1580
 JZ1580.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1580.See file dsdata.txt to determine how the superseded data were derived.
 JZ1580
 JZ1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK656090(NAD 83)
 JZ1580_MARKER: DB = BENCH MARK DISK
 JZ1580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1580_SP_SET: CULVERT
 JZ1580_STAMPING: H 255 1947
 JZ1580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1581 ***********************************************************************
 JZ1581  DESIGNATION -  H 255 RESET 1952
 JZ1581  PID         -  JZ1581
 JZ1581  STATE/COUNTY-  IN/WAYNE
 JZ1581  USGS QUAD   -  JACKSONBURG (1981)
 JZ1581
 JZ1581                         *CURRENT SURVEY CONTROL
 JZ1581  ___________________________________________________________________
 JZ1581* NAD 83(1986)-  39 48 54.     (N)    085 03 50.     (W)     SCALED    
 JZ1581* NAVD 88     -       308.44   (meters)    1011.9    (feet)  RESET     
 JZ1581  ___________________________________________________________________
 JZ1581  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JZ1581
 JZ1581  VERT ORDER  -  THIRD
 JZ1581
 JZ1581.The horizontal coordinates were scaled from a topographic map and have
 JZ1581.an estimated accuracy of +/- 6 seconds.
 JZ1581
 JZ1581.The orthometric height was computed from unverified reset data.
 JZ1581
 JZ1581.The geoid height was determined by GEOID03.
 JZ1581
 JZ1581;                    North         East    Units  Estimated Accuracy
 JZ1581;SPC IN E     -   507,150.      151,610.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1581.See file dsdata.txt to determine how the superseded data were derived.
 JZ1581
 JZ1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK657090(NAD 83)
 JZ1581_MARKER: DD = SURVEY DISK
 JZ1581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1581_SP_SET: CULVERT
 JZ1581_STAMPING: H 255 RESET 1952
 JZ1581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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             NGS
 JZ1581  HISTORY     - 20030409 GOOD             GEOCAC
 JZ1581
 JZ1581                          STATION DESCRIPTION
 JZ1581
 JZ1581'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0934 ***********************************************************************
 ME0934  DESIGNATION -  H 256
 ME0934  PID         -  ME0934
 ME0934  STATE/COUNTY-  IN/LAKE
 ME0934  USGS QUAD   -  HIGHLAND (1991)
 ME0934
 ME0934                         *CURRENT SURVEY CONTROL
 ME0934  ___________________________________________________________________
 ME0934* NAD 83(1986)-  41 30 42.     (N)    087 23 37.     (W)     SCALED    
 ME0934* NAVD 88     -       192.269  (meters)     630.80   (feet)  ADJUSTED  
 ME0934  ___________________________________________________________________
 ME0934  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 ME0934  DYNAMIC HT  -         192.195 (meters)     630.56  (feet)  COMP
 ME0934  MODELED GRAV-     980,232.2   (mgal)                       NAVD 88
 ME0934
 ME0934  VERT ORDER  -  SECOND    CLASS 0
 ME0934
 ME0934.The horizontal coordinates were scaled from a topographic map and have
 ME0934.an estimated accuracy of +/- 6 seconds.
 ME0934
 ME0934.The orthometric height was determined by differential leveling
 ME0934.and adjusted by the National Geodetic Survey in June 1991..
 ME0934
 ME0934.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0934.See file dsdata.txt to determine how the superseded data were derived.
 ME0934
 ME0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL671956(NAD 83)
 ME0934_MARKER: DB = BENCH MARK DISK
 ME0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0934_STAMPING: H 256 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1742 ***********************************************************************
 JZ1742  DESIGNATION -  H 257
 JZ1742  PID         -  JZ1742
 JZ1742  STATE/COUNTY-  IN/RUSH
 JZ1742  USGS QUAD   -  RUSHVILLE (1994)
 JZ1742
 JZ1742                         *CURRENT SURVEY CONTROL
 JZ1742  ___________________________________________________________________
 JZ1742* NAD 83(1986)-  39 34 43.     (N)    085 27 40.     (W)     SCALED    
 JZ1742* NAVD 88     -       290.275  (meters)     952.34   (feet)  ADJUSTED  
 JZ1742  ___________________________________________________________________
 JZ1742  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ1742  DYNAMIC HT  -         290.100 (meters)     951.77  (feet)  COMP
 JZ1742  MODELED GRAV-     980,017.9   (mgal)                       NAVD 88
 JZ1742
 JZ1742  VERT ORDER  -  SECOND    CLASS 0
 JZ1742
 JZ1742.The horizontal coordinates were scaled from a topographic map and have
 JZ1742.an estimated accuracy of +/- 6 seconds.
 JZ1742
 JZ1742.The orthometric height was determined by differential leveling
 JZ1742.and adjusted by the National Geodetic Survey in June 1991..
 JZ1742
 JZ1742.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1742.See file dsdata.txt to determine how the superseded data were derived.
 JZ1742
 JZ1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ321821(NAD 83)
 JZ1742_MARKER: DB = BENCH MARK DISK
 JZ1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1742_SP_SET: CULVERT
 JZ1742_STAMPING: H 257 1947
 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 = OCTOBER  6, 2006
 JZ1942 ***********************************************************************
 JZ1942  DESIGNATION -  H 258
 JZ1942  PID         -  JZ1942
 JZ1942  STATE/COUNTY-  IN/DECATUR
 JZ1942  USGS QUAD   -  MILROY (1993)
 JZ1942
 JZ1942                         *CURRENT SURVEY CONTROL
 JZ1942  ___________________________________________________________________
 JZ1942* NAD 83(1986)-  39 25 48.     (N)    085 25 44.     (W)     SCALED    
 JZ1942* NAVD 88     -       297.701  (meters)     976.71   (feet)  ADJUSTED  
 JZ1942  ___________________________________________________________________
 JZ1942  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ1942  DYNAMIC HT  -         297.517 (meters)     976.10  (feet)  COMP
 JZ1942  MODELED GRAV-     980,000.9   (mgal)                       NAVD 88
 JZ1942
 JZ1942  VERT ORDER  -  SECOND    CLASS 0
 JZ1942
 JZ1942.The horizontal coordinates were scaled from a topographic map and have
 JZ1942.an estimated accuracy of +/- 6 seconds.
 JZ1942
 JZ1942.The orthometric height was determined by differential leveling
 JZ1942.and adjusted by the National Geodetic Survey in June 1991..
 JZ1942
 JZ1942.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1942.See file dsdata.txt to determine how the superseded data were derived.
 JZ1942
 JZ1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ352656(NAD 83)
 JZ1942_MARKER: DB = BENCH MARK DISK
 JZ1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1942_STAMPING: H 258 1947
 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 = OCTOBER  6, 2006
 JZ1976 ***********************************************************************
 JZ1976  DESIGNATION -  H 259
 JZ1976  PID         -  JZ1976
 JZ1976  STATE/COUNTY-  IN/DECATUR
 JZ1976  USGS QUAD   -  CLARKSBURG (1993)
 JZ1976
 JZ1976                         *CURRENT SURVEY CONTROL
 JZ1976  ___________________________________________________________________
 JZ1976* NAD 83(1986)-  39 23 26.     (N)    085 20 26.     (W)     SCALED    
 JZ1976* NAVD 88     -       305.060  (meters)    1000.85   (feet)  ADJUSTED  
 JZ1976  ___________________________________________________________________
 JZ1976  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ1976  DYNAMIC HT  -         304.871 (meters)    1000.23  (feet)  COMP
 JZ1976  MODELED GRAV-     979,999.9   (mgal)                       NAVD 88
 JZ1976
 JZ1976  VERT ORDER  -  SECOND    CLASS 0
 JZ1976
 JZ1976.The horizontal coordinates were scaled from a topographic map and have
 JZ1976.an estimated accuracy of +/- 6 seconds.
 JZ1976
 JZ1976.The orthometric height was determined by differential leveling
 JZ1976.and adjusted by the National Geodetic Survey in June 1991..
 JZ1976
 JZ1976.The geoid height was determined by GEOID03.
 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     -   459,910.      128,090.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1976.See file dsdata.txt to determine how the superseded data were derived.
 JZ1976
 JZ1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ429614(NAD 83)
 JZ1976_MARKER: DB = BENCH MARK DISK
 JZ1976_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1976_SP_SET: CULVERT
 JZ1976_STAMPING: H 259 1947
 JZ1976_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0074 ***********************************************************************
 LB0074  DESIGNATION -  H 26
 LB0074  PID         -  LB0074
 LB0074  STATE/COUNTY-  IN/CASS
 LB0074  USGS QUAD   -  ONWARD (1994)
 LB0074
 LB0074                         *CURRENT SURVEY CONTROL
 LB0074  ___________________________________________________________________
 LB0074* NAD 83(1986)-  40 39 30.     (N)    086 14 23.     (W)     SCALED    
 LB0074* NAVD 88     -       237.319  (meters)     778.60   (feet)  ADJUSTED  
 LB0074  ___________________________________________________________________
 LB0074  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 LB0074  DYNAMIC HT  -         237.202 (meters)     778.22  (feet)  COMP
 LB0074  MODELED GRAV-     980,128.0   (mgal)                       NAVD 88
 LB0074
 LB0074  VERT ORDER  -  SECOND    CLASS 0
 LB0074
 LB0074.The horizontal coordinates were scaled from a topographic map and have
 LB0074.an estimated accuracy of +/- 6 seconds.
 LB0074
 LB0074.The orthometric height was determined by differential leveling
 LB0074.and adjusted by the National Geodetic Survey in June 1991..
 LB0074.WARNING-Repeat measurements at this control monument indicate possible
 LB0074.vertical movement.
 LB0074
 LB0074.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0074.See file dsdata.txt to determine how the superseded data were derived.
 LB0074
 LB0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL642011(NAD 83)
 LB0074_MARKER: DB = BENCH MARK DISK
 LB0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0074_STAMPING: H 26 1934
 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             NGS
 LB0074
 LB0074                          STATION DESCRIPTION
 LB0074
 LB0074'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1963 ***********************************************************************
 JZ1963  DESIGNATION -  H 260
 JZ1963  PID         -  JZ1963
 JZ1963  STATE/COUNTY-  IN/FRANKLIN
 JZ1963  USGS QUAD   -  CLARKSBURG (1993)
 JZ1963
 JZ1963                         *CURRENT SURVEY CONTROL
 JZ1963  ___________________________________________________________________
 JZ1963* NAD 83(1986)-  39 24 54.     (N)    085 16 19.     (W)     SCALED    
 JZ1963* NAVD 88     -       302.730  (meters)     993.21   (feet)  ADJUSTED  
 JZ1963  ___________________________________________________________________
 JZ1963  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ1963  DYNAMIC HT  -         302.545 (meters)     992.60  (feet)  COMP
 JZ1963  MODELED GRAV-     980,005.8   (mgal)                       NAVD 88
 JZ1963
 JZ1963  VERT ORDER  -  SECOND    CLASS 0
 JZ1963
 JZ1963.The horizontal coordinates were scaled from a topographic map and have
 JZ1963.an estimated accuracy of +/- 6 seconds.
 JZ1963
 JZ1963.The orthometric height was determined by differential leveling
 JZ1963.and adjusted by the National Geodetic Survey in June 1991..
 JZ1963
 JZ1963.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1963.See file dsdata.txt to determine how the superseded data were derived.
 JZ1963
 JZ1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ487642(NAD 83)
 JZ1963_MARKER: DB = BENCH MARK DISK
 JZ1963_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1963_SP_SET: CULVERT
 JZ1963_STAMPING: H 260 1947
 JZ1963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ2007 ***********************************************************************
 JZ2007  DESIGNATION -  H 261
 JZ2007  PID         -  JZ2007
 JZ2007  STATE/COUNTY-  IN/FRANKLIN
 JZ2007  USGS QUAD   -  METAMORA (1993)
 JZ2007
 JZ2007                         *CURRENT SURVEY CONTROL
 JZ2007  ___________________________________________________________________
 JZ2007* NAD 83(1986)-  39 29 07.     (N)    085 11 47.     (W)     SCALED    
 JZ2007* NAVD 88     -       225.069  (meters)     738.41   (feet)  ADJUSTED  
 JZ2007  ___________________________________________________________________
 JZ2007  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ2007  DYNAMIC HT  -         224.931 (meters)     737.96  (feet)  COMP
 JZ2007  MODELED GRAV-     980,011.1   (mgal)                       NAVD 88
 JZ2007
 JZ2007  VERT ORDER  -  SECOND    CLASS 0
 JZ2007
 JZ2007.The horizontal coordinates were scaled from a topographic map and have
 JZ2007.an estimated accuracy of +/- 6 seconds.
 JZ2007
 JZ2007.The orthometric height was determined by differential leveling
 JZ2007.and adjusted by the National Geodetic Survey in June 1991..
 JZ2007
 JZ2007.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2007.See file dsdata.txt to determine how the superseded data were derived.
 JZ2007
 JZ2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ551721(NAD 83)
 JZ2007_MARKER: DB = BENCH MARK DISK
 JZ2007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2007_SP_SET: CULVERT
 JZ2007_STAMPING: H 261 1947
 JZ2007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ2046 ***********************************************************************
 JZ2046  DESIGNATION -  H 262
 JZ2046  PID         -  JZ2046
 JZ2046  STATE/COUNTY-  IN/FRANKLIN
 JZ2046  USGS QUAD   -  BROOKVILLE (1993)
 JZ2046
 JZ2046                         *CURRENT SURVEY CONTROL
 JZ2046  ___________________________________________________________________
 JZ2046* NAD 83(1986)-  39 27 01.     (N)    085 06 30.     (W)     SCALED    
 JZ2046* NAVD 88     -       203.537  (meters)     667.77   (feet)  ADJUSTED  
 JZ2046  ___________________________________________________________________
 JZ2046  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ2046  DYNAMIC HT  -         203.413 (meters)     667.36  (feet)  COMP
 JZ2046  MODELED GRAV-     980,011.4   (mgal)                       NAVD 88
 JZ2046
 JZ2046  VERT ORDER  -  SECOND    CLASS 0
 JZ2046
 JZ2046.The horizontal coordinates were scaled from a topographic map and have
 JZ2046.an estimated accuracy of +/- 6 seconds.
 JZ2046
 JZ2046.The orthometric height was determined by differential leveling
 JZ2046.and adjusted by the National Geodetic Survey in June 1991..
 JZ2046
 JZ2046.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2046.See file dsdata.txt to determine how the superseded data were derived.
 JZ2046
 JZ2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ627684(NAD 83)
 JZ2046_MARKER: DB = BENCH MARK DISK
 JZ2046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2046_SP_SET: BRIDGE
 JZ2046_STAMPING: H 262 1947
 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 = OCTOBER  6, 2006
 JZ1826 ***********************************************************************
 JZ1826  DESIGNATION -  H 264
 JZ1826  PID         -  JZ1826
 JZ1826  STATE/COUNTY-  IN/RIPLEY
 JZ1826  USGS QUAD   -  BATESVILLE (1993)
 JZ1826
 JZ1826                         *CURRENT SURVEY CONTROL
 JZ1826  ___________________________________________________________________
 JZ1826* NAD 83(1986)-  39 17 41.     (N)    085 11 50.     (W)     SCALED    
 JZ1826* NAVD 88     -       306.543  (meters)    1005.72   (feet)  ADJUSTED  
 JZ1826  ___________________________________________________________________
 JZ1826  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ1826  DYNAMIC HT  -         306.350 (meters)    1005.08  (feet)  COMP
 JZ1826  MODELED GRAV-     979,992.5   (mgal)                       NAVD 88
 JZ1826
 JZ1826  VERT ORDER  -  FIRST     CLASS II
 JZ1826
 JZ1826.The horizontal coordinates were scaled from a topographic map and have
 JZ1826.an estimated accuracy of +/- 6 seconds.
 JZ1826
 JZ1826.The orthometric height was determined by differential leveling
 JZ1826.and adjusted by the National Geodetic Survey in June 1991..
 JZ1826
 JZ1826.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1826.See file dsdata.txt to determine how the superseded data were derived.
 JZ1826
 JZ1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ554510(NAD 83)
 JZ1826_MARKER: DB = BENCH MARK DISK
 JZ1826_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1826_SP_SET: BUILDING
 JZ1826_STAMPING: H 264 1947
 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 = OCTOBER  6, 2006
 JZ2137 ***********************************************************************
 JZ2137  DESIGNATION -  H 266
 JZ2137  PID         -  JZ2137
 JZ2137  STATE/COUNTY-  IN/DECATUR
 JZ2137  USGS QUAD   -  ADAMS (1993)
 JZ2137
 JZ2137                         *CURRENT SURVEY CONTROL
 JZ2137  ___________________________________________________________________
 JZ2137* NAD 83(1986)-  39 24 58.     (N)    085 36 44.     (W)     SCALED    
 JZ2137* NAVD 88     -       260.871  (meters)     855.87   (feet)  ADJUSTED  
 JZ2137  ___________________________________________________________________
 JZ2137  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ2137  DYNAMIC HT  -         260.712 (meters)     855.35  (feet)  COMP
 JZ2137  MODELED GRAV-     980,009.8   (mgal)                       NAVD 88
 JZ2137
 JZ2137  VERT ORDER  -  FIRST     CLASS II
 JZ2137
 JZ2137.The horizontal coordinates were scaled from a topographic map and have
 JZ2137.an estimated accuracy of +/- 6 seconds.
 JZ2137
 JZ2137.The orthometric height was determined by differential leveling
 JZ2137.and adjusted by the National Geodetic Survey in June 1991..
 JZ2137
 JZ2137.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2137.See file dsdata.txt to determine how the superseded data were derived.
 JZ2137
 JZ2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ194638(NAD 83)
 JZ2137_MARKER: DB = BENCH MARK DISK
 JZ2137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2137_STAMPING: H 266 1947
 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 = OCTOBER  6, 2006
 JZ2248 ***********************************************************************
 JZ2248  DESIGNATION -  H 267
 JZ2248  PID         -  JZ2248
 JZ2248  STATE/COUNTY-  IN/SHELBY
 JZ2248  USGS QUAD   -  HOPE (1993)
 JZ2248
 JZ2248                         *CURRENT SURVEY CONTROL
 JZ2248  ___________________________________________________________________
 JZ2248* NAD 83(1986)-  39 22 20.     (N)    085 48 29.     (W)     SCALED    
 JZ2248* NAVD 88     -       212.979  (meters)     698.75   (feet)  ADJUSTED  
 JZ2248  ___________________________________________________________________
 JZ2248  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JZ2248  DYNAMIC HT  -         212.850 (meters)     698.33  (feet)  COMP
 JZ2248  MODELED GRAV-     980,017.9   (mgal)                       NAVD 88
 JZ2248
 JZ2248  VERT ORDER  -  SECOND    CLASS 0
 JZ2248
 JZ2248.The horizontal coordinates were scaled from a topographic map and have
 JZ2248.an estimated accuracy of +/- 6 seconds.
 JZ2248
 JZ2248.The orthometric height was determined by differential leveling
 JZ2248.and adjusted by the National Geodetic Survey in June 1991..
 JZ2248
 JZ2248.The geoid height was determined by GEOID03.
 JZ2248
 JZ2248.The dynamic height is computed by dividing the NAVD 88
 JZ2248.geopotential number by the normal gravity value computed on the
 JZ2248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2248.degrees latitude (g = 980.6199 gals.).
 JZ2248
 JZ2248.The modeled gravity was interpolated from observed gravity values.
 JZ2248
 JZ2248;                    North         East    Units  Estimated Accuracy
 JZ2248;SPC IN E     -   457,830.       87,820.      MT  (+/- 180 meters Scaled)
 JZ2248
 JZ2248                          SUPERSEDED SURVEY CONTROL
 JZ2248
 JZ2248  NGVD 29 (??/??/92)  213.096  (m)          699.13   (f) ADJ UNCH    2 0
 JZ2248
 JZ2248.Superseded values are not recommended for survey control.
 JZ2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2248.See file dsdata.txt to determine how the superseded data were derived.
 JZ2248
 JZ2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ026587(NAD 83)
 JZ2248_MARKER: DB = BENCH MARK DISK
 JZ2248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2248_STAMPING: H 267 1947
 JZ2248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2248+STABILITY: SURFACE MOTION
 JZ2248
 JZ2248  HISTORY     - Date     Condition        Report By
 JZ2248  HISTORY     - 1947     MONUMENTED       CGS
 JZ2248
 JZ2248                          STATION DESCRIPTION
 JZ2248
 JZ2248'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2248'1.6 MI E FROM FLAT ROCK.
 JZ2248'ABOUT 1.65 MILE EAST ALONG THE FLAT ROCK-NORRISTOWN ROAD FROM THE
 JZ2248'POST OFFICE AT FLAT ROCK, IN THE NORTHEAST ANGLE OF THE JUNCTION
 JZ2248'WITH A ROAD LEADING NORTH, 46.5 FEET EAST OF THE CENTER LINE
 JZ2248'OF THE ROAD LEADING NORTH, 24 FEET NORTH OF THE CENTER LINE OF
 JZ2248'THE EAST-WEST ROAD, 18.5 FEET EAST OF A TELEPHONE POLE, 5.0
 JZ2248'FEET EAST OF A FENCE LINE, 1.5 FEET SOUTH OF A FENCE LINE, 2
 JZ2248'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ2248'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 JZ2248'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2227 ***********************************************************************
 JZ2227  DESIGNATION -  H 268
 JZ2227  PID         -  JZ2227
 JZ2227  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2227  USGS QUAD   -  ELIZABETHTOWN (1993)
 JZ2227
 JZ2227                         *CURRENT SURVEY CONTROL
 JZ2227  ___________________________________________________________________
 JZ2227* NAD 83(1986)-  39 13 28.     (N)    085 48 36.     (W)     SCALED    
 JZ2227* NAVD 88     -       202.042  (meters)     662.87   (feet)  ADJUSTED  
 JZ2227  ___________________________________________________________________
 JZ2227  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ2227  DYNAMIC HT  -         201.918 (meters)     662.46  (feet)  COMP
 JZ2227  MODELED GRAV-     980,006.8   (mgal)                       NAVD 88
 JZ2227
 JZ2227  VERT ORDER  -  SECOND    CLASS 0
 JZ2227
 JZ2227.The horizontal coordinates were scaled from a topographic map and have
 JZ2227.an estimated accuracy of +/- 6 seconds.
 JZ2227
 JZ2227.The orthometric height was determined by differential leveling
 JZ2227.and adjusted by the National Geodetic Survey in June 1991..
 JZ2227
 JZ2227.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2227.See file dsdata.txt to determine how the superseded data were derived.
 JZ2227
 JZ2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ027423(NAD 83)
 JZ2227_MARKER: DB = BENCH MARK DISK
 JZ2227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2227_STAMPING: H 268 1947
 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 = OCTOBER  6, 2006
 JZ1267 ***********************************************************************
 JZ1267  DESIGNATION -  H 269
 JZ1267  PID         -  JZ1267
 JZ1267  STATE/COUNTY-  IN/UNION
 JZ1267  USGS QUAD   -  COLLEGE CORNER (1992)
 JZ1267
 JZ1267                         *CURRENT SURVEY CONTROL
 JZ1267  ___________________________________________________________________
 JZ1267* NAD 83(1986)-  39 34 55.     (N)    084 51 09.     (W)     SCALED    
 JZ1267* NAVD 88     -       309.112  (meters)    1014.14   (feet)  ADJUSTED  
 JZ1267  ___________________________________________________________________
 JZ1267  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JZ1267  DYNAMIC HT  -         308.934 (meters)    1013.56  (feet)  COMP
 JZ1267  MODELED GRAV-     980,042.3   (mgal)                       NAVD 88
 JZ1267
 JZ1267  VERT ORDER  -  SECOND    CLASS 0
 JZ1267
 JZ1267.The horizontal coordinates were scaled from a topographic map and have
 JZ1267.an estimated accuracy of +/- 6 seconds.
 JZ1267
 JZ1267.The orthometric height was determined by differential leveling
 JZ1267.and adjusted by the National Geodetic Survey in June 1991..
 JZ1267
 JZ1267.The geoid height was determined by GEOID03.
 JZ1267
 JZ1267.The dynamic height is computed by dividing the NAVD 88
 JZ1267.geopotential number by the normal gravity value computed on the
 JZ1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1267.degrees latitude (g = 980.6199 gals.).
 JZ1267
 JZ1267.The modeled gravity was interpolated from observed gravity values.
 JZ1267
 JZ1267;                    North         East    Units  Estimated Accuracy
 JZ1267;SPC IN E     -   481,420.      169,950.      MT  (+/- 180 meters Scaled)
 JZ1267
 JZ1267                          SUPERSEDED SURVEY CONTROL
 JZ1267
 JZ1267  NGVD 29 (??/??/92)  309.266  (m)         1014.65   (f) ADJ UNCH    2 0
 JZ1267
 JZ1267.Superseded values are not recommended for survey control.
 JZ1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1267.See file dsdata.txt to determine how the superseded data were derived.
 JZ1267
 JZ1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ844835(NAD 83)
 JZ1267_MARKER: DB = BENCH MARK DISK
 JZ1267_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1267_SP_SET: GATE POST
 JZ1267_STAMPING: H 269 1947
 JZ1267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1267
 JZ1267  HISTORY     - Date     Condition        Report By
 JZ1267  HISTORY     - 1947     MONUMENTED       CGS
 JZ1267
 JZ1267                          STATION DESCRIPTION
 JZ1267
 JZ1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1267'1.2 MI SE FROM COTTAGE GROVE.
 JZ1267'0.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE
 JZ1267'AT COTTAGE GROVE, THENCE ABOUT 0.55 MILE SOUTH ALONG A BLACK
 JZ1267'TOP ROAD, ABOUT 85 YARDS NORTH OF A CROSS ROAD, SET VERTICALLY
 JZ1267'IN THE WEST FACE OF THE NORTH CONCRETE GATE POST AT THE WEST
 JZ1267'ENTRANCE TO A CEMETERY, 38.5 FEET SOUTH OF A TRIPLE-TRUNKED
 JZ1267'SYCAMORE TREE, 28 FEET EAST OF THE CENTER LINE OF THE ROAD
 JZ1267'AND 1.5 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0433 ***********************************************************************
 LB0433  DESIGNATION -  H 27
 LB0433  PID         -  LB0433
 LB0433  STATE/COUNTY-  IN/HOWARD
 LB0433  USGS QUAD   -  RUSSIAVILLE (1961)
 LB0433
 LB0433                         *CURRENT SURVEY CONTROL
 LB0433  ___________________________________________________________________
 LB0433* NAD 83(1986)-  40 24 49.     (N)    086 16 19.     (W)     SCALED    
 LB0433* NAVD 88     -       259.644  (meters)     851.85   (feet)  ADJUSTED  
 LB0433  ___________________________________________________________________
 LB0433  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LB0433  DYNAMIC HT  -         259.507 (meters)     851.40  (feet)  COMP
 LB0433  MODELED GRAV-     980,091.8   (mgal)                       NAVD 88
 LB0433
 LB0433  VERT ORDER  -  SECOND    CLASS 0
 LB0433
 LB0433.The horizontal coordinates were scaled from a topographic map and have
 LB0433.an estimated accuracy of +/- 6 seconds.
 LB0433
 LB0433.The orthometric height was determined by differential leveling
 LB0433.and adjusted by the National Geodetic Survey in June 1991..
 LB0433
 LB0433.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0433.See file dsdata.txt to determine how the superseded data were derived.
 LB0433
 LB0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK617739(NAD 83)
 LB0433_MARKER: DB = BENCH MARK DISK
 LB0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0433_STAMPING: H 27 1934
 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             NGS
 LB0433
 LB0433                          STATION DESCRIPTION
 LB0433
 LB0433'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2164 ***********************************************************************
 JZ2164  DESIGNATION -  H 270
 JZ2164  PID         -  JZ2164
 JZ2164  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2164  USGS QUAD   -  GRAMMER (1993)
 JZ2164
 JZ2164                         *CURRENT SURVEY CONTROL
 JZ2164  ___________________________________________________________________
 JZ2164* NAD 83(1986)-  39 09 01.     (N)    085 43 27.     (W)     SCALED    
 JZ2164* NAVD 88     -       222.894  (meters)     731.28   (feet)  ADJUSTED  
 JZ2164  ___________________________________________________________________
 JZ2164  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ2164  DYNAMIC HT  -         222.755 (meters)     730.82  (feet)  COMP
 JZ2164  MODELED GRAV-     979,998.6   (mgal)                       NAVD 88
 JZ2164
 JZ2164  VERT ORDER  -  SECOND    CLASS 0
 JZ2164
 JZ2164.The horizontal coordinates were scaled from a topographic map and have
 JZ2164.an estimated accuracy of +/- 6 seconds.
 JZ2164
 JZ2164.The orthometric height was determined by differential leveling
 JZ2164.and adjusted by the National Geodetic Survey in June 1991..
 JZ2164
 JZ2164.The geoid height was determined by GEOID03.
 JZ2164
 JZ2164.The dynamic height is computed by dividing the NAVD 88
 JZ2164.geopotential number by the normal gravity value computed on the
 JZ2164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2164.degrees latitude (g = 980.6199 gals.).
 JZ2164
 JZ2164.The modeled gravity was interpolated from observed gravity values.
 JZ2164
 JZ2164;                    North         East    Units  Estimated Accuracy
 JZ2164;SPC IN E     -   433,180.       95,030.      MT  (+/- 180 meters Scaled)
 JZ2164
 JZ2164                          SUPERSEDED SURVEY CONTROL
 JZ2164
 JZ2164  NGVD 29 (??/??/92)  223.014  (m)          731.67   (f) ADJ UNCH    2 0
 JZ2164
 JZ2164.Superseded values are not recommended for survey control.
 JZ2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2164.See file dsdata.txt to determine how the superseded data were derived.
 JZ2164
 JZ2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ102342(NAD 83)
 JZ2164_MARKER: DB = BENCH MARK DISK
 JZ2164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2164_SP_SET: BUILDING
 JZ2164_STAMPING: H 270 1947
 JZ2164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2164
 JZ2164  HISTORY     - Date     Condition        Report By
 JZ2164  HISTORY     - 1947     MONUMENTED       CGS
 JZ2164
 JZ2164                          STATION DESCRIPTION
 JZ2164
 JZ2164'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2164'AT GRAMMER.
 JZ2164'AT GRAMMER, SET VERTICALLY IN THE WEST FACE AT THE SOUTHWEST
 JZ2164'CORNER OF THE BRICK WALL OF THE GRAMMER SCHOOL, 1.7 FEET NORTH
 JZ2164'OF THE SOUTHWEST CORNER AND 4.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0805 ***********************************************************************
 AI0805  DESIGNATION -  H 270 RESET
 AI0805  PID         -  AI0805
 AI0805  STATE/COUNTY-  IN/BARTHOLOMEW
 AI0805  USGS QUAD   -  GRAMMER (1993)
 AI0805
 AI0805                         *CURRENT SURVEY CONTROL
 AI0805  ___________________________________________________________________
 AI0805* NAD 83(1986)-  39 09 01.     (N)    085 43 27.     (W)     SCALED    
 AI0805* NAVD 88     -       221.40   (meters)     726.4    (feet)  RESET     
 AI0805  ___________________________________________________________________
 AI0805  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 AI0805
 AI0805  VERT ORDER  -  THIRD
 AI0805
 AI0805.The horizontal coordinates were scaled from a topographic map and have
 AI0805.an estimated accuracy of +/- 6 seconds.
 AI0805
 AI0805.The orthometric height was computed from unverified reset data.
 AI0805
 AI0805.The geoid height was determined by GEOID03.
 AI0805
 AI0805;                    North         East    Units  Estimated Accuracy
 AI0805;SPC IN E     -   433,180.       95,030.      MT  (+/- 180 meters Scaled)
 AI0805
 AI0805                          SUPERSEDED SURVEY CONTROL
 AI0805
 AI0805.No superseded survey control is available for this station.
 AI0805
 AI0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ102342(NAD 83)
 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_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 = OCTOBER  6, 2006
 JZ2219 ***********************************************************************
 JZ2219  CBN         -  This is a Cooperative Base Network Control Station.
 JZ2219  DESIGNATION -  H 271
 JZ2219  PID         -  JZ2219
 JZ2219  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2219  USGS QUAD   -  COLUMBUS (1993)
 JZ2219
 JZ2219                         *CURRENT SURVEY CONTROL
 JZ2219  ___________________________________________________________________
 JZ2219* NAD 83(1997)-  39 08 57.12423(N)    085 55 13.44599(W)     ADJUSTED  
 JZ2219* NAVD 88     -       186.402  (meters)     611.55   (feet)  ADJUSTED  
 JZ2219  ___________________________________________________________________
 JZ2219  X           -     352,368.042 (meters)                     COMP
 JZ2219  Y           -  -4,940,454.945 (meters)                     COMP
 JZ2219  Z           -   4,005,272.322 (meters)                     COMP
 JZ2219  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 JZ2219  ELLIP HEIGHT-         152.62  (meters)          (04/10/98) GPS OBS
 JZ2219  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JZ2219  DYNAMIC HT  -         186.287 (meters)     611.18  (feet)  COMP
 JZ2219  MODELED GRAV-     980,008.4   (mgal)                       NAVD 88
 JZ2219
 JZ2219  HORZ ORDER  -  B
 JZ2219  VERT ORDER  -  SECOND    CLASS 0
 JZ2219  ELLP ORDER  -  FOURTH    CLASS I
 JZ2219
 JZ2219.The horizontal coordinates were established by GPS observations
 JZ2219.and adjusted by the National Geodetic Survey in April 1998..
 JZ2219
 JZ2219.The orthometric height was determined by differential leveling
 JZ2219.and adjusted by the National Geodetic Survey in June 1991..
 JZ2219
 JZ2219.Photographs are available 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 DEFLEC99 derived deflections.
 JZ2219
 JZ2219.The ellipsoidal height was determined by GPS observations
 JZ2219.and is referenced to NAD 83.
 JZ2219
 JZ2219.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JZ2219;SPC IN E     -   433,090.254    78,066.803   MT  0.99997259   -0 09 36.7
 JZ2219;SPC IN E     - 1,420,896.94    256,124.17   sFT  0.99997259   -0 09 36.7
 JZ2219;UTM  16      - 4,333,888.733   593,288.795   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  =   0.99968322
 JZ2219
 JZ2219                          SUPERSEDED SURVEY CONTROL
 JZ2219
 JZ2219  NAVD 88 (04/10/98)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2219.See file dsdata.txt to determine how the superseded data were derived.
 JZ2219
 JZ2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9328933889(NAD 83)
 JZ2219_MARKER: DB = BENCH MARK DISK
 JZ2219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2219_SP_SET: 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 - May 29, 2001
 JZ2219
 JZ2219  HISTORY     - Date     Condition        Report By
 JZ2219  HISTORY     - 1947     MONUMENTED       CGS
 JZ2219  HISTORY     - 19970819 GOOD             SEC
 JZ2219  HISTORY     - 20010529 GOOD             WOOLPT
 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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1835 ***********************************************************************
 JZ1835  DESIGNATION -  H 272
 JZ1835  PID         -  JZ1835
 JZ1835  STATE/COUNTY-  IN/DECATUR
 JZ1835  USGS QUAD   -  NEW POINT (1993)
 JZ1835
 JZ1835                         *CURRENT SURVEY CONTROL
 JZ1835  ___________________________________________________________________
 JZ1835* NAD 83(1986)-  39 18 43.     (N)    085 20 51.     (W)     SCALED    
 JZ1835* NAVD 88     -       306.999  (meters)    1007.21   (feet)  ADJUSTED  
 JZ1835  ___________________________________________________________________
 JZ1835  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ1835  DYNAMIC HT  -         306.807 (meters)    1006.58  (feet)  COMP
 JZ1835  MODELED GRAV-     979,992.2   (mgal)                       NAVD 88
 JZ1835
 JZ1835  VERT ORDER  -  FIRST     CLASS II
 JZ1835
 JZ1835.The horizontal coordinates were scaled from a topographic map and have
 JZ1835.an estimated accuracy of +/- 6 seconds.
 JZ1835
 JZ1835.The orthometric height was determined by differential leveling
 JZ1835.and adjusted by the National Geodetic Survey in June 1991..
 JZ1835
 JZ1835.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1835.See file dsdata.txt to determine how the superseded data were derived.
 JZ1835
 JZ1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ424526(NAD 83)
 JZ1835_MARKER: DB = BENCH MARK DISK
 JZ1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1835_STAMPING: H 272 1947
 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 = OCTOBER  6, 2006
 JZ0545 ***********************************************************************
 JZ0545  DESIGNATION -  H 273
 JZ0545  PID         -  JZ0545
 JZ0545  STATE/COUNTY-  IN/DEARBORN
 JZ0545  USGS QUAD   -  GUILFORD (1983)
 JZ0545
 JZ0545                         *CURRENT SURVEY CONTROL
 JZ0545  ___________________________________________________________________
 JZ0545* NAD 83(1986)-  39 09 37.     (N)    084 53 49.     (W)     SCALED    
 JZ0545* NAVD 88     -       164.664  (meters)     540.24   (feet)  ADJUSTED  
 JZ0545  ___________________________________________________________________
 JZ0545  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ0545  DYNAMIC HT  -         164.563 (meters)     539.90  (feet)  COMP
 JZ0545  MODELED GRAV-     980,011.0   (mgal)                       NAVD 88
 JZ0545
 JZ0545  VERT ORDER  -  FIRST     CLASS II
 JZ0545
 JZ0545.The horizontal coordinates were scaled from a topographic map and have
 JZ0545.an estimated accuracy of +/- 6 seconds.
 JZ0545
 JZ0545.The orthometric height was determined by differential leveling
 JZ0545.and adjusted by the National Geodetic Survey in June 1991..
 JZ0545
 JZ0545.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0545.See file dsdata.txt to determine how the superseded data were derived.
 JZ0545
 JZ0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ817366(NAD 83)
 JZ0545_MARKER: DB = BENCH MARK DISK
 JZ0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0545_STAMPING: H 273 1947
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1966
 JZ0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ0930 ***********************************************************************
 JZ0930  DESIGNATION -  H 274
 JZ0930  PID         -  JZ0930
 JZ0930  STATE/COUNTY-  IN/FRANKLIN
 JZ0930  USGS QUAD   -  HARRISON (1996)
 JZ0930
 JZ0930                         *CURRENT SURVEY CONTROL
 JZ0930  ___________________________________________________________________
 JZ0930* NAD 83(1986)-  39 18 45.     (N)    084 52 09.     (W)     SCALED    
 JZ0930* NAVD 88     -       276.639  (meters)     907.61   (feet)  ADJUSTED  
 JZ0930  ___________________________________________________________________
 JZ0930  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JZ0930  DYNAMIC HT  -         276.474 (meters)     907.07  (feet)  COMP
 JZ0930  MODELED GRAV-     980,022.9   (mgal)                       NAVD 88
 JZ0930
 JZ0930  VERT ORDER  -  SECOND    CLASS 0
 JZ0930
 JZ0930.The horizontal coordinates were scaled from a topographic map and have
 JZ0930.an estimated accuracy of +/- 6 seconds.
 JZ0930
 JZ0930.The orthometric height was determined by differential leveling
 JZ0930.and adjusted by the National Geodetic Survey in June 1991..
 JZ0930
 JZ0930.The geoid height was determined by GEOID03.
 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     -   451,490.      168,780.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0930.See file dsdata.txt to determine how the superseded data were derived.
 JZ0930
 JZ0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ837536(NAD 83)
 JZ0930_MARKER: DB = BENCH MARK DISK
 JZ0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0930_STAMPING: H 274 1947
 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 = OCTOBER  6, 2006
 HB0095 ***********************************************************************
 HB0095  DESIGNATION -  H 275
 HB0095  PID         -  HB0095
 HB0095  STATE/COUNTY-  IN/POSEY
 HB0095  USGS QUAD   -  EMMA (1978)
 HB0095
 HB0095                         *CURRENT SURVEY CONTROL
 HB0095  ___________________________________________________________________
 HB0095* NAD 83(1986)-  37 52 40.     (N)    088 02 29.     (W)     SCALED    
 HB0095* NAVD 88     -       108.915  (meters)     357.33   (feet)  ADJUSTED  
 HB0095  ___________________________________________________________________
 HB0095  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 HB0095  DYNAMIC HT  -         108.840 (meters)     357.09  (feet)  COMP
 HB0095  MODELED GRAV-     979,946.9   (mgal)                       NAVD 88
 HB0095
 HB0095  VERT ORDER  -  FIRST     CLASS II
 HB0095
 HB0095.The horizontal coordinates were scaled from a topographic map and have
 HB0095.an estimated accuracy of +/- 6 seconds.
 HB0095
 HB0095.The orthometric height was determined by differential leveling
 HB0095.and adjusted by the National Geodetic Survey in June 1991..
 HB0095
 HB0095.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HB0095
 HB0095  NGVD 29 (??/??/??)  109.022  (m)          357.68   (f) ADJUSTED    1 2
 HB0095
 HB0095.Superseded values are not recommended for survey control.
 HB0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0095.See file dsdata.txt to determine how the superseded data were derived.
 HB0095
 HB0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG084927(NAD 83)
 HB0095_MARKER: DB = BENCH MARK DISK
 HB0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0095_SP_SET: ABUTMENT
 HB0095_STAMPING: H 275 1954
 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 = OCTOBER  6, 2006
 JZ1599 ***********************************************************************
 JZ1599  DESIGNATION -  H 276
 JZ1599  PID         -  JZ1599
 JZ1599  STATE/COUNTY-  IN/WAYNE
 JZ1599  USGS QUAD   -  CAMBRIDGE CITY (1981)
 JZ1599
 JZ1599                         *CURRENT SURVEY CONTROL
 JZ1599  ___________________________________________________________________
 JZ1599* NAD 83(1986)-  39 45 32.     (N)    085 09 56.     (W)     SCALED    
 JZ1599* NAVD 88     -       308.059  (meters)    1010.69   (feet)  ADJUSTED  
 JZ1599  ___________________________________________________________________
 JZ1599  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JZ1599  DYNAMIC HT  -         307.881 (meters)    1010.11  (feet)  COMP
 JZ1599  MODELED GRAV-     980,039.2   (mgal)                       NAVD 88
 JZ1599
 JZ1599  VERT ORDER  -  SECOND    CLASS 0
 JZ1599
 JZ1599.The horizontal coordinates were scaled from a topographic map and have
 JZ1599.an estimated accuracy of +/- 6 seconds.
 JZ1599
 JZ1599.The orthometric height was determined by differential leveling
 JZ1599.and adjusted by the National Geodetic Survey in June 1991..
 JZ1599
 JZ1599.The geoid height was determined by GEOID03.
 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     -   500,870.      142,940.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1599.See file dsdata.txt to determine how the superseded data were derived.
 JZ1599
 JZ1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK571026(NAD 83)
 JZ1599_MARKER: DB = BENCH MARK DISK
 JZ1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1599_STAMPING: H 276 1947
 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 = OCTOBER  6, 2006
 JZ1289 ***********************************************************************
 JZ1289  DESIGNATION -  H 277
 JZ1289  PID         -  JZ1289
 JZ1289  STATE/COUNTY-  IN/WAYNE
 JZ1289  USGS QUAD   -  LIBERTY (1974)
 JZ1289
 JZ1289                         *CURRENT SURVEY CONTROL
 JZ1289  ___________________________________________________________________
 JZ1289* NAD 83(1986)-  39 44 02.     (N)    084 54 32.     (W)     SCALED    
 JZ1289* NAVD 88     -       309.063  (meters)    1013.98   (feet)  ADJUSTED  
 JZ1289  ___________________________________________________________________
 JZ1289  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JZ1289  DYNAMIC HT  -         308.882 (meters)    1013.39  (feet)  COMP
 JZ1289  MODELED GRAV-     980,033.1   (mgal)                       NAVD 88
 JZ1289
 JZ1289  VERT ORDER  -  SECOND    CLASS 0
 JZ1289
 JZ1289.The horizontal coordinates were scaled from a topographic map and have
 JZ1289.an estimated accuracy of +/- 6 seconds.
 JZ1289
 JZ1289.The orthometric height was determined by differential leveling
 JZ1289.and adjusted by the National Geodetic Survey in June 1991..
 JZ1289
 JZ1289.The geoid height was determined by GEOID03.
 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     -   498,250.      164,960.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1289.See file dsdata.txt to determine how the superseded data were derived.
 JZ1289
 JZ1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK791003(NAD 83)
 JZ1289_MARKER: DB = BENCH MARK DISK
 JZ1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1289_STAMPING: H 277 1947
 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 - June 06, 2003
 JZ1289
 JZ1289  HISTORY     - Date     Condition        Report By
 JZ1289  HISTORY     - 1947     MONUMENTED       CGS
 JZ1289  HISTORY     - 20030606 GOOD             GEOCAC
 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' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1317 ***********************************************************************
 HZ1317  DESIGNATION -  H 278
 HZ1317  PID         -  HZ1317
 HZ1317  STATE/COUNTY-  IN/CLARK
 HZ1317  USGS QUAD   -  SPEED (1994)
 HZ1317
 HZ1317                         *CURRENT SURVEY CONTROL
 HZ1317  ___________________________________________________________________
 HZ1317* NAD 83(1986)-  38 25 08.     (N)    085 48 18.     (W)     SCALED    
 HZ1317* NAVD 88     -       175.478  (meters)     575.71   (feet)  ADJUSTED  
 HZ1317  ___________________________________________________________________
 HZ1317  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 HZ1317  DYNAMIC HT  -         175.360 (meters)     575.33  (feet)  COMP
 HZ1317  MODELED GRAV-     979,955.4   (mgal)                       NAVD 88
 HZ1317
 HZ1317  VERT ORDER  -  FIRST     CLASS II
 HZ1317
 HZ1317.The horizontal coordinates were scaled from a topographic map and have
 HZ1317.an estimated accuracy of +/- 6 seconds.
 HZ1317
 HZ1317.The orthometric height was determined by differential leveling
 HZ1317.and adjusted by the National Geodetic Survey in June 1991..
 HZ1317
 HZ1317.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1317.See file dsdata.txt to determine how the superseded data were derived.
 HZ1317
 HZ1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH043529(NAD 83)
 HZ1317_MARKER: DB = BENCH MARK DISK
 HZ1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1317_STAMPING: H 278 1949
 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 = OCTOBER  6, 2006
 JA0199 ***********************************************************************
 JA0199  DESIGNATION -  H 279
 JA0199  PID         -  JA0199
 JA0199  STATE/COUNTY-  IN/WASHINGTON
 JA0199  USGS QUAD   -  BECKS MILL (1994)
 JA0199
 JA0199                         *CURRENT SURVEY CONTROL
 JA0199  ___________________________________________________________________
 JA0199* NAD 83(1986)-  38 37 11.     (N)    086 08 32.     (W)     SCALED    
 JA0199* NAVD 88     -       233.683  (meters)     766.67   (feet)  ADJUSTED  
 JA0199  ___________________________________________________________________
 JA0199  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 JA0199  DYNAMIC HT  -         233.527 (meters)     766.16  (feet)  COMP
 JA0199  MODELED GRAV-     979,957.4   (mgal)                       NAVD 88
 JA0199
 JA0199  VERT ORDER  -  FIRST     CLASS II
 JA0199
 JA0199.The horizontal coordinates were scaled from a topographic map and have
 JA0199.an estimated accuracy of +/- 6 seconds.
 JA0199
 JA0199.The orthometric height was determined by differential leveling
 JA0199.and adjusted by the National Geodetic Survey in June 1991..
 JA0199
 JA0199.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0199.See file dsdata.txt to determine how the superseded data were derived.
 JA0199
 JA0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH746749(NAD 83)
 JA0199_MARKER: DB = BENCH MARK DISK
 JA0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0199_SP_SET: BRIDGE
 JA0199_STAMPING: H 279 1949
 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 = OCTOBER  6, 2006
 LB1091 ***********************************************************************
 LB1091  DESIGNATION -  H 28
 LB1091  PID         -  LB1091
 LB1091  STATE/COUNTY-  IN/CASS
 LB1091  USGS QUAD   -  BURNETTSVILLE (1962)
 LB1091
 LB1091                         *CURRENT SURVEY CONTROL
 LB1091  ___________________________________________________________________
 LB1091* NAD 83(1986)-  40 45 51.     (N)    086 30 27.     (W)     SCALED    
 LB1091* NAVD 88     -       202.872  (meters)     665.59   (feet)  ADJUSTED  
 LB1091  ___________________________________________________________________
 LB1091  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 LB1091  DYNAMIC HT  -         202.778 (meters)     665.28  (feet)  COMP
 LB1091  MODELED GRAV-     980,159.1   (mgal)                       NAVD 88
 LB1091
 LB1091  VERT ORDER  -  SECOND    CLASS 0
 LB1091
 LB1091.The horizontal coordinates were scaled from a topographic map and have
 LB1091.an estimated accuracy of +/- 6 seconds.
 LB1091
 LB1091.The orthometric height was determined by differential leveling
 LB1091.and adjusted by the National Geodetic Survey in June 1991..
 LB1091
 LB1091.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1091.See file dsdata.txt to determine how the superseded data were derived.
 LB1091
 LB1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL415126(NAD 83)
 LB1091_MARKER: DB = BENCH MARK DISK
 LB1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1091_STAMPING: H 28 1934
 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             NGS
 LB1091
 LB1091                          STATION DESCRIPTION
 LB1091
 LB1091'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0809 ***********************************************************************
 JA0809  DESIGNATION -  H 280
 JA0809  PID         -  JA0809
 JA0809  STATE/COUNTY-  IN/GREENE
 JA0809  USGS QUAD   -  OWENSBURG (1978)
 JA0809
 JA0809                         *CURRENT SURVEY CONTROL
 JA0809  ___________________________________________________________________
 JA0809* NAD 83(1986)-  38 59 45.     (N)    086 44 19.     (W)     SCALED    
 JA0809* NAVD 88     -       237.832  (meters)     780.29   (feet)  ADJUSTED  
 JA0809  ___________________________________________________________________
 JA0809  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JA0809  DYNAMIC HT  -         237.683 (meters)     779.80  (feet)  COMP
 JA0809  MODELED GRAV-     979,995.5   (mgal)                       NAVD 88
 JA0809
 JA0809  VERT ORDER  -  FIRST     CLASS II
 JA0809
 JA0809.The horizontal coordinates were scaled from a topographic map and have
 JA0809.an estimated accuracy of +/- 6 seconds.
 JA0809
 JA0809.The orthometric height was determined by differential leveling
 JA0809.and adjusted by the National Geodetic Survey in June 1991..
 JA0809
 JA0809.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0809.See file dsdata.txt to determine how the superseded data were derived.
 JA0809
 JA0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ226163(NAD 83)
 JA0809_MARKER: DB = BENCH MARK DISK
 JA0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0809_STAMPING: H 280 1949
 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 = OCTOBER  6, 2006
 JA0119 ***********************************************************************
 JA0119  DESIGNATION -  H 281
 JA0119  PID         -  JA0119
 JA0119  STATE/COUNTY-  IN/LAWRENCE
 JA0119  USGS QUAD   -  BEDFORD WEST (1993)
 JA0119
 JA0119                         *CURRENT SURVEY CONTROL
 JA0119  ___________________________________________________________________
 JA0119* NAD 83(1986)-  38 48 47.     (N)    086 30 00.     (W)     SCALED    
 JA0119* NAVD 88     -       154.511  (meters)     506.92   (feet)  ADJUSTED  
 JA0119  ___________________________________________________________________
 JA0119  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 JA0119  DYNAMIC HT  -         154.413 (meters)     506.60  (feet)  COMP
 JA0119  MODELED GRAV-     979,993.3   (mgal)                       NAVD 88
 JA0119
 JA0119  VERT ORDER  -  FIRST     CLASS II
 JA0119
 JA0119.The horizontal coordinates were scaled from a topographic map and have
 JA0119.an estimated accuracy of +/- 6 seconds.
 JA0119
 JA0119.The orthometric height was determined by differential leveling
 JA0119.and adjusted by the National Geodetic Survey in June 1991..
 JA0119
 JA0119.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0119.See file dsdata.txt to determine how the superseded data were derived.
 JA0119
 JA0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH434961(NAD 83)
 JA0119_MARKER: DB = BENCH MARK DISK
 JA0119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0119_SP_SET: BRIDGE
 JA0119_STAMPING: H 281 1949
 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 = OCTOBER  6, 2006
 JA0793 ***********************************************************************
 JA0793  DESIGNATION -  H 282
 JA0793  PID         -  JA0793
 JA0793  STATE/COUNTY-  IN/LAWRENCE
 JA0793  USGS QUAD   -  OOLITIC (1978)
 JA0793
 JA0793                         *CURRENT SURVEY CONTROL
 JA0793  ___________________________________________________________________
 JA0793* NAD 83(1997)-  38 55 59.40874(N)    086 36 50.71310(W)     ADJUSTED  
 JA0793* NAVD 88     -       207.705  (meters)     681.45   (feet)  ADJUSTED  
 JA0793  ___________________________________________________________________
 JA0793  X           -     293,422.367 (meters)                     COMP
 JA0793  Y           -  -4,959,456.453 (meters)                     COMP
 JA0793  Z           -   3,986,658.253 (meters)                     COMP
 JA0793  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 JA0793  ELLIP HEIGHT-         174.68  (meters)          (05/25/99) GPS OBS
 JA0793  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JA0793  DYNAMIC HT  -         207.574 (meters)     681.02  (feet)  COMP
 JA0793  MODELED GRAV-     979,995.3   (mgal)                       NAVD 88
 JA0793
 JA0793  HORZ ORDER  -  THIRD
 JA0793  VERT ORDER  -  FIRST     CLASS II
 JA0793  ELLP ORDER  -  FOURTH    CLASS I
 JA0793
 JA0793.The horizontal coordinates were established by GPS observations
 JA0793.and adjusted by the National Geodetic Survey in May 1999..
 JA0793
 JA0793.The orthometric height was determined by differential leveling
 JA0793.and adjusted by the National Geodetic Survey in June 1991..
 JA0793
 JA0793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA0793
 JA0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0793
 JA0793.The ellipsoidal height was determined by GPS observations
 JA0793.and is referenced to NAD 83.
 JA0793
 JA0793.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JA0793;SPC IN W     -   409,182.016   940,686.077   MT  0.99998704   +0 17 41.6
 JA0793;SPC IN W     - 1,342,458.00  3,086,234.24   sFT  0.99998704   +0 17 41.6
 JA0793;UTM  16      - 4,309,431.116   533,448.353   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                          SUPERSEDED SURVEY CONTROL
 JA0793
 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
 JA0793.Superseded values are not recommended for survey control.
 JA0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0793.See file dsdata.txt to determine how the superseded data were derived.
 JA0793
 JA0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3344809431(NAD 83)
 JA0793_MARKER: DB = BENCH MARK DISK
 JA0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0793_SP_SET: CONCRETE POST
 JA0793_STAMPING: H 282 1949
 JA0793_MARK LOGO: CGS   
 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 - July 18, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1207 ***********************************************************************
 JA1207  DESIGNATION -  H 283
 JA1207  PID         -  JA1207
 JA1207  STATE/COUNTY-  IN/POSEY
 JA1207  USGS QUAD   -  NEW HARMONY (1980)
 JA1207
 JA1207                         *CURRENT SURVEY CONTROL
 JA1207  ___________________________________________________________________
 JA1207* NAD 83(1986)-  38 10 43.     (N)    087 55 41.     (W)     SCALED    
 JA1207* NAVD 88     -       115.339  (meters)     378.41   (feet)  ADJUSTED  
 JA1207  ___________________________________________________________________
 JA1207  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 JA1207  DYNAMIC HT  -         115.262 (meters)     378.16  (feet)  COMP
 JA1207  MODELED GRAV-     979,961.3   (mgal)                       NAVD 88
 JA1207
 JA1207  VERT ORDER  -  FIRST     CLASS II
 JA1207
 JA1207.The horizontal coordinates were scaled from a topographic map and have
 JA1207.an estimated accuracy of +/- 6 seconds.
 JA1207
 JA1207.The orthometric height was determined by differential leveling
 JA1207.and adjusted by the National Geodetic Survey in June 1991..
 JA1207
 JA1207.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1207.See file dsdata.txt to determine how the superseded data were derived.
 JA1207
 JA1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH187260(NAD 83)
 JA1207_MARKER: DB = BENCH MARK DISK
 JA1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1207_STAMPING: H 283 1954
 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 = OCTOBER  6, 2006
 JA1189 ***********************************************************************
 JA1189  DESIGNATION -  H 284
 JA1189  PID         -  JA1189
 JA1189  STATE/COUNTY-  IN/GIBSON
 JA1189  USGS QUAD   -  GRAYVILLE (1980)
 JA1189
 JA1189                         *CURRENT SURVEY CONTROL
 JA1189  ___________________________________________________________________
 JA1189* NAD 83(1986)-  38 15 59.     (N)    087 54 37.     (W)     SCALED    
 JA1189* NAVD 88     -       116.508  (meters)     382.24   (feet)  ADJUSTED  
 JA1189  ___________________________________________________________________
 JA1189  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 JA1189  DYNAMIC HT  -         116.432 (meters)     381.99  (feet)  COMP
 JA1189  MODELED GRAV-     979,972.8   (mgal)                       NAVD 88
 JA1189
 JA1189  VERT ORDER  -  FIRST     CLASS II
 JA1189
 JA1189.The horizontal coordinates were scaled from a topographic map and have
 JA1189.an estimated accuracy of +/- 6 seconds.
 JA1189
 JA1189.The orthometric height was determined by differential leveling
 JA1189.and adjusted by the National Geodetic Survey in June 1991..
 JA1189
 JA1189.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1189.See file dsdata.txt to determine how the superseded data were derived.
 JA1189
 JA1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH203357(NAD 83)
 JA1189_MARKER: DB = BENCH MARK DISK
 JA1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1189_STAMPING: H 284 1954
 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 = OCTOBER  6, 2006
 JA1333 ***********************************************************************
 JA1333  DESIGNATION -  H 285
 JA1333  PID         -  JA1333
 JA1333  STATE/COUNTY-  IN/KNOX
 JA1333  USGS QUAD   -  VINCENNES (1998)
 JA1333
 JA1333                         *CURRENT SURVEY CONTROL
 JA1333  ___________________________________________________________________
 JA1333* NAD 83(1986)-  38 40 19.     (N)    087 34 14.     (W)     SCALED    
 JA1333* NAVD 88     -       125.660  (meters)     412.27   (feet)  ADJUSTED  
 JA1333  ___________________________________________________________________
 JA1333  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JA1333  DYNAMIC HT  -         125.583 (meters)     412.02  (feet)  COMP
 JA1333  MODELED GRAV-     980,011.0   (mgal)                       NAVD 88
 JA1333
 JA1333  VERT ORDER  -  FIRST     CLASS II
 JA1333
 JA1333.The horizontal coordinates were scaled from a topographic map and have
 JA1333.an estimated accuracy of +/- 6 seconds.
 JA1333
 JA1333.The orthometric height was determined by differential leveling
 JA1333.and adjusted by the National Geodetic Survey in June 1991..
 JA1333
 JA1333.The geoid height was determined by GEOID03.
 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     -   380,190.      857,600.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1333.See file dsdata.txt to determine how the superseded data were derived.
 JA1333
 JA1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH503805(NAD 83)
 JA1333_MARKER: DB = BENCH MARK DISK
 JA1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1333_STAMPING: H 285 1954
 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             USE
 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 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 = OCTOBER  6, 2006
 ME1145 ***********************************************************************
 ME1145  DESIGNATION -  H 286
 ME1145  PID         -  ME1145
 ME1145  STATE/COUNTY-  IN/LAKE
 ME1145  USGS QUAD   -  SCHNEIDER (1992)
 ME1145
 ME1145                         *CURRENT SURVEY CONTROL
 ME1145  ___________________________________________________________________
 ME1145* NAD 83(1986)-  41 14 42.     (N)    087 29 15.     (W)     SCALED    
 ME1145* NAVD 88     -       209.577  (meters)     687.59   (feet)  ADJUSTED  
 ME1145  ___________________________________________________________________
 ME1145  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 ME1145  DYNAMIC HT  -         209.490 (meters)     687.30  (feet)  COMP
 ME1145  MODELED GRAV-     980,204.4   (mgal)                       NAVD 88
 ME1145
 ME1145  VERT ORDER  -  SECOND    CLASS 0
 ME1145
 ME1145.The horizontal coordinates were scaled from a topographic map and have
 ME1145.an estimated accuracy of +/- 6 seconds.
 ME1145
 ME1145.The orthometric height was determined by differential leveling
 ME1145.and adjusted by the National Geodetic Survey in June 1991..
 ME1145
 ME1145.The geoid height was determined by GEOID03.
 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     -   665,850.      866,120.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1145.See file dsdata.txt to determine how the superseded data were derived.
 ME1145
 ME1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL591660(NAD 83)
 ME1145_MARKER: DB = BENCH MARK DISK
 ME1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1145_STAMPING: H 286 1954
 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 = OCTOBER  6, 2006
 JA1296 ***********************************************************************
 JA1296  DESIGNATION -  H 292
 JA1296  PID         -  JA1296
 JA1296  STATE/COUNTY-  IN/KNOX
 JA1296  USGS QUAD   -  HEATHSVILLE (1989)
 JA1296
 JA1296                         *CURRENT SURVEY CONTROL
 JA1296  ___________________________________________________________________
 JA1296* NAD 83(1986)-  38 53 55.     (N)    087 30 49.     (W)     SCALED    
 JA1296* NAVD 88     -       128.138  (meters)     420.40   (feet)  ADJUSTED  
 JA1296  ___________________________________________________________________
 JA1296  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 JA1296  DYNAMIC HT  -         128.061 (meters)     420.15  (feet)  COMP
 JA1296  MODELED GRAV-     980,026.6   (mgal)                       NAVD 88
 JA1296
 JA1296  VERT ORDER  -  FIRST     CLASS II
 JA1296
 JA1296.The horizontal coordinates were scaled from a topographic map and have
 JA1296.an estimated accuracy of +/- 6 seconds.
 JA1296
 JA1296.The orthometric height was determined by differential leveling
 JA1296.and adjusted by the National Geodetic Survey in June 1991..
 JA1296
 JA1296.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1296.See file dsdata.txt to determine how the superseded data were derived.
 JA1296
 JA1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ554056(NAD 83)
 JA1296_MARKER: DB = BENCH MARK DISK
 JA1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1296_STAMPING: H 292 1956
 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 = OCTOBER  6, 2006
 KA1121 ***********************************************************************
 KA1121  DESIGNATION -  H 293
 KA1121  PID         -  KA1121
 KA1121  STATE/COUNTY-  IN/VIGO
 KA1121  USGS QUAD   -  TERRE HAUTE (1993)
 KA1121
 KA1121                         *CURRENT SURVEY CONTROL
 KA1121  ___________________________________________________________________
 KA1121* NAD 83(1986)-  39 24 43.     (N)    087 26 43.     (W)     SCALED    
 KA1121* NAVD 88     -       148.118  (meters)     485.95   (feet)  ADJUSTED  
 KA1121  ___________________________________________________________________
 KA1121  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KA1121  DYNAMIC HT  -         148.033 (meters)     485.67  (feet)  COMP
 KA1121  MODELED GRAV-     980,055.4   (mgal)                       NAVD 88
 KA1121
 KA1121  VERT ORDER  -  FIRST     CLASS II
 KA1121
 KA1121.The horizontal coordinates were scaled from a topographic map and have
 KA1121.an estimated accuracy of +/- 6 seconds.
 KA1121
 KA1121.The orthometric height was determined by differential leveling
 KA1121.and adjusted by the National Geodetic Survey in June 1991..
 KA1121
 KA1121.The geoid height was determined by GEOID03.
 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     -   462,290.      868,830.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1121.See file dsdata.txt to determine how the superseded data were derived.
 KA1121
 KA1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ616625(NAD 83)
 KA1121_MARKER: DB = BENCH MARK DISK
 KA1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1121_STAMPING: H 293 1956
 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 = OCTOBER  6, 2006
 KA1258 ***********************************************************************
 KA1258  DESIGNATION -  H 294
 KA1258  PID         -  KA1258
 KA1258  STATE/COUNTY-  IN/VIGO
 KA1258  USGS QUAD   -  DENNISON (1972)
 KA1258
 KA1258                         *CURRENT SURVEY CONTROL
 KA1258  ___________________________________________________________________
 KA1258* NAD 83(1986)-  39 28 27.     (N)    087 30 03.     (W)     SCALED    
 KA1258* NAVD 88     -       152.256  (meters)     499.53   (feet)  ADJUSTED  
 KA1258  ___________________________________________________________________
 KA1258  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KA1258  DYNAMIC HT  -         152.169 (meters)     499.24  (feet)  COMP
 KA1258  MODELED GRAV-     980,059.4   (mgal)                       NAVD 88
 KA1258
 KA1258  VERT ORDER  -  FIRST     CLASS II
 KA1258
 KA1258.The horizontal coordinates were scaled from a topographic map and have
 KA1258.an estimated accuracy of +/- 6 seconds.
 KA1258
 KA1258.The orthometric height was determined by differential leveling
 KA1258.and adjusted by the National Geodetic Survey in June 1991..
 KA1258
 KA1258.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1258.See file dsdata.txt to determine how the superseded data were derived.
 KA1258
 KA1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ569695(NAD 83)
 KA1258_MARKER: DB = BENCH MARK DISK
 KA1258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1258_SP_SET: BRIDGE
 KA1258_STAMPING: H 294 1956
 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 = OCTOBER  6, 2006
 KA0934 ***********************************************************************
 KA0934  DESIGNATION -  H 3
 KA0934  PID         -  KA0934
 KA0934  STATE/COUNTY-  IN/PARKE
 KA0934  USGS QUAD   -  BRAZIL EAST (1986)
 KA0934
 KA0934                         *CURRENT SURVEY CONTROL
 KA0934  ___________________________________________________________________
 KA0934* NAD 83(1986)-  39 36 17.     (N)    087 02 10.     (W)     SCALED    
 KA0934* NAVD 88     -       229.560  (meters)     753.15   (feet)  ADJUSTED  
 KA0934  ___________________________________________________________________
 KA0934  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KA0934  DYNAMIC HT  -         229.429 (meters)     752.72  (feet)  COMP
 KA0934  MODELED GRAV-     980,049.3   (mgal)                       NAVD 88
 KA0934
 KA0934  VERT ORDER  -  FIRST     CLASS II
 KA0934
 KA0934.The horizontal coordinates were scaled from a topographic map and have
 KA0934.an estimated accuracy of +/- 6 seconds.
 KA0934
 KA0934.The orthometric height was determined by differential leveling
 KA0934.and adjusted by the National Geodetic Survey in June 1991..
 KA0934
 KA0934.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0934.See file dsdata.txt to determine how the superseded data were derived.
 KA0934
 KA0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ969838(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0934
 KA0934  HISTORY     - Date     Condition        Report By
 KA0934  HISTORY     - UNK      MONUMENTED       CGS
 KA0934  HISTORY     - 1946     GOOD             NGS
 KA0934  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0934
 KA0934                          STATION DESCRIPTION
 KA0934
 KA0934'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1166 ***********************************************************************
 LB1166  DESIGNATION -  H 30
 LB1166  PID         -  LB1166
 LB1166  STATE/COUNTY-  IN/WHITE
 LB1166  USGS QUAD   -  BROOKSTON (1986)
 LB1166
 LB1166                         *CURRENT SURVEY CONTROL
 LB1166  ___________________________________________________________________
 LB1166* NAD 83(1986)-  40 35 52.     (N)    086 52 01.     (W)     SCALED    
 LB1166* NAVD 88     -       205.342  (meters)     673.69   (feet)  ADJUSTED  
 LB1166  ___________________________________________________________________
 LB1166  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 LB1166  DYNAMIC HT  -         205.244 (meters)     673.37  (feet)  COMP
 LB1166  MODELED GRAV-     980,142.5   (mgal)                       NAVD 88
 LB1166
 LB1166  VERT ORDER  -  SECOND    CLASS 0
 LB1166
 LB1166.The horizontal coordinates were scaled from a topographic map and have
 LB1166.an estimated accuracy of +/- 6 seconds.
 LB1166
 LB1166.The orthometric height was determined by differential leveling
 LB1166.and adjusted by the National Geodetic Survey in June 1991..
 LB1166
 LB1166.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1166.See file dsdata.txt to determine how the superseded data were derived.
 LB1166
 LB1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK112941(NAD 83)
 LB1166_MARKER: DB = BENCH MARK DISK
 LB1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1166_STAMPING: H 30 1934
 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   NGS
 LB1166
 LB1166                          STATION DESCRIPTION
 LB1166
 LB1166'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0972 ***********************************************************************
 MD0972  DESIGNATION -  H 305
 MD0972  PID         -  MD0972
 MD0972  STATE/COUNTY-  IN/ALLEN
 MD0972  USGS QUAD   -  CHURUBUSCO (1965)
 MD0972
 MD0972                         *CURRENT SURVEY CONTROL
 MD0972  ___________________________________________________________________
 MD0972* NAD 83(1986)-  41 10 30.     (N)    085 16 08.     (W)     SCALED    
 MD0972* NAVD 88     -       255.295  (meters)     837.58   (feet)  ADJUSTED  
 MD0972  ___________________________________________________________________
 MD0972  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 MD0972  DYNAMIC HT  -         255.199 (meters)     837.27  (feet)  COMP
 MD0972  MODELED GRAV-     980,240.2   (mgal)                       NAVD 88
 MD0972
 MD0972  VERT ORDER  -  SECOND    CLASS 0
 MD0972
 MD0972.The horizontal coordinates were scaled from a topographic map and have
 MD0972.an estimated accuracy of +/- 6 seconds.
 MD0972
 MD0972.The orthometric height was determined by differential leveling
 MD0972.and adjusted by the National Geodetic Survey in June 1991..
 MD0972
 MD0972.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0972.See file dsdata.txt to determine how the superseded data were derived.
 MD0972
 MD0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL452596(NAD 83)
 MD0972_MARKER: DB = BENCH MARK DISK
 MD0972_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0972_SP_SET: FOUNDATION
 MD0972_STAMPING: H 305 1963
 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 = OCTOBER  6, 2006
 MD1455 ***********************************************************************
 MD1455  DESIGNATION -  H 305 RESET 1983
 MD1455  PID         -  MD1455
 MD1455  STATE/COUNTY-  IN/ALLEN
 MD1455  USGS QUAD   -  CHURUBUSCO (1965)
 MD1455
 MD1455                         *CURRENT SURVEY CONTROL
 MD1455  ___________________________________________________________________
 MD1455* NAD 83(1986)-  41 10 30.     (N)    085 16 08.     (W)     SCALED    
 MD1455* NAVD 88     -       255.54   (meters)     838.4    (feet)  RESET     
 MD1455  ___________________________________________________________________
 MD1455  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 MD1455
 MD1455  VERT ORDER  -  THIRD
 MD1455
 MD1455.The horizontal coordinates were scaled from a topographic map and have
 MD1455.an estimated accuracy of +/- 6 seconds.
 MD1455
 MD1455.The orthometric height was computed from unverified reset data.
 MD1455
 MD1455.The geoid height was determined by GEOID03.
 MD1455
 MD1455;                    North         East    Units  Estimated Accuracy
 MD1455;SPC IN E     -   658,070.      133,380.      MT  (+/- 180 meters Scaled)
 MD1455
 MD1455                          SUPERSEDED SURVEY CONTROL
 MD1455
 MD1455  NGVD 29 (04/16/04)  255.70   (m)          838.9    (f) RESET       3  
 MD1455
 MD1455.Superseded values are not recommended for survey control.
 MD1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1455.See file dsdata.txt to determine how the superseded data were derived.
 MD1455
 MD1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL452596(NAD 83)
 MD1455_MARKER: DB = BENCH MARK DISK
 MD1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1455_STAMPING: H 305 RESET 1983
 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 = OCTOBER  6, 2006
 JA0461 ***********************************************************************
 JA0461  DESIGNATION -  H 306
 JA0461  PID         -  JA0461
 JA0461  STATE/COUNTY-  IN/HARRISON
 JA0461  USGS QUAD   -  MAUCKPORT (1994)
 JA0461
 JA0461                         *CURRENT SURVEY CONTROL
 JA0461  ___________________________________________________________________
 JA0461* NAD 83(1986)-  38 01 01.     (N)    086 10 55.     (W)     SCALED    
 JA0461* NAVD 88     -       129.336  (meters)     424.33   (feet)  ADJUSTED  
 JA0461  ___________________________________________________________________
 JA0461  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JA0461  DYNAMIC HT  -         129.245 (meters)     424.03  (feet)  COMP
 JA0461  MODELED GRAV-     979,924.8   (mgal)                       NAVD 88
 JA0461
 JA0461  VERT ORDER  -  FIRST     CLASS II
 JA0461
 JA0461.The horizontal coordinates were scaled from a topographic map and have
 JA0461.an estimated accuracy of +/- 6 seconds.
 JA0461
 JA0461.The orthometric height was determined by differential leveling
 JA0461.and adjusted by the National Geodetic Survey in June 1991..
 JA0461
 JA0461.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0461.See file dsdata.txt to determine how the superseded data were derived.
 JA0461
 JA0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH718080(NAD 83)
 JA0461_MARKER: DB = BENCH MARK DISK
 JA0461_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0461_SP_SET: BRIDGE
 JA0461_STAMPING: H 306 1964
 JA0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0461
 JA0461  HISTORY     - Date     Condition        Report By
 JA0461  HISTORY     - 1964     MONUMENTED       CGS
 JA0461  HISTORY     - 1965     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1965
 JA0461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2148 ***********************************************************************
 JA2148  DESIGNATION -  H 306 RESET
 JA2148  PID         -  JA2148
 JA2148  STATE/COUNTY-  IN/HARRISON
 JA2148  USGS QUAD   -  MAUCKPORT (1994)
 JA2148
 JA2148                         *CURRENT SURVEY CONTROL
 JA2148  ___________________________________________________________________
 JA2148* NAD 83(1986)-  38 01 01.     (N)    086 10 55.     (W)     SCALED    
 JA2148* NAVD 88     -       129.14   (meters)     423.7    (feet)  RESET     
 JA2148  ___________________________________________________________________
 JA2148  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JA2148
 JA2148  VERT ORDER  -  THIRD
 JA2148
 JA2148.The horizontal coordinates were scaled from a topographic map and have
 JA2148.an estimated accuracy of +/- 6 seconds.
 JA2148
 JA2148.The orthometric height was computed from unverified reset data.
 JA2148
 JA2148.The geoid height was determined by GEOID03.
 JA2148
 JA2148;                    North         East    Units  Estimated Accuracy
 JA2148;SPC IN E     -   307,500.       54,750.      MT  (+/- 180 meters Scaled)
 JA2148
 JA2148                          SUPERSEDED SURVEY CONTROL
 JA2148
 JA2148  NGVD 29 (04/16/04)  129.26   (m)          424.1    (f) RESET       3  
 JA2148
 JA2148.Superseded values are not recommended for survey control.
 JA2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2148.See file dsdata.txt to determine how the superseded data were derived.
 JA2148
 JA2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH718080(NAD 83)
 JA2148_MARKER: DB = BENCH MARK DISK
 JA2148_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA2148_SP_SET: WINGWALL
 JA2148_STAMPING: H 306 RESET 1987
 JA2148_MARK LOGO: NGS   
 JA2148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2148+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 JA0657 ***********************************************************************
 JA0657  DESIGNATION -  H 309
 JA0657  PID         -  JA0657
 JA0657  STATE/COUNTY-  IN/LAWRENCE
 JA0657  USGS QUAD   -  GEORGIA (1993)
 JA0657
 JA0657                         *CURRENT SURVEY CONTROL
 JA0657  ___________________________________________________________________
 JA0657* NAD 83(1986)-  38 43 12.     (N)    086 36 20.     (W)     SCALED    
 JA0657* NAVD 88     -       187.748  (meters)     615.97   (feet)  ADJUSTED  
 JA0657  ___________________________________________________________________
 JA0657  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JA0657  DYNAMIC HT  -         187.626 (meters)     615.57  (feet)  COMP
 JA0657  MODELED GRAV-     979,974.0   (mgal)                       NAVD 88
 JA0657
 JA0657  VERT ORDER  -  FIRST     CLASS II
 JA0657
 JA0657.The horizontal coordinates were scaled from a topographic map and have
 JA0657.an estimated accuracy of +/- 6 seconds.
 JA0657
 JA0657.The orthometric height was determined by differential leveling
 JA0657.and adjusted by the National Geodetic Survey in June 1991..
 JA0657
 JA0657.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0657.See file dsdata.txt to determine how the superseded data were derived.
 JA0657
 JA0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH342857(NAD 83)
 JA0657_MARKER: DB = BENCH MARK DISK
 JA0657_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0657_SP_SET: CULVERT
 JA0657_STAMPING: H 309 1965
 JA0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0737 ***********************************************************************
 LB0737  DESIGNATION -  H 31
 LB0737  PID         -  LB0737
 LB0737  STATE/COUNTY-  IN/TIPPECANOE
 LB0737  USGS QUAD   -  LAFAYETTE WEST (1987)
 LB0737
 LB0737                         *CURRENT SURVEY CONTROL
 LB0737  ___________________________________________________________________
 LB0737* NAD 83(1986)-  40 24 23.     (N)    086 54 01.     (W)     SCALED    
 LB0737* NAVD 88     -       174.697  (meters)     573.15   (feet)  ADJUSTED  
 LB0737  ___________________________________________________________________
 LB0737  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 LB0737  DYNAMIC HT  -         174.612 (meters)     572.87  (feet)  COMP
 LB0737  MODELED GRAV-     980,133.0   (mgal)                       NAVD 88
 LB0737
 LB0737  VERT ORDER  -  SECOND    CLASS 0
 LB0737
 LB0737.The horizontal coordinates were scaled from a topographic map and have
 LB0737.an estimated accuracy of +/- 6 seconds.
 LB0737
 LB0737.The orthometric height was determined by differential leveling
 LB0737.and adjusted by the National Geodetic Survey in June 1991..
 LB0737
 LB0737.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0737.See file dsdata.txt to determine how the superseded data were derived.
 LB0737
 LB0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK084728(NAD 83)
 LB0737_MARKER: DB = BENCH MARK DISK
 LB0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0737_STAMPING: H 31 1934
 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             NGS
 LB0737  HISTORY     - 1961     MARK NOT FOUND   USGS
 LB0737
 LB0737                          STATION DESCRIPTION
 LB0737
 LB0737'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0104 ***********************************************************************
 JA0104  DESIGNATION -  H 310
 JA0104  PID         -  JA0104
 JA0104  STATE/COUNTY-  IN/ORANGE
 JA0104  USGS QUAD   -  PAOLI (1993)
 JA0104
 JA0104                         *CURRENT SURVEY CONTROL
 JA0104  ___________________________________________________________________
 JA0104* NAD 83(1986)-  38 30 33.     (N)    086 26 40.     (W)     SCALED    
 JA0104* NAVD 88     -       230.591  (meters)     756.53   (feet)  ADJUSTED  
 JA0104  ___________________________________________________________________
 JA0104  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JA0104  DYNAMIC HT  -         230.431 (meters)     756.01  (feet)  COMP
 JA0104  MODELED GRAV-     979,930.0   (mgal)                       NAVD 88
 JA0104
 JA0104  VERT ORDER  -  FIRST     CLASS II
 JA0104
 JA0104.The horizontal coordinates were scaled from a topographic map and have
 JA0104.an estimated accuracy of +/- 6 seconds.
 JA0104
 JA0104.The orthometric height was determined by differential leveling
 JA0104.and adjusted by the National Geodetic Survey in June 1991..
 JA0104
 JA0104.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0104.See file dsdata.txt to determine how the superseded data were derived.
 JA0104
 JA0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH484624(NAD 83)
 JA0104_MARKER: DB = BENCH MARK DISK
 JA0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0104_STAMPING: H 309 1965
 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 = OCTOBER  6, 2006
 JA0710 ***********************************************************************
 JA0710  DESIGNATION -  H 311
 JA0710  PID         -  JA0710
 JA0710  STATE/COUNTY-  IN/MARTIN
 JA0710  USGS QUAD   -  SHOALS (1993)
 JA0710
 JA0710                         *CURRENT SURVEY CONTROL
 JA0710  ___________________________________________________________________
 JA0710* NAD 83(1986)-  38 40 36.     (N)    086 50 17.     (W)     SCALED    
 JA0710* NAVD 88     -       146.115  (meters)     479.38   (feet)  ADJUSTED  
 JA0710  ___________________________________________________________________
 JA0710  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JA0710  DYNAMIC HT  -         146.020 (meters)     479.07  (feet)  COMP
 JA0710  MODELED GRAV-     979,974.1   (mgal)                       NAVD 88
 JA0710
 JA0710  VERT ORDER  -  FIRST     CLASS II
 JA0710
 JA0710.The horizontal coordinates were scaled from a topographic map and have
 JA0710.an estimated accuracy of +/- 6 seconds.
 JA0710
 JA0710.The orthometric height was determined by differential leveling
 JA0710.and adjusted by the National Geodetic Survey in June 1991..
 JA0710
 JA0710.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0710.See file dsdata.txt to determine how the superseded data were derived.
 JA0710
 JA0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH140809(NAD 83)
 JA0710_MARKER: DB = BENCH MARK DISK
 JA0710_SETTING: 66 = SET IN ROCK OUTCROP
 JA0710_SP_SET: ROCK OUTCROP
 JA0710_STAMPING: H 311 1965
 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 = OCTOBER  6, 2006
 JA0244 ***********************************************************************
 JA0244  DESIGNATION -  H 312
 JA0244  PID         -  JA0244
 JA0244  STATE/COUNTY-  IN/HARRISON
 JA0244  USGS QUAD   -  DEPAUW (1994)
 JA0244
 JA0244                         *CURRENT SURVEY CONTROL
 JA0244  ___________________________________________________________________
 JA0244* NAD 83(1986)-  38 18 53.     (N)    086 07 50.     (W)     SCALED    
 JA0244* NAVD 88     -       223.020  (meters)     731.69   (feet)  ADJUSTED  
 JA0244  ___________________________________________________________________
 JA0244  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 JA0244  DYNAMIC HT  -         222.865 (meters)     731.18  (feet)  COMP
 JA0244  MODELED GRAV-     979,928.0   (mgal)                       NAVD 88
 JA0244
 JA0244  VERT ORDER  -  FIRST     CLASS II
 JA0244
 JA0244.The horizontal coordinates were scaled from a topographic map and have
 JA0244.an estimated accuracy of +/- 6 seconds.
 JA0244
 JA0244.The orthometric height was determined by differential leveling
 JA0244.and adjusted by the National Geodetic Survey in June 1991..
 JA0244
 JA0244.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0244.See file dsdata.txt to determine how the superseded data were derived.
 JA0244
 JA0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH760410(NAD 83)
 JA0244_MARKER: DB = BENCH MARK DISK
 JA0244_SETTING: 66 = SET IN ROCK OUTCROP
 JA0244_SP_SET: ROCK OUTCROP
 JA0244_STAMPING: H 312 1965
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1336 ***********************************************************************
 HZ1336  DESIGNATION -  H 313
 HZ1336  PID         -  HZ1336
 HZ1336  STATE/COUNTY-  IN/FLOYD
 HZ1336  USGS QUAD   -  NEW ALBANY (1992)
 HZ1336
 HZ1336                         *CURRENT SURVEY CONTROL
 HZ1336  ___________________________________________________________________
 HZ1336* NAD 83(1986)-  38 16 45.     (N)    085 49 49.     (W)     SCALED    
 HZ1336* NAVD 88     -       140.637  (meters)     461.41   (feet)  ADJUSTED  
 HZ1336  ___________________________________________________________________
 HZ1336  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ1336  DYNAMIC HT  -         140.541 (meters)     461.09  (feet)  COMP
 HZ1336  MODELED GRAV-     979,947.3   (mgal)                       NAVD 88
 HZ1336
 HZ1336  VERT ORDER  -  FIRST     CLASS II
 HZ1336
 HZ1336.The horizontal coordinates were scaled from a topographic map and have
 HZ1336.an estimated accuracy of +/- 6 seconds.
 HZ1336
 HZ1336.The orthometric height was determined by differential leveling
 HZ1336.and adjusted by the National Geodetic Survey in June 1991..
 HZ1336
 HZ1336.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 HZ1336;SPC IN E     -   336,490.       85,690.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1336.See file dsdata.txt to determine how the superseded data were derived.
 HZ1336
 HZ1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH023374(NAD 83)
 HZ1336_MARKER: DB = BENCH MARK DISK
 HZ1336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1336_SP_SET: BRIDGE
 HZ1336_STAMPING: H 313 1965
 HZ1336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1336
 HZ1336  HISTORY     - Date     Condition        Report By
 HZ1336  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0864 ***********************************************************************
 JA0864  DESIGNATION -  H 314
 JA0864  PID         -  JA0864
 JA0864  STATE/COUNTY-  IN/KNOX
 JA0864  USGS QUAD   -  WHEATLAND (1988)
 JA0864
 JA0864                         *CURRENT SURVEY CONTROL
 JA0864  ___________________________________________________________________
 JA0864* NAD 83(1986)-  38 40 07.     (N)    087 20 05.     (W)     SCALED    
 JA0864* NAVD 88     -       138.731  (meters)     455.15   (feet)  ADJUSTED  
 JA0864  ___________________________________________________________________
 JA0864  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 JA0864  DYNAMIC HT  -         138.643 (meters)     454.86  (feet)  COMP
 JA0864  MODELED GRAV-     979,996.0   (mgal)                       NAVD 88
 JA0864
 JA0864  VERT ORDER  -  FIRST     CLASS II
 JA0864
 JA0864.The horizontal coordinates were scaled from a topographic map and have
 JA0864.an estimated accuracy of +/- 6 seconds.
 JA0864
 JA0864.The orthometric height was determined by differential leveling
 JA0864.and adjusted by the National Geodetic Survey in June 1991..
 JA0864
 JA0864.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0864.See file dsdata.txt to determine how the superseded data were derived.
 JA0864
 JA0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH708800(NAD 83)
 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 = OCTOBER  6, 2006
 JA0897 ***********************************************************************
 JA0897  DESIGNATION -  H 315
 JA0897  PID         -  JA0897
 JA0897  STATE/COUNTY-  IN/DAVIESS
 JA0897  USGS QUAD   -  WASHINGTON (1980)
 JA0897
 JA0897                         *CURRENT SURVEY CONTROL
 JA0897  ___________________________________________________________________
 JA0897* NAD 83(1986)-  38 42 34.     (N)    087 11 44.     (W)     SCALED    
 JA0897* NAVD 88     -       135.263  (meters)     443.78   (feet)  ADJUSTED  
 JA0897  ___________________________________________________________________
 JA0897  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 JA0897  DYNAMIC HT  -         135.178 (meters)     443.50  (feet)  COMP
 JA0897  MODELED GRAV-     979,996.6   (mgal)                       NAVD 88
 JA0897
 JA0897  VERT ORDER  -  FIRST     CLASS II
 JA0897
 JA0897.The horizontal coordinates were scaled from a topographic map and have
 JA0897.an estimated accuracy of +/- 6 seconds.
 JA0897
 JA0897.The orthometric height was determined by differential leveling
 JA0897.and adjusted by the National Geodetic Survey in June 1991..
 JA0897
 JA0897.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0897.See file dsdata.txt to determine how the superseded data were derived.
 JA0897
 JA0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH829845(NAD 83)
 JA0897_MARKER: DB = BENCH MARK DISK
 JA0897_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0897_SP_SET: 72 FEET
 JA0897_STAMPING: H 315 1965
 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 = OCTOBER  6, 2006
 JA1056 ***********************************************************************
 JA1056  DESIGNATION -  H 316
 JA1056  PID         -  JA1056
 JA1056  STATE/COUNTY-  IN/GIBSON
 JA1056  USGS QUAD   -  ELBERFELD (1988)
 JA1056
 JA1056                         *CURRENT SURVEY CONTROL
 JA1056  ___________________________________________________________________
 JA1056* NAD 83(1986)-  38 14 11.     (N)    087 24 04.     (W)     SCALED    
 JA1056* NAVD 88     -       125.263  (meters)     410.97   (feet)  ADJUSTED  
 JA1056  ___________________________________________________________________
 JA1056  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JA1056  DYNAMIC HT  -         125.179 (meters)     410.69  (feet)  COMP
 JA1056  MODELED GRAV-     979,957.2   (mgal)                       NAVD 88
 JA1056
 JA1056  VERT ORDER  -  FIRST     CLASS II
 JA1056
 JA1056.The horizontal coordinates were scaled from a topographic map and have
 JA1056.an estimated accuracy of +/- 6 seconds.
 JA1056
 JA1056.The orthometric height was determined by differential leveling
 JA1056.and adjusted by the National Geodetic Survey in June 1991..
 JA1056
 JA1056.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1056.See file dsdata.txt to determine how the superseded data were derived.
 JA1056
 JA1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH648321(NAD 83)
 JA1056_MARKER: DB = BENCH MARK DISK
 JA1056_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1056_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA1056_STAMPING: H 316 1965
 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 = OCTOBER  6, 2006
 JA0602 ***********************************************************************
 JA0602  DESIGNATION -  H 317
 JA0602  PID         -  JA0602
 JA0602  STATE/COUNTY-  IN/DUBOIS
 JA0602  USGS QUAD   -  DALE (1980)
 JA0602
 JA0602                         *CURRENT SURVEY CONTROL
 JA0602  ___________________________________________________________________
 JA0602* NAD 83(1986)-  38 13 05.     (N)    086 57 20.     (W)     SCALED    
 JA0602* NAVD 88     -       147.826  (meters)     484.99   (feet)  ADJUSTED  
 JA0602  ___________________________________________________________________
 JA0602  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JA0602  DYNAMIC HT  -         147.726 (meters)     484.66  (feet)  COMP
 JA0602  MODELED GRAV-     979,952.2   (mgal)                       NAVD 88
 JA0602
 JA0602  VERT ORDER  -  FIRST     CLASS II
 JA0602
 JA0602.The horizontal coordinates were scaled from a topographic map and have
 JA0602.an estimated accuracy of +/- 6 seconds.
 JA0602
 JA0602.The orthometric height was determined by differential leveling
 JA0602.and adjusted by the National Geodetic Survey in June 1991..
 JA0602
 JA0602.The geoid height was determined by GEOID03.
 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     -   329,710.      911,190.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0602.See file dsdata.txt to determine how the superseded data were derived.
 JA0602
 JA0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH038300(NAD 83)
 JA0602_MARKER: DB = BENCH MARK DISK
 JA0602_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0602_SP_SET: BRIDGE
 JA0602_STAMPING: H 317 1965
 JA0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0602
 JA0602  HISTORY     - Date     Condition        Report By
 JA0602  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA0573 ***********************************************************************
 HA0573  DESIGNATION -  H 318
 HA0573  PID         -  HA0573
 HA0573  STATE/COUNTY-  IN/SPENCER
 HA0573  USGS QUAD   -  ROCKPORT (1982)
 HA0573
 HA0573                         *CURRENT SURVEY CONTROL
 HA0573  ___________________________________________________________________
 HA0573* NAD 83(1986)-  37 53 59.     (N)    087 03 14.     (W)     SCALED    
 HA0573* NAVD 88     -       118.463  (meters)     388.66   (feet)  ADJUSTED  
 HA0573  ___________________________________________________________________
 HA0573  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 HA0573  DYNAMIC HT  -         118.383 (meters)     388.39  (feet)  COMP
 HA0573  MODELED GRAV-     979,955.6   (mgal)                       NAVD 88
 HA0573
 HA0573  VERT ORDER  -  FIRST     CLASS II
 HA0573
 HA0573.The horizontal coordinates were scaled from a topographic map and have
 HA0573.an estimated accuracy of +/- 6 seconds.
 HA0573
 HA0573.The orthometric height was determined by differential leveling
 HA0573.and adjusted by the National Geodetic Survey in June 1991..
 HA0573
 HA0573.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0573.See file dsdata.txt to determine how the superseded data were derived.
 HA0573
 HA0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG952946(NAD 83)
 HA0573_MARKER: DB = BENCH MARK DISK
 HA0573_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HA0573_SP_SET: 35 FEET
 HA0573_STAMPING: H 318 1965
 HA0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  6, 2006
 HZ0787 ***********************************************************************
 HZ0787  DESIGNATION -  H 319
 HZ0787  PID         -  HZ0787
 HZ0787  STATE/COUNTY-  IN/OHIO
 HZ0787  USGS QUAD   -  ABERDEEN (1994)
 HZ0787
 HZ0787                         *CURRENT SURVEY CONTROL
 HZ0787  ___________________________________________________________________
 HZ0787* NAD 83(1986)-  38 54 32.     (N)    084 52 41.     (W)     SCALED    
 HZ0787* NAVD 88     -       145.224  (meters)     476.46   (feet)  ADJUSTED  
 HZ0787  ___________________________________________________________________
 HZ0787  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 HZ0787  DYNAMIC HT  -         145.132 (meters)     476.15  (feet)  COMP
 HZ0787  MODELED GRAV-     979,995.8   (mgal)                       NAVD 88
 HZ0787
 HZ0787  VERT ORDER  -  FIRST     CLASS II
 HZ0787
 HZ0787.The horizontal coordinates were scaled from a topographic map and have
 HZ0787.an estimated accuracy of +/- 6 seconds.
 HZ0787
 HZ0787.The orthometric height was determined by differential leveling
 HZ0787.and adjusted by the National Geodetic Survey in June 1991..
 HZ0787
 HZ0787.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0787.See file dsdata.txt to determine how the superseded data were derived.
 HZ0787
 HZ0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ839088(NAD 83)
 HZ0787_MARKER: DB = BENCH MARK DISK
 HZ0787_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0787_SP_SET: CULVERT
 HZ0787_STAMPING: H 319 1965
 HZ0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0400 ***********************************************************************
 LB0400  DESIGNATION -  H 32
 LB0400  PID         -  LB0400
 LB0400  STATE/COUNTY-  IN/HAMILTON
 LB0400  USGS QUAD   -  WESTFIELD (1992)
 LB0400
 LB0400                         *CURRENT SURVEY CONTROL
 LB0400  ___________________________________________________________________
 LB0400* NAD 83(1986)-  40 02 24.     (N)    086 08 11.     (W)     SCALED    
 LB0400* NAVD 88     -       273.608  (meters)     897.66   (feet)  ADJUSTED  
 LB0400  ___________________________________________________________________
 LB0400  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 LB0400  DYNAMIC HT  -         273.456 (meters)     897.16  (feet)  COMP
 LB0400  MODELED GRAV-     980,063.0   (mgal)                       NAVD 88
 LB0400
 LB0400  VERT ORDER  -  SECOND    CLASS 0
 LB0400
 LB0400.The horizontal coordinates were scaled from a topographic map and have
 LB0400.an estimated accuracy of +/- 6 seconds.
 LB0400
 LB0400.The orthometric height was determined by differential leveling
 LB0400.and adjusted by the National Geodetic Survey in June 1991..
 LB0400.WARNING-Repeat measurements at this control monument indicate possible
 LB0400.vertical movement.
 LB0400
 LB0400.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0400.See file dsdata.txt to determine how the superseded data were derived.
 LB0400
 LB0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK736325(NAD 83)
 LB0400_MARKER: DB = BENCH MARK DISK
 LB0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0400_STAMPING: H 32 1934
 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             NGS
 LB0400  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 LB0400
 LB0400                          STATION DESCRIPTION
 LB0400
 LB0400'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1032 ***********************************************************************
 HZ1032  DESIGNATION -  H 320
 HZ1032  PID         -  HZ1032
 HZ1032  STATE/COUNTY-  IN/SWITZERLAND
 HZ1032  USGS QUAD   -  VEVAY SOUTH (1994)
 HZ1032
 HZ1032                         *CURRENT SURVEY CONTROL
 HZ1032  ___________________________________________________________________
 HZ1032* NAD 83(1986)-  38 42 53.     (N)    085 07 05.     (W)     SCALED    
 HZ1032* NAVD 88     -       143.277  (meters)     470.07   (feet)  ADJUSTED  
 HZ1032  ___________________________________________________________________
 HZ1032  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HZ1032  DYNAMIC HT  -         143.185 (meters)     469.77  (feet)  COMP
 HZ1032  MODELED GRAV-     979,981.0   (mgal)                       NAVD 88
 HZ1032
 HZ1032  VERT ORDER  -  FIRST     CLASS II
 HZ1032
 HZ1032.The horizontal coordinates were scaled from a topographic map and have
 HZ1032.an estimated accuracy of +/- 6 seconds.
 HZ1032
 HZ1032.The orthometric height was determined by differential leveling
 HZ1032.and adjusted by the National Geodetic Survey in June 1991..
 HZ1032
 HZ1032.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1032.See file dsdata.txt to determine how the superseded data were derived.
 HZ1032
 HZ1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH636868(NAD 83)
 HZ1032_MARKER: DB = BENCH MARK DISK
 HZ1032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1032_SP_SET: BRIDGE
 HZ1032_STAMPING: H 320 1965
 HZ1032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1032
 HZ1032  HISTORY     - Date     Condition        Report By
 HZ1032  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1065 ***********************************************************************
 HZ1065  DESIGNATION -  H 321
 HZ1065  PID         -  HZ1065
 HZ1065  STATE/COUNTY-  IN/JEFFERSON
 HZ1065  USGS QUAD   -  MADISON WEST (1993)
 HZ1065
 HZ1065                         *CURRENT SURVEY CONTROL
 HZ1065  ___________________________________________________________________
 HZ1065* NAD 83(1986)-  38 43 35.     (N)    085 27 55.     (W)     SCALED    
 HZ1065* NAVD 88     -       237.544  (meters)     779.34   (feet)  ADJUSTED  
 HZ1065  ___________________________________________________________________
 HZ1065  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ1065  DYNAMIC HT  -         237.388 (meters)     778.83  (feet)  COMP
 HZ1065  MODELED GRAV-     979,965.2   (mgal)                       NAVD 88
 HZ1065
 HZ1065  VERT ORDER  -  FIRST     CLASS II
 HZ1065
 HZ1065.The horizontal coordinates were scaled from a topographic map and have
 HZ1065.an estimated accuracy of +/- 6 seconds.
 HZ1065
 HZ1065.The orthometric height was determined by differential leveling
 HZ1065.and adjusted by the National Geodetic Survey in June 1991..
 HZ1065
 HZ1065.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1065.See file dsdata.txt to determine how the superseded data were derived.
 HZ1065
 HZ1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH334875(NAD 83)
 HZ1065_MARKER: DB = BENCH MARK DISK
 HZ1065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1065_SP_SET: CULVERT
 HZ1065_STAMPING: H 321 1965
 HZ1065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 HZ1620 ***********************************************************************
 HZ1620  DESIGNATION -  H 322
 HZ1620  PID         -  HZ1620
 HZ1620  STATE/COUNTY-  IN/CLARK
 HZ1620  USGS QUAD   -  CHARLESTOWN (1993)
 HZ1620
 HZ1620                         *CURRENT SURVEY CONTROL
 HZ1620  ___________________________________________________________________
 HZ1620* NAD 83(1986)-  38 22 39.     (N)    085 38 23.     (W)     SCALED    
 HZ1620* NAVD 88     -       137.512  (meters)     451.15   (feet)  ADJUSTED  
 HZ1620  ___________________________________________________________________
 HZ1620  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 HZ1620  DYNAMIC HT  -         137.420 (meters)     450.85  (feet)  COMP
 HZ1620  MODELED GRAV-     979,961.5   (mgal)                       NAVD 88
 HZ1620
 HZ1620  VERT ORDER  -  FIRST     CLASS II
 HZ1620
 HZ1620.The horizontal coordinates were scaled from a topographic map and have
 HZ1620.an estimated accuracy of +/- 6 seconds.
 HZ1620
 HZ1620.The orthometric height was determined by differential leveling
 HZ1620.and adjusted by the National Geodetic Survey in June 1991..
 HZ1620
 HZ1620.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1620.See file dsdata.txt to determine how the superseded data were derived.
 HZ1620
 HZ1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH188485(NAD 83)
 HZ1620_MARKER: DB = BENCH MARK DISK
 HZ1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1620_STAMPING: H 322 1965
 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 = OCTOBER  6, 2006
 HZ1576 ***********************************************************************
 HZ1576  DESIGNATION -  H 323
 HZ1576  PID         -  HZ1576
 HZ1576  STATE/COUNTY-  IN/FLOYD
 HZ1576  USGS QUAD   -  LANESVILLE (1993)
 HZ1576
 HZ1576                         *CURRENT SURVEY CONTROL
 HZ1576  ___________________________________________________________________
 HZ1576* NAD 83(1986)-  38 11 39.     (N)    085 53 24.     (W)     SCALED    
 HZ1576* NAVD 88     -       130.998  (meters)     429.78   (feet)  ADJUSTED  
 HZ1576  ___________________________________________________________________
 HZ1576  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 HZ1576  DYNAMIC HT  -         130.909 (meters)     429.49  (feet)  COMP
 HZ1576  MODELED GRAV-     979,948.6   (mgal)                       NAVD 88
 HZ1576
 HZ1576  VERT ORDER  -  FIRST     CLASS II
 HZ1576
 HZ1576.The horizontal coordinates were scaled from a topographic map and have
 HZ1576.an estimated accuracy of +/- 6 seconds.
 HZ1576
 HZ1576.The orthometric height was determined by differential leveling
 HZ1576.and adjusted by the National Geodetic Survey in June 1991..
 HZ1576
 HZ1576.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1576.See file dsdata.txt to determine how the superseded data were derived.
 HZ1576
 HZ1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH971279(NAD 83)
 HZ1576_MARKER: DB = BENCH MARK DISK
 HZ1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1576_STAMPING: H 323 1965
 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 = OCTOBER  6, 2006
 JA0455 ***********************************************************************
 JA0455  DESIGNATION -  H 324
 JA0455  PID         -  JA0455
 JA0455  STATE/COUNTY-  IN/HARRISON
 JA0455  USGS QUAD   -  MAUCKPORT (1994)
 JA0455
 JA0455                         *CURRENT SURVEY CONTROL
 JA0455  ___________________________________________________________________
 JA0455* NAD 83(1986)-  38 01 35.     (N)    086 08 11.     (W)     SCALED    
 JA0455* NAVD 88     -       190.153  (meters)     623.86   (feet)  ADJUSTED  
 JA0455  ___________________________________________________________________
 JA0455  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JA0455  DYNAMIC HT  -         190.019 (meters)     623.42  (feet)  COMP
 JA0455  MODELED GRAV-     979,918.7   (mgal)                       NAVD 88
 JA0455
 JA0455  VERT ORDER  -  FIRST     CLASS II
 JA0455
 JA0455.The horizontal coordinates were scaled from a topographic map and have
 JA0455.an estimated accuracy of +/- 6 seconds.
 JA0455
 JA0455.The orthometric height was determined by differential leveling
 JA0455.and adjusted by the National Geodetic Survey in June 1991..
 JA0455
 JA0455.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0455.See file dsdata.txt to determine how the superseded data were derived.
 JA0455
 JA0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH757090(NAD 83)
 JA0455_MARKER: DB = BENCH MARK DISK
 JA0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0455_STAMPING: H 324 1965
 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 = OCTOBER  6, 2006
 HA1102 ***********************************************************************
 HA1102  DESIGNATION -  H 325
 HA1102  PID         -  HA1102
 HA1102  STATE/COUNTY-  IN/VANDERBURGH
 HA1102  USGS QUAD   -  WEST FRANKLIN (1981)
 HA1102
 HA1102                         *CURRENT SURVEY CONTROL
 HA1102  ___________________________________________________________________
 HA1102* NAD 83(1986)-  37 55 44.     (N)    087 37 48.     (W)     SCALED    
 HA1102* NAVD 88     -       112.806  (meters)     370.10   (feet)  ADJUSTED  
 HA1102  ___________________________________________________________________
 HA1102  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HA1102  DYNAMIC HT  -         112.728 (meters)     369.84  (feet)  COMP
 HA1102  MODELED GRAV-     979,935.6   (mgal)                       NAVD 88
 HA1102
 HA1102  VERT ORDER  -  FIRST     CLASS II
 HA1102
 HA1102.The horizontal coordinates were scaled from a topographic map and have
 HA1102.an estimated accuracy of +/- 6 seconds.
 HA1102
 HA1102.The orthometric height was determined by differential leveling
 HA1102.and adjusted by the National Geodetic Survey in June 1991..
 HA1102
 HA1102.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1102.See file dsdata.txt to determine how the superseded data were derived.
 HA1102
 HA1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG446981(NAD 83)
 HA1102_MARKER: DB = BENCH MARK DISK
 HA1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA1102_STAMPING: H 325 1965
 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 = OCTOBER  6, 2006
 HA0713 ***********************************************************************
 HA0713  DESIGNATION -  H 326
 HA0713  PID         -  HA0713
 HA0713  STATE/COUNTY-  IN/WARRICK
 HA0713  USGS QUAD   -  NEWBURGH (1980)
 HA0713
 HA0713                         *CURRENT SURVEY CONTROL
 HA0713  ___________________________________________________________________
 HA0713* NAD 83(1986)-  37 56 32.     (N)    087 23 58.     (W)     SCALED    
 HA0713* NAVD 88     -       114.944  (meters)     377.11   (feet)  ADJUSTED  
 HA0713  ___________________________________________________________________
 HA0713  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HA0713  DYNAMIC HT  -         114.865 (meters)     376.85  (feet)  COMP
 HA0713  MODELED GRAV-     979,942.1   (mgal)                       NAVD 88
 HA0713
 HA0713  VERT ORDER  -  FIRST     CLASS II
 HA0713
 HA0713.The horizontal coordinates were scaled from a topographic map and have
 HA0713.an estimated accuracy of +/- 6 seconds.
 HA0713
 HA0713.The orthometric height was determined by differential leveling
 HA0713.and adjusted by the National Geodetic Survey in June 1991..
 HA0713
 HA0713.The geoid height was determined by GEOID03.
 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     -   299,130.      872,210.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0713.See file dsdata.txt to determine how the superseded data were derived.
 HA0713
 HA0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG649994(NAD 83)
 HA0713_MARKER: DB = BENCH MARK DISK
 HA0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0713_STAMPING: H 326 1965
 HA0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0713+STABILITY: SURFACE MOTION
 HA0713
 HA0713  HISTORY     - Date     Condition        Report By
 HA0713  HISTORY     - 1965     MONUMENTED       CGS
 HA0713  HISTORY     - 1988     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0628 ***********************************************************************
 JA0628  DESIGNATION -  H 327
 JA0628  PID         -  JA0628
 JA0628  STATE/COUNTY-  IN/PERRY
 JA0628  USGS QUAD   -  DERBY (1993)
 JA0628
 JA0628                         *CURRENT SURVEY CONTROL
 JA0628  ___________________________________________________________________
 JA0628* NAD 83(1986)-  38 06 29.     (N)    086 30 45.     (W)     SCALED    
 JA0628* NAVD 88     -       237.992  (meters)     780.81   (feet)  ADJUSTED  
 JA0628  ___________________________________________________________________
 JA0628  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 JA0628  DYNAMIC HT  -         237.820 (meters)     780.25  (feet)  COMP
 JA0628  MODELED GRAV-     979,901.0   (mgal)                       NAVD 88
 JA0628
 JA0628  VERT ORDER  -  FIRST     CLASS II
 JA0628
 JA0628.The horizontal coordinates were scaled from a topographic map and have
 JA0628.an estimated accuracy of +/- 6 seconds.
 JA0628
 JA0628.The orthometric height was determined by differential leveling
 JA0628.and adjusted by the National Geodetic Survey in June 1991..
 JA0628
 JA0628.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0628.See file dsdata.txt to determine how the superseded data were derived.
 JA0628
 JA0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH427179(NAD 83)
 JA0628_MARKER: DB = BENCH MARK DISK
 JA0628_SETTING: 66 = SET IN ROCK OUTCROP
 JA0628_SP_SET: ROCK OUTCROP
 JA0628_STAMPING: H 327 1965
 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 = OCTOBER  6, 2006
 JA0547 ***********************************************************************
 JA0547  DESIGNATION -  H 328
 JA0547  PID         -  JA0547
 JA0547  STATE/COUNTY-  IN/DUBOIS
 JA0547  USGS QUAD   -  BIRDSEYE (1993)
 JA0547
 JA0547                         *CURRENT SURVEY CONTROL
 JA0547  ___________________________________________________________________
 JA0547* NAD 83(1986)-  38 19 12.     (N)    086 42 47.     (W)     SCALED    
 JA0547* NAVD 88     -       222.191  (meters)     728.97   (feet)  ADJUSTED  
 JA0547  ___________________________________________________________________
 JA0547  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JA0547  DYNAMIC HT  -         222.039 (meters)     728.47  (feet)  COMP
 JA0547  MODELED GRAV-     979,941.2   (mgal)                       NAVD 88
 JA0547
 JA0547  VERT ORDER  -  FIRST     CLASS II
 JA0547
 JA0547.The horizontal coordinates were scaled from a topographic map and have
 JA0547.an estimated accuracy of +/- 6 seconds.
 JA0547
 JA0547.The orthometric height was determined by differential leveling
 JA0547.and adjusted by the National Geodetic Survey in June 1991..
 JA0547
 JA0547.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0547.See file dsdata.txt to determine how the superseded data were derived.
 JA0547
 JA0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH250413(NAD 83)
 JA0547_MARKER: DB = BENCH MARK DISK
 JA0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0547_STAMPING: H 328 1965
 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 = OCTOBER  6, 2006
 HA0548 ***********************************************************************
 HA0548  DESIGNATION -  H 329
 HA0548  PID         -  HA0548
 HA0548  STATE/COUNTY-  IN/SPENCER
 HA0548  USGS QUAD   -  LEWISPORT (1967)
 HA0548
 HA0548                         *CURRENT SURVEY CONTROL
 HA0548  ___________________________________________________________________
 HA0548* NAD 83(1986)-  37 57 40.     (N)    086 54 57.     (W)     SCALED    
 HA0548* NAVD 88     -       120.456  (meters)     395.20   (feet)  ADJUSTED  
 HA0548  ___________________________________________________________________
 HA0548  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 HA0548  DYNAMIC HT  -         120.375 (meters)     394.93  (feet)  COMP
 HA0548  MODELED GRAV-     979,949.2   (mgal)                       NAVD 88
 HA0548
 HA0548  VERT ORDER  -  FIRST     CLASS II
 HA0548
 HA0548.The horizontal coordinates were scaled from a topographic map and have
 HA0548.an estimated accuracy of +/- 6 seconds.
 HA0548
 HA0548.The orthometric height was determined by differential leveling
 HA0548.and adjusted by the National Geodetic Survey in June 1991..
 HA0548
 HA0548.The geoid height was determined by GEOID03.
 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     -   301,190.      914,720.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0548.See file dsdata.txt to determine how the superseded data were derived.
 HA0548
 HA0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH073015(NAD 83)
 HA0548_MARKER: DB = BENCH MARK DISK
 HA0548_SETTING: 66 = SET IN ROCK OUTCROP
 HA0548_SP_SET: ROCK OUTCROP
 HA0548_STAMPING: H 329 1965
 HA0548_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HA0548+STABILITY: POSITION/ELEVATION WELL
 HA0548
 HA0548  HISTORY     - Date     Condition        Report By
 HA0548  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0893 ***********************************************************************
 KA0893  DESIGNATION -  H 33
 KA0893  PID         -  KA0893
 KA0893  STATE/COUNTY-  IN/PARKE
 KA0893  USGS QUAD   -  BELLMORE (1963)
 KA0893
 KA0893                         *CURRENT SURVEY CONTROL
 KA0893  ___________________________________________________________________
 KA0893* NAD 83(1986)-  39 50 30.     (N)    087 06 34.     (W)     SCALED    
 KA0893* NAVD 88     -       192.859  (meters)     632.74   (feet)  ADJUSTED  
 KA0893  ___________________________________________________________________
 KA0893  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KA0893  DYNAMIC HT  -         192.751 (meters)     632.38  (feet)  COMP
 KA0893  MODELED GRAV-     980,059.3   (mgal)                       NAVD 88
 KA0893
 KA0893  VERT ORDER  -  SECOND    CLASS 0
 KA0893
 KA0893.The horizontal coordinates were scaled from a topographic map and have
 KA0893.an estimated accuracy of +/- 6 seconds.
 KA0893
 KA0893.The orthometric height was determined by differential leveling
 KA0893.and adjusted by the National Geodetic Survey in June 1991..
 KA0893
 KA0893.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0893.See file dsdata.txt to determine how the superseded data were derived.
 KA0893
 KA0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK906101(NAD 83)
 KA0893_MARKER: DB = BENCH MARK DISK
 KA0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0893_STAMPING: H 33 1934
 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             NGS
 KA0893
 KA0893                          STATION DESCRIPTION
 KA0893
 KA0893'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0989 ***********************************************************************
 JA0989  DESIGNATION -  H 331
 JA0989  PID         -  JA0989
 JA0989  STATE/COUNTY-  IN/PIKE
 JA0989  USGS QUAD   -  VELPEN (1980)
 JA0989
 JA0989                         *CURRENT SURVEY CONTROL
 JA0989  ___________________________________________________________________
 JA0989* NAD 83(1986)-  38 21 29.     (N)    087 06 36.     (W)     SCALED    
 JA0989* NAVD 88     -       139.766  (meters)     458.55   (feet)  ADJUSTED  
 JA0989  ___________________________________________________________________
 JA0989  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 JA0989  DYNAMIC HT  -         139.674 (meters)     458.25  (feet)  COMP
 JA0989  MODELED GRAV-     979,965.0   (mgal)                       NAVD 88
 JA0989
 JA0989  VERT ORDER  -  FIRST     CLASS II
 JA0989
 JA0989.The horizontal coordinates were scaled from a topographic map and have
 JA0989.an estimated accuracy of +/- 6 seconds.
 JA0989
 JA0989.The orthometric height was determined by differential leveling
 JA0989.and adjusted by the National Geodetic Survey in June 1991..
 JA0989
 JA0989.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0989.See file dsdata.txt to determine how the superseded data were derived.
 JA0989
 JA0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH903455(NAD 83)
 JA0989_MARKER: DB = BENCH MARK DISK
 JA0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0989_STAMPING: H 331 1965
 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 = OCTOBER  6, 2006
 JA1120 ***********************************************************************
 JA1120  DESIGNATION -  H 332
 JA1120  PID         -  JA1120
 JA1120  STATE/COUNTY-  IN/GIBSON
 JA1120  USGS QUAD   -  PRINCETON (1989)
 JA1120
 JA1120                         *CURRENT SURVEY CONTROL
 JA1120  ___________________________________________________________________
 JA1120* NAD 83(1986)-  38 19 51.     (N)    087 30 48.     (W)     SCALED    
 JA1120* NAVD 88     -       149.654  (meters)     490.99   (feet)  ADJUSTED  
 JA1120  ___________________________________________________________________
 JA1120  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JA1120  DYNAMIC HT  -         149.554 (meters)     490.66  (feet)  COMP
 JA1120  MODELED GRAV-     979,963.6   (mgal)                       NAVD 88
 JA1120
 JA1120  VERT ORDER  -  FIRST     CLASS II
 JA1120
 JA1120.The horizontal coordinates were scaled from a topographic map and have
 JA1120.an estimated accuracy of +/- 6 seconds.
 JA1120
 JA1120.The orthometric height was determined by differential leveling
 JA1120.and adjusted by the National Geodetic Survey in June 1991..
 JA1120
 JA1120.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1120.See file dsdata.txt to determine how the superseded data were derived.
 JA1120
 JA1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH551426(NAD 83)
 JA1120_MARKER: DB = BENCH MARK DISK
 JA1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1120_STAMPING: H 332 1965
 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 = OCTOBER  6, 2006
 MD0675 ***********************************************************************
 MD0675  DESIGNATION -  H 333
 MD0675  PID         -  MD0675
 MD0675  STATE/COUNTY-  IN/WHITLEY
 MD0675  USGS QUAD   -  COLUMBIA CITY (1981)
 MD0675
 MD0675                         *CURRENT SURVEY CONTROL
 MD0675  ___________________________________________________________________
 MD0675* NAD 83(1986)-  41 08 46.     (N)    085 28 20.     (W)     SCALED    
 MD0675* NAVD 88     -       254.548  (meters)     835.13   (feet)  ADJUSTED  
 MD0675  ___________________________________________________________________
 MD0675  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MD0675  DYNAMIC HT  -         254.450 (meters)     834.81  (feet)  COMP
 MD0675  MODELED GRAV-     980,230.7   (mgal)                       NAVD 88
 MD0675
 MD0675  VERT ORDER  -  FIRST     CLASS I
 MD0675
 MD0675.The horizontal coordinates were scaled from a topographic map and have
 MD0675.an estimated accuracy of +/- 6 seconds.
 MD0675
 MD0675.The orthometric height was determined by differential leveling
 MD0675.and adjusted by the National Geodetic Survey in June 1991..
 MD0675
 MD0675.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD0675
 MD0675  NGVD 29 (01/19/93)  254.702  (m)          835.63   (f) ADJUSTED    1 1
 MD0675
 MD0675.Superseded values are not recommended for survey control.
 MD0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0675.See file dsdata.txt to determine how the superseded data were derived.
 MD0675
 MD0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL282561(NAD 83)
 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 = OCTOBER  6, 2006
 MD0997 ***********************************************************************
 MD0997  DESIGNATION -  H 334
 MD0997  PID         -  MD0997
 MD0997  STATE/COUNTY-  IN/KOSCIUSKO
 MD0997  USGS QUAD   -  PIERCETON (1994)
 MD0997
 MD0997                         *CURRENT SURVEY CONTROL
 MD0997  ___________________________________________________________________
 MD0997* NAD 83(1986)-  41 11 52.     (N)    085 41 31.     (W)     SCALED    
 MD0997* NAVD 88     -       279.248  (meters)     916.17   (feet)  ADJUSTED  
 MD0997  ___________________________________________________________________
 MD0997  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MD0997  DYNAMIC HT  -         279.131 (meters)     915.78  (feet)  COMP
 MD0997  MODELED GRAV-     980,197.1   (mgal)                       NAVD 88
 MD0997
 MD0997  VERT ORDER  -  FIRST     CLASS I
 MD0997
 MD0997.The horizontal coordinates were scaled from a topographic map and have
 MD0997.an estimated accuracy of +/- 6 seconds.
 MD0997
 MD0997.The orthometric height was determined by differential leveling
 MD0997.and adjusted by the National Geodetic Survey in April 1995..
 MD0997
 MD0997.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD0997
 MD0997  NAVD 88 (06/15/91)  279.252  (m)          916.18   (f) UNKNOWN     1 1
 MD0997  NGVD 29 (01/19/93)  279.391  (m)          916.64   (f) ADJUSTED    1 1
 MD0997
 MD0997.Superseded values are not recommended for survey control.
 MD0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0997.See file dsdata.txt to determine how the superseded data were derived.
 MD0997
 MD0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL096615(NAD 83)
 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 = OCTOBER  6, 2006
 ME0280 ***********************************************************************
 ME0280  DESIGNATION -  H 335
 ME0280  PID         -  ME0280
 ME0280  STATE/COUNTY-  IN/MARSHALL
 ME0280  USGS QUAD   -  DONALDSON (1972)
 ME0280
 ME0280                         *CURRENT SURVEY CONTROL
 ME0280  ___________________________________________________________________
 ME0280* NAD 83(1986)-  41 21 05.     (N)    086 23 12.     (W)     SCALED    
 ME0280* NAVD 88     -       256.854  (meters)     842.70   (feet)  ADJUSTED  
 ME0280  ___________________________________________________________________
 ME0280  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0280  DYNAMIC HT  -         256.748 (meters)     842.35  (feet)  COMP
 ME0280  MODELED GRAV-     980,205.0   (mgal)                       NAVD 88
 ME0280
 ME0280  VERT ORDER  -  FIRST     CLASS I
 ME0280
 ME0280.The horizontal coordinates were scaled from a topographic map and have
 ME0280.an estimated accuracy of +/- 6 seconds.
 ME0280
 ME0280.The orthometric height was determined by differential leveling
 ME0280.and adjusted by the National Geodetic Survey in June 1991..
 ME0280
 ME0280.The geoid height was determined by GEOID03.
 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     -   677,830.       39,750.      MT  (+/- 180 meters Scaled)
 ME0280
 ME0280                          SUPERSEDED SURVEY CONTROL
 ME0280
 ME0280  NGVD 29 (01/19/93)  256.969  (m)          843.07   (f) ADJUSTED    1 1
 ME0280
 ME0280.Superseded values are not recommended for survey control.
 ME0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0280.See file dsdata.txt to determine how the superseded data were derived.
 ME0280
 ME0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL513779(NAD 83)
 ME0280_MARKER: DB = BENCH MARK DISK
 ME0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0280_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 ME1212 ***********************************************************************
 ME1212  DESIGNATION -  H 336
 ME1212  PID         -  ME1212
 ME1212  STATE/COUNTY-  IN/PORTER
 ME1212  USGS QUAD   -  VALPARAISO (1992)
 ME1212
 ME1212                         *CURRENT SURVEY CONTROL
 ME1212  ___________________________________________________________________
 ME1212* NAD 83(1986)-  41 28 02.     (N)    087 04 00.     (W)     SCALED    
 ME1212* NAVD 88     -       224.729  (meters)     737.30   (feet)  ADJUSTED  
 ME1212  ___________________________________________________________________
 ME1212  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 ME1212  DYNAMIC HT  -         224.640 (meters)     737.01  (feet)  COMP
 ME1212  MODELED GRAV-     980,220.8   (mgal)                       NAVD 88
 ME1212
 ME1212  VERT ORDER  -  FIRST     CLASS I
 ME1212
 ME1212.The horizontal coordinates were scaled from a topographic map and have
 ME1212.an estimated accuracy of +/- 6 seconds.
 ME1212
 ME1212.The orthometric height was determined by differential leveling
 ME1212.and adjusted by the National Geodetic Survey in June 1991..
 ME1212
 ME1212.The geoid height was determined by GEOID03.
 ME1212
 ME1212.The dynamic height is computed by dividing the NAVD 88
 ME1212.geopotential number by the normal gravity value computed on the
 ME1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1212.degrees latitude (g = 980.6199 gals.).
 ME1212
 ME1212.The modeled gravity was interpolated from observed gravity values.
 ME1212
 ME1212;                    North         East    Units  Estimated Accuracy
 ME1212;SPC IN W     -   690,450.      901,390.      MT  (+/- 180 meters Scaled)
 ME1212
 ME1212                          SUPERSEDED SURVEY CONTROL
 ME1212
 ME1212  NGVD 29 (??/??/92)  224.822  (m)          737.60   (f) ADJ UNCH    1 1
 ME1212
 ME1212.Superseded values are not recommended for survey control.
 ME1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1212.See file dsdata.txt to determine how the superseded data were derived.
 ME1212
 ME1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL944906(NAD 83)
 ME1212_MARKER: DB = BENCH MARK DISK
 ME1212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1212_SP_SET: CONCRETE MANHOLE
 ME1212_STAMPING: H 336 1968
 ME1212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1212
 ME1212  HISTORY     - Date     Condition        Report By
 ME1212  HISTORY     - 1968     MONUMENTED       CGS
 ME1212  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 ME1212
 ME1212                          STATION DESCRIPTION
 ME1212
 ME1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1212'AT VALPARAISO.
 ME1212'AT VALPARAISO, IN SECTION 23, R 6 W, T 35 N, ALONG THE PENN
 ME1212'CENTRAL RAILROAD, 408 FEET NORTHWEST OF THE WEST CORNER OF THE
 ME1212'PASSENGER STATION, SET ON THE TOP OF THE NORTH CORNER OF THE
 ME1212'10-BY-7 FOOT CONCRETE MANHOLE 6 1/2 FEET DEEP FOR A LARGE CONTROL
 ME1212'VALVE, 10 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 ME1212'TRACK AND LEVEL WITH THE TRACK.
 ME1212
 ME1212                          STATION RECOVERY (1978)
 ME1212
 ME1212'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME1212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1629 ***********************************************************************
 LB1629  DESIGNATION -  H 34
 LB1629  PID         -  LB1629
 LB1629  STATE/COUNTY-  IN/FOUNTAIN
 LB1629  USGS QUAD   -  VEEDERSBURG (1967)
 LB1629
 LB1629                         *CURRENT SURVEY CONTROL
 LB1629  ___________________________________________________________________
 LB1629* NAD 83(1986)-  40 07 10.     (N)    087 17 43.     (W)     SCALED    
 LB1629* NAVD 88     -       206.190  (meters)     676.48   (feet)  ADJUSTED  
 LB1629  ___________________________________________________________________
 LB1629  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 LB1629  DYNAMIC HT  -         206.083 (meters)     676.12  (feet)  COMP
 LB1629  MODELED GRAV-     980,102.9   (mgal)                       NAVD 88
 LB1629
 LB1629  VERT ORDER  -  SECOND    CLASS 0
 LB1629
 LB1629.The horizontal coordinates were scaled from a topographic map and have
 LB1629.an estimated accuracy of +/- 6 seconds.
 LB1629
 LB1629.The orthometric height was determined by differential leveling
 LB1629.and adjusted by the National Geodetic Survey in June 1991..
 LB1629
 LB1629.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1629.See file dsdata.txt to determine how the superseded data were derived.
 LB1629
 LB1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK748410(NAD 83)
 LB1629_MARKER: DB = BENCH MARK DISK
 LB1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1629_STAMPING: H 34 1934
 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 = OCTOBER  6, 2006
 ME2138 ***********************************************************************
 ME2138  DESIGNATION -  H 349
 ME2138  PID         -  ME2138
 ME2138  STATE/COUNTY-  IN/PORTER
 ME2138  USGS QUAD   -  PORTAGE (1992)
 ME2138
 ME2138                         *CURRENT SURVEY CONTROL
 ME2138  ___________________________________________________________________
 ME2138* NAD 83(1986)-  41 37 10.     (N)    087 09 21.     (W)     SCALED    
 ME2138* NAVD 88     -       185.023  (meters)     607.03   (feet)  ADJUSTED  
 ME2138  ___________________________________________________________________
 ME2138  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME2138  DYNAMIC HT  -         184.956 (meters)     606.81  (feet)  COMP
 ME2138  MODELED GRAV-     980,254.3   (mgal)                       NAVD 88
 ME2138
 ME2138  VERT ORDER  -  FIRST     CLASS II
 ME2138
 ME2138.The horizontal coordinates were scaled from a topographic map and have
 ME2138.an estimated accuracy of +/- 6 seconds.
 ME2138
 ME2138.The orthometric height was determined by differential leveling
 ME2138.and adjusted by the National Geodetic Survey in June 1991..
 ME2138
 ME2138.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2138.See file dsdata.txt to determine how the superseded data were derived.
 ME2138
 ME2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM870075(NAD 83)
 ME2138_MARKER: DB = BENCH MARK 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: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME2138+STABILITY: POSITION/ELEVATION WELL
 ME2138
 ME2138  HISTORY     - Date     Condition        Report By
 ME2138  HISTORY     - 1985     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0751 ***********************************************************************
 LA0751  DESIGNATION -  H 35
 LA0751  PID         -  LA0751
 LA0751  STATE/COUNTY-  IN/ADAMS
 LA0751  USGS QUAD   -  PREBLE (1994)
 LA0751
 LA0751                         *CURRENT SURVEY CONTROL
 LA0751  ___________________________________________________________________
 LA0751* NAD 83(1986)-  40 49 58.     (N)    085 00 57.     (W)     SCALED    
 LA0751* NAVD 88     -       248.393  (meters)     814.94   (feet)  ADJUSTED  
 LA0751  ___________________________________________________________________
 LA0751  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 LA0751  DYNAMIC HT  -         248.281 (meters)     814.57  (feet)  COMP
 LA0751  MODELED GRAV-     980,169.8   (mgal)                       NAVD 88
 LA0751
 LA0751  VERT ORDER  -  SECOND    CLASS 0
 LA0751
 LA0751.The horizontal coordinates were scaled from a topographic map and have
 LA0751.an estimated accuracy of +/- 6 seconds.
 LA0751
 LA0751.The orthometric height was determined by differential leveling
 LA0751.and adjusted by the National Geodetic Survey in June 1991..
 LA0751.WARNING-Repeat measurements at this control monument indicate possible
 LA0751.vertical movement.
 LA0751
 LA0751.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0751.See file dsdata.txt to determine how the superseded data were derived.
 LA0751
 LA0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL672220(NAD 83)
 LA0751_MARKER: DB = BENCH MARK DISK
 LA0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0751_STAMPING: H 35 1934
 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             NGS
 LA0751
 LA0751                          STATION DESCRIPTION
 LA0751
 LA0751'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1656 ***********************************************************************
 KA1656  DESIGNATION -  H 350
 KA1656  PID         -  KA1656
 KA1656  STATE/COUNTY-  IN/HENDRICKS
 KA1656  USGS QUAD   -  BROWNSBURG (1980)
 KA1656
 KA1656                         *CURRENT SURVEY CONTROL
 KA1656  ___________________________________________________________________
 KA1656* NAD 83(1986)-  39 45 45.     (N)    086 23 58.     (W)     SCALED    
 KA1656* NAVD 88     -       253.966  (meters)     833.22   (feet)  ADJUSTED  
 KA1656  ___________________________________________________________________
 KA1656  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KA1656  DYNAMIC HT  -         253.828 (meters)     832.77  (feet)  COMP
 KA1656  MODELED GRAV-     980,077.5   (mgal)                       NAVD 88
 KA1656
 KA1656  VERT ORDER  -  FIRST     CLASS II
 KA1656
 KA1656.The horizontal coordinates were scaled from a topographic map and have
 KA1656.an estimated accuracy of +/- 6 seconds.
 KA1656
 KA1656.The orthometric height was determined by differential leveling
 KA1656.and adjusted by the National Geodetic Survey in June 1991..
 KA1656
 KA1656.The geoid height was determined by GEOID03.
 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     -   501,370.      958,600.      MT  (+/- 180 meters Scaled)
 KA1656
 KA1656                          SUPERSEDED SURVEY CONTROL
 KA1656
 KA1656.No superseded survey control is available for this station.
 KA1656
 KA1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK514015(NAD 83)
 KA1656_MARKER: I = METAL ROD
 KA1656_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1656_SP_SET: STAINLESS STEEL ROD
 KA1656_STAMPING: H 350 1985
 KA1656_MARK LOGO: NGS   
 KA1656_PROJECTION: RECESSED 2 CENTIMETERS
 KA1656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1656_ROD/PIPE-DEPTH: 7.3  meters
 KA1656
 KA1656  HISTORY     - Date     Condition        Report By
 KA1656  HISTORY     - 1985     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1677 ***********************************************************************
 KA1677  DESIGNATION -  H 351
 KA1677  PID         -  KA1677
 KA1677  STATE/COUNTY-  IN/PUTNAM
 KA1677  USGS QUAD   -  REELSVILLE (1986)
 KA1677
 KA1677                         *CURRENT SURVEY CONTROL
 KA1677  ___________________________________________________________________
 KA1677* NAD 83(1986)-  39 33 01.     (N)    086 59 02.     (W)     SCALED    
 KA1677* NAVD 88     -       186.384  (meters)     611.49   (feet)  ADJUSTED  
 KA1677  ___________________________________________________________________
 KA1677  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KA1677  DYNAMIC HT  -         186.277 (meters)     611.14  (feet)  COMP
 KA1677  MODELED GRAV-     980,050.5   (mgal)                       NAVD 88
 KA1677
 KA1677  VERT ORDER  -  FIRST     CLASS II
 KA1677
 KA1677.The horizontal coordinates were scaled from a topographic map and have
 KA1677.an estimated accuracy of +/- 6 seconds.
 KA1677
 KA1677.The orthometric height was determined by differential leveling
 KA1677.and adjusted by the National Geodetic Survey in June 1991..
 KA1677
 KA1677.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1677
 KA1677.No superseded survey control is available for this station.
 KA1677
 KA1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ013778(NAD 83)
 KA1677_MARKER: I = METAL ROD
 KA1677_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1677_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1663 ***********************************************************************
 KA1663  DESIGNATION -  H 352
 KA1663  PID         -  KA1663
 KA1663  STATE/COUNTY-  IN/HENDRICKS
 KA1663  USGS QUAD   -  CLAYTON (1970)
 KA1663
 KA1663                         *CURRENT SURVEY CONTROL
 KA1663  ___________________________________________________________________
 KA1663* NAD 83(1986)-  39 42 39.     (N)    086 31 23.     (W)     SCALED    
 KA1663* NAVD 88     -       272.691  (meters)     894.65   (feet)  ADJUSTED  
 KA1663  ___________________________________________________________________
 KA1663  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KA1663  DYNAMIC HT  -         272.541 (meters)     894.16  (feet)  COMP
 KA1663  MODELED GRAV-     980,071.2   (mgal)                       NAVD 88
 KA1663
 KA1663  VERT ORDER  -  FIRST     CLASS II
 KA1663
 KA1663.The horizontal coordinates were scaled from a topographic map and have
 KA1663.an estimated accuracy of +/- 6 seconds.
 KA1663
 KA1663.The orthometric height was determined by differential leveling
 KA1663.and adjusted by the National Geodetic Survey in June 1991..
 KA1663
 KA1663.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1663
 KA1663.No superseded survey control is available for this station.
 KA1663
 KA1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ408957(NAD 83)
 KA1663_MARKER: I = METAL ROD
 KA1663_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1663_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1702 ***********************************************************************
 KA1702  DESIGNATION -  H 353
 KA1702  PID         -  KA1702
 KA1702  STATE/COUNTY-  IN/CLAY
 KA1702  USGS QUAD   -  STAUNTON (1986)
 KA1702
 KA1702                         *CURRENT SURVEY CONTROL
 KA1702  ___________________________________________________________________
 KA1702* NAD 83(1986)-  39 23 13.     (N)    087 08 11.     (W)     SCALED    
 KA1702* NAVD 88     -       171.988  (meters)     564.26   (feet)  ADJUSTED  
 KA1702  ___________________________________________________________________
 KA1702  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KA1702  DYNAMIC HT  -         171.889 (meters)     563.94  (feet)  COMP
 KA1702  MODELED GRAV-     980,049.0   (mgal)                       NAVD 88
 KA1702
 KA1702  VERT ORDER  -  FIRST     CLASS II
 KA1702
 KA1702.The horizontal coordinates were scaled from a topographic map and have
 KA1702.an estimated accuracy of +/- 6 seconds.
 KA1702
 KA1702.The orthometric height was determined by differential leveling
 KA1702.and adjusted by the National Geodetic Survey in June 1991..
 KA1702
 KA1702.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1702
 KA1702.No superseded survey control is available for this station.
 KA1702
 KA1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ882597(NAD 83)
 KA1702_MARKER: I = METAL ROD
 KA1702_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1702_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 JA1617 ***********************************************************************
 JA1617  DESIGNATION -  H 354
 JA1617  PID         -  JA1617
 JA1617  STATE/COUNTY-  IN/DAVIESS
 JA1617  USGS QUAD   -  LYONS (1978)
 JA1617
 JA1617                         *CURRENT SURVEY CONTROL
 JA1617  ___________________________________________________________________
 JA1617* NAD 83(1986)-  38 52 31.     (N)    087 05 13.     (W)     SCALED    
 JA1617* NAVD 88     -       145.980  (meters)     478.94   (feet)  ADJUSTED  
 JA1617  ___________________________________________________________________
 JA1617  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JA1617  DYNAMIC HT  -         145.889 (meters)     478.64  (feet)  COMP
 JA1617  MODELED GRAV-     980,007.6   (mgal)                       NAVD 88
 JA1617
 JA1617  VERT ORDER  -  FIRST     CLASS II
 JA1617
 JA1617.The horizontal coordinates were scaled from a topographic map and have
 JA1617.an estimated accuracy of +/- 6 seconds.
 JA1617
 JA1617.The orthometric height was determined by differential leveling
 JA1617.and adjusted by the National Geodetic Survey in June 1991..
 JA1617
 JA1617.The geoid height was determined by GEOID03.
 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     -   402,650.      899,690.      MT  (+/- 180 meters Scaled)
 JA1617
 JA1617                          SUPERSEDED SURVEY CONTROL
 JA1617
 JA1617.No superseded survey control is available for this station.
 JA1617
 JA1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ924029(NAD 83)
 JA1617_MARKER: I = METAL ROD
 JA1617_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1617_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1639 ***********************************************************************
 KA1639  DESIGNATION -  H 355
 KA1639  PID         -  KA1639
 KA1639  STATE/COUNTY-  IN/MARION
 KA1639  USGS QUAD   -  BEECH GROVE (1980)
 KA1639
 KA1639                         *CURRENT SURVEY CONTROL
 KA1639  ___________________________________________________________________
 KA1639* NAD 83(1986)-  39 44 57.     (N)    086 06 33.     (W)     SCALED    
 KA1639* NAVD 88     -       233.247  (meters)     765.24   (feet)  ADJUSTED  
 KA1639  ___________________________________________________________________
 KA1639  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KA1639  DYNAMIC HT  -         233.116 (meters)     764.81  (feet)  COMP
 KA1639  MODELED GRAV-     980,061.1   (mgal)                       NAVD 88
 KA1639
 KA1639  VERT ORDER  -  FIRST     CLASS II
 KA1639
 KA1639.The horizontal coordinates were scaled from a topographic map and have
 KA1639.an estimated accuracy of +/- 6 seconds.
 KA1639
 KA1639.The orthometric height was determined by differential leveling
 KA1639.and adjusted by the National Geodetic Survey in June 1991..
 KA1639
 KA1639.The geoid height was determined by GEOID03.
 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     -   499,760.       62,080.      MT  (+/- 180 meters Scaled)
 KA1639
 KA1639                          SUPERSEDED SURVEY CONTROL
 KA1639
 KA1639.No superseded survey control is available for this station.
 KA1639
 KA1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK763002(NAD 83)
 KA1639_MARKER: I = METAL ROD
 KA1639_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1639_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 JA1595 ***********************************************************************
 JA1595  DESIGNATION -  H 356
 JA1595  PID         -  JA1595
 JA1595  STATE/COUNTY-  IN/GIBSON
 JA1595  USGS QUAD   -  ELBERFELD (1988)
 JA1595
 JA1595                         *CURRENT SURVEY CONTROL
 JA1595  ___________________________________________________________________
 JA1595* NAD 83(1986)-  38 13 44.     (N)    087 25 06.     (W)     SCALED    
 JA1595* NAVD 88     -       138.007  (meters)     452.78   (feet)  ADJUSTED  
 JA1595  ___________________________________________________________________
 JA1595  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JA1595  DYNAMIC HT  -         137.914 (meters)     452.47  (feet)  COMP
 JA1595  MODELED GRAV-     979,956.1   (mgal)                       NAVD 88
 JA1595
 JA1595  VERT ORDER  -  FIRST     CLASS II
 JA1595
 JA1595.The horizontal coordinates were scaled from a topographic map and have
 JA1595.an estimated accuracy of +/- 6 seconds.
 JA1595
 JA1595.The orthometric height was determined by differential leveling
 JA1595.and adjusted by the National Geodetic Survey in June 1991..
 JA1595
 JA1595.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1595
 JA1595.No superseded survey control is available for this station.
 JA1595
 JA1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH633312(NAD 83)
 JA1595_MARKER: I = METAL ROD
 JA1595_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JA1595+WITH SETTING: INFORMATION.
 JA1595_SP_SET: SHALLOW-SET METAL ROD
 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 = OCTOBER  6, 2006
 JZ2845 ***********************************************************************
 JZ2845  DESIGNATION -  H 357
 JZ2845  PID         -  JZ2845
 JZ2845  STATE/COUNTY-  IN/SHELBY
 JZ2845  USGS QUAD   -  RAYS CROSSING (1993)
 JZ2845
 JZ2845                         *CURRENT SURVEY CONTROL
 JZ2845  ___________________________________________________________________
 JZ2845* NAD 83(1986)-  39 31 19.     (N)    085 44 47.     (W)     SCALED    
 JZ2845* NAVD 88     -       240.939  (meters)     790.48   (feet)  ADJUSTED  
 JZ2845  ___________________________________________________________________
 JZ2845  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JZ2845  DYNAMIC HT  -         240.796 (meters)     790.01  (feet)  COMP
 JZ2845  MODELED GRAV-     980,030.0   (mgal)                       NAVD 88
 JZ2845
 JZ2845  VERT ORDER  -  FIRST     CLASS II
 JZ2845
 JZ2845.The horizontal coordinates were scaled from a topographic map and have
 JZ2845.an estimated accuracy of +/- 6 seconds.
 JZ2845
 JZ2845.The orthometric height was determined by differential leveling
 JZ2845.and adjusted by the National Geodetic Survey in June 1991..
 JZ2845
 JZ2845.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ2845
 JZ2845.No superseded survey control is available for this station.
 JZ2845
 JZ2845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ077754(NAD 83)
 JZ2845_MARKER: I = METAL ROD
 JZ2845_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2845_SP_SET: STAINLESS STEEL ROD
 JZ2845_STAMPING: H 357 1986
 JZ2845_MARK LOGO: NGS   
 JZ2845_PROJECTION: RECESSED 2 CENTIMETERS
 JZ2845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2845_ROD/PIPE-DEPTH: 3.7  meters
 JZ2845
 JZ2845  HISTORY     - Date     Condition        Report By
 JZ2845  HISTORY     - 1986     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2820 ***********************************************************************
 JZ2820  DESIGNATION -  H 358
 JZ2820  PID         -  JZ2820
 JZ2820  STATE/COUNTY-  IN/DECATUR
 JZ2820  USGS QUAD   -  GREENSBURG (1993)
 JZ2820
 JZ2820                         *CURRENT SURVEY CONTROL
 JZ2820  ___________________________________________________________________
 JZ2820* NAD 83(1986)-  39 19 21.     (N)    085 24 31.     (W)     SCALED    
 JZ2820* NAVD 88     -       307.684  (meters)    1009.46   (feet)  ADJUSTED  
 JZ2820  ___________________________________________________________________
 JZ2820  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ2820  DYNAMIC HT  -         307.491 (meters)    1008.83  (feet)  COMP
 JZ2820  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 JZ2820
 JZ2820  VERT ORDER  -  FIRST     CLASS II
 JZ2820
 JZ2820.The horizontal coordinates were scaled from a topographic map and have
 JZ2820.an estimated accuracy of +/- 6 seconds.
 JZ2820
 JZ2820.The orthometric height was determined by differential leveling
 JZ2820.and adjusted by the National Geodetic Survey in June 1991..
 JZ2820
 JZ2820.The geoid height was determined by GEOID03.
 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     -   452,330.      122,250.      MT  (+/- 180 meters Scaled)
 JZ2820
 JZ2820                          SUPERSEDED SURVEY CONTROL
 JZ2820
 JZ2820.No superseded survey control is available for this station.
 JZ2820
 JZ2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ371537(NAD 83)
 JZ2820_MARKER: I = METAL ROD
 JZ2820_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2820_SP_SET: STAINLESS STEEL ROD
 JZ2820_STAMPING: H 358 1986
 JZ2820_MARK LOGO: NGS   
 JZ2820_PROJECTION: FLUSH
 JZ2820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2820_ROD/PIPE-DEPTH: 11.7 meters
 JZ2820
 JZ2820  HISTORY     - Date     Condition        Report By
 JZ2820  HISTORY     - 1986     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2795 ***********************************************************************
 JZ2795  DESIGNATION -  H 359
 JZ2795  PID         -  JZ2795
 JZ2795  STATE/COUNTY-  IN/DEARBORN
 JZ2795  USGS QUAD   -  GUILFORD (1983)
 JZ2795
 JZ2795                         *CURRENT SURVEY CONTROL
 JZ2795  ___________________________________________________________________
 JZ2795* NAD 83(1986)-  39 09 18.     (N)    084 52 39.     (W)     SCALED    
 JZ2795* NAVD 88     -       149.728  (meters)     491.23   (feet)  ADJUSTED  
 JZ2795  ___________________________________________________________________
 JZ2795  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ2795  DYNAMIC HT  -         149.635 (meters)     490.93  (feet)  COMP
 JZ2795  MODELED GRAV-     980,001.1   (mgal)                       NAVD 88
 JZ2795
 JZ2795  VERT ORDER  -  FIRST     CLASS II
 JZ2795
 JZ2795.The horizontal coordinates were scaled from a topographic map and have
 JZ2795.an estimated accuracy of +/- 6 seconds.
 JZ2795
 JZ2795.The orthometric height was determined by differential leveling
 JZ2795.and adjusted by the National Geodetic Survey in June 1991..
 JZ2795
 JZ2795.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ2795
 JZ2795.No superseded survey control is available for this station.
 JZ2795
 JZ2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ833361(NAD 83)
 JZ2795_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 MD0732 ***********************************************************************
 MD0732  DESIGNATION -  H 36
 MD0732  PID         -  MD0732
 MD0732  STATE/COUNTY-  IN/WHITLEY
 MD0732  USGS QUAD   -  LAUD (1961)
 MD0732
 MD0732                         *CURRENT SURVEY CONTROL
 MD0732  ___________________________________________________________________
 MD0732* NAD 83(1986)-  41 00 20.     (N)    085 28 14.     (W)     SCALED    
 MD0732* NAVD 88     -       256.620  (meters)     841.93   (feet)  ADJUSTED  
 MD0732  ___________________________________________________________________
 MD0732  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MD0732  DYNAMIC HT  -         256.505 (meters)     841.55  (feet)  COMP
 MD0732  MODELED GRAV-     980,173.0   (mgal)                       NAVD 88
 MD0732
 MD0732  VERT ORDER  -  SECOND    CLASS 0
 MD0732
 MD0732.The horizontal coordinates were scaled from a topographic map and have
 MD0732.an estimated accuracy of +/- 6 seconds.
 MD0732
 MD0732.The orthometric height was determined by differential leveling
 MD0732.and adjusted by the National Geodetic Survey in June 1991..
 MD0732.WARNING-Repeat measurements at this control monument indicate possible
 MD0732.vertical movement.
 MD0732
 MD0732.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0732.See file dsdata.txt to determine how the superseded data were derived.
 MD0732
 MD0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL286405(NAD 83)
 MD0732_MARKER: DB = BENCH MARK DISK
 MD0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0732_STAMPING: H 36 1934
 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             NGS
 MD0732  HISTORY     - 1968     GOOD             NGS
 MD0732
 MD0732                          STATION DESCRIPTION
 MD0732
 MD0732'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1968
 MD0732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1728 ***********************************************************************
 KA1728  DESIGNATION -  H 360
 KA1728  PID         -  KA1728
 KA1728  STATE/COUNTY-  IN/VIGO
 KA1728  USGS QUAD   -  NEW GOSHEN (1986)
 KA1728
 KA1728                         *CURRENT SURVEY CONTROL
 KA1728  ___________________________________________________________________
 KA1728* NAD 83(1986)-  39 31 34.     (N)    087 26 12.     (W)     SCALED    
 KA1728* NAVD 88     -       181.032  (meters)     593.94   (feet)  ADJUSTED  
 KA1728  ___________________________________________________________________
 KA1728  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KA1728  DYNAMIC HT  -         180.930 (meters)     593.60  (feet)  COMP
 KA1728  MODELED GRAV-     980,057.7   (mgal)                       NAVD 88
 KA1728
 KA1728  VERT ORDER  -  FIRST     CLASS II
 KA1728
 KA1728.The horizontal coordinates were scaled from a topographic map and have
 KA1728.an estimated accuracy of +/- 6 seconds.
 KA1728
 KA1728.The orthometric height was determined by differential leveling
 KA1728.and adjusted by the National Geodetic Survey in June 1991..
 KA1728
 KA1728.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1728
 KA1728.No superseded survey control is available for this station.
 KA1728
 KA1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ624752(NAD 83)
 KA1728_MARKER: I = METAL ROD
 KA1728_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1728_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1754 ***********************************************************************
 KA1754  DESIGNATION -  H 361
 KA1754  PID         -  KA1754
 KA1754  STATE/COUNTY-  IN/VERMILLION
 KA1754  USGS QUAD   -  NEWPORT (1980)
 KA1754
 KA1754                         *CURRENT SURVEY CONTROL
 KA1754  ___________________________________________________________________
 KA1754* NAD 83(1986)-  39 53 56.     (N)    087 26 13.     (W)     SCALED    
 KA1754* NAVD 88     -       159.663  (meters)     523.83   (feet)  ADJUSTED  
 KA1754  ___________________________________________________________________
 KA1754  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KA1754  DYNAMIC HT  -         159.578 (meters)     523.55  (feet)  COMP
 KA1754  MODELED GRAV-     980,089.5   (mgal)                       NAVD 88
 KA1754
 KA1754  VERT ORDER  -  FIRST     CLASS II
 KA1754
 KA1754.The horizontal coordinates were scaled from a topographic map and have
 KA1754.an estimated accuracy of +/- 6 seconds.
 KA1754
 KA1754.The orthometric height was determined by differential leveling
 KA1754.and adjusted by the National Geodetic Survey in June 1991..
 KA1754
 KA1754.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1754
 KA1754.No superseded survey control is available for this station.
 KA1754
 KA1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK626166(NAD 83)
 KA1754_MARKER: I = METAL ROD
 KA1754_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1754_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 ME3366 ***********************************************************************
 ME3366  DESIGNATION -  H 367
 ME3366  PID         -  ME3366
 ME3366  STATE/COUNTY-  IN/LAKE
 ME3366  USGS QUAD   -  HIGHLAND (1991)
 ME3366
 ME3366                         *CURRENT SURVEY CONTROL
 ME3366  ___________________________________________________________________
 ME3366* NAD 83(1986)-  41 36 26.     (N)    087 23 41.     (W)     SCALED    
 ME3366* NAVD 88     -       182.298  (meters)     598.09   (feet)  ADJUSTED  
 ME3366  ___________________________________________________________________
 ME3366  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME3366  DYNAMIC HT  -         182.231 (meters)     597.87  (feet)  COMP
 ME3366  MODELED GRAV-     980,251.9   (mgal)                       NAVD 88
 ME3366
 ME3366  VERT ORDER  -  FIRST     CLASS II
 ME3366
 ME3366.The horizontal coordinates were scaled from a topographic map and have
 ME3366.an estimated accuracy of +/- 6 seconds.
 ME3366
 ME3366.The orthometric height was determined by differential leveling
 ME3366.and adjusted by the National Geodetic Survey in April 1995..
 ME3366
 ME3366.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3366.See file dsdata.txt to determine how the superseded data were derived.
 ME3366
 ME3366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM671062(NAD 83)
 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 = OCTOBER  6, 2006
 MD1961 ***********************************************************************
 MD1961  DESIGNATION -  H 368
 MD1961  PID         -  MD1961
 MD1961  STATE/COUNTY-  IN/KOSCIUSKO
 MD1961  USGS QUAD   -  WARSAW (1994)
 MD1961
 MD1961                         *CURRENT SURVEY CONTROL
 MD1961  ___________________________________________________________________
 MD1961* NAD 83(1986)-  41 14 04.     (N)    085 48 23.     (W)     SCALED    
 MD1961* NAVD 88     -       262.781  (meters)     862.14   (feet)  ADJUSTED  
 MD1961  ___________________________________________________________________
 MD1961  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MD1961  DYNAMIC HT  -         262.669 (meters)     861.77  (feet)  COMP
 MD1961  MODELED GRAV-     980,190.7   (mgal)                       NAVD 88
 MD1961
 MD1961  VERT ORDER  -  FIRST     CLASS II
 MD1961
 MD1961.The horizontal coordinates were scaled from a topographic map and have
 MD1961.an estimated accuracy of +/- 6 seconds.
 MD1961
 MD1961.The orthometric height was determined by differential leveling
 MD1961.and adjusted by the National Geodetic Survey in April 1995..
 MD1961
 MD1961.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1961.See file dsdata.txt to determine how the superseded data were derived.
 MD1961
 MD1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL000654(NAD 83)
 MD1961_MARKER: I = METAL ROD
 MD1961_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MD1961_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 LA0252 ***********************************************************************
 LA0252  DESIGNATION -  H 39
 LA0252  PID         -  LA0252
 LA0252  STATE/COUNTY-  IN/RANDOLPH
 LA0252  USGS QUAD   -  WINCHESTER (1994)
 LA0252
 LA0252                         *CURRENT SURVEY CONTROL
 LA0252  ___________________________________________________________________
 LA0252* NAD 83(1986)-  40 10 30.     (N)    084 59 00.     (W)     SCALED    
 LA0252* NAVD 88     -       332.029  (meters)    1089.33   (feet)  ADJUSTED  
 LA0252  ___________________________________________________________________
 LA0252  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 LA0252  DYNAMIC HT  -         331.852 (meters)    1088.75  (feet)  COMP
 LA0252  MODELED GRAV-     980,083.1   (mgal)                       NAVD 88
 LA0252
 LA0252  VERT ORDER  -  SECOND    CLASS 0
 LA0252
 LA0252.The horizontal coordinates were scaled from a topographic map and have
 LA0252.an estimated accuracy of +/- 6 seconds.
 LA0252
 LA0252.The orthometric height was determined by differential leveling
 LA0252.and adjusted by the National Geodetic Survey in June 1991..
 LA0252.WARNING-Repeat measurements at this control monument indicate possible
 LA0252.vertical movement.
 LA0252
 LA0252.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0252.See file dsdata.txt to determine how the superseded data were derived.
 LA0252
 LA0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK717491(NAD 83)
 LA0252_MARKER: DB = BENCH MARK DISK
 LA0252_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0252_SP_SET: SWITCH CONCRETE BASE
 LA0252_STAMPING: H 39 1934
 LA0252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0252
 LA0252  HISTORY     - Date     Condition        Report By
 LA0252  HISTORY     - 1934     MONUMENTED       CGS
 LA0252  HISTORY     - 1947     GOOD             NGS
 LA0252
 LA0252                          STATION DESCRIPTION
 LA0252
 LA0252'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1016 ***********************************************************************
 LA1016  DESIGNATION -  H 41
 LA1016  PID         -  LA1016
 LA1016  STATE/COUNTY-  IN/DELAWARE
 LA1016  USGS QUAD   -  MUNCIE WEST (1992)
 LA1016
 LA1016                         *CURRENT SURVEY CONTROL
 LA1016  ___________________________________________________________________
 LA1016* NAD 83(1986)-  40 11 18.     (N)    085 23 15.     (W)     SCALED    
 LA1016* NAVD 88     -       290.061  (meters)     951.64   (feet)  ADJUSTED  
 LA1016  ___________________________________________________________________
 LA1016  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 LA1016  DYNAMIC HT  -         289.906 (meters)     951.13  (feet)  COMP
 LA1016  MODELED GRAV-     980,084.9   (mgal)                       NAVD 88
 LA1016
 LA1016  VERT ORDER  -  SECOND    CLASS 0
 LA1016
 LA1016.The horizontal coordinates were scaled from a topographic map and have
 LA1016.an estimated accuracy of +/- 6 seconds.
 LA1016
 LA1016.The orthometric height was determined by differential leveling
 LA1016.and adjusted by the National Geodetic Survey in June 1991..
 LA1016
 LA1016.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1016.See file dsdata.txt to determine how the superseded data were derived.
 LA1016
 LA1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK372499(NAD 83)
 LA1016_MARKER: DB = BENCH MARK DISK
 LA1016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1016_SP_SET: WALL
 LA1016_STAMPING: H 41 1934
 LA1016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1016
 LA1016  HISTORY     - Date     Condition        Report By
 LA1016  HISTORY     - 1934     MONUMENTED       CGS
 LA1016  HISTORY     - 1947     GOOD             NGS
 LA1016
 LA1016                          STATION DESCRIPTION
 LA1016
 LA1016'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1433 ***********************************************************************
 LA1433  DESIGNATION -  H 42
 LA1433  PID         -  LA1433
 LA1433  STATE/COUNTY-  IN/MADISON
 LA1433  USGS QUAD   -  LAPEL (1994)
 LA1433
 LA1433                         *CURRENT SURVEY CONTROL
 LA1433  ___________________________________________________________________
 LA1433* NAD 83(1986)-  40 04 49.     (N)    085 47 12.     (W)     SCALED    
 LA1433* NAVD 88     -       265.995  (meters)     872.69   (feet)  ADJUSTED  
 LA1433  ___________________________________________________________________
 LA1433  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 LA1433  DYNAMIC HT  -         265.850 (meters)     872.21  (feet)  COMP
 LA1433  MODELED GRAV-     980,073.3   (mgal)                       NAVD 88
 LA1433
 LA1433  VERT ORDER  -  SECOND    CLASS 0
 LA1433
 LA1433.The horizontal coordinates were scaled from a topographic map and have
 LA1433.an estimated accuracy of +/- 6 seconds.
 LA1433
 LA1433.The orthometric height was determined by differential leveling
 LA1433.and adjusted by the National Geodetic Survey in June 1991..
 LA1433
 LA1433.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1433.See file dsdata.txt to determine how the superseded data were derived.
 LA1433
 LA1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK034373(NAD 83)
 LA1433_MARKER: DB = BENCH MARK DISK
 LA1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1433_STAMPING: H 42 1934
 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             NGS
 LA1433
 LA1433                          STATION DESCRIPTION
 LA1433
 LA1433'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1655 ***********************************************************************
 JZ1655  DESIGNATION -  H 43
 JZ1655  PID         -  JZ1655
 JZ1655  STATE/COUNTY-  IN/RUSH
 JZ1655  USGS QUAD   -  RUSHVILLE (1994)
 JZ1655
 JZ1655                         *CURRENT SURVEY CONTROL
 JZ1655  ___________________________________________________________________
 JZ1655* NAD 83(1986)-  39 36 41.     (N)    085 27 14.     (W)     SCALED    
 JZ1655* NAVD 88     -       294.392  (meters)     965.85   (feet)  ADJUSTED  
 JZ1655  ___________________________________________________________________
 JZ1655  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ1655  DYNAMIC HT  -         294.216 (meters)     965.27  (feet)  COMP
 JZ1655  MODELED GRAV-     980,021.6   (mgal)                       NAVD 88
 JZ1655
 JZ1655  VERT ORDER  -  SECOND    CLASS 0
 JZ1655
 JZ1655.The horizontal coordinates were scaled from a topographic map and have
 JZ1655.an estimated accuracy of +/- 6 seconds.
 JZ1655
 JZ1655.The orthometric height was determined by differential leveling
 JZ1655.and adjusted by the National Geodetic Survey in June 1991..
 JZ1655
 JZ1655.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1655.See file dsdata.txt to determine how the superseded data were derived.
 JZ1655
 JZ1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ327857(NAD 83)
 JZ1655_MARKER: DB = BENCH MARK DISK
 JZ1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1655_STAMPING: H 43 1934
 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             NGS
 JZ1655  HISTORY     - 1959     MARK NOT FOUND   USGS
 JZ1655
 JZ1655                          STATION DESCRIPTION
 JZ1655
 JZ1655'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2405 ***********************************************************************
 JZ2405  DESIGNATION -  H 44
 JZ2405  PID         -  JZ2405
 JZ2405  STATE/COUNTY-  IN/MADISON
 JZ2405  USGS QUAD   -  SHIRLEY (1960)
 JZ2405
 JZ2405                         *CURRENT SURVEY CONTROL
 JZ2405  ___________________________________________________________________
 JZ2405* NAD 83(1986)-  39 58 33.     (N)    085 36 57.     (W)     SCALED    
 JZ2405* NAVD 88     -       293.817  (meters)     963.96   (feet)  ADJUSTED  
 JZ2405  ___________________________________________________________________
 JZ2405  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ2405  DYNAMIC HT  -         293.655 (meters)     963.43  (feet)  COMP
 JZ2405  MODELED GRAV-     980,065.3   (mgal)                       NAVD 88
 JZ2405
 JZ2405  VERT ORDER  -  SECOND    CLASS 0
 JZ2405
 JZ2405.The horizontal coordinates were scaled from a topographic map and have
 JZ2405.an estimated accuracy of +/- 6 seconds.
 JZ2405
 JZ2405.The orthometric height was determined by differential leveling
 JZ2405.and adjusted by the National Geodetic Survey in June 1991..
 JZ2405.WARNING-Repeat measurements at this control monument indicate possible
 JZ2405.vertical movement.
 JZ2405
 JZ2405.The geoid height was determined by GEOID03.
 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     -   524,840.      104,340.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2405.See file dsdata.txt to determine how the superseded data were derived.
 JZ2405
 JZ2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK181259(NAD 83)
 JZ2405_MARKER: DB = BENCH MARK DISK
 JZ2405_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2405_SP_SET: BUILDING
 JZ2405_STAMPING: H 44 1934
 JZ2405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2405
 JZ2405  HISTORY     - Date     Condition        Report By
 JZ2405  HISTORY     - 1934     MONUMENTED       CGS
 JZ2405  HISTORY     - 1947     GOOD             NGS
 JZ2405
 JZ2405                          STATION DESCRIPTION
 JZ2405
 JZ2405'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1492 ***********************************************************************
 JZ1492  DESIGNATION -  H 45
 JZ1492  PID         -  JZ1492
 JZ1492  STATE/COUNTY-  IN/HENRY
 JZ1492  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ1492
 JZ1492                         *CURRENT SURVEY CONTROL
 JZ1492  ___________________________________________________________________
 JZ1492* NAD 83(1986)-  39 55 45.     (N)    085 21 44.     (W)     SCALED    
 JZ1492* NAVD 88     -       322.269  (meters)    1057.31   (feet)  ADJUSTED  
 JZ1492  ___________________________________________________________________
 JZ1492  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JZ1492  DYNAMIC HT  -         322.089 (meters)    1056.72  (feet)  COMP
 JZ1492  MODELED GRAV-     980,058.2   (mgal)                       NAVD 88
 JZ1492
 JZ1492  VERT ORDER  -  SECOND    CLASS 0
 JZ1492
 JZ1492.The horizontal coordinates were scaled from a topographic map and have
 JZ1492.an estimated accuracy of +/- 6 seconds.
 JZ1492
 JZ1492.The orthometric height was determined by differential leveling
 JZ1492.and adjusted by the National Geodetic Survey in June 1991..
 JZ1492
 JZ1492.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1492.See file dsdata.txt to determine how the superseded data were derived.
 JZ1492
 JZ1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK399211(NAD 83)
 JZ1492_MARKER: DB = BENCH MARK DISK
 JZ1492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1492_SP_SET: PLATFORM
 JZ1492_STAMPING: 1057.731 H 45 1934
 JZ1492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1492
 JZ1492  HISTORY     - Date     Condition        Report By
 JZ1492  HISTORY     - 1934     MONUMENTED       CGS
 JZ1492  HISTORY     - 1947     GOOD             NGS
 JZ1492
 JZ1492                          STATION DESCRIPTION
 JZ1492
 JZ1492'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1255 ***********************************************************************
 JZ1255  DESIGNATION -  H 46
 JZ1255  PID         -  JZ1255
 JZ1255  STATE/COUNTY-  IN/UNION
 JZ1255  USGS QUAD   -  LIBERTY (1974)
 JZ1255
 JZ1255                         *CURRENT SURVEY CONTROL
 JZ1255  ___________________________________________________________________
 JZ1255* NAD 83(1986)-  39 39 19.     (N)    084 57 30.     (W)     SCALED    
 JZ1255* NAVD 88     -       288.887  (meters)     947.79   (feet)  ADJUSTED  
 JZ1255  ___________________________________________________________________
 JZ1255  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JZ1255  DYNAMIC HT  -         288.720 (meters)     947.24  (feet)  COMP
 JZ1255  MODELED GRAV-     980,039.8   (mgal)                       NAVD 88
 JZ1255
 JZ1255  VERT ORDER  -  SECOND    CLASS 0
 JZ1255
 JZ1255.The horizontal coordinates were scaled from a topographic map and have
 JZ1255.an estimated accuracy of +/- 6 seconds.
 JZ1255
 JZ1255.The orthometric height was determined by differential leveling
 JZ1255.and adjusted by the National Geodetic Survey in June 1991..
 JZ1255
 JZ1255.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1255.See file dsdata.txt to determine how the superseded data were derived.
 JZ1255
 JZ1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ751914(NAD 83)
 JZ1255_MARKER: DB = BENCH MARK DISK
 JZ1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1255_STAMPING: H 46 1934
 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 = OCTOBER  6, 2006
 JZ2414 ***********************************************************************
 JZ2414  DESIGNATION -  H 47
 JZ2414  PID         -  JZ2414
 JZ2414  STATE/COUNTY-  IN/SHELBY
 JZ2414  USGS QUAD   -  RAYS CROSSING (1993)
 JZ2414
 JZ2414                         *CURRENT SURVEY CONTROL
 JZ2414  ___________________________________________________________________
 JZ2414* NAD 83(1986)-  39 32 31.     (N)    085 41 59.     (W)     SCALED    
 JZ2414* NAVD 88     -       253.329  (meters)     831.13   (feet)  ADJUSTED  
 JZ2414  ___________________________________________________________________
 JZ2414  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JZ2414  DYNAMIC HT  -         253.179 (meters)     830.64  (feet)  COMP
 JZ2414  MODELED GRAV-     980,027.3   (mgal)                       NAVD 88
 JZ2414
 JZ2414  VERT ORDER  -  SECOND    CLASS 0
 JZ2414
 JZ2414.The horizontal coordinates were scaled from a topographic map and have
 JZ2414.an estimated accuracy of +/- 6 seconds.
 JZ2414
 JZ2414.The orthometric height was determined by differential leveling
 JZ2414.and adjusted by the National Geodetic Survey in June 1991..
 JZ2414.WARNING-Repeat measurements at this control monument indicate possible
 JZ2414.vertical movement.
 JZ2414
 JZ2414.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2414.See file dsdata.txt to determine how the superseded data were derived.
 JZ2414
 JZ2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ117777(NAD 83)
 JZ2414_MARKER: DB = BENCH MARK DISK
 JZ2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2414_SP_SET: CONCRETE POST
 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             NGS
 JZ2414  HISTORY     - 19860730 GOOD             NGS
 JZ2414
 JZ2414                          STATION DESCRIPTION
 JZ2414
 JZ2414'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ0609 ***********************************************************************
 JZ0609  DESIGNATION -  H 48
 JZ0609  PID         -  JZ0609
 JZ0609  STATE/COUNTY-  IN/FRANKLIN
 JZ0609  USGS QUAD   -  WHITCOMB (1994)
 JZ0609
 JZ0609                         *CURRENT SURVEY CONTROL
 JZ0609  ___________________________________________________________________
 JZ0609* NAD 83(1986)-  39 22 34.     (N)    084 58 09.     (W)     SCALED    
 JZ0609* NAVD 88     -       195.438  (meters)     641.20   (feet)  ADJUSTED  
 JZ0609  ___________________________________________________________________
 JZ0609  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JZ0609  DYNAMIC HT  -         195.320 (meters)     640.81  (feet)  COMP
 JZ0609  MODELED GRAV-     980,016.1   (mgal)                       NAVD 88
 JZ0609
 JZ0609  VERT ORDER  -  SECOND    CLASS 0
 JZ0609
 JZ0609.The horizontal coordinates were scaled from a topographic map and have
 JZ0609.an estimated accuracy of +/- 6 seconds.
 JZ0609
 JZ0609.The orthometric height was determined by differential leveling
 JZ0609.and adjusted by the National Geodetic Survey in June 1991..
 JZ0609
 JZ0609.The geoid height was determined by GEOID03.
 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     -   458,480.      160,100.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0609.See file dsdata.txt to determine how the superseded data were derived.
 JZ0609
 JZ0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ749604(NAD 83)
 JZ0609_MARKER: DB = BENCH MARK DISK
 JZ0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0609_STAMPING: H 48 1934
 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             NGS
 JZ0609
 JZ0609                          STATION DESCRIPTION
 JZ0609
 JZ0609'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2114 ***********************************************************************
 JZ2114  DESIGNATION -  H 49
 JZ2114  PID         -  JZ2114
 JZ2114  STATE/COUNTY-  IN/JENNINGS
 JZ2114  USGS QUAD   -  NORTH VERNON (1993)
 JZ2114
 JZ2114                         *CURRENT SURVEY CONTROL
 JZ2114  ___________________________________________________________________
 JZ2114* NAD 83(1986)-  39 00 26.     (N)    085 37 33.     (W)     SCALED    
 JZ2114* NAVD 88     -       223.419  (meters)     733.00   (feet)  ADJUSTED  
 JZ2114  ___________________________________________________________________
 JZ2114  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ2114  DYNAMIC HT  -         223.277 (meters)     732.53  (feet)  COMP
 JZ2114  MODELED GRAV-     979,986.3   (mgal)                       NAVD 88
 JZ2114
 JZ2114  VERT ORDER  -  FIRST     CLASS II
 JZ2114
 JZ2114.The horizontal coordinates were scaled from a topographic map and have
 JZ2114.an estimated accuracy of +/- 6 seconds.
 JZ2114
 JZ2114.The orthometric height was determined by differential leveling
 JZ2114.and adjusted by the National Geodetic Survey in June 1991..
 JZ2114
 JZ2114.The geoid height was determined by GEOID03.
 JZ2114
 JZ2114.The dynamic height is computed by dividing the NAVD 88
 JZ2114.geopotential number by the normal gravity value computed on the
 JZ2114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2114.degrees latitude (g = 980.6199 gals.).
 JZ2114
 JZ2114.The modeled gravity was interpolated from observed gravity values.
 JZ2114
 JZ2114;                    North         East    Units  Estimated Accuracy
 JZ2114;SPC IN E     -   417,300.      103,540.      MT  (+/- 180 meters Scaled)
 JZ2114
 JZ2114                          SUPERSEDED SURVEY CONTROL
 JZ2114
 JZ2114  NGVD 29 (??/??/92)  223.538  (m)          733.39   (f) ADJ UNCH    1 2
 JZ2114
 JZ2114.Superseded values are not recommended for survey control.
 JZ2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2114.See file dsdata.txt to determine how the superseded data were derived.
 JZ2114
 JZ2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ189184(NAD 83)
 JZ2114_MARKER: DB = BENCH MARK DISK
 JZ2114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2114_SP_SET: STEP
 JZ2114_STAMPING: H 49 1934
 JZ2114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2114
 JZ2114  HISTORY     - Date     Condition        Report By
 JZ2114  HISTORY     - 1934     MONUMENTED       CGS
 JZ2114  HISTORY     - 1942     GOOD             NGS
 JZ2114  HISTORY     - 1979     GOOD             DOD
 JZ2114  HISTORY     - 20020211 MARK NOT FOUND   INDNR
 JZ2114
 JZ2114                          STATION DESCRIPTION
 JZ2114
 JZ2114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JZ2114'AT NORTH VERNON.
 JZ2114'AT NORTH VERNON, JENNINGS COUNTY, AT THE POST OFFICE, AT THE SOUTH
 JZ2114'ENTRANCE, 3.8 FEET WEST OF THE CENTER OF THE DOOR, IN THE TOP OF
 JZ2114'THE WEST END OF THE TOP STEP, AND 2.3 FEET EAST OF THE WEST END.
 JZ2114'A STANDARD DISK, STAMPED H 49 1934.
 JZ2114
 JZ2114                          STATION RECOVERY (1979)
 JZ2114
 JZ2114'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 JZ2114'RECOVERED IN GOOD CONDITION.
 JZ2114
 JZ2114                          STATION RECOVERY (2002)
 JZ2114
 JZ2114'RECOVERY NOTE BY IN DEPT OF NAT RES 2002 (RWW)
 JZ2114'NEW CONCRETE FOUND AT LOCATION FOR MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE5237 ***********************************************************************
 DE5237  DESIGNATION -  H 49 RESET
 DE5237  PID         -  DE5237
 DE5237  STATE/COUNTY-  IN/JENNINGS
 DE5237  USGS QUAD   -  NORTH VERNON (1993)
 DE5237
 DE5237                         *CURRENT SURVEY CONTROL
 DE5237  ___________________________________________________________________
 DE5237* NAD 83(1986)-  39 00 26.     (N)    085 37 32.     (W)     SCALED    
 DE5237* NAVD 88     -       222.55   (meters)     730.1    (feet)  RESET     
 DE5237  ___________________________________________________________________
 DE5237  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 DE5237
 DE5237  VERT ORDER  -  THIRD
 DE5237
 DE5237.The horizontal coordinates were scaled from a topographic map and have
 DE5237.an estimated accuracy of +/- 6 seconds.
 DE5237
 DE5237.The orthometric height was computed from unverified reset data.
 DE5237.No vertical observational check was made to the station.
 DE5237
 DE5237.The geoid height was determined by GEOID03.
 DE5237
 DE5237;                    North         East    Units  Estimated Accuracy
 DE5237;SPC IN E     -   417,300.      103,560.      MT  (+/- 180 meters Scaled)
 DE5237
 DE5237                          SUPERSEDED SURVEY CONTROL
 DE5237
 DE5237.No superseded survey control is available for this station.
 DE5237
 DE5237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ190184(NAD 83)
 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 = OCTOBER  6, 2006
 LA1605 ***********************************************************************
 LA1605  DESIGNATION -  H 5
 LA1605  PID         -  LA1605
 LA1605  STATE/COUNTY-  IN/GRANT
 LA1605  USGS QUAD   -  MARION (1992)
 LA1605
 LA1605                         *CURRENT SURVEY CONTROL
 LA1605  ___________________________________________________________________
 LA1605* NAD 83(1986)-  40 33 23.     (N)    085 39 19.     (W)     SCALED    
 LA1605* NAVD 88     -       245.471  (meters)     805.35   (feet)  ADJUSTED  
 LA1605  ___________________________________________________________________
 LA1605  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 LA1605  DYNAMIC HT  -         245.346 (meters)     804.94  (feet)  COMP
 LA1605  MODELED GRAV-     980,111.1   (mgal)                       NAVD 88
 LA1605
 LA1605  VERT ORDER  -  FIRST     CLASS II
 LA1605
 LA1605.The horizontal coordinates were scaled from a topographic map and have
 LA1605.an estimated accuracy of +/- 6 seconds.
 LA1605
 LA1605.The orthometric height was determined by differential leveling
 LA1605.and adjusted by the National Geodetic Survey in June 1991..
 LA1605.WARNING-Repeat measurements at this control monument indicate possible
 LA1605.vertical movement.
 LA1605
 LA1605.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1605.See file dsdata.txt to determine how the superseded data were derived.
 LA1605
 LA1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK138903(NAD 83)
 LA1605_MARKER: DB = BENCH MARK DISK
 LA1605_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1605_SP_SET: WALL
 LA1605_STAMPING: ELEV 805.812 FT H 5
 LA1605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1605
 LA1605  HISTORY     - Date     Condition        Report By
 LA1605  HISTORY     - UNK      MONUMENTED       CGS
 LA1605  HISTORY     - 1946     GOOD             NGS
 LA1605
 LA1605                          STATION DESCRIPTION
 LA1605
 LA1605'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0845 ***********************************************************************
 KA0845  DESIGNATION -  H 51
 KA0845  PID         -  KA0845
 KA0845  STATE/COUNTY-  IN/VIGO
 KA0845  USGS QUAD   -  ROSEDALE (1983)
 KA0845
 KA0845                         *CURRENT SURVEY CONTROL
 KA0845  ___________________________________________________________________
 KA0845* NAD 83(1986)-  39 36 28.     (N)    087 21 45.     (W)     SCALED    
 KA0845* NAVD 88     -       159.456  (meters)     523.15   (feet)  ADJUSTED  
 KA0845  ___________________________________________________________________
 KA0845  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KA0845  DYNAMIC HT  -         159.366 (meters)     522.85  (feet)  COMP
 KA0845  MODELED GRAV-     980,058.8   (mgal)                       NAVD 88
 KA0845
 KA0845  VERT ORDER  -  SECOND    CLASS 0
 KA0845
 KA0845.The horizontal coordinates were scaled from a topographic map and have
 KA0845.an estimated accuracy of +/- 6 seconds.
 KA0845
 KA0845.The orthometric height was determined by differential leveling
 KA0845.and adjusted by the National Geodetic Survey in June 1991..
 KA0845
 KA0845.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0845.See file dsdata.txt to determine how the superseded data were derived.
 KA0845
 KA0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ688842(NAD 83)
 KA0845_MARKER: DB = BENCH MARK DISK
 KA0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0845_STAMPING: H 51 1934
 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             NGS
 KA0845
 KA0845                          STATION DESCRIPTION
 KA0845
 KA0845'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0329 ***********************************************************************
 KA0329  DESIGNATION -  H 53
 KA0329  PID         -  KA0329
 KA0329  STATE/COUNTY-  IN/BROWN
 KA0329  USGS QUAD   -  NASHVILLE (1994)
 KA0329
 KA0329                         *CURRENT SURVEY CONTROL
 KA0329  ___________________________________________________________________
 KA0329* NAD 83(1986)-  39 12 21.     (N)    086 14 49.     (W)     SCALED    
 KA0329* NAVD 88     -       187.575  (meters)     615.40   (feet)  ADJUSTED  
 KA0329  ___________________________________________________________________
 KA0329  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KA0329  DYNAMIC HT  -         187.461 (meters)     615.03  (feet)  COMP
 KA0329  MODELED GRAV-     980,017.1   (mgal)                       NAVD 88
 KA0329
 KA0329  VERT ORDER  -  SECOND    CLASS 0
 KA0329
 KA0329.The horizontal coordinates were scaled from a topographic map and have
 KA0329.an estimated accuracy of +/- 6 seconds.
 KA0329
 KA0329.The orthometric height was determined by differential leveling
 KA0329.and adjusted by the National Geodetic Survey in June 1991..
 KA0329
 KA0329.The geoid height was determined by GEOID03.
 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     -   439,510.       49,880.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0329.See file dsdata.txt to determine how the superseded data were derived.
 KA0329
 KA0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ650398(NAD 83)
 KA0329_MARKER: DB = BENCH MARK DISK
 KA0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0329_STAMPING: H 53 1934
 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 = OCTOBER  6, 2006
 JA0245 ***********************************************************************
 JA0245  DESIGNATION -  H 56
 JA0245  PID         -  JA0245
 JA0245  STATE/COUNTY-  IN/HARRISON
 JA0245  USGS QUAD   -  DEPAUW (1994)
 JA0245
 JA0245                         *CURRENT SURVEY CONTROL
 JA0245  ___________________________________________________________________
 JA0245* NAD 83(1986)-  38 19 13.     (N)    086 08 42.     (W)     SCALED    
 JA0245* NAVD 88     -       219.155  (meters)     719.01   (feet)  ADJUSTED  
 JA0245  ___________________________________________________________________
 JA0245  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JA0245  DYNAMIC HT  -         219.002 (meters)     718.51  (feet)  COMP
 JA0245  MODELED GRAV-     979,926.1   (mgal)                       NAVD 88
 JA0245
 JA0245  VERT ORDER  -  SECOND    CLASS 0
 JA0245
 JA0245.The horizontal coordinates were scaled from a topographic map and have
 JA0245.an estimated accuracy of +/- 6 seconds.
 JA0245
 JA0245.The orthometric height was determined by differential leveling
 JA0245.and adjusted by the National Geodetic Survey in June 1991..
 JA0245
 JA0245.The geoid height was determined by GEOID03.
 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     -   341,150.       58,170.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0245.See file dsdata.txt to determine how the superseded data were derived.
 JA0245
 JA0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH747416(NAD 83)
 JA0245_MARKER: DB = BENCH MARK DISK
 JA0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0245_STAMPING: H 56 1934
 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   NGS
 JA0245
 JA0245                          STATION DESCRIPTION
 JA0245
 JA0245'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0578 ***********************************************************************
 JA0578  DESIGNATION -  H 57
 JA0578  PID         -  JA0578
 JA0578  STATE/COUNTY-  IN/DUBOIS
 JA0578  USGS QUAD   -  HUNTINGBURG (1990)
 JA0578
 JA0578                         *CURRENT SURVEY CONTROL
 JA0578  ___________________________________________________________________
 JA0578* NAD 83(1986)-  38 17 54.     (N)    086 56 54.     (W)     SCALED    
 JA0578* NAVD 88     -       143.425  (meters)     470.55   (feet)  ADJUSTED  
 JA0578  ___________________________________________________________________
 JA0578  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JA0578  DYNAMIC HT  -         143.329 (meters)     470.24  (feet)  COMP
 JA0578  MODELED GRAV-     979,955.6   (mgal)                       NAVD 88
 JA0578
 JA0578  VERT ORDER  -  SECOND    CLASS 0
 JA0578
 JA0578.The horizontal coordinates were scaled from a topographic map and have
 JA0578.an estimated accuracy of +/- 6 seconds.
 JA0578
 JA0578.The orthometric height was determined by differential leveling
 JA0578.and adjusted by the National Geodetic Survey in June 1991..
 JA0578
 JA0578.The geoid height was determined by GEOID03.
 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     -   338,620.      911,810.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0578.See file dsdata.txt to determine how the superseded data were derived.
 JA0578
 JA0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH045389(NAD 83)
 JA0578_MARKER: DB = BENCH MARK DISK
 JA0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0578_STAMPING: H 57 1934
 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             NGS
 JA0578  HISTORY     - 1965     MARK NOT FOUND   NGS
 JA0578
 JA0578                          STATION DESCRIPTION
 JA0578
 JA0578'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1965
 JA0578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0593 ***********************************************************************
 JA0593  DESIGNATION -  H 58
 JA0593  PID         -  JA0593
 JA0593  STATE/COUNTY-  IN/DUBOIS
 JA0593  USGS QUAD   -  HUNTINGBURG (1990)
 JA0593
 JA0593                         *CURRENT SURVEY CONTROL
 JA0593  ___________________________________________________________________
 JA0593* NAD 83(1986)-  38 16 23.     (N)    086 55 50.     (W)     SCALED    
 JA0593* NAVD 88     -       138.228  (meters)     453.50   (feet)  ADJUSTED  
 JA0593  ___________________________________________________________________
 JA0593  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JA0593  DYNAMIC HT  -         138.135 (meters)     453.20  (feet)  COMP
 JA0593  MODELED GRAV-     979,952.3   (mgal)                       NAVD 88
 JA0593
 JA0593  VERT ORDER  -  FIRST     CLASS II
 JA0593
 JA0593.The horizontal coordinates were scaled from a topographic map and have
 JA0593.an estimated accuracy of +/- 6 seconds.
 JA0593
 JA0593.The orthometric height was determined by differential leveling
 JA0593.and adjusted by the National Geodetic Survey in June 1991..
 JA0593
 JA0593.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0593.See file dsdata.txt to determine how the superseded data were derived.
 JA0593
 JA0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH060361(NAD 83)
 JA0593_MARKER: DB = BENCH MARK DISK
 JA0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0593_STAMPING: H 58 1934
 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             NGS
 JA0593
 JA0593                          STATION DESCRIPTION
 JA0593
 JA0593'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1003 ***********************************************************************
 ME1003  DESIGNATION -  H 6
 ME1003  PID         -  ME1003
 ME1003  STATE/COUNTY-  IN/LAKE
 ME1003  USGS QUAD   -  GARY (1991)
 ME1003
 ME1003                         *CURRENT SURVEY CONTROL
 ME1003  ___________________________________________________________________
 ME1003* NAD 83(1986)-  41 35 42.     (N)    087 21 44.     (W)     SCALED    
 ME1003* NAVD 88     -       184.278  (meters)     604.59   (feet)  ADJUSTED  
 ME1003  ___________________________________________________________________
 ME1003  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME1003  DYNAMIC HT  -         184.210 (meters)     604.36  (feet)  COMP
 ME1003  MODELED GRAV-     980,249.4   (mgal)                       NAVD 88
 ME1003
 ME1003  VERT ORDER  -  FIRST     CLASS II
 ME1003
 ME1003.The horizontal coordinates were scaled from a topographic map and have
 ME1003.an estimated accuracy of +/- 6 seconds.
 ME1003
 ME1003.The orthometric height was determined by differential leveling
 ME1003.and adjusted by the National Geodetic Survey in April 1995..
 ME1003
 ME1003.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME1003
 ME1003  NAVD 88 (06/15/91)  184.274  (m)          604.57   (f) UNKNOWN     1 2
 ME1003  NGVD 29 (01/19/93)  184.377  (m)          604.91   (f) ADJUSTED    1 2
 ME1003
 ME1003.Superseded values are not recommended for survey control.
 ME1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1003.See file dsdata.txt to determine how the superseded data were derived.
 ME1003
 ME1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM698048(NAD 83)
 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     - UNK      MONUMENTED       CGS
 ME1003  HISTORY     - 1968     GOOD             NGS
 ME1003  HISTORY     - 19920906 GOOD             NGS
 ME1003
 ME1003                          STATION DESCRIPTION
 ME1003
 ME1003'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1682 ***********************************************************************
 HZ1682  DESIGNATION -  H 60
 HZ1682  PID         -  HZ1682
 HZ1682  STATE/COUNTY-  IN/SCOTT
 HZ1682  USGS QUAD   -  SCOTTSBURG (1994)
 HZ1682
 HZ1682                         *CURRENT SURVEY CONTROL
 HZ1682  ___________________________________________________________________
 HZ1682* NAD 83(1986)-  38 42 44.     (N)    085 47 02.     (W)     SCALED    
 HZ1682* NAVD 88     -       163.807  (meters)     537.42   (feet)  ADJUSTED  
 HZ1682  ___________________________________________________________________
 HZ1682  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 HZ1682  DYNAMIC HT  -         163.700 (meters)     537.07  (feet)  COMP
 HZ1682  MODELED GRAV-     979,974.2   (mgal)                       NAVD 88
 HZ1682
 HZ1682  VERT ORDER  -  SECOND    CLASS 0
 HZ1682
 HZ1682.The horizontal coordinates were scaled from a topographic map and have
 HZ1682.an estimated accuracy of +/- 6 seconds.
 HZ1682
 HZ1682.The orthometric height was determined by differential leveling
 HZ1682.and adjusted by the National Geodetic Survey in June 1991..
 HZ1682
 HZ1682.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1682.See file dsdata.txt to determine how the superseded data were derived.
 HZ1682
 HZ1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH057855(NAD 83)
 HZ1682_MARKER: DB = BENCH MARK DISK
 HZ1682_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1682_SP_SET: ABUTMENT
 HZ1682_STAMPING: H 60 1934
 HZ1682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1682
 HZ1682  HISTORY     - Date     Condition        Report By
 HZ1682  HISTORY     - 1934     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0622 ***********************************************************************
 KA0622  DESIGNATION -  H 62
 KA0622  PID         -  KA0622
 KA0622  STATE/COUNTY-  IN/PUTNAM
 KA0622  USGS QUAD   -  CLOVERDALE (1986)
 KA0622
 KA0622                         *CURRENT SURVEY CONTROL
 KA0622  ___________________________________________________________________
 KA0622* NAD 83(1986)-  39 36 13.     (N)    086 45 00.     (W)     SCALED    
 KA0622* NAVD 88     -       247.001  (meters)     810.37   (feet)  ADJUSTED  
 KA0622  ___________________________________________________________________
 KA0622  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KA0622  DYNAMIC HT  -         246.860 (meters)     809.91  (feet)  COMP
 KA0622  MODELED GRAV-     980,049.7   (mgal)                       NAVD 88
 KA0622
 KA0622  VERT ORDER  -  FIRST     CLASS II
 KA0622
 KA0622.The horizontal coordinates were scaled from a topographic map and have
 KA0622.an estimated accuracy of +/- 6 seconds.
 KA0622
 KA0622.The orthometric height was determined by differential leveling
 KA0622.and adjusted by the National Geodetic Survey in June 1991..
 KA0622
 KA0622.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0622.See file dsdata.txt to determine how the superseded data were derived.
 KA0622
 KA0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ214837(NAD 83)
 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 = OCTOBER  6, 2006
 KA0486 ***********************************************************************
 KA0486  DESIGNATION -  H 63
 KA0486  PID         -  KA0486
 KA0486  STATE/COUNTY-  IN/MORGAN
 KA0486  USGS QUAD   -  QUINCY (1958)
 KA0486
 KA0486                         *CURRENT SURVEY CONTROL
 KA0486  ___________________________________________________________________
 KA0486* NAD 83(1986)-  39 29 57.     (N)    086 39 12.     (W)     SCALED    
 KA0486* NAVD 88     -       237.135  (meters)     778.00   (feet)  ADJUSTED  
 KA0486  ___________________________________________________________________
 KA0486  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KA0486  DYNAMIC HT  -         237.001 (meters)     777.56  (feet)  COMP
 KA0486  MODELED GRAV-     980,055.6   (mgal)                       NAVD 88
 KA0486
 KA0486  VERT ORDER  -  SECOND    CLASS 0
 KA0486
 KA0486.The horizontal coordinates were scaled from a topographic map and have
 KA0486.an estimated accuracy of +/- 6 seconds.
 KA0486
 KA0486.The orthometric height was determined by differential leveling
 KA0486.and adjusted by the National Geodetic Survey in June 1991..
 KA0486
 KA0486.The geoid height was determined by GEOID03.
 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     -   472,000.      936,990.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0486.See file dsdata.txt to determine how the superseded data were derived.
 KA0486
 KA0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ298722(NAD 83)
 KA0486_MARKER: DB = BENCH MARK DISK
 KA0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0486_STAMPING: H 63 1946
 KA0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0486+STABILITY: SURFACE MOTION
 KA0486
 KA0486  HISTORY     - Date     Condition        Report By
 KA0486  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0153 ***********************************************************************
 KA0153  DESIGNATION -  H 64 RESET 1955
 KA0153  PID         -  KA0153
 KA0153  STATE/COUNTY-  IN/MARION
 KA0153  USGS QUAD   -  BRIDGEPORT (1986)
 KA0153
 KA0153                         *CURRENT SURVEY CONTROL
 KA0153  ___________________________________________________________________
 KA0153* NAD 83(1986)-  39 40 25.     (N)    086 17 46.     (W)     SCALED    
 KA0153* NAVD 88     -       236.42   (meters)     775.7    (feet)  RESET     
 KA0153  ___________________________________________________________________
 KA0153  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KA0153
 KA0153  VERT ORDER  -  THIRD
 KA0153
 KA0153.The horizontal coordinates were scaled from a topographic map and have
 KA0153.an estimated accuracy of +/- 6 seconds.
 KA0153
 KA0153.The orthometric height was computed from unverified reset data.
 KA0153
 KA0153.The geoid height was determined by GEOID03.
 KA0153
 KA0153;                    North         East    Units  Estimated Accuracy
 KA0153;SPC IN E     -   491,470.       46,000.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0153.See file dsdata.txt to determine how the superseded data were derived.
 KA0153
 KA0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ603917(NAD 83)
 KA0153_MARKER: DB = BENCH MARK DISK
 KA0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0153_STAMPING: H 64 1946 RESET
 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             NGS
 KA0153
 KA0153                          STATION DESCRIPTION
 KA0153
 KA0153'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0294 ***********************************************************************
 KA0294  DESIGNATION -  H 65
 KA0294  PID         -  KA0294
 KA0294  STATE/COUNTY-  IN/MORGAN
 KA0294  USGS QUAD   -  MARTINSVILLE (1993)
 KA0294
 KA0294                         *CURRENT SURVEY CONTROL
 KA0294  ___________________________________________________________________
 KA0294* NAD 83(1986)-  39 24 59.     (N)    086 28 59.     (W)     SCALED    
 KA0294* NAVD 88     -       182.890  (meters)     600.03   (feet)  ADJUSTED  
 KA0294  ___________________________________________________________________
 KA0294  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KA0294  DYNAMIC HT  -         182.786 (meters)     599.69  (feet)  COMP
 KA0294  MODELED GRAV-     980,052.4   (mgal)                       NAVD 88
 KA0294
 KA0294  VERT ORDER  -  SECOND    CLASS 0
 KA0294
 KA0294.The horizontal coordinates were scaled from a topographic map and have
 KA0294.an estimated accuracy of +/- 6 seconds.
 KA0294
 KA0294.The orthometric height was determined by differential leveling
 KA0294.and adjusted by the National Geodetic Survey in June 1991..
 KA0294
 KA0294.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0294.See file dsdata.txt to determine how the superseded data were derived.
 KA0294
 KA0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ445631(NAD 83)
 KA0294_MARKER: DB = BENCH MARK DISK
 KA0294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0294_SP_SET: CULVERT
 KA0294_STAMPING: H 65 1946
 KA0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0294
 KA0294  HISTORY     - Date     Condition        Report By
 KA0294  HISTORY     - 1946     MONUMENTED       CGS
 KA0294  HISTORY     - 1966     GOOD             NGS
 KA0294
 KA0294                          STATION DESCRIPTION
 KA0294
 KA0294'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1078 ***********************************************************************
 KA1078  DESIGNATION -  H 66
 KA1078  PID         -  KA1078
 KA1078  STATE/COUNTY-  IN/VIGO
 KA1078  USGS QUAD   -  SEELYVILLE (1986)
 KA1078
 KA1078                         *CURRENT SURVEY CONTROL
 KA1078  ___________________________________________________________________
 KA1078* NAD 83(1986)-  39 28 58.     (N)    087 18 50.     (W)     SCALED    
 KA1078* NAVD 88     -       170.284  (meters)     558.67   (feet)  ADJUSTED  
 KA1078  ___________________________________________________________________
 KA1078  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KA1078  DYNAMIC HT  -         170.187 (meters)     558.36  (feet)  COMP
 KA1078  MODELED GRAV-     980,053.4   (mgal)                       NAVD 88
 KA1078
 KA1078  VERT ORDER  -  SECOND    CLASS 0
 KA1078
 KA1078.The horizontal coordinates were scaled from a topographic map and have
 KA1078.an estimated accuracy of +/- 6 seconds.
 KA1078
 KA1078.The orthometric height was determined by differential leveling
 KA1078.and adjusted by the National Geodetic Survey in June 1991..
 KA1078
 KA1078.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1078.See file dsdata.txt to determine how the superseded data were derived.
 KA1078
 KA1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ730704(NAD 83)
 KA1078_MARKER: DB = BENCH MARK DISK
 KA1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1078_STAMPING: H 66 1946
 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             NGS
 KA1078  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA1078  HISTORY     - 19900428 GOOD             USPSQD
 KA1078
 KA1078                          STATION DESCRIPTION
 KA1078
 KA1078'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0928 ***********************************************************************
 KA0928  DESIGNATION -  H 67
 KA0928  PID         -  KA0928
 KA0928  STATE/COUNTY-  IN/CLAY
 KA0928  USGS QUAD   -  BRAZIL EAST (1986)
 KA0928
 KA0928                         *CURRENT SURVEY CONTROL
 KA0928  ___________________________________________________________________
 KA0928* NAD 83(1986)-  39 35 46.     (N)    087 07 27.     (W)     SCALED    
 KA0928* NAVD 88     -       205.155  (meters)     673.08   (feet)  ADJUSTED  
 KA0928  ___________________________________________________________________
 KA0928  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KA0928  DYNAMIC HT  -         205.037 (meters)     672.69  (feet)  COMP
 KA0928  MODELED GRAV-     980,047.7   (mgal)                       NAVD 88
 KA0928
 KA0928  VERT ORDER  -  FIRST     CLASS II
 KA0928
 KA0928.The horizontal coordinates were scaled from a topographic map and have
 KA0928.an estimated accuracy of +/- 6 seconds.
 KA0928
 KA0928.The orthometric height was determined by differential leveling
 KA0928.and adjusted by the National Geodetic Survey in June 1991..
 KA0928
 KA0928.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0928.See file dsdata.txt to determine how the superseded data were derived.
 KA0928
 KA0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ893829(NAD 83)
 KA0928_MARKER: DB = BENCH MARK DISK
 KA0928_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0928_SP_SET: PIER
 KA0928_STAMPING: H 67 1946
 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 = OCTOBER  6, 2006
 KA0929 ***********************************************************************
 KA0929  DESIGNATION -  H 67 RESET
 KA0929  PID         -  KA0929
 KA0929  STATE/COUNTY-  IN/CLAY
 KA0929  USGS QUAD   -  BRAZIL EAST (1986)
 KA0929
 KA0929                         *CURRENT SURVEY CONTROL
 KA0929  ___________________________________________________________________
 KA0929* NAD 83(1986)-  39 35 46.     (N)    087 07 27.     (W)     SCALED    
 KA0929* NAVD 88     -       205.15   (meters)     673.1    (feet)  RESET     
 KA0929  ___________________________________________________________________
 KA0929  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KA0929
 KA0929  VERT ORDER  -  THIRD
 KA0929
 KA0929.The horizontal coordinates were scaled from a topographic map and have
 KA0929.an estimated accuracy of +/- 6 seconds.
 KA0929
 KA0929.The orthometric height was computed from unverified reset data.
 KA0929
 KA0929.The geoid height was determined by GEOID03.
 KA0929
 KA0929;                    North         East    Units  Estimated Accuracy
 KA0929;SPC IN W     -   482,680.      896,490.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0929.See file dsdata.txt to determine how the superseded data were derived.
 KA0929
 KA0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ893829(NAD 83)
 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 = OCTOBER  6, 2006
 KA1164 ***********************************************************************
 KA1164  DESIGNATION -  H 68
 KA1164  PID         -  KA1164
 KA1164  STATE/COUNTY-  IN/CLAY
 KA1164  USGS QUAD   -  STAUNTON (1986)
 KA1164
 KA1164                         *CURRENT SURVEY CONTROL
 KA1164  ___________________________________________________________________
 KA1164* NAD 83(1986)-  39 25 05.     (N)    087 12 04.     (W)     SCALED    
 KA1164* NAVD 88     -       195.891  (meters)     642.69   (feet)  ADJUSTED  
 KA1164  ___________________________________________________________________
 KA1164  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KA1164  DYNAMIC HT  -         195.779 (meters)     642.32  (feet)  COMP
 KA1164  MODELED GRAV-     980,049.3   (mgal)                       NAVD 88
 KA1164
 KA1164  VERT ORDER  -  SECOND    CLASS 0
 KA1164
 KA1164.The horizontal coordinates were scaled from a topographic map and have
 KA1164.an estimated accuracy of +/- 6 seconds.
 KA1164
 KA1164.The orthometric height was determined by differential leveling
 KA1164.and adjusted by the National Geodetic Survey in June 1991..
 KA1164
 KA1164.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1164.See file dsdata.txt to determine how the superseded data were derived.
 KA1164
 KA1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ826631(NAD 83)
 KA1164_MARKER: DB = BENCH MARK DISK
 KA1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1164_STAMPING: H 68 1946
 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 = OCTOBER  6, 2006
 KA0506 ***********************************************************************
 KA0506  DESIGNATION -  H 69
 KA0506  PID         -  KA0506
 KA0506  STATE/COUNTY-  IN/CLAY
 KA0506  USGS QUAD   -  POLAND (1980)
 KA0506
 KA0506                         *CURRENT SURVEY CONTROL
 KA0506  ___________________________________________________________________
 KA0506* NAD 83(1986)-  39 27 31.     (N)    086 59 48.     (W)     SCALED    
 KA0506* NAVD 88     -       196.433  (meters)     644.46   (feet)  ADJUSTED  
 KA0506  ___________________________________________________________________
 KA0506  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KA0506  DYNAMIC HT  -         196.320 (meters)     644.09  (feet)  COMP
 KA0506  MODELED GRAV-     980,049.3   (mgal)                       NAVD 88
 KA0506
 KA0506  VERT ORDER  -  SECOND    CLASS 0
 KA0506
 KA0506.The horizontal coordinates were scaled from a topographic map and have
 KA0506.an estimated accuracy of +/- 6 seconds.
 KA0506
 KA0506.The orthometric height was determined by differential leveling
 KA0506.and adjusted by the National Geodetic Survey in June 1991..
 KA0506
 KA0506.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0506.See file dsdata.txt to determine how the superseded data were derived.
 KA0506
 KA0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ002676(NAD 83)
 KA0506_MARKER: DB = BENCH MARK DISK
 KA0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0506_STAMPING: H 69 1946
 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 = OCTOBER  6, 2006
 ME0290 ***********************************************************************
 ME0290  DESIGNATION -  H 7
 ME0290  PID         -  ME0290
 ME0290  STATE/COUNTY-  IN/MARSHALL
 ME0290  USGS QUAD   -  DONALDSON (1972)
 ME0290
 ME0290                         *CURRENT SURVEY CONTROL
 ME0290  ___________________________________________________________________
 ME0290* NAD 83(1986)-  41 21 39.     (N)    086 26 39.     (W)     SCALED    
 ME0290* NAVD 88     -       238.786  (meters)     783.42   (feet)  ADJUSTED  
 ME0290  ___________________________________________________________________
 ME0290  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0290  DYNAMIC HT  -         238.688 (meters)     783.10  (feet)  COMP
 ME0290  MODELED GRAV-     980,209.0   (mgal)                       NAVD 88
 ME0290
 ME0290  VERT ORDER  -  FIRST     CLASS I
 ME0290
 ME0290.The horizontal coordinates were scaled from a topographic map and have
 ME0290.an estimated accuracy of +/- 6 seconds.
 ME0290
 ME0290.The orthometric height was determined by differential leveling
 ME0290.and adjusted by the National Geodetic Survey in June 1991..
 ME0290
 ME0290.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0290.See file dsdata.txt to determine how the superseded data were derived.
 ME0290
 ME0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL464789(NAD 83)
 ME0290_MARKER: DB = BENCH MARK DISK
 ME0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0290_SP_SET: DOOR SILL
 ME0290_STAMPING: ELEV 783.798 FT H 7
 ME0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0290
 ME0290  HISTORY     - Date     Condition        Report By
 ME0290  HISTORY     - UNK      MONUMENTED       CGS
 ME0290  HISTORY     - 1968     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 KA0495 ***********************************************************************
 KA0495  DESIGNATION -  H 70
 KA0495  PID         -  KA0495
 KA0495  STATE/COUNTY-  IN/PUTNAM
 KA0495  USGS QUAD   -  POLAND (1980)
 KA0495
 KA0495                         *CURRENT SURVEY CONTROL
 KA0495  ___________________________________________________________________
 KA0495* NAD 83(1986)-  39 29 12.     (N)    086 59 31.     (W)     SCALED    
 KA0495* NAVD 88     -       190.633  (meters)     625.44   (feet)  ADJUSTED  
 KA0495  ___________________________________________________________________
 KA0495  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KA0495  DYNAMIC HT  -         190.524 (meters)     625.08  (feet)  COMP
 KA0495  MODELED GRAV-     980,049.5   (mgal)                       NAVD 88
 KA0495
 KA0495  VERT ORDER  -  SECOND    CLASS 0
 KA0495
 KA0495.The horizontal coordinates were scaled from a topographic map and have
 KA0495.an estimated accuracy of +/- 6 seconds.
 KA0495
 KA0495.The orthometric height was determined by differential leveling
 KA0495.and adjusted by the National Geodetic Survey in June 1991..
 KA0495
 KA0495.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0495.See file dsdata.txt to determine how the superseded data were derived.
 KA0495
 KA0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ006707(NAD 83)
 KA0495_MARKER: DB = BENCH MARK DISK
 KA0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0495_STAMPING: H 70 1946
 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 = OCTOBER  6, 2006
 KA0833 ***********************************************************************
 KA0833  DESIGNATION -  H 71
 KA0833  PID         -  KA0833
 KA0833  STATE/COUNTY-  IN/PARKE
 KA0833  USGS QUAD   -  MANSFIELD (1983)
 KA0833
 KA0833                         *CURRENT SURVEY CONTROL
 KA0833  ___________________________________________________________________
 KA0833* NAD 83(1986)-  39 41 37.     (N)    087 06 31.     (W)     SCALED    
 KA0833* NAVD 88     -       216.413  (meters)     710.01   (feet)  ADJUSTED  
 KA0833  ___________________________________________________________________
 KA0833  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KA0833  DYNAMIC HT  -         216.290 (meters)     709.61  (feet)  COMP
 KA0833  MODELED GRAV-     980,056.5   (mgal)                       NAVD 88
 KA0833
 KA0833  VERT ORDER  -  SECOND    CLASS 0
 KA0833
 KA0833.The horizontal coordinates were scaled from a topographic map and have
 KA0833.an estimated accuracy of +/- 6 seconds.
 KA0833
 KA0833.The orthometric height was determined by differential leveling
 KA0833.and adjusted by the National Geodetic Survey in June 1991..
 KA0833
 KA0833.The geoid height was determined by GEOID03.
 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     -   493,500.      897,830.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0833.See file dsdata.txt to determine how the superseded data were derived.
 KA0833
 KA0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ906937(NAD 83)
 KA0833_MARKER: DB = BENCH MARK DISK
 KA0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0833_STAMPING: H 71 1946
 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 = OCTOBER  6, 2006
 KA0563 ***********************************************************************
 KA0563  DESIGNATION -  H 72
 KA0563  PID         -  KA0563
 KA0563  STATE/COUNTY-  IN/PUTNAM
 KA0563  USGS QUAD   -  ROACHDALE (1958)
 KA0563
 KA0563                         *CURRENT SURVEY CONTROL
 KA0563  ___________________________________________________________________
 KA0563* NAD 83(1986)-  39 45 43.     (N)    086 52 04.     (W)     SCALED    
 KA0563* NAVD 88     -       275.595  (meters)     904.18   (feet)  ADJUSTED  
 KA0563  ___________________________________________________________________
 KA0563  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KA0563  DYNAMIC HT  -         275.439 (meters)     903.67  (feet)  COMP
 KA0563  MODELED GRAV-     980,054.0   (mgal)                       NAVD 88
 KA0563
 KA0563  VERT ORDER  -  SECOND    CLASS 0
 KA0563
 KA0563.The horizontal coordinates were scaled from a topographic map and have
 KA0563.an estimated accuracy of +/- 6 seconds.
 KA0563
 KA0563.The orthometric height was determined by differential leveling
 KA0563.and adjusted by the National Geodetic Survey in June 1991..
 KA0563
 KA0563.The geoid height was determined by GEOID03.
 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     -   501,110.      918,470.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0563.See file dsdata.txt to determine how the superseded data were derived.
 KA0563
 KA0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK113013(NAD 83)
 KA0563_MARKER: DB = BENCH MARK DISK
 KA0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0563_STAMPING: H 72 1946
 KA0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0563+STABILITY: SURFACE MOTION
 KA0563
 KA0563  HISTORY     - Date     Condition        Report By
 KA0563  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0743 ***********************************************************************
 KA0743  DESIGNATION -  H 73
 KA0743  PID         -  KA0743
 KA0743  STATE/COUNTY-  IN/HENDRICKS
 KA0743  USGS QUAD   -  COATESVILLE (1983)
 KA0743
 KA0743                         *CURRENT SURVEY CONTROL
 KA0743  ___________________________________________________________________
 KA0743* NAD 83(1986)-  39 41 58.     (N)    086 39 03.     (W)     SCALED    
 KA0743* NAVD 88     -       265.554  (meters)     871.24   (feet)  POSTED    
 KA0743  ___________________________________________________________________
 KA0743  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KA0743  DYNAMIC HT  -         265.410 (meters)     870.77  (feet)  COMP
 KA0743  MODELED GRAV-     980,064.2   (mgal)                       NAVD 88
 KA0743
 KA0743  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KA0743
 KA0743.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KA0743.rate of 1.1 thru 2.0 mm/km.
 KA0743
 KA0743.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0743.See file dsdata.txt to determine how the superseded data were derived.
 KA0743
 KA0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ299944(NAD 83)
 KA0743_MARKER: DB = BENCH MARK DISK
 KA0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0743_STAMPING: H 73 1946
 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 = OCTOBER  6, 2006
 KA0759 ***********************************************************************
 KA0759  DESIGNATION -  H 74
 KA0759  PID         -  KA0759
 KA0759  STATE/COUNTY-  IN/MONTGOMERY
 KA0759  USGS QUAD   -  NEW MARKET (1980)
 KA0759
 KA0759                         *CURRENT SURVEY CONTROL
 KA0759  ___________________________________________________________________
 KA0759* NAD 83(1986)-  39 55 26.     (N)    086 56 18.     (W)     SCALED    
 KA0759* NAVD 88     -       252.875  (meters)     829.64   (feet)  ADJUSTED  
 KA0759  ___________________________________________________________________
 KA0759  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KA0759  DYNAMIC HT  -         252.736 (meters)     829.18  (feet)  COMP
 KA0759  MODELED GRAV-     980,070.7   (mgal)                       NAVD 88
 KA0759
 KA0759  VERT ORDER  -  SECOND    CLASS 0
 KA0759
 KA0759.The horizontal coordinates were scaled from a topographic map and have
 KA0759.an estimated accuracy of +/- 6 seconds.
 KA0759
 KA0759.The orthometric height was determined by differential leveling
 KA0759.and adjusted by the National Geodetic Survey in June 1991..
 KA0759
 KA0759.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0759.See file dsdata.txt to determine how the superseded data were derived.
 KA0759
 KA0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK052193(NAD 83)
 KA0759_MARKER: DB = BENCH MARK DISK
 KA0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0759_STAMPING: H 74 1946
 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 = OCTOBER  6, 2006
 KA0725 ***********************************************************************
 KA0725  DESIGNATION -  H 75
 KA0725  PID         -  KA0725
 KA0725  STATE/COUNTY-  IN/MONTGOMERY
 KA0725  USGS QUAD   -  LADOGA (1984)
 KA0725
 KA0725                         *CURRENT SURVEY CONTROL
 KA0725  ___________________________________________________________________
 KA0725* NAD 83(1986)-  39 58 53.     (N)    086 47 57.     (W)     SCALED    
 KA0725* NAVD 88     -       259.744  (meters)     852.18   (feet)  ADJUSTED  
 KA0725  ___________________________________________________________________
 KA0725  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KA0725  DYNAMIC HT  -         259.603 (meters)     851.71  (feet)  COMP
 KA0725  MODELED GRAV-     980,076.8   (mgal)                       NAVD 88
 KA0725
 KA0725  VERT ORDER  -  SECOND    CLASS 0
 KA0725
 KA0725.The horizontal coordinates were scaled from a topographic map and have
 KA0725.an estimated accuracy of +/- 6 seconds.
 KA0725
 KA0725.The orthometric height was determined by differential leveling
 KA0725.and adjusted by the National Geodetic Survey in June 1991..
 KA0725
 KA0725.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0725.See file dsdata.txt to determine how the superseded data were derived.
 KA0725
 KA0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK171257(NAD 83)
 KA0725_MARKER: DB = BENCH MARK DISK
 KA0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0725_STAMPING: H 75 1946
 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 = OCTOBER  6, 2006
 KA0755 ***********************************************************************
 KA0755  DESIGNATION -  H 76
 KA0755  PID         -  KA0755
 KA0755  STATE/COUNTY-  IN/HENDRICKS
 KA0755  USGS QUAD   -  HALL (1970)
 KA0755
 KA0755                         *CURRENT SURVEY CONTROL
 KA0755  ___________________________________________________________________
 KA0755* NAD 83(1986)-  39 36 07.     (N)    086 33 13.     (W)     SCALED    
 KA0755* NAVD 88     -       235.613  (meters)     773.01   (feet)  ADJUSTED  
 KA0755  ___________________________________________________________________
 KA0755  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KA0755  DYNAMIC HT  -         235.481 (meters)     772.57  (feet)  COMP
 KA0755  MODELED GRAV-     980,063.3   (mgal)                       NAVD 88
 KA0755
 KA0755  VERT ORDER  -  SECOND    CLASS 0
 KA0755
 KA0755.The horizontal coordinates were scaled from a topographic map and have
 KA0755.an estimated accuracy of +/- 6 seconds.
 KA0755
 KA0755.The orthometric height was determined by differential leveling
 KA0755.and adjusted by the National Geodetic Survey in June 1991..
 KA0755
 KA0755.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0755.See file dsdata.txt to determine how the superseded data were derived.
 KA0755
 KA0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ383836(NAD 83)
 KA0755_MARKER: DB = BENCH MARK DISK
 KA0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0755_STAMPING: H 76 1946
 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 = OCTOBER  6, 2006
 LB0590 ***********************************************************************
 LB0590  DESIGNATION -  H 78
 LB0590  PID         -  LB0590
 LB0590  STATE/COUNTY-  IN/BOONE
 LB0590  USGS QUAD   -  ROSSTON (1987)
 LB0590
 LB0590                         *CURRENT SURVEY CONTROL
 LB0590  ___________________________________________________________________
 LB0590* NAD 83(1986)-  40 04 10.     (N)    086 17 57.     (W)     SCALED    
 LB0590* NAVD 88     -       289.854  (meters)     950.96   (feet)  ADJUSTED  
 LB0590  ___________________________________________________________________
 LB0590  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 LB0590  DYNAMIC HT  -         289.693 (meters)     950.43  (feet)  COMP
 LB0590  MODELED GRAV-     980,061.8   (mgal)                       NAVD 88
 LB0590
 LB0590  VERT ORDER  -  SECOND    CLASS 0
 LB0590
 LB0590.The horizontal coordinates were scaled from a topographic map and have
 LB0590.an estimated accuracy of +/- 6 seconds.
 LB0590
 LB0590.The orthometric height was determined by differential leveling
 LB0590.and adjusted by the National Geodetic Survey in June 1991..
 LB0590
 LB0590.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0590.See file dsdata.txt to determine how the superseded data were derived.
 LB0590
 LB0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK597357(NAD 83)
 LB0590_MARKER: DB = BENCH MARK DISK
 LB0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0590_STAMPING: H 78 1946
 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 = OCTOBER  6, 2006
 MD1043 ***********************************************************************
 MD1043  DESIGNATION -  H 8
 MD1043  PID         -  MD1043
 MD1043  STATE/COUNTY-  IN/KOSCIUSKO
 MD1043  USGS QUAD   -  WARSAW (1994)
 MD1043
 MD1043                         *CURRENT SURVEY CONTROL
 MD1043  ___________________________________________________________________
 MD1043* NAD 83(1986)-  41 13 32.     (N)    085 51 07.     (W)     SCALED    
 MD1043* NAVD 88     -       248.985  (meters)     816.88   (feet)  ADJUSTED  
 MD1043  ___________________________________________________________________
 MD1043  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 MD1043  DYNAMIC HT  -         248.879 (meters)     816.53  (feet)  COMP
 MD1043  MODELED GRAV-     980,190.6   (mgal)                       NAVD 88
 MD1043
 MD1043  VERT ORDER  -  FIRST     CLASS II
 MD1043
 MD1043.The horizontal coordinates were scaled from a topographic map and have
 MD1043.an estimated accuracy of +/- 6 seconds.
 MD1043
 MD1043.The orthometric height was determined by differential leveling
 MD1043.and adjusted by the National Geodetic Survey in June 1991..
 MD1043
 MD1043.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1043.See file dsdata.txt to determine how the superseded data were derived.
 MD1043
 MD1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL962644(NAD 83)
 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     - UNK      MONUMENTED       CGS
 MD1043  HISTORY     - 1946     GOOD             NGS
 MD1043  HISTORY     - 1983     GOOD             USE
 MD1043  HISTORY     - 19921003 MARK NOT FOUND   NGS
 MD1043
 MD1043                          STATION DESCRIPTION
 MD1043
 MD1043'DESCRIBED BY NATIONAL 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 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 = OCTOBER  6, 2006
 LB0655 ***********************************************************************
 LB0655  DESIGNATION -  H 80
 LB0655  PID         -  LB0655
 LB0655  STATE/COUNTY-  IN/BOONE
 LB0655  USGS QUAD   -  LEBANON (1979)
 LB0655
 LB0655                         *CURRENT SURVEY CONTROL
 LB0655  ___________________________________________________________________
 LB0655* NAD 83(1986)-  40 01 21.     (N)    086 26 33.     (W)     SCALED    
 LB0655* NAVD 88     -       287.696  (meters)     943.88   (feet)  ADJUSTED  
 LB0655  ___________________________________________________________________
 LB0655  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 LB0655  DYNAMIC HT  -         287.537 (meters)     943.36  (feet)  COMP
 LB0655  MODELED GRAV-     980,063.4   (mgal)                       NAVD 88
 LB0655
 LB0655  VERT ORDER  -  SECOND    CLASS 0
 LB0655
 LB0655.The horizontal coordinates were scaled from a topographic map and have
 LB0655.an estimated accuracy of +/- 6 seconds.
 LB0655
 LB0655.The orthometric height was determined by differential leveling
 LB0655.and adjusted by the National Geodetic Survey in June 1991..
 LB0655
 LB0655.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0655.See file dsdata.txt to determine how the superseded data were derived.
 LB0655
 LB0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK475304(NAD 83)
 LB0655_MARKER: DB = BENCH MARK DISK
 LB0655_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0655_SP_SET: CULVERT HEADWALL
 LB0655_STAMPING: H 80 1946
 LB0655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0540 ***********************************************************************
 KA0540  DESIGNATION -  H 81
 KA0540  PID         -  KA0540
 KA0540  STATE/COUNTY-  IN/OWEN
 KA0540  USGS QUAD   -  QUINCY (1958)
 KA0540
 KA0540                         *CURRENT SURVEY CONTROL
 KA0540  ___________________________________________________________________
 KA0540* NAD 83(1986)-  39 27 00.     (N)    086 42 42.     (W)     SCALED    
 KA0540* NAVD 88     -       231.312  (meters)     758.90   (feet)  ADJUSTED  
 KA0540  ___________________________________________________________________
 KA0540  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KA0540  DYNAMIC HT  -         231.180 (meters)     758.46  (feet)  COMP
 KA0540  MODELED GRAV-     980,049.0   (mgal)                       NAVD 88
 KA0540
 KA0540  VERT ORDER  -  SECOND    CLASS 0
 KA0540
 KA0540.The horizontal coordinates were scaled from a topographic map and have
 KA0540.an estimated accuracy of +/- 6 seconds.
 KA0540
 KA0540.The orthometric height was determined by differential leveling
 KA0540.and adjusted by the National Geodetic Survey in June 1991..
 KA0540
 KA0540.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0540.See file dsdata.txt to determine how the superseded data were derived.
 KA0540
 KA0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ248667(NAD 83)
 KA0540_MARKER: DB = BENCH MARK DISK
 KA0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0540_STAMPING: H 81 1946
 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 = OCTOBER  6, 2006
 KA1212 ***********************************************************************
 KA1212  DESIGNATION -  H 82
 KA1212  PID         -  KA1212
 KA1212  STATE/COUNTY-  IN/CLAY
 KA1212  USGS QUAD   -  SALINE CITY (1983)
 KA1212
 KA1212                         *CURRENT SURVEY CONTROL
 KA1212  ___________________________________________________________________
 KA1212* NAD 83(1986)-  39 20 36.     (N)    087 07 33.     (W)     SCALED    
 KA1212* NAVD 88     -       173.291  (meters)     568.54   (feet)  ADJUSTED  
 KA1212  ___________________________________________________________________
 KA1212  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KA1212  DYNAMIC HT  -         173.191 (meters)     568.21  (feet)  COMP
 KA1212  MODELED GRAV-     980,046.4   (mgal)                       NAVD 88
 KA1212
 KA1212  VERT ORDER  -  FIRST     CLASS II
 KA1212
 KA1212.The horizontal coordinates were scaled from a topographic map and have
 KA1212.an estimated accuracy of +/- 6 seconds.
 KA1212
 KA1212.The orthometric height was determined by differential leveling
 KA1212.and adjusted by the National Geodetic Survey in June 1991..
 KA1212
 KA1212.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1212.See file dsdata.txt to determine how the superseded data were derived.
 KA1212
 KA1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ891548(NAD 83)
 KA1212_MARKER: DB = BENCH MARK DISK
 KA1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1212_STAMPING: H 82 1946
 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 = OCTOBER  6, 2006
 KA0472 ***********************************************************************
 KA0472  DESIGNATION -  H 83
 KA0472  PID         -  KA0472
 KA0472  STATE/COUNTY-  IN/GREENE
 KA0472  USGS QUAD   -  ARNEY (1980)
 KA0472
 KA0472                         *CURRENT SURVEY CONTROL
 KA0472  ___________________________________________________________________
 KA0472* NAD 83(1986)-  39 09 27.     (N)    086 59 41.     (W)     SCALED    
 KA0472* NAVD 88     -       156.945  (meters)     514.91   (feet)  POSTED    
 KA0472  ___________________________________________________________________
 KA0472  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KA0472  DYNAMIC HT  -         156.850 (meters)     514.60  (feet)  COMP
 KA0472  MODELED GRAV-     980,032.5   (mgal)                       NAVD 88
 KA0472
 KA0472  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KA0472
 KA0472.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KA0472.rate of 1.1 thru 2.0 mm/km.
 KA0472
 KA0472.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0472.See file dsdata.txt to determine how the superseded data were derived.
 KA0472
 KA0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ004342(NAD 83)
 KA0472_MARKER: DB = BENCH MARK DISK
 KA0472_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0472_SP_SET: CULVERT
 KA0472_STAMPING: H 83 1946
 KA0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0527 ***********************************************************************
 KA0527  DESIGNATION -  H 84 RESET 1956
 KA0527  PID         -  KA0527
 KA0527  STATE/COUNTY-  IN/OWEN
 KA0527  USGS QUAD   -  CATARACT (1986)
 KA0527
 KA0527                         *CURRENT SURVEY CONTROL
 KA0527  ___________________________________________________________________
 KA0527* NAD 83(1986)-  39 25 27.     (N)    086 51 54.     (W)     SCALED    
 KA0527* NAVD 88     -       244.74   (meters)     803.0    (feet)  RESET     
 KA0527  ___________________________________________________________________
 KA0527  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KA0527
 KA0527  VERT ORDER  -  THIRD
 KA0527
 KA0527.The horizontal coordinates were scaled from a topographic map and have
 KA0527.an estimated accuracy of +/- 6 seconds.
 KA0527
 KA0527.The orthometric height was computed from unverified reset data.
 KA0527
 KA0527.The geoid height was determined by GEOID03.
 KA0527
 KA0527;                    North         East    Units  Estimated Accuracy
 KA0527;SPC IN W     -   463,610.      918,800.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0527.See file dsdata.txt to determine how the superseded data were derived.
 KA0527
 KA0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ116638(NAD 83)
 KA0527_MARKER: DB = BENCH MARK DISK
 KA0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0527_STAMPING: H 84 RESET 1956
 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 = OCTOBER  6, 2006
 KA0412 ***********************************************************************
 KA0412  DESIGNATION -  H 85 RESET 1962
 KA0412  PID         -  KA0412
 KA0412  STATE/COUNTY-  IN/GREENE
 KA0412  USGS QUAD   -  BLOOMFIELD (1980)
 KA0412
 KA0412                         *CURRENT SURVEY CONTROL
 KA0412  ___________________________________________________________________
 KA0412* NAD 83(1986)-  39 00 57.     (N)    086 55 09.     (W)     SCALED    
 KA0412* NAVD 88     -       152.15   (meters)     499.2    (feet)  RESET     
 KA0412  ___________________________________________________________________
 KA0412  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KA0412
 KA0412  VERT ORDER  -  THIRD
 KA0412
 KA0412.The horizontal coordinates were scaled from a topographic map and have
 KA0412.an estimated accuracy of +/- 6 seconds.
 KA0412
 KA0412.The orthometric height was computed from unverified reset data.
 KA0412
 KA0412.The geoid height was determined by GEOID03.
 KA0412
 KA0412;                    North         East    Units  Estimated Accuracy
 KA0412;SPC IN W     -   418,270.      914,220.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0412.See file dsdata.txt to determine how the superseded data were derived.
 KA0412
 KA0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ069185(NAD 83)
 KA0412_MARKER: DD = SURVEY DISK
 KA0412_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0412_SP_SET: PIER
 KA0412_STAMPING: H 85 RESET 1962
 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 = OCTOBER  6, 2006
 KA0781 ***********************************************************************
 KA0781  DESIGNATION -  H 86
 KA0781  PID         -  KA0781
 KA0781  STATE/COUNTY-  IN/HENDRICKS
 KA0781  USGS QUAD   -  DANVILLE (1970)
 KA0781
 KA0781                         *CURRENT SURVEY CONTROL
 KA0781  ___________________________________________________________________
 KA0781* NAD 83(1986)-  39 46 36.     (N)    086 32 30.     (W)     SCALED    
 KA0781* NAVD 88     -       283.979  (meters)     931.69   (feet)  ADJUSTED  
 KA0781  ___________________________________________________________________
 KA0781  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KA0781  DYNAMIC HT  -         283.824 (meters)     931.18  (feet)  COMP
 KA0781  MODELED GRAV-     980,071.0   (mgal)                       NAVD 88
 KA0781
 KA0781  VERT ORDER  -  SECOND    CLASS 0
 KA0781
 KA0781.The horizontal coordinates were scaled from a topographic map and have
 KA0781.an estimated accuracy of +/- 6 seconds.
 KA0781
 KA0781.The orthometric height was determined by differential leveling
 KA0781.and adjusted by the National Geodetic Survey in June 1991..
 KA0781
 KA0781.The geoid height was determined by GEOID03.
 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     -   502,860.      946,400.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0781.See file dsdata.txt to determine how the superseded data were derived.
 KA0781
 KA0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK392030(NAD 83)
 KA0781_MARKER: DB = BENCH MARK DISK
 KA0781_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0781_SP_SET: CULVERT
 KA0781_STAMPING: H 86 1946
 KA0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0781
 KA0781  HISTORY     - Date     Condition        Report By
 KA0781  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0847 ***********************************************************************
 LB0847  DESIGNATION -  H 87
 LB0847  PID         -  LB0847
 LB0847  STATE/COUNTY-  IN/MONTGOMERY
 LB0847  USGS QUAD   -  COLFAX (1980)
 LB0847
 LB0847                         *CURRENT SURVEY CONTROL
 LB0847  ___________________________________________________________________
 LB0847* NAD 83(1986)-  40 12 29.     (N)    086 42 52.     (W)     SCALED    
 LB0847* NAVD 88     -       250.787  (meters)     822.79   (feet)  ADJUSTED  
 LB0847  ___________________________________________________________________
 LB0847  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 LB0847  DYNAMIC HT  -         250.655 (meters)     822.36  (feet)  COMP
 LB0847  MODELED GRAV-     980,093.3   (mgal)                       NAVD 88
 LB0847
 LB0847  VERT ORDER  -  SECOND    CLASS 0
 LB0847
 LB0847.The horizontal coordinates were scaled from a topographic map and have
 LB0847.an estimated accuracy of +/- 6 seconds.
 LB0847
 LB0847.The orthometric height was determined by differential leveling
 LB0847.and adjusted by the National Geodetic Survey in June 1991..
 LB0847
 LB0847.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0847.See file dsdata.txt to determine how the superseded data were derived.
 LB0847
 LB0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK243508(NAD 83)
 LB0847_MARKER: DB = BENCH MARK DISK
 LB0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0847_STAMPING: H 87 1946
 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 = OCTOBER  6, 2006
 LB0725 ***********************************************************************
 LB0725  DESIGNATION -  H 88
 LB0725  PID         -  LB0725
 LB0725  STATE/COUNTY-  IN/TIPPECANOE
 LB0725  USGS QUAD   -  MULBERRY (1980)
 LB0725
 LB0725                         *CURRENT SURVEY CONTROL
 LB0725  ___________________________________________________________________
 LB0725* NAD 83(1986)-  40 21 30.     (N)    086 42 49.     (W)     SCALED    
 LB0725* NAVD 88     -       221.798  (meters)     727.68   (feet)  ADJUSTED  
 LB0725  ___________________________________________________________________
 LB0725  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 LB0725  DYNAMIC HT  -         221.685 (meters)     727.31  (feet)  COMP
 LB0725  MODELED GRAV-     980,110.4   (mgal)                       NAVD 88
 LB0725
 LB0725  VERT ORDER  -  SECOND    CLASS 0
 LB0725
 LB0725.The horizontal coordinates were scaled from a topographic map and have
 LB0725.an estimated accuracy of +/- 6 seconds.
 LB0725
 LB0725.The orthometric height was determined by differential leveling
 LB0725.and adjusted by the National Geodetic Survey in June 1991..
 LB0725
 LB0725.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0725.See file dsdata.txt to determine how the superseded data were derived.
 LB0725
 LB0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK243675(NAD 83)
 LB0725_MARKER: DB = BENCH MARK DISK
 LB0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0725_STAMPING: H 88 1946
 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 = OCTOBER  6, 2006
 LB0831 ***********************************************************************
 LB0831  DESIGNATION -  H 89
 LB0831  PID         -  LB0831
 LB0831  STATE/COUNTY-  IN/MONTGOMERY
 LB0831  USGS QUAD   -  LINDEN (1986)
 LB0831
 LB0831                         *CURRENT SURVEY CONTROL
 LB0831  ___________________________________________________________________
 LB0831* NAD 83(1986)-  40 12 28.     (N)    086 54 14.     (W)     SCALED    
 LB0831* NAVD 88     -       234.693  (meters)     769.99   (feet)  ADJUSTED  
 LB0831  ___________________________________________________________________
 LB0831  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 LB0831  DYNAMIC HT  -         234.571 (meters)     769.59  (feet)  COMP
 LB0831  MODELED GRAV-     980,102.1   (mgal)                       NAVD 88
 LB0831
 LB0831  VERT ORDER  -  SECOND    CLASS 0
 LB0831
 LB0831.The horizontal coordinates were scaled from a topographic map and have
 LB0831.an estimated accuracy of +/- 6 seconds.
 LB0831
 LB0831.The orthometric height was determined by differential leveling
 LB0831.and adjusted by the National Geodetic Survey in June 1991..
 LB0831
 LB0831.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0831.See file dsdata.txt to determine how the superseded data were derived.
 LB0831
 LB0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK081508(NAD 83)
 LB0831_MARKER: DB = BENCH MARK DISK
 LB0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0831_STAMPING: H 89 1946
 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 = OCTOBER  6, 2006
 JZ2071 ***********************************************************************
 JZ2071  DESIGNATION -  H 9
 JZ2071  PID         -  JZ2071
 JZ2071  STATE/COUNTY-  IN/SHELBY
 JZ2071  USGS QUAD   -  LEWIS CREEK (1993)
 JZ2071
 JZ2071                         *CURRENT SURVEY CONTROL
 JZ2071  ___________________________________________________________________
 JZ2071* NAD 83(1986)-  39 24 17.     (N)    085 48 59.     (W)     SCALED    
 JZ2071* NAVD 88     -       216.184  (meters)     709.26   (feet)  ADJUSTED  
 JZ2071  ___________________________________________________________________
 JZ2071  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JZ2071  DYNAMIC HT  -         216.054 (meters)     708.84  (feet)  COMP
 JZ2071  MODELED GRAV-     980,023.0   (mgal)                       NAVD 88
 JZ2071
 JZ2071  VERT ORDER  -  FIRST     CLASS II
 JZ2071
 JZ2071.The horizontal coordinates were scaled from a topographic map and have
 JZ2071.an estimated accuracy of +/- 6 seconds.
 JZ2071
 JZ2071.The orthometric height was determined by differential leveling
 JZ2071.and adjusted by the National Geodetic Survey in June 1991..
 JZ2071
 JZ2071.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2071.See file dsdata.txt to determine how the superseded data were derived.
 JZ2071
 JZ2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ019623(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2071
 JZ2071  HISTORY     - Date     Condition        Report By
 JZ2071  HISTORY     - 1930     MONUMENTED       CGS
 JZ2071  HISTORY     - 1944     GOOD             NGS
 JZ2071
 JZ2071                          STATION DESCRIPTION
 JZ2071
 JZ2071'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1612 ***********************************************************************
 LB1612  DESIGNATION -  H 90
 LB1612  PID         -  LB1612
 LB1612  STATE/COUNTY-  IN/BENTON
 LB1612  USGS QUAD   -  TAB (1986)
 LB1612
 LB1612                         *CURRENT SURVEY CONTROL
 LB1612  ___________________________________________________________________
 LB1612* NAD 83(1986)-  40 29 56.     (N)    087 28 48.     (W)     SCALED    
 LB1612* NAVD 88     -       226.225  (meters)     742.21   (feet)  ADJUSTED  
 LB1612  ___________________________________________________________________
 LB1612  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LB1612  DYNAMIC HT  -         226.115 (meters)     741.85  (feet)  COMP
 LB1612  MODELED GRAV-     980,132.2   (mgal)                       NAVD 88
 LB1612
 LB1612  VERT ORDER  -  SECOND    CLASS 0
 LB1612
 LB1612.The horizontal coordinates were scaled from a topographic map and have
 LB1612.an estimated accuracy of +/- 6 seconds.
 LB1612
 LB1612.The orthometric height was determined by differential leveling
 LB1612.and adjusted by the National Geodetic Survey in June 1991..
 LB1612
 LB1612.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1612.See file dsdata.txt to determine how the superseded data were derived.
 LB1612
 LB1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK593832(NAD 83)
 LB1612_MARKER: DB = BENCH MARK DISK
 LB1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1612_STAMPING: H 90 1935
 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 = OCTOBER  6, 2006
 LB0068 ***********************************************************************
 LB0068  DESIGNATION -  H 91
 LB0068  PID         -  LB0068
 LB0068  STATE/COUNTY-  IN/CASS
 LB0068  USGS QUAD   -  ANOKA (1980)
 LB0068
 LB0068                         *CURRENT SURVEY CONTROL
 LB0068  ___________________________________________________________________
 LB0068* NAD 83(1986)-  40 42 26.     (N)    086 16 19.     (W)     SCALED    
 LB0068* NAVD 88     -       223.047  (meters)     731.78   (feet)  ADJUSTED  
 LB0068  ___________________________________________________________________
 LB0068  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 LB0068  DYNAMIC HT  -         222.939 (meters)     731.43  (feet)  COMP
 LB0068  MODELED GRAV-     980,135.7   (mgal)                       NAVD 88
 LB0068
 LB0068  VERT ORDER  -  SECOND    CLASS 0
 LB0068
 LB0068.The horizontal coordinates were scaled from a topographic map and have
 LB0068.an estimated accuracy of +/- 6 seconds.
 LB0068
 LB0068.The orthometric height was determined by differential leveling
 LB0068.and adjusted by the National Geodetic Survey in June 1991..
 LB0068
 LB0068.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0068.See file dsdata.txt to determine how the superseded data were derived.
 LB0068
 LB0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL615065(NAD 83)
 LB0068_MARKER: DB = BENCH MARK DISK
 LB0068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0068_SP_SET: STONE CULVERT
 LB0068_STAMPING: H 91 1938
 LB0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0068
 LB0068  HISTORY     - Date     Condition        Report By
 LB0068  HISTORY     - 1938     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1868 ***********************************************************************
 JZ1868  DESIGNATION -  H 93 RESET 1957
 JZ1868  PID         -  JZ1868
 JZ1868  STATE/COUNTY-  IN/RIPLEY
 JZ1868  USGS QUAD   -  VERSAILLES (1994)
 JZ1868
 JZ1868                         *CURRENT SURVEY CONTROL
 JZ1868  ___________________________________________________________________
 JZ1868* NAD 83(1986)-  39 04 55.     (N)    085 22 03.     (W)     SCALED    
 JZ1868* NAVD 88     -       282.01   (+/-2cm)     925.2    (feet)  VERTCON   
 JZ1868  ___________________________________________________________________
 JZ1868  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ1868
 JZ1868  VERT ORDER  -  THIRD (See Below)
 JZ1868
 JZ1868.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ1868
 JZ1868.The geoid height was determined by GEOID03.
 JZ1868
 JZ1868;                    North         East    Units  Estimated Accuracy
 JZ1868;SPC IN E     -   425,640.      125,890.      MT  (+/- 180 meters Scaled)
 JZ1868
 JZ1868                          SUPERSEDED SURVEY CONTROL
 JZ1868
 JZ1868  NGVD 29 (04/16/04)  282.14   (m)          925.7    (f) RESET       3  
 JZ1868
 JZ1868.Superseded values are not recommended for survey control.
 JZ1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1868.See file dsdata.txt to determine how the superseded data were derived.
 JZ1868
 JZ1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ412271(NAD 83)
 JZ1868_MARKER: DB = BENCH MARK DISK
 JZ1868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1868_STAMPING: H 93 RESET 1957
 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             NGS
 JZ1868
 JZ1868                          STATION DESCRIPTION
 JZ1868
 JZ1868'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1694 ***********************************************************************
 LB1694  DESIGNATION -  H 94
 LB1694  PID         -  LB1694
 LB1694  STATE/COUNTY-  IN/TIPPECANOE
 LB1694  USGS QUAD   -  WESTPOINT (1962)
 LB1694
 LB1694                         *CURRENT SURVEY CONTROL
 LB1694  ___________________________________________________________________
 LB1694* NAD 83(1986)-  40 16 23.     (N)    087 04 24.     (W)     SCALED    
 LB1694* NAVD 88     -       227.839  (meters)     747.50   (feet)  ADJUSTED  
 LB1694  ___________________________________________________________________
 LB1694  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 LB1694  DYNAMIC HT  -         227.725 (meters)     747.13  (feet)  COMP
 LB1694  MODELED GRAV-     980,120.6   (mgal)                       NAVD 88
 LB1694
 LB1694  VERT ORDER  -  SECOND    CLASS 0
 LB1694
 LB1694.The horizontal coordinates were scaled from a topographic map and have
 LB1694.an estimated accuracy of +/- 6 seconds.
 LB1694
 LB1694.The orthometric height was determined by differential leveling
 LB1694.and adjusted by the National Geodetic Survey in June 1991..
 LB1694
 LB1694.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1694.See file dsdata.txt to determine how the superseded data were derived.
 LB1694
 LB1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK937580(NAD 83)
 LB1694_MARKER: DB = BENCH MARK DISK
 LB1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1694_STAMPING: H 94 1946
 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 = OCTOBER  6, 2006
 JZ1920 ***********************************************************************
 JZ1920  DESIGNATION -  H 94
 JZ1920  PID         -  JZ1920
 JZ1920  STATE/COUNTY-  IN/DEARBORN
 JZ1920  USGS QUAD   -  DILLSBORO (1992)
 JZ1920
 JZ1920                         *CURRENT SURVEY CONTROL
 JZ1920  ___________________________________________________________________
 JZ1920* NAD 83(1986)-  39 02 29.     (N)    085 03 01.     (W)     SCALED    
 JZ1920* NAVD 88     -       200.606  (meters)     658.15   (feet)  POSTED    
 JZ1920  ___________________________________________________________________
 JZ1920  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ1920  DYNAMIC HT  -         200.480 (meters)     657.74  (feet)  COMP
 JZ1920  MODELED GRAV-     979,982.1   (mgal)                       NAVD 88
 JZ1920
 JZ1920  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JZ1920
 JZ1920.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JZ1920.rate of 0.0 thru 1.0 mm/km.
 JZ1920
 JZ1920.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1920.See file dsdata.txt to determine how the superseded data were derived.
 JZ1920
 JZ1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ687231(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB1720 ***********************************************************************
 LB1720  DESIGNATION -  H 95
 LB1720  PID         -  LB1720
 LB1720  STATE/COUNTY-  IN/WARREN
 LB1720  USGS QUAD   -  WESTPOINT (1962)
 LB1720
 LB1720                         *CURRENT SURVEY CONTROL
 LB1720  ___________________________________________________________________
 LB1720* NAD 83(1986)-  40 21 33.     (N)    087 06 40.     (W)     SCALED    
 LB1720* NAVD 88     -       185.457  (meters)     608.45   (feet)  ADJUSTED  
 LB1720  ___________________________________________________________________
 LB1720  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 LB1720  DYNAMIC HT  -         185.366 (meters)     608.15  (feet)  COMP
 LB1720  MODELED GRAV-     980,132.1   (mgal)                       NAVD 88
 LB1720
 LB1720  VERT ORDER  -  SECOND    CLASS 0
 LB1720
 LB1720.The horizontal coordinates were scaled from a topographic map and have
 LB1720.an estimated accuracy of +/- 6 seconds.
 LB1720
 LB1720.The orthometric height was determined by differential leveling
 LB1720.and adjusted by the National Geodetic Survey in June 1991..
 LB1720
 LB1720.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1720.See file dsdata.txt to determine how the superseded data were derived.
 LB1720
 LB1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK905676(NAD 83)
 LB1720_MARKER: DB = BENCH MARK DISK
 LB1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1720_STAMPING: H 95 1946
 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 = OCTOBER  6, 2006
 LB1679 ***********************************************************************
 LB1679  DESIGNATION -  H 96
 LB1679  PID         -  LB1679
 LB1679  STATE/COUNTY-  IN/MONTGOMERY
 LB1679  USGS QUAD   -  WINGATE (1962)
 LB1679
 LB1679                         *CURRENT SURVEY CONTROL
 LB1679  ___________________________________________________________________
 LB1679* NAD 83(1986)-  40 08 05.     (N)    087 00 30.     (W)     SCALED    
 LB1679* NAVD 88     -       253.431  (meters)     831.46   (feet)  ADJUSTED  
 LB1679  ___________________________________________________________________
 LB1679  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 LB1679  DYNAMIC HT  -         253.298 (meters)     831.03  (feet)  COMP
 LB1679  MODELED GRAV-     980,092.1   (mgal)                       NAVD 88
 LB1679
 LB1679  VERT ORDER  -  SECOND    CLASS 0
 LB1679
 LB1679.The horizontal coordinates were scaled from a topographic map and have
 LB1679.an estimated accuracy of +/- 6 seconds.
 LB1679
 LB1679.The orthometric height was determined by differential leveling
 LB1679.and adjusted by the National Geodetic Survey in June 1991..
 LB1679
 LB1679.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1679.See file dsdata.txt to determine how the superseded data were derived.
 LB1679
 LB1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK992427(NAD 83)
 LB1679_MARKER: DB = BENCH MARK DISK
 LB1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1679_STAMPING: H 96 1946
 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 = OCTOBER  6, 2006
 LB1728 ***********************************************************************
 LB1728  DESIGNATION -  H 97
 LB1728  PID         -  LB1728
 LB1728  STATE/COUNTY-  IN/WARREN
 LB1728  USGS QUAD   -  CHATTERTON (1961)
 LB1728
 LB1728                         *CURRENT SURVEY CONTROL
 LB1728  ___________________________________________________________________
 LB1728* NAD 83(1986)-  40 25 03.     (N)    087 12 03.     (W)     SCALED    
 LB1728* NAVD 88     -       215.934  (meters)     708.44   (feet)  ADJUSTED  
 LB1728  ___________________________________________________________________
 LB1728  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 LB1728  DYNAMIC HT  -         215.826 (meters)     708.09  (feet)  COMP
 LB1728  MODELED GRAV-     980,122.9   (mgal)                       NAVD 88
 LB1728
 LB1728  VERT ORDER  -  SECOND    CLASS 0
 LB1728
 LB1728.The horizontal coordinates were scaled from a topographic map and have
 LB1728.an estimated accuracy of +/- 6 seconds.
 LB1728
 LB1728.The orthometric height was determined by differential leveling
 LB1728.and adjusted by the National Geodetic Survey in June 1991..
 LB1728
 LB1728.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1728.See file dsdata.txt to determine how the superseded data were derived.
 LB1728
 LB1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK829741(NAD 83)
 LB1728_MARKER: DB = BENCH MARK DISK
 LB1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1728_STAMPING: H 97 1946
 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 = OCTOBER  6, 2006
 LB1516 ***********************************************************************
 LB1516  DESIGNATION -  H 98
 LB1516  PID         -  LB1516
 LB1516  STATE/COUNTY-  IN/WARREN
 LB1516  USGS QUAD   -  CHATTERTON (1961)
 LB1516
 LB1516                         *CURRENT SURVEY CONTROL
 LB1516  ___________________________________________________________________
 LB1516* NAD 83(1986)-  40 25 55.     (N)    087 14 57.     (W)     SCALED    
 LB1516* NAVD 88     -       212.817  (meters)     698.22   (feet)  ADJUSTED  
 LB1516  ___________________________________________________________________
 LB1516  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 LB1516  DYNAMIC HT  -         212.711 (meters)     697.87  (feet)  COMP
 LB1516  MODELED GRAV-     980,119.9   (mgal)                       NAVD 88
 LB1516
 LB1516  VERT ORDER  -  SECOND    CLASS 0
 LB1516
 LB1516.The horizontal coordinates were scaled from a topographic map and have
 LB1516.an estimated accuracy of +/- 6 seconds.
 LB1516
 LB1516.The orthometric height was determined by differential leveling
 LB1516.and adjusted by the National Geodetic Survey in June 1991..
 LB1516
 LB1516.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1516.See file dsdata.txt to determine how the superseded data were derived.
 LB1516
 LB1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK788757(NAD 83)
 LB1516_MARKER: DB = BENCH MARK DISK
 LB1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1516_STAMPING: H 98 1946
 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 = OCTOBER  6, 2006
 KA0423 ***********************************************************************
 KA0423  DESIGNATION -  H H 81
 KA0423  PID         -  KA0423
 KA0423  STATE/COUNTY-  IN/OWEN
 KA0423  USGS QUAD   -  QUINCY (1958)
 KA0423
 KA0423                         *CURRENT SURVEY CONTROL
 KA0423  ___________________________________________________________________
 KA0423* NAD 83(1986)-  39 25 19.     (N)    086 40 28.     (W)     SCALED    
 KA0423* NAVD 88     -       234.043  (meters)     767.86   (feet)  ADJUSTED  
 KA0423  ___________________________________________________________________
 KA0423  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KA0423  DYNAMIC HT  -         233.909 (meters)     767.42  (feet)  COMP
 KA0423  MODELED GRAV-     980,048.8   (mgal)                       NAVD 88
 KA0423
 KA0423  VERT ORDER  -  SECOND    CLASS 0
 KA0423
 KA0423.The horizontal coordinates were scaled from a topographic map and have
 KA0423.an estimated accuracy of +/- 6 seconds.
 KA0423
 KA0423.The orthometric height was determined by differential leveling
 KA0423.and adjusted by the National Geodetic Survey in June 1991..
 KA0423
 KA0423.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0423.See file dsdata.txt to determine how the superseded data were derived.
 KA0423
 KA0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ280636(NAD 83)
 KA0423_MARKER: DB = BENCH MARK DISK
 KA0423_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0423_SP_SET: CULVERT
 KA0423_STAMPING: HH 81 1946
 KA0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA2121 ***********************************************************************
 LA2121  DESIGNATION -  HACKLE
 LA2121  PID         -  LA2121
 LA2121  STATE/COUNTY-  IN/GRANT
 LA2121  USGS QUAD   -  FAIRMOUNT (1994)
 LA2121
 LA2121                         *CURRENT SURVEY CONTROL
 LA2121  ___________________________________________________________________
 LA2121* NAD 83(1997)-  40 25 17.99953(N)    085 44 11.63824(W)     ADJUSTED  
 LA2121* NAVD 88     -       268.     (meters)     879.     (feet)  SCALED    
 LA2121  ___________________________________________________________________
 LA2121  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 LA2121  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 LA2121
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2121
 LA2121.The geoid height was determined by GEOID03.
 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  =   0.99993045
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2121.See file dsdata.txt to determine how the superseded data were derived.
 LA2121
 LA2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK0718175326(NAD 83)
 LA2121_MARKER: DS = TRIANGULATION STATION DISK
 LA2121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 LA2121'OF POINT ISABEL IN THE SOUTHWEST ANGLE OF THE JUNCTION OF STATE
 LA2121'HIGHWAYS 26 AND 37 ON HIGHWAY
 LA2121'PROPERTY.  IT IS 112 FEET WEST OF CENTER OF HIGHWAY 37 AND
 LA2121'8 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK
 LA2121'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
 LA2121'HIGHWAY 26 AND 1 FOOT EAST OF A TELEPHONE POLE.  THE MARK PROJECTS
 LA2121'ABOUT 2 INCHES AND THE DISK IS
 LA2121'STAMPED HACKLE 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
 LA2121'HIGHWAY 37.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 LA2121'HACKLE NO 2 1948.
 LA2121'
 LA2121'AZIMUTH MARK IS 0.25 MILE NORTHEAST OF STATION.  IT IS 50 FEET EAST
 LA2121'OF CENTER OF HIGHWAY 37, 1
 LA2121'FOOT WEST OF A FENCE AND 1 FOOT SOUTH OF A WHITE WITNESS POST.  THE
 LA2121'MARK PROJECTS ABOUT 6 INCHES AND
 LA2121'THE DISK IS 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,
 LA2121'GO SOUTHWEST ON HIGHWAY 37 FOR 6.85 MILES TO AZIMUTH MARK ON LEFT AS
 LA2121'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 = OCTOBER  6, 2006
 JZ1724 ***********************************************************************
 JZ1724  DESIGNATION -  HAGERSTOWN
 JZ1724  PID         -  JZ1724
 JZ1724  STATE/COUNTY-  IN/WAYNE
 JZ1724  USGS QUAD   -  HAGERSTOWN (1981)
 JZ1724
 JZ1724                         *CURRENT SURVEY CONTROL
 JZ1724  ___________________________________________________________________
 JZ1724* NAD 83(1986)-  39 54 39.     (N)    085 09 42.     (W)     SCALED    
 JZ1724* NAVD 88     -       307.178  (meters)    1007.80   (feet)  ADJUSTED  
 JZ1724  ___________________________________________________________________
 JZ1724  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JZ1724  DYNAMIC HT  -         307.003 (meters)    1007.23  (feet)  COMP
 JZ1724  MODELED GRAV-     980,047.8   (mgal)                       NAVD 88
 JZ1724
 JZ1724  VERT ORDER  -  SECOND    CLASS 0
 JZ1724
 JZ1724.The horizontal coordinates were scaled from a topographic map and have
 JZ1724.an estimated accuracy of +/- 6 seconds.
 JZ1724
 JZ1724.The orthometric height was determined by differential leveling
 JZ1724.and adjusted by the National Geodetic Survey in June 1991..
 JZ1724
 JZ1724.The geoid height was determined by GEOID03.
 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     -   517,740.      143,180.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1724.See file dsdata.txt to determine how the superseded data were derived.
 JZ1724
 JZ1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK571194(NAD 83)
 JZ1724_MARKER: DB = BENCH MARK DISK
 JZ1724_SETTING: 0 = UNSPECIFIED SETTING
 JZ1724_STAMPING: HAGERSTOWN 1934
 JZ1724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1698 ***********************************************************************
 JA1698  DESIGNATION -  HALFMOON
 JA1698  PID         -  JA1698
 JA1698  STATE/COUNTY-  IN/ORANGE
 JA1698  USGS QUAD   -  PAOLI (1993)
 JA1698
 JA1698                         *CURRENT SURVEY CONTROL
 JA1698  ___________________________________________________________________
 JA1698* NAD 83(1997)-  38 31 53.60886(N)    086 24 51.79381(W)     ADJUSTED  
 JA1698* NAVD 88     -       214.     (meters)     702.     (feet)  SCALED    
 JA1698  ___________________________________________________________________
 JA1698  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 JA1698  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JA1698
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1698
 JA1698.The geoid height was determined by GEOID03.
 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;SPC IN E     -   364,760.818    34,804.496   MT  1.00001899   -0 27 56.9
 JA1698;SPC IN E     - 1,196,719.45    114,187.75   sFT  1.00001899   -0 27 56.9
 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     -   0.99997167  x   1.00000855  =   0.99998022
 JA1698!SPC IN E     -   0.99997167  x   1.00001899  =   0.99999066
 JA1698!UTM  16      -   0.99997167  x   0.99963208  =   0.99960376
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1698.See file dsdata.txt to determine how the superseded data were derived.
 JA1698
 JA1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5104264958(NAD 83)
 JA1698_MARKER: DS = TRIANGULATION STATION DISK
 JA1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA2003 ***********************************************************************
 KA2003  DESIGNATION -  HALL
 KA2003  PID         -  KA2003
 KA2003  STATE/COUNTY-  IN/MORGAN
 KA2003  USGS QUAD   -  HALL (1970)
 KA2003
 KA2003                         *CURRENT SURVEY CONTROL
 KA2003  ___________________________________________________________________
 KA2003* NAD 83(1997)-  39 32 46.58678(N)    086 32 13.17415(W)     ADJUSTED  
 KA2003* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 KA2003  ___________________________________________________________________
 KA2003  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 KA2003  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KA2003
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2003
 KA2003.The geoid height was determined by GEOID03.
 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     -   0.99996422  x   0.99999381  =   0.99995803
 KA2003!UTM  16      -   0.99996422  x   0.99961948  =   0.99958372
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2003.See file dsdata.txt to determine how the superseded data were derived.
 KA2003
 KA2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3978377502(NAD 83)
 KA2003_MARKER: DS = TRIANGULATION STATION DISK
 KA2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1797 ***********************************************************************
 JA1797  DESIGNATION -  HALL
 JA1797  PID         -  JA1797
 JA1797  STATE/COUNTY-  IN/DUBOIS
 JA1797  USGS QUAD   -  CUZCO (1989)
 JA1797
 JA1797                         *CURRENT SURVEY CONTROL
 JA1797  ___________________________________________________________________
 JA1797* NAD 83(1997)-  38 28 54.51738(N)    086 44 55.92499(W)     ADJUSTED  
 JA1797* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 JA1797  ___________________________________________________________________
 JA1797  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 JA1797  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 JA1797
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1797
 JA1797.The geoid height was determined by GEOID03.
 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     -   0.99996970  x   0.99997715  =   0.99994685
 JA1797!UTM  16      -   0.99996970  x   0.99960591  =   0.99957562
 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 1946 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1797.See file dsdata.txt to determine how the superseded data were derived.
 JA1797
 JA1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2190459305(NAD 83)
 JA1797_MARKER: DS = TRIANGULATION STATION DISK
 JA1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1797_STAMPING: HALL 1946
 JA1797_PROJECTION: FLUSH
 JA1797_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 JA1797'MR LLYOD HALL.  IT IS
 JA1797'ABOUT 1 MILE AIRLINE SOUTH FROM THE CRYSTAL STORE AND
 JA1797'ABOUT 9 MILES EAST FROM
 JA1797'HAYSVILLE.  THE STATION IS ABOUT 300 YARDS
 JA1797'SOUTHEAST FROM THE HALL HOUSE AND IS 50
 JA1797'YARDS FROM THE NARROW ROAD
 JA1797'THAT LEADS UP OVER THE HILL.  IT IS 67.5 FEET SOUTHWEST OF
 JA1797'A 25-INCH BLACK
 JA1797'OAK, 48 FEET WEST OF A WIRE FENCE.  THE MARK IS 1 FOOT
 JA1797'UNDERGROUND AND THE DISK
 JA1797'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,
 JA1797'14 FEET EAST OF A WIRE FENCE, 40 FEET NORTH OF A 25-INCH
 JA1797'BLACK OAK AND 14 FEET WEST OF A
 JA1797'FARM DIRT ROAD.  THE MARK PROJECTS 6
 JA1797'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
 JA1797'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HALL
 JA1797'NO 2 1946.
 JA1797'
 JA1797'THE AZIMUTH MARK IS ABOUT 1 MILE WEST OF THE STATION, 18 FEET SOUTH
 JA1797'OF THE CENTERLINE OF
 JA1797'STATE HIGHWAY 56, AND 13.4 FEET EAST-NORTHEAST OF A
 JA1797'TELEPHONE POLE NO 995, 1 FOOT
 JA1797'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
 JA1797'09.5 TO A SMALL TILE CHURCH ON THE RIGHT WHICH IS IN
 JA1797'THE WEST PART OF THE SMALL
 JA1797'CRYSTAL SETTLEMENT, TURN RIGHT AT THE WEST
 JA1797'SIDE OF THE CHURCH AND GO SOUTH ON A NARROW
 JA1797'ROAD 0.4 MILE, TAKE THE
 JA1797'LEFT FORK AND GO SOUTHEAST UP THE STEEP HILL ROAD 0.5 MILE TO
 JA1797'A T-ROAD TO
 JA1797'THE RIGHT AT THE TOP OF THE GRADE, TURN RIGHT HERE AND GO
 JA1797'SOUTH ABOUT 50 YARDS TO THE
 JA1797'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
 JA1797'THE WHITE GUARD RAIL ALONG THE LEFT SIDE OF THE ROAD
 JA1797'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 = OCTOBER  6, 2006
 JA1867 ***********************************************************************
 JA1867  DESIGNATION -  HALL 1946 AZ MK
 JA1867  PID         -  JA1867
 JA1867  STATE/COUNTY-  IN/DUBOIS
 JA1867  USGS QUAD   -  DUBOIS (1989)
 JA1867
 JA1867                         *CURRENT SURVEY CONTROL
 JA1867  ___________________________________________________________________
 JA1867* NAD 83(1997)-  38 29 04.45892(N)    086 46 11.78470(W)     ADJUSTED  
 JA1867* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 JA1867  ___________________________________________________________________
 JA1867  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 JA1867  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JA1867
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1867
 JA1867.The geoid height was determined by GEOID03.
 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     -   0.99998099  x   0.99997587  =   0.99995686
 JA1867!UTM  16      -   0.99998099  x   0.99960496  =   0.99958596
 JA1867
 JA1867:                Primary Azimuth Mark                     Grid Az
 JA1867:SPC IN W     -  CRYSTAL                                  059 55 29.3
 JA1867:UTM  16      -  CRYSTAL                                  059 58 36.0
 JA1867
 JA1867|---------------------------------------------------------------------|
 JA1867| PID    Reference Object                     Distance      Geod. Az  |
 JA1867|                                                           dddmmss.s |
 JA1867| JA1871 CRYSTAL                             APPROX. 0.5 KM 0600711.4 |
 JA1867| JA1870 HALL 1946 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1867.See file dsdata.txt to determine how the superseded data were derived.
 JA1867
 JA1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2006559607(NAD 83)
 JA1867_MARKER: DR = REFERENCE MARK DISK
 JA1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1867_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2735 ***********************************************************************
 LB2735  DESIGNATION -  HAM 51
 LB2735  PID         -  LB2735
 LB2735  STATE/COUNTY-  IN/HAMILTON
 LB2735  USGS QUAD   -  WESTFIELD (1992)
 LB2735
 LB2735                         *CURRENT SURVEY CONTROL
 LB2735  ___________________________________________________________________
 LB2735* NAD 83(1997)-  40 04 03.48768(N)    086 11 11.77053(W)     ADJUSTED  
 LB2735* NAVD 88     -       284.53   (meters)     933.5    (feet)  LEVELING  
 LB2735  ___________________________________________________________________
 LB2735  X           -     325,091.778 (meters)                     COMP
 LB2735  Y           -  -4,877,245.918 (meters)                     COMP
 LB2735  Z           -   4,083,896.689 (meters)                     COMP
 LB2735  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 LB2735  ELLIP HEIGHT-         250.17  (meters)          (05/25/99) GPS OBS
 LB2735  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 LB2735
 LB2735  HORZ ORDER  -  SECOND
 LB2735  VERT ORDER  -  THIRD ?
 LB2735  ELLP ORDER  -  FOURTH    CLASS I
 LB2735
 LB2735.The horizontal coordinates were established by GPS observations
 LB2735.and adjusted by the National Geodetic Survey in May 1999..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2735
 LB2735.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2735
 LB2735.The ellipsoidal height was determined by GPS observations
 LB2735.and is referenced to NAD 83.
 LB2735
 LB2735.The geoid height was determined by GEOID03.
 LB2735
 LB2735;                    North         East     Units Scale Factor Converg.
 LB2735;SPC IN E     -   535,156.853    55,645.847   MT  0.99999088   -0 20 04.9
 LB2735;SPC IN E     - 1,755,760.44    182,564.75   sFT  0.99999088   -0 20 04.9
 LB2735;SPC IN W     -   535,412.659   976,497.656   MT  1.00003868   +0 34 38.1
 LB2735;SPC IN W     - 1,756,599.70  3,203,726.06   sFT  1.00003868   +0 34 38.1
 LB2735;UTM  16      - 4,435,581.075   569,363.183   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  =   0.99999943
 LB2735!UTM  16      -   0.99996076  x   0.99965923  =   0.99962000
 LB2735
 LB2735                          SUPERSEDED SURVEY CONTROL
 LB2735
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2735.See file dsdata.txt to determine how the superseded data were derived.
 LB2735
 LB2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6936335581(NAD 83)
 LB2735_MARKER: DD = SURVEY DISK
 LB2735_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LB2735_SP_SET: PREFAB CONC. POST IN EARTH
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0555 ***********************************************************************
 LB0555  DESIGNATION -  HAM G 15
 LB0555  PID         -  LB0555
 LB0555  STATE/COUNTY-  IN/HAMILTON
 LB0555  USGS QUAD   -  SHERIDAN (1992)
 LB0555
 LB0555                         *CURRENT SURVEY CONTROL
 LB0555  ___________________________________________________________________
 LB0555* NAD 83(1986)-  40 07 49.     (N)    086 07 42.     (W)     SCALED    
 LB0555* NAVD 88     -       273.73   (meters)     898.1    (feet)  RESET     
 LB0555  ___________________________________________________________________
 LB0555  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 LB0555
 LB0555  VERT ORDER  -  THIRD
 LB0555
 LB0555.The horizontal coordinates were scaled from a topographic map and have
 LB0555.an estimated accuracy of +/- 6 seconds.
 LB0555
 LB0555.The orthometric height was computed from unverified reset data.
 LB0555
 LB0555.The geoid height was determined by GEOID03.
 LB0555
 LB0555;                    North         East    Units  Estimated Accuracy
 LB0555;SPC IN E     -   542,090.       60,650.      MT  (+/- 180 meters Scaled)
 LB0555
 LB0555                          SUPERSEDED SURVEY CONTROL
 LB0555
 LB0555.No superseded survey control is available for this station.
 LB0555
 LB0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK742425(NAD 83)
 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             NGS
 LB0555  HISTORY     - 1957     GOOD             INHD
 LB0555
 LB0555                          STATION DESCRIPTION
 LB0555
 LB0555'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0374 ***********************************************************************
 LB0374  DESIGNATION -  HAM GR 1
 LB0374  PID         -  LB0374
 LB0374  STATE/COUNTY-  IN/HAMILTON
 LB0374  USGS QUAD   -  SHERIDAN (1992)
 LB0374
 LB0374                         *CURRENT SURVEY CONTROL
 LB0374  ___________________________________________________________________
 LB0374* NAD 83(1986)-  40 11 30.     (N)    086 07 42.     (W)     SCALED    
 LB0374* NAVD 88     -       271.043  (meters)     889.25   (feet)  ADJUSTED  
 LB0374  ___________________________________________________________________
 LB0374  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 LB0374  DYNAMIC HT  -         270.893 (meters)     888.75  (feet)  COMP
 LB0374  MODELED GRAV-     980,069.0   (mgal)                       NAVD 88
 LB0374
 LB0374  VERT ORDER  -  SECOND    CLASS 0
 LB0374
 LB0374.The horizontal coordinates were scaled from a topographic map and have
 LB0374.an estimated accuracy of +/- 6 seconds.
 LB0374
 LB0374.The orthometric height was determined by differential leveling
 LB0374.and adjusted by the National Geodetic Survey in June 1991..
 LB0374
 LB0374.The geoid height was determined by GEOID03.
 LB0374
 LB0374.The dynamic height is computed by dividing the NAVD 88
 LB0374.geopotential number by the normal gravity value computed on the
 LB0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0374.degrees latitude (g = 980.6199 gals.).
 LB0374
 LB0374.The modeled gravity was interpolated from observed gravity values.
 LB0374
 LB0374;                    North         East    Units  Estimated Accuracy
 LB0374;SPC IN E     -   548,900.       60,690.      MT  (+/- 180 meters Scaled)
 LB0374
 LB0374                          SUPERSEDED SURVEY CONTROL
 LB0374
 LB0374  NGVD 29 (??/??/92)  271.156  (m)          889.62   (f) ADJ UNCH    2 0
 LB0374
 LB0374.Superseded values are not recommended for survey control.
 LB0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0374.See file dsdata.txt to determine how the superseded data were derived.
 LB0374
 LB0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK741493(NAD 83)
 LB0374_MARKER: DD = SURVEY DISK
 LB0374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0374_SP_SET: BRIDGE WINGWALL
 LB0374_STAMPING: HAM GR 1
 LB0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0374
 LB0374  HISTORY     - Date     Condition        Report By
 LB0374  HISTORY     - UNK      MONUMENTED       INHD
 LB0374  HISTORY     - 1946     GOOD             NGS
 LB0374
 LB0374                          STATION DESCRIPTION
 LB0374
 LB0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 LB0374'1.8 MI S FROM EAST UNION.
 LB0374'ABOUT 1.75 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE EAST UNION
 LB0374'CHRISTIAN CHURCH AT EAST UNION, ABOUT 0.1 MILE NORTH OF THE
 LB0374'JUNCTION OF A ROAD LEADING EAST, 0.15 MILE NORTH OF THE MIDWAY
 LB0374'CABINS AND RESTURANT, SET IN THE TOP OF THE NORTHEAST END OF
 LB0374'THE SOUTHWEST WING WALL OF A 76 FOOT CONCRETE BRIDGE, 19 FEET WEST
 LB0374'OF AND ABOUT 0.5 FOOT ABOVE THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1808 ***********************************************************************
 KA1808  DESIGNATION -  HAMILTON
 KA1808  PID         -  KA1808
 KA1808  STATE/COUNTY-  IN/SULLIVAN
 KA1808  USGS QUAD   -  SHELBURN (1986)
 KA1808
 KA1808                         *CURRENT SURVEY CONTROL
 KA1808  ___________________________________________________________________
 KA1808* NAD 83(1997)-  39 07 31.63881(N)    087 24 33.64005(W)     ADJUSTED  
 KA1808* NAVD 88     -       161.     (meters)     528.     (feet)  SCALED    
 KA1808  ___________________________________________________________________
 KA1808  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 KA1808  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 KA1808
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1808
 KA1808.The geoid height was determined by GEOID03.
 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     -   0.99997982  x   0.99997645  =   0.99995627
 KA1808!UTM  16      -   0.99997982  x   0.99961542  =   0.99959525
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1808.See file dsdata.txt to determine how the superseded data were derived.
 KA1808
 KA1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6461730778(NAD 83)
 KA1808_MARKER: DS = TRIANGULATION STATION DISK
 KA1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA1907 ***********************************************************************
 KA1907  DESIGNATION -  HAMILTON
 KA1907  PID         -  KA1907
 KA1907  STATE/COUNTY-  IN/HAMILTON
 KA1907  USGS QUAD   -  FISHERS (1988)
 KA1907
 KA1907                         *CURRENT SURVEY CONTROL
 KA1907  ___________________________________________________________________
 KA1907* NAD 83(1997)-  39 59 39.87187(N)    086 00 31.22355(W)     ADJUSTED  
 KA1907* NAVD 88     -       250.07   (+/-2cm)     820.4    (feet)  VERTCON   
 KA1907  ___________________________________________________________________
 KA1907  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 KA1907  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KA1907
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1907
 KA1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1907
 KA1907.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  250.20   (m)          820.9    (f) LEVELING    3  
 KA1907
 KA1907.Superseded values are not recommended for survey control.
 KA1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1907.See file dsdata.txt to determine how the superseded data were derived.
 KA1907
 KA1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK8462727607(NAD 83)
 KA1907_MARKER: DS = TRIANGULATION STATION DISK
 KA1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1907_MAGNETIC: N = NO MAGNETIC MATERIAL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1849 ***********************************************************************
 MD1849  DESIGNATION -  HAMILTON RESET
 MD1849  PID         -  MD1849
 MD1849  STATE/COUNTY-  IN/DE KALB
 MD1849  USGS QUAD   -  HAMILTON (1992)
 MD1849
 MD1849                         *CURRENT SURVEY CONTROL
 MD1849  ___________________________________________________________________
 MD1849* NAD 83(1997)-  41 31 42.91564(N)    084 54 05.55001(W)     ADJUSTED  
 MD1849* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 MD1849  ___________________________________________________________________
 MD1849  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 MD1849  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 MD1849
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1849
 MD1849.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1849.See file dsdata.txt to determine how the superseded data were derived.
 MD1849
 MD1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7507199564(NAD 83)
 MD1849_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 MD1849'IS 62 FEET NORTHEAST OF THE APPROXIMATE CENTERLINE OF HIGHWAY NO. 1,
 MD1849'30 FEET NORTHEAST OF A FENCELINE AND 20
 MD1849'FEET SOUTHEAST OF AN EAST-WEST FENCELINE.  THE MARK IS FLUSH
 MD1849'AND THE 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
 MD1849'CENTERLINE OF A GRAVEL ROAD AND 87 FEET WEST OF THE NORTHWEST CORNER
 MD1849'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
 MD1849'FOOT EAST OF A FENCELINE.
 MD1849'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HAMILTON NO 1
 MD1849'1946.
 MD1849'
 MD1849'REFERENCE MARK NO. 2 IS 108.48 FEET S.E. OF THE STATION AND 30 FEET
 MD1849'NORTHEAST OF THE CENTERLINE OF
 MD1849'STATE HIGHWAY NO. 1.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 MD1849'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
 MD1849'ON HIGHWAY 1 FOR 0.65 MILE TO THE STATION ON
 MD1849'THE LEFT.  TO REACH THE AZIMUTH FROM
 MD1849'THE STATION GO WEST FOR 0.05 MILE TO A T-ROAD LEFT,
 MD1849'TURN LEFT AND CONTINUE FOR 0.35 MILE TO A FARMHOUSE AND
 MD1849'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
 MD1849'SURFACE AND SUBSURFACE MARKS HAVE
 MD1849'BEEN REMOVED TO PLACE UNKNOWN.  AN INSTRUMENTSL TRISECTION
 MD1849'REESTABLISHMENT OF THE STATION
 MD1849'RESULTED IN A POSITION THAT GAVE DISTANCES SAME AND 0.26 FOOT MORE
 MD1849'THAN THE RESPECTIVE DISTANCES TO
 MD1849'R.M.S NOS. 1 AND 2 IN 1946.  R.M. NO. 2 WAS 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
 MD1849'OF HAMILTON, 0.1 MILE E OF JUNCTION OF SAID NO. 1 AND NO. 61 DEKALB
 MD1849'COUNTY HWY., ABOUT 30 YARDS SW OF
 MD1849'THE TOP OF A HILL, 65 FEET NE OF CENTER LINE OF 20-FOOT
 MD1849'HWY. PAVEMENT, ABOUT LEVEL WITH SAME, 67 FEET E OF
 MD1849'CENTER OF SE ONE OF TWO 24-INCH HICKORY
 MD1849'TREES, 29 FEET S OF COUNTY-LINE FENCE, STANDARD DISKS STAMPED
 MD1849'HAMILTON 1946 1960 ARE SET IN 1B AND
 MD1849'7A MARKS WITH THE FORMER 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
 MD1849'IN AZIMUTH 250 DEG 26 MIN FROM STATION, ON CREST OF RIDGE, 2 FEET S
 MD1849'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.
 MD1849'NW IN AZIMUTH 134 DEG 43 MIN FROM STATION, 44 FEET ENE OF SAID
 MD1849'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
 MD1849'AZIMUTH 15 DEG 07 MIN 08.4 SEC, IN FENCE CORNER, 89-1/2 FEET W OF NW
 MD1849'CORNER OF CONCRETE FOUNDATION OF LARGE BARN, 17
 MD1849'FEET N OF PROJECTED PLANE OF N WALL OF SAME, AND 23 FEET E
 MD1849'OF CENTER LINE OF 18-FOOT PAVEMENT OF NO. 61
 MD1849'COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0525 ***********************************************************************
 ME0525  DESIGNATION -  HAMLET
 ME0525  PID         -  ME0525
 ME0525  STATE/COUNTY-  IN/STARKE
 ME0525  USGS QUAD   -  HAMLET (1977)
 ME0525
 ME0525                         *CURRENT SURVEY CONTROL
 ME0525  ___________________________________________________________________
 ME0525* NAD 83(1997)-  41 23 24.73405(N)    086 37 14.08347(W)     ADJUSTED  
 ME0525* NAVD 88     -       207.348  (meters)     680.27   (feet)  ADJUSTED  
 ME0525  ___________________________________________________________________
 ME0525  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 ME0525  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME0525  DYNAMIC HT  -         207.264 (meters)     680.00  (feet)  COMP
 ME0525  MODELED GRAV-     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
 ME0525.and adjusted by the National Geodetic Survey in June 1991..
 ME0525
 ME0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME0525
 ME0525.The geoid height was determined by GEOID03.
 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;                    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     -   0.99997278  x   0.99998509  =   0.99995787
 ME0525!UTM  16      -   0.99997278  x   0.99961238  =   0.99958517
 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
 ME0525.Superseded values are not recommended for survey control.
 ME0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0525.See file dsdata.txt to determine how the superseded data were derived.
 ME0525
 ME0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3172182144(NAD 83)
 ME0525_MARKER: DS = TRIANGULATION STATION DISK
 ME0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0525_SP_SET: CONCRETE POST
 ME0525_STAMPING: HAMLET 1952
 ME0525_MARK LOGO: CGS   
 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             NGS
 ME0525  HISTORY     - 19920831 GOOD             NGS
 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.
 ME0525'HIGHWAY 30, ABOUT 0.1 MILE NORTH OF U.S HIGHWAY 30 AND ABOUT 0.05
 ME0525'MILE NORTH OF THE OVERPASS ON
 ME0525'U.S. HIGHWAY 35 WHICH IS ABOUT 2 MILES WEST OF HAMLET AND
 ME0525'ON PROPERTY OF THE STATE.  IT IS 81 FEET
 ME0525'SOUTH OF THE INTERSECTION OF U.S. HIGHWAY 35
 ME0525'AND THE CONNECTING ROAD, 62 FEET EAST OF THE CENTER OF U.S.
 ME0525'HIGHWAY 35, 41 FEET WEST OF THE
 ME0525'CENTER OF THE CONNECTING ROAD AND 24 FEET SOUTHEAST OF THE EAST END
 ME0525'OF A CONCRETE CULVERT.  THE
 ME0525'MARK IS FLUSH AND THE DISK 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
 ME0525'CONNECTION ROAD AND 26 FEET SOUTH OF THE CENTER OF A DRIVEWAY.  THE
 ME0525'MARK IS FLUSH AND THE DISK IS
 ME0525'STAMPED HAMLET NO 1 1952.
 ME0525'
 ME0525'REFERENCE MARK NO. 2 IS 63 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 ME0525'A FRAME HOUSE, 23 FEET EAST OF
 ME0525'THE CENTER OF THE CONNECTING ROAD AND 21 FEET NORTH OF THE CENTER OF
 ME0525'A DRIVEWAY.  THE MARK IS FLUSH AND
 ME0525'THE 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
 ME0525'POLE AND 2 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 ME0525'2 INCHES AND THE DISK IS STAMPED
 ME0525'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
 ME0525'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
 ME0525'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.
 ME0525'A THOROUGH SEARCH
 ME0525'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
 ME0525'THE STATION, THE
 ME0525'MARK IS AT THE U. S. HIGHWAY 30 OVERPASS, SET
 ME0525'ON THE TOP OF THE CONCRETE GUARD
 ME0525'RAIL BETWEEN THE TWO LANES OF
 ME0525'THE HIGHWAY, 57 FEET SOUTH OF THE SOUTH LEG OF THE
 ME0525'CENTER PIER
 ME0525'OF THE U. S. HIGHWAY 30 OVERPASS, 1 FOOT WEST OF THE SOUTH END
 ME0525'OF THE METAL GUARD
 ME0525'RAIL BASE AND 1-1/2 FEET ABOVE THE LEVEL OF THE
 ME0525'HIGHWAY.
 ME0525'
 ME0525'THE TO REACH FOR THE STATION AND RM 1 AND 2 IS ADEQUATE AS
 ME0525'DESCRIBED.
 ME0525
 ME0525                          STATION RECOVERY (1968)
 ME0525
 ME0525'RECOVERY NOTE BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0526 ***********************************************************************
 ME0526  DESIGNATION -  HAMLET RM 1
 ME0526  PID         -  ME0526
 ME0526  STATE/COUNTY-  IN/STARKE
 ME0526  USGS QUAD   -  HAMLET (1977)
 ME0526
 ME0526                         *CURRENT SURVEY CONTROL
 ME0526  ___________________________________________________________________
 ME0526* NAD 83(1986)-  41 23 25.     (N)    086 37 14.     (W)     SCALED    
 ME0526* NAVD 88     -       207.614  (meters)     681.15   (feet)  ADJUSTED  
 ME0526  ___________________________________________________________________
 ME0526  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME0526  DYNAMIC HT  -         207.530 (meters)     680.87  (feet)  COMP
 ME0526  MODELED GRAV-     980,215.1   (mgal)                       NAVD 88
 ME0526
 ME0526  VERT ORDER  -  FIRST     CLASS I
 ME0526
 ME0526.The horizontal coordinates were scaled from a topographic map and have
 ME0526.an estimated accuracy of +/- 6 seconds.
 ME0526
 ME0526.The orthometric height was determined by differential leveling
 ME0526.and adjusted by the National Geodetic Survey in June 1991..
 ME0526
 ME0526.The geoid height was determined by GEOID03.
 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     -   682,000.      938,700.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0526.See file dsdata.txt to determine how the superseded data were derived.
 ME0526
 ME0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL317821(NAD 83)
 ME0526_MARKER: DR = REFERENCE MARK DISK
 ME0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0526_SP_SET: CONCRETE POST
 ME0526_STAMPING: HAMLET NO 1 1952
 ME0526_MARK LOGO: CGS   
 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 - August 31, 1992
 ME0526
 ME0526  HISTORY     - Date     Condition        Report By
 ME0526  HISTORY     - 1952     MONUMENTED       CGS
 ME0526  HISTORY     - 1968     GOOD             NGS
 ME0526  HISTORY     - 19920831 GOOD             NGS
 ME0526
 ME0526                          STATION DESCRIPTION
 ME0526
 ME0526'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0524 ***********************************************************************
 ME0524  DESIGNATION -  HAMLET RM 2
 ME0524  PID         -  ME0524
 ME0524  STATE/COUNTY-  IN/STARKE
 ME0524  USGS QUAD   -  HAMLET (1977)
 ME0524
 ME0524                         *CURRENT SURVEY CONTROL
 ME0524  ___________________________________________________________________
 ME0524* NAD 83(1986)-  41 23 24.     (N)    086 37 13.     (W)     SCALED    
 ME0524* NAVD 88     -       207.595  (meters)     681.08   (feet)  ADJUSTED  
 ME0524  ___________________________________________________________________
 ME0524  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME0524  DYNAMIC HT  -         207.511 (meters)     680.81  (feet)  COMP
 ME0524  MODELED GRAV-     980,215.0   (mgal)                       NAVD 88
 ME0524
 ME0524  VERT ORDER  -  FIRST     CLASS I
 ME0524
 ME0524.The horizontal coordinates were scaled from a topographic map and have
 ME0524.an estimated accuracy of +/- 6 seconds.
 ME0524
 ME0524.The orthometric height was determined by differential leveling
 ME0524.and adjusted by the National Geodetic Survey in June 1991..
 ME0524
 ME0524.The geoid height was determined by GEOID03.
 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     -   681,970.      938,730.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0524.See file dsdata.txt to determine how the superseded data were derived.
 ME0524
 ME0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL317821(NAD 83)
 ME0524_MARKER: DR = REFERENCE MARK DISK
 ME0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0524_SP_SET: CONCRETE POST
 ME0524_STAMPING: HAMLET NO 2 1952
 ME0524_MARK LOGO: CGS   
 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 - August 31, 1992
 ME0524
 ME0524  HISTORY     - Date     Condition        Report By
 ME0524  HISTORY     - 1952     MONUMENTED       CGS
 ME0524  HISTORY     - 1968     GOOD             NGS
 ME0524  HISTORY     - 19920831 GOOD             NGS
 ME0524
 ME0524                          STATION DESCRIPTION
 ME0524
 ME0524'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2914 ***********************************************************************
 ME2914  DESIGNATION -  HAMMOND BASE A STATION 1952
 ME2914  PID         -  ME2914
 ME2914  STATE/COUNTY-  IN/LAKE
 ME2914  USGS QUAD   -  CALUMET CITY (1991)
 ME2914
 ME2914                         *CURRENT SURVEY CONTROL
 ME2914  ___________________________________________________________________
 ME2914* NAD 83(1997)-  41 33 09.35375(N)    087 31 06.62433(W)     ADJUSTED  
 ME2914* NAVD 88     -       188.46   (+/-2cm)     618.3    (feet)  VERTCON   
 ME2914  ___________________________________________________________________
 ME2914  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 ME2914  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 ME2914
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2914
 ME2914.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2914
 ME2914.The geoid height was determined by GEOID03.
 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;SPC IL E     -   542,732.051   367,978.400   MT  1.00003185   +0 32 25.8
 ME2914;SPC IL E     - 1,780,613.40  1,207,275.80   sFT  1.00003185   +0 32 25.8
 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     -   0.99997569  x   0.99998288  =   0.99995857
 ME2914!SPC IL E     -   0.99997569  x   1.00003185  =   1.00000754
 ME2914!UTM  16      -   0.99997569  x   0.99962301  =   0.99959871
 ME2914
 ME2914|---------------------------------------------------------------------|
 ME2914| PID    Reference Object                     Distance      Geod. Az  |
 ME2914|                                                           dddmmss.s |
 ME2914| ME2915 HAMMOND BASE B STATION 1952         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 (07/19/86)  188.56   (m)          618.6    (f) LEVELING    3  
 ME2914
 ME2914.Superseded values are not recommended for survey control.
 ME2914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2914.See file dsdata.txt to determine how the superseded data were derived.
 ME2914
 ME2914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5675900233(NAD 83)
 ME2914_MARKER: B = BOLT
 ME2914_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 ME2914_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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'$
 ME2914'STATION WAS RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING
 ME2914'CHANGE  THE
 ME2914'DIRT ROAD MENTIONED THROUGHOUT THE DESCRIPTION
 ME2914'IS NOW A PAVED STREET AND IS
 ME2914'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 = OCTOBER  6, 2006
 ME2915 ***********************************************************************
 ME2915  DESIGNATION -  HAMMOND BASE B STATION 1952
 ME2915  PID         -  ME2915
 ME2915  STATE/COUNTY-  IN/LAKE
 ME2915  USGS QUAD   -  CALUMET CITY (1991)
 ME2915
 ME2915                         *CURRENT SURVEY CONTROL
 ME2915  ___________________________________________________________________
 ME2915* NAD 83(1997)-  41 33 00.62250(N)    087 31 04.91163(W)     ADJUSTED  
 ME2915* NAVD 88     -       189.52   (+/-2cm)     621.8    (feet)  VERTCON   
 ME2915  ___________________________________________________________________
 ME2915  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 ME2915  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 ME2915
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2915
 ME2915.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2915
 ME2915.The geoid height was determined by GEOID03.
 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;SPC IL E     -   542,463.059   368,020.633   MT  1.00003192   +0 32 26.8
 ME2915;SPC IL E     - 1,779,730.89  1,207,414.36   sFT  1.00003192   +0 32 26.8
 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!SPC IL E     -   0.99997553  x   1.00003192  =   1.00000745
 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 16 55.6
 ME2915:SPC IL E     -  HAMMOND S BASE                           179 27 10.8
 ME2915:UTM  16      -  HAMMOND S BASE                           180 20 14.6
 ME2915
 ME2915|---------------------------------------------------------------------|
 ME2915| PID    Reference Object                     Distance      Geod. Az  |
 ME2915|                                                           dddmmss.s |
 ME2915| ME2580 HAMMOND S BASE                      APPROX. 5.7 KM 1795937.6 |
 ME2915| ME2914 HAMMOND BASE A STATION 1952         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 (07/19/86)  189.62   (m)          622.1    (f) LEVELING    3  
 ME2915
 ME2915.Superseded values are not recommended for survey control.
 ME2915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2915.See file dsdata.txt to determine how the superseded data were derived.
 ME2915
 ME2915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5679799964(NAD 83)
 ME2915_MARKER: B = BOLT
 ME2915_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 ME2915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME2495 ***********************************************************************
 ME2495  DESIGNATION -  HAMMOND MUNICIPAL TANK
 ME2495  PID         -  ME2495
 ME2495  STATE/COUNTY-  IN/LAKE
 ME2495  USGS QUAD   -  HIGHLAND (1991)
 ME2495
 ME2495                         *CURRENT SURVEY CONTROL
 ME2495  ___________________________________________________________________
 ME2495* NAD 83(1997)-  41 35 42.39965(N)    087 29 58.69450(W)     ADJUSTED  
 ME2495* NAVD 88     -                                                        
 ME2495  ___________________________________________________________________
 ME2495  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 ME2495  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 ME2495
 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
 ME2495.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2495
 ME2495.The geoid height was determined by GEOID03.
 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;SPC IL E     -   547,468.696   369,507.033   MT  1.00003443   +0 33 12.5
 ME2495;SPC IL E     - 1,796,153.55  1,212,290.99   sFT  1.00003443   +0 33 12.5
 ME2495;UTM  16      - 4,604,943.985   458,359.889   MT  0.99962134   -0 19 54.1
 ME2495
 ME2495                          SUPERSEDED SURVEY CONTROL
 ME2495
 ME2495  NAD 83(1994)-  41 35 42.40488(N)    087 29 58.70175(W) AD(       ) 4
 ME2495  NAD 83(1986)-  41 35 42.40492(N)    087 29 58.70172(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2495.See file dsdata.txt to determine how the superseded data were derived.
 ME2495
 ME2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5836004944(NAD 83)
 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 = OCTOBER  6, 2006
 ME2916 ***********************************************************************
 ME2916  DESIGNATION -  HAMMOND N BASE
 ME2916  PID         -  ME2916
 ME2916  STATE/COUNTY-  IN/LAKE
 ME2916  USGS QUAD   -  CALUMET CITY (1991)
 ME2916
 ME2916                         *CURRENT SURVEY CONTROL
 ME2916  ___________________________________________________________________
 ME2916* NAD 83(1997)-  41 36 37.12329(N)    087 31 06.92935(W)     ADJUSTED  
 ME2916* NAVD 88     -       180.97   (+/-2cm)     593.7    (feet)  VERTCON   
 ME2916  ___________________________________________________________________
 ME2916  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 ME2916  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 ME2916
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2916
 ME2916.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2916
 ME2916.The geoid height was determined by GEOID03.
 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;SPC IL E     -   549,141.891   367,910.833   MT  1.00003173   +0 32 27.8
 ME2916;SPC IL E     - 1,801,643.02  1,207,054.12   sFT  1.00003173   +0 32 27.8
 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!SPC IL E     -   0.99997687  x   1.00003173  =   1.00000860
 ME2916!UTM  16      -   0.99997687  x   0.99962298  =   0.99959986
 ME2916
 ME2916:                Primary Azimuth Mark                     Grid Az
 ME2916:SPC IN W     -  E CHICAGO N IND P S CO GAS TK            038 22 10.5
 ME2916:SPC IL E     -  E CHICAGO N IND P S CO GAS TK            037 32 22.2
 ME2916:UTM  16      -  E CHICAGO N IND P S CO GAS TK            038 25 29.8
 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 (07/19/86)  181.07   (m)          594.1    (f) LEVELING    3  
 ME2916
 ME2916.Superseded values are not recommended for survey control.
 ME2916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2916.See file dsdata.txt to determine how the superseded data were derived.
 ME2916
 ME2916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5679006641(NAD 83)
 ME2916_MARKER: DS = TRIANGULATION STATION DISK
 ME2916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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   CGS
 ME2916  HISTORY     - 1976     GOOD             CGS
 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 COAST AND 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 COAST AND 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 = OCTOBER  6, 2006
 ME2920 ***********************************************************************
 ME2920  DESIGNATION -  HAMMOND PRATT FOOD CO TANK
 ME2920  PID         -  ME2920
 ME2920  STATE/COUNTY-  IN/LAKE
 ME2920  USGS QUAD   -  CALUMET CITY (1991)
 ME2920
 ME2920                         *CURRENT SURVEY CONTROL
 ME2920  ___________________________________________________________________
 ME2920* NAD 83(1997)-  41 37 27.66919(N)    087 31 25.37845(W)     ADJUSTED  
 ME2920* NAVD 88     -                                                        
 ME2920  ___________________________________________________________________
 ME2920  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 ME2920  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 ME2920
 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
 ME2920.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2920
 ME2920.The geoid height was determined by GEOID03.
 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;SPC IL E     -   550,697.273   367,469.033   MT  1.00003100   +0 32 16.1
 ME2920;SPC IL E     - 1,806,745.97  1,205,604.65   sFT  1.00003100   +0 32 16.1
 ME2920;UTM  16      - 4,608,202.333   456,372.839   MT  0.99962342   -0 20 52.4
 ME2920
 ME2920                          SUPERSEDED SURVEY CONTROL
 ME2920
 ME2920  NAD 83(1994)-  41 37 27.67435(N)    087 31 25.38590(W) AD(       ) 4
 ME2920  NAD 83(1986)-  41 37 27.67435(N)    087 31 25.38580(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2920.See file dsdata.txt to determine how the superseded data were derived.
 ME2920
 ME2920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5637308202(NAD 83)
 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 = OCTOBER  6, 2006
 ME2509 ***********************************************************************
 ME2509  DESIGNATION -  HAMMOND RADIO STA WJOB MAST
 ME2509  PID         -  ME2509
 ME2509  STATE/COUNTY-  IN/LAKE
 ME2509  USGS QUAD   -  HIGHLAND (1991)
 ME2509
 ME2509                         *CURRENT SURVEY CONTROL
 ME2509  ___________________________________________________________________
 ME2509* NAD 83(1997)-  41 35 48.72862(N)    087 28 45.72300(W)     ADJUSTED  
 ME2509* NAVD 88     -                                                        
 ME2509  ___________________________________________________________________
 ME2509  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 ME2509  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 ME2509
 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
 ME2509.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2509
 ME2509.The geoid height was determined by GEOID03.
 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;SPC IL E     -   547,680.476   371,195.058   MT  1.00003735   +0 34 01.1
 ME2509;SPC IL E     - 1,796,848.36  1,217,829.12   sFT  1.00003735   +0 34 01.1
 ME2509;UTM  16      - 4,605,129.585   460,050.282   MT  0.99961964   -0 19 05.7
 ME2509
 ME2509                          SUPERSEDED SURVEY CONTROL
 ME2509
 ME2509  NAD 83(1994)-  41 35 48.73397(N)    087 28 45.73009(W) AD(       ) 4
 ME2509  NAD 83(1986)-  41 35 48.73401(N)    087 28 45.73009(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2509.See file dsdata.txt to determine how the superseded data were derived.
 ME2509
 ME2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM6005005130(NAD 83)
 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 = OCTOBER  6, 2006
 ME2580 ***********************************************************************
 ME2580  DESIGNATION -  HAMMOND S BASE
 ME2580  PID         -  ME2580
 ME2580  STATE/COUNTY-  IN/LAKE
 ME2580  USGS QUAD   -  DYER (1990)
 ME2580
 ME2580                         *CURRENT SURVEY CONTROL
 ME2580  ___________________________________________________________________
 ME2580* NAD 83(1997)-  41 29 56.31918(N)    087 31 04.88500(W)     ADJUSTED  
 ME2580* NAVD 88     -       191.8    (meters)     629.     (feet)  GPS OBS   
 ME2580  ___________________________________________________________________
 ME2580  X           -     207,179.104 (meters)                     COMP
 ME2580  Y           -  -4,779,683.791 (meters)                     COMP
 ME2580  Z           -   4,204,192.079 (meters)                     COMP
 ME2580  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 ME2580  ELLIP HEIGHT-         158.27  (meters)          (05/25/99) GPS OBS
 ME2580  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME2580
 ME2580  HORZ ORDER  -  FIRST
 ME2580  ELLP ORDER  -  FOURTH    CLASS I
 ME2580
 ME2580.The horizontal coordinates were established by GPS observations
 ME2580.and adjusted by the National Geodetic Survey in May 1999..
 ME2580
 ME2580.The orthometric height was determined by GPS observations and a
 ME2580.high-resolution geoid model.
 ME2580
 ME2580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME2580
 ME2580.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2580
 ME2580.The ellipsoidal height was determined by GPS observations
 ME2580.and is referenced to NAD 83.
 ME2580
 ME2580.The geoid height was determined by GEOID03.
 ME2580
 ME2580;                    North         East     Units Scale Factor Converg.
 ME2580;SPC IN W     -   694,063.392   863,705.623   MT  0.99998287   -0 17 16.9
 ME2580;SPC IN W     - 2,277,106.31  2,833,674.20   sFT  0.99998287   -0 17 16.9
 ME2580;SPC IL E     -   536,777.171   368,074.892   MT  1.00003201   +0 32 24.9
 ME2580;SPC IL E     - 1,761,076.44  1,207,592.37   sFT  1.00003201   +0 32 24.9
 ME2580;UTM  16      - 4,594,280.222   456,763.561   MT  0.99962300   -0 20 35.7
 ME2580
 ME2580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2580!SPC IN W     -   0.99997518  x   0.99998287  =   0.99995805
 ME2580!SPC IL E     -   0.99997518  x   1.00003201  =   1.00000719
 ME2580!UTM  16      -   0.99997518  x   0.99962300  =   0.99959819
 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 0081012.7 |
 ME2580| ME2512 E CHICAGO N IND P S CO GAS TK       APPROX.16.8 KM 0105907.9 |
 ME2580| ME2509 HAMMOND RADIO STA WJOB MAST         APPROX.11.3 KM 0163036.6 |
 ME2580| ME2494 GRIFFITH NORTH MUNICIPAL TANK       APPROX. 8.5 KM 0675522.6 |
 ME2580| ME2579 SCHEREVILLE ST MICHAEL CATH CH      APPROX. 5.6 KM 0991251.2 |
 ME2580| ME1442 A 90                                239.601 METERS 26549     |
 ME2580| CM3618 HAMMOND S BASE AZ MK                               2693127.5 |
 ME2580| CM3620 HAMMOND S BASE RM 2                  25.096 METERS 27606     |
 ME2580| ME2920 HAMMOND PRATT FOOD CO TANK          APPROX.13.9 KM 3580255.5 |
 ME2580|---------------------------------------------------------------------|
 ME2580
 ME2580                          SUPERSEDED SURVEY CONTROL
 ME2580
 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 (07/19/86)  191.90   (m)          629.6    (f) LEVELING    3  
 ME2580
 ME2580.Superseded values are not recommended for survey control.
 ME2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2580.See file dsdata.txt to determine how the superseded data were derived.
 ME2580
 ME2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5676494280(NAD 83)
 ME2580_MARKER: DS = TRIANGULATION STATION DISK
 ME2580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2580_MARK LOGO: ASCPC 
 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
 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
 ME2580'MONON RAILROAD AND THE NEW
 ME2580'YORK CENTRAL RAILROAD TRACKS IN THE NORTH EDGE OF DYER.  IT IS AOUT
 ME2580'255 FEET EAST OF THE CENTER OF
 ME2580'STATE HIGHWAY 141, 93 FEET NORTHWEST OF THE CROSSING OF THE
 ME2580'RAILROAD TRACKS, 35 FEET NORTH OF THE NORTH
 ME2580'RAIL OF THE NEW YORK CENTRAL RAILROAD
 ME2580'TRACKS AND 12 FEET SOUTH OF A FENCE CORNER.  THE MARK PROJECTS
 ME2580'ABOUT 6 INCHES AND THE DISK IS
 ME2580'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
 ME2580'A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 ME2580'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
 ME2580'FOOT SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 ME2580'IS STAMPED HAMMOND S BASE NO 2
 ME2580'1952.
 ME2580'
 ME2580'AZIMUTH MARK IS 18 FEET NORTH OF THE NORTH RAIL OF THE NEW YORK
 ME2580'CENTRAL RAILROAD, 14 FEET WEST
 ME2580'OF THE CENTER OF A FARM LANE, 2 FEET NORTH OF A RAILROAD CROSSING
 ME2580'SIGN AND 2 FEET NORTH OF A WHITE
 ME2580'WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 ME2580'DISK IS STAMPED 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,
 ME2580'19 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD AND 4 FEET SOUTH OF A
 ME2580'TELEPHONE POLE.  THE MARK IS A 6 X
 ME2580'6 INCH CONCRETE POST, WHICH IS FLUSH WITH THE GROUND
 ME2580'WITH A U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK
 ME2580'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
 ME2580'RAILROAD TRACKS FOR 0.3 MILE TO THE MARK AS DESCRIBED.
 ME2580'
 ME2580'TO REACH THE BENCH MARK FROM THE STATION, GO WEST ALONG THE SOUTH
 ME2580'SIDE OF THE RAILROAD
 ME2580'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
 ME2580'MARK IN GOOD
 ME2580'CONDITION.
 ME2580'
 ME2580'STATION AND RM 1 DESCRIPTIONS OK.
 ME2580'RM 2 IS NOW 4 FEET
 ME2580'S. OF A FENCE (PREVIOUSLY GIVEN AS 1 FOOT)
 ME2580'AZIMUTH MARK 14 FEET WEST OF LAKE
 ME2580'STREET (PREVIOUSLY GIVEN AS FARM LANE)
 ME2580'(LINE OF SIGHT TO AZIMUTH MARK IS BLOCKED BY
 ME2580'REDI-MIX CONCRETE PLANT
 ME2580'SUGGEST USING TRAVERSE STA. A 90 AS AZIMUTH MARK.)
 ME2580
 ME2580                          STATION RECOVERY (1970)
 ME2580
 ME2580'RECOVERY NOTE BY IL HIGHWAY DEPT 1970 (DRR)
 ME2580'HAMMOND S. BASE 1952 GOOD,
 ME2580'HAMMOND S. BASE NO
 ME2580'1 1952 GOOD,
 ME2580'HAMMOND S. BASE NO 2 1952 GOOD.
 ME2580'HAMMOND S. BASE AZI MK GOOD.
 ME2580'
 ME2580'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED EXCEPT FOR
 ME2580'THE FOLLOWING
 ME2580'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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2516 ***********************************************************************
 JZ2516  DESIGNATION -  HAN G 1
 JZ2516  PID         -  JZ2516
 JZ2516  STATE/COUNTY-  IN/HANCOCK
 JZ2516  USGS QUAD   -  GREENFIELD (1983)
 JZ2516
 JZ2516                         *CURRENT SURVEY CONTROL
 JZ2516  ___________________________________________________________________
 JZ2516* NAD 83(1986)-  39 47 08.     (N)    085 45 27.     (W)     SCALED    
 JZ2516* NAVD 88     -       265.101  (meters)     869.75   (feet)  ADJUSTED  
 JZ2516  ___________________________________________________________________
 JZ2516  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ2516  DYNAMIC HT  -         264.949 (meters)     869.25  (feet)  COMP
 JZ2516  MODELED GRAV-     980,045.4   (mgal)                       NAVD 88
 JZ2516
 JZ2516  VERT ORDER  -  SECOND    CLASS 0
 JZ2516
 JZ2516.The horizontal coordinates were scaled from a topographic map and have
 JZ2516.an estimated accuracy of +/- 6 seconds.
 JZ2516
 JZ2516.The orthometric height was determined by differential leveling
 JZ2516.and adjusted by the National Geodetic Survey in June 1991..
 JZ2516
 JZ2516.The geoid height was determined by GEOID03.
 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     -   503,710.       92,220.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2516.See file dsdata.txt to determine how the superseded data were derived.
 JZ2516
 JZ2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK063046(NAD 83)
 JZ2516_MARKER: DD = SURVEY DISK
 JZ2516_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2516_SP_SET: BRIDGE
 JZ2516_STAMPING: HAN G 1
 JZ2516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2516_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ2516+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2004
 JZ2516
 JZ2516  HISTORY     - Date     Condition        Report By
 JZ2516  HISTORY     - UNK      MONUMENTED       INHD
 JZ2516  HISTORY     - 1947     GOOD             NGS
 JZ2516  HISTORY     - 20041021 GOOD             GEOCAC
 JZ2516
 JZ2516                          STATION DESCRIPTION
 JZ2516
 JZ2516'DESCRIBED BY NATIONAL 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'HANDHELD COORDINATES ARE N39-47-09.18 W085-45-28.08.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2517 ***********************************************************************
 JZ2517  DESIGNATION -  HAN G 2
 JZ2517  PID         -  JZ2517
 JZ2517  STATE/COUNTY-  IN/HANCOCK
 JZ2517  USGS QUAD   -  CLEVELAND (1981)
 JZ2517
 JZ2517                         *CURRENT SURVEY CONTROL
 JZ2517  ___________________________________________________________________
 JZ2517* NAD 83(1986)-  39 47 11.     (N)    085 44 43.     (W)     SCALED    
 JZ2517* NAVD 88     -       269.912  (meters)     885.54   (feet)  ADJUSTED  
 JZ2517  ___________________________________________________________________
 JZ2517  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ2517  DYNAMIC HT  -         269.757 (meters)     885.03  (feet)  COMP
 JZ2517  MODELED GRAV-     980,045.4   (mgal)                       NAVD 88
 JZ2517
 JZ2517  VERT ORDER  -  SECOND    CLASS 0
 JZ2517
 JZ2517.The horizontal coordinates were scaled from a topographic map and have
 JZ2517.an estimated accuracy of +/- 6 seconds.
 JZ2517
 JZ2517.The orthometric height was determined by differential leveling
 JZ2517.and adjusted by the National Geodetic Survey in June 1991..
 JZ2517
 JZ2517.The geoid height was determined by GEOID03.
 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     -   503,800.       93,270.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2517.See file dsdata.txt to determine how the superseded data were derived.
 JZ2517
 JZ2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK074048(NAD 83)
 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             NGS
 JZ2517  HISTORY     - 20041024 MARK NOT FOUND   GEOCAC
 JZ2517
 JZ2517                          STATION DESCRIPTION
 JZ2517
 JZ2517'DESCRIBED BY NATIONAL 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.  HANDHELD COORDINATES OF THE RESET DISK ARE
 JZ2517'N39-47-11.28 W085-44-43.32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2525 ***********************************************************************
 JZ2525  DESIGNATION -  HAN G 3
 JZ2525  PID         -  JZ2525
 JZ2525  STATE/COUNTY-  IN/HANCOCK
 JZ2525  USGS QUAD   -  CLEVELAND (1981)
 JZ2525
 JZ2525                         *CURRENT SURVEY CONTROL
 JZ2525  ___________________________________________________________________
 JZ2525* NAD 83(1986)-  39 47 23.     (N)    085 39 16.     (W)     SCALED    
 JZ2525* NAVD 88     -       284.221  (meters)     932.48   (feet)  ADJUSTED  
 JZ2525  ___________________________________________________________________
 JZ2525  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ2525  DYNAMIC HT  -         284.058 (meters)     931.95  (feet)  COMP
 JZ2525  MODELED GRAV-     980,045.9   (mgal)                       NAVD 88
 JZ2525
 JZ2525  VERT ORDER  -  SECOND    CLASS 0
 JZ2525
 JZ2525.The horizontal coordinates were scaled from a topographic map and have
 JZ2525.an estimated accuracy of +/- 6 seconds.
 JZ2525
 JZ2525.The orthometric height was determined by differential leveling
 JZ2525.and adjusted by the National Geodetic Survey in June 1991..
 JZ2525
 JZ2525.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2525.See file dsdata.txt to determine how the superseded data were derived.
 JZ2525
 JZ2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK152052(NAD 83)
 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
 JZ2525  HISTORY     - Date     Condition        Report By
 JZ2525  HISTORY     - UNK      MONUMENTED       INHD
 JZ2525  HISTORY     - 1947     GOOD             NGS
 JZ2525
 JZ2525                          STATION DESCRIPTION
 JZ2525
 JZ2525'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2523 ***********************************************************************
 JZ2523  DESIGNATION -  HAN G 4
 JZ2523  PID         -  JZ2523
 JZ2523  STATE/COUNTY-  IN/HANCOCK
 JZ2523  USGS QUAD   -  CLEVELAND (1981)
 JZ2523
 JZ2523                         *CURRENT SURVEY CONTROL
 JZ2523  ___________________________________________________________________
 JZ2523* NAD 83(1986)-  39 47 20.     (N)    085 41 08.     (W)     SCALED    
 JZ2523* NAVD 88     -       278.833  (meters)     914.80   (feet)  ADJUSTED  
 JZ2523  ___________________________________________________________________
 JZ2523  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ2523  DYNAMIC HT  -         278.673 (meters)     914.28  (feet)  COMP
 JZ2523  MODELED GRAV-     980,045.6   (mgal)                       NAVD 88
 JZ2523
 JZ2523  VERT ORDER  -  SECOND    CLASS 0
 JZ2523
 JZ2523.The horizontal coordinates were scaled from a topographic map and have
 JZ2523.an estimated accuracy of +/- 6 seconds.
 JZ2523
 JZ2523.The orthometric height was determined by differential leveling
 JZ2523.and adjusted by the National Geodetic Survey in June 1991..
 JZ2523
 JZ2523.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2523.See file dsdata.txt to determine how the superseded data were derived.
 JZ2523
 JZ2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK125051(NAD 83)
 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             NGS
 JZ2523
 JZ2523                          STATION DESCRIPTION
 JZ2523
 JZ2523'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 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  USGS QUAD   -  CLEVELAND (1981)
 JZ2521
 JZ2521                         *CURRENT SURVEY CONTROL
 JZ2521  ___________________________________________________________________
 JZ2521* NAD 83(1997)-  39 47 15.10104(N)    085 42 52.73500(W)     ADJUSTED  
 JZ2521* NAVD 88     -       272.211  (meters)     893.08   (feet)  ADJUSTED  
 JZ2521  ___________________________________________________________________
 JZ2521  X           -     366,745.894 (meters)                     COMP
 JZ2521  Y           -  -4,894,299.835 (meters)                     COMP
 JZ2521  Z           -   4,060,037.972 (meters)                     COMP
 JZ2521  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 JZ2521  ELLIP HEIGHT-         238.25  (meters)          (04/10/98) GPS OBS
 JZ2521  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ2521  DYNAMIC HT  -         272.055 (meters)     892.57  (feet)  COMP
 JZ2521  MODELED GRAV-     980,045.4   (mgal)                       NAVD 88
 JZ2521
 JZ2521  HORZ ORDER  -  B
 JZ2521  VERT ORDER  -  SECOND    CLASS 0
 JZ2521  ELLP ORDER  -  FOURTH    CLASS I
 JZ2521
 JZ2521.The horizontal coordinates were established by GPS observations
 JZ2521.and adjusted by the National Geodetic Survey in April 1998..
 JZ2521
 JZ2521.The orthometric height was determined by differential leveling
 JZ2521.and adjusted by the National Geodetic Survey in June 1991..
 JZ2521
 JZ2521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2521
 JZ2521.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2521
 JZ2521.The ellipsoidal height was determined by GPS observations
 JZ2521.and is referenced to NAD 83.
 JZ2521
 JZ2521.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JZ2521;SPC IN E     -   503,928.215    95,890.103   MT  0.99996687   -0 01 50.5
 JZ2521;SPC IN E     - 1,653,304.49    314,599.45   sFT  0.99996687   -0 01 50.5
 JZ2521;UTM  16      - 4,404,965.428   610,058.199   MT  0.99974912   +0 49 21.5
 JZ2521
 JZ2521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2521!SPC IN E     -   0.99996262  x   0.99996687  =   0.99992950
 JZ2521!UTM  16      -   0.99996262  x   0.99974912  =   0.99971175
 JZ2521
 JZ2521                          SUPERSEDED SURVEY CONTROL
 JZ2521
 JZ2521  NAVD 88 (04/10/98)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2521.See file dsdata.txt to determine how the superseded data were derived.
 JZ2521
 JZ2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK1005804965(NAD 83)
 JZ2521_MARKER: DB = BENCH MARK DISK
 JZ2521_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 - August 20, 1997
 JZ2521
 JZ2521  HISTORY     - Date     Condition        Report By
 JZ2521  HISTORY     - 1947     MONUMENTED       INHD
 JZ2521  HISTORY     - 1947     GOOD             NGS
 JZ2521  HISTORY     - 19970820 GOOD             SEC
 JZ2521
 JZ2521                          STATION DESCRIPTION
 JZ2521
 JZ2521'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2619 ***********************************************************************
 JZ2619  DESIGNATION -  HAN G 6
 JZ2619  PID         -  JZ2619
 JZ2619  STATE/COUNTY-  IN/HANCOCK
 JZ2619  USGS QUAD   -  KNIGHTSTOWN (1981)
 JZ2619
 JZ2619                         *CURRENT SURVEY CONTROL
 JZ2619  ___________________________________________________________________
 JZ2619* NAD 83(1986)-  39 47 29.     (N)    085 36 51.     (W)     SCALED    
 JZ2619* NAVD 88     -       287.087  (meters)     941.88   (feet)  ADJUSTED  
 JZ2619  ___________________________________________________________________
 JZ2619  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ2619  DYNAMIC HT  -         286.923 (meters)     941.35  (feet)  COMP
 JZ2619  MODELED GRAV-     980,046.6   (mgal)                       NAVD 88
 JZ2619
 JZ2619  VERT ORDER  -  SECOND    CLASS 0
 JZ2619
 JZ2619.The horizontal coordinates were scaled from a topographic map and have
 JZ2619.an estimated accuracy of +/- 6 seconds.
 JZ2619
 JZ2619.The orthometric height was determined by differential leveling
 JZ2619.and adjusted by the National Geodetic Survey in June 1991..
 JZ2619
 JZ2619.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2619.See file dsdata.txt to determine how the superseded data were derived.
 JZ2619
 JZ2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK186055(NAD 83)
 JZ2619_MARKER: DD = SURVEY DISK
 JZ2619_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2619_SP_SET: BRIDGE
 JZ2619_STAMPING: HAN G 6
 JZ2619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2619
 JZ2619  HISTORY     - Date     Condition        Report By
 JZ2619  HISTORY     - UNK      MONUMENTED       INHD
 JZ2619  HISTORY     - 1947     GOOD             NGS
 JZ2619
 JZ2619                          STATION DESCRIPTION
 JZ2619
 JZ2619'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2532 ***********************************************************************
 JZ2532  DESIGNATION -  HAN G 7
 JZ2532  PID         -  JZ2532
 JZ2532  STATE/COUNTY-  IN/HANCOCK
 JZ2532  USGS QUAD   -  PENDLETON (1966)
 JZ2532
 JZ2532                         *CURRENT SURVEY CONTROL
 JZ2532  ___________________________________________________________________
 JZ2532* NAD 83(1986)-  39 52 42.     (N)    085 41 29.     (W)     SCALED    
 JZ2532* NAVD 88     -       282.294  (meters)     926.16   (feet)  ADJUSTED  
 JZ2532  ___________________________________________________________________
 JZ2532  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JZ2532  DYNAMIC HT  -         282.133 (meters)     925.63  (feet)  COMP
 JZ2532  MODELED GRAV-     980,051.5   (mgal)                       NAVD 88
 JZ2532
 JZ2532  VERT ORDER  -  SECOND    CLASS 0
 JZ2532
 JZ2532.The horizontal coordinates were scaled from a topographic map and have
 JZ2532.an estimated accuracy of +/- 6 seconds.
 JZ2532
 JZ2532.The orthometric height was determined by differential leveling
 JZ2532.and adjusted by the National Geodetic Survey in June 1991..
 JZ2532
 JZ2532.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2532.See file dsdata.txt to determine how the superseded data were derived.
 JZ2532
 JZ2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK119150(NAD 83)
 JZ2532_MARKER: DD = SURVEY DISK
 JZ2532_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2532_SP_SET: BRIDGE
 JZ2532_STAMPING: HAN G 7
 JZ2532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2532
 JZ2532  HISTORY     - Date     Condition        Report By
 JZ2532  HISTORY     - UNK      MONUMENTED       INHD
 JZ2532  HISTORY     - 1947     GOOD             NGS
 JZ2532
 JZ2532                          STATION DESCRIPTION
 JZ2532
 JZ2532'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2515 ***********************************************************************
 LB2515  DESIGNATION -  HANCOCK
 LB2515  PID         -  LB2515
 LB2515  STATE/COUNTY-  IN/HAMILTON
 LB2515  USGS QUAD   -  NOBLESVILLE (1992)
 LB2515
 LB2515                         *CURRENT SURVEY CONTROL
 LB2515  ___________________________________________________________________
 LB2515* NAD 83(1997)-  40 00 03.00973(N)    086 00 31.85987(W)     ADJUSTED  
 LB2515* NAVD 88     -       248.05   (+/-2cm)     813.8    (feet)  VERTCON   
 LB2515  ___________________________________________________________________
 LB2515  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 LB2515  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 LB2515
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2515
 LB2515.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2515
 LB2515.The geoid height was determined by GEOID03.
 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     -   0.99996642  x   0.99997717  =   0.99994360
 LB2515!UTM  16      -   0.99996642  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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  248.18   (m)          814.2    (f) LEVELING    3  
 LB2515
 LB2515.Superseded values are not recommended for survey control.
 LB2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2515.See file dsdata.txt to determine how the superseded data were derived.
 LB2515
 LB2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8460428320(NAD 83)
 LB2515_MARKER: DS = TRIANGULATION STATION DISK
 LB2515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2515_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 = OCTOBER  6, 2006
 ME2392 ***********************************************************************
 ME2392  DESIGNATION -  HANNA
 ME2392  PID         -  ME2392
 ME2392  STATE/COUNTY-  IN/LA PORTE
 ME2392  USGS QUAD   -  HANNA (1958)
 ME2392
 ME2392                         *CURRENT SURVEY CONTROL
 ME2392  ___________________________________________________________________
 ME2392* NAD 83(1997)-  41 24 43.52953(N)    086 46 42.01800(W)     ADJUSTED  
 ME2392* NAVD 88     -       217.     (meters)     712.     (feet)  SCALED    
 ME2392  ___________________________________________________________________
 ME2392  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 ME2392  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME2392
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2392
 ME2392.The geoid height was determined by GEOID03.
 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     -   0.99997129  x   0.99997467  =   0.99994596
 ME2392!UTM  16      -   0.99997129  x   0.99960422  =   0.99957552
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2392.See file dsdata.txt to determine how the superseded data were derived.
 ME2392
 ME2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1852584528(NAD 83)
 ME2392_MARKER: DS = TRIANGULATION STATION DISK
 ME2392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2392'CRAWFORD.  IT IS 250 FEET EAST OF A FRAME HOUSE, 64 FEET NORTH OF THE
 ME2392'CENTER OF U.S. HIGHWAY 30, 25 FEET
 ME2392'NORTHEAST OF AN 8 INCH WALNUT TREE AND 24 FEET NORTH OF A FENCE
 ME2392'LINE AND WHITE WITNESS POST.  THE MARK IS
 ME2392'FLUSH AND THE DISK IS STAMPED HANNA 1948.
 ME2392'
 ME2392'REFERENCE MARK NO. 1 IS 83.18 FEET NORTHEAST OF THE STATION.  IT IS
 ME2392'11 FEET WEST OF AN 12 INCH TWIN OAK
 ME2392'TREE AND 5 FEET SOUTH OF A POWER LINE POLE.  THE MARK PROJECTS 12
 ME2392'INCHES AND THE DISK IS STAMPED HANNA
 ME2392'NO 1 1948.
 ME2392'
 ME2392'REFERENCE MARK NO. 2 IS 94.90 FEET NORTHWEST OF THE STATION.  IT IS
 ME2392'26 FEET NORTHWEST OF AN 18 INCH
 ME2392'ELM TREE.  THE MARK PROJECTS 12 INCHES AND THE DISK IS STAMPED HANNA
 ME2392'NO 2 1948.
 ME2392'
 ME2392'THE AZIMUTH MARK IS 0.3 MILE SOUTHEAST OF THE STATION.  IT IS 150
 ME2392'FEET NORTHWEST OF A FRAME HOUSE,
 ME2392'28 FEET EAST OF THE CENTER OF A PAVED ROAD, 4 FEET WEST OF A WHITE
 ME2392'WITNESS POST AND 1 FOOT SOUTH OF A
 ME2392'FENCE LINE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 ME2392'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,
 ME2392'TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.1 MILE TO A PAVED
 ME2392'T-ROAD, TURN LEFT AND GO 0.3 MILE TO
 ME2392'THE 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
 ME2392'STATION AND THE RMS WERE LOCATED HAS BEEN
 ME2392'GRADED DOWN AND THE MARKS MAY HAVE
 ME2392'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
 ME2392'THOMPSON STREET
 ME2392'FROM THE CROSSING OF THE PENN CENTRAL RAILROAD ST
 ME2392'HANNA, THENCE 0.3 MILE EAST ALONG
 ME2392'WHEELER STREET, AT THE EAST EDGE
 ME2392'OF THE SMALL VILLAGE OF HANNA, AT THE OUTSIDE OF A
 ME2392'SHARP CURVE,
 ME2392'AT THE JUNCTION OF COUNTY ROAD 400 WEST LEADING SOUTH, IN SECTION
 ME2392'8, R 3 W, T 34 N,
 ME2392'19-1/2 FEET WEST OF THE EXTENDED CENTER LINE OF THE
 ME2392'COUNTY ROAD, 11 FEET WEST OF A FENCE
 ME2392'CORNER, 1 FOOT SOUTH OF A
 ME2392'FENCE LINE, 0.9 FOOT WEST OF A METAL WITNESS POST, SET
 ME2392'IN THE TOP OF
 ME2392'A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE
 ME2392'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 = OCTOBER  6, 2006
 ME0548 ***********************************************************************
 ME0548  DESIGNATION -  HANNA AZ MK
 ME0548  PID         -  ME0548
 ME0548  STATE/COUNTY-  IN/LA PORTE
 ME0548  USGS QUAD   -  HANNA (1958)
 ME0548
 ME0548                         *CURRENT SURVEY CONTROL
 ME0548  ___________________________________________________________________
 ME0548* NAD 83(1986)-  41 24 32.     (N)    086 46 26.     (W)     SCALED    
 ME0548* NAVD 88     -       213.283  (meters)     699.75   (feet)  ADJUSTED  
 ME0548  ___________________________________________________________________
 ME0548  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0548  DYNAMIC HT  -         213.196 (meters)     699.46  (feet)  COMP
 ME0548  MODELED GRAV-     980,211.8   (mgal)                       NAVD 88
 ME0548
 ME0548  VERT ORDER  -  FIRST     CLASS I
 ME0548
 ME0548.The horizontal coordinates were scaled from a topographic map and have
 ME0548.an estimated accuracy of +/- 6 seconds.
 ME0548
 ME0548.The orthometric height was determined by differential leveling
 ME0548.and adjusted by the National Geodetic Survey in June 1991..
 ME0548
 ME0548.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0548.See file dsdata.txt to determine how the superseded data were derived.
 ME0548
 ME0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL188841(NAD 83)
 ME0548_MARKER: DZ = AZIMUTH MARK DISK
 ME0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0548_SP_SET: CONCRETE POST
 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             NGS
 ME0548  HISTORY     - 1987     GOOD             USPSQD
 ME0548  HISTORY     - 19920901 GOOD             NGS
 ME0548
 ME0548                          STATION DESCRIPTION
 ME0548
 ME0548'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1067 ***********************************************************************
 HZ1067  DESIGNATION -  HANOVER
 HZ1067  PID         -  HZ1067
 HZ1067  STATE/COUNTY-  IN/JEFFERSON
 HZ1067  USGS QUAD   -  MADISON WEST (1993)
 HZ1067
 HZ1067                         *CURRENT SURVEY CONTROL
 HZ1067  ___________________________________________________________________
 HZ1067* NAD 83(1997)-  38 42 45.00514(N)    085 27 24.29033(W)     ADJUSTED  
 HZ1067* NAVD 88     -       229.994  (meters)     754.57   (feet)  ADJUSTED  
 HZ1067  ___________________________________________________________________
 HZ1067  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 HZ1067  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ1067  DYNAMIC HT  -         229.842 (meters)     754.07  (feet)  COMP
 HZ1067  MODELED GRAV-     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
 HZ1067.and adjusted by the National Geodetic Survey in June 1991..
 HZ1067
 HZ1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1067
 HZ1067.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996922  x   0.99997077  =   0.99993999
 HZ1067!SPC KY1Z     -   0.99996922  x   1.00001137  =   0.99998059
 HZ1067!SPC KY N     -   0.99996922  x   0.99997121  =   0.99994043
 HZ1067!UTM  16      -   0.99996922  x   0.99982170  =   0.99979093
 HZ1067
 HZ1067:                Primary Azimuth Mark                     Grid Az
 HZ1067:SPC IN E     -  HANOVER AZ MK                            001 43 30.2
 HZ1067:SPC KY1Z     -  HANOVER AZ MK                            001 40 34.6
 HZ1067:SPC KY N     -  HANOVER AZ MK                            002 36 25.2
 HZ1067:UTM  16      -  HANOVER AZ MK                            000 53 27.7
 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
 HZ1067.Superseded values are not recommended for survey control.
 HZ1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1067.See file dsdata.txt to determine how the superseded data were derived.
 HZ1067
 HZ1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3417686004(NAD 83)
 HZ1067_MARKER: DS = TRIANGULATION STATION DISK
 HZ1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1067_STAMPING: HANOVER 1947
 HZ1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1067+STABILITY: SURFACE MOTION
 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             NGS
 HZ1067  HISTORY     - 1976     GOOD             NGS
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1064 ***********************************************************************
 HZ1064  DESIGNATION -  HANOVER AZIMUTH
 HZ1064  PID         -  HZ1064
 HZ1064  STATE/COUNTY-  IN/JEFFERSON
 HZ1064  USGS QUAD   -  MADISON WEST (1993)
 HZ1064
 HZ1064                         *CURRENT SURVEY CONTROL
 HZ1064  ___________________________________________________________________
 HZ1064* NAD 83(1986)-  38 43 59.     (N)    085 27 18.     (W)     SCALED    
 HZ1064* NAVD 88     -       245.484  (meters)     805.39   (feet)  ADJUSTED  
 HZ1064  ___________________________________________________________________
 HZ1064  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ1064  DYNAMIC HT  -         245.323 (meters)     804.86  (feet)  COMP
 HZ1064  MODELED GRAV-     979,966.9   (mgal)                       NAVD 88
 HZ1064
 HZ1064  VERT ORDER  -  FIRST     CLASS II
 HZ1064
 HZ1064.The horizontal coordinates were scaled from a topographic map and have
 HZ1064.an estimated accuracy of +/- 6 seconds.
 HZ1064
 HZ1064.The orthometric height was determined by differential leveling
 HZ1064.and adjusted by the National Geodetic Survey in June 1991..
 HZ1064
 HZ1064.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1064.See file dsdata.txt to determine how the superseded data were derived.
 HZ1064
 HZ1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH342882(NAD 83)
 HZ1064_MARKER: DZ = AZIMUTH MARK DISK
 HZ1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1064_STAMPING: HANOVER 1947
 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             NGS
 HZ1064
 HZ1064                          STATION DESCRIPTION
 HZ1064
 HZ1064'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ2048 ***********************************************************************
 HZ2048  DESIGNATION -  HANOVER COLLEGE WATER TANK
 HZ2048  PID         -  HZ2048
 HZ2048  STATE/COUNTY-  IN/JEFFERSON
 HZ2048  USGS QUAD   -  MADISON WEST (1993)
 HZ2048
 HZ2048                         *CURRENT SURVEY CONTROL
 HZ2048  ___________________________________________________________________
 HZ2048* NAD 83(1997)-  38 42 55.63749(N)    085 27 48.36576(W)     ADJUSTED  
 HZ2048* NAVD 88     -                                                        
 HZ2048  ___________________________________________________________________
 HZ2048  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 HZ2048  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ2048
 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
 HZ2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2048
 HZ2048.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2048
 HZ2048  NAD 83(1995)-  38 42 55.63744(N)    085 27 48.36373(W) AD(       ) 4
 HZ2048  NAD 83(1993)-  38 42 55.63757(N)    085 27 48.36419(W) AD(       ) 4
 HZ2048  NAD 83(1986)-  38 42 55.63899(N)    085 27 48.37035(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2048.See file dsdata.txt to determine how the superseded data were derived.
 HZ2048
 HZ2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3358986322(NAD 83)
 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 = OCTOBER  6, 2006
 HZ1066 ***********************************************************************
 HZ1066  DESIGNATION -  HANOVER RM 2
 HZ1066  PID         -  HZ1066
 HZ1066  STATE/COUNTY-  IN/JEFFERSON
 HZ1066  USGS QUAD   -  MADISON WEST (1993)
 HZ1066
 HZ1066                         *CURRENT SURVEY CONTROL
 HZ1066  ___________________________________________________________________
 HZ1066* NAD 83(1986)-  38 42 44.     (N)    085 27 24.     (W)     SCALED    
 HZ1066* NAVD 88     -       230.647  (meters)     756.71   (feet)  ADJUSTED  
 HZ1066  ___________________________________________________________________
 HZ1066  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ1066  DYNAMIC HT  -         230.495 (meters)     756.22  (feet)  COMP
 HZ1066  MODELED GRAV-     979,965.7   (mgal)                       NAVD 88
 HZ1066
 HZ1066  VERT ORDER  -  FIRST     CLASS II
 HZ1066
 HZ1066.The horizontal coordinates were scaled from a topographic map and have
 HZ1066.an estimated accuracy of +/- 6 seconds.
 HZ1066
 HZ1066.The orthometric height was determined by differential leveling
 HZ1066.and adjusted by the National Geodetic Survey in June 1991..
 HZ1066
 HZ1066.The geoid height was determined by GEOID03.
 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     -   384,570.      118,260.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1066.See file dsdata.txt to determine how the superseded data were derived.
 HZ1066
 HZ1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH341859(NAD 83)
 HZ1066_MARKER: DR = REFERENCE MARK DISK
 HZ1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1066_STAMPING: HANOVER NO 2 1947
 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             NGS
 HZ1066
 HZ1066                          STATION DESCRIPTION
 HZ1066
 HZ1066'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0498 ***********************************************************************
 JA0498  DESIGNATION -  HAR 1 INFCC
 JA0498  PID         -  JA0498
 JA0498  STATE/COUNTY-  IN/HARRISON
 JA0498  USGS QUAD   -  LEAVENWORTH (1980)
 JA0498
 JA0498                         *CURRENT SURVEY CONTROL
 JA0498  ___________________________________________________________________
 JA0498* NAD 83(1986)-  38 11 51.     (N)    086 18 31.     (W)     SCALED    
 JA0498* NAVD 88     -       126.657  (meters)     415.54   (feet)  ADJUSTED  
 JA0498  ___________________________________________________________________
 JA0498  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JA0498  DYNAMIC HT  -         126.567 (meters)     415.25  (feet)  COMP
 JA0498  MODELED GRAV-     979,918.0   (mgal)                       NAVD 88
 JA0498
 JA0498  VERT ORDER  -  FIRST     CLASS II
 JA0498
 JA0498.The horizontal coordinates were scaled from a topographic map and have
 JA0498.an estimated accuracy of +/- 6 seconds.
 JA0498
 JA0498.The orthometric height was determined by differential leveling
 JA0498.and adjusted by the National Geodetic Survey in June 1991..
 JA0498
 JA0498.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0498.See file dsdata.txt to determine how the superseded data were derived.
 JA0498
 JA0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH605279(NAD 83)
 JA0498_MARKER: DD = SURVEY DISK
 JA0498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0498_SP_SET: BRIDGE
 JA0498_STAMPING: HAR 1 1964
 JA0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0498
 JA0498  HISTORY     - Date     Condition        Report By
 JA0498  HISTORY     - 1964     MONUMENTED       INFCC
 JA0498  HISTORY     - 1965     GOOD             NGS
 JA0498
 JA0498                          STATION DESCRIPTION
 JA0498
 JA0498'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1600 ***********************************************************************
 HZ1600  DESIGNATION -  HAR S 7
 HZ1600  PID         -  HZ1600
 HZ1600  STATE/COUNTY-  IN/HARRISON
 HZ1600  USGS QUAD   -  KOSMOSDALE (1994)
 HZ1600
 HZ1600                         *CURRENT SURVEY CONTROL
 HZ1600  ___________________________________________________________________
 HZ1600* NAD 83(1986)-  38 00 13.     (N)    085 59 04.     (W)     SCALED    
 HZ1600* NAVD 88     -       128.736  (meters)     422.36   (feet)  ADJUSTED  
 HZ1600  ___________________________________________________________________
 HZ1600  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 HZ1600  DYNAMIC HT  -         128.645 (meters)     422.06  (feet)  COMP
 HZ1600  MODELED GRAV-     979,921.6   (mgal)                       NAVD 88
 HZ1600
 HZ1600  VERT ORDER  -  FIRST     CLASS II
 HZ1600
 HZ1600.The horizontal coordinates were scaled from a topographic map and have
 HZ1600.an estimated accuracy of +/- 6 seconds.
 HZ1600
 HZ1600.The orthometric height was determined by differential leveling
 HZ1600.and adjusted by the National Geodetic Survey in June 1991..
 HZ1600
 HZ1600.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1600.See file dsdata.txt to determine how the superseded data were derived.
 HZ1600
 HZ1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH891067(NAD 83)
 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             NGS
 HZ1600
 HZ1600                          STATION DESCRIPTION
 HZ1600
 HZ1600'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0790 ***********************************************************************
 LA0790  DESIGNATION -  HARBER
 LA0790  PID         -  LA0790
 LA0790  STATE/COUNTY-  IN/ALLEN
 LA0790  USGS QUAD   -  OSSIAN (1981)
 LA0790
 LA0790                         *CURRENT SURVEY CONTROL
 LA0790  ___________________________________________________________________
 LA0790* NAD 83(1997)-  40 56 47.03809(N)    085 10 03.11521(W)     ADJUSTED  
 LA0790* NAVD 88     -       245.984  (meters)     807.03   (feet)  ADJUSTED  
 LA0790  ___________________________________________________________________
 LA0790  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 LA0790  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 LA0790  DYNAMIC HT  -         245.877 (meters)     806.68  (feet)  COMP
 LA0790  MODELED GRAV-     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
 LA0790.and adjusted by the National Geodetic Survey in June 1991..
 LA0790
 LA0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA0790
 LA0790.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 LA0790| PID    Reference Object                     Distance      Geod. Az  |
 LA0790|                                                           dddmmss.s |
 LA0790| LA0791 HARBER RM 1                          29.118 METERS 18918     |
 LA0790| LA0792 HARBER RM 2                          36.728 METERS 27549     |
 LA0790| LA0789 HARBER AZ MK                        465.365 METERS 3551811.2 |
 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
 LA0790.Superseded values are not recommended for survey control.
 LA0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0790.See file dsdata.txt to determine how the superseded data were derived.
 LA0790
 LA0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5424234424(NAD 83)
 LA0790_MARKER: DS = TRIANGULATION STATION DISK
 LA0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0790_STAMPING: HARBER-1946
 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     SEE DESCRIPTION  CGS
 LA0790  HISTORY     - 1955     SEE DESCRIPTION  CGS
 LA0790  HISTORY     - 1963     GOOD             CGS
 LA0790  HISTORY     - 1968     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 LA0789 ***********************************************************************
 LA0789  DESIGNATION -  HARBER AZ MK
 LA0789  PID         -  LA0789
 LA0789  STATE/COUNTY-  IN/ALLEN
 LA0789  USGS QUAD   -  OSSIAN (1981)
 LA0789
 LA0789                         *CURRENT SURVEY CONTROL
 LA0789  ___________________________________________________________________
 LA0789* NAD 83(1997)-  40 57 02.07314(N)    085 10 04.74449(W)     ADJUSTED  
 LA0789* NAVD 88     -       243.833  (meters)     799.98   (feet)  ADJUSTED  
 LA0789  ___________________________________________________________________
 LA0789  X           -     406,377.335 (meters)                     COMP
 LA0789  Y           -  -4,807,203.121 (meters)                     COMP
 LA0789  Z           -   4,158,417.203 (meters)                     COMP
 LA0789  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 LA0789  ELLIP HEIGHT-         210.47  (meters)          (11/27/02) GPS OBS
 LA0789  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LA0789  DYNAMIC HT  -         243.727 (meters)     799.63  (feet)  COMP
 LA0789  MODELED GRAV-     980,185.0   (mgal)                       NAVD 88
 LA0789
 LA0789  HORZ ORDER  -  FIRST
 LA0789  VERT ORDER  -  SECOND    CLASS 0
 LA0789  ELLP ORDER  -  FOURTH    CLASS I
 LA0789
 LA0789.The horizontal coordinates were established by GPS observations
 LA0789.and adjusted by the National Geodetic Survey in November 2002..
 LA0789
 LA0789.The orthometric height was determined by differential leveling
 LA0789.and adjusted by the National Geodetic Survey in June 1991..
 LA0789
 LA0789.Photographs are available 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 DEFLEC99 derived deflections.
 LA0789
 LA0789.The ellipsoidal height was determined by GPS observations
 LA0789.and is referenced to NAD 83.
 LA0789
 LA0789.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 LA0789;SPC IN E     -   633,189.417   141,986.711   MT  0.99998836   +0 19 36.6
 LA0789;SPC IN E     - 2,077,388.95    465,834.73   sFT  0.99998836   +0 19 36.6
 LA0789;UTM  16      - 4,534,886.517   654,194.092   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  =   0.99985963
 LA0789
 LA0789                          SUPERSEDED SURVEY CONTROL
 LA0789
 LA0789  NAD 83(1997)-  40 57 02.07303(N)    085 10 04.74457(W) AD(       ) 1
 LA0789  ELLIP H (03/18/02)  210.48   (m)                       GP(       ) 4 1
 LA0789  NAVD 88 (03/18/02)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0789.See file dsdata.txt to determine how the superseded data were derived.
 LA0789
 LA0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5419434887(NAD 83)
 LA0789_MARKER: DB = BENCH MARK DISK
 LA0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0789_SP_SET: 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 - May 01, 2001
 LA0789
 LA0789  HISTORY     - Date     Condition        Report By
 LA0789  HISTORY     - 1946     MONUMENTED       CGS
 LA0789  HISTORY     - 1968     GOOD             NGS
 LA0789  HISTORY     - 20010501 GOOD             WOOLPT
 LA0789
 LA0789                          STATION DESCRIPTION
 LA0789
 LA0789'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0791 ***********************************************************************
 LA0791  DESIGNATION -  HARBER RM 1
 LA0791  PID         -  LA0791
 LA0791  STATE/COUNTY-  IN/ALLEN
 LA0791  USGS QUAD   -  OSSIAN (1981)
 LA0791
 LA0791                         *CURRENT SURVEY CONTROL
 LA0791  ___________________________________________________________________
 LA0791* NAD 83(1986)-  40 56 47.     (N)    085 10 03.     (W)     SCALED    
 LA0791* NAVD 88     -       246.095  (meters)     807.40   (feet)  ADJUSTED  
 LA0791  ___________________________________________________________________
 LA0791  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 LA0791  DYNAMIC HT  -         245.988 (meters)     807.05  (feet)  COMP
 LA0791  MODELED GRAV-     980,183.5   (mgal)                       NAVD 88
 LA0791
 LA0791  VERT ORDER  -  SECOND    CLASS 0
 LA0791
 LA0791.The horizontal coordinates were scaled from a topographic map and have
 LA0791.an estimated accuracy of +/- 6 seconds.
 LA0791
 LA0791.The orthometric height was determined by differential leveling
 LA0791.and adjusted by the National Geodetic Survey in June 1991..
 LA0791
 LA0791.The geoid height was determined by GEOID03.
 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     -   632,730.      142,030.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0791.See file dsdata.txt to determine how the superseded data were derived.
 LA0791
 LA0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL542344(NAD 83)
 LA0791_MARKER: DS = TRIANGULATION STATION DISK
 LA0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0791_STAMPING: HARBER 1-1946
 LA0791_MARK LOGO: CGS   
 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             NGS
 LA0791
 LA0791                          STATION DESCRIPTION
 LA0791
 LA0791'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0792 ***********************************************************************
 LA0792  DESIGNATION -  HARBER RM 2
 LA0792  PID         -  LA0792
 LA0792  STATE/COUNTY-  IN/ALLEN
 LA0792  USGS QUAD   -  OSSIAN (1981)
 LA0792
 LA0792                         *CURRENT SURVEY CONTROL
 LA0792  ___________________________________________________________________
 LA0792* NAD 83(1986)-  40 56 47.     (N)    085 10 03.     (W)     SCALED    
 LA0792* NAVD 88     -       246.087  (meters)     807.37   (feet)  ADJUSTED  
 LA0792  ___________________________________________________________________
 LA0792  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 LA0792  DYNAMIC HT  -         245.980 (meters)     807.02  (feet)  COMP
 LA0792  MODELED GRAV-     980,183.5   (mgal)                       NAVD 88
 LA0792
 LA0792  VERT ORDER  -  SECOND    CLASS 0
 LA0792
 LA0792.The horizontal coordinates were scaled from a topographic map and have
 LA0792.an estimated accuracy of +/- 6 seconds.
 LA0792
 LA0792.The orthometric height was determined by differential leveling
 LA0792.and adjusted by the National Geodetic Survey in June 1991..
 LA0792
 LA0792.The geoid height was determined by GEOID03.
 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     -   632,730.      142,030.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0792.See file dsdata.txt to determine how the superseded data were derived.
 LA0792
 LA0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL542344(NAD 83)
 LA0792_MARKER: DS = TRIANGULATION STATION DISK
 LA0792_SETTING: 0 = UNSPECIFIED SETTING
 LA0792_STAMPING: HARBER 2-1946
 LA0792_MARK LOGO: CGS   
 LA0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0792
 LA0792  HISTORY     - Date     Condition        Report By
 LA0792  HISTORY     - 1946     MONUMENTED       CGS
 LA0792  HISTORY     - 1968     GOOD             NGS
 LA0792
 LA0792                          STATION DESCRIPTION
 LA0792
 LA0792'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB2538 ***********************************************************************
 LB2538  DESIGNATION -  HARDEN
 LB2538  PID         -  LB2538
 LB2538  STATE/COUNTY-  IN/CLINTON
 LB2538  USGS QUAD   -  MICHIGANTOWN (1980)
 LB2538
 LB2538                         *CURRENT SURVEY CONTROL
 LB2538  ___________________________________________________________________
 LB2538* NAD 83(1997)-  40 16 44.30719(N)    086 27 03.13713(W)     ADJUSTED  
 LB2538* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 LB2538  ___________________________________________________________________
 LB2538  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 LB2538  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 LB2538
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2538
 LB2538.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 LB2538| PID    Reference Object                     Distance      Geod. Az  |
 LB2538|                                                           dddmmss.s |
 LB2538| CC9299 HARDEN RM 1                          29.763 METERS 00710     |
 LB2538| CC9298 HARDEN AZ MK                                       0925223.1 |
 LB2538| LB2524 KIRKLIN MUNICIPAL TANK              APPROX.12.3 KM 1404952.3 |
 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 2673728.8 |
 LB2538| LB2550 FRANKFORT INGRAM RICHARDSON TK      APPROX. 6.9 KM 2720600.5 |
 LB2538| LB2549 FRANKFORT CLINTON CTHSE DOME        APPROX. 5.1 KM 2724142.6 |
 LB2538| LB2548 FRANKFORT INDIANA BRASS CO TK       APPROX. 5.9 KM 2725026.7 |
 LB2538| LB2551 FRANKFORT HEATING PLANT STACK       APPROX. 5.3 KM 2740536.6 |
 LB2538| LB2539 FRANKFORT CITY POWER PLANT STK      APPROX. 4.2 KM 2805018.2 |
 LB2538| LB2547 FRANKFORT CITY PARK TANK            APPROX. 4.8 KM 2893508.5 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2538.See file dsdata.txt to determine how the superseded data were derived.
 LB2538
 LB2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4668258866(NAD 83)
 LB2538_MARKER: DS = TRIANGULATION STATION DISK
 LB2538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2538_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD1791 ***********************************************************************
 MD1791  DESIGNATION -  HARDER
 MD1791  PID         -  MD1791
 MD1791  STATE/COUNTY-  IN/ALLEN
 MD1791  USGS QUAD   -  WOODBURN NORTH (1994)
 MD1791
 MD1791                         *CURRENT SURVEY CONTROL
 MD1791  ___________________________________________________________________
 MD1791* NAD 83(1997)-  41 14 35.85202(N)    084 50 57.65840(W)     ADJUSTED  
 MD1791* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 MD1791  ___________________________________________________________________
 MD1791  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 MD1791  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MD1791
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1791
 MD1791.The geoid height was determined by GEOID03.
 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;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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1791.See file dsdata.txt to determine how the superseded data were derived.
 MD1791
 MD1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8021267996(NAD 83)
 MD1791_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1791
 MD1791  HISTORY     - Date     Condition        Report By
 MD1791  HISTORY     - 1947     MONUMENTED       CGS
 MD1791  HISTORY     - 1960     SEE DESCRIPTION  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
 MD1791'OF SPENCERVILLE AND
 MD1791'5 MILES NORTHEAST OF HARLAN, ON PROPERTY OWNED BY G.W. HARTER.  IT IS
 MD1791'109 FEET NORTH OF STATE HIGHWAY 37
 MD1791'AND A GRAVEL CROSSROAD, 106 FEET SOUTHWEST OF THE
 MD1791'BRICK FOUNDATION OF A BARN, 104 FEET NORTH OF THE
 MD1791'CENTER OF HIGHWAY 37, 37 FEET SOUTH
 MD1791'OF A 34 INCH MAPLE TREE, 25 FEET NORTH OF A 36 INCH MAPLE TREE, 25
 MD1791'FEET EAST OF THE CENTER OF A GRAVEL
 MD1791'ROAD AND 8 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 3
 MD1791'INCHES AND THE DISK IS STAMPED HARDER
 MD1791'1947.
 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
 MD1791'AND 33 FEET NORTH OF THE CENTER OF HIGHWAY 37.  THE MARK PROJECTS
 MD1791'3 INCHES AND THE DISK IS STAMPED
 MD1791'HARDER NO 1 1947.
 MD1791'
 MD1791'REFERENCE MARK NO. 2 IS 96.80 FEET SOUTH OF THE STATION, 21 FEET
 MD1791'NORTH OF HIGHWAY 37 AND 16 FEET
 MD1791'WEST OF THE CENTER OF A GRAVEL ROAD.  IT IS A STANDARD USC AND GS
 MD1791'BRONZE DISK SET FLUSH IN A DRILL HOLE
 MD1791'IN THE TOP OF A HEADWALL OF A CONCRETE CULVERT.  THE DISK
 MD1791'IS STAMPED HARDER NO 2 1947.
 MD1791'
 MD1791'THE AZIMUTH MARK IS 0.2 MILE SOUTHWEST OF THE STATION.  IT IS 37 FEET
 MD1791'NORTHWEST OF THE CENTER OF
 MD1791'HIGHWAY 37, 23 FEET NORTH-NORTHEAST OF THE CENTER OF A GRAVEL ROAD
 MD1791'AND 2.5 FEET NORTH OF A WHITE
 MD1791'WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK
 MD1791'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
 MD1791'IS 2-1/2 MILES SOUTHEAST OF NEWVILLE, GO SOUTH ON A GRAVEL ROAD FOR
 MD1791'3.8 MILES TO HIGHWAY 37.  TURN RIGHT
 MD1791'ON HIGHWAY 37 AND GO 3.1 MILES TO THE STATION ON THE
 MD1791'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
 MD1791'AZIMUTH MARK IS BELIEVED DESTROYED THO NO EVIDENCE OF REMAINS WAS
 MD1791'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
 MD1791'SAME FROM ITS CROSSING OF THE STATE LINE, AT A CROSSROADS, 95 FEET NW
 MD1791'OF CENTER LINE OF HWY., 25 FEET NE OF
 MD1791'CENTER LINE OF SCIPIO ROAD, 106 FEET SW OF SW CORNER OF
 MD1791'BRICK LOWER STORY OF BARN, 49-1/2 FEET S OF PROJECTED
 MD1791'PLANE OF S (END) BRICK WALL OF THE
 MD1791'BARN, AND 2.0 FEET NW OF STEEL WITNESS POST, DISKS ARE STAMPED HARDER
 MD1791'1947 AND SET IN 1A AND 7A MARKS, THE
 MD1791'UPPER ONE PROJECTING 0.3 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
 MD1791'IN AZIMUTH 266 DEG 30 MIN FROM STATION, 48 FEET S OF SW CORNER OF
 MD1791'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
 MD1791'DRILL HOLE IN TOP OF CONCRETE
 MD1791'CULVERT HEADWALL, 20 FEET N OF CENTER LINE OF HWY., LEVEL WITH SAME,
 MD1791'AND 16 FEET SW OF CENTER LINE OF
 MD1791'SCIPIO ROAD, IS 96.82 FT. OR 29.511 M. IN AZ. 357 DEG 12 MIN FROM
 MD1791'STATION.
 MD1791'
 MD1791'PROBING OVER THE DESCRIBED AREA AND SEARCH AROUND IT FOUND NO
 MD1791'EVIDENCE OF THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1922 ***********************************************************************
 JA1922  DESIGNATION -  HARDER
 JA1922  PID         -  JA1922
 JA1922  STATE/COUNTY-  IN/MARTIN
 JA1922  USGS QUAD   -  RUSK (1978)
 JA1922
 JA1922                         *CURRENT SURVEY CONTROL
 JA1922  ___________________________________________________________________
 JA1922* NAD 83(1997)-  38 33 43.28707(N)    086 47 10.23417(W)     ADJUSTED  
 JA1922* NAVD 88     -       220.     (meters)     722.     (feet)  SCALED    
 JA1922  ___________________________________________________________________
 JA1922  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 JA1922  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JA1922
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1922
 JA1922.The geoid height was determined by GEOID03.
 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     -   0.99997064  x   0.99997492  =   0.99994556
 JA1922!UTM  16      -   0.99997064  x   0.99960427  =   0.99957492
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1922.See file dsdata.txt to determine how the superseded data were derived.
 JA1922
 JA1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1862968197(NAD 83)
 JA1922_MARKER: DS = TRIANGULATION STATION DISK
 JA1922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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,
 JA1922'0.1 MILE NORTH OF A GRAVEL ROAD, 20 FEET EAST OF A 2
 JA1922'INCH CRAB APPLE TREE, AND IS
 JA1922'LOCATED ON THE HIGHEST POINT OF A BALD
 JA1922'HILL.  THE MARK PROJECTS 8 INCHES AND THE DISK
 JA1922'IS STAMPED HARDER 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
 JA1922'TREE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 JA1922'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
 JA1922'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
 JA1922'A GRAVEL ROAD AND IS 3.5 FEET NORTHWEST OF A
 JA1922'WITNESS POST, UNDER A FENCELINE.
 JA1922'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,
 JA1922'GO SOUTHEAST ON U S 150 FOR 2.3 MILES TO A GRAVEL
 JA1922'ROAD ON THE RIGHT, GO RIGHT FOR
 JA1922'0.1 MILE TO A CROSSROAD, CONTINUE
 JA1922'STRAIGHT AHEAD FOR 4.9 MILES TO THE SMALL VILLAGE
 JA1922'OF NORTH WINDOM,
 JA1922'THENCE CONTINUE SOUTH ON A GRAVEL ROAD FOR 0.6 MILE TO A SIDE ROAD
 JA1922'LEFT, TURN LEFT
 JA1922'AND GO EAST FOR 0.7 MILE TO A GATE ON THE LEFT, THIS
 JA1922'IS AT A POINT JUST BEFORE REACHING
 JA1922'A LARGE WHITE HOUSE ON THE RIGHT,
 JA1922'ENTER GATE AND GO NORTHWEST FOR 0.1 MILE TO THE TOP
 JA1922'OF THE HILL AND
 JA1922'THE STATION.  THE AZIMUTH IS REACHED FROM THE GATE BY CONTINUING EAST
 JA1922'ON THE GRAVEL ROAD
 JA1922'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
 JA1922'APPLE 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
 JA1922'AT THE EAST EDGE OF SHOALS, GO SOUTHEAST ON HIGHWAY 150 FOR 2.3
 JA1922'MILES TO A PAVED ROAD RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO
 JA1922'SOUTH FOR 0.1 MILE TO A PAVED CROSSROAD.  CONTINUE SOUTH ON THE
 JA1922'PAVED ROAD FOR 4.3 MILES TO A SIDE ROAD RIGHT (WAGNER CHAPEL
 JA1922'RD.).  CONTINUE SOUTH ON THE PAVED ROAD FOR 0.3 MILE TO A STEEL
 JA1922'BRIDGE.  CONTINUE SOUTH FOR 0.8 MILE TO A GRAVEL ROAD LEFT
 JA1922'(RIDGE RD.).  TURN LEFT ON RIDGE ROAD AND GO EAST FOR 0.6 MILE TO
 JA1922'THE STATION ON THE LEFT.  CONTINUE EAST FOR 0.3 MILE TO AZIMUTH
 JA1922'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 = OCTOBER  6, 2006
 MD0502 ***********************************************************************
 MD0502  DESIGNATION -  HARLAN
 MD0502  PID         -  MD0502
 MD0502  STATE/COUNTY-  IN/ALLEN
 MD0502  USGS QUAD   -  GRABILL (1992)
 MD0502
 MD0502                         *CURRENT SURVEY CONTROL
 MD0502  ___________________________________________________________________
 MD0502* NAD 83(1997)-  41 11 42.27549(N)    084 55 21.05256(W)     ADJUSTED  
 MD0502* NAVD 88     -       240.212  (meters)     788.10   (feet)  ADJUSTED  
 MD0502  ___________________________________________________________________
 MD0502  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 MD0502  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 MD0502  DYNAMIC HT  -         240.117 (meters)     787.78  (feet)  COMP
 MD0502  MODELED GRAV-     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
 MD0502.and adjusted by the National Geodetic Survey in June 1991..
 MD0502
 MD0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0502
 MD0502.The geoid height was determined by GEOID03.
 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;                    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;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 49.7
 MD0502:SPC OH N     -  HARLAN AZ MK                             002 50 43.5
 MD0502:UTM  16      -  HARLAN AZ MK                             359 53 07.1
 MD0502
 MD0502|---------------------------------------------------------------------|
 MD0502| PID    Reference Object                     Distance      Geod. Az  |
 MD0502|                                                           dddmmss.s |
 MD0502| CE6688 HARLAN AZ MK                                       0011514.2 |
 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
 MD0502.Superseded values are not recommended for survey control.
 MD0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0502.See file dsdata.txt to determine how the superseded data were derived.
 MD0502
 MD0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7420962493(NAD 83)
 MD0502_MARKER: DS = TRIANGULATION STATION DISK
 MD0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0502_STAMPING: HARLAN 1947
 MD0502_MARK LOGO: CGS   
 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     SEE DESCRIPTION  CGS
 MD0502  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MD0502  HISTORY     - 1963     GOOD             NGS
 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
 MD0502'IS 65 FEET SOUTHEAST OF SOUTHEAST CORNER OF THE SCHOOL BUILDING, 60
 MD0502'FEET NORTH OF THE CENTER OF STATE
 MD0502'HIGHWAY 37 AND 42 FEET EAST OF A FLOOD LIGHT POLE.  THE
 MD0502'MARK IS FLUSH AND THE DISK IS STAMPED HARLAN
 MD0502'1947.
 MD0502'
 MD0502'REFERENCE MARK NO. 1 IS 85.21 FEET SOUTHWEST OF THE STATION AND 24
 MD0502'FEET NORTHEAST OF THE CENTER
 MD0502'OF HIGHWAY 37.  THE MARK IS FLUSH AND THE DISK IS STAMPED HARLAN NO 1
 MD0502'1947.
 MD0502'
 MD0502'REFERENCE MARK NO. 2 IS 86.23 FEET NORTHWEST OF THE STATION.  IT IS A
 MD0502'STANDARD BRONZE REFERENCE MARK
 MD0502'DISK SET FLUSH IN A DRILL HOLE IN THE TOP OF A CONCRETE ABUTMENT OF
 MD0502'THE SCHOOL STEPS.  THE DISK IS
 MD0502'STAMPED 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
 MD0502'64 FEET NORTH OF THE CENTER OF A GRAVEL DRIVEWAY, 21 FEET NORTH OF
 MD0502'THE NORTHEAST CORNER OF A TOOL SHOP
 MD0502'AND 2.5 FEET EAST OF A WHITE WITNESS POST.
 MD0502'THE MARK PROJECTS 4 INCHES AND THE 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
 MD0502'MILE TO THE FOGLE BROTHERS FARM AND THE MARK 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'ALL MARKS RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD0502'DESCRIBED.
 MD0502'
 MD0502'ABOUT 260 YARDS WSW OF THE MAIN CORNER IN HARLAN (NO. 37 INDIANA
 MD0502'HIGHWAY AND ANTWERP ROAD), 138
 MD0502'FEET W OF INTERSECTION OF CENTER LINES OF NO. 37 HWY. AND ROBERTS
 MD0502'ROAD (THE N EXTENSION IS SPENCERVILLE
 MD0502'ROAD), 57.5 FEET NW OF CENTER LINE OF 22-FOOT ASPHALT PAVEMENT
 MD0502'OF HWY., 0.8 FOOT LOWER THAN SAME, 65 FEET
 MD0502'SE OF S CORNER OF MOST ELY WALL OF BRICK BLDG.
 MD0502'OF OLD HIGH AND NEW ELEMENTARY SCHOOL (HARLAN HIGH SCHOOL
 MD0502'1908) IS IN STONE OVER DOORWAY AN
 MD0502'ESTIMATED 10 YARDS N OF THE CORNER OF BLDG.), STANDARD DISKS ARE
 MD0502'STAMPED HARLAN 1947 AND SET IN 1A AND
 MD0502'7A 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
 MD0502'DEG 01 MIN FROM STATION, AND 24 FEET NW OF CENTER LINE OF THE
 MD0502'HIGHWAY.
 MD0502'
 MD0502'REFERENCE STAMPED HARLAN NO 2 1947, A STANDARD DISK SET IN DRILL HOLE
 MD0502'IN TOP OF THE N CONCRETE ABUTMENT
 MD0502'OF THE SCHOOL STEPS, IS 86.23 FEET OR 26.283 METERS NNW IN AZIMUTH
 MD0502'154 DEG 59 MIN FROM STATION, AND ABOUT 2
 MD0502'FEET ABOVE GROUND.
 MD0502'
 MD0502'AZIMUTH STAMPED HARLAN 1947, NOTE 16A, PROJECTS 0.3 FOOT, IS ABOUT
 MD0502'0.2 MILE N FROM THE STATION,
 MD0502'319 FEET DUE W OF CENTER LINE OF PAVED SPENCERVILLE ROAD, ON
 MD0502'ESTIMATED 75 YARDS NW OF THE FOGLE
 MD0502'FARMHOUSE, 21 FEET N OF NE CORNER OF THE CONCRETE FOUNDATION OF A
 MD0502'TOOL SHOP, 4 FEET E OF PROJECTED PLANE
 MD0502'OF E SIDE OF SAME, AND 1.5 FEET SE OF A STEEL WITNESS
 MD0502'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.
 MD0502'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE VERIFIED.
 MD0502'THE ORIGINAL DESCRIPTION IS
 MD0502'ADEQUATE WITH THE FOLLOWING ADDITION.  A TRAVERSE CONNECTION
 MD0502'WAS MADE TO AN 8 FOOT DIAMETER CAMERA
 MD0502'TARGET (162.172 FEET) NAMED SMALL 1963.
 MD0502
 MD0502                          STATION RECOVERY (1963)
 MD0502
 MD0502'RECOVERY NOTE BY NATIONAL 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
 MD0502'FT).  THE DISTANCE TO REFERENCE MARK 1 CHECKED THE OLD DATA.  NO NEW
 MD0502'AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  STATION SMALL 1963, A
 MD0502'CAMERA TARGET WAS SEARCHED FOR BUT NOT FOUND.  THE WHOLE AREA HAS BEEN
 MD0502'RE-LANDSCAPED AND THE STATION MAY ALL SO BE UNDERGROUND, BUT NO
 MD0502'DIGGING WAS DONE TO FINE IT AT THIS TIME.  THE DISTANCE TO THE STATION
 MD0502'IS STILL ADEQUATE.  THE STATION IS LOCATED AT THE SITE OF THE 1908
 MD0502'HARLAN HIGH SCHOOL GROUNDS ON PROPERTY NOW BELONGING TO JAMES AND
 MD0502'KEITH KLOPFENSTEIN OF HARLAN, INDIANA.  THE STATION IS A STANDARD NGS
 MD0502'DISK STAMPED,---HARLAN 1947---, SET INTO THE TOP OF A SQUARE CONCRETE
 MD0502'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, RECESSED, 4 INCHES (12 CM)
 MD0502'BELOW THE GROUND.  THE STATION IS LOCATED 19.812 METERS (65.000 FT)
 MD0502'SOUTHEAST FROM THE SOUTH CORNER OF THE MOST EASTERLY WALL OF THE 1908
 MD0502'HIGH SCHOOL, 14.204 METERS (46.601 FT) WEST FROM A 42 INCH WALNUT
 MD0502'TREE, 13.838 METERS (45.400 FT) NORTH FROM A UTILITY POLE, AND 17.252
 MD0502'METERS (56.601 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF STATE
 MD0502'HIGHWAY 37 AND EAST FROM A 4 INCH TWIN TRUNKED CEDAR TREE IN THE
 MD0502'CENTER OF A 10 FOOT (3.0 M) ROCK GARDEN.  REFERENCE MARK NO 1 IS A
 MD0502'STANDARD NGS DISK STAMPED,---HARLAN NO 1 1947---, SET INTO THE TOP OF
 MD0502'A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, RECESSED, 6
 MD0502'INCHES (18 CM) BELOW THE GROUND.  THE STATION IS LOCATED 5.913 METERS
 MD0502'(19.400 FT) NORTHWEST FROM THE CENTERLINE OF HIGHWAY 37, 14.691 METERS
 MD0502'(48.199 FT) WEST-SOUTHWEST FROM THE UTILITY POLE, 18.288 METERS
 MD0502'(60.000 FT) EAST FROM THE CENTERLINE OF A GRAVELED DRIVEWAY AND 6.706
 MD0502'METERS (22.001 FT) EAST FROM A 48 INCH ASH TREE, AND 0.2 METERS (0.7
 MD0502'FT) LOWER THAN THE STATION.  REFERENCE MARK NO 2 IS A STANDARD NGS
 MD0502'DISK STAMPED,---HARLAN NO 2 1947---, CEMENTED IN A DRILL HOLE IN THE
 MD0502'NORTH CONCRETE ABUTMENT OF THE FRONT STEPS INTO HIGH SCHOOL.  AZIMUTH
 MD0502'MARK NO 1 IS A STANDARD NGS DISK STAMPED,---HARLAN 1947---, SET INTO
 MD0502'THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 MD0502'PROJECTING, 3 INCHES (6 CM) ABOVE THE GROUND.  THE STATION IS LOCATED
 MD0502'97.536 METERS (319.999 FT) WEST FROM THE CENTERLINE OF SPENCERVILLE
 MD0502'ROAD, 6.401 METERS (21.001 FT) NORTH FROM THE NORTHEAST CORNER OF A
 MD0502'TOOL SHED AND 0.305 METERS (1.001 FT) SOUTHEAST FROM A METAL WITNESS
 MD0502'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0501 ***********************************************************************
 MD0501  DESIGNATION -  HARLAN RM 1
 MD0501  PID         -  MD0501
 MD0501  STATE/COUNTY-  IN/ALLEN
 MD0501  USGS QUAD   -  GRABILL (1992)
 MD0501
 MD0501                         *CURRENT SURVEY CONTROL
 MD0501  ___________________________________________________________________
 MD0501* NAD 83(1986)-  41 11 43.     (N)    084 55 21.     (W)     SCALED    
 MD0501* NAVD 88     -       240.066  (meters)     787.62   (feet)  ADJUSTED  
 MD0501  ___________________________________________________________________
 MD0501  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 MD0501  DYNAMIC HT  -         239.970 (meters)     787.30  (feet)  COMP
 MD0501  MODELED GRAV-     980,220.6   (mgal)                       NAVD 88
 MD0501
 MD0501  VERT ORDER  -  SECOND    CLASS 0
 MD0501
 MD0501.The horizontal coordinates were scaled from a topographic map and have
 MD0501.an estimated accuracy of +/- 6 seconds.
 MD0501
 MD0501.The orthometric height was determined by differential leveling
 MD0501.and adjusted by the National Geodetic Survey in June 1991..
 MD0501
 MD0501.The geoid height was determined by GEOID03.
 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     -   660,510.      162,420.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0501.See file dsdata.txt to determine how the superseded data were derived.
 MD0501
 MD0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL742625(NAD 83)
 MD0501_MARKER: DR = REFERENCE MARK DISK
 MD0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0501_STAMPING: HARLAN NO 1 1947
 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             NGS
 MD0501  HISTORY     - 1984     GOOD             NGS
 MD0501  HISTORY     - 1984     GOOD             NGS
 MD0501
 MD0501                          STATION DESCRIPTION
 MD0501
 MD0501'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0503 ***********************************************************************
 MD0503  DESIGNATION -  HARLAN RM 2
 MD0503  PID         -  MD0503
 MD0503  STATE/COUNTY-  IN/ALLEN
 MD0503  USGS QUAD   -  GRABILL (1992)
 MD0503
 MD0503                         *CURRENT SURVEY CONTROL
 MD0503  ___________________________________________________________________
 MD0503* NAD 83(1986)-  41 11 43.     (N)    084 55 21.     (W)     SCALED    
 MD0503* NAVD 88     -       241.243  (meters)     791.48   (feet)  ADJUSTED  
 MD0503  ___________________________________________________________________
 MD0503  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 MD0503  DYNAMIC HT  -         241.147 (meters)     791.16  (feet)  COMP
 MD0503  MODELED GRAV-     980,220.6   (mgal)                       NAVD 88
 MD0503
 MD0503  VERT ORDER  -  SECOND    CLASS 0
 MD0503
 MD0503.The horizontal coordinates were scaled from a topographic map and have
 MD0503.an estimated accuracy of +/- 6 seconds.
 MD0503
 MD0503.The orthometric height was determined by differential leveling
 MD0503.and adjusted by the National Geodetic Survey in June 1991..
 MD0503
 MD0503.The geoid height was determined by GEOID03.
 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     -   660,510.      162,420.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0503.See file dsdata.txt to determine how the superseded data were derived.
 MD0503
 MD0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL742625(NAD 83)
 MD0503_MARKER: DR = REFERENCE MARK DISK
 MD0503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0503_SP_SET: STEPS ABUTMENT
 MD0503_STAMPING: HARLAN NO 2 1947
 MD0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0503
 MD0503  HISTORY     - Date     Condition        Report By
 MD0503  HISTORY     - 1947     MONUMENTED       CGS
 MD0503  HISTORY     - 1963     GOOD             NGS
 MD0503  HISTORY     - 1984     GOOD             NGS
 MD0503  HISTORY     - 1984     GOOD             NGS
 MD0503
 MD0503                          STATION DESCRIPTION
 MD0503
 MD0503'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB2636 ***********************************************************************
 LB2636  DESIGNATION -  HARLEY
 LB2636  PID         -  LB2636
 LB2636  STATE/COUNTY-  IN/CARROLL
 LB2636  USGS QUAD   -  DELPHI (1979)
 LB2636
 LB2636                         *CURRENT SURVEY CONTROL
 LB2636  ___________________________________________________________________
 LB2636* NAD 83(1997)-  40 32 24.02216(N)    086 38 20.43627(W)     ADJUSTED  
 LB2636* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 LB2636  ___________________________________________________________________
 LB2636  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 LB2636  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 LB2636
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2636
 LB2636.The geoid height was determined by GEOID03.
 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  =   0.99958361
 LB2636
 LB2636:                Primary Azimuth Mark                     Grid Az
 LB2636:SPC IN W     -  CAMDEN MUNICIPAL TANK                    047 35 44.0
 LB2636:UTM  16      -  CAMDEN MUNICIPAL TANK                    047 38 59.0
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2636.See file dsdata.txt to determine how the superseded data were derived.
 LB2636
 LB2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3057087758(NAD 83)
 LB2636_MARKER: DS = TRIANGULATION STATION DISK
 LB2636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2636
 LB2636  HISTORY     - Date     Condition        Report By
 LB2636  HISTORY     - 1948     MONUMENTED       CGS
 LB2636  HISTORY     - 1954     GOOD             CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8495 ***********************************************************************
 AE8495  CBN         -  This is a Cooperative Base Network Control Station.
 AE8495  DESIGNATION -  HARM
 AE8495  PID         -  AE8495
 AE8495  STATE/COUNTY-  IN/POSEY
 AE8495  USGS QUAD   -  SOLITUDE (1981)
 AE8495
 AE8495                         *CURRENT SURVEY CONTROL
 AE8495  ___________________________________________________________________
 AE8495* NAD 83(1997)-  38 03 43.95839(N)    087 57 58.89752(W)     ADJUSTED  
 AE8495* NAVD 88     -       115.4    (meters)     379.     (feet)  GPS OBS   
 AE8495  ___________________________________________________________________
 AE8495  X           -     178,433.468 (meters)                     COMP
 AE8495  Y           -  -5,025,074.856 (meters)                     COMP
 AE8495  Z           -   3,910,935.276 (meters)                     COMP
 AE8495  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 AE8495  ELLIP HEIGHT-          84.74  (meters)          (04/10/98) GPS OBS
 AE8495  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 AE8495
 AE8495  HORZ ORDER  -  B
 AE8495  ELLP ORDER  -  FOURTH    CLASS I
 AE8495
 AE8495.The horizontal coordinates were established by GPS observations
 AE8495.and adjusted by the National Geodetic Survey in April 1998..
 AE8495
 AE8495.The orthometric height was determined by GPS observations and a
 AE8495.high-resolution geoid model.
 AE8495
 AE8495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8495
 AE8495.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8495
 AE8495.The ellipsoidal height was determined by GPS observations
 AE8495.and is referenced to NAD 83.
 AE8495
 AE8495.The geoid height was determined by GEOID03.
 AE8495
 AE8495;                    North         East     Units Scale Factor Converg.
 AE8495;SPC IN W     -   312,767.158   822,508.962   MT  1.00004059   -0 32 39.9
 AE8495;SPC IN W     - 1,026,136.92  2,698,514.82   sFT  1.00004059   -0 32 39.9
 AE8495;UTM  16      - 4,213,158.230   415,226.887   MT  0.99968851   -0 35 44.9
 AE8495
 AE8495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8495!SPC IN W     -   0.99998670  x   1.00004059  =   1.00002729
 AE8495!UTM  16      -   0.99998670  x   0.99968851  =   0.99967522
 AE8495
 AE8495                          SUPERSEDED SURVEY CONTROL
 AE8495
 AE8495.No superseded survey control is available for this station.
 AE8495
 AE8495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH1522713158(NAD 83)
 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 - July 27, 2006
 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
 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'
 AE8495
 AE8495                          STATION RECOVERY (2006)
 AE8495
 AE8495'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (WAE)
 AE8495'NO WITNESS POST. DESCRIPTION TIES ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1764 ***********************************************************************
 KA1764  DESIGNATION -  HARMONY
 KA1764  PID         -  KA1764
 KA1764  STATE/COUNTY-  IN/CLAY
 KA1764  USGS QUAD   -  BRAZIL EAST (1986)
 KA1764
 KA1764                         *CURRENT SURVEY CONTROL
 KA1764  ___________________________________________________________________
 KA1764* NAD 83(1997)-  39 32 50.68893(N)    087 04 13.73485(W)     ADJUSTED  
 KA1764* NAVD 88     -       222.     (meters)     728.     (feet)  SCALED    
 KA1764  ___________________________________________________________________
 KA1764  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 KA1764  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KA1764
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1764
 KA1764.The geoid height was determined by GEOID03.
 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     -  HARMONY AZ MK                            000 28 32.1
 KA1764:UTM  16      -  HARMONY AZ MK                            000 31 43.2
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1764.See file dsdata.txt to determine how the superseded data were derived.
 KA1764
 KA1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9394477529(NAD 83)
 KA1764_MARKER: DS = TRIANGULATION STATION DISK
 KA1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA2055 ***********************************************************************
 JA2055  DESIGNATION -  HARMONY
 JA2055  PID         -  JA2055
 JA2055  STATE/COUNTY-  IN/POSEY
 JA2055  USGS QUAD   -  SOLITUDE (1981)
 JA2055
 JA2055                         *CURRENT SURVEY CONTROL
 JA2055  ___________________________________________________________________
 JA2055* NAD 83(1997)-  38 07 28.25486(N)    087 56 00.99901(W)     ADJUSTED  
 JA2055* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 JA2055  ___________________________________________________________________
 JA2055  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 JA2055  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 JA2055
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2055
 JA2055.The geoid height was determined by GEOID03.
 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;SPC IL E     -   161,870.885   335,048.357   MT  0.99999012   +0 14 48.4
 JA2055;SPC IL E     -   531,071.40  1,099,237.82   sFT  0.99999012   +0 14 48.4
 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     -   0.99998649  x   1.00003510  =   1.00002159
 JA2055!SPC IL E     -   0.99998649  x   0.99999012  =   0.99997661
 JA2055!UTM  16      -   0.99998649  x   0.99968247  =   0.99966897
 JA2055
 JA2055:                Primary Azimuth Mark                     Grid Az
 JA2055:SPC IN W     -  NEW HARMONY MUNICIPAL TANK               030 40 56.9
 JA2055:SPC IL E     -  NEW HARMONY MUNICIPAL TANK               029 54 38.6
 JA2055:UTM  16      -  NEW HARMONY MUNICIPAL TANK               030 44 02.1
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2055.See file dsdata.txt to determine how the superseded data were derived.
 JA2055
 JA2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH1816920042(NAD 83)
 JA2055_MARKER: DS = TRIANGULATION STATION DISK
 JA2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2055_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JA2055
 JA2055  HISTORY     - Date     Condition        Report By
 JA2055  HISTORY     - 1967     MONUMENTED       CGS
 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
 JA2055'OF NEW HARMONY.
 JA2055'
 JA2055'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 68 AND 69 IN
 JA2055'NEW HARMONY, GO
 JA2055'SOUTH ON STATE HIGHWAY 69 FOR 0.25 MILE TO THE WEST
 JA2055'ENTRANCE OF MURPHY PARK.  TURN
 JA2055'LEFT AND GO EAST ON A PAVED DRIVE
 JA2055'ALONG SOUTH SIDE OF THE PARK FOR 0.1 MILE TO THE
 JA2055'STATION ON THE RIGHT AS 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
 JA2055'FEET NORTHEAST OF A 4-FOOT OAK TREE, 31 FEET SOUTH OF THE
 JA2055'CENTER OF A BLACK TOP ROAD
 JA2055'AND 30 FEET NORTHEAST OF A METAL WITNESS POST.
 JA2055'
 JA2055'RM NO 1, STAMPED HARMONY NO 1 1967 IS SET FLUSH WITH THE GROUND
 JA2055'SURFACE.  IT IS
 JA2055'102 FEET SOUTH OF THE SOUTHEAST CORNER OF A PICNIC
 JA2055'SHELTER, 46.5 FEET NORTH OF A
 JA2055'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
 JA2055'FEET NORTH OF THE CENTER OF THE BLACK TOP ROAD, 27
 JA2055'FEET NORTH OF A 4-FOOT OAK TREE AND
 JA2055'11.7 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
 JA2055'FEET NORTHEAST OF THE CENTER OF THE BLACK TOP
 JA2055'ROAD, 33 FEET NORTH OF A 30-INCH OAK
 JA2055'TREE AND 27 FEET NORTHEAST OF A
 JA2055'28-INCH OAK TREE.
 JA2055'
 JA2055'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2328 ***********************************************************************
 ME2328  DESIGNATION -  HARRIS
 ME2328  PID         -  ME2328
 ME2328  STATE/COUNTY-  IN/MARSHALL
 ME2328  USGS QUAD   -  LA PAZ (1972)
 ME2328
 ME2328                         *CURRENT SURVEY CONTROL
 ME2328  ___________________________________________________________________
 ME2328* NAD 83(1997)-  41 24 02.44111(N)    086 18 29.68317(W)     ADJUSTED  
 ME2328* NAVD 88     -       253.60   (+/-2cm)     832.0    (feet)  VERTCON   
 ME2328  ___________________________________________________________________
 ME2328  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 ME2328  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 ME2328
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2328
 ME2328.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2328
 ME2328.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  253.71   (m)          832.4    (f) LEVELING    3  
 ME2328
 ME2328.Superseded values are not recommended for survey control.
 ME2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2328.See file dsdata.txt to determine how the superseded data were derived.
 ME2328
 ME2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5782483469(NAD 83)
 ME2328_MARKER: DS = TRIANGULATION STATION DISK
 ME2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2348 ***********************************************************************
 HZ2348  DESIGNATION -  HARRIS
 HZ2348  PID         -  HZ2348
 HZ2348  STATE/COUNTY-  IN/WASHINGTON
 HZ2348  USGS QUAD   -  SOUTH BOSTON (1994)
 HZ2348
 HZ2348                         *CURRENT SURVEY CONTROL
 HZ2348  ___________________________________________________________________
 HZ2348* NAD 83(1997)-  38 34 43.70676(N)    085 57 27.21297(W)     ADJUSTED  
 HZ2348* NAVD 88     -       286.     (meters)     938.     (feet)  SCALED    
 HZ2348  ___________________________________________________________________
 HZ2348  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 HZ2348  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 HZ2348
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2348
 HZ2348.The geoid height was determined by GEOID03.
 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  =   0.99993498
 HZ2348!UTM  16      -   0.99996040  x   0.99970153  =   0.99966194
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2348.See file dsdata.txt to determine how the superseded data were derived.
 HZ2348
 HZ2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9080170553(NAD 83)
 HZ2348_MARKER: DS = TRIANGULATION STATION DISK
 HZ2348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ3295 ***********************************************************************
 JZ3295  DESIGNATION -  HARRISBURG HARRISON SCH STK
 JZ3295  PID         -  JZ3295
 JZ3295  STATE/COUNTY-  IN/FAYETTE
 JZ3295  USGS QUAD   -  CONNERSVILLE (1972)
 JZ3295
 JZ3295                         *CURRENT SURVEY CONTROL
 JZ3295  ___________________________________________________________________
 JZ3295* NAD 83(1997)-  39 41 08.19043(N)    085 10 45.41686(W)     ADJUSTED  
 JZ3295* NAVD 88     -                                                        
 JZ3295  ___________________________________________________________________
 JZ3295  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 JZ3295  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ3295
 JZ3295  HORZ ORDER  -  THIRD
 JZ3295
 JZ3295.The horizontal coordinates were established by classical geodetic methods
 JZ3295.and adjusted by the National Geodetic Survey in May 1999..
 JZ3295
 JZ3295
 JZ3295.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3295
 JZ3295.The geoid height was determined by GEOID03.
 JZ3295
 JZ3295;                    North         East     Units Scale Factor Converg.
 JZ3295;SPC IN E     -   492,724.953   141,808.561   MT  0.99998818   +0 18 40.4
 JZ3295;SPC IN E     - 1,616,548.45    465,250.25   sFT  0.99998818   +0 18 40.4
 JZ3295;UTM  16      - 4,394,448.206   656,131.213   MT  0.99990012   +1 09 46.4
 JZ3295
 JZ3295                          SUPERSEDED SURVEY CONTROL
 JZ3295
 JZ3295  NAD 83(1995)-  39 41 08.19261(N)    085 10 45.42221(W) AD(       ) 4
 JZ3295  NAD 83(1986)-  39 41 08.19519(N)    085 10 45.42984(W) AD(       ) 4
 JZ3295  NAD 27      -  39 41 08.02600(N)    085 10 45.55700(W) AD(       ) 3
 JZ3295
 JZ3295.Superseded values are not recommended for survey control.
 JZ3295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3295.See file dsdata.txt to determine how the superseded data were derived.
 JZ3295
 JZ3295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5613194448(NAD 83)
 JZ3295_MARKER: 63 = STACK
 JZ3295
 JZ3295  HISTORY     - Date     Condition        Report By
 JZ3295  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3295  HISTORY     - 20030702 MARK NOT FOUND   GEOCAC
 JZ3295
 JZ3295                          STATION DESCRIPTION
 JZ3295
 JZ3295'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3295'THIS STATION IS A STACK ON THE E SIDE OF THE HARRISON SCHOOLHOUSE IN
 JZ3295'THE VILLAGE OF HARRISBURG, INDIANA. IT IS LOCATED ABOUT 2
 JZ3295'1/2 MILES NW OF CONNERSVILLE. THE SCHOOL IS ABOUT 0.5 MILE S OF THE
 JZ3295'SHADY CORNER STORE IN HARRISBURG.  THE BUILDING WAS ERECTED IN 1930
 JZ3295'AND THE STACK IS QUITE PROMINENT.
 JZ3295'
 JZ3295'THE STACK IS OF YELLOW BRICK CONSTRUCTION ABOUT 6 FEET SQUARE. IT IS
 JZ3295'ON THE E SIDE OF THE SCHOOL BUILDING AND IS ABOUT 50 FEET
 JZ3295'HIGH. THE BUILDING IS OF YELLOW BRICK AND IS ABOUT 60 FEET HIGH. THE
 JZ3295'TOTAL HEIGHT IS ABOUT 110 FEET.
 JZ3295
 JZ3295                          STATION RECOVERY (2003)
 JZ3295
 JZ3295'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ3295'THE SCHOOL IS STILL HERE, BUT THE STACK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2441 ***********************************************************************
 LB2441  DESIGNATION -  HARRISON
 LB2441  PID         -  LB2441
 LB2441  STATE/COUNTY-  IN/CASS
 LB2441  USGS QUAD   -  LUCERNE (1986)
 LB2441
 LB2441                         *CURRENT SURVEY CONTROL
 LB2441  ___________________________________________________________________
 LB2441* NAD 83(1997)-  40 51 56.38901(N)    086 24 25.39352(W)     ADJUSTED  
 LB2441* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 LB2441  ___________________________________________________________________
 LB2441  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 LB2441  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 LB2441
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2441
 LB2441.The geoid height was determined by GEOID03.
 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     -   0.99996705  x   1.00001460  =   0.99998165
 LB2441!SPC IN W     -   0.99996705  x   1.00000666  =   0.99997371
 LB2441!UTM  16      -   0.99996705  x   0.99963073  =   0.99959779
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2441.See file dsdata.txt to determine how the superseded data were derived.
 LB2441
 LB2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4996924014(NAD 83)
 LB2441_MARKER: DS = TRIANGULATION STATION DISK
 LB2441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2508 ***********************************************************************
 LB2508  DESIGNATION -  HARRISON
 LB2508  PID         -  LB2508
 LB2508  STATE/COUNTY-  IN/HAMILTON
 LB2508  USGS QUAD   -  NOBLESVILLE (1992)
 LB2508
 LB2508                         *CURRENT SURVEY CONTROL
 LB2508  ___________________________________________________________________
 LB2508* NAD 83(1997)-  40 00 56.95453(N)    086 00 32.15876(W)     ADJUSTED  
 LB2508* NAVD 88     -       240.24   (+/-2cm)     788.2    (feet)  VERTCON   
 LB2508  ___________________________________________________________________
 LB2508  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 LB2508  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 LB2508
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2508
 LB2508.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2508
 LB2508.The geoid height was determined by GEOID03.
 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     -   0.99996765  x   0.99997717  =   0.99994482
 LB2508!UTM  16      -   0.99996765  x   0.99968806  =   0.99965572
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  240.37   (m)          788.6    (f) LEVELING    3  
 LB2508
 LB2508.Superseded values are not recommended for survey control.
 LB2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2508.See file dsdata.txt to determine how the superseded data were derived.
 LB2508
 LB2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8457829984(NAD 83)
 LB2508_MARKER: DS = TRIANGULATION STATION DISK
 LB2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1762 ***********************************************************************
 JA1762  DESIGNATION -  HARRISON CO ST FOREST LOT
 JA1762  PID         -  JA1762
 JA1762  STATE/COUNTY-  IN/HARRISON
 JA1762  USGS QUAD   -  LEAVENWORTH (1980)
 JA1762
 JA1762                         *CURRENT SURVEY CONTROL
 JA1762  ___________________________________________________________________
 JA1762* NAD 83(1997)-  38 11 59.86790(N)    086 16 06.36627(W)     ADJUSTED  
 JA1762* NAVD 88     -                                                        
 JA1762  ___________________________________________________________________
 JA1762  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 JA1762  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JA1762
 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
 JA1762.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1762
 JA1762.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1762
 JA1762  NAD 83(1993)-  38 11 59.86956(N)    086 16 06.36821(W) AD(       ) 4
 JA1762  NAD 83(1986)-  38 11 59.87334(N)    086 16 06.37244(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1762.See file dsdata.txt to determine how the superseded data were derived.
 JA1762
 JA1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6405528255(NAD 83)
 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 = OCTOBER  6, 2006
 ME2442 ***********************************************************************
 ME2442  DESIGNATION -  HARROLD
 ME2442  PID         -  ME2442
 ME2442  STATE/COUNTY-  IN/LA PORTE
 ME2442  USGS QUAD   -  LA PORTE WEST (1969)
 ME2442
 ME2442                         *CURRENT SURVEY CONTROL
 ME2442  ___________________________________________________________________
 ME2442* NAD 83(1997)-  41 32 27.65459(N)    086 52 21.53828(W)     ADJUSTED  
 ME2442* NAVD 88     -       246.     (meters)     807.     (feet)  SCALED    
 ME2442  ___________________________________________________________________
 ME2442  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 ME2442  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME2442
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2442
 ME2442.The geoid height was determined by GEOID03.
 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  =   0.99956813
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2442.See file dsdata.txt to determine how the superseded data were derived.
 ME2442
 ME2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1062298826(NAD 83)
 ME2442_MARKER: DS = TRIANGULATION STATION DISK
 ME2442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2442'IS 78 FEET NORTH OF THE CENTER OF PAVED ROAD, 18 FEET NORTH OF A 22
 ME2442'INCH MAPLE TREE AND 8 FEET SOUTHWEST
 ME2442'OF A WHITE WITNESS POST.  THE MARK PROJECTS 5 INCHES AND
 ME2442'THE DISK IS STAMPED HARROLD 1948.
 ME2442'
 ME2442'REFERENCE MARK NO. 1 IS 71.24 FEET SOUTHEAST OF THE STATION.  IT IS
 ME2442'31 FEET NORTH OF THE CENTER OF
 ME2442'ROAD AND 16 FEET NORTHWEST OF A 24 INCH ELM TREE.  THE MARK PROJECTS
 ME2442'10 INCHES AND THE DISK IS STAMPED
 ME2442'HARROLD NO 1 1948.
 ME2442'
 ME2442'REFERENCE MARK NO. 2 IS 86.68 FEET SOUTHWEST OF THE STATION.  IT IS
 ME2442'27 FEET NORTH OF THE CENTER OF
 ME2442'ROAD.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED HARROLD NO
 ME2442'2 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
 ME2442'FEET SOUTH OF THE CENTER OF PAVED ROAD, 4 FEET EAST OF A WHITE
 ME2442'WITNESS HARROLD 1948.
 ME2442'
 ME2442'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO. 6 AND
 ME2442'STATE HIGHWAY NO. 43
 ME2442'WHICH IS 0.4 SOUTH OF WESTVILLE GO NORTH ON STATE HIGHWAY NO. 4O FOR
 ME2442'0.4 MILE TO A PAVED CROSSROAD,
 ME2442'TURN RIGHT AND GO EAST FOR 0.95 MILE TO A PAVED
 ME2442'CROSSROAD AND THE AZIMUTH MARK IN THE SOUTHWEST
 ME2442'ANGLE, CONTINUE FOR 0.25 MILE TO THE
 ME2442'STATION ON THE LEFT AS DESCRIBED.
 ME2442'
 ME2442'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1693 ***********************************************************************
 MD1693  DESIGNATION -  HART
 MD1693  PID         -  MD1693
 MD1693  STATE/COUNTY-  IN/LAGRANGE
 MD1693  USGS QUAD   -  SHIPSHEWANA (1961)
 MD1693
 MD1693                         *CURRENT SURVEY CONTROL
 MD1693  ___________________________________________________________________
 MD1693* NAD 83(1997)-  41 41 28.59239(N)    085 30 20.79056(W)     ADJUSTED  
 MD1693* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 MD1693  ___________________________________________________________________
 MD1693  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 MD1693  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 MD1693
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1693
 MD1693.The geoid height was determined by GEOID03.
 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;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!UTM  16      -   0.99996430  x   0.99979027  =   0.99975457
 MD1693
 MD1693:                Primary Azimuth Mark                     Grid Az
 MD1693:SPC IN E     -  HART AZ MK                               023 39 49.3
 MD1693:UTM  16      -  HART AZ MK                               022 46 36.2
 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 USGS 1946                    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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1693.See file dsdata.txt to determine how the superseded data were derived.
 MD1693
 MD1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2434616578(NAD 83)
 MD1693_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1693
 MD1693  HISTORY     - Date     Condition        Report By
 MD1693  HISTORY     - 1946     MONUMENTED       CGS
 MD1693  HISTORY     - 1960     SEE DESCRIPTION  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
 MD1693'SOUTHWEST OF THE INTERSECTION OF THE CENTERLINES OF A GRAVEL ROAD AND
 MD1693'DIRT ROAD, 41 FEET SOUTH OF THE
 MD1693'CENTERLINE OF A GRAVEL ROAD AND 44 FEET SOUTHEAST OF THE CENTERLINE
 MD1693'OF A GRADED ROAD.  THE MARK IS FLUSH AND THE
 MD1693'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
 MD1693'FENCELINE, 17 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD.  THE MARK
 MD1693'PROJECTS 1 INCH AND THE DISK IS
 MD1693'STAMPED HART 1946.
 MD1693'
 MD1693'TT 20 D IS 69.95 FEET NORTHWEST OF THE STATION.  IT IS 6 FEET NORTH
 MD1693'OF A FENCELINE, 27 FEET
 MD1693'NORTHWEST OF THE CENTERLINE OF A GRAVEL ROAD AND 67 FEET WEST OF THE
 MD1693'INTERSECTION OF THE CENTERLINES OF A
 MD1693'GRAVEL ROAD AND A GRADED ROAD.  THE MARK PROJECTS 1 INCH AND THE
 MD1693'DISK IS STAMPED TT 20 D 855 1939.  IT IS A
 MD1693'STANDARD 6 BY 6 INCH CONCRETE MARK WITH STANDARD
 MD1693'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
 MD1693'FEET SOUTHEAST OF THE INTERSECTION OF THE CENTERLINES OF A GRAVEL
 MD1693'ROAD AND A GRADED ROAD.  THE MARK IS
 MD1693'FLUSH AND THE DISK IS STAMPED HART NO 1 1946.
 MD1693'
 MD1693'TO REACH THE STATION FROM THE RAILROAD CROSSING JUST SOUTH OF
 MD1693'SEYBERTS STORE IN SEYBERTS,
 MD1693'GO SOUTH FOR 0.1 MILE, TURN LEFT AND GO EAST FOR 0.5 MILE TO A
 MD1693'T-ROAD.  TURN RIGHT AND GO SOUTH
 MD1693'FOR 0.5 MILE TO A CROSSROAD.  CONTINUE SOUTH FOR 0.5 MILE TO A SIDE
 MD1693'ROAD LEFT AND THE STATION ON LEFT AS
 MD1693'DESCRIBED.
 MD1693'
 MD1693'TO REACH THE AZIMUTH FROM THE STATION, GO EAST ON A GRAVEL ROAD FOR
 MD1693'0.3 MILE, TURN LEFT AND
 MD1693'CONTINUE FOR 0.1 MILE TO THE AZIMUTH ON THE 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
 MD1693'FOR WHICH DESCRIPTION IS INADEQUATE WAS NOT RECOVERED AT THIS TIME.
 MD1693'
 MD1693'ABOUT 4.1 MILES W ALONG NO. 20 U.S. HIGHWAY FROM ITS INTERSECTION
 MD1693'WITH NO. 9 INDIANA HWY. ON
 MD1693'PRESENT W EDGE OF HOWE, THENCE 2.2 MILES S ON FIRST GRAVEL THEN
 MD1693'ASPHALT ROAD TO AN E-W GRAVEL ROAD AND
 MD1693'THE STATION ON THE LEFT, 0.25 MILE SW OF 45-DEGREE TURN IN ASPHALT
 MD1693'ROAD, 68 FEET ENE OF 36-INCH MAPLE
 MD1693'TREE, 42 FEET SE OF CENTER LINE OF 18-FOOT ASPHALT, 0.1
 MD1693'FOOT LOWER THAN SAME, 31 FEET S OF CENTER LINE OF
 MD1693'GRAVEL ROAD, STANDARD DISKS ARE STAMPED
 MD1693'HART 1946 AND SET IN 1A AND 7A MARKS, THE UPPER MARK FLUSH WITH THE
 MD1693'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
 MD1693'AZIMUTH 227 DEG 25 MIN FROM STATION, 49 FEET SE OF CENTER LINE OF
 MD1693'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
 MD1693'POST.
 MD1693'
 MD1693'BENCH MARK AND TRAVERSE STATION NO. TT 20 D (USGS) IS A STANDARD U.S.
 MD1693'GEOLOGICAL SURVEY BENCH MARK
 MD1693'DISK STAMPED TT 20 D 855 1939 THE 855 BEING ELEVATION IN FEET, SET IN
 MD1693'TOP OF CONCRETE POST THAT PROJECTS
 MD1693'0.2 FOOT, SERVING AS A SECOND REFERENCE MARK, IT IS
 MD1693'69.89 FEET OR 21.303 METERS NW IN AZIMUTH 115 DEG 04
 MD1693'MIN FROM STATION, 25 FEET NW OF CENTER LINE
 MD1693'OF ASPHALT PAVEMENT, LEVEL WITH SAME, 6 FEET WSW OF A GATEPOST, AND 3
 MD1693'FEET S OF A FENCE THAT IS ON THE
 MD1693'PROJECTED CENTER LINE OF THE 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 = OCTOBER  6, 2006
 JA2000 ***********************************************************************
 JA2000  DESIGNATION -  HART
 JA2000  PID         -  JA2000
 JA2000  STATE/COUNTY-  IN/WARRICK
 JA2000  USGS QUAD   -  BOONVILLE (1988)
 JA2000
 JA2000                         *CURRENT SURVEY CONTROL
 JA2000  ___________________________________________________________________
 JA2000* NAD 83(1997)-  38 02 50.34502(N)    087 16 55.39021(W)     ADJUSTED  
 JA2000* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 JA2000  ___________________________________________________________________
 JA2000  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 JA2000  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 JA2000
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2000
 JA2000.The geoid height was determined by GEOID03.
 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     -   0.99998452  x   0.99997041  =   0.99995493
 JA2000!UTM  16      -   0.99998452  x   0.99960754  =   0.99959207
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2000.See file dsdata.txt to determine how the superseded data were derived.
 JA2000
 JA2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7525211103(NAD 83)
 JA2000_MARKER: DS = TRIANGULATION STATION DISK
 JA2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2000_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 JA2000'PINE STREET, ON THE PROPERTY OF ROY HART, 16 FEET S
 JA2000'OF FENCE CORNER, 55.2 FEET NW OF
 JA2000'MORE W OF TWO BRICK POSTS AT NW
 JA2000'ENTRANCE TO CCC CAMP, AND 18.9 FEET N OF NE CORNER
 JA2000'OF HOME OF L A BLACKFORD.
 JA2000'
 JA2000'STATION MARK IS A BRONZE STATION DISK IN CONCRETE AND IS FLUSH WITH
 JA2000'THE GROUND.
 JA2000'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
 JA2000'REFERENCE DISK IN CONCRETE.
 JA2000'
 JA2000'REFERENCE MARK 2 IS NNE OF STATION, ABOUT 32 FEET E OF WIRE FENCE.
 JA2000'IT IS A BRONZE
 JA2000'REFERENCE DISK IN CONCRETE.
 JA2000'
 JA2000'AZIMUTH MARK IS 0.5 MILE W OF STATION, IN TOP OF RETAINING WALL, AT
 JA2000'NW END OF HIGHWAY
 JA2000'BRIDGE, ABOUT 15 FEET N OF CENTER OF STATE HIGHWAY
 JA2000'62, AND 0.35 MILE W OF THE JUNCTION
 JA2000'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
 JA2000'0.2 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
 JA2000'THE NEW STRUCTURE ON THE ORIGINAL LINE TO THE STATION
 JA2000'AND IS NOW LOCATED IN THE SIDEWALK
 JA2000'AT THE BASE OF THE HANDRAIL IN THE
 JA2000'NEW STRUCTURE.  IT IS IN THE SAME HORIZONTAL LOCATION
 JA2000'AS PREVIOUSLY.
 JA2000'
 JA2000'IT IS ON STATE HIGHWAY 62, 0.5 MILE W OF BOONVILLE.
 JA2000'
 JA2000'THE ELEVATION OF THE NEW AZIMUTH MARK IS 395.02.
 JA2000'
 JA2000'STAMPED HART 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
 JA2000'WERE FOUND IN
 JA2000'EXCELLENT CONDITION.  THE DISTANCES TO REFERENCE MARKS
 JA2000'WERE CHECKED AND FOUND CORRECT.
 JA2000'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
 JA2000'PINE STREETS, ON PROPERTY OF ROY HART.  IT IS 55
 JA2000'FEET NW OF THE MORE W OF TWO BRICK
 JA2000'POSTS AT THE ENTRANCE TO A CCC
 JA2000'CAMP, 16 FEET S OF A FENCE CORNER, AND 19 FEET N OF
 JA2000'THE NE CORNER OF
 JA2000'THE HOME OF L A BLACKFORD.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 JA2000'GROUND AND THE
 JA2000'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
 JA2000'THE CCC CAMP, AND
 JA2000'2 FEET N OF A HEDGEROW.  THE MARK PROJECTS 5 INCHES
 JA2000'ABOVE THE SURFACE OF THE GROUND AND
 JA2000'THE DISK IS STAMPED HART NO 1 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
 JA2000'FEET E OF THE W RIGHT-OF-WAY FENCE LINE.  THE MARK
 JA2000'PROJECTS 5 INCHES ABOVE THE SURFACE
 JA2000'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
 JA2000'THE N SIDE OF THE SECOND CONCRETE BRIDGE W OF
 JA2000'BOONVILLE, ON STATE HIGHWAY 62.  IT
 JA2000'IS 63 FEET E OF THE W END OF THE
 JA2000'BRIDGE AND 9 FEET W OF THE E END.  THE DISK IS FLUSH
 JA2000'AND IS STAMPED HART 1934.
 JA2000'
 JA2000'TO REACH THE STATION FROM THE SW CORNER OF THE COURTHOUSE SQUARE IN
 JA2000'BOONVILLE, GO W ON
 JA2000'LOCUST STREET FOR 0.2 MILE, TURN LEFT FOR TWO
 JA2000'BLOCKS, THEN RIGHT FOR ONE BLOCK
 JA2000'TO THE STATION AS DESCRIBED.
 JA2000'
 JA2000'TO REACH THE AZIMUTH MARK, CONTINUE W ON LOCUST STREET TO ITS
 JA2000'JUNCTION WITH
 JA2000'STATE HIGHWAY 62.  THEN CONTINUE W ON STATE HIGHWAY 62
 JA2000'TO THE SECOND CONCRETE BRIDGE
 JA2000'AND THE MARK ON THE RIGHT AS DESCRIBED.
 JA2000'
 JA2000'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1821 ***********************************************************************
 MD1821  DESIGNATION -  HARTE
 MD1821  PID         -  MD1821
 MD1821  STATE/COUNTY-  IN/DE KALB
 MD1821  USGS QUAD   -  HICKSVILLE (1979)
 MD1821
 MD1821                         *CURRENT SURVEY CONTROL
 MD1821  ___________________________________________________________________
 MD1821* NAD 83(1997)-  41 17 04.99128(N)    084 50 51.93460(W)     ADJUSTED  
 MD1821* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 MD1821  ___________________________________________________________________
 MD1821  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 MD1821  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MD1821
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1821
 MD1821.The geoid height was determined by GEOID03.
 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;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  =   0.99998920
 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     -  HICKSVILLE MUNICIPAL TANK                081 53 57.7
 MD1821:SPC OH N     -  HICKSVILLE MUNICIPAL TANK                083 58 55.4
 MD1821:UTM  16      -  HICKSVILLE MUNICIPAL TANK                081 01 09.3
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1821.See file dsdata.txt to determine how the superseded data were derived.
 MD1821
 MD1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8023172598(NAD 83)
 MD1821_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1821
 MD1821  HISTORY     - Date     Condition        Report By
 MD1821  HISTORY     - 1947     MONUMENTED       CGS
 MD1821  HISTORY     - 1960     SEE DESCRIPTION  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
 MD1821'GRAVEL CROSSROAD AND ON LAND OWNED BY JAMES A. HART.  IT IS 75 FEET
 MD1821'NORTHEAST OF INTERSECTION OF THE TWO
 MD1821'ROADS, 72 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 23 FEET
 MD1821'EAST OF THE NORTH-SOUTH ROAD AND 3 FEET
 MD1821'EAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH
 MD1821'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
 MD1821'CORNER OF MR. HARTS HOUSE, 23 FEET EAST OF THE CENTER OF THE ROAD AND
 MD1821'2 FEET SOUTH OF A TELEPHONE POLE.  THE
 MD1821'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
 MD1821'ROAD AND ONE FOOT WEST OF A FENCE CORNER.  THE MARK PROJECTS ABOUT 5
 MD1821'INCHES AND THE DISK IS STAMPED HARTE
 MD1821'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
 MD1821'NORTH OF THE CENTER OF THE ROAD, 2 FEET NORTHWEST OF A WHITE WITNESS
 MD1821'POST AND 2 FEET WEST OF A FENCE
 MD1821'CORNER.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 MD1821'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
 MD1821'SOUTH ON HIGHWAY 1 FOR 1.65 MILES TO A CROSSROAD, TURN LEFT AND GO
 MD1821'EAST FOR 3 MILES TO A CROSSROAD,
 MD1821'TURN RIGHT AND GO SOUTH ONE MILE TO A CROSSROAD AND STATION AS
 MD1821'DESCRIBED.  TURN LEFT AND GO EAST 0.3 MILE
 MD1821'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
 MD1821'ON PAVED ROAD 3.0 MILES AND TURN RIGHT, THENCE S 1.0 MILES TO
 MD1821'CROSSROADS AND STATION ON LEFT, 72
 MD1821'FEET N OF CENTER LINE OF PAVED ROAD, 23 FEET E OF CENTER LINE OF
 MD1821'GRAVEL ROAD, 2.2 FEET N OF STEEL WITNESS
 MD1821'POST, STANDARD DISKS ARE STAMPED HARTE 1947 AND SET
 MD1821'IN 1A AND 7A MARKS, THE UPPER ONE FLUSH WITH THE
 MD1821'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
 MD1821'IN AZIMUTH 179 DEG 30 MIN FROM STATION, 70 FEET SW OF SW CORNER OF A
 MD1821'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
 MD1821'ESE IN AZIMUTH 289 DEG 20 MIN FROM STATION, 19 FEET N OF CENTER LINE
 MD1821'OF 20-FOOT ASPHALT PAVEMENT, AND 1.8 FEET
 MD1821'W OF STEEL WITNESS POST.
 MD1821'
 MD1821'AZIMUTH STAMPED HARTE 1947 AZI., NOTE 11A, PROJECTS 0.3 FOOT, IS
 MD1821'ABOUT 0.3 MILE E OF STATION, 21
 MD1821'FEET N OF CENTER LINE OF ROAD, AND 2 FEET W OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1075 ***********************************************************************
 LA1075  DESIGNATION -  HARTFORD
 LA1075  PID         -  LA1075
 LA1075  STATE/COUNTY-  IN/BLACKFORD
 LA1075  USGS QUAD   -  HARTFORD CITY EAST (1994)
 LA1075
 LA1075                         *CURRENT SURVEY CONTROL
 LA1075  ___________________________________________________________________
 LA1075* NAD 83(1997)-  40 27 05.24070(N)    085 22 05.85712(W)     ADJUSTED  
 LA1075* NAVD 88     -       280.349  (meters)     919.78   (feet)  ADJUSTED  
 LA1075  ___________________________________________________________________
 LA1075  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 LA1075  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 LA1075  DYNAMIC HT  -         280.207 (meters)     919.31  (feet)  COMP
 LA1075  MODELED GRAV-     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
 LA1075.and adjusted by the National Geodetic Survey in June 1991..
 LA1075
 LA1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA1075
 LA1075.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996136  x   0.99997455  =   0.99993591
 LA1075!UTM  16      -   0.99996136  x   0.99983566  =   0.99979703
 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
 LA1075.Superseded values are not recommended for survey control.
 LA1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1075.See file dsdata.txt to determine how the superseded data were derived.
 LA1075
 LA1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3836379145(NAD 83)
 LA1075_MARKER: DS = TRIANGULATION STATION DISK
 LA1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1075_STAMPING: HARTFORD 1934
 LA1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1075+STABILITY: SURFACE MOTION
 LA1075
 LA1075  HISTORY     - Date     Condition        Report By
 LA1075  HISTORY     - 1934     MONUMENTED       CGS
 LA1075  HISTORY     - 1947     GOOD             NGS
 LA1075  HISTORY     - 1955     GOOD             CGS
 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
 LA1075'INTERSECTION OF WASHINGTON AND I STREETS, IN HARTFORD CITY,
 LA1075'25 FEET NORTH OF THE
 LA1075'CURBING ON THE NORTH SIDE OF WASHINGTON
 LA1075'STREET, 26 FEET EAST OF THE CURBING ON
 LA1075'THE EAST SIDE OF I STREET,
 LA1075'69 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 LA1075'BLACKFORD COUNTY
 LA1075'COURTHOUSE, ON THE SOUTHWEST SIDE OF THE BLACKFORD COUNTY MEMORIAL
 LA1075'(GRANITE
 LA1075'MONUMENT) TO ITS REVOLUTIONARY WAR HEROES, 18 FEET NORTHEAST
 LA1075'OF THE CORNER LAMP-POST.
 LA1075'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
 LA1075'
 LA1075'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 LA1075'DISKS SET IN CONCRETE.
 LA1075'
 LA1075'REFERENCE MARK NO. 1 IS 209.17 FEET NORTH OF STATION, ON THE
 LA1075'NORTH SIDE OF
 LA1075'COURTHOUSE SQUARE, 1 FOOT SOUTH OF SIDEWALK ON THE
 LA1075'SOUTH SIDE OF MAIN STREET, 42
 LA1075'FEET EAST OF THE EAST CURBING ON I
 LA1075'STREET, AND IS FLUSH WITH THE SURFACE.
 LA1075'REFERENCE MARK NO. 2 IS
 LA1075'155.14 FEET EAST OF STATION, ON COURTHOUSE SQUARE, AT THE
 LA1075'NORTH EDGE
 LA1075'OF SIDEWALK ON THE NORTH SIDE OF WASHINGTON STREET, 66 FEET
 LA1075'WEST OF CURBING ON THE
 LA1075'WEST SIDE OF JEFFERSON STREET, AND 20 FEET
 LA1075'EAST OF LAMP-POST, AND FLUSH WITH THE SURFACE.
 LA1075'
 LA1075'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE EAST OF STATION.  IT
 LA1075'IS A STANDARD DISK
 LA1075'SET IN THE CURBING ON THE SOUTHEAST CORNER OF
 LA1075'THE INTERSECTION OF WASHINGTON STREET
 LA1075'AND AN ALLEY (NORTH-SOUTH)
 LA1075'THAT IS 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 NATIONAL 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
 LA1075'ON THE MEASUREMENT TO BOTH REFERENCE MARKS.  THE ORIGINAL DESCRIPTION
 LA1075'IS ADEQUATE AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1074 ***********************************************************************
 LA1074  DESIGNATION -  HARTFORD CITY
 LA1074  PID         -  LA1074
 LA1074  STATE/COUNTY-  IN/BLACKFORD
 LA1074  USGS QUAD   -  HARTFORD CITY EAST (1994)
 LA1074
 LA1074                         *CURRENT SURVEY CONTROL
 LA1074  ___________________________________________________________________
 LA1074* NAD 83(1986)-  40 27 03.     (N)    085 22 14.     (W)     SCALED    
 LA1074* NAVD 88     -       280.978  (meters)     921.84   (feet)  ADJUSTED  
 LA1074  ___________________________________________________________________
 LA1074  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 LA1074  DYNAMIC HT  -         280.835 (meters)     921.37  (feet)  COMP
 LA1074  MODELED GRAV-     980,110.3   (mgal)                       NAVD 88
 LA1074
 LA1074  VERT ORDER  -  SECOND    CLASS 0
 LA1074
 LA1074.The horizontal coordinates were scaled from a topographic map and have
 LA1074.an estimated accuracy of +/- 6 seconds.
 LA1074
 LA1074.The orthometric height was determined by differential leveling
 LA1074.and adjusted by the National Geodetic Survey in June 1991..
 LA1074
 LA1074.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1074.See file dsdata.txt to determine how the superseded data were derived.
 LA1074
 LA1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK381790(NAD 83)
 LA1074_MARKER: DB = BENCH MARK DISK
 LA1074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1074_SP_SET: WALL
 LA1074_STAMPING: HARTFORD CITY 1934
 LA1074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1074
 LA1074  HISTORY     - Date     Condition        Report By
 LA1074  HISTORY     - 1934     MONUMENTED       CGS
 LA1074  HISTORY     - 1947     GOOD             NGS
 LA1074
 LA1074                          STATION DESCRIPTION
 LA1074
 LA1074'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA2093 ***********************************************************************
 LA2093  DESIGNATION -  HARTFORD CITY CO CTHSE STEEPLE
 LA2093  PID         -  LA2093
 LA2093  STATE/COUNTY-  IN/BLACKFORD
 LA2093  USGS QUAD   -  HARTFORD CITY EAST (1994)
 LA2093
 LA2093                         *CURRENT SURVEY CONTROL
 LA2093  ___________________________________________________________________
 LA2093* NAD 83(1997)-  40 27 05.74282(N)    085 22 04.96352(W)     ADJUSTED  
 LA2093* NAVD 88     -                                                        
 LA2093  ___________________________________________________________________
 LA2093  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 LA2093  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 LA2093
 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
 LA2093.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2093
 LA2093.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2093
 LA2093  NAD 83(1995)-  40 27 05.74628(N)    085 22 04.97143(W) AD(       ) 4
 LA2093  NAD 83(1986)-  40 27 05.74547(N)    085 22 04.97696(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2093.See file dsdata.txt to determine how the superseded data were derived.
 LA2093
 LA2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3838479161(NAD 83)
 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 = OCTOBER  6, 2006
 LA2102 ***********************************************************************
 LA2102  DESIGNATION -  HARTFORD CITY SNEATH GLASS TK
 LA2102  PID         -  LA2102
 LA2102  STATE/COUNTY-  IN/BLACKFORD
 LA2102  USGS QUAD   -  HARTFORD CITY WEST (1994)
 LA2102
 LA2102                         *CURRENT SURVEY CONTROL
 LA2102  ___________________________________________________________________
 LA2102* NAD 83(1997)-  40 27 09.72501(N)    085 22 45.73760(W)     ADJUSTED  
 LA2102* NAVD 88     -                                                        
 LA2102  ___________________________________________________________________
 LA2102  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 LA2102  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 LA2102
 LA2102  HORZ ORDER  -  THIRD
 LA2102
 LA2102.The horizontal coordinates were established by classical geodetic methods
 LA2102.and adjusted by the National Geodetic Survey in May 1999..
 LA2102
 LA2102
 LA2102.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2102
 LA2102.The geoid height was determined by GEOID03.
 LA2102
 LA2102;                    North         East     Units Scale Factor Converg.
 LA2102;SPC IN E     -   577,823.107   124,369.664   MT  0.99997397   +0 11 11.1
 LA2102;SPC IN E     - 1,895,741.31    408,036.14   sFT  0.99997397   +0 11 11.1
 LA2102;UTM  16      - 4,479,265.782   637,421.431   MT  0.99983246   +1 03 06.0
 LA2102
 LA2102                          SUPERSEDED SURVEY CONTROL
 LA2102
 LA2102  NAD 83(1995)-  40 27 09.72753(N)    085 22 45.74637(W) AD(       ) 4
 LA2102  NAD 83(1986)-  40 27 09.72750(N)    085 22 45.75066(W) AD(       ) 4
 LA2102  NAD 27      -  40 27 09.57900(N)    085 22 45.84600(W) AD(       ) 3
 LA2102
 LA2102.Superseded values are not recommended for survey control.
 LA2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2102.See file dsdata.txt to determine how the superseded data were derived.
 LA2102
 LA2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3742179266(NAD 83)
 LA2102_MARKER: 51 = TANK
 LA2102
 LA2102  HISTORY     - Date     Condition        Report By
 LA2102  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2102  HISTORY     - 1955     GOOD             CGS
 LA2102  HISTORY     - 20030706 MARK NOT FOUND   GEOCAC
 LA2102
 LA2102                          STATION DESCRIPTION
 LA2102
 LA2102'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2102'THE STATION WAS RECOVERED IN GOOD CONDITION.
 LA2102
 LA2102                          STATION RECOVERY (2003)
 LA2102
 LA2102'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 LA2102'TANK IS NO LONGER HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1076 ***********************************************************************
 LA1076  DESIGNATION -  HARTFORD RM 1
 LA1076  PID         -  LA1076
 LA1076  STATE/COUNTY-  IN/BLACKFORD
 LA1076  USGS QUAD   -  HARTFORD CITY EAST (1994)
 LA1076
 LA1076                         *CURRENT SURVEY CONTROL
 LA1076  ___________________________________________________________________
 LA1076* NAD 83(1986)-  40 27 05.     (N)    085 22 05.     (W)     SCALED    
 LA1076* NAVD 88     -       280.073  (meters)     918.87   (feet)  ADJUSTED  
 LA1076  ___________________________________________________________________
 LA1076  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 LA1076  DYNAMIC HT  -         279.931 (meters)     918.41  (feet)  COMP
 LA1076  MODELED GRAV-     980,110.4   (mgal)                       NAVD 88
 LA1076
 LA1076  VERT ORDER  -  SECOND    CLASS 0
 LA1076
 LA1076.The horizontal coordinates were scaled from a topographic map and have
 LA1076.an estimated accuracy of +/- 6 seconds.
 LA1076
 LA1076.The orthometric height was determined by differential leveling
 LA1076.and adjusted by the National Geodetic Survey in June 1991..
 LA1076
 LA1076.The geoid height was determined by GEOID03.
 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     -   577,680.      125,330.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1076.See file dsdata.txt to determine how the superseded data were derived.
 LA1076
 LA1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK383791(NAD 83)
 LA1076_MARKER: DR = REFERENCE MARK DISK
 LA1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1076_STAMPING: HARTFORD NO 1 1934
 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             NGS
 LA1076
 LA1076                          STATION DESCRIPTION
 LA1076
 LA1076'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1077 ***********************************************************************
 LA1077  DESIGNATION -  HARTFORD RM 2
 LA1077  PID         -  LA1077
 LA1077  STATE/COUNTY-  IN/BLACKFORD
 LA1077  USGS QUAD   -  HARTFORD CITY EAST (1994)
 LA1077
 LA1077                         *CURRENT SURVEY CONTROL
 LA1077  ___________________________________________________________________
 LA1077* NAD 83(1986)-  40 27 05.     (N)    085 22 05.     (W)     SCALED    
 LA1077* NAVD 88     -       279.935  (meters)     918.42   (feet)  ADJUSTED  
 LA1077  ___________________________________________________________________
 LA1077  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 LA1077  DYNAMIC HT  -         279.793 (meters)     917.95  (feet)  COMP
 LA1077  MODELED GRAV-     980,110.4   (mgal)                       NAVD 88
 LA1077
 LA1077  VERT ORDER  -  SECOND    CLASS 0
 LA1077
 LA1077.The horizontal coordinates were scaled from a topographic map and have
 LA1077.an estimated accuracy of +/- 6 seconds.
 LA1077
 LA1077.The orthometric height was determined by differential leveling
 LA1077.and adjusted by the National Geodetic Survey in June 1991..
 LA1077
 LA1077.The geoid height was determined by GEOID03.
 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     -   577,680.      125,330.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1077.See file dsdata.txt to determine how the superseded data were derived.
 LA1077
 LA1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK383791(NAD 83)
 LA1077_MARKER: DR = REFERENCE MARK DISK
 LA1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1077_STAMPING: HARTFORD NO 2 1934
 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             NGS
 LA1077
 LA1077                          STATION DESCRIPTION
 LA1077
 LA1077'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1972 ***********************************************************************
 JA1972  DESIGNATION -  HARTWELL LOOKOUT TOWER
 JA1972  PID         -  JA1972
 JA1972  STATE/COUNTY-  IN/PIKE
 JA1972  USGS QUAD   -  AUGUSTA (1989)
 JA1972
 JA1972                         *CURRENT SURVEY CONTROL
 JA1972  ___________________________________________________________________
 JA1972* NAD 83(1997)-  38 20 59.23108(N)    087 09 26.54005(W)     ADJUSTED  
 JA1972* NAVD 88     -                                                        
 JA1972  ___________________________________________________________________
 JA1972  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 JA1972  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 JA1972
 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
 JA1972.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1972
 JA1972.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1972
 JA1972  NAD 83(1993)-  38 20 59.23494(N)    087 09 26.54156(W) AD(       ) 4
 JA1972  NAD 83(1986)-  38 20 59.23880(N)    087 09 26.54211(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1972.See file dsdata.txt to determine how the superseded data were derived.
 JA1972
 JA1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8624944637(NAD 83)
 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 = OCTOBER  6, 2006
 JA2008 ***********************************************************************
 JA2008  DESIGNATION -  HARVEY
 JA2008  PID         -  JA2008
 JA2008  STATE/COUNTY-  IN/PIKE
 JA2008  USGS QUAD   -  UNION (1977)
 JA2008
 JA2008                         *CURRENT SURVEY CONTROL
 JA2008  ___________________________________________________________________
 JA2008* NAD 83(1997)-  38 26 17.80760(N)    087 25 26.71427(W)     ADJUSTED  
 JA2008* NAVD 88     -       184.88   (+/-2cm)     606.6    (feet)  VERTCON   
 JA2008  ___________________________________________________________________
 JA2008  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 JA2008  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 JA2008
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA2008
 JA2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2008
 JA2008.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 (07/19/86)  185.02   (m)          607.0    (f) LEVELING    3  
 JA2008
 JA2008.Superseded values are not recommended for survey control.
 JA2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2008.See file dsdata.txt to determine how the superseded data were derived.
 JA2008
 JA2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH6298954530(NAD 83)
 JA2008_MARKER: DS = TRIANGULATION STATION DISK
 JA2008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2008_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JA2008_STAMPING: HARVEY 1934
 JA2008_MARK LOGO: NGS   
 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
 JA2008'NORTHEAST OF PRINCETON, 7 MILES EAST-SOUTHEAST OF
 JA2008'HAZELTON, AND 2.5 MILES
 JA2008'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
 JA2008'MILE TO ITS JUNCTION WITH STATE HIGHWAY 65, KEEP
 JA2008'STRAIGHT AHEAD ON HIGHWAY 65 AND
 JA2008'FOLLOW 5.0 MILES TO CROSSROADS, TURN
 JA2008'RIGHT AND GO 4.0 MILES TO I.O.O.F. BUILDING IN
 JA2008'BOVINE, CONTINUE AHEAD
 JA2008'0.3 MILE TO ROAD FORKS, TAKE LEFT FORK AND PROCEED 1.2 MILES TO
 JA2008'CROSSROADS,
 JA2008'TURN RIGHT AND GO 1.3 MILE TO ANOTHER CORSSROADS, TURN
 JA2008'LEFT AND CONTINUE 0.7 MILE AND
 JA2008'TURN LEFT THROUGH GATE AT TOP OF GRADE,
 JA2008'FOLLOW WINDING FARM-ROAD 0.2 MILE SOUTHWEST TO
 JA2008'STATION.  THE STATION
 JA2008'IS LOCATED NEAR THE SOUTHERN END OF RIDGE, JUST NORTH OF A SMALL
 JA2008'CLUMP OF
 JA2008'LOCUST TREES, 60 FEET NORTH-NORTHEAST OF WIRE FENCE RUNNING
 JA2008'EAST AND WEST, AND 10K FEET
 JA2008'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.
 JA2008'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,
 JA2008'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
 JA2008'A NEW AZIMUTH MARK
 JA2008'AND REFERENCE MARK NUMBER 3 WERE ESTABLISHED AT
 JA2008'THIS TIME AS THE PROPERTY OWNER
 JA2008'REQUESTED THE REMOVAL OF THE OLD
 JA2008'AZIMUTH 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
 JA2008'FOOT SHORTER THAN THE PREVIOUS MEASUREMENT.  THE
 JA2008'DIRECTION TO REFERENCE MARK NUMBER
 JA2008'2 WAS FOUND TO BE 1 MINUTE AND 44
 JA2008'SECONDS LARGER AND THE DISTANCE WAS FOUND TO BE 0.11
 JA2008'FOOT SMALL THAN
 JA2008'THE PREVIOUS MEASUREMENT.  THE DIRECTION TO THE AZIMUTH MARK WAS
 JA2008'FOUND TO BE 6.9
 JA2008'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
 JA2008'MILES SOUTHWEST OF
 JA2008'PETERSBURG, 7 MILES NORTH OF FRANCISCO AND ON
 JA2008'PROPERTY OF THE CLATE HARVEY ESTATE.
 JA2008'
 JA2008'TO REACH THE STATION FROM THE POST OFFICE IN FRANCISCO, GO EAST ON
 JA2008'STATE HIGHWAY 64
 JA2008'FOR 2.05 MILES TO A CROSSROAD.  TURN LEFT AND GO
 JA2008'NORTH ON A GRAVELED ROAD FOR 5.7
 JA2008'MILES TO A CROSSROAD IN OATSVILLE.
 JA2008'CONTINUE NORTH ON A PAVED AND GRAVELED ROAD FOR
 JA2008'1.55 MILES TO A
 JA2008'CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.8 MILE
 JA2008'TO A CROSSROAD.
 JA2008'TURN RIGHT AND GO NORTH ON A DIRT ROAD FOR 0.75 MILE TO
 JA2008'A FIELD ENTRANCE ROAD ON THE
 JA2008'LEFT.  TURN LEFT AND GO WEST ACROSS
 JA2008'FIELD 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,
 JA2008'14.5 FEET WEST OF AN 8-INCH TREE AND 10 FEET EAST
 JA2008'OF A TREE WITH A TRIANGLE BLAZED ON
 JA2008'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
 JA2008'WITH A TRIANGLE BLAZED ON THE NORTH SIDE, 35 FEET
 JA2008'NORTH OF A METAL WITNESS POST AND
 JA2008'34 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
 JA2008'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
 JA2008'HARVEY NO 3 1934 1967 IS SET FLUSH WITH THE GROUND
 JA2008'SURFACE.  IT IS 11 FEET WEST OF A
 JA2008'12-INCH TREE, 10.5 FEET WEST OF A
 JA2008'TREE WITH A TRIANGLE BLAZED ON THE NORTH SIDE AND
 JA2008'1.4 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
 JA2008'A 3-FOOT TWIN TRUNK OAK TREE, 90 FEET WEST OF THE
 JA2008'CENTER OF A DIRT ROAD, 80 FEET WEST
 JA2008'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.
 JA2008'IT IS 21 FEET WEST OF THE CENTER OF DIRT ROAD, 11
 JA2008'FEET NORTHWEST OF A 4-FOOT TWIN
 JA2008'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
 JA2008'MILE TO THE EAST EDGE OF THE FIELD AND THE AZIMUTH
 JA2008'MARK 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.  THE STATION IS LOCATE ABOUT 9-1/2 MILES NE OF PRINCETON, 8
 JA2008'MILES (12.9 KM) SW OF PETERSBURG, 7 MILES (11.3 KM) N OF FRANCISCO AND
 JA2008'ON THE CLATE HARVEY ESTATE.  OWNERSHIP-- STILL IN THE HARVEY ESTATE,
 JA2008'CONTACT MRS SALLY MCCONNELL OF ROUTE 1, BOX 128, FRANCISCO, INDIANA.
 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.  REFERENCE MARK NO 4,
 JA2008'IS A STANDARD, NGS, DISK STAMPED,---HARVEY 1934 NO 4 1986---, SET INTO
 JA2008'THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES (25 CM) IN DIAMETER,
 JA2008'PROJECTING, 3 INCHES, 9 CM ABOVE THE GROUND.  THE STATION IS LOCATED
 JA2008'7.986 METERS (26.201 FT) EAST FROM THE TWIN TRUNKED OAK TREE, 1.646
 JA2008'METERS (5.400 FT) NORTH FROM THE FENCE AND 0.488 METERS (1.601 FT)
 JA2008'NORTH FROM A CARSONITE WITNESS POST, AND 0.6 METERS (2.0 FT) ABOVE THE
 JA2008'STATION.  REFERENCE MARK NO 5, IS A STANDARD, NGS, DISK
 JA2008'STAMPED,---HARVEY 1934 NO 5 1986---, SET INTO THE TOP OF A ROUND
 JA2008'CONCRETE MONUMENT, 10 INCHES (25 CM) IN DIAMETER, PROJECTING, 2
 JA2008'INCHES, 6 CM ABOVE THE GROUND.  THE STATION IS LOCATED 6.401 METERS
 JA2008'(21.001 FT) WEST FROM THE TWIN-TRUNKED OAK TREE, 1.646 METERS (5.400
 JA2008'FT) NORTH FROM THE FENCE AND 0.579 METERS (1.900 FT) NORTH FROM A
 JA2008'CARSONITE WITNESS POST, AND 0.6 METERS (2.0 FT) ABOVE THE STATION.
 JA2008'AZIMUTH MARK NO 2, IS A STANDARD, NGS, DISK STMPED,---HARVEY AZ 2 1934
 JA2008'1967---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 14 INCHES (35
 JA2008'CM) IN DIAMETER, FLUSH, WITH GROUND. THE STATION IS LOCATED 6.401
 JA2008'METERS (21.001 FT) WEST FROM THE CENTERLINE OF AN OLD DIRT ROAD NOW
 JA2008'BLOCKED OFF, 3.353 METERS (11.001 FT) NORTHWEST FROM A 4-FOOT TWIN
 JA2008'TRUNK OAK TREE AND 0.396 METERS (1.299 FT) SOUTHWEST FROM A METAL
 JA2008'WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST
 JA2008'ACROSS THE CULTIVATED FIELD FOR 0.25 MILE, (0.40 KM) 0.08 KM (0.05 MI)
 JA2008'TO THE EAST EDGE OF THE FIELD AND MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA0727 ***********************************************************************
 HA0727  CBN         -  This is a Cooperative Base Network Control Station.
 HA0727  DESIGNATION -  HATFIELD
 HA0727  PID         -  HA0727
 HA0727  STATE/COUNTY-  IN/SPENCER
 HA0727  USGS QUAD   -  RICHLAND CITY (1980)
 HA0727
 HA0727                         *CURRENT SURVEY CONTROL
 HA0727  ___________________________________________________________________
 HA0727* NAD 83(1997)-  37 54 11.18199(N)    087 14 32.43707(W)     ADJUSTED  
 HA0727* NAVD 88     -       117.379  (meters)     385.10   (feet)  ADJUSTED  
 HA0727  ___________________________________________________________________
 HA0727  X           -     242,439.738 (meters)                     COMP
 HA0727  Y           -  -5,033,276.161 (meters)                     COMP
 HA0727  Z           -   3,897,016.548 (meters)                     COMP
 HA0727  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 HA0727  ELLIP HEIGHT-          86.38  (meters)          (04/10/98) GPS OBS
 HA0727  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HA0727  DYNAMIC HT  -         117.299 (meters)     384.84  (feet)  COMP
 HA0727  MODELED GRAV-     979,946.5   (mgal)                       NAVD 88
 HA0727
 HA0727  HORZ ORDER  -  B
 HA0727  VERT ORDER  -  FIRST     CLASS II
 HA0727  ELLP ORDER  -  FOURTH    CLASS I
 HA0727
 HA0727.The horizontal coordinates were established by GPS observations
 HA0727.and adjusted by the National Geodetic Survey in April 1998..
 HA0727
 HA0727.The orthometric height was determined by differential leveling
 HA0727.and adjusted by the National Geodetic Survey in June 1991..
 HA0727
 HA0727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA0727
 HA0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA0727
 HA0727.The ellipsoidal height was determined by GPS observations
 HA0727.and is referenced to NAD 83.
 HA0727
 HA0727.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 HA0727;SPC IN W     -   294,751.514   886,015.840   MT  0.99996907   -0 05 51.7
 HA0727;SPC IN W     -   967,030.59  2,906,870.30   sFT  0.99996907   -0 05 51.7
 HA0727;UTM  16      - 4,195,092.210   478,694.896   MT  0.99960559   -0 08 56.0
 HA0727
 HA0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA0727!SPC IN W     -   0.99998645  x   0.99996907  =   0.99995552
 HA0727!UTM  16      -   0.99998645  x   0.99960559  =   0.99959204
 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                                     0940319.5 |
 HA0727| HA0726 HATFIELD RM 2                        36.871 METERS 26616     |
 HA0727|---------------------------------------------------------------------|
 HA0727
 HA0727                          SUPERSEDED SURVEY CONTROL
 HA0727
 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 (04/10/98)  117.38   (m)          385.1    (f) LEVELING    3  
 HA0727  NGVD 29 (??/??/92)  117.472  (m)          385.41   (f) ADJ UNCH    1 2
 HA0727
 HA0727.Superseded values are not recommended for survey control.
 HA0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0727.See file dsdata.txt to determine how the superseded data were derived.
 HA0727
 HA0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG7869595092(NAD 83)
 HA0727_MARKER: DS = TRIANGULATION STATION DISK
 HA0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0727_STAMPING: HATFIELD 1945
 HA0727_MARK LOGO: CGS   
 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 - March 29, 2005
 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     - 1965     GOOD             NGS
 HA0727  HISTORY     - 1988     GOOD             USPSQD
 HA0727  HISTORY     - 19970902 GOOD             SEC
 HA0727  HISTORY     - 19980727 GOOD             WOOLPT
 HA0727  HISTORY     - 20050329 GOOD             INDIV
 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 (1965)
 HA0727
 HA0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HA0727'1 MI W FROM HATFIELD.
 HA0727'ABOUT 0.95 MILE WEST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 HA0727'AT HATFIELD, IN SECTION 13, T 7 S, R 8 W, ON THE PROPERTY OF
 HA0727'OSCAR J. JOHNSON, 120.9 FEET EAST OF HATFIELD R.M. 2, 109.0 FEET
 HA0727'SOUTHWEST OF HATFIELD R.M. 1, 48 1/2 FEET NORTH OF THE CENTER
 HA0727'LINE OF THE HIGHWAY, 76 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 HA0727'LARGE BARN, 108 FEET WEST OF THE WEST FACE OF THE JOHNSON
 HA0727'FARMHOUSE, 49 FEET WEST OF THE EAST FENCE OF A BARN YARD, 7 FEET
 HA0727'NORTH OF A 3-INCH MAPLE TREE, 9.0 FEET NORTHWEST OF A METAL
 HA0727'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                          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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA0729 ***********************************************************************
 HA0729  DESIGNATION -  HATFIELD AZ MK
 HA0729  PID         -  HA0729
 HA0729  STATE/COUNTY-  IN/SPENCER
 HA0729  USGS QUAD   -  RICHLAND CITY (1980)
 HA0729
 HA0729                         *CURRENT SURVEY CONTROL
 HA0729  ___________________________________________________________________
 HA0729* NAD 83(1986)-  37 54 10.     (N)    087 14 14.     (W)     SCALED    
 HA0729* NAVD 88     -       119.120  (meters)     390.81   (feet)  ADJUSTED  
 HA0729  ___________________________________________________________________
 HA0729  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HA0729  DYNAMIC HT  -         119.039 (meters)     390.55  (feet)  COMP
 HA0729  MODELED GRAV-     979,947.0   (mgal)                       NAVD 88
 HA0729
 HA0729  VERT ORDER  -  FIRST     CLASS II
 HA0729
 HA0729.The horizontal coordinates were scaled from a topographic map and have
 HA0729.an estimated accuracy of +/- 6 seconds.
 HA0729
 HA0729.The orthometric height was determined by differential leveling
 HA0729.and adjusted by the National Geodetic Survey in June 1991..
 HA0729
 HA0729.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0729.See file dsdata.txt to determine how the superseded data were derived.
 HA0729
 HA0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG791950(NAD 83)
 HA0729_MARKER: DZ = AZIMUTH MARK DISK
 HA0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0729_STAMPING: HATFIELD 1945
 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             NGS
 HA0729  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HA0729
 HA0729                          STATION DESCRIPTION
 HA0729
 HA0729'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA0728 ***********************************************************************
 HA0728  DESIGNATION -  HATFIELD RM 1
 HA0728  PID         -  HA0728
 HA0728  STATE/COUNTY-  IN/SPENCER
 HA0728  USGS QUAD   -  RICHLAND CITY (1980)
 HA0728
 HA0728                         *CURRENT SURVEY CONTROL
 HA0728  ___________________________________________________________________
 HA0728* NAD 83(1986)-  37 54 11.     (N)    087 14 32.     (W)     SCALED    
 HA0728* NAVD 88     -       117.862  (meters)     386.69   (feet)  ADJUSTED  
 HA0728  ___________________________________________________________________
 HA0728  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HA0728  DYNAMIC HT  -         117.781 (meters)     386.42  (feet)  COMP
 HA0728  MODELED GRAV-     979,946.5   (mgal)                       NAVD 88
 HA0728
 HA0728  VERT ORDER  -  FIRST     CLASS II
 HA0728
 HA0728.The horizontal coordinates were scaled from a topographic map and have
 HA0728.an estimated accuracy of +/- 6 seconds.
 HA0728
 HA0728.The orthometric height was determined by differential leveling
 HA0728.and adjusted by the National Geodetic Survey in June 1991..
 HA0728
 HA0728.The geoid height was determined by GEOID03.
 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     -   294,750.      886,030.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0728.See file dsdata.txt to determine how the superseded data were derived.
 HA0728
 HA0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG787950(NAD 83)
 HA0728_MARKER: DR = REFERENCE MARK DISK
 HA0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0728_STAMPING: HATFIELD NO 1 1945
 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             NGS
 HA0728  HISTORY     - 1988     GOOD             USPSQD
 HA0728
 HA0728                          STATION DESCRIPTION
 HA0728
 HA0728'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA0726 ***********************************************************************
 HA0726  DESIGNATION -  HATFIELD RM 2
 HA0726  PID         -  HA0726
 HA0726  STATE/COUNTY-  IN/SPENCER
 HA0726  USGS QUAD   -  RICHLAND CITY (1980)
 HA0726
 HA0726                         *CURRENT SURVEY CONTROL
 HA0726  ___________________________________________________________________
 HA0726* NAD 83(1986)-  37 54 11.     (N)    087 14 32.     (W)     SCALED    
 HA0726* NAVD 88     -       117.372  (meters)     385.08   (feet)  ADJUSTED  
 HA0726  ___________________________________________________________________
 HA0726  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HA0726  DYNAMIC HT  -         117.292 (meters)     384.82  (feet)  COMP
 HA0726  MODELED GRAV-     979,946.5   (mgal)                       NAVD 88
 HA0726
 HA0726  VERT ORDER  -  FIRST     CLASS II
 HA0726
 HA0726.The horizontal coordinates were scaled from a topographic map and have
 HA0726.an estimated accuracy of +/- 6 seconds.
 HA0726
 HA0726.The orthometric height was determined by differential leveling
 HA0726.and adjusted by the National Geodetic Survey in June 1991..
 HA0726
 HA0726.The geoid height was determined by GEOID03.
 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     -   294,750.      886,030.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0726.See file dsdata.txt to determine how the superseded data were derived.
 HA0726
 HA0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG787950(NAD 83)
 HA0726_MARKER: DR = REFERENCE MARK DISK
 HA0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0726_STAMPING: HATFIELD NO 2 1945
 HA0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0726+STABILITY: SURFACE MOTION
 HA0726
 HA0726  HISTORY     - Date     Condition        Report By
 HA0726  HISTORY     - 1945     MONUMENTED       CGS
 HA0726  HISTORY     - 1965     GOOD             NGS
 HA0726  HISTORY     - 1988     GOOD             USPSQD
 HA0726
 HA0726                          STATION DESCRIPTION
 HA0726
 HA0726'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2027 ***********************************************************************
 JA2027  DESIGNATION -  HAUBSTADT MUNICIPAL TANK
 JA2027  PID         -  JA2027
 JA2027  STATE/COUNTY-  IN/GIBSON
 JA2027  USGS QUAD   -  HAUBSTADT (1989)
 JA2027
 JA2027                         *CURRENT SURVEY CONTROL
 JA2027  ___________________________________________________________________
 JA2027* NAD 83(1997)-  38 12 31.98329(N)    087 34 44.52801(W)     ADJUSTED  
 JA2027* NAVD 88     -                                                        
 JA2027  ___________________________________________________________________
 JA2027  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 JA2027  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JA2027
 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
 JA2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2027
 JA2027.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA2027
 JA2027  NAD 83(1993)-  38 12 31.98854(N)    087 34 44.52588(W) AD(       ) 4
 JA2027  NAD 83(1986)-  38 12 31.99232(N)    087 34 44.52901(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2027.See file dsdata.txt to determine how the superseded data were derived.
 JA2027
 JA2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4930729150(NAD 83)
 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 = OCTOBER  6, 2006
 JA2028 ***********************************************************************
 JA2028  DESIGNATION -  HAUBSTADT ST JAMES CATH CH
 JA2028  PID         -  JA2028
 JA2028  STATE/COUNTY-  IN/GIBSON
 JA2028  USGS QUAD   -  HAUBSTADT (1989)
 JA2028
 JA2028                         *CURRENT SURVEY CONTROL
 JA2028  ___________________________________________________________________
 JA2028* NAD 83(1997)-  38 10 39.20999(N)    087 34 39.27172(W)     ADJUSTED  
 JA2028* NAVD 88     -                                                        
 JA2028  ___________________________________________________________________
 JA2028  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 JA2028  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 JA2028
 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
 JA2028.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2028
 JA2028.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA2028
 JA2028  NAD 83(1993)-  38 10 39.21549(N)    087 34 39.27122(W) AD(       ) 4
 JA2028  NAD 83(1986)-  38 10 39.21905(N)    087 34 39.27357(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2028.See file dsdata.txt to determine how the superseded data were derived.
 JA2028
 JA2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4941325673(NAD 83)
 JA2028_MARKER: 90 = CHURCH SPIRE
 JA2028
 JA2028  HISTORY     - Date     Condition        Report By
 JA2028  HISTORY     - 1967     FIRST OBSERVED   CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1749 ***********************************************************************
 JA1749  DESIGNATION -  HAYES HILL
 JA1749  PID         -  JA1749
 JA1749  STATE/COUNTY-  IN/HARRISON
 JA1749  USGS QUAD   -  MAUCKPORT (1994)
 JA1749
 JA1749                         *CURRENT SURVEY CONTROL
 JA1749  ___________________________________________________________________
 JA1749* NAD 83(1997)-  38 04 14.96834(N)    086 12 04.46994(W)     ADJUSTED  
 JA1749* NAVD 88     -       281.     (meters)     922.     (feet)  SCALED    
 JA1749  ___________________________________________________________________
 JA1749  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 JA1749  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JA1749
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1749
 JA1749.The geoid height was determined by GEOID03.
 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  =   1.00000151
 JA1749!SPC KY1Z     -   0.99996110  x   0.99991068  =   0.99987178
 JA1749!SPC KY S     -   0.99996110  x   1.00002799  =   0.99998908
 JA1749!UTM  16      -   0.99996110  x   0.99966045  =   0.99962156
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1749.See file dsdata.txt to determine how the superseded data were derived.
 JA1749
 JA1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7006213974(NAD 83)
 JA1749_MARKER: DS = TRIANGULATION STATION DISK
 JA1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1760 ***********************************************************************
 JA1760  DESIGNATION -  HAYS
 JA1760  PID         -  JA1760
 JA1760  STATE/COUNTY-  IN/HARRISON
 JA1760  USGS QUAD   -  CORYDON WEST (1994)
 JA1760
 JA1760                         *CURRENT SURVEY CONTROL
 JA1760  ___________________________________________________________________
 JA1760* NAD 83(1997)-  38 11 56.19413(N)    086 07 41.59760(W)     ADJUSTED  
 JA1760* NAVD 88     -       211.     (meters)     692.     (feet)  SCALED    
 JA1760  ___________________________________________________________________
 JA1760  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 JA1760  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JA1760
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1760
 JA1760.The geoid height was determined by GEOID03.
 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     -   0.99997211  x   0.99998679  =   0.99995890
 JA1760!UTM  16      -   0.99997211  x   0.99967176  =   0.99964388
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1760.See file dsdata.txt to determine how the superseded data were derived.
 JA1760
 JA1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7633328248(NAD 83)
 JA1760_MARKER: DS = TRIANGULATION STATION DISK
 JA1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2267 ***********************************************************************
 HZ2267  DESIGNATION -  HAYSTACK 1884
 HZ2267  PID         -  HZ2267
 HZ2267  STATE/COUNTY-  IN/CLARK
 HZ2267  USGS QUAD   -  SPEED (1994)
 HZ2267
 HZ2267                         *CURRENT SURVEY CONTROL
 HZ2267  ___________________________________________________________________
 HZ2267* NAD 83(1997)-  38 25 14.36872(N)    085 48 55.50897(W)     ADJUSTED  
 HZ2267* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 HZ2267  ___________________________________________________________________
 HZ2267  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 HZ2267  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 HZ2267
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2267
 HZ2267.The geoid height was determined by GEOID03.
 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     -   0.99996102  x   0.99996874  =   0.99992976
 HZ2267!UTM  16      -   0.99996102  x   0.99973169  =   0.99969272
 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|---------------------------------------------------------------------|
 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
 HZ2267.Superseded values are not recommended for survey control.
 HZ2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2267.See file dsdata.txt to determine how the superseded data were derived.
 HZ2267
 HZ2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0340853154(NAD 83)
 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 = OCTOBER  6, 2006
 JA1924 ***********************************************************************
 JA1924  DESIGNATION -  HAYSVILLE
 JA1924  PID         -  JA1924
 JA1924  STATE/COUNTY-  IN/MARTIN
 JA1924  USGS QUAD   -  ALFORDSVILLE (1978)
 JA1924
 JA1924                         *CURRENT SURVEY CONTROL
 JA1924  ___________________________________________________________________
 JA1924* NAD 83(1997)-  38 30 26.45124(N)    086 54 19.72529(W)     ADJUSTED  
 JA1924* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 JA1924  ___________________________________________________________________
 JA1924  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 JA1924  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JA1924
 JA1924  HORZ ORDER  -  THIRD
 JA1924
 JA1924.The horizontal coordinates were established by classical geodetic methods
 JA1924.and adjusted by the National Geodetic Survey in May 1999..
 JA1924
 JA1924.The orthometric height was scaled from a topographic map.
 JA1924
 JA1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1924
 JA1924.The geoid height was determined by GEOID03.
 JA1924
 JA1924;                    North         East     Units Scale Factor Converg.
 JA1924;SPC IN W     -   361,823.371   915,512.616   MT  0.99996963   +0 06 38.6
 JA1924;SPC IN W     - 1,187,082.18  3,003,644.31   sFT  0.99996963   +0 06 38.6
 JA1924;UTM  16      - 4,262,112.957   508,241.172   MT  0.99960084   +0 03 31.9
 JA1924
 JA1924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1924!SPC IN W     -   0.99997767  x   0.99996963  =   0.99994730
 JA1924!UTM  16      -   0.99997767  x   0.99960084  =   0.99957852
 JA1924
 JA1924:                Primary Azimuth Mark                     Grid Az
 JA1924:SPC IN W     -  HAYSVILLE AZ MK                          359 56 44.6
 JA1924:UTM  16      -  HAYSVILLE AZ MK                          359 59 51.3
 JA1924
 JA1924|---------------------------------------------------------------------|
 JA1924| PID    Reference Object                     Distance      Geod. Az  |
 JA1924|                                                           dddmmss.s |
 JA1924| CG7998 HAYSVILLE AZ MK                                    0000323.2 |
 JA1924| CG8001 HAYSVILLE 2 AZ MK                                  0000417.2 |
 JA1924| CG7999 HAYSVILLE RM 1                       36.045 METERS 01231     |
 JA1924| JA1925 HAYSVILLE 2                          32.108 METERS 04838     |
 JA1924| CG8000 HAYSVILLE RM 2                       24.792 METERS 24718     |
 JA1924|---------------------------------------------------------------------|
 JA1924
 JA1924                          SUPERSEDED SURVEY CONTROL
 JA1924
 JA1924  NAD 83(1986)-  38 30 26.45831(N)    086 54 19.72806(W) AD(       ) 3
 JA1924  NAD 27      -  38 30 26.26900(N)    086 54 19.72900(W) AD(       ) 3
 JA1924
 JA1924.Superseded values are not recommended for survey control.
 JA1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1924.See file dsdata.txt to determine how the superseded data were derived.
 JA1924
 JA1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0824162113(NAD 83)
 JA1924_MARKER: DS = TRIANGULATION STATION DISK
 JA1924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1924
 JA1924  HISTORY     - Date     Condition        Report By
 JA1924  HISTORY     - 1946     MONUMENTED       CGS
 JA1924  HISTORY     - 1952     SEE DESCRIPTION  CGS
 JA1924
 JA1924                          STATION DESCRIPTION
 JA1924
 JA1924'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1924'THE STATION IS 1.6 MILES NORTH OF THE MAIN STREET IN HAYSVILLE, 0.1
 JA1924'MILE EAST OF STATE HIGHWAY
 JA1924'45, 96 FEET NORTHEAST OF THE CENTERLINE OF A GRAVEL
 JA1924'ROAD, 38 FEET NORTHWEST OF A POWER
 JA1924'POLE, AND 20 FEET WEST OF THE EAST
 JA1924'EDGE OF A CULTIVATED FIELD.  THE MARK IS 12 INCHES
 JA1924'BELOW THE SURFACE
 JA1924'OF THE GROUND, AND THE DISK IS STAMPED HAYSVILLE 1946.
 JA1924'
 JA1924'REFERENCE MARK NO 1 IS 118.26 FEET NORTH OF THE STATION, 5 FEET EAST
 JA1924'OF THE EAST EDGE OF A
 JA1924'CULTIVATED FIELD, AND 2.5 FEET SOUTH OF A WITNESS
 JA1924'POST.  THE MARK PROJECTS 6 INCHES
 JA1924'AND THE DISK IS STAMPED HAYSVILLE NO 1 1946.
 JA1924'
 JA1924'REFERENCE MARK NO 2 IS 81.34 FEET SOUTHWEST OF THE STATION, 57 FEET
 JA1924'SOUTH OF A POWER POLE, 20
 JA1924'FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD, AND IS
 JA1924'ON THE SOUTH EDGE OF A CULTIVATED
 JA1924'FIELD.  THE MARK PROJECTS 6 INCHES
 JA1924'AND THE DISK IS STAMPED HAYSVILLE NO 2 1946.
 JA1924'
 JA1924'THE AZIMUTH MARK IS 40 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 JA1924'45, 45 FEET SOUTH OF WITNESS
 JA1924'POST, AND 52 FEET NORTH OF A POWERLINE POLE.  THE
 JA1924'MARK PROJECTS 6 INCHES AND THE DISK
 JA1924'IS STAMPED HAYSVILLE 1946.
 JA1924'
 JA1924'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JA1924
 JA1924                          STATION RECOVERY (1952)
 JA1924
 JA1924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 JA1924'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 JA1924'CONDITION.  THE DISTANCE TO
 JA1924'THE AZIMUTH MARK WAS 1.0 MILE INSTEAD OF 0.5 MILE.  ST
 JA1924'PAUL LUTHERAN CHURCH, SPIRE
 JA1924'NOT VISIBLE FROM THE GROUND.
 JA1924'
 JA1924'AT THE REQUEST OF MR ROBERT BUCHTA, THE PROPERTY OWNER, WHO IS
 JA1924'ERRECTING A NUMBER OF
 JA1924'PERMANENT POULTRY BUILDINGS, THE SURFACE STATION AND
 JA1924'REFERENCE MARKS WERE
 JA1924'DESTROYED AFTER A NEW STATION HAYSVILLE 2 WAS ESTABLISHED.
 JA1924'
 JA1924'THE UNDERGROUND STATION MARK WAS NOT REMOVED SINCE THERE IS A
 JA1924'POSSIBILITY THAT THE
 JA1924'GRADING AND CONSTRUCTION MAY NOT BE AS EXTENSIVE AS IN NOW PLANNED.
 JA1924'
 JA1924'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1925 ***********************************************************************
 JA1925  DESIGNATION -  HAYSVILLE 2
 JA1925  PID         -  JA1925
 JA1925  STATE/COUNTY-  IN/MARTIN
 JA1925  USGS QUAD   -  ALFORDSVILLE (1978)
 JA1925
 JA1925                         *CURRENT SURVEY CONTROL
 JA1925  ___________________________________________________________________
 JA1925* NAD 83(1997)-  38 30 27.13951(N)    086 54 18.73086(W)     ADJUSTED  
 JA1925* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 JA1925  ___________________________________________________________________
 JA1925  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 JA1925  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JA1925
 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.No horizontal observational check was made to the station.
 JA1925
 JA1925.The orthometric height was scaled from a topographic map.
 JA1925
 JA1925.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1925
 JA1925.The geoid height was determined by GEOID03.
 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     -   0.99997767  x   0.99996964  =   0.99994731
 JA1925!UTM  16      -   0.99997767  x   0.99960084  =   0.99957852
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1925.See file dsdata.txt to determine how the superseded data were derived.
 JA1925
 JA1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0826562134(NAD 83)
 JA1925_MARKER: DS = TRIANGULATION STATION DISK
 JA1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1925_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 JA1925'45, IN A CULTIVATED FIELD AT THE REAR OF THE HOME AND
 JA1925'ON PROPERTY OF MR J L HOFFMAN.
 JA1925'IT IS 155 FEET NORTH OF THE NORTHWEST
 JA1925'CORNER OF MR HOFFMANS HOUSE, 95 FEET SOUTHEAST OF
 JA1925'THE SOUTHEAST
 JA1925'CORNER OF A GLAZED TILE POULTRY BUILDING, 115 FEET NORTHEAST OF A
 JA1925'POWER LINE POLE
 JA1925'AND 42 FEET EAST OF THE CENTER OF A GRAVEL DRIVEWAY.
 JA1925'THE MARK IS ABOUT 18 INCHES BELOW
 JA1925'THE SURFACE OF THE GROUND AND THE
 JA1925'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
 JA1925'FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 JA1925'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
 JA1925'SET IN THE TOP OF A SMALL L SHAPED CULVERT ABUTMENT.  IT IS
 JA1925'54 FEET SOUTHWEST OF THE
 JA1925'SOUTHWEST CORNER OF THE HOUSE, 21 FEET NORTH
 JA1925'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
 JA1925'POWER LINE POLE AND 26 FEET WEST OF THE CENTER OF A
 JA1925'GRAVEL DRIVEWAY.  THE MARK IS ABOUT 3 FEET
 JA1925'BELOW THE SURFACE OF THE 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
 JA1925'45, 4 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT
 JA1925'EAST OF A FENCE.  THE MARK PROJECTS
 JA1925'ABOUT 6 INCHES AND THE DISK IS
 JA1925'STAMPED HAYSVILLE 2 1952.
 JA1925'
 JA1925'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 45 AND
 JA1925'THE MAIN CROSS STREET IN
 JA1925'HAYSVILLE, GO NORTH ON HIGHWAY 45 FOR 1.6 MILES, TO A
 JA1925'GRAVEL T-ROAD RIGHT TURN RIGHT AND
 JA1925'GO EAST FOR 0.1 MILE TO A GRAVEL
 JA1925'DRIVEWAY AND HOUSE ON THE LEFT, TURN LEFT AND GO
 JA1925'NORTH ON GRAVEL
 JA1925'DRIVEWAY FOR ABOUT 250 FEET TO TOP OF HILL AND STATION ON THE RIGHT
 JA1925'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
 JA1925'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
 JA1925'THE 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
 JA1925'ON HOFFMAN ROAD AND GO EAST FOR 0.1 MILE TO A DRIVEWAY AND HOUSE
 JA1925'ON THE LEFT.  THE STATION IS IN A FIELD JUST NORTH AND BEHIND
 JA1925'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 = OCTOBER  6, 2006
 JA2009 ***********************************************************************
 JA2009  DESIGNATION -  HAZELTON
 JA2009  PID         -  JA2009
 JA2009  STATE/COUNTY-  IN/GIBSON
 JA2009  USGS QUAD   -  PATOKA (1989)
 JA2009
 JA2009                         *CURRENT SURVEY CONTROL
 JA2009  ___________________________________________________________________
 JA2009* NAD 83(1997)-  38 29 12.12551(N)    087 31 51.23404(W)     ADJUSTED  
 JA2009* NAVD 88     -       164.     (meters)     538.     (feet)  SCALED    
 JA2009  ___________________________________________________________________
 JA2009  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 JA2009  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JA2009
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2009
 JA2009.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2009.See file dsdata.txt to determine how the superseded data were derived.
 JA2009
 JA2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5369859951(NAD 83)
 JA2009_MARKER: DS = TRIANGULATION STATION DISK
 JA2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2009_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JA2009
 JA2009  HISTORY     - Date     Condition        Report By
 JA2009  HISTORY     - 1968     MONUMENTED       CGS
 JA2009
 JA2009                          STATION DESCRIPTION
 JA2009
 JA2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2009'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF DECKER, 1 MILE
 JA2009'SOUTHEAST OF
 JA2009'HAZELTON IN THE SOUTHEAST CORNER OF PASTURE ON LAND
 JA2009'OWNED BY MR ELLIS.
 JA2009'
 JA2009'TO REACH THE STATION FROM THE POST OFFICE IN HAZELTON, GO SOUTH AND
 JA2009'SOUTHEAST ON STATE
 JA2009'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
 JA2009'FEET NORTHEAST FO A FENCE CORNER, 19 FEET
 JA2009'NORTHEAST OF A TELEPHONE POLE AND
 JA2009'13.5 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
 JA2009'9.5 FEET SOUTHWEST OF THE CENTER OF A METAL GATE, 2.2
 JA2009'FEET SOUTHEAST OF A METAL WITNESS
 JA2009'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
 JA2009'FEET SOUTH OF THE CENTER OF A FIELD ROAD, 2.2 FEET
 JA2009'WEST OF A METAL WITNESS POST AND 1.7
 JA2009'FEET NORTH OF A FENCE.
 JA2009'
 JA2009'AZIMUTH MARK, STAMPED HAZELTON 1967 IS SET FLUSH WITH THE GROUND
 JA2009'SURFACE.  IT IS 17
 JA2009'FEET EAST OF THE CENTER OF STATE HIGHWAY 56, 2
 JA2009'FEET SOUTH OF A METAL WITNESS POST, 1
 JA2009'FOOT NORTHEAST OF A POWER POLE
 JA2009'AND 1 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
 JA2009'TO THE MARK ON THE LEFT AS DESCRIBED.
 JA2009'
 JA2009'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2010 ***********************************************************************
 JA2010  DESIGNATION -  HAZELTON TEL MICROWAVE KSN 89
 JA2010  PID         -  JA2010
 JA2010  STATE/COUNTY-  IN/GIBSON
 JA2010  USGS QUAD   -  PATOKA (1989)
 JA2010
 JA2010                         *CURRENT SURVEY CONTROL
 JA2010  ___________________________________________________________________
 JA2010* NAD 83(1997)-  38 26 49.19710(N)    087 30 24.79920(W)     ADJUSTED  
 JA2010* NAVD 88     -                                                        
 JA2010  ___________________________________________________________________
 JA2010  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 JA2010  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 JA2010
 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
 JA2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2010
 JA2010.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA2010
 JA2010  NAD 83(1993)-  38 26 49.20456(N)    087 30 24.79915(W) AD(       ) 4
 JA2010  NAD 83(1986)-  38 26 49.20600(N)    087 30 24.79984(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2010.See file dsdata.txt to determine how the superseded data were derived.
 JA2010
 JA2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5576855534(NAD 83)
 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 = OCTOBER  6, 2006
 LB2629 ***********************************************************************
 LB2629  DESIGNATION -  HEADLEE
 LB2629  PID         -  LB2629
 LB2629  STATE/COUNTY-  IN/WHITE
 LB2629  USGS QUAD   -  BUFFALO (1979)
 LB2629
 LB2629                         *CURRENT SURVEY CONTROL
 LB2629  ___________________________________________________________________
 LB2629* NAD 83(1997)-  40 53 00.08209(N)    086 39 32.60027(W)     ADJUSTED  
 LB2629* NAVD 88     -       211.     (meters)     692.     (feet)  SCALED    
 LB2629  ___________________________________________________________________
 LB2629  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 LB2629  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 LB2629
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2629
 LB2629.The geoid height was determined by GEOID03.
 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;SPC IN E     -   626,079.123    16,360.328   MT  1.00005274   -0 38 58.5
 LB2629;SPC IN E     - 2,054,061.26     53,675.51   sFT  1.00005274   -0 38 58.5
 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  =   0.99995461
 LB2629!SPC IN E     -   0.99997221  x   1.00005274  =   1.00002495
 LB2629!UTM  16      -   0.99997221  x   0.99961016  =   0.99958238
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2629.See file dsdata.txt to determine how the superseded data were derived.
 LB2629
 LB2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2872425865(NAD 83)
 LB2629_MARKER: DS = TRIANGULATION STATION DISK
 LB2629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2629
 LB2629  HISTORY     - Date     Condition        Report By
 LB2629  HISTORY     - 1947     MONUMENTED       CGS
 LB2629  HISTORY     - 1978     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2198 ***********************************************************************
 LB2198  DESIGNATION -  HEALY
 LB2198  PID         -  LB2198
 LB2198  STATE/COUNTY-  IN/NEWTON
 LB2198  USGS QUAD   -  KENTLAND (1980)
 LB2198
 LB2198                         *CURRENT SURVEY CONTROL
 LB2198  ___________________________________________________________________
 LB2198* NAD 83(1997)-  40 50 39.40991(N)    087 26 07.88064(W)     ADJUSTED  
 LB2198* NAVD 88     -       202.     (meters)     663.     (feet)  SCALED    
 LB2198  ___________________________________________________________________
 LB2198  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 LB2198  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LB2198
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2198
 LB2198.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2198.See file dsdata.txt to determine how the superseded data were derived.
 LB2198
 LB2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6328621562(NAD 83)
 LB2198_MARKER: DS = TRIANGULATION STATION DISK
 LB2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2534 ***********************************************************************
 ME2534  DESIGNATION -  HEBRON
 ME2534  PID         -  ME2534
 ME2534  STATE/COUNTY-  IN/PORTER
 ME2534  USGS QUAD   -  HEBRON (1972)
 ME2534
 ME2534                         *CURRENT SURVEY CONTROL
 ME2534  ___________________________________________________________________
 ME2534* NAD 83(1997)-  41 19 28.09312(N)    087 12 24.07568(W)     ADJUSTED  
 ME2534* NAVD 88     -       217.     (meters)     712.     (feet)  SCALED    
 ME2534  ___________________________________________________________________
 ME2534  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 ME2534  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 ME2534
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2534
 ME2534.The geoid height was determined by GEOID03.
 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     -   0.99997126  x   0.99996798  =   0.99993924
 ME2534!UTM  16      -   0.99997126  x   0.99960368  =   0.99957496
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2534.See file dsdata.txt to determine how the superseded data were derived.
 ME2534
 ME2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8270374798(NAD 83)
 ME2534_MARKER: DS = TRIANGULATION STATION DISK
 ME2534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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.
 ME2534'IT IS 99 FEET SOUTHEAST OF THE INTERSECTION OF THE HIGHWAY AND A DIRT
 ME2534'ROAD EAST, 87 FEET SOUTHWEST OF THE
 ME2534'SOUTH RAIL OF THE PENNSYLVANIA RAILROAD, 27 FEET
 ME2534'NORTHEAST OF THE CENTER OF THE HIGHWAY, 20 FEET
 ME2534'SOUTHWEST OF THE CENTER OF THE DIRT
 ME2534'ROAD AND 6 FEET WEST OF A 14 INCH WALNUT TREE.  THE MARK IS FLUSH
 ME2534'AND THE DISK IS STAMPED HEBRON
 ME2534'1952.
 ME2534'
 ME2534'REFERENCE MARK NO. 1 IS 44 FEET SOUTHWEST OF THE SOUTH RAIL OF THE
 ME2534'RAILROAD, 20 FEET NORTHEAST
 ME2534'OF THE CENTER OF DIRT ROAD AND 2 FEET WEST OF A WHITE WITNESS POST.
 ME2534'THE MARK PROJECTS 2 INCHES AND
 ME2534'THE DISK IS STAMPED HEBRON NO 1 1952.
 ME2534'
 ME2534'REFERENCE MARK NO. 2 IS 29 FEET NORTHEAST OF THE CENTER OF THE
 ME2534'HIGHWAY AND 28 FEET SOUTHWEST
 ME2534'OF THE CENTER OF THE DIRT ROAD.  THE MARK IS FLUSH AND THE DISK IS
 ME2534'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
 ME2534'WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 ME2534'STAMPED HEBRON 1952.
 ME2534'
 ME2534'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 53 AND
 ME2534'THE PENNSYLVANIA
 ME2534'RAILROAD DEPOT IN HEBRON, GO WEST AND NORTH ON STATE HIGHWAY 53 FOR
 ME2534'0.4 MILE TO THE STATION ON THE
 ME2534'RIGHT AS DESCRIBED, CONTINUE ON HIGHWAY FOR 0.25 MILE
 ME2534'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
 ME2534'WITH THE BELOW
 ME2534'CHANGES.
 ME2534'
 ME2534'THE STATION MARK IS 59 FEET SOUTHEAST OF POINT OF TRIANGLE FORMED
 ME2534'BY THE HIGHWAY AND
 ME2534'GRAVELED ROAD, 73 FEET SOUTHEAST OF A POWER POLE
 ME2534'AND 1 FOOT SOUTH OF A METAL WITNESS
 ME2534'POST.
 ME2534'
 ME2534'THE AZIMUTH MARK IS 5 FEET SOUTHEAST OF A POWER POLE AND 1 FOOT
 ME2534'SOUTHEAST OF A
 ME2534'METAL WITNESS POST.
 ME2534'
 ME2534'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT HEBRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2237 ***********************************************************************
 LB2237  DESIGNATION -  HECK RESET
 LB2237  PID         -  LB2237
 LB2237  STATE/COUNTY-  IN/WARREN
 LB2237  USGS QUAD   -  WEST LEBANON (1980)
 LB2237
 LB2237                         *CURRENT SURVEY CONTROL
 LB2237  ___________________________________________________________________
 LB2237* NAD 83(1997)-  40 18 57.93061(N)    087 27 11.66243(W)     ADJUSTED  
 LB2237* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 LB2237  ___________________________________________________________________
 LB2237  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 LB2237  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LB2237
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2237
 LB2237.The geoid height was determined by GEOID03.
 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;SPC IL E     -   405,469.274   374,805.536   MT  1.00004386   +0 34 10.0
 LB2237;SPC IL E     - 1,330,277.11  1,229,674.50   sFT  1.00004386   +0 34 10.0
 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     -   0.99996973  x   0.99997883  =   0.99994856
 LB2237!SPC IL E     -   0.99996973  x   1.00004386  =   1.00001359
 LB2237!UTM  16      -   0.99996973  x   0.99961825  =   0.99958800
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2237.See file dsdata.txt to determine how the superseded data were derived.
 LB2237
 LB2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK6149162940(NAD 83)
 LB2237_MARKER: DS = TRIANGULATION STATION DISK
 LB2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2237_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2560 ***********************************************************************
 LB2560  DESIGNATION -  HEDDRICH
 LB2560  PID         -  LB2560
 LB2560  STATE/COUNTY-  IN/CLINTON
 LB2560  USGS QUAD   -  PYRMONT (1961)
 LB2560
 LB2560                         *CURRENT SURVEY CONTROL
 LB2560  ___________________________________________________________________
 LB2560* NAD 83(1997)-  40 24 20.88875(N)    086 38 50.48067(W)     ADJUSTED  
 LB2560* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 LB2560  ___________________________________________________________________
 LB2560  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 LB2560  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 LB2560
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2560
 LB2560.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2560.See file dsdata.txt to determine how the superseded data were derived.
 LB2560
 LB2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2992372859(NAD 83)
 LB2560_MARKER: DS = TRIANGULATION STATION DISK
 LB2560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2558 ***********************************************************************
 LB2558  DESIGNATION -  HEDDRICH 2
 LB2558  PID         -  LB2558
 LB2558  STATE/COUNTY-  IN/CLINTON
 LB2558  USGS QUAD   -  PYRMONT (1961)
 LB2558
 LB2558                         *CURRENT SURVEY CONTROL
 LB2558  ___________________________________________________________________
 LB2558* NAD 83(1997)-  40 24 21.12330(N)    086 38 49.98101(W)     ADJUSTED  
 LB2558* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 LB2558  ___________________________________________________________________
 LB2558  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 LB2558  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 LB2558
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2558
 LB2558.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2558.See file dsdata.txt to determine how the superseded data were derived.
 LB2558
 LB2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2993472866(NAD 83)
 LB2558_MARKER: DS = TRIANGULATION STATION DISK
 LB2558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2246 ***********************************************************************
 LB2246  DESIGNATION -  HEDRICK
 LB2246  PID         -  LB2246
 LB2246  STATE/COUNTY-  IN/WARREN
 LB2246  USGS QUAD   -  BISMARCK (1991)
 LB2246
 LB2246                         *CURRENT SURVEY CONTROL
 LB2246  ___________________________________________________________________
 LB2246* NAD 83(1997)-  40 16 54.49106(N)    087 31 45.92564(W)     ADJUSTED  
 LB2246* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 LB2246  ___________________________________________________________________
 LB2246  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 LB2246  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 LB2246
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2246
 LB2246.The geoid height was determined by GEOID03.
 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;SPC IL E     -   401,600.294   368,364.568   MT  1.00003251   +0 31 11.2
 LB2246;SPC IL E     - 1,317,583.63  1,208,542.75   sFT  1.00003251   +0 31 11.2
 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!SPC IL E     -   0.99997175  x   1.00003251  =   1.00000426
 LB2246!UTM  16      -   0.99997175  x   0.99962493  =   0.99959669
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2246.See file dsdata.txt to determine how the superseded data were derived.
 LB2246
 LB2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK5499559170(NAD 83)
 LB2246_MARKER: DS = TRIANGULATION STATION DISK
 LB2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1973 ***********************************************************************
 JA1973  DESIGNATION -  HEILMAN
 JA1973  PID         -  JA1973
 JA1973  STATE/COUNTY-  IN/WARRICK
 JA1973  USGS QUAD   -  HOLLAND (1984)
 JA1973
 JA1973                         *CURRENT SURVEY CONTROL
 JA1973  ___________________________________________________________________
 JA1973* NAD 83(1997)-  38 09 41.04508(N)    087 06 31.59165(W)     ADJUSTED  
 JA1973* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 JA1973  ___________________________________________________________________
 JA1973  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 JA1973  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 JA1973
 JA1973  HORZ ORDER  -  SECOND
 JA1973
 JA1973.The horizontal coordinates were established by classical geodetic methods
 JA1973.and adjusted by the National Geodetic Survey in May 1999..
 JA1973
 JA1973.The orthometric height was scaled from a topographic map.
 JA1973
 JA1973.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1973
 JA1973.The geoid height was determined by GEOID03.
 JA1973
 JA1973;                    North         East     Units Scale Factor Converg.
 JA1973;SPC IN W     -   323,408.970   897,770.336   MT  0.99996673   -0 00 56.6
 JA1973;SPC IN W     - 1,061,050.93  2,945,434.84   sFT  0.99996673   -0 00 56.6
 JA1973;UTM  16      - 4,223,728.677   490,470.773   MT  0.99960112   -0 04 02.0
 JA1973
 JA1973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1973!SPC IN W     -   0.99997862  x   0.99996673  =   0.99994535
 JA1973!UTM  16      -   0.99997862  x   0.99960112  =   0.99957975
 JA1973
 JA1973:                Primary Azimuth Mark                     Grid Az
 JA1973:SPC IN W     -  HEILMAN AZ MK                            158 50 02.4
 JA1973:UTM  16      -  HEILMAN AZ MK                            158 53 07.8
 JA1973
 JA1973|---------------------------------------------------------------------|
 JA1973| PID    Reference Object                     Distance      Geod. Az  |
 JA1973|                                                           dddmmss.s |
 JA1973| CG8007 HEILMAN AZ MK                                      1584905.8 |
 JA1973| CG8010 HEILMAN RM 3                         26.329 METERS 16720     |
 JA1973| CG8008 HEILMAN RM 1                         26.457 METERS 16805     |
 JA1973| JA1992 CHAPMAN                             APPROX.13.6 KM 2980107.2 |
 JA1973| CG8009 HEILMAN RM 2                         29.361 METERS 30331     |
 JA1973|---------------------------------------------------------------------|
 JA1973
 JA1973                          SUPERSEDED SURVEY CONTROL
 JA1973
 JA1973  NAD 83(1993)-  38 09 41.04914(N)    087 06 31.59275(W) AD(       ) 2
 JA1973  NAD 83(1986)-  38 09 41.05330(N)    087 06 31.59438(W) AD(       ) 2
 JA1973  NAD 27      -  38 09 40.86500(N)    087 06 31.59500(W) AD(       ) 2
 JA1973
 JA1973.Superseded values are not recommended for survey control.
 JA1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1973.See file dsdata.txt to determine how the superseded data were derived.
 JA1973
 JA1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9047123729(NAD 83)
 JA1973_MARKER: DS = TRIANGULATION STATION DISK
 JA1973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1973
 JA1973  HISTORY     - Date     Condition        Report By
 JA1973  HISTORY     - 1946     MONUMENTED       CGS
 JA1973  HISTORY     - 1972     GOOD             NGS
 JA1973
 JA1973                          STATION DESCRIPTION
 JA1973
 JA1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1973'THE STATION ON THE HIGHEST POINT OF A RIDGE, ABOUT 3 MILES SOUTH OF
 JA1973'SELVIN, 1 MILE NORTHWEST
 JA1973'OF HEILMAN, 52 FEET SOUTH OF A FENCELINE, 46 FEET
 JA1973'WEST OF THE CENTERLINE OF A GRAVEL
 JA1973'ROAD AND 7.5 FEET NORTH OF
 JA1973'A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 JA1973'DISK IS STAMPED HEILMAN 1946.
 JA1973'
 JA1973'REFERENCE MARK NO 1 IS 86.80 FEET SOUTH OF THE STATION, 82 FEET EAST
 JA1973'OF A POWER POLE AND 32 FEET
 JA1973'WEST OF THE CENTERLINE OF A GRAVEL ROAD.  THE MARK
 JA1973'PROJECTS 6 INCHES AND THE DISK IS
 JA1973'STAMPED HEILMAN NO 1 1946.
 JA1973'
 JA1973'REFERENCE MARK NO 2 IS 96.38 FEET NORTHWEST OF THE STATION, ABOUT 125
 JA1973'FEET NORTH OF A POWER
 JA1973'POLE AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK
 JA1973'PROJECTS 7 INCHES AND THE DISK IS
 JA1973'STAMPED HEILMAN NO 2 1946.
 JA1973'
 JA1973'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHEAST OF THE STATION, 59 FEET
 JA1973'WEST ON THE LONE STAR
 JA1973'RANCH MAILBOX, 23 FEET SOUTH OF THE CENTERLINE OF THE
 JA1973'HIGHWAY, 3 FEET WEST OF A FENCE
 JA1973'CORNER AND 2 FEET EAST OF A WITNESS
 JA1973'POST.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 JA1973'STAMPED HEILMAN 1946.
 JA1973'
 JA1973'TO REACH THE STATION FROM THE CROSSROAD IN HEILMAN, THIS IS WHERE
 JA1973'STATE HIGHWAY 161 TURNS
 JA1973'SHARP RIGHT, GO WEST ON STATE HIGHWAY 161 FOR 0.95 MILE TO
 JA1973'THE AZIMUTH MARK ON THE
 JA1973'LEFT, THEN CONTINUE WEST FOR 0.05 MILE TO A
 JA1973'GRAVEL ROAD RIGHT, TURN RIGHT AND GO NORTH
 JA1973'0.25 MILE TO A GATE ON THE
 JA1973'LEFT AND THE STATION.
 JA1973'
 JA1973'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1973
 JA1973                          STATION RECOVERY (1972)
 JA1973
 JA1973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JA1973'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 JA1973'RECOVERED IN GOOD CONDITION.  THE CONCRETE MONUMENT WITH THE DISK
 JA1973'INTACT WAS FOUND LAYING ON ITS SIDE AND NEARLY COVERED OVER.  THE
 JA1973'CONCRETE MONUMENT WAS RESET AND FIRMLY CEMENTED AROUND AND THE
 JA1973'DISK ALTERED TO READ HEILMAN 1946 NO 3 1972.  THE AZIMUTH MARK IS
 JA1973'NO LONGER VISIBLE FROM THE STATION, DUE TO DENSE WOODS ON
 JA1973'LINE.  THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLE
 JA1973'OBSERVED BETWEEN THE OLD REFERENCE MARK NO. 2 AND THE REFERENCE
 JA1973'MARK NO. 3.  VERTICAL ANGLES WERE OBSERVED UPON THE REFERENCE
 JA1973'MARKS AND SLOPE MEASUREMENTS MADE, AND WHEN REDUCED TO THE
 JA1973'HORIZONTAL A DISCREPANCY OF - 0.04 OF A FOOT WAS NOTED IN THE
 JA1973'DISTANCE TO REFERENCE MARK NO. 2.
 JA1973'
 JA1973'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 JA1973'
 JA1973'THE STATION IS LOCATED ON THE HIGHEST POINT OF A HEAVILY WOODED
 JA1973'RIDGE, ABOUT 3 MILES SOUTH OF SELVIN AND ABOUT 1 MILE NORTHWEST OF
 JA1973'THE MT. OLIVE CHURCH IN THE SMALL COMMUNITY OF HEILMAN.
 JA1973'
 JA1973'TO REACH THE STATION FROM THE MAIN CROSSROAD JUST SOUTH OF THE
 JA1973'MT. OLIVE CHURCH IN HEILMAN WHERE STATE ROUTE 161 CURVES WEST, GO
 JA1973'WESTERLY ON STATE ROUTE 161 FOR 0.95 OF A MILE TO THE AZIMUTH MARK
 JA1973'ON THE LEFT AS DESCRIBED.  CONTINUE WESTERLY ON STATE ROUTE 161
 JA1973'FOR ABOUT 0.05 OF A MILE TO A GRAVELED T ROAD ON THE RIGHT, TURN
 JA1973'RIGHT ON THIS GRAVELED ROAD AND GO NORTHERLY FOR 0.25 OF A MILE TO
 JA1973'THE SUMMIT OF A RIDGE, A DIM WOODS ROAD ON THE LEFT, AND THE
 JA1973'STATION ON THE LEFT ABOUT 15 YARDS AS DESCRIBED.
 JA1973'
 JA1973'THE STATION IS 106 FEET NORTHEAST OF A TELEPHONE POLE, 63 FEET
 JA1973'SOUTH-SOUTHEAST OF AN 18-INCH WHITE OAK, 44 FEET WEST OF THE
 JA1973'APPROXIMATE CENTER OF THE GRAVELED ROAD, 29 FEET EAST OF A 14-INCH
 JA1973'WHITE OAK, 21 FEET NORTH OF THE APPROXIMATE CENTER OF THE DIM
 JA1973'WOODS ROAD, 0.8 OF A FOOT SOUTH OF A METAL WITNESS POST AND SIGN,
 JA1973'AND AT THE NORTH EDGE OF A SMALL CLEARING.  IT IS A STANDARD DISK
 JA1973'SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS
 JA1973'6 INCHES AND THE DISK IS STAMPED HEILMAN 1946.
 JA1973'
 JA1973'REFERENCE MARK NO. 2 IS 123 FEET WEST OF THE APPROXIMATE CENTER OF
 JA1973'THE GRAVELED ROAD, 120 FEET SOUTH OF A TELEPHONE POLE, 47 FEET WEST
 JA1973'OF AN 18-INCH WHITE OAK TREE, 1.0 FOOT EAST OF A METAL WITNESS POST
 JA1973'AND SIGN, AND IN A DENSE STAND OF SAPLINGS.  IT IS A STANDARD DISK
 JA1973'SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT
 JA1973'PROJECTS 8 INCHES AND THE DISK IS STAMPED HEILMAN NO 2 1946.
 JA1973'
 JA1973'REFERENCE MARK NO. 3 IS 69 FEET SOUTH OF THE APPROXIMATE CENTER OF
 JA1973'THE DIM WOODS ROAD, 34 FEET EAST-SOUTHEAST OF A 12-INCH BLACK OAK
 JA1973'TREE, 28 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD,
 JA1973'0.9 OF A FOOT NORTH OF A METAL WITNESS POST AND SIGN, AND IN A
 JA1973'SPARSE STAND OF SAPLINGS.  IT IS A STANDARD DISK SET IN THE TOP OF A
 JA1973'12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND THE
 JA1973'DISK IS STAMPED HEILMAN 1946 NO 3 1972.
 JA1973'
 JA1973'DUE TO A LARGE FALLEN TREE AND A DENSE, BRUSH THICKET ON LINE BETWEEN
 JA1973'THE REFERENCE MARKS, NO EFFORT WAS MADE TO MEASURE BETWEEN THEM.
 JA1973'
 JA1973'THE AZIMUTH MARK IS ABOUT 0.3 OF A MILE SOUTH-SOUTHEAST OF THE
 JA1973'STATION, 74 FEET WEST OF THE APPROXIMATE CENTER OF A DRIVEWAY
 JA1973'LEADING INTO THE LONE STAR RANCH, 56 FEET WEST OF A NORTHEAST FENCE
 JA1973'CORNER POST, 34 FEET WEST-SOUTHWEST OF AN 18-INCH BLACK WALNUT
 JA1973'TREE, 23 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 161, 20
 JA1973'FEET WEST OF A TELEPHONE POLE, 1.8 FEET NORTH OF A HEAVY METAL
 JA1973'CHAIN LINK FENCE, AND 1.0 FOOT EAST OF A METAL WITNESS POST AND
 JA1973'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 JA1973'SQUARE, CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS
 JA1973'STAMPED HEILMAN 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2522 ***********************************************************************
 ME2522  DESIGNATION -  HEINOLD ELEV CO GRAIN ELEVATOR
 ME2522  PID         -  ME2522
 ME2522  STATE/COUNTY-  IN/PORTER
 ME2522  USGS QUAD   -  KOUTS (1992)
 ME2522
 ME2522                         *CURRENT SURVEY CONTROL
 ME2522  ___________________________________________________________________
 ME2522* NAD 83(1997)-  41 19 02.35282(N)    087 06 48.88063(W)     ADJUSTED  
 ME2522* NAVD 88     -                                                        
 ME2522  ___________________________________________________________________
 ME2522  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 ME2522  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 ME2522
 ME2522  HORZ ORDER  -  THIRD
 ME2522
 ME2522.The horizontal coordinates were established by classical geodetic methods
 ME2522.and adjusted by the National Geodetic Survey in May 1999..
 ME2522
 ME2522
 ME2522.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2522
 ME2522.The geoid height was determined by GEOID03.
 ME2522
 ME2522;                    North         East     Units Scale Factor Converg.
 ME2522;SPC IN W     -   673,798.088   897,467.691   MT  0.99996675   -0 01 11.9
 ME2522;SPC IN W     - 2,210,619.23  2,944,441.92   sFT  0.99996675   -0 01 11.9
 ME2522;UTM  16      - 4,573,989.811   490,493.878   MT  0.99960111   -0 04 30.0
 ME2522
 ME2522                          SUPERSEDED SURVEY CONTROL
 ME2522
 ME2522  NAD 83(1986)-  41 19 02.35800(N)    087 06 48.88636(W) AD(       ) 4
 ME2522  NAD 27      -  41 19 02.21600(N)    087 06 48.77900(W) AD(       ) 3
 ME2522
 ME2522.Superseded values are not recommended for survey control.
 ME2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2522.See file dsdata.txt to determine how the superseded data were derived.
 ME2522
 ME2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9049473990(NAD 83)
 ME2522_MARKER: 65 = GRAIN ELEVATOR
 ME2522
 ME2522  HISTORY     - Date     Condition        Report By
 ME2522  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2522
 ME2522                          STATION DESCRIPTION
 ME2522
 ME2522'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2522'STATION IS THE CENTER OF THE TOP OF A SMALL WHITE BUILDING,
 ME2522'LOCATED AT THE TOP
 ME2522'OF A LARGE CONCRETE GRAIN ELEVATOR, ABOUT 200 FEET HIGH, LOCATED
 ME2522'ABOUT 4-1/2 MILES WEST OF KOUTS AND
 ME2522'300 FEET SOUTH OF STATE HIGHWAY 8.
 ME2522'
 ME2522'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 8 AND 49 IN
 ME2522'KOUTS, GO WEST ON HIGHWAY 8 FOR
 ME2522'4 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1487 ***********************************************************************
 MD1487  DESIGNATION -  HELMER
 MD1487  PID         -  MD1487
 MD1487  STATE/COUNTY-  IN/DE KALB
 MD1487  USGS QUAD   -  STROH (1993)
 MD1487
 MD1487                         *CURRENT SURVEY CONTROL
 MD1487  ___________________________________________________________________
 MD1487* NAD 83(1997)-  41 30 25.46728(N)    085 09 27.24747(W)     ADJUSTED  
 MD1487* NAVD 88     -       315.     (meters)    1033.     (feet)  SCALED    
 MD1487  ___________________________________________________________________
 MD1487  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 MD1487  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MD1487
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1487
 MD1487.The geoid height was determined by GEOID03.
 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  =   0.99984677
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1487.See file dsdata.txt to determine how the superseded data were derived.
 MD1487
 MD1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5376196688(NAD 83)
 MD1487_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1487
 MD1487  HISTORY     - Date     Condition        Report By
 MD1487  HISTORY     - 1946     MONUMENTED       CGS
 MD1487  HISTORY     - 1959     SEE DESCRIPTION  CGS
 MD1487  HISTORY     - 1960     SEE DESCRIPTION  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
 MD1487'MILES SOUTH
 MD1487'SOUTHWEST FROM HELMER AND 5 MILES WEST-SOUTHWEST FROM ASHLEY.  IT IS
 MD1487'69 FEET EAST OF THE CENTERLINE OF
 MD1487'INDIANA HIGHWAY NO. 327, 30 FEET EAST OF A FENCE CORNER AND 1 FOOT
 MD1487'SOUTH OF AN EAST-WEST FENCE LINE.  THE
 MD1487'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.
 MD1487'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED HELMER NO 1
 MD1487'1946.
 MD1487'
 MD1487'REFERENCE MARK NO. 2 IS 105.38 FEET SOUTHWEST OF THE STATION, 38 FEET
 MD1487'EAST OF THE CENTERLINE OF
 MD1487'INDIANA NO. 327 AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  THE
 MD1487'MARK PROJECTS ABOUT 2 INCHES AND
 MD1487'THE DISK IS STAMPED HELMER NO 2 1946.
 MD1487'
 MD1487'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION, 38 FEET WEST OF
 MD1487'THE CENTERLINE OF INDIANA
 MD1487'HIGHWAY NO. 327, 1 FOOT NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST
 MD1487'OF A NORTH-SOUTH FENCE LINE.  THE
 MD1487'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 MD1487'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
 MD1487'NORTH SIDE OF CORUNNA, GO WEST ON THE TWO HIGHWAYS FOR 0.4 MILE TO
 MD1487'WHERE INDIANA HIGHWAY 327 TURNS NORTH.
 MD1487'GO NORTH ON THIS HIGHWAY FOR 4.4 MILES TO THE AZIMUTH
 MD1487'MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 MD1487'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
 MD1487'IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO REFERENCE MARK
 MD1487'NO. 1, AND REFERENCE MARK NO. 2 WERE
 MD1487'VERIFIED.  OBSERVATIONS WERE MADE USING THE AZIMUTH MARK
 MD1487'AS THE INITIAL SO THE DIRECTION TO THE AZIMUTH
 MD1487'MARK COULD NOT BE VERIFIED.
 MD1487'
 MD1487'AT THE PROPERTY OWNERS REQUEST, THE STATION MARK WAS LOWERED 15
 MD1487'INCHES BELOW THE SURFACE OF
 MD1487'THE GROUND AND REFERENCE MARK NO. 1 WAS DESTROYED.  REFERENCE MARK
 MD1487'NO. 3 WAS ESTABLISHED BY THIS
 MD1487'PARTY.
 MD1487'
 MD1487'A NEW DESCRIPTION FOLLOWS.
 MD1487'
 MD1487'THE STATION IS ABOUT 1-3/4 MILES SOUTH OF HELMER, 5 MILES SOUTHWEST
 MD1487'OF ASHLEY, 4.5 MILES NORTH
 MD1487'OF CORUNNA, ALONG THE EAST SIDE OF STATE HIGHWAY 327 AND ON PROPERTY
 MD1487'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
 MD1487'OF CORUNNA, GO WEST ON HIGHWAYS 6 AND 327 FOR 0.4 MILE TO WHERE
 MD1487'HIGHWAY 327 TURNS NORTH.  TURN
 MD1487'RIGHT AND FOLLOW HIGHWAY 327 NORTHERLY 4.0 MILES TO A GRAVEL
 MD1487'CROSSROAD.  CONTINUE NORTH ON HIGHWAY 327
 MD1487'FOR 0.4 MILE TO THE RESIDENCE OF MR. ORA W.
 MD1487'SMITH ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.
 MD1487'CONTINUE NORTH ON HIGHWAY 327 FOR
 MD1487'0.2 MILE TO A WOODEN GATE ON THE RIGHT AND THE STATION 111 FEET
 MD1487'SOUTHEAST OF THE CENTER OF THE
 MD1487'WOODEN GATES.
 MD1487'
 MD1487'THE STATION MARKS ARE STANDARD DISKS SET IN CONCRETE.  THE SURFACE
 MD1487'DISK IS SET IN A SQUARE
 MD1487'CONCRETE POST 15 INCHES BELOW THE SURFACE OF THE GROUND AND IS
 MD1487'STAMPED HELMER 1946 1959.  IT IS IN
 MD1487'A CULTIVATED FIELD 67 FEET EAST OF THE CENTERLINE OF HIGHWAY 327
 MD1487'AND 29 FEET EAST OF A NORTH-SOUTH
 MD1487'FENCELINE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 MD1487'MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE
 MD1487'GROUND AND IS STAMPED HELMER
 MD1487'1946.
 MD1487'
 MD1487'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HELMER NO 2 1946, IS
 MD1487'SET IN A SQUARE CONCRETE POST
 MD1487'WHICH PROJECTS 1 INCH.  IT IS 38 FEET EAST OF THE CENTERLINE OF
 MD1487'HIGHWAY 327 AND 1 FOOT EAST OF THE
 MD1487'NORTH-SOUTH FENCELINE.
 MD1487'
 MD1487'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HELMER NO 3 1946 1959,
 MD1487'IS SET IN A SQUARE CONCRETE
 MD1487'POST WHICH PROJECTS 4 INCHES.  IT IS 38 FEET EAST OF THE CENTERLINE
 MD1487'OF HIGHWAY 327, 33 FEET SOUTH OF
 MD1487'THE CENTER OF THE WOODEN GATE AND 1 FOOT EAST OF THE
 MD1487'NORTH-SOUTH FENCELINE.
 MD1487'
 MD1487'AZIMUTH MARK, A STANDARD DISK STAMPED HELMER 1946, IS SET IN A SQUARE
 MD1487'CONCRETE POST WHICH
 MD1487'PROJECTS 2 INCHES.  IT IS 47.5 FEET NORTH OF THE CENTERLINE OF A
 MD1487'FIELD APPROACH ROAD, 38 FEET
 MD1487'WEST OF THE CENTERLINE OF HIGHWAY 327, 1 FOOT EAST OF A NORTH-SOUTH
 MD1487'FENCELINE AND 1 FOOT NORTH OF A WOODEN
 MD1487'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
 MD1487'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
 MD1487'CREST OF THE RIDGE, AND 1.5 FEET N OF 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
 MD1487'FOUNDATION ON E SIDE OF HIGHWAY, 36 FEET N OF FENCE CORNER AT 15-INCH
 MD1487'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 = OCTOBER  6, 2006
 LB2458 ***********************************************************************
 LB2458  DESIGNATION -  HEMLOCK
 LB2458  PID         -  LB2458
 LB2458  STATE/COUNTY-  IN/HOWARD
 LB2458  USGS QUAD   -  KOKOMO EAST (1994)
 LB2458
 LB2458                         *CURRENT SURVEY CONTROL
 LB2458  ___________________________________________________________________
 LB2458* NAD 83(1997)-  40 25 13.29670(N)    086 01 53.82034(W)     ADJUSTED  
 LB2458* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 LB2458  ___________________________________________________________________
 LB2458  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 LB2458  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 LB2458
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2458
 LB2458.The geoid height was determined by GEOID03.
 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     -   0.99996431  x   0.99997847  =   0.99994278
 LB2458!UTM  16      -   0.99996431  x   0.99968308  =   0.99964740
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2458.See file dsdata.txt to determine how the superseded data were derived.
 LB2458
 LB2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8215274865(NAD 83)
 LB2458_MARKER: DS = TRIANGULATION STATION DISK
 LB2458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA0042 ***********************************************************************
 KA0042  DESIGNATION -  HEN GR 2
 KA0042  PID         -  KA0042
 KA0042  STATE/COUNTY-  IN/HENDRICKS
 KA0042  USGS QUAD   -  PLAINFIELD (1980)
 KA0042
 KA0042                         *CURRENT SURVEY CONTROL
 KA0042  ___________________________________________________________________
 KA0042* NAD 83(1986)-  39 38 58.     (N)    086 23 07.     (W)     SCALED    
 KA0042* NAVD 88     -       209.156  (meters)     686.21   (feet)  ADJUSTED  
 KA0042  ___________________________________________________________________
 KA0042  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KA0042  DYNAMIC HT  -         209.044 (meters)     685.84  (feet)  COMP
 KA0042  MODELED GRAV-     980,087.3   (mgal)                       NAVD 88
 KA0042
 KA0042  VERT ORDER  -  SECOND    CLASS 0
 KA0042
 KA0042.The horizontal coordinates were scaled from a topographic map and have
 KA0042.an estimated accuracy of +/- 6 seconds.
 KA0042
 KA0042.The orthometric height was determined by differential leveling
 KA0042.and adjusted by the National Geodetic Survey in June 1991..
 KA0042
 KA0042.The geoid height was determined by GEOID03.
 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     -   488,830.      959,910.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0042.See file dsdata.txt to determine how the superseded data were derived.
 KA0042
 KA0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ527890(NAD 83)
 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             NGS
 KA0042
 KA0042                          STATION DESCRIPTION
 KA0042
 KA0042'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0636 ***********************************************************************
 KA0636  DESIGNATION -  HEND C 1
 KA0636  PID         -  KA0636
 KA0636  STATE/COUNTY-  IN/HENDRICKS
 KA0636  USGS QUAD   -  CLAYTON (1970)
 KA0636
 KA0636                         *CURRENT SURVEY CONTROL
 KA0636  ___________________________________________________________________
 KA0636* NAD 83(1986)-  39 40 14.     (N)    086 30 41.     (W)     SCALED    
 KA0636* NAVD 88     -       248.592  (meters)     815.59   (feet)  ADJUSTED  
 KA0636  ___________________________________________________________________
 KA0636  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KA0636  DYNAMIC HT  -         248.456 (meters)     815.14  (feet)  COMP
 KA0636  MODELED GRAV-     980,070.8   (mgal)                       NAVD 88
 KA0636
 KA0636  VERT ORDER  -  FIRST     CLASS II
 KA0636
 KA0636.The horizontal coordinates were scaled from a topographic map and have
 KA0636.an estimated accuracy of +/- 6 seconds.
 KA0636
 KA0636.The orthometric height was determined by differential leveling
 KA0636.and adjusted by the National Geodetic Survey in June 1991..
 KA0636
 KA0636.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0636.See file dsdata.txt to determine how the superseded data were derived.
 KA0636
 KA0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ419913(NAD 83)
 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             NGS
 KA0636  HISTORY     - 1985     GOOD             NGS
 KA0636
 KA0636                          STATION DESCRIPTION
 KA0636
 KA0636'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0058 ***********************************************************************
 KA0058  DESIGNATION -  HEND C 4
 KA0058  PID         -  KA0058
 KA0058  STATE/COUNTY-  IN/HENDRICKS
 KA0058  USGS QUAD   -  PLAINFIELD (1980)
 KA0058
 KA0058                         *CURRENT SURVEY CONTROL
 KA0058  ___________________________________________________________________
 KA0058* NAD 83(1986)-  39 41 17.     (N)    086 26 50.     (W)     SCALED    
 KA0058* NAVD 88     -       226.411  (meters)     742.82   (feet)  ADJUSTED  
 KA0058  ___________________________________________________________________
 KA0058  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KA0058  DYNAMIC HT  -         226.288 (meters)     742.41  (feet)  COMP
 KA0058  MODELED GRAV-     980,079.1   (mgal)                       NAVD 88
 KA0058
 KA0058  VERT ORDER  -  SECOND    CLASS 0
 KA0058
 KA0058.The horizontal coordinates were scaled from a topographic map and have
 KA0058.an estimated accuracy of +/- 6 seconds.
 KA0058
 KA0058.The orthometric height was determined by differential leveling
 KA0058.and adjusted by the National Geodetic Survey in June 1991..
 KA0058
 KA0058.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0058.See file dsdata.txt to determine how the superseded data were derived.
 KA0058
 KA0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ473932(NAD 83)
 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             NGS
 KA0058
 KA0058                          STATION DESCRIPTION
 KA0058
 KA0058'DESCRIBED BY NATIONAL 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0229 ***********************************************************************
 KA0229  DESIGNATION -  HEND C 5
 KA0229  PID         -  KA0229
 KA0229  STATE/COUNTY-  IN/HENDRICKS
 KA0229  USGS QUAD   -  FAYETTE (1963)
 KA0229
 KA0229                         *CURRENT SURVEY CONTROL
 KA0229  ___________________________________________________________________
 KA0229* NAD 83(1986)-  39 54 36.     (N)    086 23 51.     (W)     SCALED    
 KA0229* NAVD 88     -       278.292  (meters)     913.03   (feet)  ADJUSTED  
 KA0229  ___________________________________________________________________
 KA0229  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 KA0229  DYNAMIC HT  -         278.139 (meters)     912.53  (feet)  COMP
 KA0229  MODELED GRAV-     980,068.6   (mgal)                       NAVD 88
 KA0229
 KA0229  VERT ORDER  -  SECOND    CLASS 0
 KA0229
 KA0229.The horizontal coordinates were scaled from a topographic map and have
 KA0229.an estimated accuracy of +/- 6 seconds.
 KA0229
 KA0229.The orthometric height was determined by differential leveling
 KA0229.and adjusted by the National Geodetic Survey in June 1991..
 KA0229
 KA0229.The geoid height was determined by GEOID03.
 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     -   517,750.      958,640.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0229.See file dsdata.txt to determine how the superseded data were derived.
 KA0229
 KA0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK514179(NAD 83)
 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             NGS
 KA0229
 KA0229                          STATION DESCRIPTION
 KA0229
 KA0229'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2655 ***********************************************************************
 LB2655  DESIGNATION -  HENDRESS
 LB2655  PID         -  LB2655
 LB2655  STATE/COUNTY-  IN/WHITE
 LB2655  USGS QUAD   -  BROOKSTON NW (1979)
 LB2655
 LB2655                         *CURRENT SURVEY CONTROL
 LB2655  ___________________________________________________________________
 LB2655* NAD 83(1997)-  40 44 52.26803(N)    086 56 53.78542(W)     ADJUSTED  
 LB2655* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 LB2655  ___________________________________________________________________
 LB2655  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 LB2655  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 LB2655
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2655
 LB2655.The geoid height was determined by GEOID03.
 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     -  REYNOLDS MUNICIPAL TANK                  085 00 13.1
 LB2655:UTM  16      -  REYNOLDS MUNICIPAL TANK                  085 03 29.0
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2655.See file dsdata.txt to determine how the superseded data were derived.
 LB2655
 LB2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0436710768(NAD 83)
 LB2655_MARKER: DS = TRIANGULATION STATION DISK
 LB2655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2510 ***********************************************************************
 LB2510  DESIGNATION -  HENDRICKS
 LB2510  PID         -  LB2510
 LB2510  STATE/COUNTY-  IN/HAMILTON
 LB2510  USGS QUAD   -  NOBLESVILLE (1992)
 LB2510
 LB2510                         *CURRENT SURVEY CONTROL
 LB2510  ___________________________________________________________________
 LB2510* NAD 83(1997)-  40 03 11.41054(N)    086 01 16.90064(W)     ADJUSTED  
 LB2510* NAVD 88     -       240.16   (+/-2cm)     787.9    (feet)  VERTCON   
 LB2510  ___________________________________________________________________
 LB2510  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 LB2510  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 LB2510
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2510
 LB2510.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2510
 LB2510.The geoid height was determined by GEOID03.
 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  =   0.99994561
 LB2510!UTM  16      -   0.99996767  x   0.99968577  =   0.99965345
 LB2510
 LB2510|---------------------------------------------------------------------|
 LB2510| PID    Reference Object                     Distance      Geod. Az  |
 LB2510|                                                           dddmmss.s |
 LB2510| LB2520 SUB E                               117.804 METERS 16120     |
 LB2510| LB2514 FILL 1920                           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  NGVD 29 (07/19/86)  240.29   (m)          788.4    (f) LEVELING    3  
 LB2510
 LB2510.Superseded values are not recommended for survey control.
 LB2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2510.See file dsdata.txt to determine how the superseded data were derived.
 LB2510
 LB2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8347234117(NAD 83)
 LB2510_MARKER: DS = TRIANGULATION STATION DISK
 LB2510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2502 ***********************************************************************
 LB2502  DESIGNATION -  HENRY
 LB2502  PID         -  LB2502
 LB2502  STATE/COUNTY-  IN/HAMILTON
 LB2502  USGS QUAD   -  ARCADIA (1994)
 LB2502
 LB2502                         *CURRENT SURVEY CONTROL
 LB2502  ___________________________________________________________________
 LB2502* NAD 83(1997)-  40 07 30.97351(N)    086 00 53.96613(W)     ADJUSTED  
 LB2502* NAVD 88     -       257.87   (+/-2cm)     846.0    (feet)  VERTCON   
 LB2502  ___________________________________________________________________
 LB2502  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 LB2502  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 LB2502
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2502
 LB2502.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2502
 LB2502.The geoid height was determined by GEOID03.
 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     -   0.99996490  x   0.99997751  =   0.99994241
 LB2502!UTM  16      -   0.99996490  x   0.99968671  =   0.99965162
 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  NGVD 29 (07/19/86)  258.00   (m)          846.5    (f) LEVELING    3  
 LB2502
 LB2502.Superseded values are not recommended for survey control.
 LB2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2502.See file dsdata.txt to determine how the superseded data were derived.
 LB2502
 LB2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8392742126(NAD 83)
 LB2502_MARKER: DS = TRIANGULATION STATION DISK
 LB2502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2351 ***********************************************************************
 HZ2351  DESIGNATION -  HENRY
 HZ2351  PID         -  HZ2351
 HZ2351  STATE/COUNTY-  IN/WASHINGTON
 HZ2351  USGS QUAD   -  LITTLE YORK (1993)
 HZ2351
 HZ2351                         *CURRENT SURVEY CONTROL
 HZ2351  ___________________________________________________________________
 HZ2351* NAD 83(1997)-  38 40 17.57398(N)    085 54 18.04970(W)     ADJUSTED  
 HZ2351* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 HZ2351  ___________________________________________________________________
 HZ2351  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 HZ2351  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 HZ2351
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2351
 HZ2351.The geoid height was determined by GEOID03.
 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     -   0.99997266  x   0.99997196  =   0.99994462
 HZ2351!UTM  16      -   0.99997266  x   0.99971173  =   0.99968440
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2351.See file dsdata.txt to determine how the superseded data were derived.
 HZ2351
 HZ2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9525580898(NAD 83)
 HZ2351_MARKER: DS = TRIANGULATION STATION DISK
 HZ2351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA2147 ***********************************************************************
 LA2147  DESIGNATION -  HERON RESET
 LA2147  PID         -  LA2147
 LA2147  STATE/COUNTY-  IN/TIPTON
 LA2147  USGS QUAD   -  OMEGA (1994)
 LA2147
 LA2147                         *CURRENT SURVEY CONTROL
 LA2147  ___________________________________________________________________
 LA2147* NAD 83(1997)-  40 14 05.57884(N)    085 59 29.52007(W)     ADJUSTED  
 LA2147* NAVD 88     -       264.4    (meters)     867.     (feet)  VERTCON   
 LA2147  ___________________________________________________________________
 LA2147  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 LA2147  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 LA2147
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2147
 LA2147.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 LA2147| PID    Reference Object                     Distance      Geod. Az  |
 LA2147|                                                           dddmmss.s |
 LA2147| LA2148 HERON RM A 1970                      49.702 METERS 01133     |
 LA2147| CC9348 HERON RM 3                           31.536 METERS 03614     |
 LA2147| LA2161 ELWOOD PIPELINE MICROWAVE MST       APPROX.12.6 KM 0594153.5 |
 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 1892618.7 |
 LA2147| LB2499 ARCADIA JENKINS GLASS CO TANK       APPROX. 7.5 KM 2004336.3 |
 LA2147| CC9345 HERON AZ MK 2                                      2290245.2 |
 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 3140538.2 |
 LA2147| LB2469 TIPTON CO CTHSE CLOCK TOWER         APPROX. 6.7 KM 3210342.0 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2147.See file dsdata.txt to determine how the superseded data were derived.
 LA2147
 LA2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8578754315(NAD 83)
 LA2147_MARKER: DS = TRIANGULATION STATION DISK
 LA2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2147_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LA2147
 LA2147  HISTORY     - Date     Condition        Report By
 LA2147  HISTORY     - 1934     MONUMENTED       CGS
 LA2147  HISTORY     - 1948     GOOD             CGS
 LA2147  HISTORY     - 1970     SEE DESCRIPTION  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
 LA2147'HERON FARM, R.M. WRIGHT, MANAGER, IN SOUTHEAST PART
 LA2147'OF LARGE ENCLOSED BARNYARD,
 LA2147'ABOUT 100 YARDS SOUTH-SOUTHEAST OF
 LA2147'WRIGHTS HOUSE, 76 FEET NORTHWEST OF SOUTHEAST
 LA2147'CORNER OF BARNYARD,
 LA2147'73 FEET WEST OF THE NORTH-SOUTH FENCE LINE, 46 FEET NORTH OF
 LA2147'EASTWEST FENCE
 LA2147'LINE, 124 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 LA2147'GRANARY, AND IS FLUSH
 LA2147'WITH THE GROUND.
 LA2147'
 LA2147'TO REACH FROM TIPTON, GO EAST ON STATE HIGHWAY 28 FOR 2.6
 LA2147'MILES TO A CROSS
 LA2147'ROAD, TURN SOUTH FOR 3.5 MILES TO DRIVEWAY LEADING
 LA2147'TO THE HERON FARM, TURN EAST
 LA2147'THROUGH WIRE GATE FOR 0.15 MILE
 LA2147'TO WRIGHTS HOUSE AND STATION SITE.
 LA2147'
 LA2147'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LA2147'BRONZE DISKS SET IN CONCRETE.
 LA2147'
 LA2147'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF STATION, 0.8 FOOT
 LA2147'EAST OF
 LA2147'NORTH-SOUTH FENCE LINE, 46-1/2 FEET NORTH OF SOUTHWEST
 LA2147'CORNER POST OF BARNYARD,
 LA2147'AND FLUSH WITH GROUND.  REFERENCE MARK
 LA2147'NO. 2 IS NORTH OF STATION, 36 FEET EAST OF
 LA2147'SOUTHEAST CORNER OF
 LA2147'WRIGHTS HOUSE, 8 FEET WEST OF SOUTHEAST CORNER OF YARD FENCE,
 LA2147'AND FLUSH WITH
 LA2147'GROUND.  THE DISTANCE BETWEEN REFERENCE MARKS IS
 LA2147'326.51 FEET.
 LA2147'
 LA2147'AZIMUTH MARK IS SOUTHEAST OF STATION IN AN EAST-WEST FENCE
 LA2147'LINE, 15 FEET
 LA2147'NORTH OF EAST-WEST ROAD, 65 FEET EAST OF NORTH-SOUTH
 LA2147'ROAD, 20 FEET EAST OF A 4-FOOT
 LA2147'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.
 LA2147'R.M. 1 HAS BEEN
 LA2147'DISTURBED AND IS ABOUT 1 FOOT TOWARD
 LA2147'THE STATION FROM ITS ORIGINAL
 LA2147'POSITION, EVIDENTLY WAS PUSHED OVER
 LA2147'BY A TRACTOR OR OTHER FARM 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 = OCTOBER  6, 2006
 LA2148 ***********************************************************************
 LA2148  DESIGNATION -  HERON RM A 1970
 LA2148  PID         -  LA2148
 LA2148  STATE/COUNTY-  IN/TIPTON
 LA2148  USGS QUAD   -  OMEGA (1994)
 LA2148
 LA2148                         *CURRENT SURVEY CONTROL
 LA2148  ___________________________________________________________________
 LA2148* NAD 83(1997)-  40 14 07.15760(N)    085 59 29.09904(W)     ADJUSTED  
 LA2148* NAVD 88     -       263.8    (meters)     865.     (feet)  VERTCON   
 LA2148  ___________________________________________________________________
 LA2148  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 LA2148  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 LA2148
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2148
 LA2148.The geoid height was determined by GEOID03.
 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     -   0.99996400  x   0.99997606  =   0.99994006
 LA2148!UTM  16      -   0.99996400  x   0.99969061  =   0.99965462
 LA2148
 LA2148:                Primary Azimuth Mark                     Grid Az
 LA2148:SPC IN E     -  ELWOOD PIPELINE MICROWAVE MST            060 04 37.0
 LA2148:UTM  16      -  ELWOOD PIPELINE MICROWAVE MST            059 12 56.4
 LA2148
 LA2148|---------------------------------------------------------------------|
 LA2148| PID    Reference Object                     Distance      Geod. Az  |
 LA2148|                                                           dddmmss.s |
 LA2148| LA2161 ELWOOD PIPELINE MICROWAVE MST       APPROX.12.6 KM 0595201.8 |
 LA2148| LA1347 FRANKTON                            APPROX.14.1 KM 0895715.5 |
 LA2148| LA2147 HERON RESET                          49.702 METERS 19133     |
 LA2148| LB2473 TIPTON MUNICIPAL TANK               APPROX. 6.1 KM 3134155.5 |
 LA2148| LB2469 TIPTON CO CTHSE CLOCK TOWER         APPROX. 6.7 KM 3204353.4 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2148.See file dsdata.txt to determine how the superseded data were derived.
 LA2148
 LA2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8579754364(NAD 83)
 LA2148_MARKER: Z = SEE DESCRIPTION
 LA2148_SETTING: 0 = UNSPECIFIED SETTING
 LA2148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1989 ***********************************************************************
 LA1989  DESIGNATION -  HESSON
 LA1989  PID         -  LA1989
 LA1989  STATE/COUNTY-  IN/ALLEN
 LA1989  USGS QUAD   -  POE (1994)
 LA1989
 LA1989                         *CURRENT SURVEY CONTROL
 LA1989  ___________________________________________________________________
 LA1989* NAD 83(1997)-  40 59 12.96434(N)    085 05 09.64006(W)     ADJUSTED  
 LA1989* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 LA1989  ___________________________________________________________________
 LA1989  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 LA1989  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 LA1989
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA1989
 LA1989.The geoid height was determined by GEOID03.
 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  =   0.99988633
 LA1989
 LA1989:                Primary Azimuth Mark                     Grid Az
 LA1989:SPC IN E     -  EMMANUEL EVAN LUTH CH SPIRE              075 17 04.5
 LA1989:UTM  16      -  EMMANUEL EVAN LUTH CH SPIRE              074 24 35.3
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1989.See file dsdata.txt to determine how the superseded data were derived.
 LA1989
 LA1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6100539071(NAD 83)
 LA1989_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 LA1989'AND 5 MILES WEST-NORTHWEST OF HOAGLAND, ON PROPERTY OWNED BY JOHN
 LA1989'TIGNER.  IT IS 200 FEET WEST OF AN
 LA1989'OLD BRICK SCHOOL BUILDING, 54 FEET EAST OF THE CENTER OF U.S.
 LA1989'HIGHWAYS 33 AND 27, 52 FEET SOUTH OF A
 LA1989'CONCRETE FENCE CORNER POST, 13 FEET EAST OF A
 LA1989'WHITE WITNESS POST AND 11 FEET EAST OF A POWER LINE POLE.
 LA1989'THE MARK IS FLUSH AND THE DISK IS
 LA1989'STAMPED 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
 LA1989'HIGHWAYS 33 AND 27 AND 1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS
 LA1989'4 INCHES AND THE DISK IS STAMPED
 LA1989'HESSON 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
 LA1989'HIGHWAYS 33 AND 27, 7 FEET SOUTH OF THE CENTER OF A DRIVEWAY AND 2
 LA1989'FEET WEST OF A POWER LINE POLE.  THE
 LA1989'MARK 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
 LA1989'HIGHWAYS 33 AND 27, 2 FEET SOUTHEAST OF A WHITE WITNESS POST AND 1
 LA1989'FOOT WEST OF A FENCE LINE.  THE
 LA1989'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HESSON
 LA1989'1947.
 LA1989'
 LA1989'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 33 AND 27 AND
 LA1989'STATE HIGHWAYS 1 AND 3
 LA1989'IN THE SOUTHEAST SECTION OF FORT WAYNE, GO SOUTHEAST ON HIGHWAYS
 LA1989'33 AND 27 FOR 5.3 MILES TO THE
 LA1989'STATION ON THE 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
 LA1989'CHURCH, THENCE 0.55 MILE NLY ALONG THE OLD NO. 27 HWY. TO THE STATION
 LA1989'ON RIGHT, AT N END OF A SHORT CURVE, AT S END OF A LONGER ONE,
 LA1989'54 FEET W OF CENTER LINE OF THE OLD HWY., 3.5 FEET HIGHER THAN
 LA1989'SAME, 52-1/2 FEET SE OF FENCE CORNER CONCRETE POST, STANDARD DISKS
 LA1989'ARE STAMPED HESSON 1947 AND SET IN MARKS, WITH THE UPPER MARK
 LA1989'FLUSH WITH THE GROUND SURFACE.
 LA1989'
 LA1989'REFERENCE STAMPED HESSON NO 1 1947, PROJECTS 0.3 FOOT, IS 116.64
 LA1989'FEET OR 35.552 METERS W OF STATION, 47 FEET W OF CENTER LINE OF
 LA1989'18-FOOT CONCRETE ROAD PAVEMENT, 2.2 FEET HIGHER THAN SAME, AND 2.0
 LA1989'FEET SSE OF 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
 LA1989'OF 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.
 LA1989'
 LA1989'HESSON 1947 (AZ MK) RECOVERED GOOD.
 LA1989'
 LA1989'HESSON NO. 1 1947 RECOVERED GOOD.
 LA1989'
 LA1989'HESSON NO. 2 1947 RECOVERED GOOD.
 LA1989'
 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.
 LA1989'
 LA1989'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SE OF
 LA1989'FORT WAYNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2408 ***********************************************************************
 ME2408  DESIGNATION -  HESSTON
 ME2408  PID         -  ME2408
 ME2408  STATE/COUNTY-  IN/LA PORTE
 ME2408  USGS QUAD   -  NEW BUFFALO EAST (1970)
 ME2408
 ME2408                         *CURRENT SURVEY CONTROL
 ME2408  ___________________________________________________________________
 ME2408* NAD 83(1997)-  41 45 13.25134(N)    086 37 39.21653(W)     ADJUSTED  
 ME2408* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 ME2408  ___________________________________________________________________
 ME2408  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 ME2408  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 ME2408
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2408
 ME2408.The geoid height was determined by GEOID03.
 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     -   0.99996800  x   0.99998434  =   0.99995235
 ME2408!UTM  16      -   0.99996800  x   0.99961180  =   0.99957982
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2408.See file dsdata.txt to determine how the superseded data were derived.
 ME2408
 ME2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM3096322495(NAD 83)
 ME2408_MARKER: DS = TRIANGULATION STATION DISK
 ME2408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2408'0.5 MILE SOUTH OF
 ME2408'THE INDIANA-MICHIGAN STATE LINE.  IT IS 96 FEET NORTH
 ME2408'OF A TOMBSTONE WITH THE INSCRIPTION
 ME2408'SUTHERLAND ON THE SOUTHSIDE, 37
 ME2408'FEET NORTHWEST OF A 14 INCH OAK TREE, 29 FEET NORTH OF
 ME2408'A FENCE LINE AND 3
 ME2408'FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES
 ME2408'AND THE DISK IS
 ME2408'STAMPED HESSTON 1952.
 ME2408'
 ME2408'REFERENCE MARK NO. 1 IS ON THE NORTH EDGE OF THE KNOB OF GROUND ON
 ME2408'WHICH THE STATION
 ME2408'IS LOCATED AND 113 FEET NORTH OF THE FENCE LINE.  THE
 ME2408'MARK PROJECTS 6 INCHES AND THE DISK
 ME2408'IS STAMPED HESSTON NO 1 1952.
 ME2408'
 ME2408'REFERENCE MARK NO. 2 IS 88 FEET NORTHWEST OF THE MONUMENT WITH THE
 ME2408'INSCRIPTION
 ME2408'SUTHERLAND AND 1 FOOT NORTH OF THE FENCE LINE.  THE MARK
 ME2408'PROJECTS 8 INCHES AND THE DISK
 ME2408'IS STAMPED HESSTON NO 2 1952.
 ME2408'
 ME2408'AZIMUTH MARK IS 7O FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 ME2408'BRICK HOUSE, 17
 ME2408'FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND 2 FEET
 ME2408'NORTHWEST OF A FENCE CORNER.  THE
 ME2408'MARK PROJECTS 2 INCHES AND THE DISK IS
 ME2408'STAMPED HESSTON 1952.
 ME2408'
 ME2408'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 ME2408'HIGHWAY 2 GO WEST
 ME2408'ON HIGHWAY 20 FOR 2.25 MILES TO CROSSROAD AND SERVICE
 ME2408'STATION ON RIGHT, TURN RIGHT AND GO
 ME2408'NORTH ON GRAVEL ROAD FOR 3.45 MILES
 ME2408'TO A GRAVEL CROSS ROAD, TURN LEFT AND GO WEST FOR 1.25
 ME2408'MILES TO GALENA
 ME2408'TOWNSHIP SCHOOL ON THE RIGHT AND CROSSROAD, TURN RIGHT AND GO NORTH
 ME2408'FOR 1.6 MILES TO
 ME2408'GRAVEL CROSS ROAD AND HESSTON GENERAL STORE ON THE RIGHT,
 ME2408'TURN RIGHT AND GO EAST FOR 1.2
 ME2408'MILES TO AZIMUTH MARK ON THE RIGHT AS
 ME2408'DESCRIBED.  CONTINUE NORTH FOR 0.3 MILE TO CHURCH
 ME2408'AND GRAVEYARD ON THE
 ME2408'LEFT, TURN LEFT AND GO NORTH AND WEST THROUGH GRAVEYARD FOR 200 FEET
 ME2408'TO STATION AS
 ME2408'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 = OCTOBER  6, 2006
 MD0716 ***********************************************************************
 MD0716  DESIGNATION -  HEWES
 MD0716  PID         -  MD0716
 MD0716  STATE/COUNTY-  IN/ALLEN
 MD0716  USGS QUAD   -  HUNTERTOWN (1981)
 MD0716
 MD0716                         *CURRENT SURVEY CONTROL
 MD0716  ___________________________________________________________________
 MD0716* NAD 83(1997)-  41 07 57.07391(N)    085 08 44.82599(W)     ADJUSTED  
 MD0716* NAVD 88     -       249.225  (meters)     817.67   (feet)  ADJUSTED  
 MD0716  ___________________________________________________________________
 MD0716  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 MD0716  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 MD0716  DYNAMIC HT  -         249.127 (meters)     817.34  (feet)  COMP
 MD0716  MODELED GRAV-     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
 MD0716.and adjusted by the National Geodetic Survey in June 1991..
 MD0716
 MD0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0716
 MD0716.The geoid height was determined by GEOID03.
 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;                    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                          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
 MD0716.Superseded values are not recommended for survey control.
 MD0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0716.See file dsdata.txt to determine how the superseded data were derived.
 MD0716
 MD0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5563355125(NAD 83)
 MD0716_MARKER: DE = TRAVERSE STATION DISK
 MD0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0716_STAMPING: HEWES 1963
 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 = OCTOBER  6, 2006
 LA0788 ***********************************************************************
 LA0788  DESIGNATION -  HH 189
 LA0788  PID         -  LA0788
 LA0788  STATE/COUNTY-  IN/ALLEN
 LA0788  USGS QUAD   -  OSSIAN (1981)
 LA0788
 LA0788                         *CURRENT SURVEY CONTROL
 LA0788  ___________________________________________________________________
 LA0788* NAD 83(1986)-  40 57 18.     (N)    085 10 04.     (W)     SCALED    
 LA0788* NAVD 88     -       240.616  (meters)     789.42   (feet)  ADJUSTED  
 LA0788  ___________________________________________________________________
 LA0788  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 LA0788  DYNAMIC HT  -         240.513 (meters)     789.08  (feet)  COMP
 LA0788  MODELED GRAV-     980,186.5   (mgal)                       NAVD 88
 LA0788
 LA0788  VERT ORDER  -  SECOND    CLASS 0
 LA0788
 LA0788.The horizontal coordinates were scaled from a topographic map and have
 LA0788.an estimated accuracy of +/- 6 seconds.
 LA0788
 LA0788.The orthometric height was determined by differential leveling
 LA0788.and adjusted by the National Geodetic Survey in June 1991..
 LA0788
 LA0788.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0788.See file dsdata.txt to determine how the superseded data were derived.
 LA0788
 LA0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL542353(NAD 83)
 LA0788_MARKER: DB = BENCH MARK DISK
 LA0788_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0788_SP_SET: CULVERT
 LA0788_STAMPING: HH189-1946
 LA0788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0788
 LA0788  HISTORY     - Date     Condition        Report By
 LA0788  HISTORY     - 1946     MONUMENTED       CGS
 LA0788  HISTORY     - 1968     GOOD             NGS
 LA0788
 LA0788                          STATION DESCRIPTION
 LA0788
 LA0788'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME2342 ***********************************************************************
 ME2342  DESIGNATION -  HIBBARD
 ME2342  PID         -  ME2342
 ME2342  STATE/COUNTY-  IN/MARSHALL
 ME2342  USGS QUAD   -  DONALDSON (1972)
 ME2342
 ME2342                         *CURRENT SURVEY CONTROL
 ME2342  ___________________________________________________________________
 ME2342* NAD 83(1997)-  41 15 23.19103(N)    086 22 57.86431(W)     ADJUSTED  
 ME2342* NAVD 88     -       239.62   (+/-2cm)     786.2    (feet)  VERTCON   
 ME2342  ___________________________________________________________________
 ME2342  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 ME2342  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 ME2342
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2342
 ME2342.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2342
 ME2342.The geoid height was determined by GEOID03.
 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     -   0.99996770  x   1.00001097  =   0.99997867
 ME2342!SPC IN W     -   0.99996770  x   1.00000908  =   0.99997678
 ME2342!UTM  16      -   0.99996770  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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  239.74   (m)          786.5    (f) LEVELING    3  
 ME2342
 ME2342.Superseded values are not recommended for survey control.
 ME2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2342.See file dsdata.txt to determine how the superseded data were derived.
 ME2342
 ME2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5171167409(NAD 83)
 ME2342_MARKER: Z = SEE DESCRIPTION
 ME2342_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 MD1707 ***********************************************************************
 MD1707  DESIGNATION -  HICKORY
 MD1707  PID         -  MD1707
 MD1707  STATE/COUNTY-  IN/ELKHART
 MD1707  USGS QUAD   -  BRISTOL (1994)
 MD1707
 MD1707                         *CURRENT SURVEY CONTROL
 MD1707  ___________________________________________________________________
 MD1707* NAD 83(1997)-  41 40 01.97644(N)    085 52 13.25159(W)     ADJUSTED  
 MD1707* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 MD1707  ___________________________________________________________________
 MD1707  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 MD1707  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MD1707
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1707
 MD1707.The geoid height was determined by GEOID03.
 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     -   0.99996653  x   0.99997021  =   0.99993674
 MD1707!UTM  16      -   0.99996653  x   0.99970883  =   0.99967537
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1707.See file dsdata.txt to determine how the superseded data were derived.
 MD1707
 MD1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9404213445(NAD 83)
 MD1707_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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.
 MD1707'IT IS 42 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 20, 18 FEET
 MD1707'EAST OF AN 8 INCH ELM TREE AND 8
 MD1707'FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS
 MD1707'ABOUT 3 INCHES AND THE DISK IS STAMPED HICKORY
 MD1707'1947.
 MD1707'
 MD1707'REFERENCE MARK NO. 1 IS 95.26 FEET EAST OF THE STATION.  IT IS 49
 MD1707'FEET NORTH OF THE
 MD1707'CENTERLINE OF HIGHWAY 20, 7 FEET NORTHEAST OF AN 18 INCH HICKORY TREE
 MD1707'AND 1 FOOT SOUTHEAST OF A FENCE
 MD1707'CORNER.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HICKORY
 MD1707'NO 1 1947.
 MD1707'
 MD1707'REFERENCE MARK NO. 2 IS 98.19 FEET SOUTHWEST OF THE STATION.  IT IS
 MD1707'39 FEET SOUTH OF THE
 MD1707'CENTERLINE OF HIGHWAY 20.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 MD1707'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
 MD1707'HIGHWAY 20, 3 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF
 MD1707'A FENCELINE.  THE MARK PROJECTS
 MD1707'4 INCHES AND THE DISK IS STAMPED HICKORY 1947.
 MD1707'
 MD1707'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO 20 AND
 MD1707'STATE HIGHWAY NO.
 MD1707'15 WHICH IS 5.7 MILES NORTH FROM THE COURTHOUSE IN GOSHEN, GO WEST ON
 MD1707'HIGHWAY 20 FOR 4.7 MILES TO
 MD1707'THE STATION ON THE 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'
 MD1707'HICKORY NO. 1 1947 FOUND AS DESCRIBED.
 MD1707'
 MD1707'HICKORY NO. 2 1947 FOUND AS DESCRIBED.
 MD1707'
 MD1707'AZIMUTH MARK NOT FOUND.
 MD1707'
 MD1707'DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES EAST OF
 MD1707'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 = OCTOBER  6, 2006
 JA1859 ***********************************************************************
 JA1859  DESIGNATION -  HID
 JA1859  PID         -  JA1859
 JA1859  STATE/COUNTY-  IN/DUBOIS
 JA1859  USGS QUAD   -  DALE (1980)
 JA1859
 JA1859                         *CURRENT SURVEY CONTROL
 JA1859  ___________________________________________________________________
 JA1859* NAD 83(1997)-  38 14 49.78101(N)    086 57 51.28650(W)     ADJUSTED  
 JA1859* NAVD 88     -       153.     (meters)     502.     (feet)  SCALED    
 JA1859  ___________________________________________________________________
 JA1859  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 JA1859  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JA1859
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1859
 JA1859.The geoid height was determined by GEOID03.
 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     -   0.99998105  x   0.99996800  =   0.99994905
 JA1859!UTM  16      -   0.99998105  x   0.99960012  =   0.99958117
 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|---------------------------------------------------------------------|
 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 USGS 1946                      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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1859.See file dsdata.txt to determine how the superseded data were derived.
 JA1859
 JA1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0312933239(NAD 83)
 JA1859_MARKER: DS = TRIANGULATION STATION DISK
 JA1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1859'INTERSECTION OF THE MAIN STREET OF HUNTINGBURG AND STATE
 JA1859'HIGHWAY 45.  IT IS 59 FEET
 JA1859'SOUTHEAST OF THE INTERSECTION OF THE
 JA1859'CENTERLINES OF THE CROSSROADS, 32 FEET
 JA1859'SOUTHEAST OF A FENCE CORNER
 JA1859'AND 21 FEET SOUTHEAST OF A POWER POLE.  THE MARK IS 15
 JA1859'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
 JA1859'HIGHWAY, 2 FEET NORTHEAST OF AN 8-INCH SASSAFRAS
 JA1859'TREE AND 1.6 FEET EAST OF A
 JA1859'FENCELINE.  THE MARK PROJECTS 5 INCHES
 JA1859'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
 JA1859'FEET SOUTHWEST OF THE INTERSECTION OF THE CENTERLINES OF
 JA1859'THE CROSSROADS, 27 FEET WEST
 JA1859'OF A POWER POLE AND 37 FEET NORTH OF THE
 JA1859'NORTHEAST CORNER OF A HOUSE.  THE MARK PROJECTS
 JA1859'2 INCHES AND THE DISK
 JA1859'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
 JA1859'CENTERLINE OF THE HIGHWAY AND 2 FEET NORTHWEST OF A TELEPHONE
 JA1859'POLE.  THE MARK PROJECTS
 JA1859'4 INCHES AND THE DISK IS STAMPED 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
 JA1859'THE RIGHT.
 JA1859'
 JA1859'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2497 ***********************************************************************
 ME2497  DESIGNATION -  HIGHLAND
 ME2497  PID         -  ME2497
 ME2497  STATE/COUNTY-  IN/LAKE
 ME2497  USGS QUAD   -  HIGHLAND (1991)
 ME2497
 ME2497                         *CURRENT SURVEY CONTROL
 ME2497  ___________________________________________________________________
 ME2497* NAD 83(1997)-  41 33 15.69599(N)    087 27 22.14976(W)     ADJUSTED  
 ME2497* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 ME2497  ___________________________________________________________________
 ME2497  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 ME2497  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 ME2497
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2497
 ME2497.The geoid height was determined by GEOID03.
 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;SPC IL E     -   542,978.668   373,178.461   MT  1.00004087   +0 34 54.8
 ME2497;SPC IL E     - 1,781,422.51  1,224,336.33   sFT  1.00004087   +0 34 54.8
 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     -   0.99997547  x   0.99997857  =   0.99995404
 ME2497!SPC IL E     -   0.99997547  x   1.00004087  =   1.00001634
 ME2497!UTM  16      -   0.99997547  x   0.99961781  =   0.99959329
 ME2497
 ME2497:                Primary Azimuth Mark                     Grid Az
 ME2497:SPC IN W     -  GARY RAD STA WIND NORTH MAST             076 48 22.6
 ME2497:SPC IL E     -  GARY RAD STA WIND NORTH MAST             075 58 37.5
 ME2497:UTM  16      -  GARY RAD STA WIND NORTH MAST             076 51 41.6
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2497.See file dsdata.txt to determine how the superseded data were derived.
 ME2497
 ME2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM6196000400(NAD 83)
 ME2497_MARKER: DS = TRIANGULATION STATION DISK
 ME2497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2497
 ME2497  HISTORY     - Date     Condition        Report By
 ME2497  HISTORY     - 1952     MONUMENTED       CGS
 ME2497  HISTORY     - 1968     GOOD             USGS
 ME2497  HISTORY     - 1970     GOOD             NGS
 ME2497  HISTORY     - 1979     GOOD             NGS
 ME2497  HISTORY     - 1984     GOOD             BRADY
 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
 ME2497'INTERSECTION OF U.S. HIGHWAY 6 AND STATE HIGHWAY 912 IN THE NORTHEAST
 ME2497'PART OF HIGHLAND.  IT IS 188 FEET
 ME2497'NORTHEAST OF THE HIGHWAY INTERSECTION, 187 FEET SOUTH OF THE
 ME2497'SOUTHEAST CORNER OF THE SCHOOL BUILDING AND
 ME2497'61 FEET NORTH OF THE CENTER OF HIGHWAY 6.
 ME2497'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
 ME2497'1 FOOT NORTH OF A GUARD RAIL.
 ME2497'THE MARK IS FLUSH AND THE DISK IS STAMPED HIGHLAND NO 1 1952.
 ME2497'
 ME2497'REFERENCE MARK NO. 2 IS 27 FEET NORTH OF THE CENTER OF HIGHWAY 6 AND
 ME2497'1 FOOT NORTH OF THE GUARD
 ME2497'RAIL.  THE MARK IS FLUSH AND THE DISK IS 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
 ME2497'THE CENTER OF HIGHWAY 6 AND 1 FOOT EAST OF A WHITE WITNESS POST.  THE
 ME2497'MARK IS FLUSH AND THE DISK IS
 ME2497'STAMPED 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
 ME2497'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
 ME2497'GOOD CONDITION.
 ME2497'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION BUT OBSTRUCTED
 ME2497'TO THE STATION BY TREES.  THE
 ME2497'SURFACE STATION MARK FOUND TO
 ME2497'HAVE BEEN HIT AND LEANING TO THE EAST.  THE
 ME2497'SURFACE STATION MARK WAS
 ME2497'RESET HOLDING THE UNDERGROUND POINT.  THE DISTANCE AND
 ME2497'DIRECTION TO THE
 ME2497'REFERENCE MARKS CHECKED.  HIGHWAY 6 HAS BEEN RE-ROUTED AND NO LONGER
 ME2497'NEAR THE STATION
 ME2497'SITE.  A NEW DESCRIPTION FOLLOWS-
 ME2497'
 ME2497'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF HIGHLAND ON THE
 ME2497'GROUNDS OF THE
 ME2497'HIGHLAND SCHOOL, 188 FEET NORTHEAST OF THE INTERSECTION
 ME2497'OF RIDGE ROAD AND FIFTH STREET,
 ME2497'187 FEET SOUTH OF THE SOUTHEAST CORNER
 ME2497'OF THE SCHOOL, 10 FEET SOUTH OF THE SOUTH EDGE OF
 ME2497'A SIDEWALK, 46 FEET
 ME2497'NORTHEAST OF A STREET LIGHT POLE, 39 FEET SOUTHWEST OF A 36 INCH
 ME2497'MAPLE TREE AND 61
 ME2497'FEET NORTH OF THE CENTERLINE OF RIDGE ROAD.  THE MONUMENT
 ME2497'IS 3 INCHES UNDERGROUND AND
 ME2497'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
 ME2497'OF A 12 INCH MAPLE TREE, 65 FEET SOUTHEAST OF
 ME2497'A 36 INCH MAPLE TREE, 64 FEET EAST
 ME2497'OF THE EAST END OF A METAL GUARD
 ME2497'RAIL, AND 27 FEET NORTH OF THE CENTERLINE OF RIDGE
 ME2497'ROAD.  THE MONUMENT
 ME2497'IS 6 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
 ME2497'NORTH OF THE
 ME2497'CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF THE GUARD RAIL
 ME2497'AND 116 FEET EAST OF THE
 ME2497'CENTERLINE OF FIFTH STREET.  THE MONUMENT IS
 ME2497'5 INCHES UNDERGROUND AND THE DISK IS
 ME2497'STAMPED HIGHLAND NO 2 1952.
 ME2497'
 ME2497'THE AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION, 1 FOOT SOUTH
 ME2497'OF A METAL WITNESS
 ME2497'POST, 46 FEET EAST OF THE NORTHEAST END OF A BRIDGE
 ME2497'AND 27 FEET NORTH OF THE CENTERLINE
 ME2497'OF RIDGE ROAD.  THE MONUMENT IS 4
 ME2497'INCHES UNDERGROUND AND THE DISK IS STAMPED HIGHLAND
 ME2497'1952.
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2505 ***********************************************************************
 ME2505  DESIGNATION -  HIGHLAND MUNICIPAL TANK
 ME2505  PID         -  ME2505
 ME2505  STATE/COUNTY-  IN/LAKE
 ME2505  USGS QUAD   -  HIGHLAND (1991)
 ME2505
 ME2505                         *CURRENT SURVEY CONTROL
 ME2505  ___________________________________________________________________
 ME2505* NAD 83(1997)-  41 32 49.93456(N)    087 27 40.15094(W)     ADJUSTED  
 ME2505* NAVD 88     -                                                        
 ME2505  ___________________________________________________________________
 ME2505  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 ME2505  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 ME2505
 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
 ME2505.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2505
 ME2505.The geoid height was determined by GEOID03.
 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;SPC IL E     -   542,179.679   372,769.332   MT  1.00004014   +0 34 42.6
 ME2505;SPC IL E     - 1,778,801.16  1,222,994.05   sFT  1.00004014   +0 34 42.6
 ME2505;UTM  16      - 4,599,607.454   461,538.801   MT  0.99961820   -0 18 21.1
 ME2505
 ME2505                          SUPERSEDED SURVEY CONTROL
 ME2505
 ME2505  NAD 83(1994)-  41 32 49.93989(N)    087 27 40.15787(W) AD(       ) 4
 ME2505  NAD 83(1986)-  41 32 49.93995(N)    087 27 40.15773(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2505.See file dsdata.txt to determine how the superseded data were derived.
 ME2505
 ME2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6153999607(NAD 83)
 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 = OCTOBER  6, 2006
 ME2251 ***********************************************************************
 ME2251  DESIGNATION -  HILBERRY
 ME2251  PID         -  ME2251
 ME2251  STATE/COUNTY-  IN/ST JOSEPH
 ME2251  USGS QUAD   -  LAKEVILLE (1980)
 ME2251
 ME2251                         *CURRENT SURVEY CONTROL
 ME2251  ___________________________________________________________________
 ME2251* NAD 83(1997)-  41 34 23.09631(N)    086 16 38.13927(W)     ADJUSTED  
 ME2251* NAVD 88     -       268.08   (+/-2cm)     879.5    (feet)  VERTCON   
 ME2251  ___________________________________________________________________
 ME2251  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 ME2251  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME2251
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2251
 ME2251.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2251
 ME2251.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  268.19   (m)          879.9    (f) LEVELING    3  
 ME2251
 ME2251.Superseded values are not recommended for survey control.
 ME2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2251.See file dsdata.txt to determine how the superseded data were derived.
 ME2251
 ME2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6025402630(NAD 83)
 ME2251_MARKER: DS = TRIANGULATION STATION DISK
 ME2251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB0476 ***********************************************************************
 LB0476  DESIGNATION -  HILL
 LB0476  PID         -  LB0476
 LB0476  STATE/COUNTY-  IN/TIPTON
 LB0476  USGS QUAD   -  TIPTON (1980)
 LB0476
 LB0476                         *CURRENT SURVEY CONTROL
 LB0476  ___________________________________________________________________
 LB0476* NAD 83(1997)-  40 20 26.66979(N)    086 00 25.55258(W)     ADJUSTED  
 LB0476* NAVD 88     -       265.790  (meters)     872.01   (feet)  ADJUSTED  
 LB0476  ___________________________________________________________________
 LB0476  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 LB0476  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LB0476  DYNAMIC HT  -         265.648 (meters)     871.55  (feet)  COMP
 LB0476  MODELED GRAV-     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
 LB0476.and adjusted by the National Geodetic Survey in June 1991..
 LB0476
 LB0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB0476
 LB0476.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996369  x   0.99997696  =   0.99994066
 LB0476!UTM  16      -   0.99996369  x   0.99968754  =   0.99965125
 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
 LB0476.Superseded values are not recommended for survey control.
 LB0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0476.See file dsdata.txt to determine how the superseded data were derived.
 LB0476
 LB0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8433266050(NAD 83)
 LB0476_MARKER: DS = TRIANGULATION STATION DISK
 LB0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0476_STAMPING: HILL 1934
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 LB0475 ***********************************************************************
 LB0475  DESIGNATION -  HILL AZ MK
 LB0475  PID         -  LB0475
 LB0475  STATE/COUNTY-  IN/TIPTON
 LB0475  USGS QUAD   -  TIPTON (1980)
 LB0475
 LB0475                         *CURRENT SURVEY CONTROL
 LB0475  ___________________________________________________________________
 LB0475* NAD 83(1986)-  40 20 27.     (N)    086 00 47.     (W)     SCALED    
 LB0475* NAVD 88     -       264.528  (meters)     867.87   (feet)  ADJUSTED  
 LB0475  ___________________________________________________________________
 LB0475  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LB0475  DYNAMIC HT  -         264.388 (meters)     867.41  (feet)  COMP
 LB0475  MODELED GRAV-     980,087.0   (mgal)                       NAVD 88
 LB0475
 LB0475  VERT ORDER  -  SECOND    CLASS 0
 LB0475
 LB0475.The horizontal coordinates were scaled from a topographic map and have
 LB0475.an estimated accuracy of +/- 6 seconds.
 LB0475
 LB0475.The orthometric height was determined by differential leveling
 LB0475.and adjusted by the National Geodetic Survey in June 1991..
 LB0475
 LB0475.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0475.See file dsdata.txt to determine how the superseded data were derived.
 LB0475
 LB0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK838660(NAD 83)
 LB0475_MARKER: DR = REFERENCE MARK DISK
 LB0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0475_STAMPING: HILL AZIMUTH 1934
 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             NGS
 LB0475
 LB0475                          STATION DESCRIPTION
 LB0475
 LB0475'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0478 ***********************************************************************
 LB0478  DESIGNATION -  HILL RM 1
 LB0478  PID         -  LB0478
 LB0478  STATE/COUNTY-  IN/TIPTON
 LB0478  USGS QUAD   -  TIPTON (1980)
 LB0478
 LB0478                         *CURRENT SURVEY CONTROL
 LB0478  ___________________________________________________________________
 LB0478* NAD 83(1986)-  40 20 26.     (N)    086 00 25.     (W)     SCALED    
 LB0478* NAVD 88     -       267.076  (meters)     876.23   (feet)  ADJUSTED  
 LB0478  ___________________________________________________________________
 LB0478  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LB0478  DYNAMIC HT  -         266.934 (meters)     875.77  (feet)  COMP
 LB0478  MODELED GRAV-     980,087.3   (mgal)                       NAVD 88
 LB0478
 LB0478  VERT ORDER  -  SECOND    CLASS 0
 LB0478
 LB0478.The horizontal coordinates were scaled from a topographic map and have
 LB0478.an estimated accuracy of +/- 6 seconds.
 LB0478
 LB0478.The orthometric height was determined by differential leveling
 LB0478.and adjusted by the National Geodetic Survey in June 1991..
 LB0478
 LB0478.The geoid height was determined by GEOID03.
 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     -   565,390.       71,090.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0478.See file dsdata.txt to determine how the superseded data were derived.
 LB0478
 LB0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK843660(NAD 83)
 LB0478_MARKER: DR = REFERENCE MARK DISK
 LB0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0478_STAMPING: HILL NO 1 1934
 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             NGS
 LB0478
 LB0478                          STATION DESCRIPTION
 LB0478
 LB0478'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0477 ***********************************************************************
 LB0477  DESIGNATION -  HILL RM 2
 LB0477  PID         -  LB0477
 LB0477  STATE/COUNTY-  IN/TIPTON
 LB0477  USGS QUAD   -  TIPTON (1980)
 LB0477
 LB0477                         *CURRENT SURVEY CONTROL
 LB0477  ___________________________________________________________________
 LB0477* NAD 83(1986)-  40 20 26.     (N)    086 00 25.     (W)     SCALED    
 LB0477* NAVD 88     -       266.408  (meters)     874.04   (feet)  ADJUSTED  
 LB0477  ___________________________________________________________________
 LB0477  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LB0477  DYNAMIC HT  -         266.266 (meters)     873.57  (feet)  COMP
 LB0477  MODELED GRAV-     980,087.3   (mgal)                       NAVD 88
 LB0477
 LB0477  VERT ORDER  -  SECOND    CLASS 0
 LB0477
 LB0477.The horizontal coordinates were scaled from a topographic map and have
 LB0477.an estimated accuracy of +/- 6 seconds.
 LB0477
 LB0477.The orthometric height was determined by differential leveling
 LB0477.and adjusted by the National Geodetic Survey in June 1991..
 LB0477
 LB0477.The geoid height was determined by GEOID03.
 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     -   565,390.       71,090.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0477.See file dsdata.txt to determine how the superseded data were derived.
 LB0477
 LB0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK843660(NAD 83)
 LB0477_MARKER: DR = REFERENCE MARK DISK
 LB0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0477_STAMPING: HILL NO 2 1934
 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             NGS
 LB0477
 LB0477                          STATION DESCRIPTION
 LB0477
 LB0477'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0534 ***********************************************************************
 LB0534  CBN         -  This is a Cooperative Base Network Control Station.
 LB0534  DESIGNATION -  HILLISBURG
 LB0534  PID         -  LB0534
 LB0534  STATE/COUNTY-  IN/CLINTON
 LB0534  USGS QUAD   -  HILLISBURG (1977)
 LB0534
 LB0534                         *CURRENT SURVEY CONTROL
 LB0534  ___________________________________________________________________
 LB0534* NAD 83(1997)-  40 17 18.65549(N)    086 20 25.94234(W)     ADJUSTED  
 LB0534* NAVD 88     -       280.340  (meters)     919.75   (feet)  ADJUSTED  
 LB0534  ___________________________________________________________________
 LB0534  X           -     310,976.741 (meters)                     COMP
 LB0534  Y           -  -4,862,306.983 (meters)                     COMP
 LB0534  Z           -   4,102,633.819 (meters)                     COMP
 LB0534  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 LB0534  ELLIP HEIGHT-         246.19  (meters)          (04/10/98) GPS OBS
 LB0534  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 LB0534  DYNAMIC HT  -         280.189 (meters)     919.25  (feet)  COMP
 LB0534  MODELED GRAV-     980,079.4   (mgal)                       NAVD 88
 LB0534
 LB0534  HORZ ORDER  -  B
 LB0534  VERT ORDER  -  SECOND    CLASS 0
 LB0534  ELLP ORDER  -  FOURTH    CLASS I
 LB0534
 LB0534.The horizontal coordinates were established by GPS observations
 LB0534.and adjusted by the National Geodetic Survey in April 1998..
 LB0534
 LB0534.The orthometric height was determined by differential leveling
 LB0534.and adjusted by the National Geodetic Survey in June 1991..
 LB0534
 LB0534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB0534
 LB0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB0534
 LB0534.The ellipsoidal height was determined by GPS observations
 LB0534.and is referenced to NAD 83.
 LB0534
 LB0534.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 LB0534;SPC IN W     -   559,817.321   963,160.452   MT  1.00001575   +0 28 49.2
 LB0534;SPC IN W     - 1,836,667.33  3,159,968.92   sFT  1.00001575   +0 28 49.2
 LB0534;SPC IN E     -   559,770.469    42,700.006   MT  1.00000707   -0 26 08.7
 LB0534;SPC IN E     - 1,836,513.61    140,091.60   sFT  1.00000707   -0 26 08.7
 LB0534;UTM  16      - 4,459,989.007   556,053.924   MT  0.99963868   +0 25 35.2
 LB0534
 LB0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0534!SPC IN W     -   0.99996138  x   1.00001575  =   0.99997713
 LB0534!SPC IN E     -   0.99996138  x   1.00000707  =   0.99996845
 LB0534!UTM  16      -   0.99996138  x   0.99963868  =   0.99960007
 LB0534
 LB0534:                Primary Azimuth Mark                     Grid Az
 LB0534:SPC IN W     -  SCIRCLEVILLE MAST UNIDENT                034 35 10.1
 LB0534:SPC IN E     -  SCIRCLEVILLE MAST UNIDENT                035 30 08.0
 LB0534:UTM  16      -  SCIRCLEVILLE MAST UNIDENT                034 38 24.1
 LB0534
 LB0534|---------------------------------------------------------------------|
 LB0534| PID    Reference Object                     Distance      Geod. Az  |
 LB0534|                                                           dddmmss.s |
 LB0534| LB2533 SCIRCLEVILLE MAST UNIDENT           APPROX. 4.8 KM 0350359.3 |
 LB0534| LB0535 HILLISBURG AZ MK                                   0572031.5 |
 LB0534| CC9356 HILLISBURG AZ MK RESET                             0572033.3 |
 LB0534| LB2532 SCIRCLEVILLE GRAIN ELEVATOR         APPROX. 3.3 KM 0925047.6 |
 LB0534| LB0532 HILLISBURG RM 1                      52.072 METERS 14005     |
 LB0534| LB2524 KIRKLIN MUNICIPAL TANK              APPROX.10.7 KM 1884528.1 |
 LB0534| LB2549 FRANKFORT CLINTON CTHSE DOME        APPROX.14.5 KM 2664938.0 |
 LB0534| LB0533 HILLISBURG RM 2                      29.945 METERS 26908     |
 LB0534| LB2553 FRANKFORT BEL TEL MW KSN 77         APPROX.13.7 KM 2774453.3 |
 LB0534|---------------------------------------------------------------------|
 LB0534
 LB0534                          SUPERSEDED SURVEY CONTROL
 LB0534
 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 (04/10/98)  280.34   (m)          919.7    (f) LEVELING    3  
 LB0534  NGVD 29 (??/??/92)  280.448  (m)          920.10   (f) ADJ UNCH    2 0
 LB0534
 LB0534.Superseded values are not recommended for survey control.
 LB0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0534.See file dsdata.txt to determine how the superseded data were derived.
 LB0534
 LB0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5605459989(NAD 83)
 LB0534_MARKER: DS = TRIANGULATION STATION DISK
 LB0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0534_STAMPING: HILLISBURG 1934
 LB0534_MARK LOGO: CGS   
 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 - August 12, 1997
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0535 ***********************************************************************
 LB0535  DESIGNATION -  HILLISBURG AZ MK
 LB0535  PID         -  LB0535
 LB0535  STATE/COUNTY-  IN/CLINTON
 LB0535  USGS QUAD   -  HILLISBURG (1977)
 LB0535
 LB0535                         *CURRENT SURVEY CONTROL
 LB0535  ___________________________________________________________________
 LB0535* NAD 83(1986)-  40 17 22.     (N)    086 20 14.     (W)     SCALED    
 LB0535* NAVD 88     -       279.651  (meters)     917.49   (feet)  ADJUSTED  
 LB0535  ___________________________________________________________________
 LB0535  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 LB0535  DYNAMIC HT  -         279.500 (meters)     916.99  (feet)  COMP
 LB0535  MODELED GRAV-     980,079.3   (mgal)                       NAVD 88
 LB0535
 LB0535  VERT ORDER  -  SECOND    CLASS 0
 LB0535
 LB0535.The horizontal coordinates were scaled from a topographic map and have
 LB0535.an estimated accuracy of +/- 6 seconds.
 LB0535
 LB0535.The orthometric height was determined by differential leveling
 LB0535.and adjusted by the National Geodetic Survey in June 1991..
 LB0535
 LB0535.The geoid height was determined by GEOID03.
 LB0535
 LB0535.The dynamic height is computed by dividing the NAVD 88
 LB0535.geopotential number by the normal gravity value computed on the
 LB0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0535.degrees latitude (g = 980.6199 gals.).
 LB0535
 LB0535.The modeled gravity was interpolated from observed gravity values.
 LB0535
 LB0535;                    North         East    Units  Estimated Accuracy
 LB0535;SPC IN W     -   559,920.      963,440.      MT  (+/- 180 meters Scaled)
 LB0535
 LB0535                          SUPERSEDED SURVEY CONTROL
 LB0535
 LB0535  NGVD 29 (??/??/92)  279.760  (m)          917.85   (f) ADJ UNCH    2 0
 LB0535
 LB0535.Superseded values are not recommended for survey control.
 LB0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0535.See file dsdata.txt to determine how the superseded data were derived.
 LB0535
 LB0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK563600(NAD 83)
 LB0535_MARKER: DZ = AZIMUTH MARK DISK
 LB0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0535_STAMPING: HILLISBURG 1934 RESET 1954
 LB0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0535+STABILITY: SURFACE MOTION
 LB0535
 LB0535  HISTORY     - Date     Condition        Report By
 LB0535  HISTORY     - 1954     MONUMENTED       CGS
 LB0535  HISTORY     - 1970     GOOD             NGS
 LB0535
 LB0535                          STATION DESCRIPTION
 LB0535
 LB0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LB0535'IN HILLISBURG.
 LB0535'THE AZIMUTH MARK WAS RESET IN 1954.  NO INFORMATION WAS AVAILABLE
 LB0535'FOR THIS MARK.  FOLLOWING IS A NEW DESCRIPTION.  TO REACH THE
 LB0535'MARK FROM THE JOHNSON TOWNSHIP VOLUNTEER FIRE DEPARTMENT BUILDING
 LB0535'IN HILLISBURG, GO EAST ON A PAVED ROAD FOR 0.05 MILE TO A
 LB0535'CROSSROAD.  TURN LEFT AND GO NORTH ACROSS RAILROAD TRACKS FOR
 LB0535'0.2 MILE TO THE MARK ON THE RIGHT.  IT IS 80.8 FEET NORTH OF
 LB0535'POWER LINE POLE NUMBER 14910, 55 FEET SOUTH OF POWER LINE POLE
 LB0535'14911, 22.4 FEET EAST OF THE CENTER OF THE PAVED ROAD, 2.1
 LB0535'FEET NORTH OF A METAL WITNESS POST, 2 FEET NORTH OF A WOODEN
 LB0535'WITNESS POST AND 1 FOOT WEST OF A WIRE FENCE.  THE MARK IS SET
 LB0535'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 LB0535'2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0532 ***********************************************************************
 LB0532  DESIGNATION -  HILLISBURG RM 1
 LB0532  PID         -  LB0532
 LB0532  STATE/COUNTY-  IN/CLINTON
 LB0532  USGS QUAD   -  HILLISBURG (1977)
 LB0532
 LB0532                         *CURRENT SURVEY CONTROL
 LB0532  ___________________________________________________________________
 LB0532* NAD 83(1997)-  40 17 17.36062(N)    086 20 24.52786(W)     ADJUSTED  
 LB0532* NAVD 88     -       280.073  (meters)     918.87   (feet)  ADJUSTED  
 LB0532  ___________________________________________________________________
 LB0532  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 LB0532  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 LB0532  DYNAMIC HT  -         279.922 (meters)     918.38  (feet)  COMP
 LB0532  MODELED GRAV-     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
 LB0532.and adjusted by the National Geodetic Survey in June 1991..
 LB0532
 LB0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB0532
 LB0532.The geoid height was determined by GEOID03.
 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;                    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;SPC IN E     -   559,730.277    42,733.112   MT  1.00000702   -0 26 07.8
 LB0532;SPC IN E     - 1,836,381.75    140,200.22   sFT  1.00000702   -0 26 07.8
 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     -   0.99996142  x   1.00001581  =   0.99997723
 LB0532!SPC IN E     -   0.99996142  x   1.00000702  =   0.99996844
 LB0532!UTM  16      -   0.99996142  x   0.99963872  =   0.99960016
 LB0532
 LB0532:                Primary Azimuth Mark                     Grid Az
 LB0532:SPC IN W     -  SCIRCLEVILLE MAST UNIDENT                033 59 26.1
 LB0532:SPC IN E     -  SCIRCLEVILLE MAST UNIDENT                034 54 24.0
 LB0532:UTM  16      -  SCIRCLEVILLE MAST UNIDENT                034 02 40.1
 LB0532
 LB0532|---------------------------------------------------------------------|
 LB0532| PID    Reference Object                     Distance      Geod. Az  |
 LB0532|                                                           dddmmss.s |
 LB0532| LB2533 SCIRCLEVILLE MAST UNIDENT           APPROX. 4.8 KM 0342816.2 |
 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                           52.072 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
 LB0532.Superseded values are not recommended for survey control.
 LB0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0532.See file dsdata.txt to determine how the superseded data were derived.
 LB0532
 LB0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5608859949(NAD 83)
 LB0532_MARKER: DR = REFERENCE MARK DISK
 LB0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0532_STAMPING: HILLISBURG NO 1 1934
 LB0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0532+STABILITY: SURFACE MOTION
 LB0532
 LB0532  HISTORY     - Date     Condition        Report By
 LB0532  HISTORY     - 1970     MONUMENTED       NGS
 LB0532  HISTORY     - 1970     GOOD             NGS
 LB0532
 LB0532                          STATION DESCRIPTION
 LB0532
 LB0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0533 ***********************************************************************
 LB0533  DESIGNATION -  HILLISBURG RM 2
 LB0533  PID         -  LB0533
 LB0533  STATE/COUNTY-  IN/CLINTON
 LB0533  USGS QUAD   -  HILLISBURG (1977)
 LB0533
 LB0533                         *CURRENT SURVEY CONTROL
 LB0533  ___________________________________________________________________
 LB0533* NAD 83(1986)-  40 17 18.     (N)    086 20 25.     (W)     SCALED    
 LB0533* NAVD 88     -       280.402  (meters)     919.95   (feet)  ADJUSTED  
 LB0533  ___________________________________________________________________
 LB0533  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 LB0533  DYNAMIC HT  -         280.251 (meters)     919.46  (feet)  COMP
 LB0533  MODELED GRAV-     980,079.4   (mgal)                       NAVD 88
 LB0533
 LB0533  VERT ORDER  -  SECOND    CLASS 0
 LB0533
 LB0533.The horizontal coordinates were scaled from a topographic map and have
 LB0533.an estimated accuracy of +/- 6 seconds.
 LB0533
 LB0533.The orthometric height was determined by differential leveling
 LB0533.and adjusted by the National Geodetic Survey in June 1991..
 LB0533
 LB0533.The geoid height was determined by GEOID03.
 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     -   559,800.      963,180.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0533.See file dsdata.txt to determine how the superseded data were derived.
 LB0533
 LB0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK560599(NAD 83)
 LB0533_MARKER: DR = REFERENCE MARK DISK
 LB0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0533_STAMPING: HILLISBURG NO 2 1934
 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 = OCTOBER  6, 2006
 ME2418 ***********************************************************************
 ME2418  DESIGNATION -  HILLTOP
 ME2418  PID         -  ME2418
 ME2418  STATE/COUNTY-  IN/LA PORTE
 ME2418  USGS QUAD   -  LA PORTE EAST (1991)
 ME2418
 ME2418                         *CURRENT SURVEY CONTROL
 ME2418  ___________________________________________________________________
 ME2418* NAD 83(1997)-  41 36 26.42671(N)    086 39 07.58011(W)     ADJUSTED  
 ME2418* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 ME2418  ___________________________________________________________________
 ME2418  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 ME2418  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME2418
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2418
 ME2418.The geoid height was determined by GEOID03.
 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     -   0.99996376  x   0.99998256  =   0.99994632
 ME2418!UTM  16      -   0.99996376  x   0.99961034  =   0.99957412
 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 1771040.0 |
 ME2418| ME2417 KINGSBURY ORDNANCE PLANT TK 1       APPROX.11.6 KM 1875131.5 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2418.See file dsdata.txt to determine how the superseded data were derived.
 ME2418
 ME2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2898806240(NAD 83)
 ME2418_MARKER: DS = TRIANGULATION STATION DISK
 ME2418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2418'LACKWOOD.  IT IS 28 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 ME2418'CABIN, 13 FEET EAST OF A 30 INCH
 ME2418'OAK TREE, 10 FEET NORTHWEST OF A POWER LINE POLE, 6 FEET WEST
 ME2418'OF A WHITE WITNESS POST AND 2 FEET SOUTH OF
 ME2418'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
 ME2418'FOOT SOUTH OF THE FENCE LINE.
 ME2418'THE MARK IS FLUSH AND THE DISK IS STAMPED 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
 ME2418'THE SOUTHEAST CORNER OF THE CABIN AND 1 FOOT SOUTH OF THE FENCE LINE.
 ME2418'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
 ME2418'AND 2 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND
 ME2418'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
 ME2418'2 FOR 4.0 MILES TO A GRAVEL SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH
 ME2418'FOR 0.6 MILE TO A T-ROAD, TURN LEFT
 ME2418'AND GO EAST FOR 0.05 MILE TO A SIDE ROAD RIGHT,
 ME2418'TURN RIGHT AND GO SOUTH FOR 1.7 MILES TO THE AZIMUTH
 ME2418'MARK ON THE LEFT AS DESCRIBED,
 ME2418'CONTINUE FOR 300 FEET TO A DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO
 ME2418'NORTH FOR 0.1 MILE TO A GATE, PASS
 ME2418'THROUGH GATE AND GO NORTH UP HILL TO THE TOP AND A SMALL CABIN AND
 ME2418'THE STATION AS DESCRIBED.
 ME2418'
 ME2418'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ2145 ***********************************************************************
 HZ2145  DESIGNATION -  HILTON
 HZ2145  PID         -  HZ2145
 HZ2145  STATE/COUNTY-  IN/CLARK
 HZ2145  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ2145
 HZ2145                         *CURRENT SURVEY CONTROL
 HZ2145  ___________________________________________________________________
 HZ2145* NAD 83(1997)-  38 22 28.20172(N)    085 42 12.94573(W)     ADJUSTED  
 HZ2145* NAVD 88     -       153.     (meters)     502.     (feet)  SCALED    
 HZ2145  ___________________________________________________________________
 HZ2145  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 HZ2145  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 HZ2145
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2145
 HZ2145.The geoid height was determined by GEOID03.
 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     -   0.99998126  x   0.99996679  =   0.99994805
 HZ2145!SPC KY1Z     -   0.99998126  x   0.99994265  =   0.99992391
 HZ2145!SPC KY N     -   0.99998126  x   0.99996338  =   0.99994464
 HZ2145!UTM  16      -   0.99998126  x   0.99975793  =   0.99973920
 HZ2145
 HZ2145:                Primary Azimuth Mark                     Grid Az
 HZ2145:SPC IN E     -  TT 2 D USGS 1947                         050 05 33.3
 HZ2145:SPC KY1Z     -  TT 2 D USGS 1947                         050 02 28.2
 HZ2145:SPC KY N     -  TT 2 D USGS 1947                         050 58 26.0
 HZ2145:UTM  16      -  TT 2 D USGS 1947                         049 15 53.2
 HZ2145
 HZ2145|---------------------------------------------------------------------|
 HZ2145| PID    Reference Object                     Distance      Geod. Az  |
 HZ2145|                                                           dddmmss.s |
 HZ2145| HZ2158 TT 2 D USGS 1947                    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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2145.See file dsdata.txt to determine how the superseded data were derived.
 HZ2145
 HZ2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1324248163(NAD 83)
 HZ2145_MARKER: DS = TRIANGULATION STATION DISK
 HZ2145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1900 ***********************************************************************
 JA1900  DESIGNATION -  HINDOSTAN
 JA1900  PID         -  JA1900
 JA1900  STATE/COUNTY-  IN/ORANGE
 JA1900  USGS QUAD   -  GEORGIA (1993)
 JA1900
 JA1900                         *CURRENT SURVEY CONTROL
 JA1900  ___________________________________________________________________
 JA1900* NAD 83(1997)-  38 39 54.45976(N)    086 36 02.02122(W)     ADJUSTED  
 JA1900* NAVD 88     -       280.13   (+/-2cm)     919.1    (feet)  VERTCON   
 JA1900  ___________________________________________________________________
 JA1900  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 JA1900  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JA1900
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1900
 JA1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1900
 JA1900.The geoid height was determined by GEOID03.
 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  =   0.99957611
 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 (07/19/86)  280.25   (m)          919.5    (f) LEVELING    3  
 JA1900
 JA1900.Superseded values are not recommended for survey control.
 JA1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1900.See file dsdata.txt to determine how the superseded data were derived.
 JA1900
 JA1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3475179692(NAD 83)
 JA1900_MARKER: DS = TRIANGULATION STATION DISK
 JA1900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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,
 JA1900'ABOUT 6 MILES AIRLINE NORTH FROM PROSPECT AND 3 MILES
 JA1900'NORTHWEST FROM ORANGEVILLE.  IT IS
 JA1900'ABOUT 150 YARDS SOUTH FROM
 JA1900'HINDOSTAN SCHOOL AND 0.25 MILE EAST FROM A SMALL
 JA1900'STORE AT THE
 JA1900'CROSSROAD, 8 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK
 JA1900'PROJECTS 6
 JA1900'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
 JA1900'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
 JA1900'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
 JA1900'AND 2.2 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 JA1900'PROJECTS 6 INCHES AND THE DISK IS
 JA1900'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
 JA1900'THE LEFT, TURN LEFT AND FOLLOW THE GRAVEL ROAD
 JA1900'NORTH AND NORTHEAST 4.7 MILES TO THE
 JA1900'VILLAGE OF ORANGEVILLE.
 JA1900'CONTINUE EAST AND NORTH 0.4 MILE, KEEP THE LEFT FORK AT
 JA1900'THE NORTH SIDE
 JA1900'OF THE BRIDGE AND CONTINUE NORTH 1.2 MILES, TURN LEFT AT THE
 JA1900'CHURCH AND CEMETERY AND
 JA1900'GO WEST AND NORTHWEST ON THE MAIN ROAD 2.85
 JA1900'MILES TO A FORK ON A TIMBERED HILLSIDE,
 JA1900'TAKE THE LEFT FORK AND GO
 JA1900'WEST 0.3 MILE TO THE SCHOOL ON THE RIGHT AND THE STATION
 JA1900'ON THE BARE HILL
 JA1900'ON THE LEFT OR SOUTH.
 JA1900'
 JA1900'TO REACH THE AZIMUTH FROM THE CHURCH GO WEST 0.3 MILE TO A SMALL
 JA1900'STORE ON THE LEFT, TURN
 JA1900'LEFT ON A DIRT ROAD ALONGSIDE THE STORE AND GO SOUTH 0.3
 JA1900'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
 JA1900'GOOD CONDITION.  THE DESCRIPTION IS GOOD WITH THE BELOW CHANGE.
 JA1900'
 JA1900'THE AZIMUTH MARK IS 1 FOOT NORTH OF A METAL WITNESS POST AND 36 FEET
 JA1900'SOUTHWEST OF A FENCE CORNER.
 JA1900'
 JA1900'THE SCHOOL HOUSE IS NO LONGER IN USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1606 ***********************************************************************
 MD1606  DESIGNATION -  HIVELY
 MD1606  PID         -  MD1606
 MD1606  STATE/COUNTY-  IN/WHITLEY
 MD1606  USGS QUAD   -  COLUMBIA CITY (1981)
 MD1606
 MD1606                         *CURRENT SURVEY CONTROL
 MD1606  ___________________________________________________________________
 MD1606* NAD 83(1997)-  41 14 29.33037(N)    085 27 46.24711(W)     ADJUSTED  
 MD1606* NAVD 88     -       289.     (meters)     948.     (feet)  SCALED    
 MD1606  ___________________________________________________________________
 MD1606  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 MD1606  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MD1606
 MD1606  HORZ ORDER  -  THIRD
 MD1606
 MD1606.The horizontal coordinates were established by classical geodetic methods
 MD1606.and adjusted by the National Geodetic Survey in May 1999..
 MD1606
 MD1606.The orthometric height was scaled from a topographic map.
 MD1606
 MD1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1606
 MD1606.The geoid height was determined by GEOID03.
 MD1606
 MD1606;                    North         East     Units Scale Factor Converg.
 MD1606;SPC IN E     -   665,395.270   117,085.150   MT  0.99997026   +0 08 03.7
 MD1606;SPC IN E     - 2,183,050.98    384,136.86   sFT  0.99997026   +0 08 03.7
 MD1606;UTM  16      - 4,566,703.460   628,806.046   MT  0.99980419   +1 00 48.5
 MD1606
 MD1606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1606!SPC IN E     -   0.99995986  x   0.99997026  =   0.99993012
 MD1606!UTM  16      -   0.99995986  x   0.99980419  =   0.99976405
 MD1606
 MD1606|---------------------------------------------------------------------|
 MD1606| PID    Reference Object                     Distance      Geod. Az  |
 MD1606|                                                           dddmmss.s |
 MD1606| MD0897 N 196                                37.353 METERS 00001     |
 MD1606| CC9359 HIVELY 2 AZ MK                                     0035111.1 |
 MD1606| CC9358 HIVELY RM 1                          21.569 METERS 09613     |
 MD1606| CC9357 HIVELY AZ MK                                       1765735.6 |
 MD1606| MD0899 HIVELY 2                              9.492 METERS 26919     |
 MD1606|---------------------------------------------------------------------|
 MD1606
 MD1606                          SUPERSEDED SURVEY CONTROL
 MD1606
 MD1606  NAD 83(1995)-  41 14 29.32943(N)    085 27 46.25659(W) AD(       ) 3
 MD1606  NAD 83(1986)-  41 14 29.32911(N)    085 27 46.26090(W) AD(       ) 3
 MD1606  NAD 27      -  41 14 29.15900(N)    085 27 46.33460(W) AD(       ) 3
 MD1606
 MD1606.Superseded values are not recommended for survey control.
 MD1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1606.See file dsdata.txt to determine how the superseded data were derived.
 MD1606
 MD1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2880666703(NAD 83)
 MD1606_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1606
 MD1606  HISTORY     - Date     Condition        Report By
 MD1606  HISTORY     - 1946     MONUMENTED       CGS
 MD1606  HISTORY     - 1958     SEE DESCRIPTION  CGS
 MD1606  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MD1606  HISTORY     - 1966     SEE DESCRIPTION  CGS
 MD1606
 MD1606                          STATION DESCRIPTION
 MD1606
 MD1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1606'STATION IS LOCATED 6.3 MILES NORTH OF COLUMBIA CITY ON THE WEST SIDE
 MD1606'OF STATE HIGHWAY 9,
 MD1606'0.4 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 9 AND 102 ON STATE
 MD1606'HIGHWAY 9, IT IS 41 FEET WEST OF
 MD1606'THE CENTERLINE OF STATE HIGHWAY 9, AND 1 FOOT EAST OF
 MD1606'A FENCELINE.  THE MARK IS FLUSH AND THE DISK IS
 MD1606'STAMPED HIVELY 1946.
 MD1606'
 MD1606'REFERENCE MARK NO. 1 IS 70.77 FEET EAST OF THE STATION.  IT IS 31
 MD1606'FEET EAST OF THE CENTERLINE OF
 MD1606'STATE HIGHWAY 9.  THE MARK IS FLUSH AND THE DISK IS STAMPED HIVELY NO
 MD1606'1 1946.
 MD1606'
 MD1606'N 196 WAS USED AS A REFERENCE MARK.  IT IS 122.55 FEET NORTH OF THE
 MD1606'STATION, 41 FEET WEST OF THE
 MD1606'CENTERLINE OF STATE HIGHWAY 9 AND 1 FOOT EAST OF A FENCELINE.  THE
 MD1606'MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 MD1606'IS A STANDARD USC AND GS BRONZE DISK STAMPED N 196 1946.
 MD1606'
 MD1606'AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION IN THE NORTHEAST ANGLE
 MD1606'OF THE JUNCTION OF STATE HIGHWAY
 MD1606'9 AND 102.  IT IS 75 FEET NORTHEAST OF THE JUNCTION OF STATE HIGHWAYS
 MD1606'9 AND 102.  THE MARK IS FLUSH AND
 MD1606'THE DISK IS STAMPED HIVELY 1946.
 MD1606'
 MD1606'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1606
 MD1606                          STATION RECOVERY (1958)
 MD1606
 MD1606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 MD1606'STATION, AZIMUTH, REFERENCE MARK NO. 1 AND BM N 196 RECOVERED IN
 MD1606'GOOD CONDITION.
 MD1606'DISTANCES TO REFERENCE MARK NO. 1 AND BM N 196
 MD1606'CHECKED AND VERIFIED.  DESCRIPTION
 MD1606'ADEQUATE AND CORRECT EXCEPT FOR
 MD1606'THE FOLLOWING.  STATION IS 99.5 FEET NORTH C/L GRAVEL
 MD1606'DRIVE, 36.0
 MD1606'FEET SOUTH TELEPHONE POLE NO. U.T. CO. 4, AND 3.8 FEET SOUTH OF
 MD1606'IRON POST AT FENCE
 MD1606'CORNER.  REFERENCE MARK NO. 1 IS 13.4 FEET SOUTHWEST
 MD1606'OF A POWER POLE. BM N 196 IS 63.7
 MD1606'FEET SOUTH OF TELEPHONE POLE
 MD1606'NO. U.T. CO. 115 AND 44.0 FEET SOUTH OF INTERSECTION
 MD1606'OF N/S FENCE
 MD1606'AND A FENCE RUNNING WEST.  AZIMUTH MARK IS 47.0 FEET EAST C/L OF
 MD1606'STATE ROUTE 9,
 MD1606'45.0 FEET NORTH C/L OF STATE ROUTE 10A AND 7.9 FEET
 MD1606'EAST-SOUTHEAST OF A POWER POLE.
 MD1606'ANGLES BETWEEN AZIMUTH MARK AND
 MD1606'REFERENCE MARK NO. 1 AND BM N 196 CHECKED AND
 MD1606'VERIFIED.
 MD1606'
 MD1606'OFFICE NOTE- ANGLE BETWWEN AZIMUTH MARK AND BM N 196 DIFFERED BY 10
 MD1606'DEG
 MD1606
 MD1606                          STATION RECOVERY (1963)
 MD1606
 MD1606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1606'RECOVERED ALL MARKS IN GOOD CONDITION AND ESSENTIALLY AS ORIGINALLY
 MD1606'DESCRIBED EXCEPT THAT THE AZIMUTH
 MD1606'FROM STATION TO BENCH MARK N 196 AS LISTED ON THE DATA SHEET IS 10
 MD1606'DEGREES TOO GREAT.  THE AZIMUTH OBTAINED
 MD1606'BY REOBSERVATION HOLDING AZIMUTH MARK FIXED IS GIVEN BELOW.
 MD1606'
 MD1606'ABOUT 6.3 MILES N OF COLUMBIA CITY, ABOUT 3.8 MILES S ALONG NO. 9
 MD1606'INDIANA HWY. FROM ITS
 MD1606'INTERSECTION WITH NO. 33 U. S. HWY. AT MERRIAM, 0.4 MILE N OF
 MD1606'CROSSROADS AT ST. JOHN UNITED
 MD1606'BRETHREN CHURCH, 34 FEET N OF PROJECTED PLANE OF N WALL OF FRAME
 MD1606'HOUSE ON W SIDE OF HWY., 40.5 FEET W OF
 MD1606'CENTER LINE OF 20-FOOT HWY. PAVEMENT, 0.2 FOOT HIGHER THAN SAME, AND
 MD1606'0.2 FOOT UNDERGROUND, STANDARD DISKS
 MD1606'STAMPED HIVELY 1946 IN NOTE 1A AND 7A MARKS.
 MD1606'
 MD1606'REFERENCE STAMPED HIVELY NO 1 1946, NOTE 11A, PROJECTS 0.5 FOOT, IS
 MD1606'70.75 FEET OR 21.565 METERS E
 MD1606'IN AZIMUTH 276 DEG 13 MIN FROM STATION, 30 FEET E OF CENTER LINE OF
 MD1606'HWY., LEVEL WITH SAME, AND 1-1/2 FEET N OF
 MD1606'STEEL WITNESS POST.
 MD1606'
 MD1606'COAST SURVEY BENCH MARK STAMPED N 196 1946 ON STD, DISK, PROJECTS 0.3
 MD1606'FOOT, IS 122.49 FEET OR (37.335
 MD1606'METERS) N IN AZIMUTH 180 DEG 01 MIN 08.8 SEC (REOBSERVED 18 JULY
 MD1606'1963) FROM STATION, 44 FEET S OF FENCE
 MD1606'T-INTERSECTION, 39-1/2 FEET W OF CENTER LINE OF HWY., 1.2 FEET LOWER
 MD1606'THAN SAME, AND 173.91 FEET (53.008
 MD1606'METERS) NW OF NO. 1 REFERENCE MARK.
 MD1606'
 MD1606'AZIMUTH MARK STAMPED HIVELY 1946, NOTE 16A, PROJECTS 0.4 FOOT, IS
 MD1606'ABOUT 0.4 MILE S IN AZIMUTH 356
 MD1606'DEG 57 MIN 29.8 SEC FROM STATION, DIAGONALLY ACROSS ROAD INTERSECTION
 MD1606'FROM ST. JOHN CH., ABOUT 75 FEET NE OF THE CENTER
 MD1606'OF THE INTERSECTION, 0.6 FOOT LOWER THAN SAME, AND 1.3 FEET
 MD1606'E OF STEEL WITNESS POST.
 MD1606
 MD1606                          STATION RECOVERY (1966)
 MD1606
 MD1606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 MD1606'DUE TO THE WIDENING ON STATE HIGHWAY 9 THE STATION MARK, REFERENCE
 MD1606'MARK NO. 1, BENCH
 MD1606'MARK N 196, AND THE AZIMUTH MARK HAD TO BE RESET.
 MD1606'
 MD1606'HIVELY 2 WAS ESTABLISHED WEST OF THE ORIGINAL POSITION AND THEN
 MD1606'THE OLD MARKS WERE
 MD1606'DESTROYED.  THE UNDERGROUND DISK WAS LEFT IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0899 ***********************************************************************
 MD0899  DESIGNATION -  HIVELY 2
 MD0899  PID         -  MD0899
 MD0899  STATE/COUNTY-  IN/WHITLEY
 MD0899  USGS QUAD   -  COLUMBIA CITY (1981)
 MD0899
 MD0899                         *CURRENT SURVEY CONTROL
 MD0899  ___________________________________________________________________
 MD0899* NAD 83(1997)-  41 14 29.32672(N)    085 27 46.65472(W)     ADJUSTED  
 MD0899* NAVD 88     -       288.75   (meters)     947.3    (feet)  RESET     
 MD0899  ___________________________________________________________________
 MD0899  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 MD0899  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MD0899
 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.No horizontal observational check was made to the station.
 MD0899
 MD0899.The orthometric height was computed from unverified reset data.
 MD0899
 MD0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0899
 MD0899.The geoid height was determined by GEOID03.
 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     -   0.99995987  x   0.99997025  =   0.99993012
 MD0899!UTM  16      -   0.99995987  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|---------------------------------------------------------------------|
 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| MD1607 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
 MD0899.Superseded values are not recommended for survey control.
 MD0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0899.See file dsdata.txt to determine how the superseded data were derived.
 MD0899
 MD0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2879766703(NAD 83)
 MD0899_MARKER: DS = TRIANGULATION STATION DISK
 MD0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0899_STAMPING: HIVELY 2 1966
 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
 MD0899'MERRIAM, ON THE WEST SIDE OF STATE HIGHWAY 9, 0.4 MILE
 MD0899'NORTH OF THE JUNCTION OF STATE
 MD0899'HIGHWAY 9 AND STATE HIGHWAY 102, AND
 MD0899'ON LAND OWNED BY MR. CHARLES A. MILLER.
 MD0899'
 MD0899'TO REACH THE STATION FROM THE COURTHOUSE IN COLUMBIA CITY, GO
 MD0899'NORTH ON STATE
 MD0899'HIGHWAY 9 FOR 5.9 MILES TO THE JUNCTION WITH STATE
 MD0899'HIGHWAY 102.  CONTINUE NORTH ON
 MD0899'STATE HIGHWAY 9 FOR 0.4 MILE TO THE
 MD0899'STATION ON THE LEFT.
 MD0899'
 MD0899'STATION MARKS ARE STANDARD DISKS STAMPED HIVELY 2 1966.  THE SURFACE
 MD0899'DISK IS SET IN THE
 MD0899'TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH
 MD0899'THE SURFACE OF THE GROUND.  IT IS
 MD0899'71.5 FEET WEST OF THE CENTER OF STATE
 MD0899'HIGHWAY 9, 65 FEET NORTHEAST OF THE NORTHEAST CORNER
 MD0899'OF A PORCH ON MR.
 MD0899'CHARLES A. MILLERS HOUSE, AND 4 FEET SOUTH OF A FENCE.  THE
 MD0899'UNDERGROUND DISK IS
 MD0899'SET IN AN IRREGULAR MASS OF CONCRETE 38 INCHES BELOW THE
 MD0899'SURFACE OF THE GROUND.
 MD0899'
 MD0899'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HIVELY 2 NO 1966,
 MD0899'IS SET IN THE TOP
 MD0899'OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 MD0899'IT IS 50 FEET EAST OF THE CENTER OF
 MD0899'STATE HIGHWAY 9 AND 1.5 FEET SOUTH
 MD0899'OF A METAL WITNESS POST.
 MD0899'
 MD0899'BENCH MARK N 196 RESET (REFERENCE MARK NO. 4), IS A STANDARD U.S.
 MD0899'COAST AND GEODETIC
 MD0899'SURVEY BENCH MARK DISK STAMPED N 196 RESET 1966, SET
 MD0899'IN THE TOP OF A ROUND CONCRETE POST
 MD0899'WHICH IS FLUSH WITH THE SURFACE OF
 MD0899'THE GROUND.  IT IS 117 FEET WEST OF THE CENTER OF
 MD0899'STATE HIGHWAY 9, 38
 MD0899'FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE PORCH, 2 FEET
 MD0899'SOUTHWEST OF A
 MD0899'POWERLINE POLE WITH A TRANSFORMER, AND 1 FOOT SOUTH OF A
 MD0899'FENCE.
 MD0899'
 MD0899'AZIMUTH MARK, A STANDARD DISK STAMPED HIVELY 2 1966, IS SET IN THE
 MD0899'TOP OF A ROUND
 MD0899'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 50 FEET
 MD0899'EAST OF THE CENTER OF STATE
 MD0899'HIGHWAY 9 AND 1.5 FEET SOUTH OF A METAL
 MD0899'WITNESS POST.
 MD0899'
 MD0899'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE
 MD0899'HIGHWAY 9 FOR 0.2
 MD0899'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
 MD0899'COLUMBIA CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0900 ***********************************************************************
 MD0900  DESIGNATION -  HIVELY 2 RM 3
 MD0900  PID         -  MD0900
 MD0900  STATE/COUNTY-  IN/WHITLEY
 MD0900  USGS QUAD   -  COLUMBIA CITY (1981)
 MD0900
 MD0900                         *CURRENT SURVEY CONTROL
 MD0900  ___________________________________________________________________
 MD0900* NAD 83(1986)-  41 14 29.     (N)    085 27 46.     (W)     SCALED    
 MD0900* NAVD 88     -       288.29   (meters)     945.8    (feet)  RESET     
 MD0900  ___________________________________________________________________
 MD0900  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MD0900
 MD0900  VERT ORDER  -  THIRD
 MD0900
 MD0900.The horizontal coordinates were scaled from a topographic map and have
 MD0900.an estimated accuracy of +/- 6 seconds.
 MD0900
 MD0900.The orthometric height was computed from unverified reset data.
 MD0900
 MD0900.The geoid height was determined by GEOID03.
 MD0900
 MD0900;                    North         East    Units  Estimated Accuracy
 MD0900;SPC IN E     -   665,390.      117,090.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0900.See file dsdata.txt to determine how the superseded data were derived.
 MD0900
 MD0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL288666(NAD 83)
 MD0900_MARKER: DR = REFERENCE MARK DISK
 MD0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0900_STAMPING: HIVELY 2 RM 3 1966
 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
 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 = OCTOBER  6, 2006
 AE8503 ***********************************************************************
 AE8503  CBN         -  This is a Cooperative Base Network Control Station.
 AE8503  DESIGNATION -  HM 18
 AE8503  PID         -  AE8503
 AE8503  STATE/COUNTY-  IN/HAMILTON
 AE8503  USGS QUAD   -  NOBLESVILLE (1992)
 AE8503
 AE8503                         *CURRENT SURVEY CONTROL
 AE8503  ___________________________________________________________________
 AE8503* NAD 83(1997)-  40 02 33.48841(N)    086 00 41.19604(W)     ADJUSTED  
 AE8503* NAVD 88     -       234.7    (meters)     770.     (feet)  GPS OBS   
 AE8503  ___________________________________________________________________
 AE8503  X           -     340,122.143 (meters)                     COMP
 AE8503  Y           -  -4,877,973.581 (meters)                     COMP
 AE8503  Z           -   4,081,740.050 (meters)                     COMP
 AE8503  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AE8503  ELLIP HEIGHT-         200.69  (meters)          (04/10/98) GPS OBS
 AE8503  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 AE8503
 AE8503  HORZ ORDER  -  B
 AE8503  ELLP ORDER  -  FOURTH    CLASS I
 AE8503
 AE8503.The horizontal coordinates were established by GPS observations
 AE8503.and adjusted by the National Geodetic Survey in April 1998..
 AE8503
 AE8503.The orthometric height was determined by GPS observations and a
 AE8503.high-resolution geoid model.
 AE8503
 AE8503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8503
 AE8503.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8503
 AE8503.The ellipsoidal height was determined by GPS observations
 AE8503.and is referenced to NAD 83.
 AE8503
 AE8503.The geoid height was determined by GEOID03.
 AE8503
 AE8503;                    North         East     Units Scale Factor Converg.
 AE8503;SPC IN E     -   532,308.486    70,577.459   MT  0.99997732   -0 13 18.5
 AE8503;SPC IN E     - 1,746,415.42    231,552.88   sFT  0.99997732   -0 13 18.5
 AE8503;UTM  16      - 4,432,957.450   584,331.124   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                          SUPERSEDED SURVEY CONTROL
 AE8503
 AE8503.No superseded survey control is available for this station.
 AE8503
 AE8503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8433132957(NAD 83)
 AE8503_MARKER: DD = SURVEY DISK
 AE8503_SETTING: 0 = UNSPECIFIED SETTING
 AE8503_STAMPING: HAMILTON COUNTY SECTION CORNER
 AE8503_MARK LOGO: IN-057
 AE8503_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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     - UNK      MONUMENTED
 AE8503  HISTORY     - 19970819 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 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 = OCTOBER  6, 2006
 JZ1536 ***********************************************************************
 JZ1536  DESIGNATION -  HNY G 34
 JZ1536  PID         -  JZ1536
 JZ1536  STATE/COUNTY-  IN/HENRY
 JZ1536  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ1536
 JZ1536                         *CURRENT SURVEY CONTROL
 JZ1536  ___________________________________________________________________
 JZ1536* NAD 83(1986)-  39 55 12.     (N)    085 15 07.     (W)     SCALED    
 JZ1536* NAVD 88     -       347.64   (meters)    1140.5    (feet)  RESET     
 JZ1536  ___________________________________________________________________
 JZ1536  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JZ1536
 JZ1536  VERT ORDER  -  THIRD
 JZ1536
 JZ1536.The horizontal coordinates were scaled from a topographic map and have
 JZ1536.an estimated accuracy of +/- 6 seconds.
 JZ1536
 JZ1536.The orthometric height was computed from unverified reset data.
 JZ1536
 JZ1536.The geoid height was determined by GEOID03.
 JZ1536
 JZ1536;                    North         East    Units  Estimated Accuracy
 JZ1536;SPC IN E     -   518,720.      135,460.      MT  (+/- 180 meters Scaled)
 JZ1536
 JZ1536                          SUPERSEDED SURVEY CONTROL
 JZ1536
 JZ1536  NGVD 29 (??/??/??)  347.77   (m)         1141.0    (f) RESET       3  
 JZ1536
 JZ1536.Superseded values are not recommended for survey control.
 JZ1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1536.See file dsdata.txt to determine how the superseded data were derived.
 JZ1536
 JZ1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK493203(NAD 83)
 JZ1536_MARKER: DD = SURVEY DISK
 JZ1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1536_STAMPING: HNY G 34
 JZ1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1536+STABILITY: SURFACE MOTION
 JZ1536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1536+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 JZ1536
 JZ1536  HISTORY     - Date     Condition        Report By
 JZ1536  HISTORY     - 1965     MONUMENTED       INHD
 JZ1536  HISTORY     - 1965     GOOD             NGS
 JZ1536  HISTORY     - 20050707 GOOD             GEOCAC
 JZ1536
 JZ1536                          STATION DESCRIPTION
 JZ1536
 JZ1536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 JZ1536'0.4 MI S FROM MILLVILLE.
 JZ1536'ABOUT 0.45 MILES SOUTH OF MILLVILLE AT THE INTERSECTION OF
 JZ1536'STATE HIGHWAY 38 AND MILLVILLE ROAD (ALSO CALLED WILBUR WRIGHT
 JZ1536'ROAD), 72 FEET EAST OF THE CENTERLINE OF MILLVILLE ROAD, 65 FEET
 JZ1536'SOUTHEAST OF A STATE HIGHWAY RIGHT-OF-WAY MARKER, 50 FEET
 JZ1536'NORTH OF THE CENTERLINE OF STATE HIGHWAY 38, 4.6 FEET WEST OF A
 JZ1536'STATE HIGHWAY RIGHT-OF-WAY MARKER, 2.5 FEET SOUTH OF A FENCE
 JZ1536'LINE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FEET.
 JZ1536'NOTE-- THIS MARK REPLACES B.M. G 253.
 JZ1536
 JZ1536                          STATION RECOVERY (2005)
 JZ1536
 JZ1536'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1536'N 39 55.056, W 85 15.113 (CONSUMER-GRADE GPS)
 JZ1536'DISK IS PARTIALLY MUTILATED.
 JZ1536' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2530 ***********************************************************************
 JZ2530  DESIGNATION -  HNY G 7 INHD
 JZ2530  PID         -  JZ2530
 JZ2530  STATE/COUNTY-  IN/HENRY
 JZ2530  USGS QUAD   -  KNIGHTSTOWN (1981)
 JZ2530
 JZ2530                         *CURRENT SURVEY CONTROL
 JZ2530  ___________________________________________________________________
 JZ2530* NAD 83(1986)-  39 47 40.     (N)    085 32 11.     (W)     SCALED    
 JZ2530* NAVD 88     -       278.337  (meters)     913.18   (feet)  ADJUSTED  
 JZ2530  ___________________________________________________________________
 JZ2530  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JZ2530  DYNAMIC HT  -         278.178 (meters)     912.66  (feet)  COMP
 JZ2530  MODELED GRAV-     980,047.4   (mgal)                       NAVD 88
 JZ2530
 JZ2530  VERT ORDER  -  SECOND    CLASS 0
 JZ2530
 JZ2530.The horizontal coordinates were scaled from a topographic map and have
 JZ2530.an estimated accuracy of +/- 6 seconds.
 JZ2530
 JZ2530.The orthometric height was determined by differential leveling
 JZ2530.and adjusted by the National Geodetic Survey in June 1991..
 JZ2530
 JZ2530.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2530.See file dsdata.txt to determine how the superseded data were derived.
 JZ2530
 JZ2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK253059(NAD 83)
 JZ2530_MARKER: DD = SURVEY DISK
 JZ2530_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2530_SP_SET: BRIDGE
 JZ2530_STAMPING: HNY G 7
 JZ2530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2530
 JZ2530  HISTORY     - Date     Condition        Report By
 JZ2530  HISTORY     - UNK      MONUMENTED       INHD
 JZ2530  HISTORY     - 1947     GOOD             NGS
 JZ2530
 JZ2530                          STATION DESCRIPTION
 JZ2530
 JZ2530'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0989 ***********************************************************************
 ME0989  DESIGNATION -  HOBART
 ME0989  PID         -  ME0989
 ME0989  STATE/COUNTY-  IN/LAKE
 ME0989  USGS QUAD   -  PORTAGE (1992)
 ME0989
 ME0989                         *CURRENT SURVEY CONTROL
 ME0989  ___________________________________________________________________
 ME0989* NAD 83(1997)-  41 33 03.25428(N)    087 14 25.63859(W)     ADJUSTED  
 ME0989* NAVD 88     -       189.652  (meters)     622.22   (feet)  ADJUSTED  
 ME0989  ___________________________________________________________________
 ME0989  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 ME0989  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME0989  DYNAMIC HT  -         189.580 (meters)     621.98  (feet)  COMP
 ME0989  MODELED GRAV-     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
 ME0989.and adjusted by the National Geodetic Survey in June 1991..
 ME0989
 ME0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME0989
 ME0989.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 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
 ME0989.Superseded values are not recommended for survey control.
 ME0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0989.See file dsdata.txt to determine how the superseded data were derived.
 ME0989
 ME0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7994799943(NAD 83)
 ME0989_MARKER: DS = TRIANGULATION STATION DISK
 ME0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0989_SP_SET: CONCRETE POST
 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             NGS
 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
 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
 ME0989'51 ABOUT 1 MILE NORTH OF HOBART.  IT IS 100 FEET NORTHEAST OF THE
 ME0989'INTERSECTION, 50 FEET NORTHWEST OF A
 ME0989'POWER POLE AND 7 FEET EAST OF A WHITE WITNESS
 ME0989'POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 ME0989'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.
 ME0989'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED HOBART NO 1
 ME0989'1952.
 ME0989'
 ME0989'REFERENCE MARK NO. 2 IS 40 FEET EAST OF THE CENTER OF HIGHWAY 51 AND
 ME0989'7 FEET SOUTH OF A POWER POLE.
 ME0989'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED HOBART NO 2
 ME0989'1952.
 ME0989'
 ME0989'AZIMUTH MARK IS 35 FEET SOUTH OF THE CENTER OF HIGHWAY 6, 2 FEET
 ME0989'NORTH OF A POWER POLE
 ME0989'AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6
 ME0989'INCHES AND THE DISK IS STAMPED
 ME0989'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
 ME0989'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 (RRG)
 ME0989'THE STATION, REFERENCE MARK NO. 1 AND 2 AND THE AZIMUTH MARK WERE
 ME0989'ALL RECOVERED AND
 ME0989'IN GOOD CONDITION.
 ME0989'
 ME0989'THE TO REACH GIVEN IN THE DESCRIPTION
 ME0989'IS ADEQUATE.
 ME0989
 ME0989                          STATION RECOVERY (1968)
 ME0989
 ME0989'RECOVERY NOTE BY NATIONAL 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 (1970)
 ME0989
 ME0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 ME0989'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND
 ME0989'IN GOOD CONDITION.
 ME0989'REFERENCE MARK 1 WAS FOUND TO HAVE BEEN HIT AND
 ME0989'LEANING SLIGHTLY TO THE SOUTH BUT
 ME0989'SOLID AT THIS TIME.  THE DISTANCE TO
 ME0989'BOTH MARKS CHECKED BUT THE DIRECTION BETWEEN THEM
 ME0989'FAILED TO CHECK BY
 ME0989'4 IMINUTES AND THIS IS THOUGHT TO HAVE BEEN CAUSED BY REFERENCE MARK
 ME0989'1 BEING DISTURBED.
 ME0989'THE LINE OF SIGHT TO THE AZIMUTH MARK IS OBSTRUCTED
 ME0989'BY TREES AND BRUSH ABOUT 0.1 MILE
 ME0989'WEST OF THE STATION AND WAS NOT
 ME0989'THOUGHT NECESSARY TO CLEAR THE LINE AT THIS TIME
 ME0989'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
 ME0989'INTERSECTION OF STATE HIGHWAY 51 AND U.S. HIGHWAY 6,
 ME0989'2 FEET NORTHEAST OF A 10 INCH
 ME0989'ELM TREE, 1 FOOT SOUTHWEST OF THE SOUTHWEST
 ME0989'EDGE OF A PAVED PARKING AREA, 73 FEET EAST OF
 ME0989'THE CENTERLINE OF
 ME0989'HIGHWAY 51, 71 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 6, 6
 ME0989'FEET NORTHWEST OF
 ME0989'A CONCRETE BASE OF A METAL LIGHT POLE AND AT THE SOUTHWEST
 ME0989'EDGE OF A PAVED PARKING LOT OF
 ME0989'JANSENS MICHIGAN FRUIT MARKET.  THE MONUMENT
 ME0989'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,
 ME0989'43 FEET WEST OF
 ME0989'THE CENTERLINE OF A DRIVEWAY, 40 FEET NORTH OF THE
 ME0989'CENTERLINE OF HIGHWAY 6 AND 2 FEET
 ME0989'SOUTH OF THE SOUTH EDGE OF THE PARKING
 ME0989'LOT.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 ME0989'STAMPED HOBART
 ME0989'NO 1 1952.
 ME0989'
 ME0989'REFERENCE MARK 2 IS 9 FEET SOUTH OF A POWER POLE, 36 FEET SOUTH
 ME0989'OF THE CENTERLINE
 ME0989'OF A DRIVEWAY, 40 FEET EAST OF THE CENTERLINE OF
 ME0989'HIGHWAY 51 AND 3 FEET WEST OF THE
 ME0989'WEST EDGE OF THE PARKING LOT.  THE
 ME0989'MONUMENT IS FLUSH AND THE DISK IS STAMPED HOBART NO
 ME0989'2 1952.
 ME0989'
 ME0989'THE AZIMUTH MARK IS 0.5 MILE WEST ALONG HIGHWAY 6 FROM THE STATION,
 ME0989'1 FOOT NORTH OF A
 ME0989'POWER POLE, 13 FEET WEST OF A FENCE CORNER, 36
 ME0989'FEET SOUTH OF THE CENTERLINE OF THE
 ME0989'HIGHWAY AND 121 FEET EAST OF THE
 ME0989'CENTERLINE OF A DRIVEWAY.  THE MONUMENT PROJECTS 3
 ME0989'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 INC
 ME0989'
 ME0989'HOBART 1952 GOOD, WITNESS SIGN SET 2 FEET SE
 ME0989'HOBART 1952 (AZ
 ME0989'MARK GOOD, WITNESS SIGN SET 1 FEET SOUTH
 ME0989'R.M. NO. 1 AND NO. 2 MARKS FOUND
 ME0989'(OK)
 ME0989'
 ME0989'DISTANCE AND DIRECTION FROM NEAREST TOWN- 1 MILE NORTH OF HOBART
 ME0989
 ME0989                          STATION RECOVERY (1977)
 ME0989
 ME0989'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1977 (KM)
 ME0989'HOBART 1952 RECOVERED GOOD.
 ME0989'
 ME0989'HOBART 1952 (AZIM) RECOVERED GOOD.
 ME0989'
 ME0989'HOBART NO 1 1952 RECOVERED GOOD.
 ME0989'
 ME0989'HOBART NO 2 1952 RECOVERED GOOD - 0.3 FEET BELOW GROUND.
 ME0989'
 ME0989'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 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
 ME0989'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0987 ***********************************************************************
 ME0987  DESIGNATION -  HOBART AZ MK
 ME0987  PID         -  ME0987
 ME0987  STATE/COUNTY-  IN/LAKE
 ME0987  USGS QUAD   -  PORTAGE (1992)
 ME0987
 ME0987                         *CURRENT SURVEY CONTROL
 ME0987  ___________________________________________________________________
 ME0987* NAD 83(1986)-  41 33 01.     (N)    087 14 58.     (W)     SCALED    
 ME0987* NAVD 88     -       189.637  (meters)     622.17   (feet)  ADJUSTED  
 ME0987  ___________________________________________________________________
 ME0987  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 ME0987  DYNAMIC HT  -         189.565 (meters)     621.93  (feet)  COMP
 ME0987  MODELED GRAV-     980,240.2   (mgal)                       NAVD 88
 ME0987
 ME0987  VERT ORDER  -  FIRST     CLASS I
 ME0987
 ME0987.The horizontal coordinates were scaled from a topographic map and have
 ME0987.an estimated accuracy of +/- 6 seconds.
 ME0987
 ME0987.The orthometric height was determined by differential leveling
 ME0987.and adjusted by the National Geodetic Survey in June 1991..
 ME0987
 ME0987.The geoid height was determined by GEOID03.
 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     -   699,680.      886,140.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0987.See file dsdata.txt to determine how the superseded data were derived.
 ME0987
 ME0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL791998(NAD 83)
 ME0987_MARKER: DZ = AZIMUTH MARK DISK
 ME0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0987_SP_SET: CONCRETE POST
 ME0987_STAMPING: HOBART 1952
 ME0987_MARK LOGO: CGS   
 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 NOT SUITABLE FOR
 ME0987+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1992
 ME0987
 ME0987  HISTORY     - Date     Condition        Report By
 ME0987  HISTORY     - 1952     MONUMENTED       CGS
 ME0987  HISTORY     - 1968     GOOD             NGS
 ME0987  HISTORY     - 19920902 GOOD             NGS
 ME0987
 ME0987                          STATION DESCRIPTION
 ME0987
 ME0987'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2487 ***********************************************************************
 ME2487  DESIGNATION -  HOBART MUNICIPAL TANK 2
 ME2487  PID         -  ME2487
 ME2487  STATE/COUNTY-  IN/LAKE
 ME2487  USGS QUAD   -  GARY (1991)
 ME2487
 ME2487                         *CURRENT SURVEY CONTROL
 ME2487  ___________________________________________________________________
 ME2487* NAD 83(1997)-  41 32 39.19327(N)    087 16 17.05836(W)     ADJUSTED  
 ME2487* NAVD 88     -                                                        
 ME2487  ___________________________________________________________________
 ME2487  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 ME2487  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 ME2487
 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
 ME2487.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2487
 ME2487.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2487
 ME2487  NAD 83(1994)-  41 32 39.19854(N)    087 16 17.06414(W) AD(       ) 4
 ME2487  NAD 83(1986)-  41 32 39.19844(N)    087 16 17.06396(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2487.See file dsdata.txt to determine how the superseded data were derived.
 ME2487
 ME2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7736399209(NAD 83)
 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 = OCTOBER  6, 2006
 ME2489 ***********************************************************************
 ME2489  DESIGNATION -  HOBART MUNICIPAL TANK 1
 ME2489  PID         -  ME2489
 ME2489  STATE/COUNTY-  IN/LAKE
 ME2489  USGS QUAD   -  GARY (1991)
 ME2489
 ME2489                         *CURRENT SURVEY CONTROL
 ME2489  ___________________________________________________________________
 ME2489* NAD 83(1997)-  41 31 48.54756(N)    087 15 30.08314(W)     ADJUSTED  
 ME2489* NAVD 88     -                                                        
 ME2489  ___________________________________________________________________
 ME2489  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 ME2489  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME2489
 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
 ME2489.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2489
 ME2489.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2489
 ME2489  NAD 83(1994)-  41 31 48.55333(N)    087 15 30.08938(W) AD(       ) 4
 ME2489  NAD 83(1986)-  41 31 48.55337(N)    087 15 30.08927(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2489.See file dsdata.txt to determine how the superseded data were derived.
 ME2489
 ME2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7844797644(NAD 83)
 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 = OCTOBER  6, 2006
 ME0990 ***********************************************************************
 ME0990  DESIGNATION -  HOBART RM 1
 ME0990  PID         -  ME0990
 ME0990  STATE/COUNTY-  IN/LAKE
 ME0990  USGS QUAD   -  PORTAGE (1992)
 ME0990
 ME0990                         *CURRENT SURVEY CONTROL
 ME0990  ___________________________________________________________________
 ME0990* NAD 83(1986)-  41 33 02.     (N)    087 14 24.     (W)     SCALED    
 ME0990* NAVD 88     -       190.116  (meters)     623.74   (feet)  ADJUSTED  
 ME0990  ___________________________________________________________________
 ME0990  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME0990  DYNAMIC HT  -         190.044 (meters)     623.50  (feet)  COMP
 ME0990  MODELED GRAV-     980,240.2   (mgal)                       NAVD 88
 ME0990
 ME0990  VERT ORDER  -  FIRST     CLASS I
 ME0990
 ME0990.The horizontal coordinates were scaled from a topographic map and have
 ME0990.an estimated accuracy of +/- 6 seconds.
 ME0990
 ME0990.The orthometric height was determined by differential leveling
 ME0990.and adjusted by the National Geodetic Survey in June 1991..
 ME0990
 ME0990.The geoid height was determined by GEOID03.
 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     -   699,710.      886,930.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0990.See file dsdata.txt to determine how the superseded data were derived.
 ME0990
 ME0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL799999(NAD 83)
 ME0990_MARKER: DR = REFERENCE MARK DISK
 ME0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0990_SP_SET: CONCRETE POST
 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             NGS
 ME0990  HISTORY     - 19920902 GOOD             NGS
 ME0990
 ME0990                          STATION DESCRIPTION
 ME0990
 ME0990'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0988 ***********************************************************************
 ME0988  DESIGNATION -  HOBART RM 2
 ME0988  PID         -  ME0988
 ME0988  STATE/COUNTY-  IN/LAKE
 ME0988  USGS QUAD   -  PORTAGE (1992)
 ME0988
 ME0988                         *CURRENT SURVEY CONTROL
 ME0988  ___________________________________________________________________
 ME0988* NAD 83(1986)-  41 33 03.     (N)    087 14 26.     (W)     SCALED    
 ME0988* NAVD 88     -       189.110  (meters)     620.44   (feet)  ADJUSTED  
 ME0988  ___________________________________________________________________
 ME0988  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME0988  DYNAMIC HT  -         189.039 (meters)     620.21  (feet)  COMP
 ME0988  MODELED GRAV-     980,240.3   (mgal)                       NAVD 88
 ME0988
 ME0988  VERT ORDER  -  FIRST     CLASS I
 ME0988
 ME0988.The horizontal coordinates were scaled from a topographic map and have
 ME0988.an estimated accuracy of +/- 6 seconds.
 ME0988
 ME0988.The orthometric height was determined by differential leveling
 ME0988.and adjusted by the National Geodetic Survey in June 1991..
 ME0988
 ME0988.The geoid height was determined by GEOID03.
 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     -   699,740.      886,880.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0988.See file dsdata.txt to determine how the superseded data were derived.
 ME0988
 ME0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL799999(NAD 83)
 ME0988_MARKER: DR = REFERENCE MARK DISK
 ME0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0988_SP_SET: CONCRETE POST
 ME0988_STAMPING: HOBART NO 2 1952
 ME0988_MARK LOGO: CGS   
 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             NGS
 ME0988  HISTORY     - 19920902 GOOD             NGS
 ME0988
 ME0988                          STATION DESCRIPTION
 ME0988
 ME0988'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3350 ***********************************************************************
 JZ3350  DESIGNATION -  HOBBS
 JZ3350  PID         -  JZ3350
 JZ3350  STATE/COUNTY-  IN/DECATUR
 JZ3350  USGS QUAD   -  GREENSBURG (1993)
 JZ3350
 JZ3350                         *CURRENT SURVEY CONTROL
 JZ3350  ___________________________________________________________________
 JZ3350* NAD 83(1997)-  39 15 48.77365(N)    085 29 09.82525(W)     ADJUSTED  
 JZ3350* NAVD 88     -       294.6    (meters)     967.     (feet)  VERTCON   
 JZ3350  ___________________________________________________________________
 JZ3350  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 JZ3350  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JZ3350
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3350
 JZ3350.The geoid height was determined by GEOID03.
 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     -   0.99995913  x   0.99996966  =   0.99992880
 JZ3350!UTM  16      -   0.99995913  x   0.99981004  =   0.99976918
 JZ3350
 JZ3350:                Primary Azimuth Mark                     Grid Az
 JZ3350:SPC IN E     -  GREENSBURG FIRST CHRISTIAN CH            000 46 45.7
 JZ3350:UTM  16      -  GREENSBURG FIRST CHRISTIAN CH            359 56 07.4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3350.See file dsdata.txt to determine how the superseded data were derived.
 JZ3350
 JZ3350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3061047116(NAD 83)
 JZ3350_MARKER: DS = TRIANGULATION STATION DISK
 JZ3350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA2162 ***********************************************************************
 LA2162  DESIGNATION -  HOBBS
 LA2162  PID         -  LA2162
 LA2162  STATE/COUNTY-  IN/TIPTON
 LA2162  USGS QUAD   -  WINDFALL (1960)
 LA2162
 LA2162                         *CURRENT SURVEY CONTROL
 LA2162  ___________________________________________________________________
 LA2162* NAD 83(1997)-  40 17 08.09883(N)    085 57 26.19561(W)     ADJUSTED  
 LA2162* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 LA2162  ___________________________________________________________________
 LA2162  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 LA2162  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 LA2162
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2162
 LA2162.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2162.See file dsdata.txt to determine how the superseded data were derived.
 LA2162
 LA2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8863559976(NAD 83)
 LA2162_MARKER: DS = TRIANGULATION STATION DISK
 LA2162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 LA2162'INTERSECTION OF STATE HIGHWAYS 28 AND 213 ABOUT 4 MILES EAST OF
 LA2162'TIPTON.  IT IS 124 FEET NORTHWEST
 LA2162'OF THE INTERSECTION, 105 FEET NORTH OF THE CENTER OF HIGHWAY
 LA2162'28, 69 FEET WEST OF THE CENTER OF HIGHWAY
 LA2162'213, 46 FEET SOUTH OF THE CENTER OF A GRAVEL
 LA2162'DRIVEWAY AND 22 FEET SOUTHEAST OF A 4 INCH MAPLE TREE.  THE
 LA2162'MARK IS FLUSH AND THE DISK IS
 LA2162'STAMPED HOBBS 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
 LA2162'HIGHWAY 28.  THE MARK IS FLUSH AND THE DISK IS STAMPED HOBBS NO 1
 LA2162'1954.
 LA2162'
 LA2162'REFERENCE MARK NO. 2 IS 19 FEET NORTH OF THE CENTER OF THE GRAVEL
 LA2162'DRIVEWAY, 7 FEET NORTHEAST
 LA2162'OF A 6 INCH ELM TREE AND 1 FOOT SOUTH OF A FENCE.  THE MARK IS FLUSH
 LA2162'AND THE DISK IS STAMPED HOBBS NO
 LA2162'2 1954.
 LA2162'
 LA2162'AZIMUTH MARK IS 46 FEET NORTHEAST OF THE INTERSECTION OF STATE
 LA2162'HIGHWAY 213 AND A GRAVEL
 LA2162'CROSSROAD, 41 FEET EAST OF THE CENTER OF THE HIGHWAY, 18 FEET NORTH
 LA2162'OF THE CENTER OF THE GRAVEL
 LA2162'ROAD, 2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A
 LA2162'FENCE CORNER.  THE MARK PROJECTS ABOUT
 LA2162'2 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
 LA2162'CROSSROAD AND THE MARK ON THE RIGHT AS DESCRIBED.
 LA2162'
 LA2162'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3352 ***********************************************************************
 JZ3352  DESIGNATION -  HOBBS RM A 1970
 JZ3352  PID         -  JZ3352
 JZ3352  STATE/COUNTY-  IN/DECATUR
 JZ3352  USGS QUAD   -  GREENSBURG (1993)
 JZ3352
 JZ3352                         *CURRENT SURVEY CONTROL
 JZ3352  ___________________________________________________________________
 JZ3352* NAD 83(1997)-  39 15 48.43492(N)    085 29 10.85833(W)     ADJUSTED  
 JZ3352* NAVD 88     -       294.6    (meters)     967.     (feet)  VERTCON   
 JZ3352  ___________________________________________________________________
 JZ3352  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 JZ3352  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JZ3352
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3352
 JZ3352.The geoid height was determined by GEOID03.
 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     -   0.99995913  x   0.99996965  =   0.99992879
 JZ3352!UTM  16      -   0.99995913  x   0.99980996  =   0.99976910
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3352.See file dsdata.txt to determine how the superseded data were derived.
 JZ3352
 JZ3352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3058547105(NAD 83)
 JZ3352_MARKER: DS = TRIANGULATION STATION DISK
 JZ3352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD0753 ***********************************************************************
 MD0753  DESIGNATION -  HOFFMAN RESET 1972
 MD0753  PID         -  MD0753
 MD0753  STATE/COUNTY-  IN/NOBLE
 MD0753  USGS QUAD   -  KENDALLVILLE (1979)
 MD0753
 MD0753                         *CURRENT SURVEY CONTROL
 MD0753  ___________________________________________________________________
 MD0753* NAD 83(1986)-  41 27 10.     (N)    085 18 32.     (W)     SCALED    
 MD0753* NAVD 88     -       303.42   (meters)     995.5    (feet)  RESET     
 MD0753  ___________________________________________________________________
 MD0753  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MD0753
 MD0753  VERT ORDER  -  THIRD
 MD0753
 MD0753.The horizontal coordinates were scaled from a topographic map and have
 MD0753.an estimated accuracy of +/- 6 seconds.
 MD0753
 MD0753.The orthometric height was computed from unverified reset data.
 MD0753
 MD0753.The geoid height was determined by GEOID03.
 MD0753
 MD0753;                    North         East    Units  Estimated Accuracy
 MD0753;SPC IN E     -   688,900.      129,890.      MT  (+/- 180 meters Scaled)
 MD0753
 MD0753                          SUPERSEDED SURVEY CONTROL
 MD0753
 MD0753.No superseded survey control is available for this station.
 MD0753
 MD0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL412904(NAD 83)
 MD0753_MARKER: DS = TRIANGULATION STATION DISK
 MD0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0753_STAMPING: HOFFMAN 1946 1972
 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
 MD0753'2.2 MI W FROM KENDALLVILLE.
 MD0753'2.2 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 MD0753'HIGHWAY 3 (N. MAIN ST.) AT KENDALLVILLE, 207 FEET WEST OF THE
 MD0753'CENTERLINE OF COUNTY RD. 600 E, 73.8 FEET EAST-SOUTHEAST OF THE
 MD0753'SOUTHWEST CORNER OF METAL BUILDING (FRISKNEY IMPLEMENT CO.), 192
 MD0753'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 9.5 FEET SOUTH OF THE
 MD0753'SOUTH WALL OF BUILDING, 28.5 FEET SOUTHWEST OF THE SOUTHEAST
 MD0753'CORNER OF BUILDING, SET IN THE TOP OF A ROUND CONCRETE POST ABOUT
 MD0753'1 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0754 ***********************************************************************
 MD0754  DESIGNATION -  HOFFMAN RM 1
 MD0754  PID         -  MD0754
 MD0754  STATE/COUNTY-  IN/NOBLE
 MD0754  USGS QUAD   -  KENDALLVILLE (1979)
 MD0754
 MD0754                         *CURRENT SURVEY CONTROL
 MD0754  ___________________________________________________________________
 MD0754* NAD 83(1986)-  41 27 10.     (N)    085 18 32.     (W)     SCALED    
 MD0754* NAVD 88     -       303.35   (meters)     995.2    (feet)  RESET     
 MD0754  ___________________________________________________________________
 MD0754  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MD0754
 MD0754  VERT ORDER  -  THIRD
 MD0754
 MD0754.The horizontal coordinates were scaled from a topographic map and have
 MD0754.an estimated accuracy of +/- 6 seconds.
 MD0754
 MD0754.The orthometric height was computed from unverified reset data.
 MD0754
 MD0754.The geoid height was determined by GEOID03.
 MD0754
 MD0754;                    North         East    Units  Estimated Accuracy
 MD0754;SPC IN E     -   688,900.      129,890.      MT  (+/- 180 meters Scaled)
 MD0754
 MD0754                          SUPERSEDED SURVEY CONTROL
 MD0754
 MD0754.No superseded survey control is available for this station.
 MD0754
 MD0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL412904(NAD 83)
 MD0754_MARKER: DR = REFERENCE MARK DISK
 MD0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0754_STAMPING: HOFFMAN NO 1 1946
 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 = OCTOBER  6, 2006
 MD0755 ***********************************************************************
 MD0755  DESIGNATION -  HOFFMAN RM 4
 MD0755  PID         -  MD0755
 MD0755  STATE/COUNTY-  IN/NOBLE
 MD0755  USGS QUAD   -  KENDALLVILLE (1979)
 MD0755
 MD0755                         *CURRENT SURVEY CONTROL
 MD0755  ___________________________________________________________________
 MD0755* NAD 83(1986)-  41 27 10.     (N)    085 18 32.     (W)     SCALED    
 MD0755* NAVD 88     -       303.79   (meters)     996.7    (feet)  RESET     
 MD0755  ___________________________________________________________________
 MD0755  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MD0755
 MD0755  VERT ORDER  -  THIRD
 MD0755
 MD0755.The horizontal coordinates were scaled from a topographic map and have
 MD0755.an estimated accuracy of +/- 6 seconds.
 MD0755
 MD0755.The orthometric height was computed from unverified reset data.
 MD0755
 MD0755.The geoid height was determined by GEOID03.
 MD0755
 MD0755;                    North         East    Units  Estimated Accuracy
 MD0755;SPC IN E     -   688,900.      129,890.      MT  (+/- 180 meters Scaled)
 MD0755
 MD0755                          SUPERSEDED SURVEY CONTROL
 MD0755
 MD0755.No superseded survey control is available for this station.
 MD0755
 MD0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL412904(NAD 83)
 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_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
 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 = OCTOBER  6, 2006
 MD0756 ***********************************************************************
 MD0756  DESIGNATION -  HOFFMAN RM 5
 MD0756  PID         -  MD0756
 MD0756  STATE/COUNTY-  IN/NOBLE
 MD0756  USGS QUAD   -  KENDALLVILLE (1979)
 MD0756
 MD0756                         *CURRENT SURVEY CONTROL
 MD0756  ___________________________________________________________________
 MD0756* NAD 83(1986)-  41 27 10.     (N)    085 18 32.     (W)     SCALED    
 MD0756* NAVD 88     -       303.79   (meters)     996.7    (feet)  RESET     
 MD0756  ___________________________________________________________________
 MD0756  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MD0756
 MD0756  VERT ORDER  -  THIRD
 MD0756
 MD0756.The horizontal coordinates were scaled from a topographic map and have
 MD0756.an estimated accuracy of +/- 6 seconds.
 MD0756
 MD0756.The orthometric height was computed from unverified reset data.
 MD0756
 MD0756.The geoid height was determined by GEOID03.
 MD0756
 MD0756;                    North         East    Units  Estimated Accuracy
 MD0756;SPC IN E     -   688,900.      129,890.      MT  (+/- 180 meters Scaled)
 MD0756
 MD0756                          SUPERSEDED SURVEY CONTROL
 MD0756
 MD0756.No superseded survey control is available for this station.
 MD0756
 MD0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL412904(NAD 83)
 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_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
 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 = OCTOBER  6, 2006
 ME2470 ***********************************************************************
 ME2470  DESIGNATION -  HOLDEN
 ME2470  PID         -  ME2470
 ME2470  STATE/COUNTY-  IN/PORTER
 ME2470  USGS QUAD   -  DUNE ACRES (1991)
 ME2470
 ME2470                         *CURRENT SURVEY CONTROL
 ME2470  ___________________________________________________________________
 ME2470* NAD 83(1997)-  41 39 51.02924(N)    087 03 10.10319(W)     ADJUSTED  
 ME2470* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 ME2470  ___________________________________________________________________
 ME2470  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 ME2470  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ME2470
 ME2470  HORZ ORDER  -  FIRST
 ME2470
 ME2470.The horizontal coordinates were established by classical geodetic methods
 ME2470.and adjusted by the National Geodetic Survey in May 1999..
 ME2470
 ME2470.The orthometric height was scaled from a topographic map.
 ME2470
 ME2470.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2470
 ME2470.The geoid height was determined by GEOID03.
 ME2470
 ME2470;                    North         East     Units Scale Factor Converg.
 ME2470;SPC IN W     -   712,319.662   902,542.346   MT  0.99996675   +0 01 13.1
 ME2470;SPC IN W     - 2,337,002.09  2,961,091.01   sFT  0.99996675   +0 01 13.1
 ME2470;UTM  16      - 4,612,492.377   495,603.777   MT  0.99960024   -0 02 06.4
 ME2470
 ME2470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2470!SPC IN W     -   0.99996875  x   0.99996675  =   0.99993550
 ME2470!UTM  16      -   0.99996875  x   0.99960024  =   0.99956900
 ME2470
 ME2470:                Primary Azimuth Mark                     Grid Az
 ME2470:SPC IN W     -  MICHIGAN CITY ST MARYS CATH CH           066 52 25.1
 ME2470:UTM  16      -  MICHIGAN CITY ST MARYS CATH CH           066 55 44.6
 ME2470
 ME2470|---------------------------------------------------------------------|
 ME2470| PID    Reference Object                     Distance      Geod. Az  |
 ME2470|                                                           dddmmss.s |
 ME2470| ME2463 MICHIGAN CITY ST MARYS CATH CH      APPROX.13.9 KM 0665338.2 |
 ME2470| ME2458 MICHIGAN CITY PULLMAN CAR TK        APPROX.12.8 KM 0695352.9 |
 ME2470| ME2439 MICHIGAN CITY MUNICIPAL TANK        APPROX.16.1 KM 0714710.0 |
 ME2470| ME2462 BROWN TRUCKING CO RADIO MAST        APPROX. 6.8 KM 0783553.6 |
 ME2470| CM3681 HOLDEN RM 1                          10.010 METERS 17752     |
 ME2470| ME2471 INDIANA ST POLICE POST 1 MAST       APPROX. 3.3 KM 1851513.2 |
 ME2470| CM3682 HOLDEN RM 2                          29.957 METERS 25958     |
 ME2470|---------------------------------------------------------------------|
 ME2470
 ME2470                          SUPERSEDED SURVEY CONTROL
 ME2470
 ME2470  NAD 83(1994)-  41 39 51.03519(N)    087 03 10.10574(W) AD(       ) 1
 ME2470  NAD 83(1986)-  41 39 51.03530(N)    087 03 10.10451(W) AD(       ) 1
 ME2470  NAD 27      -  41 39 50.90370(N)    087 03 09.98310(W) AD(       ) 1
 ME2470
 ME2470.Superseded values are not recommended for survey control.
 ME2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2470.See file dsdata.txt to determine how the superseded data were derived.
 ME2470
 ME2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM9560412492(NAD 83)
 ME2470_MARKER: DS = TRIANGULATION STATION DISK
 ME2470_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ME2470_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ME2470_STAMPING: HOLDEN 1952
 ME2470_MARK LOGO: CGS   
 ME2470_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2470+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1991
 ME2470
 ME2470  HISTORY     - Date     Condition        Report By
 ME2470  HISTORY     - 1952     MONUMENTED       CGS
 ME2470  HISTORY     - 1952     GOOD             CGS
 ME2470  HISTORY     - 1963     GOOD             USLS
 ME2470  HISTORY     - 19910628 GOOD             NOS
 ME2470
 ME2470                          STATION DESCRIPTION
 ME2470
 ME2470'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2470'STATION IS LOCATED IN THE DUNES STATE PARK ATOP A HIGH SAND DUNE
 ME2470'KNOWN AS MT. HOLDEN.  IT IS 20 FEET
 ME2470'SOUTH OF THE PINNACLE OF THE MOUNTAIN, 20 FEET NORTH OF A 6 INCH OAK
 ME2470'TREE WITH A TRIANGLE BLAZE ON
 ME2470'THE NORTH SIDE, 10 FEET EAST OF A 6 INCH OAK TREE WITH A
 ME2470'TRIANGLE BLAZE ON THE EAST SIDE AND 6 FEET WEST
 ME2470'OF A 6 INCH OAK TREE WITH A TRIANGLE
 ME2470'BLAZE ON THE WEST SIDE.  THE MARK IS A 2-1/2 INCH GALVANIZED IRON
 ME2470'PIPE 13 FEET LONG AND PROJECTING 12 INCHES WITH
 ME2470'A STANDARD DISK CONCRETED IN THE TOP STAMPED HOLDEN 1952.
 ME2470'
 ME2470'REFERENCE MARK NO. 1 IS 40 FEET SOUTH OF THE PINNACLE OF THE MOUNTAIN
 ME2470'AND 5 FEET LOWER IN ELEVATION
 ME2470'THAN THE STATION.  THE MARK IS A 2-1/2 INCH GALVANIZED IRON PIPE 13
 ME2470'FEET LONG AND PROJECTING 12 INCHES WITH
 ME2470'A STANDARD DISK CONCRETED IN THE TOP STAMPED HOLDEN
 ME2470'NO 1 1952.
 ME2470'
 ME2470'REFERENCE MARK NO. 2 IS 100 FEET SOUTHWEST OF THE PINNACLE OF THE
 ME2470'MOUNTAIN AND 15 FEET LOWER IN
 ME2470'ELEVATION THAN THE STATION.  THE MARK IS A 2-1/2 INCH GALVANIZED IRON
 ME2470'PIPE 13 FEET LONG AND PROJECTING 12
 ME2470'INCHES WITH A STANDARD DISK CONCRETED IN THE TOP STAMPED
 ME2470'HOLDEN 1952.
 ME2470'
 ME2470'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 ME2470
 ME2470                          STATION RECOVERY (1952)
 ME2470
 ME2470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 ME2470'RECOVERED IN GOOD CONDITION.
 ME2470
 ME2470                          STATION RECOVERY (1963)
 ME2470
 ME2470'RECOVERY NOTE BY US LAKE SURVEY 1963 (EFK)
 ME2470'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 ME2470'1952 DESCRIPTION
 ME2470'IS GOOD.
 ME2470
 ME2470                          STATION RECOVERY (1991)
 ME2470
 ME2470'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 ME2470'STATION IS LOCATED ON A HIGH SAND DUNE KNOWN AS MOUNT HOLDEN IN THE
 ME2470'INDIANA DUNES STATE PARK.
 ME2470'TO REACH, GO TO THE INDIANA DUNES STATE PARK, AND CLIMB MOUNT HOLDEN.
 ME2470'STATION IS MARKED BY A STANDARD CGS TRIANGULATION DISK STAMPED HOLDEN
 ME2470'1952 SET ON TOP OF A 2 1/2INCH GALVANIZED PIPE 13 FEET LONG, THAT
 ME2470'PROJECTED 12 INCHES.  IT IS 6.1 M (20.01 FT) SOUTH OF THE PINNACLE OF
 ME2470'THE MOUNTAIN, 6.1 M (20.01 FT) NORTH OF AN OAK TREE WITH A TRIANGLE
 ME2470'BLAZE, 3.05 M (10.01 FT) EAST OF AN OAK TREE WITH A TRIANGLE BLAZE,
 ME2470'AND 1.8 M (5.91 FT) WEST OF ANOTHER OAK TREE WITH A TRIANGLE BLAZE.
 ME2470'STATION WAS USED ONLY AS AN AZIMUTH FOR A DUMMY HORIZONTAL ABSTRACT.
 ME2470'DESCRIBED BY PBW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1978 ***********************************************************************
 JA1978  DESIGNATION -  HOLLAND
 JA1978  PID         -  JA1978
 JA1978  STATE/COUNTY-  IN/DUBOIS
 JA1978  USGS QUAD   -  HOLLAND (1984)
 JA1978
 JA1978                         *CURRENT SURVEY CONTROL
 JA1978  ___________________________________________________________________
 JA1978* NAD 83(1997)-  38 14 31.25919(N)    087 02 28.88753(W)     ADJUSTED  
 JA1978* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 JA1978  ___________________________________________________________________
 JA1978  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 JA1978  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 JA1978
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1978
 JA1978.The geoid height was determined by GEOID03.
 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     -   0.99997898  x   0.99996683  =   0.99994581
 JA1978!UTM  16      -   0.99997898  x   0.99960016  =   0.99957915
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1978.See file dsdata.txt to determine how the superseded data were derived.
 JA1978
 JA1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9638132669(NAD 83)
 JA1978_MARKER: DS = TRIANGULATION STATION DISK
 JA1978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1978'SOUTHWEST EDGE OF HOLLAND.  IT IS 220 FEET WEST OF THE
 JA1978'CENTERLINE OF HIGHWAY 161, 51
 JA1978'FEET SOUTH OF THE CENTERLINE OF A
 JA1978'GRAVEL ROAD, 29 FEET SOUTHEAST OF A FENCE CORNER
 JA1978'AND 15 FEET EAST OF
 JA1978'A WITNESS POST.  THE MARK IS 12 INCHES BELOW THE SURFACE OF THE
 JA1978'GROUND AND THE
 JA1978'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
 JA1978'THE CENTERLINE OF A GRAVEL ROAD, 29 FEET NORTH OF AN 18
 JA1978'INCH PERSIMMON TREE AND 18 FEET
 JA1978'WEST OF THE CENTERLINE OF HIGHWAY
 JA1978'161.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 JA1978'STAMPED 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
 JA1978'FARM LANE AND 6 FEET NORTH OF A FENCE CORNER IN THE
 JA1978'SOUTHWEST CORNER OF A CULTIVATED
 JA1978'FIELD.  THE MARK PROJECTS 3 INCHES
 JA1978'AND THE DISK IS STAMPED HOLLAND NO 2 1946.
 JA1978'
 JA1978'TO REACH THE STATION FROM THE HOLLAND BANK BUILDING, GO WEST AND
 JA1978'SOUTH ON HIGHWAY 161
 JA1978'FOR 0.4 MILE TO A GRAVEL ROAD TO THE RIGHT, GO RIGHT ON
 JA1978'GRAVEL ROAD FOR 0.05 MILE TO A
 JA1978'FARM LAND AND THE STATION ON THE LEFT.
 JA1978'
 JA1978'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1976 ***********************************************************************
 JA1976  DESIGNATION -  HOLLAND METHODIST CHURCH SPIRE
 JA1976  PID         -  JA1976
 JA1976  STATE/COUNTY-  IN/DUBOIS
 JA1976  USGS QUAD   -  HOLLAND (1984)
 JA1976
 JA1976                         *CURRENT SURVEY CONTROL
 JA1976  ___________________________________________________________________
 JA1976* NAD 83(1997)-  38 14 50.14482(N)    087 02 02.28583(W)     ADJUSTED  
 JA1976* NAVD 88     -                                                        
 JA1976  ___________________________________________________________________
 JA1976  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 JA1976  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 JA1976
 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
 JA1976.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1976
 JA1976.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1976
 JA1976  NAD 83(1993)-  38 14 50.14843(N)    087 02 02.28861(W) AD(       ) 4
 JA1976  NAD 83(1986)-  38 14 50.15255(N)    087 02 02.28863(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1976.See file dsdata.txt to determine how the superseded data were derived.
 JA1976
 JA1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9702833250(NAD 83)
 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 = OCTOBER  6, 2006
 JA1975 ***********************************************************************
 JA1975  DESIGNATION -  HOLLAND MUNICIPAL TANK
 JA1975  PID         -  JA1975
 JA1975  STATE/COUNTY-  IN/DUBOIS
 JA1975  USGS QUAD   -  HOLLAND (1984)
 JA1975
 JA1975                         *CURRENT SURVEY CONTROL
 JA1975  ___________________________________________________________________
 JA1975* NAD 83(1997)-  38 14 49.90403(N)    087 02 17.09489(W)     ADJUSTED  
 JA1975* NAVD 88     -                                                        
 JA1975  ___________________________________________________________________
 JA1975  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 JA1975  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 JA1975
 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
 JA1975.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1975
 JA1975.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1975
 JA1975  NAD 83(1993)-  38 14 49.90763(N)    087 02 17.09774(W) AD(       ) 4
 JA1975  NAD 83(1986)-  38 14 49.91180(N)    087 02 17.09766(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1975.See file dsdata.txt to determine how the superseded data were derived.
 JA1975
 JA1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9666833243(NAD 83)
 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 = OCTOBER  6, 2006
 ME2447 ***********************************************************************
 ME2447  DESIGNATION -  HOLMES
 ME2447  PID         -  ME2447
 ME2447  STATE/COUNTY-  IN/LA PORTE
 ME2447  USGS QUAD   -  WESTVILLE (1977)
 ME2447
 ME2447                         *CURRENT SURVEY CONTROL
 ME2447  ___________________________________________________________________
 ME2447* NAD 83(1997)-  41 36 56.78278(N)    086 53 37.72355(W)     ADJUSTED  
 ME2447* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 ME2447  ___________________________________________________________________
 ME2447  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 ME2447  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME2447
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2447
 ME2447.The geoid height was determined by GEOID03.
 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  =   0.99956974
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2447.See file dsdata.txt to determine how the superseded data were derived.
 ME2447
 ME2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0884707123(NAD 83)
 ME2447_MARKER: DS = TRIANGULATION STATION DISK
 ME2447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ1863 ***********************************************************************
 JZ1863  DESIGNATION -  HOLTON NORTH BASE
 JZ1863  PID         -  JZ1863
 JZ1863  STATE/COUNTY-  IN/RIPLEY
 JZ1863  USGS QUAD   -  VERSAILLES (1994)
 JZ1863
 JZ1863                         *CURRENT SURVEY CONTROL
 JZ1863  ___________________________________________________________________
 JZ1863* NAD 83(1997)-  39 04 48.86894(N)    085 22 19.61337(W)     ADJUSTED  
 JZ1863* NAVD 88     -       282.445  (meters)     926.65   (feet)  POSTED    
 JZ1863  ___________________________________________________________________
 JZ1863  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 JZ1863  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ1863  DYNAMIC HT  -         282.260 (meters)     926.05  (feet)  COMP
 JZ1863  MODELED GRAV-     979,972.6   (mgal)                       NAVD 88
 JZ1863
 JZ1863  HORZ ORDER  -  FIRST
 JZ1863  VERT ORDER  -  * POSTED, Code C , 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.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JZ1863.rate of 2.1 thru 3.0 mm/km.
 JZ1863
 JZ1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ1863
 JZ1863.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996103  x   0.99997466  =   0.99993569
 JZ1863!UTM  16      -   0.99996103  x   0.99984413  =   0.99980517
 JZ1863
 JZ1863:                Primary Azimuth Mark                     Grid Az
 JZ1863:SPC IN E     -  HOLTON SOUTH BASE 1890                   175 42 28.2
 JZ1863:UTM  16      -  HOLTON SOUTH BASE 1890                   174 52 01.7
 JZ1863
 JZ1863|---------------------------------------------------------------------|
 JZ1863| PID    Reference Object                     Distance      Geod. Az  |
 JZ1863|                                                           dddmmss.s |
 JZ1863| JZ3337 HOLTON SOUTH BASE 1890              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  NGVD 29 (??/??/92)  282.58   (m)          927.1    (f) COMPUTED    1 2
 JZ1863
 JZ1863.Superseded values are not recommended for survey control.
 JZ1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1863.See file dsdata.txt to determine how the superseded data were derived.
 JZ1863
 JZ1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4080626942(NAD 83)
 JZ1863_MARKER: B = BOLT
 JZ1863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1863_SP_SET: STONE MONUMENT
 JZ1863_STAMPING: HOLTON BASE LINE 1891 NORTH BASE
 JZ1863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1863+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 JZ3337 ***********************************************************************
 JZ3337  DESIGNATION -  HOLTON SOUTH BASE 1890
 JZ3337  PID         -  JZ3337
 JZ3337  STATE/COUNTY-  IN/RIPLEY
 JZ3337  USGS QUAD   -  VERSAILLES (1994)
 JZ3337
 JZ3337                         *CURRENT SURVEY CONTROL
 JZ3337  ___________________________________________________________________
 JZ3337* NAD 83(1997)-  39 01 50.95488(N)    085 22 03.23670(W)     ADJUSTED  
 JZ3337* NAVD 88     -       278.6    (meters)     914.     (feet)  VERTCON   
 JZ3337  ___________________________________________________________________
 JZ3337  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 JZ3337  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ3337
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3337
 JZ3337.The geoid height was determined by GEOID03.
 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     -   0.99996164  x   0.99997492  =   0.99993656
 JZ3337!UTM  16      -   0.99996164  x   0.99984584  =   0.99980748
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  278.7    (m)          914.     (f) VERT ANG       
 JZ3337
 JZ3337.Superseded values are not recommended for survey control.
 JZ3337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3337.See file dsdata.txt to determine how the superseded data were derived.
 JZ3337
 JZ3337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4129821465(NAD 83)
 JZ3337_MARKER: Z = SEE DESCRIPTION
 JZ3337_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 LA2007 ***********************************************************************
 LA2007  DESIGNATION -  HONDURAS
 LA2007  PID         -  LA2007
 LA2007  STATE/COUNTY-  IN/ADAMS
 LA2007  USGS QUAD   -  LINN GROVE (1994)
 LA2007
 LA2007                         *CURRENT SURVEY CONTROL
 LA2007  ___________________________________________________________________
 LA2007* NAD 83(1997)-  40 44 38.97981(N)    085 00 33.28044(W)     ADJUSTED  
 LA2007* NAVD 88     -       256.     (meters)     840.     (feet)  SCALED    
 LA2007  ___________________________________________________________________
 LA2007  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 LA2007  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 LA2007
 LA2007  HORZ ORDER  -  SECOND
 LA2007
 LA2007.The horizontal coordinates were established by classical geodetic methods
 LA2007.and adjusted by the National Geodetic Survey in May 1999..
 LA2007
 LA2007.The orthometric height was scaled from a topographic map.
 LA2007
 LA2007.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2007
 LA2007.The geoid height was determined by GEOID03.
 LA2007
 LA2007;                    North         East     Units Scale Factor Converg.
 LA2007;SPC IN E     -   610,355.776   155,523.985   MT  1.00000460   +0 25 44.8
 LA2007;SPC IN E     - 2,002,475.58    510,248.27   sFT  1.00000460   +0 25 44.8
 LA2007;UTM  16      - 4,512,263.344   668,076.364   MT  0.99994772   +1 17 58.7
 LA2007
 LA2007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2007!SPC IN E     -   0.99996513  x   1.00000460  =   0.99996973
 LA2007!UTM  16      -   0.99996513  x   0.99994772  =   0.99991285
 LA2007
 LA2007|---------------------------------------------------------------------|
 LA2007| PID    Reference Object                     Distance      Geod. Az  |
 LA2007|                                                           dddmmss.s |
 LA2007| CC9371 HONDURAS RM 1                        23.924 METERS 11404     |
 LA2007| CC9372 HONDURAS RM 2                        22.887 METERS 24928     |
 LA2007| LA0848 P 224                                              2680834.8 |
 LA2007| LA2008 HONDURAS 2                           22.583 METERS 28332     |
 LA2007|---------------------------------------------------------------------|
 LA2007
 LA2007                          SUPERSEDED SURVEY CONTROL
 LA2007
 LA2007  NAD 83(1995)-  40 44 38.98020(N)    085 00 33.28332(W) AD(       ) 2
 LA2007  NAD 83(1986)-  40 44 38.98220(N)    085 00 33.29572(W) AD(       ) 2
 LA2007  NAD 27      -  40 44 38.81460(N)    085 00 33.40940(W) AD(       ) 2
 LA2007
 LA2007.Superseded values are not recommended for survey control.
 LA2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2007.See file dsdata.txt to determine how the superseded data were derived.
 LA2007
 LA2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6807612263(NAD 83)
 LA2007_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2007_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LA2007
 LA2007  HISTORY     - Date     Condition        Report By
 LA2007  HISTORY     - 1955     MONUMENTED       CGS
 LA2007  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LA2007
 LA2007                          STATION DESCRIPTION
 LA2007
 LA2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WER)
 LA2007'THE STATION IS ABOUT 8 MILES EAST OF BLUFFTON AND 4 MILES WEST OF
 LA2007'MONROE, ON LAND OWNED BY
 LA2007'LLOYD BYERLY.  IT IS 69 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 LA2007'124, 59 FEET NORTHWEST OF A
 LA2007'POWERLINE POLE, 29 FEET NORTH OF A FENCE AND 4 FEET SOUTHWEST
 LA2007'OF A 4 BY 4 WHITE WITNESS POST.
 LA2007'
 LA2007'TO REACH THE STATION FROM THE RAILROAD CROSSING IN THE TOWN OF
 LA2007'MONROE, GO WEST ON STATE
 LA2007'HIGHWAY 124 FOR 3.8 MILES TO A SMALL GROVE OF TREES AND THE STATION
 LA2007'ON THE RIGHT, CONTINUE WEST ON
 LA2007'THE HIGHWAY FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LA2007'
 LA2007'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED HONDURAS
 LA2007'1955.
 LA2007'
 LA2007'REFERENCE MARK 1 IS 34 FEET NORTH OF THE CENTER OF THE HIGHWAY, 19
 LA2007'FEET SOUTHEAST EAST OF THE
 LA2007'POWERLINE POLE AND 4 FEET SOUTH OF THE FENCE.  THE MARK PROJECTS 8
 LA2007'INCHES, AND THE DISK IS STAMPED
 LA2007'HONDURAS NO 1 1955.
 LA2007'
 LA2007'REFERENCE MARK 2 IS 44 FEET NORTH OF THE CENTER OF THE HIGHWAY AND 9
 LA2007'FEET NORTHWEST OF A GATE.  THE
 LA2007'MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED HONDURAS NO 2 1955.
 LA2007'
 LA2007'BENCH MARK P 224 IS 68 FEET NORTHEAST OF THE CENTER OF A T-JUNCTION
 LA2007'FORMED BY STATE HIGHWAY
 LA2007'124 AND A COUNTY ROAD LEADING NORTH, 12 FEET SOUTHEAST OF A FENCE
 LA2007'CORNER AND 2 FEET NORTHWEST OF A 4
 LA2007'BY 4 WHITE WITNESS POST.  THE MARK IS A STANDARD BENCH
 LA2007'MARK DISK SET IN THE TOP OF A 12 BY 12
 LA2007'CONCRETE POST THAT PROJECTS 4 INCHES, AND THE
 LA2007'DISK IS STAMPED P 224 1947.
 LA2007'
 LA2007'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2007
 LA2007                          STATION RECOVERY (1961)
 LA2007
 LA2007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VRS)
 LA2007'RECOVERED ALL MARKS IN EVIDENTLY GOOD CONDIITION.  A PROPOSED
 LA2007'DRIVEWAY OVER THE STATION MADE IT
 LA2007'NECESSARY TO RELOCATE THE STATION.  AFTER THE ESTABLISHMENT OF
 LA2007'HONDURAS 2, THE SURFACE STATION
 LA2007'MARK WAS DESTROYED.  THE SUBSURFACE STATION MARK WAS NOT RECOVERED,
 LA2007'THE SURFACE MONUMENT HAVING BEEN
 LA2007'BROKEN OFF ABOUT A FOOT BELOW THE GROUND SURFACE.  REFERENCE
 LA2007'MARK NO. 1 WAS MOVED ABOUT 75 YARDS W OF ITS
 LA2007'ORIGINAL LOCATION AND MADE REFERENCE
 LA2007'MARK NO. 3 FOR HONDURAS 2.  REFERENCE MARK NO. 2 WAS LEFT AS
 LA2007'FOUND AND USED AS REFERENCE MARK NO.
 LA2007'2 FOR THE NEW STATION.  THE AZIMUTH MARK (BENCH MARK NO. P 224 1947)
 LA2007'WAS ALSO MADE THE AZIMUTH MARK OF
 LA2007'THE NEW STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2008 ***********************************************************************
 LA2008  DESIGNATION -  HONDURAS 2
 LA2008  PID         -  LA2008
 LA2008  STATE/COUNTY-  IN/ADAMS
 LA2008  USGS QUAD   -  LINN GROVE (1994)
 LA2008
 LA2008                         *CURRENT SURVEY CONTROL
 LA2008  ___________________________________________________________________
 LA2008* NAD 83(1997)-  40 44 39.15108(N)    085 00 34.21631(W)     ADJUSTED  
 LA2008* NAVD 88     -       256.     (meters)     840.     (feet)  SCALED    
 LA2008  ___________________________________________________________________
 LA2008  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 LA2008  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 LA2008
 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.No horizontal observational check was made to the station.
 LA2008
 LA2008.The orthometric height was scaled from a topographic map.
 LA2008
 LA2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2008
 LA2008.The geoid height was determined by GEOID03.
 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     -   0.99996513  x   1.00000457  =   0.99996970
 LA2008!UTM  16      -   0.99996513  x   0.99994763  =   0.99991276
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2008.See file dsdata.txt to determine how the superseded data were derived.
 LA2008
 LA2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6805412268(NAD 83)
 LA2008_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2008_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HA0568 ***********************************************************************
 HA0568  FBN         -  This is a Federal Base Network Control Station.
 HA0568  DESIGNATION -  HONEY
 HA0568  PID         -  HA0568
 HA0568  STATE/COUNTY-  IN/SPENCER
 HA0568  USGS QUAD   -  ROCKPORT (1982)
 HA0568
 HA0568                         *CURRENT SURVEY CONTROL
 HA0568  ___________________________________________________________________
 HA0568* NAD 83(1997)-  37 56 26.88001(N)    087 02 26.57702(W)     ADJUSTED  
 HA0568* NAVD 88     -       119.659  (meters)     392.58   (feet)  ADJUSTED  
 HA0568  ___________________________________________________________________
 HA0568  X           -     260,017.979 (meters)                     COMP
 HA0568  Y           -  -5,029,825.519 (meters)                     COMP
 HA0568  Z           -   3,900,318.271 (meters)                     COMP
 HA0568  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 HA0568  ELLIP HEIGHT-          88.44  (meters)          (04/10/98) GPS OBS
 HA0568  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 HA0568  DYNAMIC HT  -         119.579 (meters)     392.32  (feet)  COMP
 HA0568  MODELED GRAV-     979,958.7   (mgal)                       NAVD 88
 HA0568
 HA0568  HORZ ORDER  -  B
 HA0568  VERT ORDER  -  FIRST     CLASS II
 HA0568  ELLP ORDER  -  FOURTH    CLASS I
 HA0568
 HA0568.The horizontal coordinates were established by GPS observations
 HA0568.and adjusted by the National Geodetic Survey in April 1998..
 HA0568
 HA0568.The orthometric height was determined by differential leveling
 HA0568.and adjusted by the National Geodetic Survey in June 1991..
 HA0568
 HA0568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA0568
 HA0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA0568
 HA0568.The ellipsoidal height was determined by GPS observations
 HA0568.and is referenced to NAD 83.
 HA0568
 HA0568.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 HA0568;SPC IN W     -   298,924.144   903,746.082   MT  0.99996684   +0 01 34.3
 HA0568;SPC IN W     -   980,720.30  2,965,040.27   sFT  0.99996684   +0 01 34.3
 HA0568;UTM  16      - 4,199,247.472   496,422.386   MT  0.99960016   -0 01 30.1
 HA0568
 HA0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA0568!SPC IN W     -   0.99998612  x   0.99996684  =   0.99995296
 HA0568!UTM  16      -   0.99998612  x   0.99960016  =   0.99958629
 HA0568
 HA0568:                Primary Azimuth Mark                     Grid Az
 HA0568:SPC IN W     -  GRAND                                    103 20 48.8
 HA0568:UTM  16      -  GRAND                                    103 23 53.2
 HA0568
 HA0568|---------------------------------------------------------------------|
 HA0568| PID    Reference Object                     Distance      Geod. Az  |
 HA0568|                                                           dddmmss.s |
 HA0568| HA0558 GRAND                               APPROX. 5.1 KM 1032223.1 |
 HA0568| CG8036 HONEY AZ MK                                        1801141.6 |
 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(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 (04/10/98)  119.66   (m)          392.6    (f) LEVELING    3  
 HA0568  NGVD 29 (??/??/92)  119.759  (m)          392.91   (f) ADJ UNCH    1 2
 HA0568
 HA0568.Superseded values are not recommended for survey control.
 HA0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0568.See file dsdata.txt to determine how the superseded data were derived.
 HA0568
 HA0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG9642299247(NAD 83)
 HA0568_MARKER: DS = TRIANGULATION STATION DISK
 HA0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0568_STAMPING: HONEY 1946
 HA0568_MARK LOGO: CGS   
 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 - July 08, 2003
 HA0568
 HA0568  HISTORY     - Date     Condition        Report By
 HA0568  HISTORY     - 1946     MONUMENTED       CGS
 HA0568  HISTORY     - 1965     GOOD             CGS
 HA0568  HISTORY     - 1965     GOOD             AIRSUR
 HA0568  HISTORY     - 1965     GOOD             NGS
 HA0568  HISTORY     - 19970902 GOOD             SEC
 HA0568  HISTORY     - 19980727 GOOD             WOOLPT
 HA0568  HISTORY     - 20030708 GOOD             INDOT
 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 (1965)
 HA0568
 HA0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HA0568'5.2 MI S FROM CHRISNEY.
 HA0568'ABOUT 4.9 MILES SOUTH ALONG THE SOUTHERN RAILROAD FROM THE POST
 HA0568'OFFICE AT CHRISNEY, THENCE 0.3 MILE SOUTH ALONG A GRAVELED ROAD, OR
 HA0568'ABOUT 4.15 MILES NORTH ALONG THE SOUTHERN RAILROAD FROM THE POST
 HA0568'OFFICE AT ROCKPORT, IN SECTION 2, T 7 S, R 6 W, AT A Y-JUNCTION OF
 HA0568'THE GRAVELED ROAD AND U.S. HIGHWAY 231, 38 FEET WEST OF THE CENTER
 HA0568'LINE OF THE HIGHWAY, AT A CURVE IN THE HIGHWAY, 39 FEET EAST
 HA0568'OF THE CENTER LINE OF THE GRAVELED ROAD, 112.2 FEET NORTHEAST
 HA0568'AND ACROSS THE GRAVELED ROAD FROM HONEY R.M. 1, 105.8 FEET SOUTHEAST
 HA0568'AND ACROSS THE GRAVELED ROAD FROM HONEY R.M. 2, 1.0 FOOT SOUTH OF
 HA0568'A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY,
 HA0568'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2215 ***********************************************************************
 LA2215  DESIGNATION -  HONEY
 LA2215  PID         -  LA2215
 LA2215  STATE/COUNTY-  IN/MIAMI
 LA2215  USGS QUAD   -  AMBOY (1994)
 LA2215
 LA2215                         *CURRENT SURVEY CONTROL
 LA2215  ___________________________________________________________________
 LA2215* NAD 83(1997)-  40 34 45.25719(N)    085 57 27.58956(W)     ADJUSTED  
 LA2215* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 LA2215  ___________________________________________________________________
 LA2215  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 LA2215  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LA2215
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2215
 LA2215.The geoid height was determined by GEOID03.
 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     -   0.99996572  x   0.99997414  =   0.99993986
 LA2215!UTM  16      -   0.99996572  x   0.99969579  =   0.99966152
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2215.See file dsdata.txt to determine how the superseded data were derived.
 LA2215
 LA2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8821892572(NAD 83)
 LA2215_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 LA2215'THE NORTHEAST ANGLE OF STATE HIGHWAY 18 AND A GRAVEL CROSSROAD.  IT
 LA2215'IS 50 FEET NORTHEAST OF THE
 LA2215'INTERSECTION OF THE TWO ROADS, 44 FEET NORTH OF THE CENTER OF THE
 LA2215'HIGHWAY, 25 FEET EAST OF THE CENTER OF
 LA2215'THE GRAVEL ROAD AND 9 FEET SOUTHWEST OF A WHITE WITNESS POST.
 LA2215'THE MARK IS SET FLUSH WITH THE GROUND AND THE
 LA2215'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
 LA2215'GRAVEL ROAD AND 40 FEET NORTH OF THE CENTER OF THE HIGHWAY.  THE MARK
 LA2215'PROJECTS ABOUT 6 INCHES AND THE DISK
 LA2215'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
 LA2215'GRAVEL ROAD AND 40 FEET SOUTH OF THE CENTER OF THE HIGHWAY.  THE MARK
 LA2215'IS A 12 BY 12 INCH CONCRETE POST WITH
 LA2215'A STANDARD USC AND GS BENCH MARK DISK STAMPED J 191 1946 AND
 LA2215'PROJECTS 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
 LA2215'SOUTHEAST OF THE SOUTHEAST CORNER OF H.L. HENSLERS HOUSE, 26 FEET
 LA2215'SOUTH OF THE CENTER OF THE DRIVEWAY,
 LA2215'20 FEET WEST OF THE CENTER OF THE ROAD AND 20 FEET NORTH OF
 LA2215'A POWER POLE AND 2 FEET SOUTH OF A WHITE
 LA2215'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
 LA2215'AND STATE HIGHWAY 513 IN
 LA2215'CONVERSE, GO WEST ON HIGHWAYS 18 AND 21 FOR 2.9 MILES TO WHERE
 LA2215'HIGHWAY 21 TURNS NORTHWEST AND
 LA2215'HIGHWAY 18 STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD ON HIGHWAY 18 FOR
 LA2215'1.6 MILES TO A GRAVEL CROSS ROAD
 LA2215'AND STATION AS DESCRIBED.  TURN NORTH ON GRAVEL ROAD AND GO
 LA2215'0.4 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 LA2215'DESCRIBED.
 LA2215'
 LA2215'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1778 ***********************************************************************
 JA1778  DESIGNATION -  HONEY 1946
 JA1778  PID         -  JA1778
 JA1778  STATE/COUNTY-  IN/WASHINGTON
 JA1778  USGS QUAD   -  HARDINSBURG (1993)
 JA1778
 JA1778                         *CURRENT SURVEY CONTROL
 JA1778  ___________________________________________________________________
 JA1778* NAD 83(1997)-  38 25 24.04942(N)    086 15 43.99375(W)     ADJUSTED  
 JA1778* NAVD 88     -       241.32   (+/-2cm)     791.7    (feet)  VERTCON   
 JA1778  ___________________________________________________________________
 JA1778  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 JA1778  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JA1778
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1778
 JA1778.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1778
 JA1778.The geoid height was determined by GEOID03.
 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     -   0.99996738  x   0.99999996  =   0.99996734
 JA1778!UTM  16      -   0.99996738  x   0.99965108  =   0.99961847
 JA1778
 JA1778:                Primary Azimuth Mark                     Grid Az
 JA1778:SPC IN E     -  HONEY AZ MK                              000 52 02.8
 JA1778:UTM  16      -  HONEY AZ MK                              000 02 19.6
 JA1778
 JA1778|---------------------------------------------------------------------|
 JA1778| PID    Reference Object                     Distance      Geod. Az  |
 JA1778|                                                           dddmmss.s |
 JA1778| CG8036 HONEY AZ MK                                        0002950.3 |
 JA1778| JA1779 TT 57 DWP USGS 1946                  24.910 METERS 02448     |
 JA1778| JA1732 LAGLE                               APPROX. 8.7 KM 1334243.2 |
 JA1778| HA0567 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 (07/19/86)  241.43   (m)          792.1    (f) LEVELING    3  
 JA1778
 JA1778.Superseded values are not recommended for survey control.
 JA1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1778.See file dsdata.txt to determine how the superseded data were derived.
 JA1778
 JA1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6440153046(NAD 83)
 JA1778_MARKER: DS = TRIANGULATION STATION DISK
 JA1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1778_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HA0569 ***********************************************************************
 HA0569  DESIGNATION -  HONEY RM 1
 HA0569  PID         -  HA0569
 HA0569  STATE/COUNTY-  IN/SPENCER
 HA0569  USGS QUAD   -  ROCKPORT (1982)
 HA0569
 HA0569                         *CURRENT SURVEY CONTROL
 HA0569  ___________________________________________________________________
 HA0569* NAD 83(1986)-  37 56 27.     (N)    087 02 26.     (W)     SCALED    
 HA0569* NAVD 88     -       119.579  (meters)     392.32   (feet)  ADJUSTED  
 HA0569  ___________________________________________________________________
 HA0569  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 HA0569  DYNAMIC HT  -         119.499 (meters)     392.06  (feet)  COMP
 HA0569  MODELED GRAV-     979,958.7   (mgal)                       NAVD 88
 HA0569
 HA0569  VERT ORDER  -  FIRST     CLASS II
 HA0569
 HA0569.The horizontal coordinates were scaled from a topographic map and have
 HA0569.an estimated accuracy of +/- 6 seconds.
 HA0569
 HA0569.The orthometric height was determined by differential leveling
 HA0569.and adjusted by the National Geodetic Survey in June 1991..
 HA0569
 HA0569.The geoid height was determined by GEOID03.
 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     -   298,930.      903,760.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0569.See file dsdata.txt to determine how the superseded data were derived.
 HA0569
 HA0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG964992(NAD 83)
 HA0569_MARKER: DR = REFERENCE MARK DISK
 HA0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0569_STAMPING: HONEY NO 1 1946
 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             NGS
 HA0569
 HA0569                          STATION DESCRIPTION
 HA0569
 HA0569'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA0567 ***********************************************************************
 HA0567  DESIGNATION -  HONEY RM 2
 HA0567  PID         -  HA0567
 HA0567  STATE/COUNTY-  IN/SPENCER
 HA0567  USGS QUAD   -  ROCKPORT (1982)
 HA0567
 HA0567                         *CURRENT SURVEY CONTROL
 HA0567  ___________________________________________________________________
 HA0567* NAD 83(1986)-  37 56 27.     (N)    087 02 25.     (W)     SCALED    
 HA0567* NAVD 88     -       119.576  (meters)     392.31   (feet)  ADJUSTED  
 HA0567  ___________________________________________________________________
 HA0567  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 HA0567  DYNAMIC HT  -         119.496 (meters)     392.05  (feet)  COMP
 HA0567  MODELED GRAV-     979,958.7   (mgal)                       NAVD 88
 HA0567
 HA0567  VERT ORDER  -  FIRST     CLASS II
 HA0567
 HA0567.The horizontal coordinates were scaled from a topographic map and have
 HA0567.an estimated accuracy of +/- 6 seconds.
 HA0567
 HA0567.The orthometric height was determined by differential leveling
 HA0567.and adjusted by the National Geodetic Survey in June 1991..
 HA0567
 HA0567.The geoid height was determined by GEOID03.
 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     -   298,930.      903,790.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0567.See file dsdata.txt to determine how the superseded data were derived.
 HA0567
 HA0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG964992(NAD 83)
 HA0567_MARKER: DR = REFERENCE MARK DISK
 HA0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0567_STAMPING: HONEY NO 2 1946
 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             NGS
 HA0567
 HA0567                          STATION DESCRIPTION
 HA0567
 HA0567'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1692 ***********************************************************************
 MD1692  DESIGNATION -  HOOD
 MD1692  PID         -  MD1692
 MD1692  STATE/COUNTY-  IN/LAGRANGE
 MD1692  USGS QUAD   -  SHIPSHEWANA (1961)
 MD1692
 MD1692                         *CURRENT SURVEY CONTROL
 MD1692  ___________________________________________________________________
 MD1692* NAD 83(1997)-  41 39 17.75652(N)    085 32 30.29032(W)     ADJUSTED  
 MD1692* NAVD 88     -       281.     (meters)     922.     (feet)  SCALED    
 MD1692  ___________________________________________________________________
 MD1692  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 MD1692  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 MD1692
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1692
 MD1692.The geoid height was determined by GEOID03.
 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     -   0.99996116  x   0.99996800  =   0.99992916
 MD1692!UTM  16      -   0.99996116  x   0.99978143  =   0.99974260
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1692.See file dsdata.txt to determine how the superseded data were derived.
 MD1692
 MD1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2142112492(NAD 83)
 MD1692_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 MD1692'MILES NORTHEAST OF LIGONIER.  IT IS 154 FEET NORTHWEST OF A GRAVEL
 MD1692'T-ROAD INTERSECTION WITH U.S. HIGHWAY
 MD1692'NO. 20, 161 FEET EAST OF A GRAVEL T-ROAD INTERSECTION
 MD1692'WITH HIGHWAY, 51 FEET EAST OF THE CENTERLINE OF
 MD1692'HIGHWAY, 38 FEET SOUTH OF THE CENTER OF
 MD1692'GRAVEL ROAD AND 4 FEET NORTHWEST OF A WHITE WITNESS POST.  THE
 MD1692'MARK IS FLUSH AND THE DISK IS STAMPED
 MD1692'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
 MD1692'OF A GRAVEL ROAD AND 1 FOOT WEST OF A TELEPHONE POLE.  THE MARK IS
 MD1692'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
 MD1692'OF A GRAVEL ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 MD1692'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
 MD1692'U.S. HIGHWAY NO. 20, 8 FEET SOUTH OF A WHITE WITNESS POST, 1 FOOT
 MD1692'WEST OF A FENCELINE AND 1 FOOT NORTH
 MD1692'OF A TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES
 MD1692'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
 MD1692'LAGRANGE, GO WEST ON U.S. HIGHWAY 20 FOR 6.9 MILES TO AZIMUTH
 MD1692'MARK ON RIGHT, CONTINUE NORTH AND
 MD1692'WEST FOR 0.2 MILE TO SHARP LEFT CURVE AND STATION
 MD1692'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
 MD1692'SURFACE STATION MARKS WERE LOWERED TO 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
 MD1692'HWY. (THE MAIN N-S STREET) IN LAGRANGE, 1.5 MILES S AND 2.0 MILES
 MD1692'E OF TOWN OF SHIPSHEWANA, ON OUTSIDE
 MD1692'OF LONG SHARP CURVE, 53 FEET NE OF CENTER LINE OF
 MD1692'33-FOOT PAVEMENT OF THE CURVE, 55 FEET W OF PROJECTED
 MD1692'CENTER LINE OF HWY. TANGENT FROM THE S,
 MD1692'64 FEET S OF THAT FROM THE W, STANDARD DISKS STAMPED HOOD 1947 1960,
 MD1692'ARE SET IN 1A AND 7A MARKS, THE UPPER
 MD1692'MARK 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
 MD1692'AZIMUTH 282 DEG 32 MIN FROM STATION, 69 FEET E OF PROJECTED CENTER
 MD1692'LINE OF 24-FOOT HWY. TANGENT FROM S, 19 FEET
 MD1692'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
 MD1692'N IN AZIMUTH 177 DEG 31 MIN FROM STATION, 48 FEET W OF CENTER LINE OF
 MD1692'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
 MD1692'E OF CENTER LINE OF HWY., 2.1 FEET HIGHER THAN SAME, 40 FEET N OF A
 MD1692'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 = OCTOBER  6, 2006
 MD1476 ***********************************************************************
 MD1476  DESIGNATION -  HOOSIER
 MD1476  PID         -  MD1476
 MD1476  STATE/COUNTY-  IN/STEUBEN
 MD1476  USGS QUAD   -  ANGOLA WEST (1992)
 MD1476
 MD1476                         *CURRENT SURVEY CONTROL
 MD1476  ___________________________________________________________________
 MD1476* NAD 83(1997)-  41 41 08.28507(N)    085 00 00.10956(W)     ADJUSTED  
 MD1476* NAVD 88     -       351.     (meters)    1152.     (feet)  SCALED    
 MD1476  ___________________________________________________________________
 MD1476  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 MD1476  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 MD1476
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1476
 MD1476.The geoid height was determined by GEOID03.
 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;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!UTM  16      -   0.99995019  x   0.99994095  =   0.99989115
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1476.See file dsdata.txt to determine how the superseded data were derived.
 MD1476
 MD1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6644916806(NAD 83)
 MD1476_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1476
 MD1476  HISTORY     - Date     Condition        Report By
 MD1476  HISTORY     - 1946     MONUMENTED       CGS
 MD1476  HISTORY     - 1960     SEE DESCRIPTION  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
 MD1476'3-1/2 MILES NORTH FROM ANGOLA AND 5 MILES SOUTHWEST FROM FREMONT.
 MD1476'IT IS 96 FEET, SLOPE DISTANCE, WEST
 MD1476'OF THE CENTERLINE OF U.S. HIGHWAY NO. 27, 55 FEET
 MD1476'SOUTH OF THE SOUTHWEST CORNER OF THE HOOSIER INN AND
 MD1476'25 FEET NORTHEAST OF THE NORTHEAST
 MD1476'CORNER OF A CONCRETE FOUNDATION.  THE MARK IS FLUSH WITH THE GROUND
 MD1476'AND THE DISK IS STAMP HOOSIER 1946.
 MD1476'
 MD1476'REFERENCE MARK NO. 1 IS 94.08 FEET, SLOPE DISTANCE, SOUTH OF THE
 MD1476'STATION, 96 FEET, SLOPE
 MD1476'DISTANCE, WEST OF THE CENTERLINE OF U.S. HIGHWAY NO. 27 AND 10 FEET
 MD1476'NORTH OF A 10 INCH TREE.  THE MARK
 MD1476'IS FLUSH 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
 MD1476'FOUNDATION.  THE DISK IS IN A DRILL HOLE IN THE CONCRETE FOUNDATION
 MD1476'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
 MD1476'CENTERLINE OF A PAVED ROAD, 2 FEET EAST OF A WHITE WITNESS POST AND 1
 MD1476'FOOT NORTH OF AN EAST-WEST
 MD1476'FENCE LINE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 MD1476'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
 MD1476'MILES TO THE HOOSIER INN AND THE STATION ON THE LEFT.  TO REACH
 MD1476'THE AZIMUTH MARK FROM THE STATION
 MD1476'GO SOUTH ON U.S. HIGHWAY NO. 27 FOR 0.2 MILE TO A
 MD1476'PAVED SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST FOR
 MD1476'0.1 MILE TO THE TOP OF THE HILL
 MD1476'AND THE AZIMUTH 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
 MD1476'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
 MD1476'SUMMIT OF THE HIGHWAY GRADE, ON HIGHEST POINT ON W SIDE OF HIGHWAY,
 MD1476'ABOUT 95 FEET W OF CENTER LINE OF
 MD1476'HIGHWAY, ABOUT 21 FEET HIGHER THAN SAME, 13.5 FEET N OF N
 MD1476'EDGE OF CONCRETE CISTERN, 8 FEET W OF
 MD1476'PROJECTED LINE OF E EDGE OF SAME, 0.1 FOOT LOWER
 MD1476'THAN TOP OF SAME, STANDARD DISKS STAMPED HOOSIER 1946,
 MD1476'SET IN 1A AND 7A MARKS, WITH THE
 MD1476'UPPER MARK FLUSH WITH THE GROUND.
 MD1476'
 MD1476'REFERENCE STAMPED HOOSIER NO 2 1946, A STANDARD DISK CEMENTED IN
 MD1476'DRILL HOLE IN OLD CONCRETE
 MD1476'PLATFORM ADJACENT TO CISTERN, IS 57.67 OR 17.578 METERS SW IN AZIMUTH
 MD1476'53 DEG 24 MIN FROM STATION, AND
 MD1476'1.3 FEET NE OF SW 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
 MD1476'CISTERN, IS 24.79 FEET OR 7.556 METERS SSE IN AZIMUTH 342 DEG 51 MIN
 MD1476'FROM STATION, 7.9 FEET N OF S SIDE, AND 1.9
 MD1476'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
 MD1476'22 DEG 12 MIN 44.9 SEC FROM STATION, ON TOP OF A HILLOCK, 22 FEET S
 MD1476'OF CENTER LINE OF 20-FOOT ASPHALT ROAD, 3.2
 MD1476'FEET HIGHER THAN SAME, 51 FEET W OF PROJECTED PLANE OF W
 MD1476'WALL OF CONCRETE BLOCK PANORAMA MOTEL, 18 FEET
 MD1476'W OF CENTER LINE OF A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2416 ***********************************************************************
 LB2416  DESIGNATION -  HOOVER
 LB2416  PID         -  LB2416
 LB2416  STATE/COUNTY-  IN/CASS
 LB2416  USGS QUAD   -  LOGANSPORT (1987)
 LB2416
 LB2416                         *CURRENT SURVEY CONTROL
 LB2416  ___________________________________________________________________
 LB2416* NAD 83(1997)-  40 48 36.68681(N)    086 15 52.38680(W)     ADJUSTED  
 LB2416* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 LB2416  ___________________________________________________________________
 LB2416  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 LB2416  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 LB2416
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2416
 LB2416.The geoid height was determined by GEOID03.
 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     -   0.99996834  x   0.99999798  =   0.99996632
 LB2416!UTM  16      -   0.99996834  x   0.99964736  =   0.99961571
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2416.See file dsdata.txt to determine how the superseded data were derived.
 LB2416
 LB2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6203017947(NAD 83)
 LB2416_MARKER: DS = TRIANGULATION STATION DISK
 LB2416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2617 ***********************************************************************
 LB2617  DESIGNATION -  HOPE
 LB2617  PID         -  LB2617
 LB2617  STATE/COUNTY-  IN/PULASKI
 LB2617  USGS QUAD   -  STAR CITY (1962)
 LB2617
 LB2617                         *CURRENT SURVEY CONTROL
 LB2617  ___________________________________________________________________
 LB2617* NAD 83(1997)-  40 54 52.50483(N)    086 31 33.78454(W)     ADJUSTED  
 LB2617* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 LB2617  ___________________________________________________________________
 LB2617  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 LB2617  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 LB2617
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2617
 LB2617.The geoid height was determined by GEOID03.
 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;SPC IN E     -   629,428.478    27,604.278   MT  1.00003115   -0 33 46.3
 LB2617;SPC IN E     - 2,065,049.93     90,565.04   sFT  1.00003115   -0 33 46.3
 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     -   0.99997064  x   0.99999378  =   0.99996442
 LB2617!SPC IN E     -   0.99997064  x   1.00003115  =   1.00000179
 LB2617!UTM  16      -   0.99997064  x   0.99961961  =   0.99959026
 LB2617
 LB2617:                Primary Azimuth Mark                     Grid Az
 LB2617:SPC IN W     -  ROYAL CENTER MUNICIPAL TANK              156 59 59.1
 LB2617:SPC IN E     -  ROYAL CENTER MUNICIPAL TANK              157 55 39.4
 LB2617:UTM  16      -  ROYAL CENTER MUNICIPAL TANK              157 03 15.6
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2617.See file dsdata.txt to determine how the superseded data were derived.
 LB2617
 LB2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3991129383(NAD 83)
 LB2617_MARKER: DS = TRIANGULATION STATION DISK
 LB2617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2603 ***********************************************************************
 ME2603  DESIGNATION -  HOPKINS
 ME2603  PID         -  ME2603
 ME2603  STATE/COUNTY-  IN/NEWTON
 ME2603  USGS QUAD   -  LEESVILLE (1976)
 ME2603
 ME2603                         *CURRENT SURVEY CONTROL
 ME2603  ___________________________________________________________________
 ME2603* NAD 83(1997)-  41 06 12.57974(N)    087 31 31.32083(W)     ADJUSTED  
 ME2603* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 ME2603  ___________________________________________________________________
 ME2603  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 ME2603  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 ME2603
 ME2603  HORZ ORDER  -  THIRD
 ME2603
 ME2603.The horizontal coordinates were established by classical geodetic methods
 ME2603.and adjusted by the National Geodetic Survey in May 1999..
 ME2603
 ME2603.The orthometric height was scaled from a topographic map.
 ME2603
 ME2603.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2603
 ME2603.The geoid height was determined by GEOID03.
 ME2603
 ME2603;                    North         East     Units Scale Factor Converg.
 ME2603;SPC IN W     -   650,145.536   862,868.846   MT  0.99998363   -0 17 26.2
 ME2603;SPC IN W     - 2,133,019.15  2,830,928.87   sFT  0.99998363   -0 17 26.2
 ME2603;SPC IL E     -   492,849.685   367,870.575   MT  1.00003167   +0 31 52.3
 ME2603;SPC IL E     - 1,616,957.67  1,206,922.04   sFT  1.00003167   +0 31 52.3
 ME2603;UTM  16      - 4,550,378.990   455,884.940   MT  0.99962395   -0 20 43.4
 ME2603
 ME2603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2603!SPC IN W     -   0.99997229  x   0.99998363  =   0.99995592
 ME2603!SPC IL E     -   0.99997229  x   1.00003167  =   1.00000396
 ME2603!UTM  16      -   0.99997229  x   0.99962395  =   0.99959625
 ME2603
 ME2603|---------------------------------------------------------------------|
 ME2603| PID    Reference Object                     Distance      Geod. Az  |
 ME2603|                                                           dddmmss.s |
 ME2603| CM3696 HOPKINS RM 1                         24.082 METERS 10635     |
 ME2603| ME2555 CONRAD                              APPROX. 7.0 KM 1130225.5 |
 ME2603| CM3697 HOPKINS RM 2                         23.993 METERS 22000     |
 ME2603| ME2606 MITT                                166.090 METERS 22220     |
 ME2603| ME2607 MITT AZ MK                          244.311 METERS 33625     |
 ME2603| CM3695 HOPKINS AZ MK                                      3510215.6 |
 ME2603|---------------------------------------------------------------------|
 ME2603
 ME2603                          SUPERSEDED SURVEY CONTROL
 ME2603
 ME2603  NAD 83(1986)-  41 06 12.58591(N)    087 31 31.32706(W) AD(       ) 3
 ME2603  NAD 27      -  41 06 12.47550(N)    087 31 31.20930(W) AD(       ) 3
 ME2603
 ME2603.Superseded values are not recommended for survey control.
 ME2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2603.See file dsdata.txt to determine how the superseded data were derived.
 ME2603
 ME2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5588550379(NAD 83)
 ME2603_MARKER: DS = TRIANGULATION STATION DISK
 ME2603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2603_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2603
 ME2603  HISTORY     - Date     Condition        Report By
 ME2603  HISTORY     - 1952     MONUMENTED       CGS
 ME2603  HISTORY     - 1979     GOOD             NGS
 ME2603
 ME2603                          STATION DESCRIPTION
 ME2603
 ME2603'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2603'STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF MOMENCE, ILL. AND 4
 ME2603'MILES SOUTHWEST OF LAKE VILLAGE,
 ME2603'IND., ABOUT 0.1 MILE EAST OF THE INDIANA-ILLINOIS STATE LINE, NEAR
 ME2603'THE WEST END OF A WOODED SAND
 ME2603'RIDGE, ON PROPERTY OF MR. F.J. POLCER.  IT IS ABOUT 400 FEET
 ME2603'NORTHEAST OF THE NORTHEAST CORNER OF MR.
 ME2603'POLCERS HOUSE, 24 FEET WEST OF A 12 INCH OAK
 ME2603'TREE AND 3 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE
 ME2603'MARK PROJECTS ABOUT 4 INCHES AND THE
 ME2603'DISK IS STAMPED HOPKINS 1952.
 ME2603'
 ME2603'REFERENCE MARK NO. 1 IS ON THE SOUTHEAST SLOPE OF THE RIDGE, ABOUT 4
 ME2603'FEET LOWER IN ELEVATION THAN
 ME2603'THE STATION.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS
 ME2603'STAMPED HOPKINS NO 1 1952.
 ME2603'
 ME2603'REFERENCE MARK NO. 2 IS ON THE SOUTHWEST SLOPE OF THE RIDGE, ABOUT 4
 ME2603'FEET LOWER IN ELEVATION THAN
 ME2603'THE STATION.  IT IS 6 FEET NORTH OF AN 18 INCH OAK TREE.  THE MARK
 ME2603'PROJECTS ABOUT 8 INCHES AND THE DISK IS
 ME2603'STAMPED HOPKINS NO 2 1952.
 ME2603'
 ME2603'AZIMUTH MARK IS 24 FEET WEST OF THE CENTER OF THE INDINA-ILLINOIS
 ME2603'STATE LINE ROAD, 4 FEET SOUTH
 ME2603'OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MARK
 ME2603'PROJECTS ABOUT 4 INCHES AND THE DISK
 ME2603'IS STAMPED HOPKINS 1952.
 ME2603'
 ME2603'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 ME2603'HIGHWAY 10, IN THE NORTH EDGE
 ME2603'OF LAKE VILLAGE, INDIANA, GO SOUTH ON HIGHWAY 41 FOR 2.8 MILES TO A T
 ME2603'ROAD RIGHT, TURN RIGHT ACROSS
 ME2603'BRIDGE AND GO WEST ON GRAVEL ROAD FOR 4.1 MILES TO A T
 ME2603'INTERSECTION, TURN RIGHT AND GO NORTH ON SAND
 ME2603'ROAD (STATE LINE ROAD) FOR 0.15 MILE TO A
 ME2603'FARM LANE ON THE RIGHT (*), TURN RIGHT AND GO EAST ON FARM LANE
 ME2603'FOR 0.1 MILE TO A LARGE BARN, TURN
 ME2603'LEFT, AROUND EAST SIDE OF BARN AND GO NORTH FOR ABOUT 0.05 MILE TO
 ME2603'HIGHEST POINT OF RIDGE AND STATION
 ME2603'AS DESCRIBED.
 ME2603'
 ME2603'TO REACH THE AZIMUTH MARK FROM THIS POINT GO NORTH ON STATE LINE
 ME2603'ROAD FOR 0.45 MILE TO THE MARK
 ME2603'ON THE LEFT AS DESCRIBED.
 ME2603'
 ME2603'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2603
 ME2603                          STATION RECOVERY (1979)
 ME2603
 ME2603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 ME2603'STATION MARK, REFERENCE MARKS 1 AND 2 FOUND IN GOOD CONDITION.  THE
 ME2603'AZIMUTH MARK WAS NOT RECOVERED AND ASSUMED DESTROYED BY ROAD
 ME2603'WIDENING.  THE STATION MARK AND REFERENCE MARKS WERE IN THE WAY OF
 ME2603'CONSTRUCTION OF A NEW HOME AND THE PROPERTY OWNER REQUESTED THESE
 ME2603'MARKS BE MOVED.  DUE TO VERY HEAVY TREES AT THE STATION SITE THE MARKS
 ME2603'HAD TO BE MOVED A GREAT DISTANCE AND TO THE ILLINOIS SIDE OF THE STATE
 ME2603'LINE.
 ME2603'
 ME2603'THE DISTANCE TO REFERENCE MARK 1 WAS SHORTER BY 0.05 FOOT AND NO 2
 ME2603'CHECKED.  THE ANGLE BETWEEN THE MARKS CHECKED.
 ME2603'
 ME2603'AFTER ESTABLISHING STATION MITT THE STATION SURFACE MARK AND
 ME2603'REFERENCE MARKS 1 AND 2 WERE DESTROYED.
 ME2603'
 ME2603'FOR DETAILS SEE DESCRIPTION OF MITT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2232 ***********************************************************************
 LA2232  DESIGNATION -  HORNER
 LA2232  PID         -  LA2232
 LA2232  STATE/COUNTY-  IN/MIAMI
 LA2232  USGS QUAD   -  RICHVALLEY (1994)
 LA2232
 LA2232                         *CURRENT SURVEY CONTROL
 LA2232  ___________________________________________________________________
 LA2232* NAD 83(1997)-  40 47 10.83303(N)    085 59 54.64445(W)     ADJUSTED  
 LA2232* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 LA2232  ___________________________________________________________________
 LA2232  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 LA2232  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 LA2232
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2232
 LA2232.The geoid height was determined by GEOID03.
 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     -   0.99996836  x   0.99997632  =   0.99994468
 LA2232!UTM  16      -   0.99996836  x   0.99968788  =   0.99965625
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2232.See file dsdata.txt to determine how the superseded data were derived.
 LA2232
 LA2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8449915522(NAD 83)
 LA2232_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2232
 LA2232  HISTORY     - Date     Condition        Report By
 LA2232  HISTORY     - 1948     MONUMENTED       CGS
 LA2232  HISTORY     - 1961     SEE DESCRIPTION  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
 LA2232'NORTHEAST OF PERU ON
 LA2232'PROPERTY OWNED BY MR. PEARL E. HOOS.  IT IS 47 FEET SOUTHWEST OF A 36
 LA2232'INCH OAK TREE, 37 FEET WEST OF THE
 LA2232'CENTER OF MACADAM ROAD, 28 FEET SOUTHWEST OF A WHITE WITNESS
 LA2232'POST AND 17 FEET WEST OF A FENCELINE.  THE
 LA2232'MARK IS FLUSH AND THE DISK IS STAMPED HORNER
 LA2232'1948.
 LA2232'
 LA2232'REFERENCE MARK NO. 1 IS 87.72 FEET SOUTHWEST OF THE STATION.  IT IS
 LA2232'33 FEET WEST OF THE CENTER OF
 LA2232'MACADAM ROAD, 31 FEET SOUTHWEST OF A TELEPHONE POLE AND 12 FEET WEST
 LA2232'OF A FENCELINE.  THE MARK IS FLUSH
 LA2232'AND 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
 LA2232'MARK PROJECTS 8 INCHES AND THE DISK IS 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
 LA2232'FEET WEST OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCELINE.
 LA2232'THE MARK PROJECTS 8 INCHES AND THE
 LA2232'DISK 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
 LA2232'3.2 MILES TO A MACADAM CROSSROAD, TURN LEFT ON MACADAM ROAD AND
 LA2232'CROSS RAILROAD TRACKS, TAKE RIGHT
 LA2232'FORK JUST AFTER CROSSING TRACKS AND GO NORTHEAST
 LA2232'FOR 0.6 MILE TO A MACADAM T-ROAD LEFT, TURN LEFT AND
 LA2232'NORTH ON MACADAM ROAD FOR 0.7
 LA2232'MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE FOR 0.4 MILE TO THE
 LA2232'STATION ON THE LEFT AS
 LA2232'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 = OCTOBER  6, 2006
 LB2421 ***********************************************************************
 LB2421  DESIGNATION -  HORNEY
 LB2421  PID         -  LB2421
 LB2421  STATE/COUNTY-  IN/CASS
 LB2421  USGS QUAD   -  LOGANSPORT (1987)
 LB2421
 LB2421                         *CURRENT SURVEY CONTROL
 LB2421  ___________________________________________________________________
 LB2421* NAD 83(1997)-  40 45 53.63962(N)    086 21 26.47804(W)     ADJUSTED  
 LB2421* NAVD 88     -       196.50   (+/-2cm)     644.7    (feet)  VERTCON   
 LB2421  ___________________________________________________________________
 LB2421  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 LB2421  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 LB2421
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2421
 LB2421.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2421
 LB2421.The geoid height was determined by GEOID03.
 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     -   0.99997452  x   1.00000851  =   0.99998303
 LB2421!UTM  16      -   0.99997452  x   0.99963621  =   0.99961074
 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  NGVD 29 (07/19/86)  196.62   (m)          645.1    (f) LEVELING    3  
 LB2421
 LB2421.Superseded values are not recommended for survey control.
 LB2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2421.See file dsdata.txt to determine how the superseded data were derived.
 LB2421
 LB2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5423912858(NAD 83)
 LB2421_MARKER: DS = TRIANGULATION STATION DISK
 LB2421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2360 ***********************************************************************
 HZ2360  DESIGNATION -  HORSE
 HZ2360  PID         -  HZ2360
 HZ2360  STATE/COUNTY-  IN/JACKSON
 HZ2360  USGS QUAD   -  SEYMOUR (1994)
 HZ2360
 HZ2360                         *CURRENT SURVEY CONTROL
 HZ2360  ___________________________________________________________________
 HZ2360* NAD 83(1997)-  38 54 25.34122(N)    085 59 23.71418(W)     ADJUSTED  
 HZ2360* NAVD 88     -       221.53   (+/-2cm)     726.8    (feet)  VERTCON   
 HZ2360  ___________________________________________________________________
 HZ2360  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 HZ2360  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 HZ2360
 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.The vertical order pertains to the NGVD 29 superseded value.
 HZ2360
 HZ2360.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2360
 HZ2360.The geoid height was determined by GEOID03.
 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     -   0.99997052  x   0.99997634  =   0.99994686
 HZ2360!UTM  16      -   0.99997052  x   0.99969445  =   0.99966498
 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 (07/19/86)  221.65   (m)          727.2    (f) LEVELING    3  
 HZ2360
 HZ2360.Superseded values are not recommended for survey control.
 HZ2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2360.See file dsdata.txt to determine how the superseded data were derived.
 HZ2360
 HZ2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8758006946(NAD 83)
 HZ2360_MARKER: DS = TRIANGULATION STATION DISK
 HZ2360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2375 ***********************************************************************
 LB2375  DESIGNATION -  HOW L 54 INHC
 LB2375  PID         -  LB2375
 LB2375  STATE/COUNTY-  IN/HOWARD
 LB2375  USGS QUAD   -  GALVESTON (1994)
 LB2375
 LB2375                         *CURRENT SURVEY CONTROL
 LB2375  ___________________________________________________________________
 LB2375* NAD 83(1997)-  40 33 36.91160(N)    086 10 28.63538(W)     ADJUSTED  
 LB2375* NAVD 88     -       250.     (meters)     820.     (feet)  SCALED    
 LB2375  ___________________________________________________________________
 LB2375  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 LB2375  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 LB2375
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2375
 LB2375.The geoid height was determined by GEOID03.
 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  =   0.99962630
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2375.See file dsdata.txt to determine how the superseded data were derived.
 LB2375
 LB2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6987590270(NAD 83)
 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 = OCTOBER  6, 2006
 LB2500 ***********************************************************************
 LB2500  DESIGNATION -  HOWARD
 LB2500  PID         -  LB2500
 LB2500  STATE/COUNTY-  IN/HAMILTON
 LB2500  USGS QUAD   -  ARCADIA (1994)
 LB2500
 LB2500                         *CURRENT SURVEY CONTROL
 LB2500  ___________________________________________________________________
 LB2500* NAD 83(1997)-  40 08 39.51563(N)    086 01 07.63003(W)     ADJUSTED  
 LB2500* NAVD 88     -       256.00   (+/-2cm)     839.9    (feet)  VERTCON   
 LB2500  ___________________________________________________________________
 LB2500  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 LB2500  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 LB2500
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2500
 LB2500.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2500
 LB2500.The geoid height was determined by GEOID03.
 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     -   0.99996520  x   0.99997774  =   0.99994294
 LB2500!UTM  16      -   0.99996520  x   0.99968599  =   0.99965120
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  256.12   (m)          840.3    (f) LEVELING    3  
 LB2500
 LB2500.Superseded values are not recommended for survey control.
 LB2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2500.See file dsdata.txt to determine how the superseded data were derived.
 LB2500
 LB2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8358044236(NAD 83)
 LB2500_MARKER: DS = TRIANGULATION STATION DISK
 LB2500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD1643 ***********************************************************************
 MD1643  DESIGNATION -  HOWARD
 MD1643  PID         -  MD1643
 MD1643  STATE/COUNTY-  IN/KOSCIUSKO
 MD1643  USGS QUAD   -  SOUTH WHITLEY WEST (1994)
 MD1643
 MD1643                         *CURRENT SURVEY CONTROL
 MD1643  ___________________________________________________________________
 MD1643* NAD 83(1997)-  41 04 29.45984(N)    085 42 14.32025(W)     ADJUSTED  
 MD1643* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 MD1643  ___________________________________________________________________
 MD1643  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 MD1643  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MD1643
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1643
 MD1643.The geoid height was determined by GEOID03.
 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     -   0.99996561  x   0.99996679  =   0.99993240
 MD1643!UTM  16      -   0.99996561  x   0.99974589  =   0.99971151
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1643.See file dsdata.txt to determine how the superseded data were derived.
 MD1643
 MD1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0887547875(NAD 83)
 MD1643_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 MD1643'OF SOUTH WHITLEY AND ON
 MD1643'THE SOUTH SIDE OF STATE HIGHWAY 14 AND ON LAND OWNED BY MR. HOWARD.
 MD1643'IT IS 210 FEET SOUTHEAST OF THE
 MD1643'INTERSECTION OF HIGHWAY 14 AND A GRAVEL ROAD, 47.5 FEET SOUTH OF
 MD1643'THE CENTER OF THE HIGHWAY AND 10 FEET SOUTH
 MD1643'OF A WHITE WITNESS POST AND AN EAST-WEST FENCE.
 MD1643'THE MARK IS ABOUT 14 INCHES BELOW THE SURFACE OF THE GROUND
 MD1643'AND THE DISK IS STAMPED HOWARD 1947.
 MD1643'
 MD1643'REFERENCE MARK NO. 1 IS 83.15 FEET WEST OF THE
 MD1643'STATION IN THE EAST-WEST FENCE LINE.  IT IS
 MD1643'37.5 FEET SOUTH OF THE CENTER OF THE HIGHWAY.  THE MARK
 MD1643'PROJECTS ABOUT 3 INCHES AND THE DISK
 MD1643'IS STAMPED 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
 MD1643'THE CENTER OF THE HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD1643'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
 MD1643'NORTH OF THE CENTER OF THE HIGHWAY, 2 FEET EAST OF A WHITE WITNESS
 MD1643'POST AND 1 FOOT SOUTH OF A
 MD1643'FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 MD1643'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
 MD1643'14 FOR 9.65 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT
 MD1643'AHEAD FOR 0.25 MILE TO A CROSSROAD,
 MD1643'CONTINUE 0.05 MILE TO STATION ON THE RIGHT AS
 MD1643'DESCRIBED.
 MD1643'
 MD1643'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1507 ***********************************************************************
 MD1507  DESIGNATION -  HOWE
 MD1507  PID         -  MD1507
 MD1507  STATE/COUNTY-  IN/LAGRANGE
 MD1507  USGS QUAD   -  LAGRANGE (1993)
 MD1507
 MD1507                         *CURRENT SURVEY CONTROL
 MD1507  ___________________________________________________________________
 MD1507* NAD 83(1997)-  41 43 11.74562(N)    085 25 15.05792(W)     ADJUSTED  
 MD1507* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 MD1507  ___________________________________________________________________
 MD1507  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 MD1507  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 MD1507
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1507
 MD1507.The geoid height was determined by GEOID03.
 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;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     -   0.99996288  x   0.99997181  =   0.99993469
 MD1507!UTM  16      -   0.99996288  x   0.99981233  =   0.99977522
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1507.See file dsdata.txt to determine how the superseded data were derived.
 MD1507
 MD1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3135519886(NAD 83)
 MD1507_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1507
 MD1507  HISTORY     - Date     Condition        Report By
 MD1507  HISTORY     - 1946     MONUMENTED       CGS
 MD1507  HISTORY     - 1960     SEE DESCRIPTION  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
 MD1507'SOUTH CURB ON STATE HIGHWAY 120, 69 FEET WEST OF A 24 INCH TWIN MAPLE
 MD1507'TREE, 64 FEET EAST OF THE CENTER OF
 MD1507'BROAD STREET AND 31 FEET SOUTHEAST OF A 15 INCH MAPLE TREE.
 MD1507'THE MARK IS FLUSH AND THE DISK IS STAMPED HOWE
 MD1507'1946.
 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
 MD1507'HIGHWAY 120 AND 59 FEET EAST OF THE EAST CURB ON BROAD STREET.  THE
 MD1507'MARK IS FLUSH AND THE DISK IS
 MD1507'STAMPED 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
 MD1507'EAST SIDE OF THE PARK.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD1507'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
 MD1507'WEST OF THE CENTER OF THE STREET, 100 FEET SOUTH OF A WHITE HOUSE AND
 MD1507'2 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
 MD1507'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
 MD1507'15-INCH MAPLE TREE IS NOW A 30-INCH 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
 MD1507'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
 MD1507'SAME, 49-1/2 FEET OF SE CORNER OF CONCRETE BLOCK GARAGE, AND 6-1/2
 MD1507'FEET E OF PROJECTED PLANE OF E WALL
 MD1507'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 = OCTOBER  6, 2006
 MD1508 ***********************************************************************
 MD1508  DESIGNATION -  HOWE MILITARY ACADEMY STACK
 MD1508  PID         -  MD1508
 MD1508  STATE/COUNTY-  IN/LAGRANGE
 MD1508  USGS QUAD   -  LAGRANGE (1993)
 MD1508
 MD1508                         *CURRENT SURVEY CONTROL
 MD1508  ___________________________________________________________________
 MD1508* NAD 83(1997)-  41 43 23.18746(N)    085 25 29.63021(W)     ADJUSTED  
 MD1508* NAVD 88     -                                                        
 MD1508  ___________________________________________________________________
 MD1508  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 MD1508  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 MD1508
 MD1508  HORZ ORDER  -  THIRD
 MD1508
 MD1508.The horizontal coordinates were established by classical geodetic methods
 MD1508.and adjusted by the National Geodetic Survey in May 1999..
 MD1508
 MD1508
 MD1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1508
 MD1508.The geoid height was determined by GEOID03.
 MD1508
 MD1508;                    North         East     Units Scale Factor Converg.
 MD1508;SPC IN E     -   718,892.754   120,116.717   MT  0.99997164   +0 09 39.3
 MD1508;SPC IN E     - 2,358,567.31    394,082.93   sFT  0.99997164   +0 09 39.3
 MD1508;UTM  16      - 4,620,232.582   631,012.158   MT  0.99981122   +1 02 54.3
 MD1508
 MD1508                          SUPERSEDED SURVEY CONTROL
 MD1508
 MD1508  NAD 83(1995)-  41 43 23.18692(N)    085 25 29.63197(W) AD(       ) 4
 MD1508  NAD 83(1994)-  41 43 23.18696(N)    085 25 29.63291(W) AD(       ) 4
 MD1508  NAD 83(1986)-  41 43 23.18750(N)    085 25 29.63774(W) AD(       ) 4
 MD1508  NAD 27      -  41 43 23.00300(N)    085 25 29.71000(W) AD(       ) 3
 MD1508
 MD1508.Superseded values are not recommended for survey control.
 MD1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1508.See file dsdata.txt to determine how the superseded data were derived.
 MD1508
 MD1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3101220233(NAD 83)
 MD1508
 MD1508  HISTORY     - Date     Condition        Report By
 MD1508  HISTORY     - 1946     MONUMENTED       CGS
 MD1508  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MD1508  HISTORY     - 19940509 MARK NOT FOUND   USPSQD
 MD1508
 MD1508                          STATION DESCRIPTION
 MD1508
 MD1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1508'THIS IS AN INTERSECTION STATION.
 MD1508'
 MD1508'STATION IS LOCATED IN THE NORTHWEST SECTION OF HOWE ON THE NORTH SIDE
 MD1508'OF THE POWERHOUSE OF THE
 MD1508'HOWE MILITARY ACADEMY.  IT IS OF CONCRETE CONSTRUCTION, 100 FEET HIGH
 MD1508'AND PAINTED SILVER.  THE POINT
 MD1508'OBSERVED ON WAS THE CENTER OF THE TOP OF THE STACK.
 MD1508
 MD1508                          STATION RECOVERY (1960)
 MD1508
 MD1508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1508'REPORTEDLY AND EVIDENTLY UNCHANGED SINCE 1946.
 MD1508
 MD1508                          STATION RECOVERY (1994)
 MD1508
 MD1508'RECOVERY NOTE BY US POWER SQUADRON 1994
 MD1508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0395 ***********************************************************************
 JA0395  DESIGNATION -  HUBBARD
 JA0395  PID         -  JA0395
 JA0395  STATE/COUNTY-  IN/CRAWFORD
 JA0395  USGS QUAD   -  ENGLISH (1993)
 JA0395
 JA0395                         *CURRENT SURVEY CONTROL
 JA0395  ___________________________________________________________________
 JA0395* NAD 83(1997)-  38 19 02.14173(N)    086 27 01.34506(W)     ADJUSTED  
 JA0395* NAVD 88     -       256.881  (meters)     842.78   (feet)  ADJUSTED  
 JA0395  ___________________________________________________________________
 JA0395  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 JA0395  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 JA0395  DYNAMIC HT  -         256.702 (meters)     842.20  (feet)  COMP
 JA0395  MODELED GRAV-     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
 JA0395.and adjusted by the National Geodetic Survey in June 1991..
 JA0395
 JA0395.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0395
 JA0395.The geoid height was determined by GEOID03.
 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;                    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;SPC IN E     -   340,999.351    31,464.483   MT  1.00002449   -0 29 09.3
 JA0395;SPC IN E     - 1,118,762.04    103,229.72   sFT  1.00002449   -0 29 09.3
 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!SPC IN E     -   0.99996491  x   1.00002449  =   0.99998940
 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:SPC IN E     -  HUBBARD AZ MK                            015 10 47.5
 JA0395:UTM  16      -  HUBBARD AZ MK                            014 21 11.4
 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
 JA0395.Superseded values are not recommended for survey control.
 JA0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0395.See file dsdata.txt to determine how the superseded data were derived.
 JA0395
 JA0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4804741160(NAD 83)
 JA0395_MARKER: DS = TRIANGULATION STATION DISK
 JA0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0395_STAMPING: HUBBARD 1946
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 JA0392 ***********************************************************************
 JA0392  DESIGNATION -  HUBBARD AZ MK
 JA0392  PID         -  JA0392
 JA0392  STATE/COUNTY-  IN/CRAWFORD
 JA0392  USGS QUAD   -  ENGLISH (1993)
 JA0392
 JA0392                         *CURRENT SURVEY CONTROL
 JA0392  ___________________________________________________________________
 JA0392* NAD 83(1986)-  38 19 19.     (N)    086 26 54.     (W)     SCALED    
 JA0392* NAVD 88     -       250.400  (meters)     821.52   (feet)  ADJUSTED  
 JA0392  ___________________________________________________________________
 JA0392  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 JA0392  DYNAMIC HT  -         250.226 (meters)     820.95  (feet)  COMP
 JA0392  MODELED GRAV-     979,926.2   (mgal)                       NAVD 88
 JA0392
 JA0392  VERT ORDER  -  FIRST     CLASS II
 JA0392
 JA0392.The horizontal coordinates were scaled from a topographic map and have
 JA0392.an estimated accuracy of +/- 6 seconds.
 JA0392
 JA0392.The orthometric height was determined by differential leveling
 JA0392.and adjusted by the National Geodetic Survey in June 1991..
 JA0392
 JA0392.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0392.See file dsdata.txt to determine how the superseded data were derived.
 JA0392
 JA0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH482416(NAD 83)
 JA0392_MARKER: DZ = AZIMUTH MARK DISK
 JA0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0392_STAMPING: HUBBARD 1946
 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             NGS
 JA0392
 JA0392                          STATION DESCRIPTION
 JA0392
 JA0392'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0396 ***********************************************************************
 JA0396  DESIGNATION -  HUBBARD RM 1
 JA0396  PID         -  JA0396
 JA0396  STATE/COUNTY-  IN/CRAWFORD
 JA0396  USGS QUAD   -  ENGLISH (1993)
 JA0396
 JA0396                         *CURRENT SURVEY CONTROL
 JA0396  ___________________________________________________________________
 JA0396* NAD 83(1986)-  38 19 01.     (N)    086 27 01.     (W)     SCALED    
 JA0396* NAVD 88     -       255.644  (meters)     838.73   (feet)  ADJUSTED  
 JA0396  ___________________________________________________________________
 JA0396  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 JA0396  DYNAMIC HT  -         255.466 (meters)     838.14  (feet)  COMP
 JA0396  MODELED GRAV-     979,925.6   (mgal)                       NAVD 88
 JA0396
 JA0396  VERT ORDER  -  FIRST     CLASS II
 JA0396
 JA0396.The horizontal coordinates were scaled from a topographic map and have
 JA0396.an estimated accuracy of +/- 6 seconds.
 JA0396
 JA0396.The orthometric height was determined by differential leveling
 JA0396.and adjusted by the National Geodetic Survey in June 1991..
 JA0396
 JA0396.The geoid height was determined by GEOID03.
 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     -   340,860.      955,360.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0396.See file dsdata.txt to determine how the superseded data were derived.
 JA0396
 JA0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH480411(NAD 83)
 JA0396_MARKER: DR = REFERENCE MARK DISK
 JA0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0396_STAMPING: HUBBARD NO 1 1946
 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             NGS
 JA0396
 JA0396                          STATION DESCRIPTION
 JA0396
 JA0396'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0394 ***********************************************************************
 JA0394  DESIGNATION -  HUBBARD RM 3
 JA0394  PID         -  JA0394
 JA0394  STATE/COUNTY-  IN/CRAWFORD
 JA0394  USGS QUAD   -  ENGLISH (1993)
 JA0394
 JA0394                         *CURRENT SURVEY CONTROL
 JA0394  ___________________________________________________________________
 JA0394* NAD 83(1986)-  38 19 01.     (N)    086 27 01.     (W)     SCALED    
 JA0394* NAVD 88     -       256.187  (meters)     840.51   (feet)  ADJUSTED  
 JA0394  ___________________________________________________________________
 JA0394  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 JA0394  DYNAMIC HT  -         256.008 (meters)     839.92  (feet)  COMP
 JA0394  MODELED GRAV-     979,925.6   (mgal)                       NAVD 88
 JA0394
 JA0394  VERT ORDER  -  FIRST     CLASS II
 JA0394
 JA0394.The horizontal coordinates were scaled from a topographic map and have
 JA0394.an estimated accuracy of +/- 6 seconds.
 JA0394
 JA0394.The orthometric height was determined by differential leveling
 JA0394.and adjusted by the National Geodetic Survey in June 1991..
 JA0394
 JA0394.The geoid height was determined by GEOID03.
 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     -   340,860.      955,360.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0394.See file dsdata.txt to determine how the superseded data were derived.
 JA0394
 JA0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH480411(NAD 83)
 JA0394_MARKER: DR = REFERENCE MARK DISK
 JA0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0394_STAMPING: HUBBARD 1946 NO 3
 JA0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0394+STABILITY: SURFACE MOTION
 JA0394
 JA0394  HISTORY     - Date     Condition        Report By
 JA0394  HISTORY     - 1946     MONUMENTED       CGS
 JA0394  HISTORY     - 1965     GOOD             NGS
 JA0394
 JA0394                          STATION DESCRIPTION
 JA0394
 JA0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 JA0394'1.8 MI S FROM ENGLISH.
 JA0394'1.85 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 JA0394'ENGLISH, IN SECTION 30, T 2 S, R 1 E, 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 = OCTOBER  6, 2006
 MD1484 ***********************************************************************
 MD1484  DESIGNATION -  HUDSON
 MD1484  PID         -  MD1484
 MD1484  STATE/COUNTY-  IN/STEUBEN
 MD1484  USGS QUAD   -  ASHLEY (1993)
 MD1484
 MD1484                         *CURRENT SURVEY CONTROL
 MD1484  ___________________________________________________________________
 MD1484* NAD 83(1997)-  41 34 14.48548(N)    085 06 09.77550(W)     ADJUSTED  
 MD1484* NAVD 88     -       328.     (meters)    1076.     (feet)  SCALED    
 MD1484  ___________________________________________________________________
 MD1484  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 MD1484  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 MD1484
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1484
 MD1484.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1484.See file dsdata.txt to determine how the superseded data were derived.
 MD1484
 MD1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5818403850(NAD 83)
 MD1484_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1484
 MD1484  HISTORY     - Date     Condition        Report By
 MD1484  HISTORY     - 1946     MONUMENTED       CGS
 MD1484  HISTORY     - 1960     SEE DESCRIPTION  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
 MD1484'NORTHWEST FROM HUDSON AND 4-3/4 MILES WEST FROM PLEASANT LAKE.  IT IS
 MD1484'70 FEET NORTH OF THE APPROXIMATE
 MD1484'CENTERLINE OF A COUNTY PAVED HIGHWAY, 68 FEET WEST OF THE SOUTHWEST
 MD1484'CORNER OF A WHITE HOUSE, 58 FEET NORTHEAST
 MD1484'OF THE CORNER OF A CONCRETE EMBANKMENT,
 MD1484'AND 57 FEET NORTH OF POWER POLE NO. 2733.  THE MARK IS FLUSH
 MD1484'WITH THE GROUND AND THE DISK IS
 MD1484'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
 MD1484'CORNER OF A WHITE HOUSE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 MD1484'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
 MD1484'CORNER OF THE CHICKEN HOUSE.  THE MARK IS FLUSH WITH THE GROUND AND
 MD1484'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
 MD1484'CENTERLINE OF A GRAVEL ROAD, 2 FEET NORTHEAST OF A WHITE WITNESS
 MD1484'POST, 1 FOOT NORTH OF POWER LINE
 MD1484'POLE NO. 41 AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  THE
 MD1484'MARK PROJECTS ABOUT 10 INCHES AND THE DISK IS
 MD1484'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
 MD1484'EAST SIDE OF PLEASANT LAKE, GO WEST ON INDIANA HIGHWAY NO. 727 FOR
 MD1484'3.0 MILES TO WHERE THE HIGHWAY
 MD1484'TURNS SOUTH.  KEEP STRAIGHT AHEAD ON COUNTY PAVED ROAD FOR
 MD1484'1.9 MILES TO TOP OF HILL AND STATION ON THE
 MD1484'RIGHT AS DESCRIBED.  TO REACH THE AZIMUTH
 MD1484'MARK FROM THE STATION, GO EAST ON COUNTY PAVED ROAD FOR 0.1
 MD1484'MILE TO CROSSROADS.  TURN RIGHT
 MD1484'AND GO SOUTH FOR 0.45 MILE TO A DEEP CUT AND THE AZIMUTH MARK ON THE
 MD1484'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'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1484'DESCRIBED.
 MD1484'
 MD1484'ABOUT 3.3 MILES W ALONG NO. 727 INDIANA HIGHWAY FROM ITS JUNCTION
 MD1484'WITH NO. 27 U. S.  HWY. ON THE E
 MD1484'EDGE OF TOWN OF PLEASANT LAKE TO CROSSROADS, THENCE W ON PAVED COUNTY
 MD1484'ROAD (NO. 727 TURN TO S) FOR 1.9
 MD1484'MILES TO TOP OF HILL AND STATION ON RIGHT, 77 FEET N OF CENTER
 MD1484'LINE OF 18-FOOT ASPHALT PAVEMENT, 6-1/2 FEET
 MD1484'HIGHER THAN SAME, 55.7 FEET N OF S FACE OF
 MD1484'ROCK RETAINING WALL, 19 FEET E OF FACE OF ROCK WALL ON E SIDE
 MD1484'OF DRIVEWAY, ON APPARENTLY HIGHEST
 MD1484'POINT IN VICINITY, 68 FEET W OF SW CORNER OF HOUSE, STANDARD DISKS
 MD1484'STAMPED HUDSON 1946 ARE SET IN 1A AND
 MD1484'7A 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
 MD1484'213 DEG 50 MIN FROM STATION, 50 FEET NW OF NE CORNER OF SMALL
 MD1484'CONCRETE PORCH ON N SIDE OF FRAME HOUSE,
 MD1484'AND 9 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
 MD1484'20 MIN FROM STATION, SLIGHTLY UNDERGROUND, AND 3 FEET SE OF SW CORNER
 MD1484'OF A CHICKEN HOUSE.
 MD1484'
 MD1484'AZIMUTH STAMPED HUDSON 1946, NOTE 16A, PROJECTS 0.5 FOOT, IS ABOUT
 MD1484'0.5 MILE SSE OF THE STATION,
 MD1484'ABOUT 10 YARDS S OF CREST OF RIDGE, 34 FEET W OF CENTER LINE OF
 MD1484'20-FOOT ASPHALT ROAD, AN
 MD1484'ESTIMATED 15 FEET HIGHER THAN SAME, ON PROJECTED CENTER LINE OF
 MD1484'DRIVEWAY ON E SIDE OF ROAD, 3.5 FEET N
 MD1484'OF POWER POLE, ONE FOOT W OF FENCE, AND 1.5 FEET S OF STEEL
 MD1484'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8286 ***********************************************************************
 AJ8286  PACS        -  This is a Primary Airport Control Station.
 AJ8286  DESIGNATION -  HUF A
 AJ8286  PID         -  AJ8286
 AJ8286  STATE/COUNTY-  IN/VIGO
 AJ8286  USGS QUAD   -  SEELYVILLE (1986)
 AJ8286
 AJ8286                         *CURRENT SURVEY CONTROL
 AJ8286  ___________________________________________________________________
 AJ8286* NAD 83(1997)-  39 27 02.90374(N)    087 18 08.61890(W)     ADJUSTED  
 AJ8286* NAVD 88     -       175.89   (meters)     577.1    (feet)  GPS OBS   
 AJ8286  ___________________________________________________________________
 AJ8286  X           -     232,113.209 (meters)                     COMP
 AJ8286  Y           -  -4,926,323.436 (meters)                     COMP
 AJ8286  Z           -   4,031,178.593 (meters)                     COMP
 AJ8286  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 AJ8286  ELLIP HEIGHT-         143.10  (meters)          (11/27/02) GPS OBS
 AJ8286  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 AJ8286
 AJ8286  HORZ ORDER  -  B
 AJ8286  ELLP ORDER  -  FOURTH    CLASS I
 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 November 2002..
 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 NAVD 88 network.
 AJ8286
 AJ8286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8286
 AJ8286.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8286
 AJ8286.The ellipsoidal height was determined by GPS observations
 AJ8286.and is referenced to NAD 83.
 AJ8286
 AJ8286.The geoid height was determined by GEOID03.
 AJ8286
 AJ8286;                    North         East     Units Scale Factor Converg.
 AJ8286;SPC IN W     -   466,565.979   881,145.175   MT  0.99997104   -0 08 21.1
 AJ8286;SPC IN W     - 1,530,725.22  2,890,890.46   sFT  0.99997104   -0 08 21.1
 AJ8286;UTM  16      - 4,366,848.643   473,982.108   MT  0.99960833   -0 11 31.7
 AJ8286
 AJ8286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8286!SPC IN W     -   0.99997755  x   0.99997104  =   0.99994859
 AJ8286!UTM  16      -   0.99997755  x   0.99960833  =   0.99958589
 AJ8286
 AJ8286                          SUPERSEDED SURVEY CONTROL
 AJ8286
 AJ8286  NAD 83(1997)-  39 27 02.90368(N)    087 18 08.61896(W) AD(       ) B
 AJ8286  ELLIP H (03/18/02)  143.11   (m)                       GP(       ) 4 1
 AJ8286
 AJ8286.Superseded values are not recommended for survey control.
 AJ8286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8286.See file dsdata.txt to determine how the superseded data were derived.
 AJ8286
 AJ8286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7398266849(NAD 83)
 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.
 AJ8286' 
 AJ8286' 
 AJ8286' 
 AJ8286'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8287 ***********************************************************************
 AJ8287  SACS        -  This is a Secondary Airport Control Station.
 AJ8287  DESIGNATION -  HUF B
 AJ8287  PID         -  AJ8287
 AJ8287  STATE/COUNTY-  IN/VIGO
 AJ8287  USGS QUAD   -  SEELYVILLE (1986)
 AJ8287
 AJ8287                         *CURRENT SURVEY CONTROL
 AJ8287  ___________________________________________________________________
 AJ8287* NAD 83(1997)-  39 27 35.39422(N)    087 18 48.86505(W)     ADJUSTED  
 AJ8287* NAVD 88     -       170.78   (meters)     560.3    (feet)  GPS OBS   
 AJ8287  ___________________________________________________________________
 AJ8287  X           -     231,121.956 (meters)                     COMP
 AJ8287  Y           -  -4,925,728.624 (meters)                     COMP
 AJ8287  Z           -   4,031,949.033 (meters)                     COMP
 AJ8287  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 AJ8287  ELLIP HEIGHT-         137.99  (meters)          (11/27/02) GPS OBS
 AJ8287  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 AJ8287
 AJ8287  HORZ ORDER  -  FIRST
 AJ8287  ELLP ORDER  -  FOURTH    CLASS I
 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 November 2002..
 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 NAVD 88 network.
 AJ8287
 AJ8287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8287
 AJ8287.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8287
 AJ8287.The ellipsoidal height was determined by GPS observations
 AJ8287.and is referenced to NAD 83.
 AJ8287
 AJ8287.The geoid height was determined by GEOID03.
 AJ8287
 AJ8287;                    North         East     Units Scale Factor Converg.
 AJ8287;SPC IN W     -   467,570.353   880,185.501   MT  0.99997150   -0 08 46.8
 AJ8287;SPC IN W     - 1,534,020.40  2,887,741.93   sFT  0.99997150   -0 08 46.8
 AJ8287;UTM  16      - 4,367,853.538   473,023.711   MT  0.99960896   -0 11 57.4
 AJ8287
 AJ8287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8287!SPC IN W     -   0.99997835  x   0.99997150  =   0.99994985
 AJ8287!UTM  16      -   0.99997835  x   0.99960896  =   0.99958732
 AJ8287
 AJ8287                          SUPERSEDED SURVEY CONTROL
 AJ8287
 AJ8287  NAD 83(1997)-  39 27 35.39416(N)    087 18 48.86510(W) AD(       ) 1
 AJ8287  ELLIP H (03/18/02)  138.00   (m)                       GP(       ) 4 1
 AJ8287
 AJ8287.Superseded values are not recommended for survey control.
 AJ8287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8287.See file dsdata.txt to determine how the superseded data were derived.
 AJ8287
 AJ8287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7302467854(NAD 83)
 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.
 AJ8287' 
 AJ8287' 
 AJ8287'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8288 ***********************************************************************
 AJ8288  SACS        -  This is a Secondary Airport Control Station.
 AJ8288  DESIGNATION -  HUF C
 AJ8288  PID         -  AJ8288
 AJ8288  STATE/COUNTY-  IN/VIGO
 AJ8288  USGS QUAD   -  SEELYVILLE (1986)
 AJ8288
 AJ8288                         *CURRENT SURVEY CONTROL
 AJ8288  ___________________________________________________________________
 AJ8288* NAD 83(1997)-  39 26 52.49495(N)    087 19 07.50614(W)     ADJUSTED  
 AJ8288* NAVD 88     -       173.52   (meters)     569.3    (feet)  GPS OBS   
 AJ8288  ___________________________________________________________________
 AJ8288  X           -     230,716.224 (meters)                     COMP
 AJ8288  Y           -  -4,926,591.437 (meters)                     COMP
 AJ8288  Z           -   4,030,929.216 (meters)                     COMP
 AJ8288  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 AJ8288  ELLIP HEIGHT-         140.75  (meters)          (11/27/02) GPS OBS
 AJ8288  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 AJ8288
 AJ8288  HORZ ORDER  -  FIRST
 AJ8288  ELLP ORDER  -  FOURTH    CLASS I
 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 November 2002..
 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 NAVD 88 network.
 AJ8288
 AJ8288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8288
 AJ8288.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8288
 AJ8288.The ellipsoidal height was determined by GPS observations
 AJ8288.and is referenced to NAD 83.
 AJ8288
 AJ8288.The geoid height was determined by GEOID03.
 AJ8288
 AJ8288;                    North         East     Units Scale Factor Converg.
 AJ8288;SPC IN W     -   466,248.530   879,736.420   MT  0.99997172   -0 08 58.5
 AJ8288;SPC IN W     - 1,529,683.72  2,886,268.57   sFT  0.99997172   -0 08 58.5
 AJ8288;UTM  16      - 4,366,532.610   472,573.572   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                          SUPERSEDED SURVEY CONTROL
 AJ8288
 AJ8288  NAD 83(1997)-  39 26 52.49489(N)    087 19 07.50620(W) AD(       ) 1
 AJ8288  ELLIP H (03/18/02)  140.76   (m)                       GP(       ) 4 1
 AJ8288
 AJ8288.Superseded values are not recommended for survey control.
 AJ8288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8288.See file dsdata.txt to determine how the superseded data were derived.
 AJ8288
 AJ8288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7257466533(NAD 83)
 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 - May 01, 2001
 AJ8288
 AJ8288  HISTORY     - Date     Condition        Report By
 AJ8288  HISTORY     - 20010501 MONUMENTED       WOOLPT
 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' 
 AJ8288' 
 AJ8288'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0977 ***********************************************************************
 LA0977  DESIGNATION -  HUN F 18
 LA0977  PID         -  LA0977
 LA0977  STATE/COUNTY-  IN/HUNTINGTON
 LA0977  USGS QUAD   -  WARREN (1994)
 LA0977
 LA0977                         *CURRENT SURVEY CONTROL
 LA0977  ___________________________________________________________________
 LA0977* NAD 83(1986)-  40 44 32.     (N)    085 24 43.     (W)     SCALED    
 LA0977* NAVD 88     -       268.31   (meters)     880.3    (feet)  RESET     
 LA0977  ___________________________________________________________________
 LA0977  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 LA0977
 LA0977  VERT ORDER  -  THIRD
 LA0977
 LA0977.The horizontal coordinates were scaled from a topographic map and have
 LA0977.an estimated accuracy of +/- 6 seconds.
 LA0977
 LA0977.The orthometric height was computed from unverified reset data.
 LA0977
 LA0977.The geoid height was determined by GEOID03.
 LA0977
 LA0977;                    North         East    Units  Estimated Accuracy
 LA0977;SPC IN E     -   609,960.      121,510.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0977.See file dsdata.txt to determine how the superseded data were derived.
 LA0977
 LA0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL340113(NAD 83)
 LA0977_MARKER: DD = SURVEY DISK
 LA0977_SETTING: 0 = UNSPECIFIED SETTING
 LA0977_STAMPING: HUN F 18
 LA0977_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0977
 LA0977  HISTORY     - Date     Condition        Report By
 LA0977  HISTORY     - UNK      MONUMENTED       INHD
 LA0977  HISTORY     - 1964     GOOD             NGS
 LA0977
 LA0977                          STATION DESCRIPTION
 LA0977
 LA0977'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA2184 ***********************************************************************
 LA2184  DESIGNATION -  HUNT
 LA2184  PID         -  LA2184
 LA2184  STATE/COUNTY-  IN/WABASH
 LA2184  USGS QUAD   -  SERVIA (1994)
 LA2184
 LA2184                         *CURRENT SURVEY CONTROL
 LA2184  ___________________________________________________________________
 LA2184* NAD 83(1997)-  40 54 52.73780(N)    085 38 30.65073(W)     ADJUSTED  
 LA2184* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 LA2184  ___________________________________________________________________
 LA2184  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 LA2184  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 LA2184
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2184
 LA2184.The geoid height was determined by GEOID03.
 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     -   0.99996535  x   0.99996672  =   0.99993207
 LA2184!UTM  16      -   0.99996535  x   0.99976100  =   0.99972636
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2184.See file dsdata.txt to determine how the superseded data were derived.
 LA2184
 LA2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1437130170(NAD 83)
 LA2184_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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.  IT IS 52
 LA2184'FEET SOUTHEAST OF A T-INTERSECTION OF A GRAVEL ROAD SOUTH AND STATE
 LA2184'HIGHWAY 16, 41 FEET SOUTH OF CENTER
 LA2184'OF HIGHWAY 16, 33 FEET EAST OF CENTER OF A GRAVEL
 LA2184'ROAD AND 20 FEET SOUTH OF A WHITE WITNESS POST.  THE
 LA2184'MARK PROJECTS ABOUT 8 INCHES AND
 LA2184'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
 LA2184'HIGHWAY 16 AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS ABOUT
 LA2184'8 INCHES AND THE DISK IS STAMPED HUNT
 LA2184'NO 1 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
 LA2184'OF T-INTERSECTION OF A GRAVEL ROAD SOUTH AND STATE HIGHWAY 16 AND 23
 LA2184'FEET NORTH OF CENTER OF HIGHWAY 16.
 LA2184'THE MARK IS AN 8 BY 8 INCH CONCRETE POST WHICH
 LA2184'PROJECTS ABOUT 4 INCHES AND THE DISK IS A STANDARD USC
 LA2184'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
 LA2184'FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE
 LA2184'MARK PROJECTS ABOUT 4 INCHES AND THE
 LA2184'DISK 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
 LA2184'A BLACKTOP ROAD FOR 5.1 MILES TO THE JUNCTION OF STATE HIGHWAY 16,
 LA2184'TURN RIGHT AND GO EAST ON
 LA2184'HIGHWAY 16 FOR 4.9 MILES TO STATION ON RIGHT OR SOUTH OF HIGHWAY
 LA2184'AS DESCRIBED.
 LA2184'
 LA2184'TO REACH AZIMUTH MARK FROM STATION, GO NORTH ON A GRAVEL ROAD FOR
 LA2184'0.25 MILE TO AZIMUTH MARK
 LA2184'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.
 LA2184'
 LA2184'THE 1948 DESCRIPTION AND TO REACH ARE ADEQUATE TO RECOVER STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0581 ***********************************************************************
 JA0581  DESIGNATION -  HUNTINGBURG
 JA0581  PID         -  JA0581
 JA0581  STATE/COUNTY-  IN/DUBOIS
 JA0581  USGS QUAD   -  HUNTINGBURG (1990)
 JA0581
 JA0581                         *CURRENT SURVEY CONTROL
 JA0581  ___________________________________________________________________
 JA0581* NAD 83(1986)-  38 17 55.     (N)    086 57 00.     (W)     SCALED    
 JA0581* NAVD 88     -       145.742  (meters)     478.16   (feet)  ADJUSTED  
 JA0581  ___________________________________________________________________
 JA0581  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JA0581  DYNAMIC HT  -         145.644 (meters)     477.83  (feet)  COMP
 JA0581  MODELED GRAV-     979,955.8   (mgal)                       NAVD 88
 JA0581
 JA0581  VERT ORDER  -  FIRST     CLASS II
 JA0581
 JA0581.The horizontal coordinates were scaled from a topographic map and have
 JA0581.an estimated accuracy of +/- 6 seconds.
 JA0581
 JA0581.The orthometric height was determined by differential leveling
 JA0581.and adjusted by the National Geodetic Survey in June 1991..
 JA0581
 JA0581.The geoid height was determined by GEOID03.
 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     -   338,650.      911,660.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0581.See file dsdata.txt to determine how the superseded data were derived.
 JA0581
 JA0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH043389(NAD 83)
 JA0581_MARKER: DB = BENCH MARK DISK
 JA0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0581_STAMPING: HUNTINGBURG 1934
 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             NGS
 JA0581  HISTORY     - 1965     GOOD             NGS
 JA0581
 JA0581                          STATION DESCRIPTION
 JA0581
 JA0581'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1965
 JA0581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0582 ***********************************************************************
 JA0582  DESIGNATION -  HUNTINGBURG
 JA0582  PID         -  JA0582
 JA0582  STATE/COUNTY-  IN/DUBOIS
 JA0582  USGS QUAD   -  HUNTINGBURG (1990)
 JA0582
 JA0582                         *CURRENT SURVEY CONTROL
 JA0582  ___________________________________________________________________
 JA0582* NAD 83(1997)-  38 17 51.44897(N)    086 57 37.35463(W)     ADJUSTED  
 JA0582* NAVD 88     -       179.139  (meters)     587.73   (feet)  ADJUSTED  
 JA0582  ___________________________________________________________________
 JA0582  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 JA0582  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 JA0582  DYNAMIC HT  -         179.020 (meters)     587.33  (feet)  COMP
 JA0582  MODELED GRAV-     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
 JA0582.and adjusted by the National Geodetic Survey in June 1991..
 JA0582
 JA0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0582
 JA0582.The geoid height was determined by GEOID03.
 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;                    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     -   0.99997694  x   0.99996809  =   0.99994503
 JA0582!UTM  16      -   0.99997694  x   0.99960015  =   0.99957710
 JA0582
 JA0582:                Primary Azimuth Mark                     Grid Az
 JA0582:SPC IN W     -  HUNTINGBURG MUN WATER CO STACK           081 45 50.4
 JA0582:UTM  16      -  HUNTINGBURG MUN WATER CO STACK           081 48 56.3
 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
 JA0582.Superseded values are not recommended for survey control.
 JA0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0582.See file dsdata.txt to determine how the superseded data were derived.
 JA0582
 JA0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0346538839(NAD 83)
 JA0582_MARKER: DB = BENCH MARK DISK
 JA0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0582_SP_SET: 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             NGS
 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
 JA0582'SUPPLY TANKS, ABOUT 0.25 MILE NORTHWEST FROM THE POST
 JA0582'OFFICE.  THE STATION MARK IS
 JA0582'19.65 METERS NORTH-NORTHEAST FROM THE
 JA0582'STANDPIPE, 31.05 METERS NORTHEAST FROM THE
 JA0582'WATER TANK AND 6 FEET
 JA0582'NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 8 INCHES
 JA0582'AND THE DISK IS
 JA0582'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
 JA0582'STATION, IN A FENCELINE.  THE MARK PROJECTS 6 INCHES AND
 JA0582'THE DISK IS STAMPED
 JA0582'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
 JA0582'FEET SOUTH OF THE EDGE OF THE STANDPIPE.  THE MARK
 JA0582'PROJECTS 8 INCHES AND THE DISK
 JA0582'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
 JA0582'THE POST OFFICE IN HUNTINGBURG.  IT IS 34 FEET EAST
 JA0582'OF THE CENTERLINE OF THE HIGHWAY,
 JA0582'31 FEET SOUTH OF A GRAVEL ROAD AND
 JA0582'2 FEET NORTH OF A WHITE WITNESS POST, ACROSS THE
 JA0582'HIGHWAY FROM THE
 JA0582'SOUTH END OF A CEMETERY.  THE MARK PROJECTS 8 INCHES AND THE DISK
 JA0582'IS STAMPED
 JA0582'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 NATIONAL 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 = OCTOBER  6, 2006
 JA1856 ***********************************************************************
 JA1856  DESIGNATION -  HUNTINGBURG AIRPORT BEACON 19
 JA1856  PID         -  JA1856
 JA1856  STATE/COUNTY-  IN/DUBOIS
 JA1856  USGS QUAD   -  DALE (1980)
 JA1856
 JA1856                         *CURRENT SURVEY CONTROL
 JA1856  ___________________________________________________________________
 JA1856* NAD 83(1997)-  38 14 51.09990(N)    086 57 05.59541(W)     ADJUSTED  
 JA1856* NAVD 88     -       161.     (meters)     528.     (feet)  SCALED    
 JA1856  ___________________________________________________________________
 JA1856  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 JA1856  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JA1856
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1856
 JA1856.The geoid height was determined by GEOID03.
 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  =   0.99994810
 JA1856!UTM  16      -   0.99997980  x   0.99960022  =   0.99958002
 JA1856
 JA1856                          SUPERSEDED SURVEY CONTROL
 JA1856
 JA1856  NAD 83(1993)-  38 14 51.10351(N)    086 57 05.59700(W) AD(       ) 4
 JA1856  NAD 83(1986)-  38 14 51.10863(N)    086 57 05.59920(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1856.See file dsdata.txt to determine how the superseded data were derived.
 JA1856
 JA1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0423933280(NAD 83)
 JA1856_MARKER: 21 = AIRPORT BEACON
 JA1856
 JA1856  HISTORY     - Date     Condition        Report By
 JA1856  HISTORY     - 1946     FIRST OBSERVED   CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1876 ***********************************************************************
 JA1876  DESIGNATION -  HUNTINGBURG MUN WATER CO STACK
 JA1876  PID         -  JA1876
 JA1876  STATE/COUNTY-  IN/DUBOIS
 JA1876  USGS QUAD   -  HUNTINGBURG (1990)
 JA1876
 JA1876                         *CURRENT SURVEY CONTROL
 JA1876  ___________________________________________________________________
 JA1876* NAD 83(1997)-  38 17 54.81039(N)    086 57 07.59711(W)     ADJUSTED  
 JA1876* NAVD 88     -                                                        
 JA1876  ___________________________________________________________________
 JA1876  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 JA1876  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JA1876
 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
 JA1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1876
 JA1876.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1876
 JA1876  NAD 83(1993)-  38 17 54.81469(N)    086 57 07.59920(W) AD(       ) 4
 JA1876  NAD 83(1986)-  38 17 54.81792(N)    086 57 07.59997(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1876.See file dsdata.txt to determine how the superseded data were derived.
 JA1876
 JA1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0418738943(NAD 83)
 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 = OCTOBER  6, 2006
 JA1877 ***********************************************************************
 JA1877  DESIGNATION -  HUNTINGBURG MUNICIPAL TANK
 JA1877  PID         -  JA1877
 JA1877  STATE/COUNTY-  IN/DUBOIS
 JA1877  USGS QUAD   -  HUNTINGBURG (1990)
 JA1877
 JA1877                         *CURRENT SURVEY CONTROL
 JA1877  ___________________________________________________________________
 JA1877* NAD 83(1997)-  38 17 50.96286(N)    086 57 38.47366(W)     ADJUSTED  
 JA1877* NAVD 88     -                                                        
 JA1877  ___________________________________________________________________
 JA1877  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 JA1877  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 JA1877
 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
 JA1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1877
 JA1877.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1877
 JA1877  NAD 83(1993)-  38 17 50.96721(N)    086 57 38.47539(W) AD(       ) 4
 JA1877  NAD 83(1986)-  38 17 50.96962(N)    086 57 38.47599(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1877.See file dsdata.txt to determine how the superseded data were derived.
 JA1877
 JA1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0343838824(NAD 83)
 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 = OCTOBER  6, 2006
 JA1878 ***********************************************************************
 JA1878  DESIGNATION -  HUNTINGBURG MUNICIPAL SPIPE
 JA1878  PID         -  JA1878
 JA1878  STATE/COUNTY-  IN/DUBOIS
 JA1878  USGS QUAD   -  HUNTINGBURG (1990)
 JA1878
 JA1878                         *CURRENT SURVEY CONTROL
 JA1878  ___________________________________________________________________
 JA1878* NAD 83(1997)-  38 17 50.97092(N)    086 57 37.88934(W)     ADJUSTED  
 JA1878* NAVD 88     -                                                        
 JA1878  ___________________________________________________________________
 JA1878  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 JA1878  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 JA1878
 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
 JA1878.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1878
 JA1878.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1878
 JA1878  NAD 83(1993)-  38 17 50.97526(N)    086 57 37.89107(W) AD(       ) 4
 JA1878  NAD 83(1986)-  38 17 50.97842(N)    086 57 37.89219(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1878.See file dsdata.txt to determine how the superseded data were derived.
 JA1878
 JA1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0345238824(NAD 83)
 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 = OCTOBER  6, 2006
 JA0584 ***********************************************************************
 JA0584  DESIGNATION -  HUNTINGBURG RM 1
 JA0584  PID         -  JA0584
 JA0584  STATE/COUNTY-  IN/DUBOIS
 JA0584  USGS QUAD   -  HUNTINGBURG (1990)
 JA0584
 JA0584                         *CURRENT SURVEY CONTROL
 JA0584  ___________________________________________________________________
 JA0584* NAD 83(1986)-  38 17 51.     (N)    086 57 37.     (W)     SCALED    
 JA0584* NAVD 88     -       175.208  (meters)     574.83   (feet)  ADJUSTED  
 JA0584  ___________________________________________________________________
 JA0584  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 JA0584  DYNAMIC HT  -         175.091 (meters)     574.44  (feet)  COMP
 JA0584  MODELED GRAV-     979,956.5   (mgal)                       NAVD 88
 JA0584
 JA0584  VERT ORDER  -  FIRST     CLASS II
 JA0584
 JA0584.The horizontal coordinates were scaled from a topographic map and have
 JA0584.an estimated accuracy of +/- 6 seconds.
 JA0584
 JA0584.The orthometric height was determined by differential leveling
 JA0584.and adjusted by the National Geodetic Survey in June 1991..
 JA0584
 JA0584.The geoid height was determined by GEOID03.
 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     -   338,520.      910,760.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0584.See file dsdata.txt to determine how the superseded data were derived.
 JA0584
 JA0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH034388(NAD 83)
 JA0584_MARKER: DR = REFERENCE MARK DISK
 JA0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0584_STAMPING: HUNTINGBURG NO 1 1946
 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             NGS
 JA0584
 JA0584                          STATION DESCRIPTION
 JA0584
 JA0584'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0583 ***********************************************************************
 JA0583  DESIGNATION -  HUNTINGBURG RM 2
 JA0583  PID         -  JA0583
 JA0583  STATE/COUNTY-  IN/DUBOIS
 JA0583  USGS QUAD   -  HUNTINGBURG (1990)
 JA0583
 JA0583                         *CURRENT SURVEY CONTROL
 JA0583  ___________________________________________________________________
 JA0583* NAD 83(1986)-  38 17 51.     (N)    086 57 37.     (W)     SCALED    
 JA0583* NAVD 88     -       179.370  (meters)     588.48   (feet)  ADJUSTED  
 JA0583  ___________________________________________________________________
 JA0583  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 JA0583  DYNAMIC HT  -         179.250 (meters)     588.09  (feet)  COMP
 JA0583  MODELED GRAV-     979,956.5   (mgal)                       NAVD 88
 JA0583
 JA0583  VERT ORDER  -  FIRST     CLASS II
 JA0583
 JA0583.The horizontal coordinates were scaled from a topographic map and have
 JA0583.an estimated accuracy of +/- 6 seconds.
 JA0583
 JA0583.The orthometric height was determined by differential leveling
 JA0583.and adjusted by the National Geodetic Survey in June 1991..
 JA0583
 JA0583.The geoid height was determined by GEOID03.
 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     -   338,520.      910,760.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0583.See file dsdata.txt to determine how the superseded data were derived.
 JA0583
 JA0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH034388(NAD 83)
 JA0583_MARKER: DR = REFERENCE MARK DISK
 JA0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0583_STAMPING: HUNTINGBURG NO 2 1946
 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             NGS
 JA0583
 JA0583                          STATION DESCRIPTION
 JA0583
 JA0583'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1875 ***********************************************************************
 JA1875  DESIGNATION -  HUNTINGBURG SALEM EVAN REF CH
 JA1875  PID         -  JA1875
 JA1875  STATE/COUNTY-  IN/DUBOIS
 JA1875  USGS QUAD   -  HUNTINGBURG (1990)
 JA1875
 JA1875                         *CURRENT SURVEY CONTROL
 JA1875  ___________________________________________________________________
 JA1875* NAD 83(1997)-  38 17 46.41529(N)    086 57 30.82928(W)     ADJUSTED  
 JA1875* NAVD 88     -                                                        
 JA1875  ___________________________________________________________________
 JA1875  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 JA1875  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 JA1875
 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
 JA1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1875
 JA1875.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1875
 JA1875  NAD 83(1993)-  38 17 46.41969(N)    086 57 30.83114(W) AD(       ) 4
 JA1875  NAD 83(1986)-  38 17 46.42286(N)    086 57 30.83204(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1875.See file dsdata.txt to determine how the superseded data were derived.
 JA1875
 JA1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0362338684(NAD 83)
 JA1875_MARKER: 90 = CHURCH SPIRE
 JA1875
 JA1875  HISTORY     - Date     Condition        Report By
 JA1875  HISTORY     - 1946     FIRST OBSERVED   CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1880 ***********************************************************************
 JA1880  DESIGNATION -  HUNTINGBURG ST MARYS CATH CH
 JA1880  PID         -  JA1880
 JA1880  STATE/COUNTY-  IN/DUBOIS
 JA1880  USGS QUAD   -  HUNTINGBURG (1990)
 JA1880
 JA1880                         *CURRENT SURVEY CONTROL
 JA1880  ___________________________________________________________________
 JA1880* NAD 83(1997)-  38 17 44.30105(N)    086 56 58.06929(W)     ADJUSTED  
 JA1880* NAVD 88     -                                                        
 JA1880  ___________________________________________________________________
 JA1880  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 JA1880  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JA1880
 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
 JA1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1880
 JA1880.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1880
 JA1880  NAD 83(1993)-  38 17 44.30544(N)    086 56 58.07131(W) AD(       ) 4
 JA1880  NAD 83(1986)-  38 17 44.30861(N)    086 56 58.07213(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1880.See file dsdata.txt to determine how the superseded data were derived.
 JA1880
 JA1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0441938619(NAD 83)
 JA1880_MARKER: 90 = CHURCH SPIRE
 JA1880
 JA1880  HISTORY     - Date     Condition        Report By
 JA1880  HISTORY     - 1946     FIRST OBSERVED   CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2170 ***********************************************************************
 LA2170  DESIGNATION -  HUNTINGTON
 LA2170  PID         -  LA2170
 LA2170  STATE/COUNTY-  IN/HUNTINGTON
 LA2170  USGS QUAD   -  BIPPUS (1972)
 LA2170
 LA2170                         *CURRENT SURVEY CONTROL
 LA2170  ___________________________________________________________________
 LA2170* NAD 83(1997)-  40 53 16.42083(N)    085 30 32.30872(W)     ADJUSTED  
 LA2170* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 LA2170  ___________________________________________________________________
 LA2170  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 LA2170  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 LA2170
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2170
 LA2170.The geoid height was determined by GEOID03.
 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     -   0.99996644  x   0.99996884  =   0.99993528
 LA2170!UTM  16      -   0.99996644  x   0.99979420  =   0.99976064
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2170.See file dsdata.txt to determine how the superseded data were derived.
 LA2170
 LA2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2561227382(NAD 83)
 LA2170_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2170
 LA2170  HISTORY     - Date     Condition        Report By
 LA2170  HISTORY     - 1948     MONUMENTED       CGS
 LA2170  HISTORY     - 1961     SEE DESCRIPTION  FAS
 LA2170  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LA2170  HISTORY     - 1964     SEE DESCRIPTION  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.  IT IS
 LA2170'46 FEET SOUTH OF A
 LA2170'POWER LINE POLE, 37 FEET SOUTH OF THE INTERSECTION OF FLAXMILL ROAD
 LA2170'AND POLK STREET EXTENDED, 30 FEET
 LA2170'SOUTHEAST OF THE CENTER OF FLAXMILL ROAD AND 29 FEET NORTHEAST
 LA2170'OF A FENCE CORNER AND A WHITE WITNESS POST.  THE
 LA2170'MARK IS 12 INCHES BELOW THE SURFACE
 LA2170'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
 LA2170'FLAXMILL ROAD, 11 FEET SOUTHWEST OF THE CENTER OF AN ALLEY AND 1 FOOT
 LA2170'SOUTH OF A POWER LINE POLE.  THE
 LA2170'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HUNTINGTON
 LA2170'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
 LA2170'CORNER OF A FRAME HOUSE, 16 FEET SOUTHWEST OF THE CENTER OF AN
 LA2170'ENTRANCE DRIVE AND 1 FOOT NORTH OF A
 LA2170'TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LA2170'STAMPED HUNTINGTON NO 2 1948.
 LA2170'
 LA2170'THE AZIMUTH MARK IS 0.15 MILE NORTHEST OF THE STATION AT THE
 LA2170'INTERSECTION OF OAK STREET
 LA2170'AND EDITH BOULEVARD.  IT IS 17 FEET EAST OF THE CENTER OF OAK STREET
 LA2170'AND 14 FEET SOUTH OF THE CENTER OF
 LA2170'THE CENTER OF EDITH BOULEVARD.  THE DISK IS SET FLUSH IN A DRILL HOLE
 LA2170'IN A CONCRETE CURB AT THE SOUTHEAST CORNER OF THE
 LA2170'INTERSECTION AND IS 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
 LA2170'IS NO LONGER VISIBLE FROM THE
 LA2170'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 BELOW PRESENT
 LA2170'SURFACE.
 LA2170'
 LA2170'RM 1 AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LA2170'
 LA2170'RM 2 WAS MOVED AND LIFTED OUT OF GROUND - PROBABLY WAS HIT BY A
 LA2170'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
 LA2170'RECOVERED IN POOR CONDITION.  A NEW REFERENCE MARK NO. 3 WAS
 LA2170'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
 LA2170'LANE AND FLAXMILL ROAD, IN THE NW CORNER OF MR. ROBERT L. HENNS LAWN,
 LA2170'89 FEET N OF THE NW CORNER OF MR.
 LA2170'HENNS NEW BRICK HOUSE, 37 FEET SE OF THE INTERSECTION OF
 LA2170'ORCHARD LANE AND FLAXMILL ROAD AND 30 FEET
 LA2170'SSE OF THE APPROXIMATE CENTERLINE OF
 LA2170'FLAXMILL ROAD.  THE MONUMENT IS ABOUT 6 INCHES BELOW THE
 LA2170'SURFACE OF THE GROUND AND THE DISK
 LA2170'IS STAMPED HUNTINGTON 1948.
 LA2170'
 LA2170'R.M. NO. 1 IS 48.994 METERS NORTHEAST OF THE STATION, IN THE SE
 LA2170'CORNER OF THE LAWN OF
 LA2170'HOUSE NO. 580, NEAR THE WEST EDGE OF AN ALLEY AND 17 FEET NORTH OF
 LA2170'THE APPROXIMATE CENTERLINE
 LA2170'OF FLAXMILL ROAD.  THE MONUMENT PROJECTS ABOUT 3 INCHES AND THE
 LA2170'DISK IS STAMPED HUNTINGTON NO 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
 LA2170'ORCHARD LANE.  THE DISK IS SET IN A DRILL HOLE IN THE CURB AND IS
 LA2170'STAMPED HUNTINGTON NO 3 1964.  THE
 LA2170'DATE IS IN ERROR AND SHOULD HAVE BEEN 1948.
 LA2170'
 LA2170'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED IN THE ORIGINAL
 LA2170'DESCRIPTION AND IS
 LA2170'ADEQUATELY DESCRIBED, HOWEVER, IT IS NO LONGER VISIBLE FROM THE
 LA2170'GROUND DUE TO NEW HOUSES IN
 LA2170'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 = OCTOBER  6, 2006
 LA2049 ***********************************************************************
 LA2049  DESIGNATION -  HUNTINGTON ASBESTOS MFG CO STK
 LA2049  PID         -  LA2049
 LA2049  STATE/COUNTY-  IN/HUNTINGTON
 LA2049  USGS QUAD   -  HUNTINGTON (1994)
 LA2049
 LA2049                         *CURRENT SURVEY CONTROL
 LA2049  ___________________________________________________________________
 LA2049* NAD 83(1997)-  40 53 13.24572(N)    085 28 29.74558(W)     ADJUSTED  
 LA2049* NAVD 88     -                                                        
 LA2049  ___________________________________________________________________
 LA2049  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 LA2049  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 LA2049
 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
 LA2049.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2049
 LA2049.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2049
 LA2049  NAD 83(1995)-  40 53 13.24694(N)    085 28 29.75517(W) AD(       ) 4
 LA2049  NAD 83(1986)-  40 53 13.24796(N)    085 28 29.75932(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2049.See file dsdata.txt to determine how the superseded data were derived.
 LA2049
 LA2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2848227334(NAD 83)
 LA2049
 LA2049  HISTORY     - Date     Condition        Report By
 LA2049  HISTORY     - 1948     MONUMENTED       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 = OCTOBER  6, 2006
 LA2171 ***********************************************************************
 LA2171  DESIGNATION -  HUNTINGTON MUNICIPAL STANDPIPE
 LA2171  PID         -  LA2171
 LA2171  STATE/COUNTY-  IN/HUNTINGTON
 LA2171  USGS QUAD   -  BIPPUS (1972)
 LA2171
 LA2171                         *CURRENT SURVEY CONTROL
 LA2171  ___________________________________________________________________
 LA2171* NAD 83(1997)-  40 53 13.29474(N)    085 30 17.63907(W)     ADJUSTED  
 LA2171* NAVD 88     -                                                        
 LA2171  ___________________________________________________________________
 LA2171  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 LA2171  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 LA2171
 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
 LA2171.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2171
 LA2171.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2171
 LA2171  NAD 83(1995)-  40 53 13.29619(N)    085 30 17.64873(W) AD(       ) 4
 LA2171  NAD 83(1986)-  40 53 13.29710(N)    085 30 17.65285(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2171.See file dsdata.txt to determine how the superseded data were derived.
 LA2171
 LA2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2595727292(NAD 83)
 LA2171
 LA2171  HISTORY     - Date     Condition        Report By
 LA2171  HISTORY     - 1948     MONUMENTED       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 = OCTOBER  6, 2006
 LA2047 ***********************************************************************
 LA2047  DESIGNATION -  HUNTINGTON PUB SER CO STACK
 LA2047  PID         -  LA2047
 LA2047  STATE/COUNTY-  IN/HUNTINGTON
 LA2047  USGS QUAD   -  HUNTINGTON (1994)
 LA2047
 LA2047                         *CURRENT SURVEY CONTROL
 LA2047  ___________________________________________________________________
 LA2047* NAD 83(1997)-  40 52 48.35472(N)    085 29 47.10393(W)     ADJUSTED  
 LA2047* NAVD 88     -                                                        
 LA2047  ___________________________________________________________________
 LA2047  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 LA2047  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 LA2047
 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
 LA2047.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2047
 LA2047.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2047
 LA2047  NAD 83(1995)-  40 52 48.35601(N)    085 29 47.11362(W) AD(       ) 4
 LA2047  NAD 83(1986)-  40 52 48.35696(N)    085 29 47.11763(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2047.See file dsdata.txt to determine how the superseded data were derived.
 LA2047
 LA2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2668526535(NAD 83)
 LA2047
 LA2047  HISTORY     - Date     Condition        Report By
 LA2047  HISTORY     - 1948     MONUMENTED       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 = OCTOBER  6, 2006
 LA2053 ***********************************************************************
 LA2053  DESIGNATION -  HUNTINGTON ST MARYS CATH DOME
 LA2053  PID         -  LA2053
 LA2053  STATE/COUNTY-  IN/HUNTINGTON
 LA2053  USGS QUAD   -  HUNTINGTON (1994)
 LA2053
 LA2053                         *CURRENT SURVEY CONTROL
 LA2053  ___________________________________________________________________
 LA2053* NAD 83(1997)-  40 53 08.50983(N)    085 29 53.54033(W)     ADJUSTED  
 LA2053* NAVD 88     -                                                        
 LA2053  ___________________________________________________________________
 LA2053  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 LA2053  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 LA2053
 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
 LA2053.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2053
 LA2053.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2053
 LA2053  NAD 83(1995)-  40 53 08.51122(N)    085 29 53.54998(W) AD(       ) 4
 LA2053  NAD 83(1986)-  40 53 08.51216(N)    085 29 53.55408(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2053.See file dsdata.txt to determine how the superseded data were derived.
 LA2053
 LA2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2652327154(NAD 83)
 LA2053
 LA2053  HISTORY     - Date     Condition        Report By
 LA2053  HISTORY     - 1948     MONUMENTED       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 = OCTOBER  6, 2006
 LA2052 ***********************************************************************
 LA2052  DESIGNATION -  HUNTINGTON ST PETER CH SPIRE
 LA2052  PID         -  LA2052
 LA2052  STATE/COUNTY-  IN/HUNTINGTON
 LA2052  USGS QUAD   -  HUNTINGTON (1994)
 LA2052
 LA2052                         *CURRENT SURVEY CONTROL
 LA2052  ___________________________________________________________________
 LA2052* NAD 83(1997)-  40 53 03.62578(N)    085 29 56.84310(W)     ADJUSTED  
 LA2052* NAVD 88     -                                                        
 LA2052  ___________________________________________________________________
 LA2052  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 LA2052  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 LA2052
 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
 LA2052.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2052
 LA2052.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2052
 LA2052  NAD 83(1995)-  40 53 03.62715(N)    085 29 56.85277(W) AD(       ) 4
 LA2052  NAD 83(1986)-  40 53 03.62809(N)    085 29 56.85685(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2052.See file dsdata.txt to determine how the superseded data were derived.
 LA2052
 LA2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2644927002(NAD 83)
 LA2052
 LA2052  HISTORY     - Date     Condition        Report By
 LA2052  HISTORY     - 1948     MONUMENTED       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 = OCTOBER  6, 2006
 ME2533 ***********************************************************************
 ME2533  CBN         -  This is a Cooperative Base Network Control Station.
 ME2533  DESIGNATION -  HURLBURT
 ME2533  PID         -  ME2533
 ME2533  STATE/COUNTY-  IN/PORTER
 ME2533  USGS QUAD   -  HEBRON (1972)
 ME2533
 ME2533                         *CURRENT SURVEY CONTROL
 ME2533  ___________________________________________________________________
 ME2533* NAD 83(1997)-  41 21 51.38626(N)    087 12 00.89003(W)     ADJUSTED  
 ME2533* NAVD 88     -       236.8    (meters)     777.     (feet)  GPS OBS   
 ME2533  ___________________________________________________________________
 ME2533  X           -     234,170.288 (meters)                     COMP
 ME2533  Y           -  -4,788,383.012 (meters)                     COMP
 ME2533  Z           -   4,193,004.886 (meters)                     COMP
 ME2533  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 ME2533  ELLIP HEIGHT-         203.13  (meters)          (04/10/98) GPS OBS
 ME2533  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 ME2533
 ME2533  HORZ ORDER  -  B
 ME2533  ELLP ORDER  -  FOURTH    CLASS I
 ME2533
 ME2533.The horizontal coordinates were established by GPS observations
 ME2533.and adjusted by the National Geodetic Survey in April 1998..
 ME2533
 ME2533.The orthometric height was determined by GPS observations and a
 ME2533.high-resolution geoid model.
 ME2533
 ME2533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME2533
 ME2533.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2533
 ME2533.The ellipsoidal height was determined by GPS observations
 ME2533.and is referenced to NAD 83.
 ME2533
 ME2533.The geoid height was determined by GEOID03.
 ME2533
 ME2533;                    North         East     Units Scale Factor Converg.
 ME2533;SPC IN W     -   679,018.773   890,218.108   MT  0.99996784   -0 04 38.1
 ME2533;SPC IN W     - 2,227,747.42  2,920,657.24   sFT  0.99996784   -0 04 38.1
 ME2533;UTM  16      - 4,579,215.551   483,251.959   MT  0.99960345   -0 07 56.4
 ME2533
 ME2533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2533!SPC IN W     -   0.99996814  x   0.99996784  =   0.99993598
 ME2533!UTM  16      -   0.99996814  x   0.99960345  =   0.99957160
 ME2533
 ME2533:                Primary Azimuth Mark                     Grid Az
 ME2533:SPC IN W     -  HEINOLD ELEV CO GRAIN ELEVATOR           125 45 32.5
 ME2533:UTM  16      -  HEINOLD ELEV CO GRAIN ELEVATOR           125 48 50.8
 ME2533
 ME2533|---------------------------------------------------------------------|
 ME2533| PID    Reference Object                     Distance      Geod. Az  |
 ME2533|                                                           dddmmss.s |
 ME2533| ME2522 HEINOLD ELEV CO GRAIN ELEVATOR      APPROX. 8.9 KM 1254054.4 |
 ME2533| CM3706 HURLBURT AZ MK                                     1830449.1 |
 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(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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2533.See file dsdata.txt to determine how the superseded data were derived.
 ME2533
 ME2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8325279216(NAD 83)
 ME2533_MARKER: DS = TRIANGULATION STATION DISK
 ME2533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2533_STAMPING: HURLBURT 1952
 ME2533_MARK LOGO: CGS   
 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 - July 25, 1998
 ME2533
 ME2533  HISTORY     - Date     Condition        Report By
 ME2533  HISTORY     - 1952     MONUMENTED       CGS
 ME2533  HISTORY     - 19970805 GOOD             SEC
 ME2533  HISTORY     - 19980725 GOOD             WOOLPT
 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
 ME2533'PROPERTY OF MR. RUSSELL STEINHILBER.  IT IS 51 FEET EAST OF THE
 ME2533'CENTER OF STATE HIGHWAY 2, 28
 ME2533'FEET SOUTH OF THE CENTER OF A DRIVEWAY, 24 FEET SOUTHEAST OF A 24
 ME2533'INCH ASH TREE, 24 FEET EAST OF A WHITE
 ME2533'WITNESS POST AND 22 FEET EAST OF A FENCE.  THE
 ME2533'MARK IS FLUSH AND 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
 ME2533'TREE AND 1 FOOT EAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 ME2533'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
 ME2533'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED HURLBURT NO 2
 ME2533'1952.
 ME2533'
 ME2533'AZIMUTH MARK IS 30 FEET WEST OF THE CENTER OF STATE HIGHWAY 2, 3 FEET
 ME2533'SOUTH OF A WHITE WITNESS POST
 ME2533'AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 ME2533'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
 ME2533'IN HEBRON, GO NORTH ON HIGHWAY 2 FOR 2.7 MILES TO THE AZIMUTH MARK ON
 ME2533'THE LEFT, WEST, SIDE OF ROAD AS
 ME2533'DESCRIBED, CONTINUE NORTH ON HIGHWAY FOR 0.25 MILE TO A
 ME2533'FARM DRIVEWAY ON THE RIGHT AND THE STATION ON THE
 ME2533'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.  TO REACH THE
 ME2533'STATION FROM THE JUNCTION OF STATE ROAD 8 AND STATE ROAD 2 IN HEBRON,
 ME2533'GO NORTH ON STATE ROAD 2 FOR 3.2 MILES (5.1 KM) TO THE DRIVEWAY OF
 ME2533'RUSSELL STEINHLBER.  THE STATION IS 9.15 METERS (30.02 FT) SOUTH OF
 ME2533'THE CENTERLINE OF A 3.50 METER (11.48 FT) ASPHALT DRIVEWAY AND 15.65
 ME2533'METERS (51.35 FT) EAST OF THE CENTERLINE OF STATE ROAD 2 ON THE
 ME2533'PROPERTY OF RUSSEL STEINHLBER, 483 SOUTH STATE ROAD 2, HEBRON IN
 ME2533'46341, PHONE 219-996-6344.  THE STATION IS SET IN THE TOP OF A SQUARE
 ME2533'CONCRETE MONUMENT FLUSH WITH GROUND, AZIMUTH 127 DEGREES 54.86 METERS
 ME2533'(179.99 FT) TO THE SOUTHWEST CORNER OF BARN, AZIMUTH 105 DEGREES 46.07
 ME2533'METERS (151.15 FT) TO THE NORTHWEST CORNER OF BARN, AZIMUTH 45 DEGREES
 ME2533'41.64 METERS (136.61 FT) TO THE SOUTHWEST CORNER OF THE 1-STORY
 ME2533'ADDITION TO THE STEINHLBER 2-STORY HOUSE, AZIMUTH 348 DEGREES 29.26
 ME2533'METERS (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.  WOOLPERT LLP 1998 (JCB).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1729 ***********************************************************************
 JA1729  DESIGNATION -  HURSTOWN
 JA1729  PID         -  JA1729
 JA1729  STATE/COUNTY-  IN/HARRISON
 JA1729  USGS QUAD   -  CRANDALL (1994)
 JA1729
 JA1729                         *CURRENT SURVEY CONTROL
 JA1729  ___________________________________________________________________
 JA1729* NAD 83(1997)-  38 16 11.12349(N)    086 06 41.21036(W)     ADJUSTED  
 JA1729* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 JA1729  ___________________________________________________________________
 JA1729  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 JA1729  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 JA1729
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1729
 JA1729.The geoid height was determined by GEOID03.
 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     -   0.99997307  x   0.99998532  =   0.99995839
 JA1729!UTM  16      -   0.99997307  x   0.99967440  =   0.99964748
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1729.See file dsdata.txt to determine how the superseded data were derived.
 JA1729
 JA1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7772736119(NAD 83)
 JA1729_MARKER: DS = TRIANGULATION STATION DISK
 JA1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1729
 JA1729  HISTORY     - Date     Condition        Report By
 JA1729  HISTORY     - 1947     MONUMENTED       CGS
 JA1729  HISTORY     - 1948     MARK NOT FOUND   INHD
 JA1729
 JA1729                          STATION DESCRIPTION
 JA1729
 JA1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (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 = OCTOBER  6, 2006
 HZ2062 ***********************************************************************
 HZ2062  DESIGNATION -  HUTCHINSON
 HZ2062  PID         -  HZ2062
 HZ2062  STATE/COUNTY-  IN/JEFFERSON
 HZ2062  USGS QUAD   -  CLIFTY FALLS (1992)
 HZ2062
 HZ2062                         *CURRENT SURVEY CONTROL
 HZ2062  ___________________________________________________________________
 HZ2062* NAD 83(1997)-  38 47 03.38325(N)    085 23 14.20214(W)     ADJUSTED  
 HZ2062* NAVD 88     -       278.37   (+/-2cm)     913.3    (feet)  VERTCON   
 HZ2062  ___________________________________________________________________
 HZ2062  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 HZ2062  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 HZ2062
 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.The vertical order pertains to the NGVD 29 superseded value.
 HZ2062
 HZ2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2062
 HZ2062.The geoid height was determined by GEOID03.
 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  =   0.99993556
 HZ2062!SPC KY1Z     -   0.99996164  x   1.00003047  =   0.99999211
 HZ2062!SPC KY N     -   0.99996164  x   0.99997735  =   0.99993899
 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|---------------------------------------------------------------------|
 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 (07/19/86)  278.52   (m)          913.8    (f) LEVELING    3  
 HZ2062
 HZ2062.Superseded values are not recommended for survey control.
 HZ2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2062.See file dsdata.txt to determine how the superseded data were derived.
 HZ2062
 HZ2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4007594073(NAD 83)
 HZ2062_MARKER: DS = TRIANGULATION STATION DISK
 HZ2062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2062_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 = OCTOBER  6, 2006
 ME0580 ***********************************************************************
 ME0580  DESIGNATION -  HUTTON
 ME0580  PID         -  ME0580
 ME0580  STATE/COUNTY-  IN/PORTER
 ME0580  USGS QUAD   -  WANATAH (1972)
 ME0580
 ME0580                         *CURRENT SURVEY CONTROL
 ME0580  ___________________________________________________________________
 ME0580* NAD 83(1997)-  41 26 38.25053(N)    086 59 34.84633(W)     ADJUSTED  
 ME0580* NAVD 88     -       231.066  (meters)     758.09   (feet)  ADJUSTED  
 ME0580  ___________________________________________________________________
 ME0580  X           -     251,180.651 (meters)                     COMP
 ME0580  Y           -  -4,781,655.204 (meters)                     COMP
 ME0580  Z           -   4,199,639.226 (meters)                     COMP
 ME0580  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 ME0580  ELLIP HEIGHT-         197.30  (meters)          (03/12/99) GPS OBS
 ME0580  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0580  DYNAMIC HT  -         230.973 (meters)     757.78  (feet)  COMP
 ME0580  MODELED GRAV-     980,214.9   (mgal)                       NAVD 88
 ME0580
 ME0580  HORZ ORDER  -  B
 ME0580  VERT ORDER  -  FIRST     CLASS I
 ME0580  ELLP ORDER  -  SECOND    CLASS II
 ME0580
 ME0580.The horizontal coordinates were established by GPS observations
 ME0580.and adjusted by the National Geodetic Survey in March 1999..
 ME0580
 ME0580.The orthometric height was determined by differential leveling
 ME0580.and adjusted by the National Geodetic Survey in June 1991..
 ME0580
 ME0580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME0580
 ME0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME0580
 ME0580.The ellipsoidal height was determined by GPS observations
 ME0580.and is referenced to NAD 83.
 ME0580
 ME0580.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 ME0580;SPC IN W     -   687,865.721   907,547.659   MT  0.99996737   +0 03 35.2
 ME0580;SPC IN W     - 2,256,772.79  2,977,512.61   sFT  0.99996737   +0 03 35.2
 ME0580;UTM  16      - 4,588,042.594   500,583.668   MT  0.99960000   +0 00 16.6
 ME0580
 ME0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME0580!SPC IN W     -   0.99996905  x   0.99996737  =   0.99993643
 ME0580!UTM  16      -   0.99996905  x   0.99960000  =   0.99956907
 ME0580
 ME0580:                Primary Azimuth Mark                     Grid Az
 ME0580:SPC IN W     -  HUTTON AZ MK                             096 03 15.9
 ME0580:UTM  16      -  HUTTON AZ MK                             096 06 34.5
 ME0580
 ME0580|---------------------------------------------------------------------|
 ME0580| PID    Reference Object                     Distance      Geod. Az  |
 ME0580|                                                           dddmmss.s |
 ME0580| ME0578 HUTTON AZ MK                                       0960651.1 |
 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 3035908.6 |
 ME0580|---------------------------------------------------------------------|
 ME0580
 ME0580                          SUPERSEDED SURVEY CONTROL
 ME0580
 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 (03/12/99)  231.08   (m)          758.1    (f) LEVELING    3  
 ME0580  NGVD 29 (01/19/93)  231.160  (m)          758.40   (f) ADJUSTED    1 1
 ME0580
 ME0580.Superseded values are not recommended for survey control.
 ME0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0580.See file dsdata.txt to determine how the superseded data were derived.
 ME0580
 ME0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0058488043(NAD 83)
 ME0580_MARKER: DS = TRIANGULATION STATION DISK
 ME0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0580_SP_SET: CONCRETE POST
 ME0580_STAMPING: HUTTON 1952
 ME0580_MARK LOGO: CGS   
 ME0580_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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 - July 25, 1998
 ME0580
 ME0580  HISTORY     - Date     Condition        Report By
 ME0580  HISTORY     - 1952     MONUMENTED       CGS
 ME0580  HISTORY     - 1968     GOOD             CGS
 ME0580  HISTORY     - 1968     GOOD             NGS
 ME0580  HISTORY     - 1978     GOOD             LOCSUR
 ME0580  HISTORY     - 19920906 GOOD             NGS
 ME0580  HISTORY     - 19980725 GOOD             WOOLPT
 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
 ME0580'IS 52 FEET NORTH OF THE NORTH RAIL OF THE PENNSYLVANIA RAILROAD
 ME0580'TRACKS, 38 FEET SOUTH OF THE CENTER
 ME0580'OF THE SOUTH LANE OF HIGHWAY 30, 6 FEET WEST OF A POWER
 ME0580'POLE AND 6 FEET WEST OF A WHITE WITNESS POST.
 ME0580'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
 ME0580'THE NORTH RAIL OF THE RAILROAD AND 26 FEET SOUTHEAST OF A POWER
 ME0580'POLE.  THE MARK PROJECTS ABOUT 2
 ME0580'INCHES AND 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
 ME0580'OF THE NORTH RAIL OF THE RAILROAD.  THE MARK PROJECTS ABOUT 2
 ME0580'INCHES AND THE DISK IS STAMPED
 ME0580'HUTTON NO 2 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
 ME0580'WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS
 ME0580'ABOUT 2 INCHES AND THE DISK IS
 ME0580'STAMPED HUTTON 1952.
 ME0580'
 ME0580'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 ME0580'HIGHWAY 49 IN THE SOUTHEAST
 ME0580'EDGE OF VALPARAISO, GO EAST ON HIGHWAY 30 FOR 2.6 MILES TO THE
 ME0580'STATION ON THE RIGHT AS DESCRIBED.
 ME0580'CONTINUE EAST ON THE HIGHWAY FOR 0.15 MILE TO THE AZIMUTH
 ME0580'MARK ON THE LEFT AS 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
 ME0580'GOOD CONDITION.  THE TO REACH
 ME0580'IS ADEQUATE.
 ME0580
 ME0580                          STATION RECOVERY (1968)
 ME0580
 ME0580'RECOVERY NOTE BY NATIONAL 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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1834 ***********************************************************************
 KA1834  DESIGNATION -  HUTTON
 KA1834  PID         -  KA1834
 KA1834  STATE/COUNTY-  IN/VIGO
 KA1834  USGS QUAD   -  PIMENTO (1986)
 KA1834
 KA1834                         *CURRENT SURVEY CONTROL
 KA1834  ___________________________________________________________________
 KA1834* NAD 83(1997)-  39 19 02.01196(N)    087 29 47.16032(W)     ADJUSTED  
 KA1834* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 KA1834  ___________________________________________________________________
 KA1834  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 KA1834  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KA1834
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1834
 KA1834.The geoid height was determined by GEOID03.
 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  =   0.99960161
 KA1834
 KA1834|---------------------------------------------------------------------|
 KA1834| PID    Reference Object                     Distance      Geod. Az  |
 KA1834|                                                           dddmmss.s |
 KA1834| KA1836 NO 135 INGS 1947                    370.112 METERS 00812     |
 KA1834| KA1835 TT 11 D USGS 1947                    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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1834.See file dsdata.txt to determine how the superseded data were derived.
 KA1834
 KA1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5720552098(NAD 83)
 KA1834_MARKER: DS = TRIANGULATION STATION DISK
 KA1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1834
 KA1834  HISTORY     - Date     Condition        Report By
 KA1834  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0578 ***********************************************************************
 ME0578  DESIGNATION -  HUTTON AZ MK
 ME0578  PID         -  ME0578
 ME0578  STATE/COUNTY-  IN/PORTER
 ME0578  USGS QUAD   -  WANATAH (1972)
 ME0578
 ME0578                         *CURRENT SURVEY CONTROL
 ME0578  ___________________________________________________________________
 ME0578* NAD 83(1986)-  41 26 37.     (N)    086 59 26.     (W)     SCALED    
 ME0578* NAVD 88     -       232.811  (meters)     763.81   (feet)  ADJUSTED  
 ME0578  ___________________________________________________________________
 ME0578  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0578  DYNAMIC HT  -         232.717 (meters)     763.51  (feet)  COMP
 ME0578  MODELED GRAV-     980,214.8   (mgal)                       NAVD 88
 ME0578
 ME0578  VERT ORDER  -  FIRST     CLASS I
 ME0578
 ME0578.The horizontal coordinates were scaled from a topographic map and have
 ME0578.an estimated accuracy of +/- 6 seconds.
 ME0578
 ME0578.The orthometric height was determined by differential leveling
 ME0578.and adjusted by the National Geodetic Survey in June 1991..
 ME0578
 ME0578.The geoid height was determined by GEOID03.
 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     -   687,830.      907,750.      MT  (+/- 180 meters Scaled)
 ME0578
 ME0578                          SUPERSEDED SURVEY CONTROL
 ME0578
 ME0578  NGVD 29 (01/19/93)  232.905  (m)          764.12   (f) ADJUSTED    1 1
 ME0578
 ME0578.Superseded values are not recommended for survey control.
 ME0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0578.See file dsdata.txt to determine how the superseded data were derived.
 ME0578
 ME0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL007880(NAD 83)
 ME0578_MARKER: DZ = AZIMUTH MARK DISK
 ME0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0578_SP_SET: CONCRETE POST
 ME0578_STAMPING: HUTTON 1952
 ME0578_MARK LOGO: CGS   
 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 - September 06, 1992
 ME0578
 ME0578  HISTORY     - Date     Condition        Report By
 ME0578  HISTORY     - 1952     MONUMENTED       CGS
 ME0578  HISTORY     - 1968     GOOD             NGS
 ME0578  HISTORY     - 1978     GOOD             LOCSUR
 ME0578  HISTORY     - 19920906 GOOD             NGS
 ME0578
 ME0578                          STATION DESCRIPTION
 ME0578
 ME0578'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0579 ***********************************************************************
 ME0579  DESIGNATION -  HUTTON RM 1
 ME0579  PID         -  ME0579
 ME0579  STATE/COUNTY-  IN/PORTER
 ME0579  USGS QUAD   -  WANATAH (1972)
 ME0579
 ME0579                         *CURRENT SURVEY CONTROL
 ME0579  ___________________________________________________________________
 ME0579* NAD 83(1986)-  41 26 38.     (N)    086 59 34.     (W)     SCALED    
 ME0579* NAVD 88     -       231.845  (meters)     760.64   (feet)  ADJUSTED  
 ME0579  ___________________________________________________________________
 ME0579  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0579  DYNAMIC HT  -         231.751 (meters)     760.34  (feet)  COMP
 ME0579  MODELED GRAV-     980,214.9   (mgal)                       NAVD 88
 ME0579
 ME0579  VERT ORDER  -  FIRST     CLASS I
 ME0579
 ME0579.The horizontal coordinates were scaled from a topographic map and have
 ME0579.an estimated accuracy of +/- 6 seconds.
 ME0579
 ME0579.The orthometric height was determined by differential leveling
 ME0579.and adjusted by the National Geodetic Survey in April 1995..
 ME0579
 ME0579.The geoid height was determined by GEOID03.
 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     -   687,860.      907,570.      MT  (+/- 180 meters Scaled)
 ME0579
 ME0579                          SUPERSEDED SURVEY CONTROL
 ME0579
 ME0579  NAVD 88 (06/15/91)  231.848  (m)          760.65   (f) UNKNOWN     1 1
 ME0579  NGVD 29 (01/19/93)  231.943  (m)          760.97   (f) ADJUSTED    1 1
 ME0579
 ME0579.Superseded values are not recommended for survey control.
 ME0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0579.See file dsdata.txt to determine how the superseded data were derived.
 ME0579
 ME0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL006880(NAD 83)
 ME0579_MARKER: DR = REFERENCE MARK DISK
 ME0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0579_SP_SET: CONCRETE POST
 ME0579_STAMPING: HUTTON NO 1 1952
 ME0579_MARK LOGO: CGS   
 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 - September 06, 1992
 ME0579
 ME0579  HISTORY     - Date     Condition        Report By
 ME0579  HISTORY     - 1952     MONUMENTED       CGS
 ME0579  HISTORY     - 1968     GOOD             NGS
 ME0579  HISTORY     - 1978     GOOD             LOCSUR
 ME0579  HISTORY     - 19920906 GOOD             NGS
 ME0579
 ME0579                          STATION DESCRIPTION
 ME0579
 ME0579'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0581 ***********************************************************************
 ME0581  DESIGNATION -  HUTTON RM 2
 ME0581  PID         -  ME0581
 ME0581  STATE/COUNTY-  IN/PORTER
 ME0581  USGS QUAD   -  WANATAH (1972)
 ME0581
 ME0581                         *CURRENT SURVEY CONTROL
 ME0581  ___________________________________________________________________
 ME0581* NAD 83(1986)-  41 26 37.     (N)    086 59 34.     (W)     SCALED    
 ME0581* NAVD 88     -       231.053  (meters)     758.05   (feet)  ADJUSTED  
 ME0581  ___________________________________________________________________
 ME0581  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0581  DYNAMIC HT  -         230.960 (meters)     757.74  (feet)  COMP
 ME0581  MODELED GRAV-     980,214.9   (mgal)                       NAVD 88
 ME0581
 ME0581  VERT ORDER  -  FIRST     CLASS I
 ME0581
 ME0581.The horizontal coordinates were scaled from a topographic map and have
 ME0581.an estimated accuracy of +/- 6 seconds.
 ME0581
 ME0581.The orthometric height was determined by differential leveling
 ME0581.and adjusted by the National Geodetic Survey in June 1991..
 ME0581
 ME0581.The geoid height was determined by GEOID03.
 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     -   687,830.      907,570.      MT  (+/- 180 meters Scaled)
 ME0581
 ME0581                          SUPERSEDED SURVEY CONTROL
 ME0581
 ME0581  NGVD 29 (01/19/93)  231.148  (m)          758.36   (f) ADJUSTED    1 1
 ME0581
 ME0581.Superseded values are not recommended for survey control.
 ME0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0581.See file dsdata.txt to determine how the superseded data were derived.
 ME0581
 ME0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL006880(NAD 83)
 ME0581_MARKER: DR = REFERENCE MARK DISK
 ME0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0581_SP_SET: CONCRETE POST
 ME0581_STAMPING: HUTTON NO 2 1952
 ME0581_MARK LOGO: CGS   
 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 - September 06, 1992
 ME0581
 ME0581  HISTORY     - Date     Condition        Report By
 ME0581  HISTORY     - 1952     MONUMENTED       CGS
 ME0581  HISTORY     - 1968     GOOD             NGS
 ME0581  HISTORY     - 1978     GOOD             LOCSUR
 ME0581  HISTORY     - 19920906 GOOD             NGS
 ME0581
 ME0581                          STATION DESCRIPTION
 ME0581
 ME0581'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1801 ***********************************************************************
 KA1801  DESIGNATION -  HYMERA
 KA1801  PID         -  KA1801
 KA1801  STATE/COUNTY-  IN/SULLIVAN
 KA1801  USGS QUAD   -  HYMERA (1986)
 KA1801
 KA1801                         *CURRENT SURVEY CONTROL
 KA1801  ___________________________________________________________________
 KA1801* NAD 83(1997)-  39 11 15.93868(N)    087 18 06.22953(W)     ADJUSTED  
 KA1801* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 KA1801  ___________________________________________________________________
 KA1801  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 KA1801  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KA1801
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1801
 KA1801.The geoid height was determined by GEOID03.
 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     -   0.99998000  x   0.99997105  =   0.99995105
 KA1801!UTM  16      -   0.99998000  x   0.99960836  =   0.99958837
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1801.See file dsdata.txt to determine how the superseded data were derived.
 KA1801
 KA1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7394237656(NAD 83)
 KA1801_MARKER: DS = TRIANGULATION STATION DISK
 KA1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ1812 ***********************************************************************
 JZ1812  DESIGNATION -  I 1
 JZ1812  PID         -  JZ1812
 JZ1812  STATE/COUNTY-  IN/DEARBORN
 JZ1812  USGS QUAD   -  SUNMAN (1994)
 JZ1812
 JZ1812                         *CURRENT SURVEY CONTROL
 JZ1812  ___________________________________________________________________
 JZ1812* NAD 83(1986)-  39 13 08.     (N)    085 02 47.     (W)     SCALED    
 JZ1812* NAVD 88     -       283.775  (meters)     931.02   (feet)  ADJUSTED  
 JZ1812  ___________________________________________________________________
 JZ1812  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ1812  DYNAMIC HT  -         283.596 (meters)     930.43  (feet)  COMP
 JZ1812  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 JZ1812
 JZ1812  VERT ORDER  -  FIRST     CLASS II
 JZ1812
 JZ1812.The horizontal coordinates were scaled from a topographic map and have
 JZ1812.an estimated accuracy of +/- 6 seconds.
 JZ1812
 JZ1812.The orthometric height was determined by differential leveling
 JZ1812.and adjusted by the National Geodetic Survey in June 1991..
 JZ1812
 JZ1812.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1812.See file dsdata.txt to determine how the superseded data were derived.
 JZ1812
 JZ1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ686428(NAD 83)
 JZ1812_MARKER: DB = BENCH MARK DISK
 JZ1812_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1812_SP_SET: BRIDGE
 JZ1812_STAMPING: I 1
 JZ1812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1812
 JZ1812  HISTORY     - Date     Condition        Report By
 JZ1812  HISTORY     - UNK      MONUMENTED       CGS
 JZ1812  HISTORY     - 1947     GOOD             NGS
 JZ1812  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ1812
 JZ1812                          STATION DESCRIPTION
 JZ1812
 JZ1812'DESCRIBED BY NATIONAL 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'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1044 ***********************************************************************
 MD1044  DESIGNATION -  I 8
 MD1044  PID         -  MD1044
 MD1044  STATE/COUNTY-  IN/KOSCIUSKO
 MD1044  USGS QUAD   -  WARSAW (1994)
 MD1044
 MD1044                         *CURRENT SURVEY CONTROL
 MD1044  ___________________________________________________________________
 MD1044* NAD 83(1986)-  41 14 21.     (N)    085 51 36.     (W)     SCALED    
 MD1044* NAVD 88     -       251.757  (meters)     825.97   (feet)  ADJUSTED  
 MD1044  ___________________________________________________________________
 MD1044  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 MD1044  DYNAMIC HT  -         251.650 (meters)     825.62  (feet)  COMP
 MD1044  MODELED GRAV-     980,192.5   (mgal)                       NAVD 88
 MD1044
 MD1044  VERT ORDER  -  FIRST     CLASS I
 MD1044
 MD1044.The horizontal coordinates were scaled from a topographic map and have
 MD1044.an estimated accuracy of +/- 6 seconds.
 MD1044
 MD1044.The orthometric height was determined by differential leveling
 MD1044.and adjusted by the National Geodetic Survey in June 1991..
 MD1044
 MD1044.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1044.See file dsdata.txt to determine how the superseded data were derived.
 MD1044
 MD1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL955659(NAD 83)
 MD1044_MARKER: DB = BENCH MARK DISK
 MD1044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1044_SP_SET: BUILDING
 MD1044_STAMPING: I 8 1946
 MD1044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1044
 MD1044  HISTORY     - Date     Condition        Report By
 MD1044  HISTORY     - 1946     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 = OCTOBER  6, 2006
 KA0646 ***********************************************************************
 KA0646  DESIGNATION -  I3
 KA0646  PID         -  KA0646
 KA0646  STATE/COUNTY-  IN/PUTNAM
 KA0646  USGS QUAD   -  REELSVILLE (1986)
 KA0646
 KA0646                         *CURRENT SURVEY CONTROL
 KA0646  ___________________________________________________________________
 KA0646* NAD 83(1986)-  39 37 08.     (N)    086 57 32.     (W)     SCALED    
 KA0646* NAVD 88     -       217.605  (meters)     713.93   (feet)  ADJUSTED  
 KA0646  ___________________________________________________________________
 KA0646  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KA0646  DYNAMIC HT  -         217.480 (meters)     713.52  (feet)  COMP
 KA0646  MODELED GRAV-     980,045.4   (mgal)                       NAVD 88
 KA0646
 KA0646  VERT ORDER  -  FIRST     CLASS II
 KA0646
 KA0646.The horizontal coordinates were scaled from a topographic map and have
 KA0646.an estimated accuracy of +/- 6 seconds.
 KA0646
 KA0646.The orthometric height was determined by differential leveling
 KA0646.and adjusted by the National Geodetic Survey in June 1991..
 KA0646
 KA0646.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0646.See file dsdata.txt to determine how the superseded data were derived.
 KA0646
 KA0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ035854(NAD 83)
 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     - UNK      MONUMENTED       CGS
 KA0646  HISTORY     - 1946     GOOD             NGS
 KA0646  HISTORY     - 1985     GOOD             NGS
 KA0646
 KA0646                          STATION DESCRIPTION
 KA0646
 KA0646'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1607 ***********************************************************************
 LA1607  DESIGNATION -  I5
 LA1607  PID         -  LA1607
 LA1607  STATE/COUNTY-  IN/GRANT
 LA1607  USGS QUAD   -  MARION (1992)
 LA1607
 LA1607                         *CURRENT SURVEY CONTROL
 LA1607  ___________________________________________________________________
 LA1607* NAD 83(1986)-  40 33 29.     (N)    085 39 33.     (W)     SCALED    
 LA1607* NAVD 88     -       248.387  (meters)     814.92   (feet)  ADJUSTED  
 LA1607  ___________________________________________________________________
 LA1607  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 LA1607  DYNAMIC HT  -         248.260 (meters)     814.50  (feet)  COMP
 LA1607  MODELED GRAV-     980,111.2   (mgal)                       NAVD 88
 LA1607
 LA1607  VERT ORDER  -  FIRST     CLASS II
 LA1607
 LA1607.The horizontal coordinates were scaled from a topographic map and have
 LA1607.an estimated accuracy of +/- 6 seconds.
 LA1607
 LA1607.The orthometric height was determined by differential leveling
 LA1607.and adjusted by the National Geodetic Survey in June 1991..
 LA1607
 LA1607.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1607.See file dsdata.txt to determine how the superseded data were derived.
 LA1607
 LA1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK135905(NAD 83)
 LA1607_MARKER: DB = BENCH MARK DISK
 LA1607_SETTING: 0 = UNSPECIFIED SETTING
 LA1607_STAMPING: ELEV 815.330 FT I 5
 LA1607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1607
 LA1607  HISTORY     - Date     Condition        Report By
 LA1607  HISTORY     - UNK      MONUMENTED       CGS
 LA1607  HISTORY     - 1946     POOR             NGS
 LA1607
 LA1607                          STATION DESCRIPTION
 LA1607
 LA1607'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1608 ***********************************************************************
 LA1608  DESIGNATION -  I5 RESET
 LA1608  PID         -  LA1608
 LA1608  STATE/COUNTY-  IN/GRANT
 LA1608  USGS QUAD   -  MARION (1992)
 LA1608
 LA1608                         *CURRENT SURVEY CONTROL
 LA1608  ___________________________________________________________________
 LA1608* NAD 83(1986)-  40 33 29.     (N)    085 39 33.     (W)     SCALED    
 LA1608* NAVD 88     -       247.76   (+/-2cm)     812.9    (feet)  VERTCON   
 LA1608  ___________________________________________________________________
 LA1608  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 LA1608
 LA1608  VERT ORDER  -  THIRD (See Below)
 LA1608
 LA1608.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 LA1608
 LA1608.The geoid height was determined by GEOID03.
 LA1608
 LA1608;                    North         East    Units  Estimated Accuracy
 LA1608;SPC IN E     -   589,480.      100,640.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1608.See file dsdata.txt to determine how the superseded data were derived.
 LA1608
 LA1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK135905(NAD 83)
 LA1608_MARKER: DB = BENCH MARK DISK
 LA1608_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1608_SP_SET: WALL
 LA1608_STAMPING: I 5 RESET 1962
 LA1608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1608
 LA1608  HISTORY     - Date     Condition        Report By
 LA1608  HISTORY     - 1962     MONUMENTED       USGS
 LA1608
 LA1608                          STATION DESCRIPTION
 LA1608
 LA1608'DESCRIBED BY US GEOLOGICAL 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 = OCTOBER  6, 2006
 ME0992 ***********************************************************************
 ME0992  DESIGNATION -  I6
 ME0992  PID         -  ME0992
 ME0992  STATE/COUNTY-  IN/LAKE
 ME0992  USGS QUAD   -  GARY (1991)
 ME0992
 ME0992                         *CURRENT SURVEY CONTROL
 ME0992  ___________________________________________________________________
 ME0992* NAD 83(1986)-  41 33 27.     (N)    087 17 40.     (W)     SCALED    
 ME0992* NAVD 88     -       190.368  (meters)     624.57   (feet)  ADJUSTED  
 ME0992  ___________________________________________________________________
 ME0992  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 ME0992  DYNAMIC HT  -         190.296 (meters)     624.33  (feet)  COMP
 ME0992  MODELED GRAV-     980,241.7   (mgal)                       NAVD 88
 ME0992
 ME0992  VERT ORDER  -  FIRST     CLASS II
 ME0992
 ME0992.The horizontal coordinates were scaled from a topographic map and have
 ME0992.an estimated accuracy of +/- 6 seconds.
 ME0992
 ME0992.The orthometric height was determined by differential leveling
 ME0992.and adjusted by the National Geodetic Survey in June 1991..
 ME0992
 ME0992.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0992.See file dsdata.txt to determine how the superseded data were derived.
 ME0992
 ME0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM754006(NAD 83)
 ME0992_MARKER: DB = BENCH MARK DISK
 ME0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0992_STAMPING: I 6 ELEV 624.897 FT
 ME0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0992+STABILITY: SURFACE MOTION
 ME0992
 ME0992  HISTORY     - Date     Condition        Report By
 ME0992  HISTORY     - UNK      MONUMENTED       CGS
 ME0992  HISTORY     - 1946     GOOD             NGS
 ME0992  HISTORY     - 1968     MARK NOT FOUND   NGS
 ME0992
 ME0992                          STATION DESCRIPTION
 ME0992
 ME0992'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1968
 ME0992'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2624 ***********************************************************************
 LB2624  DESIGNATION -  IDAVILLE
 LB2624  PID         -  LB2624
 LB2624  STATE/COUNTY-  IN/WHITE
 LB2624  USGS QUAD   -  IDAVILLE (1977)
 LB2624
 LB2624                         *CURRENT SURVEY CONTROL
 LB2624  ___________________________________________________________________
 LB2624* NAD 83(1997)-  40 45 40.51768(N)    086 38 56.01611(W)     ADJUSTED  
 LB2624* NAVD 88     -       220.     (meters)     722.     (feet)  SCALED    
 LB2624  ___________________________________________________________________
 LB2624  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 LB2624  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 LB2624
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2624
 LB2624.The geoid height was determined by GEOID03.
 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;SPC IN E     -   612,510.221    17,064.859   MT  1.00005129   -0 38 28.8
 LB2624;SPC IN E     - 2,009,543.95     55,986.96   sFT  1.00005129   -0 38 28.8
 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!SPC IN E     -   0.99997082  x   1.00005129  =   1.00002210
 LB2624!UTM  16      -   0.99997082  x   0.99961081  =   0.99958164
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2624.See file dsdata.txt to determine how the superseded data were derived.
 LB2624
 LB2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2963512314(NAD 83)
 LB2624_MARKER: DS = TRIANGULATION STATION DISK
 LB2624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2624_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 = OCTOBER  6, 2006
 KA1356 ***********************************************************************
 KA1356  DESIGNATION -  ILLIANA
 KA1356  PID         -  KA1356
 KA1356  STATE/COUNTY-  IN/VIGO
 KA1356  USGS QUAD   -  DENNISON (1972)
 KA1356
 KA1356                         *CURRENT SURVEY CONTROL
 KA1356  ___________________________________________________________________
 KA1356* NAD 83(1997)-  39 26 08.94042(N)    087 31 46.27735(W)     ADJUSTED  
 KA1356* NAVD 88     -       170.270  (meters)     558.63   (feet)  ADJUSTED  
 KA1356  ___________________________________________________________________
 KA1356  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 KA1356  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KA1356  DYNAMIC HT  -         170.174 (meters)     558.31  (feet)  COMP
 KA1356  MODELED GRAV-     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
 KA1356.and adjusted by the National Geodetic Survey in June 1991..
 KA1356
 KA1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1356
 KA1356.The geoid height was determined by GEOID03.
 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;                    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;SPC IL E     -   307,669.411   369,200.865   MT  1.00003394   +0 30 38.2
 KA1356;SPC IL E     - 1,009,412.06  1,211,286.50   sFT  1.00003394   +0 30 38.2
 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!SPC IL E     -   0.99997838  x   1.00003394  =   1.00001231
 KA1356!UTM  16      -   0.99997838  x   0.99962557  =   0.99960395
 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
 KA1356.Superseded values are not recommended for survey control.
 KA1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1356.See file dsdata.txt to determine how the superseded data were derived.
 KA1356
 KA1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5443065275(NAD 83)
 KA1356_MARKER: DS = TRIANGULATION STATION DISK
 KA1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1356_STAMPING: ILLIANA 1959
 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             NGS
 KA1356  HISTORY     - 1967     GOOD             CGS
 KA1356  HISTORY     - 1967     GOOD             NGS
 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 NATIONAL 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 NATIONAL GEODETIC SURVEY 1967
 KA1356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1355 ***********************************************************************
 KA1355  DESIGNATION -  ILLIANA RM 1
 KA1355  PID         -  KA1355
 KA1355  STATE/COUNTY-  IN/VIGO
 KA1355  USGS QUAD   -  DENNISON (1972)
 KA1355
 KA1355                         *CURRENT SURVEY CONTROL
 KA1355  ___________________________________________________________________
 KA1355* NAD 83(1986)-  39 26 08.     (N)    087 31 46.     (W)     SCALED    
 KA1355* NAVD 88     -       170.299  (meters)     558.72   (feet)  ADJUSTED  
 KA1355  ___________________________________________________________________
 KA1355  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KA1355  DYNAMIC HT  -         170.203 (meters)     558.41  (feet)  COMP
 KA1355  MODELED GRAV-     980,057.2   (mgal)                       NAVD 88
 KA1355
 KA1355  VERT ORDER  -  SECOND    CLASS 0
 KA1355
 KA1355.The horizontal coordinates were scaled from a topographic map and have
 KA1355.an estimated accuracy of +/- 6 seconds.
 KA1355
 KA1355.The orthometric height was determined by differential leveling
 KA1355.and adjusted by the National Geodetic Survey in June 1991..
 KA1355
 KA1355.The geoid height was determined by GEOID03.
 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     -   464,950.      861,590.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1355.See file dsdata.txt to determine how the superseded data were derived.
 KA1355
 KA1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ544652(NAD 83)
 KA1355_MARKER: DR = REFERENCE MARK DISK
 KA1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1355_STAMPING: ILLIANA NO 1 1959
 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             NGS
 KA1355  HISTORY     - 1967     GOOD             NGS
 KA1355
 KA1355                          STATION DESCRIPTION
 KA1355
 KA1355'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1967
 KA1355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1357 ***********************************************************************
 KA1357  DESIGNATION -  ILLIANA RM 2
 KA1357  PID         -  KA1357
 KA1357  STATE/COUNTY-  IN/VIGO
 KA1357  USGS QUAD   -  DENNISON (1972)
 KA1357
 KA1357                         *CURRENT SURVEY CONTROL
 KA1357  ___________________________________________________________________
 KA1357* NAD 83(1986)-  39 26 08.     (N)    087 31 46.     (W)     SCALED    
 KA1357* NAVD 88     -       170.390  (meters)     559.02   (feet)  ADJUSTED  
 KA1357  ___________________________________________________________________
 KA1357  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KA1357  DYNAMIC HT  -         170.293 (meters)     558.70  (feet)  COMP
 KA1357  MODELED GRAV-     980,057.2   (mgal)                       NAVD 88
 KA1357
 KA1357  VERT ORDER  -  SECOND    CLASS 0
 KA1357
 KA1357.The horizontal coordinates were scaled from a topographic map and have
 KA1357.an estimated accuracy of +/- 6 seconds.
 KA1357
 KA1357.The orthometric height was determined by differential leveling
 KA1357.and adjusted by the National Geodetic Survey in June 1991..
 KA1357
 KA1357.The geoid height was determined by GEOID03.
 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     -   464,950.      861,590.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1357.See file dsdata.txt to determine how the superseded data were derived.
 KA1357
 KA1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ544652(NAD 83)
 KA1357_MARKER: DR = REFERENCE MARK DISK
 KA1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1357_STAMPING: ILLIANA NO 2 1959
 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             NGS
 KA1357  HISTORY     - 1967     GOOD             NGS
 KA1357
 KA1357                          STATION DESCRIPTION
 KA1357
 KA1357'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1967
 KA1357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA2080 ***********************************************************************
 KA2080  DESIGNATION -  IMAGIS 16
 KA2080  PID         -  KA2080
 KA2080  STATE/COUNTY-  IN/MARION
 KA2080  USGS QUAD   -  FISHERS (1988)
 KA2080
 KA2080                         *CURRENT SURVEY CONTROL
 KA2080  ___________________________________________________________________
 KA2080* NAD 83(1997)-  39 53 01.42512(N)    086 02 03.81743(W)     ADJUSTED  
 KA2080* NAVD 88     -       256.89   (+/-2cm)     842.8    (feet)  VERTCON   
 KA2080  ___________________________________________________________________
 KA2080  X           -     338,953.148 (meters)                     COMP
 KA2080  Y           -  -4,889,432.452 (meters)                     COMP
 KA2080  Z           -   4,068,230.605 (meters)                     COMP
 KA2080  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 KA2080  ELLIP HEIGHT-         223.08  (meters)          (05/25/99) GPS OBS
 KA2080  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KA2080
 KA2080  HORZ ORDER  -  FIRST
 KA2080  VERT ORDER  -  THIRD ? (See Below)
 KA2080  ELLP ORDER  -  FOURTH    CLASS I
 KA2080
 KA2080.The horizontal coordinates were established by GPS observations
 KA2080.and adjusted by the National Geodetic Survey in May 1999..
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA2080
 KA2080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2080
 KA2080.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2080
 KA2080.The ellipsoidal height was determined by GPS observations
 KA2080.and is referenced to NAD 83.
 KA2080
 KA2080.The geoid height was determined by GEOID03.
 KA2080
 KA2080;                    North         East     Units Scale Factor Converg.
 KA2080;SPC IN E     -   514,672.835    68,546.183   MT  0.99997884   -0 14 08.9
 KA2080;SPC IN E     - 1,688,555.79    224,888.60   sFT  0.99997884   -0 14 08.9
 KA2080;UTM  16      - 4,415,298.573   582,564.191   MT  0.99968392   +0 37 09.2
 KA2080
 KA2080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2080!SPC IN E     -   0.99996500  x   0.99997884  =   0.99994385
 KA2080!UTM  16      -   0.99996500  x   0.99968392  =   0.99964894
 KA2080
 KA2080                          SUPERSEDED SURVEY CONTROL
 KA2080
 KA2080  NAD 83(1986)-  39 53 01.42073(N)    086 02 03.83117(W) AD(       ) 1
 KA2080  NGVD 29 (10/01/93)  257.02   (m)          843.2    (f) LEVELING    3  
 KA2080
 KA2080.Superseded values are not recommended for survey control.
 KA2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2080.See file dsdata.txt to determine how the superseded data were derived.
 KA2080
 KA2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK8256415299(NAD 83)
 KA2080_MARKER: DD = SURVEY DISK
 KA2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2080_SP_SET: CONCRETE POST
 KA2080_STAMPING: IMAGIS NO. 16
 KA2080_MARK LOGO: IMAGIS
 KA2080_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KA2080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA2080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA2080+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 KA2080
 KA2080  HISTORY     - Date     Condition        Report By
 KA2080  HISTORY     - 1986     MONUMENTED       GSIGPS
 KA2080  HISTORY     - 19950925 GOOD             USPSQD
 KA2080  HISTORY     - 20040419 GOOD             MAJENG
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA2078 ***********************************************************************
 KA2078  DESIGNATION -  IMAGIS 32
 KA2078  PID         -  KA2078
 KA2078  STATE/COUNTY-  IN/MARION
 KA2078  USGS QUAD   -  CLERMONT (1984)
 KA2078
 KA2078                         *CURRENT SURVEY CONTROL
 KA2078  ___________________________________________________________________
 KA2078* NAD 83(1997)-  39 48 38.95554(N)    086 15 21.60477(W)     ADJUSTED  
 KA2078* NAVD 88     -       228.62   (+/-2cm)     750.1    (feet)  VERTCON   
 KA2078  ___________________________________________________________________
 KA2078  X           -     320,376.712 (meters)                     COMP
 KA2078  Y           -  -4,895,861.526 (meters)                     COMP
 KA2078  Z           -   4,061,997.478 (meters)                     COMP
 KA2078  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 KA2078  ELLIP HEIGHT-         195.22  (meters)          (05/25/99) GPS OBS
 KA2078  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KA2078
 KA2078  HORZ ORDER  -  FIRST
 KA2078  VERT ORDER  -  THIRD ? (See Below)
 KA2078  ELLP ORDER  -  FOURTH    CLASS I
 KA2078
 KA2078.The horizontal coordinates were established by GPS observations
 KA2078.and adjusted by the National Geodetic Survey in May 1999..
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA2078
 KA2078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2078
 KA2078.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2078
 KA2078.The ellipsoidal height was determined by GPS observations
 KA2078.and is referenced to NAD 83.
 KA2078
 KA2078.The geoid height was determined by GEOID03.
 KA2078
 KA2078;                    North         East     Units Scale Factor Converg.
 KA2078;SPC IN E     -   506,679.424    49,537.356   MT  0.99999800   -0 22 38.4
 KA2078;SPC IN E     - 1,662,330.74    162,523.81   sFT  0.99999800   -0 22 38.4
 KA2078;UTM  16      - 4,407,025.274   563,682.739   MT  0.99964993   +0 28 34.9
 KA2078
 KA2078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2078!SPC IN E     -   0.99996937  x   0.99999800  =   0.99996737
 KA2078!UTM  16      -   0.99996937  x   0.99964993  =   0.99961932
 KA2078
 KA2078                          SUPERSEDED SURVEY CONTROL
 KA2078
 KA2078  NAD 83(1986)-  39 48 38.95143(N)    086 15 21.62144(W) AD(       ) 1
 KA2078  NGVD 29 (10/01/93)  228.75   (m)          750.5    (f) LEVELING    3  
 KA2078
 KA2078.Superseded values are not recommended for survey control.
 KA2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2078.See file dsdata.txt to determine how the superseded data were derived.
 KA2078
 KA2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK6368307025(NAD 83)
 KA2078_MARKER: DD = SURVEY DISK
 KA2078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2078_SP_SET: CONCRETE POST
 KA2078_STAMPING: IMAGIS NO. 32
 KA2078_MARK LOGO: IMAGIS
 KA2078_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KA2078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  6, 2006
 KA2079 ***********************************************************************
 KA2079  DESIGNATION -  IMAGIS 37
 KA2079  PID         -  KA2079
 KA2079  STATE/COUNTY-  IN/MARION
 KA2079  USGS QUAD   -  INDIANAPOLIS EAST (1980)
 KA2079
 KA2079                         *CURRENT SURVEY CONTROL
 KA2079  ___________________________________________________________________
 KA2079* NAD 83(1997)-  39 46 54.69651(N)    086 00 22.46307(W)     ADJUSTED  
 KA2079* NAVD 88     -       261.69   (+/-2cm)     858.6    (feet)  VERTCON   
 KA2079  ___________________________________________________________________
 KA2079  X           -     341,860.559 (meters)                     COMP
 KA2079  Y           -  -4,896,496.800 (meters)                     COMP
 KA2079  Z           -   4,059,547.816 (meters)                     COMP
 KA2079  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 KA2079  ELLIP HEIGHT-         228.03  (meters)          (05/25/99) GPS OBS
 KA2079  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KA2079
 KA2079  HORZ ORDER  -  FIRST
 KA2079  VERT ORDER  -  THIRD ? (See Below)
 KA2079  ELLP ORDER  -  FOURTH    CLASS I
 KA2079
 KA2079.The horizontal coordinates were established by GPS observations
 KA2079.and adjusted by the National Geodetic Survey in May 1999..
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA2079
 KA2079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2079
 KA2079.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2079
 KA2079.The ellipsoidal height was determined by GPS observations
 KA2079.and is referenced to NAD 83.
 KA2079
 KA2079.The geoid height was determined by GEOID03.
 KA2079
 KA2079;                    North         East     Units Scale Factor Converg.
 KA2079;SPC IN E     -   503,352.978    70,911.423   MT  0.99997708   -0 13 02.2
 KA2079;SPC IN E     - 1,651,417.23    232,648.56   sFT  0.99997708   -0 13 02.2
 KA2079;UTM  16      - 4,404,018.519   585,097.169   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                          SUPERSEDED SURVEY CONTROL
 KA2079
 KA2079  NAD 83(1986)-  39 46 54.69223(N)    086 00 22.47780(W) AD(       ) 1
 KA2079  NGVD 29 (10/01/93)  261.81   (m)          859.0    (f) LEVELING    3  
 KA2079
 KA2079.Superseded values are not recommended for survey control.
 KA2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2079.See file dsdata.txt to determine how the superseded data were derived.
 KA2079
 KA2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK8509704019(NAD 83)
 KA2079_MARKER: DD = SURVEY DISK
 KA2079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2079_SP_SET: CONCRETE POST
 KA2079_STAMPING: IMAGIS NO. 37
 KA2079_MARK LOGO: IMAGIS
 KA2079_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KA2079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  6, 2006
 AE8494 ***********************************************************************
 AE8494  CBN         -  This is a Cooperative Base Network Control Station.
 AE8494  DESIGNATION -  IMAGIS 47
 AE8494  PID         -  AE8494
 AE8494  STATE/COUNTY-  IN/MARION
 AE8494  USGS QUAD   -  BEECH GROVE (1980)
 AE8494
 AE8494                         *CURRENT SURVEY CONTROL
 AE8494  ___________________________________________________________________
 AE8494* NAD 83(1997)-  39 40 53.27076(N)    086 01 06.38119(W)     ADJUSTED  
 AE8494* NAVD 88     -       257.7    (meters)     845.     (feet)  GPS OBS   
 AE8494  ___________________________________________________________________
 AE8494  X           -     341,312.527 (meters)                     COMP
 AE8494  Y           -  -4,903,674.635 (meters)                     COMP
 AE8494  Z           -   4,050,972.571 (meters)                     COMP
 AE8494  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 AE8494  ELLIP HEIGHT-         224.21  (meters)          (04/10/98) GPS OBS
 AE8494  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 AE8494
 AE8494  HORZ ORDER  -  B
 AE8494  ELLP ORDER  -  FOURTH    CLASS I
 AE8494
 AE8494.The horizontal coordinates were established by GPS observations
 AE8494.and adjusted by the National Geodetic Survey in April 1998..
 AE8494
 AE8494.The orthometric height was determined by GPS observations and a
 AE8494.high-resolution geoid model.
 AE8494
 AE8494.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8494
 AE8494.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8494
 AE8494.The ellipsoidal height was determined by GPS observations
 AE8494.and is referenced to NAD 83.
 AE8494
 AE8494.The geoid height was determined by GEOID03.
 AE8494
 AE8494;                    North         East     Units Scale Factor Converg.
 AE8494;SPC IN E     -   492,210.425    69,822.642   MT  0.99997787   -0 13 28.6
 AE8494;SPC IN E     - 1,614,860.37    229,076.45   sFT  0.99997787   -0 13 28.6
 AE8494;UTM  16      - 4,392,864.231   584,174.519   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                          SUPERSEDED SURVEY CONTROL
 AE8494
 AE8494.No superseded survey control is available for this station.
 AE8494
 AE8494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8417592864(NAD 83)
 AE8494_MARKER: DD = SURVEY DISK
 AE8494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8494_STAMPING: IMAGIS 47
 AE8494_MARK LOGO: IMAGIS
 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 - January 25, 2006
 AE8494
 AE8494  HISTORY     - Date     Condition        Report By
 AE8494  HISTORY     - 1986     MONUMENTED       IMAGIS
 AE8494  HISTORY     - 19970819 GOOD             SEC
 AE8494  HISTORY     - 20060125 GOOD             ACCU
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3601 ***********************************************************************
 JZ3601  DESIGNATION -  IMAGIS 54
 JZ3601  PID         -  JZ3601
 JZ3601  STATE/COUNTY-  IN/MARION
 JZ3601  USGS QUAD   -  ACTON (1981)
 JZ3601
 JZ3601                         *CURRENT SURVEY CONTROL
 JZ3601  ___________________________________________________________________
 JZ3601* NAD 83(1997)-  39 39 07.94052(N)    085 58 21.01080(W)     ADJUSTED  
 JZ3601* NAVD 88     -       242.66   (+/-2cm)     796.1    (feet)  VERTCON   
 JZ3601  ___________________________________________________________________
 JZ3601  X           -     345,388.712 (meters)                     COMP
 JZ3601  Y           -  -4,905,456.405 (meters)                     COMP
 JZ3601  Z           -   4,048,462.277 (meters)                     COMP
 JZ3601  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 JZ3601  ELLIP HEIGHT-         209.16  (meters)          (05/25/99) GPS OBS
 JZ3601  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 JZ3601
 JZ3601  HORZ ORDER  -  FIRST
 JZ3601  VERT ORDER  -  THIRD ? (See Below)
 JZ3601  ELLP ORDER  -  FOURTH    CLASS I
 JZ3601
 JZ3601.The horizontal coordinates were established by GPS observations
 JZ3601.and adjusted by the National Geodetic Survey in May 1999..
 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ3601
 JZ3601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3601
 JZ3601.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3601
 JZ3601.The ellipsoidal height was determined by GPS observations
 JZ3601.and is referenced to NAD 83.
 JZ3601
 JZ3601.The geoid height was determined by GEOID03.
 JZ3601
 JZ3601;                    North         East     Units Scale Factor Converg.
 JZ3601;SPC IN E     -   488,947.576    73,752.292   MT  0.99997515   -0 11 42.6
 JZ3601;SPC IN E     - 1,604,155.51    241,968.98   sFT  0.99997515   -0 11 42.6
 JZ3601;UTM  16      - 4,389,661.029   588,151.069   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                          SUPERSEDED SURVEY CONTROL
 JZ3601
 JZ3601  NAD 83(1986)-  39 39 07.93597(N)    085 58 21.02558(W) AD(       ) 1
 JZ3601  NGVD 29 (10/01/93)  242.78   (m)          796.5    (f) LEVELING    3  
 JZ3601
 JZ3601.Superseded values are not recommended for survey control.
 JZ3601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3601.See file dsdata.txt to determine how the superseded data were derived.
 JZ3601
 JZ3601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8815189661(NAD 83)
 JZ3601_MARKER: DD = SURVEY DISK
 JZ3601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3601_SP_SET: CONCRETE POST
 JZ3601_STAMPING: IMAGIS NO. 54
 JZ3601_MARK LOGO: IMAGIS
 JZ3601_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA2081 ***********************************************************************
 KA2081  DESIGNATION -  IMAGIS 56
 KA2081  PID         -  KA2081
 KA2081  STATE/COUNTY-  IN/MARION
 KA2081  USGS QUAD   -  MAYWOOD (1986)
 KA2081
 KA2081                         *CURRENT SURVEY CONTROL
 KA2081  ___________________________________________________________________
 KA2081* NAD 83(1997)-  39 39 00.72533(N)    086 08 58.27454(W)     ADJUSTED  
 KA2081* NAVD 88     -       227.51   (+/-2cm)     746.4    (feet)  VERTCON   
 KA2081  ___________________________________________________________________
 KA2081  X           -     330,240.241 (meters)                     COMP
 KA2081  Y           -  -4,906,630.333 (meters)                     COMP
 KA2081  Z           -   4,048,281.446 (meters)                     COMP
 KA2081  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 KA2081  ELLIP HEIGHT-         194.28  (meters)          (05/25/99) GPS OBS
 KA2081  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KA2081
 KA2081  HORZ ORDER  -  FIRST
 KA2081  VERT ORDER  -  THIRD ? (See Below)
 KA2081  ELLP ORDER  -  FOURTH    CLASS I
 KA2081
 KA2081.The horizontal coordinates were established by GPS observations
 KA2081.and adjusted by the National Geodetic Survey in May 1999..
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA2081
 KA2081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2081
 KA2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2081
 KA2081.The ellipsoidal height was determined by GPS observations
 KA2081.and is referenced to NAD 83.
 KA2081
 KA2081.The geoid height was determined by GEOID03.
 KA2081
 KA2081;                    North         East     Units Scale Factor Converg.
 KA2081;SPC IN E     -   488,791.783    58,558.898   MT  0.99998780   -0 18 29.2
 KA2081;SPC IN E     - 1,603,644.37    192,121.98   sFT  0.99998780   -0 18 29.2
 KA2081;UTM  16      - 4,389,279.751   572,966.234   MT  0.99966555   +0 32 33.8
 KA2081
 KA2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA2081!SPC IN E     -   0.99996952  x   0.99998780  =   0.99995732
 KA2081!UTM  16      -   0.99996952  x   0.99966555  =   0.99963508
 KA2081
 KA2081                          SUPERSEDED SURVEY CONTROL
 KA2081
 KA2081  NAD 83(1986)-  39 39 00.72101(N)    086 08 58.28883(W) AD(       ) 1
 KA2081  NGVD 29 (10/01/93)  227.64   (m)          746.8    (f) LEVELING    3  
 KA2081
 KA2081.Superseded values are not recommended for survey control.
 KA2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2081.See file dsdata.txt to determine how the superseded data were derived.
 KA2081
 KA2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7296689280(NAD 83)
 KA2081_MARKER: DD = SURVEY DISK
 KA2081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2081_SP_SET: CONCRETE POST
 KA2081_STAMPING: IMAGIS NO. 56
 KA2081_MARK LOGO: IMAGIS
 KA2081_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KA2081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA2081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA2081+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2005
 KA2081
 KA2081  HISTORY     - Date     Condition        Report By
 KA2081  HISTORY     - 1986     MONUMENTED       GSIGPS
 KA2081  HISTORY     - 20040907 GOOD             MAJENG
 KA2081  HISTORY     - 20050623 GOOD             COMPDA
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA0720 ***********************************************************************
 HA0720  DESIGNATION -  IND
 HA0720  PID         -  HA0720
 HA0720  STATE/COUNTY-  IN/WARRICK
 HA0720  USGS QUAD   -  YANKEETOWN (1983)
 HA0720
 HA0720                         *CURRENT SURVEY CONTROL
 HA0720  ___________________________________________________________________
 HA0720* NAD 83(1986)-  37 55 56.     (N)    087 19 32.     (W)     SCALED    
 HA0720* NAVD 88     -       118.410  (meters)     388.48   (feet)  ADJUSTED  
 HA0720  ___________________________________________________________________
 HA0720  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 HA0720  DYNAMIC HT  -         118.328 (meters)     388.21  (feet)  COMP
 HA0720  MODELED GRAV-     979,938.8   (mgal)                       NAVD 88
 HA0720
 HA0720  VERT ORDER  -  FIRST     CLASS II
 HA0720
 HA0720.The horizontal coordinates were scaled from a topographic map and have
 HA0720.an estimated accuracy of +/- 6 seconds.
 HA0720
 HA0720.The orthometric height was determined by differential leveling
 HA0720.and adjusted by the National Geodetic Survey in June 1991..
 HA0720
 HA0720.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0720.See file dsdata.txt to determine how the superseded data were derived.
 HA0720
 HA0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG713983(NAD 83)
 HA0720_MARKER: DD = SURVEY DISK
 HA0720_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0720_SP_SET: CULVERT
 HA0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0720
 HA0720  HISTORY     - Date     Condition        Report By
 HA0720  HISTORY     - UNK      MONUMENTED       INHD
 HA0720  HISTORY     - 1965     GOOD             NGS
 HA0720
 HA0720                          STATION DESCRIPTION
 HA0720
 HA0720'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ2257 ***********************************************************************
 HZ2257  DESIGNATION -  IND 731 USGS 1947
 HZ2257  PID         -  HZ2257
 HZ2257  STATE/COUNTY-  IN/HARRISON
 HZ2257  USGS QUAD   -  LANESVILLE (1993)
 HZ2257
 HZ2257                         *CURRENT SURVEY CONTROL
 HZ2257  ___________________________________________________________________
 HZ2257* NAD 83(1997)-  38 14 25.46370(N)    085 58 46.04968(W)     ADJUSTED  
 HZ2257* NAVD 88     -       222.     (meters)     728.     (feet)  SCALED    
 HZ2257  ___________________________________________________________________
 HZ2257  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 HZ2257  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 HZ2257
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2257
 HZ2257.The geoid height was determined by GEOID03.
 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  =   0.99966862
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2257.See file dsdata.txt to determine how the superseded data were derived.
 HZ2257
 HZ2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8930932982(NAD 83)
 HZ2257_MARKER: DD = SURVEY DISK
 HZ2257_SETTING: 0 = UNSPECIFIED SETTING
 HZ2257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2257
 HZ2257  HISTORY     - Date     Condition        Report By
 HZ2257  HISTORY     - 1947     MONUMENTED       USGS
 HZ2257  HISTORY     - 1950     GOOD             USGS
 HZ2257
 HZ2257                          STATION DESCRIPTION
 HZ2257
 HZ2257'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (FXP)
 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 = OCTOBER  6, 2006
 HZ2251 ***********************************************************************
 HZ2251  DESIGNATION -  IND 861 USGS 1947
 HZ2251  PID         -  HZ2251
 HZ2251  STATE/COUNTY-  IN/HARRISON
 HZ2251  USGS QUAD   -  LANESVILLE (1993)
 HZ2251
 HZ2251                         *CURRENT SURVEY CONTROL
 HZ2251  ___________________________________________________________________
 HZ2251* NAD 83(1997)-  38 10 14.80707(N)    085 58 26.78169(W)     ADJUSTED  
 HZ2251* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 HZ2251  ___________________________________________________________________
 HZ2251  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 HZ2251  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 HZ2251
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2251
 HZ2251.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2251.See file dsdata.txt to determine how the superseded data were derived.
 HZ2251
 HZ2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8986325261(NAD 83)
 HZ2251_MARKER: P = PIPE CAP
 HZ2251_SETTING: 0 = UNSPECIFIED SETTING
 HZ2251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2251
 HZ2251  HISTORY     - Date     Condition        Report By
 HZ2251  HISTORY     - 1947     MONUMENTED       USGS
 HZ2251
 HZ2251                          STATION DESCRIPTION
 HZ2251
 HZ2251'DESCRIBED BY US GEOLOGICAL 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 = OCTOBER  6, 2006
 HZ2260 ***********************************************************************
 HZ2260  DESIGNATION -  IND 874 USGS 1947
 HZ2260  PID         -  HZ2260
 HZ2260  STATE/COUNTY-  IN/HARRISON
 HZ2260  USGS QUAD   -  LANESVILLE (1993)
 HZ2260
 HZ2260                         *CURRENT SURVEY CONTROL
 HZ2260  ___________________________________________________________________
 HZ2260* NAD 83(1997)-  38 11 58.09214(N)    085 58 52.03862(W)     ADJUSTED  
 HZ2260* NAVD 88     -       266.14   (+/-2cm)     873.2    (feet)  VERTCON   
 HZ2260  ___________________________________________________________________
 HZ2260  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 HZ2260  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 HZ2260
 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.The vertical order pertains to the NGVD 29 superseded value.
 HZ2260
 HZ2260.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2260
 HZ2260.The geoid height was determined by GEOID03.
 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     -   0.99996343  x   0.99997601  =   0.99993944
 HZ2260!UTM  16      -   0.99996343  x   0.99969802  =   0.99966146
 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 (07/19/86)  266.26   (m)          873.6    (f) LEVELING    3  
 HZ2260
 HZ2260.Superseded values are not recommended for survey control.
 HZ2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2260.See file dsdata.txt to determine how the superseded data were derived.
 HZ2260
 HZ2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8921328438(NAD 83)
 HZ2260_MARKER: P = PIPE CAP
 HZ2260_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ2260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2260
 HZ2260  HISTORY     - Date     Condition        Report By
 HZ2260  HISTORY     - 1947     MONUMENTED       USGS
 HZ2260  HISTORY     - 1950     GOOD             CGS
 HZ2260  HISTORY     - 1976     GOOD             NGS
 HZ2260
 HZ2260                          STATION DESCRIPTION
 HZ2260
 HZ2260'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (FXP)
 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 = OCTOBER  6, 2006
 MD1544 ***********************************************************************
 MD1544  DESIGNATION -  IND MICH P AND L CO SUBSTATION
 MD1544  PID         -  MD1544
 MD1544  STATE/COUNTY-  IN/ALLEN
 MD1544  USGS QUAD   -  CEDARVILLE (1981)
 MD1544
 MD1544                         *CURRENT SURVEY CONTROL
 MD1544  ___________________________________________________________________
 MD1544* NAD 83(1997)-  41 10 10.09465(N)    085 05 35.73647(W)     ADJUSTED  
 MD1544* NAVD 88     -                                                        
 MD1544  ___________________________________________________________________
 MD1544  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 MD1544  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MD1544
 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
 MD1544.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1544
 MD1544.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1544
 MD1544  NAD 83(1995)-  41 10 10.09553(N)    085 05 35.74045(W) AD(       ) 4
 MD1544  NAD 83(1986)-  41 10 10.09588(N)    085 05 35.75023(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1544.See file dsdata.txt to determine how the superseded data were derived.
 MD1544
 MD1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5995259323(NAD 83)
 MD1544
 MD1544  HISTORY     - Date     Condition        Report By
 MD1544  HISTORY     - 1947     MONUMENTED       CGS
 MD1544  HISTORY     - 1963     SEE DESCRIPTION  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
 MD1544'HUNTERTOWN.  IT IS 56 FEET NORTH OF THE CENTER OF STATE HIGHWAY 427
 MD1544'AND 3 FEET EAST OF THE SUB-STATION
 MD1544'OFFICE BUILDING.  IT IS A WOODEN MAST PAINTED RED AND WHITE,
 MD1544'ABOUT 120 FEET IN HEIGHT HAVING A 30 FOOT
 MD1544'ANTENNA ON THE TOP.  THE POINT OBSERVED ON WAS
 MD1544'THE CENTER OF THE BASE OF THE MAST.
 MD1544'
 MD1544'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BOURIES
 MD1544'1946 THE DISTANCE BEING 39.929
 MD1544'METERS.
 MD1544'
 MD1544'TO REACH THE STATION FROM THE MAIN HIGHWAY JUNCTION IN FORT WAYNE, GO
 MD1544'NORTH ON STATE HIGHWAY 427
 MD1544'FOR ABOUT 2-1/2 MILES TO THE JUNCTION OF U.S. HIGHWAY 27, CONTINUE ON
 MD1544'HIGHWAY 427 FOR 4.7 MILES TO THE
 MD1544'STATION 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
 MD1544'ESTIMATED 50 YARDS NE OF THE SUBJECT-STATION LOCATION FOR WHICH SEE
 MD1544'THE R NOTE FOR STATION BOURIES
 MD1544'MADE BY THE INDIANA AND MICHIGAN ELECTRIC COMPANY IN 1958, AT
 MD1544'WHICH TIME ENGINEERS OF THE SAID COMPANY
 MD1544'MADE TRAVERSE CONNECTION TO THE PRESENT MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1629 ***********************************************************************
 MD1629  DESIGNATION -  IND ST POLICE 2 RAD MAST 1947
 MD1629  PID         -  MD1629
 MD1629  STATE/COUNTY-  IN/NOBLE
 MD1629  USGS QUAD   -  LIGONIER (1979)
 MD1629
 MD1629                         *CURRENT SURVEY CONTROL
 MD1629  ___________________________________________________________________
 MD1629* NAD 83(1997)-  41 27 12.58562(N)    085 35 14.99380(W)     ADJUSTED  
 MD1629* NAVD 88     -                                                        
 MD1629  ___________________________________________________________________
 MD1629  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 MD1629  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 MD1629
 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
 MD1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1629
 MD1629.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1629
 MD1629  NAD 83(1995)-  41 27 12.58776(N)    085 35 15.00131(W) AD(       ) 4
 MD1629  NAD 83(1986)-  41 27 12.58717(N)    085 35 15.00411(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1629.See file dsdata.txt to determine how the superseded data were derived.
 MD1629
 MD1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1797790064(NAD 83)
 MD1629
 MD1629  HISTORY     - Date     Condition        Report By
 MD1629  HISTORY     - 1947     MONUMENTED       CGS
 MD1629  HISTORY     - 1960     SEE DESCRIPTION  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 = OCTOBER  6, 2006
 LB2206 ***********************************************************************
 LB2206  DESIGNATION -  INDIAN
 LB2206  PID         -  LB2206
 LB2206  STATE/COUNTY-  IN/TIPPECANOE
 LB2206  USGS QUAD   -  OTTERBEIN (1986)
 LB2206
 LB2206                         *CURRENT SURVEY CONTROL
 LB2206  ___________________________________________________________________
 LB2206* NAD 83(1997)-  40 26 42.95213(N)    087 03 35.14671(W)     ADJUSTED  
 LB2206* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 LB2206  ___________________________________________________________________
 LB2206  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 LB2206  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 LB2206
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2206
 LB2206.The geoid height was determined by GEOID03.
 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  =   0.99993952
 LB2206!UTM  16      -   0.99997280  x   0.99960032  =   0.99957313
 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 USGS 1948                    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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2206.See file dsdata.txt to determine how the superseded data were derived.
 LB2206
 LB2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK9493277181(NAD 83)
 LB2206_MARKER: DS = TRIANGULATION STATION DISK
 LB2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2620 ***********************************************************************
 LB2620  DESIGNATION -  INDIAN
 LB2620  PID         -  LB2620
 LB2620  STATE/COUNTY-  IN/WHITE
 LB2620  USGS QUAD   -  BURNETTSVILLE (1962)
 LB2620
 LB2620                         *CURRENT SURVEY CONTROL
 LB2620  ___________________________________________________________________
 LB2620* NAD 83(1997)-  40 52 11.59325(N)    086 35 06.17786(W)     ADJUSTED  
 LB2620* NAVD 88     -       225.     (meters)     738.     (feet)  SCALED    
 LB2620  ___________________________________________________________________
 LB2620  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 LB2620  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 LB2620
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2620
 LB2620.The geoid height was determined by GEOID03.
 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;SPC IN E     -   624,515.298    22,582.047   MT  1.00004041   -0 36 03.5
 LB2620;SPC IN E     - 2,048,930.61     74,087.93   sFT  1.00004041   -0 36 03.5
 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     -   0.99997002  x   0.99998837  =   0.99995839
 LB2620!SPC IN E     -   0.99997002  x   1.00004041  =   1.00001043
 LB2620!UTM  16      -   0.99997002  x   0.99961505  =   0.99958508
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2620.See file dsdata.txt to determine how the superseded data were derived.
 LB2620
 LB2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3496724396(NAD 83)
 LB2620_MARKER: DS = TRIANGULATION STATION DISK
 LB2620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1933 ***********************************************************************
 JA1933  DESIGNATION -  INDIAN
 JA1933  PID         -  JA1933
 JA1933  STATE/COUNTY-  IN/MARTIN
 JA1933  USGS QUAD   -  INDIAN SPRINGS (1978)
 JA1933
 JA1933                         *CURRENT SURVEY CONTROL
 JA1933  ___________________________________________________________________
 JA1933* NAD 83(1997)-  38 52 27.53636(N)    086 48 46.58235(W)     ADJUSTED  
 JA1933* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 JA1933  ___________________________________________________________________
 JA1933  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 JA1933  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 JA1933
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1933
 JA1933.The geoid height was determined by GEOID03.
 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     -   0.99996469  x   0.99997344  =   0.99993813
 JA1933!UTM  16      -   0.99996469  x   0.99960324  =   0.99956794
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1933.See file dsdata.txt to determine how the superseded data were derived.
 JA1933
 JA1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1622702846(NAD 83)
 JA1933_MARKER: DS = TRIANGULATION STATION DISK
 JA1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1932 ***********************************************************************
 JA1932  DESIGNATION -  INDIAN SPRINGS LOOKOUT TOWER
 JA1932  PID         -  JA1932
 JA1932  STATE/COUNTY-  IN/MARTIN
 JA1932  USGS QUAD   -  INDIAN SPRINGS (1978)
 JA1932
 JA1932                         *CURRENT SURVEY CONTROL
 JA1932  ___________________________________________________________________
 JA1932* NAD 83(1997)-  38 47 20.30846(N)    086 47 28.23440(W)     ADJUSTED  
 JA1932* NAVD 88     -                                                        
 JA1932  ___________________________________________________________________
 JA1932  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 JA1932  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 JA1932
 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
 JA1932.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1932
 JA1932.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1932
 JA1932  NAD 83(1986)-  38 47 20.31495(N)    086 47 28.23548(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1932.See file dsdata.txt to determine how the superseded data were derived.
 JA1932
 JA1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1813693380(NAD 83)
 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 = OCTOBER  6, 2006
 ME2247 ***********************************************************************
 ME2247  DESIGNATION -  INDIANA
 ME2247  PID         -  ME2247
 ME2247  STATE/COUNTY-  IN/ST JOSEPH
 ME2247  USGS QUAD   -  SOUTH BEND WEST (1986)
 ME2247
 ME2247                         *CURRENT SURVEY CONTROL
 ME2247  ___________________________________________________________________
 ME2247* NAD 83(1997)-  41 39 28.30454(N)    086 15 08.64126(W)     ADJUSTED  
 ME2247* NAVD 88     -       225.21   (+/-2cm)     738.9    (feet)  VERTCON   
 ME2247  ___________________________________________________________________
 ME2247  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 ME2247  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 ME2247
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2247
 ME2247.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2247
 ME2247.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  225.33   (m)          739.3    (f) LEVELING    3  
 ME2247
 ME2247.Superseded values are not recommended for survey control.
 ME2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2247.See file dsdata.txt to determine how the superseded data were derived.
 ME2247
 ME2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6224512060(NAD 83)
 ME2247_MARKER: DD = SURVEY DISK
 ME2247_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 HZ2133 ***********************************************************************
 HZ2133  DESIGNATION -  INDIANA ORD WKS 6012 SANI TANK
 HZ2133  PID         -  HZ2133
 HZ2133  STATE/COUNTY-  IN/CLARK
 HZ2133  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ2133
 HZ2133                         *CURRENT SURVEY CONTROL
 HZ2133  ___________________________________________________________________
 HZ2133* NAD 83(1997)-  38 22 06.39654(N)    085 41 32.25707(W)     ADJUSTED  
 HZ2133* NAVD 88     -                                                        
 HZ2133  ___________________________________________________________________
 HZ2133  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 HZ2133  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 HZ2133
 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
 HZ2133.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2133
 HZ2133.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2133
 HZ2133  NAD 83(1993)-  38 22 06.39684(N)    085 41 32.25718(W) AD(       ) 4
 HZ2133  NAD 83(1986)-  38 22 06.40002(N)    085 41 32.26359(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2133.See file dsdata.txt to determine how the superseded data were derived.
 HZ2133
 HZ2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1423947505(NAD 83)
 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 = OCTOBER  6, 2006
 HZ2134 ***********************************************************************
 HZ2134  DESIGNATION -  INDIANA ORD WKS 6013 SANI TANK
 HZ2134  PID         -  HZ2134
 HZ2134  STATE/COUNTY-  IN/CLARK
 HZ2134  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ2134
 HZ2134                         *CURRENT SURVEY CONTROL
 HZ2134  ___________________________________________________________________
 HZ2134* NAD 83(1997)-  38 21 42.13494(N)    085 41 07.82180(W)     ADJUSTED  
 HZ2134* NAVD 88     -                                                        
 HZ2134  ___________________________________________________________________
 HZ2134  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 HZ2134  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 HZ2134
 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
 HZ2134.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2134
 HZ2134.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2134
 HZ2134  NAD 83(1993)-  38 21 42.13524(N)    085 41 07.82192(W) AD(       ) 4
 HZ2134  NAD 83(1986)-  38 21 42.13839(N)    085 41 07.82833(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2134.See file dsdata.txt to determine how the superseded data were derived.
 HZ2134
 HZ2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1484246766(NAD 83)
 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 = OCTOBER  6, 2006
 HZ2161 ***********************************************************************
 HZ2161  DESIGNATION -  INDIANA ORD WKS E CONCRETE STK
 HZ2161  PID         -  HZ2161
 HZ2161  STATE/COUNTY-  IN/CLARK
 HZ2161  USGS QUAD   -  CHARLESTOWN (1993)
 HZ2161
 HZ2161                         *CURRENT SURVEY CONTROL
 HZ2161  ___________________________________________________________________
 HZ2161* NAD 83(1997)-  38 25 51.71310(N)    085 39 31.59227(W)     ADJUSTED  
 HZ2161* NAVD 88     -                                                        
 HZ2161  ___________________________________________________________________
 HZ2161  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 HZ2161  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HZ2161
 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
 HZ2161.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2161
 HZ2161.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2161
 HZ2161  NAD 83(1993)-  38 25 51.71344(N)    085 39 31.59218(W) AD(       ) 4
 HZ2161  NAD 83(1986)-  38 25 51.71645(N)    085 39 31.59871(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2161.See file dsdata.txt to determine how the superseded data were derived.
 HZ2161
 HZ2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1706654492(NAD 83)
 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 = OCTOBER  6, 2006
 HZ2159 ***********************************************************************
 HZ2159  DESIGNATION -  INDIANA ORD WKS P H 1 E STK
 HZ2159  PID         -  HZ2159
 HZ2159  STATE/COUNTY-  IN/CLARK
 HZ2159  USGS QUAD   -  CHARLESTOWN (1993)
 HZ2159
 HZ2159                         *CURRENT SURVEY CONTROL
 HZ2159  ___________________________________________________________________
 HZ2159* NAD 83(1997)-  38 25 24.81077(N)    085 40 06.65902(W)     ADJUSTED  
 HZ2159* NAVD 88     -                                                        
 HZ2159  ___________________________________________________________________
 HZ2159  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 HZ2159  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HZ2159
 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
 HZ2159.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2159
 HZ2159.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2159
 HZ2159  NAD 83(1993)-  38 25 24.81113(N)    085 40 06.65913(W) AD(       ) 4
 HZ2159  NAD 83(1986)-  38 25 24.81415(N)    085 40 06.66543(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2159.See file dsdata.txt to determine how the superseded data were derived.
 HZ2159
 HZ2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1622853651(NAD 83)
 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 = OCTOBER  6, 2006
 HZ2163 ***********************************************************************
 HZ2163  DESIGNATION -  INDIANA ORD WKS P H 1 W STK
 HZ2163  PID         -  HZ2163
 HZ2163  STATE/COUNTY-  IN/CLARK
 HZ2163  USGS QUAD   -  CHARLESTOWN (1993)
 HZ2163
 HZ2163                         *CURRENT SURVEY CONTROL
 HZ2163  ___________________________________________________________________
 HZ2163* NAD 83(1997)-  38 25 26.73958(N)    085 40 07.16599(W)     ADJUSTED  
 HZ2163* NAVD 88     -                                                        
 HZ2163  ___________________________________________________________________
 HZ2163  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 HZ2163  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HZ2163
 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
 HZ2163.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2163
 HZ2163.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2163
 HZ2163  NAD 83(1993)-  38 25 26.73993(N)    085 40 07.16611(W) AD(       ) 4
 HZ2163  NAD 83(1986)-  38 25 26.74293(N)    085 40 07.17242(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2163.See file dsdata.txt to determine how the superseded data were derived.
 HZ2163
 HZ2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1621453710(NAD 83)
 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 = OCTOBER  6, 2006
 HZ2156 ***********************************************************************
 HZ2156  DESIGNATION -  INDIANA ORD WKS S CONCRETE STK
 HZ2156  PID         -  HZ2156
 HZ2156  STATE/COUNTY-  IN/CLARK
 HZ2156  USGS QUAD   -  CHARLESTOWN (1993)
 HZ2156
 HZ2156                         *CURRENT SURVEY CONTROL
 HZ2156  ___________________________________________________________________
 HZ2156* NAD 83(1997)-  38 25 20.43411(N)    085 39 50.14591(W)     ADJUSTED  
 HZ2156* NAVD 88     -                                                        
 HZ2156  ___________________________________________________________________
 HZ2156  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 HZ2156  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HZ2156
 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
 HZ2156.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2156
 HZ2156.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2156
 HZ2156  NAD 83(1993)-  38 25 20.43444(N)    085 39 50.14584(W) AD(       ) 4
 HZ2156  NAD 83(1986)-  38 25 20.43749(N)    085 39 50.15235(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2156.See file dsdata.txt to determine how the superseded data were derived.
 HZ2156
 HZ2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1663053522(NAD 83)
 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 = OCTOBER  6, 2006
 HZ2157 ***********************************************************************
 HZ2157  DESIGNATION -  INDIANA ORD WKS SOFT WATER TK
 HZ2157  PID         -  HZ2157
 HZ2157  STATE/COUNTY-  IN/CLARK
 HZ2157  USGS QUAD   -  CHARLESTOWN (1993)
 HZ2157
 HZ2157                         *CURRENT SURVEY CONTROL
 HZ2157  ___________________________________________________________________
 HZ2157* NAD 83(1997)-  38 25 20.19973(N)    085 39 51.38132(W)     ADJUSTED  
 HZ2157* NAVD 88     -                                                        
 HZ2157  ___________________________________________________________________
 HZ2157  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 HZ2157  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HZ2157
 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
 HZ2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2157
 HZ2157.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2157
 HZ2157  NAD 83(1993)-  38 25 20.20006(N)    085 39 51.38125(W) AD(       ) 4
 HZ2157  NAD 83(1986)-  38 25 20.20310(N)    085 39 51.38777(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2157.See file dsdata.txt to determine how the superseded data were derived.
 HZ2157
 HZ2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1660053514(NAD 83)
 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 = OCTOBER  6, 2006
 HZ2114 ***********************************************************************
 HZ2114  DESIGNATION -  INDIANA ORD WKS TANK 2510 3
 HZ2114  PID         -  HZ2114
 HZ2114  STATE/COUNTY-  IN/CLARK
 HZ2114  USGS QUAD   -  OWEN (1983)
 HZ2114
 HZ2114                         *CURRENT SURVEY CONTROL
 HZ2114  ___________________________________________________________________
 HZ2114* NAD 83(1997)-  38 28 08.31335(N)    085 34 48.77221(W)     ADJUSTED  
 HZ2114* NAVD 88     -                                                        
 HZ2114  ___________________________________________________________________
 HZ2114  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 HZ2114  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HZ2114
 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
 HZ2114.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2114
 HZ2114.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2114
 HZ2114  NAD 83(1993)-  38 28 08.31361(N)    085 34 48.77208(W) AD(       ) 4
 HZ2114  NAD 83(1986)-  38 28 08.31648(N)    085 34 48.77889(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2114.See file dsdata.txt to determine how the superseded data were derived.
 HZ2114
 HZ2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2385858806(NAD 83)
 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 = OCTOBER  6, 2006
 HZ2115 ***********************************************************************
 HZ2115  DESIGNATION -  INDIANA ORD WKS TANK 2402 5
 HZ2115  PID         -  HZ2115
 HZ2115  STATE/COUNTY-  IN/CLARK
 HZ2115  USGS QUAD   -  OWEN (1983)
 HZ2115
 HZ2115                         *CURRENT SURVEY CONTROL
 HZ2115  ___________________________________________________________________
 HZ2115* NAD 83(1997)-  38 28 07.91142(N)    085 34 48.40439(W)     ADJUSTED  
 HZ2115* NAVD 88     -                                                        
 HZ2115  ___________________________________________________________________
 HZ2115  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 HZ2115  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HZ2115
 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
 HZ2115.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2115
 HZ2115.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2115
 HZ2115  NAD 83(1993)-  38 28 07.91168(N)    085 34 48.40428(W) AD(       ) 4
 HZ2115  NAD 83(1986)-  38 28 07.91455(N)    085 34 48.41107(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2115.See file dsdata.txt to determine how the superseded data were derived.
 HZ2115
 HZ2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2386758793(NAD 83)
 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 = OCTOBER  6, 2006
 HZ2119 ***********************************************************************
 HZ2119  DESIGNATION -  INDIANA ORD WKS TANK 2510 1
 HZ2119  PID         -  HZ2119
 HZ2119  STATE/COUNTY-  IN/CLARK
 HZ2119  USGS QUAD   -  OWEN (1983)
 HZ2119
 HZ2119                         *CURRENT SURVEY CONTROL
 HZ2119  ___________________________________________________________________
 HZ2119* NAD 83(1997)-  38 27 29.87118(N)    085 35 56.73135(W)     ADJUSTED  
 HZ2119* NAVD 88     -                                                        
 HZ2119  ___________________________________________________________________
 HZ2119  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 HZ2119  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HZ2119
 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
 HZ2119.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2119
 HZ2119.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2119
 HZ2119  NAD 83(1993)-  38 27 29.87141(N)    085 35 56.73136(W) AD(       ) 4
 HZ2119  NAD 83(1986)-  38 27 29.87455(N)    085 35 56.73774(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2119.See file dsdata.txt to determine how the superseded data were derived.
 HZ2119
 HZ2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2222957596(NAD 83)
 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 = OCTOBER  6, 2006
 HZ2120 ***********************************************************************
 HZ2120  DESIGNATION -  INDIANA ORD WKS TANK 2402 3
 HZ2120  PID         -  HZ2120
 HZ2120  STATE/COUNTY-  IN/CLARK
 HZ2120  USGS QUAD   -  OWEN (1983)
 HZ2120
 HZ2120                         *CURRENT SURVEY CONTROL
 HZ2120  ___________________________________________________________________
 HZ2120* NAD 83(1997)-  38 27 29.46953(N)    085 35 56.36487(W)     ADJUSTED  
 HZ2120* NAVD 88     -                                                        
 HZ2120  ___________________________________________________________________
 HZ2120  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 HZ2120  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HZ2120
 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
 HZ2120.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2120
 HZ2120.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2120
 HZ2120  NAD 83(1993)-  38 27 29.46976(N)    085 35 56.36488(W) AD(       ) 4
 HZ2120  NAD 83(1986)-  38 27 29.47293(N)    085 35 56.37129(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2120.See file dsdata.txt to determine how the superseded data were derived.
 HZ2120
 HZ2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2223857583(NAD 83)
 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 = OCTOBER  6, 2006
 HZ2167 ***********************************************************************
 HZ2167  DESIGNATION -  INDIANA ORD WKS TANK 2009
 HZ2167  PID         -  HZ2167
 HZ2167  STATE/COUNTY-  IN/CLARK
 HZ2167  USGS QUAD   -  CHARLESTOWN (1993)
 HZ2167
 HZ2167                         *CURRENT SURVEY CONTROL
 HZ2167  ___________________________________________________________________
 HZ2167* NAD 83(1997)-  38 25 06.18609(N)    085 37 52.65251(W)     ADJUSTED  
 HZ2167* NAVD 88     -                                                        
 HZ2167  ___________________________________________________________________
 HZ2167  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 HZ2167  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HZ2167
 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
 HZ2167.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2167
 HZ2167.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2167
 HZ2167  NAD 83(1993)-  38 25 06.18637(N)    085 37 52.65250(W) AD(       ) 4
 HZ2167  NAD 83(1986)-  38 25 06.18945(N)    085 37 52.65899(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2167.See file dsdata.txt to determine how the superseded data were derived.
 HZ2167
 HZ2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1948653124(NAD 83)
 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 = OCTOBER  6, 2006
 HZ2168 ***********************************************************************
 HZ2168  DESIGNATION -  INDIANA ORD WKS TANK 2510 4
 HZ2168  PID         -  HZ2168
 HZ2168  STATE/COUNTY-  IN/CLARK
 HZ2168  USGS QUAD   -  CHARLESTOWN (1993)
 HZ2168
 HZ2168                         *CURRENT SURVEY CONTROL
 HZ2168  ___________________________________________________________________
 HZ2168* NAD 83(1997)-  38 25 05.78324(N)    085 37 52.28651(W)     ADJUSTED  
 HZ2168* NAVD 88     -                                                        
 HZ2168  ___________________________________________________________________
 HZ2168  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 HZ2168  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HZ2168
 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
 HZ2168.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2168
 HZ2168.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2168
 HZ2168  NAD 83(1993)-  38 25 05.78352(N)    085 37 52.28651(W) AD(       ) 4
 HZ2168  NAD 83(1986)-  38 25 05.78660(N)    085 37 52.29300(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2168.See file dsdata.txt to determine how the superseded data were derived.
 HZ2168
 HZ2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1949553112(NAD 83)
 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 = OCTOBER  6, 2006
 HZ2155 ***********************************************************************
 HZ2155  DESIGNATION -  INDIANA ORD WKS W CONCRETE STK
 HZ2155  PID         -  HZ2155
 HZ2155  STATE/COUNTY-  IN/CLARK
 HZ2155  USGS QUAD   -  CHARLESTOWN (1993)
 HZ2155
 HZ2155                         *CURRENT SURVEY CONTROL
 HZ2155  ___________________________________________________________________
 HZ2155* NAD 83(1997)-  38 25 52.32974(N)    085 39 33.39364(W)     ADJUSTED  
 HZ2155* NAVD 88     -                                                        
 HZ2155  ___________________________________________________________________
 HZ2155  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 HZ2155  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HZ2155
 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
 HZ2155.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2155
 HZ2155.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2155
 HZ2155  NAD 83(1993)-  38 25 52.33008(N)    085 39 33.39355(W) AD(       ) 4
 HZ2155  NAD 83(1986)-  38 25 52.33309(N)    085 39 33.40008(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2155.See file dsdata.txt to determine how the superseded data were derived.
 HZ2155
 HZ2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1702254511(NAD 83)
 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 = OCTOBER  6, 2006
 HZ2160 ***********************************************************************
 HZ2160  DESIGNATION -  INDIANA ORD WKS WATER TANK 510
 HZ2160  PID         -  HZ2160
 HZ2160  STATE/COUNTY-  IN/CLARK
 HZ2160  USGS QUAD   -  CHARLESTOWN (1993)
 HZ2160
 HZ2160                         *CURRENT SURVEY CONTROL
 HZ2160  ___________________________________________________________________
 HZ2160* NAD 83(1997)-  38 25 31.26624(N)    085 39 32.13392(W)     ADJUSTED  
 HZ2160* NAVD 88     -                                                        
 HZ2160  ___________________________________________________________________
 HZ2160  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 HZ2160  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HZ2160
 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
 HZ2160.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2160
 HZ2160.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2160
 HZ2160  NAD 83(1993)-  38 25 31.26660(N)    085 39 32.13385(W) AD(       ) 4
 HZ2160  NAD 83(1986)-  38 25 31.26960(N)    085 39 32.14036(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2160.See file dsdata.txt to determine how the superseded data were derived.
 HZ2160
 HZ2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1706253862(NAD 83)
 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 = OCTOBER  6, 2006
 ME2471 ***********************************************************************
 ME2471  DESIGNATION -  INDIANA ST POLICE POST 1 MAST
 ME2471  PID         -  ME2471
 ME2471  STATE/COUNTY-  IN/PORTER
 ME2471  USGS QUAD   -  DUNE ACRES (1991)
 ME2471
 ME2471                         *CURRENT SURVEY CONTROL
 ME2471  ___________________________________________________________________
 ME2471* NAD 83(1997)-  41 38 05.24516(N)    087 03 23.06896(W)     ADJUSTED  
 ME2471* NAVD 88     -                                                        
 ME2471  ___________________________________________________________________
 ME2471  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 ME2471  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 ME2471
 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
 ME2471.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2471
 ME2471.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2471
 ME2471  NAD 83(1994)-  41 38 05.25069(N)    087 03 23.07175(W) AD(       ) 4
 ME2471  NAD 83(1986)-  41 38 05.25563(N)    087 03 23.07014(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2471.See file dsdata.txt to determine how the superseded data were derived.
 ME2471
 ME2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM9530209230(NAD 83)
 ME2471_MARKER: 42 = RADIO/TV MAST
 ME2471
 ME2471  HISTORY     - Date     Condition        Report By
 ME2471  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2471  HISTORY     - 1963     GOOD             USGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA2018 ***********************************************************************
 KA2018  DESIGNATION -  INDIANA ST POLICE POST 5 MAST
 KA2018  PID         -  KA2018
 KA2018  STATE/COUNTY-  IN/PUTNAM
 KA2018  USGS QUAD   -  REELSVILLE (1986)
 KA2018
 KA2018                         *CURRENT SURVEY CONTROL
 KA2018  ___________________________________________________________________
 KA2018* NAD 83(1997)-  39 34 06.25909(N)    086 53 14.47046(W)     ADJUSTED  
 KA2018* NAVD 88     -                                                        
 KA2018  ___________________________________________________________________
 KA2018  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 KA2018  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KA2018
 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
 KA2018.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2018
 KA2018.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA2018
 KA2018  NAD 83(1986)-  39 34 06.26173(N)    086 53 14.46423(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2018.See file dsdata.txt to determine how the superseded data were derived.
 KA2018
 KA2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0967679862(NAD 83)
 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 = OCTOBER  6, 2006
 AI5432 ***********************************************************************
 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  USGS QUAD   -  BLOOMINGTON (1990)
 AI5432
 AI5432                         *CURRENT SURVEY CONTROL
 AI5432  ___________________________________________________________________
 AI5432* NAD 83(CORS)-  39 10 26.60567(N)    086 30 23.18321(W)     ADJUSTED  
 AI5432* NAVD 88     -       263.8    (meters)     865.     (feet)  GPS OBS   
 AI5432  ___________________________________________________________________
 AI5432  EPOCH DATE  -        2002.00
 AI5432  X           -     301,715.557 (meters)                     COMP
 AI5432  Y           -  -4,942,121.542 (meters)                     COMP
 AI5432  Z           -   4,007,461.288 (meters)                     COMP
 AI5432  ELLIP HEIGHT-         230.68  (meters)          (03/??/02) GPS OBS
 AI5432  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 AI5432
 AI5432  HORZ ORDER  -  SPECIAL (CORS)
 AI5432  ELLP ORDER  -  SPECIAL (CORS)
 AI5432
 AI5432.ITRF positions are available for this station.
 AI5432.The coordinates were established by GPS observations
 AI5432.and adjusted by the National Geodetic Survey in March 2002..
 AI5432.The coordinates are valid at the epoch date displayed above.
 AI5432.The epoch date for horizontal control is a decimal equivalence
 AI5432.of Year/Month/Day.
 AI5432
 AI5432.The orthometric height was determined by GPS observations and a
 AI5432.high-resolution geoid model.
 AI5432
 AI5432.The PID for the CORS L1 Phase Center is AI5433.
 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 geoid height was determined by GEOID03.
 AI5432
 AI5432;                    North         East     Units Scale Factor Converg.
 AI5432;SPC IN W     -   435,977.504   949,850.054   MT  0.99999725   +0 21 51.9
 AI5432;SPC IN W     - 1,430,369.53  3,116,299.72   sFT  0.99999725   +0 21 51.9
 AI5432
 AI5432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5432!SPC IN W     -   0.99996381  x   0.99999725  =   0.99996106
 AI5432
 AI5432                          SUPERSEDED SURVEY CONTROL
 AI5432
 AI5432  NAD 83(CORS)-  39 10 26.60519(N)    086 30 23.18361(W) AD(1997.00) c
 AI5432  ELLIP H (05/??/00)  230.68   (m)                       GP(1997.00) c c
 AI5432
 AI5432.Superseded values are not recommended for survey control.
 AI5432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5432.See file dsdata.txt to determine how the superseded data were derived.
 AI5432
 AI5432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4263336208(NAD 83)
 AI5432_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI5432
 AI5432                          STATION DESCRIPTION
 AI5432
 AI5432'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AI5432'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI5432'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI5432'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI5432'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI5432'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5433 ***********************************************************************
 AI5433  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI5433  DESIGNATION -  INDIANA UNIVERSIT CORS L1 PHASE CENTER
 AI5433  CORS_ID     -  IUCO
 AI5433  PID         -  AI5433
 AI5433  STATE/COUNTY-  IN/MONROE
 AI5433  USGS QUAD   -  BLOOMINGTON (1990)
 AI5433
 AI5433                         *CURRENT SURVEY CONTROL
 AI5433  ___________________________________________________________________
 AI5433* NAD 83(CORS)-  39 10 26.60566(N)    086 30 23.18316(W)     ADJUSTED  
 AI5433* NAVD 88     -                                                        
 AI5433  ___________________________________________________________________
 AI5433  EPOCH DATE  -        2002.00
 AI5433  X           -     301,715.562 (meters)                     COMP
 AI5433  Y           -  -4,942,121.604 (meters)                     COMP
 AI5433  Z           -   4,007,461.338 (meters)                     COMP
 AI5433  ELLIP HEIGHT-         230.76  (meters)          (03/??/02) GPS OBS
 AI5433  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 AI5433
 AI5433  HORZ ORDER  -  SPECIAL (CORS)
 AI5433  ELLP ORDER  -  SPECIAL (CORS)
 AI5433
 AI5433.ITRF positions are available for this station.
 AI5433.The coordinates were established by GPS observations
 AI5433.and adjusted by the National Geodetic Survey in March 2002..
 AI5433.The coordinates are valid at the epoch date displayed above.
 AI5433.The epoch date for horizontal control is a decimal equivalence
 AI5433.of Year/Month/Day.
 AI5433
 AI5433
 AI5433.The PID for the CORS ARP is AI5432.
 AI5433
 AI5433.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI5433
 AI5433.The ellipsoidal height was determined by GPS observations
 AI5433.and is referenced to NAD 83.
 AI5433
 AI5433.The geoid height was determined by GEOID03.
 AI5433
 AI5433;                    North         East     Units Scale Factor Converg.
 AI5433;SPC IN W     -   435,977.503   949,850.055   MT  0.99999725   +0 21 51.9
 AI5433;SPC IN W     - 1,430,369.52  3,116,299.72   sFT  0.99999725   +0 21 51.9
 AI5433
 AI5433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5433!SPC IN W     -   0.99996380  x   0.99999725  =   0.99996105
 AI5433
 AI5433                          SUPERSEDED SURVEY CONTROL
 AI5433
 AI5433  NAD 83(CORS)-  39 10 26.60519(N)    086 30 23.18356(W) AD(1997.00) c
 AI5433  ELLIP H (05/??/00)  230.75   (m)                       GP(1997.00) c c
 AI5433
 AI5433.Superseded values are not recommended for survey control.
 AI5433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5433.See file dsdata.txt to determine how the superseded data were derived.
 AI5433
 AI5433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4263336208(NAD 83)
 AI5433_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AI5433
 AI5433                          STATION DESCRIPTION
 AI5433
 AI5433'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AI5433'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI5433'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI5433'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI5433'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI5433'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1928 ***********************************************************************
 KA1928  DESIGNATION -  INDIANAPOLIS CAPITOL DOME FLAG
 KA1928  PID         -  KA1928
 KA1928  STATE/COUNTY-  IN/MARION
 KA1928  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA1928
 KA1928                         *CURRENT SURVEY CONTROL
 KA1928  ___________________________________________________________________
 KA1928* NAD 83(1997)-  39 46 07.03296(N)    086 09 45.49599(W)     ADJUSTED  
 KA1928* NAVD 88     -                                                        
 KA1928  ___________________________________________________________________
 KA1928  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 KA1928  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KA1928
 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
 KA1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1928
 KA1928.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1928
 KA1928  NAD 83(1986)-  39 46 07.03070(N)    086 09 45.51113(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1928.See file dsdata.txt to determine how the superseded data were derived.
 KA1928
 KA1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7171802412(NAD 83)
 KA1928_MARKER: 62 = FLAGPOLE
 KA1928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1928+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1927 ***********************************************************************
 KA1927  DESIGNATION -  INDIANAPOLIS CIT GAS COKE STK
 KA1927  PID         -  KA1927
 KA1927  STATE/COUNTY-  IN/MARION
 KA1927  USGS QUAD   -  INDIANAPOLIS EAST (1980)
 KA1927
 KA1927                         *CURRENT SURVEY CONTROL
 KA1927  ___________________________________________________________________
 KA1927* NAD 83(1997)-  39 45 14.39525(N)    086 06 49.56715(W)     ADJUSTED  
 KA1927* NAVD 88     -                                                        
 KA1927  ___________________________________________________________________
 KA1927  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 KA1927  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KA1927
 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
 KA1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1927
 KA1927.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1927
 KA1927  NAD 83(1986)-  39 45 14.40051(N)    086 06 49.59302(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1927.See file dsdata.txt to determine how the superseded data were derived.
 KA1927
 KA1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7592000830(NAD 83)
 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 = OCTOBER  6, 2006
 JZ3314 ***********************************************************************
 JZ3314  DESIGNATION -  INDIANAPOLIS DAYTON AWY BCN 4
 JZ3314  PID         -  JZ3314
 JZ3314  STATE/COUNTY-  IN/HENRY
 JZ3314  USGS QUAD   -  LEWISVILLE (1970)
 JZ3314
 JZ3314                         *CURRENT SURVEY CONTROL
 JZ3314  ___________________________________________________________________
 JZ3314* NAD 83(1997)-  39 48 24.63127(N)    085 20 04.08196(W)     ADJUSTED  
 JZ3314* NAVD 88     -                                                        
 JZ3314  ___________________________________________________________________
 JZ3314  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 JZ3314  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JZ3314
 JZ3314  HORZ ORDER  -  THIRD
 JZ3314
 JZ3314.The horizontal coordinates were established by classical geodetic methods
 JZ3314.and adjusted by the National Geodetic Survey in May 1999..
 JZ3314
 JZ3314
 JZ3314.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3314
 JZ3314.The geoid height was determined by GEOID03.
 JZ3314
 JZ3314;                    North         East     Units Scale Factor Converg.
 JZ3314;SPC IN E     -   506,124.280   128,446.643   MT  0.99997663   +0 12 45.6
 JZ3314;SPC IN E     - 1,660,509.41    421,412.03   sFT  0.99997663   +0 12 45.6
 JZ3314;UTM  16      - 4,407,645.778   642,572.817   MT  0.99985025   +1 03 59.2
 JZ3314
 JZ3314                          SUPERSEDED SURVEY CONTROL
 JZ3314
 JZ3314  NAD 83(1995)-  39 48 24.63298(N)    085 20 04.09108(W) AD(       ) 4
 JZ3314  NAD 83(1986)-  39 48 24.63351(N)    085 20 04.09773(W) AD(       ) 4
 JZ3314  NAD 27      -  39 48 24.46800(N)    085 20 04.21300(W) AD(       ) 3
 JZ3314
 JZ3314.Superseded values are not recommended for survey control.
 JZ3314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3314.See file dsdata.txt to determine how the superseded data were derived.
 JZ3314
 JZ3314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK4257307646(NAD 83)
 JZ3314_MARKER: 22 = AIRWAY BEACON
 JZ3314
 JZ3314  HISTORY     - Date     Condition        Report By
 JZ3314  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3314  HISTORY     - 1948     GOOD             CGS
 JZ3314  HISTORY     - 20030511 MARK NOT FOUND   GEOCAC
 JZ3314
 JZ3314                          STATION DESCRIPTION
 JZ3314
 JZ3314'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3314'AN AIRWAY BEACON, LOCATED ABOUT 0.1 MI. EAST OF LEWISVILLE ON LAND
 JZ3314'OWNED BY MARY JOHNSON, IT IS ABOUT 80 FEET SOUTH OF U.S. HIGHWAY
 JZ3314'40 AND ABOUT 200 FEET SOUTHWEST OF A TEXACO GAS STATION. THE BEACON
 JZ3314'IS A STANDARD ORANGE AND WHITE 50-FOOT REVOLVING AIRWAY BEACON.
 JZ3314
 JZ3314                          STATION RECOVERY (1948)
 JZ3314
 JZ3314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 JZ3314'RECOVERED AS DESCRIBED.
 JZ3314
 JZ3314                          STATION RECOVERY (2003)
 JZ3314
 JZ3314'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ3314'THE AIRWAY BEACON IS GONE, REPLACED BY A FARMER S FIELD.
 JZ3314' 
 JZ3314' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1917 ***********************************************************************
 KA1917  DESIGNATION -  INDIANAPOLIS P R MALLORY CO TK
 KA1917  PID         -  KA1917
 KA1917  STATE/COUNTY-  IN/MARION
 KA1917  USGS QUAD   -  INDIANAPOLIS EAST (1980)
 KA1917
 KA1917                         *CURRENT SURVEY CONTROL
 KA1917  ___________________________________________________________________
 KA1917* NAD 83(1997)-  39 46 03.86489(N)    086 06 45.37493(W)     ADJUSTED  
 KA1917* NAVD 88     -                                                        
 KA1917  ___________________________________________________________________
 KA1917  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 KA1917  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KA1917
 KA1917  HORZ ORDER  -  THIRD
 KA1917
 KA1917.The horizontal coordinates were established by classical geodetic methods
 KA1917.and adjusted by the National Geodetic Survey in May 1999..
 KA1917
 KA1917
 KA1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1917
 KA1917.The geoid height was determined by GEOID03.
 KA1917
 KA1917;                    North         East     Units Scale Factor Converg.
 KA1917;SPC IN E     -   501,825.251    61,792.178   MT  0.99998463   -0 17 06.9
 KA1917;SPC IN E     - 1,646,405.01    202,729.84   sFT  0.99998463   -0 17 06.9
 KA1917;UTM  16      - 4,402,355.692   576,004.414   MT  0.99967112   +0 34 03.6
 KA1917
 KA1917                          SUPERSEDED SURVEY CONTROL
 KA1917
 KA1917  NAD 83(1986)-  39 46 03.87095(N)    086 06 45.40051(W) AD(       ) 4
 KA1917  NAD 27      -  39 46 03.71000(N)    086 06 45.45000(W) AD(       ) 3
 KA1917
 KA1917.Superseded values are not recommended for survey control.
 KA1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1917.See file dsdata.txt to determine how the superseded data were derived.
 KA1917
 KA1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7600402356(NAD 83)
 KA1917_MARKER: 53 = ELEVATED TANK
 KA1917
 KA1917  HISTORY     - Date     Condition        Report By
 KA1917  HISTORY     - 1939     FIRST OBSERVED   CGS
 KA1917  HISTORY     - 1965     GOOD             CGS
 KA1917  HISTORY     - 19950914 MARK NOT FOUND   USPSQD
 KA1917
 KA1917                          STATION DESCRIPTION
 KA1917
 KA1917'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA1917'THE STATION IS LOCATED AT 3029 E WASHINGTON STREET ON THE GROUNDS OF
 KA1917'THE P.R. MALLORY AND COMPANY. IT IS LOCATED IN THE CENTRAL PART OF
 KA1917'THE GROUNDS ABOUT 75 FEET W OF THE SW CORNER OF A BRICK BUILDING
 KA1917'WHICH IS IN THE NE CORNER OF ABOVE GROUNDS. IT IS BOUNDED ON THE
 KA1917'W BY CHRISTIAN STREET, ON THE S BY MOORE AVENUE, ON THE N BY
 KA1917'WASHINGTON STREET AND ON THE E BY GRAY STREET.
 KA1917'
 KA1917'THE TANK WAS BUILT IN 1925. IT HAS FOUR STEEL TRUSSWORK LEGS PAINTED
 KA1917'BLACK WHICH ARE ABOUT 100 FEET HIGH. THE VERTICAL SECTION
 KA1917'IS PAINTED BLUE WITH THE WORDS P.R. MALLORY PAINTED IN ORANGE ON THE
 KA1917'N AND S SIDES. THE OVAL BOTTOM AND THE ROOF OF THE VERTICAL
 KA1917'SECTION ARE PAINTED ALUMINUM AND THERE IS A SILVER BALL AT THE APEX
 KA1917'OF THE ROOF. THE TOTAL HEIGHT IS ABOUT 125 FEET.
 KA1917
 KA1917                          STATION RECOVERY (1965)
 KA1917
 KA1917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 KA1917'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE TANK
 KA1917'IS NOW PAINTED SILVER WITH NO WRITING ON IT.  THERE IS ALSO A LARGE
 KA1917'STACK ABOUT 40 FEET NORTH OF THE TANK AND ABOUT 50 FEET HIGHER THEN
 KA1917'THE TANK.
 KA1917
 KA1917                          STATION RECOVERY (1995)
 KA1917
 KA1917'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA1917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1929 ***********************************************************************
 KA1929  DESIGNATION -  INDIANAPOLIS SOLDIERS SAIL MON
 KA1929  PID         -  KA1929
 KA1929  STATE/COUNTY-  IN/MARION
 KA1929  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA1929
 KA1929                         *CURRENT SURVEY CONTROL
 KA1929  ___________________________________________________________________
 KA1929* NAD 83(1997)-  39 46 06.66537(N)    086 09 28.94693(W)     ADJUSTED  
 KA1929* NAVD 88     -                                                        
 KA1929  ___________________________________________________________________
 KA1929  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 KA1929  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KA1929
 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
 KA1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1929
 KA1929.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1929
 KA1929  NAD 83(1986)-  39 46 06.67335(N)    086 09 28.97874(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1929.See file dsdata.txt to determine how the superseded data were derived.
 KA1929
 KA1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7211202404(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1960 ***********************************************************************
 KA1960  DESIGNATION -  INDIANAPOLIS ST LOU AWY BCN 22
 KA1960  PID         -  KA1960
 KA1960  STATE/COUNTY-  IN/HENDRICKS
 KA1960  USGS QUAD   -  PLAINFIELD (1980)
 KA1960
 KA1960                         *CURRENT SURVEY CONTROL
 KA1960  ___________________________________________________________________
 KA1960* NAD 83(1997)-  39 41 20.19940(N)    086 26 15.32616(W)     ADJUSTED  
 KA1960* NAVD 88     -                                                        
 KA1960  ___________________________________________________________________
 KA1960  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 KA1960  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KA1960
 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
 KA1960.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1960
 KA1960.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1960
 KA1960  NAD 83(1986)-  39 41 20.19786(N)    086 26 15.32726(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1960.See file dsdata.txt to determine how the superseded data were derived.
 KA1960
 KA1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4822493385(NAD 83)
 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 = OCTOBER  6, 2006
 KA2004 ***********************************************************************
 KA2004  DESIGNATION -  INDIANAPOLIS ST LOU AWY BCN 21
 KA2004  PID         -  KA2004
 KA2004  STATE/COUNTY-  IN/HENDRICKS
 KA2004  USGS QUAD   -  COATESVILLE (1983)
 KA2004
 KA2004                         *CURRENT SURVEY CONTROL
 KA2004  ___________________________________________________________________
 KA2004* NAD 83(1997)-  39 38 03.95580(N)    086 37 40.82250(W)     ADJUSTED  
 KA2004* NAVD 88     -                                                        
 KA2004  ___________________________________________________________________
 KA2004  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 KA2004  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KA2004
 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
 KA2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2004
 KA2004.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA2004
 KA2004  NAD 83(1986)-  39 38 03.95503(N)    086 37 40.81862(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2004.See file dsdata.txt to determine how the superseded data were derived.
 KA2004
 KA2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3192287250(NAD 83)
 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 = OCTOBER  6, 2006
 KA1953 ***********************************************************************
 KA1953  DESIGNATION -  INDIANAPOLIS VAN CAMP CO STACK
 KA1953  PID         -  KA1953
 KA1953  STATE/COUNTY-  IN/MARION
 KA1953  USGS QUAD   -  MAYWOOD (1986)
 KA1953
 KA1953                         *CURRENT SURVEY CONTROL
 KA1953  ___________________________________________________________________
 KA1953* NAD 83(1997)-  39 44 22.34275(N)    086 09 03.63428(W)     ADJUSTED  
 KA1953* NAVD 88     -                                                        
 KA1953  ___________________________________________________________________
 KA1953  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 KA1953  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KA1953
 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
 KA1953.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1953
 KA1953.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1953
 KA1953  NAD 83(1986)-  39 44 22.34194(N)    086 09 03.64675(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1953.See file dsdata.txt to determine how the superseded data were derived.
 KA1953
 KA1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7274599194(NAD 83)
 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 = OCTOBER  6, 2006
 KA1922 ***********************************************************************
 KA1922  DESIGNATION -  INDIANPOLIS PRR CAR BARNS STK
 KA1922  PID         -  KA1922
 KA1922  STATE/COUNTY-  IN/MARION
 KA1922  USGS QUAD   -  INDIANAPOLIS EAST (1980)
 KA1922
 KA1922                         *CURRENT SURVEY CONTROL
 KA1922  ___________________________________________________________________
 KA1922* NAD 83(1997)-  39 45 17.09778(N)    086 05 24.60141(W)     ADJUSTED  
 KA1922* NAVD 88     -                                                        
 KA1922  ___________________________________________________________________
 KA1922  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 KA1922  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 KA1922
 KA1922  HORZ ORDER  -  THIRD
 KA1922
 KA1922.The horizontal coordinates were established by classical geodetic methods
 KA1922.and adjusted by the National Geodetic Survey in May 1999..
 KA1922
 KA1922
 KA1922.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1922
 KA1922.The geoid height was determined by GEOID03.
 KA1922
 KA1922;                    North         East     Units Scale Factor Converg.
 KA1922;SPC IN E     -   500,373.585    63,707.770   MT  0.99998288   -0 16 15.0
 KA1922;SPC IN E     - 1,641,642.34    209,014.58   sFT  0.99998288   -0 16 15.0
 KA1922;UTM  16      - 4,400,933.141   577,940.799   MT  0.99967479   +0 34 54.7
 KA1922
 KA1922                          SUPERSEDED SURVEY CONTROL
 KA1922
 KA1922  NAD 83(1986)-  39 45 17.10233(N)    086 05 24.62515(W) AD(       ) 4
 KA1922  NAD 27      -  39 45 16.94000(N)    086 05 24.68000(W) AD(       ) 3
 KA1922
 KA1922.Superseded values are not recommended for survey control.
 KA1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1922.See file dsdata.txt to determine how the superseded data were derived.
 KA1922
 KA1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7794100933(NAD 83)
 KA1922_MARKER: 63 = STACK
 KA1922
 KA1922  HISTORY     - Date     Condition        Report By
 KA1922  HISTORY     - 1939     FIRST OBSERVED   CGS
 KA1922  HISTORY     - 1965     GOOD             CGS
 KA1922  HISTORY     - 19950914 MARK NOT FOUND   USPSQD
 KA1922
 KA1922                          STATION DESCRIPTION
 KA1922
 KA1922'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA1922'THE STATION IS A STACK LOCATED ON THE GROUNDS OF THE PENNSYLVANIA
 KA1922'RAILROAD CAR BARNS AND ROUND HOUSE. IT IS APPROXIMATELY
 KA1922'300 FEET NW OF A COAL ELEVATOR, AND IS BOUNDED ON THE S BY PROSPECT
 KA1922'STREET, ON THE E BY EMERSON STREET, N BY ENGLISH AVENUE, AND ON
 KA1922'THE W BY SOUTHEASTERN AVENUE.
 KA1922'
 KA1922'THE STACK IS CONSTRUCTED OF RED FIRE BRICK. IT IS APPROXIMATELY 20
 KA1922'FEET IN DIAMETER AT THE BOTTOM, 10 FEET AT THE TOP AND 200 FEET
 KA1922'HIGH.
 KA1922
 KA1922                          STATION RECOVERY (1965)
 KA1922
 KA1922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 KA1922'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 KA1922
 KA1922                          STATION RECOVERY (1995)
 KA1922
 KA1922'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA1922'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2375 ***********************************************************************
 LA2375  DESIGNATION -  INDOH
 LA2375  PID         -  LA2375
 LA2375  STATE/COUNTY-  IN/ADAMS
 LA2375  USGS QUAD   -  WILLSHIRE (1960)
 LA2375
 LA2375                         *CURRENT SURVEY CONTROL
 LA2375  ___________________________________________________________________
 LA2375* NAD 83(1997)-  40 39 39.91908(N)    084 48 08.61782(W)     ADJUSTED  
 LA2375* NAVD 88     -       254.     (meters)     833.     (feet)  SCALED    
 LA2375  ___________________________________________________________________
 LA2375  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 LA2375  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 LA2375
 LA2375  HORZ ORDER  -  THIRD
 LA2375
 LA2375.The horizontal coordinates were established by classical geodetic methods
 LA2375.and adjusted by the National Geodetic Survey in May 1999..
 LA2375
 LA2375.The orthometric height was scaled from a topographic map.
 LA2375
 LA2375.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2375
 LA2375.The geoid height was determined by GEOID03.
 LA2375
 LA2375;                    North         East     Units Scale Factor Converg.
 LA2375;SPC IN E     -   601,282.310   173,084.932   MT  1.00003239   +0 33 47.4
 LA2375;SPC IN E     - 1,972,707.05    567,862.81   sFT  1.00003239   +0 33 47.4
 LA2375;SPC OH N     -   112,996.410   405,328.421   MT  0.99996417   -1 30 45.2
 LA2375;UTM  16      - 4,503,457.803   685,772.462   MT  1.00002481   +1 25 56.4
 LA2375
 LA2375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2375!SPC IN E     -   0.99996543  x   1.00003239  =   0.99999782
 LA2375!SPC OH N     -   0.99996543  x   0.99996417  =   0.99992960
 LA2375!UTM  16      -   0.99996543  x   1.00002481  =   0.99999024
 LA2375
 LA2375:                Primary Azimuth Mark                     Grid Az
 LA2375:SPC IN E     -  INDOH AZ MK                              263 47 39.0
 LA2375:SPC OH N     -  INDOH AZ MK                              265 52 11.6
 LA2375:UTM  16      -  INDOH AZ MK                              262 55 30.0
 LA2375
 LA2375|---------------------------------------------------------------------|
 LA2375| PID    Reference Object                     Distance      Geod. Az  |
 LA2375|                                                           dddmmss.s |
 LA2375| CF2713 INDOH AZ MK                                        2642126.4 |
 LA2375| CF2715 INDOH RM 2                           23.287 METERS 26933     |
 LA2375| CF2714 INDOH RM 1                           24.893 METERS 35816     |
 LA2375|---------------------------------------------------------------------|
 LA2375
 LA2375                          SUPERSEDED SURVEY CONTROL
 LA2375
 LA2375  NAD 83(1995)-  40 39 39.91925(N)    084 48 08.61817(W) AD(       ) 3
 LA2375  NAD 83(1986)-  40 39 39.92152(N)    084 48 08.63371(W) AD(       ) 3
 LA2375  NAD 27      -  40 39 39.75690(N)    084 48 08.76500(W) AD(       ) 3
 LA2375
 LA2375.Superseded values are not recommended for survey control.
 LA2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2375.See file dsdata.txt to determine how the superseded data were derived.
 LA2375
 LA2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8577203458(NAD 83)
 LA2375_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2375_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LA2375
 LA2375  HISTORY     - Date     Condition        Report By
 LA2375  HISTORY     - 1955     MONUMENTED       CGS
 LA2375  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LA2375  HISTORY     - 1970     SEE DESCRIPTION  NGS
 LA2375
 LA2375                          STATION DESCRIPTION
 LA2375
 LA2375'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2375'THE STATION IS LOCATED ABOUT 8 MILES EAST OF BERNE, ON LAND OWNED BY
 LA2375'MRS. C.  BOLLENEACHER.  IT
 LA2375'IS 40 FEET WEST OF THE CENTER OF OHIO STATE HIGHWAY 707 AND 22 FEET
 LA2375'NORTHEAST OF THE NORTHWEST CORNER OF
 LA2375'A BARN.
 LA2375'
 LA2375'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 27 AND STATE
 LA2375'HIGHWAY 118 IN BARNER, GO
 LA2375'EAST ON HIGHWAY 118 FOR 7.35 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 LA2375'CONTINUE EAST ON THE HIGHWAY FOR
 LA2375'0.75 MILE TO A T-JUNCTION AND OHIO STATE HIGHWAY 707,
 LA2375'TURN LEFT AND GO NORTH ON HIGHWAY 707 FOR 0.05 MILE
 LA2375'TO THE STATION ON THE LEFT.
 LA2375'
 LA2375'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2375'INDOH 1955.
 LA2375'
 LA2375'REFERENCE MARK 1 IS 59 FEET WEST OF A POWERLINE POLE, 41 FEET WEST OF
 LA2375'THE CENTER OF THE HIGHWAY AND
 LA2375'1 FOOT SOUTH OF THE SOUTHWEST CORNER OF A SMALL BARN.  THE MARK
 LA2375'PROJECTS 4 INCHES, AND THE DISK IS
 LA2375'STAMPED INDOH NO 1 1955.
 LA2375'
 LA2375'REFERENCE MARK 2 IS 2 FEET EAST OF A BOARD FENCE AND 2 FEET NORTHEAST
 LA2375'OF A 4 INCH X 4 INCH WHITE WITNESS
 LA2375'POST.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED INDOH NO 2
 LA2375'1955.
 LA2375'
 LA2375'THE AZIMUTH MARK IS ABOUT 200 FEET SOUTH OF THE GLENN MYERS
 LA2375'FARMHOUSE, 39 FEET SOUTH OF
 LA2375'THE CENTER OF HIGHWAY 118, 8 FEET EAST OF A TRANSFORMER POLE AND 5
 LA2375'FEET NORTHEAST OF A 4 INCH X
 LA2375'4 INCH WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES, AND THE DISK
 LA2375'IS STAMPED INDOH 1955.
 LA2375'
 LA2375'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2375
 LA2375                          STATION RECOVERY (1963)
 LA2375
 LA2375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2375'ALL MARKS RECOVERED IN APPARENTLY GOOD CONDITION AS ORIGINALLY
 LA2375'DESCRIBED AS NEAR AS COULD BE
 LA2375'DETERMINED WITH THE STATION UNDER A TEMPORARY BUILDING AND NOT FULLY
 LA2375'ACCESSIBLE.
 LA2375'
 LA2375'ABOUT 8.1 MILES E ALONG NO. 118 INDIANA HWY. FROM ITS INTERSECTION
 LA2375'WITH NO. 27 U. S.  HWY. IN WESTERN
 LA2375'PART OF BERNE, TO ITS T-INTERSECTION WITH STATE LINE ROAD AND THE
 LA2375'STATION ON THE LEFT, ABOUT 89 YARDS N
 LA2375'OF CENTER LINE OF NO. 118 HWY., 40 FEET W OF CENTER LINE OF
 LA2375'STATE LINE ROAD OR NO. 707 OHIO HWY., 22 FEET NE
 LA2375'OF NW CORNER OF A BARN, STANDARD DISKS OF
 LA2375'UNKNOWN STAMPING (NOT CHECKED--INACCESSIBLE) IN 1B AND 7A MARKS
 LA2375'WITH THE UPPER FLUSH.
 LA2375'REFERENCE STAMPED INDOH NO 1
 LA2375'1955, NOTE 11B, FLUSH, IS APPROX. 76.40 FEET OR 23.287
 LA2375'METERS N OF STATION, 41-1/2 FEET W OF CENTER
 LA2375'LINE OF 18-FOOT ASPHALT PAVEMENT, AND 70 FEET
 LA2375'NE OF SE CORNER OF ROCK FOUNDATION OF LARGE BARN.
 LA2375'
 LA2375'REFERENCE STAMPED INDOH NO 2 1955, NOTE 11B, PROJECTS 0.1 FOOT, IS
 LA2375'APPARENTLY CLOSELY 81.67 FEET OR
 LA2375'24.893 METERS W OF STATION, 44 FEET SSW OF SE CORNER OF BARN, AND
 LA2375'17-1/2 FEET W OF PROJECTED PLANE OF E
 LA2375'WALL OF THE SAID BARN.
 LA2375'
 LA2375'AZIMUTH MARK STAMPED INDOH 1955, NOTE 16B, IS ABOUT 0.75 MILE W OF
 LA2375'STATION, 37 FEET S OF CENTER LINE
 LA2375'OF 20-FOOT ASPHALT PAVEMENT OF THE INDIANA HWY., 0.3 FOOT LOWER THAN
 LA2375'SAME, 8-1/2 FEET E OF NO. 50/247
 LA2375'TRANSFORMER POWER POLE, 4 FEET E OF PROJECTED PLANE OF THE W
 LA2375'TWO-STORY WALL OF A ONE-AND-TWO-STORY FRAME
 LA2375'HOUSE ON N SIDE OF HWY., 1.6 FEET E OF STEEL
 LA2375'WITNESS POST, AND PROJECTING ABOUT 0.2 FOOT ABOVE GROUND.
 LA2375
 LA2375                          STATION RECOVERY (1970)
 LA2375
 LA2375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 LA2375'THE STATION MARK AND REFERENCE MARK 1 HAVE BEEN DESTROYED BY THE
 LA2375'CONSTRUCTION OF FARM
 LA2375'STORAGE BINS.  REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED
 LA2375'AND FOUND TO BE IN GOOD
 LA2375'CONDITION.  A NEW STATION MARK STAMPED INDOH 2 1970 AND A NEW
 LA2375'REFERENCE MARK STAMPED INDOH 2 NO 3
 LA2375'1970 WERE ESTABLISHED AT THIS TIME.
 LA2375'
 LA2375'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR INDOH 2
 LA2375'1970.
 LA2375'
 LA2375'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 8 MILES EAST OF
 LA2375'BERNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0249 ***********************************************************************
 ME0249  DESIGNATION -  INWOOD
 ME0249  PID         -  ME0249
 ME0249  STATE/COUNTY-  IN/MARSHALL
 ME0249  USGS QUAD   -  INWOOD (1994)
 ME0249
 ME0249                         *CURRENT SURVEY CONTROL
 ME0249  ___________________________________________________________________
 ME0249* NAD 83(1997)-  41 18 53.22904(N)    086 11 50.41501(W)     ADJUSTED  
 ME0249* NAVD 88     -       255.946  (meters)     839.72   (feet)  ADJUSTED  
 ME0249  ___________________________________________________________________
 ME0249  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 ME0249  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME0249  DYNAMIC HT  -         255.837 (meters)     839.36  (feet)  COMP
 ME0249  MODELED GRAV-     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
 ME0249.and adjusted by the National Geodetic Survey in June 1991..
 ME0249
 ME0249.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME0249
 ME0249.The geoid height was determined by GEOID03.
 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;                    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  =   0.99962071
 ME0249
 ME0249:                Primary Azimuth Mark                     Grid Az
 ME0249:SPC IN E     -  INWOOD AZ MK                             106 13 49.6
 ME0249:UTM  16      -  INWOOD AZ MK                             105 21 00.5
 ME0249
 ME0249|---------------------------------------------------------------------|
 ME0249| PID    Reference Object                     Distance      Geod. Az  |
 ME0249|                                                           dddmmss.s |
 ME0249| ME0247 INWOOD AZ MK                                       1055248.3 |
 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
 ME0249.Superseded values are not recommended for survey control.
 ME0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0249.See file dsdata.txt to determine how the superseded data were derived.
 ME0249
 ME0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6718374013(NAD 83)
 ME0249_MARKER: DS = TRIANGULATION STATION DISK
 ME0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0249_SP_SET: CONCRETE POST
 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             NGS
 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
 ME0249'SOUTH SIDE OF U.S. HIGHWAY 30 AND ON THE HIGHWAY RIGHT OF WAY.  IT IS
 ME0249'68 FEET SOUTH OF THE CENTER OF
 ME0249'HIGHWAY 30, 53 FEET NORTH OF THE NORTH RAIL OF THE PENNA. RAILROAD
 ME0249'TRACKS AND 36 FEET EAST OF AN 8 INCH
 ME0249'IRONWOOD TREE.  THE MARK PROJECTS 2 INCHES AND
 ME0249'THE DISK IS STAMPED INWOOD 1952.
 ME0249'
 ME0249'REFERENCE MARK NO. 1 IS 74 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 ME0249'AND 29 FEET NORTH OF THE
 ME0249'NORTH RAIL OF THE RAILROAD TRACKS.  THE MARK PROJECTS 6 INCHES AND
 ME0249'THE DISK IS STAMPED INWOOD NO 1 1952.
 ME0249'
 ME0249'REFERENCE MARK NO. 2 IS 55 FEET SOUTHWEST OF THE 8 INCH IRONWOOD
 ME0249'TREE, 49 FEET SOUTHEAST OF
 ME0249'A FENCE CORNER AND 26 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 ME0249'TRACKS.  THE MARK PROJECTS 4 INCHES
 ME0249'AND THE DISK IS STAMPED INWOOD NO 2 1952.
 ME0249'
 ME0249'AZIMUTH MARK IS 175 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 ME0249'HOUSE, 62 FEET NORTH OF THE
 ME0249'CENTER OF THE HIGHWAY, 4 FEET WEST OF A TELEPHONE POLE, 2 FEET WEST
 ME0249'OF A WHITE WITNESS POST AND 1 FOOT
 ME0249'SOUTH OF A FENCE LINE.  THE MARK PROJECTS 8 INCHES AND THE
 ME0249'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
 ME0249'HIGHWAY 30 FOR 5.7 MILES TO A PAVED CROSSROAD IN INWOOD, CONTINUE ON
 ME0249'HIGHWAY 30 FOR 0.4 MILE TO THE STATION
 ME0249'ON THE RIGHT AS DESCRIBED, CONTINUE ON THE HIGHWAY
 ME0249'FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 ME0249'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
 ME0249'CONDITION.  THE DESCRIPTION
 ME0249'IS ADEQUATE FOR RECOVERY.
 ME0249
 ME0249                          STATION RECOVERY (1968)
 ME0249
 ME0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 ME0249'0.3 MI SE FROM INWOOD.
 ME0249'ABOUT 0.3 MILE SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM
 ME0249'THE CROSSING OF HAWTHORN ROAD AT INWOOD, BETWEEN THE TRACK AND
 ME0249'U.S. HIGHWAY 30, IN SECTION 17, R 3 E, T 33 N, AT THE OUTSIDE OF
 ME0249'A CURVE, 77 FEET WEST OF THE CENTER OF THE JUNCTION OF THE
 ME0249'HIGHWAY AND A GRAVELED DRIVEWAY LEADING NORTHEAST, 66 FEET
 ME0249'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 30, 52.3 FEET
 ME0249'NORTHEAST OF THE NORTHEAST RAIL OF THE WESTBOUND TRACK, 48 1/2
 ME0249'FEET NORTHEAST OF A WHISTLE POST, ABOUT LEVEL WITH THE HIGHWAY,
 ME0249'3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 ME0249'CONCRETE POST 2 INCHES BELOW THE 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
 ME0249'MARKS WERE VERIFIED.  DUE TO MAJOR ROAD CHANGES A NEW DESCRIPTION
 ME0249'FOLLOWS.  THE STATION IS LOCATED AT THE EAST EDGE OF THE VILLAGE
 ME0249'OF INWOOD, ALONG THE NORTH SIDE OF THE PENNA.  RAILROAD TRACKS AND
 ME0249'ON HIGHWAY RIGHT OF WAY.
 ME0249'
 ME0249'THE STATION IS 53 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 ME0249'TRACKS, 66 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT
 ME0249'WEST OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH WITH THE
 ME0249'GROUND AND THE DISK IS STAMPED INWOOD 1952.
 ME0249'
 ME0249'TO REACH THE STATION FROM THE INTERSECTIONS OF JEFFERSON ST. AND
 ME0249'NORTH MICHIGAN ST. IN PLYMOUTH, GO EAST ON JEFFERSON ST. (OLD U.S.
 ME0249'HIGHWAY 30) FOR 5.7 MILES TO A CROSSROAD IN THE VILLAGE OF INWOOD.
 ME0249'CONTINUE EAST ON THE HIGHWAY FOR 0.4 MILE TO THE STATION ON THE
 ME0249'RIGHT AS DESCRIBED.
 ME0249'
 ME0249'REFERENCE MARK 1 IS 74 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 ME0249'29 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK AND 1 FOOT
 ME0249'WEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND
 ME0249'THE DISK IS 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
 ME0249'EAST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND
 ME0249'THE DISK IS STAMPED INWOOD NO 2 1952.
 ME0249'
 ME0249'THE AZIMUTH MARK IS 117 FEET WEST OF THE CENTERLINE OF A DRIVEWAY,
 ME0249'62 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF A
 ME0249'METAL WITNESS POST AND 1 FOOT SOUTH OF A FENCELINE.  THE MONUMENT
 ME0249'PROJECTS 6 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
 ME0249'OF PLYMOUTH.
 ME0249
 ME0249                          STATION RECOVERY (1983)
 ME0249
 ME0249'RECOVERY NOTE BY US POWER SQUADRON 1983 (TCR)
 ME0249'INWOOD 1952 RECOVERED GOOD.
 ME0249'
 ME0249'NOTE--ONE FOOT WEST OF A METAL WITNESS POST.
 ME0249'
 ME0249'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 = OCTOBER  6, 2006
 ME0247 ***********************************************************************
 ME0247  DESIGNATION -  INWOOD AZ MK
 ME0247  PID         -  ME0247
 ME0247  STATE/COUNTY-  IN/MARSHALL
 ME0247  USGS QUAD   -  INWOOD (1994)
 ME0247
 ME0247                         *CURRENT SURVEY CONTROL
 ME0247  ___________________________________________________________________
 ME0247* NAD 83(1986)-  41 18 47.     (N)    086 11 22.     (W)     SCALED    
 ME0247* NAVD 88     -       255.393  (meters)     837.90   (feet)  ADJUSTED  
 ME0247  ___________________________________________________________________
 ME0247  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 ME0247  DYNAMIC HT  -         255.284 (meters)     837.54  (feet)  COMP
 ME0247  MODELED GRAV-     980,192.0   (mgal)                       NAVD 88
 ME0247
 ME0247  VERT ORDER  -  FIRST     CLASS I
 ME0247
 ME0247.The horizontal coordinates were scaled from a topographic map and have
 ME0247.an estimated accuracy of +/- 6 seconds.
 ME0247
 ME0247.The orthometric height was determined by differential leveling
 ME0247.and adjusted by the National Geodetic Survey in April 1995..
 ME0247
 ME0247.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0247
 ME0247  NAVD 88 (06/15/91)  255.386  (m)          837.88   (f) UNKNOWN     1 1
 ME0247  NGVD 29 (01/19/93)  255.515  (m)          838.30   (f) ADJUSTED    1 1
 ME0247
 ME0247.Superseded values are not recommended for survey control.
 ME0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0247.See file dsdata.txt to determine how the superseded data were derived.
 ME0247
 ME0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL678738(NAD 83)
 ME0247_MARKER: DZ = AZIMUTH MARK DISK
 ME0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0247_SP_SET: CONCRETE POST
 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             NGS
 ME0247  HISTORY     - 1990     GOOD             USPSQD
 ME0247  HISTORY     - 19920909 GOOD             NGS
 ME0247
 ME0247                          STATION DESCRIPTION
 ME0247
 ME0247'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0248 ***********************************************************************
 ME0248  DESIGNATION -  INWOOD RM 1
 ME0248  PID         -  ME0248
 ME0248  STATE/COUNTY-  IN/MARSHALL
 ME0248  USGS QUAD   -  INWOOD (1994)
 ME0248
 ME0248                         *CURRENT SURVEY CONTROL
 ME0248  ___________________________________________________________________
 ME0248* NAD 83(1986)-  41 18 53.     (N)    086 11 50.     (W)     SCALED    
 ME0248* NAVD 88     -       255.997  (meters)     839.88   (feet)  ADJUSTED  
 ME0248  ___________________________________________________________________
 ME0248  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME0248  DYNAMIC HT  -         255.888 (meters)     839.53  (feet)  COMP
 ME0248  MODELED GRAV-     980,191.0   (mgal)                       NAVD 88
 ME0248
 ME0248  VERT ORDER  -  FIRST     CLASS I
 ME0248
 ME0248.The horizontal coordinates were scaled from a topographic map and have
 ME0248.an estimated accuracy of +/- 6 seconds.
 ME0248
 ME0248.The orthometric height was determined by differential leveling
 ME0248.and adjusted by the National Geodetic Survey in June 1991..
 ME0248
 ME0248.The geoid height was determined by GEOID03.
 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     -   673,650.       55,580.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0248.See file dsdata.txt to determine how the superseded data were derived.
 ME0248
 ME0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL671740(NAD 83)
 ME0248_MARKER: DR = REFERENCE MARK DISK
 ME0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0248_STAMPING: INWOOD NO 1 1952
 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             NGS
 ME0248  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME0248  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0248
 ME0248                          STATION DESCRIPTION
 ME0248
 ME0248'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0250 ***********************************************************************
 ME0250  DESIGNATION -  INWOOD RM 2
 ME0250  PID         -  ME0250
 ME0250  STATE/COUNTY-  IN/MARSHALL
 ME0250  USGS QUAD   -  INWOOD (1994)
 ME0250
 ME0250                         *CURRENT SURVEY CONTROL
 ME0250  ___________________________________________________________________
 ME0250* NAD 83(1986)-  41 18 52.     (N)    086 11 49.     (W)     SCALED    
 ME0250* NAVD 88     -       256.283  (meters)     840.82   (feet)  ADJUSTED  
 ME0250  ___________________________________________________________________
 ME0250  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME0250  DYNAMIC HT  -         256.174 (meters)     840.46  (feet)  COMP
 ME0250  MODELED GRAV-     980,191.0   (mgal)                       NAVD 88
 ME0250
 ME0250  VERT ORDER  -  FIRST     CLASS I
 ME0250
 ME0250.The horizontal coordinates were scaled from a topographic map and have
 ME0250.an estimated accuracy of +/- 6 seconds.
 ME0250
 ME0250.The orthometric height was determined by differential leveling
 ME0250.and adjusted by the National Geodetic Survey in June 1991..
 ME0250
 ME0250.The geoid height was determined by GEOID03.
 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     -   673,610.       55,600.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0250.See file dsdata.txt to determine how the superseded data were derived.
 ME0250
 ME0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL672739(NAD 83)
 ME0250_MARKER: DR = REFERENCE MARK DISK
 ME0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0250_STAMPING: INWOOD NO 2 1952
 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             NGS
 ME0250  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 ME0250  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0250
 ME0250                          STATION DESCRIPTION
 ME0250
 ME0250'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1895 ***********************************************************************
 JA1895  DESIGNATION -  IRELAND
 JA1895  PID         -  JA1895
 JA1895  STATE/COUNTY-  IN/DUBOIS
 JA1895  USGS QUAD   -  JASPER (1990)
 JA1895
 JA1895                         *CURRENT SURVEY CONTROL
 JA1895  ___________________________________________________________________
 JA1895* NAD 83(1997)-  38 24 45.68930(N)    086 59 53.61570(W)     ADJUSTED  
 JA1895* NAVD 88     -       144.     (meters)     472.     (feet)  SCALED    
 JA1895  ___________________________________________________________________
 JA1895  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 JA1895  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 JA1895
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1895
 JA1895.The geoid height was determined by GEOID03.
 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     -   0.99998249  x   0.99996735  =   0.99994984
 JA1895!UTM  16      -   0.99998249  x   0.99960000  =   0.99958250
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1895.See file dsdata.txt to determine how the superseded data were derived.
 JA1895
 JA1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0015551606(NAD 83)
 JA1895_MARKER: DS = TRIANGULATION STATION DISK
 JA1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1895'IS ONE BLOCK SOUTH OF STATE HIGHWAY 56, AND THE STATION IS
 JA1895'86 FEET SOUTH OF THE
 JA1895'SOUTHWEST CORNER OF THE SCHOOL BUILDING AND 36.8
 JA1895'FEET EAST OF THE CENTERLINE OF THE
 JA1895'STREET.  THE MARK IS FLUSH WITH
 JA1895'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
 JA1895'131 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 JA1895'SCHOOLHOUSE.  THE MARK PROJECTS 2
 JA1895'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
 JA1895'OF THE STREET AND 21 FEET EAST-SOUTHEAST OF THE
 JA1895'SOUTHWEST SCHOOL CORNER.  THE MARK
 JA1895'IS FLUSH WITH THE GROUND AND THE
 JA1895'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
 JA1895'OF STATE HIGHWAY 56, 1.7 FEET SOUTH OF A WIRE FENCE,
 JA1895'AND 3.5 FEET OF A WHITE WITNESS
 JA1895'POST.  THE MARK PROJECTS 2 INCHES AND
 JA1895'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
 JA1895'WAS DESTROYED AND THE MARK SENT TO THE OFFICE IN
 JA1895'1948 AS NOTED IN THE 1948 RECOVERY
 JA1895'NOTE.  THE AZIMUTH MARK WAS NOT
 JA1895'FOUND AND IS ASSUMED DESTROYED BY ROAD WORK.  THERE
 JA1895'IS NOT OBJECT
 JA1895'VISIBLE FROM THE GROUND AND NO AZIMUTH MARK WAS SET AT THIS TIME.
 JA1895'REFERENCE MARKS 3
 JA1895'AND 4 WERE SET AND REFERENCE MARK 2 WAS DESTROYED
 JA1895'AT THE REQUEST OF SCHOOL OFFICIALS
 JA1895'SINCE IT WAS IN THE WAY OF SCHOOL
 JA1895'BUS PARKING.  A NEW DESCRIPTION FOLLOWS-
 JA1895'
 JA1895'THE STATION MARK IS LOCATED AT THE EAST EDGE OF THE IRELAND PUBLIC
 JA1895'SCHOOL GROUNDS.
 JA1895'IT IS 44 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A
 JA1895'NEW ADDITION TO THE SCHOOL, 44 FEET
 JA1895'SOUTH OF A 24 INCH MAPLE TREE, 33
 JA1895'FEET EAST OF THE CENTERLINE OF A PAVED STREET, 17 FEET
 JA1895'WEST OF THE
 JA1895'WEST WALL OF THE SCHOOL, 5 FEET WEST OF THE WEST EDGE OF A CONCRETE
 JA1895'SIDEWALK, AND 1
 JA1895'FOOT NORTH OF THE NORTH EDGE OF A SIDEWALK.  THE
 JA1895'MONUMENT IS FLUSH AND THE DISK IS
 JA1895'STAMPED IRELAND 1946.
 JA1895'
 JA1895'REFERENCE MARK 3 IS A STANDARD DISK STAMPED IRELAND 1946 NO 3 1968
 JA1895'SET IN A DRILL
 JA1895'HOLE IN A NORTH-SOUTH CONCRETE SIDEWALK.  IT IS 37
 JA1895'FEET EAST OF THE CENTERLINE OF
 JA1895'THE STREET, 20 FEET SOUTHEAST OF THE
 JA1895'TREE, 18 FEET SOUTHWEST OF THE NORTHWEST CORNER
 JA1895'OF THE SCHOOL AND 11
 JA1895'FEET WEST OF THE WEST WALL OF THE SCHOOL.
 JA1895'
 JA1895'REFERENCE MARK 4 IS A STANDARD DISK STAMPED IRELAND 1946 NO 4 1968
 JA1895'SET IN A DRILL
 JA1895'HOLE IN THE 3RD CONCRETE SIDEWALK FROM THE NORTH AT
 JA1895'THE WEST SIDE OF THE SCHOOL.  IT
 JA1895'IS 32 FEET WEST OF THE WEST WALL OF
 JA1895'THE SCHOOL AND 18 FEET EAST OF THE CENTERLINE OF
 JA1895'THE STREET.
 JA1895'
 JA1895'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0022 ***********************************************************************
 JA0022  DESIGNATION -  J 10
 JA0022  PID         -  JA0022
 JA0022  STATE/COUNTY-  IN/JACKSON
 JA0022  USGS QUAD   -  MEDORA (1994)
 JA0022
 JA0022                         *CURRENT SURVEY CONTROL
 JA0022  ___________________________________________________________________
 JA0022* NAD 83(1986)-  38 46 34.     (N)    086 14 21.     (W)     SCALED    
 JA0022* NAVD 88     -       162.884  (meters)     534.40   (feet)  ADJUSTED  
 JA0022  ___________________________________________________________________
 JA0022  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JA0022  DYNAMIC HT  -         162.780 (meters)     534.05  (feet)  COMP
 JA0022  MODELED GRAV-     979,984.4   (mgal)                       NAVD 88
 JA0022
 JA0022  VERT ORDER  -  FIRST     CLASS II
 JA0022
 JA0022.The horizontal coordinates were scaled from a topographic map and have
 JA0022.an estimated accuracy of +/- 6 seconds.
 JA0022
 JA0022.The orthometric height was determined by differential leveling
 JA0022.and adjusted by the National Geodetic Survey in June 1991..
 JA0022
 JA0022.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0022.See file dsdata.txt to determine how the superseded data were derived.
 JA0022
 JA0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH660922(NAD 83)
 JA0022_MARKER: DB = BENCH MARK DISK
 JA0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0022_STAMPING: 534.796 J 10 1930
 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             NGS
 JA0022
 JA0022                          STATION DESCRIPTION
 JA0022
 JA0022'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1741 ***********************************************************************
 LB1741  DESIGNATION -  J 100
 LB1741  PID         -  LB1741
 LB1741  STATE/COUNTY-  IN/WARREN
 LB1741  USGS QUAD   -  WEST LEBANON (1980)
 LB1741
 LB1741                         *CURRENT SURVEY CONTROL
 LB1741  ___________________________________________________________________
 LB1741* NAD 83(1986)-  40 21 35.     (N)    087 24 46.     (W)     SCALED    
 LB1741* NAVD 88     -       226.101  (meters)     741.80   (feet)  ADJUSTED  
 LB1741  ___________________________________________________________________
 LB1741  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 LB1741  DYNAMIC HT  -         225.988 (meters)     741.43  (feet)  COMP
 LB1741  MODELED GRAV-     980,119.7   (mgal)                       NAVD 88
 LB1741
 LB1741  VERT ORDER  -  SECOND    CLASS 0
 LB1741
 LB1741.The horizontal coordinates were scaled from a topographic map and have
 LB1741.an estimated accuracy of +/- 6 seconds.
 LB1741
 LB1741.The orthometric height was determined by differential leveling
 LB1741.and adjusted by the National Geodetic Survey in June 1991..
 LB1741
 LB1741.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1741.See file dsdata.txt to determine how the superseded data were derived.
 LB1741
 LB1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK649677(NAD 83)
 LB1741_MARKER: DB = BENCH MARK DISK
 LB1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1741_STAMPING: J 100 1946
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1961
 LB1741'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0958 ***********************************************************************
 KA0958  DESIGNATION -  J 101
 KA0958  PID         -  KA0958
 KA0958  STATE/COUNTY-  IN/PARKE
 KA0958  USGS QUAD   -  ROCKVILLE (1978)
 KA0958
 KA0958                         *CURRENT SURVEY CONTROL
 KA0958  ___________________________________________________________________
 KA0958* NAD 83(1986)-  39 52 04.     (N)    087 14 09.     (W)     SCALED    
 KA0958* NAVD 88     -       199.194  (meters)     653.52   (feet)  ADJUSTED  
 KA0958  ___________________________________________________________________
 KA0958  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KA0958  DYNAMIC HT  -         199.083 (meters)     653.16  (feet)  COMP
 KA0958  MODELED GRAV-     980,066.2   (mgal)                       NAVD 88
 KA0958
 KA0958  VERT ORDER  -  SECOND    CLASS 0
 KA0958
 KA0958.The horizontal coordinates were scaled from a topographic map and have
 KA0958.an estimated accuracy of +/- 6 seconds.
 KA0958
 KA0958.The orthometric height was determined by differential leveling
 KA0958.and adjusted by the National Geodetic Survey in June 1991..
 KA0958
 KA0958.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0958.See file dsdata.txt to determine how the superseded data were derived.
 KA0958
 KA0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK798131(NAD 83)
 KA0958_MARKER: DB = BENCH MARK DISK
 KA0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0958_STAMPING: J 101 1946
 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 = OCTOBER  6, 2006
 KA0972 ***********************************************************************
 KA0972  DESIGNATION -  J 102
 KA0972  PID         -  KA0972
 KA0972  STATE/COUNTY-  IN/FOUNTAIN
 KA0972  USGS QUAD   -  WALLACE (1961)
 KA0972
 KA0972                         *CURRENT SURVEY CONTROL
 KA0972  ___________________________________________________________________
 KA0972* NAD 83(1986)-  39 57 35.     (N)    087 14 30.     (W)     SCALED    
 KA0972* NAVD 88     -       211.864  (meters)     695.09   (feet)  ADJUSTED  
 KA0972  ___________________________________________________________________
 KA0972  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KA0972  DYNAMIC HT  -         211.749 (meters)     694.71  (feet)  COMP
 KA0972  MODELED GRAV-     980,079.8   (mgal)                       NAVD 88
 KA0972
 KA0972  VERT ORDER  -  SECOND    CLASS 0
 KA0972
 KA0972.The horizontal coordinates were scaled from a topographic map and have
 KA0972.an estimated accuracy of +/- 6 seconds.
 KA0972
 KA0972.The orthometric height was determined by differential leveling
 KA0972.and adjusted by the National Geodetic Survey in June 1991..
 KA0972
 KA0972.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0972.See file dsdata.txt to determine how the superseded data were derived.
 KA0972
 KA0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK793233(NAD 83)
 KA0972_MARKER: DB = BENCH MARK DISK
 KA0972_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0972_SP_SET: CULVERT
 KA0972_STAMPING: J 102 1946
 KA0972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0995 ***********************************************************************
 KA0995  DESIGNATION -  J 103
 KA0995  PID         -  KA0995
 KA0995  STATE/COUNTY-  IN/FOUNTAIN
 KA0995  USGS QUAD   -  WALLACE (1961)
 KA0995
 KA0995                         *CURRENT SURVEY CONTROL
 KA0995  ___________________________________________________________________
 KA0995* NAD 83(1986)-  39 58 03.     (N)    087 12 46.     (W)     SCALED    
 KA0995* NAVD 88     -       209.584  (meters)     687.61   (feet)  ADJUSTED  
 KA0995  ___________________________________________________________________
 KA0995  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KA0995  DYNAMIC HT  -         209.471 (meters)     687.24  (feet)  COMP
 KA0995  MODELED GRAV-     980,079.6   (mgal)                       NAVD 88
 KA0995
 KA0995  VERT ORDER  -  SECOND    CLASS 0
 KA0995
 KA0995.The horizontal coordinates were scaled from a topographic map and have
 KA0995.an estimated accuracy of +/- 6 seconds.
 KA0995
 KA0995.The orthometric height was determined by differential leveling
 KA0995.and adjusted by the National Geodetic Survey in June 1991..
 KA0995
 KA0995.The geoid height was determined by GEOID03.
 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     -   523,920.      888,940.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0995.See file dsdata.txt to determine how the superseded data were derived.
 KA0995
 KA0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK818241(NAD 83)
 KA0995_MARKER: DB = BENCH MARK DISK
 KA0995_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0995_SP_SET: CULVERT
 KA0995_STAMPING: J 103 1946
 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 = OCTOBER  6, 2006
 KA1070 ***********************************************************************
 KA1070  DESIGNATION -  J 104
 KA1070  PID         -  KA1070
 KA1070  STATE/COUNTY-  IN/FOUNTAIN
 KA1070  USGS QUAD   -  NEWPORT (1980)
 KA1070
 KA1070                         *CURRENT SURVEY CONTROL
 KA1070  ___________________________________________________________________
 KA1070* NAD 83(1986)-  39 58 13.     (N)    087 24 26.     (W)     SCALED    
 KA1070* NAVD 88     -       183.586  (meters)     602.32   (feet)  ADJUSTED  
 KA1070  ___________________________________________________________________
 KA1070  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KA1070  DYNAMIC HT  -         183.489 (meters)     602.00  (feet)  COMP
 KA1070  MODELED GRAV-     980,094.2   (mgal)                       NAVD 88
 KA1070
 KA1070  VERT ORDER  -  SECOND    CLASS 0
 KA1070
 KA1070.The horizontal coordinates were scaled from a topographic map and have
 KA1070.an estimated accuracy of +/- 6 seconds.
 KA1070
 KA1070.The orthometric height was determined by differential leveling
 KA1070.and adjusted by the National Geodetic Survey in June 1991..
 KA1070
 KA1070.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1070.See file dsdata.txt to determine how the superseded data were derived.
 KA1070
 KA1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK652245(NAD 83)
 KA1070_MARKER: DB = BENCH MARK DISK
 KA1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1070_STAMPING: J 104 1946
 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 = OCTOBER  6, 2006
 ME1367 ***********************************************************************
 ME1367  DESIGNATION -  J 105
 ME1367  PID         -  ME1367
 ME1367  STATE/COUNTY-  IN/NEWTON
 ME1367  USGS QUAD   -  FAIR OAKS (1980)
 ME1367
 ME1367                         *CURRENT SURVEY CONTROL
 ME1367  ___________________________________________________________________
 ME1367* NAD 83(1986)-  41 06 54.     (N)    087 20 02.     (W)     SCALED    
 ME1367* NAVD 88     -       205.668  (meters)     674.76   (feet)  ADJUSTED  
 ME1367  ___________________________________________________________________
 ME1367  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 ME1367  DYNAMIC HT  -         205.580 (meters)     674.47  (feet)  COMP
 ME1367  MODELED GRAV-     980,192.7   (mgal)                       NAVD 88
 ME1367
 ME1367  VERT ORDER  -  SECOND    CLASS 0
 ME1367
 ME1367.The horizontal coordinates were scaled from a topographic map and have
 ME1367.an estimated accuracy of +/- 6 seconds.
 ME1367
 ME1367.The orthometric height was determined by differential leveling
 ME1367.and adjusted by the National Geodetic Survey in June 1991..
 ME1367
 ME1367.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1367.See file dsdata.txt to determine how the superseded data were derived.
 ME1367
 ME1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL719515(NAD 83)
 ME1367_MARKER: DB = BENCH MARK DISK
 ME1367_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1367_SP_SET: ABUTMENT
 ME1367_STAMPING: J 105 1946
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1968
 ME1367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1299 ***********************************************************************
 LB1299  DESIGNATION -  J 106
 LB1299  PID         -  LB1299
 LB1299  STATE/COUNTY-  IN/NEWTON
 LB1299  USGS QUAD   -  GOODLAND (1976)
 LB1299
 LB1299                         *CURRENT SURVEY CONTROL
 LB1299  ___________________________________________________________________
 LB1299* NAD 83(1986)-  40 47 40.     (N)    087 18 19.     (W)     SCALED    
 LB1299* NAVD 88     -       207.398  (meters)     680.44   (feet)  ADJUSTED  
 LB1299  ___________________________________________________________________
 LB1299  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 LB1299  DYNAMIC HT  -         207.304 (meters)     680.13  (feet)  COMP
 LB1299  MODELED GRAV-     980,169.0   (mgal)                       NAVD 88
 LB1299
 LB1299  VERT ORDER  -  SECOND    CLASS 0
 LB1299
 LB1299.The horizontal coordinates were scaled from a topographic map and have
 LB1299.an estimated accuracy of +/- 6 seconds.
 LB1299
 LB1299.The orthometric height was determined by differential leveling
 LB1299.and adjusted by the National Geodetic Survey in June 1991..
 LB1299
 LB1299.The geoid height was determined by GEOID03.
 LB1299
 LB1299.The dynamic height is computed by dividing the NAVD 88
 LB1299.geopotential number by the normal gravity value computed on the
 LB1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1299.degrees latitude (g = 980.6199 gals.).
 LB1299
 LB1299.The modeled gravity was interpolated from observed gravity values.
 LB1299
 LB1299;                    North         East    Units  Estimated Accuracy
 LB1299;SPC IN W     -   615,760.      881,270.      MT  (+/- 180 meters Scaled)
 LB1299
 LB1299                          SUPERSEDED SURVEY CONTROL
 LB1299
 LB1299  NGVD 29 (??/??/92)  207.470  (m)          680.67   (f) ADJ UNCH    2 0
 LB1299
 LB1299.Superseded values are not recommended for survey control.
 LB1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1299.See file dsdata.txt to determine how the superseded data were derived.
 LB1299
 LB1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL742159(NAD 83)
 LB1299_MARKER: DB = BENCH MARK DISK
 LB1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1299_STAMPING: J 106 1946
 LB1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1299+STABILITY: SURFACE MOTION
 LB1299
 LB1299  HISTORY     - Date     Condition        Report By
 LB1299  HISTORY     - 1946     MONUMENTED       CGS
 LB1299
 LB1299                          STATION DESCRIPTION
 LB1299
 LB1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1299'2.8 MI N FROM GOODLAND.
 LB1299'ABOUT 0.6 MILE NORTH ALONG NEWTON STREET FROM THE PENNSYLVANIA
 LB1299'RAILROAD STATION AT GOODLAND, THENCE 0.65 MILE WEST ALONG A
 LB1299'PAVED ROAD, THENCE 1.5 MILE NORTH ALONG STATE HIGHWAY 55, IN THE
 LB1299'SOUTHEAST QUARTER OF A CROSS ROAD, 44 FEET EAST OF THE CENTER LINE
 LB1299'OF THE HIGHWAY, 22 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING
 LB1299'EAST, 18.5 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE
 LB1299'LINE, SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES AND
 LB1299'ABOUT 1 FOOT ABOVE THE LEVEL OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1417 ***********************************************************************
 LB1417  DESIGNATION -  J 107 RESET 1970
 LB1417  PID         -  LB1417
 LB1417  STATE/COUNTY-  IN/JASPER
 LB1417  USGS QUAD   -  REMINGTON (1980)
 LB1417
 LB1417                         *CURRENT SURVEY CONTROL
 LB1417  ___________________________________________________________________
 LB1417* NAD 83(1986)-  40 51 57.     (N)    087 12 15.     (W)     SCALED    
 LB1417* NAVD 88     -       200.37   (meters)     657.4    (feet)  RESET     
 LB1417  ___________________________________________________________________
 LB1417  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 LB1417
 LB1417  VERT ORDER  -  THIRD
 LB1417
 LB1417.The horizontal coordinates were scaled from a topographic map and have
 LB1417.an estimated accuracy of +/- 6 seconds.
 LB1417
 LB1417.The orthometric height was computed from unverified reset data.
 LB1417
 LB1417.The geoid height was determined by GEOID03.
 LB1417
 LB1417;                    North         East    Units  Estimated Accuracy
 LB1417;SPC IN W     -   623,670.      889,810.      MT  (+/- 180 meters Scaled)
 LB1417
 LB1417                          SUPERSEDED SURVEY CONTROL
 LB1417
 LB1417.No superseded survey control is available for this station.
 LB1417
 LB1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL827238(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1417
 LB1417  HISTORY     - Date     Condition        Report By
 LB1417  HISTORY     - 1970     MONUMENTED       INHD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1345 ***********************************************************************
 LB1345  DESIGNATION -  J 108
 LB1345  PID         -  LB1345
 LB1345  STATE/COUNTY-  IN/JASPER
 LB1345  USGS QUAD   -  RENSSELAER (1980)
 LB1345
 LB1345                         *CURRENT SURVEY CONTROL
 LB1345  ___________________________________________________________________
 LB1345* NAD 83(1986)-  40 52 38.     (N)    087 09 16.     (W)     SCALED    
 LB1345* NAVD 88     -       202.382  (meters)     663.98   (feet)  ADJUSTED  
 LB1345  ___________________________________________________________________
 LB1345  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 LB1345  DYNAMIC HT  -         202.294 (meters)     663.69  (feet)  COMP
 LB1345  MODELED GRAV-     980,181.3   (mgal)                       NAVD 88
 LB1345
 LB1345  VERT ORDER  -  SECOND    CLASS 0
 LB1345
 LB1345.The horizontal coordinates were scaled from a topographic map and have
 LB1345.an estimated accuracy of +/- 6 seconds.
 LB1345
 LB1345.The orthometric height was determined by differential leveling
 LB1345.and adjusted by the National Geodetic Survey in June 1991..
 LB1345
 LB1345.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1345.See file dsdata.txt to determine how the superseded data were derived.
 LB1345
 LB1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL869251(NAD 83)
 LB1345_MARKER: DB = BENCH MARK DISK
 LB1345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1345_SP_SET: CULVERT
 LB1345_STAMPING: J 108 1946
 LB1345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1345
 LB1345  HISTORY     - Date     Condition        Report By
 LB1345  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1432 ***********************************************************************
 LB1432  DESIGNATION -  J 109
 LB1432  PID         -  LB1432
 LB1432  STATE/COUNTY-  IN/WHITE
 LB1432  USGS QUAD   -  WOLCOTT (1991)
 LB1432
 LB1432                         *CURRENT SURVEY CONTROL
 LB1432  ___________________________________________________________________
 LB1432* NAD 83(1986)-  40 45 31.     (N)    087 03 38.     (W)     SCALED    
 LB1432* NAVD 88     -       219.773  (meters)     721.04   (feet)  ADJUSTED  
 LB1432  ___________________________________________________________________
 LB1432  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 LB1432  DYNAMIC HT  -         219.672 (meters)     720.71  (feet)  COMP
 LB1432  MODELED GRAV-     980,158.8   (mgal)                       NAVD 88
 LB1432
 LB1432  VERT ORDER  -  SECOND    CLASS 0
 LB1432
 LB1432.The horizontal coordinates were scaled from a topographic map and have
 LB1432.an estimated accuracy of +/- 6 seconds.
 LB1432
 LB1432.The orthometric height was determined by differential leveling
 LB1432.and adjusted by the National Geodetic Survey in June 1991..
 LB1432
 LB1432.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1432.See file dsdata.txt to determine how the superseded data were derived.
 LB1432
 LB1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL948119(NAD 83)
 LB1432_MARKER: DB = BENCH MARK DISK
 LB1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1432_STAMPING: J 109 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0839 ***********************************************************************
 JA0839  DESIGNATION -  J 11
 JA0839  PID         -  JA0839
 JA0839  STATE/COUNTY-  IN/DAVIESS
 JA0839  USGS QUAD   -  WASHINGTON (1980)
 JA0839
 JA0839                         *CURRENT SURVEY CONTROL
 JA0839  ___________________________________________________________________
 JA0839* NAD 83(1986)-  38 39 21.     (N)    087 10 19.     (W)     SCALED    
 JA0839* NAVD 88     -       153.483  (meters)     503.55   (feet)  ADJUSTED  
 JA0839  ___________________________________________________________________
 JA0839  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 JA0839  DYNAMIC HT  -         153.386 (meters)     503.23  (feet)  COMP
 JA0839  MODELED GRAV-     979,990.5   (mgal)                       NAVD 88
 JA0839
 JA0839  VERT ORDER  -  FIRST     CLASS II
 JA0839
 JA0839.The horizontal coordinates were scaled from a topographic map and have
 JA0839.an estimated accuracy of +/- 6 seconds.
 JA0839
 JA0839.The orthometric height was determined by differential leveling
 JA0839.and adjusted by the National Geodetic Survey in June 1991..
 JA0839.WARNING-Repeat measurements at this control monument indicate possible
 JA0839.vertical movement.
 JA0839
 JA0839.The geoid height was determined by GEOID03.
 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     -   378,300.      892,290.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0839.See file dsdata.txt to determine how the superseded data were derived.
 JA0839
 JA0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH850785(NAD 83)
 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             NGS
 JA0839  HISTORY     - 1985     GOOD             NGS
 JA0839  HISTORY     - 20011125 GOOD             INDIV
 JA0839
 JA0839                          STATION DESCRIPTION
 JA0839
 JA0839'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1081 ***********************************************************************
 LB1081  DESIGNATION -  J 110
 LB1081  PID         -  LB1081
 LB1081  STATE/COUNTY-  IN/JASPER
 LB1081  USGS QUAD   -  FRANCESVILLE (1986)
 LB1081
 LB1081                         *CURRENT SURVEY CONTROL
 LB1081  ___________________________________________________________________
 LB1081* NAD 83(1986)-  40 59 05.     (N)    086 56 59.     (W)     SCALED    
 LB1081* NAVD 88     -       207.963  (meters)     682.29   (feet)  ADJUSTED  
 LB1081  ___________________________________________________________________
 LB1081  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 LB1081  DYNAMIC HT  -         207.871 (meters)     681.99  (feet)  COMP
 LB1081  MODELED GRAV-     980,179.8   (mgal)                       NAVD 88
 LB1081
 LB1081  VERT ORDER  -  SECOND    CLASS 0
 LB1081
 LB1081.The horizontal coordinates were scaled from a topographic map and have
 LB1081.an estimated accuracy of +/- 6 seconds.
 LB1081
 LB1081.The orthometric height was determined by differential leveling
 LB1081.and adjusted by the National Geodetic Survey in June 1991..
 LB1081
 LB1081.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1081.See file dsdata.txt to determine how the superseded data were derived.
 LB1081
 LB1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL042370(NAD 83)
 LB1081_MARKER: DB = BENCH MARK DISK
 LB1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1081_STAMPING: J 110 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0812 ***********************************************************************
 KA0812  DESIGNATION -  J 111
 KA0812  PID         -  KA0812
 KA0812  STATE/COUNTY-  IN/BOONE
 KA0812  USGS QUAD   -  LIZTON (1970)
 KA0812
 KA0812                         *CURRENT SURVEY CONTROL
 KA0812  ___________________________________________________________________
 KA0812* NAD 83(1986)-  39 59 45.     (N)    086 37 12.     (W)     SCALED    
 KA0812* NAVD 88     -       284.726  (meters)     934.14   (feet)  ADJUSTED  
 KA0812  ___________________________________________________________________
 KA0812  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KA0812  DYNAMIC HT  -         284.571 (meters)     933.63  (feet)  COMP
 KA0812  MODELED GRAV-     980,074.6   (mgal)                       NAVD 88
 KA0812
 KA0812  VERT ORDER  -  SECOND    CLASS 0
 KA0812
 KA0812.The horizontal coordinates were scaled from a topographic map and have
 KA0812.an estimated accuracy of +/- 6 seconds.
 KA0812
 KA0812.The orthometric height was determined by differential leveling
 KA0812.and adjusted by the National Geodetic Survey in June 1991..
 KA0812
 KA0812.The geoid height was determined by GEOID03.
 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     -   527,160.      939,570.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0812.See file dsdata.txt to determine how the superseded data were derived.
 KA0812
 KA0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK324273(NAD 83)
 KA0812_MARKER: DB = BENCH MARK DISK
 KA0812_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0812_SP_SET: BUILDING
 KA0812_STAMPING: J 111 1946
 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 = OCTOBER  6, 2006
 LB0610 ***********************************************************************
 LB0610  DESIGNATION -  J 112
 LB0610  PID         -  LB0610
 LB0610  STATE/COUNTY-  IN/BOONE
 LB0610  USGS QUAD   -  ROSSTON (1987)
 LB0610
 LB0610                         *CURRENT SURVEY CONTROL
 LB0610  ___________________________________________________________________
 LB0610* NAD 83(1986)-  40 02 26.     (N)    086 18 43.     (W)     SCALED    
 LB0610* NAVD 88     -       282.905  (meters)     928.16   (feet)  ADJUSTED  
 LB0610  ___________________________________________________________________
 LB0610  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 LB0610  DYNAMIC HT  -         282.747 (meters)     927.65  (feet)  COMP
 LB0610  MODELED GRAV-     980,061.1   (mgal)                       NAVD 88
 LB0610
 LB0610  VERT ORDER  -  SECOND    CLASS 0
 LB0610
 LB0610.The horizontal coordinates were scaled from a topographic map and have
 LB0610.an estimated accuracy of +/- 6 seconds.
 LB0610
 LB0610.The orthometric height was determined by differential leveling
 LB0610.and adjusted by the National Geodetic Survey in June 1991..
 LB0610
 LB0610.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0610.See file dsdata.txt to determine how the superseded data were derived.
 LB0610
 LB0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK586324(NAD 83)
 LB0610_MARKER: DB = BENCH MARK DISK
 LB0610_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0610_SP_SET: BOX CULVERT HEADWALL
 LB0610_STAMPING: J 112 1946
 LB0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0854 ***********************************************************************
 LB0854  DESIGNATION -  J 113
 LB0854  PID         -  LB0854
 LB0854  STATE/COUNTY-  IN/BOONE
 LB0854  USGS QUAD   -  THORNTOWN (1991)
 LB0854
 LB0854                         *CURRENT SURVEY CONTROL
 LB0854  ___________________________________________________________________
 LB0854* NAD 83(1986)-  40 08 02.     (N)    086 36 21.     (W)     SCALED    
 LB0854* NAVD 88     -       256.962  (meters)     843.05   (feet)  ADJUSTED  
 LB0854  ___________________________________________________________________
 LB0854  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 LB0854  DYNAMIC HT  -         256.823 (meters)     842.59  (feet)  COMP
 LB0854  MODELED GRAV-     980,078.9   (mgal)                       NAVD 88
 LB0854
 LB0854  VERT ORDER  -  SECOND    CLASS 0
 LB0854
 LB0854.The horizontal coordinates were scaled from a topographic map and have
 LB0854.an estimated accuracy of +/- 6 seconds.
 LB0854
 LB0854.The orthometric height was determined by differential leveling
 LB0854.and adjusted by the National Geodetic Survey in June 1991..
 LB0854
 LB0854.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0854.See file dsdata.txt to determine how the superseded data were derived.
 LB0854
 LB0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK335426(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0645 ***********************************************************************
 LB0645  DESIGNATION -  J 114
 LB0645  PID         -  LB0645
 LB0645  STATE/COUNTY-  IN/BOONE
 LB0645  USGS QUAD   -  MECHANICSBURG (1961)
 LB0645
 LB0645                         *CURRENT SURVEY CONTROL
 LB0645  ___________________________________________________________________
 LB0645* NAD 83(1986)-  40 10 33.     (N)    086 29 13.     (W)     SCALED    
 LB0645* NAVD 88     -       265.873  (meters)     872.28   (feet)  ADJUSTED  
 LB0645  ___________________________________________________________________
 LB0645  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 LB0645  DYNAMIC HT  -         265.730 (meters)     871.82  (feet)  COMP
 LB0645  MODELED GRAV-     980,078.3   (mgal)                       NAVD 88
 LB0645
 LB0645  VERT ORDER  -  SECOND    CLASS 0
 LB0645
 LB0645.The horizontal coordinates were scaled from a topographic map and have
 LB0645.an estimated accuracy of +/- 6 seconds.
 LB0645
 LB0645.The orthometric height was determined by differential leveling
 LB0645.and adjusted by the National Geodetic Survey in June 1991..
 LB0645
 LB0645.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0645.See file dsdata.txt to determine how the superseded data were derived.
 LB0645
 LB0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK436473(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0646 ***********************************************************************
 LB0646  DESIGNATION -  J 114 RESET 1953
 LB0646  PID         -  LB0646
 LB0646  STATE/COUNTY-  IN/BOONE
 LB0646  USGS QUAD   -  MECHANICSBURG (1961)
 LB0646
 LB0646                         *CURRENT SURVEY CONTROL
 LB0646  ___________________________________________________________________
 LB0646* NAD 83(1986)-  40 10 33.     (N)    086 29 13.     (W)     SCALED    
 LB0646* NAVD 88     -       265.85   (meters)     872.2    (feet)  RESET     
 LB0646  ___________________________________________________________________
 LB0646  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 LB0646
 LB0646  VERT ORDER  -  THIRD
 LB0646
 LB0646.The horizontal coordinates were scaled from a topographic map and have
 LB0646.an estimated accuracy of +/- 6 seconds.
 LB0646
 LB0646.The orthometric height was computed from unverified reset data.
 LB0646
 LB0646.The geoid height was determined by GEOID03.
 LB0646
 LB0646;                    North         East    Units  Estimated Accuracy
 LB0646;SPC IN W     -   547,210.      950,800.      MT  (+/- 180 meters Scaled)
 LB0646
 LB0646                          SUPERSEDED SURVEY CONTROL
 LB0646
 LB0646.No superseded survey control is available for this station.
 LB0646
 LB0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK436473(NAD 83)
 LB0646_MARKER: DB = BENCH MARK DISK
 LB0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0646_STAMPING: J 114 RESET 1953
 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             NGS
 LB0646
 LB0646                          STATION DESCRIPTION
 LB0646
 LB0646'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0099 ***********************************************************************
 LB0099  DESIGNATION -  J 115
 LB0099  PID         -  LB0099
 LB0099  STATE/COUNTY-  IN/CASS
 LB0099  USGS QUAD   -  YOUNG AMERICA (1959)
 LB0099
 LB0099                         *CURRENT SURVEY CONTROL
 LB0099  ___________________________________________________________________
 LB0099* NAD 83(1986)-  40 36 20.     (N)    086 15 31.     (W)     SCALED    
 LB0099* NAVD 88     -       231.026  (meters)     757.96   (feet)  ADJUSTED  
 LB0099  ___________________________________________________________________
 LB0099  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 LB0099  DYNAMIC HT  -         230.911 (meters)     757.58  (feet)  COMP
 LB0099  MODELED GRAV-     980,120.7   (mgal)                       NAVD 88
 LB0099
 LB0099  VERT ORDER  -  SECOND    CLASS 0
 LB0099
 LB0099.The horizontal coordinates were scaled from a topographic map and have
 LB0099.an estimated accuracy of +/- 6 seconds.
 LB0099
 LB0099.The orthometric height was determined by differential leveling
 LB0099.and adjusted by the National Geodetic Survey in June 1991..
 LB0099
 LB0099.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0099.See file dsdata.txt to determine how the superseded data were derived.
 LB0099
 LB0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK627952(NAD 83)
 LB0099_MARKER: DB = BENCH MARK DISK
 LB0099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0099_SP_SET: PIPE CULVERT HEADWALL
 LB0099_STAMPING: J 115 1946
 LB0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0325 ***********************************************************************
 LB0325  DESIGNATION -  J 116
 LB0325  PID         -  LB0325
 LB0325  STATE/COUNTY-  IN/CARROLL
 LB0325  USGS QUAD   -  BURLINGTON (1984)
 LB0325
 LB0325                         *CURRENT SURVEY CONTROL
 LB0325  ___________________________________________________________________
 LB0325* NAD 83(1986)-  40 27 26.     (N)    086 23 33.     (W)     SCALED    
 LB0325* NAVD 88     -       241.400  (meters)     791.99   (feet)  ADJUSTED  
 LB0325  ___________________________________________________________________
 LB0325  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 LB0325  DYNAMIC HT  -         241.275 (meters)     791.58  (feet)  COMP
 LB0325  MODELED GRAV-     980,102.2   (mgal)                       NAVD 88
 LB0325
 LB0325  VERT ORDER  -  SECOND    CLASS 0
 LB0325
 LB0325.The horizontal coordinates were scaled from a topographic map and have
 LB0325.an estimated accuracy of +/- 6 seconds.
 LB0325
 LB0325.The orthometric height was determined by differential leveling
 LB0325.and adjusted by the National Geodetic Survey in June 1991..
 LB0325
 LB0325.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0325.See file dsdata.txt to determine how the superseded data were derived.
 LB0325
 LB0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK515786(NAD 83)
 LB0325_MARKER: DB = BENCH MARK DISK
 LB0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0325_STAMPING: J 116 1946
 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 = OCTOBER  6, 2006
 LB0714 ***********************************************************************
 LB0714  DESIGNATION -  J 117
 LB0714  PID         -  LB0714
 LB0714  STATE/COUNTY-  IN/CARROLL
 LB0714  USGS QUAD   -  ROSSVILLE (1961)
 LB0714
 LB0714                         *CURRENT SURVEY CONTROL
 LB0714  ___________________________________________________________________
 LB0714* NAD 83(1986)-  40 28 29.     (N)    086 30 34.     (W)     SCALED    
 LB0714* NAVD 88     -       226.438  (meters)     742.91   (feet)  ADJUSTED  
 LB0714  ___________________________________________________________________
 LB0714  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 LB0714  DYNAMIC HT  -         226.323 (meters)     742.53  (feet)  COMP
 LB0714  MODELED GRAV-     980,111.4   (mgal)                       NAVD 88
 LB0714
 LB0714  VERT ORDER  -  SECOND    CLASS 0
 LB0714
 LB0714.The horizontal coordinates were scaled from a topographic map and have
 LB0714.an estimated accuracy of +/- 6 seconds.
 LB0714
 LB0714.The orthometric height was determined by differential leveling
 LB0714.and adjusted by the National Geodetic Survey in June 1991..
 LB0714
 LB0714.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0714.See file dsdata.txt to determine how the superseded data were derived.
 LB0714
 LB0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK415805(NAD 83)
 LB0714_MARKER: DB = BENCH MARK DISK
 LB0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0714_STAMPING: J 117 1946
 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 = OCTOBER  6, 2006
 LB0966 ***********************************************************************
 LB0966  DESIGNATION -  J 118
 LB0966  PID         -  LB0966
 LB0966  STATE/COUNTY-  IN/CARROLL
 LB0966  USGS QUAD   -  FLORA (1986)
 LB0966
 LB0966                         *CURRENT SURVEY CONTROL
 LB0966  ___________________________________________________________________
 LB0966* NAD 83(1986)-  40 30 42.     (N)    086 31 48.     (W)     SCALED    
 LB0966* NAVD 88     -       222.277  (meters)     729.25   (feet)  ADJUSTED  
 LB0966  ___________________________________________________________________
 LB0966  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 LB0966  DYNAMIC HT  -         222.165 (meters)     728.89  (feet)  COMP
 LB0966  MODELED GRAV-     980,115.7   (mgal)                       NAVD 88
 LB0966
 LB0966  VERT ORDER  -  SECOND    CLASS 0
 LB0966
 LB0966.The horizontal coordinates were scaled from a topographic map and have
 LB0966.an estimated accuracy of +/- 6 seconds.
 LB0966
 LB0966.The orthometric height was determined by differential leveling
 LB0966.and adjusted by the National Geodetic Survey in June 1991..
 LB0966
 LB0966.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB0966
 LB0966  NGVD 29 (??/??/92)  222.38   (m)          729.6    (f) COMPUTED    2 0
 LB0966
 LB0966.Superseded values are not recommended for survey control.
 LB0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0966.See file dsdata.txt to determine how the superseded data were derived.
 LB0966
 LB0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK398846(NAD 83)
 LB0966_MARKER: DB = BENCH MARK DISK
 LB0966_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0966_SP_SET: CULVERT HEADWALL
 LB0966_STAMPING: J 118 1946
 LB0966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0967 ***********************************************************************
 LB0967  DESIGNATION -  J 118 RESET 1954
 LB0967  PID         -  LB0967
 LB0967  STATE/COUNTY-  IN/CARROLL
 LB0967  USGS QUAD   -  FLORA (1986)
 LB0967
 LB0967                         *CURRENT SURVEY CONTROL
 LB0967  ___________________________________________________________________
 LB0967* NAD 83(1986)-  40 30 42.     (N)    086 31 48.     (W)     SCALED    
 LB0967* NAVD 88     -       220.56   (meters)     723.6    (feet)  RESET     
 LB0967  ___________________________________________________________________
 LB0967  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 LB0967
 LB0967  VERT ORDER  -  THIRD
 LB0967
 LB0967.The horizontal coordinates were scaled from a topographic map and have
 LB0967.an estimated accuracy of +/- 6 seconds.
 LB0967
 LB0967.The orthometric height was computed from unverified reset data.
 LB0967
 LB0967.The geoid height was determined by GEOID03.
 LB0967
 LB0967;                    North         East    Units  Estimated Accuracy
 LB0967;SPC IN W     -   584,480.      946,900.      MT  (+/- 180 meters Scaled)
 LB0967
 LB0967                          SUPERSEDED SURVEY CONTROL
 LB0967
 LB0967.No superseded survey control is available for this station.
 LB0967
 LB0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK398846(NAD 83)
 LB0967_MARKER: DB = BENCH MARK DISK
 LB0967_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0967_SP_SET: CONCRETE
 LB0967_STAMPING: J 118 RESET 1954
 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             NGS
 LB0967
 LB0967                          STATION DESCRIPTION
 LB0967
 LB0967'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0694 ***********************************************************************
 LB0694  DESIGNATION -  J 119
 LB0694  PID         -  LB0694
 LB0694  STATE/COUNTY-  IN/CARROLL
 LB0694  USGS QUAD   -  PYRMONT (1961)
 LB0694
 LB0694                         *CURRENT SURVEY CONTROL
 LB0694  ___________________________________________________________________
 LB0694* NAD 83(1986)-  40 29 38.     (N)    086 38 18.     (W)     SCALED    
 LB0694* NAVD 88     -       211.251  (meters)     693.08   (feet)  ADJUSTED  
 LB0694  ___________________________________________________________________
 LB0694  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 LB0694  DYNAMIC HT  -         211.146 (meters)     692.73  (feet)  COMP
 LB0694  MODELED GRAV-     980,123.8   (mgal)                       NAVD 88
 LB0694
 LB0694  VERT ORDER  -  SECOND    CLASS 0
 LB0694
 LB0694.The horizontal coordinates were scaled from a topographic map and have
 LB0694.an estimated accuracy of +/- 6 seconds.
 LB0694
 LB0694.The orthometric height was determined by differential leveling
 LB0694.and adjusted by the National Geodetic Survey in June 1991..
 LB0694
 LB0694.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0694.See file dsdata.txt to determine how the superseded data were derived.
 LB0694
 LB0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK306826(NAD 83)
 LB0694_MARKER: DB = BENCH MARK DISK
 LB0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0694_STAMPING: J 119 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0911 ***********************************************************************
 JA0911  DESIGNATION -  J 12
 JA0911  PID         -  JA0911
 JA0911  STATE/COUNTY-  IN/DAVIESS
 JA0911  USGS QUAD   -  PLAINVILLE (1980)
 JA0911
 JA0911                         *CURRENT SURVEY CONTROL
 JA0911  ___________________________________________________________________
 JA0911* NAD 83(1986)-  38 50 25.     (N)    087 07 38.     (W)     SCALED    
 JA0911* NAVD 88     -       142.621  (meters)     467.92   (feet)  ADJUSTED  
 JA0911  ___________________________________________________________________
 JA0911  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 JA0911  DYNAMIC HT  -         142.533 (meters)     467.63  (feet)  COMP
 JA0911  MODELED GRAV-     980,006.5   (mgal)                       NAVD 88
 JA0911
 JA0911  VERT ORDER  -  FIRST     CLASS II
 JA0911
 JA0911.The horizontal coordinates were scaled from a topographic map and have
 JA0911.an estimated accuracy of +/- 6 seconds.
 JA0911
 JA0911.The orthometric height was determined by differential leveling
 JA0911.and adjusted by the National Geodetic Survey in June 1991..
 JA0911
 JA0911.The geoid height was determined by GEOID03.
 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     -   398,770.      896,190.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0911.See file dsdata.txt to determine how the superseded data were derived.
 JA0911
 JA0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH889990(NAD 83)
 JA0911_MARKER: DB = BENCH MARK DISK
 JA0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0911_STAMPING: 468.362 J 12 1930
 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             NGS
 JA0911  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0911
 JA0911                          STATION DESCRIPTION
 JA0911
 JA0911'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0707 ***********************************************************************
 LB0707  DESIGNATION -  J 120
 LB0707  PID         -  LB0707
 LB0707  STATE/COUNTY-  IN/CARROLL
 LB0707  USGS QUAD   -  PYRMONT (1961)
 LB0707
 LB0707                         *CURRENT SURVEY CONTROL
 LB0707  ___________________________________________________________________
 LB0707* NAD 83(1986)-  40 27 37.     (N)    086 37 35.     (W)     SCALED    
 LB0707* NAVD 88     -       215.053  (meters)     705.55   (feet)  ADJUSTED  
 LB0707  ___________________________________________________________________
 LB0707  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 LB0707  DYNAMIC HT  -         214.945 (meters)     705.20  (feet)  COMP
 LB0707  MODELED GRAV-     980,118.2   (mgal)                       NAVD 88
 LB0707
 LB0707  VERT ORDER  -  SECOND    CLASS 0
 LB0707
 LB0707.The horizontal coordinates were scaled from a topographic map and have
 LB0707.an estimated accuracy of +/- 6 seconds.
 LB0707
 LB0707.The orthometric height was determined by differential leveling
 LB0707.and adjusted by the National Geodetic Survey in June 1991..
 LB0707
 LB0707.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0707.See file dsdata.txt to determine how the superseded data were derived.
 LB0707
 LB0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK316789(NAD 83)
 LB0707_MARKER: DB = BENCH MARK DISK
 LB0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0707_STAMPING: J 120 1946
 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 = OCTOBER  6, 2006
 KA0648 ***********************************************************************
 KA0648  DESIGNATION -  J 121
 KA0648  PID         -  KA0648
 KA0648  STATE/COUNTY-  IN/PUTNAM
 KA0648  USGS QUAD   -  CLINTON FALLS (1981)
 KA0648
 KA0648                         *CURRENT SURVEY CONTROL
 KA0648  ___________________________________________________________________
 KA0648* NAD 83(1986)-  39 37 54.     (N)    086 55 14.     (W)     SCALED    
 KA0648* NAVD 88     -       214.056  (meters)     702.28   (feet)  ADJUSTED  
 KA0648  ___________________________________________________________________
 KA0648  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KA0648  DYNAMIC HT  -         213.936 (meters)     701.89  (feet)  COMP
 KA0648  MODELED GRAV-     980,056.7   (mgal)                       NAVD 88
 KA0648
 KA0648  VERT ORDER  -  FIRST     CLASS II
 KA0648
 KA0648.The horizontal coordinates were scaled from a topographic map and have
 KA0648.an estimated accuracy of +/- 6 seconds.
 KA0648
 KA0648.The orthometric height was determined by differential leveling
 KA0648.and adjusted by the National Geodetic Survey in June 1991..
 KA0648
 KA0648.The geoid height was determined by GEOID03.
 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     -   486,640.      913,970.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0648.See file dsdata.txt to determine how the superseded data were derived.
 KA0648
 KA0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ068868(NAD 83)
 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
 KA0648  HISTORY     - Date     Condition        Report By
 KA0648  HISTORY     - 1946     MONUMENTED       CGS
 KA0648  HISTORY     - 1985     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1375 ***********************************************************************
 LB1375  DESIGNATION -  J 122
 LB1375  PID         -  LB1375
 LB1375  STATE/COUNTY-  IN/BENTON
 LB1375  USGS QUAD   -  BOSWELL (1980)
 LB1375
 LB1375                         *CURRENT SURVEY CONTROL
 LB1375  ___________________________________________________________________
 LB1375* NAD 83(1986)-  40 37 18.     (N)    087 25 38.     (W)     SCALED    
 LB1375* NAVD 88     -       227.990  (meters)     748.00   (feet)  ADJUSTED  
 LB1375  ___________________________________________________________________
 LB1375  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 LB1375  DYNAMIC HT  -         227.881 (meters)     747.64  (feet)  COMP
 LB1375  MODELED GRAV-     980,141.1   (mgal)                       NAVD 88
 LB1375
 LB1375  VERT ORDER  -  SECOND    CLASS 0
 LB1375
 LB1375.The horizontal coordinates were scaled from a topographic map and have
 LB1375.an estimated accuracy of +/- 6 seconds.
 LB1375
 LB1375.The orthometric height was determined by differential leveling
 LB1375.and adjusted by the National Geodetic Survey in June 1991..
 LB1375
 LB1375.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1375.See file dsdata.txt to determine how the superseded data were derived.
 LB1375
 LB1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK638968(NAD 83)
 LB1375_MARKER: DB = BENCH MARK DISK
 LB1375_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1375_SP_SET: BRIDGE
 LB1375_STAMPING: J 122 1946
 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 = OCTOBER  6, 2006
 LB1401 ***********************************************************************
 LB1401  DESIGNATION -  J 123
 LB1401  PID         -  LB1401
 LB1401  STATE/COUNTY-  IN/WHITE
 LB1401  USGS QUAD   -  ROUND GROVE (1962)
 LB1401
 LB1401                         *CURRENT SURVEY CONTROL
 LB1401  ___________________________________________________________________
 LB1401* NAD 83(1986)-  40 36 25.     (N)    087 02 26.     (W)     SCALED    
 LB1401* NAVD 88     -       223.438  (meters)     733.06   (feet)  ADJUSTED  
 LB1401  ___________________________________________________________________
 LB1401  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 LB1401  DYNAMIC HT  -         223.329 (meters)     732.71  (feet)  COMP
 LB1401  MODELED GRAV-     980,132.9   (mgal)                       NAVD 88
 LB1401
 LB1401  VERT ORDER  -  SECOND    CLASS 0
 LB1401
 LB1401.The horizontal coordinates were scaled from a topographic map and have
 LB1401.an estimated accuracy of +/- 6 seconds.
 LB1401
 LB1401.The orthometric height was determined by differential leveling
 LB1401.and adjusted by the National Geodetic Survey in June 1991..
 LB1401
 LB1401.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1401.See file dsdata.txt to determine how the superseded data were derived.
 LB1401
 LB1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK965951(NAD 83)
 LB1401_MARKER: DB = BENCH MARK DISK
 LB1401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1401_SP_SET: WINDOW SILL
 LB1401_STAMPING: J 123 1946
 LB1401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1321 ***********************************************************************
 LB1321  DESIGNATION -  J 124
 LB1321  PID         -  LB1321
 LB1321  STATE/COUNTY-  IN/BENTON
 LB1321  USGS QUAD   -  FOWLER (1980)
 LB1321
 LB1321                         *CURRENT SURVEY CONTROL
 LB1321  ___________________________________________________________________
 LB1321* NAD 83(1986)-  40 34 02.     (N)    087 15 12.     (W)     SCALED    
 LB1321* NAVD 88     -       241.193  (meters)     791.31   (feet)  ADJUSTED  
 LB1321  ___________________________________________________________________
 LB1321  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 LB1321  DYNAMIC HT  -         241.074 (meters)     790.92  (feet)  COMP
 LB1321  MODELED GRAV-     980,127.0   (mgal)                       NAVD 88
 LB1321
 LB1321  VERT ORDER  -  SECOND    CLASS 0
 LB1321
 LB1321.The horizontal coordinates were scaled from a topographic map and have
 LB1321.an estimated accuracy of +/- 6 seconds.
 LB1321
 LB1321.The orthometric height was determined by differential leveling
 LB1321.and adjusted by the National Geodetic Survey in June 1991..
 LB1321
 LB1321.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1321.See file dsdata.txt to determine how the superseded data were derived.
 LB1321
 LB1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK785907(NAD 83)
 LB1321_MARKER: DB = BENCH MARK DISK
 LB1321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1321_SP_SET: CULVERT
 LB1321_STAMPING: J 124 1946
 LB1321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1468 ***********************************************************************
 LB1468  DESIGNATION -  J 125
 LB1468  PID         -  LB1468
 LB1468  STATE/COUNTY-  IN/WHITE
 LB1468  USGS QUAD   -  TEMPLETON NE (1980)
 LB1468
 LB1468                         *CURRENT SURVEY CONTROL
 LB1468  ___________________________________________________________________
 LB1468* NAD 83(1986)-  40 38 05.     (N)    087 00 08.     (W)     SCALED    
 LB1468* NAVD 88     -       225.437  (meters)     739.62   (feet)  ADJUSTED  
 LB1468  ___________________________________________________________________
 LB1468  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 LB1468  DYNAMIC HT  -         225.329 (meters)     739.27  (feet)  COMP
 LB1468  MODELED GRAV-     980,138.7   (mgal)                       NAVD 88
 LB1468
 LB1468  VERT ORDER  -  SECOND    CLASS 0
 LB1468
 LB1468.The horizontal coordinates were scaled from a topographic map and have
 LB1468.an estimated accuracy of +/- 6 seconds.
 LB1468
 LB1468.The orthometric height was determined by differential leveling
 LB1468.and adjusted by the National Geodetic Survey in June 1991..
 LB1468
 LB1468.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1468.See file dsdata.txt to determine how the superseded data were derived.
 LB1468
 LB1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK998982(NAD 83)
 LB1468_MARKER: DB = BENCH MARK DISK
 LB1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1468_STAMPING: J 125 1946
 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 = OCTOBER  6, 2006
 LB1057 ***********************************************************************
 LB1057  DESIGNATION -  J 126
 LB1057  PID         -  LB1057
 LB1057  STATE/COUNTY-  IN/WHITE
 LB1057  USGS QUAD   -  MONON NE (1962)
 LB1057
 LB1057                         *CURRENT SURVEY CONTROL
 LB1057  ___________________________________________________________________
 LB1057* NAD 83(1986)-  40 53 01.     (N)    086 45 20.     (W)     SCALED    
 LB1057* NAVD 88     -       204.556  (meters)     671.11   (feet)  ADJUSTED  
 LB1057  ___________________________________________________________________
 LB1057  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 LB1057  DYNAMIC HT  -         204.465 (meters)     670.82  (feet)  COMP
 LB1057  MODELED GRAV-     980,173.3   (mgal)                       NAVD 88
 LB1057
 LB1057  VERT ORDER  -  SECOND    CLASS 0
 LB1057
 LB1057.The horizontal coordinates were scaled from a topographic map and have
 LB1057.an estimated accuracy of +/- 6 seconds.
 LB1057
 LB1057.The orthometric height was determined by differential leveling
 LB1057.and adjusted by the National Geodetic Survey in June 1991..
 LB1057
 LB1057.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1057.See file dsdata.txt to determine how the superseded data were derived.
 LB1057
 LB1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL205258(NAD 83)
 LB1057_MARKER: DB = BENCH MARK DISK
 LB1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1057_STAMPING: J 126 1946
 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 = OCTOBER  6, 2006
 LB0938 ***********************************************************************
 LB0938  DESIGNATION -  J 127
 LB0938  PID         -  LB0938
 LB0938  STATE/COUNTY-  IN/WHITE
 LB0938  USGS QUAD   -  BURNETTSVILLE (1962)
 LB0938
 LB0938                         *CURRENT SURVEY CONTROL
 LB0938  ___________________________________________________________________
 LB0938* NAD 83(1986)-  40 47 53.     (N)    086 36 01.     (W)     SCALED    
 LB0938* NAVD 88     -       217.607  (meters)     713.93   (feet)  ADJUSTED  
 LB0938  ___________________________________________________________________
 LB0938  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 LB0938  DYNAMIC HT  -         217.508 (meters)     713.61  (feet)  COMP
 LB0938  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 LB0938
 LB0938  VERT ORDER  -  SECOND    CLASS 0
 LB0938
 LB0938.The horizontal coordinates were scaled from a topographic map and have
 LB0938.an estimated accuracy of +/- 6 seconds.
 LB0938
 LB0938.The orthometric height was determined by differential leveling
 LB0938.and adjusted by the National Geodetic Survey in June 1991..
 LB0938
 LB0938.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0938.See file dsdata.txt to determine how the superseded data were derived.
 LB0938
 LB0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL337164(NAD 83)
 LB0938_MARKER: DB = BENCH MARK DISK
 LB0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0938_STAMPING: J 127 1946
 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 = OCTOBER  6, 2006
 KA0388 ***********************************************************************
 KA0388  DESIGNATION -  J 13
 KA0388  PID         -  KA0388
 KA0388  STATE/COUNTY-  IN/OWEN
 KA0388  USGS QUAD   -  GOSPORT (1983)
 KA0388
 KA0388                         *CURRENT SURVEY CONTROL
 KA0388  ___________________________________________________________________
 KA0388* NAD 83(1986)-  39 20 58.     (N)    086 39 34.     (W)     SCALED    
 KA0388* NAVD 88     -       180.611  (meters)     592.55   (feet)  ADJUSTED  
 KA0388  ___________________________________________________________________
 KA0388  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KA0388  DYNAMIC HT  -         180.506 (meters)     592.21  (feet)  COMP
 KA0388  MODELED GRAV-     980,040.4   (mgal)                       NAVD 88
 KA0388
 KA0388  VERT ORDER  -  FIRST     CLASS II
 KA0388
 KA0388.The horizontal coordinates were scaled from a topographic map and have
 KA0388.an estimated accuracy of +/- 6 seconds.
 KA0388
 KA0388.The orthometric height was determined by differential leveling
 KA0388.and adjusted by the National Geodetic Survey in June 1991..
 KA0388
 KA0388.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0388.See file dsdata.txt to determine how the superseded data were derived.
 KA0388
 KA0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ293556(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0388
 KA0388  HISTORY     - Date     Condition        Report By
 KA0388  HISTORY     - 1930     MONUMENTED       CGS
 KA0388  HISTORY     - 1946     GOOD             NGS
 KA0388
 KA0388                          STATION DESCRIPTION
 KA0388
 KA0388'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0716 ***********************************************************************
 ME0716  DESIGNATION -  J 130
 ME0716  PID         -  ME0716
 ME0716  STATE/COUNTY-  IN/PULASKI
 ME0716  USGS QUAD   -  RIPLEY (1962)
 ME0716
 ME0716                         *CURRENT SURVEY CONTROL
 ME0716  ___________________________________________________________________
 ME0716* NAD 83(1986)-  41 05 05.     (N)    086 43 04.     (W)     SCALED    
 ME0716* NAVD 88     -       213.588  (meters)     700.75   (feet)  ADJUSTED  
 ME0716  ___________________________________________________________________
 ME0716  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ME0716  DYNAMIC HT  -         213.497 (meters)     700.45  (feet)  COMP
 ME0716  MODELED GRAV-     980,190.5   (mgal)                       NAVD 88
 ME0716
 ME0716  VERT ORDER  -  SECOND    CLASS 0
 ME0716
 ME0716.The horizontal coordinates were scaled from a topographic map and have
 ME0716.an estimated accuracy of +/- 6 seconds.
 ME0716
 ME0716.The orthometric height was determined by differential leveling
 ME0716.and adjusted by the National Geodetic Survey in June 1991..
 ME0716
 ME0716.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0716.See file dsdata.txt to determine how the superseded data were derived.
 ME0716
 ME0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL237482(NAD 83)
 ME0716_MARKER: DB = BENCH MARK DISK
 ME0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0716_STAMPING: J 130 1946
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 ME0758 ***********************************************************************
 ME0758  DESIGNATION -  J 131
 ME0758  PID         -  ME0758
 ME0758  STATE/COUNTY-  IN/PULASKI
 ME0758  USGS QUAD   -  WINAMAC (1980)
 ME0758
 ME0758                         *CURRENT SURVEY CONTROL
 ME0758  ___________________________________________________________________
 ME0758* NAD 83(1986)-  41 00 29.     (N)    086 33 32.     (W)     SCALED    
 ME0758* NAVD 88     -       216.791  (meters)     711.26   (feet)  ADJUSTED  
 ME0758  ___________________________________________________________________
 ME0758  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME0758  DYNAMIC HT  -         216.697 (meters)     710.95  (feet)  COMP
 ME0758  MODELED GRAV-     980,184.7   (mgal)                       NAVD 88
 ME0758
 ME0758  VERT ORDER  -  SECOND    CLASS 0
 ME0758
 ME0758.The horizontal coordinates were scaled from a topographic map and have
 ME0758.an estimated accuracy of +/- 6 seconds.
 ME0758
 ME0758.The orthometric height was determined by differential leveling
 ME0758.and adjusted by the National Geodetic Survey in June 1991..
 ME0758
 ME0758.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0758.See file dsdata.txt to determine how the superseded data were derived.
 ME0758
 ME0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL370397(NAD 83)
 ME0758_MARKER: DB = BENCH MARK DISK
 ME0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0758_STAMPING: J 131 1946
 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 = OCTOBER  6, 2006
 ME0515 ***********************************************************************
 ME0515  DESIGNATION -  J 133
 ME0515  PID         -  ME0515
 ME0515  STATE/COUNTY-  IN/STARKE
 ME0515  USGS QUAD   -  KNOX EAST (1969)
 ME0515
 ME0515                         *CURRENT SURVEY CONTROL
 ME0515  ___________________________________________________________________
 ME0515* NAD 83(1986)-  41 22 23.     (N)    086 31 28.     (W)     SCALED    
 ME0515* NAVD 88     -       214.251  (meters)     702.92   (feet)  ADJUSTED  
 ME0515  ___________________________________________________________________
 ME0515  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 ME0515  DYNAMIC HT  -         214.164 (meters)     702.64  (feet)  COMP
 ME0515  MODELED GRAV-     980,212.7   (mgal)                       NAVD 88
 ME0515
 ME0515  VERT ORDER  -  FIRST     CLASS I
 ME0515
 ME0515.The horizontal coordinates were scaled from a topographic map and have
 ME0515.an estimated accuracy of +/- 6 seconds.
 ME0515
 ME0515.The orthometric height was determined by differential leveling
 ME0515.and adjusted by the National Geodetic Survey in June 1991..
 ME0515.WARNING-Repeat measurements at this control monument indicate possible
 ME0515.vertical movement.
 ME0515
 ME0515.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0515.See file dsdata.txt to determine how the superseded data were derived.
 ME0515
 ME0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL397802(NAD 83)
 ME0515_MARKER: DB = BENCH MARK DISK
 ME0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0515_STAMPING: J 133 1946
 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             NGS
 ME0515  HISTORY     - 1989     GOOD             USPSQD
 ME0515  HISTORY     - 19900306 MARK NOT FOUND   LOCSUR
 ME0515  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0515
 ME0515                          STATION DESCRIPTION
 ME0515
 ME0515'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0751 ***********************************************************************
 ME0751  DESIGNATION -  J 134
 ME0751  PID         -  ME0751
 ME0751  STATE/COUNTY-  IN/PULASKI
 ME0751  USGS QUAD   -  WINAMAC (1980)
 ME0751
 ME0751                         *CURRENT SURVEY CONTROL
 ME0751  ___________________________________________________________________
 ME0751* NAD 83(1986)-  41 06 48.     (N)    086 32 54.     (W)     SCALED    
 ME0751* NAVD 88     -       217.485  (meters)     713.53   (feet)  ADJUSTED  
 ME0751  ___________________________________________________________________
 ME0751  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME0751  DYNAMIC HT  -         217.394 (meters)     713.23  (feet)  COMP
 ME0751  MODELED GRAV-     980,198.8   (mgal)                       NAVD 88
 ME0751
 ME0751  VERT ORDER  -  SECOND    CLASS 0
 ME0751
 ME0751.The horizontal coordinates were scaled from a topographic map and have
 ME0751.an estimated accuracy of +/- 6 seconds.
 ME0751
 ME0751.The orthometric height was determined by differential leveling
 ME0751.and adjusted by the National Geodetic Survey in June 1991..
 ME0751
 ME0751.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0751.See file dsdata.txt to determine how the superseded data were derived.
 ME0751
 ME0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL379514(NAD 83)
 ME0751_MARKER: DB = BENCH MARK DISK
 ME0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0751_STAMPING: J 134 1946
 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 = OCTOBER  6, 2006
 LB1201 ***********************************************************************
 LB1201  DESIGNATION -  J 136
 LB1201  PID         -  LB1201
 LB1201  STATE/COUNTY-  IN/TIPPECANOE
 LB1201  USGS QUAD   -  ROUND GROVE (1962)
 LB1201
 LB1201                         *CURRENT SURVEY CONTROL
 LB1201  ___________________________________________________________________
 LB1201* NAD 83(1986)-  40 30 26.     (N)    087 01 47.     (W)     SCALED    
 LB1201* NAVD 88     -       217.817  (meters)     714.62   (feet)  ADJUSTED  
 LB1201  ___________________________________________________________________
 LB1201  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 LB1201  DYNAMIC HT  -         217.711 (meters)     714.27  (feet)  COMP
 LB1201  MODELED GRAV-     980,134.1   (mgal)                       NAVD 88
 LB1201
 LB1201  VERT ORDER  -  SECOND    CLASS 0
 LB1201
 LB1201.The horizontal coordinates were scaled from a topographic map and have
 LB1201.an estimated accuracy of +/- 6 seconds.
 LB1201
 LB1201.The orthometric height was determined by differential leveling
 LB1201.and adjusted by the National Geodetic Survey in June 1991..
 LB1201
 LB1201.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1201.See file dsdata.txt to determine how the superseded data were derived.
 LB1201
 LB1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK974840(NAD 83)
 LB1201_MARKER: DB = BENCH MARK DISK
 LB1201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1201_SP_SET: CULVERT
 LB1201_STAMPING: J 136 1946
 LB1201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME0939 ***********************************************************************
 ME0939  DESIGNATION -  J 138
 ME0939  PID         -  ME0939
 ME0939  STATE/COUNTY-  IN/LAKE
 ME0939  USGS QUAD   -  GARY (1991)
 ME0939
 ME0939                         *CURRENT SURVEY CONTROL
 ME0939  ___________________________________________________________________
 ME0939* NAD 83(1986)-  41 30 27.     (N)    087 20 02.     (W)     SCALED    
 ME0939* NAVD 88     -       191.341  (meters)     627.76   (feet)  ADJUSTED  
 ME0939  ___________________________________________________________________
 ME0939  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 ME0939  DYNAMIC HT  -         191.267 (meters)     627.52  (feet)  COMP
 ME0939  MODELED GRAV-     980,231.3   (mgal)                       NAVD 88
 ME0939
 ME0939  VERT ORDER  -  SECOND    CLASS 0
 ME0939
 ME0939.The horizontal coordinates were scaled from a topographic map and have
 ME0939.an estimated accuracy of +/- 6 seconds.
 ME0939
 ME0939.The orthometric height was determined by differential leveling
 ME0939.and adjusted by the National Geodetic Survey in June 1991..
 ME0939
 ME0939.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0939.See file dsdata.txt to determine how the superseded data were derived.
 ME0939
 ME0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL721951(NAD 83)
 ME0939_MARKER: DB = BENCH MARK DISK
 ME0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0939_STAMPING: J 138 1946
 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 = OCTOBER  6, 2006
 ME1284 ***********************************************************************
 ME1284  DESIGNATION -  J 139
 ME1284  PID         -  ME1284
 ME1284  STATE/COUNTY-  IN/PORTER
 ME1284  USGS QUAD   -  HEBRON (1972)
 ME1284
 ME1284                         *CURRENT SURVEY CONTROL
 ME1284  ___________________________________________________________________
 ME1284* NAD 83(1986)-  41 17 47.     (N)    087 11 59.     (W)     SCALED    
 ME1284* NAVD 88     -       204.123  (meters)     669.69   (feet)  ADJUSTED  
 ME1284  ___________________________________________________________________
 ME1284  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 ME1284  DYNAMIC HT  -         204.038 (meters)     669.41  (feet)  COMP
 ME1284  MODELED GRAV-     980,199.8   (mgal)                       NAVD 88
 ME1284
 ME1284  VERT ORDER  -  SECOND    CLASS 0
 ME1284
 ME1284.The horizontal coordinates were scaled from a topographic map and have
 ME1284.an estimated accuracy of +/- 6 seconds.
 ME1284
 ME1284.The orthometric height was determined by differential leveling
 ME1284.and adjusted by the National Geodetic Survey in June 1991..
 ME1284
 ME1284.The geoid height was determined by GEOID03.
 ME1284
 ME1284.The dynamic height is computed by dividing the NAVD 88
 ME1284.geopotential number by the normal gravity value computed on the
 ME1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1284.degrees latitude (g = 980.6199 gals.).
 ME1284
 ME1284.The modeled gravity was interpolated from observed gravity values.
 ME1284
 ME1284;                    North         East    Units  Estimated Accuracy
 ME1284;SPC IN W     -   671,480.      890,250.      MT  (+/- 180 meters Scaled)
 ME1284
 ME1284                          SUPERSEDED SURVEY CONTROL
 ME1284
 ME1284  NGVD 29 (??/??/92)  204.212  (m)          669.99   (f) ADJ UNCH    2 0
 ME1284
 ME1284.Superseded values are not recommended for survey control.
 ME1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1284.See file dsdata.txt to determine how the superseded data were derived.
 ME1284
 ME1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL832716(NAD 83)
 ME1284_MARKER: DB = BENCH MARK DISK
 ME1284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1284_SP_SET: BRIDGE
 ME1284_STAMPING: J 139 1946
 ME1284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1284
 ME1284  HISTORY     - Date     Condition        Report By
 ME1284  HISTORY     - 1946     MONUMENTED       CGS
 ME1284  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 ME1284
 ME1284                          STATION DESCRIPTION
 ME1284
 ME1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1284'1.8 MI S FROM HEBRON.
 ME1284'ABOUT 1.75 MILES SOUTH ALONG STATE HIGHWAYS 2 AND 53 FROM THE
 ME1284'PENNSYLVANIA RAILROAD STATION AT HEBRON, ABOUT 0.5 MILE NORTH
 ME1284'OF THE JUNCTION OF STATE HIGHWAY 2, SET IN THE NORTHWEST CONCRETE
 ME1284'WINGWALL OF A 16 FOOT CONCRETE BRIDGE, 13.5 FEET WEST OF THE
 ME1284'CENTER LINE OF THE HIGHWAY, 1 FOOT WEST OF THE CONCRETE RAILING,
 ME1284'ABOUT 0.5 FOOT ABOVE THE BRIDGE FLOOR, AND SET IN A DRILL HOLE.
 ME1284
 ME1284                          STATION RECOVERY (1984)
 ME1284
 ME1284'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ME1284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1667 ***********************************************************************
 LA1667  DESIGNATION -  J 14
 LA1667  PID         -  LA1667
 LA1667  STATE/COUNTY-  IN/HUNTINGTON
 LA1667  USGS QUAD   -  BIPPUS (1972)
 LA1667
 LA1667                         *CURRENT SURVEY CONTROL
 LA1667  ___________________________________________________________________
 LA1667* NAD 83(1986)-  40 52 44.     (N)    085 32 15.     (W)     SCALED    
 LA1667* NAVD 88     -       215.513  (meters)     707.06   (feet)  ADJUSTED  
 LA1667  ___________________________________________________________________
 LA1667  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 LA1667  DYNAMIC HT  -         215.411 (meters)     706.73  (feet)  COMP
 LA1667  MODELED GRAV-     980,147.7   (mgal)                       NAVD 88
 LA1667
 LA1667  VERT ORDER  -  FIRST     CLASS II
 LA1667
 LA1667.The horizontal coordinates were scaled from a topographic map and have
 LA1667.an estimated accuracy of +/- 6 seconds.
 LA1667
 LA1667.The orthometric height was determined by differential leveling
 LA1667.and adjusted by the National Geodetic Survey in June 1991..
 LA1667
 LA1667.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1667.See file dsdata.txt to determine how the superseded data were derived.
 LA1667
 LA1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL232263(NAD 83)
 LA1667_MARKER: DB = BENCH MARK DISK
 LA1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1667_STAMPING: J 14 1930
 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             NGS
 LA1667  HISTORY     - 1965     GOOD             NGS
 LA1667
 LA1667                          STATION DESCRIPTION
 LA1667
 LA1667'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1965
 LA1667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1262 ***********************************************************************
 ME1262  DESIGNATION -  J 140
 ME1262  PID         -  ME1262
 ME1262  STATE/COUNTY-  IN/PORTER
 ME1262  USGS QUAD   -  HEBRON (1972)
 ME1262
 ME1262                         *CURRENT SURVEY CONTROL
 ME1262  ___________________________________________________________________
 ME1262* NAD 83(1986)-  41 19 39.     (N)    087 12 01.     (W)     SCALED    
 ME1262* NAVD 88     -       209.046  (meters)     685.85   (feet)  ADJUSTED  
 ME1262  ___________________________________________________________________
 ME1262  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 ME1262  DYNAMIC HT  -         208.959 (meters)     685.56  (feet)  COMP
 ME1262  MODELED GRAV-     980,203.0   (mgal)                       NAVD 88
 ME1262
 ME1262  VERT ORDER  -  SECOND    CLASS 0
 ME1262
 ME1262.The horizontal coordinates were scaled from a topographic map and have
 ME1262.an estimated accuracy of +/- 6 seconds.
 ME1262
 ME1262.The orthometric height was determined by differential leveling
 ME1262.and adjusted by the National Geodetic Survey in June 1991..
 ME1262
 ME1262.The geoid height was determined by GEOID03.
 ME1262
 ME1262.The dynamic height is computed by dividing the NAVD 88
 ME1262.geopotential number by the normal gravity value computed on the
 ME1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1262.degrees latitude (g = 980.6199 gals.).
 ME1262
 ME1262.The modeled gravity was interpolated from observed gravity values.
 ME1262
 ME1262;                    North         East    Units  Estimated Accuracy
 ME1262;SPC IN W     -   674,940.      890,210.      MT  (+/- 180 meters Scaled)
 ME1262
 ME1262                          SUPERSEDED SURVEY CONTROL
 ME1262
 ME1262  NGVD 29 (??/??/92)  209.136  (m)          686.14   (f) ADJ UNCH    2 0
 ME1262
 ME1262.Superseded values are not recommended for survey control.
 ME1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1262.See file dsdata.txt to determine how the superseded data were derived.
 ME1262
 ME1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL832751(NAD 83)
 ME1262_MARKER: DB = BENCH MARK DISK
 ME1262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1262_SP_SET: CULVERT
 ME1262_STAMPING: J 140 1946
 ME1262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1262
 ME1262  HISTORY     - Date     Condition        Report By
 ME1262  HISTORY     - 1946     MONUMENTED       CGS
 ME1262  HISTORY     - 1968     GOOD             NGS
 ME1262  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 ME1262
 ME1262                          STATION DESCRIPTION
 ME1262
 ME1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1262'0.4 MI N FROM HEBRON.
 ME1262'ABOUT 0.45 MILE NORTH ALONG STATE HIGHWAY 2 FROM THE
 ME1262'PENNSYLVANIA RAILROAD STATION AT HEBRON, ABOUT 125 YARDS SOUTH
 ME1262'OF A TWO STORY HOUSE ON THE WEST SIDE OF THE HIGHWAY, SET IN THE
 ME1262'TOP OF THE NORTH END OF THE WEST HEAD WALL OF A 3 FOOT CONCRETE
 ME1262'BOX CULVERT, 21 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1
 ME1262'FOOT SOUTH OF THE NORTH END OF THE HEAD WALL, ABOUT LEVEL WITH
 ME1262'THE HIGHWAY, AND SET IN A DRILL HOLE.
 ME1262
 ME1262                          STATION RECOVERY (1968)
 ME1262
 ME1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 ME1262'RECOVERED IN GOOD CONDITION.
 ME1262
 ME1262                          STATION RECOVERY (1978)
 ME1262
 ME1262'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME1262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1295 ***********************************************************************
 ME1295  DESIGNATION -  J 141 RESET
 ME1295  PID         -  ME1295
 ME1295  STATE/COUNTY-  IN/PORTER
 ME1295  USGS QUAD   -  HEBRON (1972)
 ME1295
 ME1295                         *CURRENT SURVEY CONTROL
 ME1295  ___________________________________________________________________
 ME1295* NAD 83(1986)-  41 19 05.     (N)    087 07 58.     (W)     SCALED    
 ME1295* NAVD 88     -       206.07   (meters)     676.1    (feet)  RESET     
 ME1295  ___________________________________________________________________
 ME1295  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 ME1295
 ME1295  VERT ORDER  -  THIRD
 ME1295
 ME1295.The horizontal coordinates were scaled from a topographic map and have
 ME1295.an estimated accuracy of +/- 6 seconds.
 ME1295
 ME1295.The orthometric height was computed from unverified reset data.
 ME1295
 ME1295.The geoid height was determined by GEOID03.
 ME1295
 ME1295;                    North         East    Units  Estimated Accuracy
 ME1295;SPC IN W     -   673,880.      895,860.      MT  (+/- 180 meters Scaled)
 ME1295
 ME1295                          SUPERSEDED SURVEY CONTROL
 ME1295
 ME1295  NGVD 29 (04/16/04)  206.16   (m)          676.4    (f) RESET       3  
 ME1295
 ME1295.Superseded values are not recommended for survey control.
 ME1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1295.See file dsdata.txt to determine how the superseded data were derived.
 ME1295
 ME1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL888740(NAD 83)
 ME1295_MARKER: DB = BENCH MARK DISK
 ME1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1295_STAMPING: J 141 1946 RESET 1956
 ME1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1295+STABILITY: SURFACE MOTION
 ME1295
 ME1295  HISTORY     - Date     Condition        Report By
 ME1295  HISTORY     - 1956     MONUMENTED       CGS
 ME1295  HISTORY     - 1956     GOOD             NGS
 ME1295
 ME1295                          STATION DESCRIPTION
 ME1295
 ME1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ME1295'3.6 MI E FROM HEBRON.
 ME1295'3.65 MILES EAST ALONG STATE HIGHWAY 8 FROM THE PENNSYLVANIA
 ME1295'RAILROAD STATION AT HEBRON, 5.55 MILES WEST ALONG STATE HIGHWAY
 ME1295'8 FROM THE JUNCTION OF STATE HIGHWAY 49 AT KOUTS, 139 FEET WEST
 ME1295'OF THE CENTER OF A GRAVEL SIDE ROAD SOUTH, 65 FEET WEST OF FENCE
 ME1295'CORNER POST WHERE RIGHT-OF-WAY FENCE ANGLES ACROSS CORNER, 49
 ME1295'FEET SOUTH OF THE CENTER LINE OF HIGHWAY, 18 FEET WEST OF A
 ME1295'T-FENCE CORNER POST, 1 FOOT NORTH OF SOUTH RIGHT-OF-WAY FENCE,
 ME1295'AT NORTHEAST CORNER OF WOODS, ABOUT 2 FEET BELOW LEVEL OF
 ME1295'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0627 ***********************************************************************
 ME0627  DESIGNATION -  J 142
 ME0627  PID         -  ME0627
 ME0627  STATE/COUNTY-  IN/STARKE
 ME0627  USGS QUAD   -  KNOX WEST (1980)
 ME0627
 ME0627                         *CURRENT SURVEY CONTROL
 ME0627  ___________________________________________________________________
 ME0627* NAD 83(1986)-  41 17 16.     (N)    086 41 54.     (W)     SCALED    
 ME0627* NAVD 88     -       205.900  (meters)     675.52   (feet)  ADJUSTED  
 ME0627  ___________________________________________________________________
 ME0627  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 ME0627  DYNAMIC HT  -         205.815 (meters)     675.24  (feet)  COMP
 ME0627  MODELED GRAV-     980,203.7   (mgal)                       NAVD 88
 ME0627
 ME0627  VERT ORDER  -  SECOND    CLASS 0
 ME0627
 ME0627.The horizontal coordinates were scaled from a topographic map and have
 ME0627.an estimated accuracy of +/- 6 seconds.
 ME0627
 ME0627.The orthometric height was determined by differential leveling
 ME0627.and adjusted by the National Geodetic Survey in June 1991..
 ME0627
 ME0627.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0627.See file dsdata.txt to determine how the superseded data were derived.
 ME0627
 ME0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL252707(NAD 83)
 ME0627_MARKER: DB = BENCH MARK DISK
 ME0627_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0627_SP_SET: CULVERT
 ME0627_STAMPING: J 142 1946
 ME0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0583 ***********************************************************************
 ME0583  DESIGNATION -  J 143
 ME0583  PID         -  ME0583
 ME0583  STATE/COUNTY-  IN/LA PORTE
 ME0583  USGS QUAD   -  WANATAH (1972)
 ME0583
 ME0583                         *CURRENT SURVEY CONTROL
 ME0583  ___________________________________________________________________
 ME0583* NAD 83(1986)-  41 25 00.     (N)    086 53 28.     (W)     SCALED    
 ME0583* NAVD 88     -       219.549  (meters)     720.30   (feet)  ADJUSTED  
 ME0583  ___________________________________________________________________
 ME0583  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME0583  DYNAMIC HT  -         219.459 (meters)     720.01  (feet)  COMP
 ME0583  MODELED GRAV-     980,209.9   (mgal)                       NAVD 88
 ME0583
 ME0583  VERT ORDER  -  SECOND    CLASS 0
 ME0583
 ME0583.The horizontal coordinates were scaled from a topographic map and have
 ME0583.an estimated accuracy of +/- 6 seconds.
 ME0583
 ME0583.The orthometric height was determined by differential leveling
 ME0583.and adjusted by the National Geodetic Survey in June 1991..
 ME0583
 ME0583.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0583.See file dsdata.txt to determine how the superseded data were derived.
 ME0583
 ME0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL091850(NAD 83)
 ME0583_MARKER: DB = BENCH MARK DISK
 ME0583_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0583_SP_SET: CULVERT
 ME0583_STAMPING: J 143 1946
 ME0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0583
 ME0583  HISTORY     - Date     Condition        Report By
 ME0583  HISTORY     - 1946     MONUMENTED       CGS
 ME0583  HISTORY     - 19920831 MARK NOT FOUND   NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0379 ***********************************************************************
 ME0379  DESIGNATION -  J 144
 ME0379  PID         -  ME0379
 ME0379  STATE/COUNTY-  IN/MARSHALL
 ME0379  USGS QUAD   -  ARGOS (1994)
 ME0379
 ME0379                         *CURRENT SURVEY CONTROL
 ME0379  ___________________________________________________________________
 ME0379* NAD 83(1986)-  41 10 33.     (N)    086 13 46.     (W)     SCALED    
 ME0379* NAVD 88     -       258.202  (meters)     847.12   (feet)  ADJUSTED  
 ME0379  ___________________________________________________________________
 ME0379  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME0379  DYNAMIC HT  -         258.091 (meters)     846.75  (feet)  COMP
 ME0379  MODELED GRAV-     980,190.5   (mgal)                       NAVD 88
 ME0379
 ME0379  VERT ORDER  -  SECOND    CLASS 0
 ME0379
 ME0379.The horizontal coordinates were scaled from a topographic map and have
 ME0379.an estimated accuracy of +/- 6 seconds.
 ME0379
 ME0379.The orthometric height was determined by differential leveling
 ME0379.and adjusted by the National Geodetic Survey in June 1991..
 ME0379
 ME0379.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0379.See file dsdata.txt to determine how the superseded data were derived.
 ME0379
 ME0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL646585(NAD 83)
 ME0379_MARKER: DB = BENCH MARK DISK
 ME0379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0379_SP_SET: CULVERT
 ME0379_STAMPING: J 144 1946
 ME0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 MD1217 ***********************************************************************
 MD1217  DESIGNATION -  J 145
 MD1217  PID         -  MD1217
 MD1217  STATE/COUNTY-  IN/KOSCIUSKO
 MD1217  USGS QUAD   -  BURKET (1994)
 MD1217
 MD1217                         *CURRENT SURVEY CONTROL
 MD1217  ___________________________________________________________________
 MD1217* NAD 83(1986)-  41 11 17.     (N)    085 58 34.     (W)     SCALED    
 MD1217* NAVD 88     -       253.913  (meters)     833.05   (feet)  ADJUSTED  
 MD1217  ___________________________________________________________________
 MD1217  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MD1217  DYNAMIC HT  -         253.804 (meters)     832.69  (feet)  COMP
 MD1217  MODELED GRAV-     980,189.8   (mgal)                       NAVD 88
 MD1217
 MD1217  VERT ORDER  -  SECOND    CLASS 0
 MD1217
 MD1217.The horizontal coordinates were scaled from a topographic map and have
 MD1217.an estimated accuracy of +/- 6 seconds.
 MD1217
 MD1217.The orthometric height was determined by differential leveling
 MD1217.and adjusted by the National Geodetic Survey in June 1991..
 MD1217
 MD1217.The geoid height was determined by GEOID03.
 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     -   659,490.       74,040.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1217.See file dsdata.txt to determine how the superseded data were derived.
 MD1217
 MD1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL858601(NAD 83)
 MD1217_MARKER: DB = BENCH MARK DISK
 MD1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1217_STAMPING: J 145 1946
 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 = OCTOBER  6, 2006
 LB0955 ***********************************************************************
 LB0955  DESIGNATION -  J 146
 LB0955  PID         -  LB0955
 LB0955  STATE/COUNTY-  IN/CARROLL
 LB0955  USGS QUAD   -  BURROWS (1987)
 LB0955
 LB0955                         *CURRENT SURVEY CONTROL
 LB0955  ___________________________________________________________________
 LB0955* NAD 83(1986)-  40 38 29.     (N)    086 33 21.     (W)     SCALED    
 LB0955* NAVD 88     -       211.033  (meters)     692.36   (feet)  ADJUSTED  
 LB0955  ___________________________________________________________________
 LB0955  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 LB0955  DYNAMIC HT  -         210.932 (meters)     692.03  (feet)  COMP
 LB0955  MODELED GRAV-     980,141.8   (mgal)                       NAVD 88
 LB0955
 LB0955  VERT ORDER  -  SECOND    CLASS 0
 LB0955
 LB0955.The horizontal coordinates were scaled from a topographic map and have
 LB0955.an estimated accuracy of +/- 6 seconds.
 LB0955
 LB0955.The orthometric height was determined by differential leveling
 LB0955.and adjusted by the National Geodetic Survey in June 1991..
 LB0955
 LB0955.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0955.See file dsdata.txt to determine how the superseded data were derived.
 LB0955
 LB0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK375990(NAD 83)
 LB0955_MARKER: DB = BENCH MARK DISK
 LB0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0955_STAMPING: J 146 1946
 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 = OCTOBER  6, 2006
 LB1032 ***********************************************************************
 LB1032  DESIGNATION -  J 147
 LB1032  PID         -  LB1032
 LB1032  STATE/COUNTY-  IN/CARROLL
 LB1032  USGS QUAD   -  YEOMAN (1962)
 LB1032
 LB1032                         *CURRENT SURVEY CONTROL
 LB1032  ___________________________________________________________________
 LB1032* NAD 83(1986)-  40 42 14.     (N)    086 44 25.     (W)     SCALED    
 LB1032* NAVD 88     -       206.406  (meters)     677.18   (feet)  ADJUSTED  
 LB1032  ___________________________________________________________________
 LB1032  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 LB1032  DYNAMIC HT  -         206.309 (meters)     676.87  (feet)  COMP
 LB1032  MODELED GRAV-     980,151.3   (mgal)                       NAVD 88
 LB1032
 LB1032  VERT ORDER  -  SECOND    CLASS 0
 LB1032
 LB1032.The horizontal coordinates were scaled from a topographic map and have
 LB1032.an estimated accuracy of +/- 6 seconds.
 LB1032
 LB1032.The orthometric height was determined by differential leveling
 LB1032.and adjusted by the National Geodetic Survey in June 1991..
 LB1032
 LB1032.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1032.See file dsdata.txt to determine how the superseded data were derived.
 LB1032
 LB1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL219059(NAD 83)
 LB1032_MARKER: DB = BENCH MARK DISK
 LB1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1032_STAMPING: J 147 1946
 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 = OCTOBER  6, 2006
 ME1061 ***********************************************************************
 ME1061  DESIGNATION -  J 148
 ME1061  PID         -  ME1061
 ME1061  STATE/COUNTY-  IN/PORTER
 ME1061  USGS QUAD   -  PORTAGE (1992)
 ME1061
 ME1061                         *CURRENT SURVEY CONTROL
 ME1061  ___________________________________________________________________
 ME1061* NAD 83(1986)-  41 31 40.     (N)    087 09 46.     (W)     SCALED    
 ME1061* NAVD 88     -       207.933  (meters)     682.19   (feet)  ADJUSTED  
 ME1061  ___________________________________________________________________
 ME1061  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ME1061  DYNAMIC HT  -         207.853 (meters)     681.93  (feet)  COMP
 ME1061  MODELED GRAV-     980,234.7   (mgal)                       NAVD 88
 ME1061
 ME1061  VERT ORDER  -  FIRST     CLASS II
 ME1061
 ME1061.The horizontal coordinates were scaled from a topographic map and have
 ME1061.an estimated accuracy of +/- 6 seconds.
 ME1061
 ME1061.The orthometric height was determined by differential leveling
 ME1061.and adjusted by the National Geodetic Survey in April 1995..
 ME1061
 ME1061.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME1061
 ME1061  NAVD 88 (06/15/91)  207.881  (m)          682.02   (f) UNKNOWN     1 2
 ME1061  NGVD 29 (01/19/93)  208.032  (m)          682.52   (f) ADJUSTED    1 2
 ME1061
 ME1061.Superseded values are not recommended for survey control.
 ME1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1061.See file dsdata.txt to determine how the superseded data were derived.
 ME1061
 ME1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL864973(NAD 83)
 ME1061_MARKER: DB = BENCH MARK DISK
 ME1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1061_SP_SET: CONCRETE POST
 ME1061_STAMPING: J 148 1946
 ME1061_MARK LOGO: CGS   
 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 - September 06, 1992
 ME1061
 ME1061  HISTORY     - Date     Condition        Report By
 ME1061  HISTORY     - 1946     MONUMENTED       CGS
 ME1061  HISTORY     - 1977     GOOD             LOCSUR
 ME1061  HISTORY     - 19920906 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0478 ***********************************************************************
 ME0478  DESIGNATION -  J 149
 ME0478  PID         -  ME0478
 ME0478  STATE/COUNTY-  IN/LA PORTE
 ME0478  USGS QUAD   -  WANATAH (1972)
 ME0478
 ME0478                         *CURRENT SURVEY CONTROL
 ME0478  ___________________________________________________________________
 ME0478* NAD 83(1986)-  41 28 38.     (N)    086 53 33.     (W)     SCALED    
 ME0478* NAVD 88     -       231.724  (meters)     760.25   (feet)  ADJUSTED  
 ME0478  ___________________________________________________________________
 ME0478  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 ME0478  DYNAMIC HT  -         231.631 (meters)     759.94  (feet)  COMP
 ME0478  MODELED GRAV-     980,216.6   (mgal)                       NAVD 88
 ME0478
 ME0478  VERT ORDER  -  SECOND    CLASS 0
 ME0478
 ME0478.The horizontal coordinates were scaled from a topographic map and have
 ME0478.an estimated accuracy of +/- 6 seconds.
 ME0478
 ME0478.The orthometric height was determined by differential leveling
 ME0478.and adjusted by the National Geodetic Survey in June 1991..
 ME0478
 ME0478.The geoid height was determined by GEOID03.
 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     -   691,570.      915,940.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0478.See file dsdata.txt to determine how the superseded data were derived.
 ME0478
 ME0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL089917(NAD 83)
 ME0478_MARKER: DB = BENCH MARK DISK
 ME0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0478_STAMPING: J 149 1946
 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 = OCTOBER  6, 2006
 ME0555 ***********************************************************************
 ME0555  DESIGNATION -  J 150
 ME0555  PID         -  ME0555
 ME0555  STATE/COUNTY-  IN/LA PORTE
 ME0555  USGS QUAD   -  HANNA (1958)
 ME0555
 ME0555                         *CURRENT SURVEY CONTROL
 ME0555  ___________________________________________________________________
 ME0555* NAD 83(1986)-  41 25 16.     (N)    086 50 33.     (W)     SCALED    
 ME0555* NAVD 88     -       221.997  (meters)     728.34   (feet)  ADJUSTED  
 ME0555  ___________________________________________________________________
 ME0555  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0555  DYNAMIC HT  -         221.906 (meters)     728.04  (feet)  COMP
 ME0555  MODELED GRAV-     980,210.9   (mgal)                       NAVD 88
 ME0555
 ME0555  VERT ORDER  -  FIRST     CLASS I
 ME0555
 ME0555.The horizontal coordinates were scaled from a topographic map and have
 ME0555.an estimated accuracy of +/- 6 seconds.
 ME0555
 ME0555.The orthometric height was determined by differential leveling
 ME0555.and adjusted by the National Geodetic Survey in June 1991..
 ME0555
 ME0555.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0555
 ME0555  NGVD 29 (01/19/93)  222.094  (m)          728.65   (f) ADJUSTED    1 1
 ME0555
 ME0555.Superseded values are not recommended for survey control.
 ME0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0555.See file dsdata.txt to determine how the superseded data were derived.
 ME0555
 ME0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL131855(NAD 83)
 ME0555_MARKER: DB = BENCH MARK DISK
 ME0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0555_SP_SET: CONCRETE POST
 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             NGS
 ME0555  HISTORY     - 1988     GOOD             USPSQD
 ME0555  HISTORY     - 19920907 GOOD             NGS
 ME0555
 ME0555                          STATION DESCRIPTION
 ME0555
 ME0555'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0775 ***********************************************************************
 ME0775  DESIGNATION -  J 152
 ME0775  PID         -  ME0775
 ME0775  STATE/COUNTY-  IN/LA PORTE
 ME0775  USGS QUAD   -  LA PORTE WEST (1969)
 ME0775
 ME0775                         *CURRENT SURVEY CONTROL
 ME0775  ___________________________________________________________________
 ME0775* NAD 83(1986)-  41 34 54.     (N)    086 49 26.     (W)     SCALED    
 ME0775* NAVD 88     -       256.248  (meters)     840.71   (feet)  ADJUSTED  
 ME0775  ___________________________________________________________________
 ME0775  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 ME0775  DYNAMIC HT  -         256.148 (meters)     840.38  (feet)  COMP
 ME0775  MODELED GRAV-     980,228.2   (mgal)                       NAVD 88
 ME0775
 ME0775  VERT ORDER  -  SECOND    CLASS 0
 ME0775
 ME0775.The horizontal coordinates were scaled from a topographic map and have
 ME0775.an estimated accuracy of +/- 6 seconds.
 ME0775
 ME0775.The orthometric height was determined by differential leveling
 ME0775.and adjusted by the National Geodetic Survey in June 1991..
 ME0775
 ME0775.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0775.See file dsdata.txt to determine how the superseded data were derived.
 ME0775
 ME0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM146033(NAD 83)
 ME0775_MARKER: DB = BENCH MARK DISK
 ME0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0775_STAMPING: J 152 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0483 ***********************************************************************
 ME0483  DESIGNATION -  J 153
 ME0483  PID         -  ME0483
 ME0483  STATE/COUNTY-  IN/LA PORTE
 ME0483  USGS QUAD   -  HANNA (1958)
 ME0483
 ME0483                         *CURRENT SURVEY CONTROL
 ME0483  ___________________________________________________________________
 ME0483* NAD 83(1986)-  41 29 29.     (N)    086 50 07.     (W)     SCALED    
 ME0483* NAVD 88     -       233.112  (meters)     764.80   (feet)  ADJUSTED  
 ME0483  ___________________________________________________________________
 ME0483  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 ME0483  DYNAMIC HT  -         233.018 (meters)     764.49  (feet)  COMP
 ME0483  MODELED GRAV-     980,217.7   (mgal)                       NAVD 88
 ME0483
 ME0483  VERT ORDER  -  SECOND    CLASS 0
 ME0483
 ME0483.The horizontal coordinates were scaled from a topographic map and have
 ME0483.an estimated accuracy of +/- 6 seconds.
 ME0483
 ME0483.The orthometric height was determined by differential leveling
 ME0483.and adjusted by the National Geodetic Survey in June 1991..
 ME0483
 ME0483.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0483.See file dsdata.txt to determine how the superseded data were derived.
 ME0483
 ME0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL137933(NAD 83)
 ME0483_MARKER: DB = BENCH MARK DISK
 ME0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0483_STAMPING: J 153 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0797 ***********************************************************************
 ME0797  DESIGNATION -  J 154
 ME0797  PID         -  ME0797
 ME0797  STATE/COUNTY-  IN/LA PORTE
 ME0797  USGS QUAD   -  STILLWELL (1977)
 ME0797
 ME0797                         *CURRENT SURVEY CONTROL
 ME0797  ___________________________________________________________________
 ME0797* NAD 83(1986)-  41 32 25.     (N)    086 36 38.     (W)     SCALED    
 ME0797* NAVD 88     -       223.318  (meters)     732.67   (feet)  ADJUSTED  
 ME0797  ___________________________________________________________________
 ME0797  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0797  DYNAMIC HT  -         223.230 (meters)     732.38  (feet)  COMP
 ME0797  MODELED GRAV-     980,224.0   (mgal)                       NAVD 88
 ME0797
 ME0797  VERT ORDER  -  SECOND    CLASS 0
 ME0797
 ME0797.The horizontal coordinates were scaled from a topographic map and have
 ME0797.an estimated accuracy of +/- 6 seconds.
 ME0797
 ME0797.The orthometric height was determined by differential leveling
 ME0797.and adjusted by the National Geodetic Survey in June 1991..
 ME0797
 ME0797.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0797.See file dsdata.txt to determine how the superseded data were derived.
 ME0797
 ME0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL324988(NAD 83)
 ME0797_MARKER: DB = BENCH MARK DISK
 ME0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0797_STAMPING: J 154 1946
 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 = OCTOBER  6, 2006
 ME0049 ***********************************************************************
 ME0049  DESIGNATION -  J 155
 ME0049  PID         -  ME0049
 ME0049  STATE/COUNTY-  IN/ST JOSEPH
 ME0049  USGS QUAD   -  LYDICK (1969)
 ME0049
 ME0049                         *CURRENT SURVEY CONTROL
 ME0049  ___________________________________________________________________
 ME0049* NAD 83(1986)-  41 40 18.     (N)    086 28 01.     (W)     SCALED    
 ME0049* NAVD 88     -       222.293  (meters)     729.31   (feet)  ADJUSTED  
 ME0049  ___________________________________________________________________
 ME0049  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0049  DYNAMIC HT  -         222.207 (meters)     729.02  (feet)  COMP
 ME0049  MODELED GRAV-     980,232.2   (mgal)                       NAVD 88
 ME0049
 ME0049  VERT ORDER  -  SECOND    CLASS 0
 ME0049
 ME0049.The horizontal coordinates were scaled from a topographic map and have
 ME0049.an estimated accuracy of +/- 6 seconds.
 ME0049
 ME0049.The orthometric height was determined by differential leveling
 ME0049.and adjusted by the National Geodetic Survey in June 1991..
 ME0049
 ME0049.The geoid height was determined by GEOID03.
 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     -   713,460.       33,360.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0049.See file dsdata.txt to determine how the superseded data were derived.
 ME0049
 ME0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM443134(NAD 83)
 ME0049_MARKER: DB = BENCH MARK DISK
 ME0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0049_SP_SET: CULVERT
 ME0049_STAMPING: J 155 1946
 ME0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0049
 ME0049  HISTORY     - Date     Condition        Report By
 ME0049  HISTORY     - 1946     MONUMENTED       CGS
 ME0049  HISTORY     - 1984     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1392 ***********************************************************************
 ME1392  DESIGNATION -  J 156
 ME1392  PID         -  ME1392
 ME1392  STATE/COUNTY-  IN/JASPER
 ME1392  USGS QUAD   -  GIFFORD (1962)
 ME1392
 ME1392                         *CURRENT SURVEY CONTROL
 ME1392  ___________________________________________________________________
 ME1392* NAD 83(1986)-  41 06 52.     (N)    087 02 44.     (W)     SCALED    
 ME1392* NAVD 88     -       208.987  (meters)     685.65   (feet)  ADJUSTED  
 ME1392  ___________________________________________________________________
 ME1392  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ME1392  DYNAMIC HT  -         208.897 (meters)     685.36  (feet)  COMP
 ME1392  MODELED GRAV-     980,190.5   (mgal)                       NAVD 88
 ME1392
 ME1392  VERT ORDER  -  SECOND    CLASS 0
 ME1392
 ME1392.The horizontal coordinates were scaled from a topographic map and have
 ME1392.an estimated accuracy of +/- 6 seconds.
 ME1392
 ME1392.The orthometric height was determined by differential leveling
 ME1392.and adjusted by the National Geodetic Survey in June 1991..
 ME1392
 ME1392.The geoid height was determined by GEOID03.
 ME1392
 ME1392.The dynamic height is computed by dividing the NAVD 88
 ME1392.geopotential number by the normal gravity value computed on the
 ME1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1392.degrees latitude (g = 980.6199 gals.).
 ME1392
 ME1392.The modeled gravity was interpolated from observed gravity values.
 ME1392
 ME1392;                    North         East    Units  Estimated Accuracy
 ME1392;SPC IN W     -   651,270.      903,170.      MT  (+/- 180 meters Scaled)
 ME1392
 ME1392                          SUPERSEDED SURVEY CONTROL
 ME1392
 ME1392  NGVD 29 (??/??/92)  209.081  (m)          685.96   (f) ADJ UNCH    2 0
 ME1392
 ME1392.Superseded values are not recommended for survey control.
 ME1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1392.See file dsdata.txt to determine how the superseded data were derived.
 ME1392
 ME1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL961514(NAD 83)
 ME1392_MARKER: DB = BENCH MARK DISK
 ME1392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1392_STAMPING: J 156 1946
 ME1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1392+STABILITY: SURFACE MOTION
 ME1392
 ME1392  HISTORY     - Date     Condition        Report By
 ME1392  HISTORY     - 1946     MONUMENTED       CGS
 ME1392  HISTORY     - 1968     GOOD             NGS
 ME1392
 ME1392                          STATION DESCRIPTION
 ME1392
 ME1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1392'6 MI S FROM WHEATFIELD.
 ME1392'ABOUT 6.0 MILES SOUTH ALONG STATE HIGHWAY 49 FROM THE NEW YORK
 ME1392'CENTRAL RAILROAD STATION AT WHEATFIELD, 0.8 MILE SOUTH OF A
 ME1392'STEEL BRIDGE OVER WHEATFIELD DITCH, AT A CROSS ROAD, 22 FEET
 ME1392'SOUTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 57 FEET EAST
 ME1392'OF THE CENTER LINE OF THE HIGHWAY, 2.4 FEET WEST OF A CONCRETE
 ME1392'HIGHWAY RIGHT-OF-WAY MARKER, 12 FEET EAST OF A POWER POLE ABOUT
 ME1392'LEVEL WITH THE CENTER OF THE INTERSECTION AND SET IN THE TOP
 ME1392'OF A CONCRETE POST 2 INCHES UNDERGROUND.  MARK IS 1 FOOT NW
 ME1392'OF A METAL WITNESS POST.
 ME1392
 ME1392                          STATION RECOVERY (1968)
 ME1392
 ME1392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 ME1392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1416 ***********************************************************************
 ME1416  DESIGNATION -  J 157
 ME1416  PID         -  ME1416
 ME1416  STATE/COUNTY-  IN/JASPER
 ME1416  USGS QUAD   -  PARR (1980)
 ME1416
 ME1416                         *CURRENT SURVEY CONTROL
 ME1416  ___________________________________________________________________
 ME1416* NAD 83(1986)-  41 01 38.     (N)    087 14 05.     (W)     SCALED    
 ME1416* NAVD 88     -       208.072  (meters)     682.65   (feet)  ADJUSTED  
 ME1416  ___________________________________________________________________
 ME1416  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 ME1416  DYNAMIC HT  -         207.982 (meters)     682.35  (feet)  COMP
 ME1416  MODELED GRAV-     980,189.6   (mgal)                       NAVD 88
 ME1416
 ME1416  VERT ORDER  -  SECOND    CLASS 0
 ME1416
 ME1416.The horizontal coordinates were scaled from a topographic map and have
 ME1416.an estimated accuracy of +/- 6 seconds.
 ME1416
 ME1416.The orthometric height was determined by differential leveling
 ME1416.and adjusted by the National Geodetic Survey in June 1991..
 ME1416
 ME1416.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1416.See file dsdata.txt to determine how the superseded data were derived.
 ME1416
 ME1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL802418(NAD 83)
 ME1416_MARKER: DB = BENCH MARK DISK
 ME1416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1416_SP_SET: CULVERT
 ME1416_STAMPING: J 157 1946
 ME1416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1416
 ME1416  HISTORY     - Date     Condition        Report By
 ME1416  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1417 ***********************************************************************
 ME1417  DESIGNATION -  J 157 RESET 1957
 ME1417  PID         -  ME1417
 ME1417  STATE/COUNTY-  IN/JASPER
 ME1417  USGS QUAD   -  PARR (1980)
 ME1417
 ME1417                         *CURRENT SURVEY CONTROL
 ME1417  ___________________________________________________________________
 ME1417* NAD 83(1986)-  41 01 38.     (N)    087 14 05.     (W)     SCALED    
 ME1417* NAVD 88     -       208.58   (meters)     684.3    (feet)  RESET     
 ME1417  ___________________________________________________________________
 ME1417  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 ME1417
 ME1417  VERT ORDER  -  THIRD
 ME1417
 ME1417.The horizontal coordinates were scaled from a topographic map and have
 ME1417.an estimated accuracy of +/- 6 seconds.
 ME1417
 ME1417.The orthometric height was computed from unverified reset data.
 ME1417
 ME1417.The geoid height was determined by GEOID03.
 ME1417
 ME1417;                    North         East    Units  Estimated Accuracy
 ME1417;SPC IN W     -   641,590.      887,270.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1417.See file dsdata.txt to determine how the superseded data were derived.
 ME1417
 ME1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL802418(NAD 83)
 ME1417_MARKER: DB = BENCH MARK DISK
 ME1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1417_STAMPING: J 157 RESET 1957
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1222 ***********************************************************************
 MD1222  DESIGNATION -  J 158
 MD1222  PID         -  MD1222
 MD1222  STATE/COUNTY-  IN/KOSCIUSKO
 MD1222  USGS QUAD   -  LEESBURG (1992)
 MD1222
 MD1222                         *CURRENT SURVEY CONTROL
 MD1222  ___________________________________________________________________
 MD1222* NAD 83(1986)-  41 19 03.     (N)    085 46 18.     (W)     SCALED    
 MD1222* NAVD 88     -       257.805  (meters)     845.82   (feet)  ADJUSTED  
 MD1222  ___________________________________________________________________
 MD1222  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 MD1222  DYNAMIC HT  -         257.698 (meters)     845.46  (feet)  COMP
 MD1222  MODELED GRAV-     980,201.0   (mgal)                       NAVD 88
 MD1222
 MD1222  VERT ORDER  -  SECOND    CLASS 0
 MD1222
 MD1222.The horizontal coordinates were scaled from a topographic map and have
 MD1222.an estimated accuracy of +/- 6 seconds.
 MD1222
 MD1222.The orthometric height was determined by differential leveling
 MD1222.and adjusted by the National Geodetic Survey in June 1991..
 MD1222
 MD1222.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1222.See file dsdata.txt to determine how the superseded data were derived.
 MD1222
 MD1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL028747(NAD 83)
 MD1222_MARKER: DB = BENCH MARK DISK
 MD1222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1222_SP_SET: CULVERT
 MD1222_STAMPING: J 158 1946
 MD1222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 MD1142 ***********************************************************************
 MD1142  DESIGNATION -  J 159
 MD1142  PID         -  MD1142
 MD1142  STATE/COUNTY-  IN/KOSCIUSKO
 MD1142  USGS QUAD   -  LAKE WAWASEE (1994)
 MD1142
 MD1142                         *CURRENT SURVEY CONTROL
 MD1142  ___________________________________________________________________
 MD1142* NAD 83(1986)-  41 25 03.     (N)    085 41 42.     (W)     SCALED    
 MD1142* NAVD 88     -       266.239  (meters)     873.49   (feet)  ADJUSTED  
 MD1142  ___________________________________________________________________
 MD1142  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 MD1142  DYNAMIC HT  -         266.129 (meters)     873.12  (feet)  COMP
 MD1142  MODELED GRAV-     980,203.9   (mgal)                       NAVD 88
 MD1142
 MD1142  VERT ORDER  -  SECOND    CLASS 0
 MD1142
 MD1142.The horizontal coordinates were scaled from a topographic map and have
 MD1142.an estimated accuracy of +/- 6 seconds.
 MD1142
 MD1142.The orthometric height was determined by differential leveling
 MD1142.and adjusted by the National Geodetic Survey in June 1991..
 MD1142
 MD1142.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1142.See file dsdata.txt to determine how the superseded data were derived.
 MD1142
 MD1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL090859(NAD 83)
 MD1142_MARKER: DB = BENCH MARK DISK
 MD1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1142_STAMPING: J 159 1946
 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 = OCTOBER  6, 2006
 LB1240 ***********************************************************************
 LB1240  DESIGNATION -  J 16
 LB1240  PID         -  LB1240
 LB1240  STATE/COUNTY-  IN/BENTON
 LB1240  USGS QUAD   -  EARL PARK (1979)
 LB1240
 LB1240                         *CURRENT SURVEY CONTROL
 LB1240  ___________________________________________________________________
 LB1240* NAD 83(1986)-  40 38 59.     (N)    087 27 12.     (W)     SCALED    
 LB1240* NAVD 88     -       222.823  (meters)     731.05   (feet)  ADJUSTED  
 LB1240  ___________________________________________________________________
 LB1240  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 LB1240  DYNAMIC HT  -         222.717 (meters)     730.70  (feet)  COMP
 LB1240  MODELED GRAV-     980,146.5   (mgal)                       NAVD 88
 LB1240
 LB1240  VERT ORDER  -  FIRST     CLASS II
 LB1240
 LB1240.The horizontal coordinates were scaled from a topographic map and have
 LB1240.an estimated accuracy of +/- 6 seconds.
 LB1240
 LB1240.The orthometric height was determined by differential leveling
 LB1240.and adjusted by the National Geodetic Survey in June 1991..
 LB1240
 LB1240.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1240.See file dsdata.txt to determine how the superseded data were derived.
 LB1240
 LB1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK616999(NAD 83)
 LB1240_MARKER: DB = BENCH MARK DISK
 LB1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1240_STAMPING: J 16 1934
 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             NGS
 LB1240
 LB1240                          STATION DESCRIPTION
 LB1240
 LB1240'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1344 ***********************************************************************
 MD1344  DESIGNATION -  J 160
 MD1344  PID         -  MD1344
 MD1344  STATE/COUNTY-  IN/ELKHART
 MD1344  USGS QUAD   -  GOSHEN (1994)
 MD1344
 MD1344                         *CURRENT SURVEY CONTROL
 MD1344  ___________________________________________________________________
 MD1344* NAD 83(1997)-  41 31 47.29473(N)    085 49 30.65764(W)     ADJUSTED  
 MD1344* NAVD 88     -       246.949  (meters)     810.20   (feet)  ADJUSTED  
 MD1344  ___________________________________________________________________
 MD1344  X           -     348,124.791 (meters)                     COMP
 MD1344  Y           -  -4,769,255.259 (meters)                     COMP
 MD1344  Z           -   4,206,792.342 (meters)                     COMP
 MD1344  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 MD1344  ELLIP HEIGHT-         213.41  (meters)          (11/27/02) GPS OBS
 MD1344  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MD1344  DYNAMIC HT  -         246.852 (meters)     809.88  (feet)  COMP
 MD1344  MODELED GRAV-     980,220.9   (mgal)                       NAVD 88
 MD1344
 MD1344  HORZ ORDER  -  FIRST
 MD1344  VERT ORDER  -  FIRST     CLASS II
 MD1344  ELLP ORDER  -  FOURTH    CLASS I
 MD1344
 MD1344.The horizontal coordinates were established by GPS observations
 MD1344.and adjusted by the National Geodetic Survey in November 2002..
 MD1344
 MD1344.The orthometric height was determined by differential leveling
 MD1344.and adjusted by the National Geodetic Survey in June 1991..
 MD1344
 MD1344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1344
 MD1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1344
 MD1344.The ellipsoidal height was determined by GPS observations
 MD1344.and is referenced to NAD 83.
 MD1344
 MD1344.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 MD1344;SPC IN E     -   697,407.898    86,771.029   MT  0.99996882   -0 06 18.4
 MD1344;SPC IN E     - 2,288,079.08    284,681.28   sFT  0.99996882   -0 06 18.4
 MD1344;UTM  16      - 4,598,239.307   598,009.383   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                          SUPERSEDED SURVEY CONTROL
 MD1344
 MD1344  NAD 83(1997)-  41 31 47.29463(N)    085 49 30.65771(W) AD(       ) 1
 MD1344  ELLIP H (03/18/02)  213.42   (m)                       GP(       ) 4 1
 MD1344  NAVD 88 (03/18/02)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1344.See file dsdata.txt to determine how the superseded data were derived.
 MD1344
 MD1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9800998239(NAD 83)
 MD1344_MARKER: DB = BENCH MARK DISK
 MD1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1344_SP_SET: CONCRETE POST
 MD1344_STAMPING: J 160 1946
 MD1344_MARK LOGO: CGS   
 MD1344_PROJECTION: FLUSH
 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 - May 29, 2001
 MD1344
 MD1344  HISTORY     - Date     Condition        Report By
 MD1344  HISTORY     - 1946     MONUMENTED       CGS
 MD1344  HISTORY     - 1955     GOOD             NGS
 MD1344  HISTORY     - 19870730 GOOD             NGS
 MD1344  HISTORY     - 19930108 GOOD             NGS
 MD1344  HISTORY     - 20010529 GOOD             WOOLPT
 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 NATIONAL 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' 
 MD1344'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1170 ***********************************************************************
 MD1170  DESIGNATION -  J 161
 MD1170  PID         -  MD1170
 MD1170  STATE/COUNTY-  IN/NOBLE
 MD1170  USGS QUAD   -  LIGONIER (1979)
 MD1170
 MD1170                         *CURRENT SURVEY CONTROL
 MD1170  ___________________________________________________________________
 MD1170* NAD 83(1986)-  41 24 26.     (N)    085 33 13.     (W)     SCALED    
 MD1170* NAVD 88     -       283.090  (meters)     928.77   (feet)  ADJUSTED  
 MD1170  ___________________________________________________________________
 MD1170  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 MD1170  DYNAMIC HT  -         282.972 (meters)     928.38  (feet)  COMP
 MD1170  MODELED GRAV-     980,198.8   (mgal)                       NAVD 88
 MD1170
 MD1170  VERT ORDER  -  SECOND    CLASS 0
 MD1170
 MD1170.The horizontal coordinates were scaled from a topographic map and have
 MD1170.an estimated accuracy of +/- 6 seconds.
 MD1170
 MD1170.The orthometric height was determined by differential leveling
 MD1170.and adjusted by the National Geodetic Survey in June 1991..
 MD1170
 MD1170.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1170.See file dsdata.txt to determine how the superseded data were derived.
 MD1170
 MD1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL208849(NAD 83)
 MD1170_MARKER: DB = BENCH MARK DISK
 MD1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1170_STAMPING: J 161 1946
 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             NGS
 MD1170
 MD1170                          STATION DESCRIPTION
 MD1170
 MD1170'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0877 ***********************************************************************
 MD0877  DESIGNATION -  J 163
 MD0877  PID         -  MD0877
 MD0877  STATE/COUNTY-  IN/NOBLE
 MD0877  USGS QUAD   -  EGE (1965)
 MD0877
 MD0877                         *CURRENT SURVEY CONTROL
 MD0877  ___________________________________________________________________
 MD0877* NAD 83(1986)-  41 21 57.     (N)    085 17 19.     (W)     SCALED    
 MD0877* NAVD 88     -       301.654  (meters)     989.68   (feet)  ADJUSTED  
 MD0877  ___________________________________________________________________
 MD0877  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MD0877  DYNAMIC HT  -         301.534 (meters)     989.28  (feet)  COMP
 MD0877  MODELED GRAV-     980,215.9   (mgal)                       NAVD 88
 MD0877
 MD0877  VERT ORDER  -  SECOND    CLASS 0
 MD0877
 MD0877.The horizontal coordinates were scaled from a topographic map and have
 MD0877.an estimated accuracy of +/- 6 seconds.
 MD0877
 MD0877.The orthometric height was determined by differential leveling
 MD0877.and adjusted by the National Geodetic Survey in June 1991..
 MD0877
 MD0877.The geoid height was determined by GEOID03.
 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     -   679,250.      131,630.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0877.See file dsdata.txt to determine how the superseded data were derived.
 MD0877
 MD0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL431807(NAD 83)
 MD0877_MARKER: DB = BENCH MARK DISK
 MD0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0877_STAMPING: J 163 1946
 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             NGS
 MD0877
 MD0877                          STATION DESCRIPTION
 MD0877
 MD0877'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1230 ***********************************************************************
 MD1230  DESIGNATION -  J 164
 MD1230  PID         -  MD1230
 MD1230  STATE/COUNTY-  IN/NOBLE
 MD1230  USGS QUAD   -  ORMAS (1965)
 MD1230
 MD1230                         *CURRENT SURVEY CONTROL
 MD1230  ___________________________________________________________________
 MD1230* NAD 83(1986)-  41 18 09.     (N)    085 36 50.     (W)     SCALED    
 MD1230* NAVD 88     -       277.571  (meters)     910.66   (feet)  ADJUSTED  
 MD1230  ___________________________________________________________________
 MD1230  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 MD1230  DYNAMIC HT  -         277.456 (meters)     910.29  (feet)  COMP
 MD1230  MODELED GRAV-     980,201.4   (mgal)                       NAVD 88
 MD1230
 MD1230  VERT ORDER  -  SECOND    CLASS 0
 MD1230
 MD1230.The horizontal coordinates were scaled from a topographic map and have
 MD1230.an estimated accuracy of +/- 6 seconds.
 MD1230
 MD1230.The orthometric height was determined by differential leveling
 MD1230.and adjusted by the National Geodetic Survey in June 1991..
 MD1230
 MD1230.The geoid height was determined by GEOID03.
 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     -   672,150.      104,420.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1230.See file dsdata.txt to determine how the superseded data were derived.
 MD1230
 MD1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL160732(NAD 83)
 MD1230_MARKER: DB = BENCH MARK DISK
 MD1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1230_STAMPING: J 164 1946
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1961
 MD1230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0948 ***********************************************************************
 MD0948  DESIGNATION -  J 165
 MD0948  PID         -  MD0948
 MD0948  STATE/COUNTY-  IN/WHITLEY
 MD0948  USGS QUAD   -  CHURUBUSCO (1965)
 MD0948
 MD0948                         *CURRENT SURVEY CONTROL
 MD0948  ___________________________________________________________________
 MD0948* NAD 83(1986)-  41 14 14.     (N)    085 19 26.     (W)     SCALED    
 MD0948* NAVD 88     -       273.258  (meters)     896.51   (feet)  ADJUSTED  
 MD0948  ___________________________________________________________________
 MD0948  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MD0948  DYNAMIC HT  -         273.155 (meters)     896.18  (feet)  COMP
 MD0948  MODELED GRAV-     980,239.7   (mgal)                       NAVD 88
 MD0948
 MD0948  VERT ORDER  -  SECOND    CLASS 0
 MD0948
 MD0948.The horizontal coordinates were scaled from a topographic map and have
 MD0948.an estimated accuracy of +/- 6 seconds.
 MD0948
 MD0948.The orthometric height was determined by differential leveling
 MD0948.and adjusted by the National Geodetic Survey in June 1991..
 MD0948
 MD0948.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0948.See file dsdata.txt to determine how the superseded data were derived.
 MD0948
 MD0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL404664(NAD 83)
 MD0948_MARKER: DB = BENCH MARK DISK
 MD0948_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0948_SP_SET: CULVERT
 MD0948_STAMPING: J 165 1946
 MD0948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0948
 MD0948  HISTORY     - Date     Condition        Report By
 MD0948  HISTORY     - 1946     MONUMENTED       CGS
 MD0948  HISTORY     - 1961     GOOD             NGS
 MD0948  HISTORY     - 1968     GOOD             NGS
 MD0948
 MD0948                          STATION DESCRIPTION
 MD0948
 MD0948'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1968
 MD0948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0064 ***********************************************************************
 ME0064  DESIGNATION -  J 166
 ME0064  PID         -  ME0064
 ME0064  STATE/COUNTY-  IN/ST JOSEPH
 ME0064  USGS QUAD   -  LAKEVILLE (1980)
 ME0064
 ME0064                         *CURRENT SURVEY CONTROL
 ME0064  ___________________________________________________________________
 ME0064* NAD 83(1986)-  41 32 06.     (N)    086 19 53.     (W)     SCALED    
 ME0064* NAVD 88     -       235.823  (meters)     773.70   (feet)  ADJUSTED  
 ME0064  ___________________________________________________________________
 ME0064  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0064  DYNAMIC HT  -         235.728 (meters)     773.38  (feet)  COMP
 ME0064  MODELED GRAV-     980,212.8   (mgal)                       NAVD 88
 ME0064
 ME0064  VERT ORDER  -  SECOND    CLASS 0
 ME0064
 ME0064.The horizontal coordinates were scaled from a topographic map and have
 ME0064.an estimated accuracy of +/- 6 seconds.
 ME0064
 ME0064.The orthometric height was determined by differential leveling
 ME0064.and adjusted by the National Geodetic Survey in June 1991..
 ME0064
 ME0064.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0064.See file dsdata.txt to determine how the superseded data were derived.
 ME0064
 ME0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL557983(NAD 83)
 ME0064_MARKER: DB = BENCH MARK DISK
 ME0064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0064_SP_SET: CULVERT
 ME0064_STAMPING: J 166 1946
 ME0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME0065 ***********************************************************************
 ME0065  DESIGNATION -  J 166 RESET 1958
 ME0065  PID         -  ME0065
 ME0065  STATE/COUNTY-  IN/ST JOSEPH
 ME0065  USGS QUAD   -  LAKEVILLE (1980)
 ME0065
 ME0065                         *CURRENT SURVEY CONTROL
 ME0065  ___________________________________________________________________
 ME0065* NAD 83(1986)-  41 32 01.     (N)    086 19 51.     (W)     SCALED    
 ME0065* NAVD 88     -       238.97   (meters)     784.0    (feet)  RESET     
 ME0065  ___________________________________________________________________
 ME0065  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0065
 ME0065  VERT ORDER  -  THIRD
 ME0065
 ME0065.The horizontal coordinates were scaled from a topographic map and have
 ME0065.an estimated accuracy of +/- 6 seconds.
 ME0065
 ME0065.The orthometric height was computed from unverified reset data.
 ME0065
 ME0065.The geoid height was determined by GEOID03.
 ME0065
 ME0065;                    North         East    Units  Estimated Accuracy
 ME0065;SPC IN E     -   698,030.       44,580.      MT  (+/- 180 meters Scaled)
 ME0065
 ME0065                          SUPERSEDED SURVEY CONTROL
 ME0065
 ME0065.No superseded survey control is available for this station.
 ME0065
 ME0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL558982(NAD 83)
 ME0065_MARKER: DB = BENCH MARK DISK
 ME0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0065_STAMPING: J 166 RESET 1958
 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 = OCTOBER  6, 2006
 ME0032 ***********************************************************************
 ME0032  DESIGNATION -  J 167
 ME0032  PID         -  ME0032
 ME0032  STATE/COUNTY-  IN/ST JOSEPH
 ME0032  USGS QUAD   -  LAKEVILLE (1980)
 ME0032
 ME0032                         *CURRENT SURVEY CONTROL
 ME0032  ___________________________________________________________________
 ME0032* NAD 83(1986)-  41 33 51.     (N)    086 15 55.     (W)     SCALED    
 ME0032* NAVD 88     -       258.944  (meters)     849.55   (feet)  ADJUSTED  
 ME0032  ___________________________________________________________________
 ME0032  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0032  DYNAMIC HT  -         258.839 (meters)     849.21  (feet)  COMP
 ME0032  MODELED GRAV-     980,211.7   (mgal)                       NAVD 88
 ME0032
 ME0032  VERT ORDER  -  SECOND    CLASS 0
 ME0032
 ME0032.The horizontal coordinates were scaled from a topographic map and have
 ME0032.an estimated accuracy of +/- 6 seconds.
 ME0032
 ME0032.The orthometric height was determined by differential leveling
 ME0032.and adjusted by the National Geodetic Survey in June 1991..
 ME0032
 ME0032.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0032.See file dsdata.txt to determine how the superseded data were derived.
 ME0032
 ME0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM612016(NAD 83)
 ME0032_MARKER: DB = BENCH MARK DISK
 ME0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0032_SP_SET: CULVERT
 ME0032_STAMPING: J 167 1946
 ME0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME3399 ***********************************************************************
 ME3399  DESIGNATION -  J 167 RESET
 ME3399  PID         -  ME3399
 ME3399  STATE/COUNTY-  IN/ST JOSEPH
 ME3399  USGS QUAD   -  LAKEVILLE (1980)
 ME3399
 ME3399                         *CURRENT SURVEY CONTROL
 ME3399  ___________________________________________________________________
 ME3399* NAD 83(1986)-  41 33 51.     (N)    086 15 55.     (W)     SCALED    
 ME3399* NAVD 88     -       258.60   (+/-2cm)     848.4    (feet)  VERTCON   
 ME3399  ___________________________________________________________________
 ME3399  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME3399
 ME3399  VERT ORDER  -  THIRD (See Below)
 ME3399
 ME3399.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 ME3399
 ME3399.The geoid height was determined by GEOID03.
 ME3399
 ME3399;                    North         East    Units  Estimated Accuracy
 ME3399;SPC IN E     -   701,390.       50,070.      MT  (+/- 180 meters Scaled)
 ME3399
 ME3399                          SUPERSEDED SURVEY CONTROL
 ME3399
 ME3399  NGVD 29 (04/16/04)  258.71   (m)          848.8    (f) RESET       3  
 ME3399
 ME3399.Superseded values are not recommended for survey control.
 ME3399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3399.See file dsdata.txt to determine how the superseded data were derived.
 ME3399
 ME3399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM612016(NAD 83)
 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 = OCTOBER  6, 2006
 ME3401 ***********************************************************************
 ME3401  DESIGNATION -  J 168 RESET
 ME3401  PID         -  ME3401
 ME3401  STATE/COUNTY-  IN/ST JOSEPH
 ME3401  USGS QUAD   -  WAKARUSA (1994)
 ME3401
 ME3401                         *CURRENT SURVEY CONTROL
 ME3401  ___________________________________________________________________
 ME3401* NAD 83(1986)-  41 32 06.     (N)    086 07 03.     (W)     SCALED    
 ME3401* NAVD 88     -       253.81   (meters)     832.7    (feet)  RESET     
 ME3401  ___________________________________________________________________
 ME3401  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME3401
 ME3401  VERT ORDER  -  THIRD
 ME3401
 ME3401.The horizontal coordinates were scaled from a topographic map and have
 ME3401.an estimated accuracy of +/- 6 seconds.
 ME3401
 ME3401.The orthometric height was computed from unverified reset data.
 ME3401
 ME3401.The geoid height was determined by GEOID03.
 ME3401
 ME3401;                    North         East    Units  Estimated Accuracy
 ME3401;SPC IN E     -   698,070.       62,380.      MT  (+/- 180 meters Scaled)
 ME3401
 ME3401                          SUPERSEDED SURVEY CONTROL
 ME3401
 ME3401  NGVD 29 (04/16/04)  253.93   (m)          833.1    (f) RESET       3  
 ME3401
 ME3401.Superseded values are not recommended for survey control.
 ME3401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3401.See file dsdata.txt to determine how the superseded data were derived.
 ME3401
 ME3401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL736985(NAD 83)
 ME3401_MARKER: DV = VERTICAL CONTROL DISK
 ME3401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3401_SP_SET: CONCRETE POST
 ME3401_STAMPING: J 168 RESET 1984
 ME3401_MARK LOGO: NGS   
 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 = OCTOBER  6, 2006
 ME0150 ***********************************************************************
 ME0150  DESIGNATION -  J 169
 ME0150  PID         -  ME0150
 ME0150  STATE/COUNTY-  IN/MARSHALL
 ME0150  USGS QUAD   -  BOURBON (1994)
 ME0150
 ME0150                         *CURRENT SURVEY CONTROL
 ME0150  ___________________________________________________________________
 ME0150* NAD 83(1986)-  41 17 52.     (N)    086 06 59.     (W)     SCALED    
 ME0150* NAVD 88     -       258.950  (meters)     849.57   (feet)  ADJUSTED  
 ME0150  ___________________________________________________________________
 ME0150  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 ME0150  DYNAMIC HT  -         258.842 (meters)     849.22  (feet)  COMP
 ME0150  MODELED GRAV-     980,200.9   (mgal)                       NAVD 88
 ME0150
 ME0150  VERT ORDER  -  FIRST     CLASS I
 ME0150
 ME0150.The horizontal coordinates were scaled from a topographic map and have
 ME0150.an estimated accuracy of +/- 6 seconds.
 ME0150
 ME0150.The orthometric height was determined by differential leveling
 ME0150.and adjusted by the National Geodetic Survey in June 1991..
 ME0150
 ME0150.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0150
 ME0150  NGVD 29 (01/19/93)  259.082  (m)          850.00   (f) ADJUSTED    1 1
 ME0150
 ME0150.Superseded values are not recommended for survey control.
 ME0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0150.See file dsdata.txt to determine how the superseded data were derived.
 ME0150
 ME0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL739721(NAD 83)
 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             NGS
 ME0150  HISTORY     - 1969     GOOD             INHD
 ME0150  HISTORY     - 1990     GOOD             USPSQD
 ME0150  HISTORY     - 19920909 GOOD             NGS
 ME0150
 ME0150                          STATION DESCRIPTION
 ME0150
 ME0150'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0138 ***********************************************************************
 ME0138  DESIGNATION -  J 170
 ME0138  PID         -  ME0138
 ME0138  STATE/COUNTY-  IN/ELKHART
 ME0138  USGS QUAD   -  WAKARUSA (1994)
 ME0138
 ME0138                         *CURRENT SURVEY CONTROL
 ME0138  ___________________________________________________________________
 ME0138* NAD 83(1986)-  41 36 40.     (N)    086 00 08.     (W)     SCALED    
 ME0138* NAVD 88     -       244.858  (meters)     803.34   (feet)  ADJUSTED  
 ME0138  ___________________________________________________________________
 ME0138  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 ME0138  DYNAMIC HT  -         244.760 (meters)     803.02  (feet)  COMP
 ME0138  MODELED GRAV-     980,215.5   (mgal)                       NAVD 88
 ME0138
 ME0138  VERT ORDER  -  SECOND    CLASS 0
 ME0138
 ME0138.The horizontal coordinates were scaled from a topographic map and have
 ME0138.an estimated accuracy of +/- 6 seconds.
 ME0138
 ME0138.The orthometric height was determined by differential leveling
 ME0138.and adjusted by the National Geodetic Survey in June 1991..
 ME0138
 ME0138.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0138.See file dsdata.txt to determine how the superseded data were derived.
 ME0138
 ME0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM831070(NAD 83)
 ME0138_MARKER: DB = BENCH MARK DISK
 ME0138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0138_SP_SET: CULVERT
 ME0138_STAMPING: J-170 1968
 ME0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0138
 ME0138  HISTORY     - Date     Condition        Report By
 ME0138  HISTORY     - 1968     MONUMENTED       CGS
 ME0138  HISTORY     - 1968     GOOD             NGS
 ME0138  HISTORY     - 1982     GOOD             INDNR
 ME0138
 ME0138                          STATION DESCRIPTION
 ME0138
 ME0138'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0416 ***********************************************************************
 ME0416  DESIGNATION -  J 171
 ME0416  PID         -  ME0416
 ME0416  STATE/COUNTY-  IN/ELKHART
 ME0416  USGS QUAD   -  NAPPANEE WEST (1991)
 ME0416
 ME0416                         *CURRENT SURVEY CONTROL
 ME0416  ___________________________________________________________________
 ME0416* NAD 83(1986)-  41 28 17.     (N)    086 00 05.     (W)     SCALED    
 ME0416* NAVD 88     -       266.107  (meters)     873.05   (feet)  ADJUSTED  
 ME0416  ___________________________________________________________________
 ME0416  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 ME0416  DYNAMIC HT  -         265.998 (meters)     872.70  (feet)  COMP
 ME0416  MODELED GRAV-     980,207.1   (mgal)                       NAVD 88
 ME0416
 ME0416  VERT ORDER  -  SECOND    CLASS 0
 ME0416
 ME0416.The horizontal coordinates were scaled from a topographic map and have
 ME0416.an estimated accuracy of +/- 6 seconds.
 ME0416
 ME0416.The orthometric height was determined by differential leveling
 ME0416.and adjusted by the National Geodetic Survey in June 1991..
 ME0416
 ME0416.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0416.See file dsdata.txt to determine how the superseded data were derived.
 ME0416
 ME0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL833915(NAD 83)
 ME0416_MARKER: DB = BENCH MARK DISK
 ME0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0416_STAMPING: J 171 1946
 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 = OCTOBER  6, 2006
 LA1847 ***********************************************************************
 LA1847  DESIGNATION -  J 173
 LA1847  PID         -  LA1847
 LA1847  STATE/COUNTY-  IN/GRANT
 LA1847  USGS QUAD   -  SOMERSET (1994)
 LA1847
 LA1847                         *CURRENT SURVEY CONTROL
 LA1847  ___________________________________________________________________
 LA1847* NAD 83(1986)-  40 38 19.     (N)    085 49 34.     (W)     SCALED    
 LA1847* NAVD 88     -       247.363  (meters)     811.56   (feet)  ADJUSTED  
 LA1847  ___________________________________________________________________
 LA1847  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 LA1847  DYNAMIC HT  -         247.240 (meters)     811.15  (feet)  COMP
 LA1847  MODELED GRAV-     980,119.5   (mgal)                       NAVD 88
 LA1847
 LA1847  VERT ORDER  -  SECOND    CLASS 0
 LA1847
 LA1847.The horizontal coordinates were scaled from a topographic map and have
 LA1847.an estimated accuracy of +/- 6 seconds.
 LA1847
 LA1847.The orthometric height was determined by differential leveling
 LA1847.and adjusted by the National Geodetic Survey in June 1991..
 LA1847
 LA1847.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1847.See file dsdata.txt to determine how the superseded data were derived.
 LA1847
 LA1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK992993(NAD 83)
 LA1847_MARKER: DB = BENCH MARK DISK
 LA1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1847_STAMPING: J 173 1946
 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 = OCTOBER  6, 2006
 LA1619 ***********************************************************************
 LA1619  DESIGNATION -  J 174
 LA1619  PID         -  LA1619
 LA1619  STATE/COUNTY-  IN/GRANT
 LA1619  USGS QUAD   -  LA FONTAINE (1994)
 LA1619
 LA1619                         *CURRENT SURVEY CONTROL
 LA1619  ___________________________________________________________________
 LA1619* NAD 83(1986)-  40 38 23.     (N)    085 41 42.     (W)     SCALED    
 LA1619* NAVD 88     -       247.365  (meters)     811.56   (feet)  ADJUSTED  
 LA1619  ___________________________________________________________________
 LA1619  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 LA1619  DYNAMIC HT  -         247.242 (meters)     811.16  (feet)  COMP
 LA1619  MODELED GRAV-     980,120.6   (mgal)                       NAVD 88
 LA1619
 LA1619  VERT ORDER  -  FIRST     CLASS II
 LA1619
 LA1619.The horizontal coordinates were scaled from a topographic map and have
 LA1619.an estimated accuracy of +/- 6 seconds.
 LA1619
 LA1619.The orthometric height was determined by differential leveling
 LA1619.and adjusted by the National Geodetic Survey in June 1991..
 LA1619
 LA1619.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1619.See file dsdata.txt to determine how the superseded data were derived.
 LA1619
 LA1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK103995(NAD 83)
 LA1619_MARKER: DB = BENCH MARK DISK
 LA1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1619_STAMPING: J 174 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1961
 LA1619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1798 ***********************************************************************
 LA1798  DESIGNATION -  J 175
 LA1798  PID         -  LA1798
 LA1798  STATE/COUNTY-  IN/WABASH
 LA1798  USGS QUAD   -  SOMERSET (1994)
 LA1798
 LA1798                         *CURRENT SURVEY CONTROL
 LA1798  ___________________________________________________________________
 LA1798* NAD 83(1986)-  40 39 41.     (N)    085 52 27.     (W)     SCALED    
 LA1798* NAVD 88     -       242.899  (meters)     796.91   (feet)  ADJUSTED  
 LA1798  ___________________________________________________________________
 LA1798  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LA1798  DYNAMIC HT  -         242.779 (meters)     796.52  (feet)  COMP
 LA1798  MODELED GRAV-     980,123.7   (mgal)                       NAVD 88
 LA1798
 LA1798  VERT ORDER  -  SECOND    CLASS 0
 LA1798
 LA1798.The horizontal coordinates were scaled from a topographic map and have
 LA1798.an estimated accuracy of +/- 6 seconds.
 LA1798
 LA1798.The orthometric height was determined by differential leveling
 LA1798.and adjusted by the National Geodetic Survey in June 1991..
 LA1798
 LA1798.The geoid height was determined by GEOID03.
 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.       82,450.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1798.See file dsdata.txt to determine how the superseded data were derived.
 LA1798
 LA1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL951017(NAD 83)
 LA1798_MARKER: DB = BENCH MARK DISK
 LA1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1798_STAMPING: J 175 1946
 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 = OCTOBER  6, 2006
 ME0444 ***********************************************************************
 ME0444  DESIGNATION -  J 177
 ME0444  PID         -  ME0444
 ME0444  STATE/COUNTY-  IN/FULTON
 ME0444  USGS QUAD   -  AKRON (1994)
 ME0444
 ME0444                         *CURRENT SURVEY CONTROL
 ME0444  ___________________________________________________________________
 ME0444* NAD 83(1986)-  41 02 22.     (N)    086 04 57.     (W)     SCALED    
 ME0444* NAVD 88     -       249.646  (meters)     819.05   (feet)  ADJUSTED  
 ME0444  ___________________________________________________________________
 ME0444  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 ME0444  DYNAMIC HT  -         249.535 (meters)     818.68  (feet)  COMP
 ME0444  MODELED GRAV-     980,171.6   (mgal)                       NAVD 88
 ME0444
 ME0444  VERT ORDER  -  SECOND    CLASS 0
 ME0444
 ME0444.The horizontal coordinates were scaled from a topographic map and have
 ME0444.an estimated accuracy of +/- 6 seconds.
 ME0444
 ME0444.The orthometric height was determined by differential leveling
 ME0444.and adjusted by the National Geodetic Survey in June 1991..
 ME0444
 ME0444.The geoid height was determined by GEOID03.
 ME0444
 ME0444.The dynamic height is computed by dividing the NAVD 88
 ME0444.geopotential number by the normal gravity value computed on the
 ME0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0444.degrees latitude (g = 980.6199 gals.).
 ME0444
 ME0444.The modeled gravity was interpolated from observed gravity values.
 ME0444
 ME0444;                    North         East    Units  Estimated Accuracy
 ME0444;SPC IN E     -   643,020.       65,040.      MT  (+/- 180 meters Scaled)
 ME0444
 ME0444                          SUPERSEDED SURVEY CONTROL
 ME0444
 ME0444  NGVD 29 (??/??/92)  249.768  (m)          819.45   (f) ADJ UNCH    2 0
 ME0444
 ME0444.Superseded values are not recommended for survey control.
 ME0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0444.See file dsdata.txt to determine how the superseded data were derived.
 ME0444
 ME0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL771435(NAD 83)
 ME0444_MARKER: DB = BENCH MARK DISK
 ME0444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0444_SP_SET: CULVERT
 ME0444_STAMPING: J 177 1946
 ME0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0444
 ME0444  HISTORY     - Date     Condition        Report By
 ME0444  HISTORY     - 1946     MONUMENTED       CGS
 ME0444  HISTORY     - 1989     GOOD             USPSQD
 ME0444  HISTORY     - 1990     GOOD             USPSQD
 ME0444
 ME0444                          STATION DESCRIPTION
 ME0444
 ME0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0444'2.6 MI E FROM ATHENS.
 ME0444'ABOUT 2.6 MILES EAST ALONG STATE HIGHWAY 14 FROM THE POST
 ME0444'OFFICE AT ATHENS, ABOUT 0.15 MILE WEST OF THE JUNCTION WITH A
 ME0444'GRAVEL ROAD LEADING SOUTH, SET IN THE TOP OF THE WEST END OF THE
 ME0444'SOUTH CONCRETE HEADWALL OF A 14-INCH PIPE CULVERT, 19 FEET
 ME0444'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT EAST OF THE WEST
 ME0444'END OF THE HEADWALL AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 ME0444'HIGHWAY.  NOTE-- THIS MARK IS ABOUT 2.95 MILES WEST ALONG
 ME0444'STATE HIGHWAY 14 FROM THE STATE BANK BUILDING AT AKRON.
 ME0444
 ME0444                          STATION RECOVERY (1989)
 ME0444
 ME0444'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLM)
 ME0444'RECOVERED IN GOOD CONDITION.
 ME0444
 ME0444                          STATION RECOVERY (1990)
 ME0444
 ME0444'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBB)
 ME0444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1678 ***********************************************************************
 LA1678  DESIGNATION -  J 178
 LA1678  PID         -  LA1678
 LA1678  STATE/COUNTY-  IN/WABASH
 LA1678  USGS QUAD   -  NORTH MANCHESTER SOUTH (1994)
 LA1678
 LA1678                         *CURRENT SURVEY CONTROL
 LA1678  ___________________________________________________________________
 LA1678* NAD 83(1986)-  40 54 45.     (N)    085 49 51.     (W)     SCALED    
 LA1678* NAVD 88     -       236.704  (meters)     776.59   (feet)  ADJUSTED  
 LA1678  ___________________________________________________________________
 LA1678  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 LA1678  DYNAMIC HT  -         236.594 (meters)     776.23  (feet)  COMP
 LA1678  MODELED GRAV-     980,154.3   (mgal)                       NAVD 88
 LA1678
 LA1678  VERT ORDER  -  SECOND    CLASS 0
 LA1678
 LA1678.The horizontal coordinates were scaled from a topographic map and have
 LA1678.an estimated accuracy of +/- 6 seconds.
 LA1678
 LA1678.The orthometric height was determined by differential leveling
 LA1678.and adjusted by the National Geodetic Survey in June 1991..
 LA1678
 LA1678.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1678.See file dsdata.txt to determine how the superseded data were derived.
 LA1678
 LA1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL984297(NAD 83)
 LA1678_MARKER: DB = BENCH MARK DISK
 LA1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1678_STAMPING: J 178 1946
 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 = OCTOBER  6, 2006
 ME0429 ***********************************************************************
 ME0429  DESIGNATION -  J 179
 ME0429  PID         -  ME0429
 ME0429  STATE/COUNTY-  IN/FULTON
 ME0429  USGS QUAD   -  AKRON (1994)
 ME0429
 ME0429                         *CURRENT SURVEY CONTROL
 ME0429  ___________________________________________________________________
 ME0429* NAD 83(1986)-  41 00 45.     (N)    086 01 25.     (W)     SCALED    
 ME0429* NAVD 88     -       266.985  (meters)     875.93   (feet)  ADJUSTED  
 ME0429  ___________________________________________________________________
 ME0429  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 ME0429  DYNAMIC HT  -         266.865 (meters)     875.54  (feet)  COMP
 ME0429  MODELED GRAV-     980,165.1   (mgal)                       NAVD 88
 ME0429
 ME0429  VERT ORDER  -  SECOND    CLASS 0
 ME0429
 ME0429.The horizontal coordinates were scaled from a topographic map and have
 ME0429.an estimated accuracy of +/- 6 seconds.
 ME0429
 ME0429.The orthometric height was determined by differential leveling
 ME0429.and adjusted by the National Geodetic Survey in June 1991..
 ME0429
 ME0429.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0429.See file dsdata.txt to determine how the superseded data were derived.
 ME0429
 ME0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL821406(NAD 83)
 ME0429_MARKER: DB = BENCH MARK DISK
 ME0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0429_STAMPING: J 179 1946
 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 = OCTOBER  6, 2006
 ME0929 ***********************************************************************
 ME0929  DESIGNATION -  J 18
 ME0929  PID         -  ME0929
 ME0929  STATE/COUNTY-  IN/LAKE
 ME0929  USGS QUAD   -  WHITING (1991)
 ME0929
 ME0929                         *CURRENT SURVEY CONTROL
 ME0929  ___________________________________________________________________
 ME0929* NAD 83(1986)-  41 40 35.     (N)    087 29 02.     (W)     SCALED    
 ME0929* NAVD 88     -       179.991  (meters)     590.52   (feet)  ADJUSTED  
 ME0929  ___________________________________________________________________
 ME0929  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 ME0929  DYNAMIC HT  -         179.927 (meters)     590.31  (feet)  COMP
 ME0929  MODELED GRAV-     980,264.0   (mgal)                       NAVD 88
 ME0929
 ME0929  VERT ORDER  -  FIRST     CLASS I
 ME0929
 ME0929.The horizontal coordinates were scaled from a topographic map and have
 ME0929.an estimated accuracy of +/- 6 seconds.
 ME0929
 ME0929.The orthometric height was determined by differential leveling
 ME0929.and adjusted by the National Geodetic Survey in June 1991..
 ME0929
 ME0929.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0929.See file dsdata.txt to determine how the superseded data were derived.
 ME0929
 ME0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM597139(NAD 83)
 ME0929_MARKER: DB = BENCH MARK DISK
 ME0929_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0929_SP_SET: BUILDING
 ME0929_STAMPING: J 18 1934
 ME0929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0929
 ME0929  HISTORY     - Date     Condition        Report By
 ME0929  HISTORY     - 1934     MONUMENTED       CGS
 ME0929  HISTORY     - 1968     GOOD             NGS
 ME0929  HISTORY     - 19920805 MARK NOT FOUND   NGS
 ME0929
 ME0929                          STATION DESCRIPTION
 ME0929
 ME0929'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1687 ***********************************************************************
 LA1687  DESIGNATION -  J 180
 LA1687  PID         -  LA1687
 LA1687  STATE/COUNTY-  IN/MIAMI
 LA1687  USGS QUAD   -  ROANN (1994)
 LA1687
 LA1687                         *CURRENT SURVEY CONTROL
 LA1687  ___________________________________________________________________
 LA1687* NAD 83(1986)-  40 54 48.     (N)    085 58 57.     (W)     SCALED    
 LA1687* NAVD 88     -       244.300  (meters)     801.51   (feet)  ADJUSTED  
 LA1687  ___________________________________________________________________
 LA1687  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 LA1687  DYNAMIC HT  -         244.187 (meters)     801.14  (feet)  COMP
 LA1687  MODELED GRAV-     980,156.4   (mgal)                       NAVD 88
 LA1687
 LA1687  VERT ORDER  -  SECOND    CLASS 0
 LA1687
 LA1687.The horizontal coordinates were scaled from a topographic map and have
 LA1687.an estimated accuracy of +/- 6 seconds.
 LA1687
 LA1687.The orthometric height was determined by differential leveling
 LA1687.and adjusted by the National Geodetic Survey in June 1991..
 LA1687
 LA1687.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1687.See file dsdata.txt to determine how the superseded data were derived.
 LA1687
 LA1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL856296(NAD 83)
 LA1687_MARKER: DB = BENCH MARK DISK
 LA1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1687_STAMPING: J 180 1946
 LA1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1687+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 LB0187 ***********************************************************************
 LB0187  DESIGNATION -  J 181
 LB0187  PID         -  LB0187
 LB0187  STATE/COUNTY-  IN/FULTON
 LB0187  USGS QUAD   -  FULTON (1960)
 LB0187
 LB0187                         *CURRENT SURVEY CONTROL
 LB0187  ___________________________________________________________________
 LB0187* NAD 83(1986)-  40 56 45.     (N)    086 22 28.     (W)     SCALED    
 LB0187* NAVD 88     -       241.020  (meters)     790.75   (feet)  ADJUSTED  
 LB0187  ___________________________________________________________________
 LB0187  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 LB0187  DYNAMIC HT  -         240.916 (meters)     790.41  (feet)  COMP
 LB0187  MODELED GRAV-     980,183.4   (mgal)                       NAVD 88
 LB0187
 LB0187  VERT ORDER  -  SECOND    CLASS 0
 LB0187
 LB0187.The horizontal coordinates were scaled from a topographic map and have
 LB0187.an estimated accuracy of +/- 6 seconds.
 LB0187
 LB0187.The orthometric height was determined by differential leveling
 LB0187.and adjusted by the National Geodetic Survey in June 1991..
 LB0187
 LB0187.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0187.See file dsdata.txt to determine how the superseded data were derived.
 LB0187
 LB0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL526329(NAD 83)
 LB0187_MARKER: DB = BENCH MARK DISK
 LB0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0187_STAMPING: J 181 1946
 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 = OCTOBER  6, 2006
 MD1022 ***********************************************************************
 MD1022  DESIGNATION -  J 182
 MD1022  PID         -  MD1022
 MD1022  STATE/COUNTY-  IN/WABASH
 MD1022  USGS QUAD   -  NORTH MANCHESTER NORTH (1994)
 MD1022
 MD1022                         *CURRENT SURVEY CONTROL
 MD1022  ___________________________________________________________________
 MD1022* NAD 83(1986)-  41 01 06.     (N)    085 47 42.     (W)     SCALED    
 MD1022* NAVD 88     -       243.395  (meters)     798.54   (feet)  ADJUSTED  
 MD1022  ___________________________________________________________________
 MD1022  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 MD1022  DYNAMIC HT  -         243.285 (meters)     798.18  (feet)  COMP
 MD1022  MODELED GRAV-     980,164.6   (mgal)                       NAVD 88
 MD1022
 MD1022  VERT ORDER  -  FIRST     CLASS II
 MD1022
 MD1022.The horizontal coordinates were scaled from a topographic map and have
 MD1022.an estimated accuracy of +/- 6 seconds.
 MD1022
 MD1022.The orthometric height was determined by differential leveling
 MD1022.and adjusted by the National Geodetic Survey in June 1991..
 MD1022
 MD1022.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1022.See file dsdata.txt to determine how the superseded data were derived.
 MD1022
 MD1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL013414(NAD 83)
 MD1022_MARKER: DB = BENCH MARK DISK
 MD1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1022_STAMPING: J 182 1946
 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 = OCTOBER  6, 2006
 LA1313 ***********************************************************************
 LA1313  DESIGNATION -  J 185
 LA1313  PID         -  LA1313
 LA1313  STATE/COUNTY-  IN/MADISON
 LA1313  USGS QUAD   -  ALEXANDRIA (1994)
 LA1313
 LA1313                         *CURRENT SURVEY CONTROL
 LA1313  ___________________________________________________________________
 LA1313* NAD 83(1986)-  40 21 30.     (N)    085 38 41.     (W)     SCALED    
 LA1313* NAVD 88     -       268.762  (meters)     881.76   (feet)  ADJUSTED  
 LA1313  ___________________________________________________________________
 LA1313  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 LA1313  DYNAMIC HT  -         268.624 (meters)     881.31  (feet)  COMP
 LA1313  MODELED GRAV-     980,101.9   (mgal)                       NAVD 88
 LA1313
 LA1313  VERT ORDER  -  FIRST     CLASS II
 LA1313
 LA1313.The horizontal coordinates were scaled from a topographic map and have
 LA1313.an estimated accuracy of +/- 6 seconds.
 LA1313
 LA1313.The orthometric height was determined by differential leveling
 LA1313.and adjusted by the National Geodetic Survey in June 1991..
 LA1313
 LA1313.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA1313
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1313.See file dsdata.txt to determine how the superseded data were derived.
 LA1313
 LA1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK150684(NAD 83)
 LA1313_MARKER: DB = BENCH MARK DISK
 LA1313_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1313_SP_SET: ABUTMENT
 LA1313_STAMPING: J 185 1946
 LA1313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1313
 LA1313  HISTORY     - Date     Condition        Report By
 LA1313  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1091 ***********************************************************************
 MD1091  DESIGNATION -  J 186
 MD1091  PID         -  MD1091
 MD1091  STATE/COUNTY-  IN/WHITLEY
 MD1091  USGS QUAD   -  SOUTH WHITLEY EAST (1962)
 MD1091
 MD1091                         *CURRENT SURVEY CONTROL
 MD1091  ___________________________________________________________________
 MD1091* NAD 83(1986)-  41 04 32.     (N)    085 36 11.     (W)     SCALED    
 MD1091* NAVD 88     -       250.070  (meters)     820.44   (feet)  ADJUSTED  
 MD1091  ___________________________________________________________________
 MD1091  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 MD1091  DYNAMIC HT  -         249.961 (meters)     820.08  (feet)  COMP
 MD1091  MODELED GRAV-     980,181.5   (mgal)                       NAVD 88
 MD1091
 MD1091  VERT ORDER  -  SECOND    CLASS 0
 MD1091
 MD1091.The horizontal coordinates were scaled from a topographic map and have
 MD1091.an estimated accuracy of +/- 6 seconds.
 MD1091
 MD1091.The orthometric height was determined by differential leveling
 MD1091.and adjusted by the National Geodetic Survey in June 1991..
 MD1091
 MD1091.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1091.See file dsdata.txt to determine how the superseded data were derived.
 MD1091
 MD1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL173480(NAD 83)
 MD1091_MARKER: DB = BENCH MARK DISK
 MD1091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1091_SP_SET: CULVERT
 MD1091_STAMPING: J 186 1946
 MD1091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1091
 MD1091  HISTORY     - Date     Condition        Report By
 MD1091  HISTORY     - 1946     MONUMENTED       CGS
 MD1091  HISTORY     - 1961     GOOD             NGS
 MD1091
 MD1091                          STATION DESCRIPTION
 MD1091
 MD1091'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1721 ***********************************************************************
 LA1721  DESIGNATION -  J 187
 LA1721  PID         -  LA1721
 LA1721  STATE/COUNTY-  IN/HUNTINGTON
 LA1721  USGS QUAD   -  BIPPUS (1972)
 LA1721
 LA1721                         *CURRENT SURVEY CONTROL
 LA1721  ___________________________________________________________________
 LA1721* NAD 83(1986)-  40 54 02.     (N)    085 37 21.     (W)     SCALED    
 LA1721* NAVD 88     -       242.260  (meters)     794.81   (feet)  ADJUSTED  
 LA1721  ___________________________________________________________________
 LA1721  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 LA1721  DYNAMIC HT  -         242.146 (meters)     794.44  (feet)  COMP
 LA1721  MODELED GRAV-     980,146.4   (mgal)                       NAVD 88
 LA1721
 LA1721  VERT ORDER  -  SECOND    CLASS 0
 LA1721
 LA1721.The horizontal coordinates were scaled from a topographic map and have
 LA1721.an estimated accuracy of +/- 6 seconds.
 LA1721
 LA1721.The orthometric height was determined by differential leveling
 LA1721.and adjusted by the National Geodetic Survey in June 1991..
 LA1721
 LA1721.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1721.See file dsdata.txt to determine how the superseded data were derived.
 LA1721
 LA1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL160286(NAD 83)
 LA1721_MARKER: DB = BENCH MARK DISK
 LA1721_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1721_SP_SET: CULVERT
 LA1721_STAMPING: J 187 1946
 LA1721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA0890 ***********************************************************************
 LA0890  DESIGNATION -  J 188
 LA0890  PID         -  LA0890
 LA0890  STATE/COUNTY-  IN/HUNTINGTON
 LA0890  USGS QUAD   -  HUNTINGTON (1994)
 LA0890
 LA0890                         *CURRENT SURVEY CONTROL
 LA0890  ___________________________________________________________________
 LA0890* NAD 83(1986)-  40 53 48.     (N)    085 28 10.     (W)     SCALED    
 LA0890* NAVD 88     -       228.560  (meters)     749.87   (feet)  ADJUSTED  
 LA0890  ___________________________________________________________________
 LA0890  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 LA0890  DYNAMIC HT  -         228.453 (meters)     749.52  (feet)  COMP
 LA0890  MODELED GRAV-     980,154.0   (mgal)                       NAVD 88
 LA0890
 LA0890  VERT ORDER  -  SECOND    CLASS 0
 LA0890
 LA0890.The horizontal coordinates were scaled from a topographic map and have
 LA0890.an estimated accuracy of +/- 6 seconds.
 LA0890
 LA0890.The orthometric height was determined by differential leveling
 LA0890.and adjusted by the National Geodetic Survey in June 1991..
 LA0890
 LA0890.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0890.See file dsdata.txt to determine how the superseded data were derived.
 LA0890
 LA0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL289284(NAD 83)
 LA0890_MARKER: DB = BENCH MARK DISK
 LA0890_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0890_SP_SET: CULVERT
 LA0890_STAMPING: J 188 1946
 LA0890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA0785 ***********************************************************************
 LA0785  DESIGNATION -  J 189
 LA0785  PID         -  LA0785
 LA0785  STATE/COUNTY-  IN/ALLEN
 LA0785  USGS QUAD   -  OSSIAN (1981)
 LA0785
 LA0785                         *CURRENT SURVEY CONTROL
 LA0785  ___________________________________________________________________
 LA0785* NAD 83(1986)-  40 59 20.     (N)    085 11 17.     (W)     SCALED    
 LA0785* NAVD 88     -       242.862  (meters)     796.79   (feet)  ADJUSTED  
 LA0785  ___________________________________________________________________
 LA0785  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LA0785  DYNAMIC HT  -         242.760 (meters)     796.46  (feet)  COMP
 LA0785  MODELED GRAV-     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 topographic map and have
 LA0785.an estimated accuracy of +/- 6 seconds.
 LA0785
 LA0785.The orthometric height was determined by differential leveling
 LA0785.and adjusted by the National Geodetic Survey in June 1991..
 LA0785
 LA0785.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0785.See file dsdata.txt to determine how the superseded data were derived.
 LA0785
 LA0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL524391(NAD 83)
 LA0785_MARKER: DB = BENCH MARK DISK
 LA0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0785_STAMPING: J 189 1946
 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             NGS
 LA0785  HISTORY     - 1970     GOOD             NGS
 LA0785
 LA0785                          STATION DESCRIPTION
 LA0785
 LA0785'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0899 ***********************************************************************
 ME0899  DESIGNATION -  J 19
 ME0899  PID         -  ME0899
 ME0899  STATE/COUNTY-  IN/LA PORTE
 ME0899  USGS QUAD   -  MICHIGAN CITY EAST (1980)
 ME0899
 ME0899                         *CURRENT SURVEY CONTROL
 ME0899  ___________________________________________________________________
 ME0899* NAD 83(1986)-  41 40 17.     (N)    086 45 46.     (W)     SCALED    
 ME0899* NAVD 88     -       240.371  (meters)     788.62   (feet)  ADJUSTED  
 ME0899  ___________________________________________________________________
 ME0899  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0899  DYNAMIC HT  -         240.278 (meters)     788.31  (feet)  COMP
 ME0899  MODELED GRAV-     980,232.1   (mgal)                       NAVD 88
 ME0899
 ME0899  VERT ORDER  -  SECOND    CLASS 0
 ME0899
 ME0899.The horizontal coordinates were scaled from a topographic map and have
 ME0899.an estimated accuracy of +/- 6 seconds.
 ME0899
 ME0899.The orthometric height was determined by differential leveling
 ME0899.and adjusted by the National Geodetic Survey in June 1991..
 ME0899
 ME0899.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0899.See file dsdata.txt to determine how the superseded data were derived.
 ME0899
 ME0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM197133(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0899
 ME0899  HISTORY     - Date     Condition        Report By
 ME0899  HISTORY     - 1934     MONUMENTED       CGS
 ME0899  HISTORY     - 1946     GOOD             NGS
 ME0899
 ME0899                          STATION DESCRIPTION
 ME0899
 ME0899'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0802 ***********************************************************************
 MD0802  DESIGNATION -  J 190
 MD0802  PID         -  MD0802
 MD0802  STATE/COUNTY-  IN/WHITLEY
 MD0802  USGS QUAD   -  ARCOLA (1981)
 MD0802
 MD0802                         *CURRENT SURVEY CONTROL
 MD0802  ___________________________________________________________________
 MD0802* NAD 83(1986)-  41 01 10.     (N)    085 20 10.     (W)     SCALED    
 MD0802* NAVD 88     -       256.823  (meters)     842.59   (feet)  ADJUSTED  
 MD0802  ___________________________________________________________________
 MD0802  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 MD0802  DYNAMIC HT  -         256.715 (meters)     842.24  (feet)  COMP
 MD0802  MODELED GRAV-     980,196.4   (mgal)                       NAVD 88
 MD0802
 MD0802  VERT ORDER  -  SECOND    CLASS 0
 MD0802
 MD0802.The horizontal coordinates were scaled from a topographic map and have
 MD0802.an estimated accuracy of +/- 6 seconds.
 MD0802
 MD0802.The orthometric height was determined by differential leveling
 MD0802.and adjusted by the National Geodetic Survey in June 1991..
 MD0802
 MD0802.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0802.See file dsdata.txt to determine how the superseded data were derived.
 MD0802
 MD0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL398422(NAD 83)
 MD0802_MARKER: DB = BENCH MARK DISK
 MD0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0802_STAMPING: J-190-1946
 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 = OCTOBER  6, 2006
 LA1876 ***********************************************************************
 LA1876  DESIGNATION -  J 191
 LA1876  PID         -  LA1876
 LA1876  STATE/COUNTY-  IN/MIAMI
 LA1876  USGS QUAD   -  AMBOY (1994)
 LA1876
 LA1876                         *CURRENT SURVEY CONTROL
 LA1876  ___________________________________________________________________
 LA1876* NAD 83(1997)-  40 34 44.46239(N)    085 57 28.43392(W)     ADJUSTED  
 LA1876* NAVD 88     -       253.073  (meters)     830.29   (feet)  ADJUSTED  
 LA1876  ___________________________________________________________________
 LA1876  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 LA1876  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LA1876  DYNAMIC HT  -         252.945 (meters)     829.87  (feet)  COMP
 LA1876  MODELED GRAV-     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
 LA1876.and adjusted by the National Geodetic Survey in June 1991..
 LA1876
 LA1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA1876
 LA1876.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996569  x   0.99997415  =   0.99993984
 LA1876!UTM  16      -   0.99996569  x   0.99969575  =   0.99966145
 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
 LA1876.Superseded values are not recommended for survey control.
 LA1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1876.See file dsdata.txt to determine how the superseded data were derived.
 LA1876
 LA1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8819892547(NAD 83)
 LA1876_MARKER: DB = BENCH MARK DISK
 LA1876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1876_STAMPING: J 191 1946
 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 = OCTOBER  6, 2006
 LA1810 ***********************************************************************
 LA1810  DESIGNATION -  J 192
 LA1810  PID         -  LA1810
 LA1810  STATE/COUNTY-  IN/MIAMI
 LA1810  USGS QUAD   -  PEORIA (1994)
 LA1810
 LA1810                         *CURRENT SURVEY CONTROL
 LA1810  ___________________________________________________________________
 LA1810* NAD 83(1986)-  40 40 26.     (N)    085 59 16.     (W)     SCALED    
 LA1810* NAVD 88     -       242.950  (meters)     797.08   (feet)  ADJUSTED  
 LA1810  ___________________________________________________________________
 LA1810  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 LA1810  DYNAMIC HT  -         242.831 (meters)     796.69  (feet)  COMP
 LA1810  MODELED GRAV-     980,128.4   (mgal)                       NAVD 88
 LA1810
 LA1810  VERT ORDER  -  SECOND    CLASS 0
 LA1810
 LA1810.The horizontal coordinates were scaled from a topographic map and have
 LA1810.an estimated accuracy of +/- 6 seconds.
 LA1810
 LA1810.The orthometric height was determined by differential leveling
 LA1810.and adjusted by the National Geodetic Survey in June 1991..
 LA1810
 LA1810.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1810.See file dsdata.txt to determine how the superseded data were derived.
 LA1810
 LA1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL855030(NAD 83)
 LA1810_MARKER: DB = BENCH MARK DISK
 LA1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1810_STAMPING: J 192 1946
 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 = OCTOBER  6, 2006
 LB0212 ***********************************************************************
 LB0212  DESIGNATION -  J 193
 LB0212  PID         -  LB0212
 LB0212  STATE/COUNTY-  IN/MIAMI
 LB0212  USGS QUAD   -  PERU (1992)
 LB0212
 LB0212                         *CURRENT SURVEY CONTROL
 LB0212  ___________________________________________________________________
 LB0212* NAD 83(1986)-  40 45 48.     (N)    086 02 58.     (W)     SCALED    
 LB0212* NAVD 88     -       196.972  (meters)     646.23   (feet)  ADJUSTED  
 LB0212  ___________________________________________________________________
 LB0212  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 LB0212  DYNAMIC HT  -         196.877 (meters)     645.92  (feet)  COMP
 LB0212  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 LB0212
 LB0212  VERT ORDER  -  SECOND    CLASS 0
 LB0212
 LB0212.The horizontal coordinates were scaled from a topographic map and have
 LB0212.an estimated accuracy of +/- 6 seconds.
 LB0212
 LB0212.The orthometric height was determined by differential leveling
 LB0212.and adjusted by the National Geodetic Survey in June 1991..
 LB0212
 LB0212.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0212.See file dsdata.txt to determine how the superseded data were derived.
 LB0212
 LB0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL802129(NAD 83)
 LB0212_MARKER: DB = BENCH MARK DISK
 LB0212_SETTING: 0 = UNSPECIFIED SETTING
 LB0212_STAMPING: J 193 1946
 LB0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1332 ***********************************************************************
 LA1332  DESIGNATION -  J 194
 LA1332  PID         -  LA1332
 LA1332  STATE/COUNTY-  IN/MADISON
 LA1332  USGS QUAD   -  LAPEL (1994)
 LA1332
 LA1332                         *CURRENT SURVEY CONTROL
 LA1332  ___________________________________________________________________
 LA1332* NAD 83(1986)-  40 07 07.     (N)    085 51 48.     (W)     SCALED    
 LA1332* NAVD 88     -       252.713  (meters)     829.11   (feet)  ADJUSTED  
 LA1332  ___________________________________________________________________
 LA1332  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 LA1332  DYNAMIC HT  -         252.577 (meters)     828.66  (feet)  COMP
 LA1332  MODELED GRAV-     980,080.8   (mgal)                       NAVD 88
 LA1332
 LA1332  VERT ORDER  -  SECOND    CLASS 0
 LA1332
 LA1332.The horizontal coordinates were scaled from a topographic map and have
 LA1332.an estimated accuracy of +/- 6 seconds.
 LA1332
 LA1332.The orthometric height was determined by differential leveling
 LA1332.and adjusted by the National Geodetic Survey in June 1991..
 LA1332
 LA1332.The geoid height was determined by GEOID03.
 LA1332
 LA1332.The dynamic height is computed by dividing the NAVD 88
 LA1332.geopotential number by the normal gravity value computed on the
 LA1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1332.degrees latitude (g = 980.6199 gals.).
 LA1332
 LA1332.The modeled gravity was interpolated from observed gravity values.
 LA1332
 LA1332;                    North         East    Units  Estimated Accuracy
 LA1332;SPC IN E     -   540,710.       83,240.      MT  (+/- 180 meters Scaled)
 LA1332
 LA1332                          SUPERSEDED SURVEY CONTROL
 LA1332
 LA1332  NGVD 29 (??/??/92)  252.846  (m)          829.55   (f) ADJ UNCH    2 0
 LA1332
 LA1332.Superseded values are not recommended for survey control.
 LA1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1332.See file dsdata.txt to determine how the superseded data were derived.
 LA1332
 LA1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK968415(NAD 83)
 LA1332_MARKER: DB = BENCH MARK DISK
 LA1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1332_STAMPING: J 194 1946
 LA1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1332+STABILITY: SURFACE MOTION
 LA1332
 LA1332  HISTORY     - Date     Condition        Report By
 LA1332  HISTORY     - 1946     MONUMENTED       CGS
 LA1332
 LA1332                          STATION DESCRIPTION
 LA1332
 LA1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1332'3.6 MI N FROM FISHERBURG.
 LA1332'ABOUT 3.55 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION
 LA1332'OF STATE HIGHWAYS 32 AND 132 AT FISHERBURG, ABOUT 1.7 MILES SOUTH
 LA1332'OF THE CONCRETE BRIDGE OVER WEST FORK WHITE RIVER AT PERKINSVILLE,
 LA1332'MADISON COUNTY, SET IN THE NORTHEAST ANGLE OF AN EAST-WEST GRAVEL
 LA1332'CROSS ROAD, 31 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 29
 LA1332'FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 4.5 FEET SOUTH
 LA1332'OF A TELEPHONE POLE, 10.5 FEET NORTH OF A FENCE CORNER, 1 FOOT
 LA1332'WEST OF THE FENCE LINE, ABOUT 1 FOOT ABOVE THE HIGHWAY, AND SET
 LA1332'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1366 ***********************************************************************
 LA1366  DESIGNATION -  J 195
 LA1366  PID         -  LA1366
 LA1366  STATE/COUNTY-  IN/GRANT
 LA1366  USGS QUAD   -  POINT ISABEL (1994)
 LA1366
 LA1366                         *CURRENT SURVEY CONTROL
 LA1366  ___________________________________________________________________
 LA1366* NAD 83(1986)-  40 23 33.     (N)    085 47 10.     (W)     SCALED    
 LA1366* NAVD 88     -       270.051  (meters)     885.99   (feet)  ADJUSTED  
 LA1366  ___________________________________________________________________
 LA1366  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 LA1366  DYNAMIC HT  -         269.911 (meters)     885.53  (feet)  COMP
 LA1366  MODELED GRAV-     980,099.0   (mgal)                       NAVD 88
 LA1366
 LA1366  VERT ORDER  -  SECOND    CLASS 0
 LA1366
 LA1366.The horizontal coordinates were scaled from a topographic map and have
 LA1366.an estimated accuracy of +/- 6 seconds.
 LA1366
 LA1366.The orthometric height was determined by differential leveling
 LA1366.and adjusted by the National Geodetic Survey in June 1991..
 LA1366
 LA1366.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1366.See file dsdata.txt to determine how the superseded data were derived.
 LA1366
 LA1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK030720(NAD 83)
 LA1366_MARKER: DB = BENCH MARK DISK
 LA1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1366_STAMPING: J 195 1946
 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 = OCTOBER  6, 2006
 MD0896 ***********************************************************************
 MD0896  DESIGNATION -  J 196 RESET 1966
 MD0896  PID         -  MD0896
 MD0896  STATE/COUNTY-  IN/WHITLEY
 MD0896  USGS QUAD   -  COLUMBIA CITY (1981)
 MD0896
 MD0896                         *CURRENT SURVEY CONTROL
 MD0896  ___________________________________________________________________
 MD0896* NAD 83(1986)-  41 14 13.     (N)    085 27 46.     (W)     SCALED    
 MD0896* NAVD 88     -       283.68   (meters)     930.7    (feet)  RESET     
 MD0896  ___________________________________________________________________
 MD0896  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MD0896
 MD0896  VERT ORDER  -  THIRD
 MD0896
 MD0896.The horizontal coordinates were scaled from a topographic map and have
 MD0896.an estimated accuracy of +/- 6 seconds.
 MD0896
 MD0896.The orthometric height was computed from unverified reset data.
 MD0896
 MD0896.The geoid height was determined by GEOID03.
 MD0896
 MD0896;                    North         East    Units  Estimated Accuracy
 MD0896;SPC IN E     -   664,890.      117,090.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0896.See file dsdata.txt to determine how the superseded data were derived.
 MD0896
 MD0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL288662(NAD 83)
 MD0896_MARKER: DB = BENCH MARK DISK
 MD0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0896_STAMPING: J 196 RESET 1966
 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 = OCTOBER  6, 2006
 MD0839 ***********************************************************************
 MD0839  DESIGNATION -  J 197
 MD0839  PID         -  MD0839
 MD0839  STATE/COUNTY-  IN/ALLEN
 MD0839  USGS QUAD   -  CHURUBUSCO (1965)
 MD0839
 MD0839                         *CURRENT SURVEY CONTROL
 MD0839  ___________________________________________________________________
 MD0839* NAD 83(1986)-  41 11 19.     (N)    085 17 27.     (W)     SCALED    
 MD0839* NAVD 88     -       253.141  (meters)     830.51   (feet)  ADJUSTED  
 MD0839  ___________________________________________________________________
 MD0839  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 MD0839  DYNAMIC HT  -         253.046 (meters)     830.20  (feet)  COMP
 MD0839  MODELED GRAV-     980,241.6   (mgal)                       NAVD 88
 MD0839
 MD0839  VERT ORDER  -  SECOND    CLASS 0
 MD0839
 MD0839.The horizontal coordinates were scaled from a topographic map and have
 MD0839.an estimated accuracy of +/- 6 seconds.
 MD0839
 MD0839.The orthometric height was determined by differential leveling
 MD0839.and adjusted by the National Geodetic Survey in June 1991..
 MD0839.WARNING-Repeat measurements at this control monument indicate possible
 MD0839.vertical movement.
 MD0839
 MD0839.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0839.See file dsdata.txt to determine how the superseded data were derived.
 MD0839
 MD0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL433611(NAD 83)
 MD0839_MARKER: DB = BENCH MARK DISK
 MD0839_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0839_SP_SET: ABUTMENT
 MD0839_STAMPING: J 197 1946
 MD0839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0839
 MD0839  HISTORY     - Date     Condition        Report By
 MD0839  HISTORY     - 1946     MONUMENTED       CGS
 MD0839  HISTORY     - 1962     GOOD             NGS
 MD0839  HISTORY     - 1963     GOOD             NGS
 MD0839
 MD0839                          STATION DESCRIPTION
 MD0839
 MD0839'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1963
 MD0839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0543 ***********************************************************************
 MD0543  DESIGNATION -  J 198
 MD0543  PID         -  MD0543
 MD0543  STATE/COUNTY-  IN/DE KALB
 MD0543  USGS QUAD   -  SAINT JOE (1994)
 MD0543
 MD0543                         *CURRENT SURVEY CONTROL
 MD0543  ___________________________________________________________________
 MD0543* NAD 83(1986)-  41 19 51.     (N)    084 56 43.     (W)     SCALED    
 MD0543* NAVD 88     -       252.689  (meters)     829.03   (feet)  ADJUSTED  
 MD0543  ___________________________________________________________________
 MD0543  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 MD0543  DYNAMIC HT  -         252.588 (meters)     828.70  (feet)  COMP
 MD0543  MODELED GRAV-     980,217.2   (mgal)                       NAVD 88
 MD0543
 MD0543  VERT ORDER  -  SECOND    CLASS 0
 MD0543
 MD0543.The horizontal coordinates were scaled from a topographic map and have
 MD0543.an estimated accuracy of +/- 6 seconds.
 MD0543
 MD0543.The orthometric height was determined by differential leveling
 MD0543.and adjusted by the National Geodetic Survey in June 1991..
 MD0543
 MD0543.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0543.See file dsdata.txt to determine how the superseded data were derived.
 MD0543
 MD0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL719775(NAD 83)
 MD0543_MARKER: DB = BENCH MARK DISK
 MD0543_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0543_SP_SET: BRIDGE
 MD0543_STAMPING: J-198
 MD0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0543
 MD0543  HISTORY     - Date     Condition        Report By
 MD0543  HISTORY     - UNK      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 = OCTOBER  6, 2006
 MD0355 ***********************************************************************
 MD0355  DESIGNATION -  J 199
 MD0355  PID         -  MD0355
 MD0355  STATE/COUNTY-  IN/ALLEN
 MD0355  USGS QUAD   -  GRABILL (1992)
 MD0355
 MD0355                         *CURRENT SURVEY CONTROL
 MD0355  ___________________________________________________________________
 MD0355* NAD 83(1986)-  41 14 54.     (N)    084 58 21.     (W)     SCALED    
 MD0355* NAVD 88     -       242.080  (meters)     794.22   (feet)  ADJUSTED  
 MD0355  ___________________________________________________________________
 MD0355  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 MD0355  DYNAMIC HT  -         241.982 (meters)     793.90  (feet)  COMP
 MD0355  MODELED GRAV-     980,213.8   (mgal)                       NAVD 88
 MD0355
 MD0355  VERT ORDER  -  SECOND    CLASS 0
 MD0355
 MD0355.The horizontal coordinates were scaled from a topographic map and have
 MD0355.an estimated accuracy of +/- 6 seconds.
 MD0355
 MD0355.The orthometric height was determined by differential leveling
 MD0355.and adjusted by the National Geodetic Survey in June 1991..
 MD0355
 MD0355.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0355.See file dsdata.txt to determine how the superseded data were derived.
 MD0355
 MD0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL698683(NAD 83)
 MD0355_MARKER: DB = BENCH MARK DISK
 MD0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0355_SP_SET: CULVERT
 MD0355_STAMPING: J 199 1946
 MD0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0355
 MD0355  HISTORY     - Date     Condition        Report By
 MD0355  HISTORY     - 1946     MONUMENTED       CGS
 MD0355  HISTORY     - 1962     GOOD             NGS
 MD0355
 MD0355                          STATION DESCRIPTION
 MD0355
 MD0355'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0114 ***********************************************************************
 ME0114  DESIGNATION -  J 20
 ME0114  PID         -  ME0114
 ME0114  STATE/COUNTY-  IN/ST JOSEPH
 ME0114  USGS QUAD   -  SOUTH BEND EAST (1992)
 ME0114
 ME0114                         *CURRENT SURVEY CONTROL
 ME0114  ___________________________________________________________________
 ME0114* NAD 83(1986)-  41 39 26.     (N)    086 11 45.     (W)     SCALED    
 ME0114* NAVD 88     -       219.738  (meters)     720.92   (feet)  ADJUSTED  
 ME0114  ___________________________________________________________________
 ME0114  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME0114  DYNAMIC HT  -         219.652 (meters)     720.64  (feet)  COMP
 ME0114  MODELED GRAV-     980,225.6   (mgal)                       NAVD 88
 ME0114
 ME0114  VERT ORDER  -  SECOND    CLASS 0
 ME0114
 ME0114.The horizontal coordinates were scaled from a topographic map and have
 ME0114.an estimated accuracy of +/- 6 seconds.
 ME0114
 ME0114.The orthometric height was determined by differential leveling
 ME0114.and adjusted by the National Geodetic Survey in June 1991..
 ME0114
 ME0114.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0114.See file dsdata.txt to determine how the superseded data were derived.
 ME0114
 ME0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM669120(NAD 83)
 ME0114_MARKER: DB = BENCH MARK DISK
 ME0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0114_STAMPING: 721.291 J 20 1934
 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             NGS
 ME0114
 ME0114                          STATION DESCRIPTION
 ME0114
 ME0114'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0338 ***********************************************************************
 MD0338  DESIGNATION -  J 201
 MD0338  PID         -  MD0338
 MD0338  STATE/COUNTY-  IN/DE KALB
 MD0338  USGS QUAD   -  BUTLER EAST (1994)
 MD0338
 MD0338                         *CURRENT SURVEY CONTROL
 MD0338  ___________________________________________________________________
 MD0338* NAD 83(1986)-  41 25 55.     (N)    084 50 30.     (W)     SCALED    
 MD0338* NAVD 88     -       258.865  (meters)     849.29   (feet)  ADJUSTED  
 MD0338  ___________________________________________________________________
 MD0338  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 MD0338  DYNAMIC HT  -         258.763 (meters)     848.96  (feet)  COMP
 MD0338  MODELED GRAV-     980,225.0   (mgal)                       NAVD 88
 MD0338
 MD0338  VERT ORDER  -  SECOND    CLASS 0
 MD0338
 MD0338.The horizontal coordinates were scaled from a topographic map and have
 MD0338.an estimated accuracy of +/- 6 seconds.
 MD0338
 MD0338.The orthometric height was determined by differential leveling
 MD0338.and adjusted by the National Geodetic Survey in June 1991..
 MD0338
 MD0338.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0338.See file dsdata.txt to determine how the superseded data were derived.
 MD0338
 MD0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL803889(NAD 83)
 MD0338_MARKER: DB = BENCH MARK DISK
 MD0338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0338_SP_SET: CULVERT
 MD0338_STAMPING: J 201 1946
 MD0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0338
 MD0338  HISTORY     - Date     Condition        Report By
 MD0338  HISTORY     - 1946     MONUMENTED       CGS
 MD0338  HISTORY     - 1962     GOOD             NGS
 MD0338
 MD0338                          STATION DESCRIPTION
 MD0338
 MD0338'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1754 ***********************************************************************
 LA1754  DESIGNATION -  J 202
 LA1754  PID         -  LA1754
 LA1754  STATE/COUNTY-  IN/HUNTINGTON
 LA1754  USGS QUAD   -  ANDREWS (1994)
 LA1754
 LA1754                         *CURRENT SURVEY CONTROL
 LA1754  ___________________________________________________________________
 LA1754* NAD 83(1986)-  40 47 58.     (N)    085 30 29.     (W)     SCALED    
 LA1754* NAVD 88     -       249.508  (meters)     818.59   (feet)  ADJUSTED  
 LA1754  ___________________________________________________________________
 LA1754  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 LA1754  DYNAMIC HT  -         249.388 (meters)     818.20  (feet)  COMP
 LA1754  MODELED GRAV-     980,138.7   (mgal)                       NAVD 88
 LA1754
 LA1754  VERT ORDER  -  SECOND    CLASS 0
 LA1754
 LA1754.The horizontal coordinates were scaled from a topographic map and have
 LA1754.an estimated accuracy of +/- 6 seconds.
 LA1754
 LA1754.The orthometric height was determined by differential leveling
 LA1754.and adjusted by the National Geodetic Survey in June 1991..
 LA1754
 LA1754.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1754.See file dsdata.txt to determine how the superseded data were derived.
 LA1754
 LA1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL258175(NAD 83)
 LA1754_MARKER: DB = BENCH MARK DISK
 LA1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1754_STAMPING: J 202 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1962
 LA1754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1748 ***********************************************************************
 LA1748  DESIGNATION -  J 203 RESET 1959
 LA1748  PID         -  LA1748
 LA1748  STATE/COUNTY-  IN/HUNTINGTON
 LA1748  USGS QUAD   -  ANDREWS (1994)
 LA1748
 LA1748                         *CURRENT SURVEY CONTROL
 LA1748  ___________________________________________________________________
 LA1748* NAD 83(1986)-  40 52 06.     (N)    085 36 05.     (W)     SCALED    
 LA1748* NAVD 88     -       215.47   (meters)     706.9    (feet)  RESET     
 LA1748  ___________________________________________________________________
 LA1748  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 LA1748
 LA1748  VERT ORDER  -  THIRD
 LA1748
 LA1748.The horizontal coordinates were scaled from a topographic map and have
 LA1748.an estimated accuracy of +/- 6 seconds.
 LA1748
 LA1748.The orthometric height was computed from unverified reset data.
 LA1748
 LA1748.The geoid height was determined by GEOID03.
 LA1748
 LA1748;                    North         East    Units  Estimated Accuracy
 LA1748;SPC IN E     -   623,940.      105,500.      MT  (+/- 180 meters Scaled)
 LA1748
 LA1748                          SUPERSEDED SURVEY CONTROL
 LA1748
 LA1748  NGVD 29 (??/??/??)  215.59   (m)          707.3    (f) RESET       3  
 LA1748
 LA1748.Superseded values are not recommended for survey control.
 LA1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1748.See file dsdata.txt to determine how the superseded data were derived.
 LA1748
 LA1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL178250(NAD 83)
 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_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 = OCTOBER  6, 2006
 LA1400 ***********************************************************************
 LA1400  DESIGNATION -  J 205
 LA1400  PID         -  LA1400
 LA1400  STATE/COUNTY-  IN/HAMILTON
 LA1400  USGS QUAD   -  OMEGA (1994)
 LA1400
 LA1400                         *CURRENT SURVEY CONTROL
 LA1400  ___________________________________________________________________
 LA1400* NAD 83(1986)-  40 11 45.     (N)    085 58 37.     (W)     SCALED    
 LA1400* NAVD 88     -       258.747  (meters)     848.91   (feet)  ADJUSTED  
 LA1400  ___________________________________________________________________
 LA1400  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 LA1400  DYNAMIC HT  -         258.608 (meters)     848.45  (feet)  COMP
 LA1400  MODELED GRAV-     980,083.0   (mgal)                       NAVD 88
 LA1400
 LA1400  VERT ORDER  -  SECOND    CLASS 0
 LA1400
 LA1400.The horizontal coordinates were scaled from a topographic map and have
 LA1400.an estimated accuracy of +/- 6 seconds.
 LA1400
 LA1400.The orthometric height was determined by differential leveling
 LA1400.and adjusted by the National Geodetic Survey in June 1991..
 LA1400
 LA1400.The geoid height was determined by GEOID03.
 LA1400
 LA1400.The dynamic height is computed by dividing the NAVD 88
 LA1400.geopotential number by the normal gravity value computed on the
 LA1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1400.degrees latitude (g = 980.6199 gals.).
 LA1400
 LA1400.The modeled gravity was interpolated from observed gravity values.
 LA1400
 LA1400;                    North         East    Units  Estimated Accuracy
 LA1400;SPC IN E     -   549,310.       73,580.      MT  (+/- 180 meters Scaled)
 LA1400
 LA1400                          SUPERSEDED SURVEY CONTROL
 LA1400
 LA1400  NGVD 29 (??/??/92)  258.872  (m)          849.32   (f) ADJ UNCH    2 0
 LA1400
 LA1400.Superseded values are not recommended for survey control.
 LA1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1400.See file dsdata.txt to determine how the superseded data were derived.
 LA1400
 LA1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK870499(NAD 83)
 LA1400_MARKER: DB = BENCH MARK DISK
 LA1400_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1400_SP_SET: ABUTMENT
 LA1400_STAMPING: J 205 1946
 LA1400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1400
 LA1400  HISTORY     - Date     Condition        Report By
 LA1400  HISTORY     - 1946     MONUMENTED       CGS
 LA1400
 LA1400                          STATION DESCRIPTION
 LA1400
 LA1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1400'7.6 MI SW FROM HOBBS.
 LA1400'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CROSSROADS
 LA1400'AT HOBBS, THENCE ABOUT 6.05 MILES SOUTH ALONG A GRAVEL ROAD,
 LA1400'0.35 MILE NORTH OF THE JUNCTION OF A ROAD LEADING EAST, 0.15
 LA1400'MILE SOUTH OF A CROSS ROAD, SET IN THE TOP OF THE SOUTHWEST END
 LA1400'OF THE NORTHEAST ABUTMENT OF A 30 FOOT CONCRETE BRIDGE, 11 FEET
 LA1400'EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE
 LA1400'BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0293 ***********************************************************************
 ME0293  DESIGNATION -  J 206
 ME0293  PID         -  ME0293
 ME0293  STATE/COUNTY-  IN/STARKE
 ME0293  USGS QUAD   -  DONALDSON (1972)
 ME0293
 ME0293                         *CURRENT SURVEY CONTROL
 ME0293  ___________________________________________________________________
 ME0293* NAD 83(1986)-  41 21 57.     (N)    086 28 29.     (W)     SCALED    
 ME0293* NAVD 88     -       222.374  (meters)     729.57   (feet)  ADJUSTED  
 ME0293  ___________________________________________________________________
 ME0293  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME0293  DYNAMIC HT  -         222.283 (meters)     729.27  (feet)  COMP
 ME0293  MODELED GRAV-     980,210.8   (mgal)                       NAVD 88
 ME0293
 ME0293  VERT ORDER  -  FIRST     CLASS II
 ME0293
 ME0293.The horizontal coordinates were scaled from a topographic map and have
 ME0293.an estimated accuracy of +/- 6 seconds.
 ME0293
 ME0293.The orthometric height was determined by differential leveling
 ME0293.and adjusted by the National Geodetic Survey in June 1991..
 ME0293
 ME0293.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0293.See file dsdata.txt to determine how the superseded data were derived.
 ME0293
 ME0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL439795(NAD 83)
 ME0293_MARKER: DB = BENCH MARK DISK
 ME0293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0293_SP_SET: CULVERT
 ME0293_STAMPING: J 206 1946
 ME0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME0294 ***********************************************************************
 ME0294  DESIGNATION -  J 206 RESET
 ME0294  PID         -  ME0294
 ME0294  STATE/COUNTY-  IN/STARKE
 ME0294  USGS QUAD   -  DONALDSON (1972)
 ME0294
 ME0294                         *CURRENT SURVEY CONTROL
 ME0294  ___________________________________________________________________
 ME0294* NAD 83(1986)-  41 21 58.     (N)    086 28 32.     (W)     SCALED    
 ME0294* NAVD 88     -       224.865  (meters)     737.74   (feet)  ADJUSTED  
 ME0294  ___________________________________________________________________
 ME0294  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME0294  DYNAMIC HT  -         224.773 (meters)     737.44  (feet)  COMP
 ME0294  MODELED GRAV-     980,210.9   (mgal)                       NAVD 88
 ME0294
 ME0294  VERT ORDER  -  FIRST     CLASS I
 ME0294
 ME0294.The horizontal coordinates were scaled from a topographic map and have
 ME0294.an estimated accuracy of +/- 6 seconds.
 ME0294
 ME0294.The orthometric height was determined by differential leveling
 ME0294.and adjusted by the National Geodetic Survey in April 1995..
 ME0294
 ME0294.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0294
 ME0294  NAVD 88 (06/15/91)  224.862  (m)          737.73   (f) UNKNOWN     1 1
 ME0294  NGVD 29 (01/19/93)  224.975  (m)          738.11   (f) ADJUSTED    1 1
 ME0294
 ME0294.Superseded values are not recommended for survey control.
 ME0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0294.See file dsdata.txt to determine how the superseded data were derived.
 ME0294
 ME0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL438795(NAD 83)
 ME0294_MARKER: DB = BENCH MARK DISK
 ME0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0294_SP_SET: CONCRETE POST
 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             NGS
 ME0294  HISTORY     - 19920907 GOOD             NGS
 ME0294
 ME0294                          STATION DESCRIPTION
 ME0294
 ME0294'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0523 ***********************************************************************
 LB0523  DESIGNATION -  J 207
 LB0523  PID         -  LB0523
 LB0523  STATE/COUNTY-  IN/TIPTON
 LB0523  USGS QUAD   -  KEMPTON (1980)
 LB0523
 LB0523                         *CURRENT SURVEY CONTROL
 LB0523  ___________________________________________________________________
 LB0523* NAD 83(1986)-  40 16 27.     (N)    086 11 04.     (W)     SCALED    
 LB0523* NAVD 88     -       281.186  (meters)     922.52   (feet)  ADJUSTED  
 LB0523  ___________________________________________________________________
 LB0523  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 LB0523  DYNAMIC HT  -         281.032 (meters)     922.02  (feet)  COMP
 LB0523  MODELED GRAV-     980,070.4   (mgal)                       NAVD 88
 LB0523
 LB0523  VERT ORDER  -  SECOND    CLASS 0
 LB0523
 LB0523.The horizontal coordinates were scaled from a topographic map and have
 LB0523.an estimated accuracy of +/- 6 seconds.
 LB0523
 LB0523.The orthometric height was determined by differential leveling
 LB0523.and adjusted by the National Geodetic Survey in June 1991..
 LB0523
 LB0523.The geoid height was determined by GEOID03.
 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     -   558,090.       55,960.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0523.See file dsdata.txt to determine how the superseded data were derived.
 LB0523
 LB0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK693585(NAD 83)
 LB0523_MARKER: DB = BENCH MARK DISK
 LB0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0523_STAMPING: J 207 1946
 LB0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0523+STABILITY: SURFACE MOTION
 LB0523
 LB0523  HISTORY     - Date     Condition        Report By
 LB0523  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0468 ***********************************************************************
 LB0468  DESIGNATION -  J 208
 LB0468  PID         -  LB0468
 LB0468  STATE/COUNTY-  IN/TIPTON
 LB0468  USGS QUAD   -  KOKOMO EAST (1994)
 LB0468
 LB0468                         *CURRENT SURVEY CONTROL
 LB0468  ___________________________________________________________________
 LB0468* NAD 83(1986)-  40 22 46.     (N)    086 05 18.     (W)     SCALED    
 LB0468* NAVD 88     -       268.477  (meters)     880.83   (feet)  ADJUSTED  
 LB0468  ___________________________________________________________________
 LB0468  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 LB0468  DYNAMIC HT  -         268.334 (meters)     880.36  (feet)  COMP
 LB0468  MODELED GRAV-     980,087.7   (mgal)                       NAVD 88
 LB0468
 LB0468  VERT ORDER  -  SECOND    CLASS 0
 LB0468
 LB0468.The horizontal coordinates were scaled from a topographic map and have
 LB0468.an estimated accuracy of +/- 6 seconds.
 LB0468
 LB0468.The orthometric height was determined by differential leveling
 LB0468.and adjusted by the National Geodetic Survey in June 1991..
 LB0468
 LB0468.The geoid height was determined by GEOID03.
 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     -   569,730.       64,190.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0468.See file dsdata.txt to determine how the superseded data were derived.
 LB0468
 LB0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK773702(NAD 83)
 LB0468_MARKER: DB = BENCH MARK DISK
 LB0468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0468_SP_SET: BUILDING
 LB0468_STAMPING: J 208 1946
 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 = OCTOBER  6, 2006
 LB0570 ***********************************************************************
 LB0570  DESIGNATION -  J 209 RESET 1953
 LB0570  PID         -  LB0570
 LB0570  STATE/COUNTY-  IN/HAMILTON
 LB0570  USGS QUAD   -  NOBLESVILLE (1992)
 LB0570
 LB0570                         *CURRENT SURVEY CONTROL
 LB0570  ___________________________________________________________________
 LB0570* NAD 83(1986)-  40 06 05.     (N)    086 00 48.     (W)     SCALED    
 LB0570* NAVD 88     -       247.46   (meters)     811.9    (feet)  RESET     
 LB0570  ___________________________________________________________________
 LB0570  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 LB0570
 LB0570  VERT ORDER  -  THIRD
 LB0570
 LB0570.The horizontal coordinates were scaled from a topographic map and have
 LB0570.an estimated accuracy of +/- 6 seconds.
 LB0570
 LB0570.The orthometric height was computed from unverified reset data.
 LB0570
 LB0570.The geoid height was determined by GEOID03.
 LB0570
 LB0570;                    North         East    Units  Estimated Accuracy
 LB0570;SPC IN E     -   538,830.       70,440.      MT  (+/- 180 meters Scaled)
 LB0570
 LB0570                          SUPERSEDED SURVEY CONTROL
 LB0570
 LB0570.No superseded survey control is available for this station.
 LB0570
 LB0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK840394(NAD 83)
 LB0570_MARKER: DB = BENCH MARK DISK
 LB0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0570_STAMPING: J 209 RESET 1953
 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             NGS
 LB0570
 LB0570                          STATION DESCRIPTION
 LB0570
 LB0570'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0489 ***********************************************************************
 LB0489  DESIGNATION -  J 210
 LB0489  PID         -  LB0489
 LB0489  STATE/COUNTY-  IN/TIPTON
 LB0489  USGS QUAD   -  SHERIDAN (1992)
 LB0489
 LB0489                         *CURRENT SURVEY CONTROL
 LB0489  ___________________________________________________________________
 LB0489* NAD 83(1986)-  40 13 49.     (N)    086 14 32.     (W)     SCALED    
 LB0489* NAVD 88     -       282.436  (meters)     926.63   (feet)  ADJUSTED  
 LB0489  ___________________________________________________________________
 LB0489  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 LB0489  DYNAMIC HT  -         282.281 (meters)     926.12  (feet)  COMP
 LB0489  MODELED GRAV-     980,068.9   (mgal)                       NAVD 88
 LB0489
 LB0489  VERT ORDER  -  SECOND    CLASS 0
 LB0489
 LB0489.The horizontal coordinates were scaled from a topographic map and have
 LB0489.an estimated accuracy of +/- 6 seconds.
 LB0489
 LB0489.The orthometric height was determined by differential leveling
 LB0489.and adjusted by the National Geodetic Survey in June 1991..
 LB0489
 LB0489.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0489.See file dsdata.txt to determine how the superseded data were derived.
 LB0489
 LB0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK644535(NAD 83)
 LB0489_MARKER: DB = BENCH MARK DISK
 LB0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0489_STAMPING: J 210 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1961
 LB0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0482 ***********************************************************************
 LB0482  DESIGNATION -  J 211
 LB0482  PID         -  LB0482
 LB0482  STATE/COUNTY-  IN/HAMILTON
 LB0482  USGS QUAD   -  SHERIDAN (1992)
 LB0482
 LB0482                         *CURRENT SURVEY CONTROL
 LB0482  ___________________________________________________________________
 LB0482* NAD 83(1997)-  40 10 38.53530(N)    086 13 23.88370(W)     ADJUSTED  
 LB0482* NAVD 88     -       285.773  (meters)     937.57   (feet)  ADJUSTED  
 LB0482  ___________________________________________________________________
 LB0482  X           -     321,450.668 (meters)                     COMP
 LB0482  Y           -  -4,869,618.835 (meters)                     COMP
 LB0482  Z           -   4,093,215.200 (meters)                     COMP
 LB0482  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 LB0482  ELLIP HEIGHT-         251.56  (meters)          (05/25/99) GPS OBS
 LB0482  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 LB0482  DYNAMIC HT  -         285.615 (meters)     937.06  (feet)  COMP
 LB0482  MODELED GRAV-     980,065.4   (mgal)                       NAVD 88
 LB0482
 LB0482  HORZ ORDER  -  THIRD
 LB0482  VERT ORDER  -  SECOND    CLASS 0
 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.No horizontal observational check was made to the station.
 LB0482
 LB0482.The orthometric height was determined by differential leveling
 LB0482.and adjusted by the National Geodetic Survey in June 1991..
 LB0482
 LB0482.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB0482
 LB0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB0482
 LB0482.The ellipsoidal height was determined by GPS observations
 LB0482.and is referenced to NAD 83.
 LB0482
 LB0482.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 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
 LB0482.Superseded values are not recommended for survey control.
 LB0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0482.See file dsdata.txt to determine how the superseded data were derived.
 LB0482
 LB0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6612747733(NAD 83)
 LB0482_MARKER: DB = BENCH MARK DISK
 LB0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0482_SP_SET: CONCRETE POST
 LB0482_STAMPING: J 211 1946
 LB0482_MARK LOGO: CGS   
 LB0482_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB0482+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2003
 LB0482
 LB0482  HISTORY     - Date     Condition        Report By
 LB0482  HISTORY     - 1946     MONUMENTED       CGS
 LB0482  HISTORY     - 1961     GOOD             NGS
 LB0482  HISTORY     - 19880701 GOOD             NGS
 LB0482  HISTORY     - 20031202 GOOD             WOOLPT
 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 NATIONAL 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 (2003)
 LB0482
 LB0482'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (RMC)
 LB0482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0439 ***********************************************************************
 LB0439  DESIGNATION -  J 212
 LB0439  PID         -  LB0439
 LB0439  STATE/COUNTY-  IN/CLINTON
 LB0439  USGS QUAD   -  HILLISBURG (1977)
 LB0439
 LB0439                         *CURRENT SURVEY CONTROL
 LB0439  ___________________________________________________________________
 LB0439* NAD 83(1986)-  40 22 00.     (N)    086 20 30.     (W)     SCALED    
 LB0439* NAVD 88     -       268.273  (meters)     880.16   (feet)  ADJUSTED  
 LB0439  ___________________________________________________________________
 LB0439  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 LB0439  DYNAMIC HT  -         268.131 (meters)     879.69  (feet)  COMP
 LB0439  MODELED GRAV-     980,088.7   (mgal)                       NAVD 88
 LB0439
 LB0439  VERT ORDER  -  SECOND    CLASS 0
 LB0439
 LB0439.The horizontal coordinates were scaled from a topographic map and have
 LB0439.an estimated accuracy of +/- 6 seconds.
 LB0439
 LB0439.The orthometric height was determined by differential leveling
 LB0439.and adjusted by the National Geodetic Survey in June 1991..
 LB0439
 LB0439.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0439.See file dsdata.txt to determine how the superseded data were derived.
 LB0439
 LB0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK558686(NAD 83)
 LB0439_MARKER: DB = BENCH MARK DISK
 LB0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0439_STAMPING: J 212 1946
 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 = OCTOBER  6, 2006
 LA0978 ***********************************************************************
 LA0978  DESIGNATION -  J 213
 LA0978  PID         -  LA0978
 LA0978  STATE/COUNTY-  IN/HUNTINGTON
 LA0978  USGS QUAD   -  WARREN (1994)
 LA0978
 LA0978                         *CURRENT SURVEY CONTROL
 LA0978  ___________________________________________________________________
 LA0978* NAD 83(1986)-  40 44 30.     (N)    085 23 30.     (W)     SCALED    
 LA0978* NAVD 88     -       261.286  (meters)     857.24   (feet)  ADJUSTED  
 LA0978  ___________________________________________________________________
 LA0978  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 LA0978  DYNAMIC HT  -         261.159 (meters)     856.82  (feet)  COMP
 LA0978  MODELED GRAV-     980,131.6   (mgal)                       NAVD 88
 LA0978
 LA0978  VERT ORDER  -  SECOND    CLASS 0
 LA0978
 LA0978.The horizontal coordinates were scaled from a topographic map and have
 LA0978.an estimated accuracy of +/- 6 seconds.
 LA0978
 LA0978.The orthometric height was determined by differential leveling
 LA0978.and adjusted by the National Geodetic Survey in June 1991..
 LA0978
 LA0978.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0978.See file dsdata.txt to determine how the superseded data were derived.
 LA0978
 LA0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL357113(NAD 83)
 LA0978_MARKER: DB = BENCH MARK DISK
 LA0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0978_STAMPING: J 213 1947
 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 = OCTOBER  6, 2006
 LA0910 ***********************************************************************
 LA0910  DESIGNATION -  J 214
 LA0910  PID         -  LA0910
 LA0910  STATE/COUNTY-  IN/HUNTINGTON
 LA0910  USGS QUAD   -  LIBERTY CENTER (1962)
 LA0910
 LA0910                         *CURRENT SURVEY CONTROL
 LA0910  ___________________________________________________________________
 LA0910* NAD 83(1986)-  40 40 59.     (N)    085 22 22.     (W)     SCALED    
 LA0910* NAVD 88     -       263.126  (meters)     863.27   (feet)  ADJUSTED  
 LA0910  ___________________________________________________________________
 LA0910  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 LA0910  DYNAMIC HT  -         262.996 (meters)     862.85  (feet)  COMP
 LA0910  MODELED GRAV-     980,124.1   (mgal)                       NAVD 88
 LA0910
 LA0910  VERT ORDER  -  SECOND    CLASS 0
 LA0910
 LA0910.The horizontal coordinates were scaled from a topographic map and have
 LA0910.an estimated accuracy of +/- 6 seconds.
 LA0910
 LA0910.The orthometric height was determined by differential leveling
 LA0910.and adjusted by the National Geodetic Survey in June 1991..
 LA0910
 LA0910.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0910.See file dsdata.txt to determine how the superseded data were derived.
 LA0910
 LA0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL375048(NAD 83)
 LA0910_MARKER: DB = BENCH MARK DISK
 LA0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0910_STAMPING: J 214 1947
 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 = OCTOBER  6, 2006
 LA0938 ***********************************************************************
 LA0938  DESIGNATION -  J 215
 LA0938  PID         -  LA0938
 LA0938  STATE/COUNTY-  IN/BLACKFORD
 LA0938  USGS QUAD   -  MONTPELIER (1962)
 LA0938
 LA0938                         *CURRENT SURVEY CONTROL
 LA0938  ___________________________________________________________________
 LA0938* NAD 83(1986)-  40 33 05.     (N)    085 18 56.     (W)     SCALED    
 LA0938* NAVD 88     -       267.390  (meters)     877.26   (feet)  ADJUSTED  
 LA0938  ___________________________________________________________________
 LA0938  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 LA0938  DYNAMIC HT  -         267.254 (meters)     876.82  (feet)  COMP
 LA0938  MODELED GRAV-     980,111.6   (mgal)                       NAVD 88
 LA0938
 LA0938  VERT ORDER  -  SECOND    CLASS 0
 LA0938
 LA0938.The horizontal coordinates were scaled from a topographic map and have
 LA0938.an estimated accuracy of +/- 6 seconds.
 LA0938
 LA0938.The orthometric height was determined by differential leveling
 LA0938.and adjusted by the National Geodetic Survey in June 1991..
 LA0938
 LA0938.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0938.See file dsdata.txt to determine how the superseded data were derived.
 LA0938
 LA0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK426903(NAD 83)
 LA0938_MARKER: DB = BENCH MARK DISK
 LA0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0938_STAMPING: J 215 1947
 LA0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0938+STABILITY: SURFACE MOTION
 LA0938
 LA0938  HISTORY     - Date     Condition        Report By
 LA0938  HISTORY     - 1947     MONUMENTED       CGS
 LA0938  HISTORY     - 1970     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0957 ***********************************************************************
 LA0957  DESIGNATION -  J 216
 LA0957  PID         -  LA0957
 LA0957  STATE/COUNTY-  IN/WELLS
 LA0957  USGS QUAD   -  LIBERTY CENTER (1962)
 LA0957
 LA0957                         *CURRENT SURVEY CONTROL
 LA0957  ___________________________________________________________________
 LA0957* NAD 83(1997)-  40 39 16.53531(N)    085 17 51.09600(W)     ADJUSTED  
 LA0957* NAVD 88     -       263.102  (meters)     863.19   (feet)  ADJUSTED  
 LA0957  ___________________________________________________________________
 LA0957  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 LA0957  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 LA0957  DYNAMIC HT  -         262.971 (meters)     862.76  (feet)  COMP
 LA0957  MODELED GRAV-     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
 LA0957.and adjusted by the National Geodetic Survey in June 1991..
 LA0957
 LA0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA0957
 LA0957.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996406  x   0.99997866  =   0.99994272
 LA0957!UTM  16      -   0.99996406  x   0.99985498  =   0.99981905
 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
 LA0957.Superseded values are not recommended for survey control.
 LA0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0957.See file dsdata.txt to determine how the superseded data were derived.
 LA0957
 LA0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4392901808(NAD 83)
 LA0957_MARKER: DB = BENCH MARK DISK
 LA0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0957_STAMPING: J 216 1947
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 LA1236 ***********************************************************************
 LA1236  DESIGNATION -  J 217
 LA1236  PID         -  LA1236
 LA1236  STATE/COUNTY-  IN/DELAWARE
 LA1236  USGS QUAD   -  WHEELING (1994)
 LA1236
 LA1236                         *CURRENT SURVEY CONTROL
 LA1236  ___________________________________________________________________
 LA1236* NAD 83(1986)-  40 21 50.     (N)    085 29 08.     (W)     SCALED    
 LA1236* NAVD 88     -       270.604  (meters)     887.81   (feet)  ADJUSTED  
 LA1236  ___________________________________________________________________
 LA1236  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 LA1236  DYNAMIC HT  -         270.465 (meters)     887.35  (feet)  COMP
 LA1236  MODELED GRAV-     980,104.1   (mgal)                       NAVD 88
 LA1236
 LA1236  VERT ORDER  -  SECOND    CLASS 0
 LA1236
 LA1236.The horizontal coordinates were scaled from a topographic map and have
 LA1236.an estimated accuracy of +/- 6 seconds.
 LA1236
 LA1236.The orthometric height was determined by differential leveling
 LA1236.and adjusted by the National Geodetic Survey in June 1991..
 LA1236
 LA1236.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1236.See file dsdata.txt to determine how the superseded data were derived.
 LA1236
 LA1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK285692(NAD 83)
 LA1236_MARKER: DB = BENCH MARK DISK
 LA1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1236_STAMPING: J 217 1947
 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 = OCTOBER  6, 2006
 LA1520 ***********************************************************************
 LA1520  DESIGNATION -  J 218
 LA1520  PID         -  LA1520
 LA1520  STATE/COUNTY-  IN/DELAWARE
 LA1520  USGS QUAD   -  GILMAN (1994)
 LA1520
 LA1520                         *CURRENT SURVEY CONTROL
 LA1520  ___________________________________________________________________
 LA1520* NAD 83(1986)-  40 14 01.     (N)    085 34 31.     (W)     SCALED    
 LA1520* NAVD 88     -       273.812  (meters)     898.33   (feet)  ADJUSTED  
 LA1520  ___________________________________________________________________
 LA1520  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LA1520  DYNAMIC HT  -         273.668 (meters)     897.86  (feet)  COMP
 LA1520  MODELED GRAV-     980,093.7   (mgal)                       NAVD 88
 LA1520
 LA1520  VERT ORDER  -  SECOND    CLASS 0
 LA1520
 LA1520.The horizontal coordinates were scaled from a topographic map and have
 LA1520.an estimated accuracy of +/- 6 seconds.
 LA1520
 LA1520.The orthometric height was determined by differential leveling
 LA1520.and adjusted by the National Geodetic Survey in June 1991..
 LA1520
 LA1520.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1520.See file dsdata.txt to determine how the superseded data were derived.
 LA1520
 LA1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK212546(NAD 83)
 LA1520_MARKER: DB = BENCH MARK DISK
 LA1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1520_STAMPING: J 218 1947
 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 = OCTOBER  6, 2006
 LA1219 ***********************************************************************
 LA1219  DESIGNATION -  J 219
 LA1219  PID         -  LA1219
 LA1219  STATE/COUNTY-  IN/DELAWARE
 LA1219  USGS QUAD   -  MUNCIE WEST (1992)
 LA1219
 LA1219                         *CURRENT SURVEY CONTROL
 LA1219  ___________________________________________________________________
 LA1219* NAD 83(1986)-  40 13 30.     (N)    085 24 21.     (W)     SCALED    
 LA1219* NAVD 88     -       285.748  (meters)     937.49   (feet)  ADJUSTED  
 LA1219  ___________________________________________________________________
 LA1219  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 LA1219  DYNAMIC HT  -         285.597 (meters)     937.00  (feet)  COMP
 LA1219  MODELED GRAV-     980,089.8   (mgal)                       NAVD 88
 LA1219
 LA1219  VERT ORDER  -  SECOND    CLASS 0
 LA1219
 LA1219.The horizontal coordinates were scaled from a topographic map and have
 LA1219.an estimated accuracy of +/- 6 seconds.
 LA1219
 LA1219.The orthometric height was determined by differential leveling
 LA1219.and adjusted by the National Geodetic Survey in June 1991..
 LA1219
 LA1219.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1219.See file dsdata.txt to determine how the superseded data were derived.
 LA1219
 LA1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK356539(NAD 83)
 LA1219_MARKER: DB = BENCH MARK DISK
 LA1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1219_STAMPING: J 219 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0686 ***********************************************************************
 MD0686  DESIGNATION -  J 22
 MD0686  PID         -  MD0686
 MD0686  STATE/COUNTY-  IN/DE KALB
 MD0686  USGS QUAD   -  WATERLOO (1979)
 MD0686
 MD0686                         *CURRENT SURVEY CONTROL
 MD0686  ___________________________________________________________________
 MD0686* NAD 83(1986)-  41 26 04.     (N)    085 01 30.     (W)     SCALED    
 MD0686* NAVD 88     -       275.492  (meters)     903.84   (feet)  ADJUSTED  
 MD0686  ___________________________________________________________________
 MD0686  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 MD0686  DYNAMIC HT  -         275.384 (meters)     903.49  (feet)  COMP
 MD0686  MODELED GRAV-     980,223.6   (mgal)                       NAVD 88
 MD0686
 MD0686  VERT ORDER  -  SECOND    CLASS 0
 MD0686
 MD0686.The horizontal coordinates were scaled from a topographic map and have
 MD0686.an estimated accuracy of +/- 6 seconds.
 MD0686
 MD0686.The orthometric height was determined by differential leveling
 MD0686.and adjusted by the National Geodetic Survey in June 1991..
 MD0686
 MD0686.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0686.See file dsdata.txt to determine how the superseded data were derived.
 MD0686
 MD0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL650888(NAD 83)
 MD0686_MARKER: DB = BENCH MARK DISK
 MD0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0686_STAMPING: J 22 1934
 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             NGS
 MD0686  HISTORY     - 1979     POOR             INHD
 MD0686
 MD0686                          STATION DESCRIPTION
 MD0686
 MD0686'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1248 ***********************************************************************
 LA1248  DESIGNATION -  J 220
 LA1248  PID         -  LA1248
 LA1248  STATE/COUNTY-  IN/BLACKFORD
 LA1248  USGS QUAD   -  HARTFORD CITY EAST (1994)
 LA1248
 LA1248                         *CURRENT SURVEY CONTROL
 LA1248  ___________________________________________________________________
 LA1248* NAD 83(1986)-  40 23 32.     (N)    085 16 36.     (W)     SCALED    
 LA1248* NAVD 88     -       276.005  (meters)     905.53   (feet)  ADJUSTED  
 LA1248  ___________________________________________________________________
 LA1248  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 LA1248  DYNAMIC HT  -         275.863 (meters)     905.06  (feet)  COMP
 LA1248  MODELED GRAV-     980,104.8   (mgal)                       NAVD 88
 LA1248
 LA1248  VERT ORDER  -  SECOND    CLASS 0
 LA1248
 LA1248.The horizontal coordinates were scaled from a topographic map and have
 LA1248.an estimated accuracy of +/- 6 seconds.
 LA1248
 LA1248.The orthometric height was determined by differential leveling
 LA1248.and adjusted by the National Geodetic Survey in June 1991..
 LA1248
 LA1248.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1248.See file dsdata.txt to determine how the superseded data were derived.
 LA1248
 LA1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK462727(NAD 83)
 LA1248_MARKER: DB = BENCH MARK DISK
 LA1248_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1248_SP_SET: BRIDGE
 LA1248_STAMPING: J 220 1947
 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 = OCTOBER  6, 2006
 MD0549 ***********************************************************************
 MD0549  DESIGNATION -  J 221
 MD0549  PID         -  MD0549
 MD0549  STATE/COUNTY-  IN/ALLEN
 MD0549  USGS QUAD   -  MAPLES (1992)
 MD0549
 MD0549                         *CURRENT SURVEY CONTROL
 MD0549  ___________________________________________________________________
 MD0549* NAD 83(1997)-  41 03 23.43875(N)    084 58 15.56530(W)     ADJUSTED  
 MD0549* NAVD 88     -       240.342  (meters)     788.52   (feet)  ADJUSTED  
 MD0549  ___________________________________________________________________
 MD0549  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 MD0549  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 MD0549  DYNAMIC HT  -         240.244 (meters)     788.20  (feet)  COMP
 MD0549  MODELED GRAV-     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
 MD0549.and adjusted by the National Geodetic Survey in June 1991..
 MD0549
 MD0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0549
 MD0549.The geoid height was determined by GEOID03.
 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;                    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                          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
 MD0549.Superseded values are not recommended for survey control.
 MD0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0549.See file dsdata.txt to determine how the superseded data were derived.
 MD0549
 MD0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7050247014(NAD 83)
 MD0549_MARKER: DB = BENCH MARK DISK
 MD0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0549_STAMPING: J-221-1947
 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     SEE DESCRIPTION  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 = OCTOBER  6, 2006
 MD0562 ***********************************************************************
 MD0562  DESIGNATION -  J 222
 MD0562  PID         -  MD0562
 MD0562  STATE/COUNTY-  IN/ALLEN
 MD0562  USGS QUAD   -  WOODBURN SOUTH (1992)
 MD0562
 MD0562                         *CURRENT SURVEY CONTROL
 MD0562  ___________________________________________________________________
 MD0562* NAD 83(1986)-  41 00 19.     (N)    084 49 14.     (W)     SCALED    
 MD0562* NAVD 88     -       236.929  (meters)     777.32   (feet)  ADJUSTED  
 MD0562  ___________________________________________________________________
 MD0562  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MD0562  DYNAMIC HT  -         236.830 (meters)     777.00  (feet)  COMP
 MD0562  MODELED GRAV-     980,200.2   (mgal)                       NAVD 88
 MD0562
 MD0562  VERT ORDER  -  SECOND    CLASS 0
 MD0562
 MD0562.The horizontal coordinates were scaled from a topographic map and have
 MD0562.an estimated accuracy of +/- 6 seconds.
 MD0562
 MD0562.The orthometric height was determined by differential leveling
 MD0562.and adjusted by the National Geodetic Survey in June 1991..
 MD0562
 MD0562.The geoid height was determined by GEOID03.
 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     -   639,490.      171,180.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0562.See file dsdata.txt to determine how the superseded data were derived.
 MD0562
 MD0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL832416(NAD 83)
 MD0562_MARKER: DB = BENCH MARK DISK
 MD0562_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0562_SP_SET: ABUTMENT
 MD0562_STAMPING: J 222 1947
 MD0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0562
 MD0562  HISTORY     - Date     Condition        Report By
 MD0562  HISTORY     - 1947     MONUMENTED       CGS
 MD0562  HISTORY     - 1962     GOOD             NGS
 MD0562
 MD0562                          STATION DESCRIPTION
 MD0562
 MD0562'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0697 ***********************************************************************
 LA0697  DESIGNATION -  J 223
 LA0697  PID         -  LA0697
 LA0697  STATE/COUNTY-  IN/ADAMS
 LA0697  USGS QUAD   -  HOAGLAND (1994)
 LA0697
 LA0697                         *CURRENT SURVEY CONTROL
 LA0697  ___________________________________________________________________
 LA0697* NAD 83(1986)-  40 52 36.     (N)    084 54 02.     (W)     SCALED    
 LA0697* NAVD 88     -       253.101  (meters)     830.38   (feet)  ADJUSTED  
 LA0697  ___________________________________________________________________
 LA0697  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 LA0697  DYNAMIC HT  -         252.992 (meters)     830.02  (feet)  COMP
 LA0697  MODELED GRAV-     980,186.5   (mgal)                       NAVD 88
 LA0697
 LA0697  VERT ORDER  -  SECOND    CLASS 0
 LA0697
 LA0697.The horizontal coordinates were scaled from a topographic map and have
 LA0697.an estimated accuracy of +/- 6 seconds.
 LA0697
 LA0697.The orthometric height was determined by differential leveling
 LA0697.and adjusted by the National Geodetic Survey in June 1991..
 LA0697
 LA0697.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0697.See file dsdata.txt to determine how the superseded data were derived.
 LA0697
 LA0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL769271(NAD 83)
 LA0697_MARKER: DB = BENCH MARK DISK
 LA0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0697_STAMPING: J 223 1947
 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 = OCTOBER  6, 2006
 LA0843 ***********************************************************************
 LA0843  DESIGNATION -  J 224
 LA0843  PID         -  LA0843
 LA0843  STATE/COUNTY-  IN/WELLS
 LA0843  USGS QUAD   -  LINN GROVE (1994)
 LA0843
 LA0843                         *CURRENT SURVEY CONTROL
 LA0843  ___________________________________________________________________
 LA0843* NAD 83(1986)-  40 44 34.     (N)    085 06 29.     (W)     SCALED    
 LA0843* NAVD 88     -       264.814  (meters)     868.81   (feet)  ADJUSTED  
 LA0843  ___________________________________________________________________
 LA0843  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 LA0843  DYNAMIC HT  -         264.689 (meters)     868.40  (feet)  COMP
 LA0843  MODELED GRAV-     980,146.5   (mgal)                       NAVD 88
 LA0843
 LA0843  VERT ORDER  -  SECOND    CLASS 0
 LA0843
 LA0843.The horizontal coordinates were scaled from a topographic map and have
 LA0843.an estimated accuracy of +/- 6 seconds.
 LA0843
 LA0843.The orthometric height was determined by differential leveling
 LA0843.and adjusted by the National Geodetic Survey in June 1991..
 LA0843
 LA0843.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0843.See file dsdata.txt to determine how the superseded data were derived.
 LA0843
 LA0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL597119(NAD 83)
 LA0843_MARKER: DB = BENCH MARK DISK
 LA0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0843_STAMPING: J 224 1947
 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 = OCTOBER  6, 2006
 LA0837 ***********************************************************************
 LA0837  DESIGNATION -  J 225
 LA0837  PID         -  LA0837
 LA0837  STATE/COUNTY-  IN/ADAMS
 LA0837  USGS QUAD   -  LINN GROVE (1994)
 LA0837
 LA0837                         *CURRENT SURVEY CONTROL
 LA0837  ___________________________________________________________________
 LA0837* NAD 83(1986)-  40 39 20.     (N)    085 02 50.     (W)     SCALED    
 LA0837* NAVD 88     -       252.567  (meters)     828.63   (feet)  ADJUSTED  
 LA0837  ___________________________________________________________________
 LA0837  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 LA0837  DYNAMIC HT  -         252.446 (meters)     828.23  (feet)  COMP
 LA0837  MODELED GRAV-     980,138.2   (mgal)                       NAVD 88
 LA0837
 LA0837  VERT ORDER  -  SECOND    CLASS 0
 LA0837
 LA0837.The horizontal coordinates were scaled from a topographic map and have
 LA0837.an estimated accuracy of +/- 6 seconds.
 LA0837
 LA0837.The orthometric height was determined by differential leveling
 LA0837.and adjusted by the National Geodetic Survey in June 1991..
 LA0837
 LA0837.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0837.See file dsdata.txt to determine how the superseded data were derived.
 LA0837
 LA0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL650023(NAD 83)
 LA0837_MARKER: DB = BENCH MARK DISK
 LA0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0837_STAMPING: J 225 1947
 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 = OCTOBER  6, 2006
 LA0649 ***********************************************************************
 LA0649  DESIGNATION -  J 226
 LA0649  PID         -  LA0649
 LA0649  STATE/COUNTY-  IN/JAY
 LA0649  USGS QUAD   -  GENEVA (1994)
 LA0649
 LA0649                         *CURRENT SURVEY CONTROL
 LA0649  ___________________________________________________________________
 LA0649* NAD 83(1986)-  40 30 43.     (N)    084 58 26.     (W)     SCALED    
 LA0649* NAVD 88     -       265.918  (meters)     872.43   (feet)  ADJUSTED  
 LA0649  ___________________________________________________________________
 LA0649  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 LA0649  DYNAMIC HT  -         265.788 (meters)     872.01  (feet)  COMP
 LA0649  MODELED GRAV-     980,129.3   (mgal)                       NAVD 88
 LA0649
 LA0649  VERT ORDER  -  SECOND    CLASS 0
 LA0649
 LA0649.The horizontal coordinates were scaled from a topographic map and have
 LA0649.an estimated accuracy of +/- 6 seconds.
 LA0649
 LA0649.The orthometric height was determined by differential leveling
 LA0649.and adjusted by the National Geodetic Survey in June 1991..
 LA0649
 LA0649.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0649.See file dsdata.txt to determine how the superseded data were derived.
 LA0649
 LA0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK716865(NAD 83)
 LA0649_MARKER: DB = BENCH MARK DISK
 LA0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0649_STAMPING: J 226 1947
 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 = OCTOBER  6, 2006
 LA0437 ***********************************************************************
 LA0437  DESIGNATION -  J 229
 LA0437  PID         -  LA0437
 LA0437  STATE/COUNTY-  IN/RANDOLPH
 LA0437  USGS QUAD   -  LYNN (1994)
 LA0437
 LA0437                         *CURRENT SURVEY CONTROL
 LA0437  ___________________________________________________________________
 LA0437* NAD 83(1986)-  40 02 55.     (N)    084 59 29.     (W)     SCALED    
 LA0437* NAVD 88     -       362.540  (meters)    1189.43   (feet)  ADJUSTED  
 LA0437  ___________________________________________________________________
 LA0437  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 LA0437  DYNAMIC HT  -         362.338 (meters)    1188.77  (feet)  COMP
 LA0437  MODELED GRAV-     980,056.3   (mgal)                       NAVD 88
 LA0437
 LA0437  VERT ORDER  -  SECOND    CLASS 0
 LA0437
 LA0437.The horizontal coordinates were scaled from a topographic map and have
 LA0437.an estimated accuracy of +/- 6 seconds.
 LA0437
 LA0437.The orthometric height was determined by differential leveling
 LA0437.and adjusted by the National Geodetic Survey in June 1991..
 LA0437
 LA0437.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0437.See file dsdata.txt to determine how the superseded data were derived.
 LA0437
 LA0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK713350(NAD 83)
 LA0437_MARKER: DD = SURVEY DISK
 LA0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0437_STAMPING: J 229 1947 RESET 1942
 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             NGS
 LA0437
 LA0437                          STATION DESCRIPTION
 LA0437
 LA0437'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0756 ***********************************************************************
 LA0756  DESIGNATION -  J 23
 LA0756  PID         -  LA0756
 LA0756  STATE/COUNTY-  IN/WELLS
 LA0756  USGS QUAD   -  UNIONDALE (1988)
 LA0756
 LA0756                         *CURRENT SURVEY CONTROL
 LA0756  ___________________________________________________________________
 LA0756* NAD 83(1986)-  40 49 51.     (N)    085 09 58.     (W)     SCALED    
 LA0756* NAVD 88     -       259.735  (meters)     852.15   (feet)  ADJUSTED  
 LA0756  ___________________________________________________________________
 LA0756  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 LA0756  DYNAMIC HT  -         259.615 (meters)     851.75  (feet)  COMP
 LA0756  MODELED GRAV-     980,156.5   (mgal)                       NAVD 88
 LA0756
 LA0756  VERT ORDER  -  SECOND    CLASS 0
 LA0756
 LA0756.The horizontal coordinates were scaled from a topographic map and have
 LA0756.an estimated accuracy of +/- 6 seconds.
 LA0756
 LA0756.The orthometric height was determined by differential leveling
 LA0756.and adjusted by the National Geodetic Survey in June 1991..
 LA0756
 LA0756.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0756.See file dsdata.txt to determine how the superseded data were derived.
 LA0756
 LA0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL546215(NAD 83)
 LA0756_MARKER: DB = BENCH MARK DISK
 LA0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0756_STAMPING: J 23 1934
 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             NGS
 LA0756  HISTORY     - 1961     MARK NOT FOUND   USGS
 LA0756
 LA0756                          STATION DESCRIPTION
 LA0756
 LA0756'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1160 ***********************************************************************
 JZ1160  DESIGNATION -  J 230
 JZ1160  PID         -  JZ1160
 JZ1160  STATE/COUNTY-  IN/WAYNE
 JZ1160  USGS QUAD   -  FOUNTAIN CITY (1960)
 JZ1160
 JZ1160                         *CURRENT SURVEY CONTROL
 JZ1160  ___________________________________________________________________
 JZ1160* NAD 83(1986)-  39 57 20.     (N)    084 54 59.     (W)     SCALED    
 JZ1160* NAVD 88     -       335.208  (meters)    1099.76   (feet)  ADJUSTED  
 JZ1160  ___________________________________________________________________
 JZ1160  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JZ1160  DYNAMIC HT  -         335.016 (meters)    1099.13  (feet)  COMP
 JZ1160  MODELED GRAV-     980,044.4   (mgal)                       NAVD 88
 JZ1160
 JZ1160  VERT ORDER  -  SECOND    CLASS 0
 JZ1160
 JZ1160.The horizontal coordinates were scaled from a topographic map and have
 JZ1160.an estimated accuracy of +/- 6 seconds.
 JZ1160
 JZ1160.The orthometric height was determined by differential leveling
 JZ1160.and adjusted by the National Geodetic Survey in June 1991..
 JZ1160
 JZ1160.The geoid height was determined by GEOID03.
 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     -   522,850.      164,110.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1160.See file dsdata.txt to determine how the superseded data were derived.
 JZ1160
 JZ1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK779249(NAD 83)
 JZ1160_MARKER: DB = BENCH MARK DISK
 JZ1160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1160_SP_SET: ABUTMENT
 JZ1160_STAMPING: J 230 1947
 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 = OCTOBER  6, 2006
 LA1101 ***********************************************************************
 LA1101  DESIGNATION -  J 231
 LA1101  PID         -  LA1101
 LA1101  STATE/COUNTY-  IN/JAY
 LA1101  USGS QUAD   -  RIDGEVILLE (1994)
 LA1101
 LA1101                         *CURRENT SURVEY CONTROL
 LA1101  ___________________________________________________________________
 LA1101* NAD 83(1986)-  40 19 43.     (N)    085 02 54.     (W)     SCALED    
 LA1101* NAVD 88     -       303.307  (meters)     995.10   (feet)  ADJUSTED  
 LA1101  ___________________________________________________________________
 LA1101  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 LA1101  DYNAMIC HT  -         303.152 (meters)     994.59  (feet)  COMP
 LA1101  MODELED GRAV-     980,104.2   (mgal)                       NAVD 88
 LA1101
 LA1101  VERT ORDER  -  SECOND    CLASS 0
 LA1101
 LA1101.The horizontal coordinates were scaled from a topographic map and have
 LA1101.an estimated accuracy of +/- 6 seconds.
 LA1101
 LA1101.The orthometric height was determined by differential leveling
 LA1101.and adjusted by the National Geodetic Survey in June 1991..
 LA1101
 LA1101.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1101.See file dsdata.txt to determine how the superseded data were derived.
 LA1101
 LA1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK657660(NAD 83)
 LA1101_MARKER: DB = BENCH MARK DISK
 LA1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1101_STAMPING: J 231 1947
 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 = OCTOBER  6, 2006
 LA0395 ***********************************************************************
 LA0395  DESIGNATION -  J 232
 LA0395  PID         -  LA0395
 LA0395  STATE/COUNTY-  IN/RANDOLPH
 LA0395  USGS QUAD   -  COSMOS (1994)
 LA0395
 LA0395                         *CURRENT SURVEY CONTROL
 LA0395  ___________________________________________________________________
 LA0395* NAD 83(1986)-  40 17 49.     (N)    084 49 27.     (W)     SCALED    
 LA0395* NAVD 88     -       307.863  (meters)    1010.05   (feet)  ADJUSTED  
 LA0395  ___________________________________________________________________
 LA0395  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 LA0395  DYNAMIC HT  -         307.706 (meters)    1009.53  (feet)  COMP
 LA0395  MODELED GRAV-     980,105.4   (mgal)                       NAVD 88
 LA0395
 LA0395  VERT ORDER  -  SECOND    CLASS 0
 LA0395
 LA0395.The horizontal coordinates were scaled from a topographic map and have
 LA0395.an estimated accuracy of +/- 6 seconds.
 LA0395
 LA0395.The orthometric height was determined by differential leveling
 LA0395.and adjusted by the National Geodetic Survey in June 1991..
 LA0395
 LA0395.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0395.See file dsdata.txt to determine how the superseded data were derived.
 LA0395
 LA0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK849629(NAD 83)
 LA0395_MARKER: DB = BENCH MARK DISK
 LA0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0395_STAMPING: J 232 1947
 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 = OCTOBER  6, 2006
 ME3327 ***********************************************************************
 ME3327  DESIGNATION -  J 233 RESET
 ME3327  PID         -  ME3327
 ME3327  STATE/COUNTY-  IN/LAKE
 ME3327  USGS QUAD   -  LAKE CALUMET (1997)
 ME3327
 ME3327                         *CURRENT SURVEY CONTROL
 ME3327  ___________________________________________________________________
 ME3327* NAD 83(1986)-  41 42 05.     (N)    087 31 19.     (W)     SCALED    
 ME3327* NAVD 88     -       179.70   (meters)     589.6    (feet)  RESET     
 ME3327  ___________________________________________________________________
 ME3327  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME3327
 ME3327  VERT ORDER  -  THIRD
 ME3327
 ME3327.The horizontal coordinates were scaled from a topographic map and have
 ME3327.an estimated accuracy of +/- 6 seconds.
 ME3327
 ME3327.The orthometric height was computed from unverified reset data.
 ME3327
 ME3327.The geoid height was determined by GEOID03.
 ME3327
 ME3327;                    North         East    Units  Estimated Accuracy
 ME3327;SPC IN W     -   716,550.      863,490.      MT  (+/- 180 meters Scaled)
 ME3327
 ME3327                          SUPERSEDED SURVEY CONTROL
 ME3327
 ME3327  NGVD 29 (04/16/04)  179.81   (m)          589.9    (f) RESET       3  
 ME3327
 ME3327.Superseded values are not recommended for survey control.
 ME3327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3327.See file dsdata.txt to determine how the superseded data were derived.
 ME3327
 ME3327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM565167(NAD 83)
 ME3327_MARKER: DB = BENCH MARK 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1186 ***********************************************************************
 LA1186  DESIGNATION -  J 234
 LA1186  PID         -  LA1186
 LA1186  STATE/COUNTY-  IN/BLACKFORD
 LA1186  USGS QUAD   -  HARTFORD CITY EAST (1994)
 LA1186
 LA1186                         *CURRENT SURVEY CONTROL
 LA1186  ___________________________________________________________________
 LA1186* NAD 83(1986)-  40 23 32.     (N)    085 22 11.     (W)     SCALED    
 LA1186* NAVD 88     -       278.981  (meters)     915.29   (feet)  ADJUSTED  
 LA1186  ___________________________________________________________________
 LA1186  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 LA1186  DYNAMIC HT  -         278.839 (meters)     914.82  (feet)  COMP
 LA1186  MODELED GRAV-     980,107.3   (mgal)                       NAVD 88
 LA1186
 LA1186  VERT ORDER  -  SECOND    CLASS 0
 LA1186
 LA1186.The horizontal coordinates were scaled from a topographic map and have
 LA1186.an estimated accuracy of +/- 6 seconds.
 LA1186
 LA1186.The orthometric height was determined by differential leveling
 LA1186.and adjusted by the National Geodetic Survey in June 1991..
 LA1186
 LA1186.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1186.See file dsdata.txt to determine how the superseded data were derived.
 LA1186
 LA1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK383725(NAD 83)
 LA1186_MARKER: DB = BENCH MARK DISK
 LA1186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1186_SP_SET: FOUNDATION
 LA1186_STAMPING: J 234 1947
 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 = OCTOBER  6, 2006
 JZ2362 ***********************************************************************
 JZ2362  DESIGNATION -  J 235
 JZ2362  PID         -  JZ2362
 JZ2362  STATE/COUNTY-  IN/HANCOCK
 JZ2362  USGS QUAD   -  MC CORDSVILLE (1984)
 JZ2362
 JZ2362                         *CURRENT SURVEY CONTROL
 JZ2362  ___________________________________________________________________
 JZ2362* NAD 83(1986)-  39 53 12.     (N)    085 56 16.     (W)     SCALED    
 JZ2362* NAVD 88     -       258.558  (meters)     848.29   (feet)  ADJUSTED  
 JZ2362  ___________________________________________________________________
 JZ2362  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ2362  DYNAMIC HT  -         258.412 (meters)     847.81  (feet)  COMP
 JZ2362  MODELED GRAV-     980,058.0   (mgal)                       NAVD 88
 JZ2362
 JZ2362  VERT ORDER  -  FIRST     CLASS II
 JZ2362
 JZ2362.The horizontal coordinates were scaled from a topographic map and have
 JZ2362.an estimated accuracy of +/- 6 seconds.
 JZ2362
 JZ2362.The orthometric height was determined by differential leveling
 JZ2362.and adjusted by the National Geodetic Survey in June 1991..
 JZ2362
 JZ2362.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2362.See file dsdata.txt to determine how the superseded data were derived.
 JZ2362
 JZ2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK908157(NAD 83)
 JZ2362_MARKER: DB = BENCH MARK DISK
 JZ2362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2362_SP_SET: CONCRETE POST
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2326 ***********************************************************************
 JZ2326  DESIGNATION -  J 236
 JZ2326  PID         -  JZ2326
 JZ2326  STATE/COUNTY-  IN/MADISON
 JZ2326  USGS QUAD   -  INGALLS (1981)
 JZ2326
 JZ2326                         *CURRENT SURVEY CONTROL
 JZ2326  ___________________________________________________________________
 JZ2326* NAD 83(1986)-  39 57 31.     (N)    085 50 34.     (W)     SCALED    
 JZ2326* NAVD 88     -       254.690  (meters)     835.60   (feet)  ADJUSTED  
 JZ2326  ___________________________________________________________________
 JZ2326  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ2326  DYNAMIC HT  -         254.549 (meters)     835.13  (feet)  COMP
 JZ2326  MODELED GRAV-     980,064.4   (mgal)                       NAVD 88
 JZ2326
 JZ2326  VERT ORDER  -  SECOND    CLASS 0
 JZ2326
 JZ2326.The horizontal coordinates were scaled from a topographic map and have
 JZ2326.an estimated accuracy of +/- 6 seconds.
 JZ2326
 JZ2326.The orthometric height was determined by differential leveling
 JZ2326.and adjusted by the National Geodetic Survey in June 1991..
 JZ2326
 JZ2326.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2326.See file dsdata.txt to determine how the superseded data were derived.
 JZ2326
 JZ2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK988238(NAD 83)
 JZ2326_MARKER: DB = BENCH MARK DISK
 JZ2326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2326_STAMPING: J 236 1947
 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 = OCTOBER  6, 2006
 KA2087 ***********************************************************************
 KA2087  DESIGNATION -  J 237 RESET
 KA2087  PID         -  KA2087
 KA2087  STATE/COUNTY-  IN/HAMILTON
 KA2087  USGS QUAD   -  FISHERS (1988)
 KA2087
 KA2087                         *CURRENT SURVEY CONTROL
 KA2087  ___________________________________________________________________
 KA2087* NAD 83(1986)-  39 56 29.     (N)    086 00 48.     (W)     SCALED    
 KA2087* NAVD 88     -       248.57   (meters)     815.5    (feet)  RESET     
 KA2087  ___________________________________________________________________
 KA2087  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KA2087
 KA2087  VERT ORDER  -  THIRD
 KA2087
 KA2087.The horizontal coordinates were scaled from a topographic map and have
 KA2087.an estimated accuracy of +/- 6 seconds.
 KA2087
 KA2087.The orthometric height was computed from unverified reset data.
 KA2087
 KA2087.The geoid height was determined by GEOID03.
 KA2087
 KA2087;                    North         East    Units  Estimated Accuracy
 KA2087;SPC IN E     -   521,070.       70,370.      MT  (+/- 180 meters Scaled)
 KA2087
 KA2087                          SUPERSEDED SURVEY CONTROL
 KA2087
 KA2087  NGVD 29 (04/16/04)  248.70   (m)          815.9    (f) RESET       3  
 KA2087
 KA2087.Superseded values are not recommended for survey control.
 KA2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2087.See file dsdata.txt to determine how the superseded data were derived.
 KA2087
 KA2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK842217(NAD 83)
 KA2087_MARKER: DV = VERTICAL CONTROL DISK
 KA2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2087_SP_SET: CONCRETE POST
 KA2087_STAMPING: J 237 RESET 1992
 KA2087_MARK LOGO: NGS   
 KA2087_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA2087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA2087+STABILITY: SURFACE MOTION
 KA2087
 KA2087  HISTORY     - Date     Condition        Report By
 KA2087  HISTORY     - 1992     MONUMENTED       LOCENG
 KA2087
 KA2087                          STATION DESCRIPTION
 KA2087
 KA2087'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 KA2087'0.9 MILE (1.4 KM) SOUTH ALONG A BLACK TOP ROAD FROM THE HIGH SCHOOL IN
 KA2087'FISHERS, 49 FEET (14.9 M) EAST OF CENTERLINE OF LANTERN ROAD, SET IN
 KA2087'THE TOP OF A CONCRETE POST RECESSED 4 INCHES BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2476 ***********************************************************************
 JZ2476  DESIGNATION -  J 238
 JZ2476  PID         -  JZ2476
 JZ2476  STATE/COUNTY-  IN/HANCOCK
 JZ2476  USGS QUAD   -  ACTON (1981)
 JZ2476
 JZ2476                         *CURRENT SURVEY CONTROL
 JZ2476  ___________________________________________________________________
 JZ2476* NAD 83(1986)-  39 42 44.     (N)    085 57 05.     (W)     SCALED    
 JZ2476* NAVD 88     -       247.265  (meters)     811.24   (feet)  ADJUSTED  
 JZ2476  ___________________________________________________________________
 JZ2476  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JZ2476  DYNAMIC HT  -         247.123 (meters)     810.77  (feet)  COMP
 JZ2476  MODELED GRAV-     980,047.8   (mgal)                       NAVD 88
 JZ2476
 JZ2476  VERT ORDER  -  SECOND    CLASS 0
 JZ2476
 JZ2476.The horizontal coordinates were scaled from a topographic map and have
 JZ2476.an estimated accuracy of +/- 6 seconds.
 JZ2476
 JZ2476.The orthometric height was determined by differential leveling
 JZ2476.and adjusted by the National Geodetic Survey in June 1991..
 JZ2476
 JZ2476.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2476.See file dsdata.txt to determine how the superseded data were derived.
 JZ2476
 JZ2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ898963(NAD 83)
 JZ2476_MARKER: DB = BENCH MARK DISK
 JZ2476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2476_STAMPING: J 238 1947
 JZ2476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2476+STABILITY: SURFACE MOTION
 JZ2476
 JZ2476  HISTORY     - Date     Condition        Report By
 JZ2476  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2578 ***********************************************************************
 JZ2578  DESIGNATION -  J 239
 JZ2578  PID         -  JZ2578
 JZ2578  STATE/COUNTY-  IN/HANCOCK
 JZ2578  USGS QUAD   -  FOUNTAINTOWN (1952)
 JZ2578
 JZ2578                         *CURRENT SURVEY CONTROL
 JZ2578  ___________________________________________________________________
 JZ2578* NAD 83(1986)-  39 41 57.     (N)    085 48 01.     (W)     SCALED    
 JZ2578* NAVD 88     -       259.480  (meters)     851.31   (feet)  ADJUSTED  
 JZ2578  ___________________________________________________________________
 JZ2578  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JZ2578  DYNAMIC HT  -         259.330 (meters)     850.82  (feet)  COMP
 JZ2578  MODELED GRAV-     980,042.6   (mgal)                       NAVD 88
 JZ2578
 JZ2578  VERT ORDER  -  SECOND    CLASS 0
 JZ2578
 JZ2578.The horizontal coordinates were scaled from a topographic map and have
 JZ2578.an estimated accuracy of +/- 6 seconds.
 JZ2578
 JZ2578.The orthometric height was determined by differential leveling
 JZ2578.and adjusted by the National Geodetic Survey in June 1991..
 JZ2578
 JZ2578.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2578.See file dsdata.txt to determine how the superseded data were derived.
 JZ2578
 JZ2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ028950(NAD 83)
 JZ2578_MARKER: DB = BENCH MARK DISK
 JZ2578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2578_STAMPING: J 239 1947
 JZ2578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2578+STABILITY: SURFACE MOTION
 JZ2578
 JZ2578  HISTORY     - Date     Condition        Report By
 JZ2578  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2437 ***********************************************************************
 JZ2437  DESIGNATION -  J 240
 JZ2437  PID         -  JZ2437
 JZ2437  STATE/COUNTY-  IN/MADISON
 JZ2437  USGS QUAD   -  PENDLETON (1966)
 JZ2437
 JZ2437                         *CURRENT SURVEY CONTROL
 JZ2437  ___________________________________________________________________
 JZ2437* NAD 83(1986)-  39 59 12.     (N)    085 39 09.     (W)     SCALED    
 JZ2437* NAVD 88     -       286.339  (meters)     939.43   (feet)  ADJUSTED  
 JZ2437  ___________________________________________________________________
 JZ2437  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ2437  DYNAMIC HT  -         286.181 (meters)     938.91  (feet)  COMP
 JZ2437  MODELED GRAV-     980,066.7   (mgal)                       NAVD 88
 JZ2437
 JZ2437  VERT ORDER  -  SECOND    CLASS 0
 JZ2437
 JZ2437.The horizontal coordinates were scaled from a topographic map and have
 JZ2437.an estimated accuracy of +/- 6 seconds.
 JZ2437
 JZ2437.The orthometric height was determined by differential leveling
 JZ2437.and adjusted by the National Geodetic Survey in June 1991..
 JZ2437
 JZ2437.The geoid height was determined by GEOID03.
 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     -   526,040.      101,210.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2437.See file dsdata.txt to determine how the superseded data were derived.
 JZ2437
 JZ2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK150271(NAD 83)
 JZ2437_MARKER: DB = BENCH MARK DISK
 JZ2437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2437_STAMPING: J 240 1947
 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 = OCTOBER  6, 2006
 JZ2495 ***********************************************************************
 JZ2495  DESIGNATION -  J 241
 JZ2495  PID         -  JZ2495
 JZ2495  STATE/COUNTY-  IN/HANCOCK
 JZ2495  USGS QUAD   -  FOUNTAINTOWN (1952)
 JZ2495
 JZ2495                         *CURRENT SURVEY CONTROL
 JZ2495  ___________________________________________________________________
 JZ2495* NAD 83(1986)-  39 44 33.     (N)    085 49 13.     (W)     SCALED    
 JZ2495* NAVD 88     -       255.424  (meters)     838.00   (feet)  ADJUSTED  
 JZ2495  ___________________________________________________________________
 JZ2495  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JZ2495  DYNAMIC HT  -         255.277 (meters)     837.52  (feet)  COMP
 JZ2495  MODELED GRAV-     980,043.7   (mgal)                       NAVD 88
 JZ2495
 JZ2495  VERT ORDER  -  SECOND    CLASS 0
 JZ2495
 JZ2495.The horizontal coordinates were scaled from a topographic map and have
 JZ2495.an estimated accuracy of +/- 6 seconds.
 JZ2495
 JZ2495.The orthometric height was determined by differential leveling
 JZ2495.and adjusted by the National Geodetic Survey in June 1991..
 JZ2495
 JZ2495.The geoid height was determined by GEOID03.
 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     -   498,940.       86,830.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2495.See file dsdata.txt to determine how the superseded data were derived.
 JZ2495
 JZ2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ010998(NAD 83)
 JZ2495_MARKER: DB = BENCH MARK DISK
 JZ2495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2495_STAMPING: J 241 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2539 ***********************************************************************
 JZ2539  DESIGNATION -  J 242
 JZ2539  PID         -  JZ2539
 JZ2539  STATE/COUNTY-  IN/HANCOCK
 JZ2539  USGS QUAD   -  CLEVELAND (1981)
 JZ2539
 JZ2539                         *CURRENT SURVEY CONTROL
 JZ2539  ___________________________________________________________________
 JZ2539* NAD 83(1986)-  39 47 17.     (N)    085 41 19.     (W)     SCALED    
 JZ2539* NAVD 88     -       278.573  (meters)     913.95   (feet)  ADJUSTED  
 JZ2539  ___________________________________________________________________
 JZ2539  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ2539  DYNAMIC HT  -         278.413 (meters)     913.43  (feet)  COMP
 JZ2539  MODELED GRAV-     980,045.5   (mgal)                       NAVD 88
 JZ2539
 JZ2539  VERT ORDER  -  SECOND    CLASS 0
 JZ2539
 JZ2539.The horizontal coordinates were scaled from a topographic map and have
 JZ2539.an estimated accuracy of +/- 6 seconds.
 JZ2539
 JZ2539.The orthometric height was determined by differential leveling
 JZ2539.and adjusted by the National Geodetic Survey in June 1991..
 JZ2539
 JZ2539.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2539.See file dsdata.txt to determine how the superseded data were derived.
 JZ2539
 JZ2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK122050(NAD 83)
 JZ2539_MARKER: DB = BENCH MARK DISK
 JZ2539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2539_STAMPING: J 242 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2506 ***********************************************************************
 JZ2506  DESIGNATION -  J 243
 JZ2506  PID         -  JZ2506
 JZ2506  STATE/COUNTY-  IN/HANCOCK
 JZ2506  USGS QUAD   -  CUMBERLAND (1988)
 JZ2506
 JZ2506                         *CURRENT SURVEY CONTROL
 JZ2506  ___________________________________________________________________
 JZ2506* NAD 83(1986)-  39 46 39.     (N)    085 55 58.     (W)     SCALED    
 JZ2506* NAVD 88     -       260.821  (meters)     855.71   (feet)  ADJUSTED  
 JZ2506  ___________________________________________________________________
 JZ2506  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JZ2506  DYNAMIC HT  -         260.671 (meters)     855.22  (feet)  COMP
 JZ2506  MODELED GRAV-     980,046.9   (mgal)                       NAVD 88
 JZ2506
 JZ2506  VERT ORDER  -  SECOND    CLASS 0
 JZ2506
 JZ2506.The horizontal coordinates were scaled from a topographic map and have
 JZ2506.an estimated accuracy of +/- 6 seconds.
 JZ2506
 JZ2506.The orthometric height was determined by differential leveling
 JZ2506.and adjusted by the National Geodetic Survey in June 1991..
 JZ2506
 JZ2506.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2506.See file dsdata.txt to determine how the superseded data were derived.
 JZ2506
 JZ2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK913036(NAD 83)
 JZ2506_MARKER: DB = BENCH MARK DISK
 JZ2506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2506_STAMPING: J 243 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2587 ***********************************************************************
 JZ2587  DESIGNATION -  J 244
 JZ2587  PID         -  JZ2587
 JZ2587  STATE/COUNTY-  IN/RUSH
 JZ2587  USGS QUAD   -  CARTHAGE (1988)
 JZ2587
 JZ2587                         *CURRENT SURVEY CONTROL
 JZ2587  ___________________________________________________________________
 JZ2587* NAD 83(1986)-  39 41 53.     (N)    085 36 49.     (W)     SCALED    
 JZ2587* NAVD 88     -       279.008  (meters)     915.38   (feet)  ADJUSTED  
 JZ2587  ___________________________________________________________________
 JZ2587  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ2587  DYNAMIC HT  -         278.846 (meters)     914.85  (feet)  COMP
 JZ2587  MODELED GRAV-     980,038.8   (mgal)                       NAVD 88
 JZ2587
 JZ2587  VERT ORDER  -  SECOND    CLASS 0
 JZ2587
 JZ2587.The horizontal coordinates were scaled from a topographic map and have
 JZ2587.an estimated accuracy of +/- 6 seconds.
 JZ2587
 JZ2587.The orthometric height was determined by differential leveling
 JZ2587.and adjusted by the National Geodetic Survey in June 1991..
 JZ2587
 JZ2587.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2587.See file dsdata.txt to determine how the superseded data were derived.
 JZ2587
 JZ2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ188951(NAD 83)
 JZ2587_MARKER: DB = BENCH MARK DISK
 JZ2587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2587_STAMPING: J 244 1947
 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 = OCTOBER  6, 2006
 JZ2595 ***********************************************************************
 JZ2595  DESIGNATION -  J 245
 JZ2595  PID         -  JZ2595
 JZ2595  STATE/COUNTY-  IN/SHELBY
 JZ2595  USGS QUAD   -  SHELBYVILLE (1994)
 JZ2595
 JZ2595                         *CURRENT SURVEY CONTROL
 JZ2595  ___________________________________________________________________
 JZ2595* NAD 83(1986)-  39 35 39.     (N)    085 50 10.     (W)     SCALED    
 JZ2595* NAVD 88     -       235.469  (meters)     772.53   (feet)  ADJUSTED  
 JZ2595  ___________________________________________________________________
 JZ2595  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JZ2595  DYNAMIC HT  -         235.334 (meters)     772.09  (feet)  COMP
 JZ2595  MODELED GRAV-     980,044.9   (mgal)                       NAVD 88
 JZ2595
 JZ2595  VERT ORDER  -  SECOND    CLASS 0
 JZ2595
 JZ2595.The horizontal coordinates were scaled from a topographic map and have
 JZ2595.an estimated accuracy of +/- 6 seconds.
 JZ2595
 JZ2595.The orthometric height was determined by differential leveling
 JZ2595.and adjusted by the National Geodetic Survey in June 1991..
 JZ2595
 JZ2595.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2595.See file dsdata.txt to determine how the superseded data were derived.
 JZ2595
 JZ2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ999833(NAD 83)
 JZ2595_MARKER: DB = BENCH MARK DISK
 JZ2595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2595_STAMPING: J 245 1947
 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 = OCTOBER  6, 2006
 JZ2596 ***********************************************************************
 JZ2596  DESIGNATION -  J 245 RESET
 JZ2596  PID         -  JZ2596
 JZ2596  STATE/COUNTY-  IN/SHELBY
 JZ2596  USGS QUAD   -  SHELBYVILLE (1994)
 JZ2596
 JZ2596                         *CURRENT SURVEY CONTROL
 JZ2596  ___________________________________________________________________
 JZ2596* NAD 83(1986)-  39 35 39.     (N)    085 50 10.     (W)     SCALED    
 JZ2596* NAVD 88     -       237.179  (meters)     778.14   (feet)  ADJUSTED  
 JZ2596  ___________________________________________________________________
 JZ2596  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JZ2596  DYNAMIC HT  -         237.042 (meters)     777.70  (feet)  COMP
 JZ2596  MODELED GRAV-     980,044.9   (mgal)                       NAVD 88
 JZ2596
 JZ2596  VERT ORDER  -  FIRST     CLASS II
 JZ2596
 JZ2596.The horizontal coordinates were scaled from a topographic map and have
 JZ2596.an estimated accuracy of +/- 6 seconds.
 JZ2596
 JZ2596.The orthometric height was determined by differential leveling
 JZ2596.and adjusted by the National Geodetic Survey in June 1991..
 JZ2596
 JZ2596.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2596.See file dsdata.txt to determine how the superseded data were derived.
 JZ2596
 JZ2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ999833(NAD 83)
 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 = OCTOBER  6, 2006
 LA1106 ***********************************************************************
 LA1106  DESIGNATION -  J 246
 LA1106  PID         -  LA1106
 LA1106  STATE/COUNTY-  IN/RANDOLPH
 LA1106  USGS QUAD   -  CARLOS (1994)
 LA1106
 LA1106                         *CURRENT SURVEY CONTROL
 LA1106  ___________________________________________________________________
 LA1106* NAD 83(1986)-  40 05 30.     (N)    085 02 57.     (W)     SCALED    
 LA1106* NAVD 88     -       357.134  (meters)    1171.70   (feet)  ADJUSTED  
 LA1106  ___________________________________________________________________
 LA1106  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 LA1106  DYNAMIC HT  -         356.934 (meters)    1171.04  (feet)  COMP
 LA1106  MODELED GRAV-     980,056.3   (mgal)                       NAVD 88
 LA1106
 LA1106  VERT ORDER  -  SECOND    CLASS 0
 LA1106
 LA1106.The horizontal coordinates were scaled from a topographic map and have
 LA1106.an estimated accuracy of +/- 6 seconds.
 LA1106
 LA1106.The orthometric height was determined by differential leveling
 LA1106.and adjusted by the National Geodetic Survey in June 1991..
 LA1106
 LA1106.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1106.See file dsdata.txt to determine how the superseded data were derived.
 LA1106
 LA1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK663397(NAD 83)
 LA1106_MARKER: DB = BENCH MARK DISK
 LA1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1106_STAMPING: J 246 1947
 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 = OCTOBER  6, 2006
 LA1124 ***********************************************************************
 LA1124  DESIGNATION -  J 247
 LA1124  PID         -  LA1124
 LA1124  STATE/COUNTY-  IN/HENRY
 LA1124  USGS QUAD   -  MOUNT PLEASANT (1988)
 LA1124
 LA1124                         *CURRENT SURVEY CONTROL
 LA1124  ___________________________________________________________________
 LA1124* NAD 83(1986)-  40 02 49.     (N)    085 21 55.     (W)     SCALED    
 LA1124* NAVD 88     -       334.682  (meters)    1098.04   (feet)  ADJUSTED  
 LA1124  ___________________________________________________________________
 LA1124  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 LA1124  DYNAMIC HT  -         334.500 (meters)    1097.44  (feet)  COMP
 LA1124  MODELED GRAV-     980,072.6   (mgal)                       NAVD 88
 LA1124
 LA1124  VERT ORDER  -  SECOND    CLASS 0
 LA1124
 LA1124.The horizontal coordinates were scaled from a topographic map and have
 LA1124.an estimated accuracy of +/- 6 seconds.
 LA1124
 LA1124.The orthometric height was determined by differential leveling
 LA1124.and adjusted by the National Geodetic Survey in June 1991..
 LA1124
 LA1124.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1124.See file dsdata.txt to determine how the superseded data were derived.
 LA1124
 LA1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK394342(NAD 83)
 LA1124_MARKER: DB = BENCH MARK DISK
 LA1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1124_STAMPING: J 247 1947
 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 = OCTOBER  6, 2006
 JZ1685 ***********************************************************************
 JZ1685  DESIGNATION -  J 248
 JZ1685  PID         -  JZ1685
 JZ1685  STATE/COUNTY-  IN/HENRY
 JZ1685  USGS QUAD   -  NEW CASTLE WEST (1981)
 JZ1685
 JZ1685                         *CURRENT SURVEY CONTROL
 JZ1685  ___________________________________________________________________
 JZ1685* NAD 83(1986)-  39 55 27.     (N)    085 28 53.     (W)     SCALED    
 JZ1685* NAVD 88     -       320.081  (meters)    1050.13   (feet)  ADJUSTED  
 JZ1685  ___________________________________________________________________
 JZ1685  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JZ1685  DYNAMIC HT  -         319.903 (meters)    1049.55  (feet)  COMP
 JZ1685  MODELED GRAV-     980,058.9   (mgal)                       NAVD 88
 JZ1685
 JZ1685  VERT ORDER  -  SECOND    CLASS 0
 JZ1685
 JZ1685.The horizontal coordinates were scaled from a topographic map and have
 JZ1685.an estimated accuracy of +/- 6 seconds.
 JZ1685
 JZ1685.The orthometric height was determined by differential leveling
 JZ1685.and adjusted by the National Geodetic Survey in June 1991..
 JZ1685
 JZ1685.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1685.See file dsdata.txt to determine how the superseded data were derived.
 JZ1685
 JZ1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK297204(NAD 83)
 JZ1685_MARKER: DB = BENCH MARK DISK
 JZ1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1685_STAMPING: J 248 1947
 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 = OCTOBER  6, 2006
 LA1136 ***********************************************************************
 LA1136  DESIGNATION -  J 249
 LA1136  PID         -  LA1136
 LA1136  STATE/COUNTY-  IN/HENRY
 LA1136  USGS QUAD   -  MOUNT PLEASANT (1988)
 LA1136
 LA1136                         *CURRENT SURVEY CONTROL
 LA1136  ___________________________________________________________________
 LA1136* NAD 83(1986)-  40 01 57.     (N)    085 15 00.     (W)     SCALED    
 LA1136* NAVD 88     -       332.618  (meters)    1091.26   (feet)  ADJUSTED  
 LA1136  ___________________________________________________________________
 LA1136  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 LA1136  DYNAMIC HT  -         332.435 (meters)    1090.66  (feet)  COMP
 LA1136  MODELED GRAV-     980,066.6   (mgal)                       NAVD 88
 LA1136
 LA1136  VERT ORDER  -  SECOND    CLASS 0
 LA1136
 LA1136.The horizontal coordinates were scaled from a topographic map and have
 LA1136.an estimated accuracy of +/- 6 seconds.
 LA1136
 LA1136.The orthometric height was determined by differential leveling
 LA1136.and adjusted by the National Geodetic Survey in June 1991..
 LA1136
 LA1136.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1136.See file dsdata.txt to determine how the superseded data were derived.
 LA1136
 LA1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK493328(NAD 83)
 LA1136_MARKER: DB = BENCH MARK DISK
 LA1136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1136_SP_SET: BRIDGE
 LA1136_STAMPING: J 249 1947
 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 = OCTOBER  6, 2006
 LA1153 ***********************************************************************
 LA1153  DESIGNATION -  J 250
 LA1153  PID         -  LA1153
 LA1153  STATE/COUNTY-  IN/DELAWARE
 LA1153  USGS QUAD   -  MUNCIE WEST (1992)
 LA1153
 LA1153                         *CURRENT SURVEY CONTROL
 LA1153  ___________________________________________________________________
 LA1153* NAD 83(1986)-  40 10 14.     (N)    085 23 10.     (W)     SCALED    
 LA1153* NAVD 88     -       291.280  (meters)     955.64   (feet)  ADJUSTED  
 LA1153  ___________________________________________________________________
 LA1153  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 LA1153  DYNAMIC HT  -         291.124 (meters)     955.13  (feet)  COMP
 LA1153  MODELED GRAV-     980,082.5   (mgal)                       NAVD 88
 LA1153
 LA1153  VERT ORDER  -  SECOND    CLASS 0
 LA1153
 LA1153.The horizontal coordinates were scaled from a topographic map and have
 LA1153.an estimated accuracy of +/- 6 seconds.
 LA1153
 LA1153.The orthometric height was determined by differential leveling
 LA1153.and adjusted by the National Geodetic Survey in June 1991..
 LA1153
 LA1153.The geoid height was determined by GEOID03.
 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     -   546,490.      123,900.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1153.See file dsdata.txt to determine how the superseded data were derived.
 LA1153
 LA1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK374479(NAD 83)
 LA1153_MARKER: DB = BENCH MARK DISK
 LA1153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1153_SP_SET: BUILDING
 LA1153_STAMPING: J 250 1947
 LA1153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1153
 LA1153  HISTORY     - Date     Condition        Report By
 LA1153  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1489 ***********************************************************************
 JZ1489  DESIGNATION -  J 251
 JZ1489  PID         -  JZ1489
 JZ1489  STATE/COUNTY-  IN/HENRY
 JZ1489  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ1489
 JZ1489                         *CURRENT SURVEY CONTROL
 JZ1489  ___________________________________________________________________
 JZ1489* NAD 83(1986)-  39 56 14.     (N)    085 20 10.     (W)     SCALED    
 JZ1489* NAVD 88     -       326.436  (meters)    1070.98   (feet)  ADJUSTED  
 JZ1489  ___________________________________________________________________
 JZ1489  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JZ1489  DYNAMIC HT  -         326.254 (meters)    1070.38  (feet)  COMP
 JZ1489  MODELED GRAV-     980,057.5   (mgal)                       NAVD 88
 JZ1489
 JZ1489  VERT ORDER  -  SECOND    CLASS 0
 JZ1489
 JZ1489.The horizontal coordinates were scaled from a topographic map and have
 JZ1489.an estimated accuracy of +/- 6 seconds.
 JZ1489
 JZ1489.The orthometric height was determined by differential leveling
 JZ1489.and adjusted by the National Geodetic Survey in June 1991..
 JZ1489
 JZ1489.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1489.See file dsdata.txt to determine how the superseded data were derived.
 JZ1489
 JZ1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK421221(NAD 83)
 JZ1489_MARKER: DB = BENCH MARK DISK
 JZ1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1489_STAMPING: J 251 1934
 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             NGS
 JZ1489
 JZ1489                          STATION DESCRIPTION
 JZ1489
 JZ1489'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1630 ***********************************************************************
 JZ1630  DESIGNATION -  J 252
 JZ1630  PID         -  JZ1630
 JZ1630  STATE/COUNTY-  IN/RUSH
 JZ1630  USGS QUAD   -  DUNREITH (1983)
 JZ1630
 JZ1630                         *CURRENT SURVEY CONTROL
 JZ1630  ___________________________________________________________________
 JZ1630* NAD 83(1986)-  39 45 37.     (N)    085 26 32.     (W)     SCALED    
 JZ1630* NAVD 88     -       310.811  (meters)    1019.72   (feet)  ADJUSTED  
 JZ1630  ___________________________________________________________________
 JZ1630  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JZ1630  DYNAMIC HT  -         310.631 (meters)    1019.13  (feet)  COMP
 JZ1630  MODELED GRAV-     980,040.6   (mgal)                       NAVD 88
 JZ1630
 JZ1630  VERT ORDER  -  SECOND    CLASS 0
 JZ1630
 JZ1630.The horizontal coordinates were scaled from a topographic map and have
 JZ1630.an estimated accuracy of +/- 6 seconds.
 JZ1630
 JZ1630.The orthometric height was determined by differential leveling
 JZ1630.and adjusted by the National Geodetic Survey in June 1991..
 JZ1630
 JZ1630.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1630.See file dsdata.txt to determine how the superseded data were derived.
 JZ1630
 JZ1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK334023(NAD 83)
 JZ1630_MARKER: DB = BENCH MARK DISK
 JZ1630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1630_SP_SET: CULVERT
 JZ1630_STAMPING: J 252 1947
 JZ1630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1538 ***********************************************************************
 JZ1538  DESIGNATION -  J 253
 JZ1538  PID         -  JZ1538
 JZ1538  STATE/COUNTY-  IN/HENRY
 JZ1538  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ1538
 JZ1538                         *CURRENT SURVEY CONTROL
 JZ1538  ___________________________________________________________________
 JZ1538* NAD 83(1986)-  39 53 17.     (N)    085 15 07.     (W)     SCALED    
 JZ1538* NAVD 88     -       336.865  (meters)    1105.20   (feet)  ADJUSTED  
 JZ1538  ___________________________________________________________________
 JZ1538  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JZ1538  DYNAMIC HT  -         336.671 (meters)    1104.56  (feet)  COMP
 JZ1538  MODELED GRAV-     980,039.4   (mgal)                       NAVD 88
 JZ1538
 JZ1538  VERT ORDER  -  SECOND    CLASS 0
 JZ1538
 JZ1538.The horizontal coordinates were scaled from a topographic map and have
 JZ1538.an estimated accuracy of +/- 6 seconds.
 JZ1538
 JZ1538.The orthometric height was determined by differential leveling
 JZ1538.and adjusted by the National Geodetic Survey in June 1991..
 JZ1538
 JZ1538.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1538.See file dsdata.txt to determine how the superseded data were derived.
 JZ1538
 JZ1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK494167(NAD 83)
 JZ1538_MARKER: DB = BENCH MARK DISK
 JZ1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1538_STAMPING: J 253 1947
 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 = OCTOBER  6, 2006
 JZ1531 ***********************************************************************
 JZ1531  DESIGNATION -  J 254 RESET 1955
 JZ1531  PID         -  JZ1531
 JZ1531  STATE/COUNTY-  IN/WAYNE
 JZ1531  USGS QUAD   -  CAMBRIDGE CITY (1981)
 JZ1531
 JZ1531                         *CURRENT SURVEY CONTROL
 JZ1531  ___________________________________________________________________
 JZ1531* NAD 83(1986)-  39 48 47.     (N)    085 09 16.     (W)     SCALED    
 JZ1531* NAVD 88     -       295.11   (meters)     968.2    (feet)  RESET     
 JZ1531  ___________________________________________________________________
 JZ1531  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JZ1531
 JZ1531  VERT ORDER  -  THIRD
 JZ1531
 JZ1531.The horizontal coordinates were scaled from a topographic map and have
 JZ1531.an estimated accuracy of +/- 6 seconds.
 JZ1531
 JZ1531.The orthometric height was computed from unverified reset data.
 JZ1531
 JZ1531.The geoid height was determined by GEOID03.
 JZ1531
 JZ1531;                    North         East    Units  Estimated Accuracy
 JZ1531;SPC IN E     -   506,890.      143,860.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1531.See file dsdata.txt to determine how the superseded data were derived.
 JZ1531
 JZ1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK579086(NAD 83)
 JZ1531_MARKER: DD = SURVEY DISK
 JZ1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1531_STAMPING: J 254 RESET 1955
 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 = OCTOBER  6, 2006
 JZ1579 ***********************************************************************
 JZ1579  DESIGNATION -  J 255
 JZ1579  PID         -  JZ1579
 JZ1579  STATE/COUNTY-  IN/WAYNE
 JZ1579  USGS QUAD   -  JACKSONBURG (1981)
 JZ1579
 JZ1579                         *CURRENT SURVEY CONTROL
 JZ1579  ___________________________________________________________________
 JZ1579* NAD 83(1986)-  39 48 52.     (N)    085 04 38.     (W)     SCALED    
 JZ1579* NAVD 88     -       291.590  (meters)     956.66   (feet)  ADJUSTED  
 JZ1579  ___________________________________________________________________
 JZ1579  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JZ1579  DYNAMIC HT  -         291.421 (meters)     956.10  (feet)  COMP
 JZ1579  MODELED GRAV-     980,037.0   (mgal)                       NAVD 88
 JZ1579
 JZ1579  VERT ORDER  -  SECOND    CLASS 0
 JZ1579
 JZ1579.The horizontal coordinates were scaled from a topographic map and have
 JZ1579.an estimated accuracy of +/- 6 seconds.
 JZ1579
 JZ1579.The orthometric height was determined by differential leveling
 JZ1579.and adjusted by the National Geodetic Survey in June 1991..
 JZ1579
 JZ1579.The geoid height was determined by GEOID03.
 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     -   507,080.      150,470.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1579.See file dsdata.txt to determine how the superseded data were derived.
 JZ1579
 JZ1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK645089(NAD 83)
 JZ1579_MARKER: DB = BENCH MARK DISK
 JZ1579_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1579_SP_SET: BRIDGE
 JZ1579_STAMPING: J 255 1947
 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 = OCTOBER  6, 2006
 JZ1743 ***********************************************************************
 JZ1743  DESIGNATION -  J 257
 JZ1743  PID         -  JZ1743
 JZ1743  STATE/COUNTY-  IN/RUSH
 JZ1743  USGS QUAD   -  RUSHVILLE (1994)
 JZ1743
 JZ1743                         *CURRENT SURVEY CONTROL
 JZ1743  ___________________________________________________________________
 JZ1743* NAD 83(1986)-  39 33 56.     (N)    085 27 40.     (W)     SCALED    
 JZ1743* NAVD 88     -       298.279  (meters)     978.60   (feet)  ADJUSTED  
 JZ1743  ___________________________________________________________________
 JZ1743  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ1743  DYNAMIC HT  -         298.099 (meters)     978.01  (feet)  COMP
 JZ1743  MODELED GRAV-     980,016.4   (mgal)                       NAVD 88
 JZ1743
 JZ1743  VERT ORDER  -  SECOND    CLASS 0
 JZ1743
 JZ1743.The horizontal coordinates were scaled from a topographic map and have
 JZ1743.an estimated accuracy of +/- 6 seconds.
 JZ1743
 JZ1743.The orthometric height was determined by differential leveling
 JZ1743.and adjusted by the National Geodetic Survey in June 1991..
 JZ1743
 JZ1743.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1743.See file dsdata.txt to determine how the superseded data were derived.
 JZ1743
 JZ1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ321806(NAD 83)
 JZ1743_MARKER: DB = BENCH MARK DISK
 JZ1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1743_STAMPING: J 257 1947
 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 = OCTOBER  6, 2006
 JZ1943 ***********************************************************************
 JZ1943  DESIGNATION -  J 258
 JZ1943  PID         -  JZ1943
 JZ1943  STATE/COUNTY-  IN/DECATUR
 JZ1943  USGS QUAD   -  MILROY (1993)
 JZ1943
 JZ1943                         *CURRENT SURVEY CONTROL
 JZ1943  ___________________________________________________________________
 JZ1943* NAD 83(1986)-  39 25 56.     (N)    085 24 36.     (W)     SCALED    
 JZ1943* NAVD 88     -       295.266  (meters)     968.72   (feet)  ADJUSTED  
 JZ1943  ___________________________________________________________________
 JZ1943  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ1943  DYNAMIC HT  -         295.084 (meters)     968.12  (feet)  COMP
 JZ1943  MODELED GRAV-     980,000.9   (mgal)                       NAVD 88
 JZ1943
 JZ1943  VERT ORDER  -  SECOND    CLASS 0
 JZ1943
 JZ1943.The horizontal coordinates were scaled from a topographic map and have
 JZ1943.an estimated accuracy of +/- 6 seconds.
 JZ1943
 JZ1943.The orthometric height was determined by differential leveling
 JZ1943.and adjusted by the National Geodetic Survey in June 1991..
 JZ1943
 JZ1943.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1943.See file dsdata.txt to determine how the superseded data were derived.
 JZ1943
 JZ1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ368659(NAD 83)
 JZ1943_MARKER: DB = BENCH MARK DISK
 JZ1943_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1943_SP_SET: BRIDGE
 JZ1943_STAMPING: J 258 1947
 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 = OCTOBER  6, 2006
 JZ1977 ***********************************************************************
 JZ1977  DESIGNATION -  J 259
 JZ1977  PID         -  JZ1977
 JZ1977  STATE/COUNTY-  IN/DECATUR
 JZ1977  USGS QUAD   -  CLARKSBURG (1993)
 JZ1977
 JZ1977                         *CURRENT SURVEY CONTROL
 JZ1977  ___________________________________________________________________
 JZ1977* NAD 83(1986)-  39 22 49.     (N)    085 20 18.     (W)     SCALED    
 JZ1977* NAVD 88     -       315.841  (meters)    1036.22   (feet)  ADJUSTED  
 JZ1977  ___________________________________________________________________
 JZ1977  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ1977  DYNAMIC HT  -         315.645 (meters)    1035.58  (feet)  COMP
 JZ1977  MODELED GRAV-     979,999.3   (mgal)                       NAVD 88
 JZ1977
 JZ1977  VERT ORDER  -  SECOND    CLASS 0
 JZ1977
 JZ1977.The horizontal coordinates were scaled from a topographic map and have
 JZ1977.an estimated accuracy of +/- 6 seconds.
 JZ1977
 JZ1977.The orthometric height was determined by differential leveling
 JZ1977.and adjusted by the National Geodetic Survey in June 1991..
 JZ1977
 JZ1977.The geoid height was determined by GEOID03.
 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     -   458,760.      128,290.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1977.See file dsdata.txt to determine how the superseded data were derived.
 JZ1977
 JZ1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ431602(NAD 83)
 JZ1977_MARKER: DB = BENCH MARK DISK
 JZ1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1977_STAMPING: J 259 1947
 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 = OCTOBER  6, 2006
 LB0078 ***********************************************************************
 LB0078  DESIGNATION -  J 26
 LB0078  PID         -  LB0078
 LB0078  STATE/COUNTY-  IN/CASS
 LB0078  USGS QUAD   -  GALVESTON (1994)
 LB0078
 LB0078                         *CURRENT SURVEY CONTROL
 LB0078  ___________________________________________________________________
 LB0078* NAD 83(1986)-  40 36 54.     (N)    086 12 37.     (W)     SCALED    
 LB0078* NAVD 88     -       240.165  (meters)     787.94   (feet)  ADJUSTED  
 LB0078  ___________________________________________________________________
 LB0078  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 LB0078  DYNAMIC HT  -         240.045 (meters)     787.55  (feet)  COMP
 LB0078  MODELED GRAV-     980,121.3   (mgal)                       NAVD 88
 LB0078
 LB0078  VERT ORDER  -  SECOND    CLASS 0
 LB0078
 LB0078.The horizontal coordinates were scaled from a topographic map and have
 LB0078.an estimated accuracy of +/- 6 seconds.
 LB0078
 LB0078.The orthometric height was determined by differential leveling
 LB0078.and adjusted by the National Geodetic Survey in June 1991..
 LB0078.WARNING-Repeat measurements at this control monument indicate possible
 LB0078.vertical movement.
 LB0078
 LB0078.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0078.See file dsdata.txt to determine how the superseded data were derived.
 LB0078
 LB0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK668963(NAD 83)
 LB0078_MARKER: DB = BENCH MARK DISK
 LB0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0078_STAMPING: J 26 1934
 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             NGS
 LB0078
 LB0078                          STATION DESCRIPTION
 LB0078
 LB0078'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1964 ***********************************************************************
 JZ1964  DESIGNATION -  J 260
 JZ1964  PID         -  JZ1964
 JZ1964  STATE/COUNTY-  IN/FRANKLIN
 JZ1964  USGS QUAD   -  CLARKSBURG (1993)
 JZ1964
 JZ1964                         *CURRENT SURVEY CONTROL
 JZ1964  ___________________________________________________________________
 JZ1964* NAD 83(1986)-  39 24 03.     (N)    085 16 07.     (W)     SCALED    
 JZ1964* NAVD 88     -       272.025  (meters)     892.47   (feet)  ADJUSTED  
 JZ1964  ___________________________________________________________________
 JZ1964  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ1964  DYNAMIC HT  -         271.858 (meters)     891.92  (feet)  COMP
 JZ1964  MODELED GRAV-     980,006.3   (mgal)                       NAVD 88
 JZ1964
 JZ1964  VERT ORDER  -  SECOND    CLASS 0
 JZ1964
 JZ1964.The horizontal coordinates were scaled from a topographic map and have
 JZ1964.an estimated accuracy of +/- 6 seconds.
 JZ1964
 JZ1964.The orthometric height was determined by differential leveling
 JZ1964.and adjusted by the National Geodetic Survey in June 1991..
 JZ1964
 JZ1964.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1964.See file dsdata.txt to determine how the superseded data were derived.
 JZ1964
 JZ1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ490626(NAD 83)
 JZ1964_MARKER: DB = BENCH MARK DISK
 JZ1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1964_STAMPING: J 260 1947
 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 = OCTOBER  6, 2006
 JZ2047 ***********************************************************************
 JZ2047  DESIGNATION -  J 262
 JZ2047  PID         -  JZ2047
 JZ2047  STATE/COUNTY-  IN/FRANKLIN
 JZ2047  USGS QUAD   -  BROOKVILLE (1993)
 JZ2047
 JZ2047                         *CURRENT SURVEY CONTROL
 JZ2047  ___________________________________________________________________
 JZ2047* NAD 83(1986)-  39 27 03.     (N)    085 07 03.     (W)     SCALED    
 JZ2047* NAVD 88     -       202.438  (meters)     664.17   (feet)  ADJUSTED  
 JZ2047  ___________________________________________________________________
 JZ2047  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ2047  DYNAMIC HT  -         202.315 (meters)     663.76  (feet)  COMP
 JZ2047  MODELED GRAV-     980,012.7   (mgal)                       NAVD 88
 JZ2047
 JZ2047  VERT ORDER  -  SECOND    CLASS 0
 JZ2047
 JZ2047.The horizontal coordinates were scaled from a topographic map and have
 JZ2047.an estimated accuracy of +/- 6 seconds.
 JZ2047
 JZ2047.The orthometric height was determined by differential leveling
 JZ2047.and adjusted by the National Geodetic Survey in June 1991..
 JZ2047
 JZ2047.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2047.See file dsdata.txt to determine how the superseded data were derived.
 JZ2047
 JZ2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ619684(NAD 83)
 JZ2047_MARKER: DB = BENCH MARK DISK
 JZ2047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2047_STAMPING: J 262 1947
 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 = OCTOBER  6, 2006
 JZ1782 ***********************************************************************
 JZ1782  DESIGNATION -  J 263
 JZ1782  PID         -  JZ1782
 JZ1782  STATE/COUNTY-  IN/FAYETTE
 JZ1782  USGS QUAD   -  BROWNSVILLE (1983)
 JZ1782
 JZ1782                         *CURRENT SURVEY CONTROL
 JZ1782  ___________________________________________________________________
 JZ1782* NAD 83(1997)-  39 38 15.00286(N)    085 03 14.02554(W)     ADJUSTED  
 JZ1782* NAVD 88     -       308.647  (meters)    1012.62   (feet)  ADJUSTED  
 JZ1782  ___________________________________________________________________
 JZ1782  X           -     424,082.919 (meters)                     COMP
 JZ1782  Y           -  -4,900,376.845 (meters)                     COMP
 JZ1782  Z           -   4,047,246.931 (meters)                     COMP
 JZ1782  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 JZ1782  ELLIP HEIGHT-         274.78  (meters)          (04/10/98) GPS OBS
 JZ1782  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JZ1782  DYNAMIC HT  -         308.464 (meters)    1012.02  (feet)  COMP
 JZ1782  MODELED GRAV-     980,024.7   (mgal)                       NAVD 88
 JZ1782
 JZ1782  HORZ ORDER  -  B
 JZ1782  VERT ORDER  -  SECOND    CLASS 0
 JZ1782  ELLP ORDER  -  FOURTH    CLASS I
 JZ1782
 JZ1782.The horizontal coordinates were established by GPS observations
 JZ1782.and adjusted by the National Geodetic Survey in April 1998..
 JZ1782
 JZ1782.The orthometric height was determined by differential leveling
 JZ1782.and adjusted by the National Geodetic Survey in June 1991..
 JZ1782
 JZ1782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ1782
 JZ1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ1782
 JZ1782.The ellipsoidal height was determined by GPS observations
 JZ1782.and is referenced to NAD 83.
 JZ1782
 JZ1782.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JZ1782;SPC IN E     -   487,449.714   152,600.933   MT  1.00000072   +0 23 27.3
 JZ1782;SPC IN E     - 1,599,241.27    500,658.23   sFT  1.00000072   +0 23 27.3
 JZ1782;UTM  16      - 4,389,334.260   666,999.977   MT  0.99994337   +1 14 30.3
 JZ1782
 JZ1782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1782!SPC IN E     -   0.99995689  x   1.00000072  =   0.99995761
 JZ1782!UTM  16      -   0.99995689  x   0.99994337  =   0.99990027
 JZ1782
 JZ1782                          SUPERSEDED SURVEY CONTROL
 JZ1782
 JZ1782  NAVD 88 (04/10/98)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1782.See file dsdata.txt to determine how the superseded data were derived.
 JZ1782
 JZ1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ6700089334(NAD 83)
 JZ1782_MARKER: DB = BENCH MARK DISK
 JZ1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1782_SP_SET: 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 = OCTOBER  6, 2006
 JZ1825 ***********************************************************************
 JZ1825  CBN         -  This is a Cooperative Base Network Control Station.
 JZ1825  DESIGNATION -  J 264
 JZ1825  PID         -  JZ1825
 JZ1825  STATE/COUNTY-  IN/RIPLEY
 JZ1825  USGS QUAD   -  BATESVILLE (1993)
 JZ1825
 JZ1825                         *CURRENT SURVEY CONTROL
 JZ1825  ___________________________________________________________________
 JZ1825* NAD 83(1997)-  39 17 38.83030(N)    085 12 11.68804(W)     ADJUSTED  
 JZ1825* NAVD 88     -       298.969  (meters)     980.87   (feet)  ADJUSTED  
 JZ1825  ___________________________________________________________________
 JZ1825  X           -     413,333.636 (meters)                     COMP
 JZ1825  Y           -  -4,925,606.247 (meters)                     COMP
 JZ1825  Z           -   4,017,807.802 (meters)                     COMP
 JZ1825  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 JZ1825  ELLIP HEIGHT-         264.90  (meters)          (04/10/98) GPS OBS
 JZ1825  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ1825  DYNAMIC HT  -         298.781 (meters)     980.25  (feet)  COMP
 JZ1825  MODELED GRAV-     979,992.5   (mgal)                       NAVD 88
 JZ1825
 JZ1825  HORZ ORDER  -  B
 JZ1825  VERT ORDER  -  FIRST     CLASS II
 JZ1825  ELLP ORDER  -  FOURTH    CLASS I
 JZ1825
 JZ1825.The horizontal coordinates were established by GPS observations
 JZ1825.and adjusted by the National Geodetic Survey in April 1998..
 JZ1825
 JZ1825.The orthometric height was determined by differential leveling
 JZ1825.and adjusted by the National Geodetic Survey in June 1991..
 JZ1825
 JZ1825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ1825
 JZ1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ1825
 JZ1825.The ellipsoidal height was determined by GPS observations
 JZ1825.and is referenced to NAD 83.
 JZ1825
 JZ1825.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JZ1825;SPC IN E     -   449,250.237   139,976.431   MT  0.99998634   +0 17 36.6
 JZ1825;SPC IN E     - 1,473,915.15    459,239.34   sFT  0.99998634   +0 17 36.6
 JZ1825;UTM  16      - 4,350,955.021   654,942.922   MT  0.99989560   +1 08 17.2
 JZ1825
 JZ1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1825!SPC IN E     -   0.99995844  x   0.99998634  =   0.99994478
 JZ1825!UTM  16      -   0.99995844  x   0.99989560  =   0.99985405
 JZ1825
 JZ1825                          SUPERSEDED SURVEY CONTROL
 JZ1825
 JZ1825  NAVD 88 (04/10/98)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1825.See file dsdata.txt to determine how the superseded data were derived.
 JZ1825
 JZ1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ5494350955(NAD 83)
 JZ1825_MARKER: DB = BENCH MARK DISK
 JZ1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1825_SP_SET: CONCRETE POST
 JZ1825_STAMPING: J 264 1947
 JZ1825_MARK LOGO: CGS   
 JZ1825_PROJECTION: FLUSH
 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 NOT SUITABLE FOR
 JZ1825+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2038 ***********************************************************************
 JZ2038  DESIGNATION -  J 265
 JZ2038  PID         -  JZ2038
 JZ2038  STATE/COUNTY-  IN/FRANKLIN
 JZ2038  USGS QUAD   -  BROOKVILLE (1993)
 JZ2038
 JZ2038                         *CURRENT SURVEY CONTROL
 JZ2038  ___________________________________________________________________
 JZ2038* NAD 83(1986)-  39 26 04.     (N)    085 05 13.     (W)     SCALED    
 JZ2038* NAVD 88     -       203.353  (meters)     667.17   (feet)  ADJUSTED  
 JZ2038  ___________________________________________________________________
 JZ2038  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ2038  DYNAMIC HT  -         203.227 (meters)     666.75  (feet)  COMP
 JZ2038  MODELED GRAV-     980,004.2   (mgal)                       NAVD 88
 JZ2038
 JZ2038  VERT ORDER  -  SECOND    CLASS 0
 JZ2038
 JZ2038.The horizontal coordinates were scaled from a topographic map and have
 JZ2038.an estimated accuracy of +/- 6 seconds.
 JZ2038
 JZ2038.The orthometric height was determined by differential leveling
 JZ2038.and adjusted by the National Geodetic Survey in June 1991..
 JZ2038
 JZ2038.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2038.See file dsdata.txt to determine how the superseded data were derived.
 JZ2038
 JZ2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ646667(NAD 83)
 JZ2038_MARKER: DB = BENCH MARK DISK
 JZ2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2038_STAMPING: J 265 1947
 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 = OCTOBER  6, 2006
 JZ2138 ***********************************************************************
 JZ2138  DESIGNATION -  J 266
 JZ2138  PID         -  JZ2138
 JZ2138  STATE/COUNTY-  IN/DECATUR
 JZ2138  USGS QUAD   -  ADAMS (1993)
 JZ2138
 JZ2138                         *CURRENT SURVEY CONTROL
 JZ2138  ___________________________________________________________________
 JZ2138* NAD 83(1986)-  39 25 25.     (N)    085 37 25.     (W)     SCALED    
 JZ2138* NAVD 88     -       257.833  (meters)     845.91   (feet)  ADJUSTED  
 JZ2138  ___________________________________________________________________
 JZ2138  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ2138  DYNAMIC HT  -         257.676 (meters)     845.39  (feet)  COMP
 JZ2138  MODELED GRAV-     980,011.4   (mgal)                       NAVD 88
 JZ2138
 JZ2138  VERT ORDER  -  FIRST     CLASS II
 JZ2138
 JZ2138.The horizontal coordinates were scaled from a topographic map and have
 JZ2138.an estimated accuracy of +/- 6 seconds.
 JZ2138
 JZ2138.The orthometric height was determined by differential leveling
 JZ2138.and adjusted by the National Geodetic Survey in June 1991..
 JZ2138
 JZ2138.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2138.See file dsdata.txt to determine how the superseded data were derived.
 JZ2138
 JZ2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ184646(NAD 83)
 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 = OCTOBER  6, 2006
 JZ2251 ***********************************************************************
 JZ2251  DESIGNATION -  J 267
 JZ2251  PID         -  JZ2251
 JZ2251  STATE/COUNTY-  IN/SHELBY
 JZ2251  USGS QUAD   -  HOPE (1993)
 JZ2251
 JZ2251                         *CURRENT SURVEY CONTROL
 JZ2251  ___________________________________________________________________
 JZ2251* NAD 83(1986)-  39 22 03.     (N)    085 47 04.     (W)     SCALED    
 JZ2251* NAVD 88     -       225.873  (meters)     741.05   (feet)  ADJUSTED  
 JZ2251  ___________________________________________________________________
 JZ2251  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ2251  DYNAMIC HT  -         225.736 (meters)     740.60  (feet)  COMP
 JZ2251  MODELED GRAV-     980,016.4   (mgal)                       NAVD 88
 JZ2251
 JZ2251  VERT ORDER  -  SECOND    CLASS 0
 JZ2251
 JZ2251.The horizontal coordinates were scaled from a topographic map and have
 JZ2251.an estimated accuracy of +/- 6 seconds.
 JZ2251
 JZ2251.The orthometric height was determined by differential leveling
 JZ2251.and adjusted by the National Geodetic Survey in June 1991..
 JZ2251
 JZ2251.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2251.See file dsdata.txt to determine how the superseded data were derived.
 JZ2251
 JZ2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ047582(NAD 83)
 JZ2251_MARKER: DB = BENCH MARK DISK
 JZ2251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2251_STAMPING: J 267 1947
 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 = OCTOBER  6, 2006
 JZ2226 ***********************************************************************
 JZ2226  DESIGNATION -  J 268
 JZ2226  PID         -  JZ2226
 JZ2226  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2226  USGS QUAD   -  ELIZABETHTOWN (1993)
 JZ2226
 JZ2226                         *CURRENT SURVEY CONTROL
 JZ2226  ___________________________________________________________________
 JZ2226* NAD 83(1986)-  39 13 27.     (N)    085 49 11.     (W)     SCALED    
 JZ2226* NAVD 88     -       198.577  (meters)     651.50   (feet)  ADJUSTED  
 JZ2226  ___________________________________________________________________
 JZ2226  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JZ2226  DYNAMIC HT  -         198.455 (meters)     651.10  (feet)  COMP
 JZ2226  MODELED GRAV-     980,007.2   (mgal)                       NAVD 88
 JZ2226
 JZ2226  VERT ORDER  -  SECOND    CLASS 0
 JZ2226
 JZ2226.The horizontal coordinates were scaled from a topographic map and have
 JZ2226.an estimated accuracy of +/- 6 seconds.
 JZ2226
 JZ2226.The orthometric height was determined by differential leveling
 JZ2226.and adjusted by the National Geodetic Survey in June 1991..
 JZ2226
 JZ2226.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2226.See file dsdata.txt to determine how the superseded data were derived.
 JZ2226
 JZ2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ018423(NAD 83)
 JZ2226_MARKER: DB = BENCH MARK DISK
 JZ2226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2226_STAMPING: J 268 1947
 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 = OCTOBER  6, 2006
 JZ2066 ***********************************************************************
 JZ2066  DESIGNATION -  J 269
 JZ2066  PID         -  JZ2066
 JZ2066  STATE/COUNTY-  IN/SHELBY
 JZ2066  USGS QUAD   -  LEWIS CREEK (1993)
 JZ2066
 JZ2066                         *CURRENT SURVEY CONTROL
 JZ2066  ___________________________________________________________________
 JZ2066* NAD 83(1986)-  39 29 24.     (N)    085 47 09.     (W)     SCALED    
 JZ2066* NAVD 88     -       228.200  (meters)     748.69   (feet)  ADJUSTED  
 JZ2066  ___________________________________________________________________
 JZ2066  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JZ2066  DYNAMIC HT  -         228.065 (meters)     748.24  (feet)  COMP
 JZ2066  MODELED GRAV-     980,031.0   (mgal)                       NAVD 88
 JZ2066
 JZ2066  VERT ORDER  -  FIRST     CLASS II
 JZ2066
 JZ2066.The horizontal coordinates were scaled from a topographic map and have
 JZ2066.an estimated accuracy of +/- 6 seconds.
 JZ2066
 JZ2066.The orthometric height was determined by differential leveling
 JZ2066.and adjusted by the National Geodetic Survey in June 1991..
 JZ2066
 JZ2066.The geoid height was determined by GEOID03.
 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     -   470,900.       89,750.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2066.See file dsdata.txt to determine how the superseded data were derived.
 JZ2066
 JZ2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ044718(NAD 83)
 JZ2066_MARKER: DB = BENCH MARK DISK
 JZ2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2066_STAMPING: J 269 1947
 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 = OCTOBER  6, 2006
 LB0436 ***********************************************************************
 LB0436  DESIGNATION -  J 27
 LB0436  PID         -  LB0436
 LB0436  STATE/COUNTY-  IN/CLINTON
 LB0436  USGS QUAD   -  RUSSIAVILLE (1961)
 LB0436
 LB0436                         *CURRENT SURVEY CONTROL
 LB0436  ___________________________________________________________________
 LB0436* NAD 83(1986)-  40 23 40.     (N)    086 18 15.     (W)     SCALED    
 LB0436* NAVD 88     -       267.857  (meters)     878.79   (feet)  ADJUSTED  
 LB0436  ___________________________________________________________________
 LB0436  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 LB0436  DYNAMIC HT  -         267.715 (meters)     878.33  (feet)  COMP
 LB0436  MODELED GRAV-     980,090.3   (mgal)                       NAVD 88
 LB0436
 LB0436  VERT ORDER  -  SECOND    CLASS 0
 LB0436
 LB0436.The horizontal coordinates were scaled from a topographic map and have
 LB0436.an estimated accuracy of +/- 6 seconds.
 LB0436
 LB0436.The orthometric height was determined by differential leveling
 LB0436.and adjusted by the National Geodetic Survey in June 1991..
 LB0436.WARNING-Repeat measurements at this control monument indicate possible
 LB0436.vertical movement.
 LB0436
 LB0436.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0436.See file dsdata.txt to determine how the superseded data were derived.
 LB0436
 LB0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK590717(NAD 83)
 LB0436_MARKER: DB = BENCH MARK DISK
 LB0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0436_STAMPING: J 27 1934
 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             NGS
 LB0436  HISTORY     - 1959     MARK NOT FOUND   USGS
 LB0436
 LB0436                          STATION DESCRIPTION
 LB0436
 LB0436'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2163 ***********************************************************************
 JZ2163  DESIGNATION -  J 270
 JZ2163  PID         -  JZ2163
 JZ2163  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2163  USGS QUAD   -  GRAMMER (1993)
 JZ2163
 JZ2163                         *CURRENT SURVEY CONTROL
 JZ2163  ___________________________________________________________________
 JZ2163* NAD 83(1986)-  39 08 42.     (N)    085 43 28.     (W)     SCALED    
 JZ2163* NAVD 88     -       221.103  (meters)     725.40   (feet)  ADJUSTED  
 JZ2163  ___________________________________________________________________
 JZ2163  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ2163  DYNAMIC HT  -         220.965 (meters)     724.95  (feet)  COMP
 JZ2163  MODELED GRAV-     979,998.4   (mgal)                       NAVD 88
 JZ2163
 JZ2163  VERT ORDER  -  SECOND    CLASS 0
 JZ2163
 JZ2163.The horizontal coordinates were scaled from a topographic map and have
 JZ2163.an estimated accuracy of +/- 6 seconds.
 JZ2163
 JZ2163.The orthometric height was determined by differential leveling
 JZ2163.and adjusted by the National Geodetic Survey in June 1991..
 JZ2163
 JZ2163.The geoid height was determined by GEOID03.
 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     -   432,600.       95,010.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2163.See file dsdata.txt to determine how the superseded data were derived.
 JZ2163
 JZ2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ102336(NAD 83)
 JZ2163_MARKER: DB = BENCH MARK DISK
 JZ2163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2163_STAMPING: J 270 1947
 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 = OCTOBER  6, 2006
 JZ2099 ***********************************************************************
 JZ2099  DESIGNATION -  J 271
 JZ2099  PID         -  JZ2099
 JZ2099  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2099  USGS QUAD   -  AZALIA (1993)
 JZ2099
 JZ2099                         *CURRENT SURVEY CONTROL
 JZ2099  ___________________________________________________________________
 JZ2099* NAD 83(1986)-  39 06 25.     (N)    085 51 02.     (W)     SCALED    
 JZ2099* NAVD 88     -       181.555  (meters)     595.65   (feet)  ADJUSTED  
 JZ2099  ___________________________________________________________________
 JZ2099  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JZ2099  DYNAMIC HT  -         181.442 (meters)     595.28  (feet)  COMP
 JZ2099  MODELED GRAV-     980,003.8   (mgal)                       NAVD 88
 JZ2099
 JZ2099  VERT ORDER  -  SECOND    CLASS 0
 JZ2099
 JZ2099.The horizontal coordinates were scaled from a topographic map and have
 JZ2099.an estimated accuracy of +/- 6 seconds.
 JZ2099
 JZ2099.The orthometric height was determined by differential leveling
 JZ2099.and adjusted by the National Geodetic Survey in June 1991..
 JZ2099
 JZ2099.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2099.See file dsdata.txt to determine how the superseded data were derived.
 JZ2099
 JZ2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ993292(NAD 83)
 JZ2099_MARKER: DB = BENCH MARK DISK
 JZ2099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2099_STAMPING: J 271 1947
 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 = OCTOBER  6, 2006
 JZ1833 ***********************************************************************
 JZ1833  DESIGNATION -  J 272
 JZ1833  PID         -  JZ1833
 JZ1833  STATE/COUNTY-  IN/DECATUR
 JZ1833  USGS QUAD   -  NEW POINT (1993)
 JZ1833
 JZ1833                         *CURRENT SURVEY CONTROL
 JZ1833  ___________________________________________________________________
 JZ1833* NAD 83(1986)-  39 18 18.     (N)    085 18 47.     (W)     SCALED    
 JZ1833* NAVD 88     -       292.647  (meters)     960.13   (feet)  ADJUSTED  
 JZ1833  ___________________________________________________________________
 JZ1833  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ1833  DYNAMIC HT  -         292.464 (meters)     959.53  (feet)  COMP
 JZ1833  MODELED GRAV-     979,993.2   (mgal)                       NAVD 88
 JZ1833
 JZ1833  VERT ORDER  -  FIRST     CLASS II
 JZ1833
 JZ1833.The horizontal coordinates were scaled from a topographic map and have
 JZ1833.an estimated accuracy of +/- 6 seconds.
 JZ1833
 JZ1833.The orthometric height was determined by differential leveling
 JZ1833.and adjusted by the National Geodetic Survey in June 1991..
 JZ1833.WARNING-Repeat measurements at this control monument indicate possible
 JZ1833.vertical movement.
 JZ1833
 JZ1833.The geoid height was determined by GEOID03.
 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     -   450,420.      130,500.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1833.See file dsdata.txt to determine how the superseded data were derived.
 JZ1833
 JZ1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ454519(NAD 83)
 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
 JZ1833  HISTORY     - Date     Condition        Report By
 JZ1833  HISTORY     - 1947     MONUMENTED       CGS
 JZ1833  HISTORY     - 1986     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ0931 ***********************************************************************
 JZ0931  DESIGNATION -  J 274
 JZ0931  PID         -  JZ0931
 JZ0931  STATE/COUNTY-  IN/FRANKLIN
 JZ0931  USGS QUAD   -  HARRISON (1996)
 JZ0931
 JZ0931                         *CURRENT SURVEY CONTROL
 JZ0931  ___________________________________________________________________
 JZ0931* NAD 83(1986)-  39 18 58.     (N)    084 51 13.     (W)     SCALED    
 JZ0931* NAVD 88     -       237.058  (meters)     777.75   (feet)  ADJUSTED  
 JZ0931  ___________________________________________________________________
 JZ0931  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JZ0931  DYNAMIC HT  -         236.918 (meters)     777.29  (feet)  COMP
 JZ0931  MODELED GRAV-     980,031.4   (mgal)                       NAVD 88
 JZ0931
 JZ0931  VERT ORDER  -  SECOND    CLASS 0
 JZ0931
 JZ0931.The horizontal coordinates were scaled from a topographic map and have
 JZ0931.an estimated accuracy of +/- 6 seconds.
 JZ0931
 JZ0931.The orthometric height was determined by differential leveling
 JZ0931.and adjusted by the National Geodetic Survey in June 1991..
 JZ0931
 JZ0931.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0931.See file dsdata.txt to determine how the superseded data were derived.
 JZ0931
 JZ0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ850540(NAD 83)
 JZ0931_MARKER: DB = BENCH MARK DISK
 JZ0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0931_STAMPING: J 274 1947
 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 = OCTOBER  6, 2006
 HB0093 ***********************************************************************
 HB0093  DESIGNATION -  J 275
 HB0093  PID         -  HB0093
 HB0093  STATE/COUNTY-  IN/POSEY
 HB0093  USGS QUAD   -  EMMA (1978)
 HB0093
 HB0093                         *CURRENT SURVEY CONTROL
 HB0093  ___________________________________________________________________
 HB0093* NAD 83(1986)-  37 52 38.     (N)    088 00 58.     (W)     SCALED    
 HB0093* NAVD 88     -       109.498  (meters)     359.24   (feet)  ADJUSTED  
 HB0093  ___________________________________________________________________
 HB0093  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 HB0093  DYNAMIC HT  -         109.423 (meters)     359.00  (feet)  COMP
 HB0093  MODELED GRAV-     979,945.7   (mgal)                       NAVD 88
 HB0093
 HB0093  VERT ORDER  -  FIRST     CLASS II
 HB0093
 HB0093.The horizontal coordinates were scaled from a topographic map and have
 HB0093.an estimated accuracy of +/- 6 seconds.
 HB0093
 HB0093.The orthometric height was determined by differential leveling
 HB0093.and adjusted by the National Geodetic Survey in June 1991..
 HB0093
 HB0093.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HB0093
 HB0093  NGVD 29 (??/??/??)  109.605  (m)          359.60   (f) ADJUSTED    1 2
 HB0093
 HB0093.Superseded values are not recommended for survey control.
 HB0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0093.See file dsdata.txt to determine how the superseded data were derived.
 HB0093
 HB0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG106926(NAD 83)
 HB0093_MARKER: DB = BENCH MARK DISK
 HB0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0093_STAMPING: J 275 1954
 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 = OCTOBER  6, 2006
 JZ1600 ***********************************************************************
 JZ1600  DESIGNATION -  J 276
 JZ1600  PID         -  JZ1600
 JZ1600  STATE/COUNTY-  IN/WAYNE
 JZ1600  USGS QUAD   -  CONNERSVILLE (1972)
 JZ1600
 JZ1600                         *CURRENT SURVEY CONTROL
 JZ1600  ___________________________________________________________________
 JZ1600* NAD 83(1986)-  39 44 39.     (N)    085 09 58.     (W)     SCALED    
 JZ1600* NAVD 88     -       298.354  (meters)     978.85   (feet)  ADJUSTED  
 JZ1600  ___________________________________________________________________
 JZ1600  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JZ1600  DYNAMIC HT  -         298.181 (meters)     978.28  (feet)  COMP
 JZ1600  MODELED GRAV-     980,037.5   (mgal)                       NAVD 88
 JZ1600
 JZ1600  VERT ORDER  -  SECOND    CLASS 0
 JZ1600
 JZ1600.The horizontal coordinates were scaled from a topographic map and have
 JZ1600.an estimated accuracy of +/- 6 seconds.
 JZ1600
 JZ1600.The orthometric height was determined by differential leveling
 JZ1600.and adjusted by the National Geodetic Survey in June 1991..
 JZ1600
 JZ1600.The geoid height was determined by GEOID03.
 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     -   499,230.      142,900.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1600.See file dsdata.txt to determine how the superseded data were derived.
 JZ1600
 JZ1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK571009(NAD 83)
 JZ1600_MARKER: DB = BENCH MARK DISK
 JZ1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1600_STAMPING: J 276 1947
 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 = OCTOBER  6, 2006
 JZ1290 ***********************************************************************
 JZ1290  DESIGNATION -  J 277
 JZ1290  PID         -  JZ1290
 JZ1290  STATE/COUNTY-  IN/WAYNE
 JZ1290  USGS QUAD   -  LIBERTY (1974)
 JZ1290
 JZ1290                         *CURRENT SURVEY CONTROL
 JZ1290  ___________________________________________________________________
 JZ1290* NAD 83(1986)-  39 44 02.     (N)    084 53 21.     (W)     SCALED    
 JZ1290* NAVD 88     -       318.904  (meters)    1046.27   (feet)  ADJUSTED  
 JZ1290  ___________________________________________________________________
 JZ1290  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 JZ1290  DYNAMIC HT  -         318.716 (meters)    1045.65  (feet)  COMP
 JZ1290  MODELED GRAV-     980,029.9   (mgal)                       NAVD 88
 JZ1290
 JZ1290  VERT ORDER  -  SECOND    CLASS 0
 JZ1290
 JZ1290.The horizontal coordinates were scaled from a topographic map and have
 JZ1290.an estimated accuracy of +/- 6 seconds.
 JZ1290
 JZ1290.The orthometric height was determined by differential leveling
 JZ1290.and adjusted by the National Geodetic Survey in June 1991..
 JZ1290
 JZ1290.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1290.See file dsdata.txt to determine how the superseded data were derived.
 JZ1290
 JZ1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK808003(NAD 83)
 JZ1290_MARKER: DB = BENCH MARK DISK
 JZ1290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1290_SP_SET: CULVERT
 JZ1290_STAMPING: J 277 1947
 JZ1290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1290
 JZ1290  HISTORY     - Date     Condition        Report By
 JZ1290  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1316 ***********************************************************************
 HZ1316  DESIGNATION -  J 278
 HZ1316  PID         -  HZ1316
 HZ1316  STATE/COUNTY-  IN/CLARK
 HZ1316  USGS QUAD   -  SPEED (1994)
 HZ1316
 HZ1316                         *CURRENT SURVEY CONTROL
 HZ1316  ___________________________________________________________________
 HZ1316* NAD 83(1986)-  38 25 56.     (N)    085 48 45.     (W)     SCALED    
 HZ1316* NAVD 88     -       167.974  (meters)     551.09   (feet)  ADJUSTED  
 HZ1316  ___________________________________________________________________
 HZ1316  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HZ1316  DYNAMIC HT  -         167.861 (meters)     550.72  (feet)  COMP
 HZ1316  MODELED GRAV-     979,955.8   (mgal)                       NAVD 88
 HZ1316
 HZ1316  VERT ORDER  -  FIRST     CLASS II
 HZ1316
 HZ1316.The horizontal coordinates were scaled from a topographic map and have
 HZ1316.an estimated accuracy of +/- 6 seconds.
 HZ1316
 HZ1316.The orthometric height was determined by differential leveling
 HZ1316.and adjusted by the National Geodetic Survey in June 1991..
 HZ1316
 HZ1316.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1316.See file dsdata.txt to determine how the superseded data were derived.
 HZ1316
 HZ1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH036544(NAD 83)
 HZ1316_MARKER: DB = BENCH MARK DISK
 HZ1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1316_STAMPING: J 278 1949
 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 = OCTOBER  6, 2006
 JA0200 ***********************************************************************
 JA0200  DESIGNATION -  J 279
 JA0200  PID         -  JA0200
 JA0200  STATE/COUNTY-  IN/WASHINGTON
 JA0200  USGS QUAD   -  BECKS MILL (1994)
 JA0200
 JA0200                         *CURRENT SURVEY CONTROL
 JA0200  ___________________________________________________________________
 JA0200* NAD 83(1986)-  38 36 47.     (N)    086 08 29.     (W)     SCALED    
 JA0200* NAVD 88     -       248.416  (meters)     815.01   (feet)  ADJUSTED  
 JA0200  ___________________________________________________________________
 JA0200  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 JA0200  DYNAMIC HT  -         248.251 (meters)     814.47  (feet)  COMP
 JA0200  MODELED GRAV-     979,957.1   (mgal)                       NAVD 88
 JA0200
 JA0200  VERT ORDER  -  FIRST     CLASS II
 JA0200
 JA0200.The horizontal coordinates were scaled from a topographic map and have
 JA0200.an estimated accuracy of +/- 6 seconds.
 JA0200
 JA0200.The orthometric height was determined by differential leveling
 JA0200.and adjusted by the National Geodetic Survey in June 1991..
 JA0200
 JA0200.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 JA0200;SPC IN E     -   373,650.       58,660.      MT  (+/- 180 meters Scaled)
 JA0200
 JA0200                          SUPERSEDED SURVEY CONTROL
 JA0200
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0200.See file dsdata.txt to determine how the superseded data were derived.
 JA0200
 JA0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH747741(NAD 83)
 JA0200_MARKER: DB = BENCH MARK DISK
 JA0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0200_STAMPING: J 279 1949
 JA0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0200+STABILITY: SURFACE MOTION
 JA0200
 JA0200  HISTORY     - Date     Condition        Report By
 JA0200  HISTORY     - 1949     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0394 ***********************************************************************
 KA0394  DESIGNATION -  J 280
 KA0394  PID         -  KA0394
 KA0394  STATE/COUNTY-  IN/GREENE
 KA0394  USGS QUAD   -  STANFORD (1990)
 KA0394
 KA0394                         *CURRENT SURVEY CONTROL
 KA0394  ___________________________________________________________________
 KA0394* NAD 83(1986)-  39 00 24.     (N)    086 44 03.     (W)     SCALED    
 KA0394* NAVD 88     -       252.438  (meters)     828.21   (feet)  ADJUSTED  
 KA0394  ___________________________________________________________________
 KA0394  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KA0394  DYNAMIC HT  -         252.279 (meters)     827.69  (feet)  COMP
 KA0394  MODELED GRAV-     979,992.3   (mgal)                       NAVD 88
 KA0394
 KA0394  VERT ORDER  -  FIRST     CLASS II
 KA0394
 KA0394.The horizontal coordinates were scaled from a topographic map and have
 KA0394.an estimated accuracy of +/- 6 seconds.
 KA0394
 KA0394.The orthometric height was determined by differential leveling
 KA0394.and adjusted by the National Geodetic Survey in June 1991..
 KA0394
 KA0394.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0394.See file dsdata.txt to determine how the superseded data were derived.
 KA0394
 KA0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ230175(NAD 83)
 KA0394_MARKER: DB = BENCH MARK DISK
 KA0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0394_STAMPING: J 280 1949
 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 = OCTOBER  6, 2006
 JA0777 ***********************************************************************
 JA0777  DESIGNATION -  J 281
 JA0777  PID         -  JA0777
 JA0777  STATE/COUNTY-  IN/LAWRENCE
 JA0777  USGS QUAD   -  BEDFORD WEST (1993)
 JA0777
 JA0777                         *CURRENT SURVEY CONTROL
 JA0777  ___________________________________________________________________
 JA0777* NAD 83(1986)-  38 49 29.     (N)    086 30 05.     (W)     SCALED    
 JA0777* NAVD 88     -       158.402  (meters)     519.69   (feet)  ADJUSTED  
 JA0777  ___________________________________________________________________
 JA0777  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 JA0777  DYNAMIC HT  -         158.303 (meters)     519.37  (feet)  COMP
 JA0777  MODELED GRAV-     979,995.9   (mgal)                       NAVD 88
 JA0777
 JA0777  VERT ORDER  -  FIRST     CLASS II
 JA0777
 JA0777.The horizontal coordinates were scaled from a topographic map and have
 JA0777.an estimated accuracy of +/- 6 seconds.
 JA0777
 JA0777.The orthometric height was determined by differential leveling
 JA0777.and adjusted by the National Geodetic Survey in June 1991..
 JA0777
 JA0777.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0777.See file dsdata.txt to determine how the superseded data were derived.
 JA0777
 JA0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH432974(NAD 83)
 JA0777_MARKER: DB = BENCH MARK DISK
 JA0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0777_STAMPING: J 281 1949
 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 = OCTOBER  6, 2006
 JA1206 ***********************************************************************
 JA1206  DESIGNATION -  J 283
 JA1206  PID         -  JA1206
 JA1206  STATE/COUNTY-  IN/POSEY
 JA1206  USGS QUAD   -  NEW HARMONY (1980)
 JA1206
 JA1206                         *CURRENT SURVEY CONTROL
 JA1206  ___________________________________________________________________
 JA1206* NAD 83(1986)-  38 10 51.     (N)    087 56 28.     (W)     SCALED    
 JA1206* NAVD 88     -       115.212  (meters)     377.99   (feet)  ADJUSTED  
 JA1206  ___________________________________________________________________
 JA1206  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 JA1206  DYNAMIC HT  -         115.136 (meters)     377.74  (feet)  COMP
 JA1206  MODELED GRAV-     979,962.3   (mgal)                       NAVD 88
 JA1206
 JA1206  VERT ORDER  -  FIRST     CLASS II
 JA1206
 JA1206.The horizontal coordinates were scaled from a topographic map and have
 JA1206.an estimated accuracy of +/- 6 seconds.
 JA1206
 JA1206.The orthometric height was determined by differential leveling
 JA1206.and adjusted by the National Geodetic Survey in June 1991..
 JA1206
 JA1206.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1206.See file dsdata.txt to determine how the superseded data were derived.
 JA1206
 JA1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH175262(NAD 83)
 JA1206_MARKER: DB = BENCH MARK DISK
 JA1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1206_STAMPING: J 283 1954
 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 = OCTOBER  6, 2006
 JA1190 ***********************************************************************
 JA1190  DESIGNATION -  J 284
 JA1190  PID         -  JA1190
 JA1190  STATE/COUNTY-  IN/GIBSON
 JA1190  USGS QUAD   -  GRAYVILLE (1980)
 JA1190
 JA1190                         *CURRENT SURVEY CONTROL
 JA1190  ___________________________________________________________________
 JA1190* NAD 83(1986)-  38 16 12.     (N)    087 55 13.     (W)     SCALED    
 JA1190* NAVD 88     -       116.097  (meters)     380.89   (feet)  ADJUSTED  
 JA1190  ___________________________________________________________________
 JA1190  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 JA1190  DYNAMIC HT  -         116.021 (meters)     380.65  (feet)  COMP
 JA1190  MODELED GRAV-     979,973.7   (mgal)                       NAVD 88
 JA1190
 JA1190  VERT ORDER  -  FIRST     CLASS II
 JA1190
 JA1190.The horizontal coordinates were scaled from a topographic map and have
 JA1190.an estimated accuracy of +/- 6 seconds.
 JA1190
 JA1190.The orthometric height was determined by differential leveling
 JA1190.and adjusted by the National Geodetic Survey in June 1991..
 JA1190
 JA1190.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1190.See file dsdata.txt to determine how the superseded data were derived.
 JA1190
 JA1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH194361(NAD 83)
 JA1190_MARKER: DB = BENCH MARK DISK
 JA1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1190_STAMPING: J 284 1954
 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 = OCTOBER  6, 2006
 JA1332 ***********************************************************************
 JA1332  DESIGNATION -  J 285
 JA1332  PID         -  JA1332
 JA1332  STATE/COUNTY-  IN/KNOX
 JA1332  USGS QUAD   -  VINCENNES (1998)
 JA1332
 JA1332                         *CURRENT SURVEY CONTROL
 JA1332  ___________________________________________________________________
 JA1332* NAD 83(1986)-  38 40 26.     (N)    087 33 12.     (W)     SCALED    
 JA1332* NAVD 88     -       125.822  (meters)     412.80   (feet)  ADJUSTED  
 JA1332  ___________________________________________________________________
 JA1332  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JA1332  DYNAMIC HT  -         125.745 (meters)     412.55  (feet)  COMP
 JA1332  MODELED GRAV-     980,010.8   (mgal)                       NAVD 88
 JA1332
 JA1332  VERT ORDER  -  FIRST     CLASS II
 JA1332
 JA1332.The horizontal coordinates were scaled from a topographic map and have
 JA1332.an estimated accuracy of +/- 6 seconds.
 JA1332
 JA1332.The orthometric height was determined by differential leveling
 JA1332.and adjusted by the National Geodetic Survey in June 1991..
 JA1332
 JA1332.The geoid height was determined by GEOID03.
 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     -   380,400.      859,100.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1332.See file dsdata.txt to determine how the superseded data were derived.
 JA1332
 JA1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH518807(NAD 83)
 JA1332_MARKER: DB = BENCH MARK DISK
 JA1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1332_STAMPING: J 285 1954
 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 = OCTOBER  6, 2006
 ME1144 ***********************************************************************
 ME1144  DESIGNATION -  J 286 RESET 1960
 ME1144  PID         -  ME1144
 ME1144  STATE/COUNTY-  IN/LAKE
 ME1144  USGS QUAD   -  SCHNEIDER (1992)
 ME1144
 ME1144                         *CURRENT SURVEY CONTROL
 ME1144  ___________________________________________________________________
 ME1144* NAD 83(1986)-  41 14 55.     (N)    087 28 38.     (W)     SCALED    
 ME1144* NAVD 88     -       202.91   (meters)     665.7    (feet)  RESET     
 ME1144  ___________________________________________________________________
 ME1144  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 ME1144
 ME1144  VERT ORDER  -  THIRD
 ME1144
 ME1144.The horizontal coordinates were scaled from a topographic map and have
 ME1144.an estimated accuracy of +/- 6 seconds.
 ME1144
 ME1144.The orthometric height was computed from unverified reset data.
 ME1144
 ME1144.The geoid height was determined by GEOID03.
 ME1144
 ME1144;                    North         East    Units  Estimated Accuracy
 ME1144;SPC IN W     -   666,240.      866,990.      MT  (+/- 180 meters Scaled)
 ME1144
 ME1144                          SUPERSEDED SURVEY CONTROL
 ME1144
 ME1144.No superseded survey control is available for this station.
 ME1144
 ME1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL600664(NAD 83)
 ME1144_MARKER: DD = SURVEY DISK
 ME1144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1144_SP_SET: CURB
 ME1144_STAMPING: J 286 RESET 1960
 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 = OCTOBER  6, 2006
 JA1294 ***********************************************************************
 JA1294  DESIGNATION -  J 292
 JA1294  PID         -  JA1294
 JA1294  STATE/COUNTY-  IN/SULLIVAN
 JA1294  USGS QUAD   -  HEATHSVILLE (1989)
 JA1294
 JA1294                         *CURRENT SURVEY CONTROL
 JA1294  ___________________________________________________________________
 JA1294* NAD 83(1986)-  38 55 16.     (N)    087 31 09.     (W)     SCALED    
 JA1294* NAVD 88     -       130.594  (meters)     428.46   (feet)  ADJUSTED  
 JA1294  ___________________________________________________________________
 JA1294  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JA1294  DYNAMIC HT  -         130.516 (meters)     428.20  (feet)  COMP
 JA1294  MODELED GRAV-     980,028.7   (mgal)                       NAVD 88
 JA1294
 JA1294  VERT ORDER  -  FIRST     CLASS II
 JA1294
 JA1294.The horizontal coordinates were scaled from a topographic map and have
 JA1294.an estimated accuracy of +/- 6 seconds.
 JA1294
 JA1294.The orthometric height was determined by differential leveling
 JA1294.and adjusted by the National Geodetic Survey in June 1991..
 JA1294
 JA1294.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1294.See file dsdata.txt to determine how the superseded data were derived.
 JA1294
 JA1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ549081(NAD 83)
 JA1294_MARKER: DB = BENCH MARK DISK
 JA1294_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1294_SP_SET: BUILDING
 JA1294_STAMPING: J 292 1956
 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 = OCTOBER  6, 2006
 KA2088 ***********************************************************************
 KA2088  DESIGNATION -  J 293 RESET
 KA2088  PID         -  KA2088
 KA2088  STATE/COUNTY-  IN/VIGO
 KA2088  USGS QUAD   -  TERRE HAUTE (1993)
 KA2088
 KA2088                         *CURRENT SURVEY CONTROL
 KA2088  ___________________________________________________________________
 KA2088* NAD 83(1986)-  39 23 51.     (N)    087 27 06.     (W)     SCALED    
 KA2088* NAVD 88     -       147.53   (meters)     484.0    (feet)  RESET     
 KA2088  ___________________________________________________________________
 KA2088  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KA2088
 KA2088  VERT ORDER  -  THIRD
 KA2088
 KA2088.The horizontal coordinates were scaled from a topographic map and have
 KA2088.an estimated accuracy of +/- 6 seconds.
 KA2088
 KA2088.The orthometric height was computed from unverified reset data.
 KA2088
 KA2088.The geoid height was determined by GEOID03.
 KA2088
 KA2088;                    North         East    Units  Estimated Accuracy
 KA2088;SPC IN W     -   460,690.      868,270.      MT  (+/- 180 meters Scaled)
 KA2088
 KA2088                          SUPERSEDED SURVEY CONTROL
 KA2088
 KA2088  NGVD 29 (04/16/04)  147.64   (m)          484.4    (f) RESET       3  
 KA2088
 KA2088.Superseded values are not recommended for survey control.
 KA2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2088.See file dsdata.txt to determine how the superseded data were derived.
 KA2088
 KA2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ611609(NAD 83)
 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
 KA2088  HISTORY     - Date     Condition        Report By
 KA2088  HISTORY     - 1993     MONUMENTED       INHD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1259 ***********************************************************************
 KA1259  DESIGNATION -  J 294
 KA1259  PID         -  KA1259
 KA1259  STATE/COUNTY-  IN/VIGO
 KA1259  USGS QUAD   -  DENNISON (1972)
 KA1259
 KA1259                         *CURRENT SURVEY CONTROL
 KA1259  ___________________________________________________________________
 KA1259* NAD 83(1986)-  39 28 18.     (N)    087 30 53.     (W)     SCALED    
 KA1259* NAVD 88     -       151.872  (meters)     498.27   (feet)  ADJUSTED  
 KA1259  ___________________________________________________________________
 KA1259  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KA1259  DYNAMIC HT  -         151.786 (meters)     497.98  (feet)  COMP
 KA1259  MODELED GRAV-     980,059.8   (mgal)                       NAVD 88
 KA1259
 KA1259  VERT ORDER  -  FIRST     CLASS II
 KA1259
 KA1259.The horizontal coordinates were scaled from a topographic map and have
 KA1259.an estimated accuracy of +/- 6 seconds.
 KA1259
 KA1259.The orthometric height was determined by differential leveling
 KA1259.and adjusted by the National Geodetic Survey in June 1991..
 KA1259
 KA1259.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1259.See file dsdata.txt to determine how the superseded data were derived.
 KA1259
 KA1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ557692(NAD 83)
 KA1259_MARKER: DB = BENCH MARK DISK
 KA1259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1259_SP_SET: BRIDGE
 KA1259_STAMPING: J 294 1956
 KA1259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1259
 KA1259  HISTORY     - Date     Condition        Report By
 KA1259  HISTORY     - 1956     MONUMENTED       CGS
 KA1259  HISTORY     - 1959     GOOD             NGS
 KA1259
 KA1259                          STATION DESCRIPTION
 KA1259
 KA1259'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0812 ***********************************************************************
 MD0812  DESIGNATION -  J 305
 MD0812  PID         -  MD0812
 MD0812  STATE/COUNTY-  IN/ALLEN
 MD0812  USGS QUAD   -  CHURUBUSCO (1965)
 MD0812
 MD0812                         *CURRENT SURVEY CONTROL
 MD0812  ___________________________________________________________________
 MD0812* NAD 83(1986)-  41 07 59.     (N)    085 17 06.     (W)     SCALED    
 MD0812* NAVD 88     -       260.410  (meters)     854.36   (feet)  ADJUSTED  
 MD0812  ___________________________________________________________________
 MD0812  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 MD0812  DYNAMIC HT  -         260.311 (meters)     854.04  (feet)  COMP
 MD0812  MODELED GRAV-     980,234.7   (mgal)                       NAVD 88
 MD0812
 MD0812  VERT ORDER  -  SECOND    CLASS 0
 MD0812
 MD0812.The horizontal coordinates were scaled from a topographic map and have
 MD0812.an estimated accuracy of +/- 6 seconds.
 MD0812
 MD0812.The orthometric height was determined by differential leveling
 MD0812.and adjusted by the National Geodetic Survey in June 1991..
 MD0812
 MD0812.The geoid height was determined by GEOID03.
 MD0812
 MD0812.The dynamic height is computed by dividing the NAVD 88
 MD0812.geopotential number by the normal gravity value computed on the
 MD0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0812.degrees latitude (g = 980.6199 gals.).
 MD0812
 MD0812.The modeled gravity was interpolated from observed gravity values.
 MD0812
 MD0812;                    North         East    Units  Estimated Accuracy
 MD0812;SPC IN E     -   653,400.      132,050.      MT  (+/- 180 meters Scaled)
 MD0812
 MD0812                          SUPERSEDED SURVEY CONTROL
 MD0812
 MD0812  NGVD 29 (??/??/92)  260.567  (m)          854.88   (f) ADJ UNCH    2 0
 MD0812
 MD0812.Superseded values are not recommended for survey control.
 MD0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0812.See file dsdata.txt to determine how the superseded data were derived.
 MD0812
 MD0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL439549(NAD 83)
 MD0812_MARKER: DB = BENCH MARK DISK
 MD0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0812_STAMPING: J 305 1963
 MD0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0812+STABILITY: SURFACE MOTION
 MD0812
 MD0812  HISTORY     - Date     Condition        Report By
 MD0812  HISTORY     - 1963     MONUMENTED       CGS
 MD0812
 MD0812                          STATION DESCRIPTION
 MD0812
 MD0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0812'2 MI NNE FROM ARCOLA.
 MD0812'LOCATED ABOUT 2.0 MILES NORTH NORTHEAST OF ARCOLA POST OFFICE,
 MD0812'MARK IS AT NORTHWEST CORNER OF INTERSECTION OF OLD U.S. HIGHWAY
 MD0812'30 AND FELGER ROAD.  TO REACH MARK FROM ARCOLA POST OFFICE,
 MD0812'TRAVEL EAST 0.45 MILE ON ARCOLA ROAD, THEN PROCEED NORTH ON
 MD0812'FELGER ROAD ABOUT 2.0 MILES TO JUNCTION OF OLD U.S. HIGHWAY 30,
 MD0812'WHERE MARK IS LOCATED.  MARK IS 52.2 FEET NORTH OF CENTERLINE
 MD0812'OF OLD U.S. HIGHWAY 30, 34.0 FEET WEST OF CENTERLINE OF FELGER
 MD0812'ROAD, 18.3 FEET WEST NORTHWEST OF UTILITY POLE NUMBER 58/371, AND
 MD0812'2.8 FEET SOUTHEAST OF WIRE FENCE.  MARK IS A STANDARD DISK
 MD0812'STAMPED J 305 1963, SET IN 11 INCH ROUND CONCRETE MONUMENT WHICH
 MD0812'PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0460 ***********************************************************************
 JA0460  DESIGNATION -  J 306
 JA0460  PID         -  JA0460
 JA0460  STATE/COUNTY-  IN/HARRISON
 JA0460  USGS QUAD   -  MAUCKPORT (1994)
 JA0460
 JA0460                         *CURRENT SURVEY CONTROL
 JA0460  ___________________________________________________________________
 JA0460* NAD 83(1986)-  38 01 02.     (N)    086 10 13.     (W)     SCALED    
 JA0460* NAVD 88     -       130.834  (meters)     429.24   (feet)  ADJUSTED  
 JA0460  ___________________________________________________________________
 JA0460  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JA0460  DYNAMIC HT  -         130.742 (meters)     428.94  (feet)  COMP
 JA0460  MODELED GRAV-     979,922.8   (mgal)                       NAVD 88
 JA0460
 JA0460  VERT ORDER  -  FIRST     CLASS II
 JA0460
 JA0460.The horizontal coordinates were scaled from a topographic map and have
 JA0460.an estimated accuracy of +/- 6 seconds.
 JA0460
 JA0460.The orthometric height was determined by differential leveling
 JA0460.and adjusted by the National Geodetic Survey in June 1991..
 JA0460
 JA0460.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0460.See file dsdata.txt to determine how the superseded data were derived.
 JA0460
 JA0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH728080(NAD 83)
 JA0460_MARKER: DB = BENCH MARK DISK
 JA0460_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0460_SP_SET: 86 FEET
 JA0460_STAMPING: J 306 1964
 JA0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0460
 JA0460  HISTORY     - Date     Condition        Report By
 JA0460  HISTORY     - 1964     MONUMENTED       CGS
 JA0460  HISTORY     - 1965     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1965
 JA0460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0659 ***********************************************************************
 JA0659  DESIGNATION -  J 309
 JA0659  PID         -  JA0659
 JA0659  STATE/COUNTY-  IN/LAWRENCE
 JA0659  USGS QUAD   -  HURON (1993)
 JA0659
 JA0659                         *CURRENT SURVEY CONTROL
 JA0659  ___________________________________________________________________
 JA0659* NAD 83(1986)-  38 43 06.     (N)    086 38 09.     (W)     SCALED    
 JA0659* NAVD 88     -       178.854  (meters)     586.79   (feet)  ADJUSTED  
 JA0659  ___________________________________________________________________
 JA0659  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JA0659  DYNAMIC HT  -         178.739 (meters)     586.41  (feet)  COMP
 JA0659  MODELED GRAV-     979,984.3   (mgal)                       NAVD 88
 JA0659
 JA0659  VERT ORDER  -  FIRST     CLASS II
 JA0659
 JA0659.The horizontal coordinates were scaled from a topographic map and have
 JA0659.an estimated accuracy of +/- 6 seconds.
 JA0659
 JA0659.The orthometric height was determined by differential leveling
 JA0659.and adjusted by the National Geodetic Survey in June 1991..
 JA0659
 JA0659.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0659.See file dsdata.txt to determine how the superseded data were derived.
 JA0659
 JA0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH316855(NAD 83)
 JA0659_MARKER: DB = BENCH MARK DISK
 JA0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0659_STAMPING: J 309 1965
 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 = OCTOBER  6, 2006
 LB0731 ***********************************************************************
 LB0731  DESIGNATION -  J 31
 LB0731  PID         -  LB0731
 LB0731  STATE/COUNTY-  IN/TIPPECANOE
 LB0731  USGS QUAD   -  STOCKWELL (1980)
 LB0731
 LB0731                         *CURRENT SURVEY CONTROL
 LB0731  ___________________________________________________________________
 LB0731* NAD 83(1986)-  40 22 28.     (N)    086 49 58.     (W)     SCALED    
 LB0731* NAVD 88     -       202.167  (meters)     663.28   (feet)  ADJUSTED  
 LB0731  ___________________________________________________________________
 LB0731  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 LB0731  DYNAMIC HT  -         202.067 (meters)     662.95  (feet)  COMP
 LB0731  MODELED GRAV-     980,121.6   (mgal)                       NAVD 88
 LB0731
 LB0731  VERT ORDER  -  SECOND    CLASS 0
 LB0731
 LB0731.The horizontal coordinates were scaled from a topographic map and have
 LB0731.an estimated accuracy of +/- 6 seconds.
 LB0731
 LB0731.The orthometric height was determined by differential leveling
 LB0731.and adjusted by the National Geodetic Survey in June 1991..
 LB0731
 LB0731.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0731.See file dsdata.txt to determine how the superseded data were derived.
 LB0731
 LB0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK141693(NAD 83)
 LB0731_MARKER: DB = BENCH MARK DISK
 LB0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0731_STAMPING: J 31 1934
 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             NGS
 LB0731  HISTORY     - 1946     MARK NOT FOUND   NGS
 LB0731  HISTORY     - 20020520 MARK NOT FOUND   INDIV
 LB0731
 LB0731                          STATION DESCRIPTION
 LB0731
 LB0731'DESCRIBED BY NATIONAL 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 NATIONAL 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 = OCTOBER  6, 2006
 JA0368 ***********************************************************************
 JA0368  DESIGNATION -  J 310
 JA0368  PID         -  JA0368
 JA0368  STATE/COUNTY-  IN/ORANGE
 JA0368  USGS QUAD   -  VALEENE (1993)
 JA0368
 JA0368                         *CURRENT SURVEY CONTROL
 JA0368  ___________________________________________________________________
 JA0368* NAD 83(1986)-  38 28 37.     (N)    086 26 56.     (W)     SCALED    
 JA0368* NAVD 88     -       195.653  (meters)     641.90   (feet)  ADJUSTED  
 JA0368  ___________________________________________________________________
 JA0368  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JA0368  DYNAMIC HT  -         195.516 (meters)     641.46  (feet)  COMP
 JA0368  MODELED GRAV-     979,926.6   (mgal)                       NAVD 88
 JA0368
 JA0368  VERT ORDER  -  FIRST     CLASS II
 JA0368
 JA0368.The horizontal coordinates were scaled from a topographic map and have
 JA0368.an estimated accuracy of +/- 6 seconds.
 JA0368
 JA0368.The orthometric height was determined by differential leveling
 JA0368.and adjusted by the National Geodetic Survey in June 1991..
 JA0368
 JA0368.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0368.See file dsdata.txt to determine how the superseded data were derived.
 JA0368
 JA0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH480588(NAD 83)
 JA0368_MARKER: DB = BENCH MARK DISK
 JA0368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0368_SP_SET: CULVERT
 JA0368_STAMPING: J 310 1965
 JA0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JA0713 ***********************************************************************
 JA0713  DESIGNATION -  J 311
 JA0713  PID         -  JA0713
 JA0713  STATE/COUNTY-  IN/MARTIN
 JA0713  USGS QUAD   -  SHOALS (1993)
 JA0713
 JA0713                         *CURRENT SURVEY CONTROL
 JA0713  ___________________________________________________________________
 JA0713* NAD 83(1986)-  38 40 53.     (N)    086 51 25.     (W)     SCALED    
 JA0713* NAVD 88     -       144.976  (meters)     475.64   (feet)  ADJUSTED  
 JA0713  ___________________________________________________________________
 JA0713  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JA0713  DYNAMIC HT  -         144.882 (meters)     475.33  (feet)  COMP
 JA0713  MODELED GRAV-     979,975.6   (mgal)                       NAVD 88
 JA0713
 JA0713  VERT ORDER  -  FIRST     CLASS II
 JA0713
 JA0713.The horizontal coordinates were scaled from a topographic map and have
 JA0713.an estimated accuracy of +/- 6 seconds.
 JA0713
 JA0713.The orthometric height was determined by differential leveling
 JA0713.and adjusted by the National Geodetic Survey in June 1991..
 JA0713
 JA0713.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0713.See file dsdata.txt to determine how the superseded data were derived.
 JA0713
 JA0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH124814(NAD 83)
 JA0713_MARKER: DB = BENCH MARK DISK
 JA0713_SETTING: 66 = SET IN ROCK OUTCROP
 JA0713_SP_SET: ROCK OUTCROP
 JA0713_STAMPING: J 311 1965
 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 = OCTOBER  6, 2006
 JA0246 ***********************************************************************
 JA0246  DESIGNATION -  J 312
 JA0246  PID         -  JA0246
 JA0246  STATE/COUNTY-  IN/HARRISON
 JA0246  USGS QUAD   -  DEPAUW (1994)
 JA0246
 JA0246                         *CURRENT SURVEY CONTROL
 JA0246  ___________________________________________________________________
 JA0246* NAD 83(1986)-  38 19 17.     (N)    086 08 49.     (W)     SCALED    
 JA0246* NAVD 88     -       222.449  (meters)     729.82   (feet)  ADJUSTED  
 JA0246  ___________________________________________________________________
 JA0246  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JA0246  DYNAMIC HT  -         222.294 (meters)     729.31  (feet)  COMP
 JA0246  MODELED GRAV-     979,925.9   (mgal)                       NAVD 88
 JA0246
 JA0246  VERT ORDER  -  FIRST     CLASS II
 JA0246
 JA0246.The horizontal coordinates were scaled from a topographic map and have
 JA0246.an estimated accuracy of +/- 6 seconds.
 JA0246
 JA0246.The orthometric height was determined by differential leveling
 JA0246.and adjusted by the National Geodetic Survey in June 1991..
 JA0246
 JA0246.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0246.See file dsdata.txt to determine how the superseded data were derived.
 JA0246
 JA0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH745418(NAD 83)
 JA0246_MARKER: DB = BENCH MARK DISK
 JA0246_SETTING: 66 = SET IN ROCK OUTCROP
 JA0246_SP_SET: ROCK OUTCROP
 JA0246_STAMPING: J 312 1965
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1339 ***********************************************************************
 HZ1339  DESIGNATION -  J 313
 HZ1339  PID         -  HZ1339
 HZ1339  STATE/COUNTY-  IN/FLOYD
 HZ1339  USGS QUAD   -  NEW ALBANY (1992)
 HZ1339
 HZ1339                         *CURRENT SURVEY CONTROL
 HZ1339  ___________________________________________________________________
 HZ1339* NAD 83(1986)-  38 16 24.     (N)    085 50 17.     (W)     SCALED    
 HZ1339* NAVD 88     -       136.735  (meters)     448.60   (feet)  ADJUSTED  
 HZ1339  ___________________________________________________________________
 HZ1339  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HZ1339  DYNAMIC HT  -         136.642 (meters)     448.30  (feet)  COMP
 HZ1339  MODELED GRAV-     979,946.1   (mgal)                       NAVD 88
 HZ1339
 HZ1339  VERT ORDER  -  FIRST     CLASS II
 HZ1339
 HZ1339.The horizontal coordinates were scaled from a topographic map and have
 HZ1339.an estimated accuracy of +/- 6 seconds.
 HZ1339
 HZ1339.The orthometric height was determined by differential leveling
 HZ1339.and adjusted by the National Geodetic Survey in June 1991..
 HZ1339
 HZ1339.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1339.See file dsdata.txt to determine how the superseded data were derived.
 HZ1339
 HZ1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH016367(NAD 83)
 HZ1339_MARKER: DB = BENCH MARK DISK
 HZ1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1339_STAMPING: J 313 1965
 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 = OCTOBER  6, 2006
 JA0961 ***********************************************************************
 JA0961  DESIGNATION -  J 315
 JA0961  PID         -  JA0961
 JA0961  STATE/COUNTY-  IN/DAVIESS
 JA0961  USGS QUAD   -  SANDY HOOK (1980)
 JA0961
 JA0961                         *CURRENT SURVEY CONTROL
 JA0961  ___________________________________________________________________
 JA0961* NAD 83(1986)-  38 36 07.     (N)    087 13 55.     (W)     SCALED    
 JA0961* NAVD 88     -       133.717  (meters)     438.70   (feet)  ADJUSTED  
 JA0961  ___________________________________________________________________
 JA0961  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JA0961  DYNAMIC HT  -         133.631 (meters)     438.42  (feet)  COMP
 JA0961  MODELED GRAV-     979,985.5   (mgal)                       NAVD 88
 JA0961
 JA0961  VERT ORDER  -  FIRST     CLASS II
 JA0961
 JA0961.The horizontal coordinates were scaled from a topographic map and have
 JA0961.an estimated accuracy of +/- 6 seconds.
 JA0961
 JA0961.The orthometric height was determined by differential leveling
 JA0961.and adjusted by the National Geodetic Survey in June 1991..
 JA0961
 JA0961.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0961.See file dsdata.txt to determine how the superseded data were derived.
 JA0961
 JA0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH798726(NAD 83)
 JA0961_MARKER: DB = BENCH MARK DISK
 JA0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0961_STAMPING: J 315 1965
 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 = OCTOBER  6, 2006
 JA1055 ***********************************************************************
 JA1055  DESIGNATION -  J 316
 JA1055  PID         -  JA1055
 JA1055  STATE/COUNTY-  IN/GIBSON
 JA1055  USGS QUAD   -  ELBERFELD (1988)
 JA1055
 JA1055                         *CURRENT SURVEY CONTROL
 JA1055  ___________________________________________________________________
 JA1055* NAD 83(1986)-  38 13 27.     (N)    087 25 00.     (W)     SCALED    
 JA1055* NAVD 88     -       126.557  (meters)     415.21   (feet)  ADJUSTED  
 JA1055  ___________________________________________________________________
 JA1055  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JA1055  DYNAMIC HT  -         126.472 (meters)     414.93  (feet)  COMP
 JA1055  MODELED GRAV-     979,955.9   (mgal)                       NAVD 88
 JA1055
 JA1055  VERT ORDER  -  FIRST     CLASS II
 JA1055
 JA1055.The horizontal coordinates were scaled from a topographic map and have
 JA1055.an estimated accuracy of +/- 6 seconds.
 JA1055
 JA1055.The orthometric height was determined by differential leveling
 JA1055.and adjusted by the National Geodetic Survey in June 1991..
 JA1055
 JA1055.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1055.See file dsdata.txt to determine how the superseded data were derived.
 JA1055
 JA1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH635307(NAD 83)
 JA1055_MARKER: DB = BENCH MARK DISK
 JA1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1055_STAMPING: J 316 1965
 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 = OCTOBER  6, 2006
 JA0603 ***********************************************************************
 JA0603  DESIGNATION -  J 317
 JA0603  PID         -  JA0603
 JA0603  STATE/COUNTY-  IN/SPENCER
 JA0603  USGS QUAD   -  DALE (1980)
 JA0603
 JA0603                         *CURRENT SURVEY CONTROL
 JA0603  ___________________________________________________________________
 JA0603* NAD 83(1986)-  38 12 09.     (N)    086 57 43.     (W)     SCALED    
 JA0603* NAVD 88     -       154.953  (meters)     508.38   (feet)  ADJUSTED  
 JA0603  ___________________________________________________________________
 JA0603  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 JA0603  DYNAMIC HT  -         154.848 (meters)     508.03  (feet)  COMP
 JA0603  MODELED GRAV-     979,952.7   (mgal)                       NAVD 88
 JA0603
 JA0603  VERT ORDER  -  FIRST     CLASS II
 JA0603
 JA0603.The horizontal coordinates were scaled from a topographic map and have
 JA0603.an estimated accuracy of +/- 6 seconds.
 JA0603
 JA0603.The orthometric height was determined by differential leveling
 JA0603.and adjusted by the National Geodetic Survey in June 1991..
 JA0603
 JA0603.The geoid height was determined by GEOID03.
 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     -   327,980.      910,630.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0603.See file dsdata.txt to determine how the superseded data were derived.
 JA0603
 JA0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH033282(NAD 83)
 JA0603_MARKER: DB = BENCH MARK DISK
 JA0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0603_STAMPING: J 317 1965
 JA0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0603+STABILITY: SURFACE MOTION
 JA0603_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JA0603+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 JA0603
 JA0603  HISTORY     - Date     Condition        Report By
 JA0603  HISTORY     - 1965     MONUMENTED       CGS
 JA0603  HISTORY     - 20030610 GOOD             INDIV
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA0694 ***********************************************************************
 HA0694  DESIGNATION -  J 318 RESET 1973
 HA0694  PID         -  HA0694
 HA0694  STATE/COUNTY-  IN/SPENCER
 HA0694  USGS QUAD   -  ROCKPORT (1982)
 HA0694
 HA0694                         *CURRENT SURVEY CONTROL
 HA0694  ___________________________________________________________________
 HA0694* NAD 83(1986)-  37 53 18.     (N)    087 02 56.     (W)     SCALED    
 HA0694* NAVD 88     -       119.09   (meters)     390.7    (feet)  RESET     
 HA0694  ___________________________________________________________________
 HA0694  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 HA0694
 HA0694  VERT ORDER  -  THIRD
 HA0694
 HA0694.The horizontal coordinates were scaled from a topographic map and have
 HA0694.an estimated accuracy of +/- 6 seconds.
 HA0694
 HA0694.The orthometric height was computed from unverified reset data.
 HA0694
 HA0694.The geoid height was determined by GEOID03.
 HA0694
 HA0694;                    North         East    Units  Estimated Accuracy
 HA0694;SPC IN W     -   293,100.      903,030.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0694.See file dsdata.txt to determine how the superseded data were derived.
 HA0694
 HA0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG957934(NAD 83)
 HA0694_MARKER: DB = BENCH MARK DISK
 HA0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0694_STAMPING: J 318 RESET 1973
 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 = OCTOBER  6, 2006
 HZ0791 ***********************************************************************
 HZ0791  DESIGNATION -  J 319
 HZ0791  PID         -  HZ0791
 HZ0791  STATE/COUNTY-  IN/SWITZERLAND
 HZ0791  USGS QUAD   -  RISING SUN (1994)
 HZ0791
 HZ0791                         *CURRENT SURVEY CONTROL
 HZ0791  ___________________________________________________________________
 HZ0791* NAD 83(1986)-  38 53 44.     (N)    084 51 12.     (W)     SCALED    
 HZ0791* NAVD 88     -       145.375  (meters)     476.95   (feet)  ADJUSTED  
 HZ0791  ___________________________________________________________________
 HZ0791  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 HZ0791  DYNAMIC HT  -         145.281 (meters)     476.64  (feet)  COMP
 HZ0791  MODELED GRAV-     979,981.6   (mgal)                       NAVD 88
 HZ0791
 HZ0791  VERT ORDER  -  FIRST     CLASS II
 HZ0791
 HZ0791.The horizontal coordinates were scaled from a topographic map and have
 HZ0791.an estimated accuracy of +/- 6 seconds.
 HZ0791
 HZ0791.The orthometric height was determined by differential leveling
 HZ0791.and adjusted by the National Geodetic Survey in June 1991..
 HZ0791
 HZ0791.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0791.See file dsdata.txt to determine how the superseded data were derived.
 HZ0791
 HZ0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ861073(NAD 83)
 HZ0791_MARKER: DB = BENCH MARK DISK
 HZ0791_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0791_SP_SET: CULVERT
 HZ0791_STAMPING: J 319 1965
 HZ0791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0748 ***********************************************************************
 LB0748  DESIGNATION -  J 32
 LB0748  PID         -  LB0748
 LB0748  STATE/COUNTY-  IN/CLINTON
 LB0748  USGS QUAD   -  FRANKFORT (1991)
 LB0748
 LB0748                         *CURRENT SURVEY CONTROL
 LB0748  ___________________________________________________________________
 LB0748* NAD 83(1986)-  40 15 59.     (N)    086 32 37.     (W)     SCALED    
 LB0748* NAVD 88     -       263.314  (meters)     863.89   (feet)  ADJUSTED  
 LB0748  ___________________________________________________________________
 LB0748  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 LB0748  DYNAMIC HT  -         263.176 (meters)     863.44  (feet)  COMP
 LB0748  MODELED GRAV-     980,094.4   (mgal)                       NAVD 88
 LB0748
 LB0748  VERT ORDER  -  SECOND    CLASS 0
 LB0748
 LB0748.The horizontal coordinates were scaled from a topographic map and have
 LB0748.an estimated accuracy of +/- 6 seconds.
 LB0748
 LB0748.The orthometric height was determined by differential leveling
 LB0748.and adjusted by the National Geodetic Survey in June 1991..
 LB0748
 LB0748.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0748.See file dsdata.txt to determine how the superseded data were derived.
 LB0748
 LB0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK388574(NAD 83)
 LB0748_MARKER: DB = BENCH MARK DISK
 LB0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0748_SP_SET: CONCRETE POST
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1033 ***********************************************************************
 HZ1033  DESIGNATION -  J 320
 HZ1033  PID         -  HZ1033
 HZ1033  STATE/COUNTY-  IN/SWITZERLAND
 HZ1033  USGS QUAD   -  CARROLLTON (1994)
 HZ1033
 HZ1033                         *CURRENT SURVEY CONTROL
 HZ1033  ___________________________________________________________________
 HZ1033* NAD 83(1986)-  38 42 20.     (N)    085 08 09.     (W)     SCALED    
 HZ1033* NAVD 88     -       142.380  (meters)     467.12   (feet)  ADJUSTED  
 HZ1033  ___________________________________________________________________
 HZ1033  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HZ1033  DYNAMIC HT  -         142.288 (meters)     466.82  (feet)  COMP
 HZ1033  MODELED GRAV-     979,977.1   (mgal)                       NAVD 88
 HZ1033
 HZ1033  VERT ORDER  -  FIRST     CLASS II
 HZ1033
 HZ1033.The horizontal coordinates were scaled from a topographic map and have
 HZ1033.an estimated accuracy of +/- 6 seconds.
 HZ1033
 HZ1033.The orthometric height was determined by differential leveling
 HZ1033.and adjusted by the National Geodetic Survey in June 1991..
 HZ1033
 HZ1033.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1033.See file dsdata.txt to determine how the superseded data were derived.
 HZ1033
 HZ1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH620857(NAD 83)
 HZ1033_MARKER: DB = BENCH MARK DISK
 HZ1033_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ1033_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HZ1033_STAMPING: J 320 1965
 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 = OCTOBER  6, 2006
 HZ1068 ***********************************************************************
 HZ1068  DESIGNATION -  J 321
 HZ1068  PID         -  HZ1068
 HZ1068  STATE/COUNTY-  IN/JEFFERSON
 HZ1068  USGS QUAD   -  MADISON WEST (1993)
 HZ1068
 HZ1068                         *CURRENT SURVEY CONTROL
 HZ1068  ___________________________________________________________________
 HZ1068* NAD 83(1986)-  38 43 00.     (N)    085 28 15.     (W)     SCALED    
 HZ1068* NAVD 88     -       237.214  (meters)     778.26   (feet)  ADJUSTED  
 HZ1068  ___________________________________________________________________
 HZ1068  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HZ1068  DYNAMIC HT  -         237.058 (meters)     777.75  (feet)  COMP
 HZ1068  MODELED GRAV-     979,963.9   (mgal)                       NAVD 88
 HZ1068
 HZ1068  VERT ORDER  -  FIRST     CLASS II
 HZ1068
 HZ1068.The horizontal coordinates were scaled from a topographic map and have
 HZ1068.an estimated accuracy of +/- 6 seconds.
 HZ1068
 HZ1068.The orthometric height was determined by differential leveling
 HZ1068.and adjusted by the National Geodetic Survey in June 1991..
 HZ1068
 HZ1068.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1068.See file dsdata.txt to determine how the superseded data were derived.
 HZ1068
 HZ1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH329864(NAD 83)
 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_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1068
 HZ1068  HISTORY     - Date     Condition        Report By
 HZ1068  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1621 ***********************************************************************
 HZ1621  DESIGNATION -  J 322
 HZ1621  PID         -  HZ1621
 HZ1621  STATE/COUNTY-  IN/CLARK
 HZ1621  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ1621
 HZ1621                         *CURRENT SURVEY CONTROL
 HZ1621  ___________________________________________________________________
 HZ1621* NAD 83(1986)-  38 21 50.     (N)    085 38 22.     (W)     SCALED    
 HZ1621* NAVD 88     -       138.624  (meters)     454.80   (feet)  ADJUSTED  
 HZ1621  ___________________________________________________________________
 HZ1621  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 HZ1621  DYNAMIC HT  -         138.531 (meters)     454.50  (feet)  COMP
 HZ1621  MODELED GRAV-     979,960.2   (mgal)                       NAVD 88
 HZ1621
 HZ1621  VERT ORDER  -  FIRST     CLASS II
 HZ1621
 HZ1621.The horizontal coordinates were scaled from a topographic map and have
 HZ1621.an estimated accuracy of +/- 6 seconds.
 HZ1621
 HZ1621.The orthometric height was determined by differential leveling
 HZ1621.and adjusted by the National Geodetic Survey in June 1991..
 HZ1621
 HZ1621.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1621.See file dsdata.txt to determine how the superseded data were derived.
 HZ1621
 HZ1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH188470(NAD 83)
 HZ1621_MARKER: DB = BENCH MARK DISK
 HZ1621_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1621_SP_SET: CONCRETE METER PIT
 HZ1621_STAMPING: J 322 1965
 HZ1621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  6, 2006
 HZ1577 ***********************************************************************
 HZ1577  DESIGNATION -  J 323
 HZ1577  PID         -  HZ1577
 HZ1577  STATE/COUNTY-  IN/FLOYD
 HZ1577  USGS QUAD   -  LANESVILLE (1993)
 HZ1577
 HZ1577                         *CURRENT SURVEY CONTROL
 HZ1577  ___________________________________________________________________
 HZ1577* NAD 83(1986)-  38 10 54.     (N)    085 53 57.     (W)     SCALED    
 HZ1577* NAVD 88     -       130.911  (meters)     429.50   (feet)  ADJUSTED  
 HZ1577  ___________________________________________________________________
 HZ1577  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 HZ1577  DYNAMIC HT  -         130.822 (meters)     429.21  (feet)  COMP
 HZ1577  MODELED GRAV-     979,944.8   (mgal)                       NAVD 88
 HZ1577
 HZ1577  VERT ORDER  -  FIRST     CLASS II
 HZ1577
 HZ1577.The horizontal coordinates were scaled from a topographic map and have
 HZ1577.an estimated accuracy of +/- 6 seconds.
 HZ1577
 HZ1577.The orthometric height was determined by differential leveling
 HZ1577.and adjusted by the National Geodetic Survey in June 1991..
 HZ1577
 HZ1577.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1577.See file dsdata.txt to determine how the superseded data were derived.
 HZ1577
 HZ1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH964265(NAD 83)
 HZ1577_MARKER: DB = BENCH MARK DISK
 HZ1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1577_STAMPING: J 323 1965
 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 = OCTOBER  6, 2006
 JA0458 ***********************************************************************
 JA0458  DESIGNATION -  J 324
 JA0458  PID         -  JA0458
 JA0458  STATE/COUNTY-  IN/HARRISON
 JA0458  USGS QUAD   -  MAUCKPORT (1994)
 JA0458
 JA0458                         *CURRENT SURVEY CONTROL
 JA0458  ___________________________________________________________________
 JA0458* NAD 83(1986)-  38 01 13.     (N)    086 09 18.     (W)     SCALED    
 JA0458* NAVD 88     -       189.202  (meters)     620.74   (feet)  ADJUSTED  
 JA0458  ___________________________________________________________________
 JA0458  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JA0458  DYNAMIC HT  -         189.069 (meters)     620.30  (feet)  COMP
 JA0458  MODELED GRAV-     979,920.7   (mgal)                       NAVD 88
 JA0458
 JA0458  VERT ORDER  -  FIRST     CLASS II
 JA0458
 JA0458.The horizontal coordinates were scaled from a topographic map and have
 JA0458.an estimated accuracy of +/- 6 seconds.
 JA0458
 JA0458.The orthometric height was determined by differential leveling
 JA0458.and adjusted by the National Geodetic Survey in June 1991..
 JA0458
 JA0458.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0458.See file dsdata.txt to determine how the superseded data were derived.
 JA0458
 JA0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH741084(NAD 83)
 JA0458_MARKER: DB = BENCH MARK DISK
 JA0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0458_STAMPING: J 324 1965
 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 = OCTOBER  6, 2006
 HA1104 ***********************************************************************
 HA1104  DESIGNATION -  J 325
 HA1104  PID         -  HA1104
 HA1104  STATE/COUNTY-  IN/VANDERBURGH
 HA1104  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1104
 HA1104                         *CURRENT SURVEY CONTROL
 HA1104  ___________________________________________________________________
 HA1104* NAD 83(1986)-  37 54 22.     (N)    087 37 26.     (W)     SCALED    
 HA1104* NAVD 88     -       112.602  (meters)     369.43   (feet)  ADJUSTED  
 HA1104  ___________________________________________________________________
 HA1104  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HA1104  DYNAMIC HT  -         112.524 (meters)     369.17  (feet)  COMP
 HA1104  MODELED GRAV-     979,937.1   (mgal)                       NAVD 88
 HA1104
 HA1104  VERT ORDER  -  FIRST     CLASS II
 HA1104
 HA1104.The horizontal coordinates were scaled from a topographic map and have
 HA1104.an estimated accuracy of +/- 6 seconds.
 HA1104
 HA1104.The orthometric height was determined by differential leveling
 HA1104.and adjusted by the National Geodetic Survey in June 1991..
 HA1104
 HA1104.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1104.See file dsdata.txt to determine how the superseded data were derived.
 HA1104
 HA1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG451955(NAD 83)
 HA1104_MARKER: DB = BENCH MARK DISK
 HA1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA1104_STAMPING: J 325 1965
 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 = OCTOBER  6, 2006
 HA0716 ***********************************************************************
 HA0716  DESIGNATION -  J 326
 HA0716  PID         -  HA0716
 HA0716  STATE/COUNTY-  IN/WARRICK
 HA0716  USGS QUAD   -  NEWBURGH (1980)
 HA0716
 HA0716                         *CURRENT SURVEY CONTROL
 HA0716  ___________________________________________________________________
 HA0716* NAD 83(1986)-  37 56 21.     (N)    087 23 22.     (W)     SCALED    
 HA0716* NAVD 88     -       127.807  (meters)     419.31   (feet)  ADJUSTED  
 HA0716  ___________________________________________________________________
 HA0716  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HA0716  DYNAMIC HT  -         127.720 (meters)     419.03  (feet)  COMP
 HA0716  MODELED GRAV-     979,941.6   (mgal)                       NAVD 88
 HA0716
 HA0716  VERT ORDER  -  FIRST     CLASS II
 HA0716
 HA0716.The horizontal coordinates were scaled from a topographic map and have
 HA0716.an estimated accuracy of +/- 6 seconds.
 HA0716
 HA0716.The orthometric height was determined by differential leveling
 HA0716.and adjusted by the National Geodetic Survey in June 1991..
 HA0716
 HA0716.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0716.See file dsdata.txt to determine how the superseded data were derived.
 HA0716
 HA0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG657991(NAD 83)
 HA0716_MARKER: DB = BENCH MARK DISK
 HA0716_SETTING: 66 = SET IN ROCK OUTCROP
 HA0716_SP_SET: ROCK OUTCROP
 HA0716_STAMPING: J 326 1965
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0510 ***********************************************************************
 JA0510  DESIGNATION -  J 327
 JA0510  PID         -  JA0510
 JA0510  STATE/COUNTY-  IN/PERRY
 JA0510  USGS QUAD   -  ALTON (1993)
 JA0510
 JA0510                         *CURRENT SURVEY CONTROL
 JA0510  ___________________________________________________________________
 JA0510* NAD 83(1986)-  38 05 52.     (N)    086 29 32.     (W)     SCALED    
 JA0510* NAVD 88     -       191.809  (meters)     629.29   (feet)  ADJUSTED  
 JA0510  ___________________________________________________________________
 JA0510  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JA0510  DYNAMIC HT  -         191.672 (meters)     628.84  (feet)  COMP
 JA0510  MODELED GRAV-     979,911.3   (mgal)                       NAVD 88
 JA0510
 JA0510  VERT ORDER  -  FIRST     CLASS II
 JA0510
 JA0510.The horizontal coordinates were scaled from a topographic map and have
 JA0510.an estimated accuracy of +/- 6 seconds.
 JA0510
 JA0510.The orthometric height was determined by differential leveling
 JA0510.and adjusted by the National Geodetic Survey in June 1991..
 JA0510
 JA0510.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0510.See file dsdata.txt to determine how the superseded data were derived.
 JA0510
 JA0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH445167(NAD 83)
 JA0510_MARKER: DB = BENCH MARK DISK
 JA0510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0510_SP_SET: ROCK OUTCROP
 JA0510_STAMPING: J 327 1965
 JA0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JA0552 ***********************************************************************
 JA0552  DESIGNATION -  J 328
 JA0552  PID         -  JA0552
 JA0552  STATE/COUNTY-  IN/DUBOIS
 JA0552  USGS QUAD   -  BIRDSEYE (1993)
 JA0552
 JA0552                         *CURRENT SURVEY CONTROL
 JA0552  ___________________________________________________________________
 JA0552* NAD 83(1986)-  38 18 12.     (N)    086 44 28.     (W)     SCALED    
 JA0552* NAVD 88     -       194.913  (meters)     639.48   (feet)  ADJUSTED  
 JA0552  ___________________________________________________________________
 JA0552  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JA0552  DYNAMIC HT  -         194.779 (meters)     639.04  (feet)  COMP
 JA0552  MODELED GRAV-     979,939.7   (mgal)                       NAVD 88
 JA0552
 JA0552  VERT ORDER  -  FIRST     CLASS II
 JA0552
 JA0552.The horizontal coordinates were scaled from a topographic map and have
 JA0552.an estimated accuracy of +/- 6 seconds.
 JA0552
 JA0552.The orthometric height was determined by differential leveling
 JA0552.and adjusted by the National Geodetic Survey in June 1991..
 JA0552
 JA0552.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0552.See file dsdata.txt to determine how the superseded data were derived.
 JA0552
 JA0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH226395(NAD 83)
 JA0552_MARKER: DB = BENCH MARK DISK
 JA0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0552_STAMPING: J 328 1965
 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 = OCTOBER  6, 2006
 JA0635 ***********************************************************************
 JA0635  DESIGNATION -  J 329
 JA0635  PID         -  JA0635
 JA0635  STATE/COUNTY-  IN/SPENCER
 JA0635  USGS QUAD   -  FULDA (1978)
 JA0635
 JA0635                         *CURRENT SURVEY CONTROL
 JA0635  ___________________________________________________________________
 JA0635* NAD 83(1986)-  38 00 02.     (N)    086 49 26.     (W)     SCALED    
 JA0635* NAVD 88     -       122.398  (meters)     401.57   (feet)  ADJUSTED  
 JA0635  ___________________________________________________________________
 JA0635  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 JA0635  DYNAMIC HT  -         122.314 (meters)     401.29  (feet)  COMP
 JA0635  MODELED GRAV-     979,940.3   (mgal)                       NAVD 88
 JA0635
 JA0635  VERT ORDER  -  FIRST     CLASS II
 JA0635
 JA0635.The horizontal coordinates were scaled from a topographic map and have
 JA0635.an estimated accuracy of +/- 6 seconds.
 JA0635
 JA0635.The orthometric height was determined by differential leveling
 JA0635.and adjusted by the National Geodetic Survey in June 1991..
 JA0635
 JA0635.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0635.See file dsdata.txt to determine how the superseded data were derived.
 JA0635
 JA0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH154058(NAD 83)
 JA0635_MARKER: DB = BENCH MARK DISK
 JA0635_SETTING: 66 = SET IN ROCK OUTCROP
 JA0635_SP_SET: ROCK OUTCROP
 JA0635_STAMPING: J 329 1965
 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 = OCTOBER  6, 2006
 KA0894 ***********************************************************************
 KA0894  DESIGNATION -  J 33
 KA0894  PID         -  KA0894
 KA0894  STATE/COUNTY-  IN/PARKE
 KA0894  USGS QUAD   -  ROCKVILLE (1978)
 KA0894
 KA0894                         *CURRENT SURVEY CONTROL
 KA0894  ___________________________________________________________________
 KA0894* NAD 83(1986)-  39 48 48.     (N)    087 08 00.     (W)     SCALED    
 KA0894* NAVD 88     -       184.773  (meters)     606.21   (feet)  ADJUSTED  
 KA0894  ___________________________________________________________________
 KA0894  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KA0894  DYNAMIC HT  -         184.668 (meters)     605.86  (feet)  COMP
 KA0894  MODELED GRAV-     980,057.1   (mgal)                       NAVD 88
 KA0894
 KA0894  VERT ORDER  -  SECOND    CLASS 0
 KA0894
 KA0894.The horizontal coordinates were scaled from a topographic map and have
 KA0894.an estimated accuracy of +/- 6 seconds.
 KA0894
 KA0894.The orthometric height was determined by differential leveling
 KA0894.and adjusted by the National Geodetic Survey in June 1991..
 KA0894
 KA0894.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0894.See file dsdata.txt to determine how the superseded data were derived.
 KA0894
 KA0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK885070(NAD 83)
 KA0894_MARKER: DB = BENCH MARK DISK
 KA0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0894_STAMPING: J 33 1934
 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             NGS
 KA0894
 KA0894                          STATION DESCRIPTION
 KA0894
 KA0894'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA0499 ***********************************************************************
 HA0499  DESIGNATION -  J 330
 HA0499  PID         -  HA0499
 HA0499  STATE/COUNTY-  IN/PERRY
 HA0499  USGS QUAD   -  ROME (1993)
 HA0499
 HA0499                         *CURRENT SURVEY CONTROL
 HA0499  ___________________________________________________________________
 HA0499* NAD 83(1986)-  37 55 42.     (N)    086 31 59.     (W)     SCALED    
 HA0499* NAVD 88     -       129.820  (meters)     425.92   (feet)  ADJUSTED  
 HA0499  ___________________________________________________________________
 HA0499  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HA0499  DYNAMIC HT  -         129.727 (meters)     425.61  (feet)  COMP
 HA0499  MODELED GRAV-     979,911.4   (mgal)                       NAVD 88
 HA0499
 HA0499  VERT ORDER  -  FIRST     CLASS II
 HA0499
 HA0499.The horizontal coordinates were scaled from a topographic map and have
 HA0499.an estimated accuracy of +/- 6 seconds.
 HA0499
 HA0499.The orthometric height was determined by differential leveling
 HA0499.and adjusted by the National Geodetic Survey in June 1991..
 HA0499
 HA0499.The geoid height was determined by GEOID03.
 HA0499
 HA0499.The dynamic height is computed by dividing the NAVD 88
 HA0499.geopotential number by the normal gravity value computed on the
 HA0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA0499.degrees latitude (g = 980.6199 gals.).
 HA0499
 HA0499.The modeled gravity was interpolated from observed gravity values.
 HA0499
 HA0499;                    North         East    Units  Estimated Accuracy
 HA0499;SPC IN W     -   297,680.      948,380.      MT  (+/- 180 meters Scaled)
 HA0499
 HA0499                          SUPERSEDED SURVEY CONTROL
 HA0499
 HA0499  NGVD 29 (??/??/92)  129.924  (m)          426.26   (f) ADJ UNCH    1 2
 HA0499
 HA0499.Superseded values are not recommended for survey control.
 HA0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0499.See file dsdata.txt to determine how the superseded data were derived.
 HA0499
 HA0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG410979(NAD 83)
 HA0499_MARKER: DB = BENCH MARK DISK
 HA0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0499_STAMPING: J 330 1965
 HA0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0499+STABILITY: SURFACE MOTION
 HA0499
 HA0499  HISTORY     - Date     Condition        Report By
 HA0499  HISTORY     - 1965     MONUMENTED       CGS
 HA0499
 HA0499                          STATION DESCRIPTION
 HA0499
 HA0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA0499'0.8 MI NW FROM ROME.
 HA0499'ABOUT 0.8 MILE NORTHWEST ALONG A PAVED ROAD FROM THE SCHOOLHOUSE
 HA0499'AT ROME, IN SECTION 5, T 7 S, R 1 W, AT A JUNCTION OF THE PAVED
 HA0499'ROAD AND STATE HIGHWAY 66, IN THE CENTER OF A TRIANGULAR PLOT
 HA0499'OF GROUND IN THE CENTER OF THE ROAD JUNCTION, 43 FEET SOUTH
 HA0499'OF THE CENTER LINE OF THE HIGHWAY 27 FEET NORTH OF THE CENTER
 HA0499'LINE OF A PAVED ROAD, 19 FEET WEST OF THE CENTER LINE OF A PAVED
 HA0499'ROAD, 3 FEET SOUTHEAST OF A HIGHWAY STOP SIGN, 2.3 FEET NORTHWEST
 HA0499'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF STATE
 HA0499'HIGHWAY 66, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HA0499'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0990 ***********************************************************************
 JA0990  DESIGNATION -  J 331
 JA0990  PID         -  JA0990
 JA0990  STATE/COUNTY-  IN/PIKE
 JA0990  USGS QUAD   -  AUGUSTA (1989)
 JA0990
 JA0990                         *CURRENT SURVEY CONTROL
 JA0990  ___________________________________________________________________
 JA0990* NAD 83(1986)-  38 21 36.     (N)    087 07 39.     (W)     SCALED    
 JA0990* NAVD 88     -       134.091  (meters)     439.93   (feet)  ADJUSTED  
 JA0990  ___________________________________________________________________
 JA0990  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 JA0990  DYNAMIC HT  -         134.002 (meters)     439.64  (feet)  COMP
 JA0990  MODELED GRAV-     979,965.9   (mgal)                       NAVD 88
 JA0990
 JA0990  VERT ORDER  -  FIRST     CLASS II
 JA0990
 JA0990.The horizontal coordinates were scaled from a topographic map and have
 JA0990.an estimated accuracy of +/- 6 seconds.
 JA0990
 JA0990.The orthometric height was determined by differential leveling
 JA0990.and adjusted by the National Geodetic Survey in June 1991..
 JA0990
 JA0990.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0990.See file dsdata.txt to determine how the superseded data were derived.
 JA0990
 JA0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH888457(NAD 83)
 JA0990_MARKER: DB = BENCH MARK DISK
 JA0990_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0990_SP_SET: BRIDGE
 JA0990_STAMPING: J 331 1965
 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 = OCTOBER  6, 2006
 JA1122 ***********************************************************************
 JA1122  DESIGNATION -  J 332
 JA1122  PID         -  JA1122
 JA1122  STATE/COUNTY-  IN/GIBSON
 JA1122  USGS QUAD   -  PRINCETON (1989)
 JA1122
 JA1122                         *CURRENT SURVEY CONTROL
 JA1122  ___________________________________________________________________
 JA1122* NAD 83(1986)-  38 20 00.     (N)    087 31 19.     (W)     SCALED    
 JA1122* NAVD 88     -       146.677  (meters)     481.22   (feet)  ADJUSTED  
 JA1122  ___________________________________________________________________
 JA1122  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JA1122  DYNAMIC HT  -         146.580 (meters)     480.90  (feet)  COMP
 JA1122  MODELED GRAV-     979,963.6   (mgal)                       NAVD 88
 JA1122
 JA1122  VERT ORDER  -  FIRST     CLASS II
 JA1122
 JA1122.The horizontal coordinates were scaled from a topographic map and have
 JA1122.an estimated accuracy of +/- 6 seconds.
 JA1122
 JA1122.The orthometric height was determined by differential leveling
 JA1122.and adjusted by the National Geodetic Survey in June 1991..
 JA1122
 JA1122.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1122.See file dsdata.txt to determine how the superseded data were derived.
 JA1122
 JA1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH543429(NAD 83)
 JA1122_MARKER: DB = BENCH MARK DISK
 JA1122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA1122_SP_SET: CULVERT
 JA1122_STAMPING: J 332 1965
 JA1122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 MD1010 ***********************************************************************
 MD1010  DESIGNATION -  J 333
 MD1010  PID         -  MD1010
 MD1010  STATE/COUNTY-  IN/KOSCIUSKO
 MD1010  USGS QUAD   -  WARSAW (1994)
 MD1010
 MD1010                         *CURRENT SURVEY CONTROL
 MD1010  ___________________________________________________________________
 MD1010* NAD 83(1986)-  41 13 34.     (N)    085 47 41.     (W)     SCALED    
 MD1010* NAVD 88     -       263.757  (meters)     865.34   (feet)  ADJUSTED  
 MD1010  ___________________________________________________________________
 MD1010  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MD1010  DYNAMIC HT  -         263.644 (meters)     864.97  (feet)  COMP
 MD1010  MODELED GRAV-     980,190.6   (mgal)                       NAVD 88
 MD1010
 MD1010  VERT ORDER  -  FIRST     CLASS I
 MD1010
 MD1010.The horizontal coordinates were scaled from a topographic map and have
 MD1010.an estimated accuracy of +/- 6 seconds.
 MD1010
 MD1010.The orthometric height was determined by differential leveling
 MD1010.and adjusted by the National Geodetic Survey in June 1991..
 MD1010
 MD1010.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1010
 MD1010  NGVD 29 (01/19/93)  263.890  (m)          865.78   (f) ADJUSTED    1 1
 MD1010
 MD1010.Superseded values are not recommended for survey control.
 MD1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1010.See file dsdata.txt to determine how the superseded data were derived.
 MD1010
 MD1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL010645(NAD 83)
 MD1010_MARKER: DB = BENCH MARK DISK
 MD1010_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD1010_SP_SET: COPPER-CLAD STEEL ROD
 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 50 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 = OCTOBER  6, 2006
 ME0263 ***********************************************************************
 ME0263  DESIGNATION -  J 334
 ME0263  PID         -  ME0263
 ME0263  STATE/COUNTY-  IN/MARSHALL
 ME0263  USGS QUAD   -  PLYMOUTH (1980)
 ME0263
 ME0263                         *CURRENT SURVEY CONTROL
 ME0263  ___________________________________________________________________
 ME0263* NAD 83(1986)-  41 19 58.     (N)    086 16 30.     (W)     SCALED    
 ME0263* NAVD 88     -       256.819  (meters)     842.58   (feet)  ADJUSTED  
 ME0263  ___________________________________________________________________
 ME0263  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0263  DYNAMIC HT  -         256.711 (meters)     842.23  (feet)  COMP
 ME0263  MODELED GRAV-     980,196.0   (mgal)                       NAVD 88
 ME0263
 ME0263  VERT ORDER  -  FIRST     CLASS I
 ME0263
 ME0263.The horizontal coordinates were scaled from a topographic map and have
 ME0263.an estimated accuracy of +/- 6 seconds.
 ME0263
 ME0263.The orthometric height was determined by differential leveling
 ME0263.and adjusted by the National Geodetic Survey in June 1991..
 ME0263
 ME0263.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0263
 ME0263  NGVD 29 (01/19/93)  256.941  (m)          842.98   (f) ADJUSTED    1 1
 ME0263
 ME0263.Superseded values are not recommended for survey control.
 ME0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0263.See file dsdata.txt to determine how the superseded data were derived.
 ME0263
 ME0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL606759(NAD 83)
 ME0263_MARKER: DB = BENCH MARK DISK
 ME0263_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 ME0263_SP_SET: PIER
 ME0263_STAMPING: J 334 1968
 ME0263_MARK LOGO: CGS   
 ME0263_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME0263+STABILITY: 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 = OCTOBER  6, 2006
 ME0278 ***********************************************************************
 ME0278  DESIGNATION -  J 335
 ME0278  PID         -  ME0278
 ME0278  STATE/COUNTY-  IN/MARSHALL
 ME0278  USGS QUAD   -  PLYMOUTH (1980)
 ME0278
 ME0278                         *CURRENT SURVEY CONTROL
 ME0278  ___________________________________________________________________
 ME0278* NAD 83(1986)-  41 20 51.     (N)    086 22 00.     (W)     SCALED    
 ME0278* NAVD 88     -       249.860  (meters)     819.75   (feet)  ADJUSTED  
 ME0278  ___________________________________________________________________
 ME0278  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0278  DYNAMIC HT  -         249.757 (meters)     819.41  (feet)  COMP
 ME0278  MODELED GRAV-     980,203.5   (mgal)                       NAVD 88
 ME0278
 ME0278  VERT ORDER  -  FIRST     CLASS I
 ME0278
 ME0278.The horizontal coordinates were scaled from a topographic map and have
 ME0278.an estimated accuracy of +/- 6 seconds.
 ME0278
 ME0278.The orthometric height was determined by differential leveling
 ME0278.and adjusted by the National Geodetic Survey in June 1991..
 ME0278
 ME0278.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0278
 ME0278  NGVD 29 (01/19/93)  249.977  (m)          820.13   (f) ADJUSTED    1 1
 ME0278
 ME0278.Superseded values are not recommended for survey control.
 ME0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0278.See file dsdata.txt to determine how the superseded data were derived.
 ME0278
 ME0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL529775(NAD 83)
 ME0278_MARKER: DB = BENCH MARK DISK
 ME0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0278_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 ME1213 ***********************************************************************
 ME1213  DESIGNATION -  J 336
 ME1213  PID         -  ME1213
 ME1213  STATE/COUNTY-  IN/PORTER
 ME1213  USGS QUAD   -  VALPARAISO (1992)
 ME1213
 ME1213                         *CURRENT SURVEY CONTROL
 ME1213  ___________________________________________________________________
 ME1213* NAD 83(1986)-  41 28 17.     (N)    087 04 30.     (W)     SCALED    
 ME1213* NAVD 88     -       225.663  (meters)     740.36   (feet)  ADJUSTED  
 ME1213  ___________________________________________________________________
 ME1213  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 ME1213  DYNAMIC HT  -         225.574 (meters)     740.07  (feet)  COMP
 ME1213  MODELED GRAV-     980,221.8   (mgal)                       NAVD 88
 ME1213
 ME1213  VERT ORDER  -  FIRST     CLASS I
 ME1213
 ME1213.The horizontal coordinates were scaled from a topographic map and have
 ME1213.an estimated accuracy of +/- 6 seconds.
 ME1213
 ME1213.The orthometric height was determined by differential leveling
 ME1213.and adjusted by the National Geodetic Survey in June 1991..
 ME1213
 ME1213.The geoid height was determined by GEOID03.
 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     -   690,910.      900,700.      MT  (+/- 180 meters Scaled)
 ME1213
 ME1213                          SUPERSEDED SURVEY CONTROL
 ME1213
 ME1213  NGVD 29 (01/19/93)  225.755  (m)          740.66   (f) ADJUSTED    1 1
 ME1213
 ME1213.Superseded values are not recommended for survey control.
 ME1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1213.See file dsdata.txt to determine how the superseded data were derived.
 ME1213
 ME1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL937910(NAD 83)
 ME1213_MARKER: DB = BENCH MARK DISK
 ME1213_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ME1213_SP_SET: FOOTING
 ME1213_STAMPING: J 336 1968
 ME1213_MARK LOGO: CGS   
 ME1213_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1213+STABILITY: SURFACE MOTION
 ME1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1213+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1992
 ME1213
 ME1213  HISTORY     - Date     Condition        Report By
 ME1213  HISTORY     - 1968     MONUMENTED       CGS
 ME1213  HISTORY     - 19920906 GOOD             NGS
 ME1213
 ME1213                          STATION DESCRIPTION
 ME1213
 ME1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1213'AT VALPARAISO.
 ME1213'AT VALPARAISO, IN SECTION 23, R 6 W, T 35 N, 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1630 ***********************************************************************
 LB1630  DESIGNATION -  J 34
 LB1630  PID         -  LB1630
 LB1630  STATE/COUNTY-  IN/FOUNTAIN
 LB1630  USGS QUAD   -  VEEDERSBURG (1967)
 LB1630
 LB1630                         *CURRENT SURVEY CONTROL
 LB1630  ___________________________________________________________________
 LB1630* NAD 83(1986)-  40 06 43.     (N)    087 15 40.     (W)     SCALED    
 LB1630* NAVD 88     -       186.424  (meters)     611.63   (feet)  ADJUSTED  
 LB1630  ___________________________________________________________________
 LB1630  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 LB1630  DYNAMIC HT  -         186.327 (meters)     611.31  (feet)  COMP
 LB1630  MODELED GRAV-     980,100.6   (mgal)                       NAVD 88
 LB1630
 LB1630  VERT ORDER  -  SECOND    CLASS 0
 LB1630
 LB1630.The horizontal coordinates were scaled from a topographic map and have
 LB1630.an estimated accuracy of +/- 6 seconds.
 LB1630
 LB1630.The orthometric height was determined by differential leveling
 LB1630.and adjusted by the National Geodetic Survey in June 1991..
 LB1630
 LB1630.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1630.See file dsdata.txt to determine how the superseded data were derived.
 LB1630
 LB1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK777402(NAD 83)
 LB1630_MARKER: DB = BENCH MARK DISK
 LB1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1630_STAMPING: J 34 1934
 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             NGS
 LB1630
 LB1630                          STATION DESCRIPTION
 LB1630
 LB1630'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME2118 ***********************************************************************
 ME2118  DESIGNATION -  J 349
 ME2118  PID         -  ME2118
 ME2118  STATE/COUNTY-  IN/LAKE
 ME2118  USGS QUAD   -  GARY (1991)
 ME2118
 ME2118                         *CURRENT SURVEY CONTROL
 ME2118  ___________________________________________________________________
 ME2118* NAD 83(1986)-  41 36 20.     (N)    087 20 19.     (W)     SCALED    
 ME2118* NAVD 88     -       184.411  (meters)     605.02   (feet)  ADJUSTED  
 ME2118  ___________________________________________________________________
 ME2118  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME2118  DYNAMIC HT  -         184.343 (meters)     604.80  (feet)  COMP
 ME2118  MODELED GRAV-     980,251.6   (mgal)                       NAVD 88
 ME2118
 ME2118  VERT ORDER  -  FIRST     CLASS II
 ME2118
 ME2118.The horizontal coordinates were scaled from a topographic map and have
 ME2118.an estimated accuracy of +/- 6 seconds.
 ME2118
 ME2118.The orthometric height was determined by differential leveling
 ME2118.and adjusted by the National Geodetic Survey in April 1995..
 ME2118
 ME2118.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2118
 ME2118  NAVD 88 (06/15/91)  184.405  (m)          605.00   (f) UNKNOWN     1 2
 ME2118  NGVD 29 (01/19/93)  184.519  (m)          605.38   (f) ADJUSTED    1 2
 ME2118
 ME2118.Superseded values are not recommended for survey control.
 ME2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2118.See file dsdata.txt to determine how the superseded data were derived.
 ME2118
 ME2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM717060(NAD 83)
 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 = OCTOBER  6, 2006
 LA0753 ***********************************************************************
 LA0753  DESIGNATION -  J 35
 LA0753  PID         -  LA0753
 LA0753  STATE/COUNTY-  IN/ADAMS
 LA0753  USGS QUAD   -  PREBLE (1994)
 LA0753
 LA0753                         *CURRENT SURVEY CONTROL
 LA0753  ___________________________________________________________________
 LA0753* NAD 83(1986)-  40 49 57.     (N)    085 03 12.     (W)     SCALED    
 LA0753* NAVD 88     -       254.344  (meters)     834.46   (feet)  ADJUSTED  
 LA0753  ___________________________________________________________________
 LA0753  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 LA0753  DYNAMIC HT  -         254.230 (meters)     834.09  (feet)  COMP
 LA0753  MODELED GRAV-     980,166.9   (mgal)                       NAVD 88
 LA0753
 LA0753  VERT ORDER  -  SECOND    CLASS 0
 LA0753
 LA0753.The horizontal coordinates were scaled from a topographic map and have
 LA0753.an estimated accuracy of +/- 6 seconds.
 LA0753
 LA0753.The orthometric height was determined by differential leveling
 LA0753.and adjusted by the National Geodetic Survey in June 1991..
 LA0753
 LA0753.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0753.See file dsdata.txt to determine how the superseded data were derived.
 LA0753
 LA0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL641219(NAD 83)
 LA0753_MARKER: DB = BENCH MARK DISK
 LA0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0753_STAMPING: J 35 1934
 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             NGS
 LA0753
 LA0753                          STATION DESCRIPTION
 LA0753
 LA0753'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1647 ***********************************************************************
 KA1647  DESIGNATION -  J 350
 KA1647  PID         -  KA1647
 KA1647  STATE/COUNTY-  IN/MARION
 KA1647  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA1647
 KA1647                         *CURRENT SURVEY CONTROL
 KA1647  ___________________________________________________________________
 KA1647* NAD 83(1986)-  39 45 44.     (N)    086 13 30.     (W)     SCALED    
 KA1647* NAVD 88     -       220.727  (meters)     724.17   (feet)  ADJUSTED  
 KA1647  ___________________________________________________________________
 KA1647  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 KA1647  DYNAMIC HT  -         220.607 (meters)     723.77  (feet)  COMP
 KA1647  MODELED GRAV-     980,078.9   (mgal)                       NAVD 88
 KA1647
 KA1647  VERT ORDER  -  FIRST     CLASS II
 KA1647
 KA1647.The horizontal coordinates were scaled from a topographic map and have
 KA1647.an estimated accuracy of +/- 6 seconds.
 KA1647
 KA1647.The orthometric height was determined by differential leveling
 KA1647.and adjusted by the National Geodetic Survey in June 1991..
 KA1647
 KA1647.The geoid height was determined by GEOID03.
 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     -   501,270.       52,160.      MT  (+/- 180 meters Scaled)
 KA1647
 KA1647                          SUPERSEDED SURVEY CONTROL
 KA1647
 KA1647.No superseded survey control is available for this station.
 KA1647
 KA1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK663016(NAD 83)
 KA1647_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 KA1678 ***********************************************************************
 KA1678  DESIGNATION -  J 351
 KA1678  PID         -  KA1678
 KA1678  STATE/COUNTY-  IN/CLAY
 KA1678  USGS QUAD   -  BRAZIL EAST (1986)
 KA1678
 KA1678                         *CURRENT SURVEY CONTROL
 KA1678  ___________________________________________________________________
 KA1678* NAD 83(1986)-  39 32 52.     (N)    087 00 53.     (W)     SCALED    
 KA1678* NAVD 88     -       207.426  (meters)     680.53   (feet)  ADJUSTED  
 KA1678  ___________________________________________________________________
 KA1678  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KA1678  DYNAMIC HT  -         207.307 (meters)     680.14  (feet)  COMP
 KA1678  MODELED GRAV-     980,049.2   (mgal)                       NAVD 88
 KA1678
 KA1678  VERT ORDER  -  FIRST     CLASS II
 KA1678
 KA1678.The horizontal coordinates were scaled from a topographic map and have
 KA1678.an estimated accuracy of +/- 6 seconds.
 KA1678
 KA1678.The orthometric height was determined by differential leveling
 KA1678.and adjusted by the National Geodetic Survey in June 1991..
 KA1678
 KA1678.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1678
 KA1678.No superseded survey control is available for this station.
 KA1678
 KA1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ987775(NAD 83)
 KA1678_MARKER: I = METAL ROD
 KA1678_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1678_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1664 ***********************************************************************
 KA1664  DESIGNATION -  J 352
 KA1664  PID         -  KA1664
 KA1664  STATE/COUNTY-  IN/HENDRICKS
 KA1664  USGS QUAD   -  CLAYTON (1970)
 KA1664
 KA1664                         *CURRENT SURVEY CONTROL
 KA1664  ___________________________________________________________________
 KA1664* NAD 83(1986)-  39 41 43.     (N)    086 31 23.     (W)     SCALED    
 KA1664* NAVD 88     -       266.625  (meters)     874.75   (feet)  ADJUSTED  
 KA1664  ___________________________________________________________________
 KA1664  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KA1664  DYNAMIC HT  -         266.479 (meters)     874.27  (feet)  COMP
 KA1664  MODELED GRAV-     980,070.9   (mgal)                       NAVD 88
 KA1664
 KA1664  VERT ORDER  -  FIRST     CLASS II
 KA1664
 KA1664.The horizontal coordinates were scaled from a topographic map and have
 KA1664.an estimated accuracy of +/- 6 seconds.
 KA1664
 KA1664.The orthometric height was determined by differential leveling
 KA1664.and adjusted by the National Geodetic Survey in June 1991..
 KA1664
 KA1664.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1664
 KA1664.No superseded survey control is available for this station.
 KA1664
 KA1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ408940(NAD 83)
 KA1664_MARKER: I = METAL ROD
 KA1664_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1664_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1703 ***********************************************************************
 KA1703  DESIGNATION -  J 353
 KA1703  PID         -  KA1703
 KA1703  STATE/COUNTY-  IN/CLAY
 KA1703  USGS QUAD   -  CLAY CITY (1986)
 KA1703
 KA1703                         *CURRENT SURVEY CONTROL
 KA1703  ___________________________________________________________________
 KA1703* NAD 83(1986)-  39 22 01.     (N)    087 06 37.     (W)     SCALED    
 KA1703* NAVD 88     -       175.492  (meters)     575.76   (feet)  ADJUSTED  
 KA1703  ___________________________________________________________________
 KA1703  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KA1703  DYNAMIC HT  -         175.391 (meters)     575.43  (feet)  COMP
 KA1703  MODELED GRAV-     980,047.7   (mgal)                       NAVD 88
 KA1703
 KA1703  VERT ORDER  -  FIRST     CLASS II
 KA1703
 KA1703.The horizontal coordinates were scaled from a topographic map and have
 KA1703.an estimated accuracy of +/- 6 seconds.
 KA1703
 KA1703.The orthometric height was determined by differential leveling
 KA1703.and adjusted by the National Geodetic Survey in June 1991..
 KA1703
 KA1703.The geoid height was determined by GEOID03.
 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     -   457,230.      897,680.      MT  (+/- 180 meters Scaled)
 KA1703
 KA1703                          SUPERSEDED SURVEY CONTROL
 KA1703
 KA1703.No superseded survey control is available for this station.
 KA1703
 KA1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ905575(NAD 83)
 KA1703_MARKER: I = METAL ROD
 KA1703_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1703_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 JA1618 ***********************************************************************
 JA1618  DESIGNATION -  J 354
 JA1618  PID         -  JA1618
 JA1618  STATE/COUNTY-  IN/DAVIESS
 JA1618  USGS QUAD   -  EPSOM (1984)
 JA1618
 JA1618                         *CURRENT SURVEY CONTROL
 JA1618  ___________________________________________________________________
 JA1618* NAD 83(1986)-  38 51 29.     (N)    087 06 41.     (W)     SCALED    
 JA1618* NAVD 88     -       146.020  (meters)     479.07   (feet)  ADJUSTED  
 JA1618  ___________________________________________________________________
 JA1618  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JA1618  DYNAMIC HT  -         145.930 (meters)     478.77  (feet)  COMP
 JA1618  MODELED GRAV-     980,007.4   (mgal)                       NAVD 88
 JA1618
 JA1618  VERT ORDER  -  FIRST     CLASS II
 JA1618
 JA1618.The horizontal coordinates were scaled from a topographic map and have
 JA1618.an estimated accuracy of +/- 6 seconds.
 JA1618
 JA1618.The orthometric height was determined by differential leveling
 JA1618.and adjusted by the National Geodetic Survey in June 1991..
 JA1618
 JA1618.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 JA1618;SPC IN W     -   400,740.      897,570.      MT  (+/- 180 meters Scaled)
 JA1618
 JA1618                          SUPERSEDED SURVEY CONTROL
 JA1618
 JA1618.No superseded survey control is available for this station.
 JA1618
 JA1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ903010(NAD 83)
 JA1618_MARKER: I = METAL ROD
 JA1618_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1618_SP_SET: STAINLESS STEEL ROD
 JA1618_STAMPING: J 354 1985
 JA1618_MARK LOGO: NGS   
 JA1618_PROJECTION: FLUSH
 JA1618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1618+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1638 ***********************************************************************
 KA1638  DESIGNATION -  J 355
 KA1638  PID         -  KA1638
 KA1638  STATE/COUNTY-  IN/MARION
 KA1638  USGS QUAD   -  BEECH GROVE (1980)
 KA1638
 KA1638                         *CURRENT SURVEY CONTROL
 KA1638  ___________________________________________________________________
 KA1638* NAD 83(1986)-  39 43 27.     (N)    086 04 23.     (W)     SCALED    
 KA1638* NAVD 88     -       254.589  (meters)     835.26   (feet)  ADJUSTED  
 KA1638  ___________________________________________________________________
 KA1638  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KA1638  DYNAMIC HT  -         254.445 (meters)     834.79  (feet)  COMP
 KA1638  MODELED GRAV-     980,054.9   (mgal)                       NAVD 88
 KA1638
 KA1638  VERT ORDER  -  FIRST     CLASS II
 KA1638
 KA1638.The horizontal coordinates were scaled from a topographic map and have
 KA1638.an estimated accuracy of +/- 6 seconds.
 KA1638
 KA1638.The orthometric height was determined by differential leveling
 KA1638.and adjusted by the National Geodetic Survey in June 1991..
 KA1638
 KA1638.The geoid height was determined by GEOID03.
 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     -   496,970.       65,160.      MT  (+/- 180 meters Scaled)
 KA1638
 KA1638                          SUPERSEDED SURVEY CONTROL
 KA1638
 KA1638.No superseded survey control is available for this station.
 KA1638
 KA1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ794975(NAD 83)
 KA1638_MARKER: I = METAL ROD
 KA1638_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1638_SP_SET: STAINLESS STEEL ROD
 KA1638_STAMPING: J 355 1986
 KA1638_MARK LOGO: NGS   
 KA1638_PROJECTION: FLUSH
 KA1638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1638_ROD/PIPE-DEPTH: 6.7  meters
 KA1638
 KA1638  HISTORY     - Date     Condition        Report By
 KA1638  HISTORY     - 1986     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1596 ***********************************************************************
 JA1596  DESIGNATION -  J 356
 JA1596  PID         -  JA1596
 JA1596  STATE/COUNTY-  IN/GIBSON
 JA1596  USGS QUAD   -  ELBERFELD (1988)
 JA1596
 JA1596                         *CURRENT SURVEY CONTROL
 JA1596  ___________________________________________________________________
 JA1596* NAD 83(1986)-  38 12 45.     (N)    087 26 21.     (W)     SCALED    
 JA1596* NAVD 88     -       121.653  (meters)     399.12   (feet)  ADJUSTED  
 JA1596  ___________________________________________________________________
 JA1596  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 JA1596  DYNAMIC HT  -         121.572 (meters)     398.86  (feet)  COMP
 JA1596  MODELED GRAV-     979,954.4   (mgal)                       NAVD 88
 JA1596
 JA1596  VERT ORDER  -  FIRST     CLASS II
 JA1596
 JA1596.The horizontal coordinates were scaled from a topographic map and have
 JA1596.an estimated accuracy of +/- 6 seconds.
 JA1596
 JA1596.The orthometric height was determined by differential leveling
 JA1596.and adjusted by the National Geodetic Survey in June 1991..
 JA1596
 JA1596.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1596
 JA1596.No superseded survey control is available for this station.
 JA1596
 JA1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH615294(NAD 83)
 JA1596_MARKER: I = METAL ROD
 JA1596_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1596_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 JZ2844 ***********************************************************************
 JZ2844  DESIGNATION -  J 357
 JZ2844  PID         -  JZ2844
 JZ2844  STATE/COUNTY-  IN/SHELBY
 JZ2844  USGS QUAD   -  RAYS CROSSING (1993)
 JZ2844
 JZ2844                         *CURRENT SURVEY CONTROL
 JZ2844  ___________________________________________________________________
 JZ2844* NAD 83(1986)-  39 31 34.     (N)    085 44 11.     (W)     SCALED    
 JZ2844* NAVD 88     -       243.384  (meters)     798.50   (feet)  ADJUSTED  
 JZ2844  ___________________________________________________________________
 JZ2844  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ2844  DYNAMIC HT  -         243.240 (meters)     798.03  (feet)  COMP
 JZ2844  MODELED GRAV-     980,029.3   (mgal)                       NAVD 88
 JZ2844
 JZ2844  VERT ORDER  -  FIRST     CLASS II
 JZ2844
 JZ2844.The horizontal coordinates were scaled from a topographic map and have
 JZ2844.an estimated accuracy of +/- 6 seconds.
 JZ2844
 JZ2844.The orthometric height was determined by differential leveling
 JZ2844.and adjusted by the National Geodetic Survey in June 1991..
 JZ2844
 JZ2844.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ2844
 JZ2844.No superseded survey control is available for this station.
 JZ2844
 JZ2844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ086759(NAD 83)
 JZ2844_MARKER: DB = BENCH MARK 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: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ2844+STABILITY: POSITION/ELEVATION WELL
 JZ2844
 JZ2844  HISTORY     - Date     Condition        Report By
 JZ2844  HISTORY     - 1986     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2818 ***********************************************************************
 JZ2818  DESIGNATION -  J 358
 JZ2818  PID         -  JZ2818
 JZ2818  STATE/COUNTY-  IN/DECATUR
 JZ2818  USGS QUAD   -  NEW POINT (1993)
 JZ2818
 JZ2818                         *CURRENT SURVEY CONTROL
 JZ2818  ___________________________________________________________________
 JZ2818* NAD 83(1986)-  39 18 16.     (N)    085 17 39.     (W)     SCALED    
 JZ2818* NAVD 88     -       298.634  (meters)     979.77   (feet)  ADJUSTED  
 JZ2818  ___________________________________________________________________
 JZ2818  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ2818  DYNAMIC HT  -         298.447 (meters)     979.15  (feet)  COMP
 JZ2818  MODELED GRAV-     979,994.0   (mgal)                       NAVD 88
 JZ2818
 JZ2818  VERT ORDER  -  FIRST     CLASS II
 JZ2818
 JZ2818.The horizontal coordinates were scaled from a topographic map and have
 JZ2818.an estimated accuracy of +/- 6 seconds.
 JZ2818
 JZ2818.The orthometric height was determined by differential leveling
 JZ2818.and adjusted by the National Geodetic Survey in June 1991..
 JZ2818
 JZ2818.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ2818
 JZ2818.No superseded survey control is available for this station.
 JZ2818
 JZ2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ470519(NAD 83)
 JZ2818_MARKER: I = METAL ROD
 JZ2818_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2818_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 JZ2796 ***********************************************************************
 JZ2796  DESIGNATION -  J 359
 JZ2796  PID         -  JZ2796
 JZ2796  STATE/COUNTY-  IN/DEARBORN
 JZ2796  USGS QUAD   -  GUILFORD (1983)
 JZ2796
 JZ2796                         *CURRENT SURVEY CONTROL
 JZ2796  ___________________________________________________________________
 JZ2796* NAD 83(1986)-  39 09 25.     (N)    084 53 37.     (W)     SCALED    
 JZ2796* NAVD 88     -       150.363  (meters)     493.32   (feet)  ADJUSTED  
 JZ2796  ___________________________________________________________________
 JZ2796  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ2796  DYNAMIC HT  -         150.270 (meters)     493.01  (feet)  COMP
 JZ2796  MODELED GRAV-     980,011.2   (mgal)                       NAVD 88
 JZ2796
 JZ2796  VERT ORDER  -  FIRST     CLASS II
 JZ2796
 JZ2796.The horizontal coordinates were scaled from a topographic map and have
 JZ2796.an estimated accuracy of +/- 6 seconds.
 JZ2796
 JZ2796.The orthometric height was determined by differential leveling
 JZ2796.and adjusted by the National Geodetic Survey in June 1991..
 JZ2796
 JZ2796.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ2796
 JZ2796.No superseded survey control is available for this station.
 JZ2796
 JZ2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ820363(NAD 83)
 JZ2796_MARKER: I = METAL ROD
 JZ2796_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2796_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1729 ***********************************************************************
 KA1729  DESIGNATION -  J 360
 KA1729  PID         -  KA1729
 KA1729  STATE/COUNTY-  IN/VIGO
 KA1729  USGS QUAD   -  NEW GOSHEN (1986)
 KA1729
 KA1729                         *CURRENT SURVEY CONTROL
 KA1729  ___________________________________________________________________
 KA1729* NAD 83(1986)-  39 32 27.     (N)    087 26 11.     (W)     SCALED    
 KA1729* NAVD 88     -       177.845  (meters)     583.48   (feet)  ADJUSTED  
 KA1729  ___________________________________________________________________
 KA1729  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KA1729  DYNAMIC HT  -         177.744 (meters)     583.15  (feet)  COMP
 KA1729  MODELED GRAV-     980,058.7   (mgal)                       NAVD 88
 KA1729
 KA1729  VERT ORDER  -  FIRST     CLASS II
 KA1729
 KA1729.The horizontal coordinates were scaled from a topographic map and have
 KA1729.an estimated accuracy of +/- 6 seconds.
 KA1729
 KA1729.The orthometric height was determined by differential leveling
 KA1729.and adjusted by the National Geodetic Survey in June 1991..
 KA1729
 KA1729.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1729
 KA1729.No superseded survey control is available for this station.
 KA1729
 KA1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ625768(NAD 83)
 KA1729_MARKER: I = METAL ROD
 KA1729_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1729_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1755 ***********************************************************************
 KA1755  DESIGNATION -  J 361
 KA1755  PID         -  KA1755
 KA1755  STATE/COUNTY-  IN/VERMILLION
 KA1755  USGS QUAD   -  NEWPORT (1980)
 KA1755
 KA1755                         *CURRENT SURVEY CONTROL
 KA1755  ___________________________________________________________________
 KA1755* NAD 83(1986)-  39 54 58.     (N)    087 26 30.     (W)     SCALED    
 KA1755* NAVD 88     -       161.498  (meters)     529.85   (feet)  ADJUSTED  
 KA1755  ___________________________________________________________________
 KA1755  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KA1755  DYNAMIC HT  -         161.412 (meters)     529.57  (feet)  COMP
 KA1755  MODELED GRAV-     980,091.9   (mgal)                       NAVD 88
 KA1755
 KA1755  VERT ORDER  -  FIRST     CLASS II
 KA1755
 KA1755.The horizontal coordinates were scaled from a topographic map and have
 KA1755.an estimated accuracy of +/- 6 seconds.
 KA1755
 KA1755.The orthometric height was determined by differential leveling
 KA1755.and adjusted by the National Geodetic Survey in June 1991..
 KA1755
 KA1755.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1755
 KA1755.No superseded survey control is available for this station.
 KA1755
 KA1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK622185(NAD 83)
 KA1755_MARKER: I = METAL ROD
 KA1755_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1755_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 ME3391 ***********************************************************************
 ME3391  DESIGNATION -  J 367
 ME3391  PID         -  ME3391
 ME3391  STATE/COUNTY-  IN/STARKE
 ME3391  USGS QUAD   -  KNOX EAST (1969)
 ME3391
 ME3391                         *CURRENT SURVEY CONTROL
 ME3391  ___________________________________________________________________
 ME3391* NAD 83(1986)-  41 22 25.     (N)    086 31 20.     (W)     SCALED    
 ME3391* NAVD 88     -       213.974  (meters)     702.01   (feet)  ADJUSTED  
 ME3391  ___________________________________________________________________
 ME3391  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 ME3391  DYNAMIC HT  -         213.887 (meters)     701.73  (feet)  COMP
 ME3391  MODELED GRAV-     980,212.7   (mgal)                       NAVD 88
 ME3391
 ME3391  VERT ORDER  -  FIRST     CLASS II
 ME3391
 ME3391.The horizontal coordinates were scaled from a topographic map and have
 ME3391.an estimated accuracy of +/- 6 seconds.
 ME3391
 ME3391.The orthometric height was determined by differential leveling
 ME3391.and adjusted by the National Geodetic Survey in April 1995..
 ME3391
 ME3391.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3391.See file dsdata.txt to determine how the superseded data were derived.
 ME3391
 ME3391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL399803(NAD 83)
 ME3391_MARKER: I = METAL ROD
 ME3391_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME3391_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 MD1962 ***********************************************************************
 MD1962  DESIGNATION -  J 368
 MD1962  PID         -  MD1962
 MD1962  STATE/COUNTY-  IN/KOSCIUSKO
 MD1962  USGS QUAD   -  WARSAW (1994)
 MD1962
 MD1962                         *CURRENT SURVEY CONTROL
 MD1962  ___________________________________________________________________
 MD1962* NAD 83(1986)-  41 12 51.     (N)    085 45 11.     (W)     SCALED    
 MD1962* NAVD 88     -       264.928  (meters)     869.18   (feet)  ADJUSTED  
 MD1962  ___________________________________________________________________
 MD1962  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 MD1962  DYNAMIC HT  -         264.815 (meters)     868.81  (feet)  COMP
 MD1962  MODELED GRAV-     980,192.2   (mgal)                       NAVD 88
 MD1962
 MD1962  VERT ORDER  -  FIRST     CLASS II
 MD1962
 MD1962.The horizontal coordinates were scaled from a topographic map and have
 MD1962.an estimated accuracy of +/- 6 seconds.
 MD1962
 MD1962.The orthometric height was determined by differential leveling
 MD1962.and adjusted by the National Geodetic Survey in April 1995..
 MD1962
 MD1962.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1962.See file dsdata.txt to determine how the superseded data were derived.
 MD1962
 MD1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL045632(NAD 83)
 MD1962_MARKER: I = METAL ROD
 MD1962_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MD1962_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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 = OCTOBER  6, 2006
 LA0804 ***********************************************************************
 LA0804  DESIGNATION -  J 38
 LA0804  PID         -  LA0804
 LA0804  STATE/COUNTY-  IN/WELLS
 LA0804  USGS QUAD   -  UNIONDALE (1988)
 LA0804
 LA0804                         *CURRENT SURVEY CONTROL
 LA0804  ___________________________________________________________________
 LA0804* NAD 83(1986)-  40 46 44.     (N)    085 09 57.     (W)     SCALED    
 LA0804* NAVD 88     -       260.654  (meters)     855.16   (feet)  ADJUSTED  
 LA0804  ___________________________________________________________________
 LA0804  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 LA0804  DYNAMIC HT  -         260.531 (meters)     854.76  (feet)  COMP
 LA0804  MODELED GRAV-     980,147.8   (mgal)                       NAVD 88
 LA0804
 LA0804  VERT ORDER  -  SECOND    CLASS 0
 LA0804
 LA0804.The horizontal coordinates were scaled from a topographic map and have
 LA0804.an estimated accuracy of +/- 6 seconds.
 LA0804
 LA0804.The orthometric height was determined by differential leveling
 LA0804.and adjusted by the National Geodetic Survey in June 1991..
 LA0804
 LA0804.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0804.See file dsdata.txt to determine how the superseded data were derived.
 LA0804
 LA0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL547158(NAD 83)
 LA0804_MARKER: DB = BENCH MARK DISK
 LA0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0804_STAMPING: J 38 1934
 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             NGS
 LA0804
 LA0804                          STATION DESCRIPTION
 LA0804
 LA0804'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0253 ***********************************************************************
 LA0253  DESIGNATION -  J 39
 LA0253  PID         -  LA0253
 LA0253  STATE/COUNTY-  IN/RANDOLPH
 LA0253  USGS QUAD   -  WINCHESTER (1994)
 LA0253
 LA0253                         *CURRENT SURVEY CONTROL
 LA0253  ___________________________________________________________________
 LA0253* NAD 83(1986)-  40 10 29.     (N)    084 59 02.     (W)     SCALED    
 LA0253* NAVD 88     -       332.041  (meters)    1089.37   (feet)  ADJUSTED  
 LA0253  ___________________________________________________________________
 LA0253  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 LA0253  DYNAMIC HT  -         331.864 (meters)    1088.79  (feet)  COMP
 LA0253  MODELED GRAV-     980,083.0   (mgal)                       NAVD 88
 LA0253
 LA0253  VERT ORDER  -  SECOND    CLASS 0
 LA0253
 LA0253.The horizontal coordinates were scaled from a topographic map and have
 LA0253.an estimated accuracy of +/- 6 seconds.
 LA0253
 LA0253.The orthometric height was determined by differential leveling
 LA0253.and adjusted by the National Geodetic Survey in June 1991..
 LA0253
 LA0253.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0253.See file dsdata.txt to determine how the superseded data were derived.
 LA0253
 LA0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK716490(NAD 83)
 LA0253_MARKER: DB = BENCH MARK DISK
 LA0253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0253_SP_SET: SWITCH CONCRETE BASE
 LA0253_STAMPING: J 39 1934
 LA0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0253
 LA0253  HISTORY     - Date     Condition        Report By
 LA0253  HISTORY     - 1934     MONUMENTED       CGS
 LA0253  HISTORY     - 1947     GOOD             NGS
 LA0253
 LA0253                          STATION DESCRIPTION
 LA0253
 LA0253'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2361 ***********************************************************************
 JZ2361  DESIGNATION -  J 4
 JZ2361  PID         -  JZ2361
 JZ2361  STATE/COUNTY-  IN/MARION
 JZ2361  USGS QUAD   -  MC CORDSVILLE (1984)
 JZ2361
 JZ2361                         *CURRENT SURVEY CONTROL
 JZ2361  ___________________________________________________________________
 JZ2361* NAD 83(1986)-  39 52 47.     (N)    085 57 08.     (W)     SCALED    
 JZ2361* NAVD 88     -       259.009  (meters)     849.77   (feet)  ADJUSTED  
 JZ2361  ___________________________________________________________________
 JZ2361  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ2361  DYNAMIC HT  -         258.863 (meters)     849.29  (feet)  COMP
 JZ2361  MODELED GRAV-     980,057.9   (mgal)                       NAVD 88
 JZ2361
 JZ2361  VERT ORDER  -  FIRST     CLASS II
 JZ2361
 JZ2361.The horizontal coordinates were scaled from a topographic map and have
 JZ2361.an estimated accuracy of +/- 6 seconds.
 JZ2361
 JZ2361.The orthometric height was determined by differential leveling
 JZ2361.and adjusted by the National Geodetic Survey in June 1991..
 JZ2361
 JZ2361.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2361.See file dsdata.txt to determine how the superseded data were derived.
 JZ2361
 JZ2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK895149(NAD 83)
 JZ2361_MARKER: DB = BENCH MARK DISK
 JZ2361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2361_SP_SET: STONE POST
 JZ2361_STAMPING: J 4 ELEV 850.238 FT
 JZ2361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2361+STABILITY: SURFACE MOTION
 JZ2361
 JZ2361  HISTORY     - Date     Condition        Report By
 JZ2361  HISTORY     - UNK      MONUMENTED       CGS
 JZ2361  HISTORY     - 1947     GOOD             NGS
 JZ2361  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 JZ2361
 JZ2361                          STATION DESCRIPTION
 JZ2361
 JZ2361'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1017 ***********************************************************************
 LA1017  DESIGNATION -  J 41
 LA1017  PID         -  LA1017
 LA1017  STATE/COUNTY-  IN/DELAWARE
 LA1017  USGS QUAD   -  MUNCIE WEST (1992)
 LA1017
 LA1017                         *CURRENT SURVEY CONTROL
 LA1017  ___________________________________________________________________
 LA1017* NAD 83(1986)-  40 11 27.     (N)    085 23 16.     (W)     SCALED    
 LA1017* NAVD 88     -       289.692  (meters)     950.43   (feet)  ADJUSTED  
 LA1017  ___________________________________________________________________
 LA1017  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 LA1017  DYNAMIC HT  -         289.538 (meters)     949.93  (feet)  COMP
 LA1017  MODELED GRAV-     980,085.2   (mgal)                       NAVD 88
 LA1017
 LA1017  VERT ORDER  -  SECOND    CLASS 0
 LA1017
 LA1017.The horizontal coordinates were scaled from a topographic map and have
 LA1017.an estimated accuracy of +/- 6 seconds.
 LA1017
 LA1017.The orthometric height was determined by differential leveling
 LA1017.and adjusted by the National Geodetic Survey in June 1991..
 LA1017
 LA1017.The geoid height was determined by GEOID03.
 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     -   548,740.      123,750.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1017.See file dsdata.txt to determine how the superseded data were derived.
 LA1017
 LA1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK372501(NAD 83)
 LA1017_MARKER: DB = BENCH MARK DISK
 LA1017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1017_SP_SET: BUILDING
 LA1017_STAMPING: J 41 1934
 LA1017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1017
 LA1017  HISTORY     - Date     Condition        Report By
 LA1017  HISTORY     - 1934     MONUMENTED       CGS
 LA1017  HISTORY     - 1947     GOOD             NGS
 LA1017
 LA1017                          STATION DESCRIPTION
 LA1017
 LA1017'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1435 ***********************************************************************
 LA1435  DESIGNATION -  J 42
 LA1435  PID         -  LA1435
 LA1435  STATE/COUNTY-  IN/MADISON
 LA1435  USGS QUAD   -  LAPEL (1994)
 LA1435
 LA1435                         *CURRENT SURVEY CONTROL
 LA1435  ___________________________________________________________________
 LA1435* NAD 83(1986)-  40 04 18.     (N)    085 49 47.     (W)     SCALED    
 LA1435* NAVD 88     -       264.300  (meters)     867.12   (feet)  ADJUSTED  
 LA1435  ___________________________________________________________________
 LA1435  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 LA1435  DYNAMIC HT  -         264.157 (meters)     866.66  (feet)  COMP
 LA1435  MODELED GRAV-     980,076.2   (mgal)                       NAVD 88
 LA1435
 LA1435  VERT ORDER  -  SECOND    CLASS 0
 LA1435
 LA1435.The horizontal coordinates were scaled from a topographic map and have
 LA1435.an estimated accuracy of +/- 6 seconds.
 LA1435
 LA1435.The orthometric height was determined by differential leveling
 LA1435.and adjusted by the National Geodetic Survey in June 1991..
 LA1435.WARNING-Repeat measurements at this control monument indicate possible
 LA1435.vertical movement.
 LA1435
 LA1435.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1435.See file dsdata.txt to determine how the superseded data were derived.
 LA1435
 LA1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK997363(NAD 83)
 LA1435_MARKER: DB = BENCH MARK DISK
 LA1435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1435_SP_SET: SWITCH CORNER POST
 LA1435_STAMPING: J 42 1934
 LA1435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1435
 LA1435  HISTORY     - Date     Condition        Report By
 LA1435  HISTORY     - 1934     MONUMENTED       CGS
 LA1435  HISTORY     - 1947     GOOD             NGS
 LA1435
 LA1435                          STATION DESCRIPTION
 LA1435
 LA1435'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1656 ***********************************************************************
 JZ1656  DESIGNATION -  J 43
 JZ1656  PID         -  JZ1656
 JZ1656  STATE/COUNTY-  IN/RUSH
 JZ1656  USGS QUAD   -  RUSHVILLE (1994)
 JZ1656
 JZ1656                         *CURRENT SURVEY CONTROL
 JZ1656  ___________________________________________________________________
 JZ1656* NAD 83(1986)-  39 36 41.     (N)    085 27 14.     (W)     SCALED    
 JZ1656* NAVD 88     -       294.448  (meters)     966.03   (feet)  ADJUSTED  
 JZ1656  ___________________________________________________________________
 JZ1656  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ1656  DYNAMIC HT  -         294.272 (meters)     965.46  (feet)  COMP
 JZ1656  MODELED GRAV-     980,021.6   (mgal)                       NAVD 88
 JZ1656
 JZ1656  VERT ORDER  -  SECOND    CLASS 0
 JZ1656
 JZ1656.The horizontal coordinates were scaled from a topographic map and have
 JZ1656.an estimated accuracy of +/- 6 seconds.
 JZ1656
 JZ1656.The orthometric height was determined by differential leveling
 JZ1656.and adjusted by the National Geodetic Survey in June 1991..
 JZ1656
 JZ1656.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1656.See file dsdata.txt to determine how the superseded data were derived.
 JZ1656
 JZ1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ327857(NAD 83)
 JZ1656_MARKER: DB = BENCH MARK DISK
 JZ1656_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1656_SP_SET: SIGNAL CONCRETE BASE
 JZ1656_STAMPING: J 43 1934
 JZ1656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1656
 JZ1656  HISTORY     - Date     Condition        Report By
 JZ1656  HISTORY     - 1934     MONUMENTED       CGS
 JZ1656  HISTORY     - 1947     GOOD             NGS
 JZ1656  HISTORY     - 1959     MARK NOT FOUND   USGS
 JZ1656
 JZ1656                          STATION DESCRIPTION
 JZ1656
 JZ1656'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2406 ***********************************************************************
 JZ2406  DESIGNATION -  J 44
 JZ2406  PID         -  JZ2406
 JZ2406  STATE/COUNTY-  IN/MADISON
 JZ2406  USGS QUAD   -  SHIRLEY (1960)
 JZ2406
 JZ2406                         *CURRENT SURVEY CONTROL
 JZ2406  ___________________________________________________________________
 JZ2406* NAD 83(1986)-  39 58 43.     (N)    085 37 09.     (W)     SCALED    
 JZ2406* NAVD 88     -       290.006  (meters)     951.46   (feet)  ADJUSTED  
 JZ2406  ___________________________________________________________________
 JZ2406  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ2406  DYNAMIC HT  -         289.846 (meters)     950.94  (feet)  COMP
 JZ2406  MODELED GRAV-     980,065.6   (mgal)                       NAVD 88
 JZ2406
 JZ2406  VERT ORDER  -  SECOND    CLASS 0
 JZ2406
 JZ2406.The horizontal coordinates were scaled from a topographic map and have
 JZ2406.an estimated accuracy of +/- 6 seconds.
 JZ2406
 JZ2406.The orthometric height was determined by differential leveling
 JZ2406.and adjusted by the National Geodetic Survey in June 1991..
 JZ2406
 JZ2406.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2406.See file dsdata.txt to determine how the superseded data were derived.
 JZ2406
 JZ2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK179262(NAD 83)
 JZ2406_MARKER: DB = BENCH MARK DISK
 JZ2406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2406_STAMPING: J 44 1934
 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             NGS
 JZ2406
 JZ2406                          STATION DESCRIPTION
 JZ2406
 JZ2406'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1499 ***********************************************************************
 JZ1499  DESIGNATION -  J 45
 JZ1499  PID         -  JZ1499
 JZ1499  STATE/COUNTY-  IN/HENRY
 JZ1499  USGS QUAD   -  NEW CASTLE WEST (1981)
 JZ1499
 JZ1499                         *CURRENT SURVEY CONTROL
 JZ1499  ___________________________________________________________________
 JZ1499* NAD 83(1986)-  39 56 06.     (N)    085 22 32.     (W)     SCALED    
 JZ1499* NAVD 88     -       303.530  (meters)     995.83   (feet)  ADJUSTED  
 JZ1499  ___________________________________________________________________
 JZ1499  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JZ1499  DYNAMIC HT  -         303.361 (meters)     995.28  (feet)  COMP
 JZ1499  MODELED GRAV-     980,059.9   (mgal)                       NAVD 88
 JZ1499
 JZ1499  VERT ORDER  -  SECOND    CLASS 0
 JZ1499
 JZ1499.The horizontal coordinates were scaled from a topographic map and have
 JZ1499.an estimated accuracy of +/- 6 seconds.
 JZ1499
 JZ1499.The orthometric height was determined by differential leveling
 JZ1499.and adjusted by the National Geodetic Survey in June 1991..
 JZ1499
 JZ1499.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1499.See file dsdata.txt to determine how the superseded data were derived.
 JZ1499
 JZ1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK387218(NAD 83)
 JZ1499_MARKER: DB = BENCH MARK DISK
 JZ1499_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1499_SP_SET: WATER CRANE CONCRETE BASE
 JZ1499_STAMPING: J 45 1934 996.248
 JZ1499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1499
 JZ1499  HISTORY     - Date     Condition        Report By
 JZ1499  HISTORY     - 1934     MONUMENTED       CGS
 JZ1499  HISTORY     - 1947     GOOD             NGS
 JZ1499  HISTORY     - 1950     GOOD             NGS
 JZ1499
 JZ1499                          STATION DESCRIPTION
 JZ1499
 JZ1499'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1950
 JZ1499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1257 ***********************************************************************
 JZ1257  DESIGNATION -  J 46
 JZ1257  PID         -  JZ1257
 JZ1257  STATE/COUNTY-  IN/UNION
 JZ1257  USGS QUAD   -  LIBERTY (1974)
 JZ1257
 JZ1257                         *CURRENT SURVEY CONTROL
 JZ1257  ___________________________________________________________________
 JZ1257* NAD 83(1986)-  39 38 28.     (N)    084 59 19.     (W)     SCALED    
 JZ1257* NAVD 88     -       248.918  (meters)     816.66   (feet)  ADJUSTED  
 JZ1257  ___________________________________________________________________
 JZ1257  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JZ1257  DYNAMIC HT  -         248.775 (meters)     816.19  (feet)  COMP
 JZ1257  MODELED GRAV-     980,045.1   (mgal)                       NAVD 88
 JZ1257
 JZ1257  VERT ORDER  -  SECOND    CLASS 0
 JZ1257
 JZ1257.The horizontal coordinates were scaled from a topographic map and have
 JZ1257.an estimated accuracy of +/- 6 seconds.
 JZ1257
 JZ1257.The orthometric height was determined by differential leveling
 JZ1257.and adjusted by the National Geodetic Survey in June 1991..
 JZ1257
 JZ1257.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1257.See file dsdata.txt to determine how the superseded data were derived.
 JZ1257
 JZ1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ725898(NAD 83)
 JZ1257_MARKER: DB = BENCH MARK DISK
 JZ1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1257_STAMPING: J 46 1934
 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 = OCTOBER  6, 2006
 JZ2419 ***********************************************************************
 JZ2419  DESIGNATION -  J 47
 JZ2419  PID         -  JZ2419
 JZ2419  STATE/COUNTY-  IN/SHELBY
 JZ2419  USGS QUAD   -  RAYS CROSSING (1993)
 JZ2419
 JZ2419                         *CURRENT SURVEY CONTROL
 JZ2419  ___________________________________________________________________
 JZ2419* NAD 83(1986)-  39 31 40.     (N)    085 43 57.     (W)     SCALED    
 JZ2419* NAVD 88     -       242.874  (meters)     796.83   (feet)  ADJUSTED  
 JZ2419  ___________________________________________________________________
 JZ2419  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ2419  DYNAMIC HT  -         242.730 (meters)     796.36  (feet)  COMP
 JZ2419  MODELED GRAV-     980,029.1   (mgal)                       NAVD 88
 JZ2419
 JZ2419  VERT ORDER  -  SECOND    CLASS 0
 JZ2419
 JZ2419.The horizontal coordinates were scaled from a topographic map and have
 JZ2419.an estimated accuracy of +/- 6 seconds.
 JZ2419
 JZ2419.The orthometric height was determined by differential leveling
 JZ2419.and adjusted by the National Geodetic Survey in June 1991..
 JZ2419
 JZ2419.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2419.See file dsdata.txt to determine how the superseded data were derived.
 JZ2419
 JZ2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ089761(NAD 83)
 JZ2419_MARKER: DB = BENCH MARK DISK
 JZ2419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2419_STAMPING: J 47 1934
 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             NGS
 JZ2419
 JZ2419                          STATION DESCRIPTION
 JZ2419
 JZ2419'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ0610 ***********************************************************************
 JZ0610  DESIGNATION -  J 48
 JZ0610  PID         -  JZ0610
 JZ0610  STATE/COUNTY-  IN/FRANKLIN
 JZ0610  USGS QUAD   -  WHITCOMB (1994)
 JZ0610
 JZ0610                         *CURRENT SURVEY CONTROL
 JZ0610  ___________________________________________________________________
 JZ0610* NAD 83(1986)-  39 23 55.     (N)    084 59 55.     (W)     SCALED    
 JZ0610* NAVD 88     -       184.432  (meters)     605.09   (feet)  ADJUSTED  
 JZ0610  ___________________________________________________________________
 JZ0610  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JZ0610  DYNAMIC HT  -         184.321 (meters)     604.73  (feet)  COMP
 JZ0610  MODELED GRAV-     980,021.1   (mgal)                       NAVD 88
 JZ0610
 JZ0610  VERT ORDER  -  SECOND    CLASS 0
 JZ0610
 JZ0610.The horizontal coordinates were scaled from a topographic map and have
 JZ0610.an estimated accuracy of +/- 6 seconds.
 JZ0610
 JZ0610.The orthometric height was determined by differential leveling
 JZ0610.and adjusted by the National Geodetic Survey in June 1991..
 JZ0610
 JZ0610.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0610.See file dsdata.txt to determine how the superseded data were derived.
 JZ0610
 JZ0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ723629(NAD 83)
 JZ0610_MARKER: DB = BENCH MARK DISK
 JZ0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0610_STAMPING: J 48 1934
 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 = OCTOBER  6, 2006
 KA0120 ***********************************************************************
 KA0120  DESIGNATION -  J 50
 KA0120  PID         -  KA0120
 KA0120  STATE/COUNTY-  IN/HENDRICKS
 KA0120  USGS QUAD   -  BROWNSBURG (1980)
 KA0120
 KA0120                         *CURRENT SURVEY CONTROL
 KA0120  ___________________________________________________________________
 KA0120* NAD 83(1986)-  39 50 38.     (N)    086 23 32.     (W)     SCALED    
 KA0120* NAVD 88     -       269.204  (meters)     883.21   (feet)  ADJUSTED  
 KA0120  ___________________________________________________________________
 KA0120  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KA0120  DYNAMIC HT  -         269.056 (meters)     882.73  (feet)  COMP
 KA0120  MODELED GRAV-     980,071.8   (mgal)                       NAVD 88
 KA0120
 KA0120  VERT ORDER  -  SECOND    CLASS 0
 KA0120
 KA0120.The horizontal coordinates were scaled from a topographic map and have
 KA0120.an estimated accuracy of +/- 6 seconds.
 KA0120
 KA0120.The orthometric height was determined by differential leveling
 KA0120.and adjusted by the National Geodetic Survey in June 1991..
 KA0120
 KA0120.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0120.See file dsdata.txt to determine how the superseded data were derived.
 KA0120
 KA0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK519106(NAD 83)
 KA0120_MARKER: DB = BENCH MARK DISK
 KA0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0120_STAMPING: J 50 1934
 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             NGS
 KA0120
 KA0120                          STATION DESCRIPTION
 KA0120
 KA0120'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0330 ***********************************************************************
 KA0330  DESIGNATION -  J 53
 KA0330  PID         -  KA0330
 KA0330  STATE/COUNTY-  IN/BROWN
 KA0330  USGS QUAD   -  NASHVILLE (1994)
 KA0330
 KA0330                         *CURRENT SURVEY CONTROL
 KA0330  ___________________________________________________________________
 KA0330* NAD 83(1986)-  39 12 26.     (N)    086 14 47.     (W)     SCALED    
 KA0330* NAVD 88     -       191.693  (meters)     628.91   (feet)  ADJUSTED  
 KA0330  ___________________________________________________________________
 KA0330  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KA0330  DYNAMIC HT  -         191.577 (meters)     628.53  (feet)  COMP
 KA0330  MODELED GRAV-     980,017.4   (mgal)                       NAVD 88
 KA0330
 KA0330  VERT ORDER  -  SECOND    CLASS 0
 KA0330
 KA0330.The horizontal coordinates were scaled from a topographic map and have
 KA0330.an estimated accuracy of +/- 6 seconds.
 KA0330
 KA0330.The orthometric height was determined by differential leveling
 KA0330.and adjusted by the National Geodetic Survey in June 1991..
 KA0330
 KA0330.The geoid height was determined by GEOID03.
 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     -   439,660.       49,930.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0330.See file dsdata.txt to determine how the superseded data were derived.
 KA0330
 KA0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ650400(NAD 83)
 KA0330_MARKER: DB = BENCH MARK DISK
 KA0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0330_STAMPING: J 53 1934
 KA0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0330+STABILITY: SURFACE MOTION
 KA0330
 KA0330  HISTORY     - Date     Condition        Report By
 KA0330  HISTORY     - 1934     MONUMENTED       CGS
 KA0330  HISTORY     - 20060508 GOOD             BUTLER
 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 AND SEUFERT INC 2006 (JRC)
 KA0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1188 ***********************************************************************
 KA1188  DESIGNATION -  J 54
 KA1188  PID         -  KA1188
 KA1188  STATE/COUNTY-  IN/SULLIVAN
 KA1188  USGS QUAD   -  DUGGER (1993)
 KA1188
 KA1188                         *CURRENT SURVEY CONTROL
 KA1188  ___________________________________________________________________
 KA1188* NAD 83(1986)-  39 05 11.     (N)    087 16 42.     (W)     SCALED    
 KA1188* NAVD 88     -       173.494  (meters)     569.20   (feet)  ADJUSTED  
 KA1188  ___________________________________________________________________
 KA1188  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KA1188  DYNAMIC HT  -         173.391 (meters)     568.87  (feet)  COMP
 KA1188  MODELED GRAV-     980,030.8   (mgal)                       NAVD 88
 KA1188
 KA1188  VERT ORDER  -  SECOND    CLASS 0
 KA1188
 KA1188.The horizontal coordinates were scaled from a topographic map and have
 KA1188.an estimated accuracy of +/- 6 seconds.
 KA1188
 KA1188.The orthometric height was determined by differential leveling
 KA1188.and adjusted by the National Geodetic Survey in June 1991..
 KA1188
 KA1188.The geoid height was determined by GEOID03.
 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     -   426,110.      883,130.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1188.See file dsdata.txt to determine how the superseded data were derived.
 KA1188
 KA1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ759264(NAD 83)
 KA1188_MARKER: DB = BENCH MARK DISK
 KA1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1188_STAMPING: J 54 1934
 KA1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1188+STABILITY: SURFACE MOTION
 KA1188
 KA1188  HISTORY     - Date     Condition        Report By
 KA1188  HISTORY     - 1934     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0389 ***********************************************************************
 JA0389  DESIGNATION -  J 55
 JA0389  PID         -  JA0389
 JA0389  STATE/COUNTY-  IN/CRAWFORD
 JA0389  USGS QUAD   -  ENGLISH (1993)
 JA0389
 JA0389                         *CURRENT SURVEY CONTROL
 JA0389  ___________________________________________________________________
 JA0389* NAD 83(1986)-  38 20 23.     (N)    086 28 00.     (W)     SCALED    
 JA0389* NAVD 88     -       154.678  (meters)     507.47   (feet)  ADJUSTED  
 JA0389  ___________________________________________________________________
 JA0389  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 JA0389  DYNAMIC HT  -         154.570 (meters)     507.12  (feet)  COMP
 JA0389  MODELED GRAV-     979,928.5   (mgal)                       NAVD 88
 JA0389
 JA0389  VERT ORDER  -  FIRST     CLASS II
 JA0389
 JA0389.The horizontal coordinates were scaled from a topographic map and have
 JA0389.an estimated accuracy of +/- 6 seconds.
 JA0389
 JA0389.The orthometric height was determined by differential leveling
 JA0389.and adjusted by the National Geodetic Survey in June 1991..
 JA0389
 JA0389.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0389.See file dsdata.txt to determine how the superseded data were derived.
 JA0389
 JA0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH466436(NAD 83)
 JA0389_MARKER: DB = BENCH MARK DISK
 JA0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0389_SP_SET: 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             NGS
 JA0389
 JA0389                          STATION DESCRIPTION
 JA0389
 JA0389'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0580 ***********************************************************************
 JA0580  DESIGNATION -  J 57
 JA0580  PID         -  JA0580
 JA0580  STATE/COUNTY-  IN/DUBOIS
 JA0580  USGS QUAD   -  HUNTINGBURG (1990)
 JA0580
 JA0580                         *CURRENT SURVEY CONTROL
 JA0580  ___________________________________________________________________
 JA0580* NAD 83(1986)-  38 17 54.     (N)    086 56 59.     (W)     SCALED    
 JA0580* NAVD 88     -       144.712  (meters)     474.78   (feet)  ADJUSTED  
 JA0580  ___________________________________________________________________
 JA0580  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JA0580  DYNAMIC HT  -         144.615 (meters)     474.46  (feet)  COMP
 JA0580  MODELED GRAV-     979,955.7   (mgal)                       NAVD 88
 JA0580
 JA0580  VERT ORDER  -  SECOND    CLASS 0
 JA0580
 JA0580.The horizontal coordinates were scaled from a topographic map and have
 JA0580.an estimated accuracy of +/- 6 seconds.
 JA0580
 JA0580.The orthometric height was determined by differential leveling
 JA0580.and adjusted by the National Geodetic Survey in June 1991..
 JA0580
 JA0580.The geoid height was determined by GEOID03.
 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     -   338,620.      911,690.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0580.See file dsdata.txt to determine how the superseded data were derived.
 JA0580
 JA0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH043389(NAD 83)
 JA0580_MARKER: DB = BENCH MARK DISK
 JA0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0580_STAMPING: J 57 1934
 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             NGS
 JA0580  HISTORY     - 1965     MARK NOT FOUND   NGS
 JA0580
 JA0580                          STATION DESCRIPTION
 JA0580
 JA0580'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1965
 JA0580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0595 ***********************************************************************
 JA0595  DESIGNATION -  J 58
 JA0595  PID         -  JA0595
 JA0595  STATE/COUNTY-  IN/DUBOIS
 JA0595  USGS QUAD   -  DALE (1980)
 JA0595
 JA0595                         *CURRENT SURVEY CONTROL
 JA0595  ___________________________________________________________________
 JA0595* NAD 83(1986)-  38 14 31.     (N)    086 56 30.     (W)     SCALED    
 JA0595* NAVD 88     -       142.368  (meters)     467.09   (feet)  ADJUSTED  
 JA0595  ___________________________________________________________________
 JA0595  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JA0595  DYNAMIC HT  -         142.272 (meters)     466.77  (feet)  COMP
 JA0595  MODELED GRAV-     979,951.6   (mgal)                       NAVD 88
 JA0595
 JA0595  VERT ORDER  -  FIRST     CLASS II
 JA0595
 JA0595.The horizontal coordinates were scaled from a topographic map and have
 JA0595.an estimated accuracy of +/- 6 seconds.
 JA0595
 JA0595.The orthometric height was determined by differential leveling
 JA0595.and adjusted by the National Geodetic Survey in June 1991..
 JA0595
 JA0595.The geoid height was determined by GEOID03.
 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     -   332,360.      912,400.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0595.See file dsdata.txt to determine how the superseded data were derived.
 JA0595
 JA0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH051326(NAD 83)
 JA0595_MARKER: DB = BENCH MARK DISK
 JA0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0595_STAMPING: J 58 1934
 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             NGS
 JA0595
 JA0595                          STATION DESCRIPTION
 JA0595
 JA0595'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1058 ***********************************************************************
 JA1058  DESIGNATION -  J 59
 JA1058  PID         -  JA1058
 JA1058  STATE/COUNTY-  IN/GIBSON
 JA1058  USGS QUAD   -  FRANCISCO (1977)
 JA1058
 JA1058                         *CURRENT SURVEY CONTROL
 JA1058  ___________________________________________________________________
 JA1058* NAD 83(1986)-  38 15 12.     (N)    087 23 30.     (W)     SCALED    
 JA1058* NAVD 88     -       133.689  (meters)     438.61   (feet)  ADJUSTED  
 JA1058  ___________________________________________________________________
 JA1058  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JA1058  DYNAMIC HT  -         133.599 (meters)     438.32  (feet)  COMP
 JA1058  MODELED GRAV-     979,958.6   (mgal)                       NAVD 88
 JA1058
 JA1058  VERT ORDER  -  FIRST     CLASS II
 JA1058
 JA1058.The horizontal coordinates were scaled from a topographic map and have
 JA1058.an estimated accuracy of +/- 6 seconds.
 JA1058
 JA1058.The orthometric height was determined by differential leveling
 JA1058.and adjusted by the National Geodetic Survey in June 1991..
 JA1058.WARNING-Repeat measurements at this control monument indicate possible
 JA1058.vertical movement.
 JA1058
 JA1058.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1058.See file dsdata.txt to determine how the superseded data were derived.
 JA1058
 JA1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH657339(NAD 83)
 JA1058_MARKER: DB = BENCH MARK DISK
 JA1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1058_STAMPING: J 59 1934
 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             NGS
 JA1058  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA1058
 JA1058                          STATION DESCRIPTION
 JA1058
 JA1058'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1683 ***********************************************************************
 HZ1683  DESIGNATION -  J 60
 HZ1683  PID         -  HZ1683
 HZ1683  STATE/COUNTY-  IN/SCOTT
 HZ1683  USGS QUAD   -  SCOTTSBURG (1994)
 HZ1683
 HZ1683                         *CURRENT SURVEY CONTROL
 HZ1683  ___________________________________________________________________
 HZ1683* NAD 83(1986)-  38 44 19.     (N)    085 48 12.     (W)     SCALED    
 HZ1683* NAVD 88     -       166.965  (meters)     547.78   (feet)  ADJUSTED  
 HZ1683  ___________________________________________________________________
 HZ1683  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HZ1683  DYNAMIC HT  -         166.856 (meters)     547.43  (feet)  COMP
 HZ1683  MODELED GRAV-     979,976.8   (mgal)                       NAVD 88
 HZ1683
 HZ1683  VERT ORDER  -  SECOND    CLASS 0
 HZ1683
 HZ1683.The horizontal coordinates were scaled from a topographic map and have
 HZ1683.an estimated accuracy of +/- 6 seconds.
 HZ1683
 HZ1683.The orthometric height was determined by differential leveling
 HZ1683.and adjusted by the National Geodetic Survey in June 1991..
 HZ1683
 HZ1683.The geoid height was determined by GEOID03.
 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     -   387,490.       88,120.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1683.See file dsdata.txt to determine how the superseded data were derived.
 HZ1683
 HZ1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH040884(NAD 83)
 HZ1683_MARKER: DB = BENCH MARK DISK
 HZ1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1683_STAMPING: J 60 1934
 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             NGS
 HZ1683
 HZ1683                          STATION DESCRIPTION
 HZ1683
 HZ1683'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0038 ***********************************************************************
 KA0038  DESIGNATION -  J 61
 KA0038  PID         -  KA0038
 KA0038  STATE/COUNTY-  IN/HENDRICKS
 KA0038  USGS QUAD   -  PLAINFIELD (1980)
 KA0038
 KA0038                         *CURRENT SURVEY CONTROL
 KA0038  ___________________________________________________________________
 KA0038* NAD 83(1986)-  39 42 13.     (N)    086 23 55.     (W)     SCALED    
 KA0038* NAVD 88     -       225.123  (meters)     738.59   (feet)  ADJUSTED  
 KA0038  ___________________________________________________________________
 KA0038  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KA0038  DYNAMIC HT  -         225.002 (meters)     738.19  (feet)  COMP
 KA0038  MODELED GRAV-     980,083.1   (mgal)                       NAVD 88
 KA0038
 KA0038  VERT ORDER  -  SECOND    CLASS 0
 KA0038
 KA0038.The horizontal coordinates were scaled from a topographic map and have
 KA0038.an estimated accuracy of +/- 6 seconds.
 KA0038
 KA0038.The orthometric height was determined by differential leveling
 KA0038.and adjusted by the National Geodetic Survey in June 1991..
 KA0038
 KA0038.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0038.See file dsdata.txt to determine how the superseded data were derived.
 KA0038
 KA0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ515950(NAD 83)
 KA0038_MARKER: DB = BENCH MARK DISK
 KA0038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0038_SP_SET: BUILDING
 KA0038_STAMPING: J 61 1946
 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 = OCTOBER  6, 2006
 KA0623 ***********************************************************************
 KA0623  DESIGNATION -  J 62
 KA0623  PID         -  KA0623
 KA0623  STATE/COUNTY-  IN/PUTNAM
 KA0623  USGS QUAD   -  EMINENCE (1983)
 KA0623
 KA0623                         *CURRENT SURVEY CONTROL
 KA0623  ___________________________________________________________________
 KA0623* NAD 83(1986)-  39 36 31.     (N)    086 44 06.     (W)     SCALED    
 KA0623* NAVD 88     -       249.508  (meters)     818.59   (feet)  ADJUSTED  
 KA0623  ___________________________________________________________________
 KA0623  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KA0623  DYNAMIC HT  -         249.366 (meters)     818.13  (feet)  COMP
 KA0623  MODELED GRAV-     980,051.4   (mgal)                       NAVD 88
 KA0623
 KA0623  VERT ORDER  -  FIRST     CLASS II
 KA0623
 KA0623.The horizontal coordinates were scaled from a topographic map and have
 KA0623.an estimated accuracy of +/- 6 seconds.
 KA0623
 KA0623.The orthometric height was determined by differential leveling
 KA0623.and adjusted by the National Geodetic Survey in June 1991..
 KA0623
 KA0623.The geoid height was determined by GEOID03.
 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     -   484,120.      929,910.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0623.See file dsdata.txt to determine how the superseded data were derived.
 KA0623
 KA0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ227843(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0701 ***********************************************************************
 KA0701  DESIGNATION -  J 63
 KA0701  PID         -  KA0701
 KA0701  STATE/COUNTY-  IN/MORGAN
 KA0701  USGS QUAD   -  EMINENCE (1983)
 KA0701
 KA0701                         *CURRENT SURVEY CONTROL
 KA0701  ___________________________________________________________________
 KA0701* NAD 83(1986)-  39 30 22.     (N)    086 38 30.     (W)     SCALED    
 KA0701* NAVD 88     -       235.362  (meters)     772.18   (feet)  ADJUSTED  
 KA0701  ___________________________________________________________________
 KA0701  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KA0701  DYNAMIC HT  -         235.229 (meters)     771.75  (feet)  COMP
 KA0701  MODELED GRAV-     980,054.4   (mgal)                       NAVD 88
 KA0701
 KA0701  VERT ORDER  -  SECOND    CLASS 0
 KA0701
 KA0701.The horizontal coordinates were scaled from a topographic map and have
 KA0701.an estimated accuracy of +/- 6 seconds.
 KA0701
 KA0701.The orthometric height was determined by differential leveling
 KA0701.and adjusted by the National Geodetic Survey in June 1991..
 KA0701
 KA0701.The geoid height was determined by GEOID03.
 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     -   472,780.      937,990.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0701.See file dsdata.txt to determine how the superseded data were derived.
 KA0701
 KA0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ308730(NAD 83)
 KA0701_MARKER: DB = BENCH MARK DISK
 KA0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0701_STAMPING: J 63 1946
 KA0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0701+STABILITY: SURFACE MOTION
 KA0701
 KA0701  HISTORY     - Date     Condition        Report By
 KA0701  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0293 ***********************************************************************
 KA0293  DESIGNATION -  J 65
 KA0293  PID         -  KA0293
 KA0293  STATE/COUNTY-  IN/MORGAN
 KA0293  USGS QUAD   -  MARTINSVILLE (1993)
 KA0293
 KA0293                         *CURRENT SURVEY CONTROL
 KA0293  ___________________________________________________________________
 KA0293* NAD 83(1986)-  39 24 44.     (N)    086 29 32.     (W)     SCALED    
 KA0293* NAVD 88     -       183.037  (meters)     600.51   (feet)  ADJUSTED  
 KA0293  ___________________________________________________________________
 KA0293  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KA0293  DYNAMIC HT  -         182.933 (meters)     600.17  (feet)  COMP
 KA0293  MODELED GRAV-     980,052.4   (mgal)                       NAVD 88
 KA0293
 KA0293  VERT ORDER  -  SECOND    CLASS 0
 KA0293
 KA0293.The horizontal coordinates were scaled from a topographic map and have
 KA0293.an estimated accuracy of +/- 6 seconds.
 KA0293
 KA0293.The orthometric height was determined by differential leveling
 KA0293.and adjusted by the National Geodetic Survey in June 1991..
 KA0293
 KA0293.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0293.See file dsdata.txt to determine how the superseded data were derived.
 KA0293
 KA0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ437626(NAD 83)
 KA0293_MARKER: DB = BENCH MARK DISK
 KA0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0293_STAMPING: J 65 1946
 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             NGS
 KA0293
 KA0293                          STATION DESCRIPTION
 KA0293
 KA0293'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0927 ***********************************************************************
 KA0927  DESIGNATION -  J 67
 KA0927  PID         -  KA0927
 KA0927  STATE/COUNTY-  IN/CLAY
 KA0927  USGS QUAD   -  BRAZIL WEST (1986)
 KA0927
 KA0927                         *CURRENT SURVEY CONTROL
 KA0927  ___________________________________________________________________
 KA0927* NAD 83(1986)-  39 35 41.     (N)    087 08 34.     (W)     SCALED    
 KA0927* NAVD 88     -       198.778  (meters)     652.16   (feet)  ADJUSTED  
 KA0927  ___________________________________________________________________
 KA0927  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KA0927  DYNAMIC HT  -         198.664 (meters)     651.78  (feet)  COMP
 KA0927  MODELED GRAV-     980,046.8   (mgal)                       NAVD 88
 KA0927
 KA0927  VERT ORDER  -  FIRST     CLASS II
 KA0927
 KA0927.The horizontal coordinates were scaled from a topographic map and have
 KA0927.an estimated accuracy of +/- 6 seconds.
 KA0927
 KA0927.The orthometric height was determined by differential leveling
 KA0927.and adjusted by the National Geodetic Survey in June 1991..
 KA0927
 KA0927.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0927.See file dsdata.txt to determine how the superseded data were derived.
 KA0927
 KA0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ877827(NAD 83)
 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 = OCTOBER  6, 2006
 KA1165 ***********************************************************************
 KA1165  DESIGNATION -  J 68
 KA1165  PID         -  KA1165
 KA1165  STATE/COUNTY-  IN/CLAY
 KA1165  USGS QUAD   -  STAUNTON (1986)
 KA1165
 KA1165                         *CURRENT SURVEY CONTROL
 KA1165  ___________________________________________________________________
 KA1165* NAD 83(1986)-  39 24 12.     (N)    087 12 05.     (W)     SCALED    
 KA1165* NAVD 88     -       195.601  (meters)     641.73   (feet)  ADJUSTED  
 KA1165  ___________________________________________________________________
 KA1165  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KA1165  DYNAMIC HT  -         195.488 (meters)     641.36  (feet)  COMP
 KA1165  MODELED GRAV-     980,048.9   (mgal)                       NAVD 88
 KA1165
 KA1165  VERT ORDER  -  SECOND    CLASS 0
 KA1165
 KA1165.The horizontal coordinates were scaled from a topographic map and have
 KA1165.an estimated accuracy of +/- 6 seconds.
 KA1165
 KA1165.The orthometric height was determined by differential leveling
 KA1165.and adjusted by the National Geodetic Survey in June 1991..
 KA1165
 KA1165.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1165.See file dsdata.txt to determine how the superseded data were derived.
 KA1165
 KA1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ826615(NAD 83)
 KA1165_MARKER: DB = BENCH MARK DISK
 KA1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1165_STAMPING: J 68 1946
 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 = OCTOBER  6, 2006
 KA1170 ***********************************************************************
 KA1170  DESIGNATION -  J 69
 KA1170  PID         -  KA1170
 KA1170  STATE/COUNTY-  IN/CLAY
 KA1170  USGS QUAD   -  CENTER POINT (1986)
 KA1170
 KA1170                         *CURRENT SURVEY CONTROL
 KA1170  ___________________________________________________________________
 KA1170* NAD 83(1986)-  39 26 39.     (N)    087 00 01.     (W)     SCALED    
 KA1170* NAVD 88     -       193.930  (meters)     636.25   (feet)  ADJUSTED  
 KA1170  ___________________________________________________________________
 KA1170  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KA1170  DYNAMIC HT  -         193.818 (meters)     635.88  (feet)  COMP
 KA1170  MODELED GRAV-     980,049.5   (mgal)                       NAVD 88
 KA1170
 KA1170  VERT ORDER  -  SECOND    CLASS 0
 KA1170
 KA1170.The horizontal coordinates were scaled from a topographic map and have
 KA1170.an estimated accuracy of +/- 6 seconds.
 KA1170
 KA1170.The orthometric height was determined by differential leveling
 KA1170.and adjusted by the National Geodetic Survey in June 1991..
 KA1170
 KA1170.The geoid height was determined by GEOID03.
 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     -   465,810.      907,150.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1170.See file dsdata.txt to determine how the superseded data were derived.
 KA1170
 KA1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ999660(NAD 83)
 KA1170_MARKER: DB = BENCH MARK DISK
 KA1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1170_STAMPING: J 69 1946
 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 = OCTOBER  6, 2006
 KA0494 ***********************************************************************
 KA0494  DESIGNATION -  J 70
 KA0494  PID         -  KA0494
 KA0494  STATE/COUNTY-  IN/PUTNAM
 KA0494  USGS QUAD   -  POLAND (1980)
 KA0494
 KA0494                         *CURRENT SURVEY CONTROL
 KA0494  ___________________________________________________________________
 KA0494* NAD 83(1986)-  39 29 16.     (N)    086 58 39.     (W)     SCALED    
 KA0494* NAVD 88     -       179.558  (meters)     589.10   (feet)  ADJUSTED  
 KA0494  ___________________________________________________________________
 KA0494  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KA0494  DYNAMIC HT  -         179.455 (meters)     588.76  (feet)  COMP
 KA0494  MODELED GRAV-     980,049.8   (mgal)                       NAVD 88
 KA0494
 KA0494  VERT ORDER  -  SECOND    CLASS 0
 KA0494
 KA0494.The horizontal coordinates were scaled from a topographic map and have
 KA0494.an estimated accuracy of +/- 6 seconds.
 KA0494
 KA0494.The orthometric height was determined by differential leveling
 KA0494.and adjusted by the National Geodetic Survey in June 1991..
 KA0494
 KA0494.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0494.See file dsdata.txt to determine how the superseded data were derived.
 KA0494
 KA0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ019709(NAD 83)
 KA0494_MARKER: DB = BENCH MARK DISK
 KA0494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0494_SP_SET: CULVERT
 KA0494_STAMPING: J 70 1946
 KA0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0834 ***********************************************************************
 KA0834  DESIGNATION -  J 71
 KA0834  PID         -  KA0834
 KA0834  STATE/COUNTY-  IN/PARKE
 KA0834  USGS QUAD   -  MANSFIELD (1983)
 KA0834
 KA0834                         *CURRENT SURVEY CONTROL
 KA0834  ___________________________________________________________________
 KA0834* NAD 83(1986)-  39 42 30.     (N)    087 06 20.     (W)     SCALED    
 KA0834* NAVD 88     -       218.906  (meters)     718.19   (feet)  ADJUSTED  
 KA0834  ___________________________________________________________________
 KA0834  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KA0834  DYNAMIC HT  -         218.782 (meters)     717.79  (feet)  COMP
 KA0834  MODELED GRAV-     980,055.4   (mgal)                       NAVD 88
 KA0834
 KA0834  VERT ORDER  -  SECOND    CLASS 0
 KA0834
 KA0834.The horizontal coordinates were scaled from a topographic map and have
 KA0834.an estimated accuracy of +/- 6 seconds.
 KA0834
 KA0834.The orthometric height was determined by differential leveling
 KA0834.and adjusted by the National Geodetic Survey in June 1991..
 KA0834
 KA0834.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0834.See file dsdata.txt to determine how the superseded data were derived.
 KA0834
 KA0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ909953(NAD 83)
 KA0834_MARKER: DB = BENCH MARK DISK
 KA0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0834_STAMPING: J 71 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1956
 KA0834'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0835 ***********************************************************************
 KA0835  DESIGNATION -  J 71 RESET 1956
 KA0835  PID         -  KA0835
 KA0835  STATE/COUNTY-  IN/PARKE
 KA0835  USGS QUAD   -  MANSFIELD (1983)
 KA0835
 KA0835                         *CURRENT SURVEY CONTROL
 KA0835  ___________________________________________________________________
 KA0835* NAD 83(1986)-  39 42 30.     (N)    087 06 20.     (W)     SCALED    
 KA0835* NAVD 88     -       219.13   (meters)     718.9    (feet)  RESET     
 KA0835  ___________________________________________________________________
 KA0835  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KA0835
 KA0835  VERT ORDER  -  THIRD
 KA0835
 KA0835.The horizontal coordinates were scaled from a topographic map and have
 KA0835.an estimated accuracy of +/- 6 seconds.
 KA0835
 KA0835.The orthometric height was computed from unverified reset data.
 KA0835
 KA0835.The geoid height was determined by GEOID03.
 KA0835
 KA0835;                    North         East    Units  Estimated Accuracy
 KA0835;SPC IN W     -   495,140.      898,090.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0835.See file dsdata.txt to determine how the superseded data were derived.
 KA0835
 KA0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ909953(NAD 83)
 KA0835_MARKER: DB = BENCH MARK DISK
 KA0835_SETTING: 0 = UNSPECIFIED SETTING
 KA0835_STAMPING: J 71 RESET 1956
 KA0835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0564 ***********************************************************************
 KA0564  DESIGNATION -  J 72
 KA0564  PID         -  KA0564
 KA0564  STATE/COUNTY-  IN/PUTNAM
 KA0564  USGS QUAD   -  ROACHDALE (1958)
 KA0564
 KA0564                         *CURRENT SURVEY CONTROL
 KA0564  ___________________________________________________________________
 KA0564* NAD 83(1986)-  39 45 43.     (N)    086 50 54.     (W)     SCALED    
 KA0564* NAVD 88     -       284.846  (meters)     934.53   (feet)  ADJUSTED  
 KA0564  ___________________________________________________________________
 KA0564  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KA0564  DYNAMIC HT  -         284.685 (meters)     934.00  (feet)  COMP
 KA0564  MODELED GRAV-     980,054.1   (mgal)                       NAVD 88
 KA0564
 KA0564  VERT ORDER  -  SECOND    CLASS 0
 KA0564
 KA0564.The horizontal coordinates were scaled from a topographic map and have
 KA0564.an estimated accuracy of +/- 6 seconds.
 KA0564
 KA0564.The orthometric height was determined by differential leveling
 KA0564.and adjusted by the National Geodetic Survey in June 1991..
 KA0564
 KA0564.The geoid height was determined by GEOID03.
 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     -   501,110.      920,140.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0564.See file dsdata.txt to determine how the superseded data were derived.
 KA0564
 KA0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK129013(NAD 83)
 KA0564_MARKER: DB = BENCH MARK DISK
 KA0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0564_STAMPING: J 72 1946
 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 = OCTOBER  6, 2006
 KA0744 ***********************************************************************
 KA0744  DESIGNATION -  J 73
 KA0744  PID         -  KA0744
 KA0744  STATE/COUNTY-  IN/HENDRICKS
 KA0744  USGS QUAD   -  COATESVILLE (1983)
 KA0744
 KA0744                         *CURRENT SURVEY CONTROL
 KA0744  ___________________________________________________________________
 KA0744* NAD 83(1986)-  39 41 42.     (N)    086 39 55.     (W)     SCALED    
 KA0744* NAVD 88     -       274.466  (meters)     900.48   (feet)  POSTED    
 KA0744  ___________________________________________________________________
 KA0744  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KA0744  DYNAMIC HT  -         274.310 (meters)     899.97  (feet)  COMP
 KA0744  MODELED GRAV-     980,063.1   (mgal)                       NAVD 88
 KA0744
 KA0744  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KA0744
 KA0744.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KA0744.rate of 1.1 thru 2.0 mm/km.
 KA0744
 KA0744.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0744.See file dsdata.txt to determine how the superseded data were derived.
 KA0744
 KA0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ286939(NAD 83)
 KA0744_MARKER: DB = BENCH MARK DISK
 KA0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0744_STAMPING: J 73 1946
 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 = OCTOBER  6, 2006
 KA0760 ***********************************************************************
 KA0760  DESIGNATION -  J 74
 KA0760  PID         -  KA0760
 KA0760  STATE/COUNTY-  IN/MONTGOMERY
 KA0760  USGS QUAD   -  NEW MARKET (1980)
 KA0760
 KA0760                         *CURRENT SURVEY CONTROL
 KA0760  ___________________________________________________________________
 KA0760* NAD 83(1986)-  39 55 25.     (N)    086 55 07.     (W)     SCALED    
 KA0760* NAVD 88     -       251.025  (meters)     823.57   (feet)  ADJUSTED  
 KA0760  ___________________________________________________________________
 KA0760  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KA0760  DYNAMIC HT  -         250.888 (meters)     823.12  (feet)  COMP
 KA0760  MODELED GRAV-     980,070.7   (mgal)                       NAVD 88
 KA0760
 KA0760  VERT ORDER  -  SECOND    CLASS 0
 KA0760
 KA0760.The horizontal coordinates were scaled from a topographic map and have
 KA0760.an estimated accuracy of +/- 6 seconds.
 KA0760
 KA0760.The orthometric height was determined by differential leveling
 KA0760.and adjusted by the National Geodetic Survey in June 1991..
 KA0760
 KA0760.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0760.See file dsdata.txt to determine how the superseded data were derived.
 KA0760
 KA0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK069192(NAD 83)
 KA0760_MARKER: DB = BENCH MARK DISK
 KA0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0760_STAMPING: J 74 1946
 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 = OCTOBER  6, 2006
 KA0680 ***********************************************************************
 KA0680  DESIGNATION -  J 75
 KA0680  PID         -  KA0680
 KA0680  STATE/COUNTY-  IN/MONTGOMERY
 KA0680  USGS QUAD   -  LADOGA (1984)
 KA0680
 KA0680                         *CURRENT SURVEY CONTROL
 KA0680  ___________________________________________________________________
 KA0680* NAD 83(1986)-  39 59 21.     (N)    086 46 34.     (W)     SCALED    
 KA0680* NAVD 88     -       262.422  (meters)     860.96   (feet)  ADJUSTED  
 KA0680  ___________________________________________________________________
 KA0680  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 KA0680  DYNAMIC HT  -         262.280 (meters)     860.50  (feet)  COMP
 KA0680  MODELED GRAV-     980,077.7   (mgal)                       NAVD 88
 KA0680
 KA0680  VERT ORDER  -  SECOND    CLASS 0
 KA0680
 KA0680.The horizontal coordinates were scaled from a topographic map and have
 KA0680.an estimated accuracy of +/- 6 seconds.
 KA0680
 KA0680.The orthometric height was determined by differential leveling
 KA0680.and adjusted by the National Geodetic Survey in June 1991..
 KA0680
 KA0680.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0680.See file dsdata.txt to determine how the superseded data were derived.
 KA0680
 KA0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK191265(NAD 83)
 KA0680_MARKER: DB = BENCH MARK DISK
 KA0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0680_STAMPING: J 75 1946
 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 = OCTOBER  6, 2006
 KA0756 ***********************************************************************
 KA0756  DESIGNATION -  J 76
 KA0756  PID         -  KA0756
 KA0756  STATE/COUNTY-  IN/HENDRICKS
 KA0756  USGS QUAD   -  HALL (1970)
 KA0756
 KA0756                         *CURRENT SURVEY CONTROL
 KA0756  ___________________________________________________________________
 KA0756* NAD 83(1986)-  39 36 02.     (N)    086 32 07.     (W)     SCALED    
 KA0756* NAVD 88     -       234.970  (meters)     770.90   (feet)  ADJUSTED  
 KA0756  ___________________________________________________________________
 KA0756  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KA0756  DYNAMIC HT  -         234.839 (meters)     770.47  (feet)  COMP
 KA0756  MODELED GRAV-     980,064.1   (mgal)                       NAVD 88
 KA0756
 KA0756  VERT ORDER  -  SECOND    CLASS 0
 KA0756
 KA0756.The horizontal coordinates were scaled from a topographic map and have
 KA0756.an estimated accuracy of +/- 6 seconds.
 KA0756
 KA0756.The orthometric height was determined by differential leveling
 KA0756.and adjusted by the National Geodetic Survey in June 1991..
 KA0756
 KA0756.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0756.See file dsdata.txt to determine how the superseded data were derived.
 KA0756
 KA0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ398835(NAD 83)
 KA0756_MARKER: DB = BENCH MARK DISK
 KA0756_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0756_SP_SET: BRIDGE
 KA0756_STAMPING: J 76 1946
 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 = OCTOBER  6, 2006
 KA0108 ***********************************************************************
 KA0108  DESIGNATION -  J 77
 KA0108  PID         -  KA0108
 KA0108  STATE/COUNTY-  IN/MARION
 KA0108  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA0108
 KA0108                         *CURRENT SURVEY CONTROL
 KA0108  ___________________________________________________________________
 KA0108* NAD 83(1986)-  39 45 50.     (N)    086 10 29.     (W)     SCALED    
 KA0108* NAVD 88     -       214.956  (meters)     705.23   (feet)  POSTED    
 KA0108  ___________________________________________________________________
 KA0108  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KA0108  DYNAMIC HT  -         214.840 (meters)     704.85  (feet)  COMP
 KA0108  MODELED GRAV-     980,071.6   (mgal)                       NAVD 88
 KA0108
 KA0108  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KA0108
 KA0108.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KA0108.rate of 2.1 thru 3.0 mm/km.
 KA0108
 KA0108.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0108.See file dsdata.txt to determine how the superseded data were derived.
 KA0108
 KA0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK706018(NAD 83)
 KA0108_MARKER: DB = BENCH MARK DISK
 KA0108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0108_SP_SET: OVERPASS
 KA0108_STAMPING: J 77 1946
 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 = OCTOBER  6, 2006
 LB0589 ***********************************************************************
 LB0589  DESIGNATION -  J 78
 LB0589  PID         -  LB0589
 LB0589  STATE/COUNTY-  IN/BOONE
 LB0589  USGS QUAD   -  ROSSTON (1987)
 LB0589
 LB0589                         *CURRENT SURVEY CONTROL
 LB0589  ___________________________________________________________________
 LB0589* NAD 83(1986)-  40 03 20.     (N)    086 17 31.     (W)     SCALED    
 LB0589* NAVD 88     -       286.945  (meters)     941.42   (feet)  ADJUSTED  
 LB0589  ___________________________________________________________________
 LB0589  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 LB0589  DYNAMIC HT  -         286.785 (meters)     940.89  (feet)  COMP
 LB0589  MODELED GRAV-     980,061.1   (mgal)                       NAVD 88
 LB0589
 LB0589  VERT ORDER  -  SECOND    CLASS 0
 LB0589
 LB0589.The horizontal coordinates were scaled from a topographic map and have
 LB0589.an estimated accuracy of +/- 6 seconds.
 LB0589
 LB0589.The orthometric height was determined by differential leveling
 LB0589.and adjusted by the National Geodetic Survey in June 1991..
 LB0589
 LB0589.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0589.See file dsdata.txt to determine how the superseded data were derived.
 LB0589
 LB0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK603341(NAD 83)
 LB0589_MARKER: DB = BENCH MARK DISK
 LB0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0589_STAMPING: J 78 1946
 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 = OCTOBER  6, 2006
 MD1045 ***********************************************************************
 MD1045  DESIGNATION -  J 8
 MD1045  PID         -  MD1045
 MD1045  STATE/COUNTY-  IN/KOSCIUSKO
 MD1045  USGS QUAD   -  WARSAW (1994)
 MD1045
 MD1045                         *CURRENT SURVEY CONTROL
 MD1045  ___________________________________________________________________
 MD1045* NAD 83(1986)-  41 14 18.     (N)    085 51 26.     (W)     SCALED    
 MD1045* NAVD 88     -       252.211  (meters)     827.46   (feet)  ADJUSTED  
 MD1045  ___________________________________________________________________
 MD1045  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 MD1045  DYNAMIC HT  -         252.104 (meters)     827.11  (feet)  COMP
 MD1045  MODELED GRAV-     980,192.2   (mgal)                       NAVD 88
 MD1045
 MD1045  VERT ORDER  -  FIRST     CLASS I
 MD1045
 MD1045.The horizontal coordinates were scaled from a topographic map and have
 MD1045.an estimated accuracy of +/- 6 seconds.
 MD1045
 MD1045.The orthometric height was determined by differential leveling
 MD1045.and adjusted by the National Geodetic Survey in June 1991..
 MD1045.WARNING-Repeat measurements at this control monument indicate possible
 MD1045.vertical movement.
 MD1045
 MD1045.The geoid height was determined by GEOID03.
 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     -   665,040.       84,030.      MT  (+/- 180 meters Scaled)
 MD1045
 MD1045                          SUPERSEDED SURVEY CONTROL
 MD1045
 MD1045  NGVD 29 (01/19/93)  252.343  (m)          827.90   (f) ADJUSTED    1 1
 MD1045
 MD1045.Superseded values are not recommended for survey control.
 MD1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1045.See file dsdata.txt to determine how the superseded data were derived.
 MD1045
 MD1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL957658(NAD 83)
 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     - UNK      MONUMENTED       CGS
 MD1045  HISTORY     - 1958     GOOD             NGS
 MD1045  HISTORY     - 1983     GOOD             USE
 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 NATIONAL 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 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 = OCTOBER  6, 2006
 KA0420 ***********************************************************************
 KA0420  DESIGNATION -  J 81
 KA0420  PID         -  KA0420
 KA0420  STATE/COUNTY-  IN/OWEN
 KA0420  USGS QUAD   -  QUINCY (1958)
 KA0420
 KA0420                         *CURRENT SURVEY CONTROL
 KA0420  ___________________________________________________________________
 KA0420* NAD 83(1986)-  39 27 20.     (N)    086 42 53.     (W)     SCALED    
 KA0420* NAVD 88     -       226.148  (meters)     741.95   (feet)  ADJUSTED  
 KA0420  ___________________________________________________________________
 KA0420  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KA0420  DYNAMIC HT  -         226.019 (meters)     741.53  (feet)  COMP
 KA0420  MODELED GRAV-     980,049.1   (mgal)                       NAVD 88
 KA0420
 KA0420  VERT ORDER  -  SECOND    CLASS 0
 KA0420
 KA0420.The horizontal coordinates were scaled from a topographic map and have
 KA0420.an estimated accuracy of +/- 6 seconds.
 KA0420
 KA0420.The orthometric height was determined by differential leveling
 KA0420.and adjusted by the National Geodetic Survey in June 1991..
 KA0420
 KA0420.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0420.See file dsdata.txt to determine how the superseded data were derived.
 KA0420
 KA0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ245673(NAD 83)
 KA0420_MARKER: DB = BENCH MARK DISK
 KA0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0420_STAMPING: J 81 1946
 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 = OCTOBER  6, 2006
 KA1210 ***********************************************************************
 KA1210  DESIGNATION -  J 82
 KA1210  PID         -  KA1210
 KA1210  STATE/COUNTY-  IN/CLAY
 KA1210  USGS QUAD   -  CLAY CITY (1986)
 KA1210
 KA1210                         *CURRENT SURVEY CONTROL
 KA1210  ___________________________________________________________________
 KA1210* NAD 83(1986)-  39 18 50.     (N)    087 07 20.     (W)     SCALED    
 KA1210* NAVD 88     -       167.066  (meters)     548.12   (feet)  ADJUSTED  
 KA1210  ___________________________________________________________________
 KA1210  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KA1210  DYNAMIC HT  -         166.970 (meters)     547.80  (feet)  COMP
 KA1210  MODELED GRAV-     980,044.4   (mgal)                       NAVD 88
 KA1210
 KA1210  VERT ORDER  -  FIRST     CLASS II
 KA1210
 KA1210.The horizontal coordinates were scaled from a topographic map and have
 KA1210.an estimated accuracy of +/- 6 seconds.
 KA1210
 KA1210.The orthometric height was determined by differential leveling
 KA1210.and adjusted by the National Geodetic Survey in June 1991..
 KA1210
 KA1210.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1210.See file dsdata.txt to determine how the superseded data were derived.
 KA1210
 KA1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ894516(NAD 83)
 KA1210_MARKER: DB = BENCH MARK DISK
 KA1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1210_STAMPING: J 82 1946
 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 = OCTOBER  6, 2006
 KA0915 ***********************************************************************
 KA0915  DESIGNATION -  J 83
 KA0915  PID         -  KA0915
 KA0915  STATE/COUNTY-  IN/VIGO
 KA0915  USGS QUAD   -  ROSEDALE (1983)
 KA0915
 KA0915                         *CURRENT SURVEY CONTROL
 KA0915  ___________________________________________________________________
 KA0915* NAD 83(1986)-  39 32 01.     (N)    087 19 43.     (W)     SCALED    
 KA0915* NAVD 88     -       156.619  (meters)     513.84   (feet)  ADJUSTED  
 KA0915  ___________________________________________________________________
 KA0915  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KA0915  DYNAMIC HT  -         156.529 (meters)     513.55  (feet)  COMP
 KA0915  MODELED GRAV-     980,052.3   (mgal)                       NAVD 88
 KA0915
 KA0915  VERT ORDER  -  FIRST     CLASS II
 KA0915
 KA0915.The horizontal coordinates were scaled from a topographic map and have
 KA0915.an estimated accuracy of +/- 6 seconds.
 KA0915
 KA0915.The orthometric height was determined by differential leveling
 KA0915.and adjusted by the National Geodetic Survey in June 1991..
 KA0915
 KA0915.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0915.See file dsdata.txt to determine how the superseded data were derived.
 KA0915
 KA0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ717760(NAD 83)
 KA0915_MARKER: DB = BENCH MARK DISK
 KA0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0915_STAMPING: J 83 1946
 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 = OCTOBER  6, 2006
 KA0525 ***********************************************************************
 KA0525  DESIGNATION -  J 84
 KA0525  PID         -  KA0525
 KA0525  STATE/COUNTY-  IN/OWEN
 KA0525  USGS QUAD   -  CATARACT (1986)
 KA0525
 KA0525                         *CURRENT SURVEY CONTROL
 KA0525  ___________________________________________________________________
 KA0525* NAD 83(1986)-  39 25 03.     (N)    086 52 28.     (W)     SCALED    
 KA0525* NAVD 88     -       240.655  (meters)     789.55   (feet)  ADJUSTED  
 KA0525  ___________________________________________________________________
 KA0525  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KA0525  DYNAMIC HT  -         240.515 (meters)     789.09  (feet)  COMP
 KA0525  MODELED GRAV-     980,039.8   (mgal)                       NAVD 88
 KA0525
 KA0525  VERT ORDER  -  SECOND    CLASS 0
 KA0525
 KA0525.The horizontal coordinates were scaled from a topographic map and have
 KA0525.an estimated accuracy of +/- 6 seconds.
 KA0525
 KA0525.The orthometric height was determined by differential leveling
 KA0525.and adjusted by the National Geodetic Survey in June 1991..
 KA0525
 KA0525.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0525.See file dsdata.txt to determine how the superseded data were derived.
 KA0525
 KA0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ108631(NAD 83)
 KA0525_MARKER: DB = BENCH MARK DISK
 KA0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0525_STAMPING: J 84 1946
 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 = OCTOBER  6, 2006
 KA0414 ***********************************************************************
 KA0414  DESIGNATION -  J 85
 KA0414  PID         -  KA0414
 KA0414  STATE/COUNTY-  IN/GREENE
 KA0414  USGS QUAD   -  BLOOMFIELD (1980)
 KA0414
 KA0414                         *CURRENT SURVEY CONTROL
 KA0414  ___________________________________________________________________
 KA0414* NAD 83(1986)-  39 01 09.     (N)    086 56 11.     (W)     SCALED    
 KA0414* NAVD 88     -       163.001  (meters)     534.78   (feet)  ADJUSTED  
 KA0414  ___________________________________________________________________
 KA0414  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KA0414  DYNAMIC HT  -         162.901 (meters)     534.45  (feet)  COMP
 KA0414  MODELED GRAV-     980,010.4   (mgal)                       NAVD 88
 KA0414
 KA0414  VERT ORDER  -  FIRST     CLASS II
 KA0414
 KA0414.The horizontal coordinates were scaled from a topographic map and have
 KA0414.an estimated accuracy of +/- 6 seconds.
 KA0414
 KA0414.The orthometric height was determined by differential leveling
 KA0414.and adjusted by the National Geodetic Survey in June 1991..
 KA0414
 KA0414.The geoid height was determined by GEOID03.
 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     -   418,630.      912,730.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0414.See file dsdata.txt to determine how the superseded data were derived.
 KA0414
 KA0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ055189(NAD 83)
 KA0414_MARKER: DB = BENCH MARK DISK
 KA0414_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0414_SP_SET: BRIDGE
 KA0414_STAMPING: J 85 1946
 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 = OCTOBER  6, 2006
 KA0780 ***********************************************************************
 KA0780  DESIGNATION -  J 86
 KA0780  PID         -  KA0780
 KA0780  STATE/COUNTY-  IN/HENDRICKS
 KA0780  USGS QUAD   -  DANVILLE (1970)
 KA0780
 KA0780                         *CURRENT SURVEY CONTROL
 KA0780  ___________________________________________________________________
 KA0780* NAD 83(1986)-  39 45 52.     (N)    086 32 01.     (W)     SCALED    
 KA0780* NAVD 88     -       283.503  (meters)     930.13   (feet)  ADJUSTED  
 KA0780  ___________________________________________________________________
 KA0780  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KA0780  DYNAMIC HT  -         283.347 (meters)     929.61  (feet)  COMP
 KA0780  MODELED GRAV-     980,071.2   (mgal)                       NAVD 88
 KA0780
 KA0780  VERT ORDER  -  FIRST     CLASS II
 KA0780
 KA0780.The horizontal coordinates were scaled from a topographic map and have
 KA0780.an estimated accuracy of +/- 6 seconds.
 KA0780
 KA0780.The orthometric height was determined by differential leveling
 KA0780.and adjusted by the National Geodetic Survey in June 1991..
 KA0780
 KA0780.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0780.See file dsdata.txt to determine how the superseded data were derived.
 KA0780
 KA0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK399017(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0848 ***********************************************************************
 LB0848  DESIGNATION -  J 87
 LB0848  PID         -  LB0848
 LB0848  STATE/COUNTY-  IN/MONTGOMERY
 LB0848  USGS QUAD   -  COLFAX (1980)
 LB0848
 LB0848                         *CURRENT SURVEY CONTROL
 LB0848  ___________________________________________________________________
 LB0848* NAD 83(1986)-  40 11 36.     (N)    086 42 52.     (W)     SCALED    
 LB0848* NAVD 88     -       248.642  (meters)     815.75   (feet)  ADJUSTED  
 LB0848  ___________________________________________________________________
 LB0848  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 LB0848  DYNAMIC HT  -         248.511 (meters)     815.32  (feet)  COMP
 LB0848  MODELED GRAV-     980,091.6   (mgal)                       NAVD 88
 LB0848
 LB0848  VERT ORDER  -  SECOND    CLASS 0
 LB0848
 LB0848.The horizontal coordinates were scaled from a topographic map and have
 LB0848.an estimated accuracy of +/- 6 seconds.
 LB0848
 LB0848.The orthometric height was determined by differential leveling
 LB0848.and adjusted by the National Geodetic Survey in June 1991..
 LB0848
 LB0848.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 LB0848;SPC IN W     -   549,050.      931,410.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0848.See file dsdata.txt to determine how the superseded data were derived.
 LB0848
 LB0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK243492(NAD 83)
 LB0848_MARKER: DB = BENCH MARK DISK
 LB0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0848_STAMPING: J 87 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0794 ***********************************************************************
 LB0794  DESIGNATION -  J 88
 LB0794  PID         -  LB0794
 LB0794  STATE/COUNTY-  IN/TIPPECANOE
 LB0794  USGS QUAD   -  STOCKWELL (1980)
 LB0794
 LB0794                         *CURRENT SURVEY CONTROL
 LB0794  ___________________________________________________________________
 LB0794* NAD 83(1986)-  40 15 31.     (N)    086 48 16.     (W)     SCALED    
 LB0794* NAVD 88     -       234.717  (meters)     770.07   (feet)  ADJUSTED  
 LB0794  ___________________________________________________________________
 LB0794  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 LB0794  DYNAMIC HT  -         234.596 (meters)     769.67  (feet)  COMP
 LB0794  MODELED GRAV-     980,104.7   (mgal)                       NAVD 88
 LB0794
 LB0794  VERT ORDER  -  SECOND    CLASS 0
 LB0794
 LB0794.The horizontal coordinates were scaled from a topographic map and have
 LB0794.an estimated accuracy of +/- 6 seconds.
 LB0794
 LB0794.The orthometric height was determined by differential leveling
 LB0794.and adjusted by the National Geodetic Survey in June 1991..
 LB0794
 LB0794.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0794.See file dsdata.txt to determine how the superseded data were derived.
 LB0794
 LB0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK166564(NAD 83)
 LB0794_MARKER: DB = BENCH MARK DISK
 LB0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0794_STAMPING: J 88 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1966
 LB0794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0830 ***********************************************************************
 LB0830  DESIGNATION -  J 89
 LB0830  PID         -  LB0830
 LB0830  STATE/COUNTY-  IN/TIPPECANOE
 LB0830  USGS QUAD   -  LINDEN (1986)
 LB0830
 LB0830                         *CURRENT SURVEY CONTROL
 LB0830  ___________________________________________________________________
 LB0830* NAD 83(1986)-  40 13 18.     (N)    086 54 14.     (W)     SCALED    
 LB0830* NAVD 88     -       229.745  (meters)     753.76   (feet)  ADJUSTED  
 LB0830  ___________________________________________________________________
 LB0830  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 LB0830  DYNAMIC HT  -         229.627 (meters)     753.37  (feet)  COMP
 LB0830  MODELED GRAV-     980,104.5   (mgal)                       NAVD 88
 LB0830
 LB0830  VERT ORDER  -  SECOND    CLASS 0
 LB0830
 LB0830.The horizontal coordinates were scaled from a topographic map and have
 LB0830.an estimated accuracy of +/- 6 seconds.
 LB0830
 LB0830.The orthometric height was determined by differential leveling
 LB0830.and adjusted by the National Geodetic Survey in June 1991..
 LB0830
 LB0830.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0830.See file dsdata.txt to determine how the superseded data were derived.
 LB0830
 LB0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK081523(NAD 83)
 LB0830_MARKER: DB = BENCH MARK DISK
 LB0830_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0830_SP_SET: BOX CULVERT HEADWALL
 LB0830_STAMPING: J 89 1946
 LB0830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ2075 ***********************************************************************
 JZ2075  DESIGNATION -  J 9
 JZ2075  PID         -  JZ2075
 JZ2075  STATE/COUNTY-  IN/SHELBY
 JZ2075  USGS QUAD   -  HOPE (1993)
 JZ2075
 JZ2075                         *CURRENT SURVEY CONTROL
 JZ2075  ___________________________________________________________________
 JZ2075* NAD 83(1986)-  39 21 53.     (N)    085 49 52.     (W)     SCALED    
 JZ2075* NAVD 88     -       210.930  (meters)     692.03   (feet)  ADJUSTED  
 JZ2075  ___________________________________________________________________
 JZ2075  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JZ2075  DYNAMIC HT  -         210.802 (meters)     691.61  (feet)  COMP
 JZ2075  MODELED GRAV-     980,017.4   (mgal)                       NAVD 88
 JZ2075
 JZ2075  VERT ORDER  -  FIRST     CLASS II
 JZ2075
 JZ2075.The horizontal coordinates were scaled from a topographic map and have
 JZ2075.an estimated accuracy of +/- 6 seconds.
 JZ2075
 JZ2075.The orthometric height was determined by differential leveling
 JZ2075.and adjusted by the National Geodetic Survey in June 1991..
 JZ2075
 JZ2075.The geoid height was determined by GEOID03.
 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     -   457,000.       85,830.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2075.See file dsdata.txt to determine how the superseded data were derived.
 JZ2075
 JZ2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ006579(NAD 83)
 JZ2075_MARKER: DB = BENCH MARK DISK
 JZ2075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2075_STAMPING: ELEV 692.407 FT 211.046 M J 9 1930
 JZ2075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2075+STABILITY: SURFACE MOTION
 JZ2075
 JZ2075  HISTORY     - Date     Condition        Report By
 JZ2075  HISTORY     - 1930     MONUMENTED       CGS
 JZ2075  HISTORY     - 1947     GOOD             NGS
 JZ2075  HISTORY     - 1984     GOOD             INDNR
 JZ2075  HISTORY     - 20030327 GOOD             INDNR
 JZ2075
 JZ2075                          STATION DESCRIPTION
 JZ2075
 JZ2075'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0063 ***********************************************************************
 LB0063  DESIGNATION -  J 91 RESET 1946
 LB0063  PID         -  LB0063
 LB0063  STATE/COUNTY-  IN/CASS
 LB0063  USGS QUAD   -  ANOKA (1980)
 LB0063
 LB0063                         *CURRENT SURVEY CONTROL
 LB0063  ___________________________________________________________________
 LB0063* NAD 83(1986)-  40 43 58.     (N)    086 18 46.     (W)     SCALED    
 LB0063* NAVD 88     -       196.17   (meters)     643.6    (feet)  RESET     
 LB0063  ___________________________________________________________________
 LB0063  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 LB0063
 LB0063  VERT ORDER  -  THIRD
 LB0063
 LB0063.The horizontal coordinates were scaled from a topographic map and have
 LB0063.an estimated accuracy of +/- 6 seconds.
 LB0063
 LB0063.The orthometric height was computed from unverified reset data.
 LB0063
 LB0063.The geoid height was determined by GEOID03.
 LB0063
 LB0063;                    North         East    Units  Estimated Accuracy
 LB0063;SPC IN E     -   609,090.       45,420.      MT  (+/- 180 meters Scaled)
 LB0063
 LB0063                          SUPERSEDED SURVEY CONTROL
 LB0063
 LB0063.No superseded survey control is available for this station.
 LB0063
 LB0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL580093(NAD 83)
 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_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 = OCTOBER  6, 2006
 HZ1670 ***********************************************************************
 HZ1670  DESIGNATION -  J 92
 HZ1670  PID         -  HZ1670
 HZ1670  STATE/COUNTY-  IN/JENNINGS
 HZ1670  USGS QUAD   -  HAYDEN (1993)
 HZ1670
 HZ1670                         *CURRENT SURVEY CONTROL
 HZ1670  ___________________________________________________________________
 HZ1670* NAD 83(1986)-  38 58 48.     (N)    085 42 14.     (W)     SCALED    
 HZ1670* NAVD 88     -       201.246  (meters)     660.25   (feet)  ADJUSTED  
 HZ1670  ___________________________________________________________________
 HZ1670  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 HZ1670  DYNAMIC HT  -         201.119 (meters)     659.84  (feet)  COMP
 HZ1670  MODELED GRAV-     979,991.9   (mgal)                       NAVD 88
 HZ1670
 HZ1670  VERT ORDER  -  FIRST     CLASS II
 HZ1670
 HZ1670.The horizontal coordinates were scaled from a topographic map and have
 HZ1670.an estimated accuracy of +/- 6 seconds.
 HZ1670
 HZ1670.The orthometric height was determined by differential leveling
 HZ1670.and adjusted by the National Geodetic Survey in June 1991..
 HZ1670
 HZ1670.The geoid height was determined by GEOID03.
 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     -   414,280.       96,780.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1670.See file dsdata.txt to determine how the superseded data were derived.
 HZ1670
 HZ1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ122153(NAD 83)
 HZ1670_MARKER: DB = BENCH MARK DISK
 HZ1670_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1670_SP_SET: SIGNAL TOWER
 HZ1670_STAMPING: J 92 1938
 HZ1670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1670
 HZ1670  HISTORY     - Date     Condition        Report By
 HZ1670  HISTORY     - 1938     MONUMENTED       CGS
 HZ1670  HISTORY     - 1947     GOOD             NGS
 HZ1670
 HZ1670                          STATION DESCRIPTION
 HZ1670
 HZ1670'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1870 ***********************************************************************
 JZ1870  DESIGNATION -  J 93 RESET
 JZ1870  PID         -  JZ1870
 JZ1870  STATE/COUNTY-  IN/RIPLEY
 JZ1870  USGS QUAD   -  VERSAILLES (1994)
 JZ1870
 JZ1870                         *CURRENT SURVEY CONTROL
 JZ1870  ___________________________________________________________________
 JZ1870* NAD 83(1986)-  39 05 10.     (N)    085 21 25.     (W)     SCALED    
 JZ1870* NAVD 88     -       288.19   (+/-2cm)     945.5    (feet)  VERTCON   
 JZ1870  ___________________________________________________________________
 JZ1870  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ1870
 JZ1870  VERT ORDER  -  THIRD (See Below)
 JZ1870
 JZ1870.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ1870
 JZ1870.The geoid height was determined by GEOID03.
 JZ1870
 JZ1870;                    North         East    Units  Estimated Accuracy
 JZ1870;SPC IN E     -   426,100.      126,800.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1870.See file dsdata.txt to determine how the superseded data were derived.
 JZ1870
 JZ1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ421276(NAD 83)
 JZ1870_MARKER: DB = BENCH MARK DISK
 JZ1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1870_STAMPING: J 93 RESET 1957
 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             NGS
 JZ1870
 JZ1870                          STATION DESCRIPTION
 JZ1870
 JZ1870'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1693 ***********************************************************************
 LB1693  DESIGNATION -  J 94
 LB1693  PID         -  LB1693
 LB1693  STATE/COUNTY-  IN/TIPPECANOE
 LB1693  USGS QUAD   -  WESTPOINT (1962)
 LB1693
 LB1693                         *CURRENT SURVEY CONTROL
 LB1693  ___________________________________________________________________
 LB1693* NAD 83(1986)-  40 15 32.     (N)    087 04 38.     (W)     SCALED    
 LB1693* NAVD 88     -       219.248  (meters)     719.32   (feet)  ADJUSTED  
 LB1693  ___________________________________________________________________
 LB1693  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 LB1693  DYNAMIC HT  -         219.138 (meters)     718.96  (feet)  COMP
 LB1693  MODELED GRAV-     980,117.7   (mgal)                       NAVD 88
 LB1693
 LB1693  VERT ORDER  -  SECOND    CLASS 0
 LB1693
 LB1693.The horizontal coordinates were scaled from a topographic map and have
 LB1693.an estimated accuracy of +/- 6 seconds.
 LB1693
 LB1693.The orthometric height was determined by differential leveling
 LB1693.and adjusted by the National Geodetic Survey in June 1991..
 LB1693
 LB1693.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1693.See file dsdata.txt to determine how the superseded data were derived.
 LB1693
 LB1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK934564(NAD 83)
 LB1693_MARKER: DB = BENCH MARK DISK
 LB1693_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1693_SP_SET: BRIDGE
 LB1693_STAMPING: J 94 1946
 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 = OCTOBER  6, 2006
 JZ1922 ***********************************************************************
 JZ1922  DESIGNATION -  J 94
 JZ1922  PID         -  JZ1922
 JZ1922  STATE/COUNTY-  IN/DEARBORN
 JZ1922  USGS QUAD   -  DILLSBORO (1992)
 JZ1922
 JZ1922                         *CURRENT SURVEY CONTROL
 JZ1922  ___________________________________________________________________
 JZ1922* NAD 83(1986)-  39 01 50.     (N)    085 02 19.     (W)     SCALED    
 JZ1922* NAVD 88     -       187.216  (meters)     614.22   (feet)  POSTED    
 JZ1922  ___________________________________________________________________
 JZ1922  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ1922  DYNAMIC HT  -         187.100 (meters)     613.84  (feet)  COMP
 JZ1922  MODELED GRAV-     979,987.3   (mgal)                       NAVD 88
 JZ1922
 JZ1922  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JZ1922
 JZ1922.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JZ1922.rate of 0.0 thru 1.0 mm/km.
 JZ1922
 JZ1922.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1922.See file dsdata.txt to determine how the superseded data were derived.
 JZ1922
 JZ1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ697219(NAD 83)
 JZ1922_MARKER: DB = BENCH MARK DISK
 JZ1922_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1922_SP_SET: CURB
 JZ1922_STAMPING: J 94 1938
 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 = OCTOBER  6, 2006
 LB1642 ***********************************************************************
 LB1642  DESIGNATION -  J 95
 LB1642  PID         -  LB1642
 LB1642  STATE/COUNTY-  IN/TIPPECANOE
 LB1642  USGS QUAD   -  WESTPOINT (1962)
 LB1642
 LB1642                         *CURRENT SURVEY CONTROL
 LB1642  ___________________________________________________________________
 LB1642* NAD 83(1986)-  40 20 34.     (N)    087 03 30.     (W)     SCALED    
 LB1642* NAVD 88     -       187.852  (meters)     616.31   (feet)  ADJUSTED  
 LB1642  ___________________________________________________________________
 LB1642  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 LB1642  DYNAMIC HT  -         187.760 (meters)     616.01  (feet)  COMP
 LB1642  MODELED GRAV-     980,133.3   (mgal)                       NAVD 88
 LB1642
 LB1642  VERT ORDER  -  SECOND    CLASS 0
 LB1642
 LB1642.The horizontal coordinates were scaled from a topographic map and have
 LB1642.an estimated accuracy of +/- 6 seconds.
 LB1642
 LB1642.The orthometric height was determined by differential leveling
 LB1642.and adjusted by the National Geodetic Survey in June 1991..
 LB1642
 LB1642.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1642.See file dsdata.txt to determine how the superseded data were derived.
 LB1642
 LB1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK950658(NAD 83)
 LB1642_MARKER: DB = BENCH MARK DISK
 LB1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1642_STAMPING: J 95 1946
 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 = OCTOBER  6, 2006
 LB1680 ***********************************************************************
 LB1680  DESIGNATION -  J 96
 LB1680  PID         -  LB1680
 LB1680  STATE/COUNTY-  IN/MONTGOMERY
 LB1680  USGS QUAD   -  WINGATE (1962)
 LB1680
 LB1680                         *CURRENT SURVEY CONTROL
 LB1680  ___________________________________________________________________
 LB1680* NAD 83(1986)-  40 08 05.     (N)    087 01 28.     (W)     SCALED    
 LB1680* NAVD 88     -       252.027  (meters)     826.86   (feet)  ADJUSTED  
 LB1680  ___________________________________________________________________
 LB1680  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 LB1680  DYNAMIC HT  -         251.894 (meters)     826.42  (feet)  COMP
 LB1680  MODELED GRAV-     980,092.2   (mgal)                       NAVD 88
 LB1680
 LB1680  VERT ORDER  -  SECOND    CLASS 0
 LB1680
 LB1680.The horizontal coordinates were scaled from a topographic map and have
 LB1680.an estimated accuracy of +/- 6 seconds.
 LB1680
 LB1680.The orthometric height was determined by differential leveling
 LB1680.and adjusted by the National Geodetic Survey in June 1991..
 LB1680
 LB1680.The geoid height was determined by GEOID03.
 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     -   542,480.      905,020.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1680.See file dsdata.txt to determine how the superseded data were derived.
 LB1680
 LB1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK979427(NAD 83)
 LB1680_MARKER: DB = BENCH MARK DISK
 LB1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1680_STAMPING: J 96 1946
 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 = OCTOBER  6, 2006
 LB1729 ***********************************************************************
 LB1729  DESIGNATION -  J 97
 LB1729  PID         -  LB1729
 LB1729  STATE/COUNTY-  IN/WARREN
 LB1729  USGS QUAD   -  CHATTERTON (1961)
 LB1729
 LB1729                         *CURRENT SURVEY CONTROL
 LB1729  ___________________________________________________________________
 LB1729* NAD 83(1986)-  40 25 04.     (N)    087 13 08.     (W)     SCALED    
 LB1729* NAVD 88     -       215.303  (meters)     706.37   (feet)  ADJUSTED  
 LB1729  ___________________________________________________________________
 LB1729  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 LB1729  DYNAMIC HT  -         215.195 (meters)     706.02  (feet)  COMP
 LB1729  MODELED GRAV-     980,121.4   (mgal)                       NAVD 88
 LB1729
 LB1729  VERT ORDER  -  SECOND    CLASS 0
 LB1729
 LB1729.The horizontal coordinates were scaled from a topographic map and have
 LB1729.an estimated accuracy of +/- 6 seconds.
 LB1729
 LB1729.The orthometric height was determined by differential leveling
 LB1729.and adjusted by the National Geodetic Survey in June 1991..
 LB1729
 LB1729.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1729.See file dsdata.txt to determine how the superseded data were derived.
 LB1729
 LB1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK814741(NAD 83)
 LB1729_MARKER: DB = BENCH MARK DISK
 LB1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1729_STAMPING: J 97 1946
 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 = OCTOBER  6, 2006
 LB1517 ***********************************************************************
 LB1517  DESIGNATION -  J 98
 LB1517  PID         -  LB1517
 LB1517  STATE/COUNTY-  IN/WARREN
 LB1517  USGS QUAD   -  CHATTERTON (1961)
 LB1517
 LB1517                         *CURRENT SURVEY CONTROL
 LB1517  ___________________________________________________________________
 LB1517* NAD 83(1986)-  40 24 12.     (N)    087 14 23.     (W)     SCALED    
 LB1517* NAVD 88     -       216.133  (meters)     709.10   (feet)  ADJUSTED  
 LB1517  ___________________________________________________________________
 LB1517  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 LB1517  DYNAMIC HT  -         216.025 (meters)     708.74  (feet)  COMP
 LB1517  MODELED GRAV-     980,119.2   (mgal)                       NAVD 88
 LB1517
 LB1517  VERT ORDER  -  SECOND    CLASS 0
 LB1517
 LB1517.The horizontal coordinates were scaled from a topographic map and have
 LB1517.an estimated accuracy of +/- 6 seconds.
 LB1517
 LB1517.The orthometric height was determined by differential leveling
 LB1517.and adjusted by the National Geodetic Survey in June 1991..
 LB1517
 LB1517.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1517.See file dsdata.txt to determine how the superseded data were derived.
 LB1517
 LB1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK796725(NAD 83)
 LB1517_MARKER: DB = BENCH MARK DISK
 LB1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1517_STAMPING: J 98 1946
 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 = OCTOBER  6, 2006
 LB2090 ***********************************************************************
 LB2090  DESIGNATION -  J 99 RESET 1976
 LB2090  PID         -  LB2090
 LB2090  STATE/COUNTY-  IN/WARREN
 LB2090  USGS QUAD   -  WILLIAMSPORT (1992)
 LB2090
 LB2090                         *CURRENT SURVEY CONTROL
 LB2090  ___________________________________________________________________
 LB2090* NAD 83(1986)-  40 20 30.     (N)    087 21 30.     (W)     SCALED    
 LB2090* NAVD 88     -       211.21   (+/-2cm)     692.9    (feet)  VERTCON   
 LB2090  ___________________________________________________________________
 LB2090  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 LB2090
 LB2090  VERT ORDER  -  THIRD (See Below)
 LB2090
 LB2090.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2090
 LB2090.The geoid height was determined by GEOID03.
 LB2090
 LB2090;                    North         East    Units  Estimated Accuracy
 LB2090;SPC IN W     -   565,490.      876,640.      MT  (+/- 180 meters Scaled)
 LB2090
 LB2090                          SUPERSEDED SURVEY CONTROL
 LB2090
 LB2090  NGVD 29 (04/16/04)  211.25   (m)          693.1    (f) RESET       3  
 LB2090
 LB2090.Superseded values are not recommended for survey control.
 LB2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2090.See file dsdata.txt to determine how the superseded data were derived.
 LB2090
 LB2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK695657(NAD 83)
 LB2090_MARKER: DB = BENCH MARK 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_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 = OCTOBER  6, 2006
 KA0421 ***********************************************************************
 KA0421  DESIGNATION -  J J 81
 KA0421  PID         -  KA0421
 KA0421  STATE/COUNTY-  IN/OWEN
 KA0421  USGS QUAD   -  QUINCY (1958)
 KA0421
 KA0421                         *CURRENT SURVEY CONTROL
 KA0421  ___________________________________________________________________
 KA0421* NAD 83(1986)-  39 26 44.     (N)    086 42 06.     (W)     SCALED    
 KA0421* NAVD 88     -       233.242  (meters)     765.23   (feet)  ADJUSTED  
 KA0421  ___________________________________________________________________
 KA0421  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KA0421  DYNAMIC HT  -         233.108 (meters)     764.79  (feet)  COMP
 KA0421  MODELED GRAV-     980,049.4   (mgal)                       NAVD 88
 KA0421
 KA0421  VERT ORDER  -  SECOND    CLASS 0
 KA0421
 KA0421.The horizontal coordinates were scaled from a topographic map and have
 KA0421.an estimated accuracy of +/- 6 seconds.
 KA0421
 KA0421.The orthometric height was determined by differential leveling
 KA0421.and adjusted by the National Geodetic Survey in June 1991..
 KA0421
 KA0421.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0421.See file dsdata.txt to determine how the superseded data were derived.
 KA0421
 KA0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ256662(NAD 83)
 KA0421_MARKER: DB = BENCH MARK DISK
 KA0421_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0421_SP_SET: CULVERT
 KA0421_STAMPING: J J 81 1946
 KA0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0421
 KA0421  HISTORY     - Date     Condition        Report By
 KA0421  HISTORY     - 1946     MONUMENTED       CGS
 KA0421  HISTORY     - 1958     MARK NOT FOUND   NGS
 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 NATIONAL GEODETIC SURVEY 1958
 KA0421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2449 ***********************************************************************
 ME2449  DESIGNATION -  JACKSON
 ME2449  PID         -  ME2449
 ME2449  STATE/COUNTY-  IN/PORTER
 ME2449  USGS QUAD   -  WESTVILLE (1977)
 ME2449
 ME2449                         *CURRENT SURVEY CONTROL
 ME2449  ___________________________________________________________________
 ME2449* NAD 83(1997)-  41 33 04.28573(N)    086 59 05.15854(W)     ADJUSTED  
 ME2449* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 ME2449  ___________________________________________________________________
 ME2449  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 ME2449  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 ME2449
 ME2449  HORZ ORDER  -  SECOND
 ME2449
 ME2449.The horizontal coordinates were established by classical geodetic methods
 ME2449.and adjusted by the National Geodetic Survey in May 1999..
 ME2449
 ME2449.The orthometric height was scaled from a topographic map.
 ME2449
 ME2449.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2449
 ME2449.The geoid height was determined by GEOID03.
 ME2449
 ME2449;                    North         East     Units Scale Factor Converg.
 ME2449;SPC IN W     -   699,775.643   908,223.215   MT  0.99996750   +0 03 55.4
 ME2449;SPC IN W     - 2,295,847.26  2,979,729.00   sFT  0.99996750   +0 03 55.4
 ME2449;UTM  16      - 4,599,947.484   501,270.448   MT  0.99960002   +0 00 36.4
 ME2449
 ME2449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2449!SPC IN W     -   0.99996390  x   0.99996750  =   0.99993140
 ME2449!UTM  16      -   0.99996390  x   0.99960002  =   0.99956393
 ME2449
 ME2449:                Primary Azimuth Mark                     Grid Az
 ME2449:SPC IN W     -  WESTVILLE RAD STA KSD 86 MAST            057 21 44.8
 ME2449:UTM  16      -  WESTVILLE RAD STA KSD 86 MAST            057 25 03.8
 ME2449
 ME2449|---------------------------------------------------------------------|
 ME2449| PID    Reference Object                     Distance      Geod. Az  |
 ME2449|                                                           dddmmss.s |
 ME2449| ME2451 WESTVILLE RAD STA KSD 86 MAST       APPROX. 5.2 KM 0572540.2 |
 ME2449| ME2450 WESTVILLE MUNICIPAL TANK            APPROX. 7.2 KM 0980931.3 |
 ME2449| ME2453 WESTVILLE BEATTY MEM HOSP TANK      APPROX. 7.3 KM 1134915.2 |
 ME2449| CM2903 JACKSON AZ MK                                      1380554.9 |
 ME2449| CM2904 JACKSON RM 1                         26.590 METERS 18845     |
 ME2449| ME2475 LIBERTY TWP MICROWAV KSA 45 LT      APPROX. 4.7 KM 2405021.2 |
 ME2449| CM2905 JACKSON RM 2                         25.000 METERS 27823     |
 ME2449|---------------------------------------------------------------------|
 ME2449
 ME2449                          SUPERSEDED SURVEY CONTROL
 ME2449
 ME2449  NAD 83(1994)-  41 33 04.29064(N)    086 59 05.16110(W) AD(       ) 2
 ME2449  NAD 83(1986)-  41 33 04.29047(N)    086 59 05.16068(W) AD(       ) 2
 ME2449  NAD 27      -  41 33 04.14810(N)    086 59 05.05450(W) AD(       ) 2
 ME2449
 ME2449.Superseded values are not recommended for survey control.
 ME2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2449.See file dsdata.txt to determine how the superseded data were derived.
 ME2449
 ME2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0127099947(NAD 83)
 ME2449_MARKER: DS = TRIANGULATION STATION DISK
 ME2449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2449
 ME2449  HISTORY     - Date     Condition        Report By
 ME2449  HISTORY     - 1952     MONUMENTED       CGS
 ME2449
 ME2449                          STATION DESCRIPTION
 ME2449
 ME2449'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2449'STATION IS LOCATED ABOUT 4 MILES WEST OF WESTVILLE ON GROUNDS OF THE
 ME2449'JACKSON TOWNSHIP
 ME2449'SCHOOL.  IT IS 89 FEET NORTH OF THE NORTHEAST CORNER OF
 ME2449'THE SCHOOL BUILDING, 34 FEET
 ME2449'NORTHWEST OF A 12 INCH MAPLE AND 11 FEET
 ME2449'SOUTH OF A FENCE LINE.  THE MARK IS FLUSH AND
 ME2449'THE DISK IS STAMPED
 ME2449'JACKSON 1952.
 ME2449'
 ME2449'REFERENCE MARK NO. 1 IS 2 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 ME2449'THE SCHOOL
 ME2449'BUILDING.  THE MARK IS FLUSH AND THE DISK IS STAMPED JACKSON
 ME2449'NO 1 1952.
 ME2449'
 ME2449'REFERENCE MARK NO. 2 IS 122 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 ME2449'THE SCHOOL
 ME2449'BUILDING AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK IS FLUSH
 ME2449'AND THE DISK IS STAMPED
 ME2449'JACKSON NO 2 1952.
 ME2449'
 ME2449'AZIMUTH MARK IS 40 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 6, 3
 ME2449'FEET EAST OF A
 ME2449'WHITE WITNESS POST AND 0.5 FOOT NORTH OF A FENCE LINE.
 ME2449'THE MARK PROJECTS ABOUT 4 INCHES
 ME2449'AND THE DISK IS STAMPED JACKSON 1952.
 ME2449'
 ME2449'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 ME2449'HIGHWAY 2 NEAR THE
 ME2449'WEST CITY LIMITS OF WESTVILLE, GO WEST ON HIGHWAY 6
 ME2449'FOR 3.75 MILES TO THE AZIMUTH MARK ON
 ME2449'THE LEFT AS DESCRIBED, CONTINUE
 ME2449'WEST ON HIGHWAY 6 FOR 0.2 MILE TO CROSSROAD, TURN RIGHT
 ME2449'AND GO NORTH ON
 ME2449'PAVED ROAD FOR 0.1 MILE TO SCHOOL AND STATION ON RIGHT AS DESCRIBED.
 ME2449'
 ME2449'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2467 ***********************************************************************
 LB2467  DESIGNATION -  JACKSON
 LB2467  PID         -  LB2467
 LB2467  STATE/COUNTY-  IN/TIPTON
 LB2467  USGS QUAD   -  TIPTON (1980)
 LB2467
 LB2467                         *CURRENT SURVEY CONTROL
 LB2467  ___________________________________________________________________
 LB2467* NAD 83(1997)-  40 19 49.23610(N)    086 03 40.19304(W)     ADJUSTED  
 LB2467* NAVD 88     -       271.06   (+/-2cm)     889.3    (feet)  VERTCON   
 LB2467  ___________________________________________________________________
 LB2467  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 LB2467  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LB2467
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2467
 LB2467.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2467
 LB2467.The geoid height was determined by GEOID03.
 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  =   0.99994337
 LB2467!UTM  16      -   0.99996287  x   0.99967829  =   0.99964117
 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  NGVD 29 (07/19/86)  271.18   (m)          889.7    (f) LEVELING    3  
 LB2467
 LB2467.Superseded values are not recommended for survey control.
 LB2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2467.See file dsdata.txt to determine how the superseded data were derived.
 LB2467
 LB2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7975264846(NAD 83)
 LB2467_MARKER: DS = TRIANGULATION STATION DISK
 LB2467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2345 ***********************************************************************
 HZ2345  DESIGNATION -  JACKSON
 HZ2345  PID         -  HZ2345
 HZ2345  STATE/COUNTY-  IN/CLARK
 HZ2345  USGS QUAD   -  HENRYVILLE (1983)
 HZ2345
 HZ2345                         *CURRENT SURVEY CONTROL
 HZ2345  ___________________________________________________________________
 HZ2345* NAD 83(1997)-  38 30 16.62005(N)    085 52 18.73338(W)     ADJUSTED  
 HZ2345* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 HZ2345  ___________________________________________________________________
 HZ2345  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 HZ2345  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 HZ2345
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2345
 HZ2345.The geoid height was determined by GEOID03.
 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     -   0.99995789  x   0.99997061  =   0.99992850
 HZ2345!UTM  16      -   0.99995789  x   0.99971915  =   0.99967705
 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 USGS 1947                    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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2345.See file dsdata.txt to determine how the superseded data were derived.
 HZ2345
 HZ2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9836662409(NAD 83)
 HZ2345_MARKER: DS = TRIANGULATION STATION DISK
 HZ2345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1979 ***********************************************************************
 JA1979  CBN         -  This is a Cooperative Base Network Control Station.
 JA1979  DESIGNATION -  JACKSON
 JA1979  PID         -  JA1979
 JA1979  STATE/COUNTY-  IN/SPENCER
 JA1979  USGS QUAD   -  CHRISNEY (1988)
 JA1979
 JA1979                         *CURRENT SURVEY CONTROL
 JA1979  ___________________________________________________________________
 JA1979* NAD 83(1997)-  38 03 39.63239(N)    087 02 59.47064(W)     ADJUSTED  
 JA1979* NAVD 88     -       130.5    (meters)     428.     (feet)  GPS OBS   
 JA1979  ___________________________________________________________________
 JA1979  X           -     258,793.490 (meters)                     COMP
 JA1979  Y           -  -5,021,671.262 (meters)                     COMP
 JA1979  Z           -   3,910,839.097 (meters)                     COMP
 JA1979  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 JA1979  ELLIP HEIGHT-          99.08  (meters)          (04/10/98) GPS OBS
 JA1979  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JA1979
 JA1979  HORZ ORDER  -  B
 JA1979  ELLP ORDER  -  FOURTH    CLASS I
 JA1979
 JA1979.The horizontal coordinates were established by GPS observations
 JA1979.and adjusted by the National Geodetic Survey in April 1998..
 JA1979
 JA1979.The orthometric height was determined by GPS observations and a
 JA1979.high-resolution geoid model.
 JA1979
 JA1979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA1979
 JA1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1979
 JA1979.The ellipsoidal height was determined by GPS observations
 JA1979.and is referenced to NAD 83.
 JA1979
 JA1979.The geoid height was determined by GEOID03.
 JA1979
 JA1979;                    North         East     Units Scale Factor Converg.
 JA1979;SPC IN W     -   312,266.149   902,938.128   MT  0.99996677   +0 01 14.3
 JA1979;SPC IN W     - 1,024,493.19  2,962,389.51   sFT  0.99996677   +0 01 14.3
 JA1979;UTM  16      - 4,212,585.303   495,626.672   MT  0.99960024   -0 01 50.6
 JA1979
 JA1979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1979!SPC IN W     -   0.99998445  x   0.99996677  =   0.99995122
 JA1979!UTM  16      -   0.99998445  x   0.99960024  =   0.99958470
 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 2035406.4 |
 JA1979| CG8214 JACKSON AZ MK                                      2654220.3 |
 JA1979|---------------------------------------------------------------------|
 JA1979
 JA1979                          SUPERSEDED SURVEY CONTROL
 JA1979
 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 (07/19/86)  130.63   (m)          428.6    (f) LEVELING    3  
 JA1979
 JA1979.Superseded values are not recommended for survey control.
 JA1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1979.See file dsdata.txt to determine how the superseded data were derived.
 JA1979
 JA1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9562712585(NAD 83)
 JA1979_MARKER: DS = TRIANGULATION STATION DISK
 JA1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1979_STAMPING: JACKSON 1946
 JA1979_MARK LOGO: CGS   
 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 27, 1998
 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
 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
 JA1979'MILES
 JA1979'SOUTH-SOUTHWEST FROM GENTRYVILLE AND 3 MILES NORTH-NORTHWEST FROM
 JA1979'CHRISNEY, THE
 JA1979'STATION IS IN THE NORTHWEST CORNER OF THE FRIENDSHIP
 JA1979'BAPTIST CHURCH YARD, 36 FEET
 JA1979'SOUTH-SOUTHWEST OF THE CHURCH AND 125
 JA1979'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 45
 JA1979'AND 146 FEET NORTH OF
 JA1979'THE CENTERLINE OF HIGHWAY 62.  THE MARK IS FLUSH WITH THE GROUND
 JA1979'AND THE DISK IS
 JA1979'STAMPED JACKSON 1946.
 JA1979'
 JA1979'REFERENCE MARK NO 1 IS 113.95 FEET NORTH-NORTHEAST OF THE STATION,
 JA1979'55 FEET EAST OF THE CHURCH CORNER,
 JA1979'AND 38 FEET WEST OF THE CENTERLINE OF HIGHWAY 45.
 JA1979'THE MARK IS FLUSH WITH THE GROUND AND
 JA1979'THE DISK IS STAMPED 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
 JA1979'THE CHURCH ROAD, 70 FEET WEST-NORTHWEST OF THE JUNCTION
 JA1979'OF THE CENTERLINE OF STATE
 JA1979'HIGHWAYS 45 AND 62.  THE MARK IS FLUSH
 JA1979'WITH THE GROUND AND THE DISK IS STAMPED
 JA1979'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
 JA1979'HIGHWAY 62 AND 4 FEET WEST OF A TELEPHONE POLE, 2.5 FEET
 JA1979'WEST-NORTHWEST OF A WHITE
 JA1979'WITNESS POST.  THE MARK PROJECTS 4 INCHES
 JA1979'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
 JA1979'SOUTH ON STATE HIGHWAY 45 FOR 3.0 MILES TO THE POINT
 JA1979'WHERE HIGHWAY 62 TURNS WEST AND
 JA1979'HIGHWAY 45 TURNS EAST.  STATION IN
 JA1979'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.  THE STATION IS ABOUT 30 METERS (98.4
 JA1979'FT) WEST OF THE CENTER OF HIGHWAY 231 AND ABOUT 36 METERS (118.1 FT)
 JA1979'NORTH OF CENTER OF STATE ROUTE 62.  CONTACT IS MS. PAT KRAMER, RR 1,
 JA1979'GENTRYVILLE IN 47537, PHONE 812-362-8542. LOCATED AZIMUTH 151 DEGREES
 JA1979'AND 29.90 METERS (98.10 FT) TO A TRAFFIC SIGNAL LIGHT POLE, AZIMUTH
 JA1979'184 DEGREES AND 28.90 METERS (94.82 FT) TO A 42-INCH CATAPLA TREE,
 JA1979'AZIMUTH 359 DEGREES AND 20.10 METERS (65.94 FT) TO A 38-INCH MAPLE
 JA1979'TREE, AZIMUTH 45 DEGREES AND 10.99 METERS (36.06 FT) TO THE SOUTHWEST
 JA1979'CORNER OF FRIENDSHIP CHURCH (CHURCH IS NOT IN USE).
 JA1979
 JA1979                          STATION RECOVERY (1998)
 JA1979
 JA1979'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (JCB)
 JA1979'RECOVERED AS DESCRIBED.  WOOLPERT LLP 1998 (JCB).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1376 ***********************************************************************
 LA1376  DESIGNATION -  JACOB
 LA1376  PID         -  LA1376
 LA1376  STATE/COUNTY-  IN/GRANT
 LA1376  USGS QUAD   -  POINT ISABEL (1994)
 LA1376
 LA1376                         *CURRENT SURVEY CONTROL
 LA1376  ___________________________________________________________________
 LA1376* NAD 83(1997)-  40 27 32.90738(N)    085 46 04.18853(W)     ADJUSTED  
 LA1376* NAVD 88     -       268.232  (meters)     880.02   (feet)  ADJUSTED  
 LA1376  ___________________________________________________________________
 LA1376  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 LA1376  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 LA1376  DYNAMIC HT  -         268.094 (meters)     879.57  (feet)  COMP
 LA1376  MODELED GRAV-     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
 LA1376.and adjusted by the National Geodetic Survey in June 1991..
 LA1376
 LA1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA1376
 LA1376.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996330  x   0.99996757  =   0.99993087
 LA1376!UTM  16      -   0.99996330  x   0.99973435  =   0.99969766
 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
 LA1376.Superseded values are not recommended for survey control.
 LA1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1376.See file dsdata.txt to determine how the superseded data were derived.
 LA1376
 LA1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK0447179448(NAD 83)
 LA1376_MARKER: DS = TRIANGULATION STATION DISK
 LA1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1376_STAMPING: JACOB 1934
 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             NGS
 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
 LA1376'MILES EAST OF
 LA1376'ELWOOD, ON LAND OWNED BY MR. JACOBSON, IN THE SOUTHEAST
 LA1376'CORNER OF FARMYARD, 100 YARDS
 LA1376'SOUTHEAST OF JACOBSONS HOUSE,
 LA1376'42 FEET SOUTH OF LANE, 22-1/2 FEET NORTH OF
 LA1376'FENCE LINE, 36 FEET
 LA1376'WEST OF THORN APPLE TREE, 55 FEET SOUTHWEST OF SOUTH GATEPOST,
 LA1376'AND IS 12
 LA1376'INCHES BELOW THE SURFACE.
 LA1376'
 LA1376'TO REACH FROM ELWOOD, GO NORTH ON STATE HIGHWAY 13 FOR 12
 LA1376'MILES TO GRAVEL
 LA1376'CROSS ROAD, THENCE EAST FOR 2 MILES TO CROSSROADS,
 LA1376'THENCE NORTH FOR 0.6 MILE TO
 LA1376'JACOBSONS HOUSE ON THE WEST SIDE OF
 LA1376'ROAD AND STATION.
 LA1376'
 LA1376'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LA1376'BRONZE DISKS SET IN CONCRETE.
 LA1376'
 LA1376'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 1-1/2 FEET
 LA1376'SOUTHWEST OF FENCE
 LA1376'CORNER, 75 FEET EAST-SOUTHEAST OF FARMHOUSE, 36
 LA1376'FEET NORTH OF THE NORTH GATEPOST, AND
 LA1376'IS FLUSH WITH THE GROUND.
 LA1376'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, 5
 LA1376'FEET EAST OF
 LA1376'GARAGE, 6 INCHES SOUTH OF FENCE LINE, 35 FEET SOUTHWEST OF WINDMILL,
 LA1376'AND PROJECTS 5
 LA1376'INCHES.  THE DISTANCE BETWEEN THE REFERENCE
 LA1376'MARKS IS 149.15 FEET.
 LA1376'
 LA1376'AZIMUTH MARK IS SOUTHWEST OF THE STATION, 6 INCHES SOUTH OF
 LA1376'FENCE LINE, 15
 LA1376'FEET NORTH OF CENTER LINE OF ROAD, 0.25 MILE WEST OF
 LA1376'CROSSROADS, WHICH ARE 0.6 MILE
 LA1376'SOUTH OF THE STATION, AND PROJECTS 4 INCHES.
 LA1376
 LA1376                          STATION RECOVERY (1946)
 LA1376
 LA1376'RECOVERY NOTE BY NATIONAL 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.  RM NO 1 IS 2 FEET N OF A FENCE CORNER AND 1 FOOT E OF THE
 LA1376'FENCE.
 LA1376'
 LA1376'RM NO 2 IS NOW IN THE SE CORNER OF A 2 CAR GARAGE, 2 INCHES
 LA1376'BELOW THE SURFACE
 LA1376'OF THE GARAGE FLOOR.
 LA1376'THE FARM IS OWNED BY GRANT T. MUNSON
 LA1376'AND FARMED BY
 LA1376'C. C. NEWHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1375 ***********************************************************************
 LA1375  DESIGNATION -  JACOB AZ MK
 LA1375  PID         -  LA1375
 LA1375  STATE/COUNTY-  IN/GRANT
 LA1375  USGS QUAD   -  POINT ISABEL (1994)
 LA1375
 LA1375                         *CURRENT SURVEY CONTROL
 LA1375  ___________________________________________________________________
 LA1375* NAD 83(1986)-  40 27 02.     (N)    085 46 22.     (W)     SCALED    
 LA1375* NAVD 88     -       267.366  (meters)     877.18   (feet)  ADJUSTED  
 LA1375  ___________________________________________________________________
 LA1375  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 LA1375  DYNAMIC HT  -         267.228 (meters)     876.73  (feet)  COMP
 LA1375  MODELED GRAV-     980,103.4   (mgal)                       NAVD 88
 LA1375
 LA1375  VERT ORDER  -  SECOND    CLASS 0
 LA1375
 LA1375.The horizontal coordinates were scaled from a topographic map and have
 LA1375.an estimated accuracy of +/- 6 seconds.
 LA1375
 LA1375.The orthometric height was determined by differential leveling
 LA1375.and adjusted by the National Geodetic Survey in June 1991..
 LA1375
 LA1375.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1375.See file dsdata.txt to determine how the superseded data were derived.
 LA1375
 LA1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK040784(NAD 83)
 LA1375_MARKER: DR = REFERENCE MARK DISK
 LA1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1375_STAMPING: JACOB AZIMUTH 1934
 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             NGS
 LA1375
 LA1375                          STATION DESCRIPTION
 LA1375
 LA1375'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1377 ***********************************************************************
 LA1377  DESIGNATION -  JACOB RM 1
 LA1377  PID         -  LA1377
 LA1377  STATE/COUNTY-  IN/GRANT
 LA1377  USGS QUAD   -  POINT ISABEL (1994)
 LA1377
 LA1377                         *CURRENT SURVEY CONTROL
 LA1377  ___________________________________________________________________
 LA1377* NAD 83(1986)-  40 27 32.     (N)    085 46 04.     (W)     SCALED    
 LA1377* NAVD 88     -       268.438  (meters)     880.70   (feet)  ADJUSTED  
 LA1377  ___________________________________________________________________
 LA1377  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 LA1377  DYNAMIC HT  -         268.300 (meters)     880.25  (feet)  COMP
 LA1377  MODELED GRAV-     980,104.2   (mgal)                       NAVD 88
 LA1377
 LA1377  VERT ORDER  -  SECOND    CLASS 0
 LA1377
 LA1377.The horizontal coordinates were scaled from a topographic map and have
 LA1377.an estimated accuracy of +/- 6 seconds.
 LA1377
 LA1377.The orthometric height was determined by differential leveling
 LA1377.and adjusted by the National Geodetic Survey in June 1991..
 LA1377
 LA1377.The geoid height was determined by GEOID03.
 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     -   578,480.       91,420.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1377.See file dsdata.txt to determine how the superseded data were derived.
 LA1377
 LA1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK044794(NAD 83)
 LA1377_MARKER: DR = REFERENCE MARK DISK
 LA1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1377_STAMPING: JACOB NO 1 1934
 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             NGS
 LA1377
 LA1377                          STATION DESCRIPTION
 LA1377
 LA1377'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1378 ***********************************************************************
 LA1378  DESIGNATION -  JACOB RM 2
 LA1378  PID         -  LA1378
 LA1378  STATE/COUNTY-  IN/GRANT
 LA1378  USGS QUAD   -  POINT ISABEL (1994)
 LA1378
 LA1378                         *CURRENT SURVEY CONTROL
 LA1378  ___________________________________________________________________
 LA1378* NAD 83(1986)-  40 27 32.     (N)    085 46 04.     (W)     SCALED    
 LA1378* NAVD 88     -       269.573  (meters)     884.42   (feet)  ADJUSTED  
 LA1378  ___________________________________________________________________
 LA1378  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 LA1378  DYNAMIC HT  -         269.435 (meters)     883.97  (feet)  COMP
 LA1378  MODELED GRAV-     980,104.2   (mgal)                       NAVD 88
 LA1378
 LA1378  VERT ORDER  -  SECOND    CLASS 0
 LA1378
 LA1378.The horizontal coordinates were scaled from a topographic map and have
 LA1378.an estimated accuracy of +/- 6 seconds.
 LA1378
 LA1378.The orthometric height was determined by differential leveling
 LA1378.and adjusted by the National Geodetic Survey in June 1991..
 LA1378
 LA1378.The geoid height was determined by GEOID03.
 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     -   578,480.       91,420.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1378.See file dsdata.txt to determine how the superseded data were derived.
 LA1378
 LA1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK044794(NAD 83)
 LA1378_MARKER: DR = REFERENCE MARK DISK
 LA1378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1378_SP_SET: FLOOR
 LA1378_STAMPING: JACOB NO 2 1934
 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             NGS
 LA1378
 LA1378                          STATION DESCRIPTION
 LA1378
 LA1378'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA2206 ***********************************************************************
 LA2206  DESIGNATION -  JALAPA
 LA2206  PID         -  LA2206
 LA2206  STATE/COUNTY-  IN/GRANT
 LA2206  USGS QUAD   -  SOMERSET (1994)
 LA2206
 LA2206                         *CURRENT SURVEY CONTROL
 LA2206  ___________________________________________________________________
 LA2206* NAD 83(1997)-  40 37 33.48370(N)    085 45 03.28703(W)     ADJUSTED  
 LA2206* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 LA2206  ___________________________________________________________________
 LA2206  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 LA2206  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 LA2206
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2206
 LA2206.The geoid height was determined by GEOID03.
 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     -   0.99996603  x   0.99996729  =   0.99993332
 LA2206!UTM  16      -   0.99996603  x   0.99973737  =   0.99970341
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2206.See file dsdata.txt to determine how the superseded data were derived.
 LA2206
 LA2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK0564397987(NAD 83)
 LA2206_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 LA2206'OF JALAPA ON PROPERTY OWNED BY J.W. GENUNIN.  IT IS 31 FEET SOUTH OF
 LA2206'THE CENTER OF A GRAVEL ROAD, 15.5 FEET
 LA2206'SOUTHEAST OF A FENCE CORNER, 11 FEET SOUTH OF AN EASTWEST
 LA2206'FENCE LINE, 11 FEET EAST OF A NORTH-SOUTH FENCE LINE
 LA2206'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
 LA2206'FEET WEST OF A 24 INCH MAPLE
 LA2206'TREE, 21 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT SOUTH
 LA2206'OF THE EAST-WEST FENCE LINE.  THE
 LA2206'MARK IS 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
 LA2206'FOOT EAST OF THE NORTH-SOUTH
 LA2206'FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LA2206'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
 LA2206'CORNER OF A FRAME HOUSE, 18 FEET NORTH OF THE CENTER OF A GRAVEL
 LA2206'ROAD, 3 FEET EAST OF A WHITE
 LA2206'WITNESS POST AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS
 LA2206'2 INCHES AND THE DISK IS STAMPED JALAPA
 LA2206'1948.
 LA2206'
 LA2206'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS 18, 21 AND
 LA2206'37 IN THE WEST SECTION OF
 LA2206'MARION, GO WEST ON STATE HIGHWAYS 18 AND 21 FOR 4.1 MILES TO A GRAVEL
 LA2206'CROSSROAD, TURN RIGHT AND GO NORTH ON
 LA2206'GRAVEL ROAD FOR 4.1 MILES TO AN EAST-WEST GRAVEL ROAD,
 LA2206'TURN RIGHT AND GO EAST FOR 0.5 MILE TO THE
 LA2206'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
 LA2206'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 = OCTOBER  6, 2006
 LA2112 ***********************************************************************
 LA2112  DESIGNATION -  JANNEY
 LA2112  PID         -  LA2112
 LA2112  STATE/COUNTY-  IN/DELAWARE
 LA2112  USGS QUAD   -  GASTON (1994)
 LA2112
 LA2112                         *CURRENT SURVEY CONTROL
 LA2112  ___________________________________________________________________
 LA2112* NAD 83(1997)-  40 17 56.09517(N)    085 34 02.68799(W)     ADJUSTED  
 LA2112* NAVD 88     -       272.     (meters)     892.     (feet)  SCALED    
 LA2112  ___________________________________________________________________
 LA2112  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 LA2112  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 LA2112
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2112
 LA2112.The geoid height was determined by GEOID03.
 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  =   0.99993023
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2112.See file dsdata.txt to determine how the superseded data were derived.
 LA2112
 LA2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2175261919(NAD 83)
 LA2112_MARKER: DS = TRIANGULATION STATION DISK
 LA2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2112_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 LA2112'COUNTY LINE, ABOUT 1.5 MILES NORTH OF STATE HIGHWAY
 LA2112'28, ABOUT 0.5 MILE SOUTH OF THE
 LA2112'EAST-WEST GRAVEL ROAD THAT PASSES
 LA2112'MRS. SAYERS HOUSE, 150 FEET SOUTH OF THE SOUTHEAST
 LA2112'CORNER OF A
 LA2112'TREE GROVE, ON THE PROPERTY CORNER BETWEEN MRS. SAYER ON THE
 LA2112'NORTHWEST, GEORGE
 LA2112'PURDUE ON THE NORTHEAST, WILLIAM THOMAS ON THE SOUTHEAST,
 LA2112'AND THE METROPOLITAN LIFE
 LA2112'INSURANCE COMPANY ON THE SOUTHWEST,
 LA2112'AND PROJECTS 5 INCHES.
 LA2112'
 LA2112'TO REACH FROM MUNCIE, GO NORTH FROM THE COURTHOUSE 6.1 MILES
 LA2112'ON STATE HIGHWAY 3
 LA2112'TO ITS JUNCTION WITH STATE HIGHWAY 28, TURN
 LA2112'WEST ON STATE HIGHWAY 28 AND GO 11.0
 LA2112'MILES TO THE DELAWARE-MADISON
 LA2112'COUNTY LINE, TURN RIGHT (NORTH) ON GRAVEL ROAD AND GO
 LA2112'2.0 MILES TO
 LA2112'AN EAST-WEST GRAVEL ROAD, TURN EAST AND GO 0.3 MILE TO A BOARD
 LA2112'GATE ON THE SOUTH AT
 LA2112'MRS. SAYERS BARN LOT, TURN THROUGH GATE AND
 LA2112'GO SOUTH THROUGH BARN LOT AND PASTURE
 LA2112'ABOUT 0.7 MILE TO THE PROPERTY
 LA2112'CORNER AND THE STATION.
 LA2112'
 LA2112'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LA2112'BRONZE DISKS SET IN CONCRETE.
 LA2112'
 LA2112'REFERENCE MARK NO. 1 IS 144.87 FEET NORTH OF STATION, 2 FEET
 LA2112'EAST OF FENCE
 LA2112'LINE, AND 5 FEET SOUTH OF SOUTHEAST CORNER OF GROVE,
 LA2112'AND PROJECTS 3 INCHES.
 LA2112'REFERENCE MARK NO. 2 IS 107.51 FEET EAST
 LA2112'OF STATION ON THE EAST-WEST FENCE LINE,
 LA2112'180.04 FEET SOUTHEAST OF
 LA2112'REFERENCE MARK NO. 1, AND PROJECTS 4 INCHES.
 LA2112'
 LA2112'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE NORTH OF STATION, ON
 LA2112'SOUTH SIDE OF THE
 LA2112'EAST-WEST GRAVEL ROAD, 18 FEET SOUTH OF ITS
 LA2112'CENTER-LINE, 1 FOOT NORTH OF FENCE
 LA2112'LINE, 115 FEET EAST OF FENCE
 LA2112'CORNER THAT IS ALSO PROPERTY CORNER BETWEEN MRS.
 LA2112'SAYER AND MR.
 LA2112'PURDUE, AND PROJECTS 3 INCHES.
 LA2112'
 LA2112'HEIGHT OF LIGHT ABOVE STATION MARK 113 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1423 ***********************************************************************
 ME1423  DESIGNATION -  JAS L 21
 ME1423  PID         -  ME1423
 ME1423  STATE/COUNTY-  IN/JASPER
 ME1423  USGS QUAD   -  PARR (1980)
 ME1423
 ME1423                         *CURRENT SURVEY CONTROL
 ME1423  ___________________________________________________________________
 ME1423* NAD 83(1986)-  41 01 36.     (N)    087 07 48.     (W)     SCALED    
 ME1423* NAVD 88     -       206.785  (meters)     678.43   (feet)  ADJUSTED  
 ME1423  ___________________________________________________________________
 ME1423  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME1423  DYNAMIC HT  -         206.696 (meters)     678.14  (feet)  COMP
 ME1423  MODELED GRAV-     980,188.2   (mgal)                       NAVD 88
 ME1423
 ME1423  VERT ORDER  -  SECOND    CLASS 0
 ME1423
 ME1423.The horizontal coordinates were scaled from a topographic map and have
 ME1423.an estimated accuracy of +/- 6 seconds.
 ME1423
 ME1423.The orthometric height was determined by differential leveling
 ME1423.and adjusted by the National Geodetic Survey in June 1991..
 ME1423
 ME1423.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1423.See file dsdata.txt to determine how the superseded data were derived.
 ME1423
 ME1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL890417(NAD 83)
 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             NGS
 ME1423  HISTORY     - 20050830 MARK NOT FOUND   BUTLER
 ME1423
 ME1423                          STATION DESCRIPTION
 ME1423
 ME1423'DESCRIBED BY NATIONAL 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 AND SEUFERT INC 2005 (JRC)
 ME1423'THE BRIDGE HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1426 ***********************************************************************
 ME1426  DESIGNATION -  JAS L 22
 ME1426  PID         -  ME1426
 ME1426  STATE/COUNTY-  IN/JASPER
 ME1426  USGS QUAD   -  GIFFORD (1962)
 ME1426
 ME1426                         *CURRENT SURVEY CONTROL
 ME1426  ___________________________________________________________________
 ME1426* NAD 83(1986)-  41 01 38.     (N)    087 04 47.     (W)     SCALED    
 ME1426* NAVD 88     -       207.726  (meters)     681.51   (feet)  ADJUSTED  
 ME1426  ___________________________________________________________________
 ME1426  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ME1426  DYNAMIC HT  -         207.636 (meters)     681.22  (feet)  COMP
 ME1426  MODELED GRAV-     980,186.1   (mgal)                       NAVD 88
 ME1426
 ME1426  VERT ORDER  -  SECOND    CLASS 0
 ME1426
 ME1426.The horizontal coordinates were scaled from a topographic map and have
 ME1426.an estimated accuracy of +/- 6 seconds.
 ME1426
 ME1426.The orthometric height was determined by differential leveling
 ME1426.and adjusted by the National Geodetic Survey in June 1991..
 ME1426
 ME1426.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1426.See file dsdata.txt to determine how the superseded data were derived.
 ME1426
 ME1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL932417(NAD 83)
 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             NGS
 ME1426  HISTORY     - 20050830 MARK NOT FOUND   BUTLER
 ME1426
 ME1426                          STATION DESCRIPTION
 ME1426
 ME1426'DESCRIBED BY NATIONAL 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 AND SEUFERT INC 2005 (JRC)
 ME1426'THE BRIDGE HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1331 ***********************************************************************
 ME1331  DESIGNATION -  JAS L 45
 ME1331  PID         -  ME1331
 ME1331  STATE/COUNTY-  IN/JASPER
 ME1331  USGS QUAD   -  WHEATFIELD (1992)
 ME1331
 ME1331                         *CURRENT SURVEY CONTROL
 ME1331  ___________________________________________________________________
 ME1331* NAD 83(1997)-  41 13 50.72259(N)    087 02 41.75217(W)     ADJUSTED  
 ME1331* NAVD 88     -       201.601  (meters)     661.42   (feet)  ADJUSTED  
 ME1331  ___________________________________________________________________
 ME1331  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 ME1331  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME1331  DYNAMIC HT  -         201.516 (meters)     661.14  (feet)  COMP
 ME1331  MODELED GRAV-     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
 ME1331.and adjusted by the National Geodetic Survey in June 1991..
 ME1331
 ME1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME1331
 ME1331.The geoid height was determined by GEOID03.
 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;                    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     -   0.99997367  x   0.99996679  =   0.99994047
 ME1331!UTM  16      -   0.99997367  x   0.99960017  =   0.99957386
 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
 ME1331.Superseded values are not recommended for survey control.
 ME1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1331.See file dsdata.txt to determine how the superseded data were derived.
 ME1331
 ME1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9623464375(NAD 83)
 ME1331_MARKER: DB = BENCH MARK DISK
 ME1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1331_SP_SET: 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             NGS
 ME1331  HISTORY     - 1971     GOOD             BRADY
 ME1331  HISTORY     - 1984     GOOD             BRADY
 ME1331
 ME1331                          STATION DESCRIPTION
 ME1331
 ME1331'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1425 ***********************************************************************
 LB1425  DESIGNATION -  JAS L 48
 LB1425  PID         -  LB1425
 LB1425  STATE/COUNTY-  IN/JASPER
 LB1425  USGS QUAD   -  WOLCOTT (1991)
 LB1425
 LB1425                         *CURRENT SURVEY CONTROL
 LB1425  ___________________________________________________________________
 LB1425* NAD 83(1986)-  40 52 01.     (N)    087 04 31.     (W)     SCALED    
 LB1425* NAVD 88     -       204.416  (meters)     670.65   (feet)  ADJUSTED  
 LB1425  ___________________________________________________________________
 LB1425  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 LB1425  DYNAMIC HT  -         204.325 (meters)     670.36  (feet)  COMP
 LB1425  MODELED GRAV-     980,175.6   (mgal)                       NAVD 88
 LB1425
 LB1425  VERT ORDER  -  SECOND    CLASS 0
 LB1425
 LB1425.The horizontal coordinates were scaled from a topographic map and have
 LB1425.an estimated accuracy of +/- 6 seconds.
 LB1425
 LB1425.The orthometric height was determined by differential leveling
 LB1425.and adjusted by the National Geodetic Survey in June 1991..
 LB1425
 LB1425.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1425.See file dsdata.txt to determine how the superseded data were derived.
 LB1425
 LB1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL936239(NAD 83)
 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             NGS
 LB1425
 LB1425                          STATION DESCRIPTION
 LB1425
 LB1425'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1351 ***********************************************************************
 LB1351  DESIGNATION -  JAS L 49
 LB1351  PID         -  LB1351
 LB1351  STATE/COUNTY-  IN/JASPER
 LB1351  USGS QUAD   -  RENSSELAER (1980)
 LB1351
 LB1351                         *CURRENT SURVEY CONTROL
 LB1351  ___________________________________________________________________
 LB1351* NAD 83(1986)-  40 56 06.     (N)    087 09 14.     (W)     SCALED    
 LB1351* NAVD 88     -       200.146  (meters)     656.65   (feet)  ADJUSTED  
 LB1351  ___________________________________________________________________
 LB1351  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 LB1351  DYNAMIC HT  -         200.059 (meters)     656.36  (feet)  COMP
 LB1351  MODELED GRAV-     980,186.7   (mgal)                       NAVD 88
 LB1351
 LB1351  VERT ORDER  -  SECOND    CLASS 0
 LB1351
 LB1351.The horizontal coordinates were scaled from a topographic map and have
 LB1351.an estimated accuracy of +/- 6 seconds.
 LB1351
 LB1351.The orthometric height was determined by differential leveling
 LB1351.and adjusted by the National Geodetic Survey in June 1991..
 LB1351
 LB1351.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1351.See file dsdata.txt to determine how the superseded data were derived.
 LB1351
 LB1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL870315(NAD 83)
 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             NGS
 LB1351
 LB1351                          STATION DESCRIPTION
 LB1351
 LB1351'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1800 ***********************************************************************
 KA1800  DESIGNATION -  JASONVILLE
 KA1800  PID         -  KA1800
 KA1800  STATE/COUNTY-  IN/GREENE
 KA1800  USGS QUAD   -  JASONVILLE (1986)
 KA1800
 KA1800                         *CURRENT SURVEY CONTROL
 KA1800  ___________________________________________________________________
 KA1800* NAD 83(1997)-  39 09 36.66030(N)    087 12 08.76568(W)     ADJUSTED  
 KA1800* NAVD 88     -       195.     (meters)     640.     (feet)  SCALED    
 KA1800  ___________________________________________________________________
 KA1800  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 KA1800  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KA1800
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1800
 KA1800.The geoid height was determined by GEOID03.
 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     -   0.99997452  x   0.99996797  =   0.99994249
 KA1800!UTM  16      -   0.99997452  x   0.99960377  =   0.99957830
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1800.See file dsdata.txt to determine how the superseded data were derived.
 KA1800
 KA1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8251034572(NAD 83)
 KA1800_MARKER: DS = TRIANGULATION STATION DISK
 KA1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2463 ***********************************************************************
 LB2463  DESIGNATION -  JASPER
 LB2463  PID         -  LB2463
 LB2463  STATE/COUNTY-  IN/TIPTON
 LB2463  USGS QUAD   -  TIPTON (1980)
 LB2463
 LB2463                         *CURRENT SURVEY CONTROL
 LB2463  ___________________________________________________________________
 LB2463* NAD 83(1997)-  40 16 38.09737(N)    086 02 01.36372(W)     ADJUSTED  
 LB2463* NAVD 88     -       265.86   (+/-2cm)     872.2    (feet)  VERTCON   
 LB2463  ___________________________________________________________________
 LB2463  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 LB2463  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 LB2463
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2463
 LB2463.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2463
 LB2463.The geoid height was determined by GEOID03.
 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     -   0.99996368  x   0.99997866  =   0.99994234
 LB2463!UTM  16      -   0.99996368  x   0.99968307  =   0.99964676
 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  NGVD 29 (07/19/86)  265.98   (m)          872.6    (f) LEVELING    3  
 LB2463
 LB2463.Superseded values are not recommended for survey control.
 LB2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2463.See file dsdata.txt to determine how the superseded data were derived.
 LB2463
 LB2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8214858978(NAD 83)
 LB2463_MARKER: DS = TRIANGULATION STATION DISK
 LB2463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2151 ***********************************************************************
 LB2151  DESIGNATION -  JASPER CO AIRPORT AIRWAY BCN
 LB2151  PID         -  LB2151
 LB2151  STATE/COUNTY-  IN/JASPER
 LB2151  USGS QUAD   -  RENSSELAER (1980)
 LB2151
 LB2151                         *CURRENT SURVEY CONTROL
 LB2151  ___________________________________________________________________
 LB2151* NAD 83(1997)-  40 56 30.30889(N)    087 10 57.61683(W)     ADJUSTED  
 LB2151* NAVD 88     -                                                        
 LB2151  ___________________________________________________________________
 LB2151  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 LB2151  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 LB2151
 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
 LB2151.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2151
 LB2151.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2151
 LB2151  NAD 83(1986)-  40 56 30.31411(N)    087 10 57.62621(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2151.See file dsdata.txt to determine how the superseded data were derived.
 LB2151
 LB2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8462432307(NAD 83)
 LB2151_MARKER: 22 = AIRWAY 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 = OCTOBER  6, 2006
 JA1896 ***********************************************************************
 JA1896  DESIGNATION -  JASPER INDIANA DESK CO TANK
 JA1896  PID         -  JA1896
 JA1896  STATE/COUNTY-  IN/DUBOIS
 JA1896  USGS QUAD   -  JASPER (1990)
 JA1896
 JA1896                         *CURRENT SURVEY CONTROL
 JA1896  ___________________________________________________________________
 JA1896* NAD 83(1997)-  38 23 44.98692(N)    086 55 40.36550(W)     ADJUSTED  
 JA1896* NAVD 88     -                                                        
 JA1896  ___________________________________________________________________
 JA1896  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 JA1896  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 JA1896
 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
 JA1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1896
 JA1896.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1896
 JA1896  NAD 83(1993)-  38 23 44.99084(N)    086 55 40.36754(W) AD(       ) 4
 JA1896  NAD 83(1986)-  38 23 44.99383(N)    086 55 40.36809(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1896.See file dsdata.txt to determine how the superseded data were derived.
 JA1896
 JA1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0629849737(NAD 83)
 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 = OCTOBER  6, 2006
 JA1897 ***********************************************************************
 JA1897  DESIGNATION -  JASPER LIGHT AND WATER STACK
 JA1897  PID         -  JA1897
 JA1897  STATE/COUNTY-  IN/DUBOIS
 JA1897  USGS QUAD   -  JASPER (1990)
 JA1897
 JA1897                         *CURRENT SURVEY CONTROL
 JA1897  ___________________________________________________________________
 JA1897* NAD 83(1997)-  38 23 32.63217(N)    086 55 32.11317(W)     ADJUSTED  
 JA1897* NAVD 88     -                                                        
 JA1897  ___________________________________________________________________
 JA1897  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 JA1897  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 JA1897
 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
 JA1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1897
 JA1897.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1897
 JA1897  NAD 83(1993)-  38 23 32.63675(N)    086 55 32.11576(W) AD(       ) 4
 JA1897  NAD 83(1986)-  38 23 32.63931(N)    086 55 32.11596(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1897.See file dsdata.txt to determine how the superseded data were derived.
 JA1897
 JA1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0649849356(NAD 83)
 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 = OCTOBER  6, 2006
 JA1893 ***********************************************************************
 JA1893  DESIGNATION -  JASPER N BASE
 JA1893  PID         -  JA1893
 JA1893  STATE/COUNTY-  IN/DUBOIS
 JA1893  USGS QUAD   -  JASPER (1990)
 JA1893
 JA1893                         *CURRENT SURVEY CONTROL
 JA1893  ___________________________________________________________________
 JA1893* NAD 83(1997)-  38 26 40.08561(N)    086 56 16.24150(W)     ADJUSTED  
 JA1893* NAVD 88     -       149.     (meters)     489.     (feet)  SCALED    
 JA1893  ___________________________________________________________________
 JA1893  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 JA1893  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 JA1893
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1893
 JA1893.The geoid height was determined by GEOID03.
 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     -   0.99998173  x   0.99996865  =   0.99995038
 JA1893!UTM  16      -   0.99998173  x   0.99960036  =   0.99958210
 JA1893
 JA1893|---------------------------------------------------------------------|
 JA1893| PID    Reference Object                     Distance      Geod. Az  |
 JA1893|                                                           dddmmss.s |
 JA1893| CG8225 JASPER N BASE RM 1                   48.897 METERS 07846     |
 JA1893| CG8224 JASPER N BASE AZ MK                                1804750.7 |
 JA1893| CG8226 JASPER N BASE RM 2                   39.227 METERS 28027     |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1893.See file dsdata.txt to determine how the superseded data were derived.
 JA1893
 JA1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0542455133(NAD 83)
 JA1893_MARKER: DS = TRIANGULATION STATION DISK
 JA1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1893'CHURCH IN JASPER, IN THE NORTH EDGE OF A BARE FIELD, 325
 JA1893'FEET WEST OF THE CENTERLINE
 JA1893'OF THE HIGHWAY AND 33 FEET SOUTH OF A
 JA1893'GRAVEL ROAD LEADING TO A FARM.  THE MARK IS 12
 JA1893'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
 JA1893'HIGHWAY, 6 FEET SOUTH OF THE GRAVEL ROAD AND 1 FOOT
 JA1893'SOUTHWEST OF A WHITE WITNESS POST.
 JA1893'THE MARK PROJECTS 6 INCHES AND
 JA1893'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
 JA1893'FOOT EAST OF A TELEPHONE POLE.  THE MARK PROJECTS 8
 JA1893'INCHES AND THE DISK IS STAMPED
 JA1893'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
 JA1893'56, 2 FEET NORTH OF A WHITE WITNESS POST, AT A FENCE
 JA1893'CORNER.  THE MARK PROJECTS 8 INCHES
 JA1893'AND THE DISK IS STAMPED JASPER
 JA1893'NORTH BASE 1946.
 JA1893'
 JA1893'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 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  USGS QUAD   -  JASPER (1990)
 CG8225
 CG8225                         *CURRENT SURVEY CONTROL
 CG8225  ___________________________________________________________________
 CG8225* NAD 83(1997)-  38 26 40.39439(N)    086 56 14.26371(W)     ADJUSTED  
 CG8225* NAVD 88     -       150.5    (meters)     494.     (feet)  GPS OBS   
 CG8225  ___________________________________________________________________
 CG8225  X           -     267,250.499 (meters)                     COMP
 CG8225  Y           -  -4,994,846.380 (meters)                     COMP
 CG8225  Z           -   3,944,284.137 (meters)                     COMP
 CG8225  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 CG8225  ELLIP HEIGHT-         118.05  (meters)          (01/19/05) GPS OBS
 CG8225  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 CG8225
 CG8225  HORZ ORDER  -  A
 CG8225  ELLP ORDER  -  FOURTH    CLASS I
 CG8225
 CG8225.The horizontal coordinates were established by GPS observations
 CG8225.and adjusted by the National Geodetic Survey in January 2005..
 CG8225
 CG8225.The orthometric height was determined by GPS observations and a
 CG8225.high-resolution geoid model.
 CG8225
 CG8225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG8225
 CG8225.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG8225
 CG8225.The ellipsoidal height was determined by GPS observations
 CG8225.and is referenced to NAD 83.
 CG8225
 CG8225.The geoid height was determined by GEOID03.
 CG8225
 CG8225;                    North         East     Units Scale Factor Converg.
 CG8225;SPC IN W     -   354,848.283   912,748.624   MT  0.99996867   +0 05 26.9
 CG8225;SPC IN W     - 1,164,198.08  2,994,576.11   sFT  0.99996867   +0 05 26.9
 CG8225;UTM  16      - 4,255,142.943   505,471.890   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  =   0.99958185
 CG8225
 CG8225                          SUPERSEDED SURVEY CONTROL
 CG8225
 CG8225.No superseded survey control is available for this station.
 CG8225
 CG8225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0547255143(NAD 83)
 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 = OCTOBER  6, 2006
 JA1890 ***********************************************************************
 JA1890  DESIGNATION -  JASPER S BASE RESET
 JA1890  PID         -  JA1890
 JA1890  STATE/COUNTY-  IN/DUBOIS
 JA1890  USGS QUAD   -  JASPER (1990)
 JA1890
 JA1890                         *CURRENT SURVEY CONTROL
 JA1890  ___________________________________________________________________
 JA1890* NAD 83(1997)-  38 24 27.85865(N)    086 56 21.18006(W)     ADJUSTED  
 JA1890* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 JA1890  ___________________________________________________________________
 JA1890  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 JA1890  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JA1890
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1890
 JA1890.The geoid height was determined by GEOID03.
 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     -   0.99997733  x   0.99996862  =   0.99994595
 JA1890!UTM  16      -   0.99997733  x   0.99960035  =   0.99957769
 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 USGS 1946                   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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1890.See file dsdata.txt to determine how the superseded data were derived.
 JA1890
 JA1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0530751058(NAD 83)
 JA1890_MARKER: DS = TRIANGULATION STATION DISK
 JA1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1890'COURTHOUSE IN THE SOUTHWEST CORNER OF THE GROUNDS OF THE
 JA1890'INDIANA STATE POLICE POST
 JA1890'NO 8, 56 FEET NORTH OF THE CENTERLINE OF A
 JA1890'GRAVEL ROAD AND 38 FEET NORTHWEST OF A POWER
 JA1890'POLE.  THE MARK IS FLUSH
 JA1890'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
 JA1890'GRAVEL ROAD, 10 FEET SOUTHWEST OF A POWER POLE WITH A
 JA1890'TRANSFORMER AND IS ON THE SOUTH
 JA1890'EDGE OF THE POST GROUNDS.  THE MARK
 JA1890'PROJECTS 6 INCHES AND THE DISK IS STAMPED JASPER S
 JA1890'BASE 1946 NO 1.
 JA1890'
 JA1890'REFERENCE MARK NO 2 IS 111.22 FEET (SLOPE DISTANCE) NORTH OF THE
 JA1890'STATION, 123 FEET
 JA1890'SOUTHWEST OF THE SOUTHWEST LEG OF THE RADIO MAST AND IS ON THE
 JA1890'WEST EDGE OF THE POST
 JA1890'GROUNDS.  THE MARK PROJECTS 7 INCHES AND THE
 JA1890'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
 JA1890'CENTERLINE OF HIGHWAY 45, 3 FEET WEST OF A TELEPHONE POLE AND
 JA1890'2 FEET SOUTHWEST OF A
 JA1890'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND
 JA1890'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
 JA1890'NORTHWEST OF THE INTERSECTION OF THE CENTERLINES OF A
 JA1890'CROSSROADS, 37 FEET
 JA1890'WEST OF THE CENTERLINE OF HIGHWAY 45, 17 FEET
 JA1890'NORTH OF A POWER POLE WITH A
 JA1890'TRANSFORMER AND IS IN THE SOUTHEAST
 JA1890'CORNER OF THE POST GROUNDS.  IT IS A STANDARD
 JA1890'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
 JA1890'STATION, MEASUREMENT WAS MADE TO A POINT FORMED BY
 JA1890'THE INTERSECTION OF THE DIAGONALS
 JA1890'OF OPPOSITE LEGS, DIRECTION WAS
 JA1890'TAKEN TO THE SAME POINT.  IT IS A 4 LEG STEEL TOWER
 JA1890'ABOUT 220 FEET
 JA1890'HIGH THAT IS PAINTED RED AND WHITE AND IS 57 FEET WEST OF THE
 JA1890'SOUTHWEST CORNER
 JA1890'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,
 JA1890'GO NORTH ON STATE HIGHWAY 45 FOR 1.0 MILE TO THE
 JA1890'AZIMUTH MARK ON THE LEFT, THEN
 JA1890'CONTINUE 0.2 MILE TO THE TOP OF THE
 JA1890'HILL AND A CROSSROADS, GO LEFT ON A GRAVEL ROAD
 JA1890'ALONG THE SOUTH SIDE
 JA1890'OF THE POLICE POST GROUNDS FOR 0.1 MILE TO THE STATION ON THE
 JA1890'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
 JA1890'WERE FOUND INTACT.  AT THE POINT OF STATION THERE HAS
 JA1890'BEEN SOME GRADING DONE TO MAKE A
 JA1890'BALL FIELD.  POSSIBLY THE MARKER WAS
 JA1890'DESTROYED OR COVERED UP.  INQUIRY AT THE POLICE
 JA1890'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
 JA1890'CONDITION.  THE SURFACE MARK EVIDENTLY HAS BEEN GRADED
 JA1890'OUT.  ACCORDING TO THE STATE
 JA1890'POLICE THE GRADE AT THE STATION SITE HAS
 JA1890'BEEN LOWERED ABOUT 2 FEET.  THE AZIMUTH MARK
 JA1890'WAS SEARCHED FOR BUT NOT
 JA1890'FOUND AND SHOULD BE CONSIDERED AS LOST.  THERE WERE NO VISIBLE
 JA1890'OBJECTS TO
 JA1890'SET A NEW AZIMUTH MARK FROM.  THE ORIGINAL RADIO MAST HAS
 JA1890'BEEN TORN DOWN AND A NEW ONE
 JA1890'SET NEAR THE OLD SITE.  A NEW
 JA1890'DESCRIPTION FOLLOWS.
 JA1890'
 JA1890'STATION IS LOCATED AT THE NORTH EDGE OF JASPER AT THE SOUTHWEST EDGE
 JA1890'OF THE INDIANA
 JA1890'STATE POLICE POST 8 GROUNDS.  IT IS 229 FEET SOUTHWEST
 JA1890'OF THE SOUTHWEST CORNER OF THE OF
 JA1890'THE STATE POLICE HEADQUARTERS AND
 JA1890'54 FEET NORTH OF THE CENTERLINE OF SCHUETTER ROAD.
 JA1890'THE MONUMENT IS 6
 JA1890'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK ARE STAMPED
 JA1890'JASPER S BASE 1946 1968.
 JA1890'
 JA1890'REFERENCE MARK 1 IS 9 FEET SOUTHWEST OF A POWER POLE WITH A
 JA1890'TRANSFORMER, 9
 JA1890'FEET SOUTHWEST OF A 6 X 6 FOOT CONCRETE SLAB AND 22
 JA1890'FEET NORTH OF THE CENTERLINE OF
 JA1890'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
 JA1890'7 FEET SOUTH OF A
 JA1890'10 INCH PINE TREE.  THE MONUMENT PROJECTS 8 INCHES
 JA1890'AND THE DISK IS STAMPED JASPER S
 JA1890'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
 JA1890'X6 INCHES) FLUSH WITH THE GROUND.  IT IS 54 FEET
 JA1890'NORTHWEST OF THE INTERSECTION OF
 JA1890'NEWTON STREET (US HIGHWAY 231) AND
 JA1890'SCHUETTER ROAD, 37 FEET WEST OF THE CENTERLINE OF
 JA1890'NEWTON STREET AND
 JA1890'AT 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
 JA1890'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 = OCTOBER  6, 2006
 JA1883 ***********************************************************************
 JA1883  DESIGNATION -  JASPER ST JOSEPHS CATH CH
 JA1883  PID         -  JA1883
 JA1883  STATE/COUNTY-  IN/DUBOIS
 JA1883  USGS QUAD   -  JASPER (1990)
 JA1883
 JA1883                         *CURRENT SURVEY CONTROL
 JA1883  ___________________________________________________________________
 JA1883* NAD 83(1997)-  38 23 44.06661(N)    086 55 56.48154(W)     ADJUSTED  
 JA1883* NAVD 88     -                                                        
 JA1883  ___________________________________________________________________
 JA1883  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 JA1883  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JA1883
 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
 JA1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1883
 JA1883.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1883
 JA1883  NAD 83(1993)-  38 23 44.07112(N)    086 55 56.48414(W) AD(       ) 4
 JA1883  NAD 83(1986)-  38 23 44.07365(N)    086 55 56.48425(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1883.See file dsdata.txt to determine how the superseded data were derived.
 JA1883
 JA1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0590749708(NAD 83)
 JA1883_MARKER: 90 = CHURCH SPIRE
 JA1883
 JA1883  HISTORY     - Date     Condition        Report By
 JA1883  HISTORY     - 1946     FIRST OBSERVED   CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2686 ***********************************************************************
 LB2686  DESIGNATION -  JASPORT
 LB2686  PID         -  LB2686
 LB2686  STATE/COUNTY-  IN/JASPER
 LB2686  USGS QUAD   -  RENSSELAER (1980)
 LB2686
 LB2686                         *CURRENT SURVEY CONTROL
 LB2686  ___________________________________________________________________
 LB2686* NAD 83(1997)-  40 56 33.62486(N)    087 10 53.81462(W)     ADJUSTED  
 LB2686* NAVD 88     -       205.3    (meters)     674.     (feet)  VERTCON   
 LB2686  ___________________________________________________________________
 LB2686  X           -     237,241.341 (meters)                     COMP
 LB2686  Y           -  -4,819,058.855 (meters)                     COMP
 LB2686  Z           -   4,157,728.946 (meters)                     COMP
 LB2686  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 LB2686  ELLIP HEIGHT-         171.73  (meters)          (05/25/99) GPS OBS
 LB2686  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 LB2686
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2686
 LB2686.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2686
 LB2686.The ellipsoidal height was determined by GPS observations
 LB2686.and is referenced to NAD 83.
 LB2686
 LB2686.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          674.     (f) GPS OBS        
 LB2686
 LB2686.Superseded values are not recommended for survey control.
 LB2686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2686.See file dsdata.txt to determine how the superseded data were derived.
 LB2686
 LB2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8471332409(NAD 83)
 LB2686_MARKER: DH = HORIZONTAL CONTROL DISK
 LB2686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2686_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 LB2687 ***********************************************************************
 LB2687  DESIGNATION -  JASPORT AZ MK
 LB2687  PID         -  LB2687
 LB2687  STATE/COUNTY-  IN/JASPER
 LB2687  USGS QUAD   -  RENSSELAER (1980)
 LB2687
 LB2687                         *CURRENT SURVEY CONTROL
 LB2687  ___________________________________________________________________
 LB2687* NAD 83(1997)-  40 56 55.77590(N)    087 10 53.89613(W)     ADJUSTED  
 LB2687* NAVD 88     -       206.9    (meters)     679.     (feet)  VERTCON   
 LB2687  ___________________________________________________________________
 LB2687  X           -     237,217.476 (meters)                     COMP
 LB2687  Y           -  -4,818,612.863 (meters)                     COMP
 LB2687  Z           -   4,158,246.124 (meters)                     COMP
 LB2687  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 LB2687  ELLIP HEIGHT-         173.31  (meters)          (05/25/99) GPS OBS
 LB2687  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 LB2687
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2687
 LB2687.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2687
 LB2687.The ellipsoidal height was determined by GPS observations
 LB2687.and is referenced to NAD 83.
 LB2687
 LB2687.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          679.     (f) GPS OBS        
 LB2687
 LB2687.Superseded values are not recommended for survey control.
 LB2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2687.See file dsdata.txt to determine how the superseded data were derived.
 LB2687
 LB2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8471233092(NAD 83)
 LB2687_MARKER: DZ = AZIMUTH MARK DISK
 LB2687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2687_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 LB2464 ***********************************************************************
 LB2464  DESIGNATION -  JAY
 LB2464  PID         -  LB2464
 LB2464  STATE/COUNTY-  IN/TIPTON
 LB2464  USGS QUAD   -  TIPTON (1980)
 LB2464
 LB2464                         *CURRENT SURVEY CONTROL
 LB2464  ___________________________________________________________________
 LB2464* NAD 83(1997)-  40 16 14.83720(N)    086 01 55.83857(W)     ADJUSTED  
 LB2464* NAVD 88     -       267.62   (+/-2cm)     878.0    (feet)  VERTCON   
 LB2464  ___________________________________________________________________
 LB2464  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 LB2464  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 LB2464
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2464
 LB2464.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2464
 LB2464.The geoid height was determined by GEOID03.
 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     -   0.99996340  x   0.99997856  =   0.99994196
 LB2464!UTM  16      -   0.99996340  x   0.99968335  =   0.99964676
 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  NGVD 29 (07/19/86)  267.74   (m)          878.4    (f) LEVELING    3  
 LB2464
 LB2464.Superseded values are not recommended for survey control.
 LB2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2464.See file dsdata.txt to determine how the superseded data were derived.
 LB2464
 LB2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8228658262(NAD 83)
 LB2464_MARKER: DS = TRIANGULATION STATION DISK
 LB2464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA2359 ***********************************************************************
 LA2359  DESIGNATION -  JAY G 13 INHC
 LA2359  PID         -  LA2359
 LA2359  STATE/COUNTY-  IN/JAY
 LA2359  USGS QUAD   -  PORTLAND (1992)
 LA2359
 LA2359                         *CURRENT SURVEY CONTROL
 LA2359  ___________________________________________________________________
 LA2359* NAD 83(1997)-  40 25 59.38817(N)    084 52 56.19112(W)     ADJUSTED  
 LA2359* NAVD 88     -       281.68   (+/-2cm)     924.1    (feet)  VERTCON   
 LA2359  ___________________________________________________________________
 LA2359  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 LA2359  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 LA2359
 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.The vertical order pertains to the NGVD 29 superseded value.
 LA2359
 LA2359.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2359
 LA2359.The geoid height was determined by GEOID03.
 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     -   0.99996106  x   1.00002117  =   0.99998223
 LA2359!UTM  16      -   0.99996106  x   0.99999719  =   0.99995825
 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 (07/19/86)  281.83   (m)          924.6    (f) LEVELING    3  
 LA2359
 LA2359.Superseded values are not recommended for survey control.
 LA2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2359.See file dsdata.txt to determine how the superseded data were derived.
 LA2359
 LA2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7962877989(NAD 83)
 LA2359_MARKER: DB = BENCH MARK DISK
 LA2359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2359_SP_SET: TOP OF SQUARE 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 = OCTOBER  6, 2006
 HZ1715 ***********************************************************************
 HZ1715  DESIGNATION -  JEARK
 HZ1715  PID         -  HZ1715
 HZ1715  STATE/COUNTY-  IN/CLARK
 HZ1715  USGS QUAD   -  NEW WASHINGTON (1993)
 HZ1715
 HZ1715                         *CURRENT SURVEY CONTROL
 HZ1715  ___________________________________________________________________
 HZ1715* NAD 83(1997)-  38 36 23.09681(N)    085 31 26.76563(W)     ADJUSTED  
 HZ1715* NAVD 88     -       227.103  (meters)     745.09   (feet)  ADJUSTED  
 HZ1715  ___________________________________________________________________
 HZ1715  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 HZ1715  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 HZ1715  DYNAMIC HT  -         226.952 (meters)     744.59  (feet)  COMP
 HZ1715  MODELED GRAV-     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
 HZ1715.and adjusted by the National Geodetic Survey in June 1991..
 HZ1715
 HZ1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1715
 HZ1715.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996966  x   0.99996856  =   0.99993822
 HZ1715!SPC KY1Z     -   0.99996966  x   0.99998603  =   0.99995569
 HZ1715!SPC KY N     -   0.99996966  x   0.99996502  =   0.99993468
 HZ1715!UTM  16      -   0.99996966  x   0.99980337  =   0.99977303
 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|---------------------------------------------------------------------|
 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
 HZ1715.Superseded values are not recommended for survey control.
 HZ1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1715.See file dsdata.txt to determine how the superseded data were derived.
 HZ1715
 HZ1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2850974134(NAD 83)
 HZ1715_MARKER: DS = TRIANGULATION STATION DISK
 HZ1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1715_STAMPING: JEARK 1947
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 HZ1717 ***********************************************************************
 HZ1717  DESIGNATION -  JEARK AZ MK
 HZ1717  PID         -  HZ1717
 HZ1717  STATE/COUNTY-  IN/CLARK
 HZ1717  USGS QUAD   -  NEW WASHINGTON (1993)
 HZ1717
 HZ1717                         *CURRENT SURVEY CONTROL
 HZ1717  ___________________________________________________________________
 HZ1717* NAD 83(1986)-  38 35 50.     (N)    085 31 26.     (W)     SCALED    
 HZ1717* NAVD 88     -       224.889  (meters)     737.82   (feet)  ADJUSTED  
 HZ1717  ___________________________________________________________________
 HZ1717  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 HZ1717  DYNAMIC HT  -         224.739 (meters)     737.33  (feet)  COMP
 HZ1717  MODELED GRAV-     979,956.0   (mgal)                       NAVD 88
 HZ1717
 HZ1717  VERT ORDER  -  FIRST     CLASS II
 HZ1717
 HZ1717.The horizontal coordinates were scaled from a topographic map and have
 HZ1717.an estimated accuracy of +/- 6 seconds.
 HZ1717
 HZ1717.The orthometric height was determined by differential leveling
 HZ1717.and adjusted by the National Geodetic Survey in June 1991..
 HZ1717
 HZ1717.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1717.See file dsdata.txt to determine how the superseded data were derived.
 HZ1717
 HZ1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH285731(NAD 83)
 HZ1717_MARKER: DZ = AZIMUTH MARK DISK
 HZ1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1717_STAMPING: JEARK 1947
 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             NGS
 HZ1717
 HZ1717                          STATION DESCRIPTION
 HZ1717
 HZ1717'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1716 ***********************************************************************
 HZ1716  DESIGNATION -  JEARK RM 1
 HZ1716  PID         -  HZ1716
 HZ1716  STATE/COUNTY-  IN/CLARK
 HZ1716  USGS QUAD   -  NEW WASHINGTON (1993)
 HZ1716
 HZ1716                         *CURRENT SURVEY CONTROL
 HZ1716  ___________________________________________________________________
 HZ1716* NAD 83(1986)-  38 36 22.     (N)    085 31 26.     (W)     SCALED    
 HZ1716* NAVD 88     -       227.045  (meters)     744.90   (feet)  ADJUSTED  
 HZ1716  ___________________________________________________________________
 HZ1716  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 HZ1716  DYNAMIC HT  -         226.893 (meters)     744.40  (feet)  COMP
 HZ1716  MODELED GRAV-     979,956.3   (mgal)                       NAVD 88
 HZ1716
 HZ1716  VERT ORDER  -  FIRST     CLASS II
 HZ1716
 HZ1716.The horizontal coordinates were scaled from a topographic map and have
 HZ1716.an estimated accuracy of +/- 6 seconds.
 HZ1716
 HZ1716.The orthometric height was determined by differential leveling
 HZ1716.and adjusted by the National Geodetic Survey in June 1991..
 HZ1716
 HZ1716.The geoid height was determined by GEOID03.
 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     -   372,780.      112,440.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1716.See file dsdata.txt to determine how the superseded data were derived.
 HZ1716
 HZ1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH285741(NAD 83)
 HZ1716_MARKER: DR = REFERENCE MARK DISK
 HZ1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1716_STAMPING: JEARK NO 1 1947
 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             NGS
 HZ1716
 HZ1716                          STATION DESCRIPTION
 HZ1716
 HZ1716'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1714 ***********************************************************************
 HZ1714  DESIGNATION -  JEARK RM 2
 HZ1714  PID         -  HZ1714
 HZ1714  STATE/COUNTY-  IN/CLARK
 HZ1714  USGS QUAD   -  NEW WASHINGTON (1993)
 HZ1714
 HZ1714                         *CURRENT SURVEY CONTROL
 HZ1714  ___________________________________________________________________
 HZ1714* NAD 83(1986)-  38 36 22.     (N)    085 31 26.     (W)     SCALED    
 HZ1714* NAVD 88     -       227.390  (meters)     746.03   (feet)  ADJUSTED  
 HZ1714  ___________________________________________________________________
 HZ1714  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 HZ1714  DYNAMIC HT  -         227.238 (meters)     745.53  (feet)  COMP
 HZ1714  MODELED GRAV-     979,956.3   (mgal)                       NAVD 88
 HZ1714
 HZ1714  VERT ORDER  -  FIRST     CLASS II
 HZ1714
 HZ1714.The horizontal coordinates were scaled from a topographic map and have
 HZ1714.an estimated accuracy of +/- 6 seconds.
 HZ1714
 HZ1714.The orthometric height was determined by differential leveling
 HZ1714.and adjusted by the National Geodetic Survey in June 1991..
 HZ1714
 HZ1714.The geoid height was determined by GEOID03.
 HZ1714
 HZ1714.The dynamic height is computed by dividing the NAVD 88
 HZ1714.geopotential number by the normal gravity value computed on the
 HZ1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1714.degrees latitude (g = 980.6199 gals.).
 HZ1714
 HZ1714.The modeled gravity was interpolated from observed gravity values.
 HZ1714
 HZ1714;                    North         East    Units  Estimated Accuracy
 HZ1714;SPC IN E     -   372,780.      112,440.      MT  (+/- 180 meters Scaled)
 HZ1714
 HZ1714                          SUPERSEDED SURVEY CONTROL
 HZ1714
 HZ1714  NGVD 29 (??/??/92)  227.549  (m)          746.55   (f) ADJ UNCH    1 2
 HZ1714
 HZ1714.Superseded values are not recommended for survey control.
 HZ1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1714.See file dsdata.txt to determine how the superseded data were derived.
 HZ1714
 HZ1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH285741(NAD 83)
 HZ1714_MARKER: DR = REFERENCE MARK DISK
 HZ1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1714_STAMPING: JEARK NO 2 1947
 HZ1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1714+STABILITY: SURFACE MOTION
 HZ1714
 HZ1714  HISTORY     - Date     Condition        Report By
 HZ1714  HISTORY     - 1947     MONUMENTED       CGS
 HZ1714  HISTORY     - 1965     GOOD             NGS
 HZ1714
 HZ1714                          STATION DESCRIPTION
 HZ1714
 HZ1714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HZ1714'3.2 MI NE FROM NEW WASHINGTON.
 HZ1714'ABOUT 3.2 MILES NORTHEAST ALONG STATE HIGHWAY 62 FROM THE
 HZ1714'SCHOOLHOUSE AT NEW WASHINGTON, AT THE JEFFERSON AND CLARK COUNTY
 HZ1714'LINE, AT THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 362
 HZ1714'LEADING WEST AND A GRAVELED ROAD LEADING EAST, IN SECTION 21,
 HZ1714'T 2 N, R 9 E, 111.26 FEET WEST AND ACROSS THE HIGHWAY FROM JEARK
 HZ1714'1947, 61 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 62, 32
 HZ1714'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 362, 9 1/2 FEET
 HZ1714'NORTHWEST OF A TELEPHONE POLE, ABOUT LEVEL WITH THE HIGHWAY,
 HZ1714'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1045 ***********************************************************************
 HZ1045  DESIGNATION -  JEFF
 HZ1045  PID         -  HZ1045
 HZ1045  STATE/COUNTY-  IN/JEFFERSON
 HZ1045  USGS QUAD   -  CARROLLTON (1994)
 HZ1045
 HZ1045                         *CURRENT SURVEY CONTROL
 HZ1045  ___________________________________________________________________
 HZ1045* NAD 83(1986)-  38 44 00.     (N)    085 14 39.     (W)     SCALED    
 HZ1045* NAVD 88     -       139.663  (meters)     458.21   (feet)  ADJUSTED  
 HZ1045  ___________________________________________________________________
 HZ1045  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ1045  DYNAMIC HT  -         139.573 (meters)     457.92  (feet)  COMP
 HZ1045  MODELED GRAV-     979,984.2   (mgal)                       NAVD 88
 HZ1045
 HZ1045  VERT ORDER  -  FIRST     CLASS II
 HZ1045
 HZ1045.The horizontal coordinates were scaled from a topographic map and have
 HZ1045.an estimated accuracy of +/- 6 seconds.
 HZ1045
 HZ1045.The orthometric height was determined by differential leveling
 HZ1045.and adjusted by the National Geodetic Survey in June 1991..
 HZ1045
 HZ1045.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1045.See file dsdata.txt to determine how the superseded data were derived.
 HZ1045
 HZ1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH526886(NAD 83)
 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             NGS
 HZ1045
 HZ1045                          STATION DESCRIPTION
 HZ1045
 HZ1045'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB2454 ***********************************************************************
 LB2454  DESIGNATION -  JEFFERSON
 LB2454  PID         -  LB2454
 LB2454  STATE/COUNTY-  IN/HOWARD
 LB2454  USGS QUAD   -  KOKOMO EAST (1994)
 LB2454
 LB2454                         *CURRENT SURVEY CONTROL
 LB2454  ___________________________________________________________________
 LB2454* NAD 83(1997)-  40 24 23.65464(N)    086 05 56.39707(W)     ADJUSTED  
 LB2454* NAVD 88     -       265.66   (+/-2cm)     871.6    (feet)  VERTCON   
 LB2454  ___________________________________________________________________
 LB2454  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 LB2454  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 LB2454
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2454
 LB2454.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2454
 LB2454.The geoid height was determined by GEOID03.
 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     -   0.99996372  x   0.99998324  =   0.99994696
 LB2454!UTM  16      -   0.99996372  x   0.99967195  =   0.99963568
 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  NGVD 29 (07/19/86)  265.78   (m)          872.0    (f) LEVELING    3  
 LB2454
 LB2454.Superseded values are not recommended for survey control.
 LB2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2454.See file dsdata.txt to determine how the superseded data were derived.
 LB2454
 LB2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7645273274(NAD 83)
 LB2454_MARKER: DS = TRIANGULATION STATION DISK
 LB2454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2546 ***********************************************************************
 LB2546  DESIGNATION -  JEFFERSON
 LB2546  PID         -  LB2546
 LB2546  STATE/COUNTY-  IN/CLINTON
 LB2546  USGS QUAD   -  FRANKFORT (1991)
 LB2546
 LB2546                         *CURRENT SURVEY CONTROL
 LB2546  ___________________________________________________________________
 LB2546* NAD 83(1997)-  40 18 04.85786(N)    086 36 14.51699(W)     ADJUSTED  
 LB2546* NAVD 88     -       261.2    (meters)     857.     (feet)  VERTCON   
 LB2546  ___________________________________________________________________
 LB2546  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 LB2546  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 LB2546
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2546
 LB2546.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2546.See file dsdata.txt to determine how the superseded data were derived.
 LB2546
 LB2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3365161280(NAD 83)
 LB2546_MARKER: DS = TRIANGULATION STATION DISK
 LB2546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2066 ***********************************************************************
 HZ2066  DESIGNATION -  JEFFERSON PROVING GRDS TK 135
 HZ2066  PID         -  HZ2066
 HZ2066  STATE/COUNTY-  IN/JEFFERSON
 HZ2066  USGS QUAD   -  CLIFTY FALLS (1992)
 HZ2066
 HZ2066                         *CURRENT SURVEY CONTROL
 HZ2066  ___________________________________________________________________
 HZ2066* NAD 83(1997)-  38 49 54.39975(N)    085 25 08.10484(W)     ADJUSTED  
 HZ2066* NAVD 88     -                                                        
 HZ2066  ___________________________________________________________________
 HZ2066  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 HZ2066  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 HZ2066
 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
 HZ2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2066
 HZ2066.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2066
 HZ2066  NAD 83(1995)-  38 49 54.39853(N)    085 25 08.10322(W) AD(       ) 4
 HZ2066  NAD 83(1993)-  38 49 54.39898(N)    085 25 08.10407(W) AD(       ) 4
 HZ2066  NAD 83(1986)-  38 49 54.39946(N)    085 25 08.10976(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2066.See file dsdata.txt to determine how the superseded data were derived.
 HZ2066
 HZ2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3723699297(NAD 83)
 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 = OCTOBER  6, 2006
 LB2554 ***********************************************************************
 LB2554  DESIGNATION -  JEFFERSON RM 3
 LB2554  PID         -  LB2554
 LB2554  STATE/COUNTY-  IN/CLINTON
 LB2554  USGS QUAD   -  FRANKFORT (1991)
 LB2554
 LB2554                         *CURRENT SURVEY CONTROL
 LB2554  ___________________________________________________________________
 LB2554* NAD 83(1997)-  40 18 04.83899(N)    086 36 13.88501(W)     ADJUSTED  
 LB2554* NAVD 88     -       260.5    (meters)     855.     (feet)  VERTCON   
 LB2554  ___________________________________________________________________
 LB2554  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 LB2554  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 LB2554
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2554
 LB2554.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 1055317.3 |
 LB2554| LB2546 JEFFERSON                            14.936 METERS 27214     |
 LB2554| CC9444 JEFFERSON RM 2                       56.206 METERS 28710     |
 LB2554| CC9442 JEFFERSON AZ MK RESET                              3001549.7 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2554.See file dsdata.txt to determine how the superseded data were derived.
 LB2554
 LB2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3366661280(NAD 83)
 LB2554_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LB2554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2554_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2143 ***********************************************************************
 HZ2143  DESIGNATION -  JEFFERSONVILLE US ARMY QM TANK
 HZ2143  PID         -  HZ2143
 HZ2143  STATE/COUNTY-  IN/CLARK
 HZ2143  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ2143
 HZ2143                         *CURRENT SURVEY CONTROL
 HZ2143  ___________________________________________________________________
 HZ2143* NAD 83(1997)-  38 17 15.56507(N)    085 43 58.82733(W)     ADJUSTED  
 HZ2143* NAVD 88     -                                                        
 HZ2143  ___________________________________________________________________
 HZ2143  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 HZ2143  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HZ2143
 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
 HZ2143.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2143
 HZ2143.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2143
 HZ2143  NAD 83(1993)-  38 17 15.56289(N)    085 43 58.82548(W) AD(       ) 4
 HZ2143  NAD 83(1986)-  38 17 15.57076(N)    085 43 58.83662(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2143.See file dsdata.txt to determine how the superseded data were derived.
 HZ2143
 HZ2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1080538491(NAD 83)
 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 = OCTOBER  6, 2006
 HA0706 ***********************************************************************
 HA0706  DESIGNATION -  JEM 4
 HA0706  PID         -  HA0706
 HA0706  STATE/COUNTY-  IN/VANDERBURGH
 HA0706  USGS QUAD   -  NEWBURGH (1980)
 HA0706
 HA0706                         *CURRENT SURVEY CONTROL
 HA0706  ___________________________________________________________________
 HA0706* NAD 83(1986)-  37 56 51.     (N)    087 29 34.     (W)     SCALED    
 HA0706* NAVD 88     -       114.781  (meters)     376.58   (feet)  ADJUSTED  
 HA0706  ___________________________________________________________________
 HA0706  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 HA0706  DYNAMIC HT  -         114.703 (meters)     376.32  (feet)  COMP
 HA0706  MODELED GRAV-     979,943.0   (mgal)                       NAVD 88
 HA0706
 HA0706  VERT ORDER  -  FIRST     CLASS II
 HA0706
 HA0706.The horizontal coordinates were scaled from a topographic map and have
 HA0706.an estimated accuracy of +/- 6 seconds.
 HA0706
 HA0706.The orthometric height was determined by differential leveling
 HA0706.and adjusted by the National Geodetic Survey in June 1991..
 HA0706
 HA0706.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0706.See file dsdata.txt to determine how the superseded data were derived.
 HA0706
 HA0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH567001(NAD 83)
 HA0706_MARKER: DD = SURVEY DISK
 HA0706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0706_SP_SET: CULVERT
 HA0706_STAMPING: JEM 4 377
 HA0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0706
 HA0706  HISTORY     - Date     Condition        Report By
 HA0706  HISTORY     - UNK      MONUMENTED       USGS
 HA0706  HISTORY     - 1965     GOOD             NGS
 HA0706
 HA0706                          STATION DESCRIPTION
 HA0706
 HA0706'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0156 ***********************************************************************
 JA0156  DESIGNATION -  JENKINS 2
 JA0156  PID         -  JA0156
 JA0156  STATE/COUNTY-  IN/LAWRENCE
 JA0156  USGS QUAD   -  MITCHELL (1980)
 JA0156
 JA0156                         *CURRENT SURVEY CONTROL
 JA0156  ___________________________________________________________________
 JA0156* NAD 83(1997)-  38 41 58.10471(N)    086 27 36.35869(W)     ADJUSTED  
 JA0156* NAVD 88     -       220.566  (meters)     723.64   (feet)  ADJUSTED  
 JA0156  ___________________________________________________________________
 JA0156  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 JA0156  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JA0156  DYNAMIC HT  -         220.422 (meters)     723.17  (feet)  COMP
 JA0156  MODELED GRAV-     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.No horizontal observational check was made to the station.
 JA0156
 JA0156.The orthometric height was determined by differential leveling
 JA0156.and adjusted by the National Geodetic Survey in June 1991..
 JA0156
 JA0156.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0156
 JA0156.The geoid height was determined by GEOID03.
 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;                    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;SPC IN E     -   383,433.983    30,979.766   MT  1.00002531   -0 29 46.0
 JA0156;SPC IN E     - 1,257,982.99    101,639.45   sFT  1.00002531   -0 29 46.0
 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     -   0.99997059  x   1.00000285  =   0.99997344
 JA0156!SPC IN E     -   0.99997059  x   1.00002531  =   0.99999590
 JA0156!UTM  16      -   0.99997059  x   0.99962714  =   0.99959774
 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
 JA0156.Superseded values are not recommended for survey control.
 JA0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0156.See file dsdata.txt to determine how the superseded data were derived.
 JA0156
 JA0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4694883566(NAD 83)
 JA0156_MARKER: DS = TRIANGULATION STATION DISK
 JA0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0156_STAMPING: JENKINS 2 1952
 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             NGS
 JA0156  HISTORY     - 1967     GOOD             CGS
 JA0156  HISTORY     - 1967     GOOD             NGS
 JA0156  HISTORY     - 1983     GOOD             USE
 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 NATIONAL 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 NATIONAL GEODETIC SURVEY 1967
 JA0156'RECOVERED IN GOOD CONDITION.
 JA0156
 JA0156                          STATION RECOVERY (1983)
 JA0156
 JA0156'RECOVERY NOTE BY US 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 = OCTOBER  6, 2006
 JA0158 ***********************************************************************
 JA0158  DESIGNATION -  JENKINS 2 RM 3
 JA0158  PID         -  JA0158
 JA0158  STATE/COUNTY-  IN/LAWRENCE
 JA0158  USGS QUAD   -  MITCHELL (1980)
 JA0158
 JA0158                         *CURRENT SURVEY CONTROL
 JA0158  ___________________________________________________________________
 JA0158* NAD 83(1986)-  38 41 57.     (N)    086 27 36.     (W)     SCALED    
 JA0158* NAVD 88     -       220.452  (meters)     723.27   (feet)  ADJUSTED  
 JA0158  ___________________________________________________________________
 JA0158  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JA0158  DYNAMIC HT  -         220.307 (meters)     722.79  (feet)  COMP
 JA0158  MODELED GRAV-     979,967.9   (mgal)                       NAVD 88
 JA0158
 JA0158  VERT ORDER  -  FIRST     CLASS II
 JA0158
 JA0158.The horizontal coordinates were scaled from a topographic map and have
 JA0158.an estimated accuracy of +/- 6 seconds.
 JA0158
 JA0158.The orthometric height was determined by differential leveling
 JA0158.and adjusted by the National Geodetic Survey in June 1991..
 JA0158
 JA0158.The geoid height was determined by GEOID03.
 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     -   383,290.      954,220.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0158.See file dsdata.txt to determine how the superseded data were derived.
 JA0158
 JA0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH469835(NAD 83)
 JA0158_MARKER: DR = REFERENCE MARK DISK
 JA0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0158_STAMPING: JENKINS 2 NO 3 1952
 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             NGS
 JA0158  HISTORY     - 1967     GOOD             NGS
 JA0158
 JA0158                          STATION DESCRIPTION
 JA0158
 JA0158'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1967
 JA0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0159 ***********************************************************************
 JA0159  DESIGNATION -  JENKINS AZ MK
 JA0159  PID         -  JA0159
 JA0159  STATE/COUNTY-  IN/LAWRENCE
 JA0159  USGS QUAD   -  MITCHELL (1980)
 JA0159
 JA0159                         *CURRENT SURVEY CONTROL
 JA0159  ___________________________________________________________________
 JA0159* NAD 83(1986)-  38 42 16.     (N)    086 27 37.     (W)     SCALED    
 JA0159* NAVD 88     -       211.244  (meters)     693.06   (feet)  ADJUSTED  
 JA0159  ___________________________________________________________________
 JA0159  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JA0159  DYNAMIC HT  -         211.106 (meters)     692.60  (feet)  COMP
 JA0159  MODELED GRAV-     979,969.0   (mgal)                       NAVD 88
 JA0159
 JA0159  VERT ORDER  -  FIRST     CLASS II
 JA0159
 JA0159.The horizontal coordinates were scaled from a topographic map and have
 JA0159.an estimated accuracy of +/- 6 seconds.
 JA0159
 JA0159.The orthometric height was determined by differential leveling
 JA0159.and adjusted by the National Geodetic Survey in June 1991..
 JA0159
 JA0159.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0159.See file dsdata.txt to determine how the superseded data were derived.
 JA0159
 JA0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH469841(NAD 83)
 JA0159_MARKER: DZ = AZIMUTH MARK DISK
 JA0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0159_STAMPING: JENKINS 1946
 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   NGS
 JA0159
 JA0159                          STATION DESCRIPTION
 JA0159
 JA0159'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0157 ***********************************************************************
 JA0157  DESIGNATION -  JENKINS RM 1
 JA0157  PID         -  JA0157
 JA0157  STATE/COUNTY-  IN/LAWRENCE
 JA0157  USGS QUAD   -  MITCHELL (1980)
 JA0157
 JA0157                         *CURRENT SURVEY CONTROL
 JA0157  ___________________________________________________________________
 JA0157* NAD 83(1986)-  38 41 57.     (N)    086 27 36.     (W)     SCALED    
 JA0157* NAVD 88     -       220.982  (meters)     725.01   (feet)  ADJUSTED  
 JA0157  ___________________________________________________________________
 JA0157  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JA0157  DYNAMIC HT  -         220.837 (meters)     724.53  (feet)  COMP
 JA0157  MODELED GRAV-     979,967.9   (mgal)                       NAVD 88
 JA0157
 JA0157  VERT ORDER  -  FIRST     CLASS II
 JA0157
 JA0157.The horizontal coordinates were scaled from a topographic map and have
 JA0157.an estimated accuracy of +/- 6 seconds.
 JA0157
 JA0157.The orthometric height was determined by differential leveling
 JA0157.and adjusted by the National Geodetic Survey in June 1991..
 JA0157.WARNING-Repeat measurements at this control monument indicate possible
 JA0157.vertical movement.
 JA0157
 JA0157.The geoid height was determined by GEOID03.
 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     -   383,290.      954,220.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0157.See file dsdata.txt to determine how the superseded data were derived.
 JA0157
 JA0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH469835(NAD 83)
 JA0157_MARKER: DR = REFERENCE MARK DISK
 JA0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0157_STAMPING: JENKINS 1 1946
 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             NGS
 JA0157  HISTORY     - 1967     GOOD             NGS
 JA0157
 JA0157                          STATION DESCRIPTION
 JA0157
 JA0157'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1967
 JA0157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ2296 ***********************************************************************
 HZ2296  DESIGNATION -  JENNIE
 HZ2296  PID         -  HZ2296
 HZ2296  STATE/COUNTY-  IN/HARRISON
 HZ2296  USGS QUAD   -  GEORGETOWN (1993)
 HZ2296
 HZ2296                         *CURRENT SURVEY CONTROL
 HZ2296  ___________________________________________________________________
 HZ2296* NAD 83(1997)-  38 15 10.23234(N)    085 58 23.99121(W)     ADJUSTED  
 HZ2296* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 HZ2296  ___________________________________________________________________
 HZ2296  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 HZ2296  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 HZ2296
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2296
 HZ2296.The geoid height was determined by GEOID03.
 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  =   0.99994295
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2296.See file dsdata.txt to determine how the superseded data were derived.
 HZ2296
 HZ2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8983034367(NAD 83)
 HZ2296_MARKER: DS = TRIANGULATION STATION DISK
 HZ2296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2169 ***********************************************************************
 HZ2169  DESIGNATION -  JENNING TERRACE WATER TANK
 HZ2169  PID         -  HZ2169
 HZ2169  STATE/COUNTY-  IN/CLARK
 HZ2169  USGS QUAD   -  CHARLESTOWN (1993)
 HZ2169
 HZ2169                         *CURRENT SURVEY CONTROL
 HZ2169  ___________________________________________________________________
 HZ2169* NAD 83(1997)-  38 27 09.81090(N)    085 39 58.34348(W)     ADJUSTED  
 HZ2169* NAVD 88     -                                                        
 HZ2169  ___________________________________________________________________
 HZ2169  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 HZ2169  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HZ2169
 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
 HZ2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2169
 HZ2169.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2169
 HZ2169  NAD 83(1993)-  38 27 09.81132(N)    085 39 58.34329(W) AD(       ) 4
 HZ2169  NAD 83(1986)-  38 27 09.81422(N)    085 39 58.34974(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2169.See file dsdata.txt to determine how the superseded data were derived.
 HZ2169
 HZ2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1638256890(NAD 83)
 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 = OCTOBER  6, 2006
 LB2450 ***********************************************************************
 LB2450  DESIGNATION -  JENNINGS
 LB2450  PID         -  LB2450
 LB2450  STATE/COUNTY-  IN/HOWARD
 LB2450  USGS QUAD   -  KOKOMO EAST (1994)
 LB2450
 LB2450                         *CURRENT SURVEY CONTROL
 LB2450  ___________________________________________________________________
 LB2450* NAD 83(1997)-  40 27 30.59626(N)    086 07 08.47904(W)     ADJUSTED  
 LB2450* NAVD 88     -       251.57   (+/-2cm)     825.4    (feet)  VERTCON   
 LB2450  ___________________________________________________________________
 LB2450  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 LB2450  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 LB2450
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2450
 LB2450.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2450
 LB2450.The geoid height was determined by GEOID03.
 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     -   0.99996593  x   0.99998478  =   0.99995071
 LB2450!UTM  16      -   0.99996593  x   0.99966868  =   0.99963462
 LB2450
 LB2450|---------------------------------------------------------------------|
 LB2450| PID    Reference Object                     Distance      Geod. Az  |
 LB2450|                                                           dddmmss.s |
 LB2450| CC9449 JENNINGS RM                          11.220 METERS 16128     |
 LB2450| LB2486 MAIN 1920                           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  NGVD 29 (07/19/86)  251.69   (m)          825.8    (f) LEVELING    3  
 LB2450
 LB2450.Superseded values are not recommended for survey control.
 LB2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2450.See file dsdata.txt to determine how the superseded data were derived.
 LB2450
 LB2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7469579021(NAD 83)
 LB2450_MARKER: DS = TRIANGULATION STATION DISK
 LB2450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA1805 ***********************************************************************
 KA1805  DESIGNATION -  JERICHO
 KA1805  PID         -  KA1805
 KA1805  STATE/COUNTY-  IN/SULLIVAN
 KA1805  USGS QUAD   -  DUGGER (1993)
 KA1805
 KA1805                         *CURRENT SURVEY CONTROL
 KA1805  ___________________________________________________________________
 KA1805* NAD 83(1997)-  39 02 20.36346(N)    087 19 38.61705(W)     ADJUSTED  
 KA1805* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 KA1805  ___________________________________________________________________
 KA1805  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 KA1805  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 KA1805
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1805
 KA1805.The geoid height was determined by GEOID03.
 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     -   0.99997763  x   0.99997216  =   0.99994979
 KA1805!UTM  16      -   0.99997763  x   0.99960989  =   0.99958753
 KA1805
 KA1805:                Primary Azimuth Mark                     Grid Az
 KA1805:SPC IN W     -  DUGGER MUNICIPAL TANK                    060 07 20.7
 KA1805:UTM  16      -  DUGGER MUNICIPAL TANK                    060 10 29.7
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1805.See file dsdata.txt to determine how the superseded data were derived.
 KA1805
 KA1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7166621154(NAD 83)
 KA1805_MARKER: DS = TRIANGULATION STATION DISK
 KA1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ3318 ***********************************************************************
 JZ3318  DESIGNATION -  JERSEY
 JZ3318  PID         -  JZ3318
 JZ3318  STATE/COUNTY-  IN/HENRY
 JZ3318  USGS QUAD   -  NEW CASTLE WEST (1981)
 JZ3318
 JZ3318                         *CURRENT SURVEY CONTROL
 JZ3318  ___________________________________________________________________
 JZ3318* NAD 83(1997)-  39 55 01.37031(N)    085 26 16.39077(W)     ADJUSTED  
 JZ3318* NAVD 88     -       325.7    (meters)    1069.     (feet)  VERTCON   
 JZ3318  ___________________________________________________________________
 JZ3318  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 JZ3318  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JZ3318
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3318
 JZ3318.The geoid height was determined by GEOID03.
 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     -   0.99995421  x   0.99997137  =   0.99992558
 JZ3318!UTM  16      -   0.99995421  x   0.99981943  =   0.99977365
 JZ3318
 JZ3318:                Primary Azimuth Mark                     Grid Az
 JZ3318:SPC IN E     -  JERSEY AZ MK                             018 52 35.2
 JZ3318:UTM  16      -  JERSEY AZ MK                             018 01 14.6
 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 INGS 1939               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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3318.See file dsdata.txt to determine how the superseded data were derived.
 JZ3318
 JZ3318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK3350619718(NAD 83)
 JZ3318_MARKER: DS = TRIANGULATION STATION DISK
 JZ3318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ3321 ***********************************************************************
 JZ3321  DESIGNATION -  JERSEY 2
 JZ3321  PID         -  JZ3321
 JZ3321  STATE/COUNTY-  IN/HENRY
 JZ3321  USGS QUAD   -  NEW CASTLE WEST (1981)
 JZ3321
 JZ3321                         *CURRENT SURVEY CONTROL
 JZ3321  ___________________________________________________________________
 JZ3321* NAD 83(1997)-  39 55 00.56467(N)    085 26 14.05270(W)     ADJUSTED  
 JZ3321* NAVD 88     -       324.7    (meters)    1065.     (feet)  VERTCON   
 JZ3321  ___________________________________________________________________
 JZ3321  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 JZ3321  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JZ3321
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3321
 JZ3321.The geoid height was determined by GEOID03.
 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     -   0.99995437  x   0.99997140  =   0.99992577
 JZ3321!UTM  16      -   0.99995437  x   0.99981961  =   0.99977399
 JZ3321
 JZ3321:                Primary Azimuth Mark                     Grid Az
 JZ3321:SPC IN E     -  MT SUMMIT MUN TANK                       021 57 10.8
 JZ3321:UTM  16      -  MT SUMMIT MUN TANK                       021 05 50.2
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3321.See file dsdata.txt to determine how the superseded data were derived.
 JZ3321
 JZ3321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK3356219694(NAD 83)
 JZ3321_MARKER: DS = TRIANGULATION STATION DISK
 JZ3321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3321_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ3322 ***********************************************************************
 JZ3322  DESIGNATION -  JERSEY 2 RM A 1970
 JZ3322  PID         -  JZ3322
 JZ3322  STATE/COUNTY-  IN/HENRY
 JZ3322  USGS QUAD   -  NEW CASTLE WEST (1981)
 JZ3322
 JZ3322                         *CURRENT SURVEY CONTROL
 JZ3322  ___________________________________________________________________
 JZ3322* NAD 83(1997)-  39 55 00.98359(N)    085 26 12.95874(W)     ADJUSTED  
 JZ3322* NAVD 88     -       324.5    (meters)    1065.     (feet)  VERTCON   
 JZ3322  ___________________________________________________________________
 JZ3322  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 JZ3322  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JZ3322
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3322
 JZ3322.The geoid height was determined by GEOID03.
 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     -   0.99995440  x   0.99997141  =   0.99992581
 JZ3322!UTM  16      -   0.99995440  x   0.99981970  =   0.99977411
 JZ3322
 JZ3322:                Primary Azimuth Mark                     Grid Az
 JZ3322:SPC IN E     -  MT SUMMIT MUN TANK                       021 50 50.1
 JZ3322:UTM  16      -  MT SUMMIT MUN TANK                       020 59 29.5
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3322.See file dsdata.txt to determine how the superseded data were derived.
 JZ3322
 JZ3322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK3358719708(NAD 83)
 JZ3322_MARKER: DS = TRIANGULATION STATION DISK
 JZ3322_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JZ3322_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 JZ3322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA2169 ***********************************************************************
 LA2169  DESIGNATION -  JESS
 LA2169  PID         -  LA2169
 LA2169  STATE/COUNTY-  IN/HUNTINGTON
 LA2169  USGS QUAD   -  BIPPUS (1972)
 LA2169
 LA2169                         *CURRENT SURVEY CONTROL
 LA2169  ___________________________________________________________________
 LA2169* NAD 83(1997)-  40 56 04.11558(N)    085 32 55.79030(W)     ADJUSTED  
 LA2169* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 LA2169  ___________________________________________________________________
 LA2169  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 LA2169  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 LA2169
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2169
 LA2169.The geoid height was determined by GEOID03.
 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     -   0.99996658  x   0.99996788  =   0.99993446
 LA2169!UTM  16      -   0.99996658  x   0.99978370  =   0.99975029
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2169.See file dsdata.txt to determine how the superseded data were derived.
 LA2169
 LA2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2216832497(NAD 83)
 LA2169_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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.  IT IS 110
 LA2169'FEET SOUTHEAST OF THE
 LA2169'INTERSECTION OF STATE HIGHWAY 5 AND GRAVEL T-ROAD RIGHT (EAST), 65
 LA2169'FEET NORTH OF THE NORTH RAIL OF THE
 LA2169'ERIE RAILROAD, 23 FEET SOUTH OF THE CENTERLINE OF GRAVEL
 LA2169'ROAD AND 15 FEET WEST OF A WHITE WITNESS POST.
 LA2169'THE MARK IS FLUSH AND THE DISK IS STAMPED
 LA2169'JESS 1947.
 LA2169'
 LA2169'REFERENCE MARK NO. 1 IS 94.70 FEET NORTHEAST OF THE STATION.  IT IS
 LA2169'10 FEET NORTH OF THE CENTERLINE
 LA2169'OF GRAVEL ROAD AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK IS FLUSH
 LA2169'AND THE DISK IS STAMPED JESS NO 1
 LA2169'1947.
 LA2169'
 LA2169'REFERENCE MARK NO. 2 IS 108.75 FEET NORTHWEST OF THE STATION.  IT IS
 LA2169'15 FEET NORTH OF THE CENTERLINE OF
 LA2169'GRAVEL ROAD AND 25 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 5, 40
 LA2169'FEET NORTH OF THE NORTH RAIL OF
 LA2169'RAILROAD AND 2 FEET SOUTHEAST OF A FENCELINE.  THE MARK
 LA2169'IS FLUSH AND 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
 LA2169'OF THE CENTER OF GRAVEL ROAD AND
 LA2169'1 FOOT SOUTH OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK IS
 LA2169'STAMPED JESS 1947.
 LA2169'
 LA2169'TO REACH THE STATION FROM THE JUNCTION OF NORTH FRANKLIN AND EAST
 LA2169'JEFFERSON STREETS (HUNTINGTON
 LA2169'COUNTY COURT HOUSE) IN HUNTINGTON GO NORTH ON NORTH FRANKLIN (STATE
 LA2169'HIGHWAY NO 5) FOR 4.9 MILE TO THE
 LA2169'ERIE 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
 LA2169'CROSSROAD, TURN LEFT AND GO 0.1 MILE TO AZIMUTH MARK ON THE LEFT.
 LA2169'
 LA2169'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2310 ***********************************************************************
 ME2310  DESIGNATION -  JIM BUCK
 ME2310  PID         -  ME2310
 ME2310  STATE/COUNTY-  IN/FULTON
 ME2310  USGS QUAD   -  CULVER (1980)
 ME2310
 ME2310                         *CURRENT SURVEY CONTROL
 ME2310  ___________________________________________________________________
 ME2310* NAD 83(1997)-  41 08 15.02464(N)    086 24 53.07057(W)     ADJUSTED  
 ME2310* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 ME2310  ___________________________________________________________________
 ME2310  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 ME2310  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME2310
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2310
 ME2310.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2310.See file dsdata.txt to determine how the superseded data were derived.
 ME2310
 ME2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4911954187(NAD 83)
 ME2310_MARKER: DS = TRIANGULATION STATION DISK
 ME2310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2310'MILE EAST OF STATE HIGHWAY 17.  IT IS 263 FEET NORTHEAST OF THE
 ME2310'CROSSING OF THE PENNSYLVANIA
 ME2310'RAILROAD AND THE ERIE RAILROAD TRACKS, 74 FEET EAST OF THE EAST
 ME2310'RAIL OF THE PENNSYLVNIA RAILROAD, 40
 ME2310'FEET WEST OF A TELEPHONE POLE AND 6 FEET WEST OF A
 ME2310'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 ME2310'AND THE DISK IS STAMPED JIM BUCK
 ME2310'1952.
 ME2310'
 ME2310'REFERENCE MARK NO. 1 IS 39 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 ME2310'TRACKS AND 2 FEET NORTHEAST
 ME2310'OF A TELEPHONE POLE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 ME2310'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
 ME2310'TRACKS.  THE MARK PROJETS ABOUT 6 INCHES AND THE DISK IS STAMPED
 ME2310'DELONG 1920.
 ME2310'
 ME2310'AZIMUTH MARK IS IN THE EAST END OF THE NORTH ABUTMENT OF A RAILROAD
 ME2310'BRIDGE ACROSS THE TIPPECANOE
 ME2310'RIVER AND IS 4.5 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS.
 ME2310'THE DISK IS CEMENTED IN A DRILLHOLE
 ME2310'IN THE CONCRETE ABUTMENT AND IT IS STAMPED JIM BUCK
 ME2310'1952.
 ME2310'
 ME2310'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ACROSS THE TRACKS
 ME2310'FOR 0.05 MILE TO STATE
 ME2310'HIGHWAY 17.  TURN RIGHT ON HIGHWAY 17 AND GO NORTH FOR 0.5 MILE TO
 ME2310'THE BRIDGE ACROSS THE TIPPECANOE
 ME2310'RIVER.  CROSS BRIDGE AND TURN RIGHT TO THE RAILROAD
 ME2310'BRIDGE AND THE MARK AS DESCRIBED.
 ME2310'
 ME2310'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0794 ***********************************************************************
 LA0794  DESIGNATION -  JJ 189
 LA0794  PID         -  LA0794
 LA0794  STATE/COUNTY-  IN/ALLEN
 LA0794  USGS QUAD   -  OSSIAN (1981)
 LA0794
 LA0794                         *CURRENT SURVEY CONTROL
 LA0794  ___________________________________________________________________
 LA0794* NAD 83(1986)-  40 56 13.     (N)    085 10 03.     (W)     SCALED    
 LA0794* NAVD 88     -       244.595  (meters)     802.48   (feet)  ADJUSTED  
 LA0794  ___________________________________________________________________
 LA0794  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 LA0794  DYNAMIC HT  -         244.488 (meters)     802.12  (feet)  COMP
 LA0794  MODELED GRAV-     980,180.3   (mgal)                       NAVD 88
 LA0794
 LA0794  VERT ORDER  -  SECOND    CLASS 0
 LA0794
 LA0794.The horizontal coordinates were scaled from a topographic map and have
 LA0794.an estimated accuracy of +/- 6 seconds.
 LA0794
 LA0794.The orthometric height was determined by differential leveling
 LA0794.and adjusted by the National Geodetic Survey in June 1991..
 LA0794
 LA0794.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0794.See file dsdata.txt to determine how the superseded data were derived.
 LA0794
 LA0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL542333(NAD 83)
 LA0794_MARKER: DB = BENCH MARK DISK
 LA0794_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0794_SP_SET: BRIDGE
 LA0794_STAMPING: JJ-189-1946
 LA0794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0794
 LA0794  HISTORY     - Date     Condition        Report By
 LA0794  HISTORY     - 1946     MONUMENTED       CGS
 LA0794  HISTORY     - 1968     GOOD             NGS
 LA0794
 LA0794                          STATION DESCRIPTION
 LA0794
 LA0794'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0403 ***********************************************************************
 JA0403  DESIGNATION -  JOB
 JA0403  PID         -  JA0403
 JA0403  STATE/COUNTY-  IN/CRAWFORD
 JA0403  USGS QUAD   -  ENGLISH (1993)
 JA0403
 JA0403                         *CURRENT SURVEY CONTROL
 JA0403  ___________________________________________________________________
 JA0403* NAD 83(1997)-  38 16 27.02796(N)    086 28 47.91964(W)     ADJUSTED  
 JA0403* NAVD 88     -       208.030  (meters)     682.51   (feet)  ADJUSTED  
 JA0403  ___________________________________________________________________
 JA0403  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 JA0403  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 JA0403  DYNAMIC HT  -         207.885 (meters)     682.04  (feet)  COMP
 JA0403  MODELED GRAV-     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
 JA0403.and adjusted by the National Geodetic Survey in June 1991..
 JA0403
 JA0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0403
 JA0403.The geoid height was determined by GEOID03.
 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;                    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;SPC IN E     -   336,239.005    28,833.480   MT  1.00002902   -0 30 13.7
 JA0403;SPC IN E     - 1,103,144.14     94,597.84   sFT  1.00002902   -0 30 13.7
 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!SPC IN E     -   0.99997256  x   1.00002902  =   1.00000158
 JA0403!UTM  16      -   0.99997256  x   0.99962548  =   0.99959805
 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
 JA0403.Superseded values are not recommended for survey control.
 JA0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0403.See file dsdata.txt to determine how the superseded data were derived.
 JA0403
 JA0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4548636364(NAD 83)
 JA0403_MARKER: DS = TRIANGULATION STATION DISK
 JA0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0403_STAMPING: JOB 1946
 JA0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0403+STABILITY: SURFACE MOTION
 JA0403
 JA0403  HISTORY     - Date     Condition        Report By
 JA0403  HISTORY     - 1946     MONUMENTED       CGS
 JA0403  HISTORY     - 1965     GOOD             CGS
 JA0403  HISTORY     - 1965     GOOD             NGS
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0402 ***********************************************************************
 JA0402  DESIGNATION -  JOB RM
 JA0402  PID         -  JA0402
 JA0402  STATE/COUNTY-  IN/CRAWFORD
 JA0402  USGS QUAD   -  ENGLISH (1993)
 JA0402
 JA0402                         *CURRENT SURVEY CONTROL
 JA0402  ___________________________________________________________________
 JA0402* NAD 83(1986)-  38 16 26.     (N)    086 28 47.     (W)     SCALED    
 JA0402* NAVD 88     -       207.568  (meters)     681.00   (feet)  ADJUSTED  
 JA0402  ___________________________________________________________________
 JA0402  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 JA0402  DYNAMIC HT  -         207.423 (meters)     680.52  (feet)  COMP
 JA0402  MODELED GRAV-     979,925.7   (mgal)                       NAVD 88
 JA0402
 JA0402  VERT ORDER  -  FIRST     CLASS II
 JA0402
 JA0402.The horizontal coordinates were scaled from a topographic map and have
 JA0402.an estimated accuracy of +/- 6 seconds.
 JA0402
 JA0402.The orthometric height was determined by differential leveling
 JA0402.and adjusted by the National Geodetic Survey in June 1991..
 JA0402
 JA0402.The geoid height was determined by GEOID03.
 JA0402
 JA0402.The dynamic height is computed by dividing the NAVD 88
 JA0402.geopotential number by the normal gravity value computed on the
 JA0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0402.degrees latitude (g = 980.6199 gals.).
 JA0402
 JA0402.The modeled gravity was interpolated from observed gravity values.
 JA0402
 JA0402;                    North         East    Units  Estimated Accuracy
 JA0402;SPC IN W     -   336,070.      952,820.      MT  (+/- 180 meters Scaled)
 JA0402
 JA0402                          SUPERSEDED SURVEY CONTROL
 JA0402
 JA0402  NGVD 29 (??/??/92)  207.674  (m)          681.34   (f) ADJ UNCH    1 2
 JA0402
 JA0402.Superseded values are not recommended for survey control.
 JA0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0402.See file dsdata.txt to determine how the superseded data were derived.
 JA0402
 JA0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH455363(NAD 83)
 JA0402_MARKER: DB = BENCH MARK DISK
 JA0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0402_STAMPING: JOB NO 1946
 JA0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0402+STABILITY: SURFACE MOTION
 JA0402
 JA0402  HISTORY     - Date     Condition        Report By
 JA0402  HISTORY     - 1946     MONUMENTED       CGS
 JA0402  HISTORY     - 1965     GOOD             NGS
 JA0402
 JA0402                          STATION DESCRIPTION
 JA0402
 JA0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 JA0402'1.8 MI S FROM GRANTSBURG.
 JA0402'1.8 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 JA0402'GRANTSBURG, THENCE 0.05 MILE EAST ALONG A GRAVEL ROAD TO THE TOP
 JA0402'OF A HILL, IN SECTION 11, T 3 S, R 1 W, SET ON THE HIGH POINT
 JA0402'OF THE HILL, 98 FEET NORTH OF THE STATION, ABOUT 5 FEET ABOVE
 JA0402'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JA0402'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0404 ***********************************************************************
 JA0404  DESIGNATION -  JOB RM 1
 JA0404  PID         -  JA0404
 JA0404  STATE/COUNTY-  IN/CRAWFORD
 JA0404  USGS QUAD   -  ENGLISH (1993)
 JA0404
 JA0404                         *CURRENT SURVEY CONTROL
 JA0404  ___________________________________________________________________
 JA0404* NAD 83(1986)-  38 16 26.     (N)    086 28 47.     (W)     SCALED    
 JA0404* NAVD 88     -       208.007  (meters)     682.44   (feet)  ADJUSTED  
 JA0404  ___________________________________________________________________
 JA0404  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 JA0404  DYNAMIC HT  -         207.862 (meters)     681.96  (feet)  COMP
 JA0404  MODELED GRAV-     979,925.7   (mgal)                       NAVD 88
 JA0404
 JA0404  VERT ORDER  -  FIRST     CLASS II
 JA0404
 JA0404.The horizontal coordinates were scaled from a topographic map and have
 JA0404.an estimated accuracy of +/- 6 seconds.
 JA0404
 JA0404.The orthometric height was determined by differential leveling
 JA0404.and adjusted by the National Geodetic Survey in June 1991..
 JA0404
 JA0404.The geoid height was determined by GEOID03.
 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     -   336,070.      952,820.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0404.See file dsdata.txt to determine how the superseded data were derived.
 JA0404
 JA0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH455363(NAD 83)
 JA0404_MARKER: DR = REFERENCE MARK DISK
 JA0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0404_STAMPING: JOB NO 1 1946
 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             NGS
 JA0404
 JA0404                          STATION DESCRIPTION
 JA0404
 JA0404'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1792 ***********************************************************************
 JA1792  DESIGNATION -  JOHN SPEARS LOOKOUT TOWER
 JA1792  PID         -  JA1792
 JA1792  STATE/COUNTY-  IN/CRAWFORD
 JA1792  USGS QUAD   -  GREENBRIER (1993)
 JA1792
 JA1792                         *CURRENT SURVEY CONTROL
 JA1792  ___________________________________________________________________
 JA1792* NAD 83(1997)-  38 22 32.19333(N)    086 32 52.77436(W)     ADJUSTED  
 JA1792* NAVD 88     -       269.     (meters)     883.     (feet)  SCALED    
 JA1792  ___________________________________________________________________
 JA1792  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 JA1792  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JA1792
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1792
 JA1792.The geoid height was determined by GEOID03.
 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     -   0.99996300  x   0.99999360  =   0.99995660
 JA1792!UTM  16      -   0.99996300  x   0.99961920  =   0.99958222
 JA1792
 JA1792                          SUPERSEDED SURVEY CONTROL
 JA1792
 JA1792  NAD 83(1993)-  38 22 32.19705(N)    086 32 52.77719(W) AD(       ) 4
 JA1792  NAD 83(1986)-  38 22 32.19968(N)    086 32 52.77843(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1792.See file dsdata.txt to determine how the superseded data were derived.
 JA1792
 JA1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3948247588(NAD 83)
 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 = OCTOBER  6, 2006
 JZ3385 ***********************************************************************
 JZ3385  DESIGNATION -  JOHNSON
 JZ3385  PID         -  JZ3385
 JZ3385  STATE/COUNTY-  IN/RUSH
 JZ3385  USGS QUAD   -  MANILLA (1988)
 JZ3385
 JZ3385                         *CURRENT SURVEY CONTROL
 JZ3385  ___________________________________________________________________
 JZ3385* NAD 83(1997)-  39 34 43.49134(N)    085 31 55.97820(W)     ADJUSTED  
 JZ3385* NAVD 88     -       302.9    (meters)     994.     (feet)  VERTCON   
 JZ3385  ___________________________________________________________________
 JZ3385  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 JZ3385  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ3385
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3385
 JZ3385.The geoid height was determined by GEOID03.
 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     -   0.99995782  x   0.99996831  =   0.99992613
 JZ3385!UTM  16      -   0.99995782  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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3385.See file dsdata.txt to determine how the superseded data were derived.
 JZ3385
 JZ3385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2605982033(NAD 83)
 JZ3385_MARKER: DS = TRIANGULATION STATION DISK
 JZ3385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ1165 ***********************************************************************
 JZ1165  DESIGNATION -  JONES
 JZ1165  PID         -  JZ1165
 JZ1165  STATE/COUNTY-  IN/WAYNE
 JZ1165  USGS QUAD   -  WHITEWATER (1960)
 JZ1165
 JZ1165                         *CURRENT SURVEY CONTROL
 JZ1165  ___________________________________________________________________
 JZ1165* NAD 83(1997)-  39 59 57.98773(N)    084 50 53.89716(W)     ADJUSTED  
 JZ1165* NAVD 88     -       381.815  (meters)    1252.67   (feet)  ADJUSTED  
 JZ1165  ___________________________________________________________________
 JZ1165  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 JZ1165  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 JZ1165  DYNAMIC HT  -         381.597 (meters)    1251.96  (feet)  COMP
 JZ1165  MODELED GRAV-     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
 JZ1165.and adjusted by the National Geodetic Survey in June 1991..
 JZ1165
 JZ1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ1165
 JZ1165.The geoid height was determined by GEOID03.
 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;                    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;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     -   0.99994537  x   1.00002676  =   0.99997213
 JZ1165!SPC OH S     -   0.99994537  x   0.99999347  =   0.99993884
 JZ1165!UTM  16      -   0.99994537  x   1.00001534  =   0.99996071
 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|---------------------------------------------------------------------|
 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
 JZ1165.Superseded values are not recommended for survey control.
 JZ1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1165.See file dsdata.txt to determine how the superseded data were derived.
 JZ1165
 JZ1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK8367729913(NAD 83)
 JZ1165_MARKER: DS = TRIANGULATION STATION DISK
 JZ1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1165_STAMPING: JONES 1932
 JZ1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1165+STABILITY: SURFACE MOTION
 JZ1165
 JZ1165  HISTORY     - Date     Condition        Report By
 JZ1165  HISTORY     - 1932     MONUMENTED       CGS
 JZ1165  HISTORY     - 1947     GOOD             NGS
 JZ1165  HISTORY     - 1975     GOOD             NGS
 JZ1165  HISTORY     - 1980     GOOD             NGS
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0451 ***********************************************************************
 LA0451  DESIGNATION -  JONES AZ MK
 LA0451  PID         -  LA0451
 LA0451  STATE/COUNTY-  IN/WAYNE
 LA0451  USGS QUAD   -  SPARTANBURG (1992)
 LA0451
 LA0451                         *CURRENT SURVEY CONTROL
 LA0451  ___________________________________________________________________
 LA0451* NAD 83(1986)-  40 00 20.     (N)    084 50 50.     (W)     SCALED    
 LA0451* NAVD 88     -       376.536  (meters)    1235.35   (feet)  ADJUSTED  
 LA0451  ___________________________________________________________________
 LA0451  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 LA0451  DYNAMIC HT  -         376.324 (meters)    1234.66  (feet)  COMP
 LA0451  MODELED GRAV-     980,051.8   (mgal)                       NAVD 88
 LA0451
 LA0451  VERT ORDER  -  SECOND    CLASS 0
 LA0451
 LA0451.The horizontal coordinates were scaled from a topographic map and have
 LA0451.an estimated accuracy of +/- 6 seconds.
 LA0451
 LA0451.The orthometric height was determined by differential leveling
 LA0451.and adjusted by the National Geodetic Survey in June 1991..
 LA0451
 LA0451.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0451.See file dsdata.txt to determine how the superseded data were derived.
 LA0451
 LA0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK837305(NAD 83)
 LA0451_MARKER: DR = REFERENCE MARK DISK
 LA0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0451_STAMPING: JONES AZIMUTH 1932
 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             NGS
 LA0451
 LA0451                          STATION DESCRIPTION
 LA0451
 LA0451'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1167 ***********************************************************************
 JZ1167  DESIGNATION -  JONES RM 1
 JZ1167  PID         -  JZ1167
 JZ1167  STATE/COUNTY-  IN/WAYNE
 JZ1167  USGS QUAD   -  WHITEWATER (1960)
 JZ1167
 JZ1167                         *CURRENT SURVEY CONTROL
 JZ1167  ___________________________________________________________________
 JZ1167* NAD 83(1986)-  39 59 59.     (N)    084 50 50.     (W)     SCALED    
 JZ1167* NAVD 88     -       379.658  (meters)    1245.59   (feet)  ADJUSTED  
 JZ1167  ___________________________________________________________________
 JZ1167  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 JZ1167  DYNAMIC HT  -         379.442 (meters)    1244.89  (feet)  COMP
 JZ1167  MODELED GRAV-     980,044.6   (mgal)                       NAVD 88
 JZ1167
 JZ1167  VERT ORDER  -  SECOND    CLASS 0
 JZ1167
 JZ1167.The horizontal coordinates were scaled from a topographic map and have
 JZ1167.an estimated accuracy of +/- 6 seconds.
 JZ1167
 JZ1167.The orthometric height was determined by differential leveling
 JZ1167.and adjusted by the National Geodetic Survey in June 1991..
 JZ1167
 JZ1167.The geoid height was determined by GEOID03.
 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     -   527,810.      169,970.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1167.See file dsdata.txt to determine how the superseded data were derived.
 JZ1167
 JZ1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK837299(NAD 83)
 JZ1167_MARKER: DR = REFERENCE MARK DISK
 JZ1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1167_STAMPING: JONES NO 1 1932
 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             NGS
 JZ1167
 JZ1167                          STATION DESCRIPTION
 JZ1167
 JZ1167'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1166 ***********************************************************************
 JZ1166  DESIGNATION -  JONES RM 2
 JZ1166  PID         -  JZ1166
 JZ1166  STATE/COUNTY-  IN/WAYNE
 JZ1166  USGS QUAD   -  WHITEWATER (1960)
 JZ1166
 JZ1166                         *CURRENT SURVEY CONTROL
 JZ1166  ___________________________________________________________________
 JZ1166* NAD 83(1986)-  39 59 55.     (N)    084 50 54.     (W)     SCALED    
 JZ1166* NAVD 88     -       379.873  (meters)    1246.30   (feet)  ADJUSTED  
 JZ1166  ___________________________________________________________________
 JZ1166  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 JZ1166  DYNAMIC HT  -         379.656 (meters)    1245.59  (feet)  COMP
 JZ1166  MODELED GRAV-     980,044.4   (mgal)                       NAVD 88
 JZ1166
 JZ1166  VERT ORDER  -  SECOND    CLASS 0
 JZ1166
 JZ1166.The horizontal coordinates were scaled from a topographic map and have
 JZ1166.an estimated accuracy of +/- 6 seconds.
 JZ1166
 JZ1166.The orthometric height was determined by differential leveling
 JZ1166.and adjusted by the National Geodetic Survey in June 1991..
 JZ1166
 JZ1166.The geoid height was determined by GEOID03.
 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     -   527,680.      169,880.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1166.See file dsdata.txt to determine how the superseded data were derived.
 JZ1166
 JZ1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK836298(NAD 83)
 JZ1166_MARKER: DR = REFERENCE MARK DISK
 JZ1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1166_STAMPING: JONES NO 2 1932
 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             NGS
 JZ1166
 JZ1166                          STATION DESCRIPTION
 JZ1166
 JZ1166'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA2124 ***********************************************************************
 LA2124  DESIGNATION -  JONESBORO PARANITE WIRE AND STEEL STK
 LA2124  PID         -  LA2124
 LA2124  STATE/COUNTY-  IN/GRANT
 LA2124  USGS QUAD   -  FAIRMOUNT (1994)
 LA2124
 LA2124                         *CURRENT SURVEY CONTROL
 LA2124  ___________________________________________________________________
 LA2124* NAD 83(1997)-  40 29 14.46360(N)    085 37 48.28245(W)     ADJUSTED  
 LA2124* NAVD 88     -                                                        
 LA2124  ___________________________________________________________________
 LA2124  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 LA2124  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 LA2124
 LA2124  HORZ ORDER  -  THIRD
 LA2124
 LA2124.The horizontal coordinates were established by classical geodetic methods
 LA2124.and adjusted by the National Geodetic Survey in May 1999..
 LA2124
 LA2124
 LA2124.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2124
 LA2124.The geoid height was determined by GEOID03.
 LA2124
 LA2124;                    North         East     Units Scale Factor Converg.
 LA2124;SPC IN E     -   581,631.600   103,101.980   MT  0.99996679   +0 01 25.5
 LA2124;SPC IN E     - 1,908,236.34    338,260.41   sFT  0.99996679   +0 01 25.5
 LA2124;UTM  16      - 4,482,751.979   616,102.294   MT  0.99976592   +0 53 22.4
 LA2124
 LA2124                          SUPERSEDED SURVEY CONTROL
 LA2124
 LA2124  NAD 83(1995)-  40 29 14.46691(N)    085 37 48.29521(W) AD(       ) 4
 LA2124  NAD 83(1986)-  40 29 14.46700(N)    085 37 48.29585(W) AD(       ) 4
 LA2124  NAD 27      -  40 29 14.32500(N)    085 37 48.38800(W) AD(       ) 3
 LA2124
 LA2124.Superseded values are not recommended for survey control.
 LA2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2124.See file dsdata.txt to determine how the superseded data were derived.
 LA2124
 LA2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1610282752(NAD 83)
 LA2124_MARKER: 63 = STACK
 LA2124
 LA2124  HISTORY     - Date     Condition        Report By
 LA2124  HISTORY     - 1934     FIRST OBSERVED   CGS
 LA2124  HISTORY     - 1964     MARK NOT FOUND   CGS
 LA2124
 LA2124                          STATION DESCRIPTION
 LA2124
 LA2124'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VES)
 LA2124'A SQUARE RED BRICK STACK ABOUT 100 FEET HIGH WAS RECOVERED IN THE
 LA2124'VERY NEAR VICINITY OF THE PLOTTED POSITION OF THE STATION.  PLANT
 LA2124'AUTHORITIES CLAIM THIS TO BE THE ONLY EXISTING STACK IN 1934.  THIS
 LA2124'STACK WAS USED IN A THREE POINT FIX FIELD PROBLEM AND WAS ISOLATED
 LA2124'AS THE SOURCE OF FAILURE TO ATTAIN A SOLUTION.  THERE IS ANOTHER
 LA2124'LOWER STEEL STACK LOCATED WITHIN A 100 FEET OF THE BRICK WHICH
 LA2124'WAS NOT VISIBLE FROM THE FIX POSITION AND THEREFORE COULD NOT BE
 LA2124'VERIFIED AS THE STATION INTERSECTED IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2125 ***********************************************************************
 LA2125  DESIGNATION -  JONESBORO PARANITE WIRE CO TK
 LA2125  PID         -  LA2125
 LA2125  STATE/COUNTY-  IN/GRANT
 LA2125  USGS QUAD   -  FAIRMOUNT (1994)
 LA2125
 LA2125                         *CURRENT SURVEY CONTROL
 LA2125  ___________________________________________________________________
 LA2125* NAD 83(1997)-  40 29 17.51062(N)    085 37 51.40823(W)     ADJUSTED  
 LA2125* NAVD 88     -                                                        
 LA2125  ___________________________________________________________________
 LA2125  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 LA2125  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 LA2125
 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
 LA2125.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2125
 LA2125.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2125
 LA2125  NAD 83(1995)-  40 29 17.51394(N)    085 37 51.42098(W) AD(       ) 4
 LA2125  NAD 83(1986)-  40 29 17.51403(N)    085 37 51.42163(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2125.See file dsdata.txt to determine how the superseded data were derived.
 LA2125
 LA2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1602782845(NAD 83)
 LA2125_MARKER: 51 = 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 = OCTOBER  6, 2006
 ME2123 ***********************************************************************
 ME2123  DESIGNATION -  JORDAN
 ME2123  PID         -  ME2123
 ME2123  STATE/COUNTY-  IN/LAKE
 ME2123  USGS QUAD   -  GARY (1991)
 ME2123
 ME2123                         *CURRENT SURVEY CONTROL
 ME2123  ___________________________________________________________________
 ME2123* NAD 83(1997)-  41 36 01.69474(N)    087 19 05.57551(W)     ADJUSTED  
 ME2123* NAVD 88     -       183.340  (meters)     601.51   (feet)  ADJUSTED  
 ME2123  ___________________________________________________________________
 ME2123  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 ME2123  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 ME2123  DYNAMIC HT  -         183.272 (meters)     601.28  (feet)  COMP
 ME2123  MODELED GRAV-     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
 ME2123.and adjusted by the National Geodetic Survey in June 1991..
 ME2123
 ME2123.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2123
 ME2123.The geoid height was determined by GEOID03.
 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;                    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  =   0.99994789
 ME2123!UTM  16      -   0.99997651  x   0.99960865  =   0.99958517
 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
 ME2123.Superseded values are not recommended for survey control.
 ME2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2123.See file dsdata.txt to determine how the superseded data were derived.
 ME2123
 ME2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM7348205467(NAD 83)
 ME2123_MARKER: DS = TRIANGULATION STATION DISK
 ME2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2123_SP_SET: CONCRETE POST
 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
 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
 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
 ME2123'INTERSECTIONS OF U.S. HIGHWAY NOS. 12 AND 20, 6TH AVENUE AND INDIANA
 ME2123'STREET.  THIS TRIANGLE FORMS A
 ME2123'SMALL PARK, DEDICATED TO HENRY JORDAN AND IS KNOWN AS
 ME2123'ISLAND PARK.  THE STATION IS 84 FEET EAST OF THE
 ME2123'CENTER OF THE STREET, 59 FEET SOUTH OF
 ME2123'THE CENTER OF THE HIGHWAY, 50 FEET NORTH OF THE CENTER OF THE
 ME2123'AVENUE AND 24 FEET WEST OF A FLAG
 ME2123'POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED JORDAN 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
 ME2123'MONUMENT.  THE MARK IS FLUSH AND THE DISK IS STAMPED JORDAN NO 1
 ME2123'1952.
 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
 ME2123'THE STREET.  THE MARK IS FLUSH AND THE DISK IS STAMPED JORDAN NO 2
 ME2123'1952.
 ME2123'
 ME2123'AZIMUTH MARK IS 48 FEET NORTH OF THE INTERSECTION OF U.S. HIGHWAY
 ME2123'NOS. 12 AND 20, AND TENNESSEE
 ME2123'STREET, 18 FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD TRACK, 5 FEET
 ME2123'EAST OF A POWER LINE POLE AND 3
 ME2123'FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES
 ME2123'AND THE DISK IS 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
 ME2123'WAS DESTROYED AFTER THE ESTABLISHMENT OF RESET 1961 EXACTLY ON
 ME2123'ORIGINAL LINE PRODUCED ABOUT 20 YARDS
 ME2123'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
 ME2123'INTERSECTION WITH BROADWAY IN GARY (INTERSECTION IS ONE BLOCK S OF
 ME2123'THE COURTHOUSE) TO SMALL
 ME2123'TRIANGULAR CITY JORDAN PARK AND STATION, 83 FEET E OF CENTER LINE OF
 ME2123'INDIANA STREET PROJECTED FROM THE S, 59
 ME2123'FEET SSW OF CENTER LINE OF 40-FOOT HWY. PAVEMENT,
 ME2123'51-1/2 FEET N OF CENTER LINE OF 31-FOOT PAVEMENT OF SIXTH
 ME2123'AVENUE, DISKS STAMPED JORDAN 1952
 ME2123'FLUSH WITH THE GROUND SURFACE.
 ME2123'
 ME2123'REFERENCE STAMPED JORDAN NO 1 1952, FLUSH, IS 85.09 FEET OR
 ME2123'25.935 METERS ESE OF STATION,
 ME2123'9-1/2 FEET SSW OF SW CORNER OF 4-FOOT-SQUARE CONCRETE BASE OF JORDAN
 ME2123'PARK DEDICATION-TABLET BOULDER
 ME2123'MONUMENT, AND 3 FEET W OF PROJECTED LINE OF W SIDE OF SAME.
 ME2123'
 ME2123'REFERENCE STAMPED JORDAN NO 2 1952, FLUSH, IS 33.30 FEET OR
 ME2123'10.150 METERS SSW OF STATION, 72
 ME2123'FEET W OF SAID CENTER LINE OF INDIANA STREET, 19-1/2 FEET N OF CENTER
 ME2123'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
 ME2123'MILE WNW OF STATION, 64 FEET NNE OF
 ME2123'CENTER LINE OF 40-FOOT HWY. PAVEMENT, 61 FEET W OF PROJECTED CENTER
 ME2123'LINE OF 32-FOOT TENNESSEE STREET FROM
 ME2123'S, 11.8 FEET S OF S RAIL OF C.S.S. AND S. B. R.R. DOUBLE TRACKS,
 ME2123'AND 1.2 FEET 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.
 ME2123'
 ME2123'JORDAN RESET 1961 DID NOT FIND.
 ME2123'
 ME2123'JORDAN NO 1 1952 RECOVERED GOOD.
 ME2123'
 ME2123'JORDAN NO 2 1952 DID NOT FIND.
 ME2123'
 ME2123'DISTANCE 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.
 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.
 ME2123'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2187 ***********************************************************************
 LA2187  DESIGNATION -  JORDAN
 LA2187  PID         -  LA2187
 LA2187  STATE/COUNTY-  IN/HUNTINGTON
 LA2187  USGS QUAD   -  MOUNT ETNA (1994)
 LA2187
 LA2187                         *CURRENT SURVEY CONTROL
 LA2187  ___________________________________________________________________
 LA2187* NAD 83(1997)-  40 42 38.60257(N)    085 34 40.30444(W)     ADJUSTED  
 LA2187* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 LA2187  ___________________________________________________________________
 LA2187  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 LA2187  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 LA2187
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2187
 LA2187.The geoid height was determined by GEOID03.
 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     -   0.99996538  x   0.99996736  =   0.99993275
 LA2187!UTM  16      -   0.99996538  x   0.99977762  =   0.99974301
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2187.See file dsdata.txt to determine how the superseded data were derived.
 LA2187
 LA2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2012707618(NAD 83)
 LA2187_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 LA2187'NORTHWEST OF VAN BUREN
 LA2187'AND 2-1/2 MILES SOUTHWEST OF MT. ETNA ON THE WEST SIDE OF STATE
 LA2187'HIGHWAYS NO. 9 AND 37.  IT IS 33 FEET
 LA2187'WEST OF THE CENTER OF THE HIGHWAY, 20 FEET SOUTHEAST OF A POWER LINE
 LA2187'POLE AND 18 FEET SOUTHEAST OF A WHITE
 LA2187'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 LA2187'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
 LA2187'HIGHWAY, 1 FOOT SOUTH OF A TELEPHONE POLE AND 1 FOOT WEST OF A
 LA2187'FENCELINE.  THE MARK PROJECTS 4 INCHES
 LA2187'AND 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
 LA2187'HIGHWAY, 2 FEET NORTH OF A TELEPHONE POLE AND 1 FOOT WEST OF A
 LA2187'FENCELINE.  THE MARK PROJECTS 4
 LA2187'INCHES AND 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
 LA2187'HIGHWAY, 1 FOOT WEST OF A FENCELINE AND 1 FOOT NORTHWEST OF A
 LA2187'TELEPHONE POLE.  THE MARK PROJECTS
 LA2187'6 INCHES AND THE DISK IS STAMPED JORDAN 1948.
 LA2187'
 LA2187'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9, 37, AND
 LA2187'15 IN THE NORTH EDGE OF
 LA2187'MARION GO NORTHEAST ON STATE HIGHWAYS 9 AND 37 FOR 10.8 MILES TO THE
 LA2187'AZIMUTH MARK ON THE RIGHT,
 LA2187'CONTINUE FOR 0.3 MILE TO THE STATION ON THE LEFT AS
 LA2187'DESCRIBED.
 LA2187'
 LA2187'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0306 ***********************************************************************
 ME0306  DESIGNATION -  JOSEPH
 ME0306  PID         -  ME0306
 ME0306  STATE/COUNTY-  IN/MARSHALL
 ME0306  USGS QUAD   -  PLYMOUTH (1980)
 ME0306
 ME0306                         *CURRENT SURVEY CONTROL
 ME0306  ___________________________________________________________________
 ME0306* NAD 83(1997)-  41 19 49.59300(N)    086 19 56.59087(W)     ADJUSTED  
 ME0306* NAVD 88     -       237.660  (meters)     779.72   (feet)  ADJUSTED  
 ME0306  ___________________________________________________________________
 ME0306  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 ME0306  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0306  DYNAMIC HT  -         237.560 (meters)     779.39  (feet)  COMP
 ME0306  MODELED GRAV-     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
 ME0306.and adjusted by the National Geodetic Survey in June 1991..
 ME0306
 ME0306.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME0306
 ME0306.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996802  x   1.00000487  =   0.99997289
 ME0306!UTM  16      -   0.99996802  x   0.99963841  =   0.99960644
 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  NGVD 29 (??/??/92)  237.783  (m)          780.13   (f) ADJ UNCH    2 0
 ME0306
 ME0306.Superseded values are not recommended for survey control.
 ME0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0306.See file dsdata.txt to determine how the superseded data were derived.
 ME0306
 ME0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5586675655(NAD 83)
 ME0306_MARKER: DS = TRIANGULATION STATION DISK
 ME0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0306_STAMPING: JOSEPH 1920
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 JA0699 ***********************************************************************
 JA0699  CBN         -  This is a Cooperative Base Network Control Station.
 JA0699  DESIGNATION -  JOSEPHINE 2
 JA0699  PID         -  JA0699
 JA0699  STATE/COUNTY-  IN/MARTIN
 JA0699  USGS QUAD   -  SHOALS (1993)
 JA0699
 JA0699                         *CURRENT SURVEY CONTROL
 JA0699  ___________________________________________________________________
 JA0699* NAD 83(1997)-  38 40 54.26371(N)    086 48 33.23122(W)     ADJUSTED  
 JA0699* NAVD 88     -       217.53   (meters)     713.7    (feet)  RESET     
 JA0699  ___________________________________________________________________
 JA0699  X           -     277,503.365 (meters)                     COMP
 JA0699  Y           -  -4,977,900.609 (meters)                     COMP
 JA0699  Z           -   3,964,913.674 (meters)                     COMP
 JA0699  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 JA0699  ELLIP HEIGHT-         184.76  (meters)          (04/10/98) GPS OBS
 JA0699  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 JA0699
 JA0699  HORZ ORDER  -  B
 JA0699  VERT ORDER  -  THIRD
 JA0699  ELLP ORDER  -  FOURTH    CLASS I
 JA0699
 JA0699.The horizontal coordinates were established by GPS observations
 JA0699.and adjusted by the National Geodetic Survey in April 1998..
 JA0699
 JA0699.The orthometric height was computed from unverified reset data.
 JA0699
 JA0699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA0699
 JA0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0699
 JA0699.The ellipsoidal height was determined by GPS observations
 JA0699.and is referenced to NAD 83.
 JA0699
 JA0699.The geoid height was determined by GEOID03.
 JA0699
 JA0699;                    North         East     Units Scale Factor Converg.
 JA0699;SPC IN W     -   381,202.295   923,849.738   MT  0.99997367   +0 10 16.7
 JA0699;SPC IN W     - 1,250,661.20  3,030,997.02   sFT  0.99997367   +0 10 16.7
 JA0699;UTM  16      - 4,281,477.149   516,592.785   MT  0.99960339   +0 07 09.2
 JA0699
 JA0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0699!SPC IN W     -   0.99997101  x   0.99997367  =   0.99994468
 JA0699!UTM  16      -   0.99997101  x   0.99960339  =   0.99957441
 JA0699
 JA0699|---------------------------------------------------------------------|
 JA0699| PID    Reference Object                     Distance      Geod. Az  |
 JA0699|                                                           dddmmss.s |
 JA0699| JA0702 JOSEPHINE 2 RM 3                     23.472 METERS 07423     |
 JA0699| CG8249 JOSEPHINE 2 AZ MK                                  0843145.7 |
 JA0699| JA0698 JOSEPHINE                            24.023 METERS 10232     |
 JA0699| JA0703 JOSEPHINE 2 RM 4                     23.575 METERS 25421     |
 JA0699|---------------------------------------------------------------------|
 JA0699
 JA0699                          SUPERSEDED SURVEY CONTROL
 JA0699
 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  NGVD 29 (??/??/??)  217.65   (m)          714.1    (f) RESET       3  
 JA0699
 JA0699.Superseded values are not recommended for survey control.
 JA0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0699.See file dsdata.txt to determine how the superseded data were derived.
 JA0699
 JA0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1659381477(NAD 83)
 JA0699_MARKER: DS = TRIANGULATION STATION DISK
 JA0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0699_SP_SET: 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 11, 2006
 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
 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
 JA0699'MILE NORTHWEST OF SHOALS.
 JA0699'
 JA0699'TO REACH THE STATION FROM THE NEW FEDERAL BUILDING IN THE SOUTHEAST
 JA0699'ANGLE OF THE
 JA0699'INTERSECTION OF MAIN STREET AND SECOND STREET IN SHOALS,
 JA0699'GO NORTH ON MAIN STREET FOR 0.1
 JA0699'MILE TO THE JUNCTION WITH U S
 JA0699'HIGHWAYS 50 AND 150.  HERE TURN LEFT AND GO
 JA0699'WESTERLY ON U S HIGHWAYS
 JA0699'50 AND 150 FOR 1.35 MILES TO STATE ROUTE 450 ON THE RIGHT,
 JA0699'CONTINUE
 JA0699'WESTERLY ON U S HIGHWAYS 50 AND 150 FOR 0.2 MILE TO THE STATION ON
 JA0699'THE RIGHT AS DESCRIBED.
 JA0699'
 JA0699'THE STATION IS 102 FEET SOUTH OF A 30-INCH, FORKED TRUNKED LOCUST
 JA0699'TREE, 93 FEET EAST
 JA0699'OF POWERLINE BRACE POLE NO L 10, 92 FEET SOUTHWEST
 JA0699'OF A 20-INCH LOCUST TREE, 83 FEET
 JA0699'SOUTHEAST OF A 12-INCH LOCUST TREE,
 JA0699'55 FEET NORTH OF THE APPROXIMATE CENTER OF THE NEW
 JA0699'HIGHWAY, 1.3 FEET
 JA0699'NORTH OF A METAL WITNESS POST AND SIGN, AND ABOUT 1000 YARDS WEST OF
 JA0699'A DRIVEWAY LEADING
 JA0699'INTO A GROUP OF BUILDINGS NORTH OF THE HIGHWAY.
 JA0699'IT IS A STANDARD DISK SET IN THE TOP
 JA0699'OF A 10-INCH, SQUARE, CONCRETE
 JA0699'MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 JA0699'JOSEPHINE 2 1966.
 JA0699'
 JA0699'REFERENCE MARK NO 3 IS 73 FEET SOUTH OF A 12-INCH LOCUST TREE, 55
 JA0699'FEET NORTH OF THE
 JA0699'APPROXIMATE CENTER OF THE NEW HIGHWAY, 16 FEET EAST
 JA0699'OF POWERLINE BRACE POLE NO L 10, 1.5
 JA0699'FEET EAST OF A METAL WITNESS
 JA0699'POST AND SIGN, AND ABOUT 3.5 FEET BELOW THE ELEVATION
 JA0699'OF THE STATION.  IT
 JA0699'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,SQUARE CONCRETE
 JA0699'MONUMENT THAT
 JA0699'PROJECTS 5 INCHES AND THE DISK IS STAMPED JOSEPHINE 2 NO 3 1966.
 JA0699'
 JA0699'REFERENCE MARK NO 4 IS 86 FEET SOUTH OF A 20-INCH LOCUST TREE, 55
 JA0699'FEET NORTH OF THE
 JA0699'APPROXIMATE CENTER OF THE NEW HIGHWAY, 1.9 FEET
 JA0699'WEST OF A METAL WITNESS POST AND
 JA0699'SIGN, AND ABOUT 2.5 FEET ABOVE THE
 JA0699'ELEVATION OF THE STATION.  IT IS A STANDARD DISK
 JA0699'SET IN THE TOP OF A
 JA0699'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE
 JA0699'DISK IS STAMPED
 JA0699'JOSEPHINE 2 NO 4 1966.
 JA0699'
 JA0699'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO 3 AND
 JA0699'REFERENCE MARK NO
 JA0699'1 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
 JA0699'OF THE APPROXIMATE CENTER OF THE HIGHWAY, 57 FEET
 JA0699'EAST OF A NORTHEAST FENCE CORNER, 56
 JA0699'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
 JA0699'METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 JA0699'SET IN THE TOP OF A 10-INCH,
 JA0699'SQUARE, CONCRETE MONUMENT THAT PROJECTS
 JA0699'4 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
 JA0699'150 FOR 0.1 MILE TO AN OILED ROAD ON THE LEFT AT A
 JA0699'CURVE, HERE KEEP LEFT ON THIS
 JA0699'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
 JA0699'WAS NOT DISTURBED
 JA0699'AS THERE IS ONLY A SLIGHT CUT IN THIS AREA AND THIS
 JA0699'MARK SHOULD REMAIN INTACT AT THE
 JA0699'ORIGINAL POSITION.  TRAVERSE
 JA0699'MEASUREMENT 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0702 ***********************************************************************
 JA0702  DESIGNATION -  JOSEPHINE 2 RM 3
 JA0702  PID         -  JA0702
 JA0702  STATE/COUNTY-  IN/MARTIN
 JA0702  USGS QUAD   -  SHOALS (1993)
 JA0702
 JA0702                         *CURRENT SURVEY CONTROL
 JA0702  ___________________________________________________________________
 JA0702* NAD 83(1986)-  38 40 54.     (N)    086 48 33.     (W)     SCALED    
 JA0702* NAVD 88     -       216.52   (meters)     710.4    (feet)  RESET     
 JA0702  ___________________________________________________________________
 JA0702  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 JA0702
 JA0702  VERT ORDER  -  THIRD
 JA0702
 JA0702.The horizontal coordinates were scaled from a topographic map and have
 JA0702.an estimated accuracy of +/- 6 seconds.
 JA0702
 JA0702.The orthometric height was computed from unverified reset data.
 JA0702
 JA0702.The geoid height was determined by GEOID03.
 JA0702
 JA0702;                    North         East    Units  Estimated Accuracy
 JA0702;SPC IN W     -   381,190.      923,860.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0702.See file dsdata.txt to determine how the superseded data were derived.
 JA0702
 JA0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH165814(NAD 83)
 JA0702_MARKER: DR = REFERENCE MARK DISK
 JA0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0702_STAMPING: JOSEPHINE 2 NO 3 1966
 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
 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 = OCTOBER  6, 2006
 JA0703 ***********************************************************************
 JA0703  DESIGNATION -  JOSEPHINE 2 RM 4
 JA0703  PID         -  JA0703
 JA0703  STATE/COUNTY-  IN/MARTIN
 JA0703  USGS QUAD   -  SHOALS (1993)
 JA0703
 JA0703                         *CURRENT SURVEY CONTROL
 JA0703  ___________________________________________________________________
 JA0703* NAD 83(1986)-  38 40 54.     (N)    086 48 33.     (W)     SCALED    
 JA0703* NAVD 88     -       218.27   (meters)     716.1    (feet)  RESET     
 JA0703  ___________________________________________________________________
 JA0703  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 JA0703
 JA0703  VERT ORDER  -  THIRD
 JA0703
 JA0703.The horizontal coordinates were scaled from a topographic map and have
 JA0703.an estimated accuracy of +/- 6 seconds.
 JA0703
 JA0703.The orthometric height was computed from unverified reset data.
 JA0703
 JA0703.The geoid height was determined by GEOID03.
 JA0703
 JA0703;                    North         East    Units  Estimated Accuracy
 JA0703;SPC IN W     -   381,190.      923,860.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0703.See file dsdata.txt to determine how the superseded data were derived.
 JA0703
 JA0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH165814(NAD 83)
 JA0703_MARKER: DR = REFERENCE MARK DISK
 JA0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0703_STAMPING: JOSEPHINE 2 NO 4 1966
 JA0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0703+STABILITY: SURFACE MOTION
 JA0703
 JA0703  HISTORY     - Date     Condition        Report By
 JA0703  HISTORY     - 1966     MONUMENTED       CGS
 JA0703
 JA0703                          STATION DESCRIPTION
 JA0703
 JA0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8506 ***********************************************************************
 AE8506  CBN         -  This is a Cooperative Base Network Control Station.
 AE8506  DESIGNATION -  JPG 1
 AE8506  PID         -  AE8506
 AE8506  STATE/COUNTY-  IN/JEFFERSON
 AE8506  USGS QUAD   -  CLIFTY FALLS (1992)
 AE8506
 AE8506                         *CURRENT SURVEY CONTROL
 AE8506  ___________________________________________________________________
 AE8506* NAD 83(1997)-  38 49 41.13842(N)    085 22 55.05992(W)     ADJUSTED  
 AE8506* NAVD 88     -       273.2    (meters)     896.     (feet)  GPS OBS   
 AE8506  ___________________________________________________________________
 AE8506  X           -     400,591.274 (meters)                     COMP
 AE8506  Y           -  -4,959,348.831 (meters)                     COMP
 AE8506  Z           -   3,977,618.049 (meters)                     COMP
 AE8506  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 AE8506  ELLIP HEIGHT-         239.29  (meters)          (04/10/98) GPS OBS
 AE8506  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 AE8506
 AE8506  HORZ ORDER  -  B
 AE8506  ELLP ORDER  -  FOURTH    CLASS I
 AE8506
 AE8506.The horizontal coordinates were established by GPS observations
 AE8506.and adjusted by the National Geodetic Survey in April 1998..
 AE8506
 AE8506.The orthometric height was determined by GPS observations and a
 AE8506.high-resolution geoid model.
 AE8506
 AE8506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8506
 AE8506.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8506
 AE8506.The ellipsoidal height was determined by GPS observations
 AE8506.and is referenced to NAD 83.
 AE8506
 AE8506.The geoid height was determined by GEOID03.
 AE8506
 AE8506;                    North         East     Units Scale Factor Converg.
 AE8506;SPC IN E     -   397,451.494   124,721.786   MT  0.99997419   +0 10 42.6
 AE8506;SPC IN E     - 1,303,972.11    409,191.39   sFT  0.99997419   +0 10 42.6
 AE8506;UTM  16      - 4,298,943.882   640,451.259   MT  0.99984291   +1 00 52.8
 AE8506
 AE8506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8506!SPC IN E     -   0.99996246  x   0.99997419  =   0.99993665
 AE8506!UTM  16      -   0.99996246  x   0.99984291  =   0.99980537
 AE8506
 AE8506                          SUPERSEDED SURVEY CONTROL
 AE8506
 AE8506.No superseded survey control is available for this station.
 AE8506
 AE8506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4045198944(NAD 83)
 AE8506_MARKER: I = METAL 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 - 1997
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2380 ***********************************************************************
 ME2380  DESIGNATION -  JUDSON
 ME2380  PID         -  ME2380
 ME2380  STATE/COUNTY-  IN/STARKE
 ME2380  USGS QUAD   -  NORTH JUDSON (1977)
 ME2380
 ME2380                         *CURRENT SURVEY CONTROL
 ME2380  ___________________________________________________________________
 ME2380* NAD 83(1997)-  41 12 54.60959(N)    086 46 37.99864(W)     ADJUSTED  
 ME2380* NAVD 88     -       219.     (meters)     719.     (feet)  SCALED    
 ME2380  ___________________________________________________________________
 ME2380  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 ME2380  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME2380
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2380
 ME2380.The geoid height was determined by GEOID03.
 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  =   0.99957527
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2380.See file dsdata.txt to determine how the superseded data were derived.
 ME2380
 ME2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1867562667(NAD 83)
 ME2380_MARKER: DS = TRIANGULATION STATION DISK
 ME2380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2380'WAYNE FIELD OF THE NORTH JUDSON HIGH SCHOOL.  IT IS 71 FEET SOUTH OF
 ME2380'THE SOUTHEAST CORNER OF A STONE BUILDING
 ME2380'AND 42 FEET NORTH OF THE CENTER OF STATE HIGHWAY NO. 10.
 ME2380'THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2380'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
 ME2380'CORNER OF A STONE MONUMENT.  THE MARK IS FLUSH AND THE DISK IS
 ME2380'STAMPED JUDSON NO 1 1948.
 ME2380'
 ME2380'REFERENCE MARK NO. 2 IS 91.78 FEET SOUTHEAST OF THE STATION.  IT IS
 ME2380'20 FEET SOUTH OF THE CENTER OF
 ME2380'HIGHWAY AND 1 FOOT EAST OF A POWERLINE POLE.  THE MARK PROJECTS 6
 ME2380'INCHES AND THE DISK IS STAMPED JUDSON
 ME2380'NO 2 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
 ME2380'FEET NORTHEAST OF THE NORTHEAST CORNER OF CHURCH AND 24 FEET SOUTH OF
 ME2380'CENTER OF STATE HIGHWAY NO. 10.
 ME2380'THE MARK IS FLUSH AND THE DISK IS STAMPED JUDSON
 ME2380'1948.
 ME2380'
 ME2380'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 10 AND
 ME2380'NO. 39 IN NORTH JUDSON GO
 ME2380'WEST ON STATE HIGHWAY NO. 10 FOR 0.1 MILE TO THE STATION ON THE RIGHT
 ME2380'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
 ME2380'INTERSECTION OF LANE STREET AND THE AZIMUTH MARK IN THE SOUTHWEST
 ME2380'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
 ME2380'OF INDIANA DATED
 ME2380'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
 ME2380'11/24/53.
 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
 ME2380'FOUND IN GOOD
 ME2380'CONDITION.  REFERENCE MARK 2 WAS REPORTED DESTROYED IN
 ME2380'1953 AND THE DISK WAS SENT IN.
 ME2380'THE DISTANCE AND DIRECTION TO REFERENCE
 ME2380'MARK 1 CHECKED.  THE DIRECTION TO THE CHURCH
 ME2380'CHECKED.  A REFERENCE MARK
 ME2380'3 WAS SET.  A NEW DESCRIPTION FOLLOWS.
 ME2380'
 ME2380'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF NORTH JUDSON, 0.1
 ME2380'MILE WEST OF THE
 ME2380'JUNCTION OF STATE HIGHWAYS 39 AND 10, ON THE GROUNDS
 ME2380'OF NOR WAYNE FIELD OF THE NORTH
 ME2380'JUDSON SCHOOL.  IT IS 43 FEET NORTH OF
 ME2380'THE CENTERLINE OF HIGHWAY 10 (TALMER AVE.), 54
 ME2380'FEET EAST OF A TOMBSTONE
 ME2380'BEARING THE INSCRIPTION PIXA, 15 FEET NORTH OF A CONCRETE CAPPED
 ME2380'STONE RETAINING
 ME2380'WALL, 37 FEET WEST OF THE EXTENDED CENTERLINE OF HIGH STREET,
 ME2380'71 FEET SOUTHEAST OF THE
 ME2380'SOUTHEAST CORNER OF A STONE BUILDING AND 42
 ME2380'FEET NORTHWEST OF A TWIN TRUNK 14 INCH OAK
 ME2380'TREE.  THE MONUMENT IS FLUSH
 ME2380'AND THE DISK IS STAMPED JUDSON 1949.
 ME2380'
 ME2380'REFERENCE MARK 1 IS 111 FEET NORTH OF THE CENTERLINE OF THE
 ME2380'HIGHWAY, 2 FEET
 ME2380'WEST OF THE TOP CONCRETE SEAT OF THE FIELD AND 1 FOOT
 ME2380'EAST OF THE SOUTH CORNER OF A
 ME2380'CONCRETE MONUMENT ABOUT 5 FEET HIGH AND
 ME2380'30 FEET LONG BEARING THE INSCRIPTION NORWAYNE
 ME2380'1936 FIELD.  THE MONUMENT
 ME2380'IS FLUSH 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
 ME2380'A 4 FEET HIGH
 ME2380'STONE RETAINING WALL, 28 FEET NORTH OF THE CENTERLINE OF
 ME2380'THE HIGHWAY, 6 FEET EAST OF THE
 ME2380'OAK TREE AND 23 FEET SOUTHEAST OF THE
 ME2380'TOMBSTONE.  THE DISK IS STAMPED JUDSON 1948 NO 3
 ME2380'1969.
 ME2380'
 ME2380'THE AZIMUTH MARK IS 23 FEET SOUTH OF THE CENTERLINE OF TALMER ST.
 ME2380'(STATE HIGHWAY
 ME2380'10), 21 FEET WEST OF THE CENTERLINE OF S WILSON ST., 34
 ME2380'FEET NORTHEAST OF THE NORTHEAST
 ME2380'CORNER OF ST PETERS LUTHERAN CHURCH,
 ME2380'30 FEET EAST OF THE CENTERLINE OF WALK TO THE
 ME2380'NORTH ENTRANCE TO THE
 ME2380'CHURCH AND 8 FEET NORTHWEST OF A FIRE HYDRANT.  THE MONUMENT IS
 ME2380'FLUSH AND THE DISK
 ME2380'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 = OCTOBER  6, 2006
 LB2239 ***********************************************************************
 LB2239  DESIGNATION -  JUDY
 LB2239  PID         -  LB2239
 LB2239  STATE/COUNTY-  IN/WARREN
 LB2239  USGS QUAD   -  TAB (1986)
 LB2239
 LB2239                         *CURRENT SURVEY CONTROL
 LB2239  ___________________________________________________________________
 LB2239* NAD 83(1997)-  40 24 39.94172(N)    087 26 47.55910(W)     ADJUSTED  
 LB2239* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 LB2239  ___________________________________________________________________
 LB2239  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 LB2239  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 LB2239
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2239
 LB2239.The geoid height was determined by GEOID03.
 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;SPC IL E     -   416,024.191   375,268.880   MT  1.00004471   +0 34 29.7
 LB2239;SPC IL E     - 1,364,906.03  1,231,194.65   sFT  1.00004471   +0 34 29.7
 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!SPC IL E     -   0.99997007  x   1.00004471  =   1.00001477
 LB2239!UTM  16      -   0.99997007  x   0.99961767  =   0.99958775
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2239.See file dsdata.txt to determine how the superseded data were derived.
 LB2239
 LB2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK6211373482(NAD 83)
 LB2239_MARKER: DS = TRIANGULATION STATION DISK
 LB2239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ3389 ***********************************************************************
 JZ3389  DESIGNATION -  JULIETTA MARION CO HOSPITAL TK
 JZ3389  PID         -  JZ3389
 JZ3389  STATE/COUNTY-  IN/MARION
 JZ3389  USGS QUAD   -  ACTON (1981)
 JZ3389
 JZ3389                         *CURRENT SURVEY CONTROL
 JZ3389  ___________________________________________________________________
 JZ3389* NAD 83(1997)-  39 44 20.86042(N)    085 57 14.86207(W)     ADJUSTED  
 JZ3389* NAVD 88     -                                                        
 JZ3389  ___________________________________________________________________
 JZ3389  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 JZ3389  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JZ3389
 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
 JZ3389.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3389
 JZ3389.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3389
 JZ3389  NAD 83(1986)-  39 44 20.86144(N)    085 57 14.87526(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3389.See file dsdata.txt to determine how the superseded data were derived.
 JZ3389
 JZ3389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8961599327(NAD 83)
 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 = OCTOBER  6, 2006
 LB2397 ***********************************************************************
 LB2397  DESIGNATION -  JUNCTION
 LB2397  PID         -  LB2397
 LB2397  STATE/COUNTY-  IN/CASS
 LB2397  USGS QUAD   -  ANOKA (1980)
 LB2397
 LB2397                         *CURRENT SURVEY CONTROL
 LB2397  ___________________________________________________________________
 LB2397* NAD 83(1997)-  40 43 45.76128(N)    086 17 26.58655(W)     ADJUSTED  
 LB2397* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 LB2397  ___________________________________________________________________
 LB2397  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 LB2397  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 LB2397
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2397
 LB2397.The geoid height was determined by GEOID03.
 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     -   0.99997165  x   1.00000086  =   0.99997251
 LB2397!SPC IN W     -   0.99997165  x   1.00002183  =   0.99999348
 LB2397!UTM  16      -   0.99997165  x   0.99964416  =   0.99961582
 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|---------------------------------------------------------------------|
 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
 LB2397.Superseded values are not recommended for survey control.
 LB2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2397.See file dsdata.txt to determine how the superseded data were derived.
 LB2397
 LB2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5989508958(NAD 83)
 LB2397_MARKER: DS = TRIANGULATION STATION DISK
 LB2397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2285 ***********************************************************************
 HZ2285  DESIGNATION -  JUNCTION 2
 HZ2285  PID         -  HZ2285
 HZ2285  STATE/COUNTY-  IN/CLARK
 HZ2285  USGS QUAD   -  NEW ALBANY (1992)
 HZ2285
 HZ2285                         *CURRENT SURVEY CONTROL
 HZ2285  ___________________________________________________________________
 HZ2285* NAD 83(1997)-  38 19 11.04770(N)    085 45 05.04498(W)     ADJUSTED  
 HZ2285* NAVD 88     -       144.     (meters)     472.     (feet)  SCALED    
 HZ2285  ___________________________________________________________________
 HZ2285  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 HZ2285  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HZ2285
 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.No horizontal observational check was made to the station.
 HZ2285
 HZ2285.The orthometric height was scaled from a topographic map.
 HZ2285
 HZ2285.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2285
 HZ2285.The geoid height was determined by GEOID03.
 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     -   0.99998266  x   0.99996734  =   0.99995000
 HZ2285!SPC KY1Z     -   0.99998266  x   0.99993481  =   0.99991748
 HZ2285!SPC KY N     -   0.99998266  x   0.99996538  =   0.99994805
 HZ2285!UTM  16      -   0.99998266  x   0.99974672  =   0.99972939
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2285.See file dsdata.txt to determine how the superseded data were derived.
 HZ2285
 HZ2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0914842029(NAD 83)
 HZ2285_MARKER: DS = TRIANGULATION STATION DISK
 HZ2285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2285_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2285_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 = OCTOBER  6, 2006
 HZ2633 ***********************************************************************
 HZ2633  DESIGNATION -  JUNCTION RESET
 HZ2633  PID         -  HZ2633
 HZ2633  STATE/COUNTY-  IN/CLARK
 HZ2633  USGS QUAD   -  NEW ALBANY (1992)
 HZ2633
 HZ2633                         *CURRENT SURVEY CONTROL
 HZ2633  ___________________________________________________________________
 HZ2633* NAD 83(1997)-  38 19 10.74362(N)    085 45 05.66125(W)     ADJUSTED  
 HZ2633* NAVD 88     -                                                        
 HZ2633  ___________________________________________________________________
 HZ2633  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 HZ2633  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HZ2633
 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
 HZ2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2633
 HZ2633.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2633.See file dsdata.txt to determine how the superseded data were derived.
 HZ2633
 HZ2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0913342019(NAD 83)
 HZ2633_MARKER: DS = TRIANGULATION STATION DISK
 HZ2633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ1375 ***********************************************************************
 HZ1375  DESIGNATION -  JUNCTION RM 1
 HZ1375  PID         -  HZ1375
 HZ1375  STATE/COUNTY-  IN/CLARK
 HZ1375  USGS QUAD   -  NEW ALBANY (1992)
 HZ1375
 HZ1375                         *CURRENT SURVEY CONTROL
 HZ1375  ___________________________________________________________________
 HZ1375* NAD 83(1986)-  38 19 10.     (N)    085 45 05.     (W)     SCALED    
 HZ1375* NAVD 88     -       143.124  (meters)     469.57   (feet)  ADJUSTED  
 HZ1375  ___________________________________________________________________
 HZ1375  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HZ1375  DYNAMIC HT  -         143.028 (meters)     469.25  (feet)  COMP
 HZ1375  MODELED GRAV-     979,956.0   (mgal)                       NAVD 88
 HZ1375
 HZ1375  VERT ORDER  -  SECOND    CLASS 0
 HZ1375
 HZ1375.The horizontal coordinates were scaled from a topographic map and have
 HZ1375.an estimated accuracy of +/- 6 seconds.
 HZ1375
 HZ1375.The orthometric height was determined by differential leveling
 HZ1375.and adjusted by the National Geodetic Survey in June 1991..
 HZ1375
 HZ1375.The geoid height was determined by GEOID03.
 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     -   340,950.       92,590.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1375.See file dsdata.txt to determine how the superseded data were derived.
 HZ1375
 HZ1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH091419(NAD 83)
 HZ1375_MARKER: DR = REFERENCE MARK DISK
 HZ1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1375_STAMPING: JUNCTION NO 1 1947
 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     - 1947     GOOD             NGS
 HZ1375  HISTORY     - 1955     GOOD             USGS
 HZ1375
 HZ1375                          STATION DESCRIPTION
 HZ1375
 HZ1375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 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 = OCTOBER  6, 2006
 HZ1376 ***********************************************************************
 HZ1376  DESIGNATION -  JUNCTION RM 2
 HZ1376  PID         -  HZ1376
 HZ1376  STATE/COUNTY-  IN/CLARK
 HZ1376  USGS QUAD   -  NEW ALBANY (1992)
 HZ1376
 HZ1376                         *CURRENT SURVEY CONTROL
 HZ1376  ___________________________________________________________________
 HZ1376* NAD 83(1986)-  38 19 10.     (N)    085 45 05.     (W)     SCALED    
 HZ1376* NAVD 88     -       143.104  (meters)     469.50   (feet)  ADJUSTED  
 HZ1376  ___________________________________________________________________
 HZ1376  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HZ1376  DYNAMIC HT  -         143.008 (meters)     469.19  (feet)  COMP
 HZ1376  MODELED GRAV-     979,956.0   (mgal)                       NAVD 88
 HZ1376
 HZ1376  VERT ORDER  -  SECOND    CLASS 0
 HZ1376
 HZ1376.The horizontal coordinates were scaled from a topographic map and have
 HZ1376.an estimated accuracy of +/- 6 seconds.
 HZ1376
 HZ1376.The orthometric height was determined by differential leveling
 HZ1376.and adjusted by the National Geodetic Survey in June 1991..
 HZ1376
 HZ1376.The geoid height was determined by GEOID03.
 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     -   340,950.       92,590.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1376.See file dsdata.txt to determine how the superseded data were derived.
 HZ1376
 HZ1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH091419(NAD 83)
 HZ1376_MARKER: DR = REFERENCE MARK DISK
 HZ1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1376_STAMPING: JUNCTION NO 2 1947
 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             NGS
 HZ1376
 HZ1376                          STATION DESCRIPTION
 HZ1376
 HZ1376'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 AD8759 ***********************************************************************
 AD8759  SACS        -  This is a Secondary Airport Control Station.
 AD8759  DESIGNATION -  JVY A
 AD8759  PID         -  AD8759
 AD8759  STATE/COUNTY-  IN/CLARK
 AD8759  USGS QUAD   -  JEFFERSONVILLE (1993)
 AD8759
 AD8759                         *CURRENT SURVEY CONTROL
 AD8759  ___________________________________________________________________
 AD8759* NAD 83(1997)-  38 21 24.92050(N)    085 44 14.17674(W)     ADJUSTED  
 AD8759* NAVD 88     -       139.75   (meters)     458.5    (feet)  GPS OBS   
 AD8759  ___________________________________________________________________
 AD8759  X           -     372,246.610 (meters)                     COMP
 AD8759  Y           -  -4,994,170.432 (meters)                     COMP
 AD8759  Z           -   3,936,653.454 (meters)                     COMP
 AD8759  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 AD8759  ELLIP HEIGHT-         106.34  (meters)          (11/27/02) GPS OBS
 AD8759  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 AD8759
 AD8759  HORZ ORDER  -  FIRST
 AD8759  ELLP ORDER  -  FOURTH    CLASS I
 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 November 2002..
 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 NAVD 88 network.
 AD8759
 AD8759.Photographs are available 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 DEFLEC99 derived deflections.
 AD8759
 AD8759.The ellipsoidal height was determined by GPS observations
 AD8759.and is referenced to NAD 83.
 AD8759
 AD8759.The geoid height was determined by GEOID03.
 AD8759
 AD8759;                    North         East     Units Scale Factor Converg.
 AD8759;SPC IN E     -   345,113.397    93,829.002   MT  0.99996714   -0 02 37.7
 AD8759;SPC IN E     - 1,132,259.54    307,837.32   sFT  0.99996714   -0 02 37.7
 AD8759;UTM  16      - 4,246,172.006   610,326.797   MT  0.99974990   +0 47 01.2
 AD8759
 AD8759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8759!SPC IN E     -   0.99998331  x   0.99996714  =   0.99995046
 AD8759!UTM  16      -   0.99998331  x   0.99974990  =   0.99973322
 AD8759
 AD8759                          SUPERSEDED SURVEY CONTROL
 AD8759
 AD8759  NAD 83(1997)-  38 21 24.92044(N)    085 44 14.17674(W) AD(       ) 1
 AD8759
 AD8759.Superseded values are not recommended for survey control.
 AD8759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8759.See file dsdata.txt to determine how the superseded data were derived.
 AD8759
 AD8759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1032746172(NAD 83)
 AD8759_MARKER: DT = TOPOGRAPHIC STATION DISK
 AD8759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8759_STAMPING: JVY A 1989
 AD8759_MARK LOGO: NOS   
 AD8759_PROJECTION: RECESSED 3 CENTIMETERS
 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 - June 01, 2002
 AD8759
 AD8759  HISTORY     - Date     Condition        Report By
 AD8759  HISTORY     - 1989     MONUMENTED       NOS
 AD8759  HISTORY     - 20010501 GOOD             WOOLPT
 AD8759  HISTORY     - 20020601 GOOD             NGS
 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' 
 AD8759' 
 AD8759'
 AD8759
 AD8759                          STATION RECOVERY (2002)
 AD8759
 AD8759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AD8759'RECOVERED AS DESCRIBED.
 AD8759'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 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  USGS QUAD   -  JEFFERSONVILLE (1993)
 AE8496
 AE8496                         *CURRENT SURVEY CONTROL
 AE8496  ___________________________________________________________________
 AE8496* NAD 83(1997)-  38 22 03.18086(N)    085 44 26.64662(W)     ADJUSTED  
 AE8496* NAVD 88     -       139.66   (meters)     458.2    (feet)  GPS OBS   
 AE8496  ___________________________________________________________________
 AE8496  X           -     371,890.298 (meters)                     COMP
 AE8496  Y           -  -4,993,462.681 (meters)                     COMP
 AE8496  Z           -   3,937,578.437 (meters)                     COMP
 AE8496  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AE8496  ELLIP HEIGHT-         106.24  (meters)          (04/10/98) GPS OBS
 AE8496  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 AE8496
 AE8496  HORZ ORDER  -  B
 AE8496  ELLP ORDER  -  FOURTH    CLASS I
 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 April 1998..
 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 NAVD 88 network.
 AE8496
 AE8496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8496
 AE8496.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8496
 AE8496.The ellipsoidal height was determined by GPS observations
 AE8496.and is referenced to NAD 83.
 AE8496
 AE8496.The geoid height was determined by GEOID03.
 AE8496
 AE8496;                    North         East     Units Scale Factor Converg.
 AE8496;SPC IN E     -   346,293.325    93,527.200   MT  0.99996718   -0 02 45.5
 AE8496;SPC IN E     - 1,136,130.68    306,847.16   sFT  0.99996718   -0 02 45.5
 AE8496;UTM  16      - 4,247,347.196   610,008.054   MT  0.99974904   +0 46 54.2
 AE8496
 AE8496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8496!SPC IN E     -   0.99998333  x   0.99996718  =   0.99995051
 AE8496!UTM  16      -   0.99998333  x   0.99974904  =   0.99973237
 AE8496
 AE8496                          SUPERSEDED SURVEY CONTROL
 AE8496
 AE8496.No superseded survey control is available for this station.
 AE8496
 AE8496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1000847347(NAD 83)
 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 - June 01, 2002
 AE8496
 AE8496  HISTORY     - Date     Condition        Report By
 AE8496  HISTORY     - 1997     MONUMENTED       NGS
 AE8496  HISTORY     - 20010501 GOOD             WOOLPT
 AE8496  HISTORY     - 20020601 GOOD             NGS
 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'
 AE8496
 AE8496                          STATION RECOVERY (2002)
 AE8496
 AE8496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AE8496'RECOVERED AS DESCRIBED.
 AE8496'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8294 ***********************************************************************
 AJ8294  SACS        -  This is a Secondary Airport Control Station.
 AJ8294  DESIGNATION -  JVY C
 AJ8294  PID         -  AJ8294
 AJ8294  STATE/COUNTY-  IN/CLARK
 AJ8294  USGS QUAD   -  CHARLESTOWN (1993)
 AJ8294
 AJ8294                         *CURRENT SURVEY CONTROL
 AJ8294  ___________________________________________________________________
 AJ8294* NAD 83(1997)-  38 22 31.42215(N)    085 44 12.78302(W)     ADJUSTED  
 AJ8294* NAVD 88     -       145.12   (meters)     476.1    (feet)  GPS OBS   
 AJ8294  ___________________________________________________________________
 AJ8294  X           -     372,186.055 (meters)                     COMP
 AJ8294  Y           -  -4,992,902.874 (meters)                     COMP
 AJ8294  Z           -   3,938,264.548 (meters)                     COMP
 AJ8294  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AJ8294  ELLIP HEIGHT-         111.70  (meters)          (11/27/02) GPS OBS
 AJ8294  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 AJ8294
 AJ8294  HORZ ORDER  -  FIRST
 AJ8294  ELLP ORDER  -  FOURTH    CLASS I
 AJ8294
 AJ8294.This mark is at Clark County Airport (JVY)
 AJ8294
 AJ8294.The horizontal coordinates were established by GPS observations
 AJ8294.and adjusted by the National Geodetic Survey in November 2002..
 AJ8294
 AJ8294.The orthometric height was determined by GPS observations and a
 AJ8294.high-resolution geoid model.
 AJ8294
 AJ8294.GPS derived orthometric heights for airport stations designated as
 AJ8294.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8294.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8294.not indicate centimeter accuracy relative to other marks which are
 AJ8294.part of the NAVD 88 network.
 AJ8294
 AJ8294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8294
 AJ8294.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8294
 AJ8294.The ellipsoidal height was determined by GPS observations
 AJ8294.and is referenced to NAD 83.
 AJ8294
 AJ8294.The geoid height was determined by GEOID03.
 AJ8294
 AJ8294;                    North         East     Units Scale Factor Converg.
 AJ8294;SPC IN E     -   347,163.834    93,864.399   MT  0.99996713   -0 02 36.9
 AJ8294;SPC IN E     - 1,138,986.68    307,953.45   sFT  0.99996713   -0 02 36.9
 AJ8294;UTM  16      - 4,248,222.295   610,332.571   MT  0.99974992   +0 47 03.2
 AJ8294
 AJ8294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8294!SPC IN E     -   0.99998247  x   0.99996713  =   0.99994960
 AJ8294!UTM  16      -   0.99998247  x   0.99974992  =   0.99973240
 AJ8294
 AJ8294                          SUPERSEDED SURVEY CONTROL
 AJ8294
 AJ8294  NAD 83(1997)-  38 22 31.42209(N)    085 44 12.78302(W) AD(       ) 1
 AJ8294
 AJ8294.Superseded values are not recommended for survey control.
 AJ8294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8294.See file dsdata.txt to determine how the superseded data were derived.
 AJ8294
 AJ8294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1033348222(NAD 83)
 AJ8294_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8294_STAMPING: JVY C 2000
 AJ8294_MARK LOGO: NGS   
 AJ8294_PROJECTION: RECESSED 3 CENTIMETERS
 AJ8294_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8294+STABILITY: SURFACE MOTION
 AJ8294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8294+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2002
 AJ8294
 AJ8294  HISTORY     - Date     Condition        Report By
 AJ8294  HISTORY     - 2001     MONUMENTED       WOOLPT
 AJ8294  HISTORY     - 20020601 GOOD             NGS
 AJ8294
 AJ8294                          STATION DESCRIPTION
 AJ8294
 AJ8294'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (ARL)
 AJ8294'THE STATION IS LOCATED APPROXIMATELY 3.7 MI NORTH OF
 AJ8294'JEFFERSONVILLE, 2.5 MI SOUTH OF SELLERSBURG, AND IS AT THE CLARK
 AJ8294'COUNTY AIRPORT. OWNERSHIP-- CLARK COUNTY AIRPORT,  AIRPORT
 AJ8294'MANAGER W E HAPPEL. CONTACT THE AIRPORT MANAGER AT LEAST A WEEK
 AJ8294'IN ADVANCE TO ARRANGE FOR ACCESS TO THE STATION.
 AJ8294' 
 AJ8294'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 65 (EXIT 7)
 AJ8294'AND STATE ROUTE 60, PROCEED SOUTHEAST 0.2 MI ALONG STATE ROUTE
 AJ8294'60 TO THE JUNCTION OF GREENWOOD ROAD. TURN LEFT AND PROCEED
 AJ8294'NORTHEAST 0.45 MI ALONG GREENWOOD ROAD TO THE JUNCTION OF US
 AJ8294'ROUTE 31. TURN RIGHT AND PROCEED SOUTHEAST 0.3 MI ALONG US ROUTE
 AJ8294'31 TO THE AIRPORT ENTRANCE ROAD ON THE LEFT. TURN LEFT AND
 AJ8294'PROCEED SOUTHEAST 0.3 MI ALONG THE ENTRANCE ROAD TO A GATE
 AJ8294'DIRECTLY AHEAD AND THE TERMINAL ON THE LEFT. CONTINUE THROUGH
 AJ8294'THE GATE AND PROCEED NORTH AND EAST 0.12 MI ACROSS THE RAMP TO A
 AJ8294'TAXIWAY ON THE LEFT. TURN LEFT AND PROCEED NORTH 0.6 MI ALONG THE
 AJ8294'TAXIWAY TO THE APPROACH END OF RUNWAY 18 AND AN ACCESS ROAD
 AJ8294'LEADING NORTH. CONTINUE NORTH 0.27 MI ALONG THE ROAD TO THE
 AJ8294'JUNCTION OF THREE ROADS AND THE STATION ON THE RIGHT
 AJ8294'APPROXIMATELY 50 M SOUTHEAST OF THE INTERSECTION.
 AJ8294' 
 AJ8294'THE STATION IS LOCATED 130.12 M ON AN AZIMUTH OF 345 DEGREES FROM
 AJ8294'THE WEST CORNER OF A WHITE BUILDING, 51.10 M ON AN AZIMUTH OF 53
 AJ8294'DEGREES FROM THE CENTERLINE OF A ROAD LEADING TO THE
 AJ8294'BUILDING, 52.40 M ON AN AZIMUTH OF 162 DEGREES FROM THE CENTERLINE
 AJ8294'OF A DIRT ROAD LEADING TO A FARM, 98.00 M ON AN AZIMUTH OF 108
 AJ8294'DEGREES FROM THE CENTERLINE OF A GATE, AND 60.94 M ON AN AZIMUTH
 AJ8294'OF 97 DEGREES FROM A GREEN ELECTRICAL JUNCTION BOX. THE STATION IS
 AJ8294'A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED-- JVY C 2000-- SET
 AJ8294'IN THE TOP OF A 0.3 M DIAMETER ROUND CONCRETE MONUMENT WITH AN
 AJ8294'IMBEDDED REBAR RECESSED 3 CM BELOW THE GROUND. THIS STATION IS A
 AJ8294'SECONDARY AIRPORT CONTROL STATION.
 AJ8294' 
 AJ8294' 
 AJ8294' 
 AJ8294'
 AJ8294
 AJ8294                          STATION RECOVERY (2002)
 AJ8294
 AJ8294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AJ8294'RECOVERED AS DESCRIBED.
 AJ8294'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1813 ***********************************************************************
 JZ1813  DESIGNATION -  K 1
 JZ1813  PID         -  JZ1813
 JZ1813  STATE/COUNTY-  IN/DEARBORN
 JZ1813  USGS QUAD   -  SUNMAN (1994)
 JZ1813
 JZ1813                         *CURRENT SURVEY CONTROL
 JZ1813  ___________________________________________________________________
 JZ1813* NAD 83(1986)-  39 13 17.     (N)    085 02 51.     (W)     SCALED    
 JZ1813* NAVD 88     -       287.483  (meters)     943.18   (feet)  ADJUSTED  
 JZ1813  ___________________________________________________________________
 JZ1813  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ1813  DYNAMIC HT  -         287.302 (meters)     942.59  (feet)  COMP
 JZ1813  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 JZ1813
 JZ1813  VERT ORDER  -  FIRST     CLASS II
 JZ1813
 JZ1813.The horizontal coordinates were scaled from a topographic map and have
 JZ1813.an estimated accuracy of +/- 6 seconds.
 JZ1813
 JZ1813.The orthometric height was determined by differential leveling
 JZ1813.and adjusted by the National Geodetic Survey in June 1991..
 JZ1813
 JZ1813.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1813.See file dsdata.txt to determine how the superseded data were derived.
 JZ1813
 JZ1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ685431(NAD 83)
 JZ1813_MARKER: DB = BENCH MARK DISK
 JZ1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1813_SP_SET: STONE
 JZ1813_STAMPING: K 1
 JZ1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1813+STABILITY: SURFACE MOTION
 JZ1813
 JZ1813  HISTORY     - Date     Condition        Report By
 JZ1813  HISTORY     - UNK      MONUMENTED       CGS
 JZ1813  HISTORY     - 1947     GOOD             NGS
 JZ1813  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ1813
 JZ1813                          STATION DESCRIPTION
 JZ1813
 JZ1813'DESCRIBED BY NATIONAL 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'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1211 ***********************************************************************
 JZ1211  DESIGNATION -  K 1 1
 JZ1211  PID         -  JZ1211
 JZ1211  STATE/COUNTY-  IN/UNION
 JZ1211  USGS QUAD   -  LIBERTY (1974)
 JZ1211
 JZ1211                         *CURRENT SURVEY CONTROL
 JZ1211  ___________________________________________________________________
 JZ1211* NAD 83(1986)-  39 38 07.     (N)    084 55 50.     (W)     SCALED    
 JZ1211* NAVD 88     -       302.350  (meters)     991.96   (feet)  ADJUSTED  
 JZ1211  ___________________________________________________________________
 JZ1211  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JZ1211  DYNAMIC HT  -         302.174 (meters)     991.38  (feet)  COMP
 JZ1211  MODELED GRAV-     980,037.3   (mgal)                       NAVD 88
 JZ1211
 JZ1211  VERT ORDER  -  SECOND    CLASS 0
 JZ1211
 JZ1211.The horizontal coordinates were scaled from a topographic map and have
 JZ1211.an estimated accuracy of +/- 6 seconds.
 JZ1211
 JZ1211.The orthometric height was determined by differential leveling
 JZ1211.and adjusted by the National Geodetic Survey in June 1991..
 JZ1211
 JZ1211.The geoid height was determined by GEOID03.
 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     -   487,280.      163,190.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1211.See file dsdata.txt to determine how the superseded data were derived.
 JZ1211
 JZ1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ775893(NAD 83)
 JZ1211_MARKER: DD = SURVEY DISK
 JZ1211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1211_SP_SET: BUILDING
 JZ1211_STAMPING: K 1 1 1928
 JZ1211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1211_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1211+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2005
 JZ1211
 JZ1211  HISTORY     - Date     Condition        Report By
 JZ1211  HISTORY     - 1928     MONUMENTED       USGS
 JZ1211  HISTORY     - 1947     GOOD             NGS
 JZ1211  HISTORY     - 20050628 GOOD             NGS
 JZ1211
 JZ1211                          STATION DESCRIPTION
 JZ1211
 JZ1211'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0027 ***********************************************************************
 JA0027  DESIGNATION -  K 10
 JA0027  PID         -  JA0027
 JA0027  STATE/COUNTY-  IN/LAWRENCE
 JA0027  USGS QUAD   -  TUNNELTON (1980)
 JA0027
 JA0027                         *CURRENT SURVEY CONTROL
 JA0027  ___________________________________________________________________
 JA0027* NAD 83(1986)-  38 46 12.     (N)    086 16 48.     (W)     SCALED    
 JA0027* NAVD 88     -       158.802  (meters)     521.00   (feet)  ADJUSTED  
 JA0027  ___________________________________________________________________
 JA0027  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JA0027  DYNAMIC HT  -         158.701 (meters)     520.67  (feet)  COMP
 JA0027  MODELED GRAV-     979,992.1   (mgal)                       NAVD 88
 JA0027
 JA0027  VERT ORDER  -  FIRST     CLASS II
 JA0027
 JA0027.The horizontal coordinates were scaled from a topographic map and have
 JA0027.an estimated accuracy of +/- 6 seconds.
 JA0027
 JA0027.The orthometric height was determined by differential leveling
 JA0027.and adjusted by the National Geodetic Survey in June 1991..
 JA0027
 JA0027.The geoid height was determined by GEOID03.
 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     -   391,270.      969,810.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0027.See file dsdata.txt to determine how the superseded data were derived.
 JA0027
 JA0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH625915(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0027
 JA0027  HISTORY     - Date     Condition        Report By
 JA0027  HISTORY     - 1930     MONUMENTED       CGS
 JA0027  HISTORY     - 1934     GOOD             NGS
 JA0027
 JA0027                          STATION DESCRIPTION
 JA0027
 JA0027'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2044 ***********************************************************************
 JZ2044  DESIGNATION -  K 10
 JZ2044  PID         -  JZ2044
 JZ2044  STATE/COUNTY-  IN/FRANKLIN
 JZ2044  USGS QUAD   -  BROOKVILLE (1993)
 JZ2044
 JZ2044                         *CURRENT SURVEY CONTROL
 JZ2044  ___________________________________________________________________
 JZ2044* NAD 83(1986)-  39 26 41.     (N)    085 05 06.     (W)     SCALED    
 JZ2044* NAVD 88     -       199.617  (meters)     654.91   (feet)  ADJUSTED  
 JZ2044  ___________________________________________________________________
 JZ2044  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JZ2044  DYNAMIC HT  -         199.493 (meters)     654.50  (feet)  COMP
 JZ2044  MODELED GRAV-     980,004.5   (mgal)                       NAVD 88
 JZ2044
 JZ2044  VERT ORDER  -  SECOND    CLASS 0
 JZ2044
 JZ2044.The horizontal coordinates were scaled from a topographic map and have
 JZ2044.an estimated accuracy of +/- 6 seconds.
 JZ2044
 JZ2044.The orthometric height was determined by differential leveling
 JZ2044.and adjusted by the National Geodetic Survey in June 1991..
 JZ2044
 JZ2044.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2044.See file dsdata.txt to determine how the superseded data were derived.
 JZ2044
 JZ2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ647678(NAD 83)
 JZ2044_MARKER: DD = SURVEY DISK
 JZ2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2044_STAMPING: K 10 1928
 JZ2044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2044+STABILITY: SURFACE MOTION
 JZ2044
 JZ2044  HISTORY     - Date     Condition        Report By
 JZ2044  HISTORY     - 1928     MONUMENTED       USGS
 JZ2044  HISTORY     - 1947     GOOD             NGS
 JZ2044
 JZ2044                          STATION DESCRIPTION
 JZ2044
 JZ2044'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1742 ***********************************************************************
 LB1742  DESIGNATION -  K 100
 LB1742  PID         -  LB1742
 LB1742  STATE/COUNTY-  IN/WARREN
 LB1742  USGS QUAD   -  WEST LEBANON (1980)
 LB1742
 LB1742                         *CURRENT SURVEY CONTROL
 LB1742  ___________________________________________________________________
 LB1742* NAD 83(1986)-  40 21 36.     (N)    087 23 59.     (W)     SCALED    
 LB1742* NAVD 88     -       233.339  (meters)     765.55   (feet)  ADJUSTED  
 LB1742  ___________________________________________________________________
 LB1742  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 LB1742  DYNAMIC HT  -         233.222 (meters)     765.16  (feet)  COMP
 LB1742  MODELED GRAV-     980,119.5   (mgal)                       NAVD 88
 LB1742
 LB1742  VERT ORDER  -  SECOND    CLASS 0
 LB1742
 LB1742.The horizontal coordinates were scaled from a topographic map and have
 LB1742.an estimated accuracy of +/- 6 seconds.
 LB1742
 LB1742.The orthometric height was determined by differential leveling
 LB1742.and adjusted by the National Geodetic Survey in June 1991..
 LB1742
 LB1742.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 LB1742;SPC IN W     -   567,540.      873,130.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1742.See file dsdata.txt to determine how the superseded data were derived.
 LB1742
 LB1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK660677(NAD 83)
 LB1742_MARKER: DB = BENCH MARK DISK
 LB1742_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1742_SP_SET: CULVERT
 LB1742_STAMPING: K 100 1946
 LB1742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1742
 LB1742  HISTORY     - Date     Condition        Report By
 LB1742  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1041 ***********************************************************************
 KA1041  DESIGNATION -  K 101
 KA1041  PID         -  KA1041
 KA1041  STATE/COUNTY-  IN/MONTGOMERY
 KA1041  USGS QUAD   -  ALAMO (1980)
 KA1041
 KA1041                         *CURRENT SURVEY CONTROL
 KA1041  ___________________________________________________________________
 KA1041* NAD 83(1986)-  39 52 54.     (N)    087 02 50.     (W)     SCALED    
 KA1041* NAVD 88     -       223.421  (meters)     733.01   (feet)  ADJUSTED  
 KA1041  ___________________________________________________________________
 KA1041  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KA1041  DYNAMIC HT  -         223.296 (meters)     732.60  (feet)  COMP
 KA1041  MODELED GRAV-     980,063.0   (mgal)                       NAVD 88
 KA1041
 KA1041  VERT ORDER  -  SECOND    CLASS 0
 KA1041
 KA1041.The horizontal coordinates were scaled from a topographic map and have
 KA1041.an estimated accuracy of +/- 6 seconds.
 KA1041
 KA1041.The orthometric height was determined by differential leveling
 KA1041.and adjusted by the National Geodetic Survey in June 1991..
 KA1041
 KA1041.The geoid height was determined by GEOID03.
 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     -   514,380.      903,090.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1041.See file dsdata.txt to determine how the superseded data were derived.
 KA1041
 KA1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK959146(NAD 83)
 KA1041_MARKER: DB = BENCH MARK DISK
 KA1041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1041_SP_SET: BRIDGE
 KA1041_STAMPING: K 101 1946
 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 = OCTOBER  6, 2006
 KA0975 ***********************************************************************
 KA0975  DESIGNATION -  K 102
 KA0975  PID         -  KA0975
 KA0975  STATE/COUNTY-  IN/FOUNTAIN
 KA0975  USGS QUAD   -  WALLACE (1961)
 KA0975
 KA0975                         *CURRENT SURVEY CONTROL
 KA0975  ___________________________________________________________________
 KA0975* NAD 83(1986)-  39 58 54.     (N)    087 14 33.     (W)     SCALED    
 KA0975* NAVD 88     -       219.119  (meters)     718.89   (feet)  ADJUSTED  
 KA0975  ___________________________________________________________________
 KA0975  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KA0975  DYNAMIC HT  -         219.001 (meters)     718.51  (feet)  COMP
 KA0975  MODELED GRAV-     980,083.1   (mgal)                       NAVD 88
 KA0975
 KA0975  VERT ORDER  -  SECOND    CLASS 0
 KA0975
 KA0975.The horizontal coordinates were scaled from a topographic map and have
 KA0975.an estimated accuracy of +/- 6 seconds.
 KA0975
 KA0975.The orthometric height was determined by differential leveling
 KA0975.and adjusted by the National Geodetic Survey in June 1991..
 KA0975
 KA0975.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 KA0975;SPC IN W     -   525,490.      886,410.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0975.See file dsdata.txt to determine how the superseded data were derived.
 KA0975
 KA0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK792257(NAD 83)
 KA0975_MARKER: DB = BENCH MARK DISK
 KA0975_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0975_SP_SET: CULVERT
 KA0975_STAMPING: K 102 1946
 KA0975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0975
 KA0975  HISTORY     - Date     Condition        Report By
 KA0975  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0994 ***********************************************************************
 KA0994  DESIGNATION -  K 103
 KA0994  PID         -  KA0994
 KA0994  STATE/COUNTY-  IN/FOUNTAIN
 KA0994  USGS QUAD   -  WALLACE (1961)
 KA0994
 KA0994                         *CURRENT SURVEY CONTROL
 KA0994  ___________________________________________________________________
 KA0994* NAD 83(1986)-  39 58 02.     (N)    087 13 24.     (W)     SCALED    
 KA0994* NAVD 88     -       213.998  (meters)     702.09   (feet)  ADJUSTED  
 KA0994  ___________________________________________________________________
 KA0994  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KA0994  DYNAMIC HT  -         213.882 (meters)     701.71  (feet)  COMP
 KA0994  MODELED GRAV-     980,080.0   (mgal)                       NAVD 88
 KA0994
 KA0994  VERT ORDER  -  SECOND    CLASS 0
 KA0994
 KA0994.The horizontal coordinates were scaled from a topographic map and have
 KA0994.an estimated accuracy of +/- 6 seconds.
 KA0994
 KA0994.The orthometric height was determined by differential leveling
 KA0994.and adjusted by the National Geodetic Survey in June 1991..
 KA0994
 KA0994.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0994.See file dsdata.txt to determine how the superseded data were derived.
 KA0994
 KA0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK809241(NAD 83)
 KA0994_MARKER: DB = BENCH MARK DISK
 KA0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0994_STAMPING: K 103 1946
 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 = OCTOBER  6, 2006
 KA1068 ***********************************************************************
 KA1068  DESIGNATION -  K 104
 KA1068  PID         -  KA1068
 KA1068  STATE/COUNTY-  IN/FOUNTAIN
 KA1068  USGS QUAD   -  NEWPORT (1980)
 KA1068
 KA1068                         *CURRENT SURVEY CONTROL
 KA1068  ___________________________________________________________________
 KA1068* NAD 83(1986)-  39 59 44.     (N)    087 24 24.     (W)     SCALED    
 KA1068* NAVD 88     -       192.226  (meters)     630.66   (feet)  ADJUSTED  
 KA1068  ___________________________________________________________________
 KA1068  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KA1068  DYNAMIC HT  -         192.126 (meters)     630.33  (feet)  COMP
 KA1068  MODELED GRAV-     980,097.0   (mgal)                       NAVD 88
 KA1068
 KA1068  VERT ORDER  -  SECOND    CLASS 0
 KA1068
 KA1068.The horizontal coordinates were scaled from a topographic map and have
 KA1068.an estimated accuracy of +/- 6 seconds.
 KA1068
 KA1068.The orthometric height was determined by differential leveling
 KA1068.and adjusted by the National Geodetic Survey in June 1991..
 KA1068
 KA1068.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1068.See file dsdata.txt to determine how the superseded data were derived.
 KA1068
 KA1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK652273(NAD 83)
 KA1068_MARKER: DB = BENCH MARK DISK
 KA1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1068_STAMPING: K 104 1946
 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 = OCTOBER  6, 2006
 ME1368 ***********************************************************************
 ME1368  DESIGNATION -  K 105
 ME1368  PID         -  ME1368
 ME1368  STATE/COUNTY-  IN/NEWTON
 ME1368  USGS QUAD   -  FAIR OAKS (1980)
 ME1368
 ME1368                         *CURRENT SURVEY CONTROL
 ME1368  ___________________________________________________________________
 ME1368* NAD 83(1986)-  41 06 15.     (N)    087 20 01.     (W)     SCALED    
 ME1368* NAVD 88     -       204.639  (meters)     671.39   (feet)  ADJUSTED  
 ME1368  ___________________________________________________________________
 ME1368  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 ME1368  DYNAMIC HT  -         204.551 (meters)     671.10  (feet)  COMP
 ME1368  MODELED GRAV-     980,192.3   (mgal)                       NAVD 88
 ME1368
 ME1368  VERT ORDER  -  SECOND    CLASS 0
 ME1368
 ME1368.The horizontal coordinates were scaled from a topographic map and have
 ME1368.an estimated accuracy of +/- 6 seconds.
 ME1368
 ME1368.The orthometric height was determined by differential leveling
 ME1368.and adjusted by the National Geodetic Survey in June 1991..
 ME1368
 ME1368.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1368.See file dsdata.txt to determine how the superseded data were derived.
 ME1368
 ME1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL719503(NAD 83)
 ME1368_MARKER: DB = BENCH MARK DISK
 ME1368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1368_SP_SET: BRIDGE
 ME1368_STAMPING: K 105 1946
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1968
 ME1368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1300 ***********************************************************************
 LB1300  DESIGNATION -  K 106
 LB1300  PID         -  LB1300
 LB1300  STATE/COUNTY-  IN/NEWTON
 LB1300  USGS QUAD   -  GOODLAND (1976)
 LB1300
 LB1300                         *CURRENT SURVEY CONTROL
 LB1300  ___________________________________________________________________
 LB1300* NAD 83(1986)-  40 48 33.     (N)    087 18 20.     (W)     SCALED    
 LB1300* NAVD 88     -       203.188  (meters)     666.63   (feet)  ADJUSTED  
 LB1300  ___________________________________________________________________
 LB1300  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LB1300  DYNAMIC HT  -         203.097 (meters)     666.33  (feet)  COMP
 LB1300  MODELED GRAV-     980,171.9   (mgal)                       NAVD 88
 LB1300
 LB1300  VERT ORDER  -  SECOND    CLASS 0
 LB1300
 LB1300.The horizontal coordinates were scaled from a topographic map and have
 LB1300.an estimated accuracy of +/- 6 seconds.
 LB1300
 LB1300.The orthometric height was determined by differential leveling
 LB1300.and adjusted by the National Geodetic Survey in June 1991..
 LB1300
 LB1300.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1300.See file dsdata.txt to determine how the superseded data were derived.
 LB1300
 LB1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL742176(NAD 83)
 LB1300_MARKER: DB = BENCH MARK DISK
 LB1300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1300_SP_SET: CULVERT
 LB1300_STAMPING: K 106 1946
 LB1300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1347 ***********************************************************************
 LB1347  DESIGNATION -  K 108 RESET 1957
 LB1347  PID         -  LB1347
 LB1347  STATE/COUNTY-  IN/JASPER
 LB1347  USGS QUAD   -  RENSSELAER (1980)
 LB1347
 LB1347                         *CURRENT SURVEY CONTROL
 LB1347  ___________________________________________________________________
 LB1347* NAD 83(1986)-  40 53 29.     (N)    087 09 17.     (W)     SCALED    
 LB1347* NAVD 88     -       200.07   (meters)     656.4    (feet)  RESET     
 LB1347  ___________________________________________________________________
 LB1347  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 LB1347
 LB1347  VERT ORDER  -  THIRD
 LB1347
 LB1347.The horizontal coordinates were scaled from a topographic map and have
 LB1347.an estimated accuracy of +/- 6 seconds.
 LB1347
 LB1347.The orthometric height was computed from unverified reset data.
 LB1347
 LB1347.The geoid height was determined by GEOID03.
 LB1347
 LB1347;                    North         East    Units  Estimated Accuracy
 LB1347;SPC IN W     -   626,500.      893,980.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1347.See file dsdata.txt to determine how the superseded data were derived.
 LB1347
 LB1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL869267(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1347
 LB1347  HISTORY     - Date     Condition        Report By
 LB1347  HISTORY     - 1957     MONUMENTED       INHD
 LB1347  HISTORY     - 1958     GOOD             NGS
 LB1347
 LB1347                          STATION DESCRIPTION
 LB1347
 LB1347'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1441 ***********************************************************************
 LB1441  DESIGNATION -  K 109
 LB1441  PID         -  LB1441
 LB1441  STATE/COUNTY-  IN/JASPER
 LB1441  USGS QUAD   -  REMINGTON (1980)
 LB1441
 LB1441                         *CURRENT SURVEY CONTROL
 LB1441  ___________________________________________________________________
 LB1441* NAD 83(1986)-  40 45 44.     (N)    087 12 39.     (W)     SCALED    
 LB1441* NAVD 88     -       224.644  (meters)     737.02   (feet)  ADJUSTED  
 LB1441  ___________________________________________________________________
 LB1441  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 LB1441  DYNAMIC HT  -         224.541 (meters)     736.68  (feet)  COMP
 LB1441  MODELED GRAV-     980,162.0   (mgal)                       NAVD 88
 LB1441
 LB1441  VERT ORDER  -  SECOND    CLASS 0
 LB1441
 LB1441.The horizontal coordinates were scaled from a topographic map and have
 LB1441.an estimated accuracy of +/- 6 seconds.
 LB1441
 LB1441.The orthometric height was determined by differential leveling
 LB1441.and adjusted by the National Geodetic Survey in June 1991..
 LB1441
 LB1441.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1441.See file dsdata.txt to determine how the superseded data were derived.
 LB1441
 LB1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL822123(NAD 83)
 LB1441_MARKER: DB = BENCH MARK DISK
 LB1441_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1441_SP_SET: CULVERT
 LB1441_STAMPING: K 109 1946
 LB1441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1441
 LB1441  HISTORY     - Date     Condition        Report By
 LB1441  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0840 ***********************************************************************
 JA0840  DESIGNATION -  K 11
 JA0840  PID         -  JA0840
 JA0840  STATE/COUNTY-  IN/DAVIESS
 JA0840  USGS QUAD   -  WASHINGTON (1980)
 JA0840
 JA0840                         *CURRENT SURVEY CONTROL
 JA0840  ___________________________________________________________________
 JA0840* NAD 83(1986)-  38 39 19.     (N)    087 10 28.     (W)     SCALED    
 JA0840* NAVD 88     -       148.645  (meters)     487.68   (feet)  ADJUSTED  
 JA0840  ___________________________________________________________________
 JA0840  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 JA0840  DYNAMIC HT  -         148.551 (meters)     487.37  (feet)  COMP
 JA0840  MODELED GRAV-     979,990.4   (mgal)                       NAVD 88
 JA0840
 JA0840  VERT ORDER  -  FIRST     CLASS II
 JA0840
 JA0840.The horizontal coordinates were scaled from a topographic map and have
 JA0840.an estimated accuracy of +/- 6 seconds.
 JA0840
 JA0840.The orthometric height was determined by differential leveling
 JA0840.and adjusted by the National Geodetic Survey in June 1991..
 JA0840
 JA0840.The geoid height was determined by GEOID03.
 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     -   378,230.      892,070.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0840.See file dsdata.txt to determine how the superseded data were derived.
 JA0840
 JA0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH848785(NAD 83)
 JA0840_MARKER: DB = BENCH MARK DISK
 JA0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0840_SP_SET: CONCRETE POST
 JA0840_STAMPING: K 11 1930 488.155
 JA0840_MARK LOGO: CGS   
 JA0840_PROJECTION: PROJECTING 10 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             NGS
 JA0840  HISTORY     - 1985     GOOD             NGS
 JA0840
 JA0840                          STATION DESCRIPTION
 JA0840
 JA0840'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2053 ***********************************************************************
 JZ2053  DESIGNATION -  K 11
 JZ2053  PID         -  JZ2053
 JZ2053  STATE/COUNTY-  IN/FRANKLIN
 JZ2053  USGS QUAD   -  BROOKVILLE (1993)
 JZ2053
 JZ2053                         *CURRENT SURVEY CONTROL
 JZ2053  ___________________________________________________________________
 JZ2053* NAD 83(1986)-  39 25 20.     (N)    085 00 45.     (W)     SCALED    
 JZ2053* NAVD 88     -       204.219  (meters)     670.01   (feet)  ADJUSTED  
 JZ2053  ___________________________________________________________________
 JZ2053  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JZ2053  DYNAMIC HT  -         204.096 (meters)     669.61  (feet)  COMP
 JZ2053  MODELED GRAV-     980,020.0   (mgal)                       NAVD 88
 JZ2053
 JZ2053  VERT ORDER  -  SECOND    CLASS 0
 JZ2053
 JZ2053.The horizontal coordinates were scaled from a topographic map and have
 JZ2053.an estimated accuracy of +/- 6 seconds.
 JZ2053
 JZ2053.The orthometric height was determined by differential leveling
 JZ2053.and adjusted by the National Geodetic Survey in June 1991..
 JZ2053
 JZ2053.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2053.See file dsdata.txt to determine how the superseded data were derived.
 JZ2053
 JZ2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ710655(NAD 83)
 JZ2053_MARKER: DD = SURVEY DISK
 JZ2053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2053_SP_SET: BUILDING
 JZ2053_STAMPING: K 11 1928
 JZ2053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2053
 JZ2053  HISTORY     - Date     Condition        Report By
 JZ2053  HISTORY     - 1928     MONUMENTED       USGS
 JZ2053  HISTORY     - 1947     GOOD             NGS
 JZ2053  HISTORY     - 20040922 MARK NOT FOUND   SCHC
 JZ2053
 JZ2053                          STATION DESCRIPTION
 JZ2053
 JZ2053'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0876 ***********************************************************************
 LB0876  DESIGNATION -  K 111
 LB0876  PID         -  LB0876
 LB0876  STATE/COUNTY-  IN/BOONE
 LB0876  USGS QUAD   -  HAZELRIGG (1980)
 LB0876
 LB0876                         *CURRENT SURVEY CONTROL
 LB0876  ___________________________________________________________________
 LB0876* NAD 83(1986)-  40 00 37.     (N)    086 37 10.     (W)     SCALED    
 LB0876* NAVD 88     -       281.065  (meters)     922.13   (feet)  ADJUSTED  
 LB0876  ___________________________________________________________________
 LB0876  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 LB0876  DYNAMIC HT  -         280.911 (meters)     921.62  (feet)  COMP
 LB0876  MODELED GRAV-     980,071.8   (mgal)                       NAVD 88
 LB0876
 LB0876  VERT ORDER  -  SECOND    CLASS 0
 LB0876
 LB0876.The horizontal coordinates were scaled from a topographic map and have
 LB0876.an estimated accuracy of +/- 6 seconds.
 LB0876
 LB0876.The orthometric height was determined by differential leveling
 LB0876.and adjusted by the National Geodetic Survey in June 1991..
 LB0876
 LB0876.The geoid height was determined by GEOID03.
 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     -   528,760.      939,610.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0876.See file dsdata.txt to determine how the superseded data were derived.
 LB0876
 LB0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK324289(NAD 83)
 LB0876_MARKER: DB = BENCH MARK DISK
 LB0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0876_STAMPING: K 111 1946
 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 = OCTOBER  6, 2006
 LB0611 ***********************************************************************
 LB0611  DESIGNATION -  K 112
 LB0611  PID         -  LB0611
 LB0611  STATE/COUNTY-  IN/BOONE
 LB0611  USGS QUAD   -  ROSSTON (1987)
 LB0611
 LB0611                         *CURRENT SURVEY CONTROL
 LB0611  ___________________________________________________________________
 LB0611* NAD 83(1986)-  40 02 24.     (N)    086 19 39.     (W)     SCALED    
 LB0611* NAVD 88     -       282.467  (meters)     926.73   (feet)  ADJUSTED  
 LB0611  ___________________________________________________________________
 LB0611  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 LB0611  DYNAMIC HT  -         282.310 (meters)     926.21  (feet)  COMP
 LB0611  MODELED GRAV-     980,061.4   (mgal)                       NAVD 88
 LB0611
 LB0611  VERT ORDER  -  SECOND    CLASS 0
 LB0611
 LB0611.The horizontal coordinates were scaled from a topographic map and have
 LB0611.an estimated accuracy of +/- 6 seconds.
 LB0611
 LB0611.The orthometric height was determined by differential leveling
 LB0611.and adjusted by the National Geodetic Survey in June 1991..
 LB0611
 LB0611.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0611.See file dsdata.txt to determine how the superseded data were derived.
 LB0611
 LB0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK573324(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0853 ***********************************************************************
 LB0853  DESIGNATION -  K 113
 LB0853  PID         -  LB0853
 LB0853  STATE/COUNTY-  IN/BOONE
 LB0853  USGS QUAD   -  THORNTOWN (1991)
 LB0853
 LB0853                         *CURRENT SURVEY CONTROL
 LB0853  ___________________________________________________________________
 LB0853* NAD 83(1986)-  40 08 39.     (N)    086 36 41.     (W)     SCALED    
 LB0853* NAVD 88     -       252.491  (meters)     828.38   (feet)  ADJUSTED  
 LB0853  ___________________________________________________________________
 LB0853  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 LB0853  DYNAMIC HT  -         252.355 (meters)     827.93  (feet)  COMP
 LB0853  MODELED GRAV-     980,080.4   (mgal)                       NAVD 88
 LB0853
 LB0853  VERT ORDER  -  SECOND    CLASS 0
 LB0853
 LB0853.The horizontal coordinates were scaled from a topographic map and have
 LB0853.an estimated accuracy of +/- 6 seconds.
 LB0853
 LB0853.The orthometric height was determined by differential leveling
 LB0853.and adjusted by the National Geodetic Survey in June 1991..
 LB0853
 LB0853.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0853.See file dsdata.txt to determine how the superseded data were derived.
 LB0853
 LB0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK331438(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0651 ***********************************************************************
 LB0651  DESIGNATION -  K 114
 LB0651  PID         -  LB0651
 LB0651  STATE/COUNTY-  IN/CLINTON
 LB0651  USGS QUAD   -  MECHANICSBURG (1961)
 LB0651
 LB0651                         *CURRENT SURVEY CONTROL
 LB0651  ___________________________________________________________________
 LB0651* NAD 83(1986)-  40 12 14.     (N)    086 29 34.     (W)     SCALED    
 LB0651* NAVD 88     -       268.971  (meters)     882.45   (feet)  ADJUSTED  
 LB0651  ___________________________________________________________________
 LB0651  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 LB0651  DYNAMIC HT  -         268.826 (meters)     881.97  (feet)  COMP
 LB0651  MODELED GRAV-     980,081.6   (mgal)                       NAVD 88
 LB0651
 LB0651  VERT ORDER  -  SECOND    CLASS 0
 LB0651
 LB0651.The horizontal coordinates were scaled from a topographic map and have
 LB0651.an estimated accuracy of +/- 6 seconds.
 LB0651
 LB0651.The orthometric height was determined by differential leveling
 LB0651.and adjusted by the National Geodetic Survey in June 1991..
 LB0651
 LB0651.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0651.See file dsdata.txt to determine how the superseded data were derived.
 LB0651
 LB0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK431505(NAD 83)
 LB0651_MARKER: DB = BENCH MARK DISK
 LB0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0651_STAMPING: K 114 1946
 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 = OCTOBER  6, 2006
 LB0652 ***********************************************************************
 LB0652  DESIGNATION -  K 114 RESET 1953
 LB0652  PID         -  LB0652
 LB0652  STATE/COUNTY-  IN/CLINTON
 LB0652  USGS QUAD   -  MECHANICSBURG (1961)
 LB0652
 LB0652                         *CURRENT SURVEY CONTROL
 LB0652  ___________________________________________________________________
 LB0652* NAD 83(1986)-  40 12 14.     (N)    086 29 34.     (W)     SCALED    
 LB0652* NAVD 88     -       268.84   (meters)     882.0    (feet)  RESET     
 LB0652  ___________________________________________________________________
 LB0652  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 LB0652
 LB0652  VERT ORDER  -  THIRD
 LB0652
 LB0652.The horizontal coordinates were scaled from a topographic map and have
 LB0652.an estimated accuracy of +/- 6 seconds.
 LB0652
 LB0652.The orthometric height was computed from unverified reset data.
 LB0652
 LB0652.The geoid height was determined by GEOID03.
 LB0652
 LB0652;                    North         East    Units  Estimated Accuracy
 LB0652;SPC IN W     -   550,320.      950,280.      MT  (+/- 180 meters Scaled)
 LB0652
 LB0652                          SUPERSEDED SURVEY CONTROL
 LB0652
 LB0652.No superseded survey control is available for this station.
 LB0652
 LB0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK431505(NAD 83)
 LB0652_MARKER: DB = BENCH MARK DISK
 LB0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0652_STAMPING: K 114 RESET 1953
 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             NGS
 LB0652
 LB0652                          STATION DESCRIPTION
 LB0652
 LB0652'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0098 ***********************************************************************
 LB0098  DESIGNATION -  K 115
 LB0098  PID         -  LB0098
 LB0098  STATE/COUNTY-  IN/CASS
 LB0098  USGS QUAD   -  YOUNG AMERICA (1959)
 LB0098
 LB0098                         *CURRENT SURVEY CONTROL
 LB0098  ___________________________________________________________________
 LB0098* NAD 83(1986)-  40 36 19.     (N)    086 17 53.     (W)     SCALED    
 LB0098* NAVD 88     -       230.401  (meters)     755.91   (feet)  ADJUSTED  
 LB0098  ___________________________________________________________________
 LB0098  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 LB0098  DYNAMIC HT  -         230.287 (meters)     755.53  (feet)  COMP
 LB0098  MODELED GRAV-     980,121.6   (mgal)                       NAVD 88
 LB0098
 LB0098  VERT ORDER  -  SECOND    CLASS 0
 LB0098
 LB0098.The horizontal coordinates were scaled from a topographic map and have
 LB0098.an estimated accuracy of +/- 6 seconds.
 LB0098
 LB0098.The orthometric height was determined by differential leveling
 LB0098.and adjusted by the National Geodetic Survey in June 1991..
 LB0098
 LB0098.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0098.See file dsdata.txt to determine how the superseded data were derived.
 LB0098
 LB0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK593951(NAD 83)
 LB0098_MARKER: DB = BENCH MARK DISK
 LB0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0098_STAMPING: K 115 1946
 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 = OCTOBER  6, 2006
 LB0326 ***********************************************************************
 LB0326  DESIGNATION -  K 116
 LB0326  PID         -  LB0326
 LB0326  STATE/COUNTY-  IN/CARROLL
 LB0326  USGS QUAD   -  BURLINGTON (1984)
 LB0326
 LB0326                         *CURRENT SURVEY CONTROL
 LB0326  ___________________________________________________________________
 LB0326* NAD 83(1986)-  40 28 12.     (N)    086 23 34.     (W)     SCALED    
 LB0326* NAVD 88     -       240.798  (meters)     790.02   (feet)  ADJUSTED  
 LB0326  ___________________________________________________________________
 LB0326  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 LB0326  DYNAMIC HT  -         240.673 (meters)     789.61  (feet)  COMP
 LB0326  MODELED GRAV-     980,103.6   (mgal)                       NAVD 88
 LB0326
 LB0326  VERT ORDER  -  SECOND    CLASS 0
 LB0326
 LB0326.The horizontal coordinates were scaled from a topographic map and have
 LB0326.an estimated accuracy of +/- 6 seconds.
 LB0326
 LB0326.The orthometric height was determined by differential leveling
 LB0326.and adjusted by the National Geodetic Survey in June 1991..
 LB0326
 LB0326.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0326.See file dsdata.txt to determine how the superseded data were derived.
 LB0326
 LB0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK514801(NAD 83)
 LB0326_MARKER: DB = BENCH MARK DISK
 LB0326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0326_SP_SET: PIPE CULVERT HEADWALL
 LB0326_STAMPING: K 116 1946
 LB0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0713 ***********************************************************************
 LB0713  DESIGNATION -  K 117
 LB0713  PID         -  LB0713
 LB0713  STATE/COUNTY-  IN/CARROLL
 LB0713  USGS QUAD   -  ROSSVILLE (1961)
 LB0713
 LB0713                         *CURRENT SURVEY CONTROL
 LB0713  ___________________________________________________________________
 LB0713* NAD 83(1986)-  40 28 27.     (N)    086 31 32.     (W)     SCALED    
 LB0713* NAVD 88     -       226.871  (meters)     744.33   (feet)  ADJUSTED  
 LB0713  ___________________________________________________________________
 LB0713  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 LB0713  DYNAMIC HT  -         226.756 (meters)     743.95  (feet)  COMP
 LB0713  MODELED GRAV-     980,112.2   (mgal)                       NAVD 88
 LB0713
 LB0713  VERT ORDER  -  SECOND    CLASS 0
 LB0713
 LB0713.The horizontal coordinates were scaled from a topographic map and have
 LB0713.an estimated accuracy of +/- 6 seconds.
 LB0713
 LB0713.The orthometric height was determined by differential leveling
 LB0713.and adjusted by the National Geodetic Survey in June 1991..
 LB0713
 LB0713.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0713.See file dsdata.txt to determine how the superseded data were derived.
 LB0713
 LB0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK402804(NAD 83)
 LB0713_MARKER: DB = BENCH MARK DISK
 LB0713_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0713_SP_SET: BUILDING
 LB0713_STAMPING: K 117 1946
 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 = OCTOBER  6, 2006
 LB0965 ***********************************************************************
 LB0965  DESIGNATION -  K 118
 LB0965  PID         -  LB0965
 LB0965  STATE/COUNTY-  IN/CARROLL
 LB0965  USGS QUAD   -  FLORA (1986)
 LB0965
 LB0965                         *CURRENT SURVEY CONTROL
 LB0965  ___________________________________________________________________
 LB0965* NAD 83(1986)-  40 31 31.     (N)    086 31 48.     (W)     SCALED    
 LB0965* NAVD 88     -       219.698  (meters)     720.79   (feet)  ADJUSTED  
 LB0965  ___________________________________________________________________
 LB0965  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 LB0965  DYNAMIC HT  -         219.588 (meters)     720.43  (feet)  COMP
 LB0965  MODELED GRAV-     980,118.1   (mgal)                       NAVD 88
 LB0965
 LB0965  VERT ORDER  -  SECOND    CLASS 0
 LB0965
 LB0965.The horizontal coordinates were scaled from a topographic map and have
 LB0965.an estimated accuracy of +/- 6 seconds.
 LB0965
 LB0965.The orthometric height was determined by differential leveling
 LB0965.and adjusted by the National Geodetic Survey in June 1991..
 LB0965
 LB0965.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0965.See file dsdata.txt to determine how the superseded data were derived.
 LB0965
 LB0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK398861(NAD 83)
 LB0965_MARKER: DB = BENCH MARK DISK
 LB0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0965_STAMPING: K 118 1946
 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 = OCTOBER  6, 2006
 JA0914 ***********************************************************************
 JA0914  DESIGNATION -  K 12
 JA0914  PID         -  JA0914
 JA0914  STATE/COUNTY-  IN/DAVIESS
 JA0914  USGS QUAD   -  EPSOM (1984)
 JA0914
 JA0914                         *CURRENT SURVEY CONTROL
 JA0914  ___________________________________________________________________
 JA0914* NAD 83(1986)-  38 52 06.     (N)    087 05 43.     (W)     SCALED    
 JA0914* NAVD 88     -       145.360  (meters)     476.90   (feet)  ADJUSTED  
 JA0914  ___________________________________________________________________
 JA0914  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JA0914  DYNAMIC HT  -         145.271 (meters)     476.61  (feet)  COMP
 JA0914  MODELED GRAV-     980,007.5   (mgal)                       NAVD 88
 JA0914
 JA0914  VERT ORDER  -  FIRST     CLASS II
 JA0914
 JA0914.The horizontal coordinates were scaled from a topographic map and have
 JA0914.an estimated accuracy of +/- 6 seconds.
 JA0914
 JA0914.The orthometric height was determined by differential leveling
 JA0914.and adjusted by the National Geodetic Survey in June 1991..
 JA0914
 JA0914.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0914.See file dsdata.txt to determine how the superseded data were derived.
 JA0914
 JA0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ917021(NAD 83)
 JA0914_MARKER: DB = BENCH MARK DISK
 JA0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0914_STAMPING: 477.345 K 12 1930
 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             NGS
 JA0914  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0914
 JA0914                          STATION DESCRIPTION
 JA0914
 JA0914'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0706 ***********************************************************************
 LB0706  DESIGNATION -  K 120
 LB0706  PID         -  LB0706
 LB0706  STATE/COUNTY-  IN/CARROLL
 LB0706  USGS QUAD   -  PYRMONT (1961)
 LB0706
 LB0706                         *CURRENT SURVEY CONTROL
 LB0706  ___________________________________________________________________
 LB0706* NAD 83(1986)-  40 27 45.     (N)    086 39 10.     (W)     SCALED    
 LB0706* NAVD 88     -       198.390  (meters)     650.88   (feet)  ADJUSTED  
 LB0706  ___________________________________________________________________
 LB0706  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 LB0706  DYNAMIC HT  -         198.290 (meters)     650.56  (feet)  COMP
 LB0706  MODELED GRAV-     980,120.3   (mgal)                       NAVD 88
 LB0706
 LB0706  VERT ORDER  -  SECOND    CLASS 0
 LB0706
 LB0706.The horizontal coordinates were scaled from a topographic map and have
 LB0706.an estimated accuracy of +/- 6 seconds.
 LB0706
 LB0706.The orthometric height was determined by differential leveling
 LB0706.and adjusted by the National Geodetic Survey in June 1991..
 LB0706
 LB0706.The geoid height was determined by GEOID03.
 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     -   578,960.      936,520.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0706.See file dsdata.txt to determine how the superseded data were derived.
 LB0706
 LB0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK294791(NAD 83)
 LB0706_MARKER: DB = BENCH MARK DISK
 LB0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0706_STAMPING: K 120 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0649 ***********************************************************************
 KA0649  DESIGNATION -  K 121
 KA0649  PID         -  KA0649
 KA0649  STATE/COUNTY-  IN/PUTNAM
 KA0649  USGS QUAD   -  CLINTON FALLS (1981)
 KA0649
 KA0649                         *CURRENT SURVEY CONTROL
 KA0649  ___________________________________________________________________
 KA0649* NAD 83(1986)-  39 38 28.     (N)    086 54 08.     (W)     SCALED    
 KA0649* NAVD 88     -       217.221  (meters)     712.67   (feet)  ADJUSTED  
 KA0649  ___________________________________________________________________
 KA0649  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KA0649  DYNAMIC HT  -         217.098 (meters)     712.26  (feet)  COMP
 KA0649  MODELED GRAV-     980,057.8   (mgal)                       NAVD 88
 KA0649
 KA0649  VERT ORDER  -  FIRST     CLASS II
 KA0649
 KA0649.The horizontal coordinates were scaled from a topographic map and have
 KA0649.an estimated accuracy of +/- 6 seconds.
 KA0649
 KA0649.The orthometric height was determined by differential leveling
 KA0649.and adjusted by the National Geodetic Survey in June 1991..
 KA0649
 KA0649.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0649.See file dsdata.txt to determine how the superseded data were derived.
 KA0649
 KA0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ083879(NAD 83)
 KA0649_MARKER: DB = BENCH MARK DISK
 KA0649_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0649_SP_SET: CULVERT
 KA0649_STAMPING: K 121 1946
 KA0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1376 ***********************************************************************
 LB1376  DESIGNATION -  K 122
 LB1376  PID         -  LB1376
 LB1376  STATE/COUNTY-  IN/BENTON
 LB1376  USGS QUAD   -  BOSWELL (1980)
 LB1376
 LB1376                         *CURRENT SURVEY CONTROL
 LB1376  ___________________________________________________________________
 LB1376* NAD 83(1986)-  40 37 19.     (N)    087 24 32.     (W)     SCALED    
 LB1376* NAVD 88     -       230.450  (meters)     756.07   (feet)  ADJUSTED  
 LB1376  ___________________________________________________________________
 LB1376  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 LB1376  DYNAMIC HT  -         230.340 (meters)     755.71  (feet)  COMP
 LB1376  MODELED GRAV-     980,140.1   (mgal)                       NAVD 88
 LB1376
 LB1376  VERT ORDER  -  SECOND    CLASS 0
 LB1376
 LB1376.The horizontal coordinates were scaled from a topographic map and have
 LB1376.an estimated accuracy of +/- 6 seconds.
 LB1376
 LB1376.The orthometric height was determined by differential leveling
 LB1376.and adjusted by the National Geodetic Survey in June 1991..
 LB1376
 LB1376.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1376.See file dsdata.txt to determine how the superseded data were derived.
 LB1376
 LB1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK654968(NAD 83)
 LB1376_MARKER: DB = BENCH MARK DISK
 LB1376_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1376_SP_SET: BRIDGE
 LB1376_STAMPING: K 122 1946
 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 = OCTOBER  6, 2006
 LB1402 ***********************************************************************
 LB1402  DESIGNATION -  K 123
 LB1402  PID         -  LB1402
 LB1402  STATE/COUNTY-  IN/WHITE
 LB1402  USGS QUAD   -  ROUND GROVE (1962)
 LB1402
 LB1402                         *CURRENT SURVEY CONTROL
 LB1402  ___________________________________________________________________
 LB1402* NAD 83(1986)-  40 36 22.     (N)    087 01 14.     (W)     SCALED    
 LB1402* NAVD 88     -       221.912  (meters)     728.06   (feet)  ADJUSTED  
 LB1402  ___________________________________________________________________
 LB1402  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 LB1402  DYNAMIC HT  -         221.804 (meters)     727.70  (feet)  COMP
 LB1402  MODELED GRAV-     980,133.5   (mgal)                       NAVD 88
 LB1402
 LB1402  VERT ORDER  -  SECOND    CLASS 0
 LB1402
 LB1402.The horizontal coordinates were scaled from a topographic map and have
 LB1402.an estimated accuracy of +/- 6 seconds.
 LB1402
 LB1402.The orthometric height was determined by differential leveling
 LB1402.and adjusted by the National Geodetic Survey in June 1991..
 LB1402
 LB1402.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1402.See file dsdata.txt to determine how the superseded data were derived.
 LB1402
 LB1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK982950(NAD 83)
 LB1402_MARKER: DB = BENCH MARK DISK
 LB1402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1402_SP_SET: CULVERT
 LB1402_STAMPING: K 123 1946
 LB1402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1320 ***********************************************************************
 LB1320  DESIGNATION -  K 124
 LB1320  PID         -  LB1320
 LB1320  STATE/COUNTY-  IN/BENTON
 LB1320  USGS QUAD   -  TEMPLETON (1980)
 LB1320
 LB1320                         *CURRENT SURVEY CONTROL
 LB1320  ___________________________________________________________________
 LB1320* NAD 83(1986)-  40 33 26.     (N)    087 14 48.     (W)     SCALED    
 LB1320* NAVD 88     -       238.007  (meters)     780.86   (feet)  ADJUSTED  
 LB1320  ___________________________________________________________________
 LB1320  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 LB1320  DYNAMIC HT  -         237.889 (meters)     780.47  (feet)  COMP
 LB1320  MODELED GRAV-     980,126.3   (mgal)                       NAVD 88
 LB1320
 LB1320  VERT ORDER  -  SECOND    CLASS 0
 LB1320
 LB1320.The horizontal coordinates were scaled from a topographic map and have
 LB1320.an estimated accuracy of +/- 6 seconds.
 LB1320
 LB1320.The orthometric height was determined by differential leveling
 LB1320.and adjusted by the National Geodetic Survey in June 1991..
 LB1320
 LB1320.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1320.See file dsdata.txt to determine how the superseded data were derived.
 LB1320
 LB1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK791896(NAD 83)
 LB1320_MARKER: DB = BENCH MARK DISK
 LB1320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1320_SP_SET: CULVERT
 LB1320_STAMPING: K 124 1946
 LB1320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1469 ***********************************************************************
 LB1469  DESIGNATION -  K 125
 LB1469  PID         -  LB1469
 LB1469  STATE/COUNTY-  IN/WHITE
 LB1469  USGS QUAD   -  ROUND GROVE (1962)
 LB1469
 LB1469                         *CURRENT SURVEY CONTROL
 LB1469  ___________________________________________________________________
 LB1469* NAD 83(1986)-  40 37 14.     (N)    087 00 09.     (W)     SCALED    
 LB1469* NAVD 88     -       223.149  (meters)     732.11   (feet)  ADJUSTED  
 LB1469  ___________________________________________________________________
 LB1469  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 LB1469  DYNAMIC HT  -         223.041 (meters)     731.76  (feet)  COMP
 LB1469  MODELED GRAV-     980,136.7   (mgal)                       NAVD 88
 LB1469
 LB1469  VERT ORDER  -  SECOND    CLASS 0
 LB1469
 LB1469.The horizontal coordinates were scaled from a topographic map and have
 LB1469.an estimated accuracy of +/- 6 seconds.
 LB1469
 LB1469.The orthometric height was determined by differential leveling
 LB1469.and adjusted by the National Geodetic Survey in June 1991..
 LB1469
 LB1469.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1469.See file dsdata.txt to determine how the superseded data were derived.
 LB1469
 LB1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK997966(NAD 83)
 LB1469_MARKER: DB = BENCH MARK DISK
 LB1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1469_STAMPING: K 125 1946
 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 = OCTOBER  6, 2006
 LB1058 ***********************************************************************
 LB1058  DESIGNATION -  K 126
 LB1058  PID         -  LB1058
 LB1058  STATE/COUNTY-  IN/WHITE
 LB1058  USGS QUAD   -  BUFFALO (1979)
 LB1058
 LB1058                         *CURRENT SURVEY CONTROL
 LB1058  ___________________________________________________________________
 LB1058* NAD 83(1986)-  40 53 00.     (N)    086 44 19.     (W)     SCALED    
 LB1058* NAVD 88     -       205.036  (meters)     672.69   (feet)  ADJUSTED  
 LB1058  ___________________________________________________________________
 LB1058  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 LB1058  DYNAMIC HT  -         204.944 (meters)     672.39  (feet)  COMP
 LB1058  MODELED GRAV-     980,173.5   (mgal)                       NAVD 88
 LB1058
 LB1058  VERT ORDER  -  SECOND    CLASS 0
 LB1058
 LB1058.The horizontal coordinates were scaled from a topographic map and have
 LB1058.an estimated accuracy of +/- 6 seconds.
 LB1058
 LB1058.The orthometric height was determined by differential leveling
 LB1058.and adjusted by the National Geodetic Survey in June 1991..
 LB1058
 LB1058.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1058.See file dsdata.txt to determine how the superseded data were derived.
 LB1058
 LB1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL220258(NAD 83)
 LB1058_MARKER: DB = BENCH MARK DISK
 LB1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1058_STAMPING: K 126 1946
 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 = OCTOBER  6, 2006
 LB0937 ***********************************************************************
 LB0937  DESIGNATION -  K 127
 LB0937  PID         -  LB0937
 LB0937  STATE/COUNTY-  IN/WHITE
 LB0937  USGS QUAD   -  BURNETTSVILLE (1962)
 LB0937
 LB0937                         *CURRENT SURVEY CONTROL
 LB0937  ___________________________________________________________________
 LB0937* NAD 83(1986)-  40 47 06.     (N)    086 36 02.     (W)     SCALED    
 LB0937* NAVD 88     -       219.887  (meters)     721.41   (feet)  ADJUSTED  
 LB0937  ___________________________________________________________________
 LB0937  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 LB0937  DYNAMIC HT  -         219.786 (meters)     721.08  (feet)  COMP
 LB0937  MODELED GRAV-     980,162.4   (mgal)                       NAVD 88
 LB0937
 LB0937  VERT ORDER  -  SECOND    CLASS 0
 LB0937
 LB0937.The horizontal coordinates were scaled from a topographic map and have
 LB0937.an estimated accuracy of +/- 6 seconds.
 LB0937
 LB0937.The orthometric height was determined by differential leveling
 LB0937.and adjusted by the National Geodetic Survey in June 1991..
 LB0937
 LB0937.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0937.See file dsdata.txt to determine how the superseded data were derived.
 LB0937
 LB0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL337149(NAD 83)
 LB0937_MARKER: DB = BENCH MARK DISK
 LB0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0937_STAMPING: K 127 1946
 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 = OCTOBER  6, 2006
 ME0655 ***********************************************************************
 ME0655  DESIGNATION -  K 128
 ME0655  PID         -  ME0655
 ME0655  STATE/COUNTY-  IN/PULASKI
 ME0655  USGS QUAD   -  RIPLEY (1962)
 ME0655
 ME0655                         *CURRENT SURVEY CONTROL
 ME0655  ___________________________________________________________________
 ME0655* NAD 83(1986)-  41 01 34.     (N)    086 43 08.     (W)     SCALED    
 ME0655* NAVD 88     -       213.248  (meters)     699.63   (feet)  ADJUSTED  
 ME0655  ___________________________________________________________________
 ME0655  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 ME0655  DYNAMIC HT  -         213.156 (meters)     699.33  (feet)  COMP
 ME0655  MODELED GRAV-     980,191.2   (mgal)                       NAVD 88
 ME0655
 ME0655  VERT ORDER  -  SECOND    CLASS 0
 ME0655
 ME0655.The horizontal coordinates were scaled from a topographic map and have
 ME0655.an estimated accuracy of +/- 6 seconds.
 ME0655
 ME0655.The orthometric height was determined by differential leveling
 ME0655.and adjusted by the National Geodetic Survey in June 1991..
 ME0655
 ME0655.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0655.See file dsdata.txt to determine how the superseded data were derived.
 ME0655
 ME0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL236416(NAD 83)
 ME0655_MARKER: DB = BENCH MARK DISK
 ME0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0655_STAMPING: K 128 1946
 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 = OCTOBER  6, 2006
 LB1142 ***********************************************************************
 LB1142  DESIGNATION -  K 129
 LB1142  PID         -  LB1142
 LB1142  STATE/COUNTY-  IN/PULASKI
 LB1142  USGS QUAD   -  MONON NE (1962)
 LB1142
 LB1142                         *CURRENT SURVEY CONTROL
 LB1142  ___________________________________________________________________
 LB1142* NAD 83(1986)-  40 59 06.     (N)    086 48 47.     (W)     SCALED    
 LB1142* NAVD 88     -       212.320  (meters)     696.59   (feet)  ADJUSTED  
 LB1142  ___________________________________________________________________
 LB1142  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 LB1142  DYNAMIC HT  -         212.227 (meters)     696.28  (feet)  COMP
 LB1142  MODELED GRAV-     980,180.8   (mgal)                       NAVD 88
 LB1142
 LB1142  VERT ORDER  -  SECOND    CLASS 0
 LB1142
 LB1142.The horizontal coordinates were scaled from a topographic map and have
 LB1142.an estimated accuracy of +/- 6 seconds.
 LB1142
 LB1142.The orthometric height was determined by differential leveling
 LB1142.and adjusted by the National Geodetic Survey in June 1991..
 LB1142
 LB1142.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1142.See file dsdata.txt to determine how the superseded data were derived.
 LB1142
 LB1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL157371(NAD 83)
 LB1142_MARKER: DB = BENCH MARK DISK
 LB1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1142_STAMPING: K 129 1946
 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 = OCTOBER  6, 2006
 KA0390 ***********************************************************************
 KA0390  DESIGNATION -  K 13
 KA0390  PID         -  KA0390
 KA0390  STATE/COUNTY-  IN/OWEN
 KA0390  USGS QUAD   -  GOSPORT (1983)
 KA0390
 KA0390                         *CURRENT SURVEY CONTROL
 KA0390  ___________________________________________________________________
 KA0390* NAD 83(1986)-  39 21 43.     (N)    086 39 30.     (W)     SCALED    
 KA0390* NAVD 88     -       173.609  (meters)     569.58   (feet)  ADJUSTED  
 KA0390  ___________________________________________________________________
 KA0390  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KA0390  DYNAMIC HT  -         173.508 (meters)     569.25  (feet)  COMP
 KA0390  MODELED GRAV-     980,042.5   (mgal)                       NAVD 88
 KA0390
 KA0390  VERT ORDER  -  FIRST     CLASS II
 KA0390
 KA0390.The horizontal coordinates were scaled from a topographic map and have
 KA0390.an estimated accuracy of +/- 6 seconds.
 KA0390
 KA0390.The orthometric height was determined by differential leveling
 KA0390.and adjusted by the National Geodetic Survey in June 1991..
 KA0390.WARNING-Repeat measurements at this control monument indicate possible
 KA0390.vertical movement.
 KA0390
 KA0390.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0390.See file dsdata.txt to determine how the superseded data were derived.
 KA0390
 KA0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ294569(NAD 83)
 KA0390_MARKER: DB = BENCH MARK DISK
 KA0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0390_STAMPING: 570.002 K 13 1930
 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             NGS
 KA0390
 KA0390                          STATION DESCRIPTION
 KA0390
 KA0390'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0717 ***********************************************************************
 ME0717  DESIGNATION -  K 130
 ME0717  PID         -  ME0717
 ME0717  STATE/COUNTY-  IN/PULASKI
 ME0717  USGS QUAD   -  RIPLEY (1962)
 ME0717
 ME0717                         *CURRENT SURVEY CONTROL
 ME0717  ___________________________________________________________________
 ME0717* NAD 83(1986)-  41 05 04.     (N)    086 41 56.     (W)     SCALED    
 ME0717* NAVD 88     -       212.379  (meters)     696.78   (feet)  ADJUSTED  
 ME0717  ___________________________________________________________________
 ME0717  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ME0717  DYNAMIC HT  -         212.289 (meters)     696.48  (feet)  COMP
 ME0717  MODELED GRAV-     980,191.4   (mgal)                       NAVD 88
 ME0717
 ME0717  VERT ORDER  -  SECOND    CLASS 0
 ME0717
 ME0717.The horizontal coordinates were scaled from a topographic map and have
 ME0717.an estimated accuracy of +/- 6 seconds.
 ME0717
 ME0717.The orthometric height was determined by differential leveling
 ME0717.and adjusted by the National Geodetic Survey in June 1991..
 ME0717
 ME0717.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0717.See file dsdata.txt to determine how the superseded data were derived.
 ME0717
 ME0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL252481(NAD 83)
 ME0717_MARKER: DB = BENCH MARK DISK
 ME0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0717_STAMPING: J 130 1946
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 ME0659 ***********************************************************************
 ME0659  DESIGNATION -  K 131
 ME0659  PID         -  ME0659
 ME0659  STATE/COUNTY-  IN/PULASKI
 ME0659  USGS QUAD   -  RIPLEY (1962)
 ME0659
 ME0659                         *CURRENT SURVEY CONTROL
 ME0659  ___________________________________________________________________
 ME0659* NAD 83(1986)-  41 05 58.     (N)    086 43 04.     (W)     SCALED    
 ME0659* NAVD 88     -       211.848  (meters)     695.04   (feet)  ADJUSTED  
 ME0659  ___________________________________________________________________
 ME0659  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME0659  DYNAMIC HT  -         211.757 (meters)     694.74  (feet)  COMP
 ME0659  MODELED GRAV-     980,190.2   (mgal)                       NAVD 88
 ME0659
 ME0659  VERT ORDER  -  SECOND    CLASS 0
 ME0659
 ME0659.The horizontal coordinates were scaled from a topographic map and have
 ME0659.an estimated accuracy of +/- 6 seconds.
 ME0659
 ME0659.The orthometric height was determined by differential leveling
 ME0659.and adjusted by the National Geodetic Survey in June 1991..
 ME0659
 ME0659.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 ME0659;SPC IN W     -   649,670.      930,710.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0659.See file dsdata.txt to determine how the superseded data were derived.
 ME0659
 ME0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL237498(NAD 83)
 ME0659_MARKER: DB = BENCH MARK DISK
 ME0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0659_STAMPING: K 131 1946
 ME0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0659+STABILITY: SURFACE MOTION
 ME0659
 ME0659  HISTORY     - Date     Condition        Report By
 ME0659  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0039 ***********************************************************************
 LB0039  DESIGNATION -  K 132
 LB0039  PID         -  LB0039
 LB0039  STATE/COUNTY-  IN/FULTON
 LB0039  USGS QUAD   -  GRASS CREEK (1977)
 LB0039
 LB0039                         *CURRENT SURVEY CONTROL
 LB0039  ___________________________________________________________________
 LB0039* NAD 83(1986)-  40 59 34.     (N)    086 24 16.     (W)     SCALED    
 LB0039* NAVD 88     -       231.821  (meters)     760.57   (feet)  ADJUSTED  
 LB0039  ___________________________________________________________________
 LB0039  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 LB0039  DYNAMIC HT  -         231.722 (meters)     760.24  (feet)  COMP
 LB0039  MODELED GRAV-     980,191.7   (mgal)                       NAVD 88
 LB0039
 LB0039  VERT ORDER  -  SECOND    CLASS 0
 LB0039
 LB0039.The horizontal coordinates were scaled from a topographic map and have
 LB0039.an estimated accuracy of +/- 6 seconds.
 LB0039
 LB0039.The orthometric height was determined by differential leveling
 LB0039.and adjusted by the National Geodetic Survey in June 1991..
 LB0039
 LB0039.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0039.See file dsdata.txt to determine how the superseded data were derived.
 LB0039
 LB0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL500381(NAD 83)
 LB0039_MARKER: DB = BENCH MARK DISK
 LB0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0039_STAMPING: K 132 1946
 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 = OCTOBER  6, 2006
 ME0682 ***********************************************************************
 ME0682  DESIGNATION -  K 133
 ME0682  PID         -  ME0682
 ME0682  STATE/COUNTY-  IN/STARKE
 ME0682  USGS QUAD   -  KNOX WEST (1980)
 ME0682
 ME0682                         *CURRENT SURVEY CONTROL
 ME0682  ___________________________________________________________________
 ME0682* NAD 83(1986)-  41 17 18.     (N)    086 38 42.     (W)     SCALED    
 ME0682* NAVD 88     -       215.736  (meters)     707.79   (feet)  ADJUSTED  
 ME0682  ___________________________________________________________________
 ME0682  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME0682  DYNAMIC HT  -         215.647 (meters)     707.50  (feet)  COMP
 ME0682  MODELED GRAV-     980,205.7   (mgal)                       NAVD 88
 ME0682
 ME0682  VERT ORDER  -  SECOND    CLASS 0
 ME0682
 ME0682.The horizontal coordinates were scaled from a topographic map and have
 ME0682.an estimated accuracy of +/- 6 seconds.
 ME0682
 ME0682.The orthometric height was determined by differential leveling
 ME0682.and adjusted by the National Geodetic Survey in June 1991..
 ME0682
 ME0682.The geoid height was determined by GEOID03.
 ME0682
 ME0682.The dynamic height is computed by dividing the NAVD 88
 ME0682.geopotential number by the normal gravity value computed on the
 ME0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0682.degrees latitude (g = 980.6199 gals.).
 ME0682
 ME0682.The modeled gravity was interpolated from observed gravity values.
 ME0682
 ME0682;                    North         East    Units  Estimated Accuracy
 ME0682;SPC IN W     -   670,670.      936,720.      MT  (+/- 180 meters Scaled)
 ME0682
 ME0682                          SUPERSEDED SURVEY CONTROL
 ME0682
 ME0682  NGVD 29 (??/??/92)  215.827  (m)          708.09   (f) ADJ UNCH    2 0
 ME0682
 ME0682.Superseded values are not recommended for survey control.
 ME0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0682.See file dsdata.txt to determine how the superseded data were derived.
 ME0682
 ME0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL297708(NAD 83)
 ME0682_MARKER: DB = BENCH MARK DISK
 ME0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0682_STAMPING: K 133 1946
 ME0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0682+STABILITY: SURFACE MOTION
 ME0682
 ME0682  HISTORY     - Date     Condition        Report By
 ME0682  HISTORY     - 1946     MONUMENTED       CGS
 ME0682
 ME0682                          STATION DESCRIPTION
 ME0682
 ME0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0682'1 MI SW FROM KNOX.
 ME0682'ABOUT 1.0 MILE SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 ME0682'FROM THE STATION AT KNOX, AT AN EAST-WEST PAVED-ROAD CROSSING,
 ME0682'47 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 35 FEET
 ME0682'NORTH OF THE CENTER LINE OF THE PAVED ROAD, 55 FEET SOUTHWEST
 ME0682'OF A 30-INCH ELM TREE, 22 FEET NORTHEAST OF A FENCE CORNER,
 ME0682'OPPOSITE POLE 35/01, 1.5 FEET NORTHWEST OF THE SOUTHEAST
 ME0682'RIGHT-OF-WAY FENCE LINE, ABOUT LEVEL WITH THE TRACK AND SET IN
 ME0682'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0752 ***********************************************************************
 ME0752  DESIGNATION -  K 134
 ME0752  PID         -  ME0752
 ME0752  STATE/COUNTY-  IN/PULASKI
 ME0752  USGS QUAD   -  WINAMAC (1980)
 ME0752
 ME0752                         *CURRENT SURVEY CONTROL
 ME0752  ___________________________________________________________________
 ME0752* NAD 83(1986)-  41 07 16.     (N)    086 33 48.     (W)     SCALED    
 ME0752* NAVD 88     -       214.432  (meters)     703.52   (feet)  ADJUSTED  
 ME0752  ___________________________________________________________________
 ME0752  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 ME0752  DYNAMIC HT  -         214.342 (meters)     703.22  (feet)  COMP
 ME0752  MODELED GRAV-     980,198.8   (mgal)                       NAVD 88
 ME0752
 ME0752  VERT ORDER  -  SECOND    CLASS 0
 ME0752
 ME0752.The horizontal coordinates were scaled from a topographic map and have
 ME0752.an estimated accuracy of +/- 6 seconds.
 ME0752
 ME0752.The orthometric height was determined by differential leveling
 ME0752.and adjusted by the National Geodetic Survey in June 1991..
 ME0752
 ME0752.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0752.See file dsdata.txt to determine how the superseded data were derived.
 ME0752
 ME0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL366522(NAD 83)
 ME0752_MARKER: DB = BENCH MARK DISK
 ME0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0752_STAMPING: K 134 1946
 ME0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0752+STABILITY: SURFACE MOTION
 ME0752
 ME0752  HISTORY     - Date     Condition        Report By
 ME0752  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1112 ***********************************************************************
 MD1112  DESIGNATION -  K 135
 MD1112  PID         -  MD1112
 MD1112  STATE/COUNTY-  IN/KOSCIUSKO
 MD1112  USGS QUAD   -  SOUTH WHITLEY WEST (1994)
 MD1112
 MD1112                         *CURRENT SURVEY CONTROL
 MD1112  ___________________________________________________________________
 MD1112* NAD 83(1986)-  41 04 58.     (N)    085 44 33.     (W)     SCALED    
 MD1112* NAVD 88     -       268.997  (meters)     882.53   (feet)  ADJUSTED  
 MD1112  ___________________________________________________________________
 MD1112  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MD1112  DYNAMIC HT  -         268.878 (meters)     882.14  (feet)  COMP
 MD1112  MODELED GRAV-     980,175.2   (mgal)                       NAVD 88
 MD1112
 MD1112  VERT ORDER  -  SECOND    CLASS 0
 MD1112
 MD1112.The horizontal coordinates were scaled from a topographic map and have
 MD1112.an estimated accuracy of +/- 6 seconds.
 MD1112
 MD1112.The orthometric height was determined by differential leveling
 MD1112.and adjusted by the National Geodetic Survey in June 1991..
 MD1112
 MD1112.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1112.See file dsdata.txt to determine how the superseded data were derived.
 MD1112
 MD1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL056487(NAD 83)
 MD1112_MARKER: DB = BENCH MARK DISK
 MD1112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1112_SP_SET: CULVERT
 MD1112_STAMPING: K 135 1946
 MD1112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1671 ***********************************************************************
 LB1671  DESIGNATION -  K 136
 LB1671  PID         -  LB1671
 LB1671  STATE/COUNTY-  IN/TIPPECANOE
 LB1671  USGS QUAD   -  OTTERBEIN (1986)
 LB1671
 LB1671                         *CURRENT SURVEY CONTROL
 LB1671  ___________________________________________________________________
 LB1671* NAD 83(1986)-  40 29 32.     (N)    087 01 45.     (W)     SCALED    
 LB1671* NAVD 88     -       214.307  (meters)     703.11   (feet)  ADJUSTED  
 LB1671  ___________________________________________________________________
 LB1671  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 LB1671  DYNAMIC HT  -         214.203 (meters)     702.76  (feet)  COMP
 LB1671  MODELED GRAV-     980,135.1   (mgal)                       NAVD 88
 LB1671
 LB1671  VERT ORDER  -  SECOND    CLASS 0
 LB1671
 LB1671.The horizontal coordinates were scaled from a topographic map and have
 LB1671.an estimated accuracy of +/- 6 seconds.
 LB1671
 LB1671.The orthometric height was determined by differential leveling
 LB1671.and adjusted by the National Geodetic Survey in June 1991..
 LB1671
 LB1671.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1671.See file dsdata.txt to determine how the superseded data were derived.
 LB1671
 LB1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK975823(NAD 83)
 LB1671_MARKER: DB = BENCH MARK DISK
 LB1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1671_STAMPING: K 136 1946
 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 = OCTOBER  6, 2006
 ME1097 ***********************************************************************
 ME1097  DESIGNATION -  K 137
 ME1097  PID         -  ME1097
 ME1097  STATE/COUNTY-  IN/LAKE
 ME1097  USGS QUAD   -  CROWN POINT (1992)
 ME1097
 ME1097                         *CURRENT SURVEY CONTROL
 ME1097  ___________________________________________________________________
 ME1097* NAD 83(1986)-  41 28 17.     (N)    087 19 37.     (W)     SCALED    
 ME1097* NAVD 88     -       208.047  (meters)     682.57   (feet)  ADJUSTED  
 ME1097  ___________________________________________________________________
 ME1097  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME1097  DYNAMIC HT  -         207.965 (meters)     682.30  (feet)  COMP
 ME1097  MODELED GRAV-     980,224.7   (mgal)                       NAVD 88
 ME1097
 ME1097  VERT ORDER  -  SECOND    CLASS 0
 ME1097
 ME1097.The horizontal coordinates were scaled from a topographic map and have
 ME1097.an estimated accuracy of +/- 6 seconds.
 ME1097
 ME1097.The orthometric height was determined by differential leveling
 ME1097.and adjusted by the National Geodetic Survey in June 1991..
 ME1097
 ME1097.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1097.See file dsdata.txt to determine how the superseded data were derived.
 ME1097
 ME1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL727911(NAD 83)
 ME1097_MARKER: DB = BENCH MARK DISK
 ME1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1097_STAMPING: K 137 1946
 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   NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 ME1096 ***********************************************************************
 ME1096  DESIGNATION -  K 138
 ME1096  PID         -  ME1096
 ME1096  STATE/COUNTY-  IN/LAKE
 ME1096  USGS QUAD   -  CROWN POINT (1992)
 ME1096
 ME1096                         *CURRENT SURVEY CONTROL
 ME1096  ___________________________________________________________________
 ME1096* NAD 83(1986)-  41 29 34.     (N)    087 20 10.     (W)     SCALED    
 ME1096* NAVD 88     -       195.115  (meters)     640.14   (feet)  ADJUSTED  
 ME1096  ___________________________________________________________________
 ME1096  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 ME1096  DYNAMIC HT  -         195.039 (meters)     639.89  (feet)  COMP
 ME1096  MODELED GRAV-     980,228.9   (mgal)                       NAVD 88
 ME1096
 ME1096  VERT ORDER  -  SECOND    CLASS 0
 ME1096
 ME1096.The horizontal coordinates were scaled from a topographic map and have
 ME1096.an estimated accuracy of +/- 6 seconds.
 ME1096
 ME1096.The orthometric height was determined by differential leveling
 ME1096.and adjusted by the National Geodetic Survey in June 1991..
 ME1096
 ME1096.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1096.See file dsdata.txt to determine how the superseded data were derived.
 ME1096
 ME1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL719935(NAD 83)
 ME1096_MARKER: DB = BENCH MARK DISK
 ME1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1096_STAMPING: K 138 1946
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1968
 ME1096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1285 ***********************************************************************
 ME1285  DESIGNATION -  K 139
 ME1285  PID         -  ME1285
 ME1285  STATE/COUNTY-  IN/PORTER
 ME1285  USGS QUAD   -  HEBRON (1972)
 ME1285
 ME1285                         *CURRENT SURVEY CONTROL
 ME1285  ___________________________________________________________________
 ME1285* NAD 83(1986)-  41 18 31.     (N)    087 11 59.     (W)     SCALED    
 ME1285* NAVD 88     -       207.294  (meters)     680.10   (feet)  ADJUSTED  
 ME1285  ___________________________________________________________________
 ME1285  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 ME1285  DYNAMIC HT  -         207.207 (meters)     679.81  (feet)  COMP
 ME1285  MODELED GRAV-     980,201.0   (mgal)                       NAVD 88
 ME1285
 ME1285  VERT ORDER  -  SECOND    CLASS 0
 ME1285
 ME1285.The horizontal coordinates were scaled from a topographic map and have
 ME1285.an estimated accuracy of +/- 6 seconds.
 ME1285
 ME1285.The orthometric height was determined by differential leveling
 ME1285.and adjusted by the National Geodetic Survey in June 1991..
 ME1285
 ME1285.The geoid height was determined by GEOID03.
 ME1285
 ME1285.The dynamic height is computed by dividing the NAVD 88
 ME1285.geopotential number by the normal gravity value computed on the
 ME1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1285.degrees latitude (g = 980.6199 gals.).
 ME1285
 ME1285.The modeled gravity was interpolated from observed gravity values.
 ME1285
 ME1285;                    North         East    Units  Estimated Accuracy
 ME1285;SPC IN W     -   672,840.      890,250.      MT  (+/- 180 meters Scaled)
 ME1285
 ME1285                          SUPERSEDED SURVEY CONTROL
 ME1285
 ME1285  NGVD 29 (??/??/92)  207.383  (m)          680.39   (f) ADJ UNCH    2 0
 ME1285
 ME1285.Superseded values are not recommended for survey control.
 ME1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1285.See file dsdata.txt to determine how the superseded data were derived.
 ME1285
 ME1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL832730(NAD 83)
 ME1285_MARKER: DB = BENCH MARK DISK
 ME1285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1285_SP_SET: CULVERT
 ME1285_STAMPING: K 139 1946
 ME1285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1285
 ME1285  HISTORY     - Date     Condition        Report By
 ME1285  HISTORY     - 1946     MONUMENTED       CGS
 ME1285  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 ME1285
 ME1285                          STATION DESCRIPTION
 ME1285
 ME1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1285'0.8 MI S FROM HEBRON.
 ME1285'ABOUT 0.85 MILE SOUTH ALONG STATE HIGHWAYS 2 AND 53 FROM THE
 ME1285'PENNSYLVANIA RAILROAD STATION AT HEBRON, ABOUT 225 FEET SOUTH
 ME1285'OF THE HEBRON CITY LIMIT SIGN, SET IN THE TOP OF THE NORTH END
 ME1285'OF THE WEST CONCRETE HEAD WALL OF A 3 FOOT CONCRETE CULVERT, 16
 ME1285'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF
 ME1285'THE NORTH END OF THE HEAD WALL, ABOUT LEVEL WITH THE HIGHWAY,
 ME1285'AND SET IN A DRILL HOLE.
 ME1285
 ME1285                          STATION RECOVERY (1984)
 ME1285
 ME1285'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ME1285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0876 ***********************************************************************
 LA0876  DESIGNATION -  K 14
 LA0876  PID         -  LA0876
 LA0876  STATE/COUNTY-  IN/HUNTINGTON
 LA0876  USGS QUAD   -  HUNTINGTON (1994)
 LA0876
 LA0876                         *CURRENT SURVEY CONTROL
 LA0876  ___________________________________________________________________
 LA0876* NAD 83(1986)-  40 52 53.     (N)    085 29 45.     (W)     SCALED    
 LA0876* NAVD 88     -       225.189  (meters)     738.81   (feet)  ADJUSTED  
 LA0876  ___________________________________________________________________
 LA0876  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 LA0876  DYNAMIC HT  -         225.084 (meters)     738.46  (feet)  COMP
 LA0876  MODELED GRAV-     980,151.2   (mgal)                       NAVD 88
 LA0876
 LA0876  VERT ORDER  -  FIRST     CLASS II
 LA0876
 LA0876.The horizontal coordinates were scaled from a topographic map and have
 LA0876.an estimated accuracy of +/- 6 seconds.
 LA0876
 LA0876.The orthometric height was determined by differential leveling
 LA0876.and adjusted by the National Geodetic Survey in June 1991..
 LA0876
 LA0876.The geoid height was determined by GEOID03.
 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.      114,400.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0876.See file dsdata.txt to determine how the superseded data were derived.
 LA0876
 LA0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL267266(NAD 83)
 LA0876_MARKER: DB = BENCH MARK DISK
 LA0876_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0876_SP_SET: BUILDING
 LA0876_STAMPING: K 14 1930
 LA0876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0876
 LA0876  HISTORY     - Date     Condition        Report By
 LA0876  HISTORY     - 1930     MONUMENTED       CGS
 LA0876  HISTORY     - 1946     GOOD             NGS
 LA0876
 LA0876                          STATION DESCRIPTION
 LA0876
 LA0876'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1239 ***********************************************************************
 ME1239  DESIGNATION -  K 140
 ME1239  PID         -  ME1239
 ME1239  STATE/COUNTY-  IN/PORTER
 ME1239  USGS QUAD   -  PALMER (1992)
 ME1239
 ME1239                         *CURRENT SURVEY CONTROL
 ME1239  ___________________________________________________________________
 ME1239* NAD 83(1986)-  41 23 03.     (N)    087 13 08.     (W)     SCALED    
 ME1239* NAVD 88     -       236.982  (meters)     777.50   (feet)  ADJUSTED  
 ME1239  ___________________________________________________________________
 ME1239  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME1239  DYNAMIC HT  -         236.886 (meters)     777.18  (feet)  COMP
 ME1239  MODELED GRAV-     980,209.8   (mgal)                       NAVD 88
 ME1239
 ME1239  VERT ORDER  -  SECOND    CLASS 0
 ME1239
 ME1239.The horizontal coordinates were scaled from a topographic map and have
 ME1239.an estimated accuracy of +/- 6 seconds.
 ME1239
 ME1239.The orthometric height was determined by differential leveling
 ME1239.and adjusted by the National Geodetic Survey in June 1991..
 ME1239
 ME1239.The geoid height was determined by GEOID03.
 ME1239
 ME1239.The dynamic height is computed by dividing the NAVD 88
 ME1239.geopotential number by the normal gravity value computed on the
 ME1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1239.degrees latitude (g = 980.6199 gals.).
 ME1239
 ME1239.The modeled gravity was interpolated from observed gravity values.
 ME1239
 ME1239;                    North         East    Units  Estimated Accuracy
 ME1239;SPC IN W     -   681,230.      888,660.      MT  (+/- 180 meters Scaled)
 ME1239
 ME1239                          SUPERSEDED SURVEY CONTROL
 ME1239
 ME1239  NGVD 29 (??/??/92)  237.071  (m)          777.79   (f) ADJ UNCH    2 0
 ME1239
 ME1239.Superseded values are not recommended for survey control.
 ME1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1239.See file dsdata.txt to determine how the superseded data were derived.
 ME1239
 ME1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL816814(NAD 83)
 ME1239_MARKER: DB = BENCH MARK DISK
 ME1239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1239_SP_SET: BRIDGE
 ME1239_STAMPING: K 140 1946
 ME1239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1239
 ME1239  HISTORY     - Date     Condition        Report By
 ME1239  HISTORY     - 1946     MONUMENTED       CGS
 ME1239  HISTORY     - 1971     GOOD             IN-127
 ME1239
 ME1239                          STATION DESCRIPTION
 ME1239
 ME1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1239'1.3 MI SE FROM PALMER.
 ME1239'ABOUT 0.45 MILE SOUTH ALONG RANDOLPH STREET FROM ITS INTERSECTION
 ME1239'WITH 125TH AVE., THENCE EAST ALONG 129TH AVE. 1.0 MILE TO A
 ME1239'T-ROAD INTERSECTION, THENCE NORTH ALONG PAVED ROAD FOR ABOUT
 ME1239'150 FEET TO THE BRIDGE AND MARK, AND ABOUT 4 INCHES ABOVE THE
 ME1239'BRIDGE FLOOR, AND SET IN A DRILL HOLE.
 ME1239
 ME1239                          STATION RECOVERY (1971)
 ME1239
 ME1239'RECOVERY NOTE BY PORTER COUNTY INDIANA 1971
 ME1239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1297 ***********************************************************************
 ME1297  DESIGNATION -  K 141 RESET 1956
 ME1297  PID         -  ME1297
 ME1297  STATE/COUNTY-  IN/PORTER
 ME1297  USGS QUAD   -  KOUTS (1992)
 ME1297
 ME1297                         *CURRENT SURVEY CONTROL
 ME1297  ___________________________________________________________________
 ME1297* NAD 83(1986)-  41 19 05.     (N)    087 06 47.     (W)     SCALED    
 ME1297* NAVD 88     -       206.21   (meters)     676.5    (feet)  RESET     
 ME1297  ___________________________________________________________________
 ME1297  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 ME1297
 ME1297  VERT ORDER  -  THIRD
 ME1297
 ME1297.The horizontal coordinates were scaled from a topographic map and have
 ME1297.an estimated accuracy of +/- 6 seconds.
 ME1297
 ME1297.The orthometric height was computed from unverified reset data.
 ME1297
 ME1297.The geoid height was determined by GEOID03.
 ME1297
 ME1297;                    North         East    Units  Estimated Accuracy
 ME1297;SPC IN W     -   673,880.      897,510.      MT  (+/- 180 meters Scaled)
 ME1297
 ME1297                          SUPERSEDED SURVEY CONTROL
 ME1297
 ME1297.No superseded survey control is available for this station.
 ME1297
 ME1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL905740(NAD 83)
 ME1297_MARKER: DB = BENCH MARK DISK
 ME1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1297_STAMPING: K 141 1946 RESET 1956
 ME1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1297+STABILITY: SURFACE MOTION
 ME1297
 ME1297  HISTORY     - Date     Condition        Report By
 ME1297  HISTORY     - 1956     MONUMENTED       CGS
 ME1297  HISTORY     - 1956     GOOD             NGS
 ME1297  HISTORY     - 1984     GOOD             LOCSUR
 ME1297
 ME1297                          STATION DESCRIPTION
 ME1297
 ME1297'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0628 ***********************************************************************
 ME0628  DESIGNATION -  K 142
 ME0628  PID         -  ME0628
 ME0628  STATE/COUNTY-  IN/STARKE
 ME0628  USGS QUAD   -  KNOX WEST (1980)
 ME0628
 ME0628                         *CURRENT SURVEY CONTROL
 ME0628  ___________________________________________________________________
 ME0628* NAD 83(1986)-  41 16 26.     (N)    086 41 52.     (W)     SCALED    
 ME0628* NAVD 88     -       207.112  (meters)     679.50   (feet)  ADJUSTED  
 ME0628  ___________________________________________________________________
 ME0628  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 ME0628  DYNAMIC HT  -         207.026 (meters)     679.22  (feet)  COMP
 ME0628  MODELED GRAV-     980,202.6   (mgal)                       NAVD 88
 ME0628
 ME0628  VERT ORDER  -  SECOND    CLASS 0
 ME0628
 ME0628.The horizontal coordinates were scaled from a topographic map and have
 ME0628.an estimated accuracy of +/- 6 seconds.
 ME0628
 ME0628.The orthometric height was determined by differential leveling
 ME0628.and adjusted by the National Geodetic Survey in June 1991..
 ME0628
 ME0628.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0628.See file dsdata.txt to determine how the superseded data were derived.
 ME0628
 ME0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL253692(NAD 83)
 ME0628_MARKER: DB = BENCH MARK DISK
 ME0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0628_STAMPING: K 142 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1332 ***********************************************************************
 ME1332  DESIGNATION -  K 143
 ME1332  PID         -  ME1332
 ME1332  STATE/COUNTY-  IN/JASPER
 ME1332  USGS QUAD   -  WHEATFIELD (1992)
 ME1332
 ME1332                         *CURRENT SURVEY CONTROL
 ME1332  ___________________________________________________________________
 ME1332* NAD 83(1986)-  41 12 31.     (N)    087 02 41.     (W)     SCALED    
 ME1332* NAVD 88     -       201.104  (meters)     659.79   (feet)  ADJUSTED  
 ME1332  ___________________________________________________________________
 ME1332  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 ME1332  DYNAMIC HT  -         201.019 (meters)     659.51  (feet)  COMP
 ME1332  MODELED GRAV-     980,194.5   (mgal)                       NAVD 88
 ME1332
 ME1332  VERT ORDER  -  SECOND    CLASS 0
 ME1332
 ME1332.The horizontal coordinates were scaled from a topographic map and have
 ME1332.an estimated accuracy of +/- 6 seconds.
 ME1332
 ME1332.The orthometric height was determined by differential leveling
 ME1332.and adjusted by the National Geodetic Survey in June 1991..
 ME1332
 ME1332.The geoid height was determined by GEOID03.
 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     -   661,730.      903,240.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1332.See file dsdata.txt to determine how the superseded data were derived.
 ME1332
 ME1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL962619(NAD 83)
 ME1332_MARKER: DB = BENCH MARK DISK
 ME1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1332_STAMPING: K 143 1946
 ME1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1332+STABILITY: SURFACE MOTION
 ME1332
 ME1332  HISTORY     - Date     Condition        Report By
 ME1332  HISTORY     - 1946     MONUMENTED       CGS
 ME1332  HISTORY     - 1971     GOOD             BRADY
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0378 ***********************************************************************
 ME0378  DESIGNATION -  K 144
 ME0378  PID         -  ME0378
 ME0378  STATE/COUNTY-  IN/MARSHALL
 ME0378  USGS QUAD   -  ARGOS (1994)
 ME0378
 ME0378                         *CURRENT SURVEY CONTROL
 ME0378  ___________________________________________________________________
 ME0378* NAD 83(1986)-  41 11 25.     (N)    086 13 52.     (W)     SCALED    
 ME0378* NAVD 88     -       261.197  (meters)     856.94   (feet)  ADJUSTED  
 ME0378  ___________________________________________________________________
 ME0378  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ME0378  DYNAMIC HT  -         261.086 (meters)     856.58  (feet)  COMP
 ME0378  MODELED GRAV-     980,190.4   (mgal)                       NAVD 88
 ME0378
 ME0378  VERT ORDER  -  SECOND    CLASS 0
 ME0378
 ME0378.The horizontal coordinates were scaled from a topographic map and have
 ME0378.an estimated accuracy of +/- 6 seconds.
 ME0378
 ME0378.The orthometric height was determined by differential leveling
 ME0378.and adjusted by the National Geodetic Survey in June 1991..
 ME0378
 ME0378.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0378.See file dsdata.txt to determine how the superseded data were derived.
 ME0378
 ME0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL644601(NAD 83)
 ME0378_MARKER: DB = BENCH MARK DISK
 ME0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0378_STAMPING: K 144 1946
 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 = OCTOBER  6, 2006
 MD1035 ***********************************************************************
 MD1035  DESIGNATION -  K 145
 MD1035  PID         -  MD1035
 MD1035  STATE/COUNTY-  IN/KOSCIUSKO
 MD1035  USGS QUAD   -  BURKET (1994)
 MD1035
 MD1035                         *CURRENT SURVEY CONTROL
 MD1035  ___________________________________________________________________
 MD1035* NAD 83(1986)-  41 08 26.     (N)    085 52 54.     (W)     SCALED    
 MD1035* NAVD 88     -       261.178  (meters)     856.88   (feet)  ADJUSTED  
 MD1035  ___________________________________________________________________
 MD1035  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MD1035  DYNAMIC HT  -         261.064 (meters)     856.51  (feet)  COMP
 MD1035  MODELED GRAV-     980,182.1   (mgal)                       NAVD 88
 MD1035
 MD1035  VERT ORDER  -  FIRST     CLASS II
 MD1035
 MD1035.The horizontal coordinates were scaled from a topographic map and have
 MD1035.an estimated accuracy of +/- 6 seconds.
 MD1035
 MD1035.The orthometric height was determined by differential leveling
 MD1035.and adjusted by the National Geodetic Survey in June 1991..
 MD1035
 MD1035.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1035.See file dsdata.txt to determine how the superseded data were derived.
 MD1035
 MD1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL938549(NAD 83)
 MD1035_MARKER: DB = BENCH MARK DISK
 MD1035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1035_SP_SET: SIGNAL FOUNDATION
 MD1035_STAMPING: K-145 1946
 MD1035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0956 ***********************************************************************
 LB0956  DESIGNATION -  K 146
 LB0956  PID         -  LB0956
 LB0956  STATE/COUNTY-  IN/CARROLL
 LB0956  USGS QUAD   -  BURROWS (1987)
 LB0956
 LB0956                         *CURRENT SURVEY CONTROL
 LB0956  ___________________________________________________________________
 LB0956* NAD 83(1986)-  40 38 28.     (N)    086 32 21.     (W)     SCALED    
 LB0956* NAVD 88     -       210.703  (meters)     691.28   (feet)  ADJUSTED  
 LB0956  ___________________________________________________________________
 LB0956  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 LB0956  DYNAMIC HT  -         210.602 (meters)     690.95  (feet)  COMP
 LB0956  MODELED GRAV-     980,140.8   (mgal)                       NAVD 88
 LB0956
 LB0956  VERT ORDER  -  SECOND    CLASS 0
 LB0956
 LB0956.The horizontal coordinates were scaled from a topographic map and have
 LB0956.an estimated accuracy of +/- 6 seconds.
 LB0956
 LB0956.The orthometric height was determined by differential leveling
 LB0956.and adjusted by the National Geodetic Survey in June 1991..
 LB0956
 LB0956.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0956.See file dsdata.txt to determine how the superseded data were derived.
 LB0956
 LB0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK389990(NAD 83)
 LB0956_MARKER: DB = BENCH MARK DISK
 LB0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0956_STAMPING: K 146 1946
 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 = OCTOBER  6, 2006
 LB1033 ***********************************************************************
 LB1033  DESIGNATION -  K 147
 LB1033  PID         -  LB1033
 LB1033  STATE/COUNTY-  IN/CARROLL
 LB1033  USGS QUAD   -  YEOMAN (1962)
 LB1033
 LB1033                         *CURRENT SURVEY CONTROL
 LB1033  ___________________________________________________________________
 LB1033* NAD 83(1986)-  40 41 35.     (N)    086 44 24.     (W)     SCALED    
 LB1033* NAVD 88     -       204.622  (meters)     671.33   (feet)  ADJUSTED  
 LB1033  ___________________________________________________________________
 LB1033  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 LB1033  DYNAMIC HT  -         204.526 (meters)     671.02  (feet)  COMP
 LB1033  MODELED GRAV-     980,150.2   (mgal)                       NAVD 88
 LB1033
 LB1033  VERT ORDER  -  SECOND    CLASS 0
 LB1033
 LB1033.The horizontal coordinates were scaled from a topographic map and have
 LB1033.an estimated accuracy of +/- 6 seconds.
 LB1033
 LB1033.The orthometric height was determined by differential leveling
 LB1033.and adjusted by the National Geodetic Survey in June 1991..
 LB1033
 LB1033.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1033.See file dsdata.txt to determine how the superseded data were derived.
 LB1033
 LB1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL219047(NAD 83)
 LB1033_MARKER: DB = BENCH MARK DISK
 LB1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1033_STAMPING: K 147 1946
 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 = OCTOBER  6, 2006
 ME1062 ***********************************************************************
 ME1062  DESIGNATION -  K 148
 ME1062  PID         -  ME1062
 ME1062  STATE/COUNTY-  IN/PORTER
 ME1062  USGS QUAD   -  PORTAGE (1992)
 ME1062
 ME1062                         *CURRENT SURVEY CONTROL
 ME1062  ___________________________________________________________________
 ME1062* NAD 83(1986)-  41 33 00.     (N)    087 09 48.     (W)     SCALED    
 ME1062* NAVD 88     -       202.347  (meters)     663.87   (feet)  ADJUSTED  
 ME1062  ___________________________________________________________________
 ME1062  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME1062  DYNAMIC HT  -         202.270 (meters)     663.61  (feet)  COMP
 ME1062  MODELED GRAV-     980,239.4   (mgal)                       NAVD 88
 ME1062
 ME1062  VERT ORDER  -  SECOND    CLASS 0
 ME1062
 ME1062.The horizontal coordinates were scaled from a topographic map and have
 ME1062.an estimated accuracy of +/- 6 seconds.
 ME1062
 ME1062.The orthometric height was determined by differential leveling
 ME1062.and adjusted by the National Geodetic Survey in June 1991..
 ME1062
 ME1062.The geoid height was determined by GEOID03.
 ME1062
 ME1062.The dynamic height is computed by dividing the NAVD 88
 ME1062.geopotential number by the normal gravity value computed on the
 ME1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1062.degrees latitude (g = 980.6199 gals.).
 ME1062
 ME1062.The modeled gravity was interpolated from observed gravity values.
 ME1062
 ME1062;                    North         East    Units  Estimated Accuracy
 ME1062;SPC IN W     -   699,640.      893,330.      MT  (+/- 180 meters Scaled)
 ME1062
 ME1062                          SUPERSEDED SURVEY CONTROL
 ME1062
 ME1062  NGVD 29 (??/??/92)  202.436  (m)          664.16   (f) ADJ UNCH    2 0
 ME1062
 ME1062.Superseded values are not recommended for survey control.
 ME1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1062.See file dsdata.txt to determine how the superseded data were derived.
 ME1062
 ME1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL863998(NAD 83)
 ME1062_MARKER: DB = BENCH MARK DISK
 ME1062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1062_SP_SET: CULVERT
 ME1062_STAMPING: K 148 1946
 ME1062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1062
 ME1062  HISTORY     - Date     Condition        Report By
 ME1062  HISTORY     - 1946     MONUMENTED       CGS
 ME1062  HISTORY     - 1971     GOOD             NGS
 ME1062  HISTORY     - 1977     GOOD             USGS
 ME1062
 ME1062                          STATION DESCRIPTION
 ME1062
 ME1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1062'3.5 MI N FROM WHEELER.
 ME1062'ABOUT 0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 130 FROM THE POST
 ME1062'OFFICE AT WHEELER, PORTER COUNTY, THENCE ABOUT 0.85 MILE NORTHEAST,
 ME1062'0.5 MILE EAST, AND 1.85 MILE NORTH ALONG A COUNTY ROAD, IN THE
 ME1062'SOUTHWEST QUARTER OF THE INTERSECTION WITH U.S. HIGHWAY 6,
 ME1062'OPPOSITE THE SOUTHWEST CORNER OF MC COOL INTERMEDIATE FIELD 3,
 ME1062'AT THE SOUTH END OF AN 18-INCH PIPE CULVERT UNDER THE HIGHWAY,
 ME1062'37 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 21 FEET WEST OF
 ME1062'THE CENTER LINE OF THE ROAD, IN THE CENTER OF THE TOP OF THE EAST
 ME1062'ARM OF AN L CONCRETE HEADWALL, AND ABOUT 1 FOOT LOWER THAN THE
 ME1062'ROAD.  A BRONZE DISK, STAMPED K 148 1946.
 ME1062
 ME1062                          STATION RECOVERY (1971)
 ME1062
 ME1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1062'RECOVERED IN GOOD CONDITION.
 ME1062
 ME1062                          STATION RECOVERY (1977)
 ME1062
 ME1062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ME1062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0477 ***********************************************************************
 ME0477  DESIGNATION -  K 149 RESET 1960
 ME0477  PID         -  ME0477
 ME0477  STATE/COUNTY-  IN/LA PORTE
 ME0477  USGS QUAD   -  WANATAH (1972)
 ME0477
 ME0477                         *CURRENT SURVEY CONTROL
 ME0477  ___________________________________________________________________
 ME0477* NAD 83(1986)-  41 27 37.     (N)    086 53 30.     (W)     SCALED    
 ME0477* NAVD 88     -       226.75   (meters)     743.9    (feet)  RESET     
 ME0477  ___________________________________________________________________
 ME0477  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 ME0477
 ME0477  VERT ORDER  -  THIRD
 ME0477
 ME0477.The horizontal coordinates were scaled from a topographic map and have
 ME0477.an estimated accuracy of +/- 6 seconds.
 ME0477
 ME0477.The orthometric height was computed from unverified reset data.
 ME0477
 ME0477.The geoid height was determined by GEOID03.
 ME0477
 ME0477;                    North         East    Units  Estimated Accuracy
 ME0477;SPC IN W     -   689,690.      916,010.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0477.See file dsdata.txt to determine how the superseded data were derived.
 ME0477
 ME0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL090898(NAD 83)
 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_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 = OCTOBER  6, 2006
 MD0260 ***********************************************************************
 MD0260  DESIGNATION -  K 15
 MD0260  PID         -  MD0260
 MD0260  STATE/COUNTY-  IN/ALLEN
 MD0260  USGS QUAD   -  MAPLES (1992)
 MD0260
 MD0260                         *CURRENT SURVEY CONTROL
 MD0260  ___________________________________________________________________
 MD0260* NAD 83(1986)-  41 04 18.     (N)    084 57 15.     (W)     SCALED    
 MD0260* NAVD 88     -       234.578  (meters)     769.61   (feet)  ADJUSTED  
 MD0260  ___________________________________________________________________
 MD0260  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 MD0260  DYNAMIC HT  -         234.483 (meters)     769.30  (feet)  COMP
 MD0260  MODELED GRAV-     980,211.8   (mgal)                       NAVD 88
 MD0260
 MD0260  VERT ORDER  -  FIRST     CLASS I
 MD0260
 MD0260.The horizontal coordinates were scaled from a topographic map and have
 MD0260.an estimated accuracy of +/- 6 seconds.
 MD0260
 MD0260.The orthometric height was determined by differential leveling
 MD0260.and adjusted by the National Geodetic Survey in June 1991..
 MD0260
 MD0260.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD0260
 MD0260  NGVD 29 (01/19/93)  234.732  (m)          770.12   (f) ADJUSTED    1 1
 MD0260
 MD0260.Superseded values are not recommended for survey control.
 MD0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0260.See file dsdata.txt to determine how the superseded data were derived.
 MD0260
 MD0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL718487(NAD 83)
 MD0260_MARKER: DB = BENCH MARK DISK
 MD0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0260_SP_SET: CONCRETE POST
 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             NGS
 MD0260  HISTORY     - 19921015 GOOD             NGS
 MD0260
 MD0260                          STATION DESCRIPTION
 MD0260
 MD0260'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1529 ***********************************************************************
 JZ1529  DESIGNATION -  K 15
 JZ1529  PID         -  JZ1529
 JZ1529  STATE/COUNTY-  IN/WAYNE
 JZ1529  USGS QUAD   -  CAMBRIDGE CITY (1981)
 JZ1529
 JZ1529                         *CURRENT SURVEY CONTROL
 JZ1529  ___________________________________________________________________
 JZ1529* NAD 83(1986)-  39 48 46.     (N)    085 10 03.     (W)     SCALED    
 JZ1529* NAVD 88     -       282.651  (meters)     927.33   (feet)  ADJUSTED  
 JZ1529  ___________________________________________________________________
 JZ1529  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JZ1529  DYNAMIC HT  -         282.488 (meters)     926.80  (feet)  COMP
 JZ1529  MODELED GRAV-     980,042.9   (mgal)                       NAVD 88
 JZ1529
 JZ1529  VERT ORDER  -  SECOND    CLASS 0
 JZ1529
 JZ1529.The horizontal coordinates were scaled from a topographic map and have
 JZ1529.an estimated accuracy of +/- 6 seconds.
 JZ1529
 JZ1529.The orthometric height was determined by differential leveling
 JZ1529.and adjusted by the National Geodetic Survey in June 1991..
 JZ1529
 JZ1529.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1529.See file dsdata.txt to determine how the superseded data were derived.
 JZ1529
 JZ1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK568085(NAD 83)
 JZ1529_MARKER: DD = SURVEY DISK
 JZ1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1529_STAMPING: K-15 1928
 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             NGS
 JZ1529
 JZ1529                          STATION DESCRIPTION
 JZ1529
 JZ1529'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0554 ***********************************************************************
 ME0554  DESIGNATION -  K 150
 ME0554  PID         -  ME0554
 ME0554  STATE/COUNTY-  IN/LA PORTE
 ME0554  USGS QUAD   -  HANNA (1958)
 ME0554
 ME0554                         *CURRENT SURVEY CONTROL
 ME0554  ___________________________________________________________________
 ME0554* NAD 83(1986)-  41 25 07.     (N)    086 49 32.     (W)     SCALED    
 ME0554* NAVD 88     -       219.557  (meters)     720.33   (feet)  ADJUSTED  
 ME0554  ___________________________________________________________________
 ME0554  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0554  DYNAMIC HT  -         219.467 (meters)     720.03  (feet)  COMP
 ME0554  MODELED GRAV-     980,211.1   (mgal)                       NAVD 88
 ME0554
 ME0554  VERT ORDER  -  FIRST     CLASS I
 ME0554
 ME0554.The horizontal coordinates were scaled from a topographic map and have
 ME0554.an estimated accuracy of +/- 6 seconds.
 ME0554
 ME0554.The orthometric height was determined by differential leveling
 ME0554.and adjusted by the National Geodetic Survey in April 1995..
 ME0554.WARNING-Repeat measurements at this control monument indicate possible
 ME0554.vertical movement.
 ME0554
 ME0554.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0554
 ME0554  NAVD 88 (06/15/91)  219.561  (m)          720.34   (f) UNKNOWN     1 1
 ME0554  NGVD 29 (01/19/93)  219.658  (m)          720.66   (f) ADJUSTED    1 1
 ME0554
 ME0554.Superseded values are not recommended for survey control.
 ME0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0554.See file dsdata.txt to determine how the superseded data were derived.
 ME0554
 ME0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL145852(NAD 83)
 ME0554_MARKER: DB = BENCH MARK DISK
 ME0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0554_SP_SET: CONCRETE POST
 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             NGS
 ME0554  HISTORY     - 19920907 GOOD             NGS
 ME0554
 ME0554                          STATION DESCRIPTION
 ME0554
 ME0554'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0774 ***********************************************************************
 ME0774  DESIGNATION -  K 152
 ME0774  PID         -  ME0774
 ME0774  STATE/COUNTY-  IN/LA PORTE
 ME0774  USGS QUAD   -  LA PORTE WEST (1969)
 ME0774
 ME0774                         *CURRENT SURVEY CONTROL
 ME0774  ___________________________________________________________________
 ME0774* NAD 83(1986)-  41 35 31.     (N)    086 48 42.     (W)     SCALED    
 ME0774* NAVD 88     -       253.139  (meters)     830.51   (feet)  ADJUSTED  
 ME0774  ___________________________________________________________________
 ME0774  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 ME0774  DYNAMIC HT  -         253.041 (meters)     830.19  (feet)  COMP
 ME0774  MODELED GRAV-     980,228.6   (mgal)                       NAVD 88
 ME0774
 ME0774  VERT ORDER  -  SECOND    CLASS 0
 ME0774
 ME0774.The horizontal coordinates were scaled from a topographic map and have
 ME0774.an estimated accuracy of +/- 6 seconds.
 ME0774
 ME0774.The orthometric height was determined by differential leveling
 ME0774.and adjusted by the National Geodetic Survey in June 1991..
 ME0774
 ME0774.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0774.See file dsdata.txt to determine how the superseded data were derived.
 ME0774
 ME0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM156044(NAD 83)
 ME0774_MARKER: DB = BENCH MARK DISK
 ME0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0774_STAMPING: K 152 1946
 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 = OCTOBER  6, 2006
 ME0484 ***********************************************************************
 ME0484  DESIGNATION -  K 153
 ME0484  PID         -  ME0484
 ME0484  STATE/COUNTY-  IN/LA PORTE
 ME0484  USGS QUAD   -  HANNA (1958)
 ME0484
 ME0484                         *CURRENT SURVEY CONTROL
 ME0484  ___________________________________________________________________
 ME0484* NAD 83(1986)-  41 29 29.     (N)    086 48 56.     (W)     SCALED    
 ME0484* NAVD 88     -       228.191  (meters)     748.66   (feet)  ADJUSTED  
 ME0484  ___________________________________________________________________
 ME0484  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 ME0484  DYNAMIC HT  -         228.100 (meters)     748.36  (feet)  COMP
 ME0484  MODELED GRAV-     980,218.0   (mgal)                       NAVD 88
 ME0484
 ME0484  VERT ORDER  -  SECOND    CLASS 0
 ME0484
 ME0484.The horizontal coordinates were scaled from a topographic map and have
 ME0484.an estimated accuracy of +/- 6 seconds.
 ME0484
 ME0484.The orthometric height was determined by differential leveling
 ME0484.and adjusted by the National Geodetic Survey in June 1991..
 ME0484
 ME0484.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0484.See file dsdata.txt to determine how the superseded data were derived.
 ME0484
 ME0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL153933(NAD 83)
 ME0484_MARKER: DB = BENCH MARK DISK
 ME0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0484_STAMPING: K 153 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0798 ***********************************************************************
 ME0798  DESIGNATION -  K 154
 ME0798  PID         -  ME0798
 ME0798  STATE/COUNTY-  IN/LA PORTE
 ME0798  USGS QUAD   -  STILLWELL (1977)
 ME0798
 ME0798                         *CURRENT SURVEY CONTROL
 ME0798  ___________________________________________________________________
 ME0798* NAD 83(1986)-  41 33 15.     (N)    086 36 27.     (W)     SCALED    
 ME0798* NAVD 88     -       222.862  (meters)     731.17   (feet)  ADJUSTED  
 ME0798  ___________________________________________________________________
 ME0798  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0798  DYNAMIC HT  -         222.774 (meters)     730.88  (feet)  COMP
 ME0798  MODELED GRAV-     980,224.3   (mgal)                       NAVD 88
 ME0798
 ME0798  VERT ORDER  -  SECOND    CLASS 0
 ME0798
 ME0798.The horizontal coordinates were scaled from a topographic map and have
 ME0798.an estimated accuracy of +/- 6 seconds.
 ME0798
 ME0798.The orthometric height was determined by differential leveling
 ME0798.and adjusted by the National Geodetic Survey in June 1991..
 ME0798
 ME0798.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0798.See file dsdata.txt to determine how the superseded data were derived.
 ME0798
 ME0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM327003(NAD 83)
 ME0798_MARKER: DB = BENCH MARK DISK
 ME0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0798_STAMPING: K 154 1946
 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 = OCTOBER  6, 2006
 ME0050 ***********************************************************************
 ME0050  DESIGNATION -  K 155
 ME0050  PID         -  ME0050
 ME0050  STATE/COUNTY-  IN/ST JOSEPH
 ME0050  USGS QUAD   -  LYDICK (1969)
 ME0050
 ME0050                         *CURRENT SURVEY CONTROL
 ME0050  ___________________________________________________________________
 ME0050* NAD 83(1986)-  41 40 19.     (N)    086 27 10.     (W)     SCALED    
 ME0050* NAVD 88     -       221.939  (meters)     728.14   (feet)  ADJUSTED  
 ME0050  ___________________________________________________________________
 ME0050  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0050  DYNAMIC HT  -         221.854 (meters)     727.87  (feet)  COMP
 ME0050  MODELED GRAV-     980,232.5   (mgal)                       NAVD 88
 ME0050
 ME0050  VERT ORDER  -  SECOND    CLASS 0
 ME0050
 ME0050.The horizontal coordinates were scaled from a topographic map and have
 ME0050.an estimated accuracy of +/- 6 seconds.
 ME0050
 ME0050.The orthometric height was determined by differential leveling
 ME0050.and adjusted by the National Geodetic Survey in June 1991..
 ME0050
 ME0050.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0050.See file dsdata.txt to determine how the superseded data were derived.
 ME0050
 ME0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM455134(NAD 83)
 ME0050_MARKER: DB = BENCH MARK DISK
 ME0050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0050_SP_SET: CULVERT
 ME0050_STAMPING: K 155 1946
 ME0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME2087 ***********************************************************************
 ME2087  DESIGNATION -  K 155 RESET 1980
 ME2087  PID         -  ME2087
 ME2087  STATE/COUNTY-  IN/ST JOSEPH
 ME2087  USGS QUAD   -  LYDICK (1969)
 ME2087
 ME2087                         *CURRENT SURVEY CONTROL
 ME2087  ___________________________________________________________________
 ME2087* NAD 83(1986)-  41 40 19.     (N)    086 27 10.     (W)     SCALED    
 ME2087* NAVD 88     -       221.46   (meters)     726.6    (feet)  RESET     
 ME2087  ___________________________________________________________________
 ME2087  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME2087
 ME2087  VERT ORDER  -  THIRD
 ME2087
 ME2087.The horizontal coordinates were scaled from a topographic map and have
 ME2087.an estimated accuracy of +/- 6 seconds.
 ME2087
 ME2087.The orthometric height was computed from unverified reset data.
 ME2087
 ME2087.The geoid height was determined by GEOID03.
 ME2087
 ME2087;                    North         East    Units  Estimated Accuracy
 ME2087;SPC IN E     -   713,480.       34,540.      MT  (+/- 180 meters Scaled)
 ME2087
 ME2087                          SUPERSEDED SURVEY CONTROL
 ME2087
 ME2087  NGVD 29 (04/16/04)  221.57   (m)          726.9    (f) RESET       3  
 ME2087
 ME2087.Superseded values are not recommended for survey control.
 ME2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2087.See file dsdata.txt to determine how the superseded data were derived.
 ME2087
 ME2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM455134(NAD 83)
 ME2087_MARKER: DB = BENCH MARK DISK
 ME2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2087_STAMPING: K 155 RESET 1980
 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 = OCTOBER  6, 2006
 ME1393 ***********************************************************************
 ME1393  DESIGNATION -  K 156
 ME1393  PID         -  ME1393
 ME1393  STATE/COUNTY-  IN/JASPER
 ME1393  USGS QUAD   -  GIFFORD (1962)
 ME1393
 ME1393                         *CURRENT SURVEY CONTROL
 ME1393  ___________________________________________________________________
 ME1393* NAD 83(1986)-  41 06 00.     (N)    087 02 45.     (W)     SCALED    
 ME1393* NAVD 88     -       209.076  (meters)     685.94   (feet)  ADJUSTED  
 ME1393  ___________________________________________________________________
 ME1393  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME1393  DYNAMIC HT  -         208.986 (meters)     685.65  (feet)  COMP
 ME1393  MODELED GRAV-     980,189.4   (mgal)                       NAVD 88
 ME1393
 ME1393  VERT ORDER  -  SECOND    CLASS 0
 ME1393
 ME1393.The horizontal coordinates were scaled from a topographic map and have
 ME1393.an estimated accuracy of +/- 6 seconds.
 ME1393
 ME1393.The orthometric height was determined by differential leveling
 ME1393.and adjusted by the National Geodetic Survey in June 1991..
 ME1393
 ME1393.The geoid height was determined by GEOID03.
 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     -   649,660.      903,150.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1393.See file dsdata.txt to determine how the superseded data were derived.
 ME1393
 ME1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL961498(NAD 83)
 ME1393_MARKER: DB = BENCH MARK DISK
 ME1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1393_STAMPING: K 156 1946
 ME1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1393+STABILITY: SURFACE MOTION
 ME1393
 ME1393  HISTORY     - Date     Condition        Report By
 ME1393  HISTORY     - 1946     MONUMENTED       CGS
 ME1393  HISTORY     - 1968     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1968
 ME1393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1397 ***********************************************************************
 ME1397  DESIGNATION -  K 157
 ME1397  PID         -  ME1397
 ME1397  STATE/COUNTY-  IN/JASPER
 ME1397  USGS QUAD   -  GIFFORD (1962)
 ME1397
 ME1397                         *CURRENT SURVEY CONTROL
 ME1397  ___________________________________________________________________
 ME1397* NAD 83(1986)-  41 03 31.     (N)    087 02 00.     (W)     SCALED    
 ME1397* NAVD 88     -       207.051  (meters)     679.30   (feet)  ADJUSTED  
 ME1397  ___________________________________________________________________
 ME1397  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME1397  DYNAMIC HT  -         206.961 (meters)     679.00  (feet)  COMP
 ME1397  MODELED GRAV-     980,186.0   (mgal)                       NAVD 88
 ME1397
 ME1397  VERT ORDER  -  SECOND    CLASS 0
 ME1397
 ME1397.The horizontal coordinates were scaled from a topographic map and have
 ME1397.an estimated accuracy of +/- 6 seconds.
 ME1397
 ME1397.The orthometric height was determined by differential leveling
 ME1397.and adjusted by the National Geodetic Survey in June 1991..
 ME1397
 ME1397.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1397.See file dsdata.txt to determine how the superseded data were derived.
 ME1397
 ME1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL971452(NAD 83)
 ME1397_MARKER: DB = BENCH MARK DISK
 ME1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1397_STAMPING: K 157 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1968
 ME1397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1223 ***********************************************************************
 MD1223  DESIGNATION -  K 158
 MD1223  PID         -  MD1223
 MD1223  STATE/COUNTY-  IN/KOSCIUSKO
 MD1223  USGS QUAD   -  LEESBURG (1992)
 MD1223
 MD1223                         *CURRENT SURVEY CONTROL
 MD1223  ___________________________________________________________________
 MD1223* NAD 83(1986)-  41 18 39.     (N)    085 45 12.     (W)     SCALED    
 MD1223* NAVD 88     -       259.451  (meters)     851.22   (feet)  ADJUSTED  
 MD1223  ___________________________________________________________________
 MD1223  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 MD1223  DYNAMIC HT  -         259.343 (meters)     850.86  (feet)  COMP
 MD1223  MODELED GRAV-     980,199.6   (mgal)                       NAVD 88
 MD1223
 MD1223  VERT ORDER  -  SECOND    CLASS 0
 MD1223
 MD1223.The horizontal coordinates were scaled from a topographic map and have
 MD1223.an estimated accuracy of +/- 6 seconds.
 MD1223
 MD1223.The orthometric height was determined by differential leveling
 MD1223.and adjusted by the National Geodetic Survey in June 1991..
 MD1223
 MD1223.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1223.See file dsdata.txt to determine how the superseded data were derived.
 MD1223
 MD1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL043740(NAD 83)
 MD1223_MARKER: DB = BENCH MARK DISK
 MD1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1223_STAMPING: K 158 1946
 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 = OCTOBER  6, 2006
 MD1141 ***********************************************************************
 MD1141  DESIGNATION -  K 159
 MD1141  PID         -  MD1141
 MD1141  STATE/COUNTY-  IN/KOSCIUSKO
 MD1141  USGS QUAD   -  LAKE WAWASEE (1994)
 MD1141
 MD1141                         *CURRENT SURVEY CONTROL
 MD1141  ___________________________________________________________________
 MD1141* NAD 83(1986)-  41 25 07.     (N)    085 42 51.     (W)     SCALED    
 MD1141* NAVD 88     -       264.973  (meters)     869.33   (feet)  ADJUSTED  
 MD1141  ___________________________________________________________________
 MD1141  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MD1141  DYNAMIC HT  -         264.864 (meters)     868.97  (feet)  COMP
 MD1141  MODELED GRAV-     980,204.9   (mgal)                       NAVD 88
 MD1141
 MD1141  VERT ORDER  -  SECOND    CLASS 0
 MD1141
 MD1141.The horizontal coordinates were scaled from a topographic map and have
 MD1141.an estimated accuracy of +/- 6 seconds.
 MD1141
 MD1141.The orthometric height was determined by differential leveling
 MD1141.and adjusted by the National Geodetic Survey in June 1991..
 MD1141
 MD1141.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1141.See file dsdata.txt to determine how the superseded data were derived.
 MD1141
 MD1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL074860(NAD 83)
 MD1141_MARKER: DB = BENCH MARK DISK
 MD1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1141_STAMPING: K 159 1946
 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 = OCTOBER  6, 2006
 LB1243 ***********************************************************************
 LB1243  DESIGNATION -  K 16
 LB1243  PID         -  LB1243
 LB1243  STATE/COUNTY-  IN/BENTON
 LB1243  USGS QUAD   -  EARL PARK (1979)
 LB1243
 LB1243                         *CURRENT SURVEY CONTROL
 LB1243  ___________________________________________________________________
 LB1243* NAD 83(1986)-  40 40 44.     (N)    087 26 59.     (W)     SCALED    
 LB1243* NAVD 88     -       231.160  (meters)     758.40   (feet)  ADJUSTED  
 LB1243  ___________________________________________________________________
 LB1243  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 LB1243  DYNAMIC HT  -         231.051 (meters)     758.04  (feet)  COMP
 LB1243  MODELED GRAV-     980,150.7   (mgal)                       NAVD 88
 LB1243
 LB1243  VERT ORDER  -  FIRST     CLASS II
 LB1243
 LB1243.The horizontal coordinates were scaled from a topographic map and have
 LB1243.an estimated accuracy of +/- 6 seconds.
 LB1243
 LB1243.The orthometric height was determined by differential leveling
 LB1243.and adjusted by the National Geodetic Survey in June 1991..
 LB1243
 LB1243.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1243.See file dsdata.txt to determine how the superseded data were derived.
 LB1243
 LB1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL619032(NAD 83)
 LB1243_MARKER: DB = BENCH MARK DISK
 LB1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1243_STAMPING: K 16 1934
 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             NGS
 LB1243
 LB1243                          STATION DESCRIPTION
 LB1243
 LB1243'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1345 ***********************************************************************
 MD1345  DESIGNATION -  K 160
 MD1345  PID         -  MD1345
 MD1345  STATE/COUNTY-  IN/ELKHART
 MD1345  USGS QUAD   -  GOSHEN (1994)
 MD1345
 MD1345                         *CURRENT SURVEY CONTROL
 MD1345  ___________________________________________________________________
 MD1345* NAD 83(1986)-  41 32 38.     (N)    085 49 32.     (W)     SCALED    
 MD1345* NAVD 88     -       247.333  (meters)     811.46   (feet)  ADJUSTED  
 MD1345  ___________________________________________________________________
 MD1345  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MD1345  DYNAMIC HT  -         247.235 (meters)     811.14  (feet)  COMP
 MD1345  MODELED GRAV-     980,221.4   (mgal)                       NAVD 88
 MD1345
 MD1345  VERT ORDER  -  FIRST     CLASS II
 MD1345
 MD1345.The horizontal coordinates were scaled from a topographic map and have
 MD1345.an estimated accuracy of +/- 6 seconds.
 MD1345
 MD1345.The orthometric height was determined by differential leveling
 MD1345.and adjusted by the National Geodetic Survey in June 1991..
 MD1345
 MD1345.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1345.See file dsdata.txt to determine how the superseded data were derived.
 MD1345
 MD1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL979998(NAD 83)
 MD1345_MARKER: DB = BENCH MARK DISK
 MD1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1345_STAMPING: K 160 1946
 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             NGS
 MD1345  HISTORY     - 19930105 MARK NOT FOUND   NGS
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0926 ***********************************************************************
 MD0926  DESIGNATION -  K 162
 MD0926  PID         -  MD0926
 MD0926  STATE/COUNTY-  IN/NOBLE
 MD0926  USGS QUAD   -  ALBION (1973)
 MD0926
 MD0926                         *CURRENT SURVEY CONTROL
 MD0926  ___________________________________________________________________
 MD0926* NAD 83(1986)-  41 24 46.     (N)    085 25 26.     (W)     SCALED    
 MD0926* NAVD 88     -       288.210  (meters)     945.57   (feet)  ADJUSTED  
 MD0926  ___________________________________________________________________
 MD0926  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 MD0926  DYNAMIC HT  -         288.092 (meters)     945.18  (feet)  COMP
 MD0926  MODELED GRAV-     980,206.0   (mgal)                       NAVD 88
 MD0926
 MD0926  VERT ORDER  -  SECOND    CLASS 0
 MD0926
 MD0926.The horizontal coordinates were scaled from a topographic map and have
 MD0926.an estimated accuracy of +/- 6 seconds.
 MD0926
 MD0926.The orthometric height was determined by differential leveling
 MD0926.and adjusted by the National Geodetic Survey in June 1991..
 MD0926
 MD0926.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0926.See file dsdata.txt to determine how the superseded data were derived.
 MD0926
 MD0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL317857(NAD 83)
 MD0926_MARKER: DB = BENCH MARK DISK
 MD0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0926_STAMPING: K 162 1946
 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             NGS
 MD0926  HISTORY     - 1962     GOOD             NGS
 MD0926
 MD0926                          STATION DESCRIPTION
 MD0926
 MD0926'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1962
 MD0926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0878 ***********************************************************************
 MD0878  DESIGNATION -  K 163
 MD0878  PID         -  MD0878
 MD0878  STATE/COUNTY-  IN/NOBLE
 MD0878  USGS QUAD   -  EGE (1965)
 MD0878
 MD0878                         *CURRENT SURVEY CONTROL
 MD0878  ___________________________________________________________________
 MD0878* NAD 83(1986)-  41 21 58.     (N)    085 18 33.     (W)     SCALED    
 MD0878* NAVD 88     -       300.264  (meters)     985.12   (feet)  ADJUSTED  
 MD0878  ___________________________________________________________________
 MD0878  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MD0878  DYNAMIC HT  -         300.145 (meters)     984.73  (feet)  COMP
 MD0878  MODELED GRAV-     980,216.4   (mgal)                       NAVD 88
 MD0878
 MD0878  VERT ORDER  -  SECOND    CLASS 0
 MD0878
 MD0878.The horizontal coordinates were scaled from a topographic map and have
 MD0878.an estimated accuracy of +/- 6 seconds.
 MD0878
 MD0878.The orthometric height was determined by differential leveling
 MD0878.and adjusted by the National Geodetic Survey in June 1991..
 MD0878
 MD0878.The geoid height was determined by GEOID03.
 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     -   679,280.      129,910.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0878.See file dsdata.txt to determine how the superseded data were derived.
 MD0878
 MD0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL414807(NAD 83)
 MD0878_MARKER: DB = BENCH MARK DISK
 MD0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0878_STAMPING: K 163 1946
 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             NGS
 MD0878
 MD0878                          STATION DESCRIPTION
 MD0878
 MD0878'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1231 ***********************************************************************
 MD1231  DESIGNATION -  K 164
 MD1231  PID         -  MD1231
 MD1231  STATE/COUNTY-  IN/NOBLE
 MD1231  USGS QUAD   -  ORMAS (1965)
 MD1231
 MD1231                         *CURRENT SURVEY CONTROL
 MD1231  ___________________________________________________________________
 MD1231* NAD 83(1986)-  41 18 09.     (N)    085 35 58.     (W)     SCALED    
 MD1231* NAVD 88     -       276.063  (meters)     905.72   (feet)  ADJUSTED  
 MD1231  ___________________________________________________________________
 MD1231  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 MD1231  DYNAMIC HT  -         275.948 (meters)     905.34  (feet)  COMP
 MD1231  MODELED GRAV-     980,202.3   (mgal)                       NAVD 88
 MD1231
 MD1231  VERT ORDER  -  SECOND    CLASS 0
 MD1231
 MD1231.The horizontal coordinates were scaled from a topographic map and have
 MD1231.an estimated accuracy of +/- 6 seconds.
 MD1231
 MD1231.The orthometric height was determined by differential leveling
 MD1231.and adjusted by the National Geodetic Survey in June 1991..
 MD1231
 MD1231.The geoid height was determined by GEOID03.
 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     -   672,150.      105,630.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1231.See file dsdata.txt to determine how the superseded data were derived.
 MD1231
 MD1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL172732(NAD 83)
 MD1231_MARKER: DB = BENCH MARK DISK
 MD1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1231_STAMPING: K 164 1946
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1961
 MD1231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0063 ***********************************************************************
 ME0063  DESIGNATION -  K 166
 ME0063  PID         -  ME0063
 ME0063  STATE/COUNTY-  IN/ST JOSEPH
 ME0063  USGS QUAD   -  LAKEVILLE (1980)
 ME0063
 ME0063                         *CURRENT SURVEY CONTROL
 ME0063  ___________________________________________________________________
 ME0063* NAD 83(1986)-  41 32 04.     (N)    086 20 59.     (W)     SCALED    
 ME0063* NAVD 88     -       246.179  (meters)     807.67   (feet)  ADJUSTED  
 ME0063  ___________________________________________________________________
 ME0063  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0063  DYNAMIC HT  -         246.080 (meters)     807.35  (feet)  COMP
 ME0063  MODELED GRAV-     980,214.4   (mgal)                       NAVD 88
 ME0063
 ME0063  VERT ORDER  -  SECOND    CLASS 0
 ME0063
 ME0063.The horizontal coordinates were scaled from a topographic map and have
 ME0063.an estimated accuracy of +/- 6 seconds.
 ME0063
 ME0063.The orthometric height was determined by differential leveling
 ME0063.and adjusted by the National Geodetic Survey in June 1991..
 ME0063
 ME0063.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0063.See file dsdata.txt to determine how the superseded data were derived.
 ME0063
 ME0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL542982(NAD 83)
 ME0063_MARKER: DB = BENCH MARK DISK
 ME0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0063_STAMPING: K 166 1946
 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 = OCTOBER  6, 2006
 ME0034 ***********************************************************************
 ME0034  DESIGNATION -  K 167
 ME0034  PID         -  ME0034
 ME0034  STATE/COUNTY-  IN/ST JOSEPH
 ME0034  USGS QUAD   -  LAKEVILLE (1980)
 ME0034
 ME0034                         *CURRENT SURVEY CONTROL
 ME0034  ___________________________________________________________________
 ME0034* NAD 83(1986)-  41 34 44.     (N)    086 15 46.     (W)     SCALED    
 ME0034* NAVD 88     -       261.383  (meters)     857.55   (feet)  ADJUSTED  
 ME0034  ___________________________________________________________________
 ME0034  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0034  DYNAMIC HT  -         261.278 (meters)     857.21  (feet)  COMP
 ME0034  MODELED GRAV-     980,214.2   (mgal)                       NAVD 88
 ME0034
 ME0034  VERT ORDER  -  SECOND    CLASS 0
 ME0034
 ME0034.The horizontal coordinates were scaled from a topographic map and have
 ME0034.an estimated accuracy of +/- 6 seconds.
 ME0034
 ME0034.The orthometric height was determined by differential leveling
 ME0034.and adjusted by the National Geodetic Survey in June 1991..
 ME0034
 ME0034.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0034.See file dsdata.txt to determine how the superseded data were derived.
 ME0034
 ME0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM614032(NAD 83)
 ME0034_MARKER: DB = BENCH MARK DISK
 ME0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0034_STAMPING: K 167 1946
 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 = OCTOBER  6, 2006
 ME0035 ***********************************************************************
 ME0035  DESIGNATION -  K 167 RESET 1948
 ME0035  PID         -  ME0035
 ME0035  STATE/COUNTY-  IN/ST JOSEPH
 ME0035  USGS QUAD   -  LAKEVILLE (1980)
 ME0035
 ME0035                         *CURRENT SURVEY CONTROL
 ME0035  ___________________________________________________________________
 ME0035* NAD 83(1986)-  41 34 44.     (N)    086 15 46.     (W)     SCALED    
 ME0035* NAVD 88     -       261.49   (meters)     857.9    (feet)  RESET     
 ME0035  ___________________________________________________________________
 ME0035  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0035
 ME0035  VERT ORDER  -  THIRD
 ME0035
 ME0035.The horizontal coordinates were scaled from a topographic map and have
 ME0035.an estimated accuracy of +/- 6 seconds.
 ME0035
 ME0035.The orthometric height was computed from unverified reset data.
 ME0035
 ME0035.The geoid height was determined by GEOID03.
 ME0035
 ME0035;                    North         East    Units  Estimated Accuracy
 ME0035;SPC IN E     -   703,020.       50,290.      MT  (+/- 180 meters Scaled)
 ME0035
 ME0035                          SUPERSEDED SURVEY CONTROL
 ME0035
 ME0035.No superseded survey control is available for this station.
 ME0035
 ME0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM614032(NAD 83)
 ME0035_MARKER: DB = BENCH MARK DISK
 ME0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0035_STAMPING: K 167 RESET 1948
 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 = OCTOBER  6, 2006
 ME0005 ***********************************************************************
 ME0005  DESIGNATION -  K 168
 ME0005  PID         -  ME0005
 ME0005  STATE/COUNTY-  IN/ST JOSEPH
 ME0005  USGS QUAD   -  WYATT (1992)
 ME0005
 ME0005                         *CURRENT SURVEY CONTROL
 ME0005  ___________________________________________________________________
 ME0005* NAD 83(1986)-  41 32 07.     (N)    086 08 14.     (W)     SCALED    
 ME0005* NAVD 88     -       253.211  (meters)     830.74   (feet)  ADJUSTED  
 ME0005  ___________________________________________________________________
 ME0005  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 ME0005  DYNAMIC HT  -         253.106 (meters)     830.40  (feet)  COMP
 ME0005  MODELED GRAV-     980,202.8   (mgal)                       NAVD 88
 ME0005
 ME0005  VERT ORDER  -  SECOND    CLASS 0
 ME0005
 ME0005.The horizontal coordinates were scaled from a topographic map and have
 ME0005.an estimated accuracy of +/- 6 seconds.
 ME0005
 ME0005.The orthometric height was determined by differential leveling
 ME0005.and adjusted by the National Geodetic Survey in June 1991..
 ME0005
 ME0005.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0005.See file dsdata.txt to determine how the superseded data were derived.
 ME0005
 ME0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL719985(NAD 83)
 ME0005_MARKER: DB = BENCH MARK DISK
 ME0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0005_STAMPING: K 168 1946
 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 = OCTOBER  6, 2006
 ME0172 ***********************************************************************
 ME0172  DESIGNATION -  K 169
 ME0172  PID         -  ME0172
 ME0172  STATE/COUNTY-  IN/MARSHALL
 ME0172  USGS QUAD   -  LA PAZ (1972)
 ME0172
 ME0172                         *CURRENT SURVEY CONTROL
 ME0172  ___________________________________________________________________
 ME0172* NAD 83(1986)-  41 24 57.     (N)    086 17 46.     (W)     SCALED    
 ME0172* NAVD 88     -       256.544  (meters)     841.68   (feet)  ADJUSTED  
 ME0172  ___________________________________________________________________
 ME0172  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 ME0172  DYNAMIC HT  -         256.438 (meters)     841.33  (feet)  COMP
 ME0172  MODELED GRAV-     980,203.7   (mgal)                       NAVD 88
 ME0172
 ME0172  VERT ORDER  -  SECOND    CLASS 0
 ME0172
 ME0172.The horizontal coordinates were scaled from a topographic map and have
 ME0172.an estimated accuracy of +/- 6 seconds.
 ME0172
 ME0172.The orthometric height was determined by differential leveling
 ME0172.and adjusted by the National Geodetic Survey in June 1991..
 ME0172
 ME0172.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0172.See file dsdata.txt to determine how the superseded data were derived.
 ME0172
 ME0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL588851(NAD 83)
 ME0172_MARKER: DB = BENCH MARK DISK
 ME0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0172_STAMPING: K 169 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0137 ***********************************************************************
 ME0137  DESIGNATION -  K 170
 ME0137  PID         -  ME0137
 ME0137  STATE/COUNTY-  IN/ELKHART
 ME0137  USGS QUAD   -  WAKARUSA (1994)
 ME0137
 ME0137                         *CURRENT SURVEY CONTROL
 ME0137  ___________________________________________________________________
 ME0137* NAD 83(1986)-  41 35 38.     (N)    086 00 07.     (W)     SCALED    
 ME0137* NAVD 88     -       248.669  (meters)     815.84   (feet)  ADJUSTED  
 ME0137  ___________________________________________________________________
 ME0137  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 ME0137  DYNAMIC HT  -         248.568 (meters)     815.51  (feet)  COMP
 ME0137  MODELED GRAV-     980,213.1   (mgal)                       NAVD 88
 ME0137
 ME0137  VERT ORDER  -  SECOND    CLASS 0
 ME0137
 ME0137.The horizontal coordinates were scaled from a topographic map and have
 ME0137.an estimated accuracy of +/- 6 seconds.
 ME0137
 ME0137.The orthometric height was determined by differential leveling
 ME0137.and adjusted by the National Geodetic Survey in June 1991..
 ME0137
 ME0137.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0137.See file dsdata.txt to determine how the superseded data were derived.
 ME0137
 ME0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM831051(NAD 83)
 ME0137_MARKER: DB = BENCH MARK DISK
 ME0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0137_STAMPING: K-170 1946
 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             NGS
 ME0137  HISTORY     - 1982     GOOD             INDNR
 ME0137
 ME0137                          STATION DESCRIPTION
 ME0137
 ME0137'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0415 ***********************************************************************
 ME0415  DESIGNATION -  K 171
 ME0415  PID         -  ME0415
 ME0415  STATE/COUNTY-  IN/ELKHART
 ME0415  USGS QUAD   -  NAPPANEE WEST (1991)
 ME0415
 ME0415                         *CURRENT SURVEY CONTROL
 ME0415  ___________________________________________________________________
 ME0415* NAD 83(1986)-  41 27 24.     (N)    086 00 03.     (W)     SCALED    
 ME0415* NAVD 88     -       265.403  (meters)     870.74   (feet)  ADJUSTED  
 ME0415  ___________________________________________________________________
 ME0415  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 ME0415  DYNAMIC HT  -         265.294 (meters)     870.39  (feet)  COMP
 ME0415  MODELED GRAV-     980,208.1   (mgal)                       NAVD 88
 ME0415
 ME0415  VERT ORDER  -  SECOND    CLASS 0
 ME0415
 ME0415.The horizontal coordinates were scaled from a topographic map and have
 ME0415.an estimated accuracy of +/- 6 seconds.
 ME0415
 ME0415.The orthometric height was determined by differential leveling
 ME0415.and adjusted by the National Geodetic Survey in June 1991..
 ME0415
 ME0415.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0415.See file dsdata.txt to determine how the superseded data were derived.
 ME0415
 ME0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL834899(NAD 83)
 ME0415_MARKER: DB = BENCH MARK DISK
 ME0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0415_STAMPING: K 171 1946
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 LA1848 ***********************************************************************
 LA1848  DESIGNATION -  K 173
 LA1848  PID         -  LA1848
 LA1848  STATE/COUNTY-  IN/GRANT
 LA1848  USGS QUAD   -  SWEETSER (1992)
 LA1848
 LA1848                         *CURRENT SURVEY CONTROL
 LA1848  ___________________________________________________________________
 LA1848* NAD 83(1986)-  40 37 27.     (N)    085 49 34.     (W)     SCALED    
 LA1848* NAVD 88     -       251.586  (meters)     825.41   (feet)  ADJUSTED  
 LA1848  ___________________________________________________________________
 LA1848  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 LA1848  DYNAMIC HT  -         251.460 (meters)     825.00  (feet)  COMP
 LA1848  MODELED GRAV-     980,117.3   (mgal)                       NAVD 88
 LA1848
 LA1848  VERT ORDER  -  SECOND    CLASS 0
 LA1848
 LA1848.The horizontal coordinates were scaled from a topographic map and have
 LA1848.an estimated accuracy of +/- 6 seconds.
 LA1848
 LA1848.The orthometric height was determined by differential leveling
 LA1848.and adjusted by the National Geodetic Survey in June 1991..
 LA1848
 LA1848.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1848.See file dsdata.txt to determine how the superseded data were derived.
 LA1848
 LA1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK992977(NAD 83)
 LA1848_MARKER: DB = BENCH MARK DISK
 LA1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1848_STAMPING: K 173 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1961
 LA1848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1617 ***********************************************************************
 LA1617  DESIGNATION -  K 174
 LA1617  PID         -  LA1617
 LA1617  STATE/COUNTY-  IN/GRANT
 LA1617  USGS QUAD   -  MARION (1992)
 LA1617
 LA1617                         *CURRENT SURVEY CONTROL
 LA1617  ___________________________________________________________________
 LA1617* NAD 83(1986)-  40 36 49.     (N)    085 40 16.     (W)     SCALED    
 LA1617* NAVD 88     -       253.369  (meters)     831.26   (feet)  ADJUSTED  
 LA1617  ___________________________________________________________________
 LA1617  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 LA1617  DYNAMIC HT  -         253.242 (meters)     830.84  (feet)  COMP
 LA1617  MODELED GRAV-     980,117.8   (mgal)                       NAVD 88
 LA1617
 LA1617  VERT ORDER  -  FIRST     CLASS II
 LA1617
 LA1617.The horizontal coordinates were scaled from a topographic map and have
 LA1617.an estimated accuracy of +/- 6 seconds.
 LA1617
 LA1617.The orthometric height was determined by differential leveling
 LA1617.and adjusted by the National Geodetic Survey in June 1991..
 LA1617
 LA1617.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1617.See file dsdata.txt to determine how the superseded data were derived.
 LA1617
 LA1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK124967(NAD 83)
 LA1617_MARKER: DB = BENCH MARK DISK
 LA1617_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1617_SP_SET: BRIDGE
 LA1617_STAMPING: K 174 1946
 LA1617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1617
 LA1617  HISTORY     - Date     Condition        Report By
 LA1617  HISTORY     - 1946     MONUMENTED       CGS
 LA1617  HISTORY     - 1962     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1962
 LA1617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1800 ***********************************************************************
 LA1800  DESIGNATION -  K 175
 LA1800  PID         -  LA1800
 LA1800  STATE/COUNTY-  IN/WABASH
 LA1800  USGS QUAD   -  SOMERSET (1994)
 LA1800
 LA1800                         *CURRENT SURVEY CONTROL
 LA1800  ___________________________________________________________________
 LA1800* NAD 83(1986)-  40 39 44.     (N)    085 51 11.     (W)     SCALED    
 LA1800* NAVD 88     -       218.458  (meters)     716.72   (feet)  ADJUSTED  
 LA1800  ___________________________________________________________________
 LA1800  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LA1800  DYNAMIC HT  -         218.349 (meters)     716.37  (feet)  COMP
 LA1800  MODELED GRAV-     980,123.4   (mgal)                       NAVD 88
 LA1800
 LA1800  VERT ORDER  -  SECOND    CLASS 0
 LA1800
 LA1800.The horizontal coordinates were scaled from a topographic map and have
 LA1800.an estimated accuracy of +/- 6 seconds.
 LA1800
 LA1800.The orthometric height was determined by differential leveling
 LA1800.and adjusted by the National Geodetic Survey in June 1991..
 LA1800
 LA1800.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1800.See file dsdata.txt to determine how the superseded data were derived.
 LA1800
 LA1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL969018(NAD 83)
 LA1800_MARKER: DB = BENCH MARK DISK
 LA1800_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1800_SP_SET: BRIDGE
 LA1800_STAMPING: K 175 1946
 LA1800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1800
 LA1800  HISTORY     - Date     Condition        Report By
 LA1800  HISTORY     - 1946     MONUMENTED       CGS
 LA1800  HISTORY     - 1961     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1961
 LA1800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0357 ***********************************************************************
 ME0357  DESIGNATION -  K 176
 ME0357  PID         -  ME0357
 ME0357  STATE/COUNTY-  IN/FULTON
 ME0357  USGS QUAD   -  RUTLAND (1980)
 ME0357
 ME0357                         *CURRENT SURVEY CONTROL
 ME0357  ___________________________________________________________________
 ME0357* NAD 83(1986)-  41 10 19.     (N)    086 18 25.     (W)     SCALED    
 ME0357* NAVD 88     -       245.273  (meters)     804.70   (feet)  ADJUSTED  
 ME0357  ___________________________________________________________________
 ME0357  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 ME0357  DYNAMIC HT  -         245.170 (meters)     804.36  (feet)  COMP
 ME0357  MODELED GRAV-     980,196.5   (mgal)                       NAVD 88
 ME0357
 ME0357  VERT ORDER  -  SECOND    CLASS 0
 ME0357
 ME0357.The horizontal coordinates were scaled from a topographic map and have
 ME0357.an estimated accuracy of +/- 6 seconds.
 ME0357
 ME0357.The orthometric height was determined by differential leveling
 ME0357.and adjusted by the National Geodetic Survey in June 1991..
 ME0357
 ME0357.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0357.See file dsdata.txt to determine how the superseded data were derived.
 ME0357
 ME0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL581580(NAD 83)
 ME0357_MARKER: DB = BENCH MARK DISK
 ME0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0357_STAMPING: K 176 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0443 ***********************************************************************
 ME0443  DESIGNATION -  K 177
 ME0443  PID         -  ME0443
 ME0443  STATE/COUNTY-  IN/FULTON
 ME0443  USGS QUAD   -  AKRON (1994)
 ME0443
 ME0443                         *CURRENT SURVEY CONTROL
 ME0443  ___________________________________________________________________
 ME0443* NAD 83(1986)-  41 02 17.     (N)    086 03 42.     (W)     SCALED    
 ME0443* NAVD 88     -       249.048  (meters)     817.09   (feet)  ADJUSTED  
 ME0443  ___________________________________________________________________
 ME0443  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME0443  DYNAMIC HT  -         248.936 (meters)     816.72  (feet)  COMP
 ME0443  MODELED GRAV-     980,170.4   (mgal)                       NAVD 88
 ME0443
 ME0443  VERT ORDER  -  SECOND    CLASS 0
 ME0443
 ME0443.The horizontal coordinates were scaled from a topographic map and have
 ME0443.an estimated accuracy of +/- 6 seconds.
 ME0443
 ME0443.The orthometric height was determined by differential leveling
 ME0443.and adjusted by the National Geodetic Survey in June 1991..
 ME0443
 ME0443.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0443.See file dsdata.txt to determine how the superseded data were derived.
 ME0443
 ME0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL788434(NAD 83)
 ME0443_MARKER: DB = BENCH MARK DISK
 ME0443_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0443_SP_SET: CULVERT
 ME0443_STAMPING: K 177 1946
 ME0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0443
 ME0443  HISTORY     - Date     Condition        Report By
 ME0443  HISTORY     - 1946     MONUMENTED       CGS
 ME0443  HISTORY     - 1989     GOOD             USPSQD
 ME0443  HISTORY     - 1990     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1679 ***********************************************************************
 LA1679  DESIGNATION -  K 178
 LA1679  PID         -  LA1679
 LA1679  STATE/COUNTY-  IN/WABASH
 LA1679  USGS QUAD   -  NORTH MANCHESTER SOUTH (1994)
 LA1679
 LA1679                         *CURRENT SURVEY CONTROL
 LA1679  ___________________________________________________________________
 LA1679* NAD 83(1986)-  40 54 46.     (N)    085 51 02.     (W)     SCALED    
 LA1679* NAVD 88     -       239.420  (meters)     785.50   (feet)  ADJUSTED  
 LA1679  ___________________________________________________________________
 LA1679  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 LA1679  DYNAMIC HT  -         239.309 (meters)     785.13  (feet)  COMP
 LA1679  MODELED GRAV-     980,153.9   (mgal)                       NAVD 88
 LA1679
 LA1679  VERT ORDER  -  SECOND    CLASS 0
 LA1679
 LA1679.The horizontal coordinates were scaled from a topographic map and have
 LA1679.an estimated accuracy of +/- 6 seconds.
 LA1679
 LA1679.The orthometric height was determined by differential leveling
 LA1679.and adjusted by the National Geodetic Survey in June 1991..
 LA1679
 LA1679.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1679.See file dsdata.txt to determine how the superseded data were derived.
 LA1679
 LA1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL967297(NAD 83)
 LA1679_MARKER: DB = BENCH MARK DISK
 LA1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1679_STAMPING: K 178 1946
 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 = OCTOBER  6, 2006
 LB0255 ***********************************************************************
 LB0255  DESIGNATION -  K 179
 LB0255  PID         -  LB0255
 LB0255  STATE/COUNTY-  IN/MIAMI
 LB0255  USGS QUAD   -  DEEDSVILLE (1992)
 LB0255
 LB0255                         *CURRENT SURVEY CONTROL
 LB0255  ___________________________________________________________________
 LB0255* NAD 83(1986)-  40 59 53.     (N)    086 01 23.     (W)     SCALED    
 LB0255* NAVD 88     -       262.281  (meters)     860.50   (feet)  ADJUSTED  
 LB0255  ___________________________________________________________________
 LB0255  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 LB0255  DYNAMIC HT  -         262.162 (meters)     860.11  (feet)  COMP
 LB0255  MODELED GRAV-     980,164.8   (mgal)                       NAVD 88
 LB0255
 LB0255  VERT ORDER  -  SECOND    CLASS 0
 LB0255
 LB0255.The horizontal coordinates were scaled from a topographic map and have
 LB0255.an estimated accuracy of +/- 6 seconds.
 LB0255
 LB0255.The orthometric height was determined by differential leveling
 LB0255.and adjusted by the National Geodetic Survey in June 1991..
 LB0255
 LB0255.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0255.See file dsdata.txt to determine how the superseded data were derived.
 LB0255
 LB0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL821390(NAD 83)
 LB0255_MARKER: DB = BENCH MARK DISK
 LB0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0255_STAMPING: K 179 1946
 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 = OCTOBER  6, 2006
 ME0855 ***********************************************************************
 ME0855  DESIGNATION -  K 18
 ME0855  PID         -  ME0855
 ME0855  STATE/COUNTY-  IN/LA PORTE
 ME0855  USGS QUAD   -  MICHIGAN CITY EAST (1980)
 ME0855
 ME0855                         *CURRENT SURVEY CONTROL
 ME0855  ___________________________________________________________________
 ME0855* NAD 83(1986)-  41 44 17.     (N)    086 48 55.     (W)     SCALED    
 ME0855* NAVD 88     -       192.440  (meters)     631.36   (feet)  ADJUSTED  
 ME0855  ___________________________________________________________________
 ME0855  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 ME0855  DYNAMIC HT  -         192.368 (meters)     631.13  (feet)  COMP
 ME0855  MODELED GRAV-     980,247.5   (mgal)                       NAVD 88
 ME0855
 ME0855  VERT ORDER  -  FIRST     CLASS II
 ME0855
 ME0855.The horizontal coordinates were scaled from a topographic map and have
 ME0855.an estimated accuracy of +/- 6 seconds.
 ME0855
 ME0855.The orthometric height was determined by differential leveling
 ME0855.and adjusted by the National Geodetic Survey in June 1991..
 ME0855
 ME0855.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0855
 ME0855  NGVD 29 (01/19/93)  192.551  (m)          631.73   (f) ADJUSTED    1 2
 ME0855
 ME0855.Superseded values are not recommended for survey control.
 ME0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0855.See file dsdata.txt to determine how the superseded data were derived.
 ME0855
 ME0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM153207(NAD 83)
 ME0855_MARKER: DB = BENCH MARK DISK
 ME0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0855_SP_SET: CONCRETE POST
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0256 ***********************************************************************
 LB0256  DESIGNATION -  K 180
 LB0256  PID         -  LB0256
 LB0256  STATE/COUNTY-  IN/MIAMI
 LB0256  USGS QUAD   -  DEEDSVILLE (1992)
 LB0256
 LB0256                         *CURRENT SURVEY CONTROL
 LB0256  ___________________________________________________________________
 LB0256* NAD 83(1986)-  40 54 46.     (N)    086 00 06.     (W)     SCALED    
 LB0256* NAVD 88     -       240.299  (meters)     788.38   (feet)  ADJUSTED  
 LB0256  ___________________________________________________________________
 LB0256  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 LB0256  DYNAMIC HT  -         240.187 (meters)     788.01  (feet)  COMP
 LB0256  MODELED GRAV-     980,152.9   (mgal)                       NAVD 88
 LB0256
 LB0256  VERT ORDER  -  SECOND    CLASS 0
 LB0256
 LB0256.The horizontal coordinates were scaled from a topographic map and have
 LB0256.an estimated accuracy of +/- 6 seconds.
 LB0256
 LB0256.The orthometric height was determined by differential leveling
 LB0256.and adjusted by the National Geodetic Survey in June 1991..
 LB0256
 LB0256.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0256.See file dsdata.txt to determine how the superseded data were derived.
 LB0256
 LB0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL840295(NAD 83)
 LB0256_MARKER: DB = BENCH MARK DISK
 LB0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0256_STAMPING: K 180 1946
 LB0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0256+STABILITY: SURFACE MOTION
 LB0256
 LB0256  HISTORY     - Date     Condition        Report By
 LB0256  HISTORY     - 1946     MONUMENTED       CGS
 LB0256  HISTORY     - 1989     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0186 ***********************************************************************
 LB0186  DESIGNATION -  K 181
 LB0186  PID         -  LB0186
 LB0186  STATE/COUNTY-  IN/FULTON
 LB0186  USGS QUAD   -  GRASS CREEK (1977)
 LB0186
 LB0186                         *CURRENT SURVEY CONTROL
 LB0186  ___________________________________________________________________
 LB0186* NAD 83(1986)-  40 56 44.     (N)    086 23 40.     (W)     SCALED    
 LB0186* NAVD 88     -       236.015  (meters)     774.33   (feet)  ADJUSTED  
 LB0186  ___________________________________________________________________
 LB0186  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 LB0186  DYNAMIC HT  -         235.913 (meters)     773.99  (feet)  COMP
 LB0186  MODELED GRAV-     980,184.1   (mgal)                       NAVD 88
 LB0186
 LB0186  VERT ORDER  -  SECOND    CLASS 0
 LB0186
 LB0186.The horizontal coordinates were scaled from a topographic map and have
 LB0186.an estimated accuracy of +/- 6 seconds.
 LB0186
 LB0186.The orthometric height was determined by differential leveling
 LB0186.and adjusted by the National Geodetic Survey in June 1991..
 LB0186
 LB0186.The geoid height was determined by GEOID03.
 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     -   632,770.       38,720.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0186.See file dsdata.txt to determine how the superseded data were derived.
 LB0186
 LB0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL509328(NAD 83)
 LB0186_MARKER: DB = BENCH MARK DISK
 LB0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0186_STAMPING: K 181 1946
 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 = OCTOBER  6, 2006
 MD1021 ***********************************************************************
 MD1021  DESIGNATION -  K 182
 MD1021  PID         -  MD1021
 MD1021  STATE/COUNTY-  IN/WABASH
 MD1021  USGS QUAD   -  NORTH MANCHESTER NORTH (1994)
 MD1021
 MD1021                         *CURRENT SURVEY CONTROL
 MD1021  ___________________________________________________________________
 MD1021* NAD 83(1986)-  41 00 49.     (N)    085 47 17.     (W)     SCALED    
 MD1021* NAVD 88     -       237.792  (meters)     780.16   (feet)  ADJUSTED  
 MD1021  ___________________________________________________________________
 MD1021  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 MD1021  DYNAMIC HT  -         237.684 (meters)     779.80  (feet)  COMP
 MD1021  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 MD1021
 MD1021  VERT ORDER  -  FIRST     CLASS II
 MD1021
 MD1021.The horizontal coordinates were scaled from a topographic map and have
 MD1021.an estimated accuracy of +/- 6 seconds.
 MD1021
 MD1021.The orthometric height was determined by differential leveling
 MD1021.and adjusted by the National Geodetic Survey in June 1991..
 MD1021
 MD1021.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1021.See file dsdata.txt to determine how the superseded data were derived.
 MD1021
 MD1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL019409(NAD 83)
 MD1021_MARKER: DB = BENCH MARK DISK
 MD1021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1021_SP_SET: ABUTMENT
 MD1021_STAMPING: K 182 1946
 MD1021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1021+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2005
 MD1021
 MD1021  HISTORY     - Date     Condition        Report By
 MD1021  HISTORY     - 1946     MONUMENTED       CGS
 MD1021  HISTORY     - 1990     GOOD             USPSQD
 MD1021  HISTORY     - 20050114 GOOD             INDIV
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1314 ***********************************************************************
 LA1314  DESIGNATION -  K 185
 LA1314  PID         -  LA1314
 LA1314  STATE/COUNTY-  IN/MADISON
 LA1314  USGS QUAD   -  ALEXANDRIA (1994)
 LA1314
 LA1314                         *CURRENT SURVEY CONTROL
 LA1314  ___________________________________________________________________
 LA1314* NAD 83(1986)-  40 21 53.     (N)    085 38 39.     (W)     SCALED    
 LA1314* NAVD 88     -       269.685  (meters)     884.79   (feet)  ADJUSTED  
 LA1314  ___________________________________________________________________
 LA1314  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 LA1314  DYNAMIC HT  -         269.546 (meters)     884.34  (feet)  COMP
 LA1314  MODELED GRAV-     980,102.2   (mgal)                       NAVD 88
 LA1314
 LA1314  VERT ORDER  -  FIRST     CLASS II
 LA1314
 LA1314.The horizontal coordinates were scaled from a topographic map and have
 LA1314.an estimated accuracy of +/- 6 seconds.
 LA1314
 LA1314.The orthometric height was determined by differential leveling
 LA1314.and adjusted by the National Geodetic Survey in June 1991..
 LA1314
 LA1314.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 LA1314;SPC IN E     -   568,020.      101,910.      MT  (+/- 180 meters Scaled)
 LA1314
 LA1314                          SUPERSEDED SURVEY CONTROL
 LA1314
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1314.See file dsdata.txt to determine how the superseded data were derived.
 LA1314
 LA1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK151691(NAD 83)
 LA1314_MARKER: DB = BENCH MARK DISK
 LA1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1314_STAMPING: K 185 1946
 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 - August 28, 2004
 LA1314
 LA1314  HISTORY     - Date     Condition        Report By
 LA1314  HISTORY     - 1946     MONUMENTED       CGS
 LA1314  HISTORY     - 20040828 GOOD             INDIV
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1086 ***********************************************************************
 MD1086  DESIGNATION -  K 186
 MD1086  PID         -  MD1086
 MD1086  STATE/COUNTY-  IN/WHITLEY
 MD1086  USGS QUAD   -  SOUTH WHITLEY EAST (1962)
 MD1086
 MD1086                         *CURRENT SURVEY CONTROL
 MD1086  ___________________________________________________________________
 MD1086* NAD 83(1986)-  41 04 31.     (N)    085 37 19.     (W)     SCALED    
 MD1086* NAVD 88     -       247.844  (meters)     813.13   (feet)  ADJUSTED  
 MD1086  ___________________________________________________________________
 MD1086  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 MD1086  DYNAMIC HT  -         247.735 (meters)     812.78  (feet)  COMP
 MD1086  MODELED GRAV-     980,179.3   (mgal)                       NAVD 88
 MD1086
 MD1086  VERT ORDER  -  SECOND    CLASS 0
 MD1086
 MD1086.The horizontal coordinates were scaled from a topographic map and have
 MD1086.an estimated accuracy of +/- 6 seconds.
 MD1086
 MD1086.The orthometric height was determined by differential leveling
 MD1086.and adjusted by the National Geodetic Survey in June 1991..
 MD1086
 MD1086.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1086.See file dsdata.txt to determine how the superseded data were derived.
 MD1086
 MD1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL157480(NAD 83)
 MD1086_MARKER: DB = BENCH MARK DISK
 MD1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1086_STAMPING: K 186 1946
 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             NGS
 MD1086
 MD1086                          STATION DESCRIPTION
 MD1086
 MD1086'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0891 ***********************************************************************
 LA0891  DESIGNATION -  K 188
 LA0891  PID         -  LA0891
 LA0891  STATE/COUNTY-  IN/HUNTINGTON
 LA0891  USGS QUAD   -  HUNTINGTON (1994)
 LA0891
 LA0891                         *CURRENT SURVEY CONTROL
 LA0891  ___________________________________________________________________
 LA0891* NAD 83(1986)-  40 54 01.     (N)    085 26 43.     (W)     SCALED    
 LA0891* NAVD 88     -       229.493  (meters)     752.93   (feet)  ADJUSTED  
 LA0891  ___________________________________________________________________
 LA0891  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 LA0891  DYNAMIC HT  -         229.387 (meters)     752.58  (feet)  COMP
 LA0891  MODELED GRAV-     980,155.7   (mgal)                       NAVD 88
 LA0891
 LA0891  VERT ORDER  -  SECOND    CLASS 0
 LA0891
 LA0891.The horizontal coordinates were scaled from a topographic map and have
 LA0891.an estimated accuracy of +/- 6 seconds.
 LA0891
 LA0891.The orthometric height was determined by differential leveling
 LA0891.and adjusted by the National Geodetic Survey in June 1991..
 LA0891
 LA0891.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0891.See file dsdata.txt to determine how the superseded data were derived.
 LA0891
 LA0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL309288(NAD 83)
 LA0891_MARKER: DB = BENCH MARK DISK
 LA0891_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0891_SP_SET: CULVERT
 LA0891_STAMPING: K 188 1946
 LA0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA0781 ***********************************************************************
 LA0781  DESIGNATION -  K 189
 LA0781  PID         -  LA0781
 LA0781  STATE/COUNTY-  IN/ALLEN
 LA0781  USGS QUAD   -  OSSIAN (1981)
 LA0781
 LA0781                         *CURRENT SURVEY CONTROL
 LA0781  ___________________________________________________________________
 LA0781* NAD 83(1986)-  40 59 14.     (N)    085 11 10.     (W)     SCALED    
 LA0781* NAVD 88     -       242.862  (meters)     796.79   (feet)  ADJUSTED  
 LA0781  ___________________________________________________________________
 LA0781  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LA0781  DYNAMIC HT  -         242.759 (meters)     796.45  (feet)  COMP
 LA0781  MODELED GRAV-     980,196.9   (mgal)                       NAVD 88
 LA0781
 LA0781  VERT ORDER  -  SECOND    CLASS 0
 LA0781
 LA0781.The horizontal coordinates were scaled from a topographic map and have
 LA0781.an estimated accuracy of +/- 6 seconds.
 LA0781
 LA0781.The orthometric height was determined by differential leveling
 LA0781.and adjusted by the National Geodetic Survey in June 1991..
 LA0781
 LA0781.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0781.See file dsdata.txt to determine how the superseded data were derived.
 LA0781
 LA0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL525389(NAD 83)
 LA0781_MARKER: DB = BENCH MARK DISK
 LA0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0781_STAMPING: K-189-1946
 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             NGS
 LA0781  HISTORY     - 1970     GOOD             NGS
 LA0781  HISTORY     - 1981     GOOD             USGS
 LA0781
 LA0781                          STATION DESCRIPTION
 LA0781
 LA0781'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0900 ***********************************************************************
 ME0900  DESIGNATION -  K 19
 ME0900  PID         -  ME0900
 ME0900  STATE/COUNTY-  IN/LA PORTE
 ME0900  USGS QUAD   -  SPRINGVILLE (1980)
 ME0900
 ME0900                         *CURRENT SURVEY CONTROL
 ME0900  ___________________________________________________________________
 ME0900* NAD 83(1986)-  41 39 07.     (N)    086 44 43.     (W)     SCALED    
 ME0900* NAVD 88     -       263.553  (meters)     864.67   (feet)  ADJUSTED  
 ME0900  ___________________________________________________________________
 ME0900  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0900  DYNAMIC HT  -         263.451 (meters)     864.34  (feet)  COMP
 ME0900  MODELED GRAV-     980,230.3   (mgal)                       NAVD 88
 ME0900
 ME0900  VERT ORDER  -  SECOND    CLASS 0
 ME0900
 ME0900.The horizontal coordinates were scaled from a topographic map and have
 ME0900.an estimated accuracy of +/- 6 seconds.
 ME0900
 ME0900.The orthometric height was determined by differential leveling
 ME0900.and adjusted by the National Geodetic Survey in June 1991..
 ME0900
 ME0900.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0900.See file dsdata.txt to determine how the superseded data were derived.
 ME0900
 ME0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM212111(NAD 83)
 ME0900_MARKER: DB = BENCH MARK DISK
 ME0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0900_STAMPING: K 19 1934
 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 = OCTOBER  6, 2006
 JZ1229 ***********************************************************************
 JZ1229  DESIGNATION -  K 19
 JZ1229  PID         -  JZ1229
 JZ1229  STATE/COUNTY-  IN/WAYNE
 JZ1229  USGS QUAD   -  RICHMOND (1981)
 JZ1229
 JZ1229                         *CURRENT SURVEY CONTROL
 JZ1229  ___________________________________________________________________
 JZ1229* NAD 83(1986)-  39 49 45.     (N)    084 53 41.     (W)     SCALED    
 JZ1229* NAVD 88     -       298.643  (meters)     979.80   (feet)  ADJUSTED  
 JZ1229  ___________________________________________________________________
 JZ1229  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JZ1229  DYNAMIC HT  -         298.469 (meters)     979.23  (feet)  COMP
 JZ1229  MODELED GRAV-     980,037.4   (mgal)                       NAVD 88
 JZ1229
 JZ1229  VERT ORDER  -  SECOND    CLASS 0
 JZ1229
 JZ1229.The horizontal coordinates were scaled from a topographic map and have
 JZ1229.an estimated accuracy of +/- 6 seconds.
 JZ1229
 JZ1229.The orthometric height was determined by differential leveling
 JZ1229.and adjusted by the National Geodetic Survey in June 1991..
 JZ1229
 JZ1229.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1229.See file dsdata.txt to determine how the superseded data were derived.
 JZ1229
 JZ1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK801109(NAD 83)
 JZ1229_MARKER: DD = SURVEY DISK
 JZ1229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1229_SP_SET: PILLAR
 JZ1229_STAMPING: K 1928
 JZ1229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1229
 JZ1229  HISTORY     - Date     Condition        Report By
 JZ1229  HISTORY     - 1928     MONUMENTED       USGS
 JZ1229  HISTORY     - 1942     GOOD             NGS
 JZ1229  HISTORY     - 20020705 MARK NOT FOUND   GEOCAC
 JZ1229  HISTORY     - 20030308 MARK NOT FOUND   GEOCAC
 JZ1229
 JZ1229                          STATION DESCRIPTION
 JZ1229
 JZ1229'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1654 ***********************************************************************
 LA1654  DESIGNATION -  K 190
 LA1654  PID         -  LA1654
 LA1654  STATE/COUNTY-  IN/WABASH
 LA1654  USGS QUAD   -  NORTH MANCHESTER SOUTH (1994)
 LA1654
 LA1654                         *CURRENT SURVEY CONTROL
 LA1654  ___________________________________________________________________
 LA1654* NAD 83(1986)-  40 59 09.     (N)    085 46 56.     (W)     SCALED    
 LA1654* NAVD 88     -       233.266  (meters)     765.31   (feet)  ADJUSTED  
 LA1654  ___________________________________________________________________
 LA1654  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 LA1654  DYNAMIC HT  -         233.160 (meters)     764.96  (feet)  COMP
 LA1654  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 LA1654
 LA1654  VERT ORDER  -  FIRST     CLASS II
 LA1654
 LA1654.The horizontal coordinates were scaled from a topographic map and have
 LA1654.an estimated accuracy of +/- 6 seconds.
 LA1654
 LA1654.The orthometric height was determined by differential leveling
 LA1654.and adjusted by the National Geodetic Survey in June 1991..
 LA1654
 LA1654.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1654.See file dsdata.txt to determine how the superseded data were derived.
 LA1654
 LA1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL024378(NAD 83)
 LA1654_MARKER: DR = REFERENCE MARK DISK
 LA1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1654_STAMPING: K-190
 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 14, 2005
 LA1654
 LA1654  HISTORY     - Date     Condition        Report By
 LA1654  HISTORY     - UNK      MONUMENTED       CGS
 LA1654  HISTORY     - 1968     GOOD             NGS
 LA1654  HISTORY     - 1975     GOOD             NGS
 LA1654  HISTORY     - 20050114 GOOD             INDIV
 LA1654
 LA1654                          STATION DESCRIPTION
 LA1654
 LA1654'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1877 ***********************************************************************
 LA1877  DESIGNATION -  K 191
 LA1877  PID         -  LA1877
 LA1877  STATE/COUNTY-  IN/MIAMI
 LA1877  USGS QUAD   -  AMBOY (1994)
 LA1877
 LA1877                         *CURRENT SURVEY CONTROL
 LA1877  ___________________________________________________________________
 LA1877* NAD 83(1986)-  40 34 45.     (N)    085 56 19.     (W)     SCALED    
 LA1877* NAVD 88     -       252.952  (meters)     829.89   (feet)  ADJUSTED  
 LA1877  ___________________________________________________________________
 LA1877  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LA1877  DYNAMIC HT  -         252.825 (meters)     829.48  (feet)  COMP
 LA1877  MODELED GRAV-     980,113.8   (mgal)                       NAVD 88
 LA1877
 LA1877  VERT ORDER  -  SECOND    CLASS 0
 LA1877
 LA1877.The horizontal coordinates were scaled from a topographic map and have
 LA1877.an estimated accuracy of +/- 6 seconds.
 LA1877
 LA1877.The orthometric height was determined by differential leveling
 LA1877.and adjusted by the National Geodetic Survey in June 1991..
 LA1877
 LA1877.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1877.See file dsdata.txt to determine how the superseded data were derived.
 LA1877
 LA1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK898925(NAD 83)
 LA1877_MARKER: DB = BENCH MARK DISK
 LA1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1877_STAMPING: K 191 1946
 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 = OCTOBER  6, 2006
 LA1809 ***********************************************************************
 LA1809  DESIGNATION -  K 192
 LA1809  PID         -  LA1809
 LA1809  STATE/COUNTY-  IN/MIAMI
 LA1809  USGS QUAD   -  PEORIA (1994)
 LA1809
 LA1809                         *CURRENT SURVEY CONTROL
 LA1809  ___________________________________________________________________
 LA1809* NAD 83(1986)-  40 40 45.     (N)    085 59 16.     (W)     SCALED    
 LA1809* NAVD 88     -       239.717  (meters)     786.47   (feet)  ADJUSTED  
 LA1809  ___________________________________________________________________
 LA1809  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 LA1809  DYNAMIC HT  -         239.600 (meters)     786.09  (feet)  COMP
 LA1809  MODELED GRAV-     980,129.1   (mgal)                       NAVD 88
 LA1809
 LA1809  VERT ORDER  -  SECOND    CLASS 0
 LA1809
 LA1809.The horizontal coordinates were scaled from a topographic map and have
 LA1809.an estimated accuracy of +/- 6 seconds.
 LA1809
 LA1809.The orthometric height was determined by differential leveling
 LA1809.and adjusted by the National Geodetic Survey in June 1991..
 LA1809
 LA1809.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1809.See file dsdata.txt to determine how the superseded data were derived.
 LA1809
 LA1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL855036(NAD 83)
 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_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 = OCTOBER  6, 2006
 LA1289 ***********************************************************************
 LA1289  DESIGNATION -  K 193
 LA1289  PID         -  LA1289
 LA1289  STATE/COUNTY-  IN/MADISON
 LA1289  USGS QUAD   -  ANDERSON SOUTH (1994)
 LA1289
 LA1289                         *CURRENT SURVEY CONTROL
 LA1289  ___________________________________________________________________
 LA1289* NAD 83(1997)-  40 06 21.60872(N)    085 41 13.75137(W)     ADJUSTED  
 LA1289* NAVD 88     -       260.253  (meters)     853.85   (feet)  ADJUSTED  
 LA1289  ___________________________________________________________________
 LA1289  X           -     367,386.362 (meters)                     COMP
 LA1289  Y           -  -4,871,472.909 (meters)                     COMP
 LA1289  Z           -   4,087,140.680 (meters)                     COMP
 LA1289  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 LA1289  ELLIP HEIGHT-         226.22  (meters)          (11/27/02) GPS OBS
 LA1289  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 LA1289  DYNAMIC HT  -         260.112 (meters)     853.38  (feet)  COMP
 LA1289  MODELED GRAV-     980,078.6   (mgal)                       NAVD 88
 LA1289
 LA1289  HORZ ORDER  -  FIRST
 LA1289  VERT ORDER  -  FIRST     CLASS II
 LA1289  ELLP ORDER  -  FOURTH    CLASS I
 LA1289
 LA1289.The horizontal coordinates were established by GPS observations
 LA1289.and adjusted by the National Geodetic Survey in November 2002..
 LA1289
 LA1289.The orthometric height was determined by differential leveling
 LA1289.and adjusted by the National Geodetic Survey in June 1991..
 LA1289
 LA1289.Photographs are available 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 DEFLEC99 derived deflections.
 LA1289
 LA1289.The ellipsoidal height was determined by GPS observations
 LA1289.and is referenced to NAD 83.
 LA1289
 LA1289.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 LA1289;SPC IN E     -   539,287.494    98,253.346   MT  0.99996670   -0 00 47.5
 LA1289;SPC IN E     - 1,769,312.39    322,352.85   sFT  0.99996670   -0 00 47.5
 LA1289;UTM  16      - 4,440,348.458   611,892.421   MT  0.99975412   +0 50 45.0
 LA1289
 LA1289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1289!SPC IN E     -   0.99996451  x   0.99996670  =   0.99993121
 LA1289!UTM  16      -   0.99996451  x   0.99975412  =   0.99971864
 LA1289
 LA1289                          SUPERSEDED SURVEY CONTROL
 LA1289
 LA1289  NAD 83(1997)-  40 06 21.60858(N)    085 41 13.75148(W) AD(       ) 1
 LA1289  NAVD 88 (03/18/02)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1289.See file dsdata.txt to determine how the superseded data were derived.
 LA1289
 LA1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1189240348(NAD 83)
 LA1289_MARKER: DB = BENCH MARK DISK
 LA1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1289_SP_SET: 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.
 LA1289' 
 LA1289' 
 LA1289'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1440 ***********************************************************************
 LA1440  DESIGNATION -  K 194
 LA1440  PID         -  LA1440
 LA1440  STATE/COUNTY-  IN/HAMILTON
 LA1440  USGS QUAD   -  LAPEL (1994)
 LA1440
 LA1440                         *CURRENT SURVEY CONTROL
 LA1440  ___________________________________________________________________
 LA1440* NAD 83(1986)-  40 03 54.     (N)    085 51 47.     (W)     SCALED    
 LA1440* NAVD 88     -       252.280  (meters)     827.69   (feet)  ADJUSTED  
 LA1440  ___________________________________________________________________
 LA1440  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 LA1440  DYNAMIC HT  -         252.143 (meters)     827.24  (feet)  COMP
 LA1440  MODELED GRAV-     980,076.4   (mgal)                       NAVD 88
 LA1440
 LA1440  VERT ORDER  -  SECOND    CLASS 0
 LA1440
 LA1440.The horizontal coordinates were scaled from a topographic map and have
 LA1440.an estimated accuracy of +/- 6 seconds.
 LA1440
 LA1440.The orthometric height was determined by differential leveling
 LA1440.and adjusted by the National Geodetic Survey in June 1991..
 LA1440
 LA1440.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA1440
 LA1440  NGVD 29 (??/??/92)  252.413  (m)          828.12   (f) ADJ UNCH    2 0
 LA1440
 LA1440.Superseded values are not recommended for survey control.
 LA1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1440.See file dsdata.txt to determine how the superseded data were derived.
 LA1440
 LA1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK969355(NAD 83)
 LA1440_MARKER: DB = BENCH MARK DISK
 LA1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1440_STAMPING: K 194 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1367 ***********************************************************************
 LA1367  DESIGNATION -  K 195
 LA1367  PID         -  LA1367
 LA1367  STATE/COUNTY-  IN/GRANT
 LA1367  USGS QUAD   -  POINT ISABEL (1994)
 LA1367
 LA1367                         *CURRENT SURVEY CONTROL
 LA1367  ___________________________________________________________________
 LA1367* NAD 83(1986)-  40 24 25.     (N)    085 47 09.     (W)     SCALED    
 LA1367* NAVD 88     -       269.775  (meters)     885.09   (feet)  ADJUSTED  
 LA1367  ___________________________________________________________________
 LA1367  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 LA1367  DYNAMIC HT  -         269.635 (meters)     884.63  (feet)  COMP
 LA1367  MODELED GRAV-     980,100.0   (mgal)                       NAVD 88
 LA1367
 LA1367  VERT ORDER  -  SECOND    CLASS 0
 LA1367
 LA1367.The horizontal coordinates were scaled from a topographic map and have
 LA1367.an estimated accuracy of +/- 6 seconds.
 LA1367
 LA1367.The orthometric height was determined by differential leveling
 LA1367.and adjusted by the National Geodetic Survey in June 1991..
 LA1367
 LA1367.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1367.See file dsdata.txt to determine how the superseded data were derived.
 LA1367
 LA1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK030736(NAD 83)
 LA1367_MARKER: DB = BENCH MARK DISK
 LA1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1367_STAMPING: K 195 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0894 ***********************************************************************
 MD0894  DESIGNATION -  K 196 RESET 1966
 MD0894  PID         -  MD0894
 MD0894  STATE/COUNTY-  IN/WHITLEY
 MD0894  USGS QUAD   -  COLUMBIA CITY (1981)
 MD0894
 MD0894                         *CURRENT SURVEY CONTROL
 MD0894  ___________________________________________________________________
 MD0894* NAD 83(1986)-  41 13 25.     (N)    085 27 44.     (W)     SCALED    
 MD0894* NAVD 88     -       274.54   (meters)     900.7    (feet)  RESET     
 MD0894  ___________________________________________________________________
 MD0894  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 MD0894
 MD0894  VERT ORDER  -  THIRD
 MD0894
 MD0894.The horizontal coordinates were scaled from a topographic map and have
 MD0894.an estimated accuracy of +/- 6 seconds.
 MD0894
 MD0894.The orthometric height was computed from unverified reset data.
 MD0894
 MD0894.The geoid height was determined by GEOID03.
 MD0894
 MD0894;                    North         East    Units  Estimated Accuracy
 MD0894;SPC IN E     -   663,410.      117,140.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0894.See file dsdata.txt to determine how the superseded data were derived.
 MD0894
 MD0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL288647(NAD 83)
 MD0894_MARKER: DB = BENCH MARK DISK
 MD0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0894_STAMPING: K 196 RESET 1966
 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 = OCTOBER  6, 2006
 MD0953 ***********************************************************************
 MD0953  DESIGNATION -  K 197
 MD0953  PID         -  MD0953
 MD0953  STATE/COUNTY-  IN/NOBLE
 MD0953  USGS QUAD   -  EGE (1965)
 MD0953
 MD0953                         *CURRENT SURVEY CONTROL
 MD0953  ___________________________________________________________________
 MD0953* NAD 83(1997)-  41 15 50.07921(N)    085 15 01.74762(W)     ADJUSTED  
 MD0953* NAVD 88     -       269.135  (meters)     882.99   (feet)  ADJUSTED  
 MD0953  ___________________________________________________________________
 MD0953  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 MD0953  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 MD0953  DYNAMIC HT  -         269.032 (meters)     882.65  (feet)  COMP
 MD0953  MODELED GRAV-     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
 MD0953.and adjusted by the National Geodetic Survey in June 1991..
 MD0953
 MD0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0953
 MD0953.The geoid height was determined by GEOID03.
 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;                    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                          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
 MD0953.Superseded values are not recommended for survey control.
 MD0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0953.See file dsdata.txt to determine how the superseded data were derived.
 MD0953
 MD0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4655169530(NAD 83)
 MD0953_MARKER: DB = BENCH MARK DISK
 MD0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0953_STAMPING: K 197 1946
 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             NGS
 MD0953  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MD0953  HISTORY     - 1968     GOOD             NGS
 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 NATIONAL 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 NATIONAL GEODETIC SURVEY 1968
 MD0953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0541 ***********************************************************************
 MD0541  DESIGNATION -  K 198
 MD0541  PID         -  MD0541
 MD0541  STATE/COUNTY-  IN/DE KALB
 MD0541  USGS QUAD   -  SAINT JOE (1994)
 MD0541
 MD0541                         *CURRENT SURVEY CONTROL
 MD0541  ___________________________________________________________________
 MD0541* NAD 83(1986)-  41 20 12.     (N)    084 59 09.     (W)     SCALED    
 MD0541* NAVD 88     -       259.811  (meters)     852.40   (feet)  ADJUSTED  
 MD0541  ___________________________________________________________________
 MD0541  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 MD0541  DYNAMIC HT  -         259.706 (meters)     852.05  (feet)  COMP
 MD0541  MODELED GRAV-     980,214.8   (mgal)                       NAVD 88
 MD0541
 MD0541  VERT ORDER  -  SECOND    CLASS 0
 MD0541
 MD0541.The horizontal coordinates were scaled from a topographic map and have
 MD0541.an estimated accuracy of +/- 6 seconds.
 MD0541
 MD0541.The orthometric height was determined by differential leveling
 MD0541.and adjusted by the National Geodetic Survey in June 1991..
 MD0541
 MD0541.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0541.See file dsdata.txt to determine how the superseded data were derived.
 MD0541
 MD0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL685780(NAD 83)
 MD0541_MARKER: DB = BENCH MARK DISK
 MD0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0541_STAMPING: K-198
 MD0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0541+STABILITY: SURFACE MOTION
 MD0541
 MD0541  HISTORY     - Date     Condition        Report By
 MD0541  HISTORY     - UNK      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 = OCTOBER  6, 2006
 JZ1248 ***********************************************************************
 JZ1248  DESIGNATION -  K 2
 JZ1248  PID         -  JZ1248
 JZ1248  STATE/COUNTY-  IN/UNION
 JZ1248  USGS QUAD   -  COLLEGE CORNER (1992)
 JZ1248
 JZ1248                         *CURRENT SURVEY CONTROL
 JZ1248  ___________________________________________________________________
 JZ1248* NAD 83(1986)-  39 35 47.     (N)    084 51 39.     (W)     SCALED    
 JZ1248* NAVD 88     -       317.216  (meters)    1040.73   (feet)  ADJUSTED  
 JZ1248  ___________________________________________________________________
 JZ1248  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JZ1248  DYNAMIC HT  -         317.033 (meters)    1040.13  (feet)  COMP
 JZ1248  MODELED GRAV-     980,040.4   (mgal)                       NAVD 88
 JZ1248
 JZ1248  VERT ORDER  -  SECOND    CLASS 0
 JZ1248
 JZ1248.The horizontal coordinates were scaled from a topographic map and have
 JZ1248.an estimated accuracy of +/- 6 seconds.
 JZ1248
 JZ1248.The orthometric height was determined by differential leveling
 JZ1248.and adjusted by the National Geodetic Survey in June 1991..
 JZ1248.WARNING-Repeat measurements at this control monument indicate possible
 JZ1248.vertical movement.
 JZ1248
 JZ1248.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1248.See file dsdata.txt to determine how the superseded data were derived.
 JZ1248
 JZ1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ836851(NAD 83)
 JZ1248_MARKER: DD = SURVEY DISK
 JZ1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1248_STAMPING: K 2 1928
 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             NGS
 JZ1248
 JZ1248                          STATION DESCRIPTION
 JZ1248
 JZ1248'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0498 ***********************************************************************
 MD0498  DESIGNATION -  K 200
 MD0498  PID         -  MD0498
 MD0498  STATE/COUNTY-  IN/ALLEN
 MD0498  USGS QUAD   -  GRABILL (1992)
 MD0498
 MD0498                         *CURRENT SURVEY CONTROL
 MD0498  ___________________________________________________________________
 MD0498* NAD 83(1986)-  41 11 09.     (N)    084 56 17.     (W)     SCALED    
 MD0498* NAVD 88     -       237.768  (meters)     780.08   (feet)  ADJUSTED  
 MD0498  ___________________________________________________________________
 MD0498  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 MD0498  DYNAMIC HT  -         237.673 (meters)     779.77  (feet)  COMP
 MD0498  MODELED GRAV-     980,219.5   (mgal)                       NAVD 88
 MD0498
 MD0498  VERT ORDER  -  SECOND    CLASS 0
 MD0498
 MD0498.The horizontal coordinates were scaled from a topographic map and have
 MD0498.an estimated accuracy of +/- 6 seconds.
 MD0498
 MD0498.The orthometric height was determined by differential leveling
 MD0498.and adjusted by the National Geodetic Survey in June 1991..
 MD0498
 MD0498.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0498.See file dsdata.txt to determine how the superseded data were derived.
 MD0498
 MD0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL729614(NAD 83)
 MD0498_MARKER: DB = BENCH MARK DISK
 MD0498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0498_SP_SET: CULVERT
 MD0498_STAMPING: K 200 1946
 MD0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0498
 MD0498  HISTORY     - Date     Condition        Report By
 MD0498  HISTORY     - 1946     MONUMENTED       CGS
 MD0498  HISTORY     - 1962     GOOD             NGS
 MD0498  HISTORY     - 1963     GOOD             NGS
 MD0498
 MD0498                          STATION DESCRIPTION
 MD0498
 MD0498'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1963
 MD0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0340 ***********************************************************************
 MD0340  DESIGNATION -  K 201 RESET 1962
 MD0340  PID         -  MD0340
 MD0340  STATE/COUNTY-  IN/DE KALB
 MD0340  USGS QUAD   -  BUTLER EAST (1994)
 MD0340
 MD0340                         *CURRENT SURVEY CONTROL
 MD0340  ___________________________________________________________________
 MD0340* NAD 83(1986)-  41 26 06.     (N)    084 49 32.     (W)     SCALED    
 MD0340* NAVD 88     -       259.15   (meters)     850.2    (feet)  RESET     
 MD0340  ___________________________________________________________________
 MD0340  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MD0340
 MD0340  VERT ORDER  -  THIRD
 MD0340
 MD0340.The horizontal coordinates were scaled from a topographic map and have
 MD0340.an estimated accuracy of +/- 6 seconds.
 MD0340
 MD0340.The orthometric height was computed from unverified reset data.
 MD0340
 MD0340.The geoid height was determined by GEOID03.
 MD0340
 MD0340;                    North         East    Units  Estimated Accuracy
 MD0340;SPC IN E     -   687,210.      170,300.      MT  (+/- 180 meters Scaled)
 MD0340
 MD0340                          SUPERSEDED SURVEY CONTROL
 MD0340
 MD0340.No superseded survey control is available for this station.
 MD0340
 MD0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL816893(NAD 83)
 MD0340_MARKER: DB = BENCH MARK DISK
 MD0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0340_STAMPING: K 201 RESET 1962
 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 = OCTOBER  6, 2006
 LA1755 ***********************************************************************
 LA1755  DESIGNATION -  K 202
 LA1755  PID         -  LA1755
 LA1755  STATE/COUNTY-  IN/HUNTINGTON
 LA1755  USGS QUAD   -  ANDREWS (1994)
 LA1755
 LA1755                         *CURRENT SURVEY CONTROL
 LA1755  ___________________________________________________________________
 LA1755* NAD 83(1986)-  40 47 07.     (N)    085 30 25.     (W)     SCALED    
 LA1755* NAVD 88     -       248.906  (meters)     816.62   (feet)  ADJUSTED  
 LA1755  ___________________________________________________________________
 LA1755  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 LA1755  DYNAMIC HT  -         248.786 (meters)     816.23  (feet)  COMP
 LA1755  MODELED GRAV-     980,136.8   (mgal)                       NAVD 88
 LA1755
 LA1755  VERT ORDER  -  SECOND    CLASS 0
 LA1755
 LA1755.The horizontal coordinates were scaled from a topographic map and have
 LA1755.an estimated accuracy of +/- 6 seconds.
 LA1755
 LA1755.The orthometric height was determined by differential leveling
 LA1755.and adjusted by the National Geodetic Survey in June 1991..
 LA1755
 LA1755.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1755.See file dsdata.txt to determine how the superseded data were derived.
 LA1755
 LA1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL259159(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1755
 LA1755  HISTORY     - Date     Condition        Report By
 LA1755  HISTORY     - 1946     MONUMENTED       CGS
 LA1755  HISTORY     - 1962     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1962
 LA1755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1745 ***********************************************************************
 LA1745  DESIGNATION -  K 203
 LA1745  PID         -  LA1745
 LA1745  STATE/COUNTY-  IN/HUNTINGTON
 LA1745  USGS QUAD   -  ANDREWS (1994)
 LA1745
 LA1745                         *CURRENT SURVEY CONTROL
 LA1745  ___________________________________________________________________
 LA1745* NAD 83(1986)-  40 50 32.     (N)    085 36 10.     (W)     SCALED    
 LA1745* NAVD 88     -       244.913  (meters)     803.52   (feet)  ADJUSTED  
 LA1745  ___________________________________________________________________
 LA1745  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 LA1745  DYNAMIC HT  -         244.796 (meters)     803.13  (feet)  COMP
 LA1745  MODELED GRAV-     980,142.5   (mgal)                       NAVD 88
 LA1745
 LA1745  VERT ORDER  -  SECOND    CLASS 0
 LA1745
 LA1745.The horizontal coordinates were scaled from a topographic map and have
 LA1745.an estimated accuracy of +/- 6 seconds.
 LA1745
 LA1745.The orthometric height was determined by differential leveling
 LA1745.and adjusted by the National Geodetic Survey in June 1991..
 LA1745
 LA1745.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1745.See file dsdata.txt to determine how the superseded data were derived.
 LA1745
 LA1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL177221(NAD 83)
 LA1745_MARKER: DB = BENCH MARK DISK
 LA1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1745_STAMPING: K 203 1946
 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 = OCTOBER  6, 2006
 LA1450 ***********************************************************************
 LA1450  DESIGNATION -  K 206
 LA1450  PID         -  LA1450
 LA1450  STATE/COUNTY-  IN/MADISON
 LA1450  USGS QUAD   -  ELWOOD (1994)
 LA1450
 LA1450                         *CURRENT SURVEY CONTROL
 LA1450  ___________________________________________________________________
 LA1450* NAD 83(1986)-  40 16 39.     (N)    085 45 56.     (W)     SCALED    
 LA1450* NAVD 88     -       265.598  (meters)     871.38   (feet)  ADJUSTED  
 LA1450  ___________________________________________________________________
 LA1450  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 LA1450  DYNAMIC HT  -         265.458 (meters)     870.92  (feet)  COMP
 LA1450  MODELED GRAV-     980,091.5   (mgal)                       NAVD 88
 LA1450
 LA1450  VERT ORDER  -  SECOND    CLASS 0
 LA1450
 LA1450.The horizontal coordinates were scaled from a topographic map and have
 LA1450.an estimated accuracy of +/- 6 seconds.
 LA1450
 LA1450.The orthometric height was determined by differential leveling
 LA1450.and adjusted by the National Geodetic Survey in June 1991..
 LA1450
 LA1450.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1450.See file dsdata.txt to determine how the superseded data were derived.
 LA1450
 LA1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK049592(NAD 83)
 LA1450_MARKER: DB = BENCH MARK DISK
 LA1450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1450_SP_SET: CULVERT
 LA1450_STAMPING: K 206 1946
 LA1450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0524 ***********************************************************************
 LB0524  DESIGNATION -  K 207
 LB0524  PID         -  LB0524
 LB0524  STATE/COUNTY-  IN/TIPTON
 LB0524  USGS QUAD   -  KEMPTON (1980)
 LB0524
 LB0524                         *CURRENT SURVEY CONTROL
 LB0524  ___________________________________________________________________
 LB0524* NAD 83(1986)-  40 16 26.     (N)    086 12 13.     (W)     SCALED    
 LB0524* NAVD 88     -       281.447  (meters)     923.38   (feet)  ADJUSTED  
 LB0524  ___________________________________________________________________
 LB0524  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 LB0524  DYNAMIC HT  -         281.293 (meters)     922.88  (feet)  COMP
 LB0524  MODELED GRAV-     980,071.0   (mgal)                       NAVD 88
 LB0524
 LB0524  VERT ORDER  -  SECOND    CLASS 0
 LB0524
 LB0524.The horizontal coordinates were scaled from a topographic map and have
 LB0524.an estimated accuracy of +/- 6 seconds.
 LB0524
 LB0524.The orthometric height was determined by differential leveling
 LB0524.and adjusted by the National Geodetic Survey in June 1991..
 LB0524
 LB0524.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0524.See file dsdata.txt to determine how the superseded data were derived.
 LB0524
 LB0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK677584(NAD 83)
 LB0524_MARKER: DB = BENCH MARK DISK
 LB0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0524_STAMPING: K 207 1946
 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 = OCTOBER  6, 2006
 LB0469 ***********************************************************************
 LB0469  DESIGNATION -  K 208
 LB0469  PID         -  LB0469
 LB0469  STATE/COUNTY-  IN/TIPTON
 LB0469  USGS QUAD   -  KOKOMO EAST (1994)
 LB0469
 LB0469                         *CURRENT SURVEY CONTROL
 LB0469  ___________________________________________________________________
 LB0469* NAD 83(1986)-  40 22 47.     (N)    086 04 11.     (W)     SCALED    
 LB0469* NAVD 88     -       266.317  (meters)     873.74   (feet)  ADJUSTED  
 LB0469  ___________________________________________________________________
 LB0469  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 LB0469  DYNAMIC HT  -         266.176 (meters)     873.28  (feet)  COMP
 LB0469  MODELED GRAV-     980,088.4   (mgal)                       NAVD 88
 LB0469
 LB0469  VERT ORDER  -  SECOND    CLASS 0
 LB0469
 LB0469.The horizontal coordinates were scaled from a topographic map and have
 LB0469.an estimated accuracy of +/- 6 seconds.
 LB0469
 LB0469.The orthometric height was determined by differential leveling
 LB0469.and adjusted by the National Geodetic Survey in June 1991..
 LB0469
 LB0469.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0469.See file dsdata.txt to determine how the superseded data were derived.
 LB0469
 LB0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK789703(NAD 83)
 LB0469_MARKER: DB = BENCH MARK DISK
 LB0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0469_STAMPING: K 208 1946
 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 = OCTOBER  6, 2006
 LB0568 ***********************************************************************
 LB0568  DESIGNATION -  K 209 RESET 1953
 LB0568  PID         -  LB0568
 LB0568  STATE/COUNTY-  IN/HAMILTON
 LB0568  USGS QUAD   -  NOBLESVILLE (1992)
 LB0568
 LB0568                         *CURRENT SURVEY CONTROL
 LB0568  ___________________________________________________________________
 LB0568* NAD 83(1986)-  40 05 15.     (N)    086 00 52.     (W)     SCALED    
 LB0568* NAVD 88     -       243.59   (meters)     799.2    (feet)  RESET     
 LB0568  ___________________________________________________________________
 LB0568  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 LB0568
 LB0568  VERT ORDER  -  THIRD
 LB0568
 LB0568.The horizontal coordinates were scaled from a topographic map and have
 LB0568.an estimated accuracy of +/- 6 seconds.
 LB0568
 LB0568.The orthometric height was computed from unverified reset data.
 LB0568
 LB0568.The geoid height was determined by GEOID03.
 LB0568
 LB0568;                    North         East    Units  Estimated Accuracy
 LB0568;SPC IN E     -   537,290.       70,340.      MT  (+/- 180 meters Scaled)
 LB0568
 LB0568                          SUPERSEDED SURVEY CONTROL
 LB0568
 LB0568.No superseded survey control is available for this station.
 LB0568
 LB0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK840379(NAD 83)
 LB0568_MARKER: DB = BENCH MARK DISK
 LB0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0568_STAMPING: K 209 RESET 1953
 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             NGS
 LB0568
 LB0568                          STATION DESCRIPTION
 LB0568
 LB0568'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0763 ***********************************************************************
 MD0763  DESIGNATION -  K 21
 MD0763  PID         -  MD0763
 MD0763  STATE/COUNTY-  IN/DE KALB
 MD0763  USGS QUAD   -  CORUNNA (1973)
 MD0763
 MD0763                         *CURRENT SURVEY CONTROL
 MD0763  ___________________________________________________________________
 MD0763* NAD 83(1986)-  41 26 14.     (N)    085 11 27.     (W)     SCALED    
 MD0763* NAVD 88     -       298.747  (meters)     980.14   (feet)  ADJUSTED  
 MD0763  ___________________________________________________________________
 MD0763  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 MD0763  DYNAMIC HT  -         298.629 (meters)     979.75  (feet)  COMP
 MD0763  MODELED GRAV-     980,220.8   (mgal)                       NAVD 88
 MD0763
 MD0763  VERT ORDER  -  SECOND    CLASS 0
 MD0763
 MD0763.The horizontal coordinates were scaled from a topographic map and have
 MD0763.an estimated accuracy of +/- 6 seconds.
 MD0763
 MD0763.The orthometric height was determined by differential leveling
 MD0763.and adjusted by the National Geodetic Survey in June 1991..
 MD0763
 MD0763.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0763.See file dsdata.txt to determine how the superseded data were derived.
 MD0763
 MD0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL511888(NAD 83)
 MD0763_MARKER: DB = BENCH MARK DISK
 MD0763_SETTING: 0 = UNSPECIFIED SETTING
 MD0763_STAMPING: K 21 1934
 MD0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0763
 MD0763  HISTORY     - Date     Condition        Report By
 MD0763  HISTORY     - 1934     MONUMENTED       CGS
 MD0763  HISTORY     - 1963     POOR             NGS
 MD0763
 MD0763                          STATION DESCRIPTION
 MD0763
 MD0763'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1532 ***********************************************************************
 JZ1532  DESIGNATION -  K 21
 JZ1532  PID         -  JZ1532
 JZ1532  STATE/COUNTY-  IN/WAYNE
 JZ1532  USGS QUAD   -  CAMBRIDGE CITY (1981)
 JZ1532
 JZ1532                         *CURRENT SURVEY CONTROL
 JZ1532  ___________________________________________________________________
 JZ1532* NAD 83(1986)-  39 48 41.     (N)    085 08 15.     (W)     SCALED    
 JZ1532* NAVD 88     -       289.893  (meters)     951.09   (feet)  ADJUSTED  
 JZ1532  ___________________________________________________________________
 JZ1532  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JZ1532  DYNAMIC HT  -         289.726 (meters)     950.54  (feet)  COMP
 JZ1532  MODELED GRAV-     980,043.8   (mgal)                       NAVD 88
 JZ1532
 JZ1532  VERT ORDER  -  SECOND    CLASS 0
 JZ1532
 JZ1532.The horizontal coordinates were scaled from a topographic map and have
 JZ1532.an estimated accuracy of +/- 6 seconds.
 JZ1532
 JZ1532.The orthometric height was determined by differential leveling
 JZ1532.and adjusted by the National Geodetic Survey in June 1991..
 JZ1532
 JZ1532.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1532.See file dsdata.txt to determine how the superseded data were derived.
 JZ1532
 JZ1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK594084(NAD 83)
 JZ1532_MARKER: DD = SURVEY DISK
 JZ1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1532_STAMPING: K-21 1928
 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             NGS
 JZ1532
 JZ1532                          STATION DESCRIPTION
 JZ1532
 JZ1532'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0490 ***********************************************************************
 LB0490  DESIGNATION -  K 210
 LB0490  PID         -  LB0490
 LB0490  STATE/COUNTY-  IN/TIPTON
 LB0490  USGS QUAD   -  SHERIDAN (1992)
 LB0490
 LB0490                         *CURRENT SURVEY CONTROL
 LB0490  ___________________________________________________________________
 LB0490* NAD 83(1986)-  40 14 16.     (N)    086 14 11.     (W)     SCALED    
 LB0490* NAVD 88     -       282.310  (meters)     926.21   (feet)  ADJUSTED  
 LB0490  ___________________________________________________________________
 LB0490  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 LB0490  DYNAMIC HT  -         282.155 (meters)     925.70  (feet)  COMP
 LB0490  MODELED GRAV-     980,069.3   (mgal)                       NAVD 88
 LB0490
 LB0490  VERT ORDER  -  SECOND    CLASS 0
 LB0490
 LB0490.The horizontal coordinates were scaled from a topographic map and have
 LB0490.an estimated accuracy of +/- 6 seconds.
 LB0490
 LB0490.The orthometric height was determined by differential leveling
 LB0490.and adjusted by the National Geodetic Survey in June 1991..
 LB0490
 LB0490.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0490.See file dsdata.txt to determine how the superseded data were derived.
 LB0490
 LB0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK649544(NAD 83)
 LB0490_MARKER: DB = BENCH MARK DISK
 LB0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0490_STAMPING: K 210 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1961
 LB0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0483 ***********************************************************************
 LB0483  DESIGNATION -  K 211
 LB0483  PID         -  LB0483
 LB0483  STATE/COUNTY-  IN/HAMILTON
 LB0483  USGS QUAD   -  SHERIDAN (1992)
 LB0483
 LB0483                         *CURRENT SURVEY CONTROL
 LB0483  ___________________________________________________________________
 LB0483* NAD 83(1986)-  40 10 38.     (N)    086 13 15.     (W)     SCALED    
 LB0483* NAVD 88     -       286.194  (meters)     938.95   (feet)  ADJUSTED  
 LB0483  ___________________________________________________________________
 LB0483  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 LB0483  DYNAMIC HT  -         286.036 (meters)     938.44  (feet)  COMP
 LB0483  MODELED GRAV-     980,065.4   (mgal)                       NAVD 88
 LB0483
 LB0483  VERT ORDER  -  SECOND    CLASS 0
 LB0483
 LB0483.This mark is at Sheridan Airport (5I4)
 LB0483
 LB0483.The horizontal coordinates were scaled from a topographic map and have
 LB0483.an estimated accuracy of +/- 6 seconds.
 LB0483
 LB0483.The orthometric height was determined by differential leveling
 LB0483.and adjusted by the National Geodetic Survey in June 1991..
 LB0483
 LB0483.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB0483
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0483.See file dsdata.txt to determine how the superseded data were derived.
 LB0483
 LB0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK663477(NAD 83)
 LB0483_MARKER: DB = BENCH MARK DISK
 LB0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0483_STAMPING: K 211 1946
 LB0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0483+STABILITY: SURFACE MOTION
 LB0483
 LB0483  HISTORY     - Date     Condition        Report By
 LB0483  HISTORY     - 1946     MONUMENTED       CGS
 LB0483  HISTORY     - 1961     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1961
 LB0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0375 ***********************************************************************
 LB0375  DESIGNATION -  K 212
 LB0375  PID         -  LB0375
 LB0375  STATE/COUNTY-  IN/HAMILTON
 LB0375  USGS QUAD   -  SHERIDAN (1992)
 LB0375
 LB0375                         *CURRENT SURVEY CONTROL
 LB0375  ___________________________________________________________________
 LB0375* NAD 83(1986)-  40 10 27.     (N)    086 07 41.     (W)     SCALED    
 LB0375* NAVD 88     -       275.566  (meters)     904.09   (feet)  ADJUSTED  
 LB0375  ___________________________________________________________________
 LB0375  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 LB0375  DYNAMIC HT  -         275.414 (meters)     903.59  (feet)  COMP
 LB0375  MODELED GRAV-     980,068.0   (mgal)                       NAVD 88
 LB0375
 LB0375  VERT ORDER  -  SECOND    CLASS 0
 LB0375
 LB0375.The horizontal coordinates were scaled from a topographic map and have
 LB0375.an estimated accuracy of +/- 6 seconds.
 LB0375
 LB0375.The orthometric height was determined by differential leveling
 LB0375.and adjusted by the National Geodetic Survey in June 1991..
 LB0375
 LB0375.The geoid height was determined by GEOID03.
 LB0375
 LB0375.The dynamic height is computed by dividing the NAVD 88
 LB0375.geopotential number by the normal gravity value computed on the
 LB0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0375.degrees latitude (g = 980.6199 gals.).
 LB0375
 LB0375.The modeled gravity was interpolated from observed gravity values.
 LB0375
 LB0375;                    North         East    Units  Estimated Accuracy
 LB0375;SPC IN E     -   546,960.       60,700.      MT  (+/- 180 meters Scaled)
 LB0375
 LB0375                          SUPERSEDED SURVEY CONTROL
 LB0375
 LB0375  NGVD 29 (??/??/92)  275.68   (m)          904.5    (f) COMPUTED    2 0
 LB0375
 LB0375.Superseded values are not recommended for survey control.
 LB0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0375.See file dsdata.txt to determine how the superseded data were derived.
 LB0375
 LB0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK742474(NAD 83)
 LB0375_MARKER: DB = BENCH MARK DISK
 LB0375_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0375_SP_SET: BRIDGE RAILING
 LB0375_STAMPING: K 212 1946
 LB0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0375
 LB0375  HISTORY     - Date     Condition        Report By
 LB0375  HISTORY     - 1946     MONUMENTED       CGS
 LB0375
 LB0375                          STATION DESCRIPTION
 LB0375
 LB0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0375'2.9 MI S FROM EAST UNION.
 LB0375'ABOUT 2.9 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE EAST UNION
 LB0375'CHRISTIAN CHURCH AT EAST UNION, ABOUT 190 YARDS SOUTH OF A GRAVEL
 LB0375'ROAD LEADING EAST, AND ABOUT 80 YARDS SOUTH OF THE JUNCTION OF A
 LB0375'GRAVEL ROAD LEADING WEST, SET IN THE TOP OF THE CENTER OF THE
 LB0375'WEST CONCRETE BRIDGE RAILING OF AN 8 FOOT CONCRETE BRIDGE OVER A
 LB0375'DITCH, 12 FEET WEST OF AND ABOUT 3 FEET ABOVE THE CENTER LINE OF
 LB0375'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0979 ***********************************************************************
 LA0979  DESIGNATION -  K 213
 LA0979  PID         -  LA0979
 LA0979  STATE/COUNTY-  IN/HUNTINGTON
 LA0979  USGS QUAD   -  LIBERTY CENTER (1962)
 LA0979
 LA0979                         *CURRENT SURVEY CONTROL
 LA0979  ___________________________________________________________________
 LA0979* NAD 83(1986)-  40 44 31.     (N)    085 22 25.     (W)     SCALED    
 LA0979* NAVD 88     -       260.813  (meters)     855.68   (feet)  ADJUSTED  
 LA0979  ___________________________________________________________________
 LA0979  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 LA0979  DYNAMIC HT  -         260.686 (meters)     855.27  (feet)  COMP
 LA0979  MODELED GRAV-     980,132.0   (mgal)                       NAVD 88
 LA0979
 LA0979  VERT ORDER  -  SECOND    CLASS 0
 LA0979
 LA0979.The horizontal coordinates were scaled from a topographic map and have
 LA0979.an estimated accuracy of +/- 6 seconds.
 LA0979
 LA0979.The orthometric height was determined by differential leveling
 LA0979.and adjusted by the National Geodetic Survey in June 1991..
 LA0979
 LA0979.The geoid height was determined by GEOID03.
 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     -   609,940.      124,750.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0979.See file dsdata.txt to determine how the superseded data were derived.
 LA0979
 LA0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL373113(NAD 83)
 LA0979_MARKER: DB = BENCH MARK DISK
 LA0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0979_STAMPING: K 213 1947
 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 = OCTOBER  6, 2006
 LA0911 ***********************************************************************
 LA0911  DESIGNATION -  K 214
 LA0911  PID         -  LA0911
 LA0911  STATE/COUNTY-  IN/HUNTINGTON
 LA0911  USGS QUAD   -  LIBERTY CENTER (1962)
 LA0911
 LA0911                         *CURRENT SURVEY CONTROL
 LA0911  ___________________________________________________________________
 LA0911* NAD 83(1986)-  40 40 08.     (N)    085 22 23.     (W)     SCALED    
 LA0911* NAVD 88     -       258.845  (meters)     849.23   (feet)  ADJUSTED  
 LA0911  ___________________________________________________________________
 LA0911  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 LA0911  DYNAMIC HT  -         258.716 (meters)     848.80  (feet)  COMP
 LA0911  MODELED GRAV-     980,122.3   (mgal)                       NAVD 88
 LA0911
 LA0911  VERT ORDER  -  SECOND    CLASS 0
 LA0911
 LA0911.The horizontal coordinates were scaled from a topographic map and have
 LA0911.an estimated accuracy of +/- 6 seconds.
 LA0911
 LA0911.The orthometric height was determined by differential leveling
 LA0911.and adjusted by the National Geodetic Survey in June 1991..
 LA0911
 LA0911.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0911.See file dsdata.txt to determine how the superseded data were derived.
 LA0911
 LA0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL375032(NAD 83)
 LA0911_MARKER: DB = BENCH MARK DISK
 LA0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0911_STAMPING: K 214 1947
 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 = OCTOBER  6, 2006
 LA0956 ***********************************************************************
 LA0956  DESIGNATION -  K 216
 LA0956  PID         -  LA0956
 LA0956  STATE/COUNTY-  IN/WELLS
 LA0956  USGS QUAD   -  LIBERTY CENTER (1962)
 LA0956
 LA0956                         *CURRENT SURVEY CONTROL
 LA0956  ___________________________________________________________________
 LA0956* NAD 83(1986)-  40 39 16.     (N)    085 16 43.     (W)     SCALED    
 LA0956* NAVD 88     -       261.058  (meters)     856.49   (feet)  ADJUSTED  
 LA0956  ___________________________________________________________________
 LA0956  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LA0956  DYNAMIC HT  -         260.929 (meters)     856.06  (feet)  COMP
 LA0956  MODELED GRAV-     980,123.9   (mgal)                       NAVD 88
 LA0956
 LA0956  VERT ORDER  -  SECOND    CLASS 0
 LA0956
 LA0956.The horizontal coordinates were scaled from a topographic map and have
 LA0956.an estimated accuracy of +/- 6 seconds.
 LA0956
 LA0956.The orthometric height was determined by differential leveling
 LA0956.and adjusted by the National Geodetic Survey in June 1991..
 LA0956
 LA0956.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0956.See file dsdata.txt to determine how the superseded data were derived.
 LA0956
 LA0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL455018(NAD 83)
 LA0956_MARKER: DB = BENCH MARK DISK
 LA0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0956_STAMPING: K-216-1947
 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             NGS
 LA0956
 LA0956                          STATION DESCRIPTION
 LA0956
 LA0956'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1235 ***********************************************************************
 LA1235  DESIGNATION -  K 217
 LA1235  PID         -  LA1235
 LA1235  STATE/COUNTY-  IN/DELAWARE
 LA1235  USGS QUAD   -  WHEELING (1994)
 LA1235
 LA1235                         *CURRENT SURVEY CONTROL
 LA1235  ___________________________________________________________________
 LA1235* NAD 83(1986)-  40 21 46.     (N)    085 28 05.     (W)     SCALED    
 LA1235* NAVD 88     -       264.575  (meters)     868.03   (feet)  ADJUSTED  
 LA1235  ___________________________________________________________________
 LA1235  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 LA1235  DYNAMIC HT  -         264.438 (meters)     867.58  (feet)  COMP
 LA1235  MODELED GRAV-     980,104.2   (mgal)                       NAVD 88
 LA1235
 LA1235  VERT ORDER  -  SECOND    CLASS 0
 LA1235
 LA1235.The horizontal coordinates were scaled from a topographic map and have
 LA1235.an estimated accuracy of +/- 6 seconds.
 LA1235
 LA1235.The orthometric height was determined by differential leveling
 LA1235.and adjusted by the National Geodetic Survey in June 1991..
 LA1235
 LA1235.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1235.See file dsdata.txt to determine how the superseded data were derived.
 LA1235
 LA1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK300691(NAD 83)
 LA1235_MARKER: DB = BENCH MARK DISK
 LA1235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1235_SP_SET: CULVERT
 LA1235_STAMPING: K 217 1947
 LA1235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1519 ***********************************************************************
 LA1519  DESIGNATION -  K 218
 LA1519  PID         -  LA1519
 LA1519  STATE/COUNTY-  IN/DELAWARE
 LA1519  USGS QUAD   -  GILMAN (1994)
 LA1519
 LA1519                         *CURRENT SURVEY CONTROL
 LA1519  ___________________________________________________________________
 LA1519* NAD 83(1986)-  40 13 07.     (N)    085 34 32.     (W)     SCALED    
 LA1519* NAVD 88     -       274.748  (meters)     901.40   (feet)  ADJUSTED  
 LA1519  ___________________________________________________________________
 LA1519  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 LA1519  DYNAMIC HT  -         274.604 (meters)     900.93  (feet)  COMP
 LA1519  MODELED GRAV-     980,092.4   (mgal)                       NAVD 88
 LA1519
 LA1519  VERT ORDER  -  SECOND    CLASS 0
 LA1519
 LA1519.The horizontal coordinates were scaled from a topographic map and have
 LA1519.an estimated accuracy of +/- 6 seconds.
 LA1519
 LA1519.The orthometric height was determined by differential leveling
 LA1519.and adjusted by the National Geodetic Survey in June 1991..
 LA1519
 LA1519.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1519.See file dsdata.txt to determine how the superseded data were derived.
 LA1519
 LA1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK212529(NAD 83)
 LA1519_MARKER: DB = BENCH MARK DISK
 LA1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1519_STAMPING: K 218 1947
 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 = OCTOBER  6, 2006
 LA1218 ***********************************************************************
 LA1218  DESIGNATION -  K 219
 LA1218  PID         -  LA1218
 LA1218  STATE/COUNTY-  IN/DELAWARE
 LA1218  USGS QUAD   -  MUNCIE WEST (1992)
 LA1218
 LA1218                         *CURRENT SURVEY CONTROL
 LA1218  ___________________________________________________________________
 LA1218* NAD 83(1986)-  40 12 54.     (N)    085 24 01.     (W)     SCALED    
 LA1218* NAVD 88     -       288.977  (meters)     948.09   (feet)  ADJUSTED  
 LA1218  ___________________________________________________________________
 LA1218  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 LA1218  DYNAMIC HT  -         288.824 (meters)     947.58  (feet)  COMP
 LA1218  MODELED GRAV-     980,088.5   (mgal)                       NAVD 88
 LA1218
 LA1218  VERT ORDER  -  SECOND    CLASS 0
 LA1218
 LA1218.The horizontal coordinates were scaled from a topographic map and have
 LA1218.an estimated accuracy of +/- 6 seconds.
 LA1218
 LA1218.The orthometric height was determined by differential leveling
 LA1218.and adjusted by the National Geodetic Survey in June 1991..
 LA1218
 LA1218.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1218.See file dsdata.txt to determine how the superseded data were derived.
 LA1218
 LA1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK361528(NAD 83)
 LA1218_MARKER: DB = BENCH MARK DISK
 LA1218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1218_SP_SET: BRIDGE
 LA1218_STAMPING: K 219 1947
 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 = OCTOBER  6, 2006
 MD0689 ***********************************************************************
 MD0689  DESIGNATION -  K 22
 MD0689  PID         -  MD0689
 MD0689  STATE/COUNTY-  IN/DE KALB
 MD0689  USGS QUAD   -  WATERLOO (1979)
 MD0689
 MD0689                         *CURRENT SURVEY CONTROL
 MD0689  ___________________________________________________________________
 MD0689* NAD 83(1986)-  41 23 47.     (N)    085 03 20.     (W)     SCALED    
 MD0689* NAVD 88     -       272.700  (meters)     894.68   (feet)  ADJUSTED  
 MD0689  ___________________________________________________________________
 MD0689  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 MD0689  DYNAMIC HT  -         272.591 (meters)     894.33  (feet)  COMP
 MD0689  MODELED GRAV-     980,217.9   (mgal)                       NAVD 88
 MD0689
 MD0689  VERT ORDER  -  SECOND    CLASS 0
 MD0689
 MD0689.The horizontal coordinates were scaled from a topographic map and have
 MD0689.an estimated accuracy of +/- 6 seconds.
 MD0689
 MD0689.The orthometric height was determined by differential leveling
 MD0689.and adjusted by the National Geodetic Survey in June 1991..
 MD0689.WARNING-Repeat measurements at this control monument indicate possible
 MD0689.vertical movement.
 MD0689
 MD0689.The geoid height was determined by GEOID03.
 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.      151,110.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0689.See file dsdata.txt to determine how the superseded data were derived.
 MD0689
 MD0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL625845(NAD 83)
 MD0689_MARKER: DB = BENCH MARK DISK
 MD0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0689_STAMPING: K 22 1934
 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             NGS
 MD0689
 MD0689                          STATION DESCRIPTION
 MD0689
 MD0689'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1249 ***********************************************************************
 LA1249  DESIGNATION -  K 220
 LA1249  PID         -  LA1249
 LA1249  STATE/COUNTY-  IN/BLACKFORD
 LA1249  USGS QUAD   -  HARTFORD CITY EAST (1994)
 LA1249
 LA1249                         *CURRENT SURVEY CONTROL
 LA1249  ___________________________________________________________________
 LA1249* NAD 83(1986)-  40 22 42.     (N)    085 16 38.     (W)     SCALED    
 LA1249* NAVD 88     -       275.757  (meters)     904.71   (feet)  ADJUSTED  
 LA1249  ___________________________________________________________________
 LA1249  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 LA1249  DYNAMIC HT  -         275.616 (meters)     904.25  (feet)  COMP
 LA1249  MODELED GRAV-     980,103.7   (mgal)                       NAVD 88
 LA1249
 LA1249  VERT ORDER  -  SECOND    CLASS 0
 LA1249
 LA1249.The horizontal coordinates were scaled from a topographic map and have
 LA1249.an estimated accuracy of +/- 6 seconds.
 LA1249
 LA1249.The orthometric height was determined by differential leveling
 LA1249.and adjusted by the National Geodetic Survey in June 1991..
 LA1249
 LA1249.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1249.See file dsdata.txt to determine how the superseded data were derived.
 LA1249
 LA1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK462711(NAD 83)
 LA1249_MARKER: DB = BENCH MARK DISK
 LA1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1249_STAMPING: K 220 1947
 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 = OCTOBER  6, 2006
 MD0551 ***********************************************************************
 MD0551  DESIGNATION -  K 221 RESET 1961
 MD0551  PID         -  MD0551
 MD0551  STATE/COUNTY-  IN/ALLEN
 MD0551  USGS QUAD   -  MAPLES (1992)
 MD0551
 MD0551                         *CURRENT SURVEY CONTROL
 MD0551  ___________________________________________________________________
 MD0551* NAD 83(1986)-  41 02 38.     (N)    084 58 14.     (W)     SCALED    
 MD0551* NAVD 88     -       241.30   (meters)     791.7    (feet)  RESET     
 MD0551  ___________________________________________________________________
 MD0551  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 MD0551
 MD0551  VERT ORDER  -  THIRD
 MD0551
 MD0551.The horizontal coordinates were scaled from a topographic map and have
 MD0551.an estimated accuracy of +/- 6 seconds.
 MD0551
 MD0551.The orthometric height was computed from unverified reset data.
 MD0551
 MD0551.The geoid height was determined by GEOID03.
 MD0551
 MD0551;                    North         East    Units  Estimated Accuracy
 MD0551;SPC IN E     -   643,670.      158,530.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0551.See file dsdata.txt to determine how the superseded data were derived.
 MD0551
 MD0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL705456(NAD 83)
 MD0551_MARKER: DB = BENCH MARK DISK
 MD0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0551_STAMPING: K-221-RESET-1961
 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 = OCTOBER  6, 2006
 MD0561 ***********************************************************************
 MD0561  DESIGNATION -  K 222
 MD0561  PID         -  MD0561
 MD0561  STATE/COUNTY-  IN/ALLEN
 MD0561  USGS QUAD   -  WOODBURN SOUTH (1992)
 MD0561
 MD0561                         *CURRENT SURVEY CONTROL
 MD0561  ___________________________________________________________________
 MD0561* NAD 83(1986)-  41 00 20.     (N)    084 50 07.     (W)     SCALED    
 MD0561* NAVD 88     -       235.532  (meters)     772.74   (feet)  ADJUSTED  
 MD0561  ___________________________________________________________________
 MD0561  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MD0561  DYNAMIC HT  -         235.434 (meters)     772.42  (feet)  COMP
 MD0561  MODELED GRAV-     980,200.9   (mgal)                       NAVD 88
 MD0561
 MD0561  VERT ORDER  -  SECOND    CLASS 0
 MD0561
 MD0561.The horizontal coordinates were scaled from a topographic map and have
 MD0561.an estimated accuracy of +/- 6 seconds.
 MD0561
 MD0561.The orthometric height was determined by differential leveling
 MD0561.and adjusted by the National Geodetic Survey in June 1991..
 MD0561
 MD0561.The geoid height was determined by GEOID03.
 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     -   639,510.      169,940.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0561.See file dsdata.txt to determine how the superseded data were derived.
 MD0561
 MD0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL820416(NAD 83)
 MD0561_MARKER: DB = BENCH MARK DISK
 MD0561_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0561_SP_SET: ABUTMENT
 MD0561_STAMPING: K 222 1947
 MD0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0561
 MD0561  HISTORY     - Date     Condition        Report By
 MD0561  HISTORY     - 1947     MONUMENTED       CGS
 MD0561  HISTORY     - 1962     GOOD             NGS
 MD0561
 MD0561                          STATION DESCRIPTION
 MD0561
 MD0561'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0696 ***********************************************************************
 LA0696  DESIGNATION -  K 223
 LA0696  PID         -  LA0696
 LA0696  STATE/COUNTY-  IN/ADAMS
 LA0696  USGS QUAD   -  HOAGLAND (1994)
 LA0696
 LA0696                         *CURRENT SURVEY CONTROL
 LA0696  ___________________________________________________________________
 LA0696* NAD 83(1986)-  40 52 36.     (N)    084 52 50.     (W)     SCALED    
 LA0696* NAVD 88     -       256.695  (meters)     842.17   (feet)  ADJUSTED  
 LA0696  ___________________________________________________________________
 LA0696  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 LA0696  DYNAMIC HT  -         256.585 (meters)     841.81  (feet)  COMP
 LA0696  MODELED GRAV-     980,187.2   (mgal)                       NAVD 88
 LA0696
 LA0696  VERT ORDER  -  SECOND    CLASS 0
 LA0696
 LA0696.The horizontal coordinates were scaled from a topographic map and have
 LA0696.an estimated accuracy of +/- 6 seconds.
 LA0696
 LA0696.The orthometric height was determined by differential leveling
 LA0696.and adjusted by the National Geodetic Survey in June 1991..
 LA0696
 LA0696.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0696.See file dsdata.txt to determine how the superseded data were derived.
 LA0696
 LA0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL785272(NAD 83)
 LA0696_MARKER: DB = BENCH MARK DISK
 LA0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0696_STAMPING: K 223 1947
 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 = OCTOBER  6, 2006
 LA0844 ***********************************************************************
 LA0844  DESIGNATION -  K 224
 LA0844  PID         -  LA0844
 LA0844  STATE/COUNTY-  IN/WELLS
 LA0844  USGS QUAD   -  LINN GROVE (1994)
 LA0844
 LA0844                         *CURRENT SURVEY CONTROL
 LA0844  ___________________________________________________________________
 LA0844* NAD 83(1986)-  40 44 35.     (N)    085 05 20.     (W)     SCALED    
 LA0844* NAVD 88     -       262.975  (meters)     862.78   (feet)  ADJUSTED  
 LA0844  ___________________________________________________________________
 LA0844  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 LA0844  DYNAMIC HT  -         262.852 (meters)     862.37  (feet)  COMP
 LA0844  MODELED GRAV-     980,147.9   (mgal)                       NAVD 88
 LA0844
 LA0844  VERT ORDER  -  SECOND    CLASS 0
 LA0844
 LA0844.The horizontal coordinates were scaled from a topographic map and have
 LA0844.an estimated accuracy of +/- 6 seconds.
 LA0844
 LA0844.The orthometric height was determined by differential leveling
 LA0844.and adjusted by the National Geodetic Survey in June 1991..
 LA0844
 LA0844.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0844.See file dsdata.txt to determine how the superseded data were derived.
 LA0844
 LA0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL613119(NAD 83)
 LA0844_MARKER: DB = BENCH MARK DISK
 LA0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0844_STAMPING: K 224 1947
 LA0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0844+STABILITY: SURFACE MOTION
 LA0844
 LA0844  HISTORY     - Date     Condition        Report By
 LA0844  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0838 ***********************************************************************
 LA0838  DESIGNATION -  K 225
 LA0838  PID         -  LA0838
 LA0838  STATE/COUNTY-  IN/ADAMS
 LA0838  USGS QUAD   -  LINN GROVE (1994)
 LA0838
 LA0838                         *CURRENT SURVEY CONTROL
 LA0838  ___________________________________________________________________
 LA0838* NAD 83(1986)-  40 39 21.     (N)    085 01 57.     (W)     SCALED    
 LA0838* NAVD 88     -       253.624  (meters)     832.10   (feet)  ADJUSTED  
 LA0838  ___________________________________________________________________
 LA0838  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 LA0838  DYNAMIC HT  -         253.502 (meters)     831.70  (feet)  COMP
 LA0838  MODELED GRAV-     980,139.0   (mgal)                       NAVD 88
 LA0838
 LA0838  VERT ORDER  -  SECOND    CLASS 0
 LA0838
 LA0838.The horizontal coordinates were scaled from a topographic map and have
 LA0838.an estimated accuracy of +/- 6 seconds.
 LA0838
 LA0838.The orthometric height was determined by differential leveling
 LA0838.and adjusted by the National Geodetic Survey in June 1991..
 LA0838
 LA0838.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0838.See file dsdata.txt to determine how the superseded data were derived.
 LA0838
 LA0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL663024(NAD 83)
 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_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 = OCTOBER  6, 2006
 LA0365 ***********************************************************************
 LA0365  DESIGNATION -  K 226
 LA0365  PID         -  LA0365
 LA0365  STATE/COUNTY-  IN/JAY
 LA0365  USGS QUAD   -  PORTLAND (1992)
 LA0365
 LA0365                         *CURRENT SURVEY CONTROL
 LA0365  ___________________________________________________________________
 LA0365* NAD 83(1986)-  40 29 50.     (N)    084 58 44.     (W)     SCALED    
 LA0365* NAVD 88     -       270.464  (meters)     887.35   (feet)  ADJUSTED  
 LA0365  ___________________________________________________________________
 LA0365  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 LA0365  DYNAMIC HT  -         270.332 (meters)     886.91  (feet)  COMP
 LA0365  MODELED GRAV-     980,129.5   (mgal)                       NAVD 88
 LA0365
 LA0365  VERT ORDER  -  SECOND    CLASS 0
 LA0365
 LA0365.The horizontal coordinates were scaled from a topographic map and have
 LA0365.an estimated accuracy of +/- 6 seconds.
 LA0365
 LA0365.The orthometric height was determined by differential leveling
 LA0365.and adjusted by the National Geodetic Survey in June 1991..
 LA0365
 LA0365.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0365.See file dsdata.txt to determine how the superseded data were derived.
 LA0365
 LA0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK712849(NAD 83)
 LA0365_MARKER: DB = BENCH MARK DISK
 LA0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0365_SP_SET: CULVERT
 LA0365_STAMPING: K 226 1947
 LA0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA0535 ***********************************************************************
 LA0535  DESIGNATION -  K 227 RESET 1962
 LA0535  PID         -  LA0535
 LA0535  STATE/COUNTY-  IN/JAY
 LA0535  USGS QUAD   -  GENEVA (1994)
 LA0535
 LA0535                         *CURRENT SURVEY CONTROL
 LA0535  ___________________________________________________________________
 LA0535* NAD 83(1986)-  40 32 30.     (N)    084 55 06.     (W)     SCALED    
 LA0535* NAVD 88     -       261.11   (meters)     856.7    (feet)  RESET     
 LA0535  ___________________________________________________________________
 LA0535  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 LA0535
 LA0535  VERT ORDER  -  THIRD
 LA0535
 LA0535.The horizontal coordinates were scaled from a topographic map and have
 LA0535.an estimated accuracy of +/- 6 seconds.
 LA0535
 LA0535.The orthometric height was computed from unverified reset data.
 LA0535
 LA0535.The geoid height was determined by GEOID03.
 LA0535
 LA0535;                    North         East    Units  Estimated Accuracy
 LA0535;SPC IN E     -   587,930.      163,390.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0535.See file dsdata.txt to determine how the superseded data were derived.
 LA0535
 LA0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK762899(NAD 83)
 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_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 = OCTOBER  6, 2006
 LA0448 ***********************************************************************
 LA0448  DESIGNATION -  K 228
 LA0448  PID         -  LA0448
 LA0448  STATE/COUNTY-  IN/RANDOLPH
 LA0448  USGS QUAD   -  SPARTANBURG (1992)
 LA0448
 LA0448                         *CURRENT SURVEY CONTROL
 LA0448  ___________________________________________________________________
 LA0448* NAD 83(1986)-  40 02 04.     (N)    084 49 46.     (W)     SCALED    
 LA0448* NAVD 88     -       367.085  (meters)    1204.34   (feet)  ADJUSTED  
 LA0448  ___________________________________________________________________
 LA0448  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 LA0448  DYNAMIC HT  -         366.879 (meters)    1203.67  (feet)  COMP
 LA0448  MODELED GRAV-     980,055.3   (mgal)                       NAVD 88
 LA0448
 LA0448  VERT ORDER  -  SECOND    CLASS 0
 LA0448
 LA0448.The horizontal coordinates were scaled from a topographic map and have
 LA0448.an estimated accuracy of +/- 6 seconds.
 LA0448
 LA0448.The orthometric height was determined by differential leveling
 LA0448.and adjusted by the National Geodetic Survey in June 1991..
 LA0448
 LA0448.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0448.See file dsdata.txt to determine how the superseded data were derived.
 LA0448
 LA0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK851338(NAD 83)
 LA0448_MARKER: DB = BENCH MARK DISK
 LA0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0448_SP_SET: 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 = OCTOBER  6, 2006
 LA0419 ***********************************************************************
 LA0419  DESIGNATION -  K 229
 LA0419  PID         -  LA0419
 LA0419  STATE/COUNTY-  IN/RANDOLPH
 LA0419  USGS QUAD   -  LYNN (1994)
 LA0419
 LA0419                         *CURRENT SURVEY CONTROL
 LA0419  ___________________________________________________________________
 LA0419* NAD 83(1986)-  40 01 56.     (N)    084 59 38.     (W)     SCALED    
 LA0419* NAVD 88     -       360.693  (meters)    1183.37   (feet)  ADJUSTED  
 LA0419  ___________________________________________________________________
 LA0419  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 LA0419  DYNAMIC HT  -         360.491 (meters)    1182.71  (feet)  COMP
 LA0419  MODELED GRAV-     980,057.1   (mgal)                       NAVD 88
 LA0419
 LA0419  VERT ORDER  -  SECOND    CLASS 0
 LA0419
 LA0419.The horizontal coordinates were scaled from a topographic map and have
 LA0419.an estimated accuracy of +/- 6 seconds.
 LA0419
 LA0419.The orthometric height was determined by differential leveling
 LA0419.and adjusted by the National Geodetic Survey in June 1991..
 LA0419
 LA0419.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0419.See file dsdata.txt to determine how the superseded data were derived.
 LA0419
 LA0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK711332(NAD 83)
 LA0419_MARKER: DB = BENCH MARK DISK
 LA0419_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0419_SP_SET: BRIDGE
 LA0419_STAMPING: K 229 1947
 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 = OCTOBER  6, 2006
 ME0130 ***********************************************************************
 ME0130  DESIGNATION -  K 23
 ME0130  PID         -  ME0130
 ME0130  STATE/COUNTY-  IN/ST JOSEPH
 ME0130  USGS QUAD   -  SOUTH BEND WEST (1986)
 ME0130
 ME0130                         *CURRENT SURVEY CONTROL
 ME0130  ___________________________________________________________________
 ME0130* NAD 83(1986)-  41 40 05.     (N)    086 16 27.     (W)     SCALED    
 ME0130* NAVD 88     -       219.046  (meters)     718.65   (feet)  ADJUSTED  
 ME0130  ___________________________________________________________________
 ME0130  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME0130  DYNAMIC HT  -         218.961 (meters)     718.37  (feet)  COMP
 ME0130  MODELED GRAV-     980,232.3   (mgal)                       NAVD 88
 ME0130
 ME0130  VERT ORDER  -  SECOND    CLASS 0
 ME0130
 ME0130.The horizontal coordinates were scaled from a topographic map and have
 ME0130.an estimated accuracy of +/- 6 seconds.
 ME0130
 ME0130.The orthometric height was determined by differential leveling
 ME0130.and adjusted by the National Geodetic Survey in June 1991..
 ME0130
 ME0130.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0130.See file dsdata.txt to determine how the superseded data were derived.
 ME0130
 ME0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM604131(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0130
 ME0130  HISTORY     - Date     Condition        Report By
 ME0130  HISTORY     - 1934     MONUMENTED       CGS
 ME0130  HISTORY     - 1941     GOOD             NGS
 ME0130  HISTORY     - 20060309 MARK NOT FOUND   INDIV
 ME0130
 ME0130                          STATION DESCRIPTION
 ME0130
 ME0130'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1157 ***********************************************************************
 JZ1157  DESIGNATION -  K 230
 JZ1157  PID         -  JZ1157
 JZ1157  STATE/COUNTY-  IN/WAYNE
 JZ1157  USGS QUAD   -  FOUNTAIN CITY (1960)
 JZ1157
 JZ1157                         *CURRENT SURVEY CONTROL
 JZ1157  ___________________________________________________________________
 JZ1157* NAD 83(1986)-  39 57 19.     (N)    084 55 13.     (W)     SCALED    
 JZ1157* NAVD 88     -       339.348  (meters)    1113.34   (feet)  ADJUSTED  
 JZ1157  ___________________________________________________________________
 JZ1157  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JZ1157  DYNAMIC HT  -         339.154 (meters)    1112.71  (feet)  COMP
 JZ1157  MODELED GRAV-     980,044.7   (mgal)                       NAVD 88
 JZ1157
 JZ1157  VERT ORDER  -  SECOND    CLASS 0
 JZ1157
 JZ1157.The horizontal coordinates were scaled from a topographic map and have
 JZ1157.an estimated accuracy of +/- 6 seconds.
 JZ1157
 JZ1157.The orthometric height was determined by differential leveling
 JZ1157.and adjusted by the National Geodetic Survey in June 1991..
 JZ1157
 JZ1157.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1157.See file dsdata.txt to determine how the superseded data were derived.
 JZ1157
 JZ1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK776248(NAD 83)
 JZ1157_MARKER: DB = BENCH MARK DISK
 JZ1157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1157_SP_SET: BUILDING
 JZ1157_STAMPING: K 230 1947
 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 = OCTOBER  6, 2006
 LA1061 ***********************************************************************
 LA1061  DESIGNATION -  K 231
 LA1061  PID         -  LA1061
 LA1061  STATE/COUNTY-  IN/JAY
 LA1061  USGS QUAD   -  REDKEY (1981)
 LA1061
 LA1061                         *CURRENT SURVEY CONTROL
 LA1061  ___________________________________________________________________
 LA1061* NAD 83(1986)-  40 19 19.     (N)    085 07 48.     (W)     SCALED    
 LA1061* NAVD 88     -       300.434  (meters)     985.67   (feet)  ADJUSTED  
 LA1061  ___________________________________________________________________
 LA1061  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 LA1061  DYNAMIC HT  -         300.279 (meters)     985.17  (feet)  COMP
 LA1061  MODELED GRAV-     980,099.7   (mgal)                       NAVD 88
 LA1061
 LA1061  VERT ORDER  -  SECOND    CLASS 0
 LA1061
 LA1061.The horizontal coordinates were scaled from a topographic map and have
 LA1061.an estimated accuracy of +/- 6 seconds.
 LA1061
 LA1061.The orthometric height was determined by differential leveling
 LA1061.and adjusted by the National Geodetic Survey in June 1991..
 LA1061
 LA1061.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1061.See file dsdata.txt to determine how the superseded data were derived.
 LA1061
 LA1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK588651(NAD 83)
 LA1061_MARKER: DB = BENCH MARK DISK
 LA1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1061_STAMPING: K 231 1947
 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 = OCTOBER  6, 2006
 LA0408 ***********************************************************************
 LA0408  DESIGNATION -  K 232
 LA0408  PID         -  LA0408
 LA0408  STATE/COUNTY-  IN/RANDOLPH
 LA0408  USGS QUAD   -  DEERFIELD (1992)
 LA0408
 LA0408                         *CURRENT SURVEY CONTROL
 LA0408  ___________________________________________________________________
 LA0408* NAD 83(1986)-  40 17 42.     (N)    084 58 36.     (W)     SCALED    
 LA0408* NAVD 88     -       307.140  (meters)    1007.68   (feet)  ADJUSTED  
 LA0408  ___________________________________________________________________
 LA0408  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 LA0408  DYNAMIC HT  -         306.982 (meters)    1007.16  (feet)  COMP
 LA0408  MODELED GRAV-     980,102.6   (mgal)                       NAVD 88
 LA0408
 LA0408  VERT ORDER  -  SECOND    CLASS 0
 LA0408
 LA0408.The horizontal coordinates were scaled from a topographic map and have
 LA0408.an estimated accuracy of +/- 6 seconds.
 LA0408
 LA0408.The orthometric height was determined by differential leveling
 LA0408.and adjusted by the National Geodetic Survey in June 1991..
 LA0408
 LA0408.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0408.See file dsdata.txt to determine how the superseded data were derived.
 LA0408
 LA0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK719624(NAD 83)
 LA0408_MARKER: DB = BENCH MARK DISK
 LA0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0408_STAMPING: K 232 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0409 ***********************************************************************
 LA0409  DESIGNATION -  K 232 RESET 1965
 LA0409  PID         -  LA0409
 LA0409  STATE/COUNTY-  IN/RANDOLPH
 LA0409  USGS QUAD   -  DEERFIELD (1992)
 LA0409
 LA0409                         *CURRENT SURVEY CONTROL
 LA0409  ___________________________________________________________________
 LA0409* NAD 83(1986)-  40 17 42.     (N)    084 58 36.     (W)     SCALED    
 LA0409* NAVD 88     -       307.13   (meters)    1007.6    (feet)  RESET     
 LA0409  ___________________________________________________________________
 LA0409  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 LA0409
 LA0409  VERT ORDER  -  THIRD
 LA0409
 LA0409.The horizontal coordinates were scaled from a topographic map and have
 LA0409.an estimated accuracy of +/- 6 seconds.
 LA0409
 LA0409.The orthometric height was computed from unverified reset data.
 LA0409
 LA0409.The geoid height was determined by GEOID03.
 LA0409
 LA0409;                    North         East    Units  Estimated Accuracy
 LA0409;SPC IN E     -   560,500.      158,670.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0409.See file dsdata.txt to determine how the superseded data were derived.
 LA0409
 LA0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK719624(NAD 83)
 LA0409_MARKER: DD = SURVEY DISK
 LA0409_SETTING: 0 = UNSPECIFIED SETTING
 LA0409_STAMPING: K 232 RESET 1965
 LA0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0409
 LA0409  HISTORY     - Date     Condition        Report By
 LA0409  HISTORY     - 1965     MONUMENTED       INHD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1819 ***********************************************************************
 ME1819  DESIGNATION -  K 233
 ME1819  PID         -  ME1819
 ME1819  STATE/COUNTY-  IN/LAKE
 ME1819  USGS QUAD   -  LAKE CALUMET (1997)
 ME1819
 ME1819                         *CURRENT SURVEY CONTROL
 ME1819  ___________________________________________________________________
 ME1819* NAD 83(1986)-  41 37 55.     (N)    087 31 04.     (W)     SCALED    
 ME1819* NAVD 88     -       179.560  (meters)     589.11   (feet)  ADJUSTED  
 ME1819  ___________________________________________________________________
 ME1819  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 ME1819  DYNAMIC HT  -         179.495 (meters)     588.89  (feet)  COMP
 ME1819  MODELED GRAV-     980,255.1   (mgal)                       NAVD 88
 ME1819
 ME1819  VERT ORDER  -  FIRST     CLASS II
 ME1819
 ME1819.The horizontal coordinates were scaled from a topographic map and have
 ME1819.an estimated accuracy of +/- 6 seconds.
 ME1819
 ME1819.The orthometric height was determined by differential leveling
 ME1819.and adjusted by the National Geodetic Survey in June 1991..
 ME1819
 ME1819.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1819.See file dsdata.txt to determine how the superseded data were derived.
 ME1819
 ME1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM568090(NAD 83)
 ME1819_MARKER: DB = BENCH MARK DISK
 ME1819_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1819_SP_SET: BUILDING
 ME1819_STAMPING: K 233 1947
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1965
 ME1819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1185 ***********************************************************************
 LA1185  DESIGNATION -  K 234
 LA1185  PID         -  LA1185
 LA1185  STATE/COUNTY-  IN/BLACKFORD
 LA1185  USGS QUAD   -  HARTFORD CITY EAST (1994)
 LA1185
 LA1185                         *CURRENT SURVEY CONTROL
 LA1185  ___________________________________________________________________
 LA1185* NAD 83(1986)-  40 24 26.     (N)    085 22 12.     (W)     SCALED    
 LA1185* NAVD 88     -       275.522  (meters)     903.94   (feet)  ADJUSTED  
 LA1185  ___________________________________________________________________
 LA1185  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LA1185  DYNAMIC HT  -         275.382 (meters)     903.48  (feet)  COMP
 LA1185  MODELED GRAV-     980,108.4   (mgal)                       NAVD 88
 LA1185
 LA1185  VERT ORDER  -  SECOND    CLASS 0
 LA1185
 LA1185.The horizontal coordinates were scaled from a topographic map and have
 LA1185.an estimated accuracy of +/- 6 seconds.
 LA1185
 LA1185.The orthometric height was determined by differential leveling
 LA1185.and adjusted by the National Geodetic Survey in June 1991..
 LA1185
 LA1185.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1185.See file dsdata.txt to determine how the superseded data were derived.
 LA1185
 LA1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK383742(NAD 83)
 LA1185_MARKER: DB = BENCH MARK DISK
 LA1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1185_STAMPING: K 234 1947
 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 = OCTOBER  6, 2006
 JZ2358 ***********************************************************************
 JZ2358  DESIGNATION -  K 235
 JZ2358  PID         -  JZ2358
 JZ2358  STATE/COUNTY-  IN/MARION
 JZ2358  USGS QUAD   -  CUMBERLAND (1988)
 JZ2358
 JZ2358                         *CURRENT SURVEY CONTROL
 JZ2358  ___________________________________________________________________
 JZ2358* NAD 83(1986)-  39 52 16.     (N)    085 58 09.     (W)     SCALED    
 JZ2358* NAVD 88     -       252.685  (meters)     829.02   (feet)  ADJUSTED  
 JZ2358  ___________________________________________________________________
 JZ2358  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JZ2358  DYNAMIC HT  -         252.542 (meters)     828.55  (feet)  COMP
 JZ2358  MODELED GRAV-     980,057.8   (mgal)                       NAVD 88
 JZ2358
 JZ2358  VERT ORDER  -  FIRST     CLASS II
 JZ2358
 JZ2358.The horizontal coordinates were scaled from a topographic map and have
 JZ2358.an estimated accuracy of +/- 6 seconds.
 JZ2358
 JZ2358.The orthometric height was determined by differential leveling
 JZ2358.and adjusted by the National Geodetic Survey in June 1991..
 JZ2358
 JZ2358.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2358.See file dsdata.txt to determine how the superseded data were derived.
 JZ2358
 JZ2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK881139(NAD 83)
 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 = OCTOBER  6, 2006
 JZ2325 ***********************************************************************
 JZ2325  DESIGNATION -  K 236
 JZ2325  PID         -  JZ2325
 JZ2325  STATE/COUNTY-  IN/MADISON
 JZ2325  USGS QUAD   -  INGALLS (1981)
 JZ2325
 JZ2325                         *CURRENT SURVEY CONTROL
 JZ2325  ___________________________________________________________________
 JZ2325* NAD 83(1986)-  39 56 51.     (N)    085 50 36.     (W)     SCALED    
 JZ2325* NAVD 88     -       259.985  (meters)     852.97   (feet)  ADJUSTED  
 JZ2325  ___________________________________________________________________
 JZ2325  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ2325  DYNAMIC HT  -         259.840 (meters)     852.49  (feet)  COMP
 JZ2325  MODELED GRAV-     980,063.0   (mgal)                       NAVD 88
 JZ2325
 JZ2325  VERT ORDER  -  SECOND    CLASS 0
 JZ2325
 JZ2325.The horizontal coordinates were scaled from a topographic map and have
 JZ2325.an estimated accuracy of +/- 6 seconds.
 JZ2325
 JZ2325.The orthometric height was determined by differential leveling
 JZ2325.and adjusted by the National Geodetic Survey in June 1991..
 JZ2325
 JZ2325.The geoid height was determined by GEOID03.
 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     -   521,700.       84,900.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2325.See file dsdata.txt to determine how the superseded data were derived.
 JZ2325
 JZ2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK988225(NAD 83)
 JZ2325_MARKER: DB = BENCH MARK DISK
 JZ2325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2325_SP_SET: CULVERT
 JZ2325_STAMPING: K 236 1947
 JZ2325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2325
 JZ2325  HISTORY     - Date     Condition        Report By
 JZ2325  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2477 ***********************************************************************
 JZ2477  DESIGNATION -  K 238
 JZ2477  PID         -  JZ2477
 JZ2477  STATE/COUNTY-  IN/MARION
 JZ2477  USGS QUAD   -  ACTON (1981)
 JZ2477
 JZ2477                         *CURRENT SURVEY CONTROL
 JZ2477  ___________________________________________________________________
 JZ2477* NAD 83(1986)-  39 41 49.     (N)    085 57 06.     (W)     SCALED    
 JZ2477* NAVD 88     -       247.446  (meters)     811.83   (feet)  ADJUSTED  
 JZ2477  ___________________________________________________________________
 JZ2477  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 JZ2477  DYNAMIC HT  -         247.304 (meters)     811.36  (feet)  COMP
 JZ2477  MODELED GRAV-     980,048.9   (mgal)                       NAVD 88
 JZ2477
 JZ2477  VERT ORDER  -  SECOND    CLASS 0
 JZ2477
 JZ2477.The horizontal coordinates were scaled from a topographic map and have
 JZ2477.an estimated accuracy of +/- 6 seconds.
 JZ2477
 JZ2477.The orthometric height was determined by differential leveling
 JZ2477.and adjusted by the National Geodetic Survey in June 1991..
 JZ2477
 JZ2477.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 JZ2477;SPC IN E     -   493,910.       75,560.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2477.See file dsdata.txt to determine how the superseded data were derived.
 JZ2477
 JZ2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ898946(NAD 83)
 JZ2477_MARKER: DB = BENCH MARK DISK
 JZ2477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2477_STAMPING: K 238 1947
 JZ2477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2477+STABILITY: SURFACE MOTION
 JZ2477
 JZ2477  HISTORY     - Date     Condition        Report By
 JZ2477  HISTORY     - 1947     MONUMENTED       CGS
 JZ2477  HISTORY     - 1976     GOOD             LOCSUR
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2579 ***********************************************************************
 JZ2579  DESIGNATION -  K 239
 JZ2579  PID         -  JZ2579
 JZ2579  STATE/COUNTY-  IN/SHELBY
 JZ2579  USGS QUAD   -  FOUNTAINTOWN (1952)
 JZ2579
 JZ2579                         *CURRENT SURVEY CONTROL
 JZ2579  ___________________________________________________________________
 JZ2579* NAD 83(1986)-  39 41 44.     (N)    085 47 00.     (W)     SCALED    
 JZ2579* NAVD 88     -       260.277  (meters)     853.93   (feet)  ADJUSTED  
 JZ2579  ___________________________________________________________________
 JZ2579  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JZ2579  DYNAMIC HT  -         260.127 (meters)     853.43  (feet)  COMP
 JZ2579  MODELED GRAV-     980,042.0   (mgal)                       NAVD 88
 JZ2579
 JZ2579  VERT ORDER  -  SECOND    CLASS 0
 JZ2579
 JZ2579.The horizontal coordinates were scaled from a topographic map and have
 JZ2579.an estimated accuracy of +/- 6 seconds.
 JZ2579
 JZ2579.The orthometric height was determined by differential leveling
 JZ2579.and adjusted by the National Geodetic Survey in June 1991..
 JZ2579
 JZ2579.The geoid height was determined by GEOID03.
 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     -   493,720.       89,990.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2579.See file dsdata.txt to determine how the superseded data were derived.
 JZ2579
 JZ2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ043946(NAD 83)
 JZ2579_MARKER: DB = BENCH MARK DISK
 JZ2579_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2579_SP_SET: BUILDING
 JZ2579_STAMPING: K 239 1947
 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 = OCTOBER  6, 2006
 ME0674 ***********************************************************************
 ME0674  DESIGNATION -  K 24
 ME0674  PID         -  ME0674
 ME0674  STATE/COUNTY-  IN/STARKE
 ME0674  USGS QUAD   -  NORTH JUDSON (1977)
 ME0674
 ME0674                         *CURRENT SURVEY CONTROL
 ME0674  ___________________________________________________________________
 ME0674* NAD 83(1986)-  41 12 30.     (N)    086 50 01.     (W)     SCALED    
 ME0674* NAVD 88     -       215.542  (meters)     707.16   (feet)  ADJUSTED  
 ME0674  ___________________________________________________________________
 ME0674  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME0674  DYNAMIC HT  -         215.450 (meters)     706.86  (feet)  COMP
 ME0674  MODELED GRAV-     980,192.1   (mgal)                       NAVD 88
 ME0674
 ME0674  VERT ORDER  -  SECOND    CLASS 0
 ME0674
 ME0674.The horizontal coordinates were scaled from a topographic map and have
 ME0674.an estimated accuracy of +/- 6 seconds.
 ME0674
 ME0674.The orthometric height was determined by differential leveling
 ME0674.and adjusted by the National Geodetic Survey in June 1991..
 ME0674
 ME0674.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0674.See file dsdata.txt to determine how the superseded data were derived.
 ME0674
 ME0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL139618(NAD 83)
 ME0674_MARKER: DB = BENCH MARK DISK
 ME0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0674_STAMPING: K 24 1934
 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 = OCTOBER  6, 2006
 JZ2438 ***********************************************************************
 JZ2438  DESIGNATION -  K 240
 JZ2438  PID         -  JZ2438
 JZ2438  STATE/COUNTY-  IN/MADISON
 JZ2438  USGS QUAD   -  PENDLETON (1966)
 JZ2438
 JZ2438                         *CURRENT SURVEY CONTROL
 JZ2438  ___________________________________________________________________
 JZ2438* NAD 83(1986)-  39 58 58.     (N)    085 38 13.     (W)     SCALED    
 JZ2438* NAVD 88     -       283.676  (meters)     930.69   (feet)  ADJUSTED  
 JZ2438  ___________________________________________________________________
 JZ2438  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JZ2438  DYNAMIC HT  -         283.520 (meters)     930.18  (feet)  COMP
 JZ2438  MODELED GRAV-     980,066.2   (mgal)                       NAVD 88
 JZ2438
 JZ2438  VERT ORDER  -  SECOND    CLASS 0
 JZ2438
 JZ2438.The horizontal coordinates were scaled from a topographic map and have
 JZ2438.an estimated accuracy of +/- 6 seconds.
 JZ2438
 JZ2438.The orthometric height was determined by differential leveling
 JZ2438.and adjusted by the National Geodetic Survey in June 1991..
 JZ2438
 JZ2438.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2438.See file dsdata.txt to determine how the superseded data were derived.
 JZ2438
 JZ2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK163267(NAD 83)
 JZ2438_MARKER: DB = BENCH MARK DISK
 JZ2438_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2438_SP_SET: CULVERT
 JZ2438_STAMPING: K 240 1947
 JZ2438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ2439 ***********************************************************************
 JZ2439  DESIGNATION -  K 240 RESET 1953
 JZ2439  PID         -  JZ2439
 JZ2439  STATE/COUNTY-  IN/MADISON
 JZ2439  USGS QUAD   -  PENDLETON (1966)
 JZ2439
 JZ2439                         *CURRENT SURVEY CONTROL
 JZ2439  ___________________________________________________________________
 JZ2439* NAD 83(1986)-  39 58 58.     (N)    085 38 13.     (W)     SCALED    
 JZ2439* NAVD 88     -       284.41   (meters)     933.1    (feet)  RESET     
 JZ2439  ___________________________________________________________________
 JZ2439  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JZ2439
 JZ2439  VERT ORDER  -  THIRD
 JZ2439
 JZ2439.The horizontal coordinates were scaled from a topographic map and have
 JZ2439.an estimated accuracy of +/- 6 seconds.
 JZ2439
 JZ2439.The orthometric height was computed from unverified reset data.
 JZ2439
 JZ2439.The geoid height was determined by GEOID03.
 JZ2439
 JZ2439;                    North         East    Units  Estimated Accuracy
 JZ2439;SPC IN E     -   525,610.      102,540.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2439.See file dsdata.txt to determine how the superseded data were derived.
 JZ2439
 JZ2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK163267(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2439
 JZ2439  HISTORY     - Date     Condition        Report By
 JZ2439  HISTORY     - 1953     MONUMENTED       INHD
 JZ2439  HISTORY     - 1954     GOOD             NGS
 JZ2439  HISTORY     - 20020909 MARK NOT FOUND   USPSQD
 JZ2439
 JZ2439                          STATION DESCRIPTION
 JZ2439
 JZ2439'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2501 ***********************************************************************
 JZ2501  DESIGNATION -  K 241
 JZ2501  PID         -  JZ2501
 JZ2501  STATE/COUNTY-  IN/HANCOCK
 JZ2501  USGS QUAD   -  FOUNTAINTOWN (1952)
 JZ2501
 JZ2501                         *CURRENT SURVEY CONTROL
 JZ2501  ___________________________________________________________________
 JZ2501* NAD 83(1986)-  39 43 39.     (N)    085 50 19.     (W)     SCALED    
 JZ2501* NAVD 88     -       256.120  (meters)     840.29   (feet)  ADJUSTED  
 JZ2501  ___________________________________________________________________
 JZ2501  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JZ2501  DYNAMIC HT  -         255.973 (meters)     839.80  (feet)  COMP
 JZ2501  MODELED GRAV-     980,043.4   (mgal)                       NAVD 88
 JZ2501
 JZ2501  VERT ORDER  -  SECOND    CLASS 0
 JZ2501
 JZ2501.The horizontal coordinates were scaled from a topographic map and have
 JZ2501.an estimated accuracy of +/- 6 seconds.
 JZ2501
 JZ2501.The orthometric height was determined by differential leveling
 JZ2501.and adjusted by the National Geodetic Survey in June 1991..
 JZ2501
 JZ2501.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2501.See file dsdata.txt to determine how the superseded data were derived.
 JZ2501
 JZ2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ995981(NAD 83)
 JZ2501_MARKER: DB = BENCH MARK DISK
 JZ2501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2501_STAMPING: K 241 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2540 ***********************************************************************
 JZ2540  DESIGNATION -  K 242
 JZ2540  PID         -  JZ2540
 JZ2540  STATE/COUNTY-  IN/HANCOCK
 JZ2540  USGS QUAD   -  CLEVELAND (1981)
 JZ2540
 JZ2540                         *CURRENT SURVEY CONTROL
 JZ2540  ___________________________________________________________________
 JZ2540* NAD 83(1986)-  39 46 20.     (N)    085 41 18.     (W)     SCALED    
 JZ2540* NAVD 88     -       279.077  (meters)     915.61   (feet)  ADJUSTED  
 JZ2540  ___________________________________________________________________
 JZ2540  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ2540  DYNAMIC HT  -         278.917 (meters)     915.08  (feet)  COMP
 JZ2540  MODELED GRAV-     980,044.5   (mgal)                       NAVD 88
 JZ2540
 JZ2540  VERT ORDER  -  SECOND    CLASS 0
 JZ2540
 JZ2540.The horizontal coordinates were scaled from a topographic map and have
 JZ2540.an estimated accuracy of +/- 6 seconds.
 JZ2540
 JZ2540.The orthometric height was determined by differential leveling
 JZ2540.and adjusted by the National Geodetic Survey in June 1991..
 JZ2540
 JZ2540.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2540.See file dsdata.txt to determine how the superseded data were derived.
 JZ2540
 JZ2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK123032(NAD 83)
 JZ2540_MARKER: DB = BENCH MARK DISK
 JZ2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2540_STAMPING: K 242 1947
 JZ2540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2540+STABILITY: SURFACE MOTION
 JZ2540
 JZ2540  HISTORY     - Date     Condition        Report By
 JZ2540  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2508 ***********************************************************************
 JZ2508  DESIGNATION -  K 243 RESET 1958
 JZ2508  PID         -  JZ2508
 JZ2508  STATE/COUNTY-  IN/HANCOCK
 JZ2508  USGS QUAD   -  CUMBERLAND (1988)
 JZ2508
 JZ2508                         *CURRENT SURVEY CONTROL
 JZ2508  ___________________________________________________________________
 JZ2508* NAD 83(1986)-  39 46 43.     (N)    085 54 51.     (W)     SCALED    
 JZ2508* NAVD 88     -       259.57   (meters)     851.6    (feet)  RESET     
 JZ2508  ___________________________________________________________________
 JZ2508  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JZ2508
 JZ2508  VERT ORDER  -  THIRD
 JZ2508
 JZ2508.The horizontal coordinates were scaled from a topographic map and have
 JZ2508.an estimated accuracy of +/- 6 seconds.
 JZ2508
 JZ2508.The orthometric height was computed from unverified reset data.
 JZ2508.No vertical observational check was made to the station.
 JZ2508
 JZ2508.The geoid height was determined by GEOID03.
 JZ2508
 JZ2508;                    North         East    Units  Estimated Accuracy
 JZ2508;SPC IN E     -   502,970.       78,800.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2508.See file dsdata.txt to determine how the superseded data were derived.
 JZ2508
 JZ2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK929037(NAD 83)
 JZ2508_MARKER: DD = SURVEY DISK
 JZ2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2508_STAMPING: K 243 RESET 1958
 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             NGS
 JZ2508  HISTORY     - 20050729 GOOD             GEOCAC
 JZ2508
 JZ2508                          STATION DESCRIPTION
 JZ2508
 JZ2508'DESCRIBED BY NATIONAL 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'N 39 46.727, W 85 54.875 (CONSUMER-GRADE GPS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2588 ***********************************************************************
 JZ2588  DESIGNATION -  K 244
 JZ2588  PID         -  JZ2588
 JZ2588  STATE/COUNTY-  IN/RUSH
 JZ2588  USGS QUAD   -  MORRISTOWN (1956)
 JZ2588
 JZ2588                         *CURRENT SURVEY CONTROL
 JZ2588  ___________________________________________________________________
 JZ2588* NAD 83(1986)-  39 41 53.     (N)    085 37 55.     (W)     SCALED    
 JZ2588* NAVD 88     -       282.048  (meters)     925.35   (feet)  ADJUSTED  
 JZ2588  ___________________________________________________________________
 JZ2588  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ2588  DYNAMIC HT  -         281.885 (meters)     924.82  (feet)  COMP
 JZ2588  MODELED GRAV-     980,038.8   (mgal)                       NAVD 88
 JZ2588
 JZ2588  VERT ORDER  -  SECOND    CLASS 0
 JZ2588
 JZ2588.The horizontal coordinates were scaled from a topographic map and have
 JZ2588.an estimated accuracy of +/- 6 seconds.
 JZ2588
 JZ2588.The orthometric height was determined by differential leveling
 JZ2588.and adjusted by the National Geodetic Survey in June 1991..
 JZ2588
 JZ2588.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2588.See file dsdata.txt to determine how the superseded data were derived.
 JZ2588
 JZ2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ172951(NAD 83)
 JZ2588_MARKER: DB = BENCH MARK DISK
 JZ2588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2588_STAMPING: K 244 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2594 ***********************************************************************
 JZ2594  DESIGNATION -  K 245
 JZ2594  PID         -  JZ2594
 JZ2594  STATE/COUNTY-  IN/SHELBY
 JZ2594  USGS QUAD   -  SHELBYVILLE (1994)
 JZ2594
 JZ2594                         *CURRENT SURVEY CONTROL
 JZ2594  ___________________________________________________________________
 JZ2594* NAD 83(1986)-  39 35 28.     (N)    085 51 20.     (W)     SCALED    
 JZ2594* NAVD 88     -       238.705  (meters)     783.15   (feet)  ADJUSTED  
 JZ2594  ___________________________________________________________________
 JZ2594  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JZ2594  DYNAMIC HT  -         238.568 (meters)     782.70  (feet)  COMP
 JZ2594  MODELED GRAV-     980,047.5   (mgal)                       NAVD 88
 JZ2594
 JZ2594  VERT ORDER  -  SECOND    CLASS 0
 JZ2594
 JZ2594.The horizontal coordinates were scaled from a topographic map and have
 JZ2594.an estimated accuracy of +/- 6 seconds.
 JZ2594
 JZ2594.The orthometric height was determined by differential leveling
 JZ2594.and adjusted by the National Geodetic Survey in June 1991..
 JZ2594
 JZ2594.The geoid height was determined by GEOID03.
 JZ2594
 JZ2594.The dynamic height is computed by dividing the NAVD 88
 JZ2594.geopotential number by the normal gravity value computed on the
 JZ2594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2594.degrees latitude (g = 980.6199 gals.).
 JZ2594
 JZ2594.The modeled gravity was interpolated from observed gravity values.
 JZ2594
 JZ2594;                    North         East    Units  Estimated Accuracy
 JZ2594;SPC IN E     -   482,140.       83,780.      MT  (+/- 180 meters Scaled)
 JZ2594
 JZ2594                          SUPERSEDED SURVEY CONTROL
 JZ2594
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2594.See file dsdata.txt to determine how the superseded data were derived.
 JZ2594
 JZ2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ982830(NAD 83)
 JZ2594_MARKER: DB = BENCH MARK DISK
 JZ2594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2594_STAMPING: K 245 1947
 JZ2594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2594+STABILITY: SURFACE MOTION
 JZ2594
 JZ2594  HISTORY     - Date     Condition        Report By
 JZ2594  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1105 ***********************************************************************
 LA1105  DESIGNATION -  K 246
 LA1105  PID         -  LA1105
 LA1105  STATE/COUNTY-  IN/RANDOLPH
 LA1105  USGS QUAD   -  CARLOS (1994)
 LA1105
 LA1105                         *CURRENT SURVEY CONTROL
 LA1105  ___________________________________________________________________
 LA1105* NAD 83(1986)-  40 05 30.     (N)    085 04 20.     (W)     SCALED    
 LA1105* NAVD 88     -       351.293  (meters)    1152.53   (feet)  ADJUSTED  
 LA1105  ___________________________________________________________________
 LA1105  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 LA1105  DYNAMIC HT  -         351.101 (meters)    1151.90  (feet)  COMP
 LA1105  MODELED GRAV-     980,068.3   (mgal)                       NAVD 88
 LA1105
 LA1105  VERT ORDER  -  SECOND    CLASS 0
 LA1105
 LA1105.The horizontal coordinates were scaled from a topographic map and have
 LA1105.an estimated accuracy of +/- 6 seconds.
 LA1105
 LA1105.The orthometric height was determined by differential leveling
 LA1105.and adjusted by the National Geodetic Survey in June 1991..
 LA1105
 LA1105.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1105.See file dsdata.txt to determine how the superseded data were derived.
 LA1105
 LA1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK643397(NAD 83)
 LA1105_MARKER: DB = BENCH MARK DISK
 LA1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1105_STAMPING: K 246 1947
 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 = OCTOBER  6, 2006
 LA1125 ***********************************************************************
 LA1125  DESIGNATION -  K 247
 LA1125  PID         -  LA1125
 LA1125  STATE/COUNTY-  IN/HENRY
 LA1125  USGS QUAD   -  SULPHUR SPRINGS (1994)
 LA1125
 LA1125                         *CURRENT SURVEY CONTROL
 LA1125  ___________________________________________________________________
 LA1125* NAD 83(1986)-  40 02 48.     (N)    085 23 09.     (W)     SCALED    
 LA1125* NAVD 88     -       311.627  (meters)    1022.40   (feet)  ADJUSTED  
 LA1125  ___________________________________________________________________
 LA1125  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 LA1125  DYNAMIC HT  -         311.457 (meters)    1021.84  (feet)  COMP
 LA1125  MODELED GRAV-     980,072.9   (mgal)                       NAVD 88
 LA1125
 LA1125  VERT ORDER  -  SECOND    CLASS 0
 LA1125
 LA1125.The horizontal coordinates were scaled from a topographic map and have
 LA1125.an estimated accuracy of +/- 6 seconds.
 LA1125
 LA1125.The orthometric height was determined by differential leveling
 LA1125.and adjusted by the National Geodetic Survey in June 1991..
 LA1125
 LA1125.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1125.See file dsdata.txt to determine how the superseded data were derived.
 LA1125
 LA1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK376341(NAD 83)
 LA1125_MARKER: DB = BENCH MARK DISK
 LA1125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1125_SP_SET: BUILDING
 LA1125_STAMPING: K 247 1947
 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 = OCTOBER  6, 2006
 JZ1686 ***********************************************************************
 JZ1686  DESIGNATION -  K 248
 JZ1686  PID         -  JZ1686
 JZ1686  STATE/COUNTY-  IN/HENRY
 JZ1686  USGS QUAD   -  NEW CASTLE WEST (1981)
 JZ1686
 JZ1686                         *CURRENT SURVEY CONTROL
 JZ1686  ___________________________________________________________________
 JZ1686* NAD 83(1986)-  39 56 19.     (N)    085 28 52.     (W)     SCALED    
 JZ1686* NAVD 88     -       319.240  (meters)    1047.37   (feet)  ADJUSTED  
 JZ1686  ___________________________________________________________________
 JZ1686  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JZ1686  DYNAMIC HT  -         319.062 (meters)    1046.79  (feet)  COMP
 JZ1686  MODELED GRAV-     980,060.0   (mgal)                       NAVD 88
 JZ1686
 JZ1686  VERT ORDER  -  SECOND    CLASS 0
 JZ1686
 JZ1686.The horizontal coordinates were scaled from a topographic map and have
 JZ1686.an estimated accuracy of +/- 6 seconds.
 JZ1686
 JZ1686.The orthometric height was determined by differential leveling
 JZ1686.and adjusted by the National Geodetic Survey in June 1991..
 JZ1686
 JZ1686.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1686.See file dsdata.txt to determine how the superseded data were derived.
 JZ1686
 JZ1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK297220(NAD 83)
 JZ1686_MARKER: DB = BENCH MARK DISK
 JZ1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1686_STAMPING: K 248 1947
 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 = OCTOBER  6, 2006
 LA1137 ***********************************************************************
 LA1137  DESIGNATION -  K 249
 LA1137  PID         -  LA1137
 LA1137  STATE/COUNTY-  IN/HENRY
 LA1137  USGS QUAD   -  MODOC (1969)
 LA1137
 LA1137                         *CURRENT SURVEY CONTROL
 LA1137  ___________________________________________________________________
 LA1137* NAD 83(1986)-  40 02 50.     (N)    085 14 40.     (W)     SCALED    
 LA1137* NAVD 88     -       333.485  (meters)    1094.11   (feet)  ADJUSTED  
 LA1137  ___________________________________________________________________
 LA1137  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 LA1137  DYNAMIC HT  -         333.302 (meters)    1093.51  (feet)  COMP
 LA1137  MODELED GRAV-     980,068.6   (mgal)                       NAVD 88
 LA1137
 LA1137  VERT ORDER  -  SECOND    CLASS 0
 LA1137
 LA1137.The horizontal coordinates were scaled from a topographic map and have
 LA1137.an estimated accuracy of +/- 6 seconds.
 LA1137
 LA1137.The orthometric height was determined by differential leveling
 LA1137.and adjusted by the National Geodetic Survey in June 1991..
 LA1137
 LA1137.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1137.See file dsdata.txt to determine how the superseded data were derived.
 LA1137
 LA1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK497344(NAD 83)
 LA1137_MARKER: DB = BENCH MARK DISK
 LA1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1137_STAMPING: K 249 1947
 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 = OCTOBER  6, 2006
 ME0324 ***********************************************************************
 ME0324  DESIGNATION -  K 25 RESET 1946
 ME0324  PID         -  ME0324
 ME0324  STATE/COUNTY-  IN/FULTON
 ME0324  USGS QUAD   -  KEWANNA (1977)
 ME0324
 ME0324                         *CURRENT SURVEY CONTROL
 ME0324  ___________________________________________________________________
 ME0324* NAD 83(1986)-  41 06 48.     (N)    086 24 58.     (W)     SCALED    
 ME0324* NAVD 88     -       229.917  (meters)     754.32   (feet)  ADJUSTED  
 ME0324  ___________________________________________________________________
 ME0324  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME0324  DYNAMIC HT  -         229.823 (meters)     754.01  (feet)  COMP
 ME0324  MODELED GRAV-     980,209.4   (mgal)                       NAVD 88
 ME0324
 ME0324  VERT ORDER  -  SECOND    CLASS 0
 ME0324
 ME0324.The horizontal coordinates were scaled from a topographic map and have
 ME0324.an estimated accuracy of +/- 6 seconds.
 ME0324
 ME0324.The orthometric height was determined by differential leveling
 ME0324.and adjusted by the National Geodetic Survey in June 1991..
 ME0324
 ME0324.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0324.See file dsdata.txt to determine how the superseded data were derived.
 ME0324
 ME0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL490515(NAD 83)
 ME0324_MARKER: DB = BENCH MARK DISK
 ME0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0324_STAMPING: K 25 1934 RESET 1946
 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 = OCTOBER  6, 2006
 LA1154 ***********************************************************************
 LA1154  DESIGNATION -  K 250
 LA1154  PID         -  LA1154
 LA1154  STATE/COUNTY-  IN/DELAWARE
 LA1154  USGS QUAD   -  MUNCIE WEST (1992)
 LA1154
 LA1154                         *CURRENT SURVEY CONTROL
 LA1154  ___________________________________________________________________
 LA1154* NAD 83(1986)-  40 09 24.     (N)    085 23 00.     (W)     SCALED    
 LA1154* NAVD 88     -       292.324  (meters)     959.07   (feet)  ADJUSTED  
 LA1154  ___________________________________________________________________
 LA1154  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 LA1154  DYNAMIC HT  -         292.167 (meters)     958.55  (feet)  COMP
 LA1154  MODELED GRAV-     980,080.6   (mgal)                       NAVD 88
 LA1154
 LA1154  VERT ORDER  -  SECOND    CLASS 0
 LA1154
 LA1154.The horizontal coordinates were scaled from a topographic map and have
 LA1154.an estimated accuracy of +/- 6 seconds.
 LA1154
 LA1154.The orthometric height was determined by differential leveling
 LA1154.and adjusted by the National Geodetic Survey in June 1991..
 LA1154
 LA1154.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1154.See file dsdata.txt to determine how the superseded data were derived.
 LA1154
 LA1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK376463(NAD 83)
 LA1154_MARKER: DB = BENCH MARK DISK
 LA1154_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1154_SP_SET: ABUTMENT
 LA1154_STAMPING: K 250 1947
 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 = OCTOBER  6, 2006
 JZ1490 ***********************************************************************
 JZ1490  DESIGNATION -  K 251
 JZ1490  PID         -  JZ1490
 JZ1490  STATE/COUNTY-  IN/HENRY
 JZ1490  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ1490
 JZ1490                         *CURRENT SURVEY CONTROL
 JZ1490  ___________________________________________________________________
 JZ1490* NAD 83(1986)-  39 56 10.     (N)    085 20 23.     (W)     SCALED    
 JZ1490* NAVD 88     -       327.481  (meters)    1074.41   (feet)  ADJUSTED  
 JZ1490  ___________________________________________________________________
 JZ1490  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JZ1490  DYNAMIC HT  -         327.298 (meters)    1073.81  (feet)  COMP
 JZ1490  MODELED GRAV-     980,057.7   (mgal)                       NAVD 88
 JZ1490
 JZ1490  VERT ORDER  -  SECOND    CLASS 0
 JZ1490
 JZ1490.The horizontal coordinates were scaled from a topographic map and have
 JZ1490.an estimated accuracy of +/- 6 seconds.
 JZ1490
 JZ1490.The orthometric height was determined by differential leveling
 JZ1490.and adjusted by the National Geodetic Survey in June 1991..
 JZ1490
 JZ1490.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1490.See file dsdata.txt to determine how the superseded data were derived.
 JZ1490
 JZ1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK418219(NAD 83)
 JZ1490_MARKER: DB = BENCH MARK DISK
 JZ1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1490_STAMPING: K 251 1947
 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 = OCTOBER  6, 2006
 JZ1631 ***********************************************************************
 JZ1631  DESIGNATION -  K 252
 JZ1631  PID         -  JZ1631
 JZ1631  STATE/COUNTY-  IN/RUSH
 JZ1631  USGS QUAD   -  DUNREITH (1983)
 JZ1631
 JZ1631                         *CURRENT SURVEY CONTROL
 JZ1631  ___________________________________________________________________
 JZ1631* NAD 83(1986)-  39 46 30.     (N)    085 26 50.     (W)     SCALED    
 JZ1631* NAVD 88     -       312.687  (meters)    1025.87   (feet)  ADJUSTED  
 JZ1631  ___________________________________________________________________
 JZ1631  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JZ1631  DYNAMIC HT  -         312.507 (meters)    1025.28  (feet)  COMP
 JZ1631  MODELED GRAV-     980,042.7   (mgal)                       NAVD 88
 JZ1631
 JZ1631  VERT ORDER  -  SECOND    CLASS 0
 JZ1631
 JZ1631.The horizontal coordinates were scaled from a topographic map and have
 JZ1631.an estimated accuracy of +/- 6 seconds.
 JZ1631
 JZ1631.The orthometric height was determined by differential leveling
 JZ1631.and adjusted by the National Geodetic Survey in June 1991..
 JZ1631
 JZ1631.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1631.See file dsdata.txt to determine how the superseded data were derived.
 JZ1631
 JZ1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK329039(NAD 83)
 JZ1631_MARKER: DB = BENCH MARK DISK
 JZ1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1631_STAMPING: K 252 1947
 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 = OCTOBER  6, 2006
 JZ1539 ***********************************************************************
 JZ1539  DESIGNATION -  K 253
 JZ1539  PID         -  JZ1539
 JZ1539  STATE/COUNTY-  IN/HENRY
 JZ1539  USGS QUAD   -  LEWISVILLE (1970)
 JZ1539
 JZ1539                         *CURRENT SURVEY CONTROL
 JZ1539  ___________________________________________________________________
 JZ1539* NAD 83(1986)-  39 52 25.     (N)    085 15 08.     (W)     SCALED    
 JZ1539* NAVD 88     -       333.613  (meters)    1094.53   (feet)  ADJUSTED  
 JZ1539  ___________________________________________________________________
 JZ1539  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JZ1539  DYNAMIC HT  -         333.420 (meters)    1093.90  (feet)  COMP
 JZ1539  MODELED GRAV-     980,038.5   (mgal)                       NAVD 88
 JZ1539
 JZ1539  VERT ORDER  -  SECOND    CLASS 0
 JZ1539
 JZ1539.The horizontal coordinates were scaled from a topographic map and have
 JZ1539.an estimated accuracy of +/- 6 seconds.
 JZ1539
 JZ1539.The orthometric height was determined by differential leveling
 JZ1539.and adjusted by the National Geodetic Survey in June 1991..
 JZ1539
 JZ1539.The geoid height was determined by GEOID03.
 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     -   513,570.      135,460.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1539.See file dsdata.txt to determine how the superseded data were derived.
 JZ1539
 JZ1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK494151(NAD 83)
 JZ1539_MARKER: DB = BENCH MARK DISK
 JZ1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1539_STAMPING: K 253 1947
 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 = OCTOBER  6, 2006
 JZ1533 ***********************************************************************
 JZ1533  DESIGNATION -  K 254
 JZ1533  PID         -  JZ1533
 JZ1533  STATE/COUNTY-  IN/WAYNE
 JZ1533  USGS QUAD   -  CAMBRIDGE CITY (1981)
 JZ1533
 JZ1533                         *CURRENT SURVEY CONTROL
 JZ1533  ___________________________________________________________________
 JZ1533* NAD 83(1986)-  39 48 47.     (N)    085 07 31.     (W)     SCALED    
 JZ1533* NAVD 88     -       290.018  (meters)     951.50   (feet)  ADJUSTED  
 JZ1533  ___________________________________________________________________
 JZ1533  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JZ1533  DYNAMIC HT  -         289.851 (meters)     950.95  (feet)  COMP
 JZ1533  MODELED GRAV-     980,043.1   (mgal)                       NAVD 88
 JZ1533
 JZ1533  VERT ORDER  -  SECOND    CLASS 0
 JZ1533
 JZ1533.The horizontal coordinates were scaled from a topographic map and have
 JZ1533.an estimated accuracy of +/- 6 seconds.
 JZ1533
 JZ1533.The orthometric height was determined by differential leveling
 JZ1533.and adjusted by the National Geodetic Survey in June 1991..
 JZ1533
 JZ1533.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1533.See file dsdata.txt to determine how the superseded data were derived.
 JZ1533
 JZ1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK604086(NAD 83)
 JZ1533_MARKER: DB = BENCH MARK DISK
 JZ1533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1533_SP_SET: CULVERT
 JZ1533_STAMPING: K 254 1947
 JZ1533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1573 ***********************************************************************
 JZ1573  DESIGNATION -  K 255
 JZ1573  PID         -  JZ1573
 JZ1573  STATE/COUNTY-  IN/WAYNE
 JZ1573  USGS QUAD   -  JACKSONBURG (1981)
 JZ1573
 JZ1573                         *CURRENT SURVEY CONTROL
 JZ1573  ___________________________________________________________________
 JZ1573* NAD 83(1986)-  39 47 13.     (N)    085 01 56.     (W)     SCALED    
 JZ1573* NAVD 88     -       287.451  (meters)     943.08   (feet)  ADJUSTED  
 JZ1573  ___________________________________________________________________
 JZ1573  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JZ1573  DYNAMIC HT  -         287.282 (meters)     942.52  (feet)  COMP
 JZ1573  MODELED GRAV-     980,033.1   (mgal)                       NAVD 88
 JZ1573
 JZ1573  VERT ORDER  -  SECOND    CLASS 0
 JZ1573
 JZ1573.The horizontal coordinates were scaled from a topographic map and have
 JZ1573.an estimated accuracy of +/- 6 seconds.
 JZ1573
 JZ1573.The orthometric height was determined by differential leveling
 JZ1573.and adjusted by the National Geodetic Survey in June 1991..
 JZ1573
 JZ1573.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1573.See file dsdata.txt to determine how the superseded data were derived.
 JZ1573
 JZ1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK684059(NAD 83)
 JZ1573_MARKER: DB = BENCH MARK DISK
 JZ1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1573_STAMPING: K 255 1947
 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 = OCTOBER  6, 2006
 ME0932 ***********************************************************************
 ME0932  DESIGNATION -  K 256
 ME0932  PID         -  ME0932
 ME0932  STATE/COUNTY-  IN/LAKE
 ME0932  USGS QUAD   -  HIGHLAND (1991)
 ME0932
 ME0932                         *CURRENT SURVEY CONTROL
 ME0932  ___________________________________________________________________
 ME0932* NAD 83(1986)-  41 31 12.     (N)    087 25 38.     (W)     SCALED    
 ME0932* NAVD 88     -       194.965  (meters)     639.65   (feet)  ADJUSTED  
 ME0932  ___________________________________________________________________
 ME0932  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME0932  DYNAMIC HT  -         194.890 (meters)     639.40  (feet)  COMP
 ME0932  MODELED GRAV-     980,234.1   (mgal)                       NAVD 88
 ME0932
 ME0932  VERT ORDER  -  SECOND    CLASS 0
 ME0932
 ME0932.The horizontal coordinates were scaled from a topographic map and have
 ME0932.an estimated accuracy of +/- 6 seconds.
 ME0932
 ME0932.The orthometric height was determined by differential leveling
 ME0932.and adjusted by the National Geodetic Survey in June 1991..
 ME0932
 ME0932.The geoid height was determined by GEOID03.
 ME0932
 ME0932.The dynamic height is computed by dividing the NAVD 88
 ME0932.geopotential number by the normal gravity value computed on the
 ME0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0932.degrees latitude (g = 980.6199 gals.).
 ME0932
 ME0932.The modeled gravity was interpolated from observed gravity values.
 ME0932
 ME0932;                    North         East    Units  Estimated Accuracy
 ME0932;SPC IN W     -   696,360.      871,300.      MT  (+/- 180 meters Scaled)
 ME0932
 ME0932                          SUPERSEDED SURVEY CONTROL
 ME0932
 ME0932  NGVD 29 (??/??/92)  195.060  (m)          639.96   (f) ADJ UNCH    2 0
 ME0932
 ME0932.Superseded values are not recommended for survey control.
 ME0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0932.See file dsdata.txt to determine how the superseded data were derived.
 ME0932
 ME0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL643965(NAD 83)
 ME0932_MARKER: DB = BENCH MARK DISK
 ME0932_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0932_SP_SET: CONTROL TOWER
 ME0932_STAMPING: K 256 1947
 ME0932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0932
 ME0932  HISTORY     - Date     Condition        Report By
 ME0932  HISTORY     - 1947     MONUMENTED       CGS
 ME0932  HISTORY     - 20050308 POOR             BUTLER
 ME0932
 ME0932                          STATION DESCRIPTION
 ME0932
 ME0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME0932'AT GRIFFITH.
 ME0932'AT GRIFFITH, SET VERTICALLY IN THE WEST FACE AT THE SOUTHWEST
 ME0932'CORNER OF THE BRICK CONTROL TOWER AT THE INTERSECTION OF THE
 ME0932'CHESAPEAKE AND OHIO RAILWAY, GRAND TRUNK WESTERN RAILROAD, THE
 ME0932'ELGIN JOLIET AND EASTERN RAILWAY, ERIE RAILROAD AND THE MICHIGAN
 ME0932'CENTRAL RAILROAD, 1 FOOT NORTH OF THE SOUTHWEST CORNER AND 1.7
 ME0932'FOOT ABOVE THE GROUND.
 ME0932
 ME0932                          STATION RECOVERY (2005)
 ME0932
 ME0932'RECOVERY NOTE BY BUTLER FAIRMAN AND SEUFERT INC 2005 (JRC)
 ME0932'BUILDING HAS APPARENTLY BEEN RELOCATED.  MARK WAS FOUND, BUT ELEVATION
 ME0932'NOT LIKELY CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1744 ***********************************************************************
 JZ1744  DESIGNATION -  K 257
 JZ1744  PID         -  JZ1744
 JZ1744  STATE/COUNTY-  IN/RUSH
 JZ1744  USGS QUAD   -  RUSHVILLE (1994)
 JZ1744
 JZ1744                         *CURRENT SURVEY CONTROL
 JZ1744  ___________________________________________________________________
 JZ1744* NAD 83(1986)-  39 32 57.     (N)    085 27 39.     (W)     SCALED    
 JZ1744* NAVD 88     -       299.363  (meters)     982.16   (feet)  ADJUSTED  
 JZ1744  ___________________________________________________________________
 JZ1744  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ1744  DYNAMIC HT  -         299.183 (meters)     981.57  (feet)  COMP
 JZ1744  MODELED GRAV-     980,014.5   (mgal)                       NAVD 88
 JZ1744
 JZ1744  VERT ORDER  -  SECOND    CLASS 0
 JZ1744
 JZ1744.The horizontal coordinates were scaled from a topographic map and have
 JZ1744.an estimated accuracy of +/- 6 seconds.
 JZ1744
 JZ1744.The orthometric height was determined by differential leveling
 JZ1744.and adjusted by the National Geodetic Survey in June 1991..
 JZ1744
 JZ1744.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1744.See file dsdata.txt to determine how the superseded data were derived.
 JZ1744
 JZ1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ322788(NAD 83)
 JZ1744_MARKER: DB = BENCH MARK DISK
 JZ1744_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1744_SP_SET: CULVERT
 JZ1744_STAMPING: K 257 1947
 JZ1744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1944 ***********************************************************************
 JZ1944  DESIGNATION -  K 258
 JZ1944  PID         -  JZ1944
 JZ1944  STATE/COUNTY-  IN/DECATUR
 JZ1944  USGS QUAD   -  MILROY (1993)
 JZ1944
 JZ1944                         *CURRENT SURVEY CONTROL
 JZ1944  ___________________________________________________________________
 JZ1944* NAD 83(1986)-  39 26 00.     (N)    085 23 22.     (W)     SCALED    
 JZ1944* NAVD 88     -       302.985  (meters)     994.04   (feet)  ADJUSTED  
 JZ1944  ___________________________________________________________________
 JZ1944  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ1944  DYNAMIC HT  -         302.798 (meters)     993.43  (feet)  COMP
 JZ1944  MODELED GRAV-     980,001.0   (mgal)                       NAVD 88
 JZ1944
 JZ1944  VERT ORDER  -  SECOND    CLASS 0
 JZ1944
 JZ1944.The horizontal coordinates were scaled from a topographic map and have
 JZ1944.an estimated accuracy of +/- 6 seconds.
 JZ1944
 JZ1944.The orthometric height was determined by differential leveling
 JZ1944.and adjusted by the National Geodetic Survey in June 1991..
 JZ1944
 JZ1944.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1944.See file dsdata.txt to determine how the superseded data were derived.
 JZ1944
 JZ1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ386661(NAD 83)
 JZ1944_MARKER: DB = BENCH MARK DISK
 JZ1944_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1944_SP_SET: ABUTMENT
 JZ1944_STAMPING: K 258 1947
 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 = OCTOBER  6, 2006
 JZ1978 ***********************************************************************
 JZ1978  DESIGNATION -  K 259
 JZ1978  PID         -  JZ1978
 JZ1978  STATE/COUNTY-  IN/DECATUR
 JZ1978  USGS QUAD   -  NEW POINT (1993)
 JZ1978
 JZ1978                         *CURRENT SURVEY CONTROL
 JZ1978  ___________________________________________________________________
 JZ1978* NAD 83(1986)-  39 21 56.     (N)    085 20 02.     (W)     SCALED    
 JZ1978* NAVD 88     -       318.684  (meters)    1045.55   (feet)  ADJUSTED  
 JZ1978  ___________________________________________________________________
 JZ1978  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ1978  DYNAMIC HT  -         318.487 (meters)    1044.90  (feet)  COMP
 JZ1978  MODELED GRAV-     979,998.5   (mgal)                       NAVD 88
 JZ1978
 JZ1978  VERT ORDER  -  SECOND    CLASS 0
 JZ1978
 JZ1978.The horizontal coordinates were scaled from a topographic map and have
 JZ1978.an estimated accuracy of +/- 6 seconds.
 JZ1978
 JZ1978.The orthometric height was determined by differential leveling
 JZ1978.and adjusted by the National Geodetic Survey in June 1991..
 JZ1978
 JZ1978.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1978.See file dsdata.txt to determine how the superseded data were derived.
 JZ1978
 JZ1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ435586(NAD 83)
 JZ1978_MARKER: DB = BENCH MARK DISK
 JZ1978_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1978_SP_SET: BUILDING
 JZ1978_STAMPING: K 259 1947
 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 = OCTOBER  6, 2006
 LB0081 ***********************************************************************
 LB0081  DESIGNATION -  K 26
 LB0081  PID         -  LB0081
 LB0081  STATE/COUNTY-  IN/CASS
 LB0081  USGS QUAD   -  GALVESTON (1994)
 LB0081
 LB0081                         *CURRENT SURVEY CONTROL
 LB0081  ___________________________________________________________________
 LB0081* NAD 83(1986)-  40 35 24.     (N)    086 11 35.     (W)     SCALED    
 LB0081* NAVD 88     -       242.521  (meters)     795.67   (feet)  ADJUSTED  
 LB0081  ___________________________________________________________________
 LB0081  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 LB0081  DYNAMIC HT  -         242.399 (meters)     795.27  (feet)  COMP
 LB0081  MODELED GRAV-     980,117.5   (mgal)                       NAVD 88
 LB0081
 LB0081  VERT ORDER  -  SECOND    CLASS 0
 LB0081
 LB0081.The horizontal coordinates were scaled from a topographic map and have
 LB0081.an estimated accuracy of +/- 6 seconds.
 LB0081
 LB0081.The orthometric height was determined by differential leveling
 LB0081.and adjusted by the National Geodetic Survey in June 1991..
 LB0081
 LB0081.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0081.See file dsdata.txt to determine how the superseded data were derived.
 LB0081
 LB0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK682935(NAD 83)
 LB0081_MARKER: DB = BENCH MARK DISK
 LB0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0081_STAMPING: K 26 1934
 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             NGS
 LB0081
 LB0081                          STATION DESCRIPTION
 LB0081
 LB0081'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1965 ***********************************************************************
 JZ1965  DESIGNATION -  K 260
 JZ1965  PID         -  JZ1965
 JZ1965  STATE/COUNTY-  IN/FRANKLIN
 JZ1965  USGS QUAD   -  CLARKSBURG (1993)
 JZ1965
 JZ1965                         *CURRENT SURVEY CONTROL
 JZ1965  ___________________________________________________________________
 JZ1965* NAD 83(1986)-  39 23 17.     (N)    085 15 49.     (W)     SCALED    
 JZ1965* NAVD 88     -       296.258  (meters)     971.97   (feet)  ADJUSTED  
 JZ1965  ___________________________________________________________________
 JZ1965  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ1965  DYNAMIC HT  -         296.077 (meters)     971.38  (feet)  COMP
 JZ1965  MODELED GRAV-     980,006.9   (mgal)                       NAVD 88
 JZ1965
 JZ1965  VERT ORDER  -  SECOND    CLASS 0
 JZ1965
 JZ1965.The horizontal coordinates were scaled from a topographic map and have
 JZ1965.an estimated accuracy of +/- 6 seconds.
 JZ1965
 JZ1965.The orthometric height was determined by differential leveling
 JZ1965.and adjusted by the National Geodetic Survey in June 1991..
 JZ1965
 JZ1965.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1965.See file dsdata.txt to determine how the superseded data were derived.
 JZ1965
 JZ1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ495612(NAD 83)
 JZ1965_MARKER: DB = BENCH MARK DISK
 JZ1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1965_STAMPING: K 260 1947
 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 = OCTOBER  6, 2006
 JZ2005 ***********************************************************************
 JZ2005  DESIGNATION -  K 261
 JZ2005  PID         -  JZ2005
 JZ2005  STATE/COUNTY-  IN/FRANKLIN
 JZ2005  USGS QUAD   -  METAMORA (1993)
 JZ2005
 JZ2005                         *CURRENT SURVEY CONTROL
 JZ2005  ___________________________________________________________________
 JZ2005* NAD 83(1986)-  39 27 54.     (N)    085 11 07.     (W)     SCALED    
 JZ2005* NAVD 88     -       217.201  (meters)     712.60   (feet)  ADJUSTED  
 JZ2005  ___________________________________________________________________
 JZ2005  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ2005  DYNAMIC HT  -         217.068 (meters)     712.16  (feet)  COMP
 JZ2005  MODELED GRAV-     980,011.7   (mgal)                       NAVD 88
 JZ2005
 JZ2005  VERT ORDER  -  SECOND    CLASS 0
 JZ2005
 JZ2005.The horizontal coordinates were scaled from a topographic map and have
 JZ2005.an estimated accuracy of +/- 6 seconds.
 JZ2005
 JZ2005.The orthometric height was determined by differential leveling
 JZ2005.and adjusted by the National Geodetic Survey in June 1991..
 JZ2005
 JZ2005.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2005.See file dsdata.txt to determine how the superseded data were derived.
 JZ2005
 JZ2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ561699(NAD 83)
 JZ2005_MARKER: DB = BENCH MARK DISK
 JZ2005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2005_SP_SET: BRIDGE
 JZ2005_STAMPING: K 261 1947
 JZ2005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2005
 JZ2005  HISTORY     - Date     Condition        Report By
 JZ2005  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2048 ***********************************************************************
 JZ2048  DESIGNATION -  K 262
 JZ2048  PID         -  JZ2048
 JZ2048  STATE/COUNTY-  IN/FRANKLIN
 JZ2048  USGS QUAD   -  METAMORA (1993)
 JZ2048
 JZ2048                         *CURRENT SURVEY CONTROL
 JZ2048  ___________________________________________________________________
 JZ2048* NAD 83(1986)-  39 26 55.     (N)    085 07 58.     (W)     SCALED    
 JZ2048* NAVD 88     -       206.794  (meters)     678.46   (feet)  ADJUSTED  
 JZ2048  ___________________________________________________________________
 JZ2048  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ2048  DYNAMIC HT  -         206.668 (meters)     678.04  (feet)  COMP
 JZ2048  MODELED GRAV-     980,012.3   (mgal)                       NAVD 88
 JZ2048
 JZ2048  VERT ORDER  -  SECOND    CLASS 0
 JZ2048
 JZ2048.The horizontal coordinates were scaled from a topographic map and have
 JZ2048.an estimated accuracy of +/- 6 seconds.
 JZ2048
 JZ2048.The orthometric height was determined by differential leveling
 JZ2048.and adjusted by the National Geodetic Survey in June 1991..
 JZ2048
 JZ2048.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2048.See file dsdata.txt to determine how the superseded data were derived.
 JZ2048
 JZ2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ606682(NAD 83)
 JZ2048_MARKER: DB = BENCH MARK DISK
 JZ2048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2048_SP_SET: BRIDGE
 JZ2048_STAMPING: K 262 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1783 ***********************************************************************
 JZ1783  DESIGNATION -  K 263
 JZ1783  PID         -  JZ1783
 JZ1783  STATE/COUNTY-  IN/FAYETTE
 JZ1783  USGS QUAD   -  EVERTON (1993)
 JZ1783
 JZ1783                         *CURRENT SURVEY CONTROL
 JZ1783  ___________________________________________________________________
 JZ1783* NAD 83(1986)-  39 37 22.     (N)    085 03 15.     (W)     SCALED    
 JZ1783* NAVD 88     -       296.195  (meters)     971.77   (feet)  ADJUSTED  
 JZ1783  ___________________________________________________________________
 JZ1783  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JZ1783  DYNAMIC HT  -         296.018 (meters)     971.19  (feet)  COMP
 JZ1783  MODELED GRAV-     980,022.1   (mgal)                       NAVD 88
 JZ1783
 JZ1783  VERT ORDER  -  SECOND    CLASS 0
 JZ1783
 JZ1783.The horizontal coordinates were scaled from a topographic map and have
 JZ1783.an estimated accuracy of +/- 6 seconds.
 JZ1783
 JZ1783.The orthometric height was determined by differential leveling
 JZ1783.and adjusted by the National Geodetic Survey in June 1991..
 JZ1783
 JZ1783.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1783.See file dsdata.txt to determine how the superseded data were derived.
 JZ1783
 JZ1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ670877(NAD 83)
 JZ1783_MARKER: DB = BENCH MARK DISK
 JZ1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1783_STAMPING: K 263 1947
 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 = OCTOBER  6, 2006
 JZ2010 ***********************************************************************
 JZ2010  DESIGNATION -  K 264
 JZ2010  PID         -  JZ2010
 JZ2010  STATE/COUNTY-  IN/FRANKLIN
 JZ2010  USGS QUAD   -  BATESVILLE (1993)
 JZ2010
 JZ2010                         *CURRENT SURVEY CONTROL
 JZ2010  ___________________________________________________________________
 JZ2010* NAD 83(1986)-  39 20 17.     (N)    085 11 21.     (W)     SCALED    
 JZ2010* NAVD 88     -       296.675  (meters)     973.34   (feet)  ADJUSTED  
 JZ2010  ___________________________________________________________________
 JZ2010  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ2010  DYNAMIC HT  -         296.491 (meters)     972.74  (feet)  COMP
 JZ2010  MODELED GRAV-     979,999.9   (mgal)                       NAVD 88
 JZ2010
 JZ2010  VERT ORDER  -  SECOND    CLASS 0
 JZ2010
 JZ2010.The horizontal coordinates were scaled from a topographic map and have
 JZ2010.an estimated accuracy of +/- 6 seconds.
 JZ2010
 JZ2010.The orthometric height was determined by differential leveling
 JZ2010.and adjusted by the National Geodetic Survey in June 1991..
 JZ2010
 JZ2010.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2010.See file dsdata.txt to determine how the superseded data were derived.
 JZ2010
 JZ2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ560558(NAD 83)
 JZ2010_MARKER: DB = BENCH MARK DISK
 JZ2010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2010_STAMPING: K 264 1947
 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 = OCTOBER  6, 2006
 JZ0603 ***********************************************************************
 JZ0603  DESIGNATION -  K 265
 JZ0603  PID         -  JZ0603
 JZ0603  STATE/COUNTY-  IN/FRANKLIN
 JZ0603  USGS QUAD   -  CEDAR GROVE (1994)
 JZ0603
 JZ0603                         *CURRENT SURVEY CONTROL
 JZ0603  ___________________________________________________________________
 JZ0603* NAD 83(1986)-  39 20 18.     (N)    084 57 20.     (W)     SCALED    
 JZ0603* NAVD 88     -       275.551  (meters)     904.04   (feet)  ADJUSTED  
 JZ0603  ___________________________________________________________________
 JZ0603  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JZ0603  DYNAMIC HT  -         275.385 (meters)     903.49  (feet)  COMP
 JZ0603  MODELED GRAV-     980,015.1   (mgal)                       NAVD 88
 JZ0603
 JZ0603  VERT ORDER  -  SECOND    CLASS 0
 JZ0603
 JZ0603.The horizontal coordinates were scaled from a topographic map and have
 JZ0603.an estimated accuracy of +/- 6 seconds.
 JZ0603
 JZ0603.The orthometric height was determined by differential leveling
 JZ0603.and adjusted by the National Geodetic Survey in June 1991..
 JZ0603
 JZ0603.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0603.See file dsdata.txt to determine how the superseded data were derived.
 JZ0603
 JZ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ761563(NAD 83)
 JZ0603_MARKER: DB = BENCH MARK DISK
 JZ0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0603_STAMPING: K 265 1947
 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 = OCTOBER  6, 2006
 JZ2139 ***********************************************************************
 JZ2139  DESIGNATION -  K 266
 JZ2139  PID         -  JZ2139
 JZ2139  STATE/COUNTY-  IN/SHELBY
 JZ2139  USGS QUAD   -  WALDRON (1994)
 JZ2139
 JZ2139                         *CURRENT SURVEY CONTROL
 JZ2139  ___________________________________________________________________
 JZ2139* NAD 83(1986)-  39 25 40.     (N)    085 37 44.     (W)     SCALED    
 JZ2139* NAVD 88     -       261.342  (meters)     857.42   (feet)  ADJUSTED  
 JZ2139  ___________________________________________________________________
 JZ2139  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ2139  DYNAMIC HT  -         261.183 (meters)     856.90  (feet)  COMP
 JZ2139  MODELED GRAV-     980,012.2   (mgal)                       NAVD 88
 JZ2139
 JZ2139  VERT ORDER  -  FIRST     CLASS II
 JZ2139
 JZ2139.The horizontal coordinates were scaled from a topographic map and have
 JZ2139.an estimated accuracy of +/- 6 seconds.
 JZ2139
 JZ2139.The orthometric height was determined by differential leveling
 JZ2139.and adjusted by the National Geodetic Survey in June 1991..
 JZ2139
 JZ2139.The geoid height was determined by GEOID03.
 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     -   463,990.      103,250.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2139.See file dsdata.txt to determine how the superseded data were derived.
 JZ2139
 JZ2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ180651(NAD 83)
 JZ2139_MARKER: DB = BENCH MARK DISK
 JZ2139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2139_SP_SET: CONCRETE POST
 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
 JZ2139  HISTORY     - Date     Condition        Report By
 JZ2139  HISTORY     - 1947     MONUMENTED       CGS
 JZ2139  HISTORY     - 1986     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2254 ***********************************************************************
 JZ2254  DESIGNATION -  K 267
 JZ2254  PID         -  JZ2254
 JZ2254  STATE/COUNTY-  IN/SHELBY
 JZ2254  USGS QUAD   -  HOPE (1993)
 JZ2254
 JZ2254                         *CURRENT SURVEY CONTROL
 JZ2254  ___________________________________________________________________
 JZ2254* NAD 83(1986)-  39 21 53.     (N)    085 46 12.     (W)     SCALED    
 JZ2254* NAVD 88     -       220.065  (meters)     722.00   (feet)  ADJUSTED  
 JZ2254  ___________________________________________________________________
 JZ2254  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ2254  DYNAMIC HT  -         219.931 (meters)     721.56  (feet)  COMP
 JZ2254  MODELED GRAV-     980,015.4   (mgal)                       NAVD 88
 JZ2254
 JZ2254  VERT ORDER  -  SECOND    CLASS 0
 JZ2254
 JZ2254.The horizontal coordinates were scaled from a topographic map and have
 JZ2254.an estimated accuracy of +/- 6 seconds.
 JZ2254
 JZ2254.The orthometric height was determined by differential leveling
 JZ2254.and adjusted by the National Geodetic Survey in June 1991..
 JZ2254
 JZ2254.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2254.See file dsdata.txt to determine how the superseded data were derived.
 JZ2254
 JZ2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ059579(NAD 83)
 JZ2254_MARKER: DB = BENCH MARK DISK
 JZ2254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2254_STAMPING: K 267 1947
 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 = OCTOBER  6, 2006
 JZ2225 ***********************************************************************
 JZ2225  CBN         -  This is a Cooperative Base Network Control Station.
 JZ2225  DESIGNATION -  K 268
 JZ2225  PID         -  JZ2225
 JZ2225  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2225  USGS QUAD   -  ELIZABETHTOWN (1993)
 JZ2225
 JZ2225                         *CURRENT SURVEY CONTROL
 JZ2225  ___________________________________________________________________
 JZ2225* NAD 83(1997)-  39 13 26.47053(N)    085 50 24.88135(W)     ADJUSTED  
 JZ2225* NAVD 88     -       194.349  (meters)     637.63   (feet)  ADJUSTED  
 JZ2225  ___________________________________________________________________
 JZ2225  X           -     358,899.124 (meters)                     COMP
 JZ2225  Y           -  -4,934,728.566 (meters)                     COMP
 JZ2225  Z           -   4,011,715.527 (meters)                     COMP
 JZ2225  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 JZ2225  ELLIP HEIGHT-         160.41  (meters)          (04/10/98) GPS OBS
 JZ2225  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ2225  DYNAMIC HT  -         194.229 (meters)     637.23  (feet)  COMP
 JZ2225  MODELED GRAV-     980,008.0   (mgal)                       NAVD 88
 JZ2225
 JZ2225  HORZ ORDER  -  B
 JZ2225  VERT ORDER  -  SECOND    CLASS 0
 JZ2225  ELLP ORDER  -  FOURTH    CLASS I
 JZ2225
 JZ2225.The horizontal coordinates were established by GPS observations
 JZ2225.and adjusted by the National Geodetic Survey in April 1998..
 JZ2225
 JZ2225.The orthometric height was determined by differential leveling
 JZ2225.and adjusted by the National Geodetic Survey in June 1991..
 JZ2225
 JZ2225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2225
 JZ2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2225
 JZ2225.The ellipsoidal height was determined by GPS observations
 JZ2225.and is referenced to NAD 83.
 JZ2225
 JZ2225.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JZ2225;SPC IN E     -   441,379.942    85,011.574   MT  0.99996943   -0 06 35.1
 JZ2225;SPC IN E     - 1,448,094.03    278,908.81   sFT  0.99996943   -0 06 35.1
 JZ2225;UTM  16      - 4,342,277.495   600,109.177   MT  0.99972340   +0 44 00.4
 JZ2225
 JZ2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2225!SPC IN E     -   0.99997483  x   0.99996943  =   0.99994426
 JZ2225!UTM  16      -   0.99997483  x   0.99972340  =   0.99969824
 JZ2225
 JZ2225                          SUPERSEDED SURVEY CONTROL
 JZ2225
 JZ2225  NAVD 88 (04/10/98)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2225.See file dsdata.txt to determine how the superseded data were derived.
 JZ2225
 JZ2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0010942277(NAD 83)
 JZ2225_MARKER: DB = BENCH MARK DISK
 JZ2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2225_SP_SET: 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 - May 29, 2001
 JZ2225
 JZ2225  HISTORY     - Date     Condition        Report By
 JZ2225  HISTORY     - 1947     MONUMENTED       CGS
 JZ2225  HISTORY     - 19970819 GOOD             SEC
 JZ2225  HISTORY     - 20010529 GOOD             WOOLPT
 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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2593 ***********************************************************************
 JZ2593  DESIGNATION -  K 269
 JZ2593  PID         -  JZ2593
 JZ2593  STATE/COUNTY-  IN/SHELBY
 JZ2593  USGS QUAD   -  SHELBYVILLE (1994)
 JZ2593
 JZ2593                         *CURRENT SURVEY CONTROL
 JZ2593  ___________________________________________________________________
 JZ2593* NAD 83(1986)-  39 30 16.     (N)    085 46 49.     (W)     SCALED    
 JZ2593* NAVD 88     -       231.022  (meters)     757.94   (feet)  ADJUSTED  
 JZ2593  ___________________________________________________________________
 JZ2593  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JZ2593  DYNAMIC HT  -         230.886 (meters)     757.50  (feet)  COMP
 JZ2593  MODELED GRAV-     980,031.7   (mgal)                       NAVD 88
 JZ2593
 JZ2593  VERT ORDER  -  FIRST     CLASS II
 JZ2593
 JZ2593.The horizontal coordinates were scaled from a topographic map and have
 JZ2593.an estimated accuracy of +/- 6 seconds.
 JZ2593
 JZ2593.The orthometric height was determined by differential leveling
 JZ2593.and adjusted by the National Geodetic Survey in June 1991..
 JZ2593
 JZ2593.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2593.See file dsdata.txt to determine how the superseded data were derived.
 JZ2593
 JZ2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ048734(NAD 83)
 JZ2593_MARKER: DB = BENCH MARK DISK
 JZ2593_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2593_SP_SET: CULVERT
 JZ2593_STAMPING: K 269 1947
 JZ2593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2593
 JZ2593  HISTORY     - Date     Condition        Report By
 JZ2593  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0438 ***********************************************************************
 LB0438  DESIGNATION -  K 27
 LB0438  PID         -  LB0438
 LB0438  STATE/COUNTY-  IN/CLINTON
 LB0438  USGS QUAD   -  HILLISBURG (1977)
 LB0438
 LB0438                         *CURRENT SURVEY CONTROL
 LB0438  ___________________________________________________________________
 LB0438* NAD 83(1986)-  40 22 25.     (N)    086 19 55.     (W)     SCALED    
 LB0438* NAVD 88     -       268.921  (meters)     882.28   (feet)  ADJUSTED  
 LB0438  ___________________________________________________________________
 LB0438  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 LB0438  DYNAMIC HT  -         268.779 (meters)     881.82  (feet)  COMP
 LB0438  MODELED GRAV-     980,089.0   (mgal)                       NAVD 88
 LB0438
 LB0438  VERT ORDER  -  SECOND    CLASS 0
 LB0438
 LB0438.The horizontal coordinates were scaled from a topographic map and have
 LB0438.an estimated accuracy of +/- 6 seconds.
 LB0438
 LB0438.The orthometric height was determined by differential leveling
 LB0438.and adjusted by the National Geodetic Survey in June 1991..
 LB0438.WARNING-Repeat measurements at this control monument indicate possible
 LB0438.vertical movement.
 LB0438
 LB0438.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0438.See file dsdata.txt to determine how the superseded data were derived.
 LB0438
 LB0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK567694(NAD 83)
 LB0438_MARKER: DB = BENCH MARK DISK
 LB0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0438_STAMPING: K 27 1934
 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             NGS
 LB0438
 LB0438                          STATION DESCRIPTION
 LB0438
 LB0438'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2162 ***********************************************************************
 JZ2162  DESIGNATION -  K 270
 JZ2162  PID         -  JZ2162
 JZ2162  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2162  USGS QUAD   -  GRAMMER (1993)
 JZ2162
 JZ2162                         *CURRENT SURVEY CONTROL
 JZ2162  ___________________________________________________________________
 JZ2162* NAD 83(1986)-  39 07 49.     (N)    085 43 28.     (W)     SCALED    
 JZ2162* NAVD 88     -       220.025  (meters)     721.87   (feet)  ADJUSTED  
 JZ2162  ___________________________________________________________________
 JZ2162  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ2162  DYNAMIC HT  -         219.887 (meters)     721.41  (feet)  COMP
 JZ2162  MODELED GRAV-     979,997.9   (mgal)                       NAVD 88
 JZ2162
 JZ2162  VERT ORDER  -  SECOND    CLASS 0
 JZ2162
 JZ2162.The horizontal coordinates were scaled from a topographic map and have
 JZ2162.an estimated accuracy of +/- 6 seconds.
 JZ2162
 JZ2162.The orthometric height was determined by differential leveling
 JZ2162.and adjusted by the National Geodetic Survey in June 1991..
 JZ2162
 JZ2162.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2162.See file dsdata.txt to determine how the superseded data were derived.
 JZ2162
 JZ2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ102320(NAD 83)
 JZ2162_MARKER: DB = BENCH MARK DISK
 JZ2162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2162_STAMPING: K 270 1947
 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 = OCTOBER  6, 2006
 JZ2098 ***********************************************************************
 JZ2098  DESIGNATION -  K 271
 JZ2098  PID         -  JZ2098
 JZ2098  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2098  USGS QUAD   -  AZALIA (1993)
 JZ2098
 JZ2098                         *CURRENT SURVEY CONTROL
 JZ2098  ___________________________________________________________________
 JZ2098* NAD 83(1986)-  39 07 05.     (N)    085 51 19.     (W)     SCALED    
 JZ2098* NAVD 88     -       183.947  (meters)     603.50   (feet)  ADJUSTED  
 JZ2098  ___________________________________________________________________
 JZ2098  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JZ2098  DYNAMIC HT  -         183.833 (meters)     603.13  (feet)  COMP
 JZ2098  MODELED GRAV-     980,004.5   (mgal)                       NAVD 88
 JZ2098
 JZ2098  VERT ORDER  -  SECOND    CLASS 0
 JZ2098
 JZ2098.The horizontal coordinates were scaled from a topographic map and have
 JZ2098.an estimated accuracy of +/- 6 seconds.
 JZ2098
 JZ2098.The orthometric height was determined by differential leveling
 JZ2098.and adjusted by the National Geodetic Survey in June 1991..
 JZ2098
 JZ2098.The geoid height was determined by GEOID03.
 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     -   429,620.       83,690.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2098.See file dsdata.txt to determine how the superseded data were derived.
 JZ2098
 JZ2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ989305(NAD 83)
 JZ2098_MARKER: DB = BENCH MARK DISK
 JZ2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2098_STAMPING: K 271 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1832 ***********************************************************************
 JZ1832  DESIGNATION -  K 272
 JZ1832  PID         -  JZ1832
 JZ1832  STATE/COUNTY-  IN/FRANKLIN
 JZ1832  USGS QUAD   -  NEW POINT (1993)
 JZ1832
 JZ1832                         *CURRENT SURVEY CONTROL
 JZ1832  ___________________________________________________________________
 JZ1832* NAD 83(1986)-  39 18 17.     (N)    085 17 37.     (W)     SCALED    
 JZ1832* NAVD 88     -       298.804  (meters)     980.33   (feet)  ADJUSTED  
 JZ1832  ___________________________________________________________________
 JZ1832  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ1832  DYNAMIC HT  -         298.617 (meters)     979.71  (feet)  COMP
 JZ1832  MODELED GRAV-     979,994.1   (mgal)                       NAVD 88
 JZ1832
 JZ1832  VERT ORDER  -  FIRST     CLASS II
 JZ1832
 JZ1832.The horizontal coordinates were scaled from a topographic map and have
 JZ1832.an estimated accuracy of +/- 6 seconds.
 JZ1832
 JZ1832.The orthometric height was determined by differential leveling
 JZ1832.and adjusted by the National Geodetic Survey in June 1991..
 JZ1832
 JZ1832.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1832.See file dsdata.txt to determine how the superseded data were derived.
 JZ1832
 JZ1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ471519(NAD 83)
 JZ1832_MARKER: DB = BENCH MARK DISK
 JZ1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1832_STAMPING: K 272 1947
 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 = OCTOBER  6, 2006
 JZ0535 ***********************************************************************
 JZ0535  DESIGNATION -  K 273
 JZ0535  PID         -  JZ0535
 JZ0535  STATE/COUNTY-  IN/DEARBORN
 JZ0535  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ0535
 JZ0535                         *CURRENT SURVEY CONTROL
 JZ0535  ___________________________________________________________________
 JZ0535* NAD 83(1986)-  39 07 23.     (N)    084 50 50.     (W)     SCALED    
 JZ0535* NAVD 88     -       149.055  (meters)     489.02   (feet)  ADJUSTED  
 JZ0535  ___________________________________________________________________
 JZ0535  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ0535  DYNAMIC HT  -         148.962 (meters)     488.72  (feet)  COMP
 JZ0535  MODELED GRAV-     980,005.5   (mgal)                       NAVD 88
 JZ0535
 JZ0535  VERT ORDER  -  FIRST     CLASS II
 JZ0535
 JZ0535.The horizontal coordinates were scaled from a topographic map and have
 JZ0535.an estimated accuracy of +/- 6 seconds.
 JZ0535
 JZ0535.The orthometric height was determined by differential leveling
 JZ0535.and adjusted by the National Geodetic Survey in June 1991..
 JZ0535
 JZ0535.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0535.See file dsdata.txt to determine how the superseded data were derived.
 JZ0535
 JZ0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ860326(NAD 83)
 JZ0535_MARKER: DB = BENCH MARK DISK
 JZ0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0535_STAMPING: K 273 1947
 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 = OCTOBER  6, 2006
 JZ0932 ***********************************************************************
 JZ0932  DESIGNATION -  K 274
 JZ0932  PID         -  JZ0932
 JZ0932  STATE/COUNTY-  IN/FRANKLIN
 JZ0932  USGS QUAD   -  HARRISON (1996)
 JZ0932
 JZ0932                         *CURRENT SURVEY CONTROL
 JZ0932  ___________________________________________________________________
 JZ0932* NAD 83(1986)-  39 18 57.     (N)    084 50 48.     (W)     SCALED    
 JZ0932* NAVD 88     -       202.469  (meters)     664.27   (feet)  ADJUSTED  
 JZ0932  ___________________________________________________________________
 JZ0932  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JZ0932  DYNAMIC HT  -         202.350 (meters)     663.88  (feet)  COMP
 JZ0932  MODELED GRAV-     980,036.3   (mgal)                       NAVD 88
 JZ0932
 JZ0932  VERT ORDER  -  SECOND    CLASS 0
 JZ0932
 JZ0932.The horizontal coordinates were scaled from a topographic map and have
 JZ0932.an estimated accuracy of +/- 6 seconds.
 JZ0932
 JZ0932.The orthometric height was determined by differential leveling
 JZ0932.and adjusted by the National Geodetic Survey in June 1991..
 JZ0932
 JZ0932.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0932.See file dsdata.txt to determine how the superseded data were derived.
 JZ0932
 JZ0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ856540(NAD 83)
 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_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 = OCTOBER  6, 2006
 HB0092 ***********************************************************************
 HB0092  DESIGNATION -  K 275
 HB0092  PID         -  HB0092
 HB0092  STATE/COUNTY-  IN/POSEY
 HB0092  USGS QUAD   -  EMMA (1978)
 HB0092
 HB0092                         *CURRENT SURVEY CONTROL
 HB0092  ___________________________________________________________________
 HB0092* NAD 83(1986)-  37 53 19.     (N)    088 00 39.     (W)     SCALED    
 HB0092* NAVD 88     -       110.003  (meters)     360.90   (feet)  ADJUSTED  
 HB0092  ___________________________________________________________________
 HB0092  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 HB0092  DYNAMIC HT  -         109.928 (meters)     360.66  (feet)  COMP
 HB0092  MODELED GRAV-     979,946.3   (mgal)                       NAVD 88
 HB0092
 HB0092  VERT ORDER  -  FIRST     CLASS II
 HB0092
 HB0092.The horizontal coordinates were scaled from a topographic map and have
 HB0092.an estimated accuracy of +/- 6 seconds.
 HB0092
 HB0092.The orthometric height was determined by differential leveling
 HB0092.and adjusted by the National Geodetic Survey in June 1991..
 HB0092
 HB0092.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HB0092
 HB0092  NGVD 29 (??/??/??)  110.111  (m)          361.26   (f) ADJUSTED    1 2
 HB0092
 HB0092.Superseded values are not recommended for survey control.
 HB0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0092.See file dsdata.txt to determine how the superseded data were derived.
 HB0092
 HB0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG111939(NAD 83)
 HB0092_MARKER: DB = BENCH MARK DISK
 HB0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0092_STAMPING: K 275 1954
 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 = OCTOBER  6, 2006
 JZ1601 ***********************************************************************
 JZ1601  DESIGNATION -  K 276
 JZ1601  PID         -  JZ1601
 JZ1601  STATE/COUNTY-  IN/WAYNE
 JZ1601  USGS QUAD   -  CONNERSVILLE (1972)
 JZ1601
 JZ1601                         *CURRENT SURVEY CONTROL
 JZ1601  ___________________________________________________________________
 JZ1601* NAD 83(1986)-  39 44 06.     (N)    085 10 31.     (W)     SCALED    
 JZ1601* NAVD 88     -       313.097  (meters)    1027.22   (feet)  ADJUSTED  
 JZ1601  ___________________________________________________________________
 JZ1601  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JZ1601  DYNAMIC HT  -         312.915 (meters)    1026.62  (feet)  COMP
 JZ1601  MODELED GRAV-     980,036.5   (mgal)                       NAVD 88
 JZ1601
 JZ1601  VERT ORDER  -  SECOND    CLASS 0
 JZ1601
 JZ1601.The horizontal coordinates were scaled from a topographic map and have
 JZ1601.an estimated accuracy of +/- 6 seconds.
 JZ1601
 JZ1601.The orthometric height was determined by differential leveling
 JZ1601.and adjusted by the National Geodetic Survey in June 1991..
 JZ1601
 JZ1601.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1601.See file dsdata.txt to determine how the superseded data were derived.
 JZ1601
 JZ1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ563999(NAD 83)
 JZ1601_MARKER: DB = BENCH MARK DISK
 JZ1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1601_STAMPING: K 276 1947
 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 = OCTOBER  6, 2006
 JZ1291 ***********************************************************************
 JZ1291  DESIGNATION -  K 277
 JZ1291  PID         -  JZ1291
 JZ1291  STATE/COUNTY-  IN/WAYNE
 JZ1291  USGS QUAD   -  FAIRHAVEN (1960)
 JZ1291
 JZ1291                         *CURRENT SURVEY CONTROL
 JZ1291  ___________________________________________________________________
 JZ1291* NAD 83(1986)-  39 44 01.     (N)    084 52 15.     (W)     SCALED    
 JZ1291* NAVD 88     -       336.446  (meters)    1103.82   (feet)  ADJUSTED  
 JZ1291  ___________________________________________________________________
 JZ1291  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JZ1291  DYNAMIC HT  -         336.248 (meters)    1103.17  (feet)  COMP
 JZ1291  MODELED GRAV-     980,027.9   (mgal)                       NAVD 88
 JZ1291
 JZ1291  VERT ORDER  -  SECOND    CLASS 0
 JZ1291
 JZ1291.The horizontal coordinates were scaled from a topographic map and have
 JZ1291.an estimated accuracy of +/- 6 seconds.
 JZ1291
 JZ1291.The orthometric height was determined by differential leveling
 JZ1291.and adjusted by the National Geodetic Survey in June 1991..
 JZ1291
 JZ1291.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1291.See file dsdata.txt to determine how the superseded data were derived.
 JZ1291
 JZ1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK824003(NAD 83)
 JZ1291_MARKER: DB = BENCH MARK DISK
 JZ1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1291_STAMPING: K 277 1947
 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 = OCTOBER  6, 2006
 HZ1314 ***********************************************************************
 HZ1314  DESIGNATION -  K 278
 HZ1314  PID         -  HZ1314
 HZ1314  STATE/COUNTY-  IN/CLARK
 HZ1314  USGS QUAD   -  SPEED (1994)
 HZ1314
 HZ1314                         *CURRENT SURVEY CONTROL
 HZ1314  ___________________________________________________________________
 HZ1314* NAD 83(1986)-  38 26 50.     (N)    085 49 48.     (W)     SCALED    
 HZ1314* NAVD 88     -       150.975  (meters)     495.32   (feet)  ADJUSTED  
 HZ1314  ___________________________________________________________________
 HZ1314  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HZ1314  DYNAMIC HT  -         150.873 (meters)     494.99  (feet)  COMP
 HZ1314  MODELED GRAV-     979,954.3   (mgal)                       NAVD 88
 HZ1314
 HZ1314  VERT ORDER  -  FIRST     CLASS II
 HZ1314
 HZ1314.The horizontal coordinates were scaled from a topographic map and have
 HZ1314.an estimated accuracy of +/- 6 seconds.
 HZ1314
 HZ1314.The orthometric height was determined by differential leveling
 HZ1314.and adjusted by the National Geodetic Survey in June 1991..
 HZ1314
 HZ1314.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1314.See file dsdata.txt to determine how the superseded data were derived.
 HZ1314
 HZ1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH020560(NAD 83)
 HZ1314_MARKER: DB = BENCH MARK DISK
 HZ1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1314_STAMPING: K 278 1949
 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 = OCTOBER  6, 2006
 JA0198 ***********************************************************************
 JA0198  DESIGNATION -  K 279
 JA0198  PID         -  JA0198
 JA0198  STATE/COUNTY-  IN/WASHINGTON
 JA0198  USGS QUAD   -  SMEDLEY (1994)
 JA0198
 JA0198                         *CURRENT SURVEY CONTROL
 JA0198  ___________________________________________________________________
 JA0198* NAD 83(1986)-  38 37 51.     (N)    086 09 23.     (W)     SCALED    
 JA0198* NAVD 88     -       255.504  (meters)     838.27   (feet)  ADJUSTED  
 JA0198  ___________________________________________________________________
 JA0198  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JA0198  DYNAMIC HT  -         255.334 (meters)     837.71  (feet)  COMP
 JA0198  MODELED GRAV-     979,957.5   (mgal)                       NAVD 88
 JA0198
 JA0198  VERT ORDER  -  FIRST     CLASS II
 JA0198
 JA0198.The horizontal coordinates were scaled from a topographic map and have
 JA0198.an estimated accuracy of +/- 6 seconds.
 JA0198
 JA0198.The orthometric height was determined by differential leveling
 JA0198.and adjusted by the National Geodetic Survey in June 1991..
 JA0198
 JA0198.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0198.See file dsdata.txt to determine how the superseded data were derived.
 JA0198
 JA0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH734761(NAD 83)
 JA0198_MARKER: DB = BENCH MARK DISK
 JA0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0198_STAMPING: K 279 1949
 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 = OCTOBER  6, 2006
 KA0397 ***********************************************************************
 KA0397  DESIGNATION -  K 280
 KA0397  PID         -  KA0397
 KA0397  STATE/COUNTY-  IN/GREENE
 KA0397  USGS QUAD   -  STANFORD (1990)
 KA0397
 KA0397                         *CURRENT SURVEY CONTROL
 KA0397  ___________________________________________________________________
 KA0397* NAD 83(1986)-  39 01 33.     (N)    086 44 00.     (W)     SCALED    
 KA0397* NAVD 88     -       248.290  (meters)     814.60   (feet)  ADJUSTED  
 KA0397  ___________________________________________________________________
 KA0397  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KA0397  DYNAMIC HT  -         248.134 (meters)     814.09  (feet)  COMP
 KA0397  MODELED GRAV-     979,995.5   (mgal)                       NAVD 88
 KA0397
 KA0397  VERT ORDER  -  FIRST     CLASS II
 KA0397
 KA0397.The horizontal coordinates were scaled from a topographic map and have
 KA0397.an estimated accuracy of +/- 6 seconds.
 KA0397
 KA0397.The orthometric height was determined by differential leveling
 KA0397.and adjusted by the National Geodetic Survey in June 1991..
 KA0397
 KA0397.The geoid height was determined by GEOID03.
 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     -   419,420.      930,310.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0397.See file dsdata.txt to determine how the superseded data were derived.
 KA0397
 KA0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ230196(NAD 83)
 KA0397_MARKER: DB = BENCH MARK DISK
 KA0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0397_STAMPING: K 280 1949
 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 = OCTOBER  6, 2006
 JA0779 ***********************************************************************
 JA0779  DESIGNATION -  K 281
 JA0779  PID         -  JA0779
 JA0779  STATE/COUNTY-  IN/LAWRENCE
 JA0779  USGS QUAD   -  BEDFORD WEST (1993)
 JA0779
 JA0779                         *CURRENT SURVEY CONTROL
 JA0779  ___________________________________________________________________
 JA0779* NAD 83(1986)-  38 50 12.     (N)    086 30 03.     (W)     SCALED    
 JA0779* NAVD 88     -       197.362  (meters)     647.51   (feet)  ADJUSTED  
 JA0779  ___________________________________________________________________
 JA0779  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JA0779  DYNAMIC HT  -         197.239 (meters)     647.11  (feet)  COMP
 JA0779  MODELED GRAV-     979,998.3   (mgal)                       NAVD 88
 JA0779
 JA0779  VERT ORDER  -  FIRST     CLASS II
 JA0779
 JA0779.The horizontal coordinates were scaled from a topographic map and have
 JA0779.an estimated accuracy of +/- 6 seconds.
 JA0779
 JA0779.The orthometric height was determined by differential leveling
 JA0779.and adjusted by the National Geodetic Survey in June 1991..
 JA0779
 JA0779.The geoid height was determined by GEOID03.
 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     -   398,530.      950,570.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0779.See file dsdata.txt to determine how the superseded data were derived.
 JA0779
 JA0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH433987(NAD 83)
 JA0779_MARKER: DB = BENCH MARK DISK
 JA0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0779_STAMPING: K 281 1949
 JA0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0779+STABILITY: SURFACE MOTION
 JA0779
 JA0779  HISTORY     - Date     Condition        Report By
 JA0779  HISTORY     - 1949     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0795 ***********************************************************************
 JA0795  DESIGNATION -  K 282
 JA0795  PID         -  JA0795
 JA0795  STATE/COUNTY-  IN/LAWRENCE
 JA0795  USGS QUAD   -  OWENSBURG (1978)
 JA0795
 JA0795                         *CURRENT SURVEY CONTROL
 JA0795  ___________________________________________________________________
 JA0795* NAD 83(1986)-  38 55 13.     (N)    086 38 33.     (W)     SCALED    
 JA0795* NAVD 88     -       180.292  (meters)     591.51   (feet)  ADJUSTED  
 JA0795  ___________________________________________________________________
 JA0795  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JA0795  DYNAMIC HT  -         180.179 (meters)     591.14  (feet)  COMP
 JA0795  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 JA0795
 JA0795  VERT ORDER  -  FIRST     CLASS II
 JA0795
 JA0795.The horizontal coordinates were scaled from a topographic map and have
 JA0795.an estimated accuracy of +/- 6 seconds.
 JA0795
 JA0795.The orthometric height was determined by differential leveling
 JA0795.and adjusted by the National Geodetic Survey in June 1991..
 JA0795
 JA0795.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0795.See file dsdata.txt to determine how the superseded data were derived.
 JA0795
 JA0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ309079(NAD 83)
 JA0795_MARKER: DB = BENCH MARK DISK
 JA0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0795_STAMPING: K 282 1949
 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 = OCTOBER  6, 2006
 JA1204 ***********************************************************************
 JA1204  DESIGNATION -  K 283
 JA1204  PID         -  JA1204
 JA1204  STATE/COUNTY-  IN/POSEY
 JA1204  USGS QUAD   -  NEW HARMONY (1980)
 JA1204
 JA1204                         *CURRENT SURVEY CONTROL
 JA1204  ___________________________________________________________________
 JA1204* NAD 83(1986)-  38 12 03.     (N)    087 57 04.     (W)     SCALED    
 JA1204* NAVD 88     -       115.749  (meters)     379.75   (feet)  ADJUSTED  
 JA1204  ___________________________________________________________________
 JA1204  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 JA1204  DYNAMIC HT  -         115.672 (meters)     379.50  (feet)  COMP
 JA1204  MODELED GRAV-     979,965.7   (mgal)                       NAVD 88
 JA1204
 JA1204  VERT ORDER  -  FIRST     CLASS II
 JA1204
 JA1204.The horizontal coordinates were scaled from a topographic map and have
 JA1204.an estimated accuracy of +/- 6 seconds.
 JA1204
 JA1204.The orthometric height was determined by differential leveling
 JA1204.and adjusted by the National Geodetic Survey in June 1991..
 JA1204
 JA1204.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1204.See file dsdata.txt to determine how the superseded data were derived.
 JA1204
 JA1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH167285(NAD 83)
 JA1204_MARKER: DB = BENCH MARK DISK
 JA1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1204_STAMPING: K 283 1954
 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 = OCTOBER  6, 2006
 JA1331 ***********************************************************************
 JA1331  DESIGNATION -  K 285
 JA1331  PID         -  JA1331
 JA1331  STATE/COUNTY-  IN/KNOX
 JA1331  USGS QUAD   -  VINCENNES (1998)
 JA1331
 JA1331                         *CURRENT SURVEY CONTROL
 JA1331  ___________________________________________________________________
 JA1331* NAD 83(1986)-  38 40 34.     (N)    087 32 34.     (W)     SCALED    
 JA1331* NAVD 88     -       127.817  (meters)     419.35   (feet)  ADJUSTED  
 JA1331  ___________________________________________________________________
 JA1331  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 JA1331  DYNAMIC HT  -         127.738 (meters)     419.09  (feet)  COMP
 JA1331  MODELED GRAV-     980,010.7   (mgal)                       NAVD 88
 JA1331
 JA1331  VERT ORDER  -  FIRST     CLASS II
 JA1331
 JA1331.The horizontal coordinates were scaled from a topographic map and have
 JA1331.an estimated accuracy of +/- 6 seconds.
 JA1331
 JA1331.The orthometric height was determined by differential leveling
 JA1331.and adjusted by the National Geodetic Survey in June 1991..
 JA1331
 JA1331.The geoid height was determined by GEOID03.
 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     -   380,640.      860,020.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1331.See file dsdata.txt to determine how the superseded data were derived.
 JA1331
 JA1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH527809(NAD 83)
 JA1331_MARKER: DB = BENCH MARK DISK
 JA1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1331_STAMPING: K 285 1954
 JA1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1331+STABILITY: SURFACE MOTION
 JA1331
 JA1331  HISTORY     - Date     Condition        Report By
 JA1331  HISTORY     - 1954     MONUMENTED       CGS
 JA1331  HISTORY     - 1981     GOOD             USE
 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 ENGINEERS 1981
 JA1331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1142 ***********************************************************************
 ME1142  DESIGNATION -  K 286
 ME1142  PID         -  ME1142
 ME1142  STATE/COUNTY-  IN/LAKE
 ME1142  USGS QUAD   -  LOWELL (1992)
 ME1142
 ME1142                         *CURRENT SURVEY CONTROL
 ME1142  ___________________________________________________________________
 ME1142* NAD 83(1986)-  41 15 06.     (N)    087 28 02.     (W)     SCALED    
 ME1142* NAVD 88     -       210.664  (meters)     691.15   (feet)  ADJUSTED  
 ME1142  ___________________________________________________________________
 ME1142  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 ME1142  DYNAMIC HT  -         210.576 (meters)     690.86  (feet)  COMP
 ME1142  MODELED GRAV-     980,203.9   (mgal)                       NAVD 88
 ME1142
 ME1142  VERT ORDER  -  SECOND    CLASS 0
 ME1142
 ME1142.The horizontal coordinates were scaled from a topographic map and have
 ME1142.an estimated accuracy of +/- 6 seconds.
 ME1142
 ME1142.The orthometric height was determined by differential leveling
 ME1142.and adjusted by the National Geodetic Survey in June 1991..
 ME1142
 ME1142.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1142.See file dsdata.txt to determine how the superseded data were derived.
 ME1142
 ME1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL608668(NAD 83)
 ME1142_MARKER: DB = BENCH MARK DISK
 ME1142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1142_SP_SET: CATCH BASIN
 ME1142_STAMPING: K 286 1954
 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 = OCTOBER  6, 2006
 JA1293 ***********************************************************************
 JA1293  DESIGNATION -  K 292
 JA1293  PID         -  JA1293
 JA1293  STATE/COUNTY-  IN/SULLIVAN
 JA1293  USGS QUAD   -  HEATHSVILLE (1989)
 JA1293
 JA1293                         *CURRENT SURVEY CONTROL
 JA1293  ___________________________________________________________________
 JA1293* NAD 83(1986)-  38 56 05.     (N)    087 30 54.     (W)     SCALED    
 JA1293* NAVD 88     -       131.997  (meters)     433.06   (feet)  ADJUSTED  
 JA1293  ___________________________________________________________________
 JA1293  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JA1293  DYNAMIC HT  -         131.918 (meters)     432.80  (feet)  COMP
 JA1293  MODELED GRAV-     980,029.5   (mgal)                       NAVD 88
 JA1293
 JA1293  VERT ORDER  -  FIRST     CLASS II
 JA1293
 JA1293.The horizontal coordinates were scaled from a topographic map and have
 JA1293.an estimated accuracy of +/- 6 seconds.
 JA1293
 JA1293.The orthometric height was determined by differential leveling
 JA1293.and adjusted by the National Geodetic Survey in June 1991..
 JA1293
 JA1293.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1293.See file dsdata.txt to determine how the superseded data were derived.
 JA1293
 JA1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ553096(NAD 83)
 JA1293_MARKER: DB = BENCH MARK DISK
 JA1293_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1293_SP_SET: BRIDGE
 JA1293_STAMPING: K 292 1956
 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 = OCTOBER  6, 2006
 KA1126 ***********************************************************************
 KA1126  DESIGNATION -  K 293
 KA1126  PID         -  KA1126
 KA1126  STATE/COUNTY-  IN/VIGO
 KA1126  USGS QUAD   -  TERRE HAUTE (1993)
 KA1126
 KA1126                         *CURRENT SURVEY CONTROL
 KA1126  ___________________________________________________________________
 KA1126* NAD 83(1986)-  39 23 00.     (N)    087 27 13.     (W)     SCALED    
 KA1126* NAVD 88     -       144.970  (meters)     475.62   (feet)  ADJUSTED  
 KA1126  ___________________________________________________________________
 KA1126  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KA1126  DYNAMIC HT  -         144.887 (meters)     475.35  (feet)  COMP
 KA1126  MODELED GRAV-     980,054.0   (mgal)                       NAVD 88
 KA1126
 KA1126  VERT ORDER  -  FIRST     CLASS II
 KA1126
 KA1126.The horizontal coordinates were scaled from a topographic map and have
 KA1126.an estimated accuracy of +/- 6 seconds.
 KA1126
 KA1126.The orthometric height was determined by differential leveling
 KA1126.and adjusted by the National Geodetic Survey in June 1991..
 KA1126
 KA1126.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1126.See file dsdata.txt to determine how the superseded data were derived.
 KA1126
 KA1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ609594(NAD 83)
 KA1126_MARKER: DB = BENCH MARK DISK
 KA1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1126_STAMPING: K 293 1956
 KA1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1126+STABILITY: SURFACE MOTION
 KA1126
 KA1126  HISTORY     - Date     Condition        Report By
 KA1126  HISTORY     - 1956     MONUMENTED       CGS
 KA1126  HISTORY     - 20050722 GOOD             JCLS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1100 ***********************************************************************
 KA1100  DESIGNATION -  K 294
 KA1100  PID         -  KA1100
 KA1100  STATE/COUNTY-  IN/VIGO
 KA1100  USGS QUAD   -  TERRE HAUTE (1993)
 KA1100
 KA1100                         *CURRENT SURVEY CONTROL
 KA1100  ___________________________________________________________________
 KA1100* NAD 83(1986)-  39 28 12.     (N)    087 26 48.     (W)     SCALED    
 KA1100* NAVD 88     -       145.545  (meters)     477.51   (feet)  ADJUSTED  
 KA1100  ___________________________________________________________________
 KA1100  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KA1100  DYNAMIC HT  -         145.462 (meters)     477.24  (feet)  COMP
 KA1100  MODELED GRAV-     980,059.5   (mgal)                       NAVD 88
 KA1100
 KA1100  VERT ORDER  -  FIRST     CLASS II
 KA1100
 KA1100.The horizontal coordinates were scaled from a topographic map and have
 KA1100.an estimated accuracy of +/- 6 seconds.
 KA1100
 KA1100.The orthometric height was determined by differential leveling
 KA1100.and adjusted by the National Geodetic Survey in June 1991..
 KA1100
 KA1100.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1100.See file dsdata.txt to determine how the superseded data were derived.
 KA1100
 KA1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ615690(NAD 83)
 KA1100_MARKER: DB = BENCH MARK DISK
 KA1100_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KA1100_SP_SET: 55 FEET
 KA1100_STAMPING: K 294 1956
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1660 ***********************************************************************
 JZ1660  DESIGNATION -  K 3
 JZ1660  PID         -  JZ1660
 JZ1660  STATE/COUNTY-  IN/UNION
 JZ1660  USGS QUAD   -  BROWNSVILLE (1983)
 JZ1660
 JZ1660                         *CURRENT SURVEY CONTROL
 JZ1660  ___________________________________________________________________
 JZ1660* NAD 83(1986)-  39 39 49.     (N)    085 00 16.     (W)     SCALED    
 JZ1660* NAVD 88     -       241.775  (meters)     793.22   (feet)  ADJUSTED  
 JZ1660  ___________________________________________________________________
 JZ1660  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JZ1660  DYNAMIC HT  -         241.634 (meters)     792.76  (feet)  COMP
 JZ1660  MODELED GRAV-     980,037.6   (mgal)                       NAVD 88
 JZ1660
 JZ1660  VERT ORDER  -  SECOND    CLASS 0
 JZ1660
 JZ1660.The horizontal coordinates were scaled from a topographic map and have
 JZ1660.an estimated accuracy of +/- 6 seconds.
 JZ1660
 JZ1660.The orthometric height was determined by differential leveling
 JZ1660.and adjusted by the National Geodetic Survey in June 1991..
 JZ1660
 JZ1660.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1660.See file dsdata.txt to determine how the superseded data were derived.
 JZ1660
 JZ1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ711923(NAD 83)
 JZ1660_MARKER: DB = BENCH MARK DISK
 JZ1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1660_STAMPING: K 3 1928
 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             NGS
 JZ1660
 JZ1660                          STATION DESCRIPTION
 JZ1660
 JZ1660'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0652 ***********************************************************************
 KA0652  DESIGNATION -  K 3 RESET
 KA0652  PID         -  KA0652
 KA0652  STATE/COUNTY-  IN/PUTNAM
 KA0652  USGS QUAD   -  CLINTON FALLS (1981)
 KA0652
 KA0652                         *CURRENT SURVEY CONTROL
 KA0652  ___________________________________________________________________
 KA0652* NAD 83(1986)-  39 38 59.     (N)    086 53 03.     (W)     SCALED    
 KA0652* NAVD 88     -       220.277  (meters)     722.69   (feet)  ADJUSTED  
 KA0652  ___________________________________________________________________
 KA0652  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KA0652  DYNAMIC HT  -         220.153 (meters)     722.29  (feet)  COMP
 KA0652  MODELED GRAV-     980,057.4   (mgal)                       NAVD 88
 KA0652
 KA0652  VERT ORDER  -  FIRST     CLASS II
 KA0652
 KA0652.The horizontal coordinates were scaled from a topographic map and have
 KA0652.an estimated accuracy of +/- 6 seconds.
 KA0652
 KA0652.The orthometric height was determined by differential leveling
 KA0652.and adjusted by the National Geodetic Survey in June 1991..
 KA0652
 KA0652.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0652.See file dsdata.txt to determine how the superseded data were derived.
 KA0652
 KA0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ099888(NAD 83)
 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             NGS
 KA0652  HISTORY     - 1985     GOOD             NGS
 KA0652
 KA0652                          STATION DESCRIPTION
 KA0652
 KA0652'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 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  USGS QUAD   -  BROWNSVILLE (1983)
 JZ1661
 JZ1661                         *CURRENT SURVEY CONTROL
 JZ1661  ___________________________________________________________________
 JZ1661* NAD 83(1997)-  39 39 50.94506(N)    085 00 14.37659(W)     ADJUSTED  
 JZ1661* NAVD 88     -       241.7    (meters)     793.     (feet)  GPS OBS   
 JZ1661  ___________________________________________________________________
 JZ1661  X           -     428,181.885 (meters)                     COMP
 JZ1661  Y           -  -4,898,073.340 (meters)                     COMP
 JZ1661  Z           -   4,049,482.624 (meters)                     COMP
 JZ1661  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 JZ1661  ELLIP HEIGHT-         207.96  (meters)          (04/10/98) GPS OBS
 JZ1661  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JZ1661
 JZ1661  HORZ ORDER  -  B
 JZ1661  ELLP ORDER  -  FOURTH    CLASS I
 JZ1661
 JZ1661.The horizontal coordinates were established by GPS observations
 JZ1661.and adjusted by the National Geodetic Survey in April 1998..
 JZ1661
 JZ1661.The orthometric height was determined by GPS observations and a
 JZ1661.high-resolution geoid model.
 JZ1661
 JZ1661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ1661
 JZ1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ1661
 JZ1661.The ellipsoidal height was determined by GPS observations
 JZ1661.and is referenced to NAD 83.
 JZ1661
 JZ1661.The geoid height was determined by GEOID03.
 JZ1661
 JZ1661;                    North         East     Units Scale Factor Converg.
 JZ1661;SPC IN E     -   490,439.032   156,862.816   MT  1.00000646   +0 25 22.8
 JZ1661;SPC IN E     - 1,609,048.72    514,640.76   sFT  1.00000646   +0 25 22.8
 JZ1661;UTM  16      - 4,392,386.396   671,216.769   MT  0.99996093   +1 16 27.6
 JZ1661
 JZ1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1661!SPC IN E     -   0.99996738  x   1.00000646  =   0.99997384
 JZ1661!UTM  16      -   0.99996738  x   0.99996093  =   0.99992831
 JZ1661
 JZ1661                          SUPERSEDED SURVEY CONTROL
 JZ1661
 JZ1661.No superseded survey control is available for this station.
 JZ1661
 JZ1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7121792386(NAD 83)
 JZ1661_MARKER: DB = BENCH MARK DISK
 JZ1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1661_SP_SET: 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 - July 23, 1997
 JZ1661
 JZ1661  HISTORY     - Date     Condition        Report By
 JZ1661  HISTORY     - 1958     MONUMENTED       USGS
 JZ1661  HISTORY     - 19970723 GOOD             SEC
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0813 ***********************************************************************
 MD0813  DESIGNATION -  K 305
 MD0813  PID         -  MD0813
 MD0813  STATE/COUNTY-  IN/ALLEN
 MD0813  USGS QUAD   -  CHURUBUSCO (1965)
 MD0813
 MD0813                         *CURRENT SURVEY CONTROL
 MD0813  ___________________________________________________________________
 MD0813* NAD 83(1986)-  41 07 58.     (N)    085 15 56.     (W)     SCALED    
 MD0813* NAVD 88     -       259.160  (meters)     850.26   (feet)  ADJUSTED  
 MD0813  ___________________________________________________________________
 MD0813  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 MD0813  DYNAMIC HT  -         259.061 (meters)     849.94  (feet)  COMP
 MD0813  MODELED GRAV-     980,234.3   (mgal)                       NAVD 88
 MD0813
 MD0813  VERT ORDER  -  SECOND    CLASS 0
 MD0813
 MD0813.The horizontal coordinates were scaled from a topographic map and have
 MD0813.an estimated accuracy of +/- 6 seconds.
 MD0813
 MD0813.The orthometric height was determined by differential leveling
 MD0813.and adjusted by the National Geodetic Survey in June 1991..
 MD0813
 MD0813.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0813.See file dsdata.txt to determine how the superseded data were derived.
 MD0813
 MD0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL455549(NAD 83)
 MD0813_MARKER: DB = BENCH MARK DISK
 MD0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0813_STAMPING: K 305 1963
 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 = OCTOBER  6, 2006
 JA0459 ***********************************************************************
 JA0459  DESIGNATION -  K 306
 JA0459  PID         -  JA0459
 JA0459  STATE/COUNTY-  IN/HARRISON
 JA0459  USGS QUAD   -  MAUCKPORT (1994)
 JA0459
 JA0459                         *CURRENT SURVEY CONTROL
 JA0459  ___________________________________________________________________
 JA0459* NAD 83(1986)-  38 00 58.     (N)    086 09 56.     (W)     SCALED    
 JA0459* NAVD 88     -       133.901  (meters)     439.31   (feet)  ADJUSTED  
 JA0459  ___________________________________________________________________
 JA0459  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JA0459  DYNAMIC HT  -         133.806 (meters)     439.00  (feet)  COMP
 JA0459  MODELED GRAV-     979,921.9   (mgal)                       NAVD 88
 JA0459
 JA0459  VERT ORDER  -  FIRST     CLASS II
 JA0459
 JA0459.The horizontal coordinates were scaled from a topographic map and have
 JA0459.an estimated accuracy of +/- 6 seconds.
 JA0459
 JA0459.The orthometric height was determined by differential leveling
 JA0459.and adjusted by the National Geodetic Survey in June 1991..
 JA0459
 JA0459.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0459.See file dsdata.txt to determine how the superseded data were derived.
 JA0459
 JA0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH732079(NAD 83)
 JA0459_MARKER: DB = BENCH MARK DISK
 JA0459_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0459_SP_SET: 18 FEET
 JA0459_STAMPING: K 306 1964
 JA0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0459
 JA0459  HISTORY     - Date     Condition        Report By
 JA0459  HISTORY     - 1964     MONUMENTED       CGS
 JA0459  HISTORY     - 1965     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1965
 JA0459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0661 ***********************************************************************
 JA0661  DESIGNATION -  K 309
 JA0661  PID         -  JA0661
 JA0661  STATE/COUNTY-  IN/LAWRENCE
 JA0661  USGS QUAD   -  HURON (1993)
 JA0661
 JA0661                         *CURRENT SURVEY CONTROL
 JA0661  ___________________________________________________________________
 JA0661* NAD 83(1986)-  38 43 07.     (N)    086 38 41.     (W)     SCALED    
 JA0661* NAVD 88     -       176.409  (meters)     578.77   (feet)  ADJUSTED  
 JA0661  ___________________________________________________________________
 JA0661  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JA0661  DYNAMIC HT  -         176.296 (meters)     578.40  (feet)  COMP
 JA0661  MODELED GRAV-     979,982.4   (mgal)                       NAVD 88
 JA0661
 JA0661  VERT ORDER  -  FIRST     CLASS II
 JA0661
 JA0661.The horizontal coordinates were scaled from a topographic map and have
 JA0661.an estimated accuracy of +/- 6 seconds.
 JA0661
 JA0661.The orthometric height was determined by differential leveling
 JA0661.and adjusted by the National Geodetic Survey in June 1991..
 JA0661
 JA0661.The geoid height was determined by GEOID03.
 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     -   385,350.      938,140.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0661.See file dsdata.txt to determine how the superseded data were derived.
 JA0661
 JA0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH308856(NAD 83)
 JA0661_MARKER: DB = BENCH MARK DISK
 JA0661_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0661_SP_SET: SEMAPHORE
 JA0661_STAMPING: K 309 1965
 JA0661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0729 ***********************************************************************
 LB0729  DESIGNATION -  K 31
 LB0729  PID         -  LB0729
 LB0729  STATE/COUNTY-  IN/TIPPECANOE
 LB0729  USGS QUAD   -  STOCKWELL (1980)
 LB0729
 LB0729                         *CURRENT SURVEY CONTROL
 LB0729  ___________________________________________________________________
 LB0729* NAD 83(1986)-  40 22 24.     (N)    086 47 41.     (W)     SCALED    
 LB0729* NAVD 88     -       202.604  (meters)     664.71   (feet)  ADJUSTED  
 LB0729  ___________________________________________________________________
 LB0729  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 LB0729  DYNAMIC HT  -         202.502 (meters)     664.38  (feet)  COMP
 LB0729  MODELED GRAV-     980,117.9   (mgal)                       NAVD 88
 LB0729
 LB0729  VERT ORDER  -  SECOND    CLASS 0
 LB0729
 LB0729.The horizontal coordinates were scaled from a topographic map and have
 LB0729.an estimated accuracy of +/- 6 seconds.
 LB0729
 LB0729.The orthometric height was determined by differential leveling
 LB0729.and adjusted by the National Geodetic Survey in June 1991..
 LB0729
 LB0729.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0729.See file dsdata.txt to determine how the superseded data were derived.
 LB0729
 LB0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK174692(NAD 83)
 LB0729_MARKER: DB = BENCH MARK DISK
 LB0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0729_STAMPING: K 31 1934
 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             NGS
 LB0729  HISTORY     - 1966     GOOD             NGS
 LB0729
 LB0729                          STATION DESCRIPTION
 LB0729
 LB0729'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1966
 LB0729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2149 ***********************************************************************
 JA2149  DESIGNATION -  K 310 RESET
 JA2149  PID         -  JA2149
 JA2149  STATE/COUNTY-  IN/ORANGE
 JA2149  USGS QUAD   -  VALEENE (1993)
 JA2149
 JA2149                         *CURRENT SURVEY CONTROL
 JA2149  ___________________________________________________________________
 JA2149* NAD 83(1986)-  38 28 02.     (N)    086 26 55.     (W)     SCALED    
 JA2149* NAVD 88     -       184.73   (meters)     606.1    (feet)  RESET     
 JA2149  ___________________________________________________________________
 JA2149  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JA2149
 JA2149  VERT ORDER  -  THIRD
 JA2149
 JA2149.The horizontal coordinates were scaled from a topographic map and have
 JA2149.an estimated accuracy of +/- 6 seconds.
 JA2149
 JA2149.The orthometric height was computed from unverified reset data.
 JA2149
 JA2149.The geoid height was determined by GEOID03.
 JA2149
 JA2149;                    North         East    Units  Estimated Accuracy
 JA2149;SPC IN W     -   357,550.      955,390.      MT  (+/- 180 meters Scaled)
 JA2149
 JA2149                          SUPERSEDED SURVEY CONTROL
 JA2149
 JA2149  NGVD 29 (04/16/04)  184.84   (m)          606.4    (f) RESET       3  
 JA2149
 JA2149.Superseded values are not recommended for survey control.
 JA2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2149.See file dsdata.txt to determine how the superseded data were derived.
 JA2149
 JA2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH481578(NAD 83)
 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 = OCTOBER  6, 2006
 JA0715 ***********************************************************************
 JA0715  DESIGNATION -  K 311
 JA0715  PID         -  JA0715
 JA0715  STATE/COUNTY-  IN/MARTIN
 JA0715  USGS QUAD   -  LOOGOOTEE (1978)
 JA0715
 JA0715                         *CURRENT SURVEY CONTROL
 JA0715  ___________________________________________________________________
 JA0715* NAD 83(1986)-  38 40 52.     (N)    086 52 41.     (W)     SCALED    
 JA0715* NAVD 88     -       144.300  (meters)     473.42   (feet)  ADJUSTED  
 JA0715  ___________________________________________________________________
 JA0715  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JA0715  DYNAMIC HT  -         144.207 (meters)     473.12  (feet)  COMP
 JA0715  MODELED GRAV-     979,979.6   (mgal)                       NAVD 88
 JA0715
 JA0715  VERT ORDER  -  FIRST     CLASS II
 JA0715
 JA0715.The horizontal coordinates were scaled from a topographic map and have
 JA0715.an estimated accuracy of +/- 6 seconds.
 JA0715
 JA0715.The orthometric height was determined by differential leveling
 JA0715.and adjusted by the National Geodetic Survey in June 1991..
 JA0715
 JA0715.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0715.See file dsdata.txt to determine how the superseded data were derived.
 JA0715
 JA0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH106813(NAD 83)
 JA0715_MARKER: DB = BENCH MARK DISK
 JA0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0715_STAMPING: K 311 1965
 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 = OCTOBER  6, 2006
 JA0247 ***********************************************************************
 JA0247  DESIGNATION -  K 312
 JA0247  PID         -  JA0247
 JA0247  STATE/COUNTY-  IN/HARRISON
 JA0247  USGS QUAD   -  DEPAUW (1994)
 JA0247
 JA0247                         *CURRENT SURVEY CONTROL
 JA0247  ___________________________________________________________________
 JA0247* NAD 83(1986)-  38 19 21.     (N)    086 09 52.     (W)     SCALED    
 JA0247* NAVD 88     -       212.406  (meters)     696.87   (feet)  ADJUSTED  
 JA0247  ___________________________________________________________________
 JA0247  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JA0247  DYNAMIC HT  -         212.257 (meters)     696.38  (feet)  COMP
 JA0247  MODELED GRAV-     979,923.9   (mgal)                       NAVD 88
 JA0247
 JA0247  VERT ORDER  -  FIRST     CLASS II
 JA0247
 JA0247.The horizontal coordinates were scaled from a topographic map and have
 JA0247.an estimated accuracy of +/- 6 seconds.
 JA0247
 JA0247.The orthometric height was determined by differential leveling
 JA0247.and adjusted by the National Geodetic Survey in June 1991..
 JA0247
 JA0247.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0247.See file dsdata.txt to determine how the superseded data were derived.
 JA0247
 JA0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH730419(NAD 83)
 JA0247_MARKER: DB = BENCH MARK DISK
 JA0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0247_STAMPING: K 312 1965
 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 = OCTOBER  6, 2006
 HZ1341 ***********************************************************************
 HZ1341  DESIGNATION -  K 313 RESET 1967
 HZ1341  PID         -  HZ1341
 HZ1341  STATE/COUNTY-  IN/FLOYD
 HZ1341  USGS QUAD   -  NEW ALBANY (1992)
 HZ1341
 HZ1341                         *CURRENT SURVEY CONTROL
 HZ1341  ___________________________________________________________________
 HZ1341* NAD 83(1986)-  38 16 42.     (N)    085 51 25.     (W)     SCALED    
 HZ1341* NAVD 88     -       139.34   (meters)     457.2    (feet)  RESET     
 HZ1341  ___________________________________________________________________
 HZ1341  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 HZ1341
 HZ1341  VERT ORDER  -  THIRD
 HZ1341
 HZ1341.The horizontal coordinates were scaled from a topographic map and have
 HZ1341.an estimated accuracy of +/- 6 seconds.
 HZ1341
 HZ1341.The orthometric height was computed from unverified reset data.
 HZ1341
 HZ1341.The geoid height was determined by GEOID03.
 HZ1341
 HZ1341;                    North         East    Units  Estimated Accuracy
 HZ1341;SPC IN E     -   336,410.       83,350.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1341.See file dsdata.txt to determine how the superseded data were derived.
 HZ1341
 HZ1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH999373(NAD 83)
 HZ1341_MARKER: DB = BENCH MARK DISK
 HZ1341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1341_SP_SET: MONUMENT
 HZ1341_STAMPING: K 313 RESET 1967
 HZ1341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JA0866 ***********************************************************************
 JA0866  DESIGNATION -  K 314
 JA0866  PID         -  JA0866
 JA0866  STATE/COUNTY-  IN/KNOX
 JA0866  USGS QUAD   -  WHEATLAND (1988)
 JA0866
 JA0866                         *CURRENT SURVEY CONTROL
 JA0866  ___________________________________________________________________
 JA0866* NAD 83(1986)-  38 40 11.     (N)    087 20 21.     (W)     SCALED    
 JA0866* NAVD 88     -       138.693  (meters)     455.03   (feet)  ADJUSTED  
 JA0866  ___________________________________________________________________
 JA0866  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 JA0866  DYNAMIC HT  -         138.605 (meters)     454.74  (feet)  COMP
 JA0866  MODELED GRAV-     979,996.3   (mgal)                       NAVD 88
 JA0866
 JA0866  VERT ORDER  -  FIRST     CLASS II
 JA0866
 JA0866.The horizontal coordinates were scaled from a topographic map and have
 JA0866.an estimated accuracy of +/- 6 seconds.
 JA0866
 JA0866.The orthometric height was determined by differential leveling
 JA0866.and adjusted by the National Geodetic Survey in June 1991..
 JA0866.WARNING-Repeat measurements at this control monument indicate possible
 JA0866.vertical movement.
 JA0866
 JA0866.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0866.See file dsdata.txt to determine how the superseded data were derived.
 JA0866
 JA0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH704801(NAD 83)
 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 = OCTOBER  6, 2006
 JA0958 ***********************************************************************
 JA0958  DESIGNATION -  K 315
 JA0958  PID         -  JA0958
 JA0958  STATE/COUNTY-  IN/DAVIESS
 JA0958  USGS QUAD   -  SANDY HOOK (1980)
 JA0958
 JA0958                         *CURRENT SURVEY CONTROL
 JA0958  ___________________________________________________________________
 JA0958* NAD 83(1986)-  38 35 53.     (N)    087 14 23.     (W)     SCALED    
 JA0958* NAVD 88     -       135.072  (meters)     443.15   (feet)  ADJUSTED  
 JA0958  ___________________________________________________________________
 JA0958  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JA0958  DYNAMIC HT  -         134.985 (meters)     442.86  (feet)  COMP
 JA0958  MODELED GRAV-     979,985.1   (mgal)                       NAVD 88
 JA0958
 JA0958  VERT ORDER  -  FIRST     CLASS II
 JA0958
 JA0958.The horizontal coordinates were scaled from a topographic map and have
 JA0958.an estimated accuracy of +/- 6 seconds.
 JA0958
 JA0958.The orthometric height was determined by differential leveling
 JA0958.and adjusted by the National Geodetic Survey in June 1991..
 JA0958
 JA0958.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0958.See file dsdata.txt to determine how the superseded data were derived.
 JA0958
 JA0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH791722(NAD 83)
 JA0958_MARKER: DB = BENCH MARK DISK
 JA0958_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0958_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA0958_STAMPING: K 315 1965
 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 = OCTOBER  6, 2006
 JA1053 ***********************************************************************
 JA1053  DESIGNATION -  K 316
 JA1053  PID         -  JA1053
 JA1053  STATE/COUNTY-  IN/GIBSON
 JA1053  USGS QUAD   -  ELBERFELD (1988)
 JA1053
 JA1053                         *CURRENT SURVEY CONTROL
 JA1053  ___________________________________________________________________
 JA1053* NAD 83(1986)-  38 12 31.     (N)    087 25 01.     (W)     SCALED    
 JA1053* NAVD 88     -       121.353  (meters)     398.14   (feet)  ADJUSTED  
 JA1053  ___________________________________________________________________
 JA1053  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JA1053  DYNAMIC HT  -         121.272 (meters)     397.87  (feet)  COMP
 JA1053  MODELED GRAV-     979,954.9   (mgal)                       NAVD 88
 JA1053
 JA1053  VERT ORDER  -  FIRST     CLASS II
 JA1053
 JA1053.The horizontal coordinates were scaled from a topographic map and have
 JA1053.an estimated accuracy of +/- 6 seconds.
 JA1053
 JA1053.The orthometric height was determined by differential leveling
 JA1053.and adjusted by the National Geodetic Survey in June 1991..
 JA1053
 JA1053.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1053.See file dsdata.txt to determine how the superseded data were derived.
 JA1053
 JA1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH634290(NAD 83)
 JA1053_MARKER: DB = BENCH MARK DISK
 JA1053_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA1053_SP_SET: 40 FEET
 JA1053_STAMPING: K 316 1965
 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 = OCTOBER  6, 2006
 JA0605 ***********************************************************************
 JA0605  DESIGNATION -  K 317
 JA0605  PID         -  JA0605
 JA0605  STATE/COUNTY-  IN/SPENCER
 JA0605  USGS QUAD   -  DALE (1980)
 JA0605
 JA0605                         *CURRENT SURVEY CONTROL
 JA0605  ___________________________________________________________________
 JA0605* NAD 83(1986)-  38 11 31.     (N)    086 58 09.     (W)     SCALED    
 JA0605* NAVD 88     -       151.912  (meters)     498.40   (feet)  ADJUSTED  
 JA0605  ___________________________________________________________________
 JA0605  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 JA0605  DYNAMIC HT  -         151.810 (meters)     498.06  (feet)  COMP
 JA0605  MODELED GRAV-     979,953.6   (mgal)                       NAVD 88
 JA0605
 JA0605  VERT ORDER  -  FIRST     CLASS II
 JA0605
 JA0605.The horizontal coordinates were scaled from a topographic map and have
 JA0605.an estimated accuracy of +/- 6 seconds.
 JA0605
 JA0605.The orthometric height was determined by differential leveling
 JA0605.and adjusted by the National Geodetic Survey in June 1991..
 JA0605
 JA0605.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0605.See file dsdata.txt to determine how the superseded data were derived.
 JA0605
 JA0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH027271(NAD 83)
 JA0605_MARKER: DB = BENCH MARK DISK
 JA0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0605_STAMPING: K 317 1965
 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 = OCTOBER  6, 2006
 HA1049 ***********************************************************************
 HA1049  DESIGNATION -  K 318
 HA1049  PID         -  HA1049
 HA1049  STATE/COUNTY-  IN/VANDERBURGH
 HA1049  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1049
 HA1049                         *CURRENT SURVEY CONTROL
 HA1049  ___________________________________________________________________
 HA1049* NAD 83(1986)-  37 57 21.     (N)    087 33 54.     (W)     SCALED    
 HA1049* NAVD 88     -       115.484  (meters)     378.88   (feet)  ADJUSTED  
 HA1049  ___________________________________________________________________
 HA1049  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 HA1049  DYNAMIC HT  -         115.405 (meters)     378.62  (feet)  COMP
 HA1049  MODELED GRAV-     979,939.3   (mgal)                       NAVD 88
 HA1049
 HA1049  VERT ORDER  -  FIRST     CLASS II
 HA1049
 HA1049.The horizontal coordinates were scaled from a topographic map and have
 HA1049.an estimated accuracy of +/- 6 seconds.
 HA1049
 HA1049.The orthometric height was determined by differential leveling
 HA1049.and adjusted by the National Geodetic Survey in June 1991..
 HA1049.WARNING-Repeat measurements at this control monument indicate possible
 HA1049.vertical movement.
 HA1049
 HA1049.The geoid height was determined by GEOID03.
 HA1049
 HA1049.The dynamic height is computed by dividing the NAVD 88
 HA1049.geopotential number by the normal gravity value computed on the
 HA1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HA1049.degrees latitude (g = 980.6199 gals.).
 HA1049
 HA1049.The modeled gravity was interpolated from observed gravity values.
 HA1049
 HA1049;                    North         East    Units  Estimated Accuracy
 HA1049;SPC IN W     -   300,700.      857,670.      MT  (+/- 180 meters Scaled)
 HA1049
 HA1049                          SUPERSEDED SURVEY CONTROL
 HA1049
 HA1049  NGVD 29 (??/??/92)  115.639  (m)          379.39   (f) ADJ UNCH    1 2
 HA1049
 HA1049.Superseded values are not recommended for survey control.
 HA1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1049.See file dsdata.txt to determine how the superseded data were derived.
 HA1049
 HA1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH503010(NAD 83)
 HA1049_MARKER: DB = BENCH MARK DISK
 HA1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1049_SP_SET: CONCRETE POST
 HA1049_STAMPING: K 318 1965
 HA1049_MARK LOGO: CGS   
 HA1049_PROJECTION: PROJECTING 15 CENTIMETERS
 HA1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1049+STABILITY: SURFACE MOTION
 HA1049
 HA1049  HISTORY     - Date     Condition        Report By
 HA1049  HISTORY     - 1965     MONUMENTED       CGS
 HA1049  HISTORY     - 1985     GOOD             NGS
 HA1049  HISTORY     - 1988     GOOD             USPSQD
 HA1049  HISTORY     - 19981107 GOOD             USPSQD
 HA1049
 HA1049                          STATION DESCRIPTION
 HA1049
 HA1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HA1049'1.4 MI SE FROM EVANSVILLE.
 HA1049'ABOUT 0.2 MILE SOUTHWEST ALONG SYCAMORE STREET FROM THE POST
 HA1049'OFFICE AT EVANSVILLE, THENCE 1.2 MILES SOUTHEAST ALONG RIVERSIDE
 HA1049'DRIVE, AT A SHARP CURVE IN RIVERSIDE DRIVE, 44 FEET SOUTHWEST
 HA1049'OF THE CENTER LINE OF RIVERSIDE DRIVE, 274 FEET NORTHWEST OF THE
 HA1049'CENTER LINE OF HOWARD STREET, 85 FEET SOUTHWEST ACROSS RIVERSIDE
 HA1049'DRIVE FROM HOUSE NUMBER 1540, 69 FEET SOUTHEAST OF THE EAST
 HA1049'CORNER OF A HOUSE NUMBERED 1533, 24 1/2 FEET SOUTH OF LIGHT POLE
 HA1049'NUMBER 1685, 5.7 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A
 HA1049'SIDEWALK, 1.8 FEET NORTH OF A CORRUGATED METAL FENCE, ABOUT 1
 HA1049'FOOT ABOVE THE LEVEL OF RIVERSIDE DRIVE, AND SET IN THE TOP OF A
 HA1049'CONCRETE POST PROJECTING 5 INCHES.
 HA1049
 HA1049                          STATION RECOVERY (1985)
 HA1049
 HA1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HA1049'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 HA1049'EVANSVILLE, 83.5 M (273.9 FT) NORTHWEST OF THE CENTER OF HOWARD
 HA1049'STREET, 26.0 M (85.3 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 HA1049'BUILDING AT 1540 RIVERSIDE DRIVE, 21.1 M (69 FT) EAST OF THE SOUTHEAST
 HA1049'CORNER OF A BUILDING AT 1533 RIVERSIDE DRIVE, 20.0 M (65.6 FT)
 HA1049'NORTHWEST OF THE NORTHWEST CORNER OF AN AUTO PARTS STORE, 7.5 M
 HA1049'(24.6 FT) SOUTHWEST OF THE DRIVE CENTERLINE, AND 0.5 M (1.6 FT)
 HA1049'SOUTHWEST OF THE SOUTHWEST EDGE OF A SIDEWALK.
 HA1049'THE MARK IS 0.3 M ABOVE THE DRIVE.
 HA1049
 HA1049                          STATION RECOVERY (1988)
 HA1049
 HA1049'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 HA1049'RECOVERED IN GOOD CONDITION.
 HA1049
 HA1049                          STATION RECOVERY (1998)
 HA1049
 HA1049'RECOVERY NOTE BY US POWER SQUADRON 1998
 HA1049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ0792 ***********************************************************************
 HZ0792  DESIGNATION -  K 319
 HZ0792  PID         -  HZ0792
 HZ0792  STATE/COUNTY-  IN/SWITZERLAND
 HZ0792  USGS QUAD   -  RISING SUN (1994)
 HZ0792
 HZ0792                         *CURRENT SURVEY CONTROL
 HZ0792  ___________________________________________________________________
 HZ0792* NAD 83(1986)-  38 53 46.     (N)    084 50 05.     (W)     SCALED    
 HZ0792* NAVD 88     -       150.992  (meters)     495.38   (feet)  ADJUSTED  
 HZ0792  ___________________________________________________________________
 HZ0792  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 HZ0792  DYNAMIC HT  -         150.895 (meters)     495.06  (feet)  COMP
 HZ0792  MODELED GRAV-     979,984.9   (mgal)                       NAVD 88
 HZ0792
 HZ0792  VERT ORDER  -  FIRST     CLASS II
 HZ0792
 HZ0792.The horizontal coordinates were scaled from a topographic map and have
 HZ0792.an estimated accuracy of +/- 6 seconds.
 HZ0792
 HZ0792.The orthometric height was determined by differential leveling
 HZ0792.and adjusted by the National Geodetic Survey in June 1991..
 HZ0792
 HZ0792.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0792.See file dsdata.txt to determine how the superseded data were derived.
 HZ0792
 HZ0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ877074(NAD 83)
 HZ0792_MARKER: DB = BENCH MARK DISK
 HZ0792_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0792_SP_SET: CULVERT
 HZ0792_STAMPING: K 319 1965
 HZ0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 HZ1034 ***********************************************************************
 HZ1034  DESIGNATION -  K 320
 HZ1034  PID         -  HZ1034
 HZ1034  STATE/COUNTY-  IN/SWITZERLAND
 HZ1034  USGS QUAD   -  CARROLLTON (1994)
 HZ1034
 HZ1034                         *CURRENT SURVEY CONTROL
 HZ1034  ___________________________________________________________________
 HZ1034* NAD 83(1986)-  38 41 57.     (N)    085 08 51.     (W)     SCALED    
 HZ1034* NAVD 88     -       143.726  (meters)     471.54   (feet)  ADJUSTED  
 HZ1034  ___________________________________________________________________
 HZ1034  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HZ1034  DYNAMIC HT  -         143.633 (meters)     471.24  (feet)  COMP
 HZ1034  MODELED GRAV-     979,977.7   (mgal)                       NAVD 88
 HZ1034
 HZ1034  VERT ORDER  -  FIRST     CLASS II
 HZ1034
 HZ1034.The horizontal coordinates were scaled from a topographic map and have
 HZ1034.an estimated accuracy of +/- 6 seconds.
 HZ1034
 HZ1034.The orthometric height was determined by differential leveling
 HZ1034.and adjusted by the National Geodetic Survey in June 1991..
 HZ1034
 HZ1034.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1034.See file dsdata.txt to determine how the superseded data were derived.
 HZ1034
 HZ1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH610850(NAD 83)
 HZ1034_MARKER: DB = BENCH MARK DISK
 HZ1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1034_STAMPING: K 320 1965
 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 = OCTOBER  6, 2006
 HZ1069 ***********************************************************************
 HZ1069  DESIGNATION -  K 321
 HZ1069  PID         -  HZ1069
 HZ1069  STATE/COUNTY-  IN/JEFFERSON
 HZ1069  USGS QUAD   -  MADISON WEST (1993)
 HZ1069
 HZ1069                         *CURRENT SURVEY CONTROL
 HZ1069  ___________________________________________________________________
 HZ1069* NAD 83(1986)-  38 42 46.     (N)    085 29 29.     (W)     SCALED    
 HZ1069* NAVD 88     -       243.200  (meters)     797.90   (feet)  ADJUSTED  
 HZ1069  ___________________________________________________________________
 HZ1069  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HZ1069  DYNAMIC HT  -         243.039 (meters)     797.37  (feet)  COMP
 HZ1069  MODELED GRAV-     979,961.9   (mgal)                       NAVD 88
 HZ1069
 HZ1069  VERT ORDER  -  FIRST     CLASS II
 HZ1069
 HZ1069.The horizontal coordinates were scaled from a topographic map and have
 HZ1069.an estimated accuracy of +/- 6 seconds.
 HZ1069
 HZ1069.The orthometric height was determined by differential leveling
 HZ1069.and adjusted by the National Geodetic Survey in June 1991..
 HZ1069
 HZ1069.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1069.See file dsdata.txt to determine how the superseded data were derived.
 HZ1069
 HZ1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH311859(NAD 83)
 HZ1069_MARKER: DB = BENCH MARK DISK
 HZ1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1069_STAMPING: K 321 1965
 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 = OCTOBER  6, 2006
 HZ1622 ***********************************************************************
 HZ1622  DESIGNATION -  K 322
 HZ1622  PID         -  HZ1622
 HZ1622  STATE/COUNTY-  IN/CLARK
 HZ1622  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ1622
 HZ1622                         *CURRENT SURVEY CONTROL
 HZ1622  ___________________________________________________________________
 HZ1622* NAD 83(1986)-  38 21 45.     (N)    085 38 33.     (W)     SCALED    
 HZ1622* NAVD 88     -       133.068  (meters)     436.57   (feet)  ADJUSTED  
 HZ1622  ___________________________________________________________________
 HZ1622  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 HZ1622  DYNAMIC HT  -         132.979 (meters)     436.28  (feet)  COMP
 HZ1622  MODELED GRAV-     979,960.2   (mgal)                       NAVD 88
 HZ1622
 HZ1622  VERT ORDER  -  FIRST     CLASS II
 HZ1622
 HZ1622.The horizontal coordinates were scaled from a topographic map and have
 HZ1622.an estimated accuracy of +/- 6 seconds.
 HZ1622
 HZ1622.The orthometric height was determined by differential leveling
 HZ1622.and adjusted by the National Geodetic Survey in June 1991..
 HZ1622
 HZ1622.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1622.See file dsdata.txt to determine how the superseded data were derived.
 HZ1622
 HZ1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH185469(NAD 83)
 HZ1622_MARKER: DB = BENCH MARK DISK
 HZ1622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1622_SP_SET: BRIDGE
 HZ1622_STAMPING: K 322 1965
 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 = OCTOBER  6, 2006
 HZ2627 ***********************************************************************
 HZ2627  DESIGNATION -  K 322 RESET
 HZ2627  PID         -  HZ2627
 HZ2627  STATE/COUNTY-  IN/CLARK
 HZ2627  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ2627
 HZ2627                         *CURRENT SURVEY CONTROL
 HZ2627  ___________________________________________________________________
 HZ2627* NAD 83(1986)-  38 21 45.     (N)    085 38 33.     (W)     SCALED    
 HZ2627* NAVD 88     -       132.28   (meters)     434.0    (feet)  RESET     
 HZ2627  ___________________________________________________________________
 HZ2627  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 HZ2627
 HZ2627  VERT ORDER  -  THIRD
 HZ2627
 HZ2627.The horizontal coordinates were scaled from a topographic map and have
 HZ2627.an estimated accuracy of +/- 6 seconds.
 HZ2627
 HZ2627.The orthometric height was computed from unverified reset data.
 HZ2627
 HZ2627.The geoid height was determined by GEOID03.
 HZ2627
 HZ2627;                    North         East    Units  Estimated Accuracy
 HZ2627;SPC IN E     -   345,730.      102,110.      MT  (+/- 180 meters Scaled)
 HZ2627
 HZ2627                          SUPERSEDED SURVEY CONTROL
 HZ2627
 HZ2627  NGVD 29 (04/16/04)  132.44   (m)          434.5    (f) RESET       3  
 HZ2627
 HZ2627.Superseded values are not recommended for survey control.
 HZ2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2627.See file dsdata.txt to determine how the superseded data were derived.
 HZ2627
 HZ2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH185469(NAD 83)
 HZ2627_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 HZ1580 ***********************************************************************
 HZ1580  DESIGNATION -  K 323
 HZ1580  PID         -  HZ1580
 HZ1580  STATE/COUNTY-  IN/HARRISON
 HZ1580  USGS QUAD   -  LANESVILLE (1993)
 HZ1580
 HZ1580                         *CURRENT SURVEY CONTROL
 HZ1580  ___________________________________________________________________
 HZ1580* NAD 83(1986)-  38 09 59.     (N)    085 54 33.     (W)     SCALED    
 HZ1580* NAVD 88     -       137.758  (meters)     451.96   (feet)  ADJUSTED  
 HZ1580  ___________________________________________________________________
 HZ1580  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 HZ1580  DYNAMIC HT  -         137.662 (meters)     451.65  (feet)  COMP
 HZ1580  MODELED GRAV-     979,931.4   (mgal)                       NAVD 88
 HZ1580
 HZ1580  VERT ORDER  -  FIRST     CLASS II
 HZ1580
 HZ1580.The horizontal coordinates were scaled from a topographic map and have
 HZ1580.an estimated accuracy of +/- 6 seconds.
 HZ1580
 HZ1580.The orthometric height was determined by differential leveling
 HZ1580.and adjusted by the National Geodetic Survey in June 1991..
 HZ1580
 HZ1580.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1580.See file dsdata.txt to determine how the superseded data were derived.
 HZ1580
 HZ1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH955248(NAD 83)
 HZ1580_MARKER: DB = BENCH MARK DISK
 HZ1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1580_STAMPING: K 323 1965
 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 = OCTOBER  6, 2006
 JA0462 ***********************************************************************
 JA0462  DESIGNATION -  K 324
 JA0462  PID         -  JA0462
 JA0462  STATE/COUNTY-  IN/HARRISON
 JA0462  USGS QUAD   -  MAUCKPORT (1994)
 JA0462
 JA0462                         *CURRENT SURVEY CONTROL
 JA0462  ___________________________________________________________________
 JA0462* NAD 83(1986)-  38 01 14.     (N)    086 11 44.     (W)     SCALED    
 JA0462* NAVD 88     -       129.635  (meters)     425.31   (feet)  ADJUSTED  
 JA0462  ___________________________________________________________________
 JA0462  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JA0462  DYNAMIC HT  -         129.544 (meters)     425.01  (feet)  COMP
 JA0462  MODELED GRAV-     979,925.2   (mgal)                       NAVD 88
 JA0462
 JA0462  VERT ORDER  -  FIRST     CLASS II
 JA0462
 JA0462.The horizontal coordinates were scaled from a topographic map and have
 JA0462.an estimated accuracy of +/- 6 seconds.
 JA0462
 JA0462.The orthometric height was determined by differential leveling
 JA0462.and adjusted by the National Geodetic Survey in June 1991..
 JA0462
 JA0462.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0462.See file dsdata.txt to determine how the superseded data were derived.
 JA0462
 JA0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH706084(NAD 83)
 JA0462_MARKER: DB = BENCH MARK DISK
 JA0462_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0462_SP_SET: PIER
 JA0462_STAMPING: K 324 1965
 JA0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0462
 JA0462  HISTORY     - Date     Condition        Report By
 JA0462  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA1101 ***********************************************************************
 HA1101  DESIGNATION -  K 325
 HA1101  PID         -  HA1101
 HA1101  STATE/COUNTY-  IN/VANDERBURGH
 HA1101  USGS QUAD   -  WEST FRANKLIN (1981)
 HA1101
 HA1101                         *CURRENT SURVEY CONTROL
 HA1101  ___________________________________________________________________
 HA1101* NAD 83(1986)-  37 55 40.     (N)    087 38 35.     (W)     SCALED    
 HA1101* NAVD 88     -       112.220  (meters)     368.18   (feet)  ADJUSTED  
 HA1101  ___________________________________________________________________
 HA1101  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HA1101  DYNAMIC HT  -         112.142 (meters)     367.92  (feet)  COMP
 HA1101  MODELED GRAV-     979,934.7   (mgal)                       NAVD 88
 HA1101
 HA1101  VERT ORDER  -  FIRST     CLASS II
 HA1101
 HA1101.The horizontal coordinates were scaled from a topographic map and have
 HA1101.an estimated accuracy of +/- 6 seconds.
 HA1101
 HA1101.The orthometric height was determined by differential leveling
 HA1101.and adjusted by the National Geodetic Survey in June 1991..
 HA1101
 HA1101.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1101.See file dsdata.txt to determine how the superseded data were derived.
 HA1101
 HA1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG434979(NAD 83)
 HA1101_MARKER: DB = BENCH MARK DISK
 HA1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA1101_STAMPING: K 325 1965
 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 = OCTOBER  6, 2006
 HA0717 ***********************************************************************
 HA0717  DESIGNATION -  K 326
 HA0717  PID         -  HA0717
 HA0717  STATE/COUNTY-  IN/WARRICK
 HA0717  USGS QUAD   -  YANKEETOWN (1983)
 HA0717
 HA0717                         *CURRENT SURVEY CONTROL
 HA0717  ___________________________________________________________________
 HA0717* NAD 83(1986)-  37 56 04.     (N)    087 22 19.     (W)     SCALED    
 HA0717* NAVD 88     -       120.773  (meters)     396.24   (feet)  ADJUSTED  
 HA0717  ___________________________________________________________________
 HA0717  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HA0717  DYNAMIC HT  -         120.690 (meters)     395.96  (feet)  COMP
 HA0717  MODELED GRAV-     979,940.8   (mgal)                       NAVD 88
 HA0717
 HA0717  VERT ORDER  -  FIRST     CLASS II
 HA0717
 HA0717.The horizontal coordinates were scaled from a topographic map and have
 HA0717.an estimated accuracy of +/- 6 seconds.
 HA0717
 HA0717.The orthometric height was determined by differential leveling
 HA0717.and adjusted by the National Geodetic Survey in June 1991..
 HA0717
 HA0717.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0717.See file dsdata.txt to determine how the superseded data were derived.
 HA0717
 HA0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG673986(NAD 83)
 HA0717_MARKER: DB = BENCH MARK DISK
 HA0717_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0717_SP_SET: BRIDGE
 HA0717_STAMPING: K 326 1965
 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 = OCTOBER  6, 2006
 JA0511 ***********************************************************************
 JA0511  DESIGNATION -  K 327
 JA0511  PID         -  JA0511
 JA0511  STATE/COUNTY-  IN/PERRY
 JA0511  USGS QUAD   -  ALTON (1993)
 JA0511
 JA0511                         *CURRENT SURVEY CONTROL
 JA0511  ___________________________________________________________________
 JA0511* NAD 83(1986)-  38 05 46.     (N)    086 29 10.     (W)     SCALED    
 JA0511* NAVD 88     -       137.660  (meters)     451.64   (feet)  ADJUSTED  
 JA0511  ___________________________________________________________________
 JA0511  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JA0511  DYNAMIC HT  -         137.562 (meters)     451.32  (feet)  COMP
 JA0511  MODELED GRAV-     979,915.9   (mgal)                       NAVD 88
 JA0511
 JA0511  VERT ORDER  -  FIRST     CLASS II
 JA0511
 JA0511.The horizontal coordinates were scaled from a topographic map and have
 JA0511.an estimated accuracy of +/- 6 seconds.
 JA0511
 JA0511.The orthometric height was determined by differential leveling
 JA0511.and adjusted by the National Geodetic Survey in June 1991..
 JA0511
 JA0511.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0511.See file dsdata.txt to determine how the superseded data were derived.
 JA0511
 JA0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH450166(NAD 83)
 JA0511_MARKER: DB = BENCH MARK DISK
 JA0511_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0511_SP_SET: ROCK OUTCROP
 JA0511_STAMPING: K 327 1965
 JA0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0511
 JA0511  HISTORY     - Date     Condition        Report By
 JA0511  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0553 ***********************************************************************
 JA0553  DESIGNATION -  K 328
 JA0553  PID         -  JA0553
 JA0553  STATE/COUNTY-  IN/DUBOIS
 JA0553  USGS QUAD   -  SAINT ANTHONY (1990)
 JA0553
 JA0553                         *CURRENT SURVEY CONTROL
 JA0553  ___________________________________________________________________
 JA0553* NAD 83(1986)-  38 18 30.     (N)    086 45 28.     (W)     SCALED    
 JA0553* NAVD 88     -       178.426  (meters)     585.39   (feet)  ADJUSTED  
 JA0553  ___________________________________________________________________
 JA0553  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JA0553  DYNAMIC HT  -         178.304 (meters)     584.99  (feet)  COMP
 JA0553  MODELED GRAV-     979,940.4   (mgal)                       NAVD 88
 JA0553
 JA0553  VERT ORDER  -  FIRST     CLASS II
 JA0553
 JA0553.The horizontal coordinates were scaled from a topographic map and have
 JA0553.an estimated accuracy of +/- 6 seconds.
 JA0553
 JA0553.The orthometric height was determined by differential leveling
 JA0553.and adjusted by the National Geodetic Survey in June 1991..
 JA0553
 JA0553.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0553.See file dsdata.txt to determine how the superseded data were derived.
 JA0553
 JA0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH211400(NAD 83)
 JA0553_MARKER: DB = BENCH MARK DISK
 JA0553_SETTING: 66 = SET IN ROCK OUTCROP
 JA0553_SP_SET: ROCK LEDGE
 JA0553_STAMPING: K 328 1965
 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 = OCTOBER  6, 2006
 JA0636 ***********************************************************************
 JA0636  DESIGNATION -  K 329
 JA0636  PID         -  JA0636
 JA0636  STATE/COUNTY-  IN/SPENCER
 JA0636  USGS QUAD   -  FULDA (1978)
 JA0636
 JA0636                         *CURRENT SURVEY CONTROL
 JA0636  ___________________________________________________________________
 JA0636* NAD 83(1986)-  38 00 05.     (N)    086 50 02.     (W)     SCALED    
 JA0636* NAVD 88     -       127.971  (meters)     419.85   (feet)  ADJUSTED  
 JA0636  ___________________________________________________________________
 JA0636  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 JA0636  DYNAMIC HT  -         127.883 (meters)     419.56  (feet)  COMP
 JA0636  MODELED GRAV-     979,941.6   (mgal)                       NAVD 88
 JA0636
 JA0636  VERT ORDER  -  FIRST     CLASS II
 JA0636
 JA0636.The horizontal coordinates were scaled from a topographic map and have
 JA0636.an estimated accuracy of +/- 6 seconds.
 JA0636
 JA0636.The orthometric height was determined by differential leveling
 JA0636.and adjusted by the National Geodetic Survey in June 1991..
 JA0636
 JA0636.The geoid height was determined by GEOID03.
 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     -   305,680.      921,910.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0636.See file dsdata.txt to determine how the superseded data were derived.
 JA0636
 JA0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH145059(NAD 83)
 JA0636_MARKER: DB = BENCH MARK DISK
 JA0636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0636_SP_SET: CULVERT
 JA0636_STAMPING: K 329 1965
 JA0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0636
 JA0636  HISTORY     - Date     Condition        Report By
 JA0636  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0895 ***********************************************************************
 KA0895  DESIGNATION -  K 33
 KA0895  PID         -  KA0895
 KA0895  STATE/COUNTY-  IN/PARKE
 KA0895  USGS QUAD   -  ROCKVILLE (1978)
 KA0895
 KA0895                         *CURRENT SURVEY CONTROL
 KA0895  ___________________________________________________________________
 KA0895* NAD 83(1986)-  39 47 44.     (N)    087 08 44.     (W)     SCALED    
 KA0895* NAVD 88     -       181.011  (meters)     593.87   (feet)  ADJUSTED  
 KA0895  ___________________________________________________________________
 KA0895  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KA0895  DYNAMIC HT  -         180.908 (meters)     593.53  (feet)  COMP
 KA0895  MODELED GRAV-     980,056.0   (mgal)                       NAVD 88
 KA0895
 KA0895  VERT ORDER  -  SECOND    CLASS 0
 KA0895
 KA0895.The horizontal coordinates were scaled from a topographic map and have
 KA0895.an estimated accuracy of +/- 6 seconds.
 KA0895
 KA0895.The orthometric height was determined by differential leveling
 KA0895.and adjusted by the National Geodetic Survey in June 1991..
 KA0895
 KA0895.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0895.See file dsdata.txt to determine how the superseded data were derived.
 KA0895
 KA0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK875050(NAD 83)
 KA0895_MARKER: DB = BENCH MARK DISK
 KA0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0895_STAMPING: K 33 1934
 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 = OCTOBER  6, 2006
 HA0500 ***********************************************************************
 HA0500  DESIGNATION -  K 330
 HA0500  PID         -  HA0500
 HA0500  STATE/COUNTY-  IN/PERRY
 HA0500  USGS QUAD   -  ROME (1993)
 HA0500
 HA0500                         *CURRENT SURVEY CONTROL
 HA0500  ___________________________________________________________________
 HA0500* NAD 83(1986)-  37 55 52.     (N)    086 32 24.     (W)     SCALED    
 HA0500* NAVD 88     -       122.601  (meters)     402.23   (feet)  ADJUSTED  
 HA0500  ___________________________________________________________________
 HA0500  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HA0500  DYNAMIC HT  -         122.513 (meters)     401.94  (feet)  COMP
 HA0500  MODELED GRAV-     979,909.9   (mgal)                       NAVD 88
 HA0500
 HA0500  VERT ORDER  -  FIRST     CLASS II
 HA0500
 HA0500.The horizontal coordinates were scaled from a topographic map and have
 HA0500.an estimated accuracy of +/- 6 seconds.
 HA0500
 HA0500.The orthometric height was determined by differential leveling
 HA0500.and adjusted by the National Geodetic Survey in June 1991..
 HA0500
 HA0500.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0500.See file dsdata.txt to determine how the superseded data were derived.
 HA0500
 HA0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG404982(NAD 83)
 HA0500_MARKER: DB = BENCH MARK DISK
 HA0500_SETTING: 66 = SET IN ROCK OUTCROP
 HA0500_SP_SET: ROCK LEDGE
 HA0500_STAMPING: K 330 1965
 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 = OCTOBER  6, 2006
 JA0992 ***********************************************************************
 JA0992  DESIGNATION -  K 331
 JA0992  PID         -  JA0992
 JA0992  STATE/COUNTY-  IN/PIKE
 JA0992  USGS QUAD   -  AUGUSTA (1989)
 JA0992
 JA0992                         *CURRENT SURVEY CONTROL
 JA0992  ___________________________________________________________________
 JA0992* NAD 83(1986)-  38 22 23.     (N)    087 09 19.     (W)     SCALED    
 JA0992* NAVD 88     -       134.276  (meters)     440.54   (feet)  ADJUSTED  
 JA0992  ___________________________________________________________________
 JA0992  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JA0992  DYNAMIC HT  -         134.188 (meters)     440.25  (feet)  COMP
 JA0992  MODELED GRAV-     979,968.4   (mgal)                       NAVD 88
 JA0992
 JA0992  VERT ORDER  -  FIRST     CLASS II
 JA0992
 JA0992.The horizontal coordinates were scaled from a topographic map and have
 JA0992.an estimated accuracy of +/- 6 seconds.
 JA0992
 JA0992.The orthometric height was determined by differential leveling
 JA0992.and adjusted by the National Geodetic Survey in June 1991..
 JA0992
 JA0992.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0992.See file dsdata.txt to determine how the superseded data were derived.
 JA0992
 JA0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH864472(NAD 83)
 JA0992_MARKER: DB = BENCH MARK DISK
 JA0992_SETTING: 66 = SET IN ROCK OUTCROP
 JA0992_SP_SET: ROCK CUT
 JA0992_STAMPING: K 331 1965
 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 = OCTOBER  6, 2006
 JA1123 ***********************************************************************
 JA1123  DESIGNATION -  K 332
 JA1123  PID         -  JA1123
 JA1123  STATE/COUNTY-  IN/GIBSON
 JA1123  USGS QUAD   -  PRINCETON (1989)
 JA1123
 JA1123                         *CURRENT SURVEY CONTROL
 JA1123  ___________________________________________________________________
 JA1123* NAD 83(1986)-  38 20 24.     (N)    087 32 18.     (W)     SCALED    
 JA1123* NAVD 88     -       155.126  (meters)     508.94   (feet)  ADJUSTED  
 JA1123  ___________________________________________________________________
 JA1123  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JA1123  DYNAMIC HT  -         155.023 (meters)     508.60  (feet)  COMP
 JA1123  MODELED GRAV-     979,963.5   (mgal)                       NAVD 88
 JA1123
 JA1123  VERT ORDER  -  FIRST     CLASS II
 JA1123
 JA1123.The horizontal coordinates were scaled from a topographic map and have
 JA1123.an estimated accuracy of +/- 6 seconds.
 JA1123
 JA1123.The orthometric height was determined by differential leveling
 JA1123.and adjusted by the National Geodetic Survey in June 1991..
 JA1123
 JA1123.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1123.See file dsdata.txt to determine how the superseded data were derived.
 JA1123
 JA1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH529436(NAD 83)
 JA1123_MARKER: DB = BENCH MARK DISK
 JA1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1123_STAMPING: K 332 1965
 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 = OCTOBER  6, 2006
 MD0677 ***********************************************************************
 MD0677  DESIGNATION -  K 333
 MD0677  PID         -  MD0677
 MD0677  STATE/COUNTY-  IN/WHITLEY
 MD0677  USGS QUAD   -  COLUMBIA CITY (1981)
 MD0677
 MD0677                         *CURRENT SURVEY CONTROL
 MD0677  ___________________________________________________________________
 MD0677* NAD 83(1986)-  41 08 59.     (N)    085 29 13.     (W)     SCALED    
 MD0677* NAVD 88     -       256.064  (meters)     840.10   (feet)  ADJUSTED  
 MD0677  ___________________________________________________________________
 MD0677  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MD0677  DYNAMIC HT  -         255.965 (meters)     839.78  (feet)  COMP
 MD0677  MODELED GRAV-     980,230.3   (mgal)                       NAVD 88
 MD0677
 MD0677  VERT ORDER  -  FIRST     CLASS I
 MD0677
 MD0677.The horizontal coordinates were scaled from a topographic map and have
 MD0677.an estimated accuracy of +/- 6 seconds.
 MD0677
 MD0677.The orthometric height was determined by differential leveling
 MD0677.and adjusted by the National Geodetic Survey in June 1991..
 MD0677
 MD0677.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD0677
 MD0677  NGVD 29 (01/19/93)  256.218  (m)          840.61   (f) ADJUSTED    1 1
 MD0677
 MD0677.Superseded values are not recommended for survey control.
 MD0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0677.See file dsdata.txt to determine how the superseded data were derived.
 MD0677
 MD0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL269564(NAD 83)
 MD0677_MARKER: DB = BENCH MARK DISK
 MD0677_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD0677_SP_SET: COPPER-CLAD STEEL ROD
 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 = OCTOBER  6, 2006
 ME0255 ***********************************************************************
 ME0255  DESIGNATION -  K 334
 ME0255  PID         -  ME0255
 ME0255  STATE/COUNTY-  IN/MARSHALL
 ME0255  USGS QUAD   -  INWOOD (1994)
 ME0255
 ME0255                         *CURRENT SURVEY CONTROL
 ME0255  ___________________________________________________________________
 ME0255* NAD 83(1986)-  41 19 23.     (N)    086 14 01.     (W)     SCALED    
 ME0255* NAVD 88     -       252.074  (meters)     827.01   (feet)  ADJUSTED  
 ME0255  ___________________________________________________________________
 ME0255  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0255  DYNAMIC HT  -         251.966 (meters)     826.66  (feet)  COMP
 ME0255  MODELED GRAV-     980,191.9   (mgal)                       NAVD 88
 ME0255
 ME0255  VERT ORDER  -  FIRST     CLASS I
 ME0255
 ME0255.The horizontal coordinates were scaled from a topographic map and have
 ME0255.an estimated accuracy of +/- 6 seconds.
 ME0255
 ME0255.The orthometric height was determined by differential leveling
 ME0255.and adjusted by the National Geodetic Survey in April 1995..
 ME0255
 ME0255.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0255
 ME0255  NAVD 88 (06/15/91)  252.079  (m)          827.03   (f) UNKNOWN     1 1
 ME0255  NGVD 29 (01/19/93)  252.196  (m)          827.41   (f) ADJUSTED    1 1
 ME0255
 ME0255.Superseded values are not recommended for survey control.
 ME0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0255.See file dsdata.txt to determine how the superseded data were derived.
 ME0255
 ME0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL641749(NAD 83)
 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 = OCTOBER  6, 2006
 ME0231 ***********************************************************************
 ME0231  DESIGNATION -  K 335
 ME0231  PID         -  ME0231
 ME0231  STATE/COUNTY-  IN/MARSHALL
 ME0231  USGS QUAD   -  BOURBON (1994)
 ME0231
 ME0231                         *CURRENT SURVEY CONTROL
 ME0231  ___________________________________________________________________
 ME0231* NAD 83(1986)-  41 17 31.     (N)    086 06 20.     (W)     SCALED    
 ME0231* NAVD 88     -       253.430  (meters)     831.46   (feet)  ADJUSTED  
 ME0231  ___________________________________________________________________
 ME0231  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 ME0231  DYNAMIC HT  -         253.325 (meters)     831.12  (feet)  COMP
 ME0231  MODELED GRAV-     980,201.6   (mgal)                       NAVD 88
 ME0231
 ME0231  VERT ORDER  -  FIRST     CLASS I
 ME0231
 ME0231.The horizontal coordinates were scaled from a topographic map and have
 ME0231.an estimated accuracy of +/- 6 seconds.
 ME0231
 ME0231.The orthometric height was determined by differential leveling
 ME0231.and adjusted by the National Geodetic Survey in June 1991..
 ME0231
 ME0231.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0231.See file dsdata.txt to determine how the superseded data were derived.
 ME0231
 ME0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL748715(NAD 83)
 ME0231_MARKER: DB = BENCH MARK DISK
 ME0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0231_STAMPING: K 335 1968
 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 = OCTOBER  6, 2006
 ME1216 ***********************************************************************
 ME1216  DESIGNATION -  K 336
 ME1216  PID         -  ME1216
 ME1216  STATE/COUNTY-  IN/PORTER
 ME1216  USGS QUAD   -  VALPARAISO (1992)
 ME1216
 ME1216                         *CURRENT SURVEY CONTROL
 ME1216  ___________________________________________________________________
 ME1216* NAD 83(1986)-  41 29 16.     (N)    087 06 45.     (W)     SCALED    
 ME1216* NAVD 88     -       211.838  (meters)     695.01   (feet)  ADJUSTED  
 ME1216  ___________________________________________________________________
 ME1216  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 ME1216  DYNAMIC HT  -         211.754 (meters)     694.73  (feet)  COMP
 ME1216  MODELED GRAV-     980,226.1   (mgal)                       NAVD 88
 ME1216
 ME1216  VERT ORDER  -  FIRST     CLASS I
 ME1216
 ME1216.The horizontal coordinates were scaled from a topographic map and have
 ME1216.an estimated accuracy of +/- 6 seconds.
 ME1216
 ME1216.The orthometric height was determined by differential leveling
 ME1216.and adjusted by the National Geodetic Survey in June 1991..
 ME1216
 ME1216.The geoid height was determined by GEOID03.
 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     -   692,730.      897,560.      MT  (+/- 180 meters Scaled)
 ME1216
 ME1216                          SUPERSEDED SURVEY CONTROL
 ME1216
 ME1216  NGVD 29 (01/19/93)  211.932  (m)          695.31   (f) ADJUSTED    1 1
 ME1216
 ME1216.Superseded values are not recommended for survey control.
 ME1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1216.See file dsdata.txt to determine how the superseded data were derived.
 ME1216
 ME1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL906929(NAD 83)
 ME1216_MARKER: DB = BENCH MARK DISK
 ME1216_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME1216_SP_SET: COPPER-CLAD STEEL ROD
 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 = OCTOBER  6, 2006
 LB1631 ***********************************************************************
 LB1631  DESIGNATION -  K 34
 LB1631  PID         -  LB1631
 LB1631  STATE/COUNTY-  IN/FOUNTAIN
 LB1631  USGS QUAD   -  VEEDERSBURG (1967)
 LB1631
 LB1631                         *CURRENT SURVEY CONTROL
 LB1631  ___________________________________________________________________
 LB1631* NAD 83(1986)-  40 06 43.     (N)    087 15 37.     (W)     SCALED    
 LB1631* NAVD 88     -       186.175  (meters)     610.81   (feet)  ADJUSTED  
 LB1631  ___________________________________________________________________
 LB1631  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 LB1631  DYNAMIC HT  -         186.078 (meters)     610.49  (feet)  COMP
 LB1631  MODELED GRAV-     980,100.6   (mgal)                       NAVD 88
 LB1631
 LB1631  VERT ORDER  -  SECOND    CLASS 0
 LB1631
 LB1631.The horizontal coordinates were scaled from a topographic map and have
 LB1631.an estimated accuracy of +/- 6 seconds.
 LB1631
 LB1631.The orthometric height was determined by differential leveling
 LB1631.and adjusted by the National Geodetic Survey in June 1991..
 LB1631
 LB1631.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1631.See file dsdata.txt to determine how the superseded data were derived.
 LB1631
 LB1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK778402(NAD 83)
 LB1631_MARKER: DB = BENCH MARK DISK
 LB1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1631_STAMPING: K 34 1934
 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             NGS
 LB1631  HISTORY     - 1957     MARK NOT FOUND   NGS
 LB1631
 LB1631                          STATION DESCRIPTION
 LB1631
 LB1631'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1957
 LB1631'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2127 ***********************************************************************
 ME2127  DESIGNATION -  K 349
 ME2127  PID         -  ME2127
 ME2127  STATE/COUNTY-  IN/LAKE
 ME2127  USGS QUAD   -  GARY (1991)
 ME2127
 ME2127                         *CURRENT SURVEY CONTROL
 ME2127  ___________________________________________________________________
 ME2127* NAD 83(1986)-  41 35 50.     (N)    087 15 54.     (W)     SCALED    
 ME2127* NAVD 88     -       185.847  (meters)     609.73   (feet)  ADJUSTED  
 ME2127  ___________________________________________________________________
 ME2127  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME2127  DYNAMIC HT  -         185.779 (meters)     609.51  (feet)  COMP
 ME2127  MODELED GRAV-     980,249.9   (mgal)                       NAVD 88
 ME2127
 ME2127  VERT ORDER  -  FIRST     CLASS II
 ME2127
 ME2127.The horizontal coordinates were scaled from a topographic map and have
 ME2127.an estimated accuracy of +/- 6 seconds.
 ME2127
 ME2127.The orthometric height was determined by differential leveling
 ME2127.and adjusted by the National Geodetic Survey in June 1991..
 ME2127
 ME2127.The geoid height was determined by GEOID03.
 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     -   704,900.      884,860.      MT  (+/- 180 meters Scaled)
 ME2127
 ME2127                          SUPERSEDED SURVEY CONTROL
 ME2127
 ME2127  NGVD 29 (01/19/93)  185.952  (m)          610.08   (f) ADJUSTED    1 2
 ME2127
 ME2127.Superseded values are not recommended for survey control.
 ME2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2127.See file dsdata.txt to determine how the superseded data were derived.
 ME2127
 ME2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM779050(NAD 83)
 ME2127_MARKER: I = METAL ROD
 ME2127_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2127_SP_SET: STAINLESS STEEL ROD
 ME2127_STAMPING: K 349 1985
 ME2127_MARK LOGO: NGS   
 ME2127_PROJECTION: RECESSED 3 CENTIMETERS
 ME2127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2127_ROD/PIPE-DEPTH: 11.0 meters
 ME2127
 ME2127  HISTORY     - Date     Condition        Report By
 ME2127  HISTORY     - 1985     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0754 ***********************************************************************
 LA0754  DESIGNATION -  K 35
 LA0754  PID         -  LA0754
 LA0754  STATE/COUNTY-  IN/WELLS
 LA0754  USGS QUAD   -  PREBLE (1994)
 LA0754
 LA0754                         *CURRENT SURVEY CONTROL
 LA0754  ___________________________________________________________________
 LA0754* NAD 83(1986)-  40 49 55.     (N)    085 05 29.     (W)     SCALED    
 LA0754* NAVD 88     -       254.202  (meters)     833.99   (feet)  ADJUSTED  
 LA0754  ___________________________________________________________________
 LA0754  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 LA0754  DYNAMIC HT  -         254.087 (meters)     833.62  (feet)  COMP
 LA0754  MODELED GRAV-     980,163.5   (mgal)                       NAVD 88
 LA0754
 LA0754  VERT ORDER  -  SECOND    CLASS 0
 LA0754
 LA0754.The horizontal coordinates were scaled from a topographic map and have
 LA0754.an estimated accuracy of +/- 6 seconds.
 LA0754
 LA0754.The orthometric height was determined by differential leveling
 LA0754.and adjusted by the National Geodetic Survey in June 1991..
 LA0754
 LA0754.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0754.See file dsdata.txt to determine how the superseded data were derived.
 LA0754
 LA0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL609218(NAD 83)
 LA0754_MARKER: DB = BENCH MARK DISK
 LA0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0754_STAMPING: K 35 1934
 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             NGS
 LA0754
 LA0754                          STATION DESCRIPTION
 LA0754
 LA0754'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1651 ***********************************************************************
 KA1651  DESIGNATION -  K 350
 KA1651  PID         -  KA1651
 KA1651  STATE/COUNTY-  IN/MARION
 KA1651  USGS QUAD   -  CLERMONT (1984)
 KA1651
 KA1651                         *CURRENT SURVEY CONTROL
 KA1651  ___________________________________________________________________
 KA1651* NAD 83(1986)-  39 45 52.     (N)    086 15 59.     (W)     SCALED    
 KA1651* NAVD 88     -       238.374  (meters)     782.07   (feet)  ADJUSTED  
 KA1651  ___________________________________________________________________
 KA1651  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KA1651  DYNAMIC HT  -         238.245 (meters)     781.64  (feet)  COMP
 KA1651  MODELED GRAV-     980,081.7   (mgal)                       NAVD 88
 KA1651
 KA1651  VERT ORDER  -  FIRST     CLASS II
 KA1651
 KA1651.The horizontal coordinates were scaled from a topographic map and have
 KA1651.an estimated accuracy of +/- 6 seconds.
 KA1651
 KA1651.The orthometric height was determined by differential leveling
 KA1651.and adjusted by the National Geodetic Survey in June 1991..
 KA1651
 KA1651.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1651
 KA1651.No superseded survey control is available for this station.
 KA1651
 KA1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK628018(NAD 83)
 KA1651_MARKER: DB = BENCH MARK 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: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA1651+STABILITY: 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 = OCTOBER  6, 2006
 KA1679 ***********************************************************************
 KA1679  DESIGNATION -  K 351
 KA1679  PID         -  KA1679
 KA1679  STATE/COUNTY-  IN/CLAY
 KA1679  USGS QUAD   -  BRAZIL EAST (1986)
 KA1679
 KA1679                         *CURRENT SURVEY CONTROL
 KA1679  ___________________________________________________________________
 KA1679* NAD 83(1986)-  39 32 37.     (N)    087 02 28.     (W)     SCALED    
 KA1679* NAVD 88     -       197.069  (meters)     646.55   (feet)  ADJUSTED  
 KA1679  ___________________________________________________________________
 KA1679  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KA1679  DYNAMIC HT  -         196.956 (meters)     646.18  (feet)  COMP
 KA1679  MODELED GRAV-     980,048.1   (mgal)                       NAVD 88
 KA1679
 KA1679  VERT ORDER  -  FIRST     CLASS II
 KA1679
 KA1679.The horizontal coordinates were scaled from a topographic map and have
 KA1679.an estimated accuracy of +/- 6 seconds.
 KA1679
 KA1679.The orthometric height was determined by differential leveling
 KA1679.and adjusted by the National Geodetic Survey in June 1991..
 KA1679
 KA1679.The geoid height was determined by GEOID03.
 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     -   476,850.      903,630.      MT  (+/- 180 meters Scaled)
 KA1679
 KA1679                          SUPERSEDED SURVEY CONTROL
 KA1679
 KA1679.No superseded survey control is available for this station.
 KA1679
 KA1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ964771(NAD 83)
 KA1679_MARKER: I = METAL ROD
 KA1679_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1679_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1665 ***********************************************************************
 KA1665  CBN         -  This is a Cooperative Base Network Control Station.
 KA1665  DESIGNATION -  K 352
 KA1665  PID         -  KA1665
 KA1665  STATE/COUNTY-  IN/HENDRICKS
 KA1665  USGS QUAD   -  CLAYTON (1970)
 KA1665
 KA1665                         *CURRENT SURVEY CONTROL
 KA1665  ___________________________________________________________________
 KA1665* NAD 83(1997)-  39 41 00.75797(N)    086 30 28.13172(W)     ADJUSTED  
 KA1665* NAVD 88     -       250.475  (meters)     821.77   (feet)  ADJUSTED  
 KA1665  ___________________________________________________________________
 KA1665  X           -     299,407.990 (meters)                     COMP
 KA1665  Y           -  -4,906,258.661 (meters)                     COMP
 KA1665  Z           -   4,051,146.036 (meters)                     COMP
 KA1665  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 KA1665  ELLIP HEIGHT-         217.55  (meters)          (04/10/98) GPS OBS
 KA1665  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KA1665  DYNAMIC HT  -         250.337 (meters)     821.31  (feet)  COMP
 KA1665  MODELED GRAV-     980,071.7   (mgal)                       NAVD 88
 KA1665
 KA1665  HORZ ORDER  -  B
 KA1665  VERT ORDER  -  FIRST     CLASS II
 KA1665  ELLP ORDER  -  FOURTH    CLASS I
 KA1665
 KA1665.The horizontal coordinates were established by GPS observations
 KA1665.and adjusted by the National Geodetic Survey in April 1998..
 KA1665
 KA1665.The orthometric height was determined by differential leveling
 KA1665.and adjusted by the National Geodetic Survey in June 1991..
 KA1665
 KA1665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA1665
 KA1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1665
 KA1665.The ellipsoidal height was determined by GPS observations
 KA1665.and is referenced to NAD 83.
 KA1665
 KA1665.The geoid height was determined by GEOID03.
 KA1665
 KA1665.The dynamic height is computed by dividing the NAVD 88
 KA1665.geopotential number by the normal gravity value computed on the
 KA1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1665.degrees latitude (g = 980.6199 gals.).
 KA1665
 KA1665.The modeled gravity was interpolated from observed gravity values.
 KA1665
 KA1665;                    North         East     Units Scale Factor Converg.
 KA1665;SPC IN W     -   492,540.515   949,370.409   MT  0.99999666   +0 22 03.0
 KA1665;SPC IN W     - 1,615,943.34  3,114,726.08   sFT  0.99999666   +0 22 03.0
 KA1665;UTM  16      - 4,392,750.404   542,206.212   MT  0.99962193   +0 18 51.4
 KA1665
 KA1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1665!SPC IN W     -   0.99996587  x   0.99999666  =   0.99996253
 KA1665!UTM  16      -   0.99996587  x   0.99962193  =   0.99958781
 KA1665
 KA1665                          SUPERSEDED SURVEY CONTROL
 KA1665
 KA1665  NAVD 88 (04/10/98)  250.47   (m)          821.8    (f) LEVELING    3  
 KA1665
 KA1665.Superseded values are not recommended for survey control.
 KA1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1665.See file dsdata.txt to determine how the superseded data were derived.
 KA1665
 KA1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4220692750(NAD 83)
 KA1665_MARKER: I = METAL ROD
 KA1665_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1665_SP_SET: STAINLESS STEEL ROD
 KA1665_STAMPING: K 352 1985
 KA1665_MARK LOGO: NGS   
 KA1665_PROJECTION: FLUSH
 KA1665_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA1665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1665+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1997
 KA1665_ROD/PIPE-DEPTH: 16.6 meters
 KA1665
 KA1665  HISTORY     - Date     Condition        Report By
 KA1665  HISTORY     - 1985     MONUMENTED       NGS
 KA1665  HISTORY     - 19970815 GOOD             SEC
 KA1665
 KA1665                          STATION DESCRIPTION
 KA1665
 KA1665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KA1665'1.9 KM (1.2 MI) NORTH FROM BELLEVILLE.
 KA1665'1.9 KM (1.2 MI) NORTHERLY ALONG STATE HIGHWAY 39 FROM ITS JUNCTION
 KA1665'WITH U.S. HIGHWAY 40 IN BELLEVILLE, 27.4 M (89.9 FT) SOUTHEAST OF THE
 KA1665'SOUTHEAST END OF A CONCRETE CULVERT, 15.2 M (49.9 FT) SOUTHWEST OF THE
 KA1665'CENTER OF THE HIGHWAY, 11.0 M (36.1 FT) WEST-SOUTHWEST OF A FENCE
 KA1665'CORNER, 5.8 M (19.0 FT) WEST OF THE CENTER OF A GRAVELED ROAD LEADING
 KA1665'SOUTH, AND 0.5 M (1.6 FT) SOUTHEAST OF A UTILITY POLE WITH 2 GUY
 KA1665'WIRES.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1665'THE MARK IS 0.3 METERS  NNE FROM  A WITNESS POST
 KA1665'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 KA1665
 KA1665                          STATION RECOVERY (1997)
 KA1665
 KA1665'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1997 (RGR)
 KA1665'THE STATION IS 1.93 KM (1.20 MI) NORTH OF JUNCTION OF U.S. HIGHWAY 40
 KA1665'AND STATE ROAD 39 AT BELLEVILLE, 31.4 KM (19.50 MI) SOUTHWEST OF
 KA1665'INDIANAPOLIS, 8.05 KM (5.00 MI) SOUTH OF DANVILLE AND 31.4 KILOMETERS
 KA1665'(19.50 MI) EAST OF GREENCASTLE.  FOLLOW STATE ROAD 39 NORTH AT
 KA1665'BELLEVILLE 1.93 KILOMETERS (1.20 MI) TO CURVES.  AHEAD OF CURVES ON
 KA1665'LEFT IS A GRAVEL DRIVE (LEADING SOUTH) OF FIELD ENTRANCE WITH A
 KA1665'CONCRETE CULVERT UNDER STATE ROAD 39 JUST BACKLINE OF JOE GIBBS FARM.
 KA1665'STATION IS LOCATED 14.9 METERS (48.9 FT) FROM CENTERLINE OF STATE ROAD
 KA1665'39, 27.345 METERS (89.714 FT) SOUTHEAST OF SOUTHWEST CORNER OF
 KA1665'CONCRETE HEADWALL, AND 24.30 METERS (79.72 FT) FROM FACE OF POWER POLE
 KA1665'068-183.  STATION IS ON INDOT RIGHT-OF-WAY, OWNERSHIP--INDOT, 100
 KA1665'NORTH SENATE AVENUE, STATE OFFICE BUILDING, INDIANAPOLIS IN 46204.
 KA1665'CONTACT IS HENRY ALDRIDGE, LOCATION SURVEYS, PHONE 317-232-6764.
 KA1665'ACCESS TO ROD IS THROUGH A 5-INCH LOGO CAP.  THE MARK IS 0.3 METERS
 KA1665'(1.0 FT) NORTH-NORTHEAST FROM A WITNESS POST AND 0.80 METERS (2.62 FT)
 KA1665'BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1704 ***********************************************************************
 KA1704  DESIGNATION -  K 353
 KA1704  PID         -  KA1704
 KA1704  STATE/COUNTY-  IN/CLAY
 KA1704  USGS QUAD   -  CLAY CITY (1986)
 KA1704
 KA1704                         *CURRENT SURVEY CONTROL
 KA1704  ___________________________________________________________________
 KA1704* NAD 83(1986)-  39 21 06.     (N)    087 06 37.     (W)     SCALED    
 KA1704* NAVD 88     -       177.825  (meters)     583.41   (feet)  ADJUSTED  
 KA1704  ___________________________________________________________________
 KA1704  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KA1704  DYNAMIC HT  -         177.723 (meters)     583.08  (feet)  COMP
 KA1704  MODELED GRAV-     980,046.7   (mgal)                       NAVD 88
 KA1704
 KA1704  VERT ORDER  -  FIRST     CLASS II
 KA1704
 KA1704.The horizontal coordinates were scaled from a topographic map and have
 KA1704.an estimated accuracy of +/- 6 seconds.
 KA1704
 KA1704.The orthometric height was determined by differential leveling
 KA1704.and adjusted by the National Geodetic Survey in June 1991..
 KA1704
 KA1704.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1704
 KA1704.No superseded survey control is available for this station.
 KA1704
 KA1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ904558(NAD 83)
 KA1704_MARKER: I = METAL ROD
 KA1704_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1704_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 JA1619 ***********************************************************************
 JA1619  DESIGNATION -  K 354
 JA1619  PID         -  JA1619
 JA1619  STATE/COUNTY-  IN/DAVIESS
 JA1619  USGS QUAD   -  PLAINVILLE (1980)
 JA1619
 JA1619                         *CURRENT SURVEY CONTROL
 JA1619  ___________________________________________________________________
 JA1619* NAD 83(1986)-  38 50 18.     (N)    087 07 49.     (W)     SCALED    
 JA1619* NAVD 88     -       141.916  (meters)     465.60   (feet)  ADJUSTED  
 JA1619  ___________________________________________________________________
 JA1619  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 JA1619  DYNAMIC HT  -         141.828 (meters)     465.31  (feet)  COMP
 JA1619  MODELED GRAV-     980,006.5   (mgal)                       NAVD 88
 JA1619
 JA1619  VERT ORDER  -  FIRST     CLASS II
 JA1619
 JA1619.The horizontal coordinates were scaled from a topographic map and have
 JA1619.an estimated accuracy of +/- 6 seconds.
 JA1619
 JA1619.The orthometric height was determined by differential leveling
 JA1619.and adjusted by the National Geodetic Survey in June 1991..
 JA1619
 JA1619.The geoid height was determined by GEOID03.
 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     -   398,550.      895,920.      MT  (+/- 180 meters Scaled)
 JA1619
 JA1619                          SUPERSEDED SURVEY CONTROL
 JA1619
 JA1619.No superseded survey control is available for this station.
 JA1619
 JA1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH886988(NAD 83)
 JA1619_MARKER: I = METAL ROD
 JA1619_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1619_SP_SET: STAINLESS STEEL ROD
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1637 ***********************************************************************
 KA1637  DESIGNATION -  K 355
 KA1637  PID         -  KA1637
 KA1637  STATE/COUNTY-  IN/MARION
 KA1637  USGS QUAD   -  BEECH GROVE (1980)
 KA1637
 KA1637                         *CURRENT SURVEY CONTROL
 KA1637  ___________________________________________________________________
 KA1637* NAD 83(1986)-  39 43 27.     (N)    086 03 26.     (W)     SCALED    
 KA1637* NAVD 88     -       258.747  (meters)     848.91   (feet)  ADJUSTED  
 KA1637  ___________________________________________________________________
 KA1637  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 KA1637  DYNAMIC HT  -         258.600 (meters)     848.42  (feet)  COMP
 KA1637  MODELED GRAV-     980,052.7   (mgal)                       NAVD 88
 KA1637
 KA1637  VERT ORDER  -  FIRST     CLASS II
 KA1637
 KA1637.The horizontal coordinates were scaled from a topographic map and have
 KA1637.an estimated accuracy of +/- 6 seconds.
 KA1637
 KA1637.The orthometric height was determined by differential leveling
 KA1637.and adjusted by the National Geodetic Survey in June 1991..
 KA1637
 KA1637.The geoid height was determined by GEOID03.
 KA1637
 KA1637.The dynamic height is computed by dividing the NAVD 88
 KA1637.geopotential number by the normal gravity value computed on the
 KA1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1637.degrees latitude (g = 980.6199 gals.).
 KA1637
 KA1637.The modeled gravity was interpolated from observed gravity values.
 KA1637
 KA1637;                    North         East    Units  Estimated Accuracy
 KA1637;SPC IN E     -   496,970.       66,520.      MT  (+/- 180 meters Scaled)
 KA1637
 KA1637                          SUPERSEDED SURVEY CONTROL
 KA1637
 KA1637.No superseded survey control is available for this station.
 KA1637
 KA1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ807975(NAD 83)
 KA1637_MARKER: I = METAL ROD
 KA1637_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1637_SP_SET: STAINLESS STEEL ROD
 KA1637_STAMPING: K 355 1986
 KA1637_MARK LOGO: NGS   
 KA1637_PROJECTION: RECESSED 2 CENTIMETERS
 KA1637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1637_ROD/PIPE-DEPTH: 4.9  meters
 KA1637
 KA1637  HISTORY     - Date     Condition        Report By
 KA1637  HISTORY     - 1986     MONUMENTED       NGS
 KA1637
 KA1637                          STATION DESCRIPTION
 KA1637
 KA1637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KA1637'IN INDIANAPOLIS.
 KA1637'IN INDIANAPOLIS, AT THE INTERSECTION OF TROY AND KENMORE AVENUES,
 KA1637'17.1 M (56.1 FT) EAST OF THE CENTER OF A DRIVEWAY LEADING SOUTH TO THE
 KA1637'WAMBSGANS RESIDENCE, 11.4 M (37.4 FT) WEST OF THE EXTENDED CENTER OF
 KA1637'KENMORE AVENUE, 4.0 M (13.1 FT) SOUTH OF THE CENTERLINE OF TROY
 KA1637'AVENUE, AND 0.9 M (3.0 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS TO
 KA1637'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KA1637'THE MARK IS ABOVE LEVEL WITH TROY AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1597 ***********************************************************************
 JA1597  DESIGNATION -  K 356
 JA1597  PID         -  JA1597
 JA1597  STATE/COUNTY-  IN/WARRICK
 JA1597  USGS QUAD   -  ELBERFELD (1988)
 JA1597
 JA1597                         *CURRENT SURVEY CONTROL
 JA1597  ___________________________________________________________________
 JA1597* NAD 83(1986)-  38 11 38.     (N)    087 27 26.     (W)     SCALED    
 JA1597* NAVD 88     -       131.512  (meters)     431.47   (feet)  ADJUSTED  
 JA1597  ___________________________________________________________________
 JA1597  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JA1597  DYNAMIC HT  -         131.424 (meters)     431.18  (feet)  COMP
 JA1597  MODELED GRAV-     979,952.7   (mgal)                       NAVD 88
 JA1597
 JA1597  VERT ORDER  -  FIRST     CLASS II
 JA1597
 JA1597.The horizontal coordinates were scaled from a topographic map and have
 JA1597.an estimated accuracy of +/- 6 seconds.
 JA1597
 JA1597.The orthometric height was determined by differential leveling
 JA1597.and adjusted by the National Geodetic Survey in June 1991..
 JA1597
 JA1597.The geoid height was determined by GEOID03.
 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     -   327,080.      867,250.      MT  (+/- 180 meters Scaled)
 JA1597
 JA1597                          SUPERSEDED SURVEY CONTROL
 JA1597
 JA1597.No superseded survey control is available for this station.
 JA1597
 JA1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH599274(NAD 83)
 JA1597_MARKER: I = METAL ROD
 JA1597_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1597_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 JZ2843 ***********************************************************************
 JZ2843  DESIGNATION -  K 357
 JZ2843  PID         -  JZ2843
 JZ2843  STATE/COUNTY-  IN/SHELBY
 JZ2843  USGS QUAD   -  RAYS CROSSING (1993)
 JZ2843
 JZ2843                         *CURRENT SURVEY CONTROL
 JZ2843  ___________________________________________________________________
 JZ2843* NAD 83(1986)-  39 31 08.     (N)    085 43 22.     (W)     SCALED    
 JZ2843* NAVD 88     -       244.044  (meters)     800.67   (feet)  ADJUSTED  
 JZ2843  ___________________________________________________________________
 JZ2843  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ2843  DYNAMIC HT  -         243.899 (meters)     800.19  (feet)  COMP
 JZ2843  MODELED GRAV-     980,027.4   (mgal)                       NAVD 88
 JZ2843
 JZ2843  VERT ORDER  -  FIRST     CLASS II
 JZ2843
 JZ2843.The horizontal coordinates were scaled from a topographic map and have
 JZ2843.an estimated accuracy of +/- 6 seconds.
 JZ2843
 JZ2843.The orthometric height was determined by differential leveling
 JZ2843.and adjusted by the National Geodetic Survey in June 1991..
 JZ2843
 JZ2843.The geoid height was determined by GEOID03.
 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     -   474,100.       95,180.      MT  (+/- 180 meters Scaled)
 JZ2843
 JZ2843                          SUPERSEDED SURVEY CONTROL
 JZ2843
 JZ2843.No superseded survey control is available for this station.
 JZ2843
 JZ2843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ097751(NAD 83)
 JZ2843_MARKER: DB = BENCH MARK 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: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ2843+STABILITY: POSITION/ELEVATION WELL
 JZ2843
 JZ2843  HISTORY     - Date     Condition        Report By
 JZ2843  HISTORY     - 1986     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2817 ***********************************************************************
 JZ2817  DESIGNATION -  K 358
 JZ2817  PID         -  JZ2817
 JZ2817  STATE/COUNTY-  IN/FRANKLIN
 JZ2817  USGS QUAD   -  BATESVILLE (1993)
 JZ2817
 JZ2817                         *CURRENT SURVEY CONTROL
 JZ2817  ___________________________________________________________________
 JZ2817* NAD 83(1986)-  39 17 54.     (N)    085 14 29.     (W)     SCALED    
 JZ2817* NAVD 88     -       290.436  (meters)     952.87   (feet)  ADJUSTED  
 JZ2817  ___________________________________________________________________
 JZ2817  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ2817  DYNAMIC HT  -         290.254 (meters)     952.27  (feet)  COMP
 JZ2817  MODELED GRAV-     979,994.3   (mgal)                       NAVD 88
 JZ2817
 JZ2817  VERT ORDER  -  FIRST     CLASS II
 JZ2817
 JZ2817.The horizontal coordinates were scaled from a topographic map and have
 JZ2817.an estimated accuracy of +/- 6 seconds.
 JZ2817
 JZ2817.The orthometric height was determined by differential leveling
 JZ2817.and adjusted by the National Geodetic Survey in June 1991..
 JZ2817
 JZ2817.The geoid height was determined by GEOID03.
 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     -   449,700.      136,680.      MT  (+/- 180 meters Scaled)
 JZ2817
 JZ2817                          SUPERSEDED SURVEY CONTROL
 JZ2817
 JZ2817.No superseded survey control is available for this station.
 JZ2817
 JZ2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ516513(NAD 83)
 JZ2817_MARKER: DB = BENCH MARK 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
 JZ2817  HISTORY     - Date     Condition        Report By
 JZ2817  HISTORY     - 1986     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2798 ***********************************************************************
 JZ2798  DESIGNATION -  K 359
 JZ2798  PID         -  JZ2798
 JZ2798  STATE/COUNTY-  IN/DEARBORN
 JZ2798  USGS QUAD   -  GUILFORD (1983)
 JZ2798
 JZ2798                         *CURRENT SURVEY CONTROL
 JZ2798  ___________________________________________________________________
 JZ2798* NAD 83(1986)-  39 12 02.     (N)    084 55 15.     (W)     SCALED    
 JZ2798* NAVD 88     -       175.822  (meters)     576.84   (feet)  ADJUSTED  
 JZ2798  ___________________________________________________________________
 JZ2798  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ2798  DYNAMIC HT  -         175.712 (meters)     576.48  (feet)  COMP
 JZ2798  MODELED GRAV-     979,998.4   (mgal)                       NAVD 88
 JZ2798
 JZ2798  VERT ORDER  -  FIRST     CLASS II
 JZ2798
 JZ2798.The horizontal coordinates were scaled from a topographic map and have
 JZ2798.an estimated accuracy of +/- 6 seconds.
 JZ2798
 JZ2798.The orthometric height was determined by differential leveling
 JZ2798.and adjusted by the National Geodetic Survey in June 1991..
 JZ2798
 JZ2798.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ2798
 JZ2798.No superseded survey control is available for this station.
 JZ2798
 JZ2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ795410(NAD 83)
 JZ2798_MARKER: I = METAL ROD
 JZ2798_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2798_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 MD0737 ***********************************************************************
 MD0737  DESIGNATION -  K 36 RESET 1946
 MD0737  PID         -  MD0737
 MD0737  STATE/COUNTY-  IN/WHITLEY
 MD0737  USGS QUAD   -  LAUD (1961)
 MD0737
 MD0737                         *CURRENT SURVEY CONTROL
 MD0737  ___________________________________________________________________
 MD0737* NAD 83(1986)-  41 03 52.     (N)    085 28 12.     (W)     SCALED    
 MD0737* NAVD 88     -       256.375  (meters)     841.12   (feet)  ADJUSTED  
 MD0737  ___________________________________________________________________
 MD0737  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 MD0737  DYNAMIC HT  -         256.269 (meters)     840.78  (feet)  COMP
 MD0737  MODELED GRAV-     980,202.2   (mgal)                       NAVD 88
 MD0737
 MD0737  VERT ORDER  -  SECOND    CLASS 0
 MD0737
 MD0737.The horizontal coordinates were scaled from a topographic map and have
 MD0737.an estimated accuracy of +/- 6 seconds.
 MD0737
 MD0737.The orthometric height was determined by differential leveling
 MD0737.and adjusted by the National Geodetic Survey in June 1991..
 MD0737
 MD0737.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0737.See file dsdata.txt to determine how the superseded data were derived.
 MD0737
 MD0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL285470(NAD 83)
 MD0737_MARKER: DB = BENCH MARK DISK
 MD0737_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0737_SP_SET: CULVERT
 MD0737_STAMPING: K 36 1934 RESET 1946
 MD0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0737
 MD0737  HISTORY     - Date     Condition        Report By
 MD0737  HISTORY     - 1946     MONUMENTED       CGS
 MD0737  HISTORY     - 1961     GOOD             NGS
 MD0737  HISTORY     - 1968     GOOD             NGS
 MD0737
 MD0737                          STATION DESCRIPTION
 MD0737
 MD0737'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1968
 MD0737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1756 ***********************************************************************
 KA1756  DESIGNATION -  K 361
 KA1756  PID         -  KA1756
 KA1756  STATE/COUNTY-  IN/VERMILLION
 KA1756  USGS QUAD   -  NEWPORT (1980)
 KA1756
 KA1756                         *CURRENT SURVEY CONTROL
 KA1756  ___________________________________________________________________
 KA1756* NAD 83(1986)-  39 55 31.     (N)    087 26 32.     (W)     SCALED    
 KA1756* NAVD 88     -       170.392  (meters)     559.03   (feet)  ADJUSTED  
 KA1756  ___________________________________________________________________
 KA1756  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KA1756  DYNAMIC HT  -         170.302 (meters)     558.73  (feet)  COMP
 KA1756  MODELED GRAV-     980,093.0   (mgal)                       NAVD 88
 KA1756
 KA1756  VERT ORDER  -  FIRST     CLASS II
 KA1756
 KA1756.The horizontal coordinates were scaled from a topographic map and have
 KA1756.an estimated accuracy of +/- 6 seconds.
 KA1756
 KA1756.The orthometric height was determined by differential leveling
 KA1756.and adjusted by the National Geodetic Survey in June 1991..
 KA1756
 KA1756.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1756
 KA1756.No superseded survey control is available for this station.
 KA1756
 KA1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK622195(NAD 83)
 KA1756_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 ME3390 ***********************************************************************
 ME3390  DESIGNATION -  K 367
 ME3390  PID         -  ME3390
 ME3390  STATE/COUNTY-  IN/STARKE
 ME3390  USGS QUAD   -  HAMLET (1977)
 ME3390
 ME3390                         *CURRENT SURVEY CONTROL
 ME3390  ___________________________________________________________________
 ME3390* NAD 83(1986)-  41 22 46.     (N)    086 33 49.     (W)     SCALED    
 ME3390* NAVD 88     -       214.349  (meters)     703.24   (feet)  ADJUSTED  
 ME3390  ___________________________________________________________________
 ME3390  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 ME3390  DYNAMIC HT  -         214.262 (meters)     702.96  (feet)  COMP
 ME3390  MODELED GRAV-     980,213.8   (mgal)                       NAVD 88
 ME3390
 ME3390  VERT ORDER  -  FIRST     CLASS II
 ME3390
 ME3390.The horizontal coordinates were scaled from a topographic map and have
 ME3390.an estimated accuracy of +/- 6 seconds.
 ME3390
 ME3390.The orthometric height was determined by differential leveling
 ME3390.and adjusted by the National Geodetic Survey in April 1995..
 ME3390
 ME3390.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3390.See file dsdata.txt to determine how the superseded data were derived.
 ME3390
 ME3390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL364809(NAD 83)
 ME3390_MARKER: I = METAL ROD
 ME3390_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME3390_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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 = OCTOBER  6, 2006
 MD1964 ***********************************************************************
 MD1964  DESIGNATION -  K 368
 MD1964  PID         -  MD1964
 MD1964  STATE/COUNTY-  IN/WHITLEY
 MD1964  USGS QUAD   -  LORANE (1965)
 MD1964
 MD1964                         *CURRENT SURVEY CONTROL
 MD1964  ___________________________________________________________________
 MD1964* NAD 83(1986)-  41 09 54.     (N)    085 33 02.     (W)     SCALED    
 MD1964* NAVD 88     -       269.430  (meters)     883.95   (feet)  ADJUSTED  
 MD1964  ___________________________________________________________________
 MD1964  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 MD1964  DYNAMIC HT  -         269.321 (meters)     883.60  (feet)  COMP
 MD1964  MODELED GRAV-     980,212.0   (mgal)                       NAVD 88
 MD1964
 MD1964  VERT ORDER  -  FIRST     CLASS II
 MD1964
 MD1964.The horizontal coordinates were scaled from a topographic map and have
 MD1964.an estimated accuracy of +/- 6 seconds.
 MD1964
 MD1964.The orthometric height was determined by differential leveling
 MD1964.and adjusted by the National Geodetic Survey in April 1995..
 MD1964
 MD1964.The geoid height was determined by GEOID03.
 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     -   656,890.      109,740.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1964.See file dsdata.txt to determine how the superseded data were derived.
 MD1964
 MD1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL215580(NAD 83)
 MD1964_MARKER: I = METAL ROD
 MD1964_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MD1964_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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 = OCTOBER  6, 2006
 LA0990 ***********************************************************************
 LA0990  DESIGNATION -  K 39
 LA0990  PID         -  LA0990
 LA0990  STATE/COUNTY-  IN/RANDOLPH
 LA0990  USGS QUAD   -  MAXVILLE (1994)
 LA0990
 LA0990                         *CURRENT SURVEY CONTROL
 LA0990  ___________________________________________________________________
 LA0990* NAD 83(1986)-  40 10 44.     (N)    085 00 59.     (W)     SCALED    
 LA0990* NAVD 88     -       329.620  (meters)    1081.43   (feet)  ADJUSTED  
 LA0990  ___________________________________________________________________
 LA0990  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 LA0990  DYNAMIC HT  -         329.443 (meters)    1080.85  (feet)  COMP
 LA0990  MODELED GRAV-     980,079.9   (mgal)                       NAVD 88
 LA0990
 LA0990  VERT ORDER  -  SECOND    CLASS 0
 LA0990
 LA0990.The horizontal coordinates were scaled from a topographic map and have
 LA0990.an estimated accuracy of +/- 6 seconds.
 LA0990
 LA0990.The orthometric height was determined by differential leveling
 LA0990.and adjusted by the National Geodetic Survey in June 1991..
 LA0990
 LA0990.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0990.See file dsdata.txt to determine how the superseded data were derived.
 LA0990
 LA0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK688494(NAD 83)
 LA0990_MARKER: DB = BENCH MARK DISK
 LA0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0990_STAMPING: K 39 1934
 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 = OCTOBER  6, 2006
 JZ1665 ***********************************************************************
 JZ1665  DESIGNATION -  K 4
 JZ1665  PID         -  JZ1665
 JZ1665  STATE/COUNTY-  IN/FAYETTE
 JZ1665  USGS QUAD   -  BROWNSVILLE (1983)
 JZ1665
 JZ1665                         *CURRENT SURVEY CONTROL
 JZ1665  ___________________________________________________________________
 JZ1665* NAD 83(1986)-  39 39 10.     (N)    085 03 22.     (W)     SCALED    
 JZ1665* NAVD 88     -       269.118  (meters)     882.93   (feet)  ADJUSTED  
 JZ1665  ___________________________________________________________________
 JZ1665  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JZ1665  DYNAMIC HT  -         268.958 (meters)     882.41  (feet)  COMP
 JZ1665  MODELED GRAV-     980,026.5   (mgal)                       NAVD 88
 JZ1665
 JZ1665  VERT ORDER  -  SECOND    CLASS 0
 JZ1665
 JZ1665.The horizontal coordinates were scaled from a topographic map and have
 JZ1665.an estimated accuracy of +/- 6 seconds.
 JZ1665
 JZ1665.The orthometric height was determined by differential leveling
 JZ1665.and adjusted by the National Geodetic Survey in June 1991..
 JZ1665
 JZ1665.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1665.See file dsdata.txt to determine how the superseded data were derived.
 JZ1665
 JZ1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ667910(NAD 83)
 JZ1665_MARKER: DD = SURVEY DISK
 JZ1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1665_STAMPING: K-4 1928
 JZ1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1665+STABILITY: SURFACE MOTION
 JZ1665
 JZ1665  HISTORY     - Date     Condition        Report By
 JZ1665  HISTORY     - 1928     MONUMENTED       USGS
 JZ1665  HISTORY     - 1947     GOOD             NGS
 JZ1665  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 JZ1665
 JZ1665                          STATION DESCRIPTION
 JZ1665
 JZ1665'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1059 ***********************************************************************
 LA1059  DESIGNATION -  K 40
 LA1059  PID         -  LA1059
 LA1059  STATE/COUNTY-  IN/RANDOLPH
 LA1059  USGS QUAD   -  MODOC (1969)
 LA1059
 LA1059                         *CURRENT SURVEY CONTROL
 LA1059  ___________________________________________________________________
 LA1059* NAD 83(1986)-  40 02 36.     (N)    085 07 34.     (W)     SCALED    
 LA1059* NAVD 88     -       357.126  (meters)    1171.67   (feet)  ADJUSTED  
 LA1059  ___________________________________________________________________
 LA1059  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 LA1059  DYNAMIC HT  -         356.931 (meters)    1171.03  (feet)  COMP
 LA1059  MODELED GRAV-     980,068.8   (mgal)                       NAVD 88
 LA1059
 LA1059  VERT ORDER  -  SECOND    CLASS 0
 LA1059
 LA1059.The horizontal coordinates were scaled from a topographic map and have
 LA1059.an estimated accuracy of +/- 6 seconds.
 LA1059
 LA1059.The orthometric height was determined by differential leveling
 LA1059.and adjusted by the National Geodetic Survey in June 1991..
 LA1059
 LA1059.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1059.See file dsdata.txt to determine how the superseded data were derived.
 LA1059
 LA1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK598342(NAD 83)
 LA1059_MARKER: DB = BENCH MARK DISK
 LA1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1059_STAMPING: K 40 1934
 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             NGS
 LA1059  HISTORY     - 1960     MARK NOT FOUND   USGS
 LA1059
 LA1059                          STATION DESCRIPTION
 LA1059
 LA1059'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1019 ***********************************************************************
 LA1019  DESIGNATION -  K 41 RESET 1973
 LA1019  PID         -  LA1019
 LA1019  STATE/COUNTY-  IN/DELAWARE
 LA1019  USGS QUAD   -  MUNCIE WEST (1992)
 LA1019
 LA1019                         *CURRENT SURVEY CONTROL
 LA1019  ___________________________________________________________________
 LA1019* NAD 83(1986)-  40 11 29.     (N)    085 23 16.     (W)     SCALED    
 LA1019* NAVD 88     -       289.09   (meters)     948.5    (feet)  RESET     
 LA1019  ___________________________________________________________________
 LA1019  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 LA1019
 LA1019  VERT ORDER  -  THIRD
 LA1019
 LA1019.The horizontal coordinates were scaled from a topographic map and have
 LA1019.an estimated accuracy of +/- 6 seconds.
 LA1019
 LA1019.The orthometric height was computed from unverified reset data.
 LA1019
 LA1019.The geoid height was determined by GEOID03.
 LA1019
 LA1019;                    North         East    Units  Estimated Accuracy
 LA1019;SPC IN E     -   548,810.      123,750.      MT  (+/- 180 meters Scaled)
 LA1019
 LA1019                          SUPERSEDED SURVEY CONTROL
 LA1019
 LA1019.No superseded survey control is available for this station.
 LA1019
 LA1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK372502(NAD 83)
 LA1019_MARKER: DB = BENCH MARK DISK
 LA1019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1019_SP_SET: FLAGPOLE CONCRETE BASE
 LA1019_STAMPING: K 41 RESET 1973
 LA1019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1019
 LA1019  HISTORY     - Date     Condition        Report By
 LA1019  HISTORY     - 1973     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1439 ***********************************************************************
 LA1439  DESIGNATION -  K 42
 LA1439  PID         -  LA1439
 LA1439  STATE/COUNTY-  IN/MADISON
 LA1439  USGS QUAD   -  LAPEL (1994)
 LA1439
 LA1439                         *CURRENT SURVEY CONTROL
 LA1439  ___________________________________________________________________
 LA1439* NAD 83(1986)-  40 04 06.     (N)    085 50 51.     (W)     SCALED    
 LA1439* NAVD 88     -       261.499  (meters)     857.93   (feet)  ADJUSTED  
 LA1439  ___________________________________________________________________
 LA1439  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 LA1439  DYNAMIC HT  -         261.357 (meters)     857.47  (feet)  COMP
 LA1439  MODELED GRAV-     980,076.4   (mgal)                       NAVD 88
 LA1439
 LA1439  VERT ORDER  -  SECOND    CLASS 0
 LA1439
 LA1439.The horizontal coordinates were scaled from a topographic map and have
 LA1439.an estimated accuracy of +/- 6 seconds.
 LA1439
 LA1439.The orthometric height was determined by differential leveling
 LA1439.and adjusted by the National Geodetic Survey in June 1991..
 LA1439.WARNING-Repeat measurements at this control monument indicate possible
 LA1439.vertical movement.
 LA1439
 LA1439.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1439.See file dsdata.txt to determine how the superseded data were derived.
 LA1439
 LA1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK982359(NAD 83)
 LA1439_MARKER: DB = BENCH MARK DISK
 LA1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1439_STAMPING: K 42 1934
 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 = OCTOBER  6, 2006
 JZ1657 ***********************************************************************
 JZ1657  DESIGNATION -  K 43
 JZ1657  PID         -  JZ1657
 JZ1657  STATE/COUNTY-  IN/RUSH
 JZ1657  USGS QUAD   -  RUSHVILLE (1994)
 JZ1657
 JZ1657                         *CURRENT SURVEY CONTROL
 JZ1657  ___________________________________________________________________
 JZ1657* NAD 83(1986)-  39 36 41.     (N)    085 27 14.     (W)     SCALED    
 JZ1657* NAVD 88     -       294.373  (meters)     965.79   (feet)  ADJUSTED  
 JZ1657  ___________________________________________________________________
 JZ1657  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ1657  DYNAMIC HT  -         294.197 (meters)     965.21  (feet)  COMP
 JZ1657  MODELED GRAV-     980,021.6   (mgal)                       NAVD 88
 JZ1657
 JZ1657  VERT ORDER  -  SECOND    CLASS 0
 JZ1657
 JZ1657.The horizontal coordinates were scaled from a topographic map and have
 JZ1657.an estimated accuracy of +/- 6 seconds.
 JZ1657
 JZ1657.The orthometric height was determined by differential leveling
 JZ1657.and adjusted by the National Geodetic Survey in June 1991..
 JZ1657
 JZ1657.The geoid height was determined by GEOID03.
 JZ1657
 JZ1657.The dynamic height is computed by dividing the NAVD 88
 JZ1657.geopotential number by the normal gravity value computed on the
 JZ1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1657.degrees latitude (g = 980.6199 gals.).
 JZ1657
 JZ1657.The modeled gravity was interpolated from observed gravity values.
 JZ1657
 JZ1657;                    North         East    Units  Estimated Accuracy
 JZ1657;SPC IN E     -   484,390.      118,270.      MT  (+/- 180 meters Scaled)
 JZ1657
 JZ1657                          SUPERSEDED SURVEY CONTROL
 JZ1657
 JZ1657  NGVD 29 (??/??/92)  294.500  (m)          966.21   (f) ADJ UNCH    2 0
 JZ1657
 JZ1657.Superseded values are not recommended for survey control.
 JZ1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1657.See file dsdata.txt to determine how the superseded data were derived.
 JZ1657
 JZ1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ327857(NAD 83)
 JZ1657_MARKER: DB = BENCH MARK DISK
 JZ1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1657_STAMPING: K 43 1934
 JZ1657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1657+STABILITY: SURFACE MOTION
 JZ1657
 JZ1657  HISTORY     - Date     Condition        Report By
 JZ1657  HISTORY     - 1934     MONUMENTED       CGS
 JZ1657  HISTORY     - 1947     GOOD             NGS
 JZ1657
 JZ1657                          STATION DESCRIPTION
 JZ1657
 JZ1657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ1657'AT RUSHVILLE.
 JZ1657'AT RUSHVILLE, IN THE NORTHEAST QUARTER OF THE INTERSECTION OF
 JZ1657'THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD AND THE BALTIMORE
 JZ1657'AND OHIO RAILROAD, 93 FEET NORTH OF THE NORTH RAIL OF THE B AND
 JZ1657'O RAILROAD MAIN TRACK, 9.5 FEET EAST OF THE EAST RAIL OF THE NYC
 JZ1657'AND ST. L RAILROAD, 19 FEET SOUTHWEST OF POLE 204/09, 13.2 FEET
 JZ1657'SOUTHEAST OF A SWITCH STAND, 2 FEET WEST OF A WHITE WOODEN
 JZ1657'WITNESS POST, ABOUT ONE-HALF FOOT BELOW TRACK LEVEL AND SET
 JZ1657'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1501 ***********************************************************************
 JZ1501  DESIGNATION -  K 45
 JZ1501  PID         -  JZ1501
 JZ1501  STATE/COUNTY-  IN/HENRY
 JZ1501  USGS QUAD   -  NEW CASTLE WEST (1981)
 JZ1501
 JZ1501                         *CURRENT SURVEY CONTROL
 JZ1501  ___________________________________________________________________
 JZ1501* NAD 83(1986)-  39 55 12.     (N)    085 24 26.     (W)     SCALED    
 JZ1501* NAVD 88     -       317.876  (meters)    1042.90   (feet)  ADJUSTED  
 JZ1501  ___________________________________________________________________
 JZ1501  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JZ1501  DYNAMIC HT  -         317.699 (meters)    1042.32  (feet)  COMP
 JZ1501  MODELED GRAV-     980,057.8   (mgal)                       NAVD 88
 JZ1501
 JZ1501  VERT ORDER  -  SECOND    CLASS 0
 JZ1501
 JZ1501.The horizontal coordinates were scaled from a topographic map and have
 JZ1501.an estimated accuracy of +/- 6 seconds.
 JZ1501
 JZ1501.The orthometric height was determined by differential leveling
 JZ1501.and adjusted by the National Geodetic Survey in June 1991..
 JZ1501
 JZ1501.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1501.See file dsdata.txt to determine how the superseded data were derived.
 JZ1501
 JZ1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK361200(NAD 83)
 JZ1501_MARKER: DB = BENCH MARK DISK
 JZ1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1501_STAMPING: K 45 1934
 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 = OCTOBER  6, 2006
 JZ1663 ***********************************************************************
 JZ1663  DESIGNATION -  K 46
 JZ1663  PID         -  JZ1663
 JZ1663  STATE/COUNTY-  IN/FAYETTE
 JZ1663  USGS QUAD   -  BROWNSVILLE (1983)
 JZ1663
 JZ1663                         *CURRENT SURVEY CONTROL
 JZ1663  ___________________________________________________________________
 JZ1663* NAD 83(1986)-  39 39 49.     (N)    085 02 13.     (W)     SCALED    
 JZ1663* NAVD 88     -       257.236  (meters)     843.95   (feet)  ADJUSTED  
 JZ1663  ___________________________________________________________________
 JZ1663  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JZ1663  DYNAMIC HT  -         257.084 (meters)     843.45  (feet)  COMP
 JZ1663  MODELED GRAV-     980,030.3   (mgal)                       NAVD 88
 JZ1663
 JZ1663  VERT ORDER  -  SECOND    CLASS 0
 JZ1663
 JZ1663.The horizontal coordinates were scaled from a topographic map and have
 JZ1663.an estimated accuracy of +/- 6 seconds.
 JZ1663
 JZ1663.The orthometric height was determined by differential leveling
 JZ1663.and adjusted by the National Geodetic Survey in June 1991..
 JZ1663
 JZ1663.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1663.See file dsdata.txt to determine how the superseded data were derived.
 JZ1663
 JZ1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ683922(NAD 83)
 JZ1663_MARKER: DB = BENCH MARK DISK
 JZ1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1663_SP_SET: STONE BASE
 JZ1663_STAMPING: K 46 1934
 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             NGS
 JZ1663
 JZ1663                          STATION DESCRIPTION
 JZ1663
 JZ1663'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2421 ***********************************************************************
 JZ2421  DESIGNATION -  K 47
 JZ2421  PID         -  JZ2421
 JZ2421  STATE/COUNTY-  IN/SHELBY
 JZ2421  USGS QUAD   -  SHELBYVILLE (1994)
 JZ2421
 JZ2421                         *CURRENT SURVEY CONTROL
 JZ2421  ___________________________________________________________________
 JZ2421* NAD 83(1986)-  39 31 22.     (N)    085 46 13.     (W)     SCALED    
 JZ2421* NAVD 88     -       233.116  (meters)     764.81   (feet)  ADJUSTED  
 JZ2421  ___________________________________________________________________
 JZ2421  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JZ2421  DYNAMIC HT  -         232.979 (meters)     764.37  (feet)  COMP
 JZ2421  MODELED GRAV-     980,032.4   (mgal)                       NAVD 88
 JZ2421
 JZ2421  VERT ORDER  -  SECOND    CLASS 0
 JZ2421
 JZ2421.The horizontal coordinates were scaled from a topographic map and have
 JZ2421.an estimated accuracy of +/- 6 seconds.
 JZ2421
 JZ2421.The orthometric height was determined by differential leveling
 JZ2421.and adjusted by the National Geodetic Survey in June 1991..
 JZ2421
 JZ2421.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2421.See file dsdata.txt to determine how the superseded data were derived.
 JZ2421
 JZ2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ056755(NAD 83)
 JZ2421_MARKER: DB = BENCH MARK DISK
 JZ2421_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2421_SP_SET: SWITCH CONTROL CONCRETE BASE
 JZ2421_STAMPING: K 47 1934
 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             NGS
 JZ2421  HISTORY     - 1962     MARK NOT FOUND   USGS
 JZ2421
 JZ2421                          STATION DESCRIPTION
 JZ2421
 JZ2421'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2051 ***********************************************************************
 JZ2051  DESIGNATION -  K 48
 JZ2051  PID         -  JZ2051
 JZ2051  STATE/COUNTY-  IN/FRANKLIN
 JZ2051  USGS QUAD   -  BROOKVILLE (1993)
 JZ2051
 JZ2051                         *CURRENT SURVEY CONTROL
 JZ2051  ___________________________________________________________________
 JZ2051* NAD 83(1986)-  39 24 47.     (N)    085 00 37.     (W)     SCALED    
 JZ2051* NAVD 88     -       190.710  (meters)     625.69   (feet)  ADJUSTED  
 JZ2051  ___________________________________________________________________
 JZ2051  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JZ2051  DYNAMIC HT  -         190.595 (meters)     625.31  (feet)  COMP
 JZ2051  MODELED GRAV-     980,021.1   (mgal)                       NAVD 88
 JZ2051
 JZ2051  VERT ORDER  -  SECOND    CLASS 0
 JZ2051
 JZ2051.The horizontal coordinates were scaled from a topographic map and have
 JZ2051.an estimated accuracy of +/- 6 seconds.
 JZ2051
 JZ2051.The orthometric height was determined by differential leveling
 JZ2051.and adjusted by the National Geodetic Survey in June 1991..
 JZ2051
 JZ2051.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2051.See file dsdata.txt to determine how the superseded data were derived.
 JZ2051
 JZ2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ712645(NAD 83)
 JZ2051_MARKER: DB = BENCH MARK DISK
 JZ2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2051_STAMPING: K 48 1934
 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 = OCTOBER  6, 2006
 LA1614 ***********************************************************************
 LA1614  DESIGNATION -  K 5
 LA1614  PID         -  LA1614
 LA1614  STATE/COUNTY-  IN/GRANT
 LA1614  USGS QUAD   -  MARION (1992)
 LA1614
 LA1614                         *CURRENT SURVEY CONTROL
 LA1614  ___________________________________________________________________
 LA1614* NAD 83(1986)-  40 35 18.     (N)    085 39 36.     (W)     SCALED    
 LA1614* NAVD 88     -       242.488  (meters)     795.56   (feet)  ADJUSTED  
 LA1614  ___________________________________________________________________
 LA1614  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 LA1614  DYNAMIC HT  -         242.366 (meters)     795.16  (feet)  COMP
 LA1614  MODELED GRAV-     980,114.8   (mgal)                       NAVD 88
 LA1614
 LA1614  VERT ORDER  -  FIRST     CLASS II
 LA1614
 LA1614.The horizontal coordinates were scaled from a topographic map and have
 LA1614.an estimated accuracy of +/- 6 seconds.
 LA1614
 LA1614.The orthometric height was determined by differential leveling
 LA1614.and adjusted by the National Geodetic Survey in June 1991..
 LA1614
 LA1614.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1614.See file dsdata.txt to determine how the superseded data were derived.
 LA1614
 LA1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK133939(NAD 83)
 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     - UNK      MONUMENTED       CGS
 LA1614  HISTORY     - 1946     GOOD             NGS
 LA1614  HISTORY     - 1960     MARK NOT FOUND   NGS
 LA1614
 LA1614                          STATION DESCRIPTION
 LA1614
 LA1614'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1960
 LA1614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1671 ***********************************************************************
 JZ1671  DESIGNATION -  K 5
 JZ1671  PID         -  JZ1671
 JZ1671  STATE/COUNTY-  IN/FAYETTE
 JZ1671  USGS QUAD   -  CONNERSVILLE (1972)
 JZ1671
 JZ1671                         *CURRENT SURVEY CONTROL
 JZ1671  ___________________________________________________________________
 JZ1671* NAD 83(1986)-  39 38 26.     (N)    085 08 25.     (W)     SCALED    
 JZ1671* NAVD 88     -       252.112  (meters)     827.14   (feet)  ADJUSTED  
 JZ1671  ___________________________________________________________________
 JZ1671  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ1671  DYNAMIC HT  -         251.962 (meters)     826.65  (feet)  COMP
 JZ1671  MODELED GRAV-     980,024.8   (mgal)                       NAVD 88
 JZ1671
 JZ1671  VERT ORDER  -  SECOND    CLASS 0
 JZ1671
 JZ1671.The horizontal coordinates were scaled from a topographic map and have
 JZ1671.an estimated accuracy of +/- 6 seconds.
 JZ1671
 JZ1671.The orthometric height was determined by differential leveling
 JZ1671.and adjusted by the National Geodetic Survey in June 1991..
 JZ1671
 JZ1671.The geoid height was determined by GEOID03.
 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     -   487,740.      145,180.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1671.See file dsdata.txt to determine how the superseded data were derived.
 JZ1671
 JZ1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ595895(NAD 83)
 JZ1671_MARKER: DD = SURVEY DISK
 JZ1671_SETTING: 0 = UNSPECIFIED SETTING
 JZ1671_STAMPING: K 5 1928
 JZ1671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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             NGS
 JZ1671  HISTORY     - 1986     GOOD             USPSQD
 JZ1671  HISTORY     - 20030618 GOOD             GEOCAC
 JZ1671
 JZ1671                          STATION DESCRIPTION
 JZ1671
 JZ1671'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0123 ***********************************************************************
 KA0123  DESIGNATION -  K 50
 KA0123  PID         -  KA0123
 KA0123  STATE/COUNTY-  IN/HENDRICKS
 KA0123  USGS QUAD   -  CLERMONT (1984)
 KA0123
 KA0123                         *CURRENT SURVEY CONTROL
 KA0123  ___________________________________________________________________
 KA0123* NAD 83(1986)-  39 49 24.     (N)    086 20 45.     (W)     SCALED    
 KA0123* NAVD 88     -       265.096  (meters)     869.74   (feet)  ADJUSTED  
 KA0123  ___________________________________________________________________
 KA0123  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KA0123  DYNAMIC HT  -         264.952 (meters)     869.26  (feet)  COMP
 KA0123  MODELED GRAV-     980,074.6   (mgal)                       NAVD 88
 KA0123
 KA0123  VERT ORDER  -  SECOND    CLASS 0
 KA0123
 KA0123.The horizontal coordinates were scaled from a topographic map and have
 KA0123.an estimated accuracy of +/- 6 seconds.
 KA0123
 KA0123.The orthometric height was determined by differential leveling
 KA0123.and adjusted by the National Geodetic Survey in June 1991..
 KA0123
 KA0123.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0123.See file dsdata.txt to determine how the superseded data were derived.
 KA0123
 KA0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK559083(NAD 83)
 KA0123_MARKER: DB = BENCH MARK DISK
 KA0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0123_STAMPING: K 50 1934
 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             NGS
 KA0123  HISTORY     - 1978     GOOD             LOCSUR
 KA0123
 KA0123                          STATION DESCRIPTION
 KA0123
 KA0123'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0908 ***********************************************************************
 KA0908  DESIGNATION -  K 51
 KA0908  PID         -  KA0908
 KA0908  STATE/COUNTY-  IN/VIGO
 KA0908  USGS QUAD   -  ROSEDALE (1983)
 KA0908
 KA0908                         *CURRENT SURVEY CONTROL
 KA0908  ___________________________________________________________________
 KA0908* NAD 83(1986)-  39 31 40.     (N)    087 21 49.     (W)     SCALED    
 KA0908* NAVD 88     -       148.945  (meters)     488.66   (feet)  ADJUSTED  
 KA0908  ___________________________________________________________________
 KA0908  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KA0908  DYNAMIC HT  -         148.860 (meters)     488.38  (feet)  COMP
 KA0908  MODELED GRAV-     980,053.8   (mgal)                       NAVD 88
 KA0908
 KA0908  VERT ORDER  -  SECOND    CLASS 0
 KA0908
 KA0908.The horizontal coordinates were scaled from a topographic map and have
 KA0908.an estimated accuracy of +/- 6 seconds.
 KA0908
 KA0908.The orthometric height was determined by differential leveling
 KA0908.and adjusted by the National Geodetic Survey in June 1991..
 KA0908
 KA0908.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0908.See file dsdata.txt to determine how the superseded data were derived.
 KA0908
 KA0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ687754(NAD 83)
 KA0908_MARKER: DB = BENCH MARK DISK
 KA0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0908_STAMPING: K 51 1934
 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             NGS
 KA0908
 KA0908                          STATION DESCRIPTION
 KA0908
 KA0908'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0449 ***********************************************************************
 KA0449  DESIGNATION -  K 52
 KA0449  PID         -  KA0449
 KA0449  STATE/COUNTY-  IN/MONROE
 KA0449  USGS QUAD   -  BLOOMINGTON (1990)
 KA0449
 KA0449                         *CURRENT SURVEY CONTROL
 KA0449  ___________________________________________________________________
 KA0449* NAD 83(1986)-  39 08 10.     (N)    086 32 04.     (W)     SCALED    
 KA0449* NAVD 88     -       211.607  (meters)     694.25   (feet)  ADJUSTED  
 KA0449  ___________________________________________________________________
 KA0449  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KA0449  DYNAMIC HT  -         211.477 (meters)     693.82  (feet)  COMP
 KA0449  MODELED GRAV-     980,006.8   (mgal)                       NAVD 88
 KA0449
 KA0449  VERT ORDER  -  SECOND    CLASS 0
 KA0449
 KA0449.The horizontal coordinates were scaled from a topographic map and have
 KA0449.an estimated accuracy of +/- 6 seconds.
 KA0449
 KA0449.The orthometric height was determined by differential leveling
 KA0449.and adjusted by the National Geodetic Survey in June 1991..
 KA0449
 KA0449.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0449.See file dsdata.txt to determine how the superseded data were derived.
 KA0449
 KA0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ402319(NAD 83)
 KA0449_MARKER: DB = BENCH MARK DISK
 KA0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0449_STAMPING: K 52 1934
 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             NGS
 KA0449  HISTORY     - 1968     MARK NOT FOUND   USGS
 KA0449
 KA0449                          STATION DESCRIPTION
 KA0449
 KA0449'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0331 ***********************************************************************
 KA0331  DESIGNATION -  K 53
 KA0331  PID         -  KA0331
 KA0331  STATE/COUNTY-  IN/BROWN
 KA0331  USGS QUAD   -  NASHVILLE (1994)
 KA0331
 KA0331                         *CURRENT SURVEY CONTROL
 KA0331  ___________________________________________________________________
 KA0331* NAD 83(1986)-  39 12 23.     (N)    086 14 36.     (W)     SCALED    
 KA0331* NAVD 88     -       196.271  (meters)     643.93   (feet)  ADJUSTED  
 KA0331  ___________________________________________________________________
 KA0331  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KA0331  DYNAMIC HT  -         196.152 (meters)     643.54  (feet)  COMP
 KA0331  MODELED GRAV-     980,017.8   (mgal)                       NAVD 88
 KA0331
 KA0331  VERT ORDER  -  SECOND    CLASS 0
 KA0331
 KA0331.The horizontal coordinates were scaled from a topographic map and have
 KA0331.an estimated accuracy of +/- 6 seconds.
 KA0331
 KA0331.The orthometric height was determined by differential leveling
 KA0331.and adjusted by the National Geodetic Survey in June 1991..
 KA0331
 KA0331.The geoid height was determined by GEOID03.
 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     -   439,570.       50,190.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0331.See file dsdata.txt to determine how the superseded data were derived.
 KA0331
 KA0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ653399(NAD 83)
 KA0331_MARKER: DB = BENCH MARK DISK
 KA0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0331_STAMPING: K 53 1934
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1189 ***********************************************************************
 KA1189  DESIGNATION -  K 54
 KA1189  PID         -  KA1189
 KA1189  STATE/COUNTY-  IN/SULLIVAN
 KA1189  USGS QUAD   -  DUGGER (1993)
 KA1189
 KA1189                         *CURRENT SURVEY CONTROL
 KA1189  ___________________________________________________________________
 KA1189* NAD 83(1986)-  39 05 42.     (N)    087 20 16.     (W)     SCALED    
 KA1189* NAVD 88     -       152.832  (meters)     501.42   (feet)  ADJUSTED  
 KA1189  ___________________________________________________________________
 KA1189  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KA1189  DYNAMIC HT  -         152.741 (meters)     501.12  (feet)  COMP
 KA1189  MODELED GRAV-     980,032.7   (mgal)                       NAVD 88
 KA1189
 KA1189  VERT ORDER  -  SECOND    CLASS 0
 KA1189
 KA1189.The horizontal coordinates were scaled from a topographic map and have
 KA1189.an estimated accuracy of +/- 6 seconds.
 KA1189
 KA1189.The orthometric height was determined by differential leveling
 KA1189.and adjusted by the National Geodetic Survey in June 1991..
 KA1189
 KA1189.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1189.See file dsdata.txt to determine how the superseded data were derived.
 KA1189
 KA1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ707273(NAD 83)
 KA1189_MARKER: DB = BENCH MARK DISK
 KA1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1189_STAMPING: K 54 1934
 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 = OCTOBER  6, 2006
 JA0390 ***********************************************************************
 JA0390  DESIGNATION -  K 55
 JA0390  PID         -  JA0390
 JA0390  STATE/COUNTY-  IN/CRAWFORD
 JA0390  USGS QUAD   -  ENGLISH (1993)
 JA0390
 JA0390                         *CURRENT SURVEY CONTROL
 JA0390  ___________________________________________________________________
 JA0390* NAD 83(1986)-  38 20 01.     (N)    086 27 49.     (W)     SCALED    
 JA0390* NAVD 88     -       154.829  (meters)     507.97   (feet)  ADJUSTED  
 JA0390  ___________________________________________________________________
 JA0390  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 JA0390  DYNAMIC HT  -         154.721 (meters)     507.61  (feet)  COMP
 JA0390  MODELED GRAV-     979,928.2   (mgal)                       NAVD 88
 JA0390
 JA0390  VERT ORDER  -  FIRST     CLASS II
 JA0390
 JA0390.The horizontal coordinates were scaled from a topographic map and have
 JA0390.an estimated accuracy of +/- 6 seconds.
 JA0390
 JA0390.The orthometric height was determined by differential leveling
 JA0390.and adjusted by the National Geodetic Survey in June 1991..
 JA0390.WARNING-Repeat measurements at this control monument indicate possible
 JA0390.vertical movement.
 JA0390
 JA0390.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0390.See file dsdata.txt to determine how the superseded data were derived.
 JA0390
 JA0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH468429(NAD 83)
 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             NGS
 JA0390
 JA0390                          STATION DESCRIPTION
 JA0390
 JA0390'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0255 ***********************************************************************
 JA0255  DESIGNATION -  K 56
 JA0255  PID         -  JA0255
 JA0255  STATE/COUNTY-  IN/HARRISON
 JA0255  USGS QUAD   -  DEPAUW (1994)
 JA0255
 JA0255                         *CURRENT SURVEY CONTROL
 JA0255  ___________________________________________________________________
 JA0255* NAD 83(1986)-  38 20 08.     (N)    086 13 06.     (W)     SCALED    
 JA0255* NAVD 88     -       198.653  (meters)     651.75   (feet)  ADJUSTED  
 JA0255  ___________________________________________________________________
 JA0255  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JA0255  DYNAMIC HT  -         198.513 (meters)     651.29  (feet)  COMP
 JA0255  MODELED GRAV-     979,920.6   (mgal)                       NAVD 88
 JA0255
 JA0255  VERT ORDER  -  FIRST     CLASS II
 JA0255
 JA0255.The horizontal coordinates were scaled from a topographic map and have
 JA0255.an estimated accuracy of +/- 6 seconds.
 JA0255
 JA0255.The orthometric height was determined by differential leveling
 JA0255.and adjusted by the National Geodetic Survey in June 1991..
 JA0255
 JA0255.The geoid height was determined by GEOID03.
 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     -   342,880.       51,770.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0255.See file dsdata.txt to determine how the superseded data were derived.
 JA0255
 JA0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH683433(NAD 83)
 JA0255_MARKER: DB = BENCH MARK DISK
 JA0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0255_STAMPING: K 56 1934
 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             NGS
 JA0255  HISTORY     - 1976     POOR             LOCSUR
 JA0255
 JA0255                          STATION DESCRIPTION
 JA0255
 JA0255'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0587 ***********************************************************************
 JA0587  DESIGNATION -  K 57
 JA0587  PID         -  JA0587
 JA0587  STATE/COUNTY-  IN/DUBOIS
 JA0587  USGS QUAD   -  HUNTINGBURG (1990)
 JA0587
 JA0587                         *CURRENT SURVEY CONTROL
 JA0587  ___________________________________________________________________
 JA0587* NAD 83(1986)-  38 18 37.     (N)    086 58 44.     (W)     SCALED    
 JA0587* NAVD 88     -       138.688  (meters)     455.01   (feet)  ADJUSTED  
 JA0587  ___________________________________________________________________
 JA0587  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 JA0587  DYNAMIC HT  -         138.595 (meters)     454.71  (feet)  COMP
 JA0587  MODELED GRAV-     979,958.8   (mgal)                       NAVD 88
 JA0587
 JA0587  VERT ORDER  -  FIRST     CLASS II
 JA0587
 JA0587.The horizontal coordinates were scaled from a topographic map and have
 JA0587.an estimated accuracy of +/- 6 seconds.
 JA0587
 JA0587.The orthometric height was determined by differential leveling
 JA0587.and adjusted by the National Geodetic Survey in June 1991..
 JA0587
 JA0587.The geoid height was determined by GEOID03.
 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     -   339,940.      909,140.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0587.See file dsdata.txt to determine how the superseded data were derived.
 JA0587
 JA0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH018402(NAD 83)
 JA0587_MARKER: DB = BENCH MARK DISK
 JA0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0587_STAMPING: K 57 1934
 JA0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0587+STABILITY: SURFACE MOTION
 JA0587
 JA0587  HISTORY     - Date     Condition        Report By
 JA0587  HISTORY     - 1934     MONUMENTED       CGS
 JA0587  HISTORY     - 1965     GOOD             NGS
 JA0587
 JA0587                          STATION DESCRIPTION
 JA0587
 JA0587'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1054 ***********************************************************************
 JA1054  DESIGNATION -  K 59
 JA1054  PID         -  JA1054
 JA1054  STATE/COUNTY-  IN/GIBSON
 JA1054  USGS QUAD   -  ELBERFELD (1988)
 JA1054
 JA1054                         *CURRENT SURVEY CONTROL
 JA1054  ___________________________________________________________________
 JA1054* NAD 83(1986)-  38 13 28.     (N)    087 24 29.     (W)     SCALED    
 JA1054* NAVD 88     -       126.209  (meters)     414.07   (feet)  ADJUSTED  
 JA1054  ___________________________________________________________________
 JA1054  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JA1054  DYNAMIC HT  -         126.125 (meters)     413.80  (feet)  COMP
 JA1054  MODELED GRAV-     979,956.2   (mgal)                       NAVD 88
 JA1054
 JA1054  VERT ORDER  -  SECOND    CLASS 0
 JA1054
 JA1054.The horizontal coordinates were scaled from a topographic map and have
 JA1054.an estimated accuracy of +/- 6 seconds.
 JA1054
 JA1054.The orthometric height was determined by differential leveling
 JA1054.and adjusted by the National Geodetic Survey in June 1991..
 JA1054
 JA1054.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1054.See file dsdata.txt to determine how the superseded data were derived.
 JA1054
 JA1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH642307(NAD 83)
 JA1054_MARKER: DB = BENCH MARK DISK
 JA1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1054_STAMPING: K 59 1934
 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             NGS
 JA1054
 JA1054                          STATION DESCRIPTION
 JA1054
 JA1054'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0972 ***********************************************************************
 ME0972  DESIGNATION -  K 6
 ME0972  PID         -  ME0972
 ME0972  STATE/COUNTY-  IN/LAKE
 ME0972  USGS QUAD   -  PORTAGE (1992)
 ME0972
 ME0972                         *CURRENT SURVEY CONTROL
 ME0972  ___________________________________________________________________
 ME0972* NAD 83(1986)-  41 32 03.     (N)    087 14 48.     (W)     SCALED    
 ME0972* NAVD 88     -       190.089  (meters)     623.65   (feet)  ADJUSTED  
 ME0972  ___________________________________________________________________
 ME0972  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME0972  DYNAMIC HT  -         190.017 (meters)     623.41  (feet)  COMP
 ME0972  MODELED GRAV-     980,236.8   (mgal)                       NAVD 88
 ME0972
 ME0972  VERT ORDER  -  FIRST     CLASS I
 ME0972
 ME0972.The horizontal coordinates were scaled from a topographic map and have
 ME0972.an estimated accuracy of +/- 6 seconds.
 ME0972
 ME0972.The orthometric height was determined by differential leveling
 ME0972.and adjusted by the National Geodetic Survey in June 1991..
 ME0972
 ME0972.The geoid height was determined by GEOID03.
 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     -   697,890.      886,370.      MT  (+/- 180 meters Scaled)
 ME0972
 ME0972                          SUPERSEDED SURVEY CONTROL
 ME0972
 ME0972  NGVD 29 (01/19/93)  190.180  (m)          623.95   (f) ADJUSTED    1 1
 ME0972
 ME0972.Superseded values are not recommended for survey control.
 ME0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0972.See file dsdata.txt to determine how the superseded data were derived.
 ME0972
 ME0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL794980(NAD 83)
 ME0972_MARKER: DB = BENCH MARK DISK
 ME0972_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME0972+WITH SETTING: PAVEMENT
 ME0972_SP_SET: STEP
 ME0972_STAMPING: K 6 ELEV 623.949 FT
 ME0972_MARK LOGO: CGS   
 ME0972_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0972+STABILITY: SURFACE MOTION
 ME0972_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0972+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1992
 ME0972
 ME0972  HISTORY     - Date     Condition        Report By
 ME0972  HISTORY     - UNK      MONUMENTED       CGS
 ME0972  HISTORY     - 1968     GOOD             NGS
 ME0972  HISTORY     - 1972     GOOD             BRADY
 ME0972  HISTORY     - 19920906 GOOD             NGS
 ME0972
 ME0972                          STATION DESCRIPTION
 ME0972
 ME0972'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1777 ***********************************************************************
 JZ1777  DESIGNATION -  K 6
 JZ1777  PID         -  JZ1777
 JZ1777  STATE/COUNTY-  IN/FAYETTE
 JZ1777  USGS QUAD   -  ALPINE (1994)
 JZ1777
 JZ1777                         *CURRENT SURVEY CONTROL
 JZ1777  ___________________________________________________________________
 JZ1777* NAD 83(1986)-  39 34 46.     (N)    085 09 28.     (W)     SCALED    
 JZ1777* NAVD 88     -       235.596  (meters)     772.95   (feet)  ADJUSTED  
 JZ1777  ___________________________________________________________________
 JZ1777  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ1777  DYNAMIC HT  -         235.454 (meters)     772.49  (feet)  COMP
 JZ1777  MODELED GRAV-     980,018.4   (mgal)                       NAVD 88
 JZ1777
 JZ1777  VERT ORDER  -  SECOND    CLASS 0
 JZ1777
 JZ1777.The horizontal coordinates were scaled from a topographic map and have
 JZ1777.an estimated accuracy of +/- 6 seconds.
 JZ1777
 JZ1777.The orthometric height was determined by differential leveling
 JZ1777.and adjusted by the National Geodetic Survey in June 1991..
 JZ1777
 JZ1777.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1777.See file dsdata.txt to determine how the superseded data were derived.
 JZ1777
 JZ1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ582827(NAD 83)
 JZ1777_MARKER: DD = SURVEY DISK
 JZ1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1777_STAMPING: K 6 1928
 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             NGS
 JZ1777
 JZ1777                          STATION DESCRIPTION
 JZ1777
 JZ1777'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1684 ***********************************************************************
 HZ1684  DESIGNATION -  K 60
 HZ1684  PID         -  HZ1684
 HZ1684  STATE/COUNTY-  IN/SCOTT
 HZ1684  USGS QUAD   -  CROTHERSVILLE (1993)
 HZ1684
 HZ1684                         *CURRENT SURVEY CONTROL
 HZ1684  ___________________________________________________________________
 HZ1684* NAD 83(1986)-  38 46 15.     (N)    085 49 26.     (W)     SCALED    
 HZ1684* NAVD 88     -       166.756  (meters)     547.10   (feet)  ADJUSTED  
 HZ1684  ___________________________________________________________________
 HZ1684  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HZ1684  DYNAMIC HT  -         166.648 (meters)     546.74  (feet)  COMP
 HZ1684  MODELED GRAV-     979,979.9   (mgal)                       NAVD 88
 HZ1684
 HZ1684  VERT ORDER  -  SECOND    CLASS 0
 HZ1684
 HZ1684.The horizontal coordinates were scaled from a topographic map and have
 HZ1684.an estimated accuracy of +/- 6 seconds.
 HZ1684
 HZ1684.The orthometric height was determined by differential leveling
 HZ1684.and adjusted by the National Geodetic Survey in June 1991..
 HZ1684
 HZ1684.The geoid height was determined by GEOID03.
 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     -   391,070.       86,340.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1684.See file dsdata.txt to determine how the superseded data were derived.
 HZ1684
 HZ1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH021920(NAD 83)
 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
 HZ1684  HISTORY     - Date     Condition        Report By
 HZ1684  HISTORY     - 1934     MONUMENTED       CGS
 HZ1684  HISTORY     - 19860730 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0039 ***********************************************************************
 KA0039  DESIGNATION -  K 61
 KA0039  PID         -  KA0039
 KA0039  STATE/COUNTY-  IN/HENDRICKS
 KA0039  USGS QUAD   -  PLAINFIELD (1980)
 KA0039
 KA0039                         *CURRENT SURVEY CONTROL
 KA0039  ___________________________________________________________________
 KA0039* NAD 83(1986)-  39 42 02.     (N)    086 24 05.     (W)     SCALED    
 KA0039* NAVD 88     -       223.019  (meters)     731.69   (feet)  ADJUSTED  
 KA0039  ___________________________________________________________________
 KA0039  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KA0039  DYNAMIC HT  -         222.899 (meters)     731.29  (feet)  COMP
 KA0039  MODELED GRAV-     980,083.1   (mgal)                       NAVD 88
 KA0039
 KA0039  VERT ORDER  -  SECOND    CLASS 0
 KA0039
 KA0039.The horizontal coordinates were scaled from a topographic map and have
 KA0039.an estimated accuracy of +/- 6 seconds.
 KA0039
 KA0039.The orthometric height was determined by differential leveling
 KA0039.and adjusted by the National Geodetic Survey in June 1991..
 KA0039
 KA0039.The geoid height was determined by GEOID03.
 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     -   494,490.      958,490.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0039.See file dsdata.txt to determine how the superseded data were derived.
 KA0039
 KA0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ513946(NAD 83)
 KA0039_MARKER: DB = BENCH MARK DISK
 KA0039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0039_SP_SET: BUILDING
 KA0039_STAMPING: K 61 1946
 KA0039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0039
 KA0039  HISTORY     - Date     Condition        Report By
 KA0039  HISTORY     - UNK      MONUMENTED
 KA0039
 KA0039                          STATION DESCRIPTION
 KA0039
 KA0039'DESCRIBED UNK
 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 = OCTOBER  6, 2006
 KA0624 ***********************************************************************
 KA0624  DESIGNATION -  K 62
 KA0624  PID         -  KA0624
 KA0624  STATE/COUNTY-  IN/PUTNAM
 KA0624  USGS QUAD   -  EMINENCE (1983)
 KA0624
 KA0624                         *CURRENT SURVEY CONTROL
 KA0624  ___________________________________________________________________
 KA0624* NAD 83(1986)-  39 36 46.     (N)    086 43 13.     (W)     SCALED    
 KA0624* NAVD 88     -       255.945  (meters)     839.71   (feet)  ADJUSTED  
 KA0624  ___________________________________________________________________
 KA0624  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KA0624  DYNAMIC HT  -         255.799 (meters)     839.23  (feet)  COMP
 KA0624  MODELED GRAV-     980,053.0   (mgal)                       NAVD 88
 KA0624
 KA0624  VERT ORDER  -  FIRST     CLASS II
 KA0624
 KA0624.The horizontal coordinates were scaled from a topographic map and have
 KA0624.an estimated accuracy of +/- 6 seconds.
 KA0624
 KA0624.The orthometric height was determined by differential leveling
 KA0624.and adjusted by the National Geodetic Survey in June 1991..
 KA0624
 KA0624.The geoid height was determined by GEOID03.
 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     -   484,590.      931,180.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0624.See file dsdata.txt to determine how the superseded data were derived.
 KA0624
 KA0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ240848(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0700 ***********************************************************************
 KA0700  DESIGNATION -  K 63
 KA0700  PID         -  KA0700
 KA0700  STATE/COUNTY-  IN/MORGAN
 KA0700  USGS QUAD   -  EMINENCE (1983)
 KA0700
 KA0700                         *CURRENT SURVEY CONTROL
 KA0700  ___________________________________________________________________
 KA0700* NAD 83(1986)-  39 31 28.     (N)    086 38 30.     (W)     SCALED    
 KA0700* NAVD 88     -       238.286  (meters)     781.78   (feet)  ADJUSTED  
 KA0700  ___________________________________________________________________
 KA0700  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KA0700  DYNAMIC HT  -         238.152 (meters)     781.34  (feet)  COMP
 KA0700  MODELED GRAV-     980,055.8   (mgal)                       NAVD 88
 KA0700
 KA0700  VERT ORDER  -  SECOND    CLASS 0
 KA0700
 KA0700.The horizontal coordinates were scaled from a topographic map and have
 KA0700.an estimated accuracy of +/- 6 seconds.
 KA0700
 KA0700.The orthometric height was determined by differential leveling
 KA0700.and adjusted by the National Geodetic Survey in June 1991..
 KA0700
 KA0700.The geoid height was determined by GEOID03.
 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.      937,980.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0700.See file dsdata.txt to determine how the superseded data were derived.
 KA0700
 KA0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ307750(NAD 83)
 KA0700_MARKER: DB = BENCH MARK DISK
 KA0700_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0700_SP_SET: BUILDING
 KA0700_STAMPING: K 63 1946
 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 = OCTOBER  6, 2006
 KA0316 ***********************************************************************
 KA0316  DESIGNATION -  K 65
 KA0316  PID         -  KA0316
 KA0316  STATE/COUNTY-  IN/MORGAN
 KA0316  USGS QUAD   -  MARTINSVILLE (1993)
 KA0316
 KA0316                         *CURRENT SURVEY CONTROL
 KA0316  ___________________________________________________________________
 KA0316* NAD 83(1986)-  39 25 37.     (N)    086 29 13.     (W)     SCALED    
 KA0316* NAVD 88     -       198.613  (meters)     651.62   (feet)  ADJUSTED  
 KA0316  ___________________________________________________________________
 KA0316  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KA0316  DYNAMIC HT  -         198.500 (meters)     651.25  (feet)  COMP
 KA0316  MODELED GRAV-     980,053.3   (mgal)                       NAVD 88
 KA0316
 KA0316  VERT ORDER  -  SECOND    CLASS 0
 KA0316
 KA0316.The horizontal coordinates were scaled from a topographic map and have
 KA0316.an estimated accuracy of +/- 6 seconds.
 KA0316
 KA0316.The orthometric height was determined by differential leveling
 KA0316.and adjusted by the National Geodetic Survey in June 1991..
 KA0316
 KA0316.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0316.See file dsdata.txt to determine how the superseded data were derived.
 KA0316
 KA0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ441642(NAD 83)
 KA0316_MARKER: DB = BENCH MARK DISK
 KA0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0316_STAMPING: K 65 1946
 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 = OCTOBER  6, 2006
 KA1242 ***********************************************************************
 KA1242  DESIGNATION -  K 66
 KA1242  PID         -  KA1242
 KA1242  STATE/COUNTY-  IN/VIGO
 KA1242  USGS QUAD   -  TERRE HAUTE (1993)
 KA1242
 KA1242                         *CURRENT SURVEY CONTROL
 KA1242  ___________________________________________________________________
 KA1242* NAD 83(1986)-  39 27 59.     (N)    087 24 09.     (W)     SCALED    
 KA1242* NAVD 88     -       149.971  (meters)     492.03   (feet)  ADJUSTED  
 KA1242  ___________________________________________________________________
 KA1242  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KA1242  DYNAMIC HT  -         149.886 (meters)     491.75  (feet)  COMP
 KA1242  MODELED GRAV-     980,057.2   (mgal)                       NAVD 88
 KA1242
 KA1242  VERT ORDER  -  FIRST     CLASS II
 KA1242
 KA1242.The horizontal coordinates were scaled from a topographic map and have
 KA1242.an estimated accuracy of +/- 6 seconds.
 KA1242
 KA1242.The orthometric height was determined by differential leveling
 KA1242.and adjusted by the National Geodetic Survey in June 1991..
 KA1242
 KA1242.The geoid height was determined by GEOID03.
 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     -   468,320.      872,540.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1242.See file dsdata.txt to determine how the superseded data were derived.
 KA1242
 KA1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ653686(NAD 83)
 KA1242_MARKER: DB = BENCH MARK DISK
 KA1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1242_SP_SET: CONCRETE POST
 KA1242_STAMPING: K 66 1946
 KA1242_MARK LOGO: CGS   
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0942 ***********************************************************************
 KA0942  DESIGNATION -  K 67
 KA0942  PID         -  KA0942
 KA0942  STATE/COUNTY-  IN/CLAY
 KA0942  USGS QUAD   -  BRAZIL EAST (1986)
 KA0942
 KA0942                         *CURRENT SURVEY CONTROL
 KA0942  ___________________________________________________________________
 KA0942* NAD 83(1986)-  39 31 29.     (N)    087 07 09.     (W)     SCALED    
 KA0942* NAVD 88     -       202.833  (meters)     665.46   (feet)  ADJUSTED  
 KA0942  ___________________________________________________________________
 KA0942  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KA0942  DYNAMIC HT  -         202.715 (meters)     665.07  (feet)  COMP
 KA0942  MODELED GRAV-     980,044.0   (mgal)                       NAVD 88
 KA0942
 KA0942  VERT ORDER  -  FIRST     CLASS II
 KA0942
 KA0942.The horizontal coordinates were scaled from a topographic map and have
 KA0942.an estimated accuracy of +/- 6 seconds.
 KA0942
 KA0942.The orthometric height was determined by differential leveling
 KA0942.and adjusted by the National Geodetic Survey in June 1991..
 KA0942
 KA0942.The geoid height was determined by GEOID03.
 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     -   474,750.      896,920.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0942.See file dsdata.txt to determine how the superseded data were derived.
 KA0942
 KA0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ897750(NAD 83)
 KA0942_MARKER: DB = BENCH MARK DISK
 KA0942_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KA0942+WITH SETTING: PAVEMENT
 KA0942_SP_SET: STEPS
 KA0942_STAMPING: K 67 1946
 KA0942_MARK LOGO: CGS   
 KA0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0942+STABILITY: SURFACE MOTION
 KA0942
 KA0942  HISTORY     - Date     Condition        Report By
 KA0942  HISTORY     - 1946     MONUMENTED       CGS
 KA0942  HISTORY     - 1985     GOOD             NGS
 KA0942  HISTORY     - 20051230 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'HANDHELD COORDINATES -
 KA0942'N39 31.482
 KA0942'W087 07.161
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1166 ***********************************************************************
 KA1166  DESIGNATION -  K 68
 KA1166  PID         -  KA1166
 KA1166  STATE/COUNTY-  IN/CLAY
 KA1166  USGS QUAD   -  STAUNTON (1986)
 KA1166
 KA1166                         *CURRENT SURVEY CONTROL
 KA1166  ___________________________________________________________________
 KA1166* NAD 83(1986)-  39 23 21.     (N)    087 12 06.     (W)     SCALED    
 KA1166* NAVD 88     -       193.251  (meters)     634.02   (feet)  ADJUSTED  
 KA1166  ___________________________________________________________________
 KA1166  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KA1166  DYNAMIC HT  -         193.140 (meters)     633.66  (feet)  COMP
 KA1166  MODELED GRAV-     980,048.5   (mgal)                       NAVD 88
 KA1166
 KA1166  VERT ORDER  -  SECOND    CLASS 0
 KA1166
 KA1166.The horizontal coordinates were scaled from a topographic map and have
 KA1166.an estimated accuracy of +/- 6 seconds.
 KA1166
 KA1166.The orthometric height was determined by differential leveling
 KA1166.and adjusted by the National Geodetic Survey in June 1991..
 KA1166
 KA1166.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1166.See file dsdata.txt to determine how the superseded data were derived.
 KA1166
 KA1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ826599(NAD 83)
 KA1166_MARKER: DB = BENCH MARK DISK
 KA1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1166_STAMPING: K 68 1946
 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 = OCTOBER  6, 2006
 KA0505 ***********************************************************************
 KA0505  DESIGNATION -  K 69
 KA0505  PID         -  KA0505
 KA0505  STATE/COUNTY-  IN/CLAY
 KA0505  USGS QUAD   -  POLAND (1980)
 KA0505
 KA0505                         *CURRENT SURVEY CONTROL
 KA0505  ___________________________________________________________________
 KA0505* NAD 83(1986)-  39 26 39.     (N)    086 58 42.     (W)     SCALED    
 KA0505* NAVD 88     -       178.057  (meters)     584.18   (feet)  ADJUSTED  
 KA0505  ___________________________________________________________________
 KA0505  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KA0505  DYNAMIC HT  -         177.954 (meters)     583.84  (feet)  COMP
 KA0505  MODELED GRAV-     980,049.0   (mgal)                       NAVD 88
 KA0505
 KA0505  VERT ORDER  -  SECOND    CLASS 0
 KA0505
 KA0505.The horizontal coordinates were scaled from a topographic map and have
 KA0505.an estimated accuracy of +/- 6 seconds.
 KA0505
 KA0505.The orthometric height was determined by differential leveling
 KA0505.and adjusted by the National Geodetic Survey in June 1991..
 KA0505
 KA0505.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0505.See file dsdata.txt to determine how the superseded data were derived.
 KA0505
 KA0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ018660(NAD 83)
 KA0505_MARKER: DB = BENCH MARK DISK
 KA0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0505_STAMPING: K 69 1946
 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 = OCTOBER  6, 2006
 JZ1775 ***********************************************************************
 JZ1775  DESIGNATION -  K 7
 JZ1775  PID         -  JZ1775
 JZ1775  STATE/COUNTY-  IN/FAYETTE
 JZ1775  USGS QUAD   -  ALPINE (1994)
 JZ1775
 JZ1775                         *CURRENT SURVEY CONTROL
 JZ1775  ___________________________________________________________________
 JZ1775* NAD 83(1986)-  39 33 13.     (N)    085 10 33.     (W)     SCALED    
 JZ1775* NAVD 88     -       231.525  (meters)     759.59   (feet)  ADJUSTED  
 JZ1775  ___________________________________________________________________
 JZ1775  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ1775  DYNAMIC HT  -         231.384 (meters)     759.13  (feet)  COMP
 JZ1775  MODELED GRAV-     980,012.9   (mgal)                       NAVD 88
 JZ1775
 JZ1775  VERT ORDER  -  SECOND    CLASS 0
 JZ1775
 JZ1775.The horizontal coordinates were scaled from a topographic map and have
 JZ1775.an estimated accuracy of +/- 6 seconds.
 JZ1775
 JZ1775.The orthometric height was determined by differential leveling
 JZ1775.and adjusted by the National Geodetic Survey in June 1991..
 JZ1775
 JZ1775.The geoid height was determined by GEOID03.
 JZ1775
 JZ1775.The dynamic height is computed by dividing the NAVD 88
 JZ1775.geopotential number by the normal gravity value computed on the
 JZ1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1775.degrees latitude (g = 980.6199 gals.).
 JZ1775
 JZ1775.The modeled gravity was interpolated from observed gravity values.
 JZ1775
 JZ1775;                    North         East    Units  Estimated Accuracy
 JZ1775;SPC IN E     -   478,070.      142,180.      MT  (+/- 180 meters Scaled)
 JZ1775
 JZ1775                          SUPERSEDED SURVEY CONTROL
 JZ1775
 JZ1775  NGVD 29 (??/??/92)  231.670  (m)          760.07   (f) ADJ UNCH    2 0
 JZ1775
 JZ1775.Superseded values are not recommended for survey control.
 JZ1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1775.See file dsdata.txt to determine how the superseded data were derived.
 JZ1775
 JZ1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ567798(NAD 83)
 JZ1775_MARKER: DD = SURVEY DISK
 JZ1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1775_STAMPING: K 7 1928
 JZ1775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1775+STABILITY: SURFACE MOTION
 JZ1775
 JZ1775  HISTORY     - Date     Condition        Report By
 JZ1775  HISTORY     - 1928     MONUMENTED       USGS
 JZ1775  HISTORY     - 1947     GOOD             NGS
 JZ1775  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 JZ1775
 JZ1775                          STATION DESCRIPTION
 JZ1775
 JZ1775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ1775'AT ALPINE.
 JZ1775'AT ALPINE, 61 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE ALPINE
 JZ1775'GENERAL STORE AND POST OFFICE, 72 FEET EAST OF THE CENTER LINE
 JZ1775'OF STATE HIGHWAY 121, 51.5 FEET EAST OF A FENCE CORNER POST, 34
 JZ1775'FEET WEST OF A POWER POLE, 1 FOOT SOUTH OF A WIRE FENCE, ABOUT
 JZ1775'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JZ1775'PROJECTING 6 INCHES.
 JZ1775
 JZ1775                          STATION RECOVERY (1986)
 JZ1775
 JZ1775'RECOVERY NOTE BY US POWER SQUADRON 1986 (JLN)
 JZ1775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0836 ***********************************************************************
 KA0836  DESIGNATION -  K 71
 KA0836  PID         -  KA0836
 KA0836  STATE/COUNTY-  IN/PARKE
 KA0836  USGS QUAD   -  MANSFIELD (1983)
 KA0836
 KA0836                         *CURRENT SURVEY CONTROL
 KA0836  ___________________________________________________________________
 KA0836* NAD 83(1986)-  39 43 21.     (N)    087 06 19.     (W)     SCALED    
 KA0836* NAVD 88     -       224.928  (meters)     737.95   (feet)  ADJUSTED  
 KA0836  ___________________________________________________________________
 KA0836  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KA0836  DYNAMIC HT  -         224.800 (meters)     737.53  (feet)  COMP
 KA0836  MODELED GRAV-     980,054.4   (mgal)                       NAVD 88
 KA0836
 KA0836  VERT ORDER  -  SECOND    CLASS 0
 KA0836
 KA0836.The horizontal coordinates were scaled from a topographic map and have
 KA0836.an estimated accuracy of +/- 6 seconds.
 KA0836
 KA0836.The orthometric height was determined by differential leveling
 KA0836.and adjusted by the National Geodetic Survey in June 1991..
 KA0836
 KA0836.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0836.See file dsdata.txt to determine how the superseded data were derived.
 KA0836
 KA0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ909969(NAD 83)
 KA0836_MARKER: DB = BENCH MARK DISK
 KA0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0836_STAMPING: K 71 1946
 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 = OCTOBER  6, 2006
 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  USGS QUAD   -  MANSFIELD (1983)
 KA0837
 KA0837                         *CURRENT SURVEY CONTROL
 KA0837  ___________________________________________________________________
 KA0837* NAD 83(1997)-  39 43 22.54266(N)    087 06 20.19275(W)     ADJUSTED  
 KA0837* NAVD 88     -       224.84   (meters)     737.7    (feet)  RESET     
 KA0837  ___________________________________________________________________
 KA0837  X           -     248,061.176 (meters)                     COMP
 KA0837  Y           -  -4,906,305.606 (meters)                     COMP
 KA0837  Z           -   4,054,493.910 (meters)                     COMP
 KA0837  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 KA0837  ELLIP HEIGHT-         191.67  (meters)          (04/10/98) GPS OBS
 KA0837  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KA0837
 KA0837  HORZ ORDER  -  B
 KA0837  VERT ORDER  -  THIRD
 KA0837  ELLP ORDER  -  FOURTH    CLASS I
 KA0837
 KA0837.The horizontal coordinates were established by GPS observations
 KA0837.and adjusted by the National Geodetic Survey in April 1998..
 KA0837
 KA0837.The orthometric height was computed from unverified reset data.
 KA0837.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 KA0837
 KA0837.The ellipsoidal height was determined by GPS observations
 KA0837.and is referenced to NAD 83.
 KA0837
 KA0837.The geoid height was determined by GEOID03.
 KA0837
 KA0837;                    North         East     Units Scale Factor Converg.
 KA0837;SPC IN W     -   496,755.106   898,090.184   MT  0.99996671   -0 00 51.2
 KA0837;SPC IN W     - 1,629,770.71  2,946,484.21   sFT  0.99996671   -0 00 51.2
 KA0837;UTM  16      - 4,397,011.062   490,948.909   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  =   0.99993664
 KA0837!UTM  16      -   0.99996993  x   0.99960101  =   0.99957095
 KA0837
 KA0837                          SUPERSEDED SURVEY CONTROL
 KA0837
 KA0837  NGVD 29 (??/??/??)  224.94   (m)          738.0    (f) RESET       3  
 KA0837
 KA0837.Superseded values are not recommended for survey control.
 KA0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0837.See file dsdata.txt to determine how the superseded data were derived.
 KA0837
 KA0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9094997011(NAD 83)
 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 = OCTOBER  6, 2006
 KA0565 ***********************************************************************
 KA0565  DESIGNATION -  K 72
 KA0565  PID         -  KA0565
 KA0565  STATE/COUNTY-  IN/PUTNAM
 KA0565  USGS QUAD   -  ROACHDALE (1958)
 KA0565
 KA0565                         *CURRENT SURVEY CONTROL
 KA0565  ___________________________________________________________________
 KA0565* NAD 83(1986)-  39 45 41.     (N)    086 49 49.     (W)     SCALED    
 KA0565* NAVD 88     -       290.419  (meters)     952.82   (feet)  ADJUSTED  
 KA0565  ___________________________________________________________________
 KA0565  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KA0565  DYNAMIC HT  -         290.256 (meters)     952.28  (feet)  COMP
 KA0565  MODELED GRAV-     980,056.2   (mgal)                       NAVD 88
 KA0565
 KA0565  VERT ORDER  -  SECOND    CLASS 0
 KA0565
 KA0565.The horizontal coordinates were scaled from a topographic map and have
 KA0565.an estimated accuracy of +/- 6 seconds.
 KA0565
 KA0565.The orthometric height was determined by differential leveling
 KA0565.and adjusted by the National Geodetic Survey in June 1991..
 KA0565
 KA0565.The geoid height was determined by GEOID03.
 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     -   501,060.      921,680.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0565.See file dsdata.txt to determine how the superseded data were derived.
 KA0565
 KA0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK145012(NAD 83)
 KA0565_MARKER: DB = BENCH MARK DISK
 KA0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0565_STAMPING: K 72 1946
 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 = OCTOBER  6, 2006
 KA0745 ***********************************************************************
 KA0745  DESIGNATION -  K 73
 KA0745  PID         -  KA0745
 KA0745  STATE/COUNTY-  IN/HENDRICKS
 KA0745  USGS QUAD   -  COATESVILLE (1983)
 KA0745
 KA0745                         *CURRENT SURVEY CONTROL
 KA0745  ___________________________________________________________________
 KA0745* NAD 83(1986)-  39 41 06.     (N)    086 40 10.     (W)     SCALED    
 KA0745* NAVD 88     -       266.140  (meters)     873.16   (feet)  POSTED    
 KA0745  ___________________________________________________________________
 KA0745  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KA0745  DYNAMIC HT  -         265.990 (meters)     872.67  (feet)  COMP
 KA0745  MODELED GRAV-     980,062.1   (mgal)                       NAVD 88
 KA0745
 KA0745  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KA0745
 KA0745.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KA0745.rate of 1.1 thru 2.0 mm/km.
 KA0745
 KA0745.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0745.See file dsdata.txt to determine how the superseded data were derived.
 KA0745
 KA0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ283928(NAD 83)
 KA0745_MARKER: DB = BENCH MARK DISK
 KA0745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0745_SP_SET: BRIDGE
 KA0745_STAMPING: K 73 1946
 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 = OCTOBER  6, 2006
 KA0761 ***********************************************************************
 KA0761  DESIGNATION -  K 74
 KA0761  PID         -  KA0761
 KA0761  STATE/COUNTY-  IN/MONTGOMERY
 KA0761  USGS QUAD   -  NEW MARKET (1980)
 KA0761
 KA0761                         *CURRENT SURVEY CONTROL
 KA0761  ___________________________________________________________________
 KA0761* NAD 83(1986)-  39 55 27.     (N)    086 54 10.     (W)     SCALED    
 KA0761* NAVD 88     -       253.847  (meters)     832.83   (feet)  ADJUSTED  
 KA0761  ___________________________________________________________________
 KA0761  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KA0761  DYNAMIC HT  -         253.708 (meters)     832.37  (feet)  COMP
 KA0761  MODELED GRAV-     980,070.9   (mgal)                       NAVD 88
 KA0761
 KA0761  VERT ORDER  -  SECOND    CLASS 0
 KA0761
 KA0761.The horizontal coordinates were scaled from a topographic map and have
 KA0761.an estimated accuracy of +/- 6 seconds.
 KA0761
 KA0761.The orthometric height was determined by differential leveling
 KA0761.and adjusted by the National Geodetic Survey in June 1991..
 KA0761
 KA0761.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0761.See file dsdata.txt to determine how the superseded data were derived.
 KA0761
 KA0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK083193(NAD 83)
 KA0761_MARKER: DB = BENCH MARK DISK
 KA0761_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0761_SP_SET: CULVERT
 KA0761_STAMPING: K 74 1946
 KA0761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0591 ***********************************************************************
 KA0591  DESIGNATION -  K 75
 KA0591  PID         -  KA0591
 KA0591  STATE/COUNTY-  IN/PUTNAM
 KA0591  USGS QUAD   -  ROACHDALE (1958)
 KA0591
 KA0591                         *CURRENT SURVEY CONTROL
 KA0591  ___________________________________________________________________
 KA0591* NAD 83(1986)-  39 50 57.     (N)    086 47 10.     (W)     SCALED    
 KA0591* NAVD 88     -       262.953  (meters)     862.71   (feet)  ADJUSTED  
 KA0591  ___________________________________________________________________
 KA0591  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KA0591  DYNAMIC HT  -         262.809 (meters)     862.23  (feet)  COMP
 KA0591  MODELED GRAV-     980,071.3   (mgal)                       NAVD 88
 KA0591
 KA0591  VERT ORDER  -  SECOND    CLASS 0
 KA0591
 KA0591.The horizontal coordinates were scaled from a topographic map and have
 KA0591.an estimated accuracy of +/- 6 seconds.
 KA0591
 KA0591.The orthometric height was determined by differential leveling
 KA0591.and adjusted by the National Geodetic Survey in June 1991..
 KA0591
 KA0591.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0591.See file dsdata.txt to determine how the superseded data were derived.
 KA0591
 KA0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK182110(NAD 83)
 KA0591_MARKER: DB = BENCH MARK DISK
 KA0591_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0591_SP_SET: CULVERT
 KA0591_STAMPING: K 75 1946
 KA0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0591
 KA0591  HISTORY     - Date     Condition        Report By
 KA0591  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0122 ***********************************************************************
 KA0122  DESIGNATION -  K 77
 KA0122  PID         -  KA0122
 KA0122  STATE/COUNTY-  IN/HENDRICKS
 KA0122  USGS QUAD   -  CLERMONT (1984)
 KA0122
 KA0122                         *CURRENT SURVEY CONTROL
 KA0122  ___________________________________________________________________
 KA0122* NAD 83(1986)-  39 49 52.     (N)    086 21 48.     (W)     SCALED    
 KA0122* NAVD 88     -       267.706  (meters)     878.30   (feet)  ADJUSTED  
 KA0122  ___________________________________________________________________
 KA0122  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KA0122  DYNAMIC HT  -         267.560 (meters)     877.82  (feet)  COMP
 KA0122  MODELED GRAV-     980,073.4   (mgal)                       NAVD 88
 KA0122
 KA0122  VERT ORDER  -  SECOND    CLASS 0
 KA0122
 KA0122.The horizontal coordinates were scaled from a topographic map and have
 KA0122.an estimated accuracy of +/- 6 seconds.
 KA0122
 KA0122.The orthometric height was determined by differential leveling
 KA0122.and adjusted by the National Geodetic Survey in June 1991..
 KA0122
 KA0122.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0122.See file dsdata.txt to determine how the superseded data were derived.
 KA0122
 KA0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK544092(NAD 83)
 KA0122_MARKER: DB = BENCH MARK DISK
 KA0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0122_STAMPING: K 77 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0066 ***********************************************************************
 KA0066  DESIGNATION -  K 79
 KA0066  PID         -  KA0066
 KA0066  STATE/COUNTY-  IN/MARION
 KA0066  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA0066
 KA0066                         *CURRENT SURVEY CONTROL
 KA0066  ___________________________________________________________________
 KA0066* NAD 83(1986)-  39 47 58.     (N)    086 12 34.     (W)     SCALED    
 KA0066* NAVD 88     -       224.251  (meters)     735.73   (feet)  ADJUSTED  
 KA0066  ___________________________________________________________________
 KA0066  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KA0066  DYNAMIC HT  -         224.128 (meters)     735.33  (feet)  COMP
 KA0066  MODELED GRAV-     980,075.0   (mgal)                       NAVD 88
 KA0066
 KA0066  VERT ORDER  -  SECOND    CLASS 0
 KA0066
 KA0066.The horizontal coordinates were scaled from a topographic map and have
 KA0066.an estimated accuracy of +/- 6 seconds.
 KA0066
 KA0066.The orthometric height was determined by differential leveling
 KA0066.and adjusted by the National Geodetic Survey in June 1991..
 KA0066
 KA0066.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0066.See file dsdata.txt to determine how the superseded data were derived.
 KA0066
 KA0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK676057(NAD 83)
 KA0066_MARKER: DB = BENCH MARK DISK
 KA0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0066_STAMPING: K 79 1946
 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 = OCTOBER  6, 2006
 MD1048 ***********************************************************************
 MD1048  DESIGNATION -  K 8
 MD1048  PID         -  MD1048
 MD1048  STATE/COUNTY-  IN/KOSCIUSKO
 MD1048  USGS QUAD   -  LEESBURG (1992)
 MD1048
 MD1048                         *CURRENT SURVEY CONTROL
 MD1048  ___________________________________________________________________
 MD1048* NAD 83(1986)-  41 16 37.     (N)    085 51 00.     (W)     SCALED    
 MD1048* NAVD 88     -       255.062  (meters)     836.82   (feet)  ADJUSTED  
 MD1048  ___________________________________________________________________
 MD1048  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 MD1048  DYNAMIC HT  -         254.955 (meters)     836.46  (feet)  COMP
 MD1048  MODELED GRAV-     980,197.2   (mgal)                       NAVD 88
 MD1048
 MD1048  VERT ORDER  -  FIRST     CLASS II
 MD1048
 MD1048.The horizontal coordinates were scaled from a topographic map and have
 MD1048.an estimated accuracy of +/- 6 seconds.
 MD1048
 MD1048.The orthometric height was determined by differential leveling
 MD1048.and adjusted by the National Geodetic Survey in June 1991..
 MD1048
 MD1048.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1048.See file dsdata.txt to determine how the superseded data were derived.
 MD1048
 MD1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL963701(NAD 83)
 MD1048_MARKER: DB = BENCH MARK DISK
 MD1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1048_STAMPING: K8 K8 ELEV 837.246 FT 8 8 K
 MD1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1048+STABILITY: SURFACE MOTION
 MD1048
 MD1048  HISTORY     - Date     Condition        Report By
 MD1048  HISTORY     - UNK      MONUMENTED       CGS
 MD1048  HISTORY     - 1946     GOOD             NGS
 MD1048  HISTORY     - 1983     GOOD             USE
 MD1048  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MD1048  HISTORY     - 19930105 MARK NOT FOUND   NGS
 MD1048
 MD1048                          STATION DESCRIPTION
 MD1048
 MD1048'DESCRIBED BY NATIONAL 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 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 = OCTOBER  6, 2006
 JZ1806 ***********************************************************************
 JZ1806  DESIGNATION -  K 8
 JZ1806  PID         -  JZ1806
 JZ1806  STATE/COUNTY-  IN/FRANKLIN
 JZ1806  USGS QUAD   -  ALPINE (1994)
 JZ1806
 JZ1806                         *CURRENT SURVEY CONTROL
 JZ1806  ___________________________________________________________________
 JZ1806* NAD 83(1986)-  39 30 01.     (N)    085 11 02.     (W)     SCALED    
 JZ1806* NAVD 88     -       221.300  (meters)     726.05   (feet)  ADJUSTED  
 JZ1806  ___________________________________________________________________
 JZ1806  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ1806  DYNAMIC HT  -         221.164 (meters)     725.60  (feet)  COMP
 JZ1806  MODELED GRAV-     980,008.3   (mgal)                       NAVD 88
 JZ1806
 JZ1806  VERT ORDER  -  SECOND    CLASS 0
 JZ1806
 JZ1806.The horizontal coordinates were scaled from a topographic map and have
 JZ1806.an estimated accuracy of +/- 6 seconds.
 JZ1806
 JZ1806.The orthometric height was determined by differential leveling
 JZ1806.and adjusted by the National Geodetic Survey in June 1991..
 JZ1806
 JZ1806.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1806.See file dsdata.txt to determine how the superseded data were derived.
 JZ1806
 JZ1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ561738(NAD 83)
 JZ1806_MARKER: DD = SURVEY DISK
 JZ1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1806_STAMPING: K 8 1928
 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             NGS
 JZ1806  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 JZ1806
 JZ1806                          STATION DESCRIPTION
 JZ1806
 JZ1806'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0719 ***********************************************************************
 KA0719  DESIGNATION -  K 80
 KA0719  PID         -  KA0719
 KA0719  STATE/COUNTY-  IN/HENDRICKS
 KA0719  USGS QUAD   -  LIZTON (1970)
 KA0719
 KA0719                         *CURRENT SURVEY CONTROL
 KA0719  ___________________________________________________________________
 KA0719* NAD 83(1986)-  39 54 03.     (N)    086 32 03.     (W)     SCALED    
 KA0719* NAVD 88     -       289.827  (meters)     950.87   (feet)  ADJUSTED  
 KA0719  ___________________________________________________________________
 KA0719  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KA0719  DYNAMIC HT  -         289.668 (meters)     950.35  (feet)  COMP
 KA0719  MODELED GRAV-     980,069.2   (mgal)                       NAVD 88
 KA0719
 KA0719  VERT ORDER  -  SECOND    CLASS 0
 KA0719
 KA0719.The horizontal coordinates were scaled from a topographic map and have
 KA0719.an estimated accuracy of +/- 6 seconds.
 KA0719
 KA0719.The orthometric height was determined by differential leveling
 KA0719.and adjusted by the National Geodetic Survey in June 1991..
 KA0719
 KA0719.The geoid height was determined by GEOID03.
 KA0719
 KA0719.The dynamic height is computed by dividing the NAVD 88
 KA0719.geopotential number by the normal gravity value computed on the
 KA0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0719.degrees latitude (g = 980.6199 gals.).
 KA0719
 KA0719.The modeled gravity was interpolated from observed gravity values.
 KA0719
 KA0719;                    North         East    Units  Estimated Accuracy
 KA0719;SPC IN W     -   516,650.      946,960.      MT  (+/- 180 meters Scaled)
 KA0719
 KA0719                          SUPERSEDED SURVEY CONTROL
 KA0719
 KA0719  NGVD 29 (??/??/92)  289.928  (m)          951.21   (f) ADJ UNCH    2 0
 KA0719
 KA0719.Superseded values are not recommended for survey control.
 KA0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0719.See file dsdata.txt to determine how the superseded data were derived.
 KA0719
 KA0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK398168(NAD 83)
 KA0719_MARKER: DB = BENCH MARK DISK
 KA0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0719_STAMPING: K 80 1946
 KA0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0719+STABILITY: SURFACE MOTION
 KA0719
 KA0719  HISTORY     - Date     Condition        Report By
 KA0719  HISTORY     - 1946     MONUMENTED       CGS
 KA0719
 KA0719                          STATION DESCRIPTION
 KA0719
 KA0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0719'1.3 MI N FROM LIZTON.
 KA0719'ALONG STATE HIGHWAY 39 ABOUT 1.3 MILE NORTH OF THE INTERSECTION
 KA0719'WITH STATE HIGHWAY 36 AT LIZTON, AT THE JUNCTION WITH A SIDE ROAD
 KA0719'LEADING WEST, 68 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 KA0719'24 FEET NORTH OF THE CENTER LINE OF THE SIDE ROAD, 10.5 FEET
 KA0719'EAST OF A FENCE CORNER, 2 FEET SOUTHEAST OF A FENCE LINE 1.7
 KA0719'FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH
 KA0719'THE HIGHWAY.  A STANDARD DISK, STAMPED K 80 1946 AND SET IN THE
 KA0719'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0533 ***********************************************************************
 KA0533  DESIGNATION -  K 81
 KA0533  PID         -  KA0533
 KA0533  STATE/COUNTY-  IN/OWEN
 KA0533  USGS QUAD   -  CATARACT (1986)
 KA0533
 KA0533                         *CURRENT SURVEY CONTROL
 KA0533  ___________________________________________________________________
 KA0533* NAD 83(1986)-  39 26 32.     (N)    086 47 02.     (W)     SCALED    
 KA0533* NAVD 88     -       238.913  (meters)     783.83   (feet)  ADJUSTED  
 KA0533  ___________________________________________________________________
 KA0533  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KA0533  DYNAMIC HT  -         238.775 (meters)     783.38  (feet)  COMP
 KA0533  MODELED GRAV-     980,042.8   (mgal)                       NAVD 88
 KA0533
 KA0533  VERT ORDER  -  SECOND    CLASS 0
 KA0533
 KA0533.The horizontal coordinates were scaled from a topographic map and have
 KA0533.an estimated accuracy of +/- 6 seconds.
 KA0533
 KA0533.The orthometric height was determined by differential leveling
 KA0533.and adjusted by the National Geodetic Survey in June 1991..
 KA0533
 KA0533.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0533.See file dsdata.txt to determine how the superseded data were derived.
 KA0533
 KA0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ185658(NAD 83)
 KA0533_MARKER: DB = BENCH MARK DISK
 KA0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0533_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 KA2083 ***********************************************************************
 KA2083  DESIGNATION -  K 81 RESET
 KA2083  PID         -  KA2083
 KA2083  STATE/COUNTY-  IN/OWEN
 KA2083  USGS QUAD   -  CATARACT (1986)
 KA2083
 KA2083                         *CURRENT SURVEY CONTROL
 KA2083  ___________________________________________________________________
 KA2083* NAD 83(1986)-  39 26 32.     (N)    086 47 02.     (W)     SCALED    
 KA2083* NAVD 88     -       239.56   (meters)     786.0    (feet)  RESET     
 KA2083  ___________________________________________________________________
 KA2083  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KA2083
 KA2083  VERT ORDER  -  THIRD
 KA2083
 KA2083.The horizontal coordinates were scaled from a topographic map and have
 KA2083.an estimated accuracy of +/- 6 seconds.
 KA2083
 KA2083.The orthometric height was computed from unverified reset data.
 KA2083
 KA2083.The geoid height was determined by GEOID03.
 KA2083
 KA2083;                    North         East    Units  Estimated Accuracy
 KA2083;SPC IN W     -   465,630.      925,780.      MT  (+/- 180 meters Scaled)
 KA2083
 KA2083                          SUPERSEDED SURVEY CONTROL
 KA2083
 KA2083  NGVD 29 (04/16/04)  239.68   (m)          786.4    (f) RESET       3  
 KA2083
 KA2083.Superseded values are not recommended for survey control.
 KA2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2083.See file dsdata.txt to determine how the superseded data were derived.
 KA2083
 KA2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ185658(NAD 83)
 KA2083_MARKER: DV = VERTICAL CONTROL DISK
 KA2083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2083_SP_SET: CONCRETE POST
 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
 KA2083  HISTORY     - Date     Condition        Report By
 KA2083  HISTORY     - 1988     MONUMENTED       INHD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1208 ***********************************************************************
 KA1208  DESIGNATION -  K 82
 KA1208  PID         -  KA1208
 KA1208  STATE/COUNTY-  IN/CLAY
 KA1208  USGS QUAD   -  CLAY CITY (1986)
 KA1208
 KA1208                         *CURRENT SURVEY CONTROL
 KA1208  ___________________________________________________________________
 KA1208* NAD 83(1986)-  39 17 58.     (N)    087 07 04.     (W)     SCALED    
 KA1208* NAVD 88     -       170.852  (meters)     560.54   (feet)  ADJUSTED  
 KA1208  ___________________________________________________________________
 KA1208  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KA1208  DYNAMIC HT  -         170.753 (meters)     560.21  (feet)  COMP
 KA1208  MODELED GRAV-     980,043.4   (mgal)                       NAVD 88
 KA1208
 KA1208  VERT ORDER  -  FIRST     CLASS II
 KA1208
 KA1208.The horizontal coordinates were scaled from a topographic map and have
 KA1208.an estimated accuracy of +/- 6 seconds.
 KA1208
 KA1208.The orthometric height was determined by differential leveling
 KA1208.and adjusted by the National Geodetic Survey in June 1991..
 KA1208
 KA1208.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1208.See file dsdata.txt to determine how the superseded data were derived.
 KA1208
 KA1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ898500(NAD 83)
 KA1208_MARKER: DB = BENCH MARK DISK
 KA1208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1208_SP_SET: CULVERT
 KA1208_STAMPING: K 82 1946
 KA1208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA1209 ***********************************************************************
 KA1209  DESIGNATION -  K 82 RESET
 KA1209  PID         -  KA1209
 KA1209  STATE/COUNTY-  IN/CLAY
 KA1209  USGS QUAD   -  CLAY CITY (1986)
 KA1209
 KA1209                         *CURRENT SURVEY CONTROL
 KA1209  ___________________________________________________________________
 KA1209* NAD 83(1986)-  39 17 58.     (N)    087 07 04.     (W)     SCALED    
 KA1209* NAVD 88     -       170.428  (meters)     559.15   (feet)  ADJUSTED  
 KA1209  ___________________________________________________________________
 KA1209  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KA1209  DYNAMIC HT  -         170.329 (meters)     558.82  (feet)  COMP
 KA1209  MODELED GRAV-     980,043.4   (mgal)                       NAVD 88
 KA1209
 KA1209  VERT ORDER  -  FIRST     CLASS II
 KA1209
 KA1209.The horizontal coordinates were scaled from a topographic map and have
 KA1209.an estimated accuracy of +/- 6 seconds.
 KA1209
 KA1209.The orthometric height was determined by differential leveling
 KA1209.and adjusted by the National Geodetic Survey in June 1991..
 KA1209
 KA1209.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1209.See file dsdata.txt to determine how the superseded data were derived.
 KA1209
 KA1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ898500(NAD 83)
 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             NGS
 KA1209  HISTORY     - 1985     GOOD             NGS
 KA1209
 KA1209                          STATION DESCRIPTION
 KA1209
 KA1209'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0916 ***********************************************************************
 KA0916  DESIGNATION -  K 83
 KA0916  PID         -  KA0916
 KA0916  STATE/COUNTY-  IN/VIGO
 KA0916  USGS QUAD   -  ROSEDALE (1983)
 KA0916
 KA0916                         *CURRENT SURVEY CONTROL
 KA0916  ___________________________________________________________________
 KA0916* NAD 83(1986)-  39 32 07.     (N)    087 18 52.     (W)     SCALED    
 KA0916* NAVD 88     -       159.099  (meters)     521.98   (feet)  ADJUSTED  
 KA0916  ___________________________________________________________________
 KA0916  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KA0916  DYNAMIC HT  -         159.007 (meters)     521.68  (feet)  COMP
 KA0916  MODELED GRAV-     980,051.6   (mgal)                       NAVD 88
 KA0916
 KA0916  VERT ORDER  -  FIRST     CLASS II
 KA0916
 KA0916.The horizontal coordinates were scaled from a topographic map and have
 KA0916.an estimated accuracy of +/- 6 seconds.
 KA0916
 KA0916.The orthometric height was determined by differential leveling
 KA0916.and adjusted by the National Geodetic Survey in June 1991..
 KA0916
 KA0916.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0916.See file dsdata.txt to determine how the superseded data were derived.
 KA0916
 KA0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ729762(NAD 83)
 KA0916_MARKER: DB = BENCH MARK DISK
 KA0916_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0916_SP_SET: BRIDGE
 KA0916_STAMPING: K 83 1946
 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 = OCTOBER  6, 2006
 KA0478 ***********************************************************************
 KA0478  DESIGNATION -  K 84
 KA0478  PID         -  KA0478
 KA0478  STATE/COUNTY-  IN/OWEN
 KA0478  USGS QUAD   -  SPENCER (1983)
 KA0478
 KA0478                         *CURRENT SURVEY CONTROL
 KA0478  ___________________________________________________________________
 KA0478* NAD 83(1986)-  39 21 03.     (N)    086 45 59.     (W)     SCALED    
 KA0478* NAVD 88     -       182.463  (meters)     598.63   (feet)  ADJUSTED  
 KA0478  ___________________________________________________________________
 KA0478  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KA0478  DYNAMIC HT  -         182.357 (meters)     598.28  (feet)  COMP
 KA0478  MODELED GRAV-     980,040.0   (mgal)                       NAVD 88
 KA0478
 KA0478  VERT ORDER  -  SECOND    CLASS 0
 KA0478
 KA0478.The horizontal coordinates were scaled from a topographic map and have
 KA0478.an estimated accuracy of +/- 6 seconds.
 KA0478
 KA0478.The orthometric height was determined by differential leveling
 KA0478.and adjusted by the National Geodetic Survey in June 1991..
 KA0478
 KA0478.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0478.See file dsdata.txt to determine how the superseded data were derived.
 KA0478
 KA0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ201557(NAD 83)
 KA0478_MARKER: DB = BENCH MARK DISK
 KA0478_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0478_SP_SET: BRIDGE
 KA0478_STAMPING: K 84 1946
 KA0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0478
 KA0478  HISTORY     - Date     Condition        Report By
 KA0478  HISTORY     - 1946     MONUMENTED       CGS
 KA0478  HISTORY     - 1945     GOOD             NGS
 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.
 KA0478
 KA0478                          STATION RECOVERY (1945)
 KA0478
 KA0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 KA0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1027 ***********************************************************************
 KA1027  DESIGNATION -  K 85
 KA1027  PID         -  KA1027
 KA1027  STATE/COUNTY-  IN/PARKE
 KA1027  USGS QUAD   -  ROCKVILLE (1978)
 KA1027
 KA1027                         *CURRENT SURVEY CONTROL
 KA1027  ___________________________________________________________________
 KA1027* NAD 83(1986)-  39 45 31.     (N)    087 14 17.     (W)     SCALED    
 KA1027* NAVD 88     -       210.387  (meters)     690.24   (feet)  ADJUSTED  
 KA1027  ___________________________________________________________________
 KA1027  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 KA1027  DYNAMIC HT  -         210.268 (meters)     689.85  (feet)  COMP
 KA1027  MODELED GRAV-     980,055.9   (mgal)                       NAVD 88
 KA1027
 KA1027  VERT ORDER  -  SECOND    CLASS 0
 KA1027
 KA1027.The horizontal coordinates were scaled from a topographic map and have
 KA1027.an estimated accuracy of +/- 6 seconds.
 KA1027
 KA1027.The orthometric height was determined by differential leveling
 KA1027.and adjusted by the National Geodetic Survey in June 1991..
 KA1027
 KA1027.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1027.See file dsdata.txt to determine how the superseded data were derived.
 KA1027
 KA1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK796009(NAD 83)
 KA1027_MARKER: DB = BENCH MARK DISK
 KA1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1027_STAMPING: K 85 1946
 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 = OCTOBER  6, 2006
 KA0779 ***********************************************************************
 KA0779  DESIGNATION -  K 86
 KA0779  PID         -  KA0779
 KA0779  STATE/COUNTY-  IN/HENDRICKS
 KA0779  USGS QUAD   -  DANVILLE (1970)
 KA0779
 KA0779                         *CURRENT SURVEY CONTROL
 KA0779  ___________________________________________________________________
 KA0779* NAD 83(1986)-  39 45 37.     (N)    086 31 29.     (W)     SCALED    
 KA0779* NAVD 88     -       290.734  (meters)     953.85   (feet)  ADJUSTED  
 KA0779  ___________________________________________________________________
 KA0779  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KA0779  DYNAMIC HT  -         290.575 (meters)     953.33  (feet)  COMP
 KA0779  MODELED GRAV-     980,071.4   (mgal)                       NAVD 88
 KA0779
 KA0779  VERT ORDER  -  FIRST     CLASS II
 KA0779
 KA0779.The horizontal coordinates were scaled from a topographic map and have
 KA0779.an estimated accuracy of +/- 6 seconds.
 KA0779
 KA0779.The orthometric height was determined by differential leveling
 KA0779.and adjusted by the National Geodetic Survey in June 1991..
 KA0779
 KA0779.The geoid height was determined by GEOID03.
 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     -   501,050.      947,870.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0779.See file dsdata.txt to determine how the superseded data were derived.
 KA0779
 KA0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK407012(NAD 83)
 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 - December 24, 2004
 KA0779
 KA0779  HISTORY     - Date     Condition        Report By
 KA0779  HISTORY     - 1946     MONUMENTED       CGS
 KA0779  HISTORY     - 1985     GOOD             NGS
 KA0779  HISTORY     - 20041224 GOOD             GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0849 ***********************************************************************
 LB0849  DESIGNATION -  K 87
 LB0849  PID         -  LB0849
 LB0849  STATE/COUNTY-  IN/MONTGOMERY
 LB0849  USGS QUAD   -  COLFAX (1980)
 LB0849
 LB0849                         *CURRENT SURVEY CONTROL
 LB0849  ___________________________________________________________________
 LB0849* NAD 83(1986)-  40 10 43.     (N)    086 42 53.     (W)     SCALED    
 LB0849* NAVD 88     -       245.624  (meters)     805.85   (feet)  ADJUSTED  
 LB0849  ___________________________________________________________________
 LB0849  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 LB0849  DYNAMIC HT  -         245.494 (meters)     805.42  (feet)  COMP
 LB0849  MODELED GRAV-     980,089.9   (mgal)                       NAVD 88
 LB0849
 LB0849  VERT ORDER  -  SECOND    CLASS 0
 LB0849
 LB0849.The horizontal coordinates were scaled from a topographic map and have
 LB0849.an estimated accuracy of +/- 6 seconds.
 LB0849
 LB0849.The orthometric height was determined by differential leveling
 LB0849.and adjusted by the National Geodetic Survey in June 1991..
 LB0849
 LB0849.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0849.See file dsdata.txt to determine how the superseded data were derived.
 LB0849
 LB0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK242476(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0795 ***********************************************************************
 LB0795  DESIGNATION -  K 88
 LB0795  PID         -  LB0795
 LB0795  STATE/COUNTY-  IN/TIPPECANOE
 LB0795  USGS QUAD   -  STOCKWELL (1980)
 LB0795
 LB0795                         *CURRENT SURVEY CONTROL
 LB0795  ___________________________________________________________________
 LB0795* NAD 83(1986)-  40 15 30.     (N)    086 49 19.     (W)     SCALED    
 LB0795* NAVD 88     -       223.704  (meters)     733.94   (feet)  ADJUSTED  
 LB0795  ___________________________________________________________________
 LB0795  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 LB0795  DYNAMIC HT  -         223.589 (meters)     733.56  (feet)  COMP
 LB0795  MODELED GRAV-     980,105.8   (mgal)                       NAVD 88
 LB0795
 LB0795  VERT ORDER  -  SECOND    CLASS 0
 LB0795
 LB0795.The horizontal coordinates were scaled from a topographic map and have
 LB0795.an estimated accuracy of +/- 6 seconds.
 LB0795
 LB0795.The orthometric height was determined by differential leveling
 LB0795.and adjusted by the National Geodetic Survey in June 1991..
 LB0795
 LB0795.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0795.See file dsdata.txt to determine how the superseded data were derived.
 LB0795
 LB0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK151564(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0795
 LB0795  HISTORY     - Date     Condition        Report By
 LB0795  HISTORY     - 1946     MONUMENTED       CGS
 LB0795  HISTORY     - 1966     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1966
 LB0795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2092 ***********************************************************************
 LB2092  DESIGNATION -  K 88 RESET 1983
 LB2092  PID         -  LB2092
 LB2092  STATE/COUNTY-  IN/TIPPECANOE
 LB2092  USGS QUAD   -  STOCKWELL (1980)
 LB2092
 LB2092                         *CURRENT SURVEY CONTROL
 LB2092  ___________________________________________________________________
 LB2092* NAD 83(1986)-  40 15 30.     (N)    086 49 19.     (W)     SCALED    
 LB2092* NAVD 88     -       225.40   (meters)     739.5    (feet)  RESET     
 LB2092  ___________________________________________________________________
 LB2092  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 LB2092
 LB2092  VERT ORDER  -  THIRD
 LB2092
 LB2092.The horizontal coordinates were scaled from a topographic map and have
 LB2092.an estimated accuracy of +/- 6 seconds.
 LB2092
 LB2092.The orthometric height was computed from unverified reset data.
 LB2092
 LB2092.The geoid height was determined by GEOID03.
 LB2092
 LB2092;                    North         East    Units  Estimated Accuracy
 LB2092;SPC IN W     -   556,230.      922,240.      MT  (+/- 180 meters Scaled)
 LB2092
 LB2092                          SUPERSEDED SURVEY CONTROL
 LB2092
 LB2092  NGVD 29 (04/16/04)  225.50   (m)          739.8    (f) RESET       3  
 LB2092
 LB2092.Superseded values are not recommended for survey control.
 LB2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2092.See file dsdata.txt to determine how the superseded data were derived.
 LB2092
 LB2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK151564(NAD 83)
 LB2092_MARKER: DB = BENCH MARK DISK
 LB2092_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB2092_SP_SET: HEADWALL
 LB2092_STAMPING: K 88 RESET 1983
 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 = OCTOBER  6, 2006
 LB0721 ***********************************************************************
 LB0721  DESIGNATION -  K 89
 LB0721  PID         -  LB0721
 LB0721  STATE/COUNTY-  IN/CLINTON
 LB0721  USGS QUAD   -  MULBERRY (1980)
 LB0721
 LB0721                         *CURRENT SURVEY CONTROL
 LB0721  ___________________________________________________________________
 LB0721* NAD 83(1986)-  40 19 58.     (N)    086 38 46.     (W)     SCALED    
 LB0721* NAVD 88     -       234.607  (meters)     769.71   (feet)  ADJUSTED  
 LB0721  ___________________________________________________________________
 LB0721  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 LB0721  DYNAMIC HT  -         234.486 (meters)     769.31  (feet)  COMP
 LB0721  MODELED GRAV-     980,104.8   (mgal)                       NAVD 88
 LB0721
 LB0721  VERT ORDER  -  SECOND    CLASS 0
 LB0721
 LB0721.The horizontal coordinates were scaled from a topographic map and have
 LB0721.an estimated accuracy of +/- 6 seconds.
 LB0721
 LB0721.The orthometric height was determined by differential leveling
 LB0721.and adjusted by the National Geodetic Survey in June 1991..
 LB0721
 LB0721.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0721.See file dsdata.txt to determine how the superseded data were derived.
 LB0721
 LB0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK300647(NAD 83)
 LB0721_MARKER: DB = BENCH MARK DISK
 LB0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0721_STAMPING: K 89 1946
 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 = OCTOBER  6, 2006
 JZ2049 ***********************************************************************
 JZ2049  DESIGNATION -  K 9
 JZ2049  PID         -  JZ2049
 JZ2049  STATE/COUNTY-  IN/FRANKLIN
 JZ2049  USGS QUAD   -  METAMORA (1993)
 JZ2049
 JZ2049                         *CURRENT SURVEY CONTROL
 JZ2049  ___________________________________________________________________
 JZ2049* NAD 83(1986)-  39 26 48.     (N)    085 08 01.     (W)     SCALED    
 JZ2049* NAVD 88     -       205.447  (meters)     674.04   (feet)  ADJUSTED  
 JZ2049  ___________________________________________________________________
 JZ2049  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ2049  DYNAMIC HT  -         205.322 (meters)     673.63  (feet)  COMP
 JZ2049  MODELED GRAV-     980,011.9   (mgal)                       NAVD 88
 JZ2049
 JZ2049  VERT ORDER  -  SECOND    CLASS 0
 JZ2049
 JZ2049.The horizontal coordinates were scaled from a topographic map and have
 JZ2049.an estimated accuracy of +/- 6 seconds.
 JZ2049
 JZ2049.The orthometric height was determined by differential leveling
 JZ2049.and adjusted by the National Geodetic Survey in June 1991..
 JZ2049
 JZ2049.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2049.See file dsdata.txt to determine how the superseded data were derived.
 JZ2049
 JZ2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ605680(NAD 83)
 JZ2049_MARKER: DD = SURVEY DISK
 JZ2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2049_STAMPING: K 9 1928
 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             NGS
 JZ2049
 JZ2049                          STATION DESCRIPTION
 JZ2049
 JZ2049'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2078 ***********************************************************************
 JZ2078  DESIGNATION -  K 9
 JZ2078  PID         -  JZ2078
 JZ2078  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2078  USGS QUAD   -  HOPE (1993)
 JZ2078
 JZ2078                         *CURRENT SURVEY CONTROL
 JZ2078  ___________________________________________________________________
 JZ2078* NAD 83(1986)-  39 19 05.     (N)    085 51 00.     (W)     SCALED    
 JZ2078* NAVD 88     -       207.244  (meters)     679.93   (feet)  ADJUSTED  
 JZ2078  ___________________________________________________________________
 JZ2078  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JZ2078  DYNAMIC HT  -         207.118 (meters)     679.52  (feet)  COMP
 JZ2078  MODELED GRAV-     980,013.1   (mgal)                       NAVD 88
 JZ2078
 JZ2078  VERT ORDER  -  FIRST     CLASS II
 JZ2078
 JZ2078.The horizontal coordinates were scaled from a topographic map and have
 JZ2078.an estimated accuracy of +/- 6 seconds.
 JZ2078
 JZ2078.The orthometric height was determined by differential leveling
 JZ2078.and adjusted by the National Geodetic Survey in June 1991..
 JZ2078
 JZ2078.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2078.See file dsdata.txt to determine how the superseded data were derived.
 JZ2078
 JZ2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ991527(NAD 83)
 JZ2078_MARKER: DB = BENCH MARK DISK
 JZ2078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2078_STAMPING: 680.317 207.361 M K 9 1930
 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             NGS
 JZ2078
 JZ2078                          STATION DESCRIPTION
 JZ2078
 JZ2078'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1220 ***********************************************************************
 LB1220  DESIGNATION -  K 90
 LB1220  PID         -  LB1220
 LB1220  STATE/COUNTY-  IN/NEWTON
 LB1220  USGS QUAD   -  KENTLAND (1980)
 LB1220
 LB1220                         *CURRENT SURVEY CONTROL
 LB1220  ___________________________________________________________________
 LB1220* NAD 83(1986)-  40 46 09.     (N)    087 28 50.     (W)     SCALED    
 LB1220* NAVD 88     -       205.001  (meters)     672.57   (feet)  ADJUSTED  
 LB1220  ___________________________________________________________________
 LB1220  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 LB1220  DYNAMIC HT  -         204.908 (meters)     672.27  (feet)  COMP
 LB1220  MODELED GRAV-     980,165.1   (mgal)                       NAVD 88
 LB1220
 LB1220  VERT ORDER  -  SECOND    CLASS 0
 LB1220
 LB1220.The horizontal coordinates were scaled from a topographic map and have
 LB1220.an estimated accuracy of +/- 6 seconds.
 LB1220
 LB1220.The orthometric height was determined by differential leveling
 LB1220.and adjusted by the National Geodetic Survey in June 1991..
 LB1220
 LB1220.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1220.See file dsdata.txt to determine how the superseded data were derived.
 LB1220
 LB1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL594132(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1220
 LB1220  HISTORY     - Date     Condition        Report By
 LB1220  HISTORY     - 1934     MONUMENTED       CGS
 LB1220  HISTORY     - 1941     GOOD             NGS
 LB1220  HISTORY     - 1984     POOR             LOCSUR
 LB1220  HISTORY     - 1984     GOOD             NGS
 LB1220
 LB1220                          STATION DESCRIPTION
 LB1220
 LB1220'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0061 ***********************************************************************
 LB0061  DESIGNATION -  K 91
 LB0061  PID         -  LB0061
 LB0061  STATE/COUNTY-  IN/CASS
 LB0061  USGS QUAD   -  ANOKA (1980)
 LB0061
 LB0061                         *CURRENT SURVEY CONTROL
 LB0061  ___________________________________________________________________
 LB0061* NAD 83(1986)-  40 44 05.     (N)    086 19 55.     (W)     SCALED    
 LB0061* NAVD 88     -       186.640  (meters)     612.33   (feet)  ADJUSTED  
 LB0061  ___________________________________________________________________
 LB0061  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 LB0061  DYNAMIC HT  -         186.550 (meters)     612.04  (feet)  COMP
 LB0061  MODELED GRAV-     980,140.6   (mgal)                       NAVD 88
 LB0061
 LB0061  VERT ORDER  -  SECOND    CLASS 0
 LB0061
 LB0061.The horizontal coordinates were scaled from a topographic map and have
 LB0061.an estimated accuracy of +/- 6 seconds.
 LB0061
 LB0061.The orthometric height was determined by differential leveling
 LB0061.and adjusted by the National Geodetic Survey in June 1991..
 LB0061
 LB0061.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0061.See file dsdata.txt to determine how the superseded data were derived.
 LB0061
 LB0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL564095(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0061
 LB0061  HISTORY     - Date     Condition        Report By
 LB0061  HISTORY     - 1938     MONUMENTED       CGS
 LB0061  HISTORY     - 1955     GOOD             NGS
 LB0061  HISTORY     - 1955     MARK NOT FOUND   USGS
 LB0061
 LB0061                          STATION DESCRIPTION
 LB0061
 LB0061'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1671 ***********************************************************************
 HZ1671  DESIGNATION -  K 92
 HZ1671  PID         -  HZ1671
 HZ1671  STATE/COUNTY-  IN/JENNINGS
 HZ1671  USGS QUAD   -  HAYDEN (1993)
 HZ1671
 HZ1671                         *CURRENT SURVEY CONTROL
 HZ1671  ___________________________________________________________________
 HZ1671* NAD 83(1986)-  38 59 04.     (N)    085 41 09.     (W)     SCALED    
 HZ1671* NAVD 88     -       209.035  (meters)     685.81   (feet)  ADJUSTED  
 HZ1671  ___________________________________________________________________
 HZ1671  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 HZ1671  DYNAMIC HT  -         208.903 (meters)     685.38  (feet)  COMP
 HZ1671  MODELED GRAV-     979,990.4   (mgal)                       NAVD 88
 HZ1671
 HZ1671  VERT ORDER  -  FIRST     CLASS II
 HZ1671
 HZ1671.The horizontal coordinates were scaled from a topographic map and have
 HZ1671.an estimated accuracy of +/- 6 seconds.
 HZ1671
 HZ1671.The orthometric height was determined by differential leveling
 HZ1671.and adjusted by the National Geodetic Survey in June 1991..
 HZ1671
 HZ1671.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1671.See file dsdata.txt to determine how the superseded data were derived.
 HZ1671
 HZ1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ138158(NAD 83)
 HZ1671_MARKER: DB = BENCH MARK DISK
 HZ1671_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1671_SP_SET: BRIDGE
 HZ1671_STAMPING: K 92 1938
 HZ1671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1671
 HZ1671  HISTORY     - Date     Condition        Report By
 HZ1671  HISTORY     - 1938     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1872 ***********************************************************************
 JZ1872  DESIGNATION -  K 93 RESET 1957
 JZ1872  PID         -  JZ1872
 JZ1872  STATE/COUNTY-  IN/RIPLEY
 JZ1872  USGS QUAD   -  VERSAILLES (1994)
 JZ1872
 JZ1872                         *CURRENT SURVEY CONTROL
 JZ1872  ___________________________________________________________________
 JZ1872* NAD 83(1986)-  39 05 28.     (N)    085 20 34.     (W)     SCALED    
 JZ1872* NAVD 88     -       292.60   (+/-2cm)     960.0    (feet)  VERTCON   
 JZ1872  ___________________________________________________________________
 JZ1872  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ1872
 JZ1872  VERT ORDER  -  THIRD (See Below)
 JZ1872
 JZ1872.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ1872
 JZ1872.The geoid height was determined by GEOID03.
 JZ1872
 JZ1872;                    North         East    Units  Estimated Accuracy
 JZ1872;SPC IN E     -   426,660.      128,020.      MT  (+/- 180 meters Scaled)
 JZ1872
 JZ1872                          SUPERSEDED SURVEY CONTROL
 JZ1872
 JZ1872  NGVD 29 (04/16/04)  292.74   (m)          960.4    (f) RESET       3  
 JZ1872
 JZ1872.Superseded values are not recommended for survey control.
 JZ1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1872.See file dsdata.txt to determine how the superseded data were derived.
 JZ1872
 JZ1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ433281(NAD 83)
 JZ1872_MARKER: DB = BENCH MARK DISK
 JZ1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1872_STAMPING: K 93 RESET 1957
 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             NGS
 JZ1872
 JZ1872                          STATION DESCRIPTION
 JZ1872
 JZ1872'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1692 ***********************************************************************
 LB1692  DESIGNATION -  K 94
 LB1692  PID         -  LB1692
 LB1692  STATE/COUNTY-  IN/TIPPECANOE
 LB1692  USGS QUAD   -  WINGATE (1962)
 LB1692
 LB1692                         *CURRENT SURVEY CONTROL
 LB1692  ___________________________________________________________________
 LB1692* NAD 83(1986)-  40 14 55.     (N)    087 04 21.     (W)     SCALED    
 LB1692* NAVD 88     -       218.297  (meters)     716.20   (feet)  ADJUSTED  
 LB1692  ___________________________________________________________________
 LB1692  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 LB1692  DYNAMIC HT  -         218.187 (meters)     715.84  (feet)  COMP
 LB1692  MODELED GRAV-     980,115.6   (mgal)                       NAVD 88
 LB1692
 LB1692  VERT ORDER  -  SECOND    CLASS 0
 LB1692
 LB1692.The horizontal coordinates were scaled from a topographic map and have
 LB1692.an estimated accuracy of +/- 6 seconds.
 LB1692
 LB1692.The orthometric height was determined by differential leveling
 LB1692.and adjusted by the National Geodetic Survey in June 1991..
 LB1692
 LB1692.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1692.See file dsdata.txt to determine how the superseded data were derived.
 LB1692
 LB1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK938553(NAD 83)
 LB1692_MARKER: DB = BENCH MARK DISK
 LB1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1692_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 JZ1923 ***********************************************************************
 JZ1923  DESIGNATION -  K 94
 JZ1923  PID         -  JZ1923
 JZ1923  STATE/COUNTY-  IN/DEARBORN
 JZ1923  USGS QUAD   -  DILLSBORO (1992)
 JZ1923
 JZ1923                         *CURRENT SURVEY CONTROL
 JZ1923  ___________________________________________________________________
 JZ1923* NAD 83(1986)-  39 01 54.     (N)    085 01 25.     (W)     SCALED    
 JZ1923* NAVD 88     -       173.857  (meters)     570.40   (feet)  POSTED    
 JZ1923  ___________________________________________________________________
 JZ1923  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ1923  DYNAMIC HT  -         173.750 (meters)     570.04  (feet)  COMP
 JZ1923  MODELED GRAV-     979,986.3   (mgal)                       NAVD 88
 JZ1923
 JZ1923  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JZ1923
 JZ1923.The horizontal coordinates were scaled from a topographic map and have
 JZ1923.an estimated accuracy of +/- 6 seconds.
 JZ1923
 JZ1923.The orthometric height was determined by differential leveling
 JZ1923.and adjusted by the National Geodetic Survey in 1992..
 JZ1923.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JZ1923.rate of 0.0 thru 1.0 mm/km.
 JZ1923
 JZ1923.The geoid height was determined by GEOID03.
 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     -   420,210.      155,680.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1923.See file dsdata.txt to determine how the superseded data were derived.
 JZ1923
 JZ1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ710221(NAD 83)
 JZ1923_MARKER: DB = BENCH MARK DISK
 JZ1923_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1923_SP_SET: BRIDGE
 JZ1923_STAMPING: K 94 1938
 JZ1923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1923
 JZ1923  HISTORY     - Date     Condition        Report By
 JZ1923  HISTORY     - 1938     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2732 ***********************************************************************
 LB2732  DESIGNATION -  K 94 RESET
 LB2732  PID         -  LB2732
 LB2732  STATE/COUNTY-  IN/TIPPECANOE
 LB2732  USGS QUAD   -  WINGATE (1962)
 LB2732
 LB2732                         *CURRENT SURVEY CONTROL
 LB2732  ___________________________________________________________________
 LB2732* NAD 83(1986)-  40 14 55.     (N)    087 04 21.     (W)     SCALED    
 LB2732* NAVD 88     -       218.66   (meters)     717.4    (feet)  RESET     
 LB2732  ___________________________________________________________________
 LB2732  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 LB2732
 LB2732  VERT ORDER  -  THIRD
 LB2732
 LB2732.The horizontal coordinates were scaled from a topographic map and have
 LB2732.an estimated accuracy of +/- 6 seconds.
 LB2732
 LB2732.The orthometric height was computed from unverified reset data.
 LB2732
 LB2732.The geoid height was determined by GEOID03.
 LB2732
 LB2732;                    North         East    Units  Estimated Accuracy
 LB2732;SPC IN W     -   555,120.      900,920.      MT  (+/- 180 meters Scaled)
 LB2732
 LB2732                          SUPERSEDED SURVEY CONTROL
 LB2732
 LB2732  NGVD 29 (04/16/04)  218.74   (m)          717.6    (f) RESET       3  
 LB2732
 LB2732.Superseded values are not recommended for survey control.
 LB2732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2732.See file dsdata.txt to determine how the superseded data were derived.
 LB2732
 LB2732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK938553(NAD 83)
 LB2732_MARKER: DV = VERTICAL CONTROL DISK
 LB2732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2732_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 LB1643 ***********************************************************************
 LB1643  DESIGNATION -  K 95
 LB1643  PID         -  LB1643
 LB1643  STATE/COUNTY-  IN/TIPPECANOE
 LB1643  USGS QUAD   -  WESTPOINT (1962)
 LB1643
 LB1643                         *CURRENT SURVEY CONTROL
 LB1643  ___________________________________________________________________
 LB1643* NAD 83(1986)-  40 20 30.     (N)    087 04 23.     (W)     SCALED    
 LB1643* NAVD 88     -       192.672  (meters)     632.12   (feet)  ADJUSTED  
 LB1643  ___________________________________________________________________
 LB1643  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 LB1643  DYNAMIC HT  -         192.578 (meters)     631.82  (feet)  COMP
 LB1643  MODELED GRAV-     980,133.7   (mgal)                       NAVD 88
 LB1643
 LB1643  VERT ORDER  -  SECOND    CLASS 0
 LB1643
 LB1643.The horizontal coordinates were scaled from a topographic map and have
 LB1643.an estimated accuracy of +/- 6 seconds.
 LB1643
 LB1643.The orthometric height was determined by differential leveling
 LB1643.and adjusted by the National Geodetic Survey in June 1991..
 LB1643
 LB1643.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1643.See file dsdata.txt to determine how the superseded data were derived.
 LB1643
 LB1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK937656(NAD 83)
 LB1643_MARKER: DB = BENCH MARK DISK
 LB1643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1643_STAMPING: K 95 1946
 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 = OCTOBER  6, 2006
 LB1681 ***********************************************************************
 LB1681  DESIGNATION -  K 96
 LB1681  PID         -  LB1681
 LB1681  STATE/COUNTY-  IN/MONTGOMERY
 LB1681  USGS QUAD   -  WINGATE (1962)
 LB1681
 LB1681                         *CURRENT SURVEY CONTROL
 LB1681  ___________________________________________________________________
 LB1681* NAD 83(1986)-  40 08 05.     (N)    087 02 40.     (W)     SCALED    
 LB1681* NAVD 88     -       244.309  (meters)     801.54   (feet)  ADJUSTED  
 LB1681  ___________________________________________________________________
 LB1681  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LB1681  DYNAMIC HT  -         244.181 (meters)     801.12  (feet)  COMP
 LB1681  MODELED GRAV-     980,092.2   (mgal)                       NAVD 88
 LB1681
 LB1681  VERT ORDER  -  SECOND    CLASS 0
 LB1681
 LB1681.The horizontal coordinates were scaled from a topographic map and have
 LB1681.an estimated accuracy of +/- 6 seconds.
 LB1681
 LB1681.The orthometric height was determined by differential leveling
 LB1681.and adjusted by the National Geodetic Survey in June 1991..
 LB1681
 LB1681.The geoid height was determined by GEOID03.
 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     -   542,480.      903,310.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1681.See file dsdata.txt to determine how the superseded data were derived.
 LB1681
 LB1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK962427(NAD 83)
 LB1681_MARKER: DB = BENCH MARK DISK
 LB1681_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1681_SP_SET: CULVERT
 LB1681_STAMPING: K 96 1946
 LB1681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1730 ***********************************************************************
 LB1730  DESIGNATION -  K 97
 LB1730  PID         -  LB1730
 LB1730  STATE/COUNTY-  IN/WARREN
 LB1730  USGS QUAD   -  CHATTERTON (1961)
 LB1730
 LB1730                         *CURRENT SURVEY CONTROL
 LB1730  ___________________________________________________________________
 LB1730* NAD 83(1986)-  40 25 05.     (N)    087 14 25.     (W)     SCALED    
 LB1730* NAVD 88     -       215.357  (meters)     706.55   (feet)  ADJUSTED  
 LB1730  ___________________________________________________________________
 LB1730  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 LB1730  DYNAMIC HT  -         215.249 (meters)     706.20  (feet)  COMP
 LB1730  MODELED GRAV-     980,119.6   (mgal)                       NAVD 88
 LB1730
 LB1730  VERT ORDER  -  SECOND    CLASS 0
 LB1730
 LB1730.The horizontal coordinates were scaled from a topographic map and have
 LB1730.an estimated accuracy of +/- 6 seconds.
 LB1730
 LB1730.The orthometric height was determined by differential leveling
 LB1730.and adjusted by the National Geodetic Survey in June 1991..
 LB1730
 LB1730.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1730.See file dsdata.txt to determine how the superseded data were derived.
 LB1730
 LB1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK796741(NAD 83)
 LB1730_MARKER: DB = BENCH MARK DISK
 LB1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1730_STAMPING: K 97 1946
 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 = OCTOBER  6, 2006
 LB1518 ***********************************************************************
 LB1518  DESIGNATION -  K 98
 LB1518  PID         -  LB1518
 LB1518  STATE/COUNTY-  IN/WARREN
 LB1518  USGS QUAD   -  CHATTERTON (1961)
 LB1518
 LB1518                         *CURRENT SURVEY CONTROL
 LB1518  ___________________________________________________________________
 LB1518* NAD 83(1986)-  40 23 38.     (N)    087 14 40.     (W)     SCALED    
 LB1518* NAVD 88     -       215.580  (meters)     707.28   (feet)  ADJUSTED  
 LB1518  ___________________________________________________________________
 LB1518  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 LB1518  DYNAMIC HT  -         215.472 (meters)     706.93  (feet)  COMP
 LB1518  MODELED GRAV-     980,118.8   (mgal)                       NAVD 88
 LB1518
 LB1518  VERT ORDER  -  SECOND    CLASS 0
 LB1518
 LB1518.The horizontal coordinates were scaled from a topographic map and have
 LB1518.an estimated accuracy of +/- 6 seconds.
 LB1518
 LB1518.The orthometric height was determined by differential leveling
 LB1518.and adjusted by the National Geodetic Survey in June 1991..
 LB1518
 LB1518.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1518.See file dsdata.txt to determine how the superseded data were derived.
 LB1518
 LB1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK792715(NAD 83)
 LB1518_MARKER: DB = BENCH MARK DISK
 LB1518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1518_SP_SET: CONCRETE GATE POST
 LB1518_STAMPING: K 98 1946
 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 = OCTOBER  6, 2006
 LB2091 ***********************************************************************
 LB2091  DESIGNATION -  K 99 RESET 1976
 LB2091  PID         -  LB2091
 LB2091  STATE/COUNTY-  IN/WARREN
 LB2091  USGS QUAD   -  WILLIAMSPORT (1992)
 LB2091
 LB2091                         *CURRENT SURVEY CONTROL
 LB2091  ___________________________________________________________________
 LB2091* NAD 83(1986)-  40 19 46.     (N)    087 22 26.     (W)     SCALED    
 LB2091* NAVD 88     -       211.44   (+/-2cm)     693.7    (feet)  VERTCON   
 LB2091  ___________________________________________________________________
 LB2091  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 LB2091
 LB2091  VERT ORDER  -  THIRD (See Below)
 LB2091
 LB2091.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2091
 LB2091.The geoid height was determined by GEOID03.
 LB2091
 LB2091;                    North         East    Units  Estimated Accuracy
 LB2091;SPC IN W     -   564,140.      875,310.      MT  (+/- 180 meters Scaled)
 LB2091
 LB2091                          SUPERSEDED SURVEY CONTROL
 LB2091
 LB2091  NGVD 29 (04/16/04)  211.49   (m)          693.9    (f) RESET       3  
 LB2091
 LB2091.Superseded values are not recommended for survey control.
 LB2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2091.See file dsdata.txt to determine how the superseded data were derived.
 LB2091
 LB2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK682643(NAD 83)
 LB2091_MARKER: DB = BENCH MARK DISK
 LB2091_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB2091_SP_SET: BRIDGE
 LB2091_STAMPING: K 99 RESET 1976
 LB2091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2091+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 ME2601 ***********************************************************************
 ME2601  DESIGNATION -  KAKEE
 ME2601  PID         -  ME2601
 ME2601  STATE/COUNTY-  IN/NEWTON
 ME2601  USGS QUAD   -  ILLIANA HEIGHTS (1976)
 ME2601
 ME2601                         *CURRENT SURVEY CONTROL
 ME2601  ___________________________________________________________________
 ME2601* NAD 83(1997)-  41 09 09.33124(N)    087 30 48.30969(W)     ADJUSTED  
 ME2601* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 ME2601  ___________________________________________________________________
 ME2601  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 ME2601  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 ME2601
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2601
 ME2601.The geoid height was determined by GEOID03.
 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;SPC IL E     -   498,311.605   368,822.873   MT  1.00003327   +0 32 22.5
 ME2601;SPC IL E     - 1,634,877.32  1,210,046.38   sFT  1.00003327   +0 32 22.5
 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     -   0.99997512  x   0.99998270  =   0.99995782
 ME2601!SPC IL E     -   0.99997512  x   1.00003327  =   1.00000839
 ME2601!UTM  16      -   0.99997512  x   0.99962284  =   0.99959797
 ME2601
 ME2601:                Primary Azimuth Mark                     Grid Az
 ME2601:SPC IN W     -  SCHNEIDER STRATTON GRAIN ELEV            048 06 30.1
 ME2601:SPC IL E     -  SCHNEIDER STRATTON GRAIN ELEV            047 17 08.7
 ME2601:UTM  16      -  SCHNEIDER STRATTON GRAIN ELEV            048 09 47.5
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2601.See file dsdata.txt to determine how the superseded data were derived.
 ME2601
 ME2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5692055823(NAD 83)
 ME2601_MARKER: DS = TRIANGULATION STATION DISK
 ME2601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2601_MARK LOGO: CGS   
 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
 ME2601'MILES NORTHWEST OF LAKE VILLAGE AND 1/2 MILE EAST OF THE
 ME2601'ILLINOIS-INDIANA STATE LINE.  IT IS ABOUT
 ME2601'200 FEET SOUTHEAST OF MR. MCNALLYS HOUSE, 64 FEET
 ME2601'NORTH OF THE CENTER OF HIGHWAY 10, 32 FEET
 ME2601'EAST OF THE CENTER OF A DRIVEWAY AND 21
 ME2601'FEET WEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 ME2601'DISK IS STAMPED KAKEE 1952.
 ME2601'
 ME2601'REFERENCE MARK NO. 1 IS IN THE SOUTHWEST WING OF A CONCRETE BRIDGE
 ME2601'ABUTMENT AND IS 17 FEET
 ME2601'SOUTH OF THE CENTER OF THE HIGHWAY.  THE DISK IS SET FLUSH IN A DRILL
 ME2601'HOLE IN THE ABUTMENT AND IS
 ME2601'STAMPED KAKEE NO 1 1952.
 ME2601'
 ME2601'REFERENCE MARK NO. 2 IS 38 FEET NORTH OF CENTER OF HIGHWAY, 22 FEET
 ME2601'NORTHWEST OF A POWER POLE AND
 ME2601'1 FOOT NORTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2601'KAKEE NO 2 1952.
 ME2601'
 ME2601'AZIMUTH MARK IS 38 FEET WEST OF CENTER OF A GRAVEL ROAD, 13 FEET
 ME2601'SOUTH OF A TELEPHONE
 ME2601'POLE, 2 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A
 ME2601'FENCE.  THE MARK PROJECTS ABOUT 6
 ME2601'INCHES AND THE DISK IS 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
 ME2601'EDGE OF LAKE VILLAGE, GO WEST AND NORTHWEST ON HIGHWAY 10 FOR 3.4
 ME2601'MILES TO A DRIVEWAY RIGHT AND THE
 ME2601'STATION AS 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
 ME2601'RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.1 MILE TO THE MARK ON THE
 ME2601'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.
 ME2601'
 ME2601'RM NO 1 - NOT FOUND.
 ME2601'
 ME2601'RM NO 2 - NOT FOUND.
 ME2601'
 ME2601'AZIMUTH MARK - NOT FOUND.
 ME2601'
 ME2601'THE STATION MARK NEEDS TO BE MOVED.  THE CURRENT PROPERTY OWNER
 ME2601'PLANS ON DIGGING A NEW DITCH AT THE LOCATION OF THE STATION MARK
 ME2601'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 BUILD.
 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 = OCTOBER  6, 2006
 MD0531 ***********************************************************************
 MD0531  DESIGNATION -  KAMMEYER RESET 1966
 MD0531  PID         -  MD0531
 MD0531  STATE/COUNTY-  IN/ALLEN
 MD0531  USGS QUAD   -  GRABILL (1992)
 MD0531
 MD0531                         *CURRENT SURVEY CONTROL
 MD0531  ___________________________________________________________________
 MD0531* NAD 83(1986)-  41 08 46.     (N)    084 52 56.     (W)     SCALED    
 MD0531* NAVD 88     -       228.67   (meters)     750.2    (feet)  RESET     
 MD0531  ___________________________________________________________________
 MD0531  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 MD0531
 MD0531  VERT ORDER  -  THIRD
 MD0531
 MD0531.The horizontal coordinates were scaled from a topographic map and have
 MD0531.an estimated accuracy of +/- 6 seconds.
 MD0531
 MD0531.The orthometric height was computed from unverified reset data.
 MD0531
 MD0531.The geoid height was determined by GEOID03.
 MD0531
 MD0531;                    North         East    Units  Estimated Accuracy
 MD0531;SPC IN E     -   655,080.      165,850.      MT  (+/- 180 meters Scaled)
 MD0531
 MD0531                          SUPERSEDED SURVEY CONTROL
 MD0531
 MD0531.No superseded survey control is available for this station.
 MD0531
 MD0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL777571(NAD 83)
 MD0531_MARKER: DS = TRIANGULATION STATION DISK
 MD0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0531_STAMPING: KAMMEYER 1947 1966 BM RESET
 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
 MD0531'2.4 MI NW FROM WOODBURN.
 MD0531'ABOUT 1.9 MILES NORTHERLY ON BULL RAPIDS ROAD FROM THE POST
 MD0531'OFFICE IN WOODBURN, THENCE WESTERLY ON U.S. HIGHWAY 24 FOR 0.55
 MD0531'MILES TO THE MARK ON THE RIGHT.  IT IS ALONG THE RIGHT-OF-WAY
 MD0531'OF U.S. HIGHWAY 24 IN FRONT OF THE OLAN SHANK PROPERTY, 44 FEET
 MD0531'NORTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 24, 30 FEET
 MD0531'SOUTHWEST OF A 30-INCH OAK TREE, 26 FEET EAST OF A 12-INCH HICKORY
 MD0531'TREE, 21 FEET NORTHEAST OF A TELEPHONE POLE, AND 16.5 FEET
 MD0531'NORTH-NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS SET IN
 MD0531'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0534 ***********************************************************************
 MD0534  DESIGNATION -  KAMMEYER RM 3
 MD0534  PID         -  MD0534
 MD0534  STATE/COUNTY-  IN/ALLEN
 MD0534  USGS QUAD   -  GRABILL (1992)
 MD0534
 MD0534                         *CURRENT SURVEY CONTROL
 MD0534  ___________________________________________________________________
 MD0534* NAD 83(1986)-  41 08 46.     (N)    084 52 55.     (W)     SCALED    
 MD0534* NAVD 88     -       228.74   (meters)     750.5    (feet)  RESET     
 MD0534  ___________________________________________________________________
 MD0534  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 MD0534
 MD0534  VERT ORDER  -  THIRD
 MD0534
 MD0534.The horizontal coordinates were scaled from a topographic map and have
 MD0534.an estimated accuracy of +/- 6 seconds.
 MD0534
 MD0534.The orthometric height was computed from unverified reset data.
 MD0534
 MD0534.The geoid height was determined by GEOID03.
 MD0534
 MD0534;                    North         East    Units  Estimated Accuracy
 MD0534;SPC IN E     -   655,080.      165,880.      MT  (+/- 180 meters Scaled)
 MD0534
 MD0534                          SUPERSEDED SURVEY CONTROL
 MD0534
 MD0534.No superseded survey control is available for this station.
 MD0534
 MD0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL777571(NAD 83)
 MD0534_MARKER: DR = REFERENCE MARK DISK
 MD0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0534_STAMPING: KAMMEYER NO 3 1947 1966 BM RESET
 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
 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 = OCTOBER  6, 2006
 ME2532 ***********************************************************************
 ME2532  DESIGNATION -  KANK
 ME2532  PID         -  ME2532
 ME2532  STATE/COUNTY-  IN/PORTER
 ME2532  USGS QUAD   -  HEBRON (1972)
 ME2532
 ME2532                         *CURRENT SURVEY CONTROL
 ME2532  ___________________________________________________________________
 ME2532* NAD 83(1997)-  41 15 39.19905(N)    087 11 55.12097(W)     ADJUSTED  
 ME2532* NAVD 88     -       197.     (meters)     646.     (feet)  SCALED    
 ME2532  ___________________________________________________________________
 ME2532  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 ME2532  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 ME2532
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2532
 ME2532.The geoid height was determined by GEOID03.
 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     -   0.99997440  x   0.99996782  =   0.99994222
 ME2532!UTM  16      -   0.99997440  x   0.99960341  =   0.99957782
 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 USGS 1952                    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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2532.See file dsdata.txt to determine how the superseded data were derived.
 ME2532
 ME2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8336067738(NAD 83)
 ME2532_MARKER: DS = TRIANGULATION STATION DISK
 ME2532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2532'AND THE KANKAKEE RIVER AND ON PROPERTY OWNED BY AUGUST R. JOHNSON.
 ME2532'IT IS 267 FEET NORTH OF THE NORTH
 ME2532'BANK OF THE RIVER, 115 FEET NORTH OF THE NORTHWEST
 ME2532'CORNER OF A LOG HOUSE, 106 FEET EAST OF THE
 ME2532'CENTER OF STATE HIGHWAY 53, 68 FEET NORTHEAST
 ME2532'OF THE NORTHEAST CORNER OF THE NORTH WING OF A CONCRETE
 ME2532'CULVERT AND 14 FEET
 ME2532'NORTH OF A WHITE WITNESS POST AND A FENCELINE.  THE MARK IS FLUSH AND
 ME2532'THE DISK IS STAMPED KANK 1952.
 ME2532'
 ME2532'REFERENCE MARK NO. 1 IS 60 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 ME2532'A SMALL FRAME BUILDING
 ME2532'AND 1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE
 ME2532'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
 ME2532'THE CENTER OF A DRIVEWAY AND 15 FEET SOUTHWEST OF A 12 INCH TREE.
 ME2532'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
 ME2532'DRAINAGE DITCH AND 83 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 ME2532'LOG HOUSE.  THE MARK IS A 6 BY 6
 ME2532'INCH CONCRETE POST WHICH PROJECTS 10 INCHES WITH A
 ME2532'BRONZE U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET
 ME2532'IN THE TOP STAMPED TT STA NO 31F
 ME2532'1928. (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
 ME2532'GOOD WITH THE BELOW INFORMATION.
 ME2532'
 ME2532'REFERENCE MARK 2 IS 3 INCHES UNDERGROUND AND 1 FOOT NORTH OF A
 ME2532'HEDGE 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 = OCTOBER  6, 2006
 LB2625 ***********************************************************************
 LB2625  DESIGNATION -  KEAN
 LB2625  PID         -  LB2625
 LB2625  STATE/COUNTY-  IN/WHITE
 LB2625  USGS QUAD   -  IDAVILLE (1977)
 LB2625
 LB2625                         *CURRENT SURVEY CONTROL
 LB2625  ___________________________________________________________________
 LB2625* NAD 83(1997)-  40 49 13.99614(N)    086 38 53.68093(W)     ADJUSTED  
 LB2625* NAVD 88     -       212.10   (+/-2cm)     695.9    (feet)  VERTCON   
 LB2625  ___________________________________________________________________
 LB2625  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 LB2625  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 LB2625
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2625
 LB2625.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2625
 LB2625.The geoid height was determined by GEOID03.
 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;SPC IN E     -   619,094.742    17,193.339   MT  1.00005103   -0 38 30.1
 LB2625;SPC IN E     - 2,031,146.67     56,408.48   sFT  1.00005103   -0 38 30.1
 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     -   0.99997203  x   0.99998324  =   0.99995527
 LB2625!SPC IN E     -   0.99997203  x   1.00005103  =   1.00002306
 LB2625!UTM  16      -   0.99997203  x   0.99961083  =   0.99958287
 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 (07/19/86)  212.21   (m)          696.2    (f) LEVELING    3  
 LB2625
 LB2625.Superseded values are not recommended for survey control.
 LB2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2625.See file dsdata.txt to determine how the superseded data were derived.
 LB2625
 LB2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2966318897(NAD 83)
 LB2625_MARKER: DS = TRIANGULATION STATION DISK
 LB2625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2523 ***********************************************************************
 ME2523  DESIGNATION -  KEE
 ME2523  PID         -  ME2523
 ME2523  STATE/COUNTY-  IN/PORTER
 ME2523  USGS QUAD   -  KOUTS (1992)
 ME2523
 ME2523                         *CURRENT SURVEY CONTROL
 ME2523  ___________________________________________________________________
 ME2523* NAD 83(1997)-  41 16 53.75564(N)    087 03 08.94157(W)     ADJUSTED  
 ME2523* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 ME2523  ___________________________________________________________________
 ME2523  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 ME2523  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME2523
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2523
 ME2523.The geoid height was determined by GEOID03.
 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     -   0.99997269  x   0.99996675  =   0.99993944
 ME2523!UTM  16      -   0.99997269  x   0.99960024  =   0.99957294
 ME2523
 ME2523:                Primary Azimuth Mark                     Grid Az
 ME2523:SPC IN W     -  KOUTS MUNICIPAL TANK                     030 05 08.3
 ME2523:UTM  16      -  KOUTS MUNICIPAL TANK                     030 08 26.3
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2523.See file dsdata.txt to determine how the superseded data were derived.
 ME2523
 ME2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9560570019(NAD 83)
 ME2523_MARKER: DS = TRIANGULATION STATION DISK
 ME2523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2523'MILES SOUTHWEST OF KOUTS AND
 ME2523'ON PROPERTY OWNED BY MRS. NELLIE ARNOLD.  IT IS 112 FEET SOUTH OF THE
 ME2523'CENTER OF A GRAVEL ROAD, 97
 ME2523'FEET SOUTH OF A FENCELINE AND 7 FEET NORTHWEST OF A WHITE
 ME2523'WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 ME2523'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
 ME2523'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
 ME2523'FENCELINE.  THE MARK IS FLUSH AND THE 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
 ME2523'FARM LANE, 2.6 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT
 ME2523'SOUTHWEST OF A FENCE CORNER.  THE
 ME2523'MARK PROJECTS 2 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
 ME2523'THE EAST-WEST GRAVEL ROAD AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK
 ME2523'IS A 6 BY 6 INCH CONCRETE POST WHICH
 ME2523'PROJECTS 4 INCHES WITH A BRONZE U.S. GEOLOGICAL SURVEY
 ME2523'BENCH MARK DISK SET IN THE TOP STAMPED TT STA NO
 ME2523'34 F 1928.
 ME2523'
 ME2523'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 49 IN
 ME2523'KOUTS, GO SOUTH ON STATE
 ME2523'HIGHWAY 49 FOR 2.4 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.4
 ME2523'MILE TO THE STATION ON THE LEFT,
 ME2523'ON TOP OF SMALL SAND KNOB, CONTINUE FOR 0.1 MILE TO
 ME2523'A CROSSROAD AND TT 34 F (USGS) BM IN THE SOUTHWEST
 ME2523'ANGLE, CONTINUE STRAIGHT AHEAD FOR
 ME2523'0.25 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 = OCTOBER  6, 2006
 KA1997 ***********************************************************************
 KA1997  DESIGNATION -  KEESLING
 KA1997  PID         -  KA1997
 KA1997  STATE/COUNTY-  IN/BOONE
 KA1997  USGS QUAD   -  LIZTON (1970)
 KA1997
 KA1997                         *CURRENT SURVEY CONTROL
 KA1997  ___________________________________________________________________
 KA1997* NAD 83(1997)-  39 56 46.60168(N)    086 36 08.05356(W)     ADJUSTED  
 KA1997* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 KA1997  ___________________________________________________________________
 KA1997  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 KA1997  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KA1997
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1997
 KA1997.The geoid height was determined by GEOID03.
 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     -   0.99995818  x   0.99998747  =   0.99994565
 KA1997!UTM  16      -   0.99995818  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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1997.See file dsdata.txt to determine how the superseded data were derived.
 KA1997
 KA1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK3398021870(NAD 83)
 KA1997_MARKER: DS = TRIANGULATION STATION DISK
 KA1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1863 ***********************************************************************
 JA1863  DESIGNATION -  KELLERVILLE
 JA1863  PID         -  JA1863
 JA1863  STATE/COUNTY-  IN/DUBOIS
 JA1863  USGS QUAD   -  DUBOIS (1989)
 JA1863
 JA1863                         *CURRENT SURVEY CONTROL
 JA1863  ___________________________________________________________________
 JA1863* NAD 83(1997)-  38 28 47.02947(N)    086 50 03.47144(W)     ADJUSTED  
 JA1863* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 JA1863  ___________________________________________________________________
 JA1863  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 JA1863  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JA1863
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1863
 JA1863.The geoid height was determined by GEOID03.
 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     -   0.99997093  x   0.99997248  =   0.99994341
 JA1863!UTM  16      -   0.99997093  x   0.99960257  =   0.99957352
 JA1863
 JA1863:                Primary Azimuth Mark                     Grid Az
 JA1863:SPC IN W     -  KELLERVILLE AZ MK                        111 00 35.0
 JA1863:UTM  16      -  KELLERVILLE AZ MK                        111 03 41.7
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1863.See file dsdata.txt to determine how the superseded data were derived.
 JA1863
 JA1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1445359057(NAD 83)
 JA1863_MARKER: DS = TRIANGULATION STATION DISK
 JA1863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1863'MILE SOUTHWEST FROM THE OLD SETTLEMENT OF KELLERVILLE.
 JA1863'IT IS 200 YARDS WEST FROM A SIDE
 JA1863'ROAD LEADING NORTH FROM THE HIGHWAY.
 JA1863'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
 JA1863'THE CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS 4
 JA1863'INCHES AND THE DISK IS STAMPED
 JA1863'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
 JA1863'WIRE FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE
 JA1863'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
 JA1863'HIGHWAY AND 24 FEET WEST OF A SIDE DIRT ROAD
 JA1863'LEADING NORTH, 4 FEET WEST OF A WIRE
 JA1863'FENCE LINE, 2.5 FEET NORTHWEST
 JA1863'OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES
 JA1863'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,
 JA1863'04.7 MILES TO THE TOP OF A GRADE AND THE STATION IS
 JA1863'ABOUT 150 YARDS NORTH, CONTINUE EAST
 JA1863'ON THE HIGHWAY ABOUT 50 YARDS TO
 JA1863'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
 JA1863'GO NORTHWEST UP
 JA1863'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 = OCTOBER  6, 2006
 LA2035 ***********************************************************************
 LA2035  DESIGNATION -  KELSO
 LA2035  PID         -  LA2035
 LA2035  STATE/COUNTY-  IN/HUNTINGTON
 LA2035  USGS QUAD   -  WARREN (1994)
 LA2035
 LA2035                         *CURRENT SURVEY CONTROL
 LA2035  ___________________________________________________________________
 LA2035* NAD 83(1997)-  40 44 20.62953(N)    085 26 36.47464(W)     ADJUSTED  
 LA2035* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 LA2035  ___________________________________________________________________
 LA2035  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 LA2035  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 LA2035
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2035
 LA2035.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2035.See file dsdata.txt to determine how the superseded data were derived.
 LA2035
 LA2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3142410957(NAD 83)
 LA2035_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 LA2035'MILES EAST OF MT. ETNA
 LA2035'AND 4 MILES NORTH OF WARREN ON RIGHT OF WAY OF STATE HIGHWAY 5.  IT
 LA2035'IS 26 FEET WEST OF CENTER OF STATE
 LA2035'HIGHWAY 5 AND 8 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 LA2035'IS FLUSH WIITH THE GROUND AND THE DISK IS
 LA2035'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
 LA2035'FOOT WEST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 LA2035'IS STAMPED KELSO NO 1 1948.
 LA2035'
 LA2035'F 213 (USC AND GS) BM WAS USED AS A REFERENCE MARK.  IT IS 108.13
 LA2035'FEET NORTH OF STATION, 35 FEET WEST
 LA2035'OF CENTER OF HIGHWAY 5, 1 FOOT NORTH OF A WHITE WITNESS POST AND 1
 LA2035'FOOT EAST OF A FENCE.  THE MARK
 LA2035'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
 LA2035'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
 LA2035'NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE MARK
 LA2035'PROJECTS ABOUT 4 INCHES AND THE
 LA2035'DISK IS 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
 LA2035'FEET NORTH OF CENTER OF STATE HIGHWAY 124, 1 FOOT EAST OF A WHITE
 LA2035'WITNESS POST AND 1 FOOT SOUTH OF A
 LA2035'FENCE.  THE MARK IS AN 8 BY 8 INCH CONCRETE POST WHICH
 LA2035'PROJECTS ABOUT 4 INCHES AND THE DISK IS A
 LA2035'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
 LA2035'THE AZIMUTH MARK ON RIGHT OR EAST OF HIGHWAY AS DESCRIBED.  CONTINUE
 LA2035'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
 LA2035'FOR 0.25 MILE TO THE JUNCTION OF
 LA2035'STATE HIGHWAY 124 AND THE MARK ON LEFT OR WEST OF HIGHWAY AS
 LA2035'DESCRIBED.
 LA2035'
 LA2035'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2474 ***********************************************************************
 LB2474  DESIGNATION -  KEMPTON
 LB2474  PID         -  LB2474
 LB2474  STATE/COUNTY-  IN/CLINTON
 LB2474  USGS QUAD   -  KEMPTON (1980)
 LB2474
 LB2474                         *CURRENT SURVEY CONTROL
 LB2474  ___________________________________________________________________
 LB2474* NAD 83(1997)-  40 16 25.31337(N)    086 14 48.80606(W)     ADJUSTED  
 LB2474* NAVD 88     -       285.     (meters)     935.     (feet)  SCALED    
 LB2474  ___________________________________________________________________
 LB2474  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 LB2474  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 LB2474
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2474
 LB2474.The geoid height was determined by GEOID03.
 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;SPC IN E     -   558,068.846    50,652.335   MT  0.99999663   -0 22 30.3
 LB2474;SPC IN E     - 1,830,930.87    166,181.87   sFT  0.99999663   -0 22 30.3
 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     -   0.99996068  x   1.00002894  =   0.99998962
 LB2474!SPC IN E     -   0.99996068  x   0.99999663  =   0.99995731
 LB2474!UTM  16      -   0.99996068  x   0.99965046  =   0.99961115
 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                                      3523646.0 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2474.See file dsdata.txt to determine how the superseded data were derived.
 LB2474
 LB2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6402858408(NAD 83)
 LB2474_MARKER: DS = TRIANGULATION STATION DISK
 LB2474_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 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 = OCTOBER  6, 2006
 MD0760 ***********************************************************************
 MD0760  DESIGNATION -  KENAIR
 MD0760  PID         -  MD0760
 MD0760  STATE/COUNTY-  IN/NOBLE
 MD0760  USGS QUAD   -  KENDALLVILLE (1979)
 MD0760
 MD0760                         *CURRENT SURVEY CONTROL
 MD0760  ___________________________________________________________________
 MD0760* NAD 83(1997)-  41 28 21.63545(N)    085 16 04.30998(W)     ADJUSTED  
 MD0760* NAVD 88     -       305.051  (meters)    1000.82   (feet)  ADJUSTED  
 MD0760  ___________________________________________________________________
 MD0760  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 MD0760  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 MD0760  DYNAMIC HT  -         304.930 (meters)    1000.42  (feet)  COMP
 MD0760  MODELED GRAV-     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
 MD0760.and adjusted by the National Geodetic Survey in June 1991..
 MD0760
 MD0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0760
 MD0760.The geoid height was determined by GEOID03.
 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;                    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     -   0.99995734  x   0.99998032  =   0.99993767
 MD0760!UTM  16      -   0.99995734  x   0.99985744  =   0.99981479
 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
 MD0760.Superseded values are not recommended for survey control.
 MD0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0760.See file dsdata.txt to determine how the superseded data were derived.
 MD0760
 MD0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4463292679(NAD 83)
 MD0760_MARKER: DS = TRIANGULATION STATION DISK
 MD0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0760_STAMPING: KENAIR 1946
 MD0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0760
 MD0760  HISTORY     - Date     Condition        Report By
 MD0760  HISTORY     - 1946     MONUMENTED       CGS
 MD0760  HISTORY     - 1955     SEE DESCRIPTION  USGS
 MD0760  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MD0760  HISTORY     - 1963     MARK NOT FOUND   NGS
 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
 MD0760'SIDE OF STATE HIGHWAY 3 ABOUT 1.5 MILES NORTH OF KENDALLVILLE.  IT IS
 MD0760'ABOUT 0.15 MILE EAST OF HIGHWAY 3,
 MD0760'300 FEET NORTH OF THE NORTHEAST-SOUTHWEST RUNWAY AND 200
 MD0760'FEET SOUTH OF THE NORTHWEST-SOUTHEAST RUNWAY.
 MD0760'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
 MD0760'FEET SOUTH OF THE
 MD0760'NORTHWEST-SOUTHEAST RUNWAY.  THE MARK IS FLUSH AND THE DISK IS
 MD0760'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
 MD0760'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
 MD0760'2 FEET SOUTH OF A WHITE WITNESS POST AND ABOUT 200 YARDS NORTH OF THE
 MD0760'GRAVEL ROAD.  THE MARK IS FLUSH
 MD0760'AND 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
 MD0760'SECTION OF KENDALLVILLE, GO NORTH ON STATE HIGHWAY 3 FOR 1.35 MILES
 MD0760'TO A GRAVEL CROSS ROAD, TURN RIGHT AND
 MD0760'GO 0.35 MILE TO AN OLD HOUSE ON THE LEFT AND THE ENTRANCE TO
 MD0760'THE AIRPORT, TURN LEFT INTO DRIVEWAY AND GO
 MD0760'0.1 MILE TO THE RUNWAYS, TURN LEFT AND FOLLOW
 MD0760'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
 MD0760'AND THE TWO REFERENCE MARKS WERE ALSO BENCH MARKS.  REFERENCE MARK
 MD0760'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
 MD0760'THE TWO OTHER MARKS, AND IT IS SUSPECTED THAT THO
 MD0760'THE PRESENT ELEVATION OF THE GROUND AT THE SITE MAY BE
 MD0760'ABOVE THAT OF THE SUBSURFACE STATION
 MD0760'MARK, EVEN THAT MARK MAY HAVE BEEN DESTROYED DURING THE GRADING.
 MD0760'ENQUIRY ELICITED NO INFORMATION CONCERNING THE
 MD0760'MARKS, AND NO EVIDENCE OF THEM WAS FOUND.
 MD0760'
 MD0760'THE AZIMUTH MARK IS ABOUT 1.5 MILES N OF THE HEART OF KENDALLVILLE,
 MD0760'AT THE E BOUNDARY OF THE MUNICIPAL
 MD0760'AIRPORT, ABOUT 185 YARDS N OF THE ROAD ALONG S SIDE OF AIRPORT, ON
 MD0760'CREST OF RIDGE, 99 FEET S OF FENCE
 MD0760'T-INTERSECTION, 2 FEET W OF FENCE, 2.0 FEET W OF STEEL WITNESS
 MD0760'POST, A NOTE-16A MARK IS STAMPED KANAIR AND SET
 MD0760'FLUSH WITH THE GROUND.  IT IS ORIGINALLY
 MD0760'DESCRIBED AS 0.35 MILE E OF STATION.
 MD0760
 MD0760                          STATION RECOVERY (1963)
 MD0760
 MD0760'RECOVERY NOTE BY NATIONAL 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 = OCTOBER  6, 2006
 MD1542 ***********************************************************************
 MD1542  DESIGNATION -  KENDALL
 MD1542  PID         -  MD1542
 MD1542  STATE/COUNTY-  IN/NOBLE
 MD1542  USGS QUAD   -  CORUNNA (1973)
 MD1542
 MD1542                         *CURRENT SURVEY CONTROL
 MD1542  ___________________________________________________________________
 MD1542* NAD 83(1997)-  41 26 44.72348(N)    085 14 05.06030(W)     ADJUSTED  
 MD1542* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 MD1542  ___________________________________________________________________
 MD1542  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 MD1542  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 MD1542
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1542
 MD1542.The geoid height was determined by GEOID03.
 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  =   0.99982356
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1542.See file dsdata.txt to determine how the superseded data were derived.
 MD1542
 MD1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4745989746(NAD 83)
 MD1542_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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     SEE DESCRIPTION  CGS
 MD1542  HISTORY     - 1967     SEE DESCRIPTION  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
 MD1542'KENDALLVILLE.  IT IS 15 FEET SOUTHWEST OF A FENCE CORNER, 11 FEET
 MD1542'SOUTH OF AN EAST-WEST FENCE LINE AND
 MD1542'11 FEET WEST OF A NORTH -SOUTH FENCE LINE.  THE MARK IS
 MD1542'FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 MD1542'KENDALL 1946.
 MD1542'
 MD1542'REFERENCE MARK NO. 1 IS 93.32 FEET NORTH OF THE STATION, 83 FEET
 MD1542'NORTH OF AN EASTWEST FENCE LINE
 MD1542'AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  THE MARK IS FLUSH WITH
 MD1542'THE GROUND AND THE DISK IS
 MD1542'STAMPED KENDALL NO 1 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
 MD1542'EAST OF A NORTH-SOUTH FENCE LINE.  THE MARK IS FLUSH WITH THE GROUND
 MD1542'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
 MD1542'OF U.S. HIGHWAY NO. 6
 MD1542'2 FEET WEST OF A WHITE WITNESS POST,
 MD1542'1 FOOT NORTH OF AN EAST-WEST FENCE LINE AND 1
 MD1542'FOOT EAST OF TELEPHONE POLE NO. 34.  THE MARK PROJECTS
 MD1542'ABOUT 2 INCHES AND THE DISK IS
 MD1542'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
 MD1542'TO EAST-WEST, GO EAST ON U.S. HIGHWAY NO. 6 FOR 1.2 MILE TO THE
 MD1542'AZIMUTH MARK ON THE RIGHT AS
 MD1542'DESCRIBED.  CONTINUE EAST FOR 0.2 MILE TO A RED BARN AND TURN LEFT
 MD1542'THROUGH AN IRON GATE BESIDE THE BARN.
 MD1542'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.
 MD1542'HWY.) IN KENDALLVILLE, THENCE 0.1 MILE S ON ASPHALT COUNTY ROAD,
 MD1542'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,
 MD1542'ABOUT 40 YARDS S OF THE HIGHEST POINT OF THE
 MD1542'HILL, 14 FEET SW OF FENCE CORNER, 9
 MD1542'FEET S OF FENCE, STANDARD DISKS STAMPED KENDALL 1946 IN 1A AND
 MD1542'7A MARKS WITH THE UPPER MARK
 MD1542'PROJECTING SLIGHTLY ABOVE GROUND.
 MD1542'
 MD1542'REFERENCE STAMPED KENDALL NO 1 1946, NOTE 11A, FLUSH, IS 93.41 FEET
 MD1542'OR 28.471 METERS N IN AZIMUTH 186
 MD1542'DEG 06 MIN FROM THE STATION, 83 FEET N OF A FENCE, AND 2.0 FEET W OF
 MD1542'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
 MD1542'IN AZIMUTH 88 DEG 03 MIN FROM THE STATION, 8 FEET S OF ONE FENCE, AND
 MD1542'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
 MD1542'SEC FROM THE STATION, ABOUT 45 YARDS E OF THE CREST OF OLD HWY.
 MD1542'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
 MD1542'TELEPHONE POLE, 2.0 FEET NW OF STEEL WITNESS
 MD1542'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
 MD1542'PREVIOUS DESCRIPTION IS GOOD WITH THE BELOW CHANGES.
 MD1542'
 MD1542'THE STATION MARK IS ABOUT 200 FEET NORTH OF A FRAME HOUSE WITH 2
 MD1542'LARGE STONE GATE
 MD1542'POST AND ON THE PROPERTY OF GLADYS WHITFORD.
 MD1542'
 MD1542'THE AZIMUTH MARK IS 2 FEET NORTHWEST OF A METAL WITNESS POST, 1
 MD1542'FOOT NORTH OF A
 MD1542'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
 MD1542'EAST EDGE OF KENDALLVILLE, GO EAST ON E DOWLING STREET
 MD1542'WHICH BECOMES WHITFORD ROAD FOR
 MD1542'1.15 MILES TO THE AZIMUTH MARK ON THE
 MD1542'RIGHT.  CONTINUE EAST FOR 0.2 MILE TO THE FRAME
 MD1542'HOUSE AND GATE POST ON
 MD1542'THE LEFT.  TURN LEFT PASSING TO THE EAST OF THE HOUSE AND GO NORTH
 MD1542'FOR ABOUT 200 FEET
 MD1542'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
 MD1542'2 1946 RECOVERED REF. MARK IN GOOD CONDITION.  THE AZIMUTH MARK HAS
 MD1542'BEEN DISTURBED, AND IS NOT VISABLE FROM THE STATION MARK ON THE
 MD1542'GROUND.  DESCRIPTION ADEQUATE WITH THE FOLLOWING CHANGES.  THE RED
 MD1542'BARN IS GONE.  THE IRON GATE HAS BEEN REMOVED HOWEVER THE CONC.
 MD1542'AND STONE END POSTS REMAIN.  US HWY. 6 IS NOW DOWLING ST.  THE
 MD1542'ORCHARD IS OVERGROWN WITH VINES, AND VISIBILITY IS POOR IN ALL
 MD1542'DIRECTIONS FROM THE GROUND.  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 56.0FT FROM NORTHEAST
 MD1542'CORNER OF BRICK BUILDING, AND S 6 DEGREES 34 MINUTES 38 SECONDS W
 MD1542'93.4FT FROM STEEL WITNESS POST.  STATION IS 0.3FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0762 ***********************************************************************
 MD0762  DESIGNATION -  KENDALLVILLE
 MD0762  PID         -  MD0762
 MD0762  STATE/COUNTY-  IN/NOBLE
 MD0762  USGS QUAD   -  KENDALLVILLE (1979)
 MD0762
 MD0762                         *CURRENT SURVEY CONTROL
 MD0762  ___________________________________________________________________
 MD0762* NAD 83(1986)-  41 26 31.     (N)    085 15 15.     (W)     SCALED    
 MD0762* NAVD 88     -       302.329  (meters)     991.89   (feet)  ADJUSTED  
 MD0762  ___________________________________________________________________
 MD0762  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 MD0762  DYNAMIC HT  -         302.209 (meters)     991.50  (feet)  COMP
 MD0762  MODELED GRAV-     980,217.7   (mgal)                       NAVD 88
 MD0762
 MD0762  VERT ORDER  -  SECOND    CLASS 0
 MD0762
 MD0762.The horizontal coordinates were scaled from a topographic map and have
 MD0762.an estimated accuracy of +/- 6 seconds.
 MD0762
 MD0762.The orthometric height was determined by differential leveling
 MD0762.and adjusted by the National Geodetic Survey in June 1991..
 MD0762
 MD0762.The geoid height was determined by GEOID03.
 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     -   687,720.      134,470.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0762.See file dsdata.txt to determine how the superseded data were derived.
 MD0762
 MD0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL458892(NAD 83)
 MD0762_MARKER: DB = BENCH MARK DISK
 MD0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0762_STAMPING: KENDALLVILLE 1934
 MD0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0762+STABILITY: SURFACE MOTION
 MD0762
 MD0762  HISTORY     - Date     Condition        Report By
 MD0762  HISTORY     - 1934     MONUMENTED       CGS
 MD0762  HISTORY     - 1963     GOOD             NGS
 MD0762  HISTORY     - 1973     GOOD             NGS
 MD0762
 MD0762                          STATION DESCRIPTION
 MD0762
 MD0762'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1610 ***********************************************************************
 MD1610  DESIGNATION -  KENDALLVILLE FIRST METH SPIRE
 MD1610  PID         -  MD1610
 MD1610  STATE/COUNTY-  IN/NOBLE
 MD1610  USGS QUAD   -  KENDALLVILLE (1979)
 MD1610
 MD1610                         *CURRENT SURVEY CONTROL
 MD1610  ___________________________________________________________________
 MD1610* NAD 83(1997)-  41 26 30.06491(N)    085 15 48.60852(W)     ADJUSTED  
 MD1610* NAVD 88     -                                                        
 MD1610  ___________________________________________________________________
 MD1610  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 MD1610  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 MD1610
 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
 MD1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1610
 MD1610.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1610
 MD1610  NAD 83(1995)-  41 26 30.06560(N)    085 15 48.61317(W) AD(       ) 4
 MD1610  NAD 83(1986)-  41 26 30.06580(N)    085 15 48.62078(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1610.See file dsdata.txt to determine how the superseded data were derived.
 MD1610
 MD1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4506689245(NAD 83)
 MD1610
 MD1610  HISTORY     - Date     Condition        Report By
 MD1610  HISTORY     - 1946     MONUMENTED       CGS
 MD1610  HISTORY     - 1963     SEE DESCRIPTION  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 = OCTOBER  6, 2006
 MD1906 ***********************************************************************
 MD1906  DESIGNATION -  KENDPORT
 MD1906  PID         -  MD1906
 MD1906  STATE/COUNTY-  IN/NOBLE
 MD1906  USGS QUAD   -  KENDALLVILLE (1979)
 MD1906
 MD1906                         *CURRENT SURVEY CONTROL
 MD1906  ___________________________________________________________________
 MD1906* NAD 83(1997)-  41 28 21.63464(N)    085 15 52.65270(W)     ADJUSTED  
 MD1906* NAVD 88     -       303.5    (meters)     996.     (feet)  VERTCON   
 MD1906  ___________________________________________________________________
 MD1906  X           -     395,118.321 (meters)                     COMP
 MD1906  Y           -  -4,769,853.844 (meters)                     COMP
 MD1906  Z           -   4,202,078.054 (meters)                     COMP
 MD1906  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 MD1906  ELLIP HEIGHT-         270.44  (meters)          (05/25/99) GPS OBS
 MD1906  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 MD1906
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1906
 MD1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1906
 MD1906.The ellipsoidal height was determined by GPS observations
 MD1906.and is referenced to NAD 83.
 MD1906
 MD1906.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          996.     (f) GPS OBS        
 MD1906
 MD1906.Superseded values are not recommended for survey control.
 MD1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1906.See file dsdata.txt to determine how the superseded data were derived.
 MD1906
 MD1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4490392684(NAD 83)
 MD1906_MARKER: DH = HORIZONTAL CONTROL DISK
 MD1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1906_SP_SET: CONCRETE POST
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1907 ***********************************************************************
 MD1907  DESIGNATION -  KENDPORT AZ MK
 MD1907  PID         -  MD1907
 MD1907  STATE/COUNTY-  IN/NOBLE
 MD1907  USGS QUAD   -  KENDALLVILLE (1979)
 MD1907
 MD1907                         *CURRENT SURVEY CONTROL
 MD1907  ___________________________________________________________________
 MD1907* NAD 83(1997)-  41 28 21.09449(N)    085 15 27.21944(W)     ADJUSTED  
 MD1907* NAVD 88     -       302.9    (meters)     994.     (feet)  VERTCON   
 MD1907  ___________________________________________________________________
 MD1907  X           -     395,707.339 (meters)                     COMP
 MD1907  Y           -  -4,769,815.684 (meters)                     COMP
 MD1907  Z           -   4,202,065.210 (meters)                     COMP
 MD1907  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 MD1907  ELLIP HEIGHT-         269.90  (meters)          (05/25/99) GPS OBS
 MD1907  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 MD1907
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1907
 MD1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1907
 MD1907.The ellipsoidal height was determined by GPS observations
 MD1907.and is referenced to NAD 83.
 MD1907
 MD1907.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          994.     (f) GPS OBS        
 MD1907
 MD1907.Superseded values are not recommended for survey control.
 MD1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1907.See file dsdata.txt to determine how the superseded data were derived.
 MD1907
 MD1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4549392679(NAD 83)
 MD1907_MARKER: DZ = AZIMUTH MARK DISK
 MD1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1907_SP_SET: CONCRETE POST
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0612 ***********************************************************************
 LA0612  DESIGNATION -  KENNEDY
 LA0612  PID         -  LA0612
 LA0612  STATE/COUNTY-  IN/ADAMS
 LA0612  USGS QUAD   -  NEW CORYDON (1994)
 LA0612
 LA0612                         *CURRENT SURVEY CONTROL
 LA0612  ___________________________________________________________________
 LA0612* NAD 83(1997)-  40 34 40.29138(N)    084 48 14.47225(W)     ADJUSTED  
 LA0612* NAVD 88     -       271.686  (meters)     891.36   (feet)  ADJUSTED  
 LA0612  ___________________________________________________________________
 LA0612  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 LA0612  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 LA0612  DYNAMIC HT  -         271.557 (meters)     890.93  (feet)  COMP
 LA0612  MODELED GRAV-     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
 LA0612.and adjusted by the National Geodetic Survey in June 1991..
 LA0612
 LA0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA0612
 LA0612.The geoid height was determined by GEOID03.
 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;                    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;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  =   0.99993808
 LA0612!UTM  16      -   0.99996263  x   1.00002524  =   0.99998787
 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
 LA0612.Superseded values are not recommended for survey control.
 LA0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0612.See file dsdata.txt to determine how the superseded data were derived.
 LA0612
 LA0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK8586694215(NAD 83)
 LA0612_MARKER: DS = TRIANGULATION STATION DISK
 LA0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0612_STAMPING: KENNEDY 1932
 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     SEE DESCRIPTION  CGS
 LA0612  HISTORY     - 1959     SEE DESCRIPTION  USGS
 LA0612  HISTORY     - 1970     SEE DESCRIPTION  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
 LA0612'OF WILLSHIRE,
 LA0612'OHIO, 1 MILE WEST OF OHIO STATE HIGHWAY 51, 1 MILE
 LA0612'WEST AND 1/4 MILES NORTH OF
 LA0612'SKEELS CORNER ON LAND BELONGING TO
 LA0612'E. Y. KENNEDY WHO LIVES ABOUT 1 MILE NORTH AND
 LA0612'1-1/2 MILES WEST OF
 LA0612'THE STATION, ON THE HIGHEST POINT IN CLEARED PASTURE, 167 FEET
 LA0612'SOUTH OF
 LA0612'EAST-WEST FENCE LINE, 260 FEET WEST OF THE NORTH-SOUTH
 LA0612'FENCE LINE, 432 FEET WEST
 LA0612'OF THE CENTER OF STATE LINE ROAD.
 LA0612'
 LA0612'REFERENCE MARK NO. 1 IS IN NORTHWEST FENCE CORNER AND IN THE
 LA0612'SOUTHEAST CORNER
 LA0612'OF WOODED SECTION AND PROJECTS 10 INCHES ABOVE
 LA0612'THE GROUND.
 LA0612'
 LA0612'REFERENCE MARK NO. 2 IS ON THE EAST-WEST FENCE LINE AND PROJECTS
 LA0612'5 INCHES ABOVE THE
 LA0612'GROUND.
 LA0612'
 LA0612'THE AZIMUTH MARK IS 23.8 FEET WEST OF THE CENTER OF THE STATE
 LA0612'LINE ROAD, 520
 LA0612'FEET SOUTH OF THE SOUTHEAST CORNER OF BARN, IN
 LA0612'NORTHEAST CORNER OF FIELD, 1.8
 LA0612'FEET WEST OF LARGE CONCRETE FENCE
 LA0612'POST AND PROJECTS 10 INCHES ABOVE THE GROUND.
 LA0612'
 LA0612'TO REACH FROM FORT RECOVERY, GO NORTH ON STATE HIGHWAY 51
 LA0612'TO SKEELS CORNER,
 LA0612'TURN WEST AND GO 1 MILE TO THE STATE LINE ROAD,
 LA0612'TURN NORTH AND GO 0.25 MILE TO GATE,
 LA0612'TURN WEST THROUGH GATE AND
 LA0612'GO 450 FEET TO STATION.
 LA0612'
 LA0612'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE SET AS DESCRIBED
 LA0612'IN NOTES 1A, 7A
 LA0612'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.
 LA0612'NO EVIDENCE OF THE STATION
 LA0612'MARK AND REFERENCE MARK 2 WAS FOUND.  A NEW STATION KENNEDY 2 AND ONE
 LA0612'REFERENCE MARK WAS ESTABLISHED BY
 LA0612'THIS 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
 LA0612'MARK.  THE E-W FENCE LINE ON WHICH REFERENCE MARK 2 WAS
 LA0612'LOCATED IS NOW GONE AND REFERENCE
 LA0612'MARK 2 IS IN SAME CULTIVATED FIELD AS THE
 LA0612'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
 LA0612'FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS REMOVED FROM
 LA0612'A CULTIVATED FIELD AT THE
 LA0612'PROPERTY OWNERS REQUEST.  THE DIRECTION TO THE
 LA0612'REFERENCE MARK 1 AND THE AZIMUTH MARK
 LA0612'COMPARED FAVORABLY WITH THE 1932
 LA0612'OBSERVATIONS.  A SHORTER DISTANCE WAS MEASURED TO
 LA0612'REFERENCE MARK 1 THE
 LA0612'DISTANCE BEING .079 METERS.  REFERENCE MARK 3 WAS ESTABLISHED AT
 LA0612'THIS DATE.  DUE TO
 LA0612'CHANGES IN THE AREA A NEW DESCRIPTION FOLLOWS.
 LA0612'
 LA0612'THE STATION IS LOCATED ABOUT 11 MILES EAST-SOUTHEAST OF GENEVA, 12
 LA0612'MILES SOUTH OF
 LA0612'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
 LA0612'STATE HIGHWAY 116
 LA0612'FOR 6.8 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST
 LA0612'AND SOUTH ON STATE HIGHWAY 116 FOR
 LA0612'3.15 MILES TO STATE LINE ROAD.  TURN
 LA0612'LEFT AND GO NORTH ON STATE LINE ROAD FOR 0.35 MILE TO
 LA0612'A GATE ON THE LEFT.
 LA0612'(CONTINUE NORTH ON STATE LINE ROAD FOR 0.3 MILE TO THE AZIMUTH MARK
 LA0612'ON THE LEFT JUST
 LA0612'BEFORE REACHING A LARGE RED BARN.) TURN LEFT AND GO EAST
 LA0612'ACROSS CULTIVATED FIELD FOR
 LA0612'APPROXIMATELY 0.1 MILE TO THE HIGHEST POINT
 LA0612'OF A SMALL KNOLL AND THE STATION.
 LA0612'
 LA0612'THE STATION MARK IS A STANDARD DISK, STAMPED KENNEDY 1932, SET IN
 LA0612'THE TOP OF A
 LA0612'12-INCH SQUARE CONCRETE MONUMENT THAT IS 18-INCHES BELOW THE
 LA0612'GROUND SURFACE.  IT IS 446 FEET
 LA0612'WEST OF THE CENTER OF STATE LINE ROAD, 422
 LA0612'FEET WEST OF THE NORTH GATE POST, 307.2 FEET
 LA0612'SOUTHEAST OF A METAL WITNESS
 LA0612'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
 LA0612'IN THE TOP OF A
 LA0612'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6-INCHES.
 LA0612'IT IS 84.5 FEET SOUTH-SOUTHEAST OF
 LA0612'THE METAL WITNESS POST WITH SIGN AND
 LA0612'36 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
 LA0612'A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 2-
 LA0612'INCHES.  IT IS 1.8 FEET SOUTH OF THE
 LA0612'METAL WITNESS POST WITH SIGN AND 0.9
 LA0612'FEET EAST OF THE WIRE FENCE.  (NOTE 11B.)
 LA0612'
 LA0612'TRIANGULATION STATION KENNEDY 2 IS A STANDARD DISK, STAMPED KENNEDY
 LA0612'2 1955, SET IN THE
 LA0612'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 LA0612'4-INCHES.  IT IS 59 FEET WEST OF A
 LA0612'WIRE FENCE, 31 FEET SOUTHWEST OF A 18-
 LA0612'INCH TWIN OAK TREE AND 3.8 FEET WEST OF A METAL
 LA0612'WITNESS POST WITH SIGN
 LA0612'ATTACHED.  (NOTE 1B 7A.)
 LA0612'
 LA0612'THE AZIMUTH MARK IS A REFERENCE DISK, STAMPED KENNEDY 1932 AZIMUTH,
 LA0612'SET IN THE TOP OF
 LA0612'A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 12-
 LA0612'INCHES.  IT IS 52 FEET SOUTH OF THE
 LA0612'SOUTHEAST CORNER OF THE BARN, 23 FEET
 LA0612'WEST OF THE CENTER OF STATE LINE ROAD, 2.4 FEET SOUTH
 LA0612'OF A METAL WITNESS
 LA0612'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
 LA0612'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 = OCTOBER  6, 2006
 LA2380 ***********************************************************************
 LA2380  DESIGNATION -  KENNEDY 2
 LA2380  PID         -  LA2380
 LA2380  STATE/COUNTY-  IN/ADAMS
 LA2380  USGS QUAD   -  NEW CORYDON (1994)
 LA2380
 LA2380                         *CURRENT SURVEY CONTROL
 LA2380  ___________________________________________________________________
 LA2380* NAD 83(1997)-  40 34 40.74470(N)    084 48 18.11796(W)     ADJUSTED  
 LA2380* NAVD 88     -       270.57   (+/-2cm)     887.7    (feet)  VERTCON   
 LA2380  ___________________________________________________________________
 LA2380  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 LA2380  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 LA2380
 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.The vertical order pertains to the NGVD 29 superseded value.
 LA2380
 LA2380.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2380
 LA2380.The geoid height was determined by GEOID03.
 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;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     -   0.99996280  x   1.00003215  =   0.99999495
 LA2380!SPC OH N     -   0.99996280  x   0.99997544  =   0.99993824
 LA2380!UTM  16      -   0.99996280  x   1.00002485  =   0.99998765
 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|---------------------------------------------------------------------|
 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 (07/19/86)  270.72   (m)          888.2    (f) LEVELING    3  
 LA2380
 LA2380.Superseded values are not recommended for survey control.
 LA2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2380.See file dsdata.txt to determine how the superseded data were derived.
 LA2380
 LA2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK8578094226(NAD 83)
 LA2380_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2380_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LA2380
 LA2380  HISTORY     - Date     Condition        Report By
 LA2380  HISTORY     - 1955     MONUMENTED       CGS
 LA2380  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LA2380  HISTORY     - 1970     SEE DESCRIPTION  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
 LA2380'MILE WEST OF OHIO STATE
 LA2380'HIGHWAY 51, 1 MILE WEST AND 1/4 MILE NORTH OF SKEELS CORNER, 1/2 MILE
 LA2380'WEST OF INDIANA-OHIO STATE LINE,
 LA2380'AND ON LAND OWNED BY MR. L. O. KREMER.  THE MARK IS IN THE
 LA2380'SOUTHEAST CORNER OF A LARGE GROVE OF TREES, 61
 LA2380'FEET WEST OF FENCE LINE, AND 4 FEET
 LA2380'SOUTHWEST 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
 LA2380'MILES SOUTH OF GENEVA, GO EAST ON STATE HIGHWAY 67 FOR 10 MILES TO
 LA2380'THE INDIANA-OHIO STATE LINE, TURN
 LA2380'LEFT (NORTH) AND FOLLOW STATE LINE ROAD (GRAVELED) FOR
 LA2380'2 MILES TO A CROSS ROAD (JUNCTION OF STATE
 LA2380'HIGHWAY 116), TURN LEFT (WEST) ON STATE
 LA2380'HIGHWAY 116 FOR 0.1 MILE TO A DRIVEWAY ON THE RIGHT, TURN
 LA2380'RIGHT (NORTH) AND FOLLOW A LANE
 LA2380'BETWEEN A BARN AND A HOUSE AND GO FOR 0.5 MILE TO THE SOUTHEAST
 LA2380'CORNER OF A GROVE OF TREES AND THE
 LA2380'STATION AS DESCRIBED.
 LA2380'
 LA2380'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE STATE LINE ROAD
 LA2380'AND STATE HIGHWAY 116, GO NORTH
 LA2380'ON STATE LINE ROAD FOR 0.85 MILE TO A BARN ON THE LEFT AND THE
 LA2380'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
 LA2380'DISK IS STAMPED KENNEDY NO 1 1932.
 LA2380'
 LA2380'REFERENCE MARK 3 IS 42 FEET NORTHWEST OF A 14-INCH HICKORY TREE AND
 LA2380'19 FEET SOUTH OF A 15-INCH OAK
 LA2380'TREE.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED KENNEDY 2
 LA2380'NO 3 1955.
 LA2380'
 LA2380'THE AZIMUTH MARK IS 52 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 LA2380'BARN, 24 FEET WEST OF THE CENTER
 LA2380'OF THE STATE LINE ROAD, 3 FEET SOUTHWEST OF A WHITE 4 INCH X 4 INCH
 LA2380'WITNESS POST, AND 1 FOOT WEST OF A CONCRETE
 LA2380'CORNER POST OF A FENCE.  THE MARK PROJECTS 8 INCHES, AND
 LA2380'THE DISK IS 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
 LA2380'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
 LA2380'AT ITS JUNCTION WITH NO. 27 U. S. HWY. IN GENEVA TO A POINT 0.15 MILE
 LA2380'W OF INTERSECTION OF NO. 116 HWY.
 LA2380'(BECOME KEELS ROAD IN OHIO) AND THE STATE LINE ROAD, THENCE
 LA2380'0.4 MILE N ON FARM LANE PASSING THRU BARNYARD
 LA2380'TO SE CORNER OF A WOODS AND THE STATION, 92
 LA2380'FEET N OF THE FENCE ALONG S SIDE OF WOODS, 59-1/2 FEET W OF
 LA2380'ANOTHER FENCE ON E SIDE OF THE WOODS,
 LA2380'AND 3.8 FEET W OF STEEL WITNESS POST, STANDARD DISKS STAMPED KENNEDY
 LA2380'2 1955 ARE SET IN 1B AND 7A MARKS WITH
 LA2380'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
 LA2380'AND NOT SEARCHED FOR AT THIS TIME NOW), PROJECTS 0.5 FOOT, IS 85.31
 LA2380'FEET SSE OF STATION, 24 FEET WNW OF
 LA2380'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,
 LA2380'IS 84.41 FEET OR (25.728 METERS)
 LA2380'W OF STATION, 40 FEET NW OF 14-INCH HICKORY TREE, 19-1/2 FEET SSW OF
 LA2380'15- INCH OAK TREE.
 LA2380'
 LA2380'AZIMUTH MARK STAMPED KENNEDY AZIMUTH 1932, NOTE 11B, PROJECTS 1.2
 LA2380'FEET NOW AND BEING IN A HOG
 LA2380'PASTURE MAY ACCOUNT FOR ITS HAVING BEEN TILTED, 34 FEET S OF
 LA2380'PROJECTED CENTER LINE OF KABLE FROM
 LA2380'E IN OHIO, 22 FEET W OF CENTER LINE OF STATE LINE ROAD, AND 1-1/4
 LA2380'FEET W OF THE CONCRETE POST AT FENCE
 LA2380'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.
 LA2380'A TRAVERSE
 LA2380'CONNECTION WAS MADE TO TRIANGULATION STATION KENNEDY
 LA2380'1932.
 LA2380'
 LA2380'TO REACH THE STATION SEE THE DESCRIPTION FOR TRIANGULATION
 LA2380'STATION KENNEDY
 LA2380'1932 THEREOF.
 LA2380'
 LA2380'THE STATION MARK IS A STANDARD DISK, STAMPED KENNEDY 2 1955,
 LA2380'SET IN THE TOP OF
 LA2380'A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 LA2380'4-INCHES.  IT IS 59 FEET WEST OF A
 LA2380'WIRE FENCE, 31 FEET SOUTHWEST OF
 LA2380'A TWIN OAK TREE AND 3.8 FEET WEST OF A METAL WITNESS
 LA2380'POST WITH SIGN
 LA2380'ATTACHED.  (NOTE 1B7A.)
 LA2380'
 LA2380'THE TRAVERSE DISTANCE NOTED ABOVE WAS CORRECTED TO SEA LEVEL.
 LA2380'AZIMUTH MARK AND
 LA2380'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 = OCTOBER  6, 2006
 LA0610 ***********************************************************************
 LA0610  DESIGNATION -  KENNEDY AZ MK
 LA0610  PID         -  LA0610
 LA0610  STATE/COUNTY-  IN/ADAMS
 LA0610  USGS QUAD   -  NEW CORYDON (1994)
 LA0610
 LA0610                         *CURRENT SURVEY CONTROL
 LA0610  ___________________________________________________________________
 LA0610* NAD 83(1986)-  40 34 55.     (N)    084 48 09.     (W)     SCALED    
 LA0610* NAVD 88     -       269.405  (meters)     883.87   (feet)  ADJUSTED  
 LA0610  ___________________________________________________________________
 LA0610  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 LA0610  DYNAMIC HT  -         269.277 (meters)     883.45  (feet)  COMP
 LA0610  MODELED GRAV-     980,143.1   (mgal)                       NAVD 88
 LA0610
 LA0610  VERT ORDER  -  SECOND    CLASS 0
 LA0610
 LA0610.The horizontal coordinates were scaled from a topographic map and have
 LA0610.an estimated accuracy of +/- 6 seconds.
 LA0610
 LA0610.The orthometric height was determined by differential leveling
 LA0610.and adjusted by the National Geodetic Survey in June 1991..
 LA0610
 LA0610.The geoid height was determined by GEOID03.
 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     -   592,490.      173,160.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0610.See file dsdata.txt to determine how the superseded data were derived.
 LA0610
 LA0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK859946(NAD 83)
 LA0610_MARKER: DZ = AZIMUTH MARK DISK
 LA0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0610_STAMPING: KENNEDY AZIMUTH 1932
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0613 ***********************************************************************
 LA0613  DESIGNATION -  KENNEDY RM 1
 LA0613  PID         -  LA0613
 LA0613  STATE/COUNTY-  IN/ADAMS
 LA0613  USGS QUAD   -  NEW CORYDON (1994)
 LA0613
 LA0613                         *CURRENT SURVEY CONTROL
 LA0613  ___________________________________________________________________
 LA0613* NAD 83(1997)-  40 34 39.93182(N)    084 48 17.82513(W)     ADJUSTED  
 LA0613* NAVD 88     -       270.928  (meters)     888.87   (feet)  ADJUSTED  
 LA0613  ___________________________________________________________________
 LA0613  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 LA0613  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 LA0613  DYNAMIC HT  -         270.799 (meters)     888.45  (feet)  COMP
 LA0613  MODELED GRAV-     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
 LA0613.and adjusted by the National Geodetic Survey in June 1991..
 LA0613
 LA0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA0613
 LA0613.The geoid height was determined by GEOID03.
 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;                    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;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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0613.See file dsdata.txt to determine how the superseded data were derived.
 LA0613
 LA0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK8578794202(NAD 83)
 LA0613_MARKER: DR = REFERENCE MARK DISK
 LA0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0613_STAMPING: KENNEDY NO 1 1932
 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     SEE DESCRIPTION  CGS
 LA0613  HISTORY     - 1970     GOOD             NGS
 LA0613
 LA0613                          STATION DESCRIPTION
 LA0613
 LA0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 LA0613'SEE STATION KENNEDY
 LA0613
 LA0613                          STATION RECOVERY (1955)
 LA0613
 LA0613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 LA0613'SEE STATION KENNEDY
 LA0613
 LA0613                          STATION RECOVERY (1970)
 LA0613
 LA0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 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 = OCTOBER  6, 2006
 LA0611 ***********************************************************************
 LA0611  DESIGNATION -  KENNEDY RM 2
 LA0611  PID         -  LA0611
 LA0611  STATE/COUNTY-  IN/ADAMS
 LA0611  USGS QUAD   -  NEW CORYDON (1994)
 LA0611
 LA0611                         *CURRENT SURVEY CONTROL
 LA0611  ___________________________________________________________________
 LA0611* NAD 83(1986)-  40 34 40.     (N)    084 48 14.     (W)     SCALED    
 LA0611* NAVD 88     -       271.468  (meters)     890.64   (feet)  ADJUSTED  
 LA0611  ___________________________________________________________________
 LA0611  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 LA0611  DYNAMIC HT  -         271.339 (meters)     890.22  (feet)  COMP
 LA0611  MODELED GRAV-     980,142.5   (mgal)                       NAVD 88
 LA0611
 LA0611  VERT ORDER  -  SECOND    CLASS 0
 LA0611
 LA0611.The horizontal coordinates were scaled from a topographic map and have
 LA0611.an estimated accuracy of +/- 6 seconds.
 LA0611
 LA0611.The orthometric height was determined by differential leveling
 LA0611.and adjusted by the National Geodetic Survey in June 1991..
 LA0611
 LA0611.The geoid height was determined by GEOID03.
 LA0611
 LA0611.The dynamic height is computed by dividing the NAVD 88
 LA0611.geopotential number by the normal gravity value computed on the
 LA0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0611.degrees latitude (g = 980.6199 gals.).
 LA0611
 LA0611.The modeled gravity was interpolated from observed gravity values.
 LA0611
 LA0611;                    North         East    Units  Estimated Accuracy
 LA0611;SPC IN E     -   592,030.      173,050.      MT  (+/- 180 meters Scaled)
 LA0611
 LA0611                          SUPERSEDED SURVEY CONTROL
 LA0611
 LA0611  NGVD 29 (??/??/92)  271.622  (m)          891.15   (f) ADJ UNCH    2 0
 LA0611
 LA0611.Superseded values are not recommended for survey control.
 LA0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0611.See file dsdata.txt to determine how the superseded data were derived.
 LA0611
 LA0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK858942(NAD 83)
 LA0611_MARKER: DR = REFERENCE MARK DISK
 LA0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0611_STAMPING: KENNEDY NO 2 1932
 LA0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0611+STABILITY: SURFACE MOTION
 LA0611
 LA0611  HISTORY     - Date     Condition        Report By
 LA0611  HISTORY     - 1932     MONUMENTED       CGS
 LA0611  HISTORY     - 1947     GOOD             NGS
 LA0611
 LA0611                          STATION DESCRIPTION
 LA0611
 LA0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LA0611'1.4 MI W FROM SKEELS CROSSROADS.
 LA0611'ABOUT 1.0 MILE WEST ALONG A BLACK TOP ROAD FROM THE CROSSROADS
 LA0611'AT SKEELS CROSSROADS, THENCE ABOUT 0.35 MILE NORTH ALONG THE
 LA0611'INDIANA-OHIO STATE LINE ROAD, 430 FEET WEST OF THE CENTER LINE
 LA0611'OF THE STATE LINE ROAD, IN THE HIGH PART OF A CULTIVATED FIELD
 LA0611'AMONG A PILE OF STONES, 341 FEET NORTHEAST OF R.M. NO. 1, 168
 LA0611'FEET NORTH OF THE STATION MARK AND SET IN THE TOP OF A CONCRETE
 LA0611'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2440 ***********************************************************************
 LB2440  DESIGNATION -  KENNETH
 LB2440  PID         -  LB2440
 LB2440  STATE/COUNTY-  IN/CASS
 LB2440  USGS QUAD   -  LUCERNE (1986)
 LB2440
 LB2440                         *CURRENT SURVEY CONTROL
 LB2440  ___________________________________________________________________
 LB2440* NAD 83(1997)-  40 46 47.67978(N)    086 28 04.18886(W)     ADJUSTED  
 LB2440* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 LB2440  ___________________________________________________________________
 LB2440  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 LB2440  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 LB2440
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2440
 LB2440.The geoid height was determined by GEOID03.
 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     -   0.99997068  x   1.00002294  =   0.99999362
 LB2440!SPC IN W     -   0.99997068  x   0.99999988  =   0.99997056
 LB2440!UTM  16      -   0.99997068  x   0.99962482  =   0.99959551
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2440.See file dsdata.txt to determine how the superseded data were derived.
 LB2440
 LB2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4490514462(NAD 83)
 LB2440_MARKER: DS = TRIANGULATION STATION DISK
 LB2440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 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  USGS QUAD   -  KENTLAND (1980)
 LB2688
 LB2688                         *CURRENT SURVEY CONTROL
 LB2688  ___________________________________________________________________
 LB2688* NAD 83(1997)-  40 45 31.15725(N)    087 26 04.39443(W)     ADJUSTED  
 LB2688* NAVD 88     -       212.30   (meters)     696.5    (feet)  GPS OBS   
 LB2688  ___________________________________________________________________
 LB2688  X           -     216,563.369 (meters)                     COMP
 LB2688  Y           -  -4,833,418.368 (meters)                     COMP
 LB2688  Z           -   4,142,275.588 (meters)                     COMP
 LB2688  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 LB2688  ELLIP HEIGHT-         179.07  (meters)          (04/10/98) GPS OBS
 LB2688  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 LB2688
 LB2688  HORZ ORDER  -  B
 LB2688  ELLP ORDER  -  FOURTH    CLASS I
 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 April 1998..
 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 NAVD 88 network.
 LB2688
 LB2688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2688
 LB2688.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2688
 LB2688.The ellipsoidal height was determined by GPS observations
 LB2688.and is referenced to NAD 83.
 LB2688
 LB2688.The geoid height was determined by GEOID03.
 LB2688
 LB2688;                    North         East     Units Scale Factor Converg.
 LB2688;SPC IN W     -   611,816.668   870,343.419   MT  0.99997749   -0 13 45.5
 LB2688;SPC IN W     - 2,007,268.52  2,855,451.70   sFT  0.99997749   -0 13 45.5
 LB2688;UTM  16      - 4,512,056.830   463,320.306   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|---------------------------------------------------------------------|
 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(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  NGVD 29 (02/23/89)  212.3    (m)          697.     (f) GPS OBS        
 LB2688
 LB2688.Superseded values are not recommended for survey control.
 LB2688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2688.See file dsdata.txt to determine how the superseded data were derived.
 LB2688
 LB2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6332012057(NAD 83)
 LB2688_MARKER: DH = HORIZONTAL CONTROL DISK
 LB2688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2688_SP_SET: CONCRETE POST
 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 - April 25, 2003
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2689 ***********************************************************************
 LB2689  DESIGNATION -  KENPORT AZ MK
 LB2689  PID         -  LB2689
 LB2689  STATE/COUNTY-  IN/NEWTON
 LB2689  USGS QUAD   -  KENTLAND (1980)
 LB2689
 LB2689                         *CURRENT SURVEY CONTROL
 LB2689  ___________________________________________________________________
 LB2689* NAD 83(1997)-  40 45 31.01311(N)    087 25 28.56220(W)     ADJUSTED  
 LB2689* NAVD 88     -       211.5    (meters)     694.     (feet)  VERTCON   
 LB2689  ___________________________________________________________________
 LB2689  X           -     217,403.131 (meters)                     COMP
 LB2689  Y           -  -4,833,383.028 (meters)                     COMP
 LB2689  Z           -   4,142,271.750 (meters)                     COMP
 LB2689  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 LB2689  ELLIP HEIGHT-         178.35  (meters)          (05/25/99) GPS OBS
 LB2689  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LB2689
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2689
 LB2689.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2689
 LB2689.The ellipsoidal height was determined by GPS observations
 LB2689.and is referenced to NAD 83.
 LB2689
 LB2689.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          694.     (f) GPS OBS        
 LB2689
 LB2689.Superseded values are not recommended for survey control.
 LB2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2689.See file dsdata.txt to determine how the superseded data were derived.
 LB2689
 LB2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6416012048(NAD 83)
 LB2689_MARKER: DZ = AZIMUTH MARK DISK
 LB2689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2689_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 HZ2314 ***********************************************************************
 HZ2314  DESIGNATION -  KENT
 HZ2314  PID         -  HZ2314
 HZ2314  STATE/COUNTY-  IN/JEFFERSON
 HZ2314  USGS QUAD   -  KENT (1994)
 HZ2314
 HZ2314                         *CURRENT SURVEY CONTROL
 HZ2314  ___________________________________________________________________
 HZ2314* NAD 83(1997)-  38 44 17.62926(N)    085 34 19.98403(W)     ADJUSTED  
 HZ2314* NAVD 88     -       229.57   (+/-2cm)     753.2    (feet)  VERTCON   
 HZ2314  ___________________________________________________________________
 HZ2314  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 HZ2314  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HZ2314
 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.The vertical order pertains to the NGVD 29 superseded value.
 HZ2314
 HZ2314.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2314
 HZ2314.The geoid height was determined by GEOID03.
 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  =   0.99993679
 HZ2314!UTM  16      -   0.99996929  x   0.99978962  =   0.99975891
 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 (07/19/86)  229.72   (m)          753.7    (f) LEVELING    3  
 HZ2314
 HZ2314.Superseded values are not recommended for survey control.
 HZ2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2314.See file dsdata.txt to determine how the superseded data were derived.
 HZ2314
 HZ2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2409188696(NAD 83)
 HZ2314_MARKER: DS = TRIANGULATION STATION DISK
 HZ2314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2197 ***********************************************************************
 LB2197  DESIGNATION -  KENTLAND
 LB2197  PID         -  LB2197
 LB2197  STATE/COUNTY-  IN/NEWTON
 LB2197  USGS QUAD   -  KENTLAND (1980)
 LB2197
 LB2197                         *CURRENT SURVEY CONTROL
 LB2197  ___________________________________________________________________
 LB2197* NAD 83(1997)-  40 45 45.96108(N)    087 26 21.71304(W)     ADJUSTED  
 LB2197* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 LB2197  ___________________________________________________________________
 LB2197  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 LB2197  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 LB2197
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2197
 LB2197.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2197.See file dsdata.txt to determine how the superseded data were derived.
 LB2197
 LB2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6291712515(NAD 83)
 LB2197_MARKER: DS = TRIANGULATION STATION DISK
 LB2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2197
 LB2197  HISTORY     - Date     Condition        Report By
 LB2197  HISTORY     - 1953     MONUMENTED       CGS
 LB2197  HISTORY     - 1984     GOOD             BRADY
 LB2197
 LB2197                          STATION DESCRIPTION
 LB2197
 LB2197'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (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 = OCTOBER  6, 2006
 LB2196 ***********************************************************************
 LB2196  DESIGNATION -  KENTLAND MUNICIPAL TANK
 LB2196  PID         -  LB2196
 LB2196  STATE/COUNTY-  IN/NEWTON
 LB2196  USGS QUAD   -  KENTLAND (1980)
 LB2196
 LB2196                         *CURRENT SURVEY CONTROL
 LB2196  ___________________________________________________________________
 LB2196* NAD 83(1997)-  40 46 06.32318(N)    087 26 39.33052(W)     ADJUSTED  
 LB2196* NAVD 88     -                                                        
 LB2196  ___________________________________________________________________
 LB2196  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 LB2196  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 LB2196
 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
 LB2196.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2196
 LB2196.The geoid height was determined by GEOID03.
 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;SPC IL E     -   455,705.753   375,062.247   MT  1.00004432   +0 34 50.1
 LB2196;SPC IL E     - 1,495,094.62  1,230,516.72   sFT  1.00004432   +0 34 50.1
 LB2196;UTM  16      - 4,513,145.268   462,506.662   MT  0.99961730   -0 17 24.4
 LB2196
 LB2196                          SUPERSEDED SURVEY CONTROL
 LB2196
 LB2196  NAD 83(1986)-  40 46 06.32958(N)    087 26 39.34061(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2196.See file dsdata.txt to determine how the superseded data were derived.
 LB2196
 LB2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6250713145(NAD 83)
 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 = OCTOBER  6, 2006
 LB2188 ***********************************************************************
 LB2188  DESIGNATION -  KENTS
 LB2188  PID         -  LB2188
 LB2188  STATE/COUNTY-  IN/NEWTON
 LB2188  USGS QUAD   -  MOUNT AYR (1980)
 LB2188
 LB2188                         *CURRENT SURVEY CONTROL
 LB2188  ___________________________________________________________________
 LB2188* NAD 83(1997)-  40 59 54.23064(N)    087 19 26.80327(W)     ADJUSTED  
 LB2188* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 LB2188  ___________________________________________________________________
 LB2188  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 LB2188  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 LB2188
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2188
 LB2188.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2188.See file dsdata.txt to determine how the superseded data were derived.
 LB2188
 LB2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7274138630(NAD 83)
 LB2188_MARKER: DS = TRIANGULATION STATION DISK
 LB2188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA1931 ***********************************************************************
 KA1931  DESIGNATION -  KERK
 KA1931  PID         -  KA1931
 KA1931  STATE/COUNTY-  IN/MARION
 KA1931  USGS QUAD   -  BEECH GROVE (1980)
 KA1931
 KA1931                         *CURRENT SURVEY CONTROL
 KA1931  ___________________________________________________________________
 KA1931* NAD 83(1997)-  39 43 23.48910(N)    086 07 08.29166(W)     ADJUSTED  
 KA1931* NAVD 88     -       232.67   (+/-2cm)     763.4    (feet)  VERTCON   
 KA1931  ___________________________________________________________________
 KA1931  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 KA1931  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KA1931
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1931
 KA1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1931
 KA1931.The geoid height was determined by GEOID03.
 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     -   0.99996874  x   0.99998517  =   0.99995391
 KA1931!UTM  16      -   0.99996874  x   0.99967019  =   0.99963894
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  232.80   (m)          763.8    (f) LEVELING    3  
 KA1931
 KA1931.Superseded values are not recommended for survey control.
 KA1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1931.See file dsdata.txt to determine how the superseded data were derived.
 KA1931
 KA1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7550897406(NAD 83)
 KA1931_MARKER: DS = TRIANGULATION STATION DISK
 KA1931_SETTING: 0 = UNSPECIFIED SETTING
 KA1931
 KA1931  HISTORY     - Date     Condition        Report By
 KA1931  HISTORY     - 1935     MONUMENTED       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 = OCTOBER  6, 2006
 ME2299 ***********************************************************************
 ME2299  DESIGNATION -  KESLER
 ME2299  PID         -  ME2299
 ME2299  STATE/COUNTY-  IN/FULTON
 ME2299  USGS QUAD   -  RUTLAND (1980)
 ME2299
 ME2299                         *CURRENT SURVEY CONTROL
 ME2299  ___________________________________________________________________
 ME2299* NAD 83(1997)-  41 07 43.79352(N)    086 19 06.29344(W)     ADJUSTED  
 ME2299* NAVD 88     -       244.25   (+/-2cm)     801.3    (feet)  VERTCON   
 ME2299  ___________________________________________________________________
 ME2299  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 ME2299  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME2299
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2299
 ME2299.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2299
 ME2299.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 (07/19/86)  244.37   (m)          801.7    (f) LEVELING    3  
 ME2299
 ME2299.Superseded values are not recommended for survey control.
 ME2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2299.See file dsdata.txt to determine how the superseded data were derived.
 ME2299
 ME2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5721153283(NAD 83)
 ME2299_MARKER: DS = TRIANGULATION STATION DISK
 ME2299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2299'56 FEET SOUTHWEST OF A POWER LINE POLE, 38 FEET EAST OF A 6 INCH WILD
 ME2299'CHERRY TREE, 32 FEET WEST OF THE
 ME2299'CENTER OF A GRAVEL ROAD AND 7 FEET NORTHWEST OF A WHITE
 ME2299'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 ME2299'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
 ME2299'THE GRAVEL ROAD AND 1 FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS 8
 ME2299'INCHES AND THE DISK IS STAMPED
 ME2299'KESLER 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
 ME2299'TELEPHONE POLE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 ME2299'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
 ME2299'AND 1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS 6 INCHES AND THE
 ME2299'DISK IS STAMPED KESLER 1952.
 ME2299'
 ME2299'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 25 AND
 ME2299'14 IN THE SOUTH SECTION OF
 ME2299'ROCHESTER GO WEST ON HIGHWAY 14 FOR 5.1 MILES TO A GRAVEL CROSSROAD,
 ME2299'TURN RIGHT AND GO NORTH FOR 3.5
 ME2299'MILES TO A T-ROAD INTERSECTION, TURN RIGHT AND GO EAST FOR
 ME2299'0.2 MILE TO A T-ROAD INTERSECTION, TURN LEFT
 ME2299'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
 ME2299'ROAD RIGHT, TURN RIGHT AND GO
 ME2299'0.35 MILE TO THE STATION ON THE LEFT AS DESCRIBED, CONTINUE FOR 0.8
 ME2299'MILE TO THE AZIMUTH MARK ON THE
 ME2299'LEFT AS DESCRIBED.
 ME2299'
 ME2299'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0331 ***********************************************************************
 ME0331  DESIGNATION -  KEWANNA
 ME0331  PID         -  ME0331
 ME0331  STATE/COUNTY-  IN/FULTON
 ME0331  USGS QUAD   -  KEWANNA (1977)
 ME0331
 ME0331                         *CURRENT SURVEY CONTROL
 ME0331  ___________________________________________________________________
 ME0331* NAD 83(1997)-  41 01 19.89018(N)    086 24 33.18319(W)     ADJUSTED  
 ME0331* NAVD 88     -       235.418  (meters)     772.37   (feet)  ADJUSTED  
 ME0331  ___________________________________________________________________
 ME0331  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 ME0331  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME0331  DYNAMIC HT  -         235.318 (meters)     772.04  (feet)  COMP
 ME0331  MODELED GRAV-     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
 ME0331.and adjusted by the National Geodetic Survey in June 1991..
 ME0331.WARNING-Repeat measurements at this control monument indicate possible
 ME0331.vertical movement.
 ME0331
 ME0331.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME0331
 ME0331.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  235.542  (m)          772.77   (f) ADJ UNCH    2 0
 ME0331
 ME0331.Superseded values are not recommended for survey control.
 ME0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0331.See file dsdata.txt to determine how the superseded data were derived.
 ME0331
 ME0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4966941389(NAD 83)
 ME0331_MARKER: DS = TRIANGULATION STATION DISK
 ME0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0331_STAMPING: KEWANNA 1920
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 ME2305 ***********************************************************************
 ME2305  DESIGNATION -  KEWANNA BAPTIST CHURCH SPIRE
 ME2305  PID         -  ME2305
 ME2305  STATE/COUNTY-  IN/FULTON
 ME2305  USGS QUAD   -  KEWANNA (1977)
 ME2305
 ME2305                         *CURRENT SURVEY CONTROL
 ME2305  ___________________________________________________________________
 ME2305* NAD 83(1997)-  41 01 07.30858(N)    086 24 35.05806(W)     ADJUSTED  
 ME2305* NAVD 88     -                                                        
 ME2305  ___________________________________________________________________
 ME2305  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 ME2305  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME2305
 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
 ME2305.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2305
 ME2305.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2305
 ME2305  NAD 83(1986)-  41 01 07.30301(N)    086 24 35.06482(W) AD(       ) 4
 ME2305  NAD 27      -  41 01 07.16800(N)    086 24 35.04800(W) AD(       ) 3
 ME2305
 ME2305.Superseded values are not recommended for survey control.
 ME2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2305.See file dsdata.txt to determine how the superseded data were derived.
 ME2305
 ME2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4962841000(NAD 83)
 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 = OCTOBER  6, 2006
 ME0332 ***********************************************************************
 ME0332  DESIGNATION -  KEWANNA RM
 ME0332  PID         -  ME0332
 ME0332  STATE/COUNTY-  IN/FULTON
 ME0332  USGS QUAD   -  KEWANNA (1977)
 ME0332
 ME0332                         *CURRENT SURVEY CONTROL
 ME0332  ___________________________________________________________________
 ME0332* NAD 83(1986)-  41 01 19.     (N)    086 24 33.     (W)     SCALED    
 ME0332* NAVD 88     -       234.682  (meters)     769.95   (feet)  ADJUSTED  
 ME0332  ___________________________________________________________________
 ME0332  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME0332  DYNAMIC HT  -         234.583 (meters)     769.63  (feet)  COMP
 ME0332  MODELED GRAV-     980,194.7   (mgal)                       NAVD 88
 ME0332
 ME0332  VERT ORDER  -  SECOND    CLASS 0
 ME0332
 ME0332.The horizontal coordinates were scaled from a topographic map and have
 ME0332.an estimated accuracy of +/- 6 seconds.
 ME0332
 ME0332.The orthometric height was determined by differential leveling
 ME0332.and adjusted by the National Geodetic Survey in June 1991..
 ME0332
 ME0332.The geoid height was determined by GEOID03.
 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     -   641,260.       37,550.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0332.See file dsdata.txt to determine how the superseded data were derived.
 ME0332
 ME0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL496413(NAD 83)
 ME0332_MARKER: DR = REFERENCE MARK DISK
 ME0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0332_STAMPING: KEWANNA 1920
 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             NGS
 ME0332
 ME0332                          STATION DESCRIPTION
 ME0332
 ME0332'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1925 ***********************************************************************
 KA1925  DESIGNATION -  KEYSTONE
 KA1925  PID         -  KA1925
 KA1925  STATE/COUNTY-  IN/MARION
 KA1925  USGS QUAD   -  INDIANAPOLIS EAST (1980)
 KA1925
 KA1925                         *CURRENT SURVEY CONTROL
 KA1925  ___________________________________________________________________
 KA1925* NAD 83(1997)-  39 49 30.93973(N)    086 07 18.34299(W)     ADJUSTED  
 KA1925* NAVD 88     -       221.13   (+/-2cm)     725.5    (feet)  VERTCON   
 KA1925  ___________________________________________________________________
 KA1925  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 KA1925  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KA1925
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1925
 KA1925.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1925
 KA1925.The geoid height was determined by GEOID03.
 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     -   0.99997058  x   0.99998535  =   0.99995593
 KA1925!UTM  16      -   0.99997058  x   0.99966954  =   0.99964013
 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  NGVD 29 (07/19/86)  221.27   (m)          726.0    (f) LEVELING    3  
 KA1925
 KA1925.Superseded values are not recommended for survey control.
 KA1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1925.See file dsdata.txt to determine how the superseded data were derived.
 KA1925
 KA1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7515708732(NAD 83)
 KA1925_MARKER: DS = TRIANGULATION STATION DISK
 KA1925_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 LB2536 ***********************************************************************
 LB2536  DESIGNATION -  KILLMORE
 LB2536  PID         -  LB2536
 LB2536  STATE/COUNTY-  IN/CLINTON
 LB2536  USGS QUAD   -  MICHIGANTOWN (1980)
 LB2536
 LB2536                         *CURRENT SURVEY CONTROL
 LB2536  ___________________________________________________________________
 LB2536* NAD 83(1997)-  40 21 15.35211(N)    086 29 13.81454(W)     ADJUSTED  
 LB2536* NAVD 88     -       263.     (meters)     863.     (feet)  SCALED    
 LB2536  ___________________________________________________________________
 LB2536  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 LB2536  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 LB2536
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2536
 LB2536.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2536.See file dsdata.txt to determine how the superseded data were derived.
 LB2536
 LB2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4354867205(NAD 83)
 LB2536_MARKER: DS = TRIANGULATION STATION DISK
 LB2536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2536_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 = OCTOBER  6, 2006
 HZ2323 ***********************************************************************
 HZ2323  DESIGNATION -  KIMBER
 HZ2323  PID         -  HZ2323
 HZ2323  STATE/COUNTY-  IN/SCOTT
 HZ2323  USGS QUAD   -  BLOCHER (1993)
 HZ2323
 HZ2323                         *CURRENT SURVEY CONTROL
 HZ2323  ___________________________________________________________________
 HZ2323* NAD 83(1997)-  38 38 57.01451(N)    085 41 28.57555(W)     ADJUSTED  
 HZ2323* NAVD 88     -       196.44   (+/-2cm)     644.5    (feet)  VERTCON   
 HZ2323  ___________________________________________________________________
 HZ2323  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 HZ2323  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 HZ2323
 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.The vertical order pertains to the NGVD 29 superseded value.
 HZ2323
 HZ2323.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2323
 HZ2323.The geoid height was determined by GEOID03.
 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     -   0.99997447  x   0.99996672  =   0.99994119
 HZ2323!UTM  16      -   0.99997447  x   0.99975971  =   0.99973419
 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 INHC 1947                   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 (07/19/86)  196.58   (m)          644.9    (f) LEVELING    3  
 HZ2323
 HZ2323.Superseded values are not recommended for survey control.
 HZ2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2323.See file dsdata.txt to determine how the superseded data were derived.
 HZ2323
 HZ2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1388578658(NAD 83)
 HZ2323_MARKER: DS = TRIANGULATION STATION DISK
 HZ2323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD1630 ***********************************************************************
 MD1630  DESIGNATION -  KIMMELL
 MD1630  PID         -  MD1630
 MD1630  STATE/COUNTY-  IN/NOBLE
 MD1630  USGS QUAD   -  LIGONIER (1979)
 MD1630
 MD1630                         *CURRENT SURVEY CONTROL
 MD1630  ___________________________________________________________________
 MD1630* NAD 83(1997)-  41 23 36.56509(N)    085 33 00.86720(W)     ADJUSTED  
 MD1630* NAVD 88     -       278.     (meters)     912.     (feet)  SCALED    
 MD1630  ___________________________________________________________________
 MD1630  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 MD1630  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 MD1630
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1630
 MD1630.The geoid height was determined by GEOID03.
 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     -   0.99996164  x   0.99996783  =   0.99992947
 MD1630!UTM  16      -   0.99996164  x   0.99978078  =   0.99974243
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1630.See file dsdata.txt to determine how the superseded data were derived.
 MD1630
 MD1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2120183454(NAD 83)
 MD1630_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1630
 MD1630  HISTORY     - Date     Condition        Report By
 MD1630  HISTORY     - 1947     MONUMENTED       CGS
 MD1630  HISTORY     - 1960     SEE DESCRIPTION  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
 MD1630'FEET SOUTH OF THE
 MD1630'CENTERLINE OF U.S. HIGHWAY 33, 35 FEET EAST OF A 24 INCH OAK TREE, 3
 MD1630'FEET EAST OF A WHITE WITNESS POST AND 1
 MD1630'FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 MD1630'THE DISK IS STAMPED 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
 MD1630'U.S. HIGHWAY 33 AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK IS FLUSH
 MD1630'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
 MD1630'HIGHWAY AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK IS FLUSH AND THE
 MD1630'DISK IS STAMPED KIMMELL NO 2 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,
 MD1630'2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCELINE.
 MD1630'THE MARK IS FLUSH AND THE DISK IS
 MD1630'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
 MD1630'SOUTHEAST ON U.S. HIGHWAY 33 FOR 5.05 MILE TO STATION ON THE RIGHT AS
 MD1630'DESCRIBED.
 MD1630'
 MD1630'TO REACH AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 33 FOR 0.2
 MD1630'MILE TO A
 MD1630'GRAVEL CROSSROAD, TURN RIGHT AND GO 0.15 MILE TO AZIMUTH MARK ON THE
 MD1630'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
 MD1630'U. S. HIGHWAY FROM ITS BRIDGE OVER BALTIMORE AND OHIO RAILROAD, ABOUT
 MD1630'60 YARDS NW OF SE END OF LONG
 MD1630'CURVE, AT MIDPOINT OF NE EDGE OF A SMALL WOODS, 98-1/2 FEET NW
 MD1630'OF CENTER OF SW END OF 15-INCH CONCRETE PIPE
 MD1630'CULVERT UNDER HWY., 42 FEET SW OF CENTER
 MD1630'LINE OF 20-FOOT CONCRETE PAVEMENT, 0.6 FOOT HIGHER THAN SAME,
 MD1630'STANDARD DISKS STAMPED KIMMELL
 MD1630'1947 ARE SET IN 1A AND 7A MARKS WITH THE UPPER ONE PROJECTING 0.5
 MD1630'FOOT.
 MD1630'
 MD1630'REFERENCE STAMPED KIMMELL NO 1 1947, NOTE 11A, PROJECTS 0.3 FOOT, IS
 MD1630'104.67 FEET (31.903 METERS) E
 MD1630'OF STATION, 35-1/2 FEET NE OF CENTER LINE OF HWY., AND 2.2 FEET NW OF
 MD1630'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
 MD1630'FEET NE OF CENTER LINE OF HWY., AND 56 FEET N OF PROJECTED LINE OF
 MD1630'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
 MD1630'CENTER LINE OF THE MAIN N-S STREET OF TOWN, 26 FEET S OF CENTER LINE
 MD1630'OF THE MAIN E-W STREET, 0.1 FOOT LOWER
 MD1630'THAN SAME, 59 FEET SSW OF SW CORNER OF A STORE, AND 25
 MD1630'FEET W OF PROJECTED PLANE OF W WALL OF THE STORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2501 ***********************************************************************
 LB2501  DESIGNATION -  KINDERS
 LB2501  PID         -  LB2501
 LB2501  STATE/COUNTY-  IN/HAMILTON
 LB2501  USGS QUAD   -  ARCADIA (1994)
 LB2501
 LB2501                         *CURRENT SURVEY CONTROL
 LB2501  ___________________________________________________________________
 LB2501* NAD 83(1997)-  40 09 33.08308(N)    086 01 13.92253(W)     ADJUSTED  
 LB2501* NAVD 88     -       262.35   (+/-2cm)     860.7    (feet)  VERTCON   
 LB2501  ___________________________________________________________________
 LB2501  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 LB2501  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 LB2501
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2501
 LB2501.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2501
 LB2501.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 LB2501| PID    Reference Object                     Distance      Geod. Az  |
 LB2501|                                                           dddmmss.s |
 LB2501| CC9511 KINDERS RM                           15.410 METERS 12152     |
 LB2501| CC8416 CENTRAL BANK SPIRE                                 3534931.1 |
 LB2501| LB2498 ARCADA                              APPROX. 3.2 KM 3552142.1 |
 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  NGVD 29 (07/19/86)  262.47   (m)          861.1    (f) LEVELING    3  
 LB2501
 LB2501.Superseded values are not recommended for survey control.
 LB2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2501.See file dsdata.txt to determine how the superseded data were derived.
 LB2501
 LB2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8341345886(NAD 83)
 LB2501_MARKER: DS = TRIANGULATION STATION DISK
 LB2501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HA1721 ***********************************************************************
 HA1721  DESIGNATION -  KING
 HA1721  PID         -  HA1721
 HA1721  STATE/COUNTY-  IN/POSEY
 HA1721  USGS QUAD   -  CABORN (1978)
 HA1721
 HA1721                         *CURRENT SURVEY CONTROL
 HA1721  ___________________________________________________________________
 HA1721* NAD 83(1997)-  37 59 25.92098(N)    087 51 04.47813(W)     ADJUSTED  
 HA1721* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 HA1721  ___________________________________________________________________
 HA1721  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 HA1721  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 HA1721
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1721
 HA1721.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1721.See file dsdata.txt to determine how the superseded data were derived.
 HA1721
 HA1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH2525305106(NAD 83)
 HA1721_MARKER: DS = TRIANGULATION STATION DISK
 HA1721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1721_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1694 ***********************************************************************
 JA1694  DESIGNATION -  KING
 JA1694  PID         -  JA1694
 JA1694  STATE/COUNTY-  IN/ORANGE
 JA1694  USGS QUAD   -  LIVONIA (1970)
 JA1694
 JA1694                         *CURRENT SURVEY CONTROL
 JA1694  ___________________________________________________________________
 JA1694* NAD 83(1997)-  38 33 27.40523(N)    086 21 08.01061(W)     ADJUSTED  
 JA1694* NAVD 88     -       260.95   (+/-2cm)     856.1    (feet)  VERTCON   
 JA1694  ___________________________________________________________________
 JA1694  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 JA1694  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JA1694
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1694
 JA1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1694
 JA1694.The geoid height was determined by GEOID03.
 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;SPC IN E     -   367,610.767    40,246.172   MT  1.00001062   -0 25 38.4
 JA1694;SPC IN E     - 1,206,069.66    132,040.98   sFT  1.00001062   -0 25 38.4
 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     -   0.99996429  x   1.00001665  =   0.99998094
 JA1694!SPC IN E     -   0.99996429  x   1.00001062  =   0.99997491
 JA1694!UTM  16      -   0.99996429  x   0.99963923  =   0.99960354
 JA1694
 JA1694:                Primary Azimuth Mark                     Grid Az
 JA1694:SPC IN W     -  KING AZ MK                               091 16 42.6
 JA1694:SPC IN E     -  KING AZ MK                               092 09 41.6
 JA1694:UTM  16      -  KING AZ MK                               091 19 49.6
 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 (07/19/86)  261.05   (m)          856.5    (f) LEVELING    3  
 JA1694
 JA1694.Superseded values are not recommended for survey control.
 JA1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1694.See file dsdata.txt to determine how the superseded data were derived.
 JA1694
 JA1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5644067885(NAD 83)
 JA1694_MARKER: DS = TRIANGULATION STATION DISK
 JA1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2431 ***********************************************************************
 ME2431  DESIGNATION -  KINGSBURY
 ME2431  PID         -  ME2431
 ME2431  STATE/COUNTY-  IN/LA PORTE
 ME2431  USGS QUAD   -  LA PORTE EAST (1991)
 ME2431
 ME2431                         *CURRENT SURVEY CONTROL
 ME2431  ___________________________________________________________________
 ME2431* NAD 83(1997)-  41 32 13.73453(N)    086 42 02.92991(W)     ADJUSTED  
 ME2431* NAVD 88     -       230.3    (meters)     756.     (feet)  GPS OBS   
 ME2431  ___________________________________________________________________
 ME2431  X           -     275,168.276 (meters)                     COMP
 ME2431  Y           -  -4,773,465.810 (meters)                     COMP
 ME2431  Z           -   4,207,391.796 (meters)                     COMP
 ME2431  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 ME2431  ELLIP HEIGHT-         196.56  (meters)          (05/25/99) GPS OBS
 ME2431  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME2431
 ME2431  HORZ ORDER  -  FIRST
 ME2431  ELLP ORDER  -  FOURTH    CLASS I
 ME2431
 ME2431.The horizontal coordinates were established by classical geodetic methods
 ME2431.and adjusted by the National Geodetic Survey in May 1999..
 ME2431
 ME2431.The orthometric height was determined by GPS observations and a
 ME2431.high-resolution geoid model.
 ME2431
 ME2431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME2431
 ME2431.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2431
 ME2431.The ellipsoidal height was determined by GPS observations
 ME2431.and is referenced to NAD 83.
 ME2431
 ME2431.The geoid height was determined by GEOID03.
 ME2431
 ME2431;                    North         East     Units Scale Factor Converg.
 ME2431;SPC IN W     -   698,282.092   931,919.617   MT  0.99997920   +0 15 13.2
 ME2431;SPC IN W     - 2,290,947.16  3,057,472.94   sFT  0.99997920   +0 15 13.2
 ME2431;UTM  16      - 4,598,431.636   524,956.642   MT  0.99960766   +0 11 54.2
 ME2431
 ME2431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2431!SPC IN W     -   0.99996917  x   0.99997920  =   0.99994837
 ME2431!UTM  16      -   0.99996917  x   0.99960766  =   0.99957684
 ME2431
 ME2431:                Primary Azimuth Mark                     Grid Az
 ME2431:SPC IN W     -  KINGSBURY ORD PLANT TANK 4               127 37 42.7
 ME2431:UTM  16      -  KINGSBURY ORD PLANT TANK 4               127 41 01.7
 ME2431
 ME2431|---------------------------------------------------------------------|
 ME2431| PID    Reference Object                     Distance      Geod. Az  |
 ME2431|                                                           dddmmss.s |
 ME2431| ME2361 KINGSBURY ORD PLANT TANK 4          APPROX. 6.7 KM 1275255.9 |
 ME2431| CM2959 KINGSBURY RM 1                       25.049 METERS 14055     |
 ME2431| ME2417 KINGSBURY ORDNANCE PLANT TK 1       APPROX. 4.5 KM 1462355.3 |
 ME2431| CM2958 KINGSBURY AZ MK                                    1552645.5 |
 ME2431| CM2960 KINGSBURY RM 2                       29.797 METERS 21959     |
 ME2431| ME2427 LAPORTE CO CTHSE CLOCK TOWER        APPROX. 8.4 KM 3474604.3 |
 ME2431| ME2429 LAPORTE BACHMANN WOOL MILL STK      APPROX. 7.3 KM 3492817.4 |
 ME2431|---------------------------------------------------------------------|
 ME2431
 ME2431                          SUPERSEDED SURVEY CONTROL
 ME2431
 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 (07/19/86)  230.42   (m)          756.0    (f) LEVELING    3  
 ME2431
 ME2431.Superseded values are not recommended for survey control.
 ME2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2431.See file dsdata.txt to determine how the superseded data were derived.
 ME2431
 ME2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2495798432(NAD 83)
 ME2431_MARKER: DS = TRIANGULATION STATION DISK
 ME2431_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ME2431_SP_SET: PREFAB CONC. POST IN EARTH
 ME2431_STAMPING: KINGSBURY 1948
 ME2431_MARK LOGO: CGS   
 ME2431_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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     - 1948     GOOD             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
 ME2431'FORMED BY U.S. HIGHWAY 35, STATE HIGHWAY 29 AND STATE HIGHWAY 829.
 ME2431'IT IS 167 FEET SOUTHWEST OF THE
 ME2431'INTERSECTION OF HIGHWAYS, 121 FEET WEST OF CENTER OF HIGHWAY
 ME2431'35, 98 FEET NORTHEAST OF A WHITE WITNESS POST
 ME2431'AND 89 FEET EAST OF CENTER OF HIGHWAY
 ME2431'829.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 ME2431'KINGSBURY 1948.
 ME2431'
 ME2431'REFERENCE MARK NO. 1 IS 82.18 FEET SOUTHEAST OF STATION.  IT IS 91
 ME2431'FEET WEST OF CENTER OF
 ME2431'HIGHWAY 35 ON THE NORTHEAST CORNER OF A CULTIVATED FIELD.  THE MARK
 ME2431'PROJECTS ABOUT 2 INCHES AND THE
 ME2431'DISK IS 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
 ME2431'HIGHWAY 829 AND 2 FEET SOUTHEAST OF A WHITE WITNESS POST ON THE
 ME2431'NORTHWEST CORNER OF A CULTIVATED
 ME2431'FIELD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 ME2431'KINGSBURY NO 2 1948.
 ME2431'
 ME2431'AZIMUTH MARK IS 0.4 MILE SOUTHEAST OF STATION.  IT IS 27 FEET NORTH
 ME2431'OF CENTER OF A GRAVEL ROAD, 2
 ME2431'FEET WEST OF A POWER POLE AND 2 FEET SOUTHWEST OF A WHITE WITNESS
 ME2431'POST.  THE MARK PROJECTS ABOUT 4
 ME2431'INCHES 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
 ME2431'IS ABOUT 1 MILE SOUTHEAST OF KINGSBURY, GO NORTH ON HIGHWAYS 35 AND
 ME2431'29 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
 ME2431'FOR 0.35 MILE TO A T ROAD
 ME2431'LEFT, TURN LEFT AND GO ABOUT 0.05 MILE TO AZIMUTH MARK ON LEFT AS
 ME2431'DESCRIBED.
 ME2431'
 ME2431'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2431
 ME2431                          STATION RECOVERY (1948)
 ME2431
 ME2431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 ME2431'RECOVERED IN GOOD CONDITION.
 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
 ME2431'CHECKED.  DIRECTIONS TO THE REFERENCE MARK CHECKED.  DIRECTION TO THE
 ME2431'AZIMUTH MARK FAILED TO CHECK.
 ME2431'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
 ME2431'GOOD CONDITION.  THERE IS A BUILDING ON LINE TO THE AZIMUTH MARK.
 ME2431'THE DISTANCE TO THE REFERENCE MARKS CHECKED.  THE ANGLE BETWEEN THE
 ME2431'REFERENCE MARKS CHECKED.  METAL WITNESS POSTS WERE SET AT THE
 ME2431'STATION AND REFERENCE MARKS.  AT THE STATION 1-FOOT NORTH, AT
 ME2431'REFERENCE MARK 1, 1-FOOT SOUTH AND ONE 1-FOOT SOUTH OF REFERENCE
 ME2431'MARK 2.  THE DESCRIPTION AND TOO REACH ARE ADEQUATE TO
 ME2431'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'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'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
 ME2431'METAL WITNESS POST.
 ME2431'DESCRIBED BY PBW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2351 ***********************************************************************
 ME2351  DESIGNATION -  KINGSBURY ORD PLANT TANK 5
 ME2351  PID         -  ME2351
 ME2351  STATE/COUNTY-  IN/LA PORTE
 ME2351  USGS QUAD   -  HAMLET (1977)
 ME2351
 ME2351                         *CURRENT SURVEY CONTROL
 ME2351  ___________________________________________________________________
 ME2351* NAD 83(1997)-  41 29 43.97813(N)    086 34 58.24381(W)     ADJUSTED  
 ME2351* NAVD 88     -                                                        
 ME2351  ___________________________________________________________________
 ME2351  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 ME2351  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME2351
 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
 ME2351.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2351
 ME2351.The geoid height was determined by GEOID03.
 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;SPC IN E     -   693,996.708    23,499.486   MT  1.00003866   -0 36 25.4
 ME2351;SPC IN E     - 2,276,887.53     77,097.90   sFT  1.00003866   -0 36 25.4
 ME2351;UTM  16      - 4,593,854.113   534,819.292   MT  0.99961492   +0 16 35.0
 ME2351
 ME2351                          SUPERSEDED SURVEY CONTROL
 ME2351
 ME2351  NAD 83(1986)-  41 29 43.98023(N)    086 34 58.24986(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2351.See file dsdata.txt to determine how the superseded data were derived.
 ME2351
 ME2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3481993854(NAD 83)
 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 = OCTOBER  6, 2006
 ME2361 ***********************************************************************
 ME2361  DESIGNATION -  KINGSBURY ORD PLANT TANK 4
 ME2361  PID         -  ME2361
 ME2361  STATE/COUNTY-  IN/LA PORTE
 ME2361  USGS QUAD   -  KINGSFORD HEIGHTS (1977)
 ME2361
 ME2361                         *CURRENT SURVEY CONTROL
 ME2361  ___________________________________________________________________
 ME2361* NAD 83(1997)-  41 29 59.95856(N)    086 38 14.31139(W)     ADJUSTED  
 ME2361* NAVD 88     -                                                        
 ME2361  ___________________________________________________________________
 ME2361  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 ME2361  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME2361
 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
 ME2361.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2361
 ME2361.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2361
 ME2361  NAD 83(1986)-  41 29 59.96047(N)    086 38 14.31795(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2361.See file dsdata.txt to determine how the superseded data were derived.
 ME2361
 ME2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3027194326(NAD 83)
 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
 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 = OCTOBER  6, 2006
 ME2417 ***********************************************************************
 ME2417  DESIGNATION -  KINGSBURY ORDNANCE PLANT TK 1
 ME2417  PID         -  ME2417
 ME2417  STATE/COUNTY-  IN/LA PORTE
 ME2417  USGS QUAD   -  LA PORTE EAST (1991)
 ME2417
 ME2417                         *CURRENT SURVEY CONTROL
 ME2417  ___________________________________________________________________
 ME2417* NAD 83(1997)-  41 30 12.91945(N)    086 40 16.15911(W)     ADJUSTED  
 ME2417* NAVD 88     -       220.     (meters)     722.     (feet)  SCALED    
 ME2417  ___________________________________________________________________
 ME2417  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 ME2417  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME2417
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2417
 ME2417.The geoid height was determined by GEOID03.
 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  =   0.99958010
 ME2417
 ME2417                          SUPERSEDED SURVEY CONTROL
 ME2417
 ME2417  NAD 83(1994)-  41 30 12.92255(N)    086 40 16.16472(W) AD(       ) 4
 ME2417  NAD 83(1986)-  41 30 12.92135(N)    086 40 16.16523(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2417.See file dsdata.txt to determine how the superseded data were derived.
 ME2417
 ME2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2744594715(NAD 83)
 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 = OCTOBER  6, 2006
 ME2422 ***********************************************************************
 ME2422  DESIGNATION -  KINGSBURY ORDNANCE PLANT TK 3
 ME2422  PID         -  ME2422
 ME2422  STATE/COUNTY-  IN/LA PORTE
 ME2422  USGS QUAD   -  LA PORTE EAST (1991)
 ME2422
 ME2422                         *CURRENT SURVEY CONTROL
 ME2422  ___________________________________________________________________
 ME2422* NAD 83(1997)-  41 30 15.91373(N)    086 39 08.95763(W)     ADJUSTED  
 ME2422* NAVD 88     -                                                        
 ME2422  ___________________________________________________________________
 ME2422  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 ME2422  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME2422
 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
 ME2422.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2422
 ME2422.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2422
 ME2422  NAD 83(1994)-  41 30 15.91649(N)    086 39 08.96316(W) AD(       ) 4
 ME2422  NAD 83(1986)-  41 30 15.91575(N)    086 39 08.96390(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2422.See file dsdata.txt to determine how the superseded data were derived.
 ME2422
 ME2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2900294813(NAD 83)
 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 = OCTOBER  6, 2006
 ME2430 ***********************************************************************
 ME2430  DESIGNATION -  KINGSBURY ORDNANCE PLANT TK 2
 ME2430  PID         -  ME2430
 ME2430  STATE/COUNTY-  IN/LA PORTE
 ME2430  USGS QUAD   -  LA PORTE EAST (1991)
 ME2430
 ME2430                         *CURRENT SURVEY CONTROL
 ME2430  ___________________________________________________________________
 ME2430* NAD 83(1997)-  41 31 01.41605(N)    086 38 46.26237(W)     ADJUSTED  
 ME2430* NAVD 88     -                                                        
 ME2430  ___________________________________________________________________
 ME2430  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 ME2430  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME2430
 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
 ME2430.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2430
 ME2430.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2430
 ME2430  NAD 83(1994)-  41 31 01.41892(N)    086 38 46.26780(W) AD(       ) 4
 ME2430  NAD 83(1986)-  41 31 01.41787(N)    086 38 46.26852(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2430.See file dsdata.txt to determine how the superseded data were derived.
 ME2430
 ME2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2952396219(NAD 83)
 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 = OCTOBER  6, 2006
 LA1999 ***********************************************************************
 LA1999  DESIGNATION -  KINGSLAND
 LA1999  PID         -  LA1999
 LA1999  STATE/COUNTY-  IN/WELLS
 LA1999  USGS QUAD   -  UNIONDALE (1988)
 LA1999
 LA1999                         *CURRENT SURVEY CONTROL
 LA1999  ___________________________________________________________________
 LA1999* NAD 83(1997)-  40 49 48.60983(N)    085 10 03.32294(W)     ADJUSTED  
 LA1999* NAVD 88     -       260.     (meters)     853.     (feet)  SCALED    
 LA1999  ___________________________________________________________________
 LA1999  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 LA1999  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 LA1999
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA1999
 LA1999.The geoid height was determined by GEOID03.
 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     -   0.99996451  x   0.99998847  =   0.99995298
 LA1999!UTM  16      -   0.99996451  x   0.99989383  =   0.99985835
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1999.See file dsdata.txt to determine how the superseded data were derived.
 LA1999
 LA1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5450721520(NAD 83)
 LA1999_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA1999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1999_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 LA1999'NORTHWEST OF THE JUNCTION OF U. S. HIGHWAY 224 AND STATE HIGHWAY 1,
 LA1999'IN THE SOUTHWEST CORNER OF A LOT OWNED
 LA1999'BY RUTH HOOVER AND OCCUPIED BY GRAIN STORAGE TANKS CONTROLLED
 LA1999'BY THE DEPARTMENT OF AGRICULTURE.  IT IS
 LA1999'96 FEET NORTH OF A 4 IN BY 4 IN WHITE WITNESS POST,
 LA1999'59 FEET NORTH OF THE CENTER OF STATE HIGHWAY 224, 23.5 FEET
 LA1999'NORTHEAST OF A FENCE CORNER AND 20.1
 LA1999'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
 LA1999'THE AZIMUTH MARK ON THE RIGHT, CONTINUE EAST ON THE HIGHWAY FOR 0.25
 LA1999'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
 LA1999'1955.
 LA1999'
 LA1999'REFERENCE MARK 1 IS 40 FEET SOUTH OF THE CENTER OF HIGHWAY 224, 3
 LA1999'FEET NORTH OF A FENCE, 2 FEET
 LA1999'NORTHWEST OF THE WITNESS POST AND 1 FOOT EAST OF A POWERLINE POLE.
 LA1999'THE MARK PROJECTS 6 INCHES AND THE
 LA1999'DISK IS 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.
 LA1999'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED KINGSLAND NO 2
 LA1999'1955.
 LA1999'
 LA1999'THE AZIMUTH MARK IS 39 FEET SOUTH OF THE CENTER OF HIGHWAY 224, 4
 LA1999'FEET NORTH OF A FENCE, 4 FEET
 LA1999'NORTHEAST OF A POWERLINE POLE AND 1 FOOT NORTH OF A 4 IN BY 4 IN
 LA1999'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
 LA1999'EXCESSIVELY DRIED-OUT SOIL BUT NOT PERCEPTIBLY TILTED, ESSENTIALLY
 LA1999'AS ORIGINALLY DESCRIBED EXCEPT FOR SUCH AS REMOVED GRAIN-STORAGE
 LA1999'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
 LA1999'INDIANA AND 224 U.S. HWYS. (6-1/2 MILES N OF BLUFFTON), 59 FEET N OF
 LA1999'CENTER LINE OF 24-FOOT ASPHALT PAVEMENT OF HWY., 25.6 FEET NE OF
 LA1999'CENTER OF NO. 19198 CREOSOTED TELEPHONE POLE, STANDARD DISKS ARE
 LA1999'STAMPED KINGSLAND 1955 AND SET IN MARKS WITH THE UPPER MARK
 LA1999'ABOUT 1.5 FEET 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
 LA1999'HWY., 0.2 FOOT LOWER THAN SAME, 1-1/2 FEET N OF NO. 55/111 POWER
 LA1999'POLE, AND 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,
 LA1999'AND 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
 LA1999'STATION, ABOUT 51 YARDS W OF PROJECTED PLANE OF W WALL OF FRAME HOUSE
 LA1999'ON N SIDE OF HWY., 37-1/2 FEET S OF CENTER LINE OF HWY., 0.6
 LA1999'FOOT LOWER THAN SAME, 2.6 FEET ENE OF NO. 55/104 CREOSOTED POWER
 LA1999'POLE, AND 2.6 FEET W OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3341 ***********************************************************************
 JZ3341  DESIGNATION -  KINGSTON
 JZ3341  PID         -  JZ3341
 JZ3341  STATE/COUNTY-  IN/DECATUR
 JZ3341  USGS QUAD   -  CLARKSBURG (1993)
 JZ3341
 JZ3341                         *CURRENT SURVEY CONTROL
 JZ3341  ___________________________________________________________________
 JZ3341* NAD 83(1997)-  39 22 48.39891(N)    085 22 20.36106(W)     ADJUSTED  
 JZ3341* NAVD 88     -       332.99   (+/-2cm)    1092.5    (feet)  VERTCON   
 JZ3341  ___________________________________________________________________
 JZ3341  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 JZ3341  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ3341
 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ3341
 JZ3341.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3341
 JZ3341.The geoid height was determined by GEOID03.
 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     -   0.99995310  x   0.99997458  =   0.99992768
 JZ3341!UTM  16      -   0.99995310  x   0.99984198  =   0.99979509
 JZ3341
 JZ3341:                Primary Azimuth Mark                     Grid Az
 JZ3341:SPC IN E     -  MILROY AIRPORT AWY BCN S 5               002 29 21.7
 JZ3341:UTM  16      -  MILROY AIRPORT AWY BCN S 5               001 38 35.7
 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 (07/19/86)  333.12   (m)         1092.9    (f) LEVELING    3  
 JZ3341
 JZ3341.Superseded values are not recommended for survey control.
 JZ3341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3341.See file dsdata.txt to determine how the superseded data were derived.
 JZ3341
 JZ3341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4019060223(NAD 83)
 JZ3341_MARKER: DS = TRIANGULATION STATION DISK
 JZ3341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3341_STAMPING: KINGSTON
 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 = OCTOBER  6, 2006
 KA1948 ***********************************************************************
 KA1948  DESIGNATION -  KINNICK
 KA1948  PID         -  KA1948
 KA1948  STATE/COUNTY-  IN/JOHNSON
 KA1948  USGS QUAD   -  GREENWOOD (1992)
 KA1948
 KA1948                         *CURRENT SURVEY CONTROL
 KA1948  ___________________________________________________________________
 KA1948* NAD 83(1997)-  39 37 25.73626(N)    086 03 07.47182(W)     ADJUSTED  
 KA1948* NAVD 88     -       272.     (meters)     892.     (feet)  SCALED    
 KA1948  ___________________________________________________________________
 KA1948  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 KA1948  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KA1948
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1948
 KA1948.The geoid height was determined by GEOID03.
 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     -   0.99996258  x   0.99998014  =   0.99994272
 KA1948!UTM  16      -   0.99996258  x   0.99968149  =   0.99964408
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1948.See file dsdata.txt to determine how the superseded data were derived.
 KA1948
 KA1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ8135886435(NAD 83)
 KA1948_MARKER: DS = TRIANGULATION STATION DISK
 KA1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2664 ***********************************************************************
 LB2664  DESIGNATION -  KINSER
 LB2664  PID         -  LB2664
 LB2664  STATE/COUNTY-  IN/WHITE
 LB2664  USGS QUAD   -  FRANCESVILLE (1986)
 LB2664
 LB2664                         *CURRENT SURVEY CONTROL
 LB2664  ___________________________________________________________________
 LB2664* NAD 83(1997)-  40 54 37.34705(N)    086 52 36.94548(W)     ADJUSTED  
 LB2664* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 LB2664  ___________________________________________________________________
 LB2664  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 LB2664  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 LB2664
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2664
 LB2664.The geoid height was determined by GEOID03.
 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     -   0.99997157  x   0.99997039  =   0.99994196
 LB2664!UTM  16      -   0.99997157  x   0.99960132  =   0.99957290
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2664.See file dsdata.txt to determine how the superseded data were derived.
 LB2664
 LB2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1036428815(NAD 83)
 LB2664_MARKER: DS = TRIANGULATION STATION DISK
 LB2664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2523 ***********************************************************************
 LB2523  DESIGNATION -  KIRKLIN
 LB2523  PID         -  LB2523
 LB2523  STATE/COUNTY-  IN/CLINTON
 LB2523  USGS QUAD   -  KIRKLIN (1977)
 LB2523
 LB2523                         *CURRENT SURVEY CONTROL
 LB2523  ___________________________________________________________________
 LB2523* NAD 83(1997)-  40 10 56.56303(N)    086 20 15.46103(W)     ADJUSTED  
 LB2523* NAVD 88     -       284.     (meters)     932.     (feet)  SCALED    
 LB2523  ___________________________________________________________________
 LB2523  X           -     311,710.245 (meters)                     COMP
 LB2523  Y           -  -4,869,890.691 (meters)                     COMP
 LB2523  Z           -   4,093,638.500 (meters)                     COMP
 LB2523  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 LB2523  ELLIP HEIGHT-         249.16  (meters)          (05/25/99) GPS OBS
 LB2523  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 LB2523
 LB2523  HORZ ORDER  -  FIRST
 LB2523  ELLP ORDER  -  FOURTH    CLASS I
 LB2523
 LB2523.The horizontal coordinates were established by classical geodetic methods
 LB2523.and adjusted by the National Geodetic Survey in May 1999..
 LB2523
 LB2523.The orthometric height was scaled from a topographic map.
 LB2523
 LB2523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2523
 LB2523.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2523
 LB2523.The ellipsoidal height was determined by GPS observations
 LB2523.and is referenced to NAD 83.
 LB2523
 LB2523.The geoid height was determined by GEOID03.
 LB2523
 LB2523;                    North         East     Units Scale Factor Converg.
 LB2523;SPC IN W     -   548,034.286   963,507.100   MT  1.00001630   +0 28 52.2
 LB2523;SPC IN W     - 1,798,009.15  3,161,106.21   sFT  1.00001630   +0 28 52.2
 LB2523;SPC IN E     -   547,983.507    42,858.424   MT  1.00000685   -0 25 58.6
 LB2523;SPC IN E     - 1,797,842.56    140,611.35   sFT  1.00000685   -0 25 58.6
 LB2523;UTM  16      - 4,448,210.094   556,389.375   MT  0.99963914   +0 25 38.6
 LB2523
 LB2523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2523!SPC IN W     -   0.99996091  x   1.00001630  =   0.99997721
 LB2523!SPC IN E     -   0.99996091  x   1.00000685  =   0.99996776
 LB2523!UTM  16      -   0.99996091  x   0.99963914  =   0.99960007
 LB2523
 LB2523:                Primary Azimuth Mark                     Grid Az
 LB2523:SPC IN W     -  WILSON MILK STK NEAR SHERIDAN            118 40 54.8
 LB2523:SPC IN E     -  WILSON MILK STK NEAR SHERIDAN            119 35 45.6
 LB2523:UTM  16      -  WILSON MILK STK NEAR SHERIDAN            118 44 08.4
 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 2143700.9 |
 LB2523| CC9526 KIRKLIN RM 2                         33.842 METERS 27228     |
 LB2523| LB2524 KIRKLIN MUNICIPAL TANK              APPROX. 2.2 KM 3022355.1 |
 LB2523| CC9524 KIRKLIN AZ MK                                      3451914.8 |
 LB2523|---------------------------------------------------------------------|
 LB2523
 LB2523                          SUPERSEDED SURVEY CONTROL
 LB2523
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2523.See file dsdata.txt to determine how the superseded data were derived.
 LB2523
 LB2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5638948210(NAD 83)
 LB2523_MARKER: DS = TRIANGULATION STATION DISK
 LB2523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2523_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2524 ***********************************************************************
 LB2524  DESIGNATION -  KIRKLIN MUNICIPAL TANK
 LB2524  PID         -  LB2524
 LB2524  STATE/COUNTY-  IN/CLINTON
 LB2524  USGS QUAD   -  KIRKLIN (1977)
 LB2524
 LB2524                         *CURRENT SURVEY CONTROL
 LB2524  ___________________________________________________________________
 LB2524* NAD 83(1997)-  40 11 35.22949(N)    086 21 34.93089(W)     ADJUSTED  
 LB2524* NAVD 88     -                                                        
 LB2524  ___________________________________________________________________
 LB2524  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 LB2524  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 LB2524
 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
 LB2524.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2524
 LB2524.The geoid height was determined by GEOID03.
 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;SPC IN E     -   549,190.548    40,987.732   MT  1.00000952   -0 26 50.2
 LB2524;SPC IN E     - 1,801,802.66    134,473.92   sFT  1.00000952   -0 26 50.2
 LB2524;UTM  16      - 4,449,388.472   554,501.468   MT  0.99963657   +0 24 47.6
 LB2524
 LB2524                          SUPERSEDED SURVEY CONTROL
 LB2524
 LB2524  NAD 83(1986)-  40 11 35.23708(N)    086 21 34.94583(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2524.See file dsdata.txt to determine how the superseded data were derived.
 LB2524
 LB2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5450149388(NAD 83)
 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 = OCTOBER  6, 2006
 LA2011 ***********************************************************************
 LA2011  DESIGNATION -  KITT
 LA2011  PID         -  LA2011
 LA2011  STATE/COUNTY-  IN/JAY
 LA2011  USGS QUAD   -  DOMESTIC (1992)
 LA2011
 LA2011                         *CURRENT SURVEY CONTROL
 LA2011  ___________________________________________________________________
 LA2011* NAD 83(1997)-  40 30 40.77281(N)    085 05 08.92938(W)     ADJUSTED  
 LA2011* NAVD 88     -       291.     (meters)     955.     (feet)  SCALED    
 LA2011  ___________________________________________________________________
 LA2011  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 LA2011  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 LA2011
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2011
 LA2011.The geoid height was determined by GEOID03.
 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     -   0.99995966  x   0.99999648  =   0.99995614
 LA2011!UTM  16      -   0.99995966  x   0.99992374  =   0.99988340
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2011.See file dsdata.txt to determine how the superseded data were derived.
 LA2011
 LA2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK6217486272(NAD 83)
 LA2011_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2011_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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, 4
 LA2011'MILES EAST OF PENNVILLE, 54 FEET WEST OF A GRAVEL ROAD, 52 FEET NORTH
 LA2011'OF A WIRE FENCE, 43.5 FEET NORTHWEST
 LA2011'OF A POWERLINE POLE, 33.4 FEET WEST OF A WIRE FENCE,
 LA2011'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
 LA2011'HIGHWAY 1 FOR 0.4 MILE TO A CROSS STREET, TURN RIGHT (EAST) AND
 LA2011'FOLLOW A MACADAM ROAD FOR 3.4 MILES
 LA2011'TO A CROSS ROAD, TURN LEFT (NORTH) AND GO ON A GRAVEL ROAD
 LA2011'FOR 1 MILE TO A CROSS ROAD, CONTINUE (NORTH)
 LA2011'ON GRAVEL ROAD FOR 0.1 MILE TO THE FARM
 LA2011'HOME OF MRS. SCHEMENAUR ON THE LEFT AND THE STATION AS
 LA2011'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)
 LA2011'AND GO ON GRAVEL ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT
 LA2011'AS DESCRIBED.
 LA2011'
 LA2011'THE STATION MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND, AND
 LA2011'THE DISK IS STAMPED KITT
 LA2011'1955.
 LA2011'
 LA2011'REFERENCE MARK 1 IS 20 FEET WEST OF THE CENTER OF THE GRAVEL ROAD,
 LA2011'AND 1 FOOT WEST OF A WIRE
 LA2011'FENCE.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2011'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
 LA2011'CORNER.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 LA2011'KITT NO 2 1955.
 LA2011'
 LA2011'THE AZIMUTH MARK IS 51 FEET NORTH OF THE NORTHWEST CORNER OF MR.
 LA2011'JACOB S. BINEGARS FARM HOME, 15
 LA2011'FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 15 FEET WEST OF A FENCE
 LA2011'CORNER, 13 FEET WEST OF A TELEPHONE
 LA2011'POLE, 1.5 FEET WEST OF A WHITE 4 IN BY 4 IN WITNESS POST,
 LA2011'AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK
 LA2011'PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 LA2011'KITT 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'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 LA2011'DESCRIBED.
 LA2011'
 LA2011'ABOUT 0.4 MILE N ALONG NO. 1 INDIANA HWY. (UNION STREET) FROM ITS
 LA2011'JUNCTION WITH NO. 22 INDIANA HWY. ON S EDGE OF PENNVILLE AND ABOUT
 LA2011'100 YARDS NE OF BRIDGE OVER SALAMONIE RIVER AND TURN RIGHT, THENCE
 LA2011'3.4 MILE E ON LAGRO STREET AND NO. 60 COUNTY ROAD TO SUGAR GROVE
 LA2011'CHURCH OF NAZARENE AND TURN LEFT, THENCE 1.1 MILE N ON NO. 85
 LA2011'COUNTY ROAD TO TOP OF HILL AT HOUSE AND STATION ON LEFT, 92 FEET
 LA2011'NNE OF NE CORNER HOUSE, 23 FEET E OF PROJECTED PLANE OF E WALL OF
 LA2011'SAME, 55 FEET W OF CENTER LINE OF GRAVEL ROAD, 43.5 FEET NW OF A
 LA2011'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
 LA2011'OF FENCE CORNER.
 LA2011'
 LA2011'AZIMUTH MARK STAMPED KITT 1955, PROJECTS 0.4 FOOT, IS ABOUT 0.4 MILE
 LA2011'S 79 DEG 14 MIN E FROM THE STATION, 24-1/2 FEET W.
 LA2011'OF PROJECTED PLANE OF W WALL OF A FRAME HOUSE, 17-1/2 FEET S OF
 LA2011'CENTER LINE OF GRAVELED ROAD, 0.1 FOOT LOWER THAN SAME, AND 1.9 FEET
 LA2011'E OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0795 ***********************************************************************
 LA0795  DESIGNATION -  KK 189
 LA0795  PID         -  LA0795
 LA0795  STATE/COUNTY-  IN/ALLEN
 LA0795  USGS QUAD   -  OSSIAN (1981)
 LA0795
 LA0795                         *CURRENT SURVEY CONTROL
 LA0795  ___________________________________________________________________
 LA0795* NAD 83(1986)-  40 55 21.     (N)    085 10 00.     (W)     SCALED    
 LA0795* NAVD 88     -       247.565  (meters)     812.22   (feet)  ADJUSTED  
 LA0795  ___________________________________________________________________
 LA0795  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 LA0795  DYNAMIC HT  -         247.456 (meters)     811.86  (feet)  COMP
 LA0795  MODELED GRAV-     980,175.3   (mgal)                       NAVD 88
 LA0795
 LA0795  VERT ORDER  -  SECOND    CLASS 0
 LA0795
 LA0795.The horizontal coordinates were scaled from a topographic map and have
 LA0795.an estimated accuracy of +/- 6 seconds.
 LA0795
 LA0795.The orthometric height was determined by differential leveling
 LA0795.and adjusted by the National Geodetic Survey in June 1991..
 LA0795
 LA0795.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0795.See file dsdata.txt to determine how the superseded data were derived.
 LA0795
 LA0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL543317(NAD 83)
 LA0795_MARKER: DB = BENCH MARK DISK
 LA0795_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0795_SP_SET: CATCH BASIN CURB
 LA0795_STAMPING: KK-189-1946
 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             NGS
 LA0795
 LA0795                          STATION DESCRIPTION
 LA0795
 LA0795'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME2340 ***********************************************************************
 ME2340  DESIGNATION -  KLEIN
 ME2340  PID         -  ME2340
 ME2340  STATE/COUNTY-  IN/MARSHALL
 ME2340  USGS QUAD   -  PLYMOUTH (1980)
 ME2340
 ME2340                         *CURRENT SURVEY CONTROL
 ME2340  ___________________________________________________________________
 ME2340* NAD 83(1997)-  41 16 50.57397(N)    086 15 57.73321(W)     ADJUSTED  
 ME2340* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 ME2340  ___________________________________________________________________
 ME2340  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 ME2340  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 ME2340
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2340
 ME2340.The geoid height was determined by GEOID03.
 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     -   0.99996390  x   0.99999768  =   0.99996158
 ME2340!UTM  16      -   0.99996390  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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2340.See file dsdata.txt to determine how the superseded data were derived.
 ME2340
 ME2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6146570180(NAD 83)
 ME2340_MARKER: DS = TRIANGULATION STATION DISK
 ME2340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 INC
 ME2340'
 ME2340'KLEIN 1952 GOOD
 ME2340'KLEIN 1952 (ATIM)
 ME2340'GOOD
 ME2340'KLEIN NO 1 1952 GOOD
 ME2340'KLEIN NO 2 1952 GOOD
 ME2340'
 ME2340'SLOPE DISTANCE FROM AZIM. MARK TO KLEIN EQUALS 5,294.730 MEASURED
 ME2340'WITH HP 3800 A.
 ME2340'VERT. ANGLE EQUALS 90-22-22 MEASURED WITH LIFT TM 20 TRANSIT
 ME2340'
 ME2340'5 MILES 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 = OCTOBER  6, 2006
 ME2353 ***********************************************************************
 ME2353  DESIGNATION -  KNEISLEY
 ME2353  PID         -  ME2353
 ME2353  STATE/COUNTY-  IN/LA PORTE
 ME2353  USGS QUAD   -  HAMLET (1977)
 ME2353
 ME2353                         *CURRENT SURVEY CONTROL
 ME2353  ___________________________________________________________________
 ME2353* NAD 83(1997)-  41 29 09.74793(N)    086 35 13.26505(W)     ADJUSTED  
 ME2353* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 ME2353  ___________________________________________________________________
 ME2353  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 ME2353  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME2353
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2353
 ME2353.The geoid height was determined by GEOID03.
 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;SPC IN E     -   692,944.392    23,139.836   MT  1.00003934   -0 36 34.9
 ME2353;SPC IN E     - 2,273,435.06     75,917.95   sFT  1.00003934   -0 36 34.9
 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     -   0.99997254  x   0.99998780  =   0.99996034
 ME2353!SPC IN E     -   0.99997254  x   1.00003934  =   1.00001188
 ME2353!UTM  16      -   0.99997254  x   0.99961463  =   0.99958718
 ME2353
 ME2353|---------------------------------------------------------------------|
 ME2353| PID    Reference Object                     Distance      Geod. Az  |
 ME2353|                                                           dddmmss.s |
 ME2353| ME2354 TT 41 F USGS 1952                     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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2353.See file dsdata.txt to determine how the superseded data were derived.
 ME2353
 ME2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3447692797(NAD 83)
 ME2353_MARKER: DS = TRIANGULATION STATION DISK
 ME2353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2353'33 FEET WEST OF A POWER LINE POLE, 27 FEET NORTHWEST OF THE CENTER OF
 ME2353'A PAVED ROAD, 13 FEET SOUTHWEST OF A
 ME2353'WHITE WITNESS POST AND 2 FEET EAST OF A FENCE LINE.
 ME2353'THE MARK PORJECTS 2 INCHES AND THE DISK IS STAMPED
 ME2353'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
 ME2353'ROAD AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES
 ME2353'AND THE DISK IS STAMPED KNEISLEY NO 1
 ME2353'1952.
 ME2353'
 ME2353'TT 41 F (USGS) BM IS USED AS A REFERENCE MARK.  IT IS 45 FEET NORTH
 ME2353'OF THE CENTER OF THE ROAD, 30
 ME2353'FEET NORTHWEST OF A POWER LINE POLE AND 1 FOOT WEST OF A FENCE LINE.
 ME2353'THE MARK IS A 6 BY 6 INCH CONCRETE
 ME2353'POST, FLUSH, WITH A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 ME2353'MARK DISK ATOP 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
 ME2353'PAVED ROAD, 6 FEET NORTHWEST OF A WHITE WITNESS POST, 4 FEET
 ME2353'SOUTHEAST OF A POWER LINE POLE AND 1
 ME2353'FOOT SOUTHWEST OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE
 ME2353'DISK IS STAMPED KNEISLEY 1952.
 ME2353'
 ME2353'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 6 AND
 ME2353'STATE HIGHWAY 23, IN WALKERTON,
 ME2353'GO WEST ON HIGHWAY 6 FOR 5.8 MILES TO A T-ROAD, NORTH, TURN RIGHT AND
 ME2353'GO NORTH FOR 0.6 MILE TO THE B AND
 ME2353'O RAILROAD TRACKS, CROSS TRACKS AND CONTINUE ON ROAD FOR
 ME2353'0.3 MILE TO A RIGHT ANGLE IN THE ROAD AND THE
 ME2353'STATION AS DESCRIBED, TURN RIGHT AND GO
 ME2353'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 = OCTOBER  6, 2006
 ME2551 ***********************************************************************
 ME2551  DESIGNATION -  KNIGHT
 ME2551  PID         -  ME2551
 ME2551  STATE/COUNTY-  IN/NEWTON
 ME2551  USGS QUAD   -  SHELBY (1992)
 ME2551
 ME2551                         *CURRENT SURVEY CONTROL
 ME2551  ___________________________________________________________________
 ME2551* NAD 83(1997)-  41 08 40.09447(N)    087 21 32.35557(W)     ADJUSTED  
 ME2551* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 ME2551  ___________________________________________________________________
 ME2551  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 ME2551  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME2551
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2551
 ME2551.The geoid height was determined by GEOID03.
 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     -   0.99997311  x   0.99997325  =   0.99994636
 ME2551!UTM  16      -   0.99997311  x   0.99961117  =   0.99958429
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2551.See file dsdata.txt to determine how the superseded data were derived.
 ME2551
 ME2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6987554857(NAD 83)
 ME2551_MARKER: DS = TRIANGULATION STATION DISK
 ME2551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2551
 ME2551  HISTORY     - Date     Condition        Report By
 ME2551  HISTORY     - 1952     MONUMENTED       CGS
 ME2551  HISTORY     - 1967     GOOD             CGS
 ME2551  HISTORY     - 1977     GOOD             NGS
 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
 ME2551'ABOUT 4 MILES EAST OF LAKE VILLAGE AND 1-1/4 MILES WEST OF THE
 ME2551'JUNCTION OF STATE HIGHWAYS 10 AND 55.
 ME2551'IT IS 41 FEET SOUTH OF CENTER OF HIGHWAY 10, 22 FEET SOUTHEAST
 ME2551'OF AN 8 INCH WALNUT TREE WITH A TRIANGLE
 ME2551'BLAZE AND 6 FEET WEST OF A WHITE WITNESS
 ME2551'POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 ME2551'STAMPED KNIGHT 1952.
 ME2551'
 ME2551'REFERENCE MARK NO. 1 IS 34 FEET NORTH OF CENTER OF HIGHWAY, 12 FEET
 ME2551'NORTH OF A 10 INCH CATALPA
 ME2551'TREE AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 3 INCHES
 ME2551'AND THE DISK IS STAMPED KNIGHT NO 1
 ME2551'1952.
 ME2551'
 ME2551'REFERENCE MARK NO. 2 IS 30 FEET NORTH OF CENTER OF HIGHWAY, 4 FEET
 ME2551'EAST OF A 10 INCH CATALPA
 ME2551'TREE AND 2 FEET SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 ME2551'AND THE DISK IS STAMPED KNIGHT NO
 ME2551'2 1952.
 ME2551'
 ME2551'AZIMUTH MARK IS 33 FEET SOUTH OF CENTER OF HIGHWAY 10, 3 FEET
 ME2551'NORTHWEST OF A WHITE
 ME2551'WITNESS POST AND 2 FEET NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 8
 ME2551'INCHES AND THE DISK IS STAMPED
 ME2551'KNIGHT 1952.
 ME2551'
 ME2551'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 55,
 ME2551'WHICH IS ABOUT 5 MILES
 ME2551'EAST OF LAKE VILLAGE, GO WEST ON STATE HIGHWAY 10 FOR 1.0 MILE TO THE
 ME2551'AZIMUTH MARK ON THE LEFT AS
 ME2551'DESCRIBED.  CONTINUE WEST ON HIGHWAY 10 FOR 0.25 MILE TO
 ME2551'THE STATION ON THE LEFT 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
 ME2551'IN GOOD CONDITION.
 ME2551'THE MONUMENT OF THE AZIMUTH MARK WAS FOUND UPROOTED
 ME2551'AND THE DISK GONE.  THE AZIMUTH MARK
 ME2551'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
 ME2551'PROBALLY BY ROAD WORK.  REFERENCE MARK 1 WAS FOUND UPROOTED AND
 ME2551'APPEARED TO HAVE BEEN DESTROYED WHEN TELEPHONE UNDERGROUND CABLES
 ME2551'WERE INSTALLED.  REFERENCE MARK 3 WAS SET.  THERE WAS NO OBJECT
 ME2551'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
 ME2551'AT THE STATION SITE.
 ME2551'
 ME2551'REFERENCE MARK 3 IS 23 FEET SOUTH OF THE CENTERLINE OF STATE
 ME2551'HIGHWAY 10, 1-FOOT EAST OF A METAL WITNESS POST AND 1-FOOT WEST OF
 ME2551'A TELEPHONE POLE.  THE MONUMENT IS FLUSH AND THE DISK STAMPED
 ME2551'KNIGHT 1952 NO 3 1977.
 ME2551'
 ME2551'NO MEASUREMENT R.M. 2 TO R.M. 3.  TRAFFIC TOO HEAVY AND THE
 ME2551'VISIBILITY OF ONCOMMING VEHICLES POOR.
 ME2551'
 ME2551'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES EAST OF
 ME2551'LAKE VILLAGE.
 ME2551'
 ME2551'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3386 ***********************************************************************
 JZ3386  DESIGNATION -  KNIGHT
 JZ3386  PID         -  JZ3386
 JZ3386  STATE/COUNTY-  IN/HANCOCK
 JZ3386  USGS QUAD   -  MORRISTOWN (1956)
 JZ3386
 JZ3386                         *CURRENT SURVEY CONTROL
 JZ3386  ___________________________________________________________________
 JZ3386* NAD 83(1997)-  39 43 39.08179(N)    085 38 31.54955(W)     ADJUSTED  
 JZ3386* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 JZ3386  ___________________________________________________________________
 JZ3386  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 JZ3386  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ3386
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3386
 JZ3386.The geoid height was determined by GEOID03.
 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  =   0.99992767
 JZ3386!UTM  16      -   0.99996095  x   0.99976672  =   0.99972768
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3386.See file dsdata.txt to determine how the superseded data were derived.
 JZ3386
 JZ3386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1637298397(NAD 83)
 JZ3386_MARKER: DS = TRIANGULATION STATION DISK
 JZ3386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3386
 JZ3386  HISTORY     - Date     Condition        Report By
 JZ3386  HISTORY     - 1939     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3383 ***********************************************************************
 JZ3383  DESIGNATION -  KNIGHTSTOWN IND SOLDIERS STK
 JZ3383  PID         -  JZ3383
 JZ3383  STATE/COUNTY-  IN/RUSH
 JZ3383  USGS QUAD   -  KNIGHTSTOWN (1981)
 JZ3383
 JZ3383                         *CURRENT SURVEY CONTROL
 JZ3383  ___________________________________________________________________
 JZ3383* NAD 83(1997)-  39 46 08.91648(N)    085 31 11.63304(W)     ADJUSTED  
 JZ3383* NAVD 88     -                                                        
 JZ3383  ___________________________________________________________________
 JZ3383  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 JZ3383  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JZ3383
 JZ3383  HORZ ORDER  -  THIRD
 JZ3383
 JZ3383.The horizontal coordinates were established by classical geodetic methods
 JZ3383.and adjusted by the National Geodetic Survey in May 1999..
 JZ3383
 JZ3383
 JZ3383.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3383
 JZ3383.The geoid height was determined by GEOID03.
 JZ3383
 JZ3383;                    North         East     Units Scale Factor Converg.
 JZ3383;SPC IN E     -   501,896.236   112,574.824   MT  0.99996861   +0 05 38.0
 JZ3383;SPC IN E     - 1,646,637.90    369,339.24   sFT  0.99996861   +0 05 38.0
 JZ3383;UTM  16      - 4,403,182.465   626,768.082   MT  0.99979784   +0 56 49.0
 JZ3383
 JZ3383                          SUPERSEDED SURVEY CONTROL
 JZ3383
 JZ3383  NAD 83(1995)-  39 46 08.91742(N)    085 31 11.64263(W) AD(       ) 4
 JZ3383  NAD 83(1986)-  39 46 08.91785(N)    085 31 11.64792(W) AD(       ) 4
 JZ3383  NAD 27      -  39 46 08.75400(N)    085 31 11.73900(W) AD(       ) 3
 JZ3383
 JZ3383.Superseded values are not recommended for survey control.
 JZ3383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3383.See file dsdata.txt to determine how the superseded data were derived.
 JZ3383
 JZ3383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK2676803182(NAD 83)
 JZ3383_MARKER: 63 = STACK
 JZ3383
 JZ3383  HISTORY     - Date     Condition        Report By
 JZ3383  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3383  HISTORY     - 20030511 MARK NOT FOUND   GEOCAC
 JZ3383
 JZ3383                          STATION DESCRIPTION
 JZ3383
 JZ3383'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3383'A STACK ON THE GROUNDS OF THE INDIANA SOLDIERS, SAILORS AND CHILDRENS
 JZ3383'HOME ABOUT 1.9 MILES SOUTH OF KNIGHTSTOWN, AND ABOUT 200 FEET
 JZ3383'WEST OF STATE HIGHWAY 140. IT IS CONNECTED WITH THE POWER-HOUSE OF
 JZ3383'THE INSTITUTION.
 JZ3383'
 JZ3383'THE STACK IS CONSTRUCTED OF RED BRICK, IS ABOUT 18 FEET IN DIAMETER
 JZ3383'AT ITS BASE, ABOUT 10 FEET IN DIAMETER AT ITS TOP, 181 FEET
 JZ3383'HIGH, AND WAS BUILT IN 1930.
 JZ3383
 JZ3383                          STATION RECOVERY (2003)
 JZ3383
 JZ3383'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ3383'THE POWER PLANT REMAINS BUT THE STACK IS GONE.
 JZ3383' 
 JZ3383' 
 JZ3383' 
 JZ3383' 
 JZ3383' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3382 ***********************************************************************
 JZ3382  DESIGNATION -  KNIGHTSTOWN SOLDIERS TANK
 JZ3382  PID         -  JZ3382
 JZ3382  STATE/COUNTY-  IN/RUSH
 JZ3382  USGS QUAD   -  KNIGHTSTOWN (1981)
 JZ3382
 JZ3382                         *CURRENT SURVEY CONTROL
 JZ3382  ___________________________________________________________________
 JZ3382* NAD 83(1997)-  39 46 06.27702(N)    085 31 13.00605(W)     ADJUSTED  
 JZ3382* NAVD 88     -                                                        
 JZ3382  ___________________________________________________________________
 JZ3382  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 JZ3382  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JZ3382
 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
 JZ3382.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3382
 JZ3382.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3382
 JZ3382  NAD 83(1995)-  39 46 06.27796(N)    085 31 13.01564(W) AD(       ) 4
 JZ3382  NAD 83(1986)-  39 46 06.27829(N)    085 31 13.02090(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3382.See file dsdata.txt to determine how the superseded data were derived.
 JZ3382
 JZ3382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK2673703101(NAD 83)
 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' 
 JZ3382' 
 JZ3382' 
 JZ3382' 
 JZ3382' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1675 ***********************************************************************
 JA1675  DESIGNATION -  KNOBS
 JA1675  PID         -  JA1675
 JA1675  STATE/COUNTY-  IN/JACKSON
 JA1675  USGS QUAD   -  KURTZ (1994)
 JA1675
 JA1675                         *CURRENT SURVEY CONTROL
 JA1675  ___________________________________________________________________
 JA1675* NAD 83(1997)-  38 52 32.79646(N)    086 11 27.65121(W)     ADJUSTED  
 JA1675* NAVD 88     -       262.62   (+/-2cm)     861.6    (feet)  VERTCON   
 JA1675  ___________________________________________________________________
 JA1675  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 JA1675  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 JA1675
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1675
 JA1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1675
 JA1675.The geoid height was determined by GEOID03.
 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     -   0.99996402  x   0.99999215  =   0.99995617
 JA1675!SPC IN W     -   0.99996402  x   1.00004047  =   1.00000449
 JA1675!UTM  16      -   0.99996402  x   0.99966064  =   0.99962467
 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 (07/19/86)  262.73   (m)          862.0    (f) LEVELING    3  
 JA1675
 JA1675.Superseded values are not recommended for survey control.
 JA1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1675.See file dsdata.txt to determine how the superseded data were derived.
 JA1675
 JA1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7017403302(NAD 83)
 JA1675_MARKER: DS = TRIANGULATION STATION DISK
 JA1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2424 ***********************************************************************
 LB2424  DESIGNATION -  KNOX
 LB2424  PID         -  LB2424
 LB2424  STATE/COUNTY-  IN/CASS
 LB2424  USGS QUAD   -  LOGANSPORT (1987)
 LB2424
 LB2424                         *CURRENT SURVEY CONTROL
 LB2424  ___________________________________________________________________
 LB2424* NAD 83(1997)-  40 45 45.25565(N)    086 21 30.64543(W)     ADJUSTED  
 LB2424* NAVD 88     -       195.37   (+/-2cm)     641.0    (feet)  VERTCON   
 LB2424  ___________________________________________________________________
 LB2424  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 LB2424  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 LB2424
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2424
 LB2424.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2424
 LB2424.The geoid height was determined by GEOID03.
 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     -   0.99997470  x   1.00000865  =   0.99998335
 LB2424!SPC IN W     -   0.99997470  x   1.00001275  =   0.99998745
 LB2424!UTM  16      -   0.99997470  x   0.99963608  =   0.99961079
 LB2424
 LB2424|---------------------------------------------------------------------|
 LB2424| PID    Reference Object                     Distance      Geod. Az  |
 LB2424|                                                           dddmmss.s |
 LB2424| LB2421 HORNEY                              276.475 METERS 02042     |
 LB2424| LB2431 LEONDA 1920                         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  NGVD 29 (07/19/86)  195.49   (m)          641.4    (f) LEVELING    3  
 LB2424
 LB2424.Superseded values are not recommended for survey control.
 LB2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2424.See file dsdata.txt to determine how the superseded data were derived.
 LB2424
 LB2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5414312599(NAD 83)
 LB2424_MARKER: DS = TRIANGULATION STATION DISK
 LB2424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME0691 ***********************************************************************
 ME0691  DESIGNATION -  KNOX 2
 ME0691  PID         -  ME0691
 ME0691  STATE/COUNTY-  IN/STARKE
 ME0691  USGS QUAD   -  KNOX EAST (1969)
 ME0691
 ME0691                         *CURRENT SURVEY CONTROL
 ME0691  ___________________________________________________________________
 ME0691* NAD 83(1997)-  41 17 05.90950(N)    086 37 14.91172(W)     ADJUSTED  
 ME0691* NAVD 88     -       217.04   (+/-2cm)     712.1    (feet)  VERTCON   
 ME0691  ___________________________________________________________________
 ME0691  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 ME0691  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0691
 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.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.The vertical order pertains to the NGVD 29 superseded value.
 ME0691
 ME0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME0691
 ME0691.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 (04/16/04)  217.13   (m)          712.4    (f) RESET       3  
 ME0691
 ME0691.Superseded values are not recommended for survey control.
 ME0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0691.See file dsdata.txt to determine how the superseded data were derived.
 ME0691
 ME0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3175370462(NAD 83)
 ME0691_MARKER: DS = TRIANGULATION STATION DISK
 ME0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0691_STAMPING: KNOX 2 1974
 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 = OCTOBER  6, 2006
 ME0692 ***********************************************************************
 ME0692  DESIGNATION -  KNOX 2 RM 3
 ME0692  PID         -  ME0692
 ME0692  STATE/COUNTY-  IN/STARKE
 ME0692  USGS QUAD   -  KNOX EAST (1969)
 ME0692
 ME0692                         *CURRENT SURVEY CONTROL
 ME0692  ___________________________________________________________________
 ME0692* NAD 83(1986)-  41 17 05.     (N)    086 37 14.     (W)     SCALED    
 ME0692* NAVD 88     -       217.28   (+/-2cm)     712.9    (feet)  VERTCON   
 ME0692  ___________________________________________________________________
 ME0692  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0692
 ME0692  VERT ORDER  -  THIRD (See Below)
 ME0692
 ME0692.The horizontal coordinates were scaled from a topographic map and have
 ME0692.an estimated accuracy of +/- 6 seconds.
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME0692
 ME0692.The geoid height was determined by GEOID03.
 ME0692
 ME0692;                    North         East    Units  Estimated Accuracy
 ME0692;SPC IN W     -   670,280.      938,770.      MT  (+/- 180 meters Scaled)
 ME0692
 ME0692                          SUPERSEDED SURVEY CONTROL
 ME0692
 ME0692  NGVD 29 (04/16/04)  217.37   (m)          713.2    (f) RESET       3  
 ME0692
 ME0692.Superseded values are not recommended for survey control.
 ME0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0692.See file dsdata.txt to determine how the superseded data were derived.
 ME0692
 ME0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL317704(NAD 83)
 ME0692_MARKER: DR = REFERENCE MARK DISK
 ME0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0692_STAMPING: KNOX 2 NO 3 1974
 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
 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 = OCTOBER  6, 2006
 ME0693 ***********************************************************************
 ME0693  DESIGNATION -  KNOX 2 RM 4
 ME0693  PID         -  ME0693
 ME0693  STATE/COUNTY-  IN/STARKE
 ME0693  USGS QUAD   -  KNOX EAST (1969)
 ME0693
 ME0693                         *CURRENT SURVEY CONTROL
 ME0693  ___________________________________________________________________
 ME0693* NAD 83(1986)-  41 17 05.     (N)    086 37 15.     (W)     SCALED    
 ME0693* NAVD 88     -       217.12   (+/-2cm)     712.3    (feet)  VERTCON   
 ME0693  ___________________________________________________________________
 ME0693  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0693
 ME0693  VERT ORDER  -  THIRD (See Below)
 ME0693
 ME0693.The horizontal coordinates were scaled from a topographic map and have
 ME0693.an estimated accuracy of +/- 6 seconds.
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME0693
 ME0693.The geoid height was determined by GEOID03.
 ME0693
 ME0693;                    North         East    Units  Estimated Accuracy
 ME0693;SPC IN W     -   670,280.      938,740.      MT  (+/- 180 meters Scaled)
 ME0693
 ME0693                          SUPERSEDED SURVEY CONTROL
 ME0693
 ME0693  NGVD 29 (04/16/04)  217.22   (m)          712.7    (f) RESET       3  
 ME0693
 ME0693.Superseded values are not recommended for survey control.
 ME0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0693.See file dsdata.txt to determine how the superseded data were derived.
 ME0693
 ME0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL317704(NAD 83)
 ME0693_MARKER: DR = REFERENCE MARK DISK
 ME0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0693_STAMPING: KNOX 2 NO 4 1974
 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
 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 = OCTOBER  6, 2006
 ME2356 ***********************************************************************
 ME2356  DESIGNATION -  KNOX CO CTHSE CLOCK TOWER
 ME2356  PID         -  ME2356
 ME2356  STATE/COUNTY-  IN/STARKE
 ME2356  USGS QUAD   -  KNOX EAST (1969)
 ME2356
 ME2356                         *CURRENT SURVEY CONTROL
 ME2356  ___________________________________________________________________
 ME2356* NAD 83(1997)-  41 17 55.86346(N)    086 37 21.46961(W)     ADJUSTED  
 ME2356* NAVD 88     -                                                        
 ME2356  ___________________________________________________________________
 ME2356  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 ME2356  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME2356
 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
 ME2356.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2356
 ME2356.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2356
 ME2356  NAD 83(1986)-  41 17 55.86799(N)    086 37 21.47667(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2356.See file dsdata.txt to determine how the superseded data were derived.
 ME2356
 ME2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3159472002(NAD 83)
 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 = OCTOBER  6, 2006
 LB0424 ***********************************************************************
 LB0424  DESIGNATION -  KOKOMO
 LB0424  PID         -  LB0424
 LB0424  STATE/COUNTY-  IN/HOWARD
 LB0424  USGS QUAD   -  KOKOMO WEST (1992)
 LB0424
 LB0424                         *CURRENT SURVEY CONTROL
 LB0424  ___________________________________________________________________
 LB0424* NAD 83(1986)-  40 29 14.     (N)    086 08 00.     (W)     SCALED    
 LB0424* NAVD 88     -       246.883  (meters)     809.98   (feet)  ADJUSTED  
 LB0424  ___________________________________________________________________
 LB0424  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 LB0424  DYNAMIC HT  -         246.755 (meters)     809.56  (feet)  COMP
 LB0424  MODELED GRAV-     980,101.7   (mgal)                       NAVD 88
 LB0424
 LB0424  VERT ORDER  -  SECOND    CLASS 0
 LB0424
 LB0424.The horizontal coordinates were scaled from a topographic map and have
 LB0424.an estimated accuracy of +/- 6 seconds.
 LB0424
 LB0424.The orthometric height was determined by differential leveling
 LB0424.and adjusted by the National Geodetic Survey in June 1991..
 LB0424.WARNING-Repeat measurements at this control monument indicate possible
 LB0424.vertical movement.
 LB0424
 LB0424.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0424.See file dsdata.txt to determine how the superseded data were derived.
 LB0424
 LB0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK734821(NAD 83)
 LB0424_MARKER: DB = BENCH MARK DISK
 LB0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0424_STAMPING: KOKOMO 1934
 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             NGS
 LB0424
 LB0424                          STATION DESCRIPTION
 LB0424
 LB0424'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB2668 ***********************************************************************
 LB2668  DESIGNATION -  KOKOMO
 LB2668  PID         -  LB2668
 LB2668  STATE/COUNTY-  IN/HOWARD
 LB2668  USGS QUAD   -  KOKOMO WEST (1992)
 LB2668
 LB2668                         *CURRENT SURVEY CONTROL
 LB2668  ___________________________________________________________________
 LB2668* NAD 83(1997)-  40 29 31.00773(N)    086 07 56.83145(W)     ADJUSTED  
 LB2668* NAVD 88     -       249.16   (+/-2cm)     817.5    (feet)  VERTCON   
 LB2668  ___________________________________________________________________
 LB2668  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 LB2668  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LB2668
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2668
 LB2668.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2668
 LB2668.The geoid height was determined by GEOID03.
 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     -   0.99996630  x   0.99998585  =   0.99995216
 LB2668!UTM  16      -   0.99996630  x   0.99966653  =   0.99963285
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  249.28   (m)          817.8    (f) LEVELING    3  
 LB2668
 LB2668.Superseded values are not recommended for survey control.
 LB2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2668.See file dsdata.txt to determine how the superseded data were derived.
 LB2668
 LB2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7352082722(NAD 83)
 LB2668_MARKER: DS = TRIANGULATION STATION DISK
 LB2668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2379 ***********************************************************************
 LB2379  DESIGNATION -  KOKOMO AMER STANDARD PLUMB TK
 LB2379  PID         -  LB2379
 LB2379  STATE/COUNTY-  IN/HOWARD
 LB2379  USGS QUAD   -  GALVESTON (1994)
 LB2379
 LB2379                         *CURRENT SURVEY CONTROL
 LB2379  ___________________________________________________________________
 LB2379* NAD 83(1997)-  40 30 15.82056(N)    086 08 32.88021(W)     ADJUSTED  
 LB2379* NAVD 88     -                                                        
 LB2379  ___________________________________________________________________
 LB2379  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 LB2379  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LB2379
 LB2379  HORZ ORDER  -  THIRD
 LB2379
 LB2379.The horizontal coordinates were established by classical geodetic methods
 LB2379.and adjusted by the National Geodetic Survey in May 1999..
 LB2379
 LB2379
 LB2379.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2379
 LB2379.The geoid height was determined by GEOID03.
 LB2379
 LB2379;                    North         East     Units Scale Factor Converg.
 LB2379;SPC IN E     -   583,632.247    59,671.396   MT  0.99998668   -0 18 32.5
 LB2379;SPC IN E     - 1,914,800.13    195,771.91   sFT  0.99998668   -0 18 32.5
 LB2379;UTM  16      - 4,484,095.700   572,657.790   MT  0.99966498   +0 33 25.2
 LB2379
 LB2379                          SUPERSEDED SURVEY CONTROL
 LB2379
 LB2379  NAD 83(1986)-  40 30 15.82421(N)    086 08 32.89113(W) AD(       ) 4
 LB2379  NAD 27      -  40 30 15.69100(N)    086 08 32.91400(W) AD(       ) 3
 LB2379
 LB2379.Superseded values are not recommended for survey control.
 LB2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2379.See file dsdata.txt to determine how the superseded data were derived.
 LB2379
 LB2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7265884096(NAD 83)
 LB2379_MARKER: 53 = ELEVATED TANK
 LB2379
 LB2379  HISTORY     - Date     Condition        Report By
 LB2379  HISTORY     - 1954     FIRST OBSERVED   CGS
 LB2379  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB2379
 LB2379                          STATION DESCRIPTION
 LB2379
 LB2379'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 LB2379'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE TANK
 LB2379'LOCATED AT THE PLANT OF THE AMERICAN-STANDARD PLUMBING CO. PLANT,
 LB2379'NEAR THE CITY LIMITS IN THE NORTHWEST SECTION OF KOKOMO.  IT IS
 LB2379'NEAR THE CENTER OF THE BLOCK BOUNDED BY MORGAN STREET ON THE
 LB2379'NORTH, SPRAKER STREET ON THE SOUTH, LINDSAY STREET ON THE WEST AND
 LB2379'WABASH STREET ON THE EAST AND IS ALMOST ON LINE WITH BUTLER
 LB2379'STREET EXTENDED WEST.  IT IS A SLENDER OVAL BOTTOMED, STEEL TANK,
 LB2379'ATOP A 4 LEGGED STEEL TRUSSWORK STRUCTURE, PAINTED BLACK WITH
 LB2379'THE LEGEND STANDARD PLUMBING FIXTURES IN WHITE SCRIPT ON THE
 LB2379'NORTH AND SOUTH SIDES OF THE TANK AND IS ABOUT 110 FEET HIGH.
 LB2379
 LB2379                          STATION RECOVERY (1989)
 LB2379
 LB2379'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB2379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2485 ***********************************************************************
 LB2485  DESIGNATION -  KOKOMO CHRYSLER CORP WATER TK
 LB2485  PID         -  LB2485
 LB2485  STATE/COUNTY-  IN/HOWARD
 LB2485  USGS QUAD   -  KOKOMO WEST (1992)
 LB2485
 LB2485                         *CURRENT SURVEY CONTROL
 LB2485  ___________________________________________________________________
 LB2485* NAD 83(1997)-  40 28 24.40513(N)    086 07 41.52655(W)     ADJUSTED  
 LB2485* NAVD 88     -                                                        
 LB2485  ___________________________________________________________________
 LB2485  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 LB2485  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 LB2485
 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
 LB2485.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2485
 LB2485.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2485
 LB2485  NAD 83(1986)-  40 28 24.40943(N)    086 07 41.53785(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2485.See file dsdata.txt to determine how the superseded data were derived.
 LB2485
 LB2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7390080672(NAD 83)
 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 = OCTOBER  6, 2006
 LB2488 ***********************************************************************
 LB2488  DESIGNATION -  KOKOMO CITY POL KSA 935 MAST
 LB2488  PID         -  LB2488
 LB2488  STATE/COUNTY-  IN/HOWARD
 LB2488  USGS QUAD   -  KOKOMO WEST (1992)
 LB2488
 LB2488                         *CURRENT SURVEY CONTROL
 LB2488  ___________________________________________________________________
 LB2488* NAD 83(1997)-  40 28 59.58938(N)    086 08 20.57752(W)     ADJUSTED  
 LB2488* NAVD 88     -                                                        
 LB2488  ___________________________________________________________________
 LB2488  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 LB2488  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 LB2488
 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
 LB2488.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2488
 LB2488.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2488
 LB2488  NAD 83(1986)-  40 28 59.59395(N)    086 08 20.58867(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2488.See file dsdata.txt to determine how the superseded data were derived.
 LB2488
 LB2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7297081748(NAD 83)
 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 = OCTOBER  6, 2006
 LB2449 ***********************************************************************
 LB2449  DESIGNATION -  KOKOMO DELCO RADIO PLT WTR TK
 LB2449  PID         -  LB2449
 LB2449  STATE/COUNTY-  IN/HOWARD
 LB2449  USGS QUAD   -  KOKOMO EAST (1994)
 LB2449
 LB2449                         *CURRENT SURVEY CONTROL
 LB2449  ___________________________________________________________________
 LB2449* NAD 83(1997)-  40 28 10.31395(N)    086 07 17.32482(W)     ADJUSTED  
 LB2449* NAVD 88     -                                                        
 LB2449  ___________________________________________________________________
 LB2449  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 LB2449  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 LB2449
 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
 LB2449.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2449
 LB2449.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2449
 LB2449  NAD 83(1986)-  40 28 10.31828(N)    086 07 17.33667(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2449.See file dsdata.txt to determine how the superseded data were derived.
 LB2449
 LB2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7447580243(NAD 83)
 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 = OCTOBER  6, 2006
 LB2378 ***********************************************************************
 LB2378  DESIGNATION -  KOKOMO KINGSTON PRODUCTS CO TK
 LB2378  PID         -  LB2378
 LB2378  STATE/COUNTY-  IN/HOWARD
 LB2378  USGS QUAD   -  GALVESTON (1994)
 LB2378
 LB2378                         *CURRENT SURVEY CONTROL
 LB2378  ___________________________________________________________________
 LB2378* NAD 83(1997)-  40 30 01.11370(N)    086 08 10.89961(W)     ADJUSTED  
 LB2378* NAVD 88     -                                                        
 LB2378  ___________________________________________________________________
 LB2378  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 LB2378  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LB2378
 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
 LB2378.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2378
 LB2378.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2378
 LB2378  NAD 83(1986)-  40 30 01.11738(N)    086 08 10.91066(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2378.See file dsdata.txt to determine how the superseded data were derived.
 LB2378
 LB2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7318083647(NAD 83)
 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 = OCTOBER  6, 2006
 LB2483 ***********************************************************************
 LB2483  DESIGNATION -  KOKOMO N IND PUB SERV CO MAST
 LB2483  PID         -  LB2483
 LB2483  STATE/COUNTY-  IN/HOWARD
 LB2483  USGS QUAD   -  KOKOMO WEST (1992)
 LB2483
 LB2483                         *CURRENT SURVEY CONTROL
 LB2483  ___________________________________________________________________
 LB2483* NAD 83(1997)-  40 28 00.24377(N)    086 08 48.76934(W)     ADJUSTED  
 LB2483* NAVD 88     -                                                        
 LB2483  ___________________________________________________________________
 LB2483  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 LB2483  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 LB2483
 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
 LB2483.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2483
 LB2483.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2483
 LB2483  NAD 83(1986)-  40 28 00.24812(N)    086 08 48.78100(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2483.See file dsdata.txt to determine how the superseded data were derived.
 LB2483
 LB2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7232479912(NAD 83)
 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 = OCTOBER  6, 2006
 LB2494 ***********************************************************************
 LB2494  DESIGNATION -  KOKOMO NORTH MUNICIPAL TANK
 LB2494  PID         -  LB2494
 LB2494  STATE/COUNTY-  IN/HOWARD
 LB2494  USGS QUAD   -  KOKOMO WEST (1992)
 LB2494
 LB2494                         *CURRENT SURVEY CONTROL
 LB2494  ___________________________________________________________________
 LB2494* NAD 83(1997)-  40 29 42.01496(N)    086 07 53.69431(W)     ADJUSTED  
 LB2494* NAVD 88     -                                                        
 LB2494  ___________________________________________________________________
 LB2494  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 LB2494  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LB2494
 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
 LB2494.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2494
 LB2494.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2494
 LB2494  NAD 83(1986)-  40 29 42.01902(N)    086 07 53.70512(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2494.See file dsdata.txt to determine how the superseded data were derived.
 LB2494
 LB2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7359083062(NAD 83)
 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 = OCTOBER  6, 2006
 LB2452 ***********************************************************************
 LB2452  DESIGNATION -  KOKOMO PITTSBURGH GLASS CO STK
 LB2452  PID         -  LB2452
 LB2452  STATE/COUNTY-  IN/HOWARD
 LB2452  USGS QUAD   -  KOKOMO EAST (1994)
 LB2452
 LB2452                         *CURRENT SURVEY CONTROL
 LB2452  ___________________________________________________________________
 LB2452* NAD 83(1997)-  40 28 53.08000(N)    086 07 06.72848(W)     ADJUSTED  
 LB2452* NAVD 88     -                                                        
 LB2452  ___________________________________________________________________
 LB2452  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 LB2452  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 LB2452
 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
 LB2452.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2452
 LB2452.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2452
 LB2452  NAD 83(1986)-  40 28 53.08419(N)    086 07 06.73985(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2452.See file dsdata.txt to determine how the superseded data were derived.
 LB2452
 LB2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7471181564(NAD 83)
 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 = OCTOBER  6, 2006
 LB2453 ***********************************************************************
 LB2453  DESIGNATION -  KOKOMO RADIO STA WIOU N MAST
 LB2453  PID         -  LB2453
 LB2453  STATE/COUNTY-  IN/HOWARD
 LB2453  USGS QUAD   -  KOKOMO EAST (1994)
 LB2453
 LB2453                         *CURRENT SURVEY CONTROL
 LB2453  ___________________________________________________________________
 LB2453* NAD 83(1997)-  40 25 02.76827(N)    086 06 49.45780(W)     ADJUSTED  
 LB2453* NAVD 88     -                                                        
 LB2453  ___________________________________________________________________
 LB2453  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 LB2453  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 LB2453
 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
 LB2453.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2453
 LB2453.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2453
 LB2453  NAD 83(1986)-  40 25 02.77342(N)    086 06 49.46959(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2453.See file dsdata.txt to determine how the superseded data were derived.
 LB2453
 LB2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7518974467(NAD 83)
 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 = OCTOBER  6, 2006
 LB2487 ***********************************************************************
 LB2487  DESIGNATION -  KOKOMO SOUTH MUNICIPAL TANK
 LB2487  PID         -  LB2487
 LB2487  STATE/COUNTY-  IN/HOWARD
 LB2487  USGS QUAD   -  KOKOMO WEST (1992)
 LB2487
 LB2487                         *CURRENT SURVEY CONTROL
 LB2487  ___________________________________________________________________
 LB2487* NAD 83(1997)-  40 28 28.63246(N)    086 07 49.08602(W)     ADJUSTED  
 LB2487* NAVD 88     -                                                        
 LB2487  ___________________________________________________________________
 LB2487  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 LB2487  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 LB2487
 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
 LB2487.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2487
 LB2487.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2487
 LB2487  NAD 83(1986)-  40 28 28.63683(N)    086 07 49.09722(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2487.See file dsdata.txt to determine how the superseded data were derived.
 LB2487
 LB2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7372180801(NAD 83)
 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 = OCTOBER  6, 2006
 LB2489 ***********************************************************************
 LB2489  DESIGNATION -  KOKOMO ST PATRICKS CATH CH
 LB2489  PID         -  LB2489
 LB2489  STATE/COUNTY-  IN/HOWARD
 LB2489  USGS QUAD   -  KOKOMO WEST (1992)
 LB2489
 LB2489                         *CURRENT SURVEY CONTROL
 LB2489  ___________________________________________________________________
 LB2489* NAD 83(1997)-  40 29 48.65775(N)    086 08 02.64839(W)     ADJUSTED  
 LB2489* NAVD 88     -                                                        
 LB2489  ___________________________________________________________________
 LB2489  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 LB2489  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LB2489
 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
 LB2489.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2489
 LB2489.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2489
 LB2489  NAD 83(1986)-  40 29 48.65877(N)    086 08 02.65928(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2489.See file dsdata.txt to determine how the superseded data were derived.
 LB2489
 LB2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7337883265(NAD 83)
 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 = OCTOBER  6, 2006
 AH8406 ***********************************************************************
 AH8406  DESIGNATION -  KOKU
 AH8406  PID         -  AH8406
 AH8406  STATE/COUNTY-  IN/KOSCIUSKO
 AH8406  USGS QUAD   -  LAKE WAWASEE (1994)
 AH8406
 AH8406                         *CURRENT SURVEY CONTROL
 AH8406  ___________________________________________________________________
 AH8406* NAD 83(1997)-  41 22 45.66616(N)    085 42 04.51904(W)     ADJUSTED  
 AH8406* NAVD 88     -       279.6    (meters)     917.     (feet)  GPS OBS   
 AH8406  ___________________________________________________________________
 AH8406  X           -     359,270.651 (meters)                     COMP
 AH8406  Y           -  -4,779,547.172 (meters)                     COMP
 AH8406  Z           -   4,194,290.074 (meters)                     COMP
 AH8406  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AH8406  ELLIP HEIGHT-         246.25  (meters)          (03/12/99) GPS OBS
 AH8406  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 AH8406
 AH8406  HORZ ORDER  -  B
 AH8406  ELLP ORDER  -  SECOND    CLASS I
 AH8406
 AH8406.The horizontal coordinates were established by GPS observations
 AH8406.and adjusted by the National Geodetic Survey in March 1999..
 AH8406
 AH8406.The orthometric height was determined by GPS observations and a
 AH8406.high-resolution geoid model.
 AH8406
 AH8406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8406
 AH8406.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8406
 AH8406.The ellipsoidal height was determined by GPS observations
 AH8406.and is referenced to NAD 83.
 AH8406
 AH8406.The geoid height was determined by GEOID03.
 AH8406
 AH8406;                    North         East     Units Scale Factor Converg.
 AH8406;SPC IN E     -   680,687.251    97,106.725   MT  0.99996677   -0 01 22.3
 AH8406;SPC IN E     - 2,233,221.42    318,590.98   sFT  0.99996677   -0 01 22.3
 AH8406;UTM  16      - 4,581,683.794   608,598.961   MT  0.99974514   +0 51 31.0
 AH8406
 AH8406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8406!SPC IN E     -   0.99996138  x   0.99996677  =   0.99992815
 AH8406!UTM  16      -   0.99996138  x   0.99974514  =   0.99970653
 AH8406
 AH8406                          SUPERSEDED SURVEY CONTROL
 AH8406
 AH8406.No superseded survey control is available for this station.
 AH8406
 AH8406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0859981684(NAD 83)
 AH8406_MARKER: I = METAL ROD
 AH8406_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH8406_STAMPING: KOKU 1998
 AH8406_MARK LOGO: NONE  
 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 - 1998
 AH8406
 AH8406  HISTORY     - Date     Condition        Report By
 AH8406  HISTORY     - 1998     MONUMENTED       WOOLPT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0608 ***********************************************************************
 ME0608  DESIGNATION -  KOSE
 ME0608  PID         -  ME0608
 ME0608  STATE/COUNTY-  IN/PORTER
 ME0608  USGS QUAD   -  LA CROSSE (1958)
 ME0608
 ME0608                         *CURRENT SURVEY CONTROL
 ME0608  ___________________________________________________________________
 ME0608* NAD 83(1997)-  41 19 03.29400(N)    086 58 05.67567(W)     ADJUSTED  
 ME0608* NAVD 88     -       207.67   (meters)     681.3    (feet)  RESET     
 ME0608  ___________________________________________________________________
 ME0608  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 ME0608  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 ME0608
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME0608
 ME0608.The geoid height was determined by GEOID03.
 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     -   0.99997273  x   0.99996781  =   0.99994054
 ME0608!UTM  16      -   0.99997273  x   0.99960009  =   0.99957283
 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 0905505.0 |
 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
 ME0608.Superseded values are not recommended for survey control.
 ME0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0608.See file dsdata.txt to determine how the superseded data were derived.
 ME0608
 ME0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0265874013(NAD 83)
 ME0608_MARKER: DS = TRIANGULATION STATION DISK
 ME0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0608_STAMPING: KOSE 1952
 ME0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0608+STABILITY: SURFACE MOTION
 ME0608
 ME0608  HISTORY     - Date     Condition        Report By
 ME0608  HISTORY     - 1952     MONUMENTED       CGS
 ME0608  HISTORY     - 1969     GOOD             CGS
 ME0608  HISTORY     - 1969     GOOD             NGS
 ME0608  HISTORY     - 1978     GOOD             LOCSUR
 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
 ME0608'OWNED BY MR. GEORGE DEARDURFF.  IT IS 77 FEET SOUTHWEST OF AN
 ME0608'INTERSECTION OF STATE HIGHWAY 8 AND
 ME0608'A GRAVEL T ROAD SOUTH, 66 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 ME0608'43 FEET WEST OF THE CENTER OF THE GRAVEL
 ME0608'ROAD, 39 FEET SOUTHWEST OF A WHITE WITNESS
 ME0608'POST AND 41 FEET SOUTHWEST OF A FENCE CORNER.  THE MARK IS
 ME0608'ABOUT 12 INCHES BELOW THE SURFACE
 ME0608'OF THE GROUND AND THE DISK IS STAMPED KOSE 1952.
 ME0608'
 ME0608'REFERENCE MARK NO. 1 IS 31 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 ME0608'AND 1 FOOT SOUTH OF A FENCE.
 ME0608'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED KOSE NO 1
 ME0608'1952.
 ME0608'
 ME0608'BENCH MARK T 141 WAS USED AS A REFERENCE MARK.  IT IS 31 FEET SOUTH
 ME0608'OF THE CENTER OF THE HIGHWAY,
 ME0608'4 FEET WEST OF THE FENCE CORNER AND 1 FOOT SOUTHEAST OF THE WHITE
 ME0608'WITNESS POST.  THE MARK IS A 10 X
 ME0608'10 INCH CONCRETE POST THAT PROJECTS ABOUT 2 INCHES
 ME0608'WITH A STANDARD BRONZE USC AND GS BENCH MARK DISK IN
 ME0608'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
 ME0608'GRAVEL DRIVEWAY, 2 FEET WEST OF A FENCE CORNER AND 1 FOOT WEST OF A
 ME0608'WHITE WITNESS POST.  THE MARK
 ME0608'PROJECTS 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
 ME0608'FOR 2.95 MILES TO A GRAVEL T-ROAD RIGHT AND THE STATION IN THE
 ME0608'SOUTHWEST ANGLE AS DESCRIBED,
 ME0608'CONTINUE EAST ON HIGHWAY FOR 0.35 MILE TO A GRAVEL DRIVEWAY
 ME0608'ON THE LEFT AND THE AZIMUTH MARK ON THE LEFT AS
 ME0608'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
 ME0608'DESCRIPTION IS GOOD
 ME0608'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
 ME0608'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
 ME0608'CENTERLINE OF CO. RD. 500 E.
 ME0608'
 ME0608'THE AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION INSTEAD OF 0.35
 ME0608'MILE AND 1 FOOT
 ME0608'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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0609 ***********************************************************************
 ME0609  DESIGNATION -  KOSE RM 1
 ME0609  PID         -  ME0609
 ME0609  STATE/COUNTY-  IN/PORTER
 ME0609  USGS QUAD   -  LA CROSSE (1958)
 ME0609
 ME0609                         *CURRENT SURVEY CONTROL
 ME0609  ___________________________________________________________________
 ME0609* NAD 83(1986)-  41 19 03.     (N)    086 58 03.     (W)     SCALED    
 ME0609* NAVD 88     -       208.09   (meters)     682.7    (feet)  RESET     
 ME0609  ___________________________________________________________________
 ME0609  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 ME0609
 ME0609  VERT ORDER  -  THIRD
 ME0609
 ME0609.The horizontal coordinates were scaled from a topographic map and have
 ME0609.an estimated accuracy of +/- 6 seconds.
 ME0609
 ME0609.The orthometric height was computed from unverified reset data.
 ME0609
 ME0609.The geoid height was determined by GEOID03.
 ME0609
 ME0609;                    North         East    Units  Estimated Accuracy
 ME0609;SPC IN W     -   673,820.      909,700.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0609.See file dsdata.txt to determine how the superseded data were derived.
 ME0609
 ME0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL027740(NAD 83)
 ME0609_MARKER: DR = REFERENCE MARK DISK
 ME0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0609_STAMPING: KOSE NO 1 1952
 ME0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0609+STABILITY: SURFACE MOTION
 ME0609
 ME0609  HISTORY     - Date     Condition        Report By
 ME0609  HISTORY     - 1952     MONUMENTED       CGS
 ME0609  HISTORY     - 1969     GOOD             NGS
 ME0609  HISTORY     - 1978     GOOD             LOCSUR
 ME0609
 ME0609                          STATION DESCRIPTION
 ME0609
 ME0609'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2526 ***********************************************************************
 ME2526  DESIGNATION -  KOUTS
 ME2526  PID         -  ME2526
 ME2526  STATE/COUNTY-  IN/PORTER
 ME2526  USGS QUAD   -  KOUTS (1992)
 ME2526
 ME2526                         *CURRENT SURVEY CONTROL
 ME2526  ___________________________________________________________________
 ME2526* NAD 83(1997)-  41 19 06.77035(N)    087 02 46.02056(W)     ADJUSTED  
 ME2526* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 ME2526  ___________________________________________________________________
 ME2526  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 ME2526  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME2526
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2526
 ME2526.The geoid height was determined by GEOID03.
 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  =   0.99993964
 ME2526!UTM  16      -   0.99997285  x   0.99960018  =   0.99957304
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2526.See file dsdata.txt to determine how the superseded data were derived.
 ME2526
 ME2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9614074121(NAD 83)
 ME2526_MARKER: DS = TRIANGULATION STATION DISK
 ME2526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2526
 ME2526  HISTORY     - Date     Condition        Report By
 ME2526  HISTORY     - 1952     MONUMENTED       CGS
 ME2526  HISTORY     - 1956     SEE DESCRIPTION  CGS
 ME2526  HISTORY     - 1968     GOOD             CGS
 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.
 ME2526'HERMAN GESSE.  IT IS 79 FEET WEST OF THE SOUTHWEST CORNER OF A HOUSE,
 ME2526'65 FEET NORTH OF THE CENTER OF
 ME2526'STATE HIGHWAY 8, 45 FEET WEST OF THE CENTER OF A DRIVEWAY
 ME2526'AND 14 FEET EAST OF A WHITE WITNESS POST AND
 ME2526'FENCE LINE.  THE MARK IS FLUSH AND THE DISK
 ME2526'IS STAMPED KOUTS 1952.
 ME2526'
 ME2526'REFERENCE MARK NO. 1 IS 2 FEET EAST OF THE SOUTHEAST CORNER OF A
 ME2526'BARN.  THE MARK IS FLUSH AND THE
 ME2526'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
 ME2526'CENTER OF THE HIGHWAY AND 19 FEET EAST OF THE CENTER OF THE DRIVEWAY.
 ME2526'THE MARK IS FLUSH AND THE DISK IS
 ME2526'STAMPED 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
 ME2526'THE HIGHWAY, 10 FEET WEST OF A TELEPHONE POLE AND 3 FEET EAST OF A
 ME2526'WHITE WITNESS POST.  THE MARK IS AN
 ME2526'8 BY 8 INCH CONCRETE POST PROJECTING 6 INCHES WITH A BRONZE
 ME2526'U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK
 ME2526'IN THE TOP STAMPED N 141 1946.
 ME2526'
 ME2526'BENCH MARK P 141 IS 22 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 5
 ME2526'FEET WEST OF A POWER LINE
 ME2526'POLE, 3 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE
 ME2526'LINE.  THE MARK IS AN 8 BY 8 INCH
 ME2526'CONCRETE POST PROJECTING 2 INCHES WITH A BRONZE U.S. COAST
 ME2526'AND GEODETIC SURVEY BENCH MARK DISK IN THE
 ME2526'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
 ME2526'FOR 7.3 MILES TO BENCH MARK N 141 ON THE LEFT AS DESCRIBED.  CONTINUE
 ME2526'ON THE HIGHWAY FOR 0.45 MILE TO THE
 ME2526'STATION ON THE LEFT AS DESCRIBED.  CONTINUE ON THE
 ME2526'HIGHWAY FOR 0.6 MILE TO BENCH MARK P 141 ON THE RIGHT
 ME2526'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
 ME2526'WORK ON STATE HIGHWAY 8 WILL DESTROY THE BENCH MARKS P 141 AND N 141
 ME2526'WHICH WERE USED AS AZIMUTH MARKS AND
 ME2526'REFERENCE MARK NO. 2.  THESE MARKS WERE MOVED, BUT TREES
 ME2526'NEAR THE STATION PREVENTED THE USE OF THE RESET
 ME2526'BENCH MARKS AS AZIMUTH MARKS.  THE KOUTS
 ME2526'MUNI., WATER TANK IS VISIBLE FROM THE GROUND AND WILL SERVE AS A
 ME2526'GOOD AZIMUTH MARK.  THERE ARE
 ME2526'SOME CHANGES IN THE LOCAL REFERENCE MEASUREMENTS, SO A COMPLETE
 ME2526'DESCRIPTION FOLLOWS.
 ME2526'
 ME2526'STATION IS LOCATED 7 MILES EAST OF HEBRON AND 1 MILE WEST OF KOUTS ON
 ME2526'PROPERTY OWNED BY MR.
 ME2526'WILLIAM GESSE, 79 FEET WEST OF THE SOUTHWEST CORNER OF HIS HOUSE, 61
 ME2526'FEET NORTH OF THE CENTER OF STATE
 ME2526'HIGHWAY 8, 45 FEET WEST OF THE CENTER OF DRIVEWAY, 21 FEET
 ME2526'NORTHEAST OF A POWER POLE, AND 1 FOOT EAST OF A
 ME2526'WHITE WITNESS POST.  THE MARK IS FLUSH
 ME2526'WITH 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
 ME2526'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED KOUTS NO 1
 ME2526'1952.
 ME2526'
 ME2526'REFERENCE MARK NO. 3 IS 48 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 ME2526'8, 35 FEET SOUTHWEST OF THE
 ME2526'SOUTHWEST CORNER OF HOUSE, 14 FEET EAST OF THE CENTER OF DRIVEWAY,
 ME2526'AND 3 FEET NORTHEAST OF POWER POLE.
 ME2526'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 ME2526'DISK IS STAMPED KOUTS 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
 ME2526'8 FOR 1.05 MILES TO THE WILLIAM GESSE FARM RESIDENCE ON THE RIGHT AND
 ME2526'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.
 ME2526'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
 ME2526'NORTHEAST CORNER OF A GARAGE, 15 FEET WEST OF THE
 ME2526'CENTERLINE OF DRIVEWAY TO BARN AND
 ME2526'THE MACHINE SHED HAS BEEN TORN
 ME2526'DOWN.
 ME2526'
 ME2526'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 1 MILE WEST OF
 ME2526'KOUTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2525 ***********************************************************************
 ME2525  DESIGNATION -  KOUTS MUNICIPAL TANK
 ME2525  PID         -  ME2525
 ME2525  STATE/COUNTY-  IN/PORTER
 ME2525  USGS QUAD   -  KOUTS (1992)
 ME2525
 ME2525                         *CURRENT SURVEY CONTROL
 ME2525  ___________________________________________________________________
 ME2525* NAD 83(1997)-  41 19 02.74584(N)    087 01 29.72963(W)     ADJUSTED  
 ME2525* NAVD 88     -                                                        
 ME2525  ___________________________________________________________________
 ME2525  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 ME2525  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 ME2525
 ME2525  HORZ ORDER  -  THIRD
 ME2525
 ME2525.The horizontal coordinates were established by classical geodetic methods
 ME2525.and adjusted by the National Geodetic Survey in May 1999..
 ME2525
 ME2525
 ME2525.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2525
 ME2525.The geoid height was determined by GEOID03.
 ME2525
 ME2525;                    North         East     Units Scale Factor Converg.
 ME2525;SPC IN W     -   673,811.417   904,890.390   MT  0.99996696   +0 02 18.8
 ME2525;SPC IN W     - 2,210,662.96  2,968,794.55   sFT  0.99996696   +0 02 18.8
 ME2525;UTM  16      - 4,573,996.010   497,913.867   MT  0.99960005   -0 00 59.2
 ME2525
 ME2525                          SUPERSEDED SURVEY CONTROL
 ME2525
 ME2525  NAD 83(1986)-  41 19 02.75130(N)    087 01 29.73486(W) AD(       ) 4
 ME2525  NAD 27      -  41 19 02.61300(N)    087 01 29.64200(W) AD(       ) 3
 ME2525
 ME2525.Superseded values are not recommended for survey control.
 ME2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2525.See file dsdata.txt to determine how the superseded data were derived.
 ME2525
 ME2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9791473996(NAD 83)
 ME2525_MARKER: 53 = ELEVATED TANK
 ME2525
 ME2525  HISTORY     - Date     Condition        Report By
 ME2525  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2525
 ME2525                          STATION DESCRIPTION
 ME2525
 ME2525'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2525'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF A LARGE,
 ME2525'4 LEGGED, STEEL
 ME2525'WATER TANK, ABOUT 135 FEET HIGH, PAINTED SILVER AND LOCATED NEAR THE
 ME2525'CENTER OF THE TOWN OF KOUTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1816 ***********************************************************************
 JA1816  DESIGNATION -  KROUS RESET
 JA1816  PID         -  JA1816
 JA1816  STATE/COUNTY-  IN/PERRY
 JA1816  USGS QUAD   -  GATCHEL (1993)
 JA1816
 JA1816                         *CURRENT SURVEY CONTROL
 JA1816  ___________________________________________________________________
 JA1816* NAD 83(1997)-  38 00 45.72460(N)    086 41 59.93535(W)     ADJUSTED  
 JA1816* NAVD 88     -       202.     (meters)     663.     (feet)  SCALED    
 JA1816  ___________________________________________________________________
 JA1816  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 JA1816  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JA1816
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1816
 JA1816.The geoid height was determined by GEOID03.
 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     -   0.99997338  x   0.99998062  =   0.99995400
 JA1816!UTM  16      -   0.99997338  x   0.99960854  =   0.99958193
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1816.See file dsdata.txt to determine how the superseded data were derived.
 JA1816
 JA1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2633607267(NAD 83)
 JA1816_MARKER: DS = TRIANGULATION STATION DISK
 JA1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1816'ABOUT 5 MILES NORTHEAST OF TELL CITY ON LAND OWNED BY
 JA1816'MR H S BRUGGEMAN.  IT IS 85 FEET
 JA1816'SOUTHWEST OF THE INTERSECTION OF THE
 JA1816'CENTERLINES OF THE TWO ROADS, 39 FEET WEST OF A
 JA1816'FENCE, 31 FEET WEST
 JA1816'OF A TRIANGULAR BLAZE ON A 20 INCH HICKORY TREE AND 5 FEET EAST OF
 JA1816'A WHITE WITNESS
 JA1816'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 JA1816'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
 JA1816'TRIANGULAR BLAZE ON A 20 INCH HICKORY TREE AND 2 FEET WEST
 JA1816'OF A FENCE.  THE MARK
 JA1816'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 JA1816'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
 JA1816'AND 47.8 FEET WEST OF A 12 INCH HICKORY TREE.  THE
 JA1816'MARK PROJECTS ABOUT 4 INCHES AND
 JA1816'THE DISK IS STAMPED KROUS NO 2 1946.
 JA1816'
 JA1816'AZIMUTH MARK IS ABOUT ONE MILE EAST OF THE STATION ON THE NORTHEAST
 JA1816'SIDE OF STATE HIGHWAY
 JA1816'37.  IT IS 37 FEET NORTHEAST OF THE APPROXIMATE CENTER
 JA1816'OF THE HIGHWAY, 25.5 FEET WEST
 JA1816'OF A POWER POLE, 5 FEET WEST OF A
 JA1816'WHITE WITNESS POST AND 3 FEET SOUTH OF A
 JA1816'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
 JA1816'OF TELL CITY, GO NORTHEAST OF HIGHWAY 37 FOR 5.6
 JA1816'MILES TO STATE HIGHWAY 145 LEFT,
 JA1816'TURN LEFT AND GO 0.5 MILE TO A
 JA1816'GRAVEL 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
 JA1816'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
 JA1816'THE TRIANGLE INTACT AND THIS POINT WAS HELD AND A NEW DISK WAS
 JA1816'SET.  THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION BUT IN THE WAY
 JA1816'OF ROAD WORK, OBSTRUCTED TO THE STATION BY TREES AND WAS DESTROYED.
 JA1816'A NEW AZIMUTH MARK WAS SET.  REFERENCE MARK 1 WAS FOUND
 JA1816'DISTURBED BUT SOLID AND WAS STAMPED AND USED FOR REFERENCE
 JA1816'MARK 3. THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE IN ERROR BY
 JA1816'0.13 OF A FOOT AND THE DIRECTION BY 07 MINUTES AND 31 SECONDS.  A
 JA1816'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
 JA1816'OAK TREE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JA1816'KROUS 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
 JA1816'WESTERLY ON HIGHWAY 145 FOR 0.5 MILE TO A ROAD RIGHT AND THE STATION
 JA1816'ON THE LEFT.  TURN LEFT AN THE PAVED ROAD AND GO NORTHERLY FOR
 JA1816'0.3 MILE TO 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
 JA1816'TREE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED KROUS
 JA1816'NO 2 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
 JA1816'3 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
 JA1816'THE PAVED ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED KROUS
 JA1816'1946 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 = OCTOBER  6, 2006
 JA0559 ***********************************************************************
 JA0559  DESIGNATION -  KYANA
 JA0559  PID         -  JA0559
 JA0559  STATE/COUNTY-  IN/DUBOIS
 JA0559  USGS QUAD   -  SAINT ANTHONY (1990)
 JA0559
 JA0559                         *CURRENT SURVEY CONTROL
 JA0559  ___________________________________________________________________
 JA0559* NAD 83(1997)-  38 18 22.72787(N)    086 47 26.65024(W)     ADJUSTED  
 JA0559* NAVD 88     -       186.235  (meters)     611.01   (feet)  ADJUSTED  
 JA0559  ___________________________________________________________________
 JA0559  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 JA0559  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JA0559  DYNAMIC HT  -         186.107 (meters)     610.59  (feet)  COMP
 JA0559  MODELED GRAV-     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
 JA0559.and adjusted by the National Geodetic Survey in June 1991..
 JA0559
 JA0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0559
 JA0559.The geoid height was determined by GEOID03.
 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;                    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     -   0.99997588  x   0.99997473  =   0.99995062
 JA0559!UTM  16      -   0.99997588  x   0.99960412  =   0.99958001
 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|---------------------------------------------------------------------|
 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
 JA0559.Superseded values are not recommended for survey control.
 JA0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0559.See file dsdata.txt to determine how the superseded data were derived.
 JA0559
 JA0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1829639823(NAD 83)
 JA0559_MARKER: DS = TRIANGULATION STATION DISK
 JA0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0559_STAMPING: KYANA 1946
 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             NGS
 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
 JA0559'HUNTINGBURG AND 0.05
 JA0559'MILE NORTHWEST FROM THE KYANA GENERAL STORE AND POST OFFICE.  IT
 JA0559'IS ABOUT 300 YARDS
 JA0559'NORTH FROM THE HIGHWAY ON A PROMINENT ROUND HILL
 JA0559'COVERED WITH LOW BRUSH AND HAVING
 JA0559'TIMBER NORTH AND WEST, LYING ABOUT
 JA0559'100 YARDS NORTHWEST FROM THE HOUSE OF MR JOE KLEM,
 JA0559'38.5 FEET EAST OF
 JA0559'A 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
 JA0559'LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 JA0559'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
 JA0559'LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JA0559'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
 JA0559'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 JA0559'KYANA GENERAL STORE, AND 27 FEET
 JA0559'EAST OF A FARM DRIVE.  THE MARK
 JA0559'PROJECTS 4 INCHES AND THE DISK IS STAMPED KYANA 1946.
 JA0559'
 JA0559'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 64 AND 45 IN
 JA0559'HUNTINGBURG, GO EAST ON
 JA0559'STATE HIGHWAY 64 FOR 9.5 MILES TO THE KLEM FARM ON THE LEFT ABOVE
 JA0559'THE HIGHWAY.  THIS IS
 JA0559'0.55 MILE WEST FROM THE KYANA STORE, TURN LEFT
 JA0559'AND GO 0.1 MILE TO THE BARN, PASS
 JA0559'THROUGH THE GATE AT THE NORTH SIDE
 JA0559'OF THE BARN AND GO WEST THEN NORTH UP THE PASTURE
 JA0559'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
 JA0559'FROM THE POST OFFICE AT BIRDSEYE, THENCE 5.95 MILES
 JA0559'WEST ALONG THE SOUTHERN RAILWAY TO A
 JA0559'PRIVATE DRIVEWAY LEADING NORTH
 JA0559'TO A FARMHOUSE AND A BARN, THENCE 0.1 MILE NORTH
 JA0559'THROUGH SCATTERED
 JA0559'TREES TO THE TOP OF A HILL, IN SECTION 31, T 2 S, R 3 W, 249 FEET
 JA0559'WEST OF A FENCE,
 JA0559'50 FEET EAST OF A 10-INCH SYCAMORE TREE, 1.3 FEET
 JA0559'WEST OF A METAL WITNESS POST, AND
 JA0559'SET IN THE TOP OF A CONCRETE POST
 JA0559'WHICH IS 12 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
 JA0559'SOUTH OF A 10-INCH SYCAMORE TREE, 3 FEET EAST OF A
 JA0559'6-INCH TREE, AND SET IN THE TOP OF
 JA0559'A CONCRETE POST PROJECTING 6 INCHES.
 JA0559'
 JA0559'RM 2, STAMPED KYANA NO 2 1946, IS 53.4 FEET NORTHWEST OF THE STATION,
 JA0559'27 FEET
 JA0559'NORTH-NORTHEAST OF A 10-INCH SYCAMORE TREE, 20 FEET SOUTHEAST
 JA0559'OF AN 18-INCH OAK TREE,
 JA0559'AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JA0559'
 JA0559'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 145 FROM THE POST OFFICE AT
 JA0559'BIRDSEYE, THENCE
 JA0559'5.5 MILES WEST ALONG THE SOUTHERN RAILWAY, 51 FEET
 JA0559'NORTH AND ACROSS THE STATE HIGHWAY
 JA0559'64 FROM THE NORTH RAIL OF THE
 JA0559'TRACK, 162 FEET NORTH OF THE CENTER LINE OF THE
 JA0559'HIGHWAY, 23.5 FEET
 JA0559'SOUTHWEST OF THE SOUTHWEST CORNER OF THE KYANA POST OFFICE AND
 JA0559'STORE, 29.5 FEET
 JA0559'EAST OF THE CENTER LINE OF COUNTY ROAD 660 E, 18.5 FEET
 JA0559'SOUTH OF A 14-INCH MULBERRY
 JA0559'TREE, 0.5 MILE EAST OF MILEPOST 208,
 JA0559'ABOUT LEVEL WITH THE HIGHWAY, ABOUT 1.5 FEET
 JA0559'ABOVE THE LEVEL OF THE
 JA0559'ROAD, 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
 JA0559'(ABANDONED) AND 0.2 MILE NORTH OF STATE ROUTE 64, ATOP A
 JA0559'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
 JA0559'EASTERLY ON STATE ROUTE FOR 8.55 MILES TO THE
 JA0559'ENTRANCE TO FERDINAND STATE FOREST
 JA0559'AND COUNTY ROAD 550E ON THE RIGHT.
 JA0559'CONTINUE EAST ON STATE ROUTE 64 FOR 0.6 MILE TO A
 JA0559'GRAVELED FARM DRIVE
 JA0559'LEFT.  HERE, TURN LEFT ON THIS FARM DRIVE AND GO NORTH AND EAST FOR
 JA0559'0.1 MILE TO A
 JA0559'FIELD ROAD LEFT, JUST EAST OF A BARN, TURN LEFT, NORTH
 JA0559'AND GO 0.1 MILE TO THE EAST SIDE
 JA0559'OF THE STATION HILL AND END OF TRUCK
 JA0559'TRAVEL.  FROM THIS POINT PACK WEST, UPHILL, ABOUT
 JA0559'100 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
 JA0559'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
 JA0559'BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 JA0559'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
 JA0559'TREE, 33 FEET EAST OF A 12-INCH OAK TREE, AND 1 FOOT
 JA0559'EAST OF A 12-INCH SQUARE, CONCRETE
 JA0559'MONUMENT THAT PROJECTS 6 INCHES
 JA0559'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
 JA0559'TREE AND 1 FOOT EAST OF A FENCE LINE.  A STANDARD DISK
 JA0559'SET IN THE TOP OF A 12-INCH,
 JA0559'SQUARE, CONCRETE MONUMENT THAT PROJECTS
 JA0559'5 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
 JA0559'INTERSECTION OF STATE ROUTE
 JA0559'64 AND COUNTY ROAD 660E.  IT IS 52 FEET NORTH OF THE
 JA0559'APPROXIMATE CENTER OF
 JA0559'COUNTY ROAD 660E, 24 FEET WEST OF THE SOUTHWEST
 JA0559'CORNER OF PRECHTELS GROCERY, 18.5 FEET
 JA0559'SOUTH OF A 16-INCH MAPLE TREE,
 JA0559'AND AT THE SOUTH EDGE OF A GRASSY AREA JUST NORTH OF
 JA0559'GRAVELED AREA.  A
 JA0559'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 JA0559'MONUMENT THAT
 JA0559'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
 JA0559'EAST ON STATE ROUTE 64 FOR 0.45 MILE TO THE MARK ON
 JA0559'THE LEFT AS DESCRIBED.
 JA0559'
 JA0559'THIS WAS NOT AN OCCUPIED STATION.
 JA0559
 JA0559                          STATION RECOVERY (1965)
 JA0559
 JA0559'RECOVERY NOTE BY NATIONAL 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 = OCTOBER  6, 2006
 JA0555 ***********************************************************************
 JA0555  DESIGNATION -  KYANA AZ MK
 JA0555  PID         -  JA0555
 JA0555  STATE/COUNTY-  IN/DUBOIS
 JA0555  USGS QUAD   -  SAINT ANTHONY (1990)
 JA0555
 JA0555                         *CURRENT SURVEY CONTROL
 JA0555  ___________________________________________________________________
 JA0555* NAD 83(1986)-  38 18 21.     (N)    086 46 55.     (W)     SCALED    
 JA0555* NAVD 88     -       153.957  (meters)     505.11   (feet)  ADJUSTED  
 JA0555  ___________________________________________________________________
 JA0555  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JA0555  DYNAMIC HT  -         153.852 (meters)     504.76  (feet)  COMP
 JA0555  MODELED GRAV-     979,941.5   (mgal)                       NAVD 88
 JA0555
 JA0555  VERT ORDER  -  FIRST     CLASS II
 JA0555
 JA0555.The horizontal coordinates were scaled from a topographic map and have
 JA0555.an estimated accuracy of +/- 6 seconds.
 JA0555
 JA0555.The orthometric height was determined by differential leveling
 JA0555.and adjusted by the National Geodetic Survey in June 1991..
 JA0555
 JA0555.The geoid height was determined by GEOID03.
 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     -   339,480.      926,360.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0555.See file dsdata.txt to determine how the superseded data were derived.
 JA0555
 JA0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH190397(NAD 83)
 JA0555_MARKER: DZ = AZIMUTH MARK DISK
 JA0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0555_STAMPING: KYANA 1946
 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             NGS
 JA0555
 JA0555                          STATION DESCRIPTION
 JA0555
 JA0555'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0557 ***********************************************************************
 JA0557  DESIGNATION -  KYANA RM 1
 JA0557  PID         -  JA0557
 JA0557  STATE/COUNTY-  IN/DUBOIS
 JA0557  USGS QUAD   -  SAINT ANTHONY (1990)
 JA0557
 JA0557                         *CURRENT SURVEY CONTROL
 JA0557  ___________________________________________________________________
 JA0557* NAD 83(1986)-  38 18 22.     (N)    086 47 26.     (W)     SCALED    
 JA0557* NAVD 88     -       184.488  (meters)     605.27   (feet)  ADJUSTED  
 JA0557  ___________________________________________________________________
 JA0557  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JA0557  DYNAMIC HT  -         184.362 (meters)     604.86  (feet)  COMP
 JA0557  MODELED GRAV-     979,942.4   (mgal)                       NAVD 88
 JA0557
 JA0557  VERT ORDER  -  FIRST     CLASS II
 JA0557
 JA0557.The horizontal coordinates were scaled from a topographic map and have
 JA0557.an estimated accuracy of +/- 6 seconds.
 JA0557
 JA0557.The orthometric height was determined by differential leveling
 JA0557.and adjusted by the National Geodetic Survey in June 1991..
 JA0557
 JA0557.The geoid height was determined by GEOID03.
 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     -   339,510.      925,610.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0557.See file dsdata.txt to determine how the superseded data were derived.
 JA0557
 JA0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH183398(NAD 83)
 JA0557_MARKER: DR = REFERENCE MARK DISK
 JA0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0557_STAMPING: KYANA NO 1 1946
 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             NGS
 JA0557
 JA0557                          STATION DESCRIPTION
 JA0557
 JA0557'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0558 ***********************************************************************
 JA0558  DESIGNATION -  KYANA RM 2
 JA0558  PID         -  JA0558
 JA0558  STATE/COUNTY-  IN/DUBOIS
 JA0558  USGS QUAD   -  SAINT ANTHONY (1990)
 JA0558
 JA0558                         *CURRENT SURVEY CONTROL
 JA0558  ___________________________________________________________________
 JA0558* NAD 83(1986)-  38 18 22.     (N)    086 47 26.     (W)     SCALED    
 JA0558* NAVD 88     -       185.960  (meters)     610.10   (feet)  ADJUSTED  
 JA0558  ___________________________________________________________________
 JA0558  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JA0558  DYNAMIC HT  -         185.833 (meters)     609.69  (feet)  COMP
 JA0558  MODELED GRAV-     979,942.4   (mgal)                       NAVD 88
 JA0558
 JA0558  VERT ORDER  -  FIRST     CLASS II
 JA0558
 JA0558.The horizontal coordinates were scaled from a topographic map and have
 JA0558.an estimated accuracy of +/- 6 seconds.
 JA0558
 JA0558.The orthometric height was determined by differential leveling
 JA0558.and adjusted by the National Geodetic Survey in June 1991..
 JA0558
 JA0558.The geoid height was determined by GEOID03.
 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     -   339,510.      925,610.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0558.See file dsdata.txt to determine how the superseded data were derived.
 JA0558
 JA0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH183398(NAD 83)
 JA0558_MARKER: DR = REFERENCE MARK DISK
 JA0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0558_STAMPING: KYANA NO 2 1946
 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             NGS
 JA0558
 JA0558                          STATION DESCRIPTION
 JA0558
 JA0558'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME2349 ***********************************************************************
 ME2349  DESIGNATION -  KYLE
 ME2349  PID         -  ME2349
 ME2349  STATE/COUNTY-  IN/LA PORTE
 ME2349  USGS QUAD   -  HAMLET (1977)
 ME2349
 ME2349                         *CURRENT SURVEY CONTROL
 ME2349  ___________________________________________________________________
 ME2349* NAD 83(1997)-  41 28 38.42231(N)    086 36 14.16229(W)     ADJUSTED  
 ME2349* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 ME2349  ___________________________________________________________________
 ME2349  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 ME2349  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME2349
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2349
 ME2349.The geoid height was determined by GEOID03.
 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;SPC IN E     -   691,993.156    21,716.671   MT  1.00004205   -0 37 14.9
 ME2349;SPC IN E     - 2,270,314.21     71,248.78   sFT  1.00004205   -0 37 14.9
 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!SPC IN E     -   0.99997270  x   1.00004205  =   1.00001475
 ME2349!UTM  16      -   0.99997270  x   0.99961346  =   0.99958617
 ME2349
 ME2349:                Primary Azimuth Mark                     Grid Az
 ME2349:SPC IN W     -  KINGSBURY ORD PLANT TANK 5               040 43 30.4
 ME2349:SPC IN E     -  KINGSBURY ORD PLANT TANK 5               041 39 48.4
 ME2349:UTM  16      -  KINGSBURY ORD PLANT TANK 5               040 46 49.1
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2349.See file dsdata.txt to determine how the superseded data were derived.
 ME2349
 ME2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3306891824(NAD 83)
 ME2349_MARKER: DS = TRIANGULATION STATION DISK
 ME2349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2349'ABOUT 5-1/2 MILES WEST OF WALKERTON AND ABOUT 2 MILES EAST OF UNION
 ME2349'CENTER.  IT IS 54 FEET EAST OF
 ME2349'THE EAST END OF THE SOUTH WING OF A CONCRETE ABUTMENT OF
 ME2349'THE BRIDGE ACROSS THE RIVER, 54 FEET NORTHEAST OF
 ME2349'A HIGHWAY RIGHT-OF-WAY MARKER AND 40
 ME2349'FEET SOUTH OF THE CENTER OF THE HIGHWAY.  THE MARK IS FLUSH AND THE
 ME2349'DISK IS 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
 ME2349'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
 ME2349'ABUTMENT, 14 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 1.5 FEET
 ME2349'WEST OF THE EAST END OF THE ABUTMENT.
 ME2349'THE DISK IS A U.S. COAST AND GEODETIC SURVEY
 ME2349'BENCH MARK DISK SET FLUSH IN A DRILLHOLE IN THE CONCRETE
 ME2349'ABUTMENT AND STAMPED X 153 1946.
 ME2349'
 ME2349'AZIMUTH MARK IS 40 FEET SOUTH OF THE CENTER OF HIGHWAY 6, 13 FEET
 ME2349'WEST OF THE CENTER OF A
 ME2349'DRIVEWAY AND 7 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH
 ME2349'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
 ME2349'OF UNION CENTER, GO EAST ON HIGHWAY 6 FOR 1.8 MILES TO THE BRIDGE
 ME2349'ACROSS THE KANKAKEE RIVER AND THE
 ME2349'STATION ON THE RIGHT AS DESCRIBED.  CONTINUE EAST ON
 ME2349'THE HIGHWAY FOR 0.4 MILE TO A DRIVEWAY RIGHT AND THE
 ME2349'AZIMUTH MARK ON THE RIGHT AS
 ME2349'DESCRIBED.
 ME2349'
 ME2349'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1816 ***********************************************************************
 JZ1816  DESIGNATION -  L 1
 JZ1816  PID         -  JZ1816
 JZ1816  STATE/COUNTY-  IN/RIPLEY
 JZ1816  USGS QUAD   -  SUNMAN (1994)
 JZ1816
 JZ1816                         *CURRENT SURVEY CONTROL
 JZ1816  ___________________________________________________________________
 JZ1816* NAD 83(1986)-  39 14 13.     (N)    085 05 43.     (W)     SCALED    
 JZ1816* NAVD 88     -       311.006  (meters)    1020.36   (feet)  ADJUSTED  
 JZ1816  ___________________________________________________________________
 JZ1816  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ1816  DYNAMIC HT  -         310.810 (meters)    1019.72  (feet)  COMP
 JZ1816  MODELED GRAV-     979,988.5   (mgal)                       NAVD 88
 JZ1816
 JZ1816  VERT ORDER  -  FIRST     CLASS II
 JZ1816
 JZ1816.The horizontal coordinates were scaled from a topographic map and have
 JZ1816.an estimated accuracy of +/- 6 seconds.
 JZ1816
 JZ1816.The orthometric height was determined by differential leveling
 JZ1816.and adjusted by the National Geodetic Survey in June 1991..
 JZ1816
 JZ1816.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1816.See file dsdata.txt to determine how the superseded data were derived.
 JZ1816
 JZ1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ643448(NAD 83)
 JZ1816_MARKER: DB = BENCH MARK DISK
 JZ1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1816_SP_SET: STONE
 JZ1816_STAMPING: L 1
 JZ1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1816+STABILITY: SURFACE MOTION
 JZ1816
 JZ1816  HISTORY     - Date     Condition        Report By
 JZ1816  HISTORY     - UNK      MONUMENTED       CGS
 JZ1816  HISTORY     - 1947     GOOD             NGS
 JZ1816  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ1816  HISTORY     - 20010109 POOR             LOCSUR
 JZ1816
 JZ1816                          STATION DESCRIPTION
 JZ1816
 JZ1816'DESCRIBED BY NATIONAL 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'MARK NOT FOUND.
 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 = OCTOBER  6, 2006
 JA0034 ***********************************************************************
 JA0034  DESIGNATION -  L 10
 JA0034  PID         -  JA0034
 JA0034  STATE/COUNTY-  IN/LAWRENCE
 JA0034  USGS QUAD   -  TUNNELTON (1980)
 JA0034
 JA0034                         *CURRENT SURVEY CONTROL
 JA0034  ___________________________________________________________________
 JA0034* NAD 83(1986)-  38 46 33.     (N)    086 19 04.     (W)     SCALED    
 JA0034* NAVD 88     -       159.074  (meters)     521.90   (feet)  ADJUSTED  
 JA0034  ___________________________________________________________________
 JA0034  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JA0034  DYNAMIC HT  -         158.974 (meters)     521.57  (feet)  COMP
 JA0034  MODELED GRAV-     979,994.1   (mgal)                       NAVD 88
 JA0034
 JA0034  VERT ORDER  -  FIRST     CLASS II
 JA0034
 JA0034.The horizontal coordinates were scaled from a topographic map and have
 JA0034.an estimated accuracy of +/- 6 seconds.
 JA0034
 JA0034.The orthometric height was determined by differential leveling
 JA0034.and adjusted by the National Geodetic Survey in June 1991..
 JA0034
 JA0034.The geoid height was determined by GEOID03.
 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     -   391,890.      966,520.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0034.See file dsdata.txt to determine how the superseded data were derived.
 JA0034
 JA0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH592921(NAD 83)
 JA0034_MARKER: DB = BENCH MARK DISK
 JA0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0034_SP_SET: CULVERT
 JA0034_STAMPING: 522.305 L 10 1930
 JA0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0034
 JA0034  HISTORY     - Date     Condition        Report By
 JA0034  HISTORY     - 1930     MONUMENTED       CGS
 JA0034  HISTORY     - 1934     GOOD             NGS
 JA0034
 JA0034                          STATION DESCRIPTION
 JA0034
 JA0034'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0156 ***********************************************************************
 LB0156  DESIGNATION -  L 10 CASS
 LB0156  PID         -  LB0156
 LB0156  STATE/COUNTY-  IN/CASS
 LB0156  USGS QUAD   -  TWELVE MILE (1991)
 LB0156
 LB0156                         *CURRENT SURVEY CONTROL
 LB0156  ___________________________________________________________________
 LB0156* NAD 83(1986)-  40 51 58.     (N)    086 10 14.     (W)     SCALED    
 LB0156* NAVD 88     -       239.278  (meters)     785.03   (feet)  ADJUSTED  
 LB0156  ___________________________________________________________________
 LB0156  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 LB0156  DYNAMIC HT  -         239.167 (meters)     784.67  (feet)  COMP
 LB0156  MODELED GRAV-     980,156.4   (mgal)                       NAVD 88
 LB0156
 LB0156  VERT ORDER  -  SECOND    CLASS 0
 LB0156
 LB0156.The horizontal coordinates were scaled from a topographic map and have
 LB0156.an estimated accuracy of +/- 6 seconds.
 LB0156
 LB0156.The orthometric height was determined by differential leveling
 LB0156.and adjusted by the National Geodetic Survey in June 1991..
 LB0156
 LB0156.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0156.See file dsdata.txt to determine how the superseded data were derived.
 LB0156
 LB0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL698242(NAD 83)
 LB0156_MARKER: DD = SURVEY DISK
 LB0156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0156_SP_SET: BRIDGE WINGWALL
 LB0156_STAMPING: L 10 CASS
 LB0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0156
 LB0156  HISTORY     - Date     Condition        Report By
 LB0156  HISTORY     - UNK      MONUMENTED       INHD
 LB0156  HISTORY     - 1946     GOOD             NGS
 LB0156  HISTORY     - 1989     GOOD             USPSQD
 LB0156
 LB0156                          STATION DESCRIPTION
 LB0156
 LB0156'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1043 ***********************************************************************
 KA1043  DESIGNATION -  L 101
 KA1043  PID         -  KA1043
 KA1043  STATE/COUNTY-  IN/MONTGOMERY
 KA1043  USGS QUAD   -  ALAMO (1980)
 KA1043
 KA1043                         *CURRENT SURVEY CONTROL
 KA1043  ___________________________________________________________________
 KA1043* NAD 83(1986)-  39 52 53.     (N)    087 03 45.     (W)     SCALED    
 KA1043* NAVD 88     -       228.399  (meters)     749.34   (feet)  ADJUSTED  
 KA1043  ___________________________________________________________________
 KA1043  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KA1043  DYNAMIC HT  -         228.272 (meters)     748.92  (feet)  COMP
 KA1043  MODELED GRAV-     980,063.2   (mgal)                       NAVD 88
 KA1043
 KA1043  VERT ORDER  -  SECOND    CLASS 0
 KA1043
 KA1043.The horizontal coordinates were scaled from a topographic map and have
 KA1043.an estimated accuracy of +/- 6 seconds.
 KA1043
 KA1043.The orthometric height was determined by differential leveling
 KA1043.and adjusted by the National Geodetic Survey in June 1991..
 KA1043
 KA1043.The geoid height was determined by GEOID03.
 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     -   514,350.      901,780.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1043.See file dsdata.txt to determine how the superseded data were derived.
 KA1043
 KA1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK946145(NAD 83)
 KA1043_MARKER: DB = BENCH MARK DISK
 KA1043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1043_SP_SET: CULVERT
 KA1043_STAMPING: L 101 1946
 KA1043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0993 ***********************************************************************
 KA0993  DESIGNATION -  L 103
 KA0993  PID         -  KA0993
 KA0993  STATE/COUNTY-  IN/FOUNTAIN
 KA0993  USGS QUAD   -  KINGMAN (1978)
 KA0993
 KA0993                         *CURRENT SURVEY CONTROL
 KA0993  ___________________________________________________________________
 KA0993* NAD 83(1986)-  39 58 02.     (N)    087 15 34.     (W)     SCALED    
 KA0993* NAVD 88     -       216.222  (meters)     709.39   (feet)  ADJUSTED  
 KA0993  ___________________________________________________________________
 KA0993  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KA0993  DYNAMIC HT  -         216.106 (meters)     709.01  (feet)  COMP
 KA0993  MODELED GRAV-     980,081.9   (mgal)                       NAVD 88
 KA0993
 KA0993  VERT ORDER  -  SECOND    CLASS 0
 KA0993
 KA0993.The horizontal coordinates were scaled from a topographic map and have
 KA0993.an estimated accuracy of +/- 6 seconds.
 KA0993
 KA0993.The orthometric height was determined by differential leveling
 KA0993.and adjusted by the National Geodetic Survey in June 1991..
 KA0993
 KA0993.The geoid height was determined by GEOID03.
 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     -   523,890.      884,960.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0993.See file dsdata.txt to determine how the superseded data were derived.
 KA0993
 KA0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK778241(NAD 83)
 KA0993_MARKER: DB = BENCH MARK DISK
 KA0993_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0993_SP_SET: CULVERT
 KA0993_STAMPING: L 103 1946
 KA0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1765 ***********************************************************************
 LB1765  DESIGNATION -  L 104
 LB1765  PID         -  LB1765
 LB1765  STATE/COUNTY-  IN/FOUNTAIN
 LB1765  USGS QUAD   -  PERRYSVILLE (1991)
 LB1765
 LB1765                         *CURRENT SURVEY CONTROL
 LB1765  ___________________________________________________________________
 LB1765* NAD 83(1986)-  40 00 41.     (N)    087 24 24.     (W)     SCALED    
 LB1765* NAVD 88     -       191.409  (meters)     627.98   (feet)  ADJUSTED  
 LB1765  ___________________________________________________________________
 LB1765  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 LB1765  DYNAMIC HT  -         191.309 (meters)     627.65  (feet)  COMP
 LB1765  MODELED GRAV-     980,099.1   (mgal)                       NAVD 88
 LB1765
 LB1765  VERT ORDER  -  SECOND    CLASS 0
 LB1765
 LB1765.The horizontal coordinates were scaled from a topographic map and have
 LB1765.an estimated accuracy of +/- 6 seconds.
 LB1765
 LB1765.The orthometric height was determined by differential leveling
 LB1765.and adjusted by the National Geodetic Survey in June 1991..
 LB1765
 LB1765.The geoid height was determined by GEOID03.
 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     -   528,830.      872,400.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1765.See file dsdata.txt to determine how the superseded data were derived.
 LB1765
 LB1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK652291(NAD 83)
 LB1765_MARKER: DB = BENCH MARK DISK
 LB1765_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1765_SP_SET: CULVERT
 LB1765_STAMPING: L 104 1946
 LB1765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME1369 ***********************************************************************
 ME1369  DESIGNATION -  L 105
 ME1369  PID         -  ME1369
 ME1369  STATE/COUNTY-  IN/NEWTON
 ME1369  USGS QUAD   -  FAIR OAKS (1980)
 ME1369
 ME1369                         *CURRENT SURVEY CONTROL
 ME1369  ___________________________________________________________________
 ME1369* NAD 83(1986)-  41 05 24.     (N)    087 20 01.     (W)     SCALED    
 ME1369* NAVD 88     -       206.821  (meters)     678.55   (feet)  ADJUSTED  
 ME1369  ___________________________________________________________________
 ME1369  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME1369  DYNAMIC HT  -         206.733 (meters)     678.26  (feet)  COMP
 ME1369  MODELED GRAV-     980,191.8   (mgal)                       NAVD 88
 ME1369
 ME1369  VERT ORDER  -  SECOND    CLASS 0
 ME1369
 ME1369.The horizontal coordinates were scaled from a topographic map and have
 ME1369.an estimated accuracy of +/- 6 seconds.
 ME1369
 ME1369.The orthometric height was determined by differential leveling
 ME1369.and adjusted by the National Geodetic Survey in June 1991..
 ME1369
 ME1369.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1369.See file dsdata.txt to determine how the superseded data were derived.
 ME1369
 ME1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL719488(NAD 83)
 ME1369_MARKER: DB = BENCH MARK DISK
 ME1369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1369_SP_SET: CULVERT
 ME1369_STAMPING: L 105 1946
 ME1369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1369
 ME1369  HISTORY     - Date     Condition        Report By
 ME1369  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1370 ***********************************************************************
 ME1370  DESIGNATION -  L 105 RESET 1956
 ME1370  PID         -  ME1370
 ME1370  STATE/COUNTY-  IN/NEWTON
 ME1370  USGS QUAD   -  FAIR OAKS (1980)
 ME1370
 ME1370                         *CURRENT SURVEY CONTROL
 ME1370  ___________________________________________________________________
 ME1370* NAD 83(1986)-  41 05 24.     (N)    087 20 01.     (W)     SCALED    
 ME1370* NAVD 88     -       205.69   (meters)     674.8    (feet)  RESET     
 ME1370  ___________________________________________________________________
 ME1370  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME1370
 ME1370  VERT ORDER  -  THIRD
 ME1370
 ME1370.The horizontal coordinates were scaled from a topographic map and have
 ME1370.an estimated accuracy of +/- 6 seconds.
 ME1370
 ME1370.The orthometric height was computed from unverified reset data.
 ME1370
 ME1370.The geoid height was determined by GEOID03.
 ME1370
 ME1370;                    North         East    Units  Estimated Accuracy
 ME1370;SPC IN W     -   648,580.      878,970.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1370.See file dsdata.txt to determine how the superseded data were derived.
 ME1370
 ME1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL719488(NAD 83)
 ME1370_MARKER: DB = BENCH MARK DISK
 ME1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1370_STAMPING: L 105 RESET 1956
 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             NGS
 ME1370
 ME1370                          STATION DESCRIPTION
 ME1370
 ME1370'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1302 ***********************************************************************
 LB1302  DESIGNATION -  L 106 RESET 1957
 LB1302  PID         -  LB1302
 LB1302  STATE/COUNTY-  IN/NEWTON
 LB1302  USGS QUAD   -  GOODLAND (1976)
 LB1302
 LB1302                         *CURRENT SURVEY CONTROL
 LB1302  ___________________________________________________________________
 LB1302* NAD 83(1986)-  40 49 39.     (N)    087 18 18.     (W)     SCALED    
 LB1302* NAVD 88     -       200.28   (meters)     657.1    (feet)  RESET     
 LB1302  ___________________________________________________________________
 LB1302  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LB1302
 LB1302  VERT ORDER  -  THIRD
 LB1302
 LB1302.The horizontal coordinates were scaled from a topographic map and have
 LB1302.an estimated accuracy of +/- 6 seconds.
 LB1302
 LB1302.The orthometric height was computed from unverified reset data.
 LB1302
 LB1302.The geoid height was determined by GEOID03.
 LB1302
 LB1302;                    North         East    Units  Estimated Accuracy
 LB1302;SPC IN W     -   619,430.      881,300.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1302.See file dsdata.txt to determine how the superseded data were derived.
 LB1302
 LB1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL742196(NAD 83)
 LB1302_MARKER: DB = BENCH MARK DISK
 LB1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1302_STAMPING: L 106 RESET 1957
 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             NGS
 LB1302
 LB1302                          STATION DESCRIPTION
 LB1302
 LB1302'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1419 ***********************************************************************
 LB1419  DESIGNATION -  L 107
 LB1419  PID         -  LB1419
 LB1419  STATE/COUNTY-  IN/JASPER
 LB1419  USGS QUAD   -  REMINGTON (1980)
 LB1419
 LB1419                         *CURRENT SURVEY CONTROL
 LB1419  ___________________________________________________________________
 LB1419* NAD 83(1986)-  40 51 58.     (N)    087 10 35.     (W)     SCALED    
 LB1419* NAVD 88     -       200.990  (meters)     659.41   (feet)  ADJUSTED  
 LB1419  ___________________________________________________________________
 LB1419  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 LB1419  DYNAMIC HT  -         200.902 (meters)     659.13  (feet)  COMP
 LB1419  MODELED GRAV-     980,181.2   (mgal)                       NAVD 88
 LB1419
 LB1419  VERT ORDER  -  SECOND    CLASS 0
 LB1419
 LB1419.The horizontal coordinates were scaled from a topographic map and have
 LB1419.an estimated accuracy of +/- 6 seconds.
 LB1419
 LB1419.The orthometric height was determined by differential leveling
 LB1419.and adjusted by the National Geodetic Survey in June 1991..
 LB1419
 LB1419.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1419.See file dsdata.txt to determine how the superseded data were derived.
 LB1419
 LB1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL851239(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1419
 LB1419  HISTORY     - Date     Condition        Report By
 LB1419  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1349 ***********************************************************************
 LB1349  DESIGNATION -  L 108 RESET 1957
 LB1349  PID         -  LB1349
 LB1349  STATE/COUNTY-  IN/JASPER
 LB1349  USGS QUAD   -  RENSSELAER (1980)
 LB1349
 LB1349                         *CURRENT SURVEY CONTROL
 LB1349  ___________________________________________________________________
 LB1349* NAD 83(1986)-  40 54 29.     (N)    087 09 18.     (W)     SCALED    
 LB1349* NAVD 88     -       200.90   (meters)     659.1    (feet)  RESET     
 LB1349  ___________________________________________________________________
 LB1349  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 LB1349
 LB1349  VERT ORDER  -  THIRD
 LB1349
 LB1349.The horizontal coordinates were scaled from a topographic map and have
 LB1349.an estimated accuracy of +/- 6 seconds.
 LB1349
 LB1349.The orthometric height was computed from unverified reset data.
 LB1349
 LB1349.The geoid height was determined by GEOID03.
 LB1349
 LB1349;                    North         East    Units  Estimated Accuracy
 LB1349;SPC IN W     -   628,350.      893,960.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1349.See file dsdata.txt to determine how the superseded data were derived.
 LB1349
 LB1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL869285(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1349
 LB1349  HISTORY     - Date     Condition        Report By
 LB1349  HISTORY     - 1957     MONUMENTED       INHD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1459 ***********************************************************************
 LB1459  DESIGNATION -  L 109
 LB1459  PID         -  LB1459
 LB1459  STATE/COUNTY-  IN/NEWTON
 LB1459  USGS QUAD   -  KENTLAND (1980)
 LB1459
 LB1459                         *CURRENT SURVEY CONTROL
 LB1459  ___________________________________________________________________
 LB1459* NAD 83(1986)-  40 46 04.     (N)    087 26 31.     (W)     SCALED    
 LB1459* NAVD 88     -       207.382  (meters)     680.39   (feet)  ADJUSTED  
 LB1459  ___________________________________________________________________
 LB1459  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 LB1459  DYNAMIC HT  -         207.288 (meters)     680.08  (feet)  COMP
 LB1459  MODELED GRAV-     980,164.2   (mgal)                       NAVD 88
 LB1459
 LB1459  VERT ORDER  -  SECOND    CLASS 0
 LB1459
 LB1459.The horizontal coordinates were scaled from a topographic map and have
 LB1459.an estimated accuracy of +/- 6 seconds.
 LB1459
 LB1459.The orthometric height was determined by differential leveling
 LB1459.and adjusted by the National Geodetic Survey in June 1991..
 LB1459
 LB1459.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1459.See file dsdata.txt to determine how the superseded data were derived.
 LB1459
 LB1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL627130(NAD 83)
 LB1459_MARKER: DB = BENCH MARK DISK
 LB1459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1459_SP_SET: BRIDGE
 LB1459_STAMPING: L 109 1946
 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 = OCTOBER  6, 2006
 LB1083 ***********************************************************************
 LB1083  DESIGNATION -  L 110
 LB1083  PID         -  LB1083
 LB1083  STATE/COUNTY-  IN/JASPER
 LB1083  USGS QUAD   -  FRANCESVILLE (1986)
 LB1083
 LB1083                         *CURRENT SURVEY CONTROL
 LB1083  ___________________________________________________________________
 LB1083* NAD 83(1986)-  40 59 08.     (N)    086 59 13.     (W)     SCALED    
 LB1083* NAVD 88     -       207.149  (meters)     679.62   (feet)  ADJUSTED  
 LB1083  ___________________________________________________________________
 LB1083  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 LB1083  DYNAMIC HT  -         207.058 (meters)     679.32  (feet)  COMP
 LB1083  MODELED GRAV-     980,181.1   (mgal)                       NAVD 88
 LB1083
 LB1083  VERT ORDER  -  SECOND    CLASS 0
 LB1083
 LB1083.The horizontal coordinates were scaled from a topographic map and have
 LB1083.an estimated accuracy of +/- 6 seconds.
 LB1083
 LB1083.The orthometric height was determined by differential leveling
 LB1083.and adjusted by the National Geodetic Survey in June 1991..
 LB1083
 LB1083.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1083.See file dsdata.txt to determine how the superseded data were derived.
 LB1083
 LB1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL010371(NAD 83)
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0877 ***********************************************************************
 LB0877  DESIGNATION -  L 111
 LB0877  PID         -  LB0877
 LB0877  STATE/COUNTY-  IN/BOONE
 LB0877  USGS QUAD   -  HAZELRIGG (1980)
 LB0877
 LB0877                         *CURRENT SURVEY CONTROL
 LB0877  ___________________________________________________________________
 LB0877* NAD 83(1986)-  40 01 29.     (N)    086 37 11.     (W)     SCALED    
 LB0877* NAVD 88     -       280.689  (meters)     920.89   (feet)  ADJUSTED  
 LB0877  ___________________________________________________________________
 LB0877  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 LB0877  DYNAMIC HT  -         280.536 (meters)     920.39  (feet)  COMP
 LB0877  MODELED GRAV-     980,072.3   (mgal)                       NAVD 88
 LB0877
 LB0877  VERT ORDER  -  SECOND    CLASS 0
 LB0877
 LB0877.The horizontal coordinates were scaled from a topographic map and have
 LB0877.an estimated accuracy of +/- 6 seconds.
 LB0877
 LB0877.The orthometric height was determined by differential leveling
 LB0877.and adjusted by the National Geodetic Survey in June 1991..
 LB0877
 LB0877.The geoid height was determined by GEOID03.
 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     -   530,370.      939,570.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0877.See file dsdata.txt to determine how the superseded data were derived.
 LB0877
 LB0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK324305(NAD 83)
 LB0877_MARKER: DB = BENCH MARK DISK
 LB0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0877_STAMPING: L 111 1946
 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 = OCTOBER  6, 2006
 LB0612 ***********************************************************************
 LB0612  DESIGNATION -  L 112
 LB0612  PID         -  LB0612
 LB0612  STATE/COUNTY-  IN/BOONE
 LB0612  USGS QUAD   -  ROSSTON (1987)
 LB0612
 LB0612                         *CURRENT SURVEY CONTROL
 LB0612  ___________________________________________________________________
 LB0612* NAD 83(1986)-  40 02 23.     (N)    086 20 46.     (W)     SCALED    
 LB0612* NAVD 88     -       288.311  (meters)     945.90   (feet)  ADJUSTED  
 LB0612  ___________________________________________________________________
 LB0612  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 LB0612  DYNAMIC HT  -         288.150 (meters)     945.37  (feet)  COMP
 LB0612  MODELED GRAV-     980,061.7   (mgal)                       NAVD 88
 LB0612
 LB0612  VERT ORDER  -  SECOND    CLASS 0
 LB0612
 LB0612.The horizontal coordinates were scaled from a topographic map and have
 LB0612.an estimated accuracy of +/- 6 seconds.
 LB0612
 LB0612.The orthometric height was determined by differential leveling
 LB0612.and adjusted by the National Geodetic Survey in June 1991..
 LB0612
 LB0612.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0612.See file dsdata.txt to determine how the superseded data were derived.
 LB0612
 LB0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK557323(NAD 83)
 LB0612_MARKER: DB = BENCH MARK DISK
 LB0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0612_STAMPING: L 112 1946
 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 = OCTOBER  6, 2006
 ME0551 ***********************************************************************
 ME0551  DESIGNATION -  L 113
 ME0551  PID         -  ME0551
 ME0551  STATE/COUNTY-  IN/LA PORTE
 ME0551  USGS QUAD   -  HANNA (1958)
 ME0551
 ME0551                         *CURRENT SURVEY CONTROL
 ME0551  ___________________________________________________________________
 ME0551* NAD 83(1986)-  41 24 48.     (N)    086 47 28.     (W)     SCALED    
 ME0551* NAVD 88     -       212.035  (meters)     695.65   (feet)  ADJUSTED  
 ME0551  ___________________________________________________________________
 ME0551  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0551  DYNAMIC HT  -         211.949 (meters)     695.37  (feet)  COMP
 ME0551  MODELED GRAV-     980,211.6   (mgal)                       NAVD 88
 ME0551
 ME0551  VERT ORDER  -  FIRST     CLASS I
 ME0551
 ME0551.The horizontal coordinates were scaled from a topographic map and have
 ME0551.an estimated accuracy of +/- 6 seconds.
 ME0551
 ME0551.The orthometric height was determined by differential leveling
 ME0551.and adjusted by the National Geodetic Survey in June 1991..
 ME0551
 ME0551.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0551
 ME0551  NGVD 29 (01/19/93)  212.133  (m)          695.97   (f) ADJUSTED    1 1
 ME0551
 ME0551.Superseded values are not recommended for survey control.
 ME0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0551.See file dsdata.txt to determine how the superseded data were derived.
 ME0551
 ME0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL174846(NAD 83)
 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             NGS
 ME0551  HISTORY     - 19920907 GOOD             NGS
 ME0551
 ME0551                          STATION DESCRIPTION
 ME0551
 ME0551'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0852 ***********************************************************************
 LB0852  DESIGNATION -  L 113
 LB0852  PID         -  LB0852
 LB0852  STATE/COUNTY-  IN/BOONE
 LB0852  USGS QUAD   -  COLFAX (1980)
 LB0852
 LB0852                         *CURRENT SURVEY CONTROL
 LB0852  ___________________________________________________________________
 LB0852* NAD 83(1986)-  40 09 37.     (N)    086 37 41.     (W)     SCALED    
 LB0852* NAVD 88     -       251.652  (meters)     825.63   (feet)  ADJUSTED  
 LB0852  ___________________________________________________________________
 LB0852  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 LB0852  DYNAMIC HT  -         251.517 (meters)     825.19  (feet)  COMP
 LB0852  MODELED GRAV-     980,083.2   (mgal)                       NAVD 88
 LB0852
 LB0852  VERT ORDER  -  SECOND    CLASS 0
 LB0852
 LB0852.The horizontal coordinates were scaled from a topographic map and have
 LB0852.an estimated accuracy of +/- 6 seconds.
 LB0852
 LB0852.The orthometric height was determined by differential leveling
 LB0852.and adjusted by the National Geodetic Survey in June 1991..
 LB0852
 LB0852.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0852.See file dsdata.txt to determine how the superseded data were derived.
 LB0852
 LB0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK316456(NAD 83)
 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_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 = OCTOBER  6, 2006
 ME0547 ***********************************************************************
 ME0547  DESIGNATION -  L 114
 ME0547  PID         -  ME0547
 ME0547  STATE/COUNTY-  IN/LA PORTE
 ME0547  USGS QUAD   -  HANNA (1958)
 ME0547
 ME0547                         *CURRENT SURVEY CONTROL
 ME0547  ___________________________________________________________________
 ME0547* NAD 83(1986)-  41 24 36.     (N)    086 46 10.     (W)     SCALED    
 ME0547* NAVD 88     -       210.388  (meters)     690.25   (feet)  ADJUSTED  
 ME0547  ___________________________________________________________________
 ME0547  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0547  DYNAMIC HT  -         210.303 (meters)     689.97  (feet)  COMP
 ME0547  MODELED GRAV-     980,212.0   (mgal)                       NAVD 88
 ME0547
 ME0547  VERT ORDER  -  FIRST     CLASS I
 ME0547
 ME0547.The horizontal coordinates were scaled from a topographic map and have
 ME0547.an estimated accuracy of +/- 6 seconds.
 ME0547
 ME0547.The orthometric height was determined by differential leveling
 ME0547.and adjusted by the National Geodetic Survey in April 1995..
 ME0547
 ME0547.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0547
 ME0547  NAVD 88 (06/15/91)  210.390  (m)          690.25   (f) UNKNOWN     1 1
 ME0547  NGVD 29 (01/19/93)  210.489  (m)          690.58   (f) ADJUSTED    1 1
 ME0547
 ME0547.Superseded values are not recommended for survey control.
 ME0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0547.See file dsdata.txt to determine how the superseded data were derived.
 ME0547
 ME0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL192842(NAD 83)
 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             NGS
 ME0547  HISTORY     - 19920907 GOOD             NGS
 ME0547
 ME0547                          STATION DESCRIPTION
 ME0547
 ME0547'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB2726 ***********************************************************************
 LB2726  DESIGNATION -  L 114 RESET
 LB2726  PID         -  LB2726
 LB2726  STATE/COUNTY-  IN/CLINTON
 LB2726  USGS QUAD   -  THORNTOWN (1991)
 LB2726
 LB2726                         *CURRENT SURVEY CONTROL
 LB2726  ___________________________________________________________________
 LB2726* NAD 83(1986)-  40 13 11.     (N)    086 30 03.     (W)     SCALED    
 LB2726* NAVD 88     -       266.89   (meters)     875.6    (feet)  RESET     
 LB2726  ___________________________________________________________________
 LB2726  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 LB2726
 LB2726  VERT ORDER  -  THIRD
 LB2726
 LB2726.The horizontal coordinates were scaled from a topographic map and have
 LB2726.an estimated accuracy of +/- 6 seconds.
 LB2726
 LB2726.The orthometric height was computed from unverified reset data.
 LB2726
 LB2726.The geoid height was determined by GEOID03.
 LB2726
 LB2726;                    North         East    Units  Estimated Accuracy
 LB2726;SPC IN W     -   552,080.      949,580.      MT  (+/- 180 meters Scaled)
 LB2726
 LB2726                          SUPERSEDED SURVEY CONTROL
 LB2726
 LB2726  NGVD 29 (04/16/04)  266.99   (m)          875.9    (f) RESET       3  
 LB2726
 LB2726.Superseded values are not recommended for survey control.
 LB2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2726.See file dsdata.txt to determine how the superseded data were derived.
 LB2726
 LB2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK424522(NAD 83)
 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 = OCTOBER  6, 2006
 LB0097 ***********************************************************************
 LB0097  DESIGNATION -  L 115
 LB0097  PID         -  LB0097
 LB0097  STATE/COUNTY-  IN/CASS
 LB0097  USGS QUAD   -  YOUNG AMERICA (1959)
 LB0097
 LB0097                         *CURRENT SURVEY CONTROL
 LB0097  ___________________________________________________________________
 LB0097* NAD 83(1986)-  40 36 17.     (N)    086 19 01.     (W)     SCALED    
 LB0097* NAVD 88     -       226.919  (meters)     744.48   (feet)  ADJUSTED  
 LB0097  ___________________________________________________________________
 LB0097  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 LB0097  DYNAMIC HT  -         226.806 (meters)     744.11  (feet)  COMP
 LB0097  MODELED GRAV-     980,122.0   (mgal)                       NAVD 88
 LB0097
 LB0097  VERT ORDER  -  SECOND    CLASS 0
 LB0097
 LB0097.The horizontal coordinates were scaled from a topographic map and have
 LB0097.an estimated accuracy of +/- 6 seconds.
 LB0097
 LB0097.The orthometric height was determined by differential leveling
 LB0097.and adjusted by the National Geodetic Survey in June 1991..
 LB0097
 LB0097.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0097.See file dsdata.txt to determine how the superseded data were derived.
 LB0097
 LB0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK577951(NAD 83)
 LB0097_MARKER: DB = BENCH MARK DISK
 LB0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0097_STAMPING: L 115 1946
 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 = OCTOBER  6, 2006
 LB0327 ***********************************************************************
 LB0327  DESIGNATION -  L 116
 LB0327  PID         -  LB0327
 LB0327  STATE/COUNTY-  IN/CARROLL
 LB0327  USGS QUAD   -  BURLINGTON (1984)
 LB0327
 LB0327                         *CURRENT SURVEY CONTROL
 LB0327  ___________________________________________________________________
 LB0327* NAD 83(1986)-  40 28 37.     (N)    086 23 44.     (W)     SCALED    
 LB0327* NAVD 88     -       242.456  (meters)     795.46   (feet)  ADJUSTED  
 LB0327  ___________________________________________________________________
 LB0327  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 LB0327  DYNAMIC HT  -         242.331 (meters)     795.05  (feet)  COMP
 LB0327  MODELED GRAV-     980,104.5   (mgal)                       NAVD 88
 LB0327
 LB0327  VERT ORDER  -  SECOND    CLASS 0
 LB0327
 LB0327.The horizontal coordinates were scaled from a topographic map and have
 LB0327.an estimated accuracy of +/- 6 seconds.
 LB0327
 LB0327.The orthometric height was determined by differential leveling
 LB0327.and adjusted by the National Geodetic Survey in June 1991..
 LB0327
 LB0327.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0327.See file dsdata.txt to determine how the superseded data were derived.
 LB0327
 LB0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK512808(NAD 83)
 LB0327_MARKER: DB = BENCH MARK DISK
 LB0327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0327_SP_SET: BUILDING
 LB0327_STAMPING: L 116 1946
 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 = OCTOBER  6, 2006
 LB2093 ***********************************************************************
 LB2093  DESIGNATION -  L 116 RESET 1983
 LB2093  PID         -  LB2093
 LB2093  STATE/COUNTY-  IN/CARROLL
 LB2093  USGS QUAD   -  BURLINGTON (1984)
 LB2093
 LB2093                         *CURRENT SURVEY CONTROL
 LB2093  ___________________________________________________________________
 LB2093* NAD 83(1986)-  40 28 37.     (N)    086 23 44.     (W)     SCALED    
 LB2093* NAVD 88     -       241.65   (meters)     792.8    (feet)  RESET     
 LB2093  ___________________________________________________________________
 LB2093  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 LB2093
 LB2093  VERT ORDER  -  THIRD
 LB2093
 LB2093.The horizontal coordinates were scaled from a topographic map and have
 LB2093.an estimated accuracy of +/- 6 seconds.
 LB2093
 LB2093.The orthometric height was computed from unverified reset data.
 LB2093
 LB2093.The geoid height was determined by GEOID03.
 LB2093
 LB2093;                    North         East    Units  Estimated Accuracy
 LB2093;SPC IN W     -   580,700.      958,320.      MT  (+/- 180 meters Scaled)
 LB2093
 LB2093                          SUPERSEDED SURVEY CONTROL
 LB2093
 LB2093  NGVD 29 (04/16/04)  241.75   (m)          793.1    (f) RESET       3  
 LB2093
 LB2093.Superseded values are not recommended for survey control.
 LB2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2093.See file dsdata.txt to determine how the superseded data were derived.
 LB2093
 LB2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK512808(NAD 83)
 LB2093_MARKER: DB = BENCH MARK 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_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 = OCTOBER  6, 2006
 LB0077 ***********************************************************************
 LB0077  DESIGNATION -  L 117
 LB0077  PID         -  LB0077
 LB0077  STATE/COUNTY-  IN/CASS
 LB0077  USGS QUAD   -  ONWARD (1994)
 LB0077
 LB0077                         *CURRENT SURVEY CONTROL
 LB0077  ___________________________________________________________________
 LB0077* NAD 83(1986)-  40 37 38.     (N)    086 13 08.     (W)     SCALED    
 LB0077* NAVD 88     -       241.070  (meters)     790.91   (feet)  ADJUSTED  
 LB0077  ___________________________________________________________________
 LB0077  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 LB0077  DYNAMIC HT  -         240.950 (meters)     790.52  (feet)  COMP
 LB0077  MODELED GRAV-     980,123.2   (mgal)                       NAVD 88
 LB0077
 LB0077  VERT ORDER  -  SECOND    CLASS 0
 LB0077
 LB0077.The horizontal coordinates were scaled from a topographic map and have
 LB0077.an estimated accuracy of +/- 6 seconds.
 LB0077
 LB0077.The orthometric height was determined by differential leveling
 LB0077.and adjusted by the National Geodetic Survey in June 1991..
 LB0077
 LB0077.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0077.See file dsdata.txt to determine how the superseded data were derived.
 LB0077
 LB0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK660976(NAD 83)
 LB0077_MARKER: DB = BENCH MARK DISK
 LB0077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0077_SP_SET: CULVERT HEADWALL
 LB0077_STAMPING: L 117 1946
 LB0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0077
 LB0077  HISTORY     - Date     Condition        Report By
 LB0077  HISTORY     - 1946     MONUMENTED       CGS
 LB0077  HISTORY     - 1951     GOOD             NGS
 LB0077
 LB0077                          STATION DESCRIPTION
 LB0077
 LB0077'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0971 ***********************************************************************
 LB0971  DESIGNATION -  L 119
 LB0971  PID         -  LB0971
 LB0971  STATE/COUNTY-  IN/CARROLL
 LB0971  USGS QUAD   -  DELPHI (1979)
 LB0971
 LB0971                         *CURRENT SURVEY CONTROL
 LB0971  ___________________________________________________________________
 LB0971* NAD 83(1986)-  40 31 13.     (N)    086 38 20.     (W)     SCALED    
 LB0971* NAVD 88     -       210.228  (meters)     689.72   (feet)  ADJUSTED  
 LB0971  ___________________________________________________________________
 LB0971  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 LB0971  DYNAMIC HT  -         210.123 (meters)     689.38  (feet)  COMP
 LB0971  MODELED GRAV-     980,124.7   (mgal)                       NAVD 88
 LB0971
 LB0971  VERT ORDER  -  SECOND    CLASS 0
 LB0971
 LB0971.The horizontal coordinates were scaled from a topographic map and have
 LB0971.an estimated accuracy of +/- 6 seconds.
 LB0971
 LB0971.The orthometric height was determined by differential leveling
 LB0971.and adjusted by the National Geodetic Survey in June 1991..
 LB0971
 LB0971.The geoid height was determined by GEOID03.
 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     -   585,380.      937,660.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0971.See file dsdata.txt to determine how the superseded data were derived.
 LB0971
 LB0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK305855(NAD 83)
 LB0971_MARKER: DB = BENCH MARK DISK
 LB0971_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0971_SP_SET: CULVERT
 LB0971_STAMPING: L 119 1946
 LB0971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0971
 LB0971  HISTORY     - Date     Condition        Report By
 LB0971  HISTORY     - 1946     MONUMENTED       CGS
 LB0971  HISTORY     - 1978     GOOD             INHD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0916 ***********************************************************************
 JA0916  DESIGNATION -  L 12
 JA0916  PID         -  JA0916
 JA0916  STATE/COUNTY-  IN/DAVIESS
 JA0916  USGS QUAD   -  LYONS (1978)
 JA0916
 JA0916                         *CURRENT SURVEY CONTROL
 JA0916  ___________________________________________________________________
 JA0916* NAD 83(1986)-  38 52 51.     (N)    087 05 01.     (W)     SCALED    
 JA0916* NAVD 88     -       145.003  (meters)     475.73   (feet)  ADJUSTED  
 JA0916  ___________________________________________________________________
 JA0916  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JA0916  DYNAMIC HT  -         144.914 (meters)     475.44  (feet)  COMP
 JA0916  MODELED GRAV-     980,008.0   (mgal)                       NAVD 88
 JA0916
 JA0916  VERT ORDER  -  FIRST     CLASS II
 JA0916
 JA0916.The horizontal coordinates were scaled from a topographic map and have
 JA0916.an estimated accuracy of +/- 6 seconds.
 JA0916
 JA0916.The orthometric height was determined by differential leveling
 JA0916.and adjusted by the National Geodetic Survey in June 1991..
 JA0916
 JA0916.The geoid height was determined by GEOID03.
 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     -   403,270.      899,980.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0916.See file dsdata.txt to determine how the superseded data were derived.
 JA0916
 JA0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ927035(NAD 83)
 JA0916_MARKER: DB = BENCH MARK DISK
 JA0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0916_SP_SET: CONCRETE POST
 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             NGS
 JA0916  HISTORY     - 1985     GOOD             NGS
 JA0916  HISTORY     - 20010305 GOOD             INDNR
 JA0916
 JA0916                          STATION DESCRIPTION
 JA0916
 JA0916'DESCRIBED BY NATIONAL 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' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0705 ***********************************************************************
 LB0705  DESIGNATION -  L 120
 LB0705  PID         -  LB0705
 LB0705  STATE/COUNTY-  IN/CARROLL
 LB0705  USGS QUAD   -  PYRMONT (1961)
 LB0705
 LB0705                         *CURRENT SURVEY CONTROL
 LB0705  ___________________________________________________________________
 LB0705* NAD 83(1986)-  40 28 01.     (N)    086 40 03.     (W)     SCALED    
 LB0705* NAVD 88     -       205.011  (meters)     672.61   (feet)  ADJUSTED  
 LB0705  ___________________________________________________________________
 LB0705  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LB0705  DYNAMIC HT  -         204.909 (meters)     672.27  (feet)  COMP
 LB0705  MODELED GRAV-     980,121.9   (mgal)                       NAVD 88
 LB0705
 LB0705  VERT ORDER  -  SECOND    CLASS 0
 LB0705
 LB0705.The horizontal coordinates were scaled from a topographic map and have
 LB0705.an estimated accuracy of +/- 6 seconds.
 LB0705
 LB0705.The orthometric height was determined by differential leveling
 LB0705.and adjusted by the National Geodetic Survey in June 1991..
 LB0705
 LB0705.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0705.See file dsdata.txt to determine how the superseded data were derived.
 LB0705
 LB0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK281796(NAD 83)
 LB0705_MARKER: DB = BENCH MARK DISK
 LB0705_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0705_SP_SET: PIPE CULVERT HEADWALL
 LB0705_STAMPING: L 120 1946
 LB0705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0705
 LB0705  HISTORY     - Date     Condition        Report By
 LB0705  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0650 ***********************************************************************
 KA0650  DESIGNATION -  L 121
 KA0650  PID         -  KA0650
 KA0650  STATE/COUNTY-  IN/PUTNAM
 KA0650  USGS QUAD   -  CLINTON FALLS (1981)
 KA0650
 KA0650                         *CURRENT SURVEY CONTROL
 KA0650  ___________________________________________________________________
 KA0650* NAD 83(1986)-  39 38 43.     (N)    086 53 41.     (W)     SCALED    
 KA0650* NAVD 88     -       218.564  (meters)     717.07   (feet)  ADJUSTED  
 KA0650  ___________________________________________________________________
 KA0650  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KA0650  DYNAMIC HT  -         218.440 (meters)     716.67  (feet)  COMP
 KA0650  MODELED GRAV-     980,057.7   (mgal)                       NAVD 88
 KA0650
 KA0650  VERT ORDER  -  FIRST     CLASS II
 KA0650
 KA0650.The horizontal coordinates were scaled from a topographic map and have
 KA0650.an estimated accuracy of +/- 6 seconds.
 KA0650
 KA0650.The orthometric height was determined by differential leveling
 KA0650.and adjusted by the National Geodetic Survey in June 1991..
 KA0650
 KA0650.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0650.See file dsdata.txt to determine how the superseded data were derived.
 KA0650
 KA0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ090883(NAD 83)
 KA0650_MARKER: DB = BENCH MARK DISK
 KA0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0650_STAMPING: L 121 1946
 KA0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0650+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 LB1378 ***********************************************************************
 LB1378  DESIGNATION -  L 122 RESET 1972
 LB1378  PID         -  LB1378
 LB1378  STATE/COUNTY-  IN/BENTON
 LB1378  USGS QUAD   -  BOSWELL (1980)
 LB1378
 LB1378                         *CURRENT SURVEY CONTROL
 LB1378  ___________________________________________________________________
 LB1378* NAD 83(1986)-  40 37 19.     (N)    087 23 40.     (W)     SCALED    
 LB1378* NAVD 88     -       234.26   (meters)     768.6    (feet)  RESET     
 LB1378  ___________________________________________________________________
 LB1378  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 LB1378
 LB1378  VERT ORDER  -  THIRD
 LB1378
 LB1378.The horizontal coordinates were scaled from a topographic map and have
 LB1378.an estimated accuracy of +/- 6 seconds.
 LB1378
 LB1378.The orthometric height was computed from unverified reset data.
 LB1378
 LB1378.The geoid height was determined by GEOID03.
 LB1378
 LB1378;                    North         East    Units  Estimated Accuracy
 LB1378;SPC IN W     -   596,620.      873,680.      MT  (+/- 180 meters Scaled)
 LB1378
 LB1378                          SUPERSEDED SURVEY CONTROL
 LB1378
 LB1378.No superseded survey control is available for this station.
 LB1378
 LB1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK666968(NAD 83)
 LB1378_MARKER: DB = BENCH MARK DISK
 LB1378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1378_SP_SET: CULVERT
 LB1378_STAMPING: L 122 RESET 1972
 LB1378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1403 ***********************************************************************
 LB1403  DESIGNATION -  L 123
 LB1403  PID         -  LB1403
 LB1403  STATE/COUNTY-  IN/WHITE
 LB1403  USGS QUAD   -  ROUND GROVE (1962)
 LB1403
 LB1403                         *CURRENT SURVEY CONTROL
 LB1403  ___________________________________________________________________
 LB1403* NAD 83(1986)-  40 36 21.     (N)    087 00 08.     (W)     SCALED    
 LB1403* NAVD 88     -       222.360  (meters)     729.53   (feet)  ADJUSTED  
 LB1403  ___________________________________________________________________
 LB1403  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 LB1403  DYNAMIC HT  -         222.253 (meters)     729.18  (feet)  COMP
 LB1403  MODELED GRAV-     980,134.7   (mgal)                       NAVD 88
 LB1403
 LB1403  VERT ORDER  -  SECOND    CLASS 0
 LB1403
 LB1403.The horizontal coordinates were scaled from a topographic map and have
 LB1403.an estimated accuracy of +/- 6 seconds.
 LB1403
 LB1403.The orthometric height was determined by differential leveling
 LB1403.and adjusted by the National Geodetic Survey in June 1991..
 LB1403
 LB1403.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB1403
 LB1403  NGVD 29 (??/??/92)  222.445  (m)          729.80   (f) ADJ UNCH    2 0
 LB1403
 LB1403.Superseded values are not recommended for survey control.
 LB1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1403.See file dsdata.txt to determine how the superseded data were derived.
 LB1403
 LB1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK998950(NAD 83)
 LB1403_MARKER: DB = BENCH MARK DISK
 LB1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1403_STAMPING: L 123 1946
 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 = OCTOBER  6, 2006
 LB2089 ***********************************************************************
 LB2089  DESIGNATION -  L 123 RESET 1980
 LB2089  PID         -  LB2089
 LB2089  STATE/COUNTY-  IN/WHITE
 LB2089  USGS QUAD   -  ROUND GROVE (1962)
 LB2089
 LB2089                         *CURRENT SURVEY CONTROL
 LB2089  ___________________________________________________________________
 LB2089* NAD 83(1986)-  40 36 21.     (N)    087 00 08.     (W)     SCALED    
 LB2089* NAVD 88     -       222.54   (meters)     730.1    (feet)  RESET     
 LB2089  ___________________________________________________________________
 LB2089  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 LB2089
 LB2089  VERT ORDER  -  THIRD
 LB2089
 LB2089.The horizontal coordinates were scaled from a topographic map and have
 LB2089.an estimated accuracy of +/- 6 seconds.
 LB2089
 LB2089.The orthometric height was computed from unverified reset data.
 LB2089
 LB2089.The geoid height was determined by GEOID03.
 LB2089
 LB2089;                    North         East    Units  Estimated Accuracy
 LB2089;SPC IN W     -   594,790.      906,870.      MT  (+/- 180 meters Scaled)
 LB2089
 LB2089                          SUPERSEDED SURVEY CONTROL
 LB2089
 LB2089  NGVD 29 (04/16/04)  222.62   (m)          730.4    (f) RESET       3  
 LB2089
 LB2089.Superseded values are not recommended for survey control.
 LB2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2089.See file dsdata.txt to determine how the superseded data were derived.
 LB2089
 LB2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK998950(NAD 83)
 LB2089_MARKER: DB = BENCH MARK DISK
 LB2089_SETTING: 0 = UNSPECIFIED SETTING
 LB2089_STAMPING: L 123 RESET 1980
 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 = OCTOBER  6, 2006
 LB1116 ***********************************************************************
 LB1116  DESIGNATION -  L 125
 LB1116  PID         -  LB1116
 LB1116  STATE/COUNTY-  IN/WHITE
 LB1116  USGS QUAD   -  BROOKSTON (1986)
 LB1116
 LB1116                         *CURRENT SURVEY CONTROL
 LB1116  ___________________________________________________________________
 LB1116* NAD 83(1986)-  40 35 52.     (N)    086 52 04.     (W)     SCALED    
 LB1116* NAVD 88     -       206.139  (meters)     676.31   (feet)  ADJUSTED  
 LB1116  ___________________________________________________________________
 LB1116  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 LB1116  DYNAMIC HT  -         206.041 (meters)     675.99  (feet)  COMP
 LB1116  MODELED GRAV-     980,142.4   (mgal)                       NAVD 88
 LB1116
 LB1116  VERT ORDER  -  SECOND    CLASS 0
 LB1116
 LB1116.The horizontal coordinates were scaled from a topographic map and have
 LB1116.an estimated accuracy of +/- 6 seconds.
 LB1116
 LB1116.The orthometric height was determined by differential leveling
 LB1116.and adjusted by the National Geodetic Survey in June 1991..
 LB1116
 LB1116.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1116.See file dsdata.txt to determine how the superseded data were derived.
 LB1116
 LB1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK111941(NAD 83)
 LB1116_MARKER: DB = BENCH MARK DISK
 LB1116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1116_SP_SET: BUILDING
 LB1116_STAMPING: L 125 1946
 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 = OCTOBER  6, 2006
 LB1059 ***********************************************************************
 LB1059  DESIGNATION -  L 126
 LB1059  PID         -  LB1059
 LB1059  STATE/COUNTY-  IN/WHITE
 LB1059  USGS QUAD   -  BUFFALO (1979)
 LB1059
 LB1059                         *CURRENT SURVEY CONTROL
 LB1059  ___________________________________________________________________
 LB1059* NAD 83(1986)-  40 52 59.     (N)    086 43 01.     (W)     SCALED    
 LB1059* NAVD 88     -       207.125  (meters)     679.54   (feet)  ADJUSTED  
 LB1059  ___________________________________________________________________
 LB1059  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 LB1059  DYNAMIC HT  -         207.033 (meters)     679.24  (feet)  COMP
 LB1059  MODELED GRAV-     980,173.5   (mgal)                       NAVD 88
 LB1059
 LB1059  VERT ORDER  -  SECOND    CLASS 0
 LB1059
 LB1059.The horizontal coordinates were scaled from a topographic map and have
 LB1059.an estimated accuracy of +/- 6 seconds.
 LB1059
 LB1059.The orthometric height was determined by differential leveling
 LB1059.and adjusted by the National Geodetic Survey in June 1991..
 LB1059
 LB1059.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1059.See file dsdata.txt to determine how the superseded data were derived.
 LB1059
 LB1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL238258(NAD 83)
 LB1059_MARKER: DB = BENCH MARK DISK
 LB1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1059_STAMPING: L 126 1946
 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 = OCTOBER  6, 2006
 LB0936 ***********************************************************************
 LB0936  DESIGNATION -  L 127
 LB0936  PID         -  LB0936
 LB0936  STATE/COUNTY-  IN/WHITE
 LB0936  USGS QUAD   -  BURNETTSVILLE (1962)
 LB0936
 LB0936                         *CURRENT SURVEY CONTROL
 LB0936  ___________________________________________________________________
 LB0936* NAD 83(1986)-  40 46 24.     (N)    086 35 52.     (W)     SCALED    
 LB0936* NAVD 88     -       218.698  (meters)     717.51   (feet)  ADJUSTED  
 LB0936  ___________________________________________________________________
 LB0936  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 LB0936  DYNAMIC HT  -         218.598 (meters)     717.18  (feet)  COMP
 LB0936  MODELED GRAV-     980,161.3   (mgal)                       NAVD 88
 LB0936
 LB0936  VERT ORDER  -  SECOND    CLASS 0
 LB0936
 LB0936.The horizontal coordinates were scaled from a topographic map and have
 LB0936.an estimated accuracy of +/- 6 seconds.
 LB0936
 LB0936.The orthometric height was determined by differential leveling
 LB0936.and adjusted by the National Geodetic Survey in June 1991..
 LB0936
 LB0936.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0936.See file dsdata.txt to determine how the superseded data were derived.
 LB0936
 LB0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL339136(NAD 83)
 LB0936_MARKER: DB = BENCH MARK DISK
 LB0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0936_STAMPING: L 127 1946
 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 = OCTOBER  6, 2006
 ME0656 ***********************************************************************
 ME0656  DESIGNATION -  L 128
 ME0656  PID         -  ME0656
 ME0656  STATE/COUNTY-  IN/PULASKI
 ME0656  USGS QUAD   -  RIPLEY (1962)
 ME0656
 ME0656                         *CURRENT SURVEY CONTROL
 ME0656  ___________________________________________________________________
 ME0656* NAD 83(1986)-  41 02 27.     (N)    086 43 09.     (W)     SCALED    
 ME0656* NAVD 88     -       215.209  (meters)     706.06   (feet)  ADJUSTED  
 ME0656  ___________________________________________________________________
 ME0656  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 ME0656  DYNAMIC HT  -         215.117 (meters)     705.76  (feet)  COMP
 ME0656  MODELED GRAV-     980,191.0   (mgal)                       NAVD 88
 ME0656
 ME0656  VERT ORDER  -  SECOND    CLASS 0
 ME0656
 ME0656.The horizontal coordinates were scaled from a topographic map and have
 ME0656.an estimated accuracy of +/- 6 seconds.
 ME0656
 ME0656.The orthometric height was determined by differential leveling
 ME0656.and adjusted by the National Geodetic Survey in June 1991..
 ME0656
 ME0656.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0656.See file dsdata.txt to determine how the superseded data were derived.
 ME0656
 ME0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL236433(NAD 83)
 ME0656_MARKER: DB = BENCH MARK DISK
 ME0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0656_STAMPING: L 128 1946
 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 = OCTOBER  6, 2006
 LB1143 ***********************************************************************
 LB1143  DESIGNATION -  L 129
 LB1143  PID         -  LB1143
 LB1143  STATE/COUNTY-  IN/PULASKI
 LB1143  USGS QUAD   -  MONON NE (1962)
 LB1143
 LB1143                         *CURRENT SURVEY CONTROL
 LB1143  ___________________________________________________________________
 LB1143* NAD 83(1986)-  40 58 40.     (N)    086 48 15.     (W)     SCALED    
 LB1143* NAVD 88     -       214.631  (meters)     704.17   (feet)  ADJUSTED  
 LB1143  ___________________________________________________________________
 LB1143  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 LB1143  DYNAMIC HT  -         214.537 (meters)     703.86  (feet)  COMP
 LB1143  MODELED GRAV-     980,180.6   (mgal)                       NAVD 88
 LB1143
 LB1143  VERT ORDER  -  SECOND    CLASS 0
 LB1143
 LB1143.The horizontal coordinates were scaled from a topographic map and have
 LB1143.an estimated accuracy of +/- 6 seconds.
 LB1143
 LB1143.The orthometric height was determined by differential leveling
 LB1143.and adjusted by the National Geodetic Survey in June 1991..
 LB1143
 LB1143.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1143.See file dsdata.txt to determine how the superseded data were derived.
 LB1143
 LB1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL164363(NAD 83)
 LB1143_MARKER: DB = BENCH MARK DISK
 LB1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1143_STAMPING: L 129 1946
 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 = OCTOBER  6, 2006
 KA0391 ***********************************************************************
 KA0391  DESIGNATION -  L 13
 KA0391  PID         -  KA0391
 KA0391  STATE/COUNTY-  IN/MORGAN
 KA0391  USGS QUAD   -  PARAGON (1987)
 KA0391
 KA0391                         *CURRENT SURVEY CONTROL
 KA0391  ___________________________________________________________________
 KA0391* NAD 83(1986)-  39 22 43.     (N)    086 36 22.     (W)     SCALED    
 KA0391* NAVD 88     -       174.128  (meters)     571.28   (feet)  ADJUSTED  
 KA0391  ___________________________________________________________________
 KA0391  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KA0391  DYNAMIC HT  -         174.027 (meters)     570.95  (feet)  COMP
 KA0391  MODELED GRAV-     980,044.0   (mgal)                       NAVD 88
 KA0391
 KA0391  VERT ORDER  -  FIRST     CLASS II
 KA0391
 KA0391.The horizontal coordinates were scaled from a topographic map and have
 KA0391.an estimated accuracy of +/- 6 seconds.
 KA0391
 KA0391.The orthometric height was determined by differential leveling
 KA0391.and adjusted by the National Geodetic Survey in June 1991..
 KA0391
 KA0391.The geoid height was determined by GEOID03.
 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     -   458,640.      941,120.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0391.See file dsdata.txt to determine how the superseded data were derived.
 KA0391
 KA0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ339588(NAD 83)
 KA0391_MARKER: DB = BENCH MARK DISK
 KA0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0391_STAMPING: 571.705 L 13 1930
 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             NGS
 KA0391
 KA0391                          STATION DESCRIPTION
 KA0391
 KA0391'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0718 ***********************************************************************
 ME0718  DESIGNATION -  L 130
 ME0718  PID         -  ME0718
 ME0718  STATE/COUNTY-  IN/PULASKI
 ME0718  USGS QUAD   -  RIPLEY (1962)
 ME0718
 ME0718                         *CURRENT SURVEY CONTROL
 ME0718  ___________________________________________________________________
 ME0718* NAD 83(1986)-  41 05 04.     (N)    086 40 46.     (W)     SCALED    
 ME0718* NAVD 88     -       217.810  (meters)     714.60   (feet)  ADJUSTED  
 ME0718  ___________________________________________________________________
 ME0718  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME0718  DYNAMIC HT  -         217.718 (meters)     714.30  (feet)  COMP
 ME0718  MODELED GRAV-     980,192.3   (mgal)                       NAVD 88
 ME0718
 ME0718  VERT ORDER  -  SECOND    CLASS 0
 ME0718
 ME0718.The horizontal coordinates were scaled from a topographic map and have
 ME0718.an estimated accuracy of +/- 6 seconds.
 ME0718
 ME0718.The orthometric height was determined by differential leveling
 ME0718.and adjusted by the National Geodetic Survey in June 1991..
 ME0718
 ME0718.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0718.See file dsdata.txt to determine how the superseded data were derived.
 ME0718
 ME0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL269481(NAD 83)
 ME0718_MARKER: DB = BENCH MARK DISK
 ME0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0718_STAMPING: L 130 1946
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 LB0049 ***********************************************************************
 LB0049  DESIGNATION -  L 131
 LB0049  PID         -  LB0049
 LB0049  STATE/COUNTY-  IN/CASS
 LB0049  USGS QUAD   -  LUCERNE (1986)
 LB0049
 LB0049                         *CURRENT SURVEY CONTROL
 LB0049  ___________________________________________________________________
 LB0049* NAD 83(1986)-  40 49 38.     (N)    086 22 52.     (W)     SCALED    
 LB0049* NAVD 88     -       228.598  (meters)     749.99   (feet)  ADJUSTED  
 LB0049  ___________________________________________________________________
 LB0049  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 LB0049  DYNAMIC HT  -         228.491 (meters)     749.64  (feet)  COMP
 LB0049  MODELED GRAV-     980,152.9   (mgal)                       NAVD 88
 LB0049
 LB0049  VERT ORDER  -  SECOND    CLASS 0
 LB0049
 LB0049.The horizontal coordinates were scaled from a topographic map and have
 LB0049.an estimated accuracy of +/- 6 seconds.
 LB0049
 LB0049.The orthometric height was determined by differential leveling
 LB0049.and adjusted by the National Geodetic Survey in June 1991..
 LB0049
 LB0049.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0049.See file dsdata.txt to determine how the superseded data were derived.
 LB0049
 LB0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL521197(NAD 83)
 LB0049_MARKER: DB = BENCH MARK DISK
 LB0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0049_STAMPING: L 131 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0335 ***********************************************************************
 ME0335  DESIGNATION -  L 132
 ME0335  PID         -  ME0335
 ME0335  STATE/COUNTY-  IN/FULTON
 ME0335  USGS QUAD   -  KEWANNA (1977)
 ME0335
 ME0335                         *CURRENT SURVEY CONTROL
 ME0335  ___________________________________________________________________
 ME0335* NAD 83(1986)-  41 00 25.     (N)    086 24 27.     (W)     SCALED    
 ME0335* NAVD 88     -       236.232  (meters)     775.04   (feet)  ADJUSTED  
 ME0335  ___________________________________________________________________
 ME0335  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 ME0335  DYNAMIC HT  -         236.132 (meters)     774.71  (feet)  COMP
 ME0335  MODELED GRAV-     980,191.7   (mgal)                       NAVD 88
 ME0335
 ME0335  VERT ORDER  -  SECOND    CLASS 0
 ME0335
 ME0335.The horizontal coordinates were scaled from a topographic map and have
 ME0335.an estimated accuracy of +/- 6 seconds.
 ME0335
 ME0335.The orthometric height was determined by differential leveling
 ME0335.and adjusted by the National Geodetic Survey in June 1991..
 ME0335
 ME0335.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0335.See file dsdata.txt to determine how the superseded data were derived.
 ME0335
 ME0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL498396(NAD 83)
 ME0335_MARKER: DB = BENCH MARK DISK
 ME0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0335_STAMPING: L 132 1946
 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 = OCTOBER  6, 2006
 ME0629 ***********************************************************************
 ME0629  DESIGNATION -  L 133
 ME0629  PID         -  ME0629
 ME0629  STATE/COUNTY-  IN/STARKE
 ME0629  USGS QUAD   -  KNOX EAST (1969)
 ME0629
 ME0629                         *CURRENT SURVEY CONTROL
 ME0629  ___________________________________________________________________
 ME0629* NAD 83(1986)-  41 21 31.     (N)    086 31 27.     (W)     SCALED    
 ME0629* NAVD 88     -       217.607  (meters)     713.93   (feet)  ADJUSTED  
 ME0629  ___________________________________________________________________
 ME0629  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME0629  DYNAMIC HT  -         217.519 (meters)     713.64  (feet)  COMP
 ME0629  MODELED GRAV-     980,211.5   (mgal)                       NAVD 88
 ME0629
 ME0629  VERT ORDER  -  FIRST     CLASS II
 ME0629
 ME0629.The horizontal coordinates were scaled from a topographic map and have
 ME0629.an estimated accuracy of +/- 6 seconds.
 ME0629
 ME0629.The orthometric height was determined by differential leveling
 ME0629.and adjusted by the National Geodetic Survey in April 1995..
 ME0629
 ME0629.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0629
 ME0629  NAVD 88 (06/15/91)  217.582  (m)          713.85   (f) UNKNOWN     1 2
 ME0629  NGVD 29 (01/19/93)  217.717  (m)          714.29   (f) ADJUSTED    1 2
 ME0629
 ME0629.Superseded values are not recommended for survey control.
 ME0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0629.See file dsdata.txt to determine how the superseded data were derived.
 ME0629
 ME0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL398786(NAD 83)
 ME0629_MARKER: DB = BENCH MARK DISK
 ME0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0629_SP_SET: CONCRETE POST
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0753 ***********************************************************************
 ME0753  DESIGNATION -  L 134
 ME0753  PID         -  ME0753
 ME0753  STATE/COUNTY-  IN/PULASKI
 ME0753  USGS QUAD   -  BASS LAKE (1986)
 ME0753
 ME0753                         *CURRENT SURVEY CONTROL
 ME0753  ___________________________________________________________________
 ME0753* NAD 83(1986)-  41 07 41.     (N)    086 35 14.     (W)     SCALED    
 ME0753* NAVD 88     -       216.482  (meters)     710.24   (feet)  ADJUSTED  
 ME0753  ___________________________________________________________________
 ME0753  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME0753  DYNAMIC HT  -         216.391 (meters)     709.94  (feet)  COMP
 ME0753  MODELED GRAV-     980,198.2   (mgal)                       NAVD 88
 ME0753
 ME0753  VERT ORDER  -  SECOND    CLASS 0
 ME0753
 ME0753.The horizontal coordinates were scaled from a topographic map and have
 ME0753.an estimated accuracy of +/- 6 seconds.
 ME0753
 ME0753.The orthometric height was determined by differential leveling
 ME0753.and adjusted by the National Geodetic Survey in June 1991..
 ME0753
 ME0753.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0753.See file dsdata.txt to determine how the superseded data were derived.
 ME0753
 ME0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL346530(NAD 83)
 ME0753_MARKER: DB = BENCH MARK DISK
 ME0753_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0753_SP_SET: ABUTMENT
 ME0753_STAMPING: L 134 1946
 ME0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0753
 ME0753  HISTORY     - Date     Condition        Report By
 ME0753  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1114 ***********************************************************************
 MD1114  DESIGNATION -  L 135
 MD1114  PID         -  MD1114
 MD1114  STATE/COUNTY-  IN/KOSCIUSKO
 MD1114  USGS QUAD   -  SOUTH WHITLEY WEST (1994)
 MD1114
 MD1114                         *CURRENT SURVEY CONTROL
 MD1114  ___________________________________________________________________
 MD1114* NAD 83(1986)-  41 03 08.     (N)    085 44 33.     (W)     SCALED    
 MD1114* NAVD 88     -       248.668  (meters)     815.84   (feet)  ADJUSTED  
 MD1114  ___________________________________________________________________
 MD1114  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MD1114  DYNAMIC HT  -         248.557 (meters)     815.47  (feet)  COMP
 MD1114  MODELED GRAV-     980,169.5   (mgal)                       NAVD 88
 MD1114
 MD1114  VERT ORDER  -  SECOND    CLASS 0
 MD1114
 MD1114.The horizontal coordinates were scaled from a topographic map and have
 MD1114.an estimated accuracy of +/- 6 seconds.
 MD1114
 MD1114.The orthometric height was determined by differential leveling
 MD1114.and adjusted by the National Geodetic Survey in June 1991..
 MD1114
 MD1114.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1114.See file dsdata.txt to determine how the superseded data were derived.
 MD1114
 MD1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL056453(NAD 83)
 MD1114_MARKER: DB = BENCH MARK DISK
 MD1114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1114_SP_SET: CULVERT
 MD1114_STAMPING: L 135 1946
 MD1114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1670 ***********************************************************************
 LB1670  DESIGNATION -  L 136 RESET 1962
 LB1670  PID         -  LB1670
 LB1670  STATE/COUNTY-  IN/TIPPECANOE
 LB1670  USGS QUAD   -  OTTERBEIN (1986)
 LB1670
 LB1670                         *CURRENT SURVEY CONTROL
 LB1670  ___________________________________________________________________
 LB1670* NAD 83(1986)-  40 29 01.     (N)    087 01 44.     (W)     SCALED    
 LB1670* NAVD 88     -       212.42   (meters)     696.9    (feet)  RESET     
 LB1670  ___________________________________________________________________
 LB1670  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 LB1670
 LB1670  VERT ORDER  -  THIRD
 LB1670
 LB1670.The horizontal coordinates were scaled from a topographic map and have
 LB1670.an estimated accuracy of +/- 6 seconds.
 LB1670
 LB1670.The orthometric height was computed from unverified reset data.
 LB1670
 LB1670.The geoid height was determined by GEOID03.
 LB1670
 LB1670;                    North         East    Units  Estimated Accuracy
 LB1670;SPC IN W     -   581,220.      904,620.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1670.See file dsdata.txt to determine how the superseded data were derived.
 LB1670
 LB1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK975814(NAD 83)
 LB1670_MARKER: DB = BENCH MARK DISK
 LB1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1670_STAMPING: L 136 RESET 1962
 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 = OCTOBER  6, 2006
 ME1098 ***********************************************************************
 ME1098  DESIGNATION -  L 137
 ME1098  PID         -  ME1098
 ME1098  STATE/COUNTY-  IN/LAKE
 ME1098  USGS QUAD   -  CROWN POINT (1992)
 ME1098
 ME1098                         *CURRENT SURVEY CONTROL
 ME1098  ___________________________________________________________________
 ME1098* NAD 83(1986)-  41 28 15.     (N)    087 18 47.     (W)     SCALED    
 ME1098* NAVD 88     -       206.483  (meters)     677.44   (feet)  ADJUSTED  
 ME1098  ___________________________________________________________________
 ME1098  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 ME1098  DYNAMIC HT  -         206.401 (meters)     677.17  (feet)  COMP
 ME1098  MODELED GRAV-     980,224.6   (mgal)                       NAVD 88
 ME1098
 ME1098  VERT ORDER  -  SECOND    CLASS 0
 ME1098
 ME1098.The horizontal coordinates were scaled from a topographic map and have
 ME1098.an estimated accuracy of +/- 6 seconds.
 ME1098
 ME1098.The orthometric height was determined by differential leveling
 ME1098.and adjusted by the National Geodetic Survey in June 1991..
 ME1098
 ME1098.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1098.See file dsdata.txt to determine how the superseded data were derived.
 ME1098
 ME1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL738910(NAD 83)
 ME1098_MARKER: DB = BENCH MARK DISK
 ME1098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1098_SP_SET: CULVERT
 ME1098_STAMPING: L 137 1946
 ME1098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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             NGS
 ME1098  HISTORY     - 20030521 GOOD             USPSQD
 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 NATIONAL GEODETIC SURVEY 1968
 ME1098'RECOVERED IN GOOD CONDITION.
 ME1098
 ME1098                          STATION RECOVERY (2003)
 ME1098
 ME1098'RECOVERY NOTE BY US POWER SQUADRON 2003 (PMG)
 ME1098'RESET 1974. 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1099 ***********************************************************************
 ME1099  DESIGNATION -  L 137 RESET 1974
 ME1099  PID         -  ME1099
 ME1099  STATE/COUNTY-  IN/LAKE
 ME1099  USGS QUAD   -  CROWN POINT (1992)
 ME1099
 ME1099                         *CURRENT SURVEY CONTROL
 ME1099  ___________________________________________________________________
 ME1099* NAD 83(1986)-  41 28 15.     (N)    087 18 46.     (W)     SCALED    
 ME1099* NAVD 88     -       206.49   (+/-2cm)     677.5    (feet)  VERTCON   
 ME1099  ___________________________________________________________________
 ME1099  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 ME1099
 ME1099  VERT ORDER  -  THIRD (See Below)
 ME1099
 ME1099.The horizontal coordinates were scaled from a topographic map and have
 ME1099.an estimated accuracy of +/- 6 seconds.
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME1099
 ME1099.The geoid height was determined by GEOID03.
 ME1099
 ME1099;                    North         East    Units  Estimated Accuracy
 ME1099;SPC IN W     -   690,870.      880,830.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1099.See file dsdata.txt to determine how the superseded data were derived.
 ME1099
 ME1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL738910(NAD 83)
 ME1099_MARKER: DB = BENCH MARK DISK
 ME1099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1099_SP_SET: CULVERT
 ME1099_STAMPING: L 137 RESET 1974
 ME1099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1099
 ME1099  HISTORY     - Date     Condition        Report By
 ME1099  HISTORY     - 1974     MONUMENTED       INHD
 ME1099  HISTORY     - 1974     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1095 ***********************************************************************
 ME1095  DESIGNATION -  L 138
 ME1095  PID         -  ME1095
 ME1095  STATE/COUNTY-  IN/LAKE
 ME1095  USGS QUAD   -  CROWN POINT (1992)
 ME1095
 ME1095                         *CURRENT SURVEY CONTROL
 ME1095  ___________________________________________________________________
 ME1095* NAD 83(1986)-  41 28 34.     (N)    087 20 08.     (W)     SCALED    
 ME1095* NAVD 88     -       201.338  (meters)     660.56   (feet)  ADJUSTED  
 ME1095  ___________________________________________________________________
 ME1095  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME1095  DYNAMIC HT  -         201.259 (meters)     660.30  (feet)  COMP
 ME1095  MODELED GRAV-     980,225.6   (mgal)                       NAVD 88
 ME1095
 ME1095  VERT ORDER  -  SECOND    CLASS 0
 ME1095
 ME1095.The horizontal coordinates were scaled from a topographic map and have
 ME1095.an estimated accuracy of +/- 6 seconds.
 ME1095
 ME1095.The orthometric height was determined by differential leveling
 ME1095.and adjusted by the National Geodetic Survey in June 1991..
 ME1095
 ME1095.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1095.See file dsdata.txt to determine how the superseded data were derived.
 ME1095
 ME1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL719916(NAD 83)
 ME1095_MARKER: DB = BENCH MARK DISK
 ME1095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1095_SP_SET: CULVERT
 ME1095_STAMPING: L 138 1946
 ME1095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1095
 ME1095  HISTORY     - Date     Condition        Report By
 ME1095  HISTORY     - 1946     MONUMENTED       CGS
 ME1095  HISTORY     - 1968     MARK NOT FOUND   NGS
 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 NATIONAL GEODETIC SURVEY 1968
 ME1095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2102 ***********************************************************************
 ME2102  DESIGNATION -  L 138 RESET 1981
 ME2102  PID         -  ME2102
 ME2102  STATE/COUNTY-  IN/LAKE
 ME2102  USGS QUAD   -  CROWN POINT (1992)
 ME2102
 ME2102                         *CURRENT SURVEY CONTROL
 ME2102  ___________________________________________________________________
 ME2102* NAD 83(1986)-  41 28 34.     (N)    087 20 08.     (W)     SCALED    
 ME2102* NAVD 88     -       202.70   (meters)     665.0    (feet)  RESET     
 ME2102  ___________________________________________________________________
 ME2102  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME2102
 ME2102  VERT ORDER  -  THIRD
 ME2102
 ME2102.The horizontal coordinates were scaled from a topographic map and have
 ME2102.an estimated accuracy of +/- 6 seconds.
 ME2102
 ME2102.The orthometric height was computed from unverified reset data.
 ME2102
 ME2102.The geoid height was determined by GEOID03.
 ME2102
 ME2102;                    North         East    Units  Estimated Accuracy
 ME2102;SPC IN W     -   691,460.      878,930.      MT  (+/- 180 meters Scaled)
 ME2102
 ME2102                          SUPERSEDED SURVEY CONTROL
 ME2102
 ME2102  NGVD 29 (04/16/04)  202.79   (m)          665.3    (f) RESET       3  
 ME2102
 ME2102.Superseded values are not recommended for survey control.
 ME2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2102.See file dsdata.txt to determine how the superseded data were derived.
 ME2102
 ME2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL719916(NAD 83)
 ME2102_MARKER: DB = BENCH MARK DISK
 ME2102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2102_STAMPING: L 138 RESET 1981
 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 = OCTOBER  6, 2006
 ME1018 ***********************************************************************
 ME1018  DESIGNATION -  L 139
 ME1018  PID         -  ME1018
 ME1018  STATE/COUNTY-  IN/LAKE
 ME1018  USGS QUAD   -  WHITING (1991)
 ME1018
 ME1018                         *CURRENT SURVEY CONTROL
 ME1018  ___________________________________________________________________
 ME1018* NAD 83(1986)-  41 37 58.     (N)    087 25 13.     (W)     SCALED    
 ME1018* NAVD 88     -       179.609  (meters)     589.27   (feet)  ADJUSTED  
 ME1018  ___________________________________________________________________
 ME1018  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 ME1018  DYNAMIC HT  -         179.544 (meters)     589.05  (feet)  COMP
 ME1018  MODELED GRAV-     980,256.9   (mgal)                       NAVD 88
 ME1018
 ME1018  VERT ORDER  -  FIRST     CLASS I
 ME1018
 ME1018.The horizontal coordinates were scaled from a topographic map and have
 ME1018.an estimated accuracy of +/- 6 seconds.
 ME1018
 ME1018.The orthometric height was determined by differential leveling
 ME1018.and adjusted by the National Geodetic Survey in June 1991..
 ME1018
 ME1018.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1018.See file dsdata.txt to determine how the superseded data were derived.
 ME1018
 ME1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM649090(NAD 83)
 ME1018_MARKER: DB = BENCH MARK DISK
 ME1018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1018_SP_SET: BRIDGE
 ME1018_STAMPING: L 139 1946
 ME1018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1018
 ME1018  HISTORY     - Date     Condition        Report By
 ME1018  HISTORY     - 1946     MONUMENTED       CGS
 ME1018  HISTORY     - 1968     GOOD             NGS
 ME1018  HISTORY     - 19920805 MARK NOT FOUND   NGS
 ME1018
 ME1018                          STATION DESCRIPTION
 ME1018
 ME1018'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1975 ***********************************************************************
 LA1975  DESIGNATION -  L 14 RESET 1975
 LA1975  PID         -  LA1975
 LA1975  STATE/COUNTY-  IN/HUNTINGTON
 LA1975  USGS QUAD   -  HUNTINGTON (1994)
 LA1975
 LA1975                         *CURRENT SURVEY CONTROL
 LA1975  ___________________________________________________________________
 LA1975* NAD 83(1986)-  40 52 57.     (N)    085 29 40.     (W)     SCALED    
 LA1975* NAVD 88     -       224.68   (+/-2cm)     737.1    (feet)  VERTCON   
 LA1975  ___________________________________________________________________
 LA1975  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 LA1975
 LA1975  VERT ORDER  -  THIRD (See Below)
 LA1975
 LA1975.The horizontal coordinates were scaled from a topographic map and have
 LA1975.an estimated accuracy of +/- 6 seconds.
 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.The vertical order pertains to the NGVD 29 superseded value.
 LA1975
 LA1975.The geoid height was determined by GEOID03.
 LA1975
 LA1975;                    North         East    Units  Estimated Accuracy
 LA1975;SPC IN E     -   625,520.      114,520.      MT  (+/- 180 meters Scaled)
 LA1975
 LA1975                          SUPERSEDED SURVEY CONTROL
 LA1975
 LA1975  NGVD 29 (04/16/04)  224.81   (m)          737.6    (f) RESET       3  
 LA1975
 LA1975.Superseded values are not recommended for survey control.
 LA1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1975.See file dsdata.txt to determine how the superseded data were derived.
 LA1975
 LA1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL268268(NAD 83)
 LA1975_MARKER: DB = BENCH MARK DISK
 LA1975_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LA1975_SP_SET: FLAGPOLE
 LA1975_STAMPING: L-14 1930 RESET 1975
 LA1975_MARK LOGO: NGS   
 LA1975_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA1975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME1240 ***********************************************************************
 ME1240  DESIGNATION -  L 140 1946
 ME1240  PID         -  ME1240
 ME1240  STATE/COUNTY-  IN/PORTER
 ME1240  USGS QUAD   -  PALMER (1992)
 ME1240
 ME1240                         *CURRENT SURVEY CONTROL
 ME1240  ___________________________________________________________________
 ME1240* NAD 83(1986)-  41 23 00.     (N)    087 11 51.     (W)     SCALED    
 ME1240* NAVD 88     -       235.342  (meters)     772.12   (feet)  ADJUSTED  
 ME1240  ___________________________________________________________________
 ME1240  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 ME1240  DYNAMIC HT  -         235.246 (meters)     771.80  (feet)  COMP
 ME1240  MODELED GRAV-     980,209.9   (mgal)                       NAVD 88
 ME1240
 ME1240  VERT ORDER  -  SECOND    CLASS 0
 ME1240
 ME1240.The horizontal coordinates were scaled from a topographic map and have
 ME1240.an estimated accuracy of +/- 6 seconds.
 ME1240
 ME1240.The orthometric height was determined by differential leveling
 ME1240.and adjusted by the National Geodetic Survey in June 1991..
 ME1240
 ME1240.The geoid height was determined by GEOID03.
 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     -   681,140.      890,450.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1240.See file dsdata.txt to determine how the superseded data were derived.
 ME1240
 ME1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL834813(NAD 83)
 ME1240_MARKER: DB = BENCH MARK DISK
 ME1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1240_STAMPING: L 140 1946
 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             NGS
 ME1240
 ME1240                          STATION DESCRIPTION
 ME1240
 ME1240'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0678 ***********************************************************************
 ME0678  DESIGNATION -  L 142
 ME0678  PID         -  ME0678
 ME0678  STATE/COUNTY-  IN/STARKE
 ME0678  USGS QUAD   -  DENHAM (1962)
 ME0678
 ME0678                         *CURRENT SURVEY CONTROL
 ME0678  ___________________________________________________________________
 ME0678* NAD 83(1986)-  41 14 54.     (N)    086 43 05.     (W)     SCALED    
 ME0678* NAVD 88     -       210.698  (meters)     691.26   (feet)  ADJUSTED  
 ME0678  ___________________________________________________________________
 ME0678  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 ME0678  DYNAMIC HT  -         210.610 (meters)     690.98  (feet)  COMP
 ME0678  MODELED GRAV-     980,199.6   (mgal)                       NAVD 88
 ME0678
 ME0678  VERT ORDER  -  SECOND    CLASS 0
 ME0678
 ME0678.The horizontal coordinates were scaled from a topographic map and have
 ME0678.an estimated accuracy of +/- 6 seconds.
 ME0678
 ME0678.The orthometric height was determined by differential leveling
 ME0678.and adjusted by the National Geodetic Survey in June 1991..
 ME0678
 ME0678.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0678.See file dsdata.txt to determine how the superseded data were derived.
 ME0678
 ME0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL236663(NAD 83)
 ME0678_MARKER: DB = BENCH MARK DISK
 ME0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0678_STAMPING: L 142 1946
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1960
 ME0678'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0366 ***********************************************************************
 ME0366  DESIGNATION -  L 144
 ME0366  PID         -  ME0366
 ME0366  STATE/COUNTY-  IN/MARSHALL
 ME0366  USGS QUAD   -  PLYMOUTH (1980)
 ME0366
 ME0366                         *CURRENT SURVEY CONTROL
 ME0366  ___________________________________________________________________
 ME0366* NAD 83(1986)-  41 20 06.     (N)    086 18 20.     (W)     SCALED    
 ME0366* NAVD 88     -       242.977  (meters)     797.17   (feet)  ADJUSTED  
 ME0366  ___________________________________________________________________
 ME0366  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0366  DYNAMIC HT  -         242.876 (meters)     796.84  (feet)  COMP
 ME0366  MODELED GRAV-     980,199.3   (mgal)                       NAVD 88
 ME0366
 ME0366  VERT ORDER  -  FIRST     CLASS I
 ME0366
 ME0366.The horizontal coordinates were scaled from a topographic map and have
 ME0366.an estimated accuracy of +/- 6 seconds.
 ME0366
 ME0366.The orthometric height was determined by differential leveling
 ME0366.and adjusted by the National Geodetic Survey in June 1991..
 ME0366
 ME0366.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0366
 ME0366  NGVD 29 (01/19/93)  243.097  (m)          797.56   (f) ADJUSTED    1 1
 ME0366
 ME0366.Superseded values are not recommended for survey control.
 ME0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0366.See file dsdata.txt to determine how the superseded data were derived.
 ME0366
 ME0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL581761(NAD 83)
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 LB0957 ***********************************************************************
 LB0957  DESIGNATION -  L 146
 LB0957  PID         -  LB0957
 LB0957  STATE/COUNTY-  IN/CARROLL
 LB0957  USGS QUAD   -  BURROWS (1987)
 LB0957
 LB0957                         *CURRENT SURVEY CONTROL
 LB0957  ___________________________________________________________________
 LB0957* NAD 83(1986)-  40 37 50.     (N)    086 32 20.     (W)     SCALED    
 LB0957* NAVD 88     -       209.537  (meters)     687.46   (feet)  ADJUSTED  
 LB0957  ___________________________________________________________________
 LB0957  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 LB0957  DYNAMIC HT  -         209.436 (meters)     687.12  (feet)  COMP
 LB0957  MODELED GRAV-     980,138.7   (mgal)                       NAVD 88
 LB0957
 LB0957  VERT ORDER  -  SECOND    CLASS 0
 LB0957
 LB0957.The horizontal coordinates were scaled from a topographic map and have
 LB0957.an estimated accuracy of +/- 6 seconds.
 LB0957
 LB0957.The orthometric height was determined by differential leveling
 LB0957.and adjusted by the National Geodetic Survey in June 1991..
 LB0957
 LB0957.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0957.See file dsdata.txt to determine how the superseded data were derived.
 LB0957
 LB0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK389978(NAD 83)
 LB0957_MARKER: DB = BENCH MARK DISK
 LB0957_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0957_SP_SET: CULVERT HEADWALL
 LB0957_STAMPING: L 146 1946
 LB0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1034 ***********************************************************************
 LB1034  DESIGNATION -  L 147
 LB1034  PID         -  LB1034
 LB1034  STATE/COUNTY-  IN/CARROLL
 LB1034  USGS QUAD   -  YEOMAN (1962)
 LB1034
 LB1034                         *CURRENT SURVEY CONTROL
 LB1034  ___________________________________________________________________
 LB1034* NAD 83(1986)-  40 40 58.     (N)    086 44 16.     (W)     SCALED    
 LB1034* NAVD 88     -       202.382  (meters)     663.98   (feet)  ADJUSTED  
 LB1034  ___________________________________________________________________
 LB1034  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 LB1034  DYNAMIC HT  -         202.287 (meters)     663.67  (feet)  COMP
 LB1034  MODELED GRAV-     980,149.1   (mgal)                       NAVD 88
 LB1034
 LB1034  VERT ORDER  -  SECOND    CLASS 0
 LB1034
 LB1034.The horizontal coordinates were scaled from a topographic map and have
 LB1034.an estimated accuracy of +/- 6 seconds.
 LB1034
 LB1034.The orthometric height was determined by differential leveling
 LB1034.and adjusted by the National Geodetic Survey in June 1991..
 LB1034
 LB1034.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1034.See file dsdata.txt to determine how the superseded data were derived.
 LB1034
 LB1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL221035(NAD 83)
 LB1034_MARKER: DB = BENCH MARK DISK
 LB1034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1034_SP_SET: CULVERT
 LB1034_STAMPING: L 147 1946
 LB1034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME1064 ***********************************************************************
 ME1064  DESIGNATION -  L 148
 ME1064  PID         -  ME1064
 ME1064  STATE/COUNTY-  IN/PORTER
 ME1064  USGS QUAD   -  PORTAGE (1992)
 ME1064
 ME1064                         *CURRENT SURVEY CONTROL
 ME1064  ___________________________________________________________________
 ME1064* NAD 83(1986)-  41 33 07.     (N)    087 09 47.     (W)     SCALED    
 ME1064* NAVD 88     -       200.478  (meters)     657.73   (feet)  ADJUSTED  
 ME1064  ___________________________________________________________________
 ME1064  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME1064  DYNAMIC HT  -         200.402 (meters)     657.49  (feet)  COMP
 ME1064  MODELED GRAV-     980,239.8   (mgal)                       NAVD 88
 ME1064
 ME1064  VERT ORDER  -  SECOND    CLASS 0
 ME1064
 ME1064.The horizontal coordinates were scaled from a topographic map and have
 ME1064.an estimated accuracy of +/- 6 seconds.
 ME1064
 ME1064.The orthometric height was determined by differential leveling
 ME1064.and adjusted by the National Geodetic Survey in June 1991..
 ME1064
 ME1064.The geoid height was determined by GEOID03.
 ME1064
 ME1064.The dynamic height is computed by dividing the NAVD 88
 ME1064.geopotential number by the normal gravity value computed on the
 ME1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1064.degrees latitude (g = 980.6199 gals.).
 ME1064
 ME1064.The modeled gravity was interpolated from observed gravity values.
 ME1064
 ME1064;                    North         East    Units  Estimated Accuracy
 ME1064;SPC IN W     -   699,860.      893,350.      MT  (+/- 180 meters Scaled)
 ME1064
 ME1064                          SUPERSEDED SURVEY CONTROL
 ME1064
 ME1064  NGVD 29 (??/??/92)  200.567  (m)          658.03   (f) ADJ UNCH    2 0
 ME1064
 ME1064.Superseded values are not recommended for survey control.
 ME1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1064.See file dsdata.txt to determine how the superseded data were derived.
 ME1064
 ME1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM864000(NAD 83)
 ME1064_MARKER: DB = BENCH MARK DISK
 ME1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1064_STAMPING: L 148 1946
 ME1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1064+STABILITY: SURFACE MOTION
 ME1064
 ME1064  HISTORY     - Date     Condition        Report By
 ME1064  HISTORY     - 1946     MONUMENTED       CGS
 ME1064  HISTORY     - 1971     MARK NOT FOUND   USGS
 ME1064  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 ME1064
 ME1064                          STATION DESCRIPTION
 ME1064
 ME1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1064'3.6 MI N FROM WHEELER.
 ME1064'ABOUT 0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 130 FROM THE POST
 ME1064'OFFICE AT WHEELER, PORTER COUNTY, THENCE ABOUT 0.85 MILE NORTHEAST,
 ME1064'0.5 MILE EAST, AND 1.95 MILES NORTH ALONG A COUNTY ROAD, ABOUT
 ME1064'0.1 MILE NORTH OF THE INTERSECTION WITH U.S. HIGHWAY 6, AT
 ME1064'THE ENTRANCE TO MC COOL INTERMEDIATE FIELD 3, 53 FEET SOUTHWEST
 ME1064'OF THE SOUTHWEST CORNER OF THE WATCH HOUSE, 24 FEET SOUTH OF THE
 ME1064'CENTER LINE OF THE ENTRANCE DRIVE, 16.5 FEET EAST OF THE CENTER
 ME1064'LINE OF THE ROAD, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.  A
 ME1064'BRONZE DISK, STAMPED L 148 1946 AND SET IN THE TOP OF A CONCRETE
 ME1064'POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 ME1064
 ME1064                          STATION RECOVERY (1971)
 ME1064
 ME1064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 ME1064'MARK NOT FOUND.
 ME1064
 ME1064                          STATION RECOVERY (1978)
 ME1064
 ME1064'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME1064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0474 ***********************************************************************
 ME0474  DESIGNATION -  L 149
 ME0474  PID         -  ME0474
 ME0474  STATE/COUNTY-  IN/LA PORTE
 ME0474  USGS QUAD   -  WANATAH (1972)
 ME0474
 ME0474                         *CURRENT SURVEY CONTROL
 ME0474  ___________________________________________________________________
 ME0474* NAD 83(1986)-  41 27 04.     (N)    086 53 30.     (W)     SCALED    
 ME0474* NAVD 88     -       225.157  (meters)     738.70   (feet)  ADJUSTED  
 ME0474  ___________________________________________________________________
 ME0474  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 ME0474  DYNAMIC HT  -         225.066 (meters)     738.40  (feet)  COMP
 ME0474  MODELED GRAV-     980,213.7   (mgal)                       NAVD 88
 ME0474
 ME0474  VERT ORDER  -  SECOND    CLASS 0
 ME0474
 ME0474.The horizontal coordinates were scaled from a topographic map and have
 ME0474.an estimated accuracy of +/- 6 seconds.
 ME0474
 ME0474.The orthometric height was determined by differential leveling
 ME0474.and adjusted by the National Geodetic Survey in June 1991..
 ME0474
 ME0474.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0474.See file dsdata.txt to determine how the superseded data were derived.
 ME0474
 ME0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL090888(NAD 83)
 ME0474_MARKER: DB = BENCH MARK DISK
 ME0474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0474_SP_SET: BRIDGE
 ME0474_STAMPING: L 149 1946
 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 = OCTOBER  6, 2006
 ME0475 ***********************************************************************
 ME0475  DESIGNATION -  L 149 RESET 1956
 ME0475  PID         -  ME0475
 ME0475  STATE/COUNTY-  IN/LA PORTE
 ME0475  USGS QUAD   -  WANATAH (1972)
 ME0475
 ME0475                         *CURRENT SURVEY CONTROL
 ME0475  ___________________________________________________________________
 ME0475* NAD 83(1986)-  41 27 04.     (N)    086 53 30.     (W)     SCALED    
 ME0475* NAVD 88     -       225.14   (meters)     738.6    (feet)  RESET     
 ME0475  ___________________________________________________________________
 ME0475  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 ME0475
 ME0475  VERT ORDER  -  THIRD
 ME0475
 ME0475.The horizontal coordinates were scaled from a topographic map and have
 ME0475.an estimated accuracy of +/- 6 seconds.
 ME0475
 ME0475.The orthometric height was computed from unverified reset data.
 ME0475
 ME0475.The geoid height was determined by GEOID03.
 ME0475
 ME0475;                    North         East    Units  Estimated Accuracy
 ME0475;SPC IN W     -   688,670.      916,020.      MT  (+/- 180 meters Scaled)
 ME0475
 ME0475                          SUPERSEDED SURVEY CONTROL
 ME0475
 ME0475  NGVD 29 (04/16/04)  225.22   (m)          738.9    (f) RESET       3  
 ME0475
 ME0475.Superseded values are not recommended for survey control.
 ME0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0475.See file dsdata.txt to determine how the superseded data were derived.
 ME0475
 ME0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL090888(NAD 83)
 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_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 = OCTOBER  6, 2006
 MD0255 ***********************************************************************
 MD0255  DESIGNATION -  L 15
 MD0255  PID         -  MD0255
 MD0255  STATE/COUNTY-  IN/ALLEN
 MD0255  USGS QUAD   -  MAPLES (1992)
 MD0255
 MD0255                         *CURRENT SURVEY CONTROL
 MD0255  ___________________________________________________________________
 MD0255* NAD 83(1986)-  41 04 26.     (N)    084 53 41.     (W)     SCALED    
 MD0255* NAVD 88     -       233.739  (meters)     766.86   (feet)  ADJUSTED  
 MD0255  ___________________________________________________________________
 MD0255  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 MD0255  DYNAMIC HT  -         233.644 (meters)     766.55  (feet)  COMP
 MD0255  MODELED GRAV-     980,210.8   (mgal)                       NAVD 88
 MD0255
 MD0255  VERT ORDER  -  FIRST     CLASS II
 MD0255
 MD0255.The horizontal coordinates were scaled from a topographic map and have
 MD0255.an estimated accuracy of +/- 6 seconds.
 MD0255
 MD0255.The orthometric height was determined by differential leveling
 MD0255.and adjusted by the National Geodetic Survey in April 1995..
 MD0255.WARNING-Repeat measurements at this control monument indicate possible
 MD0255.vertical movement.
 MD0255
 MD0255.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD0255
 MD0255  NAVD 88 (06/15/91)  233.732  (m)          766.84   (f) UNKNOWN     1 2
 MD0255  NGVD 29 (01/19/93)  233.890  (m)          767.35   (f) ADJUSTED    1 2
 MD0255
 MD0255.Superseded values are not recommended for survey control.
 MD0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0255.See file dsdata.txt to determine how the superseded data were derived.
 MD0255
 MD0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL768490(NAD 83)
 MD0255_MARKER: DB = BENCH MARK DISK
 MD0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0255_SP_SET: CONCRETE POST
 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             NGS
 MD0255  HISTORY     - 19921019 GOOD             NGS
 MD0255
 MD0255                          STATION DESCRIPTION
 MD0255
 MD0255'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0531 ***********************************************************************
 ME0531  DESIGNATION -  L 150
 ME0531  PID         -  ME0531
 ME0531  STATE/COUNTY-  IN/STARKE
 ME0531  USGS QUAD   -  KINGSFORD HEIGHTS (1977)
 ME0531
 ME0531                         *CURRENT SURVEY CONTROL
 ME0531  ___________________________________________________________________
 ME0531* NAD 83(1986)-  41 23 24.     (N)    086 38 05.     (W)     SCALED    
 ME0531* NAVD 88     -       207.662  (meters)     681.30   (feet)  ADJUSTED  
 ME0531  ___________________________________________________________________
 ME0531  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME0531  DYNAMIC HT  -         207.578 (meters)     681.03  (feet)  COMP
 ME0531  MODELED GRAV-     980,214.9   (mgal)                       NAVD 88
 ME0531
 ME0531  VERT ORDER  -  FIRST     CLASS I
 ME0531
 ME0531.The horizontal coordinates were scaled from a topographic map and have
 ME0531.an estimated accuracy of +/- 6 seconds.
 ME0531
 ME0531.The orthometric height was determined by differential leveling
 ME0531.and adjusted by the National Geodetic Survey in April 1995..
 ME0531
 ME0531.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0531
 ME0531  NAVD 88 (06/15/91)  207.660  (m)          681.30   (f) UNKNOWN     1 1
 ME0531  NGVD 29 (01/19/93)  207.761  (m)          681.63   (f) ADJUSTED    1 1
 ME0531
 ME0531.Superseded values are not recommended for survey control.
 ME0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0531.See file dsdata.txt to determine how the superseded data were derived.
 ME0531
 ME0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL305821(NAD 83)
 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             NGS
 ME0531  HISTORY     - 1988     GOOD             USPSQD
 ME0531  HISTORY     - 19920907 GOOD             NGS
 ME0531
 ME0531                          STATION DESCRIPTION
 ME0531
 ME0531'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0552 ***********************************************************************
 ME0552  DESIGNATION -  L 150
 ME0552  PID         -  ME0552
 ME0552  STATE/COUNTY-  IN/LA PORTE
 ME0552  USGS QUAD   -  HANNA (1958)
 ME0552
 ME0552                         *CURRENT SURVEY CONTROL
 ME0552  ___________________________________________________________________
 ME0552* NAD 83(1986)-  41 24 57.     (N)    086 48 25.     (W)     SCALED    
 ME0552* NAVD 88     -       215.075  (meters)     705.63   (feet)  ADJUSTED  
 ME0552  ___________________________________________________________________
 ME0552  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0552  DYNAMIC HT  -         214.987 (meters)     705.34  (feet)  COMP
 ME0552  MODELED GRAV-     980,211.3   (mgal)                       NAVD 88
 ME0552
 ME0552  VERT ORDER  -  FIRST     CLASS I
 ME0552
 ME0552.The horizontal coordinates were scaled from a topographic map and have
 ME0552.an estimated accuracy of +/- 6 seconds.
 ME0552
 ME0552.The orthometric height was determined by differential leveling
 ME0552.and adjusted by the National Geodetic Survey in June 1991..
 ME0552
 ME0552.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0552
 ME0552  NGVD 29 (01/19/93)  215.172  (m)          705.94   (f) ADJUSTED    1 1
 ME0552
 ME0552.Superseded values are not recommended for survey control.
 ME0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0552.See file dsdata.txt to determine how the superseded data were derived.
 ME0552
 ME0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL161849(NAD 83)
 ME0552_MARKER: DB = BENCH MARK DISK
 ME0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0552_SP_SET: CONCRETE POST
 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             NGS
 ME0552  HISTORY     - 19920907 GOOD             NGS
 ME0552
 ME0552                          STATION DESCRIPTION
 ME0552
 ME0552'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3326 ***********************************************************************
 ME3326  DESIGNATION -  L 151 RESET
 ME3326  PID         -  ME3326
 ME3326  STATE/COUNTY-  IN/PORTER
 ME3326  USGS QUAD   -  CHESTERTON (1991)
 ME3326
 ME3326                         *CURRENT SURVEY CONTROL
 ME3326  ___________________________________________________________________
 ME3326* NAD 83(1986)-  41 32 12.     (N)    087 02 13.     (W)     SCALED    
 ME3326* NAVD 88     -       257.55   (meters)     845.0    (feet)  RESET     
 ME3326  ___________________________________________________________________
 ME3326  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 ME3326
 ME3326  VERT ORDER  -  THIRD
 ME3326
 ME3326.The horizontal coordinates were scaled from a topographic map and have
 ME3326.an estimated accuracy of +/- 6 seconds.
 ME3326
 ME3326.The orthometric height was computed from unverified reset data.
 ME3326
 ME3326.The geoid height was determined by GEOID03.
 ME3326
 ME3326;                    North         East    Units  Estimated Accuracy
 ME3326;SPC IN W     -   698,160.      903,870.      MT  (+/- 180 meters Scaled)
 ME3326
 ME3326                          SUPERSEDED SURVEY CONTROL
 ME3326
 ME3326  NGVD 29 (04/16/04)  257.64   (m)          845.3    (f) RESET       3  
 ME3326
 ME3326.Superseded values are not recommended for survey control.
 ME3326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3326.See file dsdata.txt to determine how the superseded data were derived.
 ME3326
 ME3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL969983(NAD 83)
 ME3326_MARKER: DB = BENCH MARK DISK
 ME3326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3326_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 ME0773 ***********************************************************************
 ME0773  DESIGNATION -  L 152
 ME0773  PID         -  ME0773
 ME0773  STATE/COUNTY-  IN/LA PORTE
 ME0773  USGS QUAD   -  LA PORTE WEST (1969)
 ME0773
 ME0773                         *CURRENT SURVEY CONTROL
 ME0773  ___________________________________________________________________
 ME0773* NAD 83(1986)-  41 35 28.     (N)    086 47 53.     (W)     SCALED    
 ME0773* NAVD 88     -       253.011  (meters)     830.09   (feet)  ADJUSTED  
 ME0773  ___________________________________________________________________
 ME0773  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 ME0773  DYNAMIC HT  -         252.913 (meters)     829.77  (feet)  COMP
 ME0773  MODELED GRAV-     980,227.8   (mgal)                       NAVD 88
 ME0773
 ME0773  VERT ORDER  -  SECOND    CLASS 0
 ME0773
 ME0773.The horizontal coordinates were scaled from a topographic map and have
 ME0773.an estimated accuracy of +/- 6 seconds.
 ME0773
 ME0773.The orthometric height was determined by differential leveling
 ME0773.and adjusted by the National Geodetic Survey in June 1991..
 ME0773
 ME0773.The geoid height was determined by GEOID03.
 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     -   704,240.      923,790.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0773.See file dsdata.txt to determine how the superseded data were derived.
 ME0773
 ME0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM168043(NAD 83)
 ME0773_MARKER: DB = BENCH MARK DISK
 ME0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0773_STAMPING: L 152 1946
 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 = OCTOBER  6, 2006
 ME0485 ***********************************************************************
 ME0485  DESIGNATION -  L 153
 ME0485  PID         -  ME0485
 ME0485  STATE/COUNTY-  IN/LA PORTE
 ME0485  USGS QUAD   -  HANNA (1958)
 ME0485
 ME0485                         *CURRENT SURVEY CONTROL
 ME0485  ___________________________________________________________________
 ME0485* NAD 83(1986)-  41 29 28.     (N)    086 47 36.     (W)     SCALED    
 ME0485* NAVD 88     -       228.192  (meters)     748.66   (feet)  ADJUSTED  
 ME0485  ___________________________________________________________________
 ME0485  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME0485  DYNAMIC HT  -         228.100 (meters)     748.36  (feet)  COMP
 ME0485  MODELED GRAV-     980,218.4   (mgal)                       NAVD 88
 ME0485
 ME0485  VERT ORDER  -  SECOND    CLASS 0
 ME0485
 ME0485.The horizontal coordinates were scaled from a topographic map and have
 ME0485.an estimated accuracy of +/- 6 seconds.
 ME0485
 ME0485.The orthometric height was determined by differential leveling
 ME0485.and adjusted by the National Geodetic Survey in June 1991..
 ME0485
 ME0485.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0485.See file dsdata.txt to determine how the superseded data were derived.
 ME0485
 ME0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL172932(NAD 83)
 ME0485_MARKER: DB = BENCH MARK DISK
 ME0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0485_STAMPING: L 153 1946
 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 = OCTOBER  6, 2006
 ME0808 ***********************************************************************
 ME0808  DESIGNATION -  L 154
 ME0808  PID         -  ME0808
 ME0808  STATE/COUNTY-  IN/LA PORTE
 ME0808  USGS QUAD   -  STILLWELL (1977)
 ME0808
 ME0808                         *CURRENT SURVEY CONTROL
 ME0808  ___________________________________________________________________
 ME0808* NAD 83(1986)-  41 34 02.     (N)    086 36 48.     (W)     SCALED    
 ME0808* NAVD 88     -       228.081  (meters)     748.30   (feet)  ADJUSTED  
 ME0808  ___________________________________________________________________
 ME0808  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0808  DYNAMIC HT  -         227.991 (meters)     748.00  (feet)  COMP
 ME0808  MODELED GRAV-     980,224.6   (mgal)                       NAVD 88
 ME0808
 ME0808  VERT ORDER  -  SECOND    CLASS 0
 ME0808
 ME0808.The horizontal coordinates were scaled from a topographic map and have
 ME0808.an estimated accuracy of +/- 6 seconds.
 ME0808
 ME0808.The orthometric height was determined by differential leveling
 ME0808.and adjusted by the National Geodetic Survey in June 1991..
 ME0808
 ME0808.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0808.See file dsdata.txt to determine how the superseded data were derived.
 ME0808
 ME0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM322017(NAD 83)
 ME0808_MARKER: DB = BENCH MARK DISK
 ME0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0808_STAMPING: L 154 1946
 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 = OCTOBER  6, 2006
 ME0051 ***********************************************************************
 ME0051  DESIGNATION -  L 155
 ME0051  PID         -  ME0051
 ME0051  STATE/COUNTY-  IN/ST JOSEPH
 ME0051  USGS QUAD   -  LYDICK (1969)
 ME0051
 ME0051                         *CURRENT SURVEY CONTROL
 ME0051  ___________________________________________________________________
 ME0051* NAD 83(1986)-  41 41 24.     (N)    086 27 09.     (W)     SCALED    
 ME0051* NAVD 88     -       224.517  (meters)     736.60   (feet)  ADJUSTED  
 ME0051  ___________________________________________________________________
 ME0051  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME0051  DYNAMIC HT  -         224.431 (meters)     736.32  (feet)  COMP
 ME0051  MODELED GRAV-     980,234.8   (mgal)                       NAVD 88
 ME0051
 ME0051  VERT ORDER  -  SECOND    CLASS 0
 ME0051
 ME0051.The horizontal coordinates were scaled from a topographic map and have
 ME0051.an estimated accuracy of +/- 6 seconds.
 ME0051
 ME0051.The orthometric height was determined by differential leveling
 ME0051.and adjusted by the National Geodetic Survey in June 1991..
 ME0051
 ME0051.The geoid height was determined by GEOID03.
 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     -   715,490.       34,580.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0051.See file dsdata.txt to determine how the superseded data were derived.
 ME0051
 ME0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM455155(NAD 83)
 ME0051_MARKER: DB = BENCH MARK DISK
 ME0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0051_STAMPING: L 155 1946
 ME0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0051+STABILITY: SURFACE MOTION
 ME0051
 ME0051  HISTORY     - Date     Condition        Report By
 ME0051  HISTORY     - 1946     MONUMENTED       CGS
 ME0051  HISTORY     - 1983     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1394 ***********************************************************************
 ME1394  DESIGNATION -  L 156
 ME1394  PID         -  ME1394
 ME1394  STATE/COUNTY-  IN/JASPER
 ME1394  USGS QUAD   -  GIFFORD (1962)
 ME1394
 ME1394                         *CURRENT SURVEY CONTROL
 ME1394  ___________________________________________________________________
 ME1394* NAD 83(1986)-  41 05 34.     (N)    087 02 45.     (W)     SCALED    
 ME1394* NAVD 88     -       209.822  (meters)     688.39   (feet)  ADJUSTED  
 ME1394  ___________________________________________________________________
 ME1394  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 ME1394  DYNAMIC HT  -         209.732 (meters)     688.10  (feet)  COMP
 ME1394  MODELED GRAV-     980,188.9   (mgal)                       NAVD 88
 ME1394
 ME1394  VERT ORDER  -  SECOND    CLASS 0
 ME1394
 ME1394.The horizontal coordinates were scaled from a topographic map and have
 ME1394.an estimated accuracy of +/- 6 seconds.
 ME1394
 ME1394.The orthometric height was determined by differential leveling
 ME1394.and adjusted by the National Geodetic Survey in June 1991..
 ME1394
 ME1394.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1394.See file dsdata.txt to determine how the superseded data were derived.
 ME1394
 ME1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL961490(NAD 83)
 ME1394_MARKER: DB = BENCH MARK DISK
 ME1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1394_STAMPING: L 156 1946
 ME1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1394+STABILITY: SURFACE MOTION
 ME1394
 ME1394  HISTORY     - Date     Condition        Report By
 ME1394  HISTORY     - 1946     MONUMENTED       CGS
 ME1394  HISTORY     - 1968     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1968
 ME1394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1395 ***********************************************************************
 ME1395  DESIGNATION -  L 157
 ME1395  PID         -  ME1395
 ME1395  STATE/COUNTY-  IN/JASPER
 ME1395  USGS QUAD   -  GIFFORD (1962)
 ME1395
 ME1395                         *CURRENT SURVEY CONTROL
 ME1395  ___________________________________________________________________
 ME1395* NAD 83(1986)-  41 04 41.     (N)    087 02 46.     (W)     SCALED    
 ME1395* NAVD 88     -       207.976  (meters)     682.33   (feet)  ADJUSTED  
 ME1395  ___________________________________________________________________
 ME1395  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 ME1395  DYNAMIC HT  -         207.887 (meters)     682.04  (feet)  COMP
 ME1395  MODELED GRAV-     980,187.9   (mgal)                       NAVD 88
 ME1395
 ME1395  VERT ORDER  -  SECOND    CLASS 0
 ME1395
 ME1395.The horizontal coordinates were scaled from a topographic map and have
 ME1395.an estimated accuracy of +/- 6 seconds.
 ME1395
 ME1395.The orthometric height was determined by differential leveling
 ME1395.and adjusted by the National Geodetic Survey in June 1991..
 ME1395
 ME1395.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1395.See file dsdata.txt to determine how the superseded data were derived.
 ME1395
 ME1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL961474(NAD 83)
 ME1395_MARKER: DB = BENCH MARK DISK
 ME1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1395_STAMPING: L 157 1946
 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 - August 30, 2005
 ME1395
 ME1395  HISTORY     - Date     Condition        Report By
 ME1395  HISTORY     - 1946     MONUMENTED       CGS
 ME1395  HISTORY     - 1968     GOOD             NGS
 ME1395  HISTORY     - 20050830 GOOD             BUTLER
 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 NATIONAL GEODETIC SURVEY 1968
 ME1395'RECOVERED IN GOOD CONDITION.
 ME1395
 ME1395                          STATION RECOVERY (2005)
 ME1395
 ME1395'RECOVERY NOTE BY BUTLER FAIRMAN AND SEUFERT INC 2005 (JRC)
 ME1395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1224 ***********************************************************************
 MD1224  DESIGNATION -  L 158
 MD1224  PID         -  MD1224
 MD1224  STATE/COUNTY-  IN/KOSCIUSKO
 MD1224  USGS QUAD   -  NORTH WEBSTER (1994)
 MD1224
 MD1224                         *CURRENT SURVEY CONTROL
 MD1224  ___________________________________________________________________
 MD1224* NAD 83(1986)-  41 18 28.     (N)    085 44 06.     (W)     SCALED    
 MD1224* NAVD 88     -       257.023  (meters)     843.25   (feet)  ADJUSTED  
 MD1224  ___________________________________________________________________
 MD1224  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MD1224  DYNAMIC HT  -         256.916 (meters)     842.90  (feet)  COMP
 MD1224  MODELED GRAV-     980,199.1   (mgal)                       NAVD 88
 MD1224
 MD1224  VERT ORDER  -  SECOND    CLASS 0
 MD1224
 MD1224.The horizontal coordinates were scaled from a topographic map and have
 MD1224.an estimated accuracy of +/- 6 seconds.
 MD1224
 MD1224.The orthometric height was determined by differential leveling
 MD1224.and adjusted by the National Geodetic Survey in June 1991..
 MD1224
 MD1224.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1224.See file dsdata.txt to determine how the superseded data were derived.
 MD1224
 MD1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL058736(NAD 83)
 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_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   NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 MD1139 ***********************************************************************
 MD1139  DESIGNATION -  L 159
 MD1139  PID         -  MD1139
 MD1139  STATE/COUNTY-  IN/KOSCIUSKO
 MD1139  USGS QUAD   -  LAKE WAWASEE (1994)
 MD1139
 MD1139                         *CURRENT SURVEY CONTROL
 MD1139  ___________________________________________________________________
 MD1139* NAD 83(1986)-  41 25 18.     (N)    085 44 48.     (W)     SCALED    
 MD1139* NAVD 88     -       264.902  (meters)     869.10   (feet)  ADJUSTED  
 MD1139  ___________________________________________________________________
 MD1139  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 MD1139  DYNAMIC HT  -         264.794 (meters)     868.75  (feet)  COMP
 MD1139  MODELED GRAV-     980,207.3   (mgal)                       NAVD 88
 MD1139
 MD1139  VERT ORDER  -  SECOND    CLASS 0
 MD1139
 MD1139.The horizontal coordinates were scaled from a topographic map and have
 MD1139.an estimated accuracy of +/- 6 seconds.
 MD1139
 MD1139.The orthometric height was determined by differential leveling
 MD1139.and adjusted by the National Geodetic Survey in June 1991..
 MD1139
 MD1139.The geoid height was determined by GEOID03.
 MD1139
 MD1139.The dynamic height is computed by dividing the NAVD 88
 MD1139.geopotential number by the normal gravity value computed on the
 MD1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1139.degrees latitude (g = 980.6199 gals.).
 MD1139
 MD1139.The modeled gravity was interpolated from observed gravity values.
 MD1139
 MD1139;                    North         East    Units  Estimated Accuracy
 MD1139;SPC IN E     -   685,390.       93,310.      MT  (+/- 180 meters Scaled)
 MD1139
 MD1139                          SUPERSEDED SURVEY CONTROL
 MD1139
 MD1139  NGVD 29 (??/??/92)  265.028  (m)          869.51   (f) ADJ UNCH    2 0
 MD1139
 MD1139.Superseded values are not recommended for survey control.
 MD1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1139.See file dsdata.txt to determine how the superseded data were derived.
 MD1139
 MD1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL047863(NAD 83)
 MD1139_MARKER: DB = BENCH MARK DISK
 MD1139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1139_SP_SET: BUILDING
 MD1139_STAMPING: L 159 1946
 MD1139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1139
 MD1139  HISTORY     - Date     Condition        Report By
 MD1139  HISTORY     - 1946     MONUMENTED       CGS
 MD1139  HISTORY     - 1969     GOOD             NGS
 MD1139  HISTORY     - 1973     GOOD             BRADY
 MD1139  HISTORY     - 1983     GOOD             USE
 MD1139
 MD1139                          STATION DESCRIPTION
 MD1139
 MD1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MD1139'AT SYRACUSE.
 MD1139'AT SYRACUSE, ALONG THE BALTIMORE AND OHIO RAILROAD, SET
 MD1139'VERTICALLY IN THE WEST WALL AT THE SOUTHWEST CORNER OF THE
 MD1139'STATION, 1.4 FEET NORTH OF THE SOUTHWEST CORNER, 4.8 FEET ABOVE
 MD1139'THE GROUND, 28.8 FEET NORTH OF THE NORTH RAIL, 28 FEET SOUTHEAST
 MD1139'OF POLE NO. 160/30, AND SET IN A DRILL HOLE.
 MD1139
 MD1139                          STATION RECOVERY (1973)
 MD1139
 MD1139'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1973
 MD1139'RECOVERED IN GOOD CONDITION.
 MD1139
 MD1139                          STATION RECOVERY (1983)
 MD1139
 MD1139'RECOVERY NOTE BY US ENGINEERS 1983
 MD1139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1245 ***********************************************************************
 LB1245  DESIGNATION -  L 16
 LB1245  PID         -  LB1245
 LB1245  STATE/COUNTY-  IN/BENTON
 LB1245  USGS QUAD   -  EARL PARK (1979)
 LB1245
 LB1245                         *CURRENT SURVEY CONTROL
 LB1245  ___________________________________________________________________
 LB1245* NAD 83(1986)-  40 42 16.     (N)    087 26 55.     (W)     SCALED    
 LB1245* NAVD 88     -       231.968  (meters)     761.05   (feet)  ADJUSTED  
 LB1245  ___________________________________________________________________
 LB1245  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 LB1245  DYNAMIC HT  -         231.861 (meters)     760.70  (feet)  COMP
 LB1245  MODELED GRAV-     980,154.6   (mgal)                       NAVD 88
 LB1245
 LB1245  VERT ORDER  -  FIRST     CLASS II
 LB1245
 LB1245.The horizontal coordinates were scaled from a topographic map and have
 LB1245.an estimated accuracy of +/- 6 seconds.
 LB1245
 LB1245.The orthometric height was determined by differential leveling
 LB1245.and adjusted by the National Geodetic Survey in June 1991..
 LB1245
 LB1245.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1245.See file dsdata.txt to determine how the superseded data were derived.
 LB1245
 LB1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL621060(NAD 83)
 LB1245_MARKER: DB = BENCH MARK DISK
 LB1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1245_STAMPING: L 16 1934
 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 = OCTOBER  6, 2006
 LB0324 ***********************************************************************
 LB0324  DESIGNATION -  L 16 CAR
 LB0324  PID         -  LB0324
 LB0324  STATE/COUNTY-  IN/CARROLL
 LB0324  USGS QUAD   -  BURLINGTON (1984)
 LB0324
 LB0324                         *CURRENT SURVEY CONTROL
 LB0324  ___________________________________________________________________
 LB0324* NAD 83(1986)-  40 26 33.     (N)    086 23 33.     (W)     SCALED    
 LB0324* NAVD 88     -       240.443  (meters)     788.85   (feet)  ADJUSTED  
 LB0324  ___________________________________________________________________
 LB0324  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 LB0324  DYNAMIC HT  -         240.318 (meters)     788.44  (feet)  COMP
 LB0324  MODELED GRAV-     980,100.6   (mgal)                       NAVD 88
 LB0324
 LB0324  VERT ORDER  -  SECOND    CLASS 0
 LB0324
 LB0324.The horizontal coordinates were scaled from a topographic map and have
 LB0324.an estimated accuracy of +/- 6 seconds.
 LB0324
 LB0324.The orthometric height was determined by differential leveling
 LB0324.and adjusted by the National Geodetic Survey in June 1991..
 LB0324
 LB0324.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0324.See file dsdata.txt to determine how the superseded data were derived.
 LB0324
 LB0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK515770(NAD 83)
 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             NGS
 LB0324
 LB0324                          STATION DESCRIPTION
 LB0324
 LB0324'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1352 ***********************************************************************
 MD1352  DESIGNATION -  L 160
 MD1352  PID         -  MD1352
 MD1352  STATE/COUNTY-  IN/ELKHART
 MD1352  USGS QUAD   -  GOSHEN (1994)
 MD1352
 MD1352                         *CURRENT SURVEY CONTROL
 MD1352  ___________________________________________________________________
 MD1352* NAD 83(1986)-  41 35 17.     (N)    085 49 27.     (W)     SCALED    
 MD1352* NAVD 88     -       243.570  (meters)     799.11   (feet)  ADJUSTED  
 MD1352  ___________________________________________________________________
 MD1352  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 MD1352  DYNAMIC HT  -         243.474 (meters)     798.80  (feet)  COMP
 MD1352  MODELED GRAV-     980,225.0   (mgal)                       NAVD 88
 MD1352
 MD1352  VERT ORDER  -  FIRST     CLASS II
 MD1352
 MD1352.The horizontal coordinates were scaled from a topographic map and have
 MD1352.an estimated accuracy of +/- 6 seconds.
 MD1352
 MD1352.The orthometric height was determined by differential leveling
 MD1352.and adjusted by the National Geodetic Survey in June 1991..
 MD1352
 MD1352.The geoid height was determined by GEOID03.
 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     -   703,880.       86,870.      MT  (+/- 180 meters Scaled)
 MD1352
 MD1352                          SUPERSEDED SURVEY CONTROL
 MD1352
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1352.See file dsdata.txt to determine how the superseded data were derived.
 MD1352
 MD1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM980047(NAD 83)
 MD1352_MARKER: DD = SURVEY DISK
 MD1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1352_STAMPING: L 160 1946 ELKT
 MD1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1352+STABILITY: SURFACE MOTION
 MD1352
 MD1352  HISTORY     - Date     Condition        Report By
 MD1352  HISTORY     - 1946     MONUMENTED       INHD
 MD1352  HISTORY     - 1946     GOOD             NGS
 MD1352  HISTORY     - 19930106 MARK NOT FOUND   NGS
 MD1352
 MD1352                          STATION DESCRIPTION
 MD1352
 MD1352'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1172 ***********************************************************************
 MD1172  DESIGNATION -  L 161
 MD1172  PID         -  MD1172
 MD1172  STATE/COUNTY-  IN/NOBLE
 MD1172  USGS QUAD   -  LIGONIER (1979)
 MD1172
 MD1172                         *CURRENT SURVEY CONTROL
 MD1172  ___________________________________________________________________
 MD1172* NAD 83(1986)-  41 25 34.     (N)    085 35 04.     (W)     SCALED    
 MD1172* NAVD 88     -       272.406  (meters)     893.72   (feet)  ADJUSTED  
 MD1172  ___________________________________________________________________
 MD1172  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 MD1172  DYNAMIC HT  -         272.292 (meters)     893.34  (feet)  COMP
 MD1172  MODELED GRAV-     980,200.3   (mgal)                       NAVD 88
 MD1172
 MD1172  VERT ORDER  -  SECOND    CLASS 0
 MD1172
 MD1172.The horizontal coordinates were scaled from a topographic map and have
 MD1172.an estimated accuracy of +/- 6 seconds.
 MD1172
 MD1172.The orthometric height was determined by differential leveling
 MD1172.and adjusted by the National Geodetic Survey in June 1991..
 MD1172
 MD1172.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1172.See file dsdata.txt to determine how the superseded data were derived.
 MD1172
 MD1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL182870(NAD 83)
 MD1172_MARKER: DB = BENCH MARK DISK
 MD1172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1172_SP_SET: CULVERT
 MD1172_STAMPING: L 161 1946
 MD1172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1172
 MD1172  HISTORY     - Date     Condition        Report By
 MD1172  HISTORY     - 1946     MONUMENTED       CGS
 MD1172  HISTORY     - 1961     POOR             NGS
 MD1172
 MD1172                          STATION DESCRIPTION
 MD1172
 MD1172'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0927 ***********************************************************************
 MD0927  DESIGNATION -  L 162
 MD0927  PID         -  MD0927
 MD0927  STATE/COUNTY-  IN/NOBLE
 MD0927  USGS QUAD   -  ALBION (1973)
 MD0927
 MD0927                         *CURRENT SURVEY CONTROL
 MD0927  ___________________________________________________________________
 MD0927* NAD 83(1986)-  41 25 45.     (N)    085 25 24.     (W)     SCALED    
 MD0927* NAVD 88     -       285.307  (meters)     936.04   (feet)  ADJUSTED  
 MD0927  ___________________________________________________________________
 MD0927  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 MD0927  DYNAMIC HT  -         285.190 (meters)     935.66  (feet)  COMP
 MD0927  MODELED GRAV-     980,205.4   (mgal)                       NAVD 88
 MD0927
 MD0927  VERT ORDER  -  SECOND    CLASS 0
 MD0927
 MD0927.The horizontal coordinates were scaled from a topographic map and have
 MD0927.an estimated accuracy of +/- 6 seconds.
 MD0927
 MD0927.The orthometric height was determined by differential leveling
 MD0927.and adjusted by the National Geodetic Survey in June 1991..
 MD0927
 MD0927.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0927.See file dsdata.txt to determine how the superseded data were derived.
 MD0927
 MD0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL317876(NAD 83)
 MD0927_MARKER: DB = BENCH MARK DISK
 MD0927_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0927_SP_SET: ABUTMENT
 MD0927_STAMPING: L 162 1946
 MD0927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0927
 MD0927  HISTORY     - Date     Condition        Report By
 MD0927  HISTORY     - 1946     MONUMENTED       CGS
 MD0927  HISTORY     - 1962     GOOD             NGS
 MD0927  HISTORY     - 1962     GOOD             NGS
 MD0927
 MD0927                          STATION DESCRIPTION
 MD0927
 MD0927'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1962
 MD0927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0879 ***********************************************************************
 MD0879  DESIGNATION -  L 163
 MD0879  PID         -  MD0879
 MD0879  STATE/COUNTY-  IN/NOBLE
 MD0879  USGS QUAD   -  EGE (1965)
 MD0879
 MD0879                         *CURRENT SURVEY CONTROL
 MD0879  ___________________________________________________________________
 MD0879* NAD 83(1986)-  41 21 58.     (N)    085 19 44.     (W)     SCALED    
 MD0879* NAVD 88     -       301.629  (meters)     989.59   (feet)  ADJUSTED  
 MD0879  ___________________________________________________________________
 MD0879  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MD0879  DYNAMIC HT  -         301.509 (meters)     989.20  (feet)  COMP
 MD0879  MODELED GRAV-     980,216.4   (mgal)                       NAVD 88
 MD0879
 MD0879  VERT ORDER  -  SECOND    CLASS 0
 MD0879
 MD0879.The horizontal coordinates were scaled from a topographic map and have
 MD0879.an estimated accuracy of +/- 6 seconds.
 MD0879
 MD0879.The orthometric height was determined by differential leveling
 MD0879.and adjusted by the National Geodetic Survey in June 1991..
 MD0879
 MD0879.The geoid height was determined by GEOID03.
 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     -   679,270.      128,260.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0879.See file dsdata.txt to determine how the superseded data were derived.
 MD0879
 MD0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL397807(NAD 83)
 MD0879_MARKER: DB = BENCH MARK DISK
 MD0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0879_STAMPING: L 163 1946
 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             NGS
 MD0879
 MD0879                          STATION DESCRIPTION
 MD0879
 MD0879'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1232 ***********************************************************************
 MD1232  DESIGNATION -  L 164
 MD1232  PID         -  MD1232
 MD1232  STATE/COUNTY-  IN/NOBLE
 MD1232  USGS QUAD   -  ORMAS (1965)
 MD1232
 MD1232                         *CURRENT SURVEY CONTROL
 MD1232  ___________________________________________________________________
 MD1232* NAD 83(1986)-  41 18 08.     (N)    085 33 19.     (W)     SCALED    
 MD1232* NAVD 88     -       276.759  (meters)     908.00   (feet)  ADJUSTED  
 MD1232  ___________________________________________________________________
 MD1232  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 MD1232  DYNAMIC HT  -         276.646 (meters)     907.63  (feet)  COMP
 MD1232  MODELED GRAV-     980,206.4   (mgal)                       NAVD 88
 MD1232
 MD1232  VERT ORDER  -  SECOND    CLASS 0
 MD1232
 MD1232.The horizontal coordinates were scaled from a topographic map and have
 MD1232.an estimated accuracy of +/- 6 seconds.
 MD1232
 MD1232.The orthometric height was determined by differential leveling
 MD1232.and adjusted by the National Geodetic Survey in June 1991..
 MD1232
 MD1232.The geoid height was determined by GEOID03.
 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     -   672,130.      109,330.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1232.See file dsdata.txt to determine how the superseded data were derived.
 MD1232
 MD1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL209733(NAD 83)
 MD1232_MARKER: DB = BENCH MARK DISK
 MD1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1232_STAMPING: L 164 1946
 MD1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1232+STABILITY: SURFACE MOTION
 MD1232
 MD1232  HISTORY     - Date     Condition        Report By
 MD1232  HISTORY     - 1946     MONUMENTED       CGS
 MD1232  HISTORY     - 1961     GOOD             NGS
 MD1232
 MD1232                          STATION DESCRIPTION
 MD1232
 MD1232'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0861 ***********************************************************************
 MD0861  DESIGNATION -  L 165
 MD0861  PID         -  MD0861
 MD0861  STATE/COUNTY-  IN/ALLEN
 MD0861  USGS QUAD   -  GARRETT (1973)
 MD0861
 MD0861                         *CURRENT SURVEY CONTROL
 MD0861  ___________________________________________________________________
 MD0861* NAD 83(1986)-  41 15 35.     (N)    085 10 58.     (W)     SCALED    
 MD0861* NAVD 88     -       261.023  (meters)     856.37   (feet)  ADJUSTED  
 MD0861  ___________________________________________________________________
 MD0861  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MD0861  DYNAMIC HT  -         260.920 (meters)     856.03  (feet)  COMP
 MD0861  MODELED GRAV-     980,224.6   (mgal)                       NAVD 88
 MD0861
 MD0861  VERT ORDER  -  SECOND    CLASS 0
 MD0861
 MD0861.The horizontal coordinates were scaled from a topographic map and have
 MD0861.an estimated accuracy of +/- 6 seconds.
 MD0861
 MD0861.The orthometric height was determined by differential leveling
 MD0861.and adjusted by the National Geodetic Survey in June 1991..
 MD0861
 MD0861.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0861.See file dsdata.txt to determine how the superseded data were derived.
 MD0861
 MD0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL522691(NAD 83)
 MD0861_MARKER: DB = BENCH MARK DISK
 MD0861_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0861_SP_SET: CULVERT
 MD0861_STAMPING: L 165 1946
 MD0861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0861
 MD0861  HISTORY     - Date     Condition        Report By
 MD0861  HISTORY     - 1946     MONUMENTED       CGS
 MD0861  HISTORY     - 1962     GOOD             NGS
 MD0861
 MD0861                          STATION DESCRIPTION
 MD0861
 MD0861'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0062 ***********************************************************************
 ME0062  DESIGNATION -  L 166
 ME0062  PID         -  ME0062
 ME0062  STATE/COUNTY-  IN/ST JOSEPH
 ME0062  USGS QUAD   -  LAKEVILLE (1980)
 ME0062
 ME0062                         *CURRENT SURVEY CONTROL
 ME0062  ___________________________________________________________________
 ME0062* NAD 83(1986)-  41 32 05.     (N)    086 22 08.     (W)     SCALED    
 ME0062* NAVD 88     -       239.796  (meters)     786.73   (feet)  ADJUSTED  
 ME0062  ___________________________________________________________________
 ME0062  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0062  DYNAMIC HT  -         239.700 (meters)     786.42  (feet)  COMP
 ME0062  MODELED GRAV-     980,216.1   (mgal)                       NAVD 88
 ME0062
 ME0062  VERT ORDER  -  SECOND    CLASS 0
 ME0062
 ME0062.The horizontal coordinates were scaled from a topographic map and have
 ME0062.an estimated accuracy of +/- 6 seconds.
 ME0062
 ME0062.The orthometric height was determined by differential leveling
 ME0062.and adjusted by the National Geodetic Survey in June 1991..
 ME0062
 ME0062.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0062.See file dsdata.txt to determine how the superseded data were derived.
 ME0062
 ME0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL526983(NAD 83)
 ME0062_MARKER: DB = BENCH MARK DISK
 ME0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0062_STAMPING: L 166 1946
 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 = OCTOBER  6, 2006
 ME0879 ***********************************************************************
 ME0879  DESIGNATION -  L 167
 ME0879  PID         -  ME0879
 ME0879  STATE/COUNTY-  IN/ST JOSEPH
 ME0879  USGS QUAD   -  NEW CARLISLE (1980)
 ME0879
 ME0879                         *CURRENT SURVEY CONTROL
 ME0879  ___________________________________________________________________
 ME0879* NAD 83(1986)-  41 41 12.     (N)    086 30 22.     (W)     SCALED    
 ME0879* NAVD 88     -       250.932  (meters)     823.27   (feet)  ADJUSTED  
 ME0879  ___________________________________________________________________
 ME0879  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0879  DYNAMIC HT  -         250.835 (meters)     822.95  (feet)  COMP
 ME0879  MODELED GRAV-     980,233.6   (mgal)                       NAVD 88
 ME0879
 ME0879  VERT ORDER  -  SECOND    CLASS 0
 ME0879
 ME0879.The horizontal coordinates were scaled from a topographic map and have
 ME0879.an estimated accuracy of +/- 6 seconds.
 ME0879
 ME0879.The orthometric height was determined by differential leveling
 ME0879.and adjusted by the National Geodetic Survey in June 1991..
 ME0879
 ME0879.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0879.See file dsdata.txt to determine how the superseded data were derived.
 ME0879
 ME0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM411151(NAD 83)
 ME0879_MARKER: DB = BENCH MARK DISK
 ME0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0879_STAMPING: L 167 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1967
 ME0879'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0173 ***********************************************************************
 ME0173  DESIGNATION -  L 169
 ME0173  PID         -  ME0173
 ME0173  STATE/COUNTY-  IN/MARSHALL
 ME0173  USGS QUAD   -  LA PAZ (1972)
 ME0173
 ME0173                         *CURRENT SURVEY CONTROL
 ME0173  ___________________________________________________________________
 ME0173* NAD 83(1986)-  41 24 57.     (N)    086 17 06.     (W)     SCALED    
 ME0173* NAVD 88     -       252.257  (meters)     827.61   (feet)  ADJUSTED  
 ME0173  ___________________________________________________________________
 ME0173  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 ME0173  DYNAMIC HT  -         252.153 (meters)     827.27  (feet)  COMP
 ME0173  MODELED GRAV-     980,202.8   (mgal)                       NAVD 88
 ME0173
 ME0173  VERT ORDER  -  SECOND    CLASS 0
 ME0173
 ME0173.The horizontal coordinates were scaled from a topographic map and have
 ME0173.an estimated accuracy of +/- 6 seconds.
 ME0173
 ME0173.The orthometric height was determined by differential leveling
 ME0173.and adjusted by the National Geodetic Survey in June 1991..
 ME0173
 ME0173.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0173.See file dsdata.txt to determine how the superseded data were derived.
 ME0173
 ME0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL597851(NAD 83)
 ME0173_MARKER: DB = BENCH MARK DISK
 ME0173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0173_SP_SET: BRIDGE
 ME0173_STAMPING: L 169 1946
 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 = OCTOBER  6, 2006
 ME1151 ***********************************************************************
 ME1151  DESIGNATION -  L 17
 ME1151  PID         -  ME1151
 ME1151  STATE/COUNTY-  IN/LAKE
 ME1151  USGS QUAD   -  LOWELL (1992)
 ME1151
 ME1151                         *CURRENT SURVEY CONTROL
 ME1151  ___________________________________________________________________
 ME1151* NAD 83(1986)-  41 17 24.     (N)    087 27 29.     (W)     SCALED    
 ME1151* NAVD 88     -       212.727  (meters)     697.92   (feet)  ADJUSTED  
 ME1151  ___________________________________________________________________
 ME1151  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME1151  DYNAMIC HT  -         212.639 (meters)     697.63  (feet)  COMP
 ME1151  MODELED GRAV-     980,206.0   (mgal)                       NAVD 88
 ME1151
 ME1151  VERT ORDER  -  FIRST     CLASS II
 ME1151
 ME1151.The horizontal coordinates were scaled from a topographic map and have
 ME1151.an estimated accuracy of +/- 6 seconds.
 ME1151
 ME1151.The orthometric height was determined by differential leveling
 ME1151.and adjusted by the National Geodetic Survey in June 1991..
 ME1151
 ME1151.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1151.See file dsdata.txt to determine how the superseded data were derived.
 ME1151
 ME1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL616710(NAD 83)
 ME1151_MARKER: DB = BENCH MARK DISK
 ME1151_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1151_SP_SET: BRIDGE
 ME1151_STAMPING: L 17 1934
 ME1151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1151
 ME1151  HISTORY     - Date     Condition        Report By
 ME1151  HISTORY     - 1934     MONUMENTED       CGS
 ME1151  HISTORY     - 1946     GOOD             NGS
 ME1151
 ME1151                          STATION DESCRIPTION
 ME1151
 ME1151'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0136 ***********************************************************************
 ME0136  DESIGNATION -  L 170
 ME0136  PID         -  ME0136
 ME0136  STATE/COUNTY-  IN/ELKHART
 ME0136  USGS QUAD   -  WAKARUSA (1994)
 ME0136
 ME0136                         *CURRENT SURVEY CONTROL
 ME0136  ___________________________________________________________________
 ME0136* NAD 83(1986)-  41 34 51.     (N)    086 00 07.     (W)     SCALED    
 ME0136* NAVD 88     -       245.948  (meters)     806.91   (feet)  ADJUSTED  
 ME0136  ___________________________________________________________________
 ME0136  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 ME0136  DYNAMIC HT  -         245.849 (meters)     806.59  (feet)  COMP
 ME0136  MODELED GRAV-     980,211.6   (mgal)                       NAVD 88
 ME0136
 ME0136  VERT ORDER  -  SECOND    CLASS 0
 ME0136
 ME0136.The horizontal coordinates were scaled from a topographic map and have
 ME0136.an estimated accuracy of +/- 6 seconds.
 ME0136
 ME0136.The orthometric height was determined by differential leveling
 ME0136.and adjusted by the National Geodetic Survey in June 1991..
 ME0136
 ME0136.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0136.See file dsdata.txt to determine how the superseded data were derived.
 ME0136
 ME0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM831037(NAD 83)
 ME0136_MARKER: DB = BENCH MARK DISK
 ME0136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0136_SP_SET: CULVERT
 ME0136_STAMPING: L-170 1946
 ME0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0136
 ME0136  HISTORY     - Date     Condition        Report By
 ME0136  HISTORY     - 1946     MONUMENTED       CGS
 ME0136  HISTORY     - 1968     GOOD             NGS
 ME0136
 ME0136                          STATION DESCRIPTION
 ME0136
 ME0136'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0414 ***********************************************************************
 ME0414  DESIGNATION -  L 171
 ME0414  PID         -  ME0414
 ME0414  STATE/COUNTY-  IN/ELKHART
 ME0414  USGS QUAD   -  NAPPANEE WEST (1991)
 ME0414
 ME0414                         *CURRENT SURVEY CONTROL
 ME0414  ___________________________________________________________________
 ME0414* NAD 83(1986)-  41 26 46.     (N)    086 00 03.     (W)     SCALED    
 ME0414* NAVD 88     -       264.403  (meters)     867.46   (feet)  ADJUSTED  
 ME0414  ___________________________________________________________________
 ME0414  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME0414  DYNAMIC HT  -         264.295 (meters)     867.11  (feet)  COMP
 ME0414  MODELED GRAV-     980,209.0   (mgal)                       NAVD 88
 ME0414
 ME0414  VERT ORDER  -  SECOND    CLASS 0
 ME0414
 ME0414.The horizontal coordinates were scaled from a topographic map and have
 ME0414.an estimated accuracy of +/- 6 seconds.
 ME0414
 ME0414.The orthometric height was determined by differential leveling
 ME0414.and adjusted by the National Geodetic Survey in June 1991..
 ME0414
 ME0414.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0414.See file dsdata.txt to determine how the superseded data were derived.
 ME0414
 ME0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL834887(NAD 83)
 ME0414_MARKER: DB = BENCH MARK DISK
 ME0414_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0414_SP_SET: FOUNDATION
 ME0414_STAMPING: L 171 1946
 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 = OCTOBER  6, 2006
 MD1194 ***********************************************************************
 MD1194  DESIGNATION -  L 172
 MD1194  PID         -  MD1194
 MD1194  STATE/COUNTY-  IN/ELKHART
 MD1194  USGS QUAD   -  MILFORD (1994)
 MD1194
 MD1194                         *CURRENT SURVEY CONTROL
 MD1194  ___________________________________________________________________
 MD1194* NAD 83(1986)-  41 29 35.     (N)    085 50 42.     (W)     SCALED    
 MD1194* NAVD 88     -       245.677  (meters)     806.03   (feet)  ADJUSTED  
 MD1194  ___________________________________________________________________
 MD1194  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MD1194  DYNAMIC HT  -         245.580 (meters)     805.71  (feet)  COMP
 MD1194  MODELED GRAV-     980,220.3   (mgal)                       NAVD 88
 MD1194
 MD1194  VERT ORDER  -  SECOND    CLASS 0
 MD1194
 MD1194.The horizontal coordinates were scaled from a topographic map and have
 MD1194.an estimated accuracy of +/- 6 seconds.
 MD1194
 MD1194.The orthometric height was determined by differential leveling
 MD1194.and adjusted by the National Geodetic Survey in June 1991..
 MD1194
 MD1194.The geoid height was determined by GEOID03.
 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     -   693,330.       85,110.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1194.See file dsdata.txt to determine how the superseded data were derived.
 MD1194
 MD1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL964941(NAD 83)
 MD1194_MARKER: DB = BENCH MARK DISK
 MD1194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1194_SP_SET: BRIDGE
 MD1194_STAMPING: L 172 1946
 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 = OCTOBER  6, 2006
 LA1849 ***********************************************************************
 LA1849  DESIGNATION -  L 173
 LA1849  PID         -  LA1849
 LA1849  STATE/COUNTY-  IN/GRANT
 LA1849  USGS QUAD   -  SWEETSER (1992)
 LA1849
 LA1849                         *CURRENT SURVEY CONTROL
 LA1849  ___________________________________________________________________
 LA1849* NAD 83(1986)-  40 36 35.     (N)    085 49 32.     (W)     SCALED    
 LA1849* NAVD 88     -       249.679  (meters)     819.16   (feet)  ADJUSTED  
 LA1849  ___________________________________________________________________
 LA1849  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 LA1849  DYNAMIC HT  -         249.553 (meters)     818.74  (feet)  COMP
 LA1849  MODELED GRAV-     980,115.2   (mgal)                       NAVD 88
 LA1849
 LA1849  VERT ORDER  -  SECOND    CLASS 0
 LA1849
 LA1849.The horizontal coordinates were scaled from a topographic map and have
 LA1849.an estimated accuracy of +/- 6 seconds.
 LA1849
 LA1849.The orthometric height was determined by differential leveling
 LA1849.and adjusted by the National Geodetic Survey in June 1991..
 LA1849
 LA1849.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1849.See file dsdata.txt to determine how the superseded data were derived.
 LA1849
 LA1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK993960(NAD 83)
 LA1849_MARKER: DB = BENCH MARK DISK
 LA1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1849_STAMPING: L 173 1946
 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 = OCTOBER  6, 2006
 LA1615 ***********************************************************************
 LA1615  DESIGNATION -  L 174
 LA1615  PID         -  LA1615
 LA1615  STATE/COUNTY-  IN/GRANT
 LA1615  USGS QUAD   -  MARION (1992)
 LA1615
 LA1615                         *CURRENT SURVEY CONTROL
 LA1615  ___________________________________________________________________
 LA1615* NAD 83(1986)-  40 36 10.     (N)    085 39 59.     (W)     SCALED    
 LA1615* NAVD 88     -       260.696  (meters)     855.30   (feet)  ADJUSTED  
 LA1615  ___________________________________________________________________
 LA1615  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 LA1615  DYNAMIC HT  -         260.565 (meters)     854.87  (feet)  COMP
 LA1615  MODELED GRAV-     980,116.6   (mgal)                       NAVD 88
 LA1615
 LA1615  VERT ORDER  -  FIRST     CLASS II
 LA1615
 LA1615.The horizontal coordinates were scaled from a topographic map and have
 LA1615.an estimated accuracy of +/- 6 seconds.
 LA1615
 LA1615.The orthometric height was determined by differential leveling
 LA1615.and adjusted by the National Geodetic Survey in June 1991..
 LA1615
 LA1615.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1615.See file dsdata.txt to determine how the superseded data were derived.
 LA1615
 LA1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK128955(NAD 83)
 LA1615_MARKER: DB = BENCH MARK DISK
 LA1615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1615_STAMPING: L 174 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1962
 LA1615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1804 ***********************************************************************
 LA1804  DESIGNATION -  L 175
 LA1804  PID         -  LA1804
 LA1804  STATE/COUNTY-  IN/WABASH
 LA1804  USGS QUAD   -  SOMERSET (1994)
 LA1804
 LA1804                         *CURRENT SURVEY CONTROL
 LA1804  ___________________________________________________________________
 LA1804* NAD 83(1986)-  40 39 58.     (N)    085 50 06.     (W)     SCALED    
 LA1804* NAVD 88     -       245.814  (meters)     806.47   (feet)  ADJUSTED  
 LA1804  ___________________________________________________________________
 LA1804  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LA1804  DYNAMIC HT  -         245.692 (meters)     806.07  (feet)  COMP
 LA1804  MODELED GRAV-     980,123.7   (mgal)                       NAVD 88
 LA1804
 LA1804  VERT ORDER  -  SECOND    CLASS 0
 LA1804
 LA1804.The horizontal coordinates were scaled from a topographic map and have
 LA1804.an estimated accuracy of +/- 6 seconds.
 LA1804
 LA1804.The orthometric height was determined by differential leveling
 LA1804.and adjusted by the National Geodetic Survey in June 1991..
 LA1804
 LA1804.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1804.See file dsdata.txt to determine how the superseded data were derived.
 LA1804
 LA1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL984023(NAD 83)
 LA1804_MARKER: DB = BENCH MARK DISK
 LA1804_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1804_SP_SET: CULVERT
 LA1804_STAMPING: L 175 1946
 LA1804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1804
 LA1804  HISTORY     - Date     Condition        Report By
 LA1804  HISTORY     - 1946     MONUMENTED       CGS
 LA1804  HISTORY     - 1962     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1962
 LA1804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0359 ***********************************************************************
 ME0359  DESIGNATION -  L 176
 ME0359  PID         -  ME0359
 ME0359  STATE/COUNTY-  IN/FULTON
 ME0359  USGS QUAD   -  RUTLAND (1980)
 ME0359
 ME0359                         *CURRENT SURVEY CONTROL
 ME0359  ___________________________________________________________________
 ME0359* NAD 83(1986)-  41 10 19.     (N)    086 19 50.     (W)     SCALED    
 ME0359* NAVD 88     -       247.188  (meters)     810.98   (feet)  ADJUSTED  
 ME0359  ___________________________________________________________________
 ME0359  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME0359  DYNAMIC HT  -         247.084 (meters)     810.64  (feet)  COMP
 ME0359  MODELED GRAV-     980,199.2   (mgal)                       NAVD 88
 ME0359
 ME0359  VERT ORDER  -  SECOND    CLASS 0
 ME0359
 ME0359.The horizontal coordinates were scaled from a topographic map and have
 ME0359.an estimated accuracy of +/- 6 seconds.
 ME0359
 ME0359.The orthometric height was determined by differential leveling
 ME0359.and adjusted by the National Geodetic Survey in June 1991..
 ME0359
 ME0359.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0359.See file dsdata.txt to determine how the superseded data were derived.
 ME0359
 ME0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL561580(NAD 83)
 ME0359_MARKER: DB = BENCH MARK DISK
 ME0359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0359_SP_SET: CULVERT
 ME0359_STAMPING: L 176 1946
 ME0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1680 ***********************************************************************
 LA1680  DESIGNATION -  L 178
 LA1680  PID         -  LA1680
 LA1680  STATE/COUNTY-  IN/WABASH
 LA1680  USGS QUAD   -  NORTH MANCHESTER SOUTH (1994)
 LA1680
 LA1680                         *CURRENT SURVEY CONTROL
 LA1680  ___________________________________________________________________
 LA1680* NAD 83(1986)-  40 54 47.     (N)    085 52 10.     (W)     SCALED    
 LA1680* NAVD 88     -       235.949  (meters)     774.11   (feet)  ADJUSTED  
 LA1680  ___________________________________________________________________
 LA1680  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 LA1680  DYNAMIC HT  -         235.839 (meters)     773.75  (feet)  COMP
 LA1680  MODELED GRAV-     980,153.4   (mgal)                       NAVD 88
 LA1680
 LA1680  VERT ORDER  -  SECOND    CLASS 0
 LA1680
 LA1680.The horizontal coordinates were scaled from a topographic map and have
 LA1680.an estimated accuracy of +/- 6 seconds.
 LA1680
 LA1680.The orthometric height was determined by differential leveling
 LA1680.and adjusted by the National Geodetic Survey in June 1991..
 LA1680
 LA1680.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1680.See file dsdata.txt to determine how the superseded data were derived.
 LA1680
 LA1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL952297(NAD 83)
 LA1680_MARKER: DB = BENCH MARK DISK
 LA1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1680_STAMPING: L 178 1946
 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 = OCTOBER  6, 2006
 LB0254 ***********************************************************************
 LB0254  DESIGNATION -  L 179
 LB0254  PID         -  LB0254
 LB0254  STATE/COUNTY-  IN/MIAMI
 LB0254  USGS QUAD   -  DEEDSVILLE (1992)
 LB0254
 LB0254                         *CURRENT SURVEY CONTROL
 LB0254  ___________________________________________________________________
 LB0254* NAD 83(1986)-  40 59 21.     (N)    086 01 07.     (W)     SCALED    
 LB0254* NAVD 88     -       254.824  (meters)     836.04   (feet)  ADJUSTED  
 LB0254  ___________________________________________________________________
 LB0254  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 LB0254  DYNAMIC HT  -         254.708 (meters)     835.65  (feet)  COMP
 LB0254  MODELED GRAV-     980,163.3   (mgal)                       NAVD 88
 LB0254
 LB0254  VERT ORDER  -  SECOND    CLASS 0
 LB0254
 LB0254.The horizontal coordinates were scaled from a topographic map and have
 LB0254.an estimated accuracy of +/- 6 seconds.
 LB0254
 LB0254.The orthometric height was determined by differential leveling
 LB0254.and adjusted by the National Geodetic Survey in June 1991..
 LB0254
 LB0254.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0254.See file dsdata.txt to determine how the superseded data were derived.
 LB0254
 LB0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL825380(NAD 83)
 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_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 = OCTOBER  6, 2006
 ME0861 ***********************************************************************
 ME0861  DESIGNATION -  L 18
 ME0861  PID         -  ME0861
 ME0861  STATE/COUNTY-  IN/LA PORTE
 ME0861  USGS QUAD   -  MICHIGAN CITY EAST (1980)
 ME0861
 ME0861                         *CURRENT SURVEY CONTROL
 ME0861  ___________________________________________________________________
 ME0861* NAD 83(1986)-  41 42 29.     (N)    086 51 29.     (W)     SCALED    
 ME0861* NAVD 88     -       192.368  (meters)     631.13   (feet)  ADJUSTED  
 ME0861  ___________________________________________________________________
 ME0861  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 ME0861  DYNAMIC HT  -         192.296 (meters)     630.89  (feet)  COMP
 ME0861  MODELED GRAV-     980,247.9   (mgal)                       NAVD 88
 ME0861
 ME0861  VERT ORDER  -  SECOND    CLASS 0
 ME0861
 ME0861.The horizontal coordinates were scaled from a topographic map and have
 ME0861.an estimated accuracy of +/- 6 seconds.
 ME0861
 ME0861.The orthometric height was determined by differential leveling
 ME0861.and adjusted by the National Geodetic Survey in June 1991..
 ME0861
 ME0861.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0861.See file dsdata.txt to determine how the superseded data were derived.
 ME0861
 ME0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM118173(NAD 83)
 ME0861_MARKER: DB = BENCH MARK DISK
 ME0861_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0861_SP_SET: ABUTMENT
 ME0861_STAMPING: L 18 1934
 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 = OCTOBER  6, 2006
 ME0576 ***********************************************************************
 ME0576  DESIGNATION -  L 180
 ME0576  PID         -  ME0576
 ME0576  STATE/COUNTY-  IN/PORTER
 ME0576  USGS QUAD   -  WANATAH (1972)
 ME0576
 ME0576                         *CURRENT SURVEY CONTROL
 ME0576  ___________________________________________________________________
 ME0576* NAD 83(1986)-  41 26 22.     (N)    086 57 45.     (W)     SCALED    
 ME0576* NAVD 88     -       220.882  (meters)     724.68   (feet)  ADJUSTED  
 ME0576  ___________________________________________________________________
 ME0576  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 ME0576  DYNAMIC HT  -         220.792 (meters)     724.38  (feet)  COMP
 ME0576  MODELED GRAV-     980,213.6   (mgal)                       NAVD 88
 ME0576
 ME0576  VERT ORDER  -  FIRST     CLASS I
 ME0576
 ME0576.The horizontal coordinates were scaled from a topographic map and have
 ME0576.an estimated accuracy of +/- 6 seconds.
 ME0576
 ME0576.The orthometric height was determined by differential leveling
 ME0576.and adjusted by the National Geodetic Survey in June 1991..
 ME0576
 ME0576.The geoid height was determined by GEOID03.
 ME0576
 ME0576.The dynamic height is computed by dividing the NAVD 88
 ME0576.geopotential number by the normal gravity value computed on the
 ME0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0576.degrees latitude (g = 980.6199 gals.).
 ME0576
 ME0576.The modeled gravity was interpolated from observed gravity values.
 ME0576
 ME0576;                    North         East    Units  Estimated Accuracy
 ME0576;SPC IN W     -   687,370.      910,100.      MT  (+/- 180 meters Scaled)
 ME0576
 ME0576                          SUPERSEDED SURVEY CONTROL
 ME0576
 ME0576  NGVD 29 (??/??/92)  220.977  (m)          724.99   (f) ADJ UNCH    1 1
 ME0576
 ME0576.Superseded values are not recommended for survey control.
 ME0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0576.See file dsdata.txt to determine how the superseded data were derived.
 ME0576
 ME0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL031875(NAD 83)
 ME0576_MARKER: DD = SURVEY DISK
 ME0576_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ME0576_SP_SET: CURB
 ME0576_STAMPING: L 180 PO
 ME0576_MARK LOGO: INHD  
 ME0576_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME0576+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1992
 ME0576
 ME0576  HISTORY     - Date     Condition        Report By
 ME0576  HISTORY     - UNK      MONUMENTED       INHD
 ME0576  HISTORY     - 1968     GOOD             NGS
 ME0576  HISTORY     - 1978     GOOD             LOCSUR
 ME0576  HISTORY     - 19920902 GOOD             NGS
 ME0576
 ME0576                          STATION DESCRIPTION
 ME0576
 ME0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 ME0576'3.8 MI W FROM WANATAH.
 ME0576'ABOUT 3.75 MILES WEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 ME0576'U.S. HIGHWAY 421 OVERPASS AT WANATAH, IN SECTION 35, R 5 W,
 ME0576'T 35 N, SET ON THE TOP OF THE WEST END OF THE NORTH CURB OF A
 ME0576'64-FOOT CONCRETE BRIDGE FOR U.S. HIGHWAY 30 OVER CROOKED CREEK,
 ME0576'19.5 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND LANE OF THE
 ME0576'HIGHWAY, 163 FEET NORTH OF THE NORTH RAIL OF THE PENN CENTRAL
 ME0576'TRACK AND 0.5 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 ME0576
 ME0576                          STATION RECOVERY (1978)
 ME0576
 ME0576'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME0576'RECOVERED IN GOOD CONDITION.
 ME0576
 ME0576                          STATION RECOVERY (1992)
 ME0576
 ME0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0576'5.7 KM (3.55 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 ME0576'STATE HIGHWAY 49 IN VALPARAISO, IN TOP OF AND 0.1 M (0.3 FT) EAST OF
 ME0576'THE WEST END OF THE NORTH CONCRETE CURB OF THE WESTBOUND HIGHWAY
 ME0576'BRIDGE SPANNING CROOKED CREEK, 6.3 M (20.7 FT) NORTH OF THE
 ME0576'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, AND 0.1 M (0.3 FT)
 ME0576'ABOVE THE LEVEL OF THE HIGHWAY. NOTE--THERE IS A GUARDRAIL OVER THE
 ME0576'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0209 ***********************************************************************
 LB0209  DESIGNATION -  L 180
 LB0209  PID         -  LB0209
 LB0209  STATE/COUNTY-  IN/MIAMI
 LB0209  USGS QUAD   -  DEEDSVILLE (1992)
 LB0209
 LB0209                         *CURRENT SURVEY CONTROL
 LB0209  ___________________________________________________________________
 LB0209* NAD 83(1986)-  40 58 06.     (N)    086 02 14.     (W)     SCALED    
 LB0209* NAVD 88     -       261.961  (meters)     859.45   (feet)  ADJUSTED  
 LB0209  ___________________________________________________________________
 LB0209  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 LB0209  DYNAMIC HT  -         261.841 (meters)     859.06  (feet)  COMP
 LB0209  MODELED GRAV-     980,159.7   (mgal)                       NAVD 88
 LB0209
 LB0209  VERT ORDER  -  SECOND    CLASS 0
 LB0209
 LB0209.The horizontal coordinates were scaled from a topographic map and have
 LB0209.an estimated accuracy of +/- 6 seconds.
 LB0209
 LB0209.The orthometric height was determined by differential leveling
 LB0209.and adjusted by the National Geodetic Survey in June 1991..
 LB0209
 LB0209.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0209.See file dsdata.txt to determine how the superseded data were derived.
 LB0209
 LB0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL810356(NAD 83)
 LB0209_MARKER: DB = BENCH MARK DISK
 LB0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0209_SP_SET: CONCRETE FENCE POST
 LB0209_STAMPING: L 180 1946
 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 = OCTOBER  6, 2006
 LB0042 ***********************************************************************
 LB0042  DESIGNATION -  L 181
 LB0042  PID         -  LB0042
 LB0042  STATE/COUNTY-  IN/FULTON
 LB0042  USGS QUAD   -  GRASS CREEK (1977)
 LB0042
 LB0042                         *CURRENT SURVEY CONTROL
 LB0042  ___________________________________________________________________
 LB0042* NAD 83(1986)-  40 55 52.     (N)    086 24 13.     (W)     SCALED    
 LB0042* NAVD 88     -       233.135  (meters)     764.88   (feet)  ADJUSTED  
 LB0042  ___________________________________________________________________
 LB0042  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 LB0042  DYNAMIC HT  -         233.033 (meters)     764.54  (feet)  COMP
 LB0042  MODELED GRAV-     980,182.0   (mgal)                       NAVD 88
 LB0042
 LB0042  VERT ORDER  -  SECOND    CLASS 0
 LB0042
 LB0042.The horizontal coordinates were scaled from a topographic map and have
 LB0042.an estimated accuracy of +/- 6 seconds.
 LB0042
 LB0042.The orthometric height was determined by differential leveling
 LB0042.and adjusted by the National Geodetic Survey in June 1991..
 LB0042
 LB0042.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0042.See file dsdata.txt to determine how the superseded data were derived.
 LB0042
 LB0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL502312(NAD 83)
 LB0042_MARKER: DB = BENCH MARK DISK
 LB0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0042_STAMPING: L 181 1946
 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 = OCTOBER  6, 2006
 LA1645 ***********************************************************************
 LA1645  DESIGNATION -  L 182
 LA1645  PID         -  LA1645
 LA1645  STATE/COUNTY-  IN/WABASH
 LA1645  USGS QUAD   -  NORTH MANCHESTER SOUTH (1994)
 LA1645
 LA1645                         *CURRENT SURVEY CONTROL
 LA1645  ___________________________________________________________________
 LA1645* NAD 83(1986)-  40 52 58.     (N)    085 47 24.     (W)     SCALED    
 LA1645* NAVD 88     -       242.228  (meters)     794.71   (feet)  ADJUSTED  
 LA1645  ___________________________________________________________________
 LA1645  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 LA1645  DYNAMIC HT  -         242.115 (meters)     794.34  (feet)  COMP
 LA1645  MODELED GRAV-     980,152.2   (mgal)                       NAVD 88
 LA1645
 LA1645  VERT ORDER  -  FIRST     CLASS II
 LA1645
 LA1645.The horizontal coordinates were scaled from a topographic map and have
 LA1645.an estimated accuracy of +/- 6 seconds.
 LA1645
 LA1645.The orthometric height was determined by differential leveling
 LA1645.and adjusted by the National Geodetic Survey in June 1991..
 LA1645
 LA1645.The geoid height was determined by GEOID03.
 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     -   625,550.       89,610.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1645.See file dsdata.txt to determine how the superseded data were derived.
 LA1645
 LA1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL019264(NAD 83)
 LA1645_MARKER: DB = BENCH MARK DISK
 LA1645_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1645_SP_SET: CULVERT
 LA1645_STAMPING: L 182 1946
 LA1645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0158 ***********************************************************************
 LB0158  DESIGNATION -  L 183
 LB0158  PID         -  LB0158
 LB0158  STATE/COUNTY-  IN/MIAMI
 LB0158  USGS QUAD   -  TWELVE MILE (1991)
 LB0158
 LB0158                         *CURRENT SURVEY CONTROL
 LB0158  ___________________________________________________________________
 LB0158* NAD 83(1986)-  40 51 57.     (N)    086 07 45.     (W)     SCALED    
 LB0158* NAVD 88     -       238.796  (meters)     783.45   (feet)  ADJUSTED  
 LB0158  ___________________________________________________________________
 LB0158  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LB0158  DYNAMIC HT  -         238.685 (meters)     783.09  (feet)  COMP
 LB0158  MODELED GRAV-     980,153.3   (mgal)                       NAVD 88
 LB0158
 LB0158  VERT ORDER  -  SECOND    CLASS 0
 LB0158
 LB0158.The horizontal coordinates were scaled from a topographic map and have
 LB0158.an estimated accuracy of +/- 6 seconds.
 LB0158
 LB0158.The orthometric height was determined by differential leveling
 LB0158.and adjusted by the National Geodetic Survey in June 1991..
 LB0158
 LB0158.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0158.See file dsdata.txt to determine how the superseded data were derived.
 LB0158
 LB0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL733242(NAD 83)
 LB0158_MARKER: DB = BENCH MARK DISK
 LB0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0158_STAMPING: L 183 1946
 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 = OCTOBER  6, 2006
 MD1251 ***********************************************************************
 MD1251  DESIGNATION -  L 184
 MD1251  PID         -  MD1251
 MD1251  STATE/COUNTY-  IN/KOSCIUSKO
 MD1251  USGS QUAD   -  WARSAW (1994)
 MD1251
 MD1251                         *CURRENT SURVEY CONTROL
 MD1251  ___________________________________________________________________
 MD1251* NAD 83(1986)-  41 14 10.     (N)    085 52 11.     (W)     SCALED    
 MD1251* NAVD 88     -       248.657  (meters)     815.80   (feet)  ADJUSTED  
 MD1251  ___________________________________________________________________
 MD1251  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 MD1251  DYNAMIC HT  -         248.552 (meters)     815.46  (feet)  COMP
 MD1251  MODELED GRAV-     980,192.7   (mgal)                       NAVD 88
 MD1251
 MD1251  VERT ORDER  -  FIRST     CLASS I
 MD1251
 MD1251.The horizontal coordinates were scaled from a topographic map and have
 MD1251.an estimated accuracy of +/- 6 seconds.
 MD1251
 MD1251.The orthometric height was determined by differential leveling
 MD1251.and adjusted by the National Geodetic Survey in April 1995..
 MD1251
 MD1251.The geoid height was determined by GEOID03.
 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     -   664,800.       82,980.      MT  (+/- 180 meters Scaled)
 MD1251
 MD1251                          SUPERSEDED SURVEY CONTROL
 MD1251
 MD1251  NAVD 88 (06/15/91)  248.662  (m)          815.82   (f) UNKNOWN     1 1
 MD1251  NGVD 29 (01/19/93)  248.791  (m)          816.24   (f) ADJUSTED    1 1
 MD1251
 MD1251.Superseded values are not recommended for survey control.
 MD1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1251.See file dsdata.txt to determine how the superseded data were derived.
 MD1251
 MD1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL947655(NAD 83)
 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             NGS
 MD1251  HISTORY     - 1983     GOOD             USE
 MD1251  HISTORY     - 1984     GOOD             USPSQD
 MD1251  HISTORY     - 19920910 GOOD             NGS
 MD1251
 MD1251                          STATION DESCRIPTION
 MD1251
 MD1251'DESCRIBED BY NATIONAL 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 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 = OCTOBER  6, 2006
 LA1315 ***********************************************************************
 LA1315  DESIGNATION -  L 185
 LA1315  PID         -  LA1315
 LA1315  STATE/COUNTY-  IN/GRANT
 LA1315  USGS QUAD   -  FAIRMOUNT (1994)
 LA1315
 LA1315                         *CURRENT SURVEY CONTROL
 LA1315  ___________________________________________________________________
 LA1315* NAD 83(1986)-  40 22 46.     (N)    085 38 43.     (W)     SCALED    
 LA1315* NAVD 88     -       270.899  (meters)     888.77   (feet)  ADJUSTED  
 LA1315  ___________________________________________________________________
 LA1315  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 LA1315  DYNAMIC HT  -         270.759 (meters)     888.32  (feet)  COMP
 LA1315  MODELED GRAV-     980,102.8   (mgal)                       NAVD 88
 LA1315
 LA1315  VERT ORDER  -  FIRST     CLASS II
 LA1315
 LA1315.The horizontal coordinates were scaled from a topographic map and have
 LA1315.an estimated accuracy of +/- 6 seconds.
 LA1315
 LA1315.The orthometric height was determined by differential leveling
 LA1315.and adjusted by the National Geodetic Survey in June 1991..
 LA1315
 LA1315.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA1315
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1315.See file dsdata.txt to determine how the superseded data were derived.
 LA1315
 LA1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK149707(NAD 83)
 LA1315_MARKER: DB = BENCH MARK DISK
 LA1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1315_STAMPING: L 185 1946
 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 - August 28, 2004
 LA1315
 LA1315  HISTORY     - Date     Condition        Report By
 LA1315  HISTORY     - 1946     MONUMENTED       CGS
 LA1315  HISTORY     - 20040828 GOOD             INDIV
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1084 ***********************************************************************
 MD1084  DESIGNATION -  L 186
 MD1084  PID         -  MD1084
 MD1084  STATE/COUNTY-  IN/WHITLEY
 MD1084  USGS QUAD   -  SOUTH WHITLEY WEST (1994)
 MD1084
 MD1084                         *CURRENT SURVEY CONTROL
 MD1084  ___________________________________________________________________
 MD1084* NAD 83(1986)-  41 06 15.     (N)    085 37 47.     (W)     SCALED    
 MD1084* NAVD 88     -       253.428  (meters)     831.46   (feet)  ADJUSTED  
 MD1084  ___________________________________________________________________
 MD1084  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MD1084  DYNAMIC HT  -         253.319 (meters)     831.10  (feet)  COMP
 MD1084  MODELED GRAV-     980,186.7   (mgal)                       NAVD 88
 MD1084
 MD1084  VERT ORDER  -  SECOND    CLASS 0
 MD1084
 MD1084.The horizontal coordinates were scaled from a topographic map and have
 MD1084.an estimated accuracy of +/- 6 seconds.
 MD1084
 MD1084.The orthometric height was determined by differential leveling
 MD1084.and adjusted by the National Geodetic Survey in June 1991..
 MD1084
 MD1084.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1084.See file dsdata.txt to determine how the superseded data were derived.
 MD1084
 MD1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL150512(NAD 83)
 MD1084_MARKER: DB = BENCH MARK DISK
 MD1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1084_STAMPING: L 186 1946
 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             NGS
 MD1084
 MD1084                          STATION DESCRIPTION
 MD1084
 MD1084'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1723 ***********************************************************************
 LA1723  DESIGNATION -  L 187
 LA1723  PID         -  LA1723
 LA1723  STATE/COUNTY-  IN/HUNTINGTON
 LA1723  USGS QUAD   -  BIPPUS (1972)
 LA1723
 LA1723                         *CURRENT SURVEY CONTROL
 LA1723  ___________________________________________________________________
 LA1723* NAD 83(1986)-  40 53 09.     (N)    085 36 29.     (W)     SCALED    
 LA1723* NAVD 88     -       232.814  (meters)     763.82   (feet)  ADJUSTED  
 LA1723  ___________________________________________________________________
 LA1723  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 LA1723  DYNAMIC HT  -         232.703 (meters)     763.46  (feet)  COMP
 LA1723  MODELED GRAV-     980,145.5   (mgal)                       NAVD 88
 LA1723
 LA1723  VERT ORDER  -  SECOND    CLASS 0
 LA1723
 LA1723.The horizontal coordinates were scaled from a topographic map and have
 LA1723.an estimated accuracy of +/- 6 seconds.
 LA1723
 LA1723.The orthometric height was determined by differential leveling
 LA1723.and adjusted by the National Geodetic Survey in June 1991..
 LA1723
 LA1723.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1723.See file dsdata.txt to determine how the superseded data were derived.
 LA1723
 LA1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL172270(NAD 83)
 LA1723_MARKER: DB = BENCH MARK DISK
 LA1723_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1723_SP_SET: CULVERT
 LA1723_STAMPING: L 187 1946
 LA1723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA0893 ***********************************************************************
 LA0893  DESIGNATION -  L 188
 LA0893  PID         -  LA0893
 LA0893  STATE/COUNTY-  IN/HUNTINGTON
 LA0893  USGS QUAD   -  HUNTINGTON (1994)
 LA0893
 LA0893                         *CURRENT SURVEY CONTROL
 LA0893  ___________________________________________________________________
 LA0893* NAD 83(1986)-  40 54 14.     (N)    085 24 48.     (W)     SCALED    
 LA0893* NAVD 88     -       227.923  (meters)     747.78   (feet)  ADJUSTED  
 LA0893  ___________________________________________________________________
 LA0893  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 LA0893  DYNAMIC HT  -         227.818 (meters)     747.43  (feet)  COMP
 LA0893  MODELED GRAV-     980,158.1   (mgal)                       NAVD 88
 LA0893
 LA0893  VERT ORDER  -  SECOND    CLASS 0
 LA0893
 LA0893.The horizontal coordinates were scaled from a topographic map and have
 LA0893.an estimated accuracy of +/- 6 seconds.
 LA0893
 LA0893.The orthometric height was determined by differential leveling
 LA0893.and adjusted by the National Geodetic Survey in June 1991..
 LA0893
 LA0893.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0893.See file dsdata.txt to determine how the superseded data were derived.
 LA0893
 LA0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL336293(NAD 83)
 LA0893_MARKER: DB = BENCH MARK DISK
 LA0893_SETTING: 0 = UNSPECIFIED SETTING
 LA0893_STAMPING: L 188 1946
 LA0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0893
 LA0893  HISTORY     - Date     Condition        Report By
 LA0893  HISTORY     - 1946     MONUMENTED       CGS
 LA0893  HISTORY     - 1965     GOOD             INHD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0879 ***********************************************************************
 LA0879  DESIGNATION -  L 189
 LA0879  PID         -  LA0879
 LA0879  STATE/COUNTY-  IN/ALLEN
 LA0879  USGS QUAD   -  OSSIAN (1981)
 LA0879
 LA0879                         *CURRENT SURVEY CONTROL
 LA0879  ___________________________________________________________________
 LA0879* NAD 83(1997)-  40 58 28.65001(N)    085 11 20.04268(W)     ADJUSTED  
 LA0879* NAVD 88     -       241.178  (meters)     791.26   (feet)  ADJUSTED  
 LA0879  ___________________________________________________________________
 LA0879  X           -     404,475.398 (meters)                     COMP
 LA0879  Y           -  -4,805,604.486 (meters)                     COMP
 LA0879  Z           -   4,160,432.355 (meters)                     COMP
 LA0879  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 LA0879  ELLIP HEIGHT-         207.90  (meters)          (11/27/02) GPS OBS
 LA0879  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 LA0879  DYNAMIC HT  -         241.075 (meters)     790.93  (feet)  COMP
 LA0879  MODELED GRAV-     980,192.1   (mgal)                       NAVD 88
 LA0879
 LA0879  HORZ ORDER  -  FIRST
 LA0879  VERT ORDER  -  SECOND    CLASS 0
 LA0879  ELLP ORDER  -  FOURTH    CLASS I
 LA0879
 LA0879.The horizontal coordinates were established by GPS observations
 LA0879.and adjusted by the National Geodetic Survey in November 2002..
 LA0879
 LA0879.The orthometric height was determined by differential leveling
 LA0879.and adjusted by the National Geodetic Survey in June 1991..
 LA0879
 LA0879.Photographs are available 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 DEFLEC99 derived deflections.
 LA0879
 LA0879.The ellipsoidal height was determined by GPS observations
 LA0879.and is referenced to NAD 83.
 LA0879
 LA0879.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 LA0879;SPC IN E     -   635,850.239   140,211.062   MT  0.99998656   +0 18 47.8
 LA0879;SPC IN E     - 2,086,118.66    460,009.13   sFT  0.99998656   +0 18 47.8
 LA0879;UTM  16      - 4,537,519.675   652,378.227   MT  0.99988578   +1 11 16.1
 LA0879
 LA0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0879!SPC IN E     -   0.99996739  x   0.99998656  =   0.99995395
 LA0879!UTM  16      -   0.99996739  x   0.99988578  =   0.99985317
 LA0879
 LA0879                          SUPERSEDED SURVEY CONTROL
 LA0879
 LA0879  NAD 83(1997)-  40 58 28.64990(N)    085 11 20.04276(W) AD(       ) 1
 LA0879  NAVD 88 (03/18/02)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0879.See file dsdata.txt to determine how the superseded data were derived.
 LA0879
 LA0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5237837520(NAD 83)
 LA0879_MARKER: DB = BENCH MARK DISK
 LA0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0879_SP_SET: 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             NGS
 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 NATIONAL 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.
 LA0879' 
 LA0879' 
 LA0879'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0901 ***********************************************************************
 ME0901  DESIGNATION -  L 19
 ME0901  PID         -  ME0901
 ME0901  STATE/COUNTY-  IN/LA PORTE
 ME0901  USGS QUAD   -  SPRINGVILLE (1980)
 ME0901
 ME0901                         *CURRENT SURVEY CONTROL
 ME0901  ___________________________________________________________________
 ME0901* NAD 83(1986)-  41 39 06.     (N)    086 44 41.     (W)     SCALED    
 ME0901* NAVD 88     -       263.524  (meters)     864.58   (feet)  ADJUSTED  
 ME0901  ___________________________________________________________________
 ME0901  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0901  DYNAMIC HT  -         263.422 (meters)     864.24  (feet)  COMP
 ME0901  MODELED GRAV-     980,230.3   (mgal)                       NAVD 88
 ME0901
 ME0901  VERT ORDER  -  SECOND    CLASS 0
 ME0901
 ME0901.The horizontal coordinates were scaled from a topographic map and have
 ME0901.an estimated accuracy of +/- 6 seconds.
 ME0901
 ME0901.The orthometric height was determined by differential leveling
 ME0901.and adjusted by the National Geodetic Survey in June 1991..
 ME0901
 ME0901.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0901.See file dsdata.txt to determine how the superseded data were derived.
 ME0901
 ME0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM212111(NAD 83)
 ME0901_MARKER: DB = BENCH MARK DISK
 ME0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0901_STAMPING: L 19 1934
 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 = OCTOBER  6, 2006
 LA1653 ***********************************************************************
 LA1653  DESIGNATION -  L 190
 LA1653  PID         -  LA1653
 LA1653  STATE/COUNTY-  IN/WABASH
 LA1653  USGS QUAD   -  NORTH MANCHESTER SOUTH (1994)
 LA1653
 LA1653                         *CURRENT SURVEY CONTROL
 LA1653  ___________________________________________________________________
 LA1653* NAD 83(1986)-  40 58 17.     (N)    085 47 09.     (W)     SCALED    
 LA1653* NAVD 88     -       232.703  (meters)     763.46   (feet)  ADJUSTED  
 LA1653  ___________________________________________________________________
 LA1653  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 LA1653  DYNAMIC HT  -         232.596 (meters)     763.11  (feet)  COMP
 LA1653  MODELED GRAV-     980,161.7   (mgal)                       NAVD 88
 LA1653
 LA1653  VERT ORDER  -  FIRST     CLASS II
 LA1653
 LA1653.The horizontal coordinates were scaled from a topographic map and have
 LA1653.an estimated accuracy of +/- 6 seconds.
 LA1653
 LA1653.The orthometric height was determined by differential leveling
 LA1653.and adjusted by the National Geodetic Survey in June 1991..
 LA1653
 LA1653.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1653.See file dsdata.txt to determine how the superseded data were derived.
 LA1653
 LA1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL021362(NAD 83)
 LA1653_MARKER: DB = BENCH MARK DISK
 LA1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1653_STAMPING: L 190 1946
 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 = OCTOBER  6, 2006
 LA1878 ***********************************************************************
 LA1878  DESIGNATION -  L 191
 LA1878  PID         -  LA1878
 LA1878  STATE/COUNTY-  IN/MIAMI
 LA1878  USGS QUAD   -  AMBOY (1994)
 LA1878
 LA1878                         *CURRENT SURVEY CONTROL
 LA1878  ___________________________________________________________________
 LA1878* NAD 83(1986)-  40 34 45.     (N)    085 55 01.     (W)     SCALED    
 LA1878* NAVD 88     -       252.022  (meters)     826.84   (feet)  ADJUSTED  
 LA1878  ___________________________________________________________________
 LA1878  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LA1878  DYNAMIC HT  -         251.895 (meters)     826.43  (feet)  COMP
 LA1878  MODELED GRAV-     980,113.4   (mgal)                       NAVD 88
 LA1878
 LA1878  VERT ORDER  -  SECOND    CLASS 0
 LA1878
 LA1878.The horizontal coordinates were scaled from a topographic map and have
 LA1878.an estimated accuracy of +/- 6 seconds.
 LA1878
 LA1878.The orthometric height was determined by differential leveling
 LA1878.and adjusted by the National Geodetic Survey in June 1991..
 LA1878
 LA1878.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1878.See file dsdata.txt to determine how the superseded data were derived.
 LA1878
 LA1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK916926(NAD 83)
 LA1878_MARKER: DB = BENCH MARK DISK
 LA1878_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1878_SP_SET: BRIDGE
 LA1878_STAMPING: L 191 1946
 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 = OCTOBER  6, 2006
 LA1808 ***********************************************************************
 LA1808  DESIGNATION -  L 192
 LA1808  PID         -  LA1808
 LA1808  STATE/COUNTY-  IN/MIAMI
 LA1808  USGS QUAD   -  PEORIA (1994)
 LA1808
 LA1808                         *CURRENT SURVEY CONTROL
 LA1808  ___________________________________________________________________
 LA1808* NAD 83(1986)-  40 41 34.     (N)    085 59 15.     (W)     SCALED    
 LA1808* NAVD 88     -       245.164  (meters)     804.34   (feet)  ADJUSTED  
 LA1808  ___________________________________________________________________
 LA1808  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 LA1808  DYNAMIC HT  -         245.045 (meters)     803.95  (feet)  COMP
 LA1808  MODELED GRAV-     980,130.9   (mgal)                       NAVD 88
 LA1808
 LA1808  VERT ORDER  -  SECOND    CLASS 0
 LA1808
 LA1808.The horizontal coordinates were scaled from a topographic map and have
 LA1808.an estimated accuracy of +/- 6 seconds.
 LA1808
 LA1808.The orthometric height was determined by differential leveling
 LA1808.and adjusted by the National Geodetic Survey in June 1991..
 LA1808
 LA1808.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1808.See file dsdata.txt to determine how the superseded data were derived.
 LA1808
 LA1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL855051(NAD 83)
 LA1808_MARKER: DB = BENCH MARK DISK
 LA1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1808_STAMPING: L 192 1946
 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 = OCTOBER  6, 2006
 LA1291 ***********************************************************************
 LA1291  DESIGNATION -  L 193
 LA1291  PID         -  LA1291
 LA1291  STATE/COUNTY-  IN/MADISON
 LA1291  USGS QUAD   -  ANDERSON NORTH (1994)
 LA1291
 LA1291                         *CURRENT SURVEY CONTROL
 LA1291  ___________________________________________________________________
 LA1291* NAD 83(1986)-  40 08 05.     (N)    085 40 52.     (W)     SCALED    
 LA1291* NAVD 88     -       269.550  (meters)     884.35   (feet)  ADJUSTED  
 LA1291  ___________________________________________________________________
 LA1291  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 LA1291  DYNAMIC HT  -         269.406 (meters)     883.88  (feet)  COMP
 LA1291  MODELED GRAV-     980,081.0   (mgal)                       NAVD 88
 LA1291
 LA1291  VERT ORDER  -  FIRST     CLASS II
 LA1291
 LA1291.The horizontal coordinates were scaled from a topographic map and have
 LA1291.an estimated accuracy of +/- 6 seconds.
 LA1291
 LA1291.The orthometric height was determined by differential leveling
 LA1291.and adjusted by the National Geodetic Survey in June 1991..
 LA1291
 LA1291.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1291.See file dsdata.txt to determine how the superseded data were derived.
 LA1291
 LA1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK123435(NAD 83)
 LA1291_MARKER: DB = BENCH MARK DISK
 LA1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1291_STAMPING: L 193 1946
 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 = OCTOBER  6, 2006
 LA1333 ***********************************************************************
 LA1333  DESIGNATION -  L 194
 LA1333  PID         -  LA1333
 LA1333  STATE/COUNTY-  IN/HAMILTON
 LA1333  USGS QUAD   -  FRANKTON (1994)
 LA1333
 LA1333                         *CURRENT SURVEY CONTROL
 LA1333  ___________________________________________________________________
 LA1333* NAD 83(1986)-  40 07 32.     (N)    085 51 49.     (W)     SCALED    
 LA1333* NAVD 88     -       249.412  (meters)     818.28   (feet)  ADJUSTED  
 LA1333  ___________________________________________________________________
 LA1333  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 LA1333  DYNAMIC HT  -         249.277 (meters)     817.84  (feet)  COMP
 LA1333  MODELED GRAV-     980,081.1   (mgal)                       NAVD 88
 LA1333
 LA1333  VERT ORDER  -  SECOND    CLASS 0
 LA1333
 LA1333.The horizontal coordinates were scaled from a topographic map and have
 LA1333.an estimated accuracy of +/- 6 seconds.
 LA1333
 LA1333.The orthometric height was determined by differential leveling
 LA1333.and adjusted by the National Geodetic Survey in June 1991..
 LA1333
 LA1333.The geoid height was determined by GEOID03.
 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     -   541,480.       83,210.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1333.See file dsdata.txt to determine how the superseded data were derived.
 LA1333
 LA1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK968423(NAD 83)
 LA1333_MARKER: DB = BENCH MARK DISK
 LA1333_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1333_SP_SET: BRIDGE
 LA1333_STAMPING: L 194 1946
 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 = OCTOBER  6, 2006
 ME0544 ***********************************************************************
 ME0544  DESIGNATION -  L 195
 ME0544  PID         -  ME0544
 ME0544  STATE/COUNTY-  IN/LA PORTE
 ME0544  USGS QUAD   -  KINGSFORD HEIGHTS (1977)
 ME0544
 ME0544                         *CURRENT SURVEY CONTROL
 ME0544  ___________________________________________________________________
 ME0544* NAD 83(1986)-  41 24 22.     (N)    086 44 19.     (W)     SCALED    
 ME0544* NAVD 88     -       207.537  (meters)     680.89   (feet)  ADJUSTED  
 ME0544  ___________________________________________________________________
 ME0544  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0544  DYNAMIC HT  -         207.453 (meters)     680.62  (feet)  COMP
 ME0544  MODELED GRAV-     980,212.9   (mgal)                       NAVD 88
 ME0544
 ME0544  VERT ORDER  -  FIRST     CLASS I
 ME0544
 ME0544.The horizontal coordinates were scaled from a topographic map and have
 ME0544.an estimated accuracy of +/- 6 seconds.
 ME0544
 ME0544.The orthometric height was determined by differential leveling
 ME0544.and adjusted by the National Geodetic Survey in April 1995..
 ME0544
 ME0544.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0544
 ME0544  NAVD 88 (06/15/91)  207.540  (m)          680.90   (f) UNKNOWN     1 1
 ME0544  NGVD 29 (01/19/93)  207.640  (m)          681.23   (f) ADJUSTED    1 1
 ME0544
 ME0544.Superseded values are not recommended for survey control.
 ME0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0544.See file dsdata.txt to determine how the superseded data were derived.
 ME0544
 ME0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL218838(NAD 83)
 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             NGS
 ME0544  HISTORY     - 19920907 GOOD             NGS
 ME0544
 ME0544                          STATION DESCRIPTION
 ME0544
 ME0544'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1368 ***********************************************************************
 LA1368  DESIGNATION -  L 195
 LA1368  PID         -  LA1368
 LA1368  STATE/COUNTY-  IN/GRANT
 LA1368  USGS QUAD   -  POINT ISABEL (1994)
 LA1368
 LA1368                         *CURRENT SURVEY CONTROL
 LA1368  ___________________________________________________________________
 LA1368* NAD 83(1986)-  40 25 17.     (N)    085 47 11.     (W)     SCALED    
 LA1368* NAVD 88     -       267.668  (meters)     878.17   (feet)  ADJUSTED  
 LA1368  ___________________________________________________________________
 LA1368  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 LA1368  DYNAMIC HT  -         267.529 (meters)     877.72  (feet)  COMP
 LA1368  MODELED GRAV-     980,101.0   (mgal)                       NAVD 88
 LA1368
 LA1368  VERT ORDER  -  SECOND    CLASS 0
 LA1368
 LA1368.The horizontal coordinates were scaled from a topographic map and have
 LA1368.an estimated accuracy of +/- 6 seconds.
 LA1368
 LA1368.The orthometric height was determined by differential leveling
 LA1368.and adjusted by the National Geodetic Survey in June 1991..
 LA1368
 LA1368.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1368.See file dsdata.txt to determine how the superseded data were derived.
 LA1368
 LA1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK029752(NAD 83)
 LA1368_MARKER: DB = BENCH MARK DISK
 LA1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1368_STAMPING: L 195 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0892 ***********************************************************************
 MD0892  DESIGNATION -  L 196
 MD0892  PID         -  MD0892
 MD0892  STATE/COUNTY-  IN/WHITLEY
 MD0892  USGS QUAD   -  COLUMBIA CITY (1981)
 MD0892
 MD0892                         *CURRENT SURVEY CONTROL
 MD0892  ___________________________________________________________________
 MD0892* NAD 83(1986)-  41 12 44.     (N)    085 27 46.     (W)     SCALED    
 MD0892* NAVD 88     -       258.561  (meters)     848.30   (feet)  ADJUSTED  
 MD0892  ___________________________________________________________________
 MD0892  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 MD0892  DYNAMIC HT  -         258.461 (meters)     847.97  (feet)  COMP
 MD0892  MODELED GRAV-     980,231.3   (mgal)                       NAVD 88
 MD0892
 MD0892  VERT ORDER  -  SECOND    CLASS 0
 MD0892
 MD0892.The horizontal coordinates were scaled from a topographic map and have
 MD0892.an estimated accuracy of +/- 6 seconds.
 MD0892
 MD0892.The orthometric height was determined by differential leveling
 MD0892.and adjusted by the National Geodetic Survey in June 1991..
 MD0892
 MD0892.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0892.See file dsdata.txt to determine how the superseded data were derived.
 MD0892
 MD0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL288634(NAD 83)
 MD0892_MARKER: DB = BENCH MARK DISK
 MD0892_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0892_SP_SET: ABUTMENT
 MD0892_STAMPING: L 196 1946
 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             NGS
 MD0892  HISTORY     - 1969     GOOD             INHD
 MD0892  HISTORY     - 20030831 GOOD             GEOCAC
 MD0892
 MD0892                          STATION DESCRIPTION
 MD0892
 MD0892'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0541 ***********************************************************************
 ME0541  DESIGNATION -  L 196
 ME0541  PID         -  ME0541
 ME0541  STATE/COUNTY-  IN/LA PORTE
 ME0541  USGS QUAD   -  KINGSFORD HEIGHTS (1977)
 ME0541
 ME0541                         *CURRENT SURVEY CONTROL
 ME0541  ___________________________________________________________________
 ME0541* NAD 83(1986)-  41 24 11.     (N)    086 43 04.     (W)     SCALED    
 ME0541* NAVD 88     -       206.590  (meters)     677.79   (feet)  ADJUSTED  
 ME0541  ___________________________________________________________________
 ME0541  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0541  DYNAMIC HT  -         206.507 (meters)     677.51  (feet)  COMP
 ME0541  MODELED GRAV-     980,213.5   (mgal)                       NAVD 88
 ME0541
 ME0541  VERT ORDER  -  FIRST     CLASS I
 ME0541
 ME0541.The horizontal coordinates were scaled from a topographic map and have
 ME0541.an estimated accuracy of +/- 6 seconds.
 ME0541
 ME0541.The orthometric height was determined by differential leveling
 ME0541.and adjusted by the National Geodetic Survey in April 1995..
 ME0541
 ME0541.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0541
 ME0541  NAVD 88 (06/15/91)  206.601  (m)          677.82   (f) UNKNOWN     1 1
 ME0541  NGVD 29 (01/19/93)  206.693  (m)          678.13   (f) ADJUSTED    1 1
 ME0541
 ME0541.Superseded values are not recommended for survey control.
 ME0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0541.See file dsdata.txt to determine how the superseded data were derived.
 ME0541
 ME0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL235835(NAD 83)
 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 - September 07, 1992
 ME0541
 ME0541  HISTORY     - Date     Condition        Report By
 ME0541  HISTORY     - UNK      MONUMENTED       INHD
 ME0541  HISTORY     - 1968     GOOD             NGS
 ME0541  HISTORY     - 19920907 GOOD             NGS
 ME0541
 ME0541                          STATION DESCRIPTION
 ME0541
 ME0541'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0540 ***********************************************************************
 ME0540  DESIGNATION -  L 197
 ME0540  PID         -  ME0540
 ME0540  STATE/COUNTY-  IN/LA PORTE
 ME0540  USGS QUAD   -  KINGSFORD HEIGHTS (1977)
 ME0540
 ME0540                         *CURRENT SURVEY CONTROL
 ME0540  ___________________________________________________________________
 ME0540* NAD 83(1986)-  41 24 02.     (N)    086 42 06.     (W)     SCALED    
 ME0540* NAVD 88     -       208.235  (meters)     683.18   (feet)  ADJUSTED  
 ME0540  ___________________________________________________________________
 ME0540  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0540  DYNAMIC HT  -         208.151 (meters)     682.91  (feet)  COMP
 ME0540  MODELED GRAV-     980,213.9   (mgal)                       NAVD 88
 ME0540
 ME0540  VERT ORDER  -  FIRST     CLASS I
 ME0540
 ME0540.The horizontal coordinates were scaled from a topographic map and have
 ME0540.an estimated accuracy of +/- 6 seconds.
 ME0540
 ME0540.The orthometric height was determined by differential leveling
 ME0540.and adjusted by the National Geodetic Survey in June 1991..
 ME0540
 ME0540.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0540.See file dsdata.txt to determine how the superseded data were derived.
 ME0540
 ME0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL249832(NAD 83)
 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             NGS
 ME0540  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0540
 ME0540                          STATION DESCRIPTION
 ME0540
 ME0540'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0954 ***********************************************************************
 MD0954  DESIGNATION -  L 197
 MD0954  PID         -  MD0954
 MD0954  STATE/COUNTY-  IN/NOBLE
 MD0954  USGS QUAD   -  GARRETT (1973)
 MD0954
 MD0954                         *CURRENT SURVEY CONTROL
 MD0954  ___________________________________________________________________
 MD0954* NAD 83(1986)-  41 16 24.     (N)    085 13 50.     (W)     SCALED    
 MD0954* NAVD 88     -       267.365  (meters)     877.18   (feet)  ADJUSTED  
 MD0954  ___________________________________________________________________
 MD0954  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 MD0954  DYNAMIC HT  -         267.261 (meters)     876.84  (feet)  COMP
 MD0954  MODELED GRAV-     980,227.8   (mgal)                       NAVD 88
 MD0954
 MD0954  VERT ORDER  -  SECOND    CLASS 0
 MD0954
 MD0954.The horizontal coordinates were scaled from a topographic map and have
 MD0954.an estimated accuracy of +/- 6 seconds.
 MD0954
 MD0954.The orthometric height was determined by differential leveling
 MD0954.and adjusted by the National Geodetic Survey in June 1991..
 MD0954
 MD0954.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0954.See file dsdata.txt to determine how the superseded data were derived.
 MD0954
 MD0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL482706(NAD 83)
 MD0954_MARKER: DB = BENCH MARK DISK
 MD0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0954_STAMPING: L 197 1946
 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             NGS
 MD0954  HISTORY     - 1968     GOOD             NGS
 MD0954
 MD0954                          STATION DESCRIPTION
 MD0954
 MD0954'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1968
 MD0954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0533 ***********************************************************************
 ME0533  DESIGNATION -  L 198
 ME0533  PID         -  ME0533
 ME0533  STATE/COUNTY-  IN/STARKE
 ME0533  USGS QUAD   -  KINGSFORD HEIGHTS (1977)
 ME0533
 ME0533                         *CURRENT SURVEY CONTROL
 ME0533  ___________________________________________________________________
 ME0533* NAD 83(1986)-  41 23 43.     (N)    086 40 02.     (W)     SCALED    
 ME0533* NAVD 88     -       208.648  (meters)     684.54   (feet)  ADJUSTED  
 ME0533  ___________________________________________________________________
 ME0533  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0533  DYNAMIC HT  -         208.564 (meters)     684.26  (feet)  COMP
 ME0533  MODELED GRAV-     980,214.6   (mgal)                       NAVD 88
 ME0533
 ME0533  VERT ORDER  -  FIRST     CLASS I
 ME0533
 ME0533.The horizontal coordinates were scaled from a topographic map and have
 ME0533.an estimated accuracy of +/- 6 seconds.
 ME0533
 ME0533.The orthometric height was determined by differential leveling
 ME0533.and adjusted by the National Geodetic Survey in June 1991..
 ME0533
 ME0533.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0533.See file dsdata.txt to determine how the superseded data were derived.
 ME0533
 ME0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL278826(NAD 83)
 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             NGS
 ME0533  HISTORY     - 1988     GOOD             USPSQD
 ME0533  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0533
 ME0533                          STATION DESCRIPTION
 ME0533
 ME0533'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0542 ***********************************************************************
 MD0542  DESIGNATION -  L 198
 MD0542  PID         -  MD0542
 MD0542  STATE/COUNTY-  IN/DE KALB
 MD0542  USGS QUAD   -  SAINT JOE (1994)
 MD0542
 MD0542                         *CURRENT SURVEY CONTROL
 MD0542  ___________________________________________________________________
 MD0542* NAD 83(1986)-  41 19 58.     (N)    084 57 52.     (W)     SCALED    
 MD0542* NAVD 88     -       258.487  (meters)     848.05   (feet)  ADJUSTED  
 MD0542  ___________________________________________________________________
 MD0542  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 MD0542  DYNAMIC HT  -         258.383 (meters)     847.71  (feet)  COMP
 MD0542  MODELED GRAV-     980,216.0   (mgal)                       NAVD 88
 MD0542
 MD0542  VERT ORDER  -  SECOND    CLASS 0
 MD0542
 MD0542.The horizontal coordinates were scaled from a topographic map and have
 MD0542.an estimated accuracy of +/- 6 seconds.
 MD0542
 MD0542.The orthometric height was determined by differential leveling
 MD0542.and adjusted by the National Geodetic Survey in June 1991..
 MD0542
 MD0542.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0542.See file dsdata.txt to determine how the superseded data were derived.
 MD0542
 MD0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL703776(NAD 83)
 MD0542_MARKER: DB = BENCH MARK DISK
 MD0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0542_STAMPING: L-198
 MD0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0542+STABILITY: SURFACE MOTION
 MD0542
 MD0542  HISTORY     - Date     Condition        Report By
 MD0542  HISTORY     - UNK      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 = OCTOBER  6, 2006
 MD0785 ***********************************************************************
 MD0785  DESIGNATION -  L 199
 MD0785  PID         -  MD0785
 MD0785  STATE/COUNTY-  IN/ALLEN
 MD0785  USGS QUAD   -  CEDARVILLE (1981)
 MD0785
 MD0785                         *CURRENT SURVEY CONTROL
 MD0785  ___________________________________________________________________
 MD0785* NAD 83(1986)-  41 13 56.     (N)    085 00 10.     (W)     SCALED    
 MD0785* NAVD 88     -       242.304  (meters)     794.96   (feet)  ADJUSTED  
 MD0785  ___________________________________________________________________
 MD0785  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 MD0785  DYNAMIC HT  -         242.206 (meters)     794.64  (feet)  COMP
 MD0785  MODELED GRAV-     980,212.2   (mgal)                       NAVD 88
 MD0785
 MD0785  VERT ORDER  -  SECOND    CLASS 0
 MD0785
 MD0785.The horizontal coordinates were scaled from a topographic map and have
 MD0785.an estimated accuracy of +/- 6 seconds.
 MD0785
 MD0785.The orthometric height was determined by differential leveling
 MD0785.and adjusted by the National Geodetic Survey in June 1991..
 MD0785
 MD0785.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0785.See file dsdata.txt to determine how the superseded data were derived.
 MD0785
 MD0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL673664(NAD 83)
 MD0785_MARKER: DB = BENCH MARK DISK
 MD0785_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0785_SP_SET: CULVERT
 MD0785_STAMPING: L 199 1946
 MD0785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0785
 MD0785  HISTORY     - Date     Condition        Report By
 MD0785  HISTORY     - 1946     MONUMENTED       CGS
 MD0785  HISTORY     - 1961     GOOD             NGS
 MD0785
 MD0785                          STATION DESCRIPTION
 MD0785
 MD0785'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0116 ***********************************************************************
 ME0116  DESIGNATION -  L 20
 ME0116  PID         -  ME0116
 ME0116  STATE/COUNTY-  IN/ST JOSEPH
 ME0116  USGS QUAD   -  SOUTH BEND EAST (1992)
 ME0116
 ME0116                         *CURRENT SURVEY CONTROL
 ME0116  ___________________________________________________________________
 ME0116* NAD 83(1986)-  41 39 37.     (N)    086 08 18.     (W)     SCALED    
 ME0116* NAVD 88     -       221.227  (meters)     725.81   (feet)  ADJUSTED  
 ME0116  ___________________________________________________________________
 ME0116  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME0116  DYNAMIC HT  -         221.140 (meters)     725.52  (feet)  COMP
 ME0116  MODELED GRAV-     980,223.6   (mgal)                       NAVD 88
 ME0116
 ME0116  VERT ORDER  -  SECOND    CLASS 0
 ME0116
 ME0116.The horizontal coordinates were scaled from a topographic map and have
 ME0116.an estimated accuracy of +/- 6 seconds.
 ME0116
 ME0116.The orthometric height was determined by differential leveling
 ME0116.and adjusted by the National Geodetic Survey in June 1991..
 ME0116
 ME0116.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0116.See file dsdata.txt to determine how the superseded data were derived.
 ME0116
 ME0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM717124(NAD 83)
 ME0116_MARKER: DB = BENCH MARK DISK
 ME0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0116_STAMPING: 726.199 L 20 1934
 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             NGS
 ME0116  HISTORY     - 20010930 MARK NOT FOUND   USPSQD
 ME0116
 ME0116                          STATION DESCRIPTION
 ME0116
 ME0116'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0254 ***********************************************************************
 MD0254  DESIGNATION -  L 200
 MD0254  PID         -  MD0254
 MD0254  STATE/COUNTY-  IN/ALLEN
 MD0254  USGS QUAD   -  MAPLES (1992)
 MD0254
 MD0254                         *CURRENT SURVEY CONTROL
 MD0254  ___________________________________________________________________
 MD0254* NAD 83(1986)-  41 04 27.     (N)    084 53 06.     (W)     SCALED    
 MD0254* NAVD 88     -       232.644  (meters)     763.27   (feet)  ADJUSTED  
 MD0254  ___________________________________________________________________
 MD0254  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 MD0254  DYNAMIC HT  -         232.549 (meters)     762.95  (feet)  COMP
 MD0254  MODELED GRAV-     980,210.5   (mgal)                       NAVD 88
 MD0254
 MD0254  VERT ORDER  -  FIRST     CLASS II
 MD0254
 MD0254.The horizontal coordinates were scaled from a topographic map and have
 MD0254.an estimated accuracy of +/- 6 seconds.
 MD0254
 MD0254.The orthometric height was determined by differential leveling
 MD0254.and adjusted by the National Geodetic Survey in April 1995..
 MD0254.WARNING-Repeat measurements at this control monument indicate possible
 MD0254.vertical movement.
 MD0254
 MD0254.The geoid height was determined by GEOID03.
 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     -   647,090.      165,690.      MT  (+/- 180 meters Scaled)
 MD0254
 MD0254                          SUPERSEDED SURVEY CONTROL
 MD0254
 MD0254  NAVD 88 (06/15/91)  232.634  (m)          763.23   (f) UNKNOWN     1 2
 MD0254  NGVD 29 (01/19/93)  232.797  (m)          763.77   (f) ADJUSTED    1 2
 MD0254
 MD0254.Superseded values are not recommended for survey control.
 MD0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0254.See file dsdata.txt to determine how the superseded data were derived.
 MD0254
 MD0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL776491(NAD 83)
 MD0254_MARKER: DB = BENCH MARK DISK
 MD0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0254_SP_SET: CONCRETE POST
 MD0254_STAMPING: L 200 1946
 MD0254_MARK LOGO: CGS   
 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             NGS
 MD0254  HISTORY     - 19921019 GOOD             NGS
 MD0254
 MD0254                          STATION DESCRIPTION
 MD0254
 MD0254'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0341 ***********************************************************************
 MD0341  DESIGNATION -  L 201
 MD0341  PID         -  MD0341
 MD0341  STATE/COUNTY-  IN/DE KALB
 MD0341  USGS QUAD   -  BUTLER EAST (1994)
 MD0341
 MD0341                         *CURRENT SURVEY CONTROL
 MD0341  ___________________________________________________________________
 MD0341* NAD 83(1986)-  41 26 13.     (N)    084 48 46.     (W)     SCALED    
 MD0341* NAVD 88     -       255.928  (meters)     839.66   (feet)  ADJUSTED  
 MD0341  ___________________________________________________________________
 MD0341  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MD0341  DYNAMIC HT  -         255.828 (meters)     839.33  (feet)  COMP
 MD0341  MODELED GRAV-     980,225.4   (mgal)                       NAVD 88
 MD0341
 MD0341  VERT ORDER  -  SECOND    CLASS 0
 MD0341
 MD0341.The horizontal coordinates were scaled from a topographic map and have
 MD0341.an estimated accuracy of +/- 6 seconds.
 MD0341
 MD0341.The orthometric height was determined by differential leveling
 MD0341.and adjusted by the National Geodetic Survey in June 1991..
 MD0341
 MD0341.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0341.See file dsdata.txt to determine how the superseded data were derived.
 MD0341
 MD0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL827895(NAD 83)
 MD0341_MARKER: DB = BENCH MARK DISK
 MD0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0341_SP_SET: BRIDGE
 MD0341_STAMPING: L 201 1946
 MD0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0341
 MD0341  HISTORY     - Date     Condition        Report By
 MD0341  HISTORY     - 1946     MONUMENTED       CGS
 MD0341  HISTORY     - 1962     GOOD             NGS
 MD0341
 MD0341                          STATION DESCRIPTION
 MD0341
 MD0341'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1756 ***********************************************************************
 LA1756  DESIGNATION -  L 202
 LA1756  PID         -  LA1756
 LA1756  STATE/COUNTY-  IN/HUNTINGTON
 LA1756  USGS QUAD   -  ANDREWS (1994)
 LA1756
 LA1756                         *CURRENT SURVEY CONTROL
 LA1756  ___________________________________________________________________
 LA1756* NAD 83(1986)-  40 46 11.     (N)    085 30 26.     (W)     SCALED    
 LA1756* NAVD 88     -       244.116  (meters)     800.90   (feet)  ADJUSTED  
 LA1756  ___________________________________________________________________
 LA1756  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 LA1756  DYNAMIC HT  -         243.998 (meters)     800.52  (feet)  COMP
 LA1756  MODELED GRAV-     980,134.7   (mgal)                       NAVD 88
 LA1756
 LA1756  VERT ORDER  -  SECOND    CLASS 0
 LA1756
 LA1756.The horizontal coordinates were scaled from a topographic map and have
 LA1756.an estimated accuracy of +/- 6 seconds.
 LA1756
 LA1756.The orthometric height was determined by differential leveling
 LA1756.and adjusted by the National Geodetic Survey in June 1991..
 LA1756
 LA1756.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1756.See file dsdata.txt to determine how the superseded data were derived.
 LA1756
 LA1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL259142(NAD 83)
 LA1756_MARKER: DB = BENCH MARK DISK
 LA1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1756_STAMPING: L 202 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1962
 LA1756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1746 ***********************************************************************
 LA1746  DESIGNATION -  L 203
 LA1746  PID         -  LA1746
 LA1746  STATE/COUNTY-  IN/HUNTINGTON
 LA1746  USGS QUAD   -  ANDREWS (1994)
 LA1746
 LA1746                         *CURRENT SURVEY CONTROL
 LA1746  ___________________________________________________________________
 LA1746* NAD 83(1986)-  40 51 23.     (N)    085 36 04.     (W)     SCALED    
 LA1746* NAVD 88     -       224.554  (meters)     736.72   (feet)  ADJUSTED  
 LA1746  ___________________________________________________________________
 LA1746  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 LA1746  DYNAMIC HT  -         224.447 (meters)     736.37  (feet)  COMP
 LA1746  MODELED GRAV-     980,143.6   (mgal)                       NAVD 88
 LA1746
 LA1746  VERT ORDER  -  SECOND    CLASS 0
 LA1746
 LA1746.The horizontal coordinates were scaled from a topographic map and have
 LA1746.an estimated accuracy of +/- 6 seconds.
 LA1746
 LA1746.The orthometric height was determined by differential leveling
 LA1746.and adjusted by the National Geodetic Survey in June 1991..
 LA1746
 LA1746.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1746.See file dsdata.txt to determine how the superseded data were derived.
 LA1746
 LA1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL179237(NAD 83)
 LA1746_MARKER: DB = BENCH MARK DISK
 LA1746_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1746_SP_SET: BUILDING
 LA1746_STAMPING: L 203 1946
 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 = OCTOBER  6, 2006
 LA1491 ***********************************************************************
 LA1491  DESIGNATION -  L 204
 LA1491  PID         -  LA1491
 LA1491  STATE/COUNTY-  IN/GRANT
 LA1491  USGS QUAD   -  FAIRMOUNT (1994)
 LA1491
 LA1491                         *CURRENT SURVEY CONTROL
 LA1491  ___________________________________________________________________
 LA1491* NAD 83(1986)-  40 25 20.     (N)    085 42 58.     (W)     SCALED    
 LA1491* NAVD 88     -       267.483  (meters)     877.57   (feet)  ADJUSTED  
 LA1491  ___________________________________________________________________
 LA1491  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 LA1491  DYNAMIC HT  -         267.345 (meters)     877.11  (feet)  COMP
 LA1491  MODELED GRAV-     980,103.2   (mgal)                       NAVD 88
 LA1491
 LA1491  VERT ORDER  -  SECOND    CLASS 0
 LA1491
 LA1491.The horizontal coordinates were scaled from a topographic map and have
 LA1491.an estimated accuracy of +/- 6 seconds.
 LA1491
 LA1491.The orthometric height was determined by differential leveling
 LA1491.and adjusted by the National Geodetic Survey in June 1991..
 LA1491
 LA1491.The geoid height was determined by GEOID03.
 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     -   574,400.       95,800.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1491.See file dsdata.txt to determine how the superseded data were derived.
 LA1491
 LA1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK089754(NAD 83)
 LA1491_MARKER: DB = BENCH MARK DISK
 LA1491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1491_SP_SET: CULVERT
 LA1491_STAMPING: L 204 1946
 LA1491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1491
 LA1491  HISTORY     - Date     Condition        Report By
 LA1491  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1402 ***********************************************************************
 LA1402  DESIGNATION -  L 205
 LA1402  PID         -  LA1402
 LA1402  STATE/COUNTY-  IN/HAMILTON
 LA1402  USGS QUAD   -  OMEGA (1994)
 LA1402
 LA1402                         *CURRENT SURVEY CONTROL
 LA1402  ___________________________________________________________________
 LA1402* NAD 83(1986)-  40 09 42.     (N)    085 58 36.     (W)     SCALED    
 LA1402* NAVD 88     -       255.461  (meters)     838.12   (feet)  ADJUSTED  
 LA1402  ___________________________________________________________________
 LA1402  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 LA1402  DYNAMIC HT  -         255.324 (meters)     837.68  (feet)  COMP
 LA1402  MODELED GRAV-     980,083.3   (mgal)                       NAVD 88
 LA1402
 LA1402  VERT ORDER  -  SECOND    CLASS 0
 LA1402
 LA1402.The horizontal coordinates were scaled from a topographic map and have
 LA1402.an estimated accuracy of +/- 6 seconds.
 LA1402
 LA1402.The orthometric height was determined by differential leveling
 LA1402.and adjusted by the National Geodetic Survey in June 1991..
 LA1402
 LA1402.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1402.See file dsdata.txt to determine how the superseded data were derived.
 LA1402
 LA1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK871462(NAD 83)
 LA1402_MARKER: DB = BENCH MARK DISK
 LA1402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1402_SP_SET: CULVERT
 LA1402_STAMPING: L 205 1946
 LA1402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1451 ***********************************************************************
 LA1451  DESIGNATION -  L 206
 LA1451  PID         -  LA1451
 LA1451  STATE/COUNTY-  IN/MADISON
 LA1451  USGS QUAD   -  ELWOOD (1994)
 LA1451
 LA1451                         *CURRENT SURVEY CONTROL
 LA1451  ___________________________________________________________________
 LA1451* NAD 83(1986)-  40 16 39.     (N)    085 47 09.     (W)     SCALED    
 LA1451* NAVD 88     -       264.113  (meters)     866.51   (feet)  ADJUSTED  
 LA1451  ___________________________________________________________________
 LA1451  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 LA1451  DYNAMIC HT  -         263.973 (meters)     866.05  (feet)  COMP
 LA1451  MODELED GRAV-     980,090.7   (mgal)                       NAVD 88
 LA1451
 LA1451  VERT ORDER  -  SECOND    CLASS 0
 LA1451
 LA1451.The horizontal coordinates were scaled from a topographic map and have
 LA1451.an estimated accuracy of +/- 6 seconds.
 LA1451
 LA1451.The orthometric height was determined by differential leveling
 LA1451.and adjusted by the National Geodetic Survey in June 1991..
 LA1451
 LA1451.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1451.See file dsdata.txt to determine how the superseded data were derived.
 LA1451
 LA1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK032592(NAD 83)
 LA1451_MARKER: DB = BENCH MARK DISK
 LA1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1451_STAMPING: L 206 1946
 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 = OCTOBER  6, 2006
 LB0525 ***********************************************************************
 LB0525  DESIGNATION -  L 207
 LB0525  PID         -  LB0525
 LB0525  STATE/COUNTY-  IN/TIPTON
 LB0525  USGS QUAD   -  KEMPTON (1980)
 LB0525
 LB0525                         *CURRENT SURVEY CONTROL
 LB0525  ___________________________________________________________________
 LB0525* NAD 83(1986)-  40 16 26.     (N)    086 13 28.     (W)     SCALED    
 LB0525* NAVD 88     -       279.861  (meters)     918.18   (feet)  ADJUSTED  
 LB0525  ___________________________________________________________________
 LB0525  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 LB0525  DYNAMIC HT  -         279.708 (meters)     917.68  (feet)  COMP
 LB0525  MODELED GRAV-     980,071.8   (mgal)                       NAVD 88
 LB0525
 LB0525  VERT ORDER  -  SECOND    CLASS 0
 LB0525
 LB0525.The horizontal coordinates were scaled from a topographic map and have
 LB0525.an estimated accuracy of +/- 6 seconds.
 LB0525
 LB0525.The orthometric height was determined by differential leveling
 LB0525.and adjusted by the National Geodetic Survey in June 1991..
 LB0525
 LB0525.The geoid height was determined by GEOID03.
 LB0525
 LB0525.The dynamic height is computed by dividing the NAVD 88
 LB0525.geopotential number by the normal gravity value computed on the
 LB0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0525.degrees latitude (g = 980.6199 gals.).
 LB0525
 LB0525.The modeled gravity was interpolated from observed gravity values.
 LB0525
 LB0525;                    North         East    Units  Estimated Accuracy
 LB0525;SPC IN E     -   558,080.       52,560.      MT  (+/- 180 meters Scaled)
 LB0525
 LB0525                          SUPERSEDED SURVEY CONTROL
 LB0525
 LB0525  NGVD 29 (??/??/92)  279.971  (m)          918.54   (f) ADJ UNCH    2 0
 LB0525
 LB0525.Superseded values are not recommended for survey control.
 LB0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0525.See file dsdata.txt to determine how the superseded data were derived.
 LB0525
 LB0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK659584(NAD 83)
 LB0525_MARKER: DB = BENCH MARK DISK
 LB0525_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0525_SP_SET: BRIDGE HEADWALL
 LB0525_STAMPING: L 207 1946
 LB0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0525
 LB0525  HISTORY     - Date     Condition        Report By
 LB0525  HISTORY     - 1946     MONUMENTED       CGS
 LB0525
 LB0525                          STATION DESCRIPTION
 LB0525
 LB0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0525'3.9 MI W FROM TETERSBURG.
 LB0525'ABOUT 3.9 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CROSSROADS
 LB0525'AT TETERSBURG, ABOUT 0.4 MILE EAST OF A CROSS ROAD, (GRAVEL SOUTH
 LB0525'AND BLACK TOP LEADING NORTH TO KEMPTON), ABOUT 0.1 MILE WEST OF
 LB0525'A BLACK TOP ROAD LEADING SOUTH TO SHERIDAN, SET IN THE TOP OF THE
 LB0525'WEST END OF THE NORTH CONCRETE HEAD WALL OF A 6 FOOT CONCRETE
 LB0525'BRIDGE OVER A STREAM, 21 FEET NORTH OF AND ACROSS 0.5 FOOT
 LB0525'BELOW THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0470 ***********************************************************************
 LB0470  DESIGNATION -  L 208
 LB0470  PID         -  LB0470
 LB0470  STATE/COUNTY-  IN/TIPTON
 LB0470  USGS QUAD   -  TIPTON (1980)
 LB0470
 LB0470                         *CURRENT SURVEY CONTROL
 LB0470  ___________________________________________________________________
 LB0470* NAD 83(1986)-  40 21 48.     (N)    086 04 09.     (W)     SCALED    
 LB0470* NAVD 88     -       268.298  (meters)     880.24   (feet)  ADJUSTED  
 LB0470  ___________________________________________________________________
 LB0470  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 LB0470  DYNAMIC HT  -         268.155 (meters)     879.77  (feet)  COMP
 LB0470  MODELED GRAV-     980,086.6   (mgal)                       NAVD 88
 LB0470
 LB0470  VERT ORDER  -  SECOND    CLASS 0
 LB0470
 LB0470.The horizontal coordinates were scaled from a topographic map and have
 LB0470.an estimated accuracy of +/- 6 seconds.
 LB0470
 LB0470.The orthometric height was determined by differential leveling
 LB0470.and adjusted by the National Geodetic Survey in June 1991..
 LB0470
 LB0470.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0470.See file dsdata.txt to determine how the superseded data were derived.
 LB0470
 LB0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK790685(NAD 83)
 LB0470_MARKER: DB = BENCH MARK DISK
 LB0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0470_STAMPING: L 208 1946
 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 = OCTOBER  6, 2006
 LA1475 ***********************************************************************
 LA1475  DESIGNATION -  L 209
 LA1475  PID         -  LA1475
 LA1475  STATE/COUNTY-  IN/HAMILTON
 LA1475  USGS QUAD   -  OMEGA (1994)
 LA1475
 LA1475                         *CURRENT SURVEY CONTROL
 LA1475  ___________________________________________________________________
 LA1475* NAD 83(1986)-  40 08 05.     (N)    085 52 55.     (W)     SCALED    
 LA1475* NAVD 88     -       245.736  (meters)     806.22   (feet)  ADJUSTED  
 LA1475  ___________________________________________________________________
 LA1475  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 LA1475  DYNAMIC HT  -         245.603 (meters)     805.78  (feet)  COMP
 LA1475  MODELED GRAV-     980,082.1   (mgal)                       NAVD 88
 LA1475
 LA1475  VERT ORDER  -  SECOND    CLASS 0
 LA1475
 LA1475.The horizontal coordinates were scaled from a topographic map and have
 LA1475.an estimated accuracy of +/- 6 seconds.
 LA1475
 LA1475.The orthometric height was determined by differential leveling
 LA1475.and adjusted by the National Geodetic Survey in June 1991..
 LA1475
 LA1475.The geoid height was determined by GEOID03.
 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     -   542,500.       81,650.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1475.See file dsdata.txt to determine how the superseded data were derived.
 LA1475
 LA1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK952433(NAD 83)
 LA1475_MARKER: DB = BENCH MARK DISK
 LA1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1475_STAMPING: L 209 1946
 LA1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1475+STABILITY: SURFACE MOTION
 LA1475
 LA1475  HISTORY     - Date     Condition        Report By
 LA1475  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0492 ***********************************************************************
 LB0492  DESIGNATION -  L 210 RESET 1975
 LB0492  PID         -  LB0492
 LB0492  STATE/COUNTY-  IN/TIPTON
 LB0492  USGS QUAD   -  KEMPTON (1980)
 LB0492
 LB0492                         *CURRENT SURVEY CONTROL
 LB0492  ___________________________________________________________________
 LB0492* NAD 83(1986)-  40 15 10.     (N)    086 14 11.     (W)     SCALED    
 LB0492* NAVD 88     -       280.71   (meters)     921.0    (feet)  RESET     
 LB0492  ___________________________________________________________________
 LB0492  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 LB0492
 LB0492  VERT ORDER  -  THIRD
 LB0492
 LB0492.The horizontal coordinates were scaled from a topographic map and have
 LB0492.an estimated accuracy of +/- 6 seconds.
 LB0492
 LB0492.The orthometric height was computed from unverified reset data.
 LB0492
 LB0492.The geoid height was determined by GEOID03.
 LB0492
 LB0492;                    North         East    Units  Estimated Accuracy
 LB0492;SPC IN E     -   555,740.       51,530.      MT  (+/- 180 meters Scaled)
 LB0492
 LB0492                          SUPERSEDED SURVEY CONTROL
 LB0492
 LB0492  NGVD 29 (04/16/04)  280.82   (m)          921.3    (f) RESET       3  
 LB0492
 LB0492.Superseded values are not recommended for survey control.
 LB0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0492.See file dsdata.txt to determine how the superseded data were derived.
 LB0492
 LB0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK649560(NAD 83)
 LB0492_MARKER: DB = BENCH MARK DISK
 LB0492_SETTING: 0 = UNSPECIFIED SETTING
 LB0492_STAMPING: L 210 RESET 1975
 LB0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0484 ***********************************************************************
 LB0484  DESIGNATION -  L 211
 LB0484  PID         -  LB0484
 LB0484  STATE/COUNTY-  IN/HAMILTON
 LB0484  USGS QUAD   -  SHERIDAN (1992)
 LB0484
 LB0484                         *CURRENT SURVEY CONTROL
 LB0484  ___________________________________________________________________
 LB0484* NAD 83(1986)-  40 10 36.     (N)    086 13 16.     (W)     SCALED    
 LB0484* NAVD 88     -       285.456  (meters)     936.53   (feet)  ADJUSTED  
 LB0484  ___________________________________________________________________
 LB0484  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 LB0484  DYNAMIC HT  -         285.298 (meters)     936.02  (feet)  COMP
 LB0484  MODELED GRAV-     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 topographic map and have
 LB0484.an estimated accuracy of +/- 6 seconds.
 LB0484
 LB0484.The orthometric height was determined by differential leveling
 LB0484.and adjusted by the National Geodetic Survey in June 1991..
 LB0484
 LB0484.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0484.See file dsdata.txt to determine how the superseded data were derived.
 LB0484
 LB0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK663476(NAD 83)
 LB0484_MARKER: DB = BENCH MARK DISK
 LB0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0484_STAMPING: L 211 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1961
 LB0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0377 ***********************************************************************
 LB0377  DESIGNATION -  L 212
 LB0377  PID         -  LB0377
 LB0377  STATE/COUNTY-  IN/HAMILTON
 LB0377  USGS QUAD   -  SHERIDAN (1992)
 LB0377
 LB0377                         *CURRENT SURVEY CONTROL
 LB0377  ___________________________________________________________________
 LB0377* NAD 83(1986)-  40 09 36.     (N)    086 07 42.     (W)     SCALED    
 LB0377* NAVD 88     -       276.088  (meters)     905.80   (feet)  ADJUSTED  
 LB0377  ___________________________________________________________________
 LB0377  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 LB0377  DYNAMIC HT  -         275.936 (meters)     905.30  (feet)  COMP
 LB0377  MODELED GRAV-     980,067.2   (mgal)                       NAVD 88
 LB0377
 LB0377  VERT ORDER  -  SECOND    CLASS 0
 LB0377
 LB0377.The horizontal coordinates were scaled from a topographic map and have
 LB0377.an estimated accuracy of +/- 6 seconds.
 LB0377
 LB0377.The orthometric height was determined by differential leveling
 LB0377.and adjusted by the National Geodetic Survey in June 1991..
 LB0377
 LB0377.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0377.See file dsdata.txt to determine how the superseded data were derived.
 LB0377
 LB0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK742458(NAD 83)
 LB0377_MARKER: DB = BENCH MARK DISK
 LB0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0377_STAMPING: L 212 1946
 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 = OCTOBER  6, 2006
 LA0980 ***********************************************************************
 LA0980  DESIGNATION -  L 213
 LA0980  PID         -  LA0980
 LA0980  STATE/COUNTY-  IN/HUNTINGTON
 LA0980  USGS QUAD   -  LIBERTY CENTER (1962)
 LA0980
 LA0980                         *CURRENT SURVEY CONTROL
 LA0980  ___________________________________________________________________
 LA0980* NAD 83(1986)-  40 44 30.     (N)    085 21 14.     (W)     SCALED    
 LA0980* NAVD 88     -       260.252  (meters)     853.84   (feet)  ADJUSTED  
 LA0980  ___________________________________________________________________
 LA0980  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LA0980  DYNAMIC HT  -         260.125 (meters)     853.43  (feet)  COMP
 LA0980  MODELED GRAV-     980,132.4   (mgal)                       NAVD 88
 LA0980
 LA0980  VERT ORDER  -  SECOND    CLASS 0
 LA0980
 LA0980.The horizontal coordinates were scaled from a topographic map and have
 LA0980.an estimated accuracy of +/- 6 seconds.
 LA0980
 LA0980.The orthometric height was determined by differential leveling
 LA0980.and adjusted by the National Geodetic Survey in June 1991..
 LA0980
 LA0980.The geoid height was determined by GEOID03.
 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     -   609,920.      126,420.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0980.See file dsdata.txt to determine how the superseded data were derived.
 LA0980
 LA0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL389113(NAD 83)
 LA0980_MARKER: DB = BENCH MARK DISK
 LA0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0980_STAMPING: L 213 1947
 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 = OCTOBER  6, 2006
 ME0528 ***********************************************************************
 ME0528  DESIGNATION -  L 214
 ME0528  PID         -  ME0528
 ME0528  STATE/COUNTY-  IN/STARKE
 ME0528  USGS QUAD   -  HAMLET (1977)
 ME0528
 ME0528                         *CURRENT SURVEY CONTROL
 ME0528  ___________________________________________________________________
 ME0528* NAD 83(1986)-  41 23 38.     (N)    086 37 16.     (W)     SCALED    
 ME0528* NAVD 88     -       214.339  (meters)     703.21   (feet)  ADJUSTED  
 ME0528  ___________________________________________________________________
 ME0528  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME0528  DYNAMIC HT  -         214.253 (meters)     702.93  (feet)  COMP
 ME0528  MODELED GRAV-     980,215.4   (mgal)                       NAVD 88
 ME0528
 ME0528  VERT ORDER  -  FIRST     CLASS I
 ME0528
 ME0528.The horizontal coordinates were scaled from a topographic map and have
 ME0528.an estimated accuracy of +/- 6 seconds.
 ME0528
 ME0528.The orthometric height was determined by differential leveling
 ME0528.and adjusted by the National Geodetic Survey in June 1991..
 ME0528
 ME0528.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0528.See file dsdata.txt to determine how the superseded data were derived.
 ME0528
 ME0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL316825(NAD 83)
 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             NGS
 ME0528  HISTORY     - 1988     GOOD             USPSQD
 ME0528  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0528
 ME0528                          STATION DESCRIPTION
 ME0528
 ME0528'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0912 ***********************************************************************
 LA0912  DESIGNATION -  L 214
 LA0912  PID         -  LA0912
 LA0912  STATE/COUNTY-  IN/WELLS
 LA0912  USGS QUAD   -  LIBERTY CENTER (1962)
 LA0912
 LA0912                         *CURRENT SURVEY CONTROL
 LA0912  ___________________________________________________________________
 LA0912* NAD 83(1997)-  40 39 15.49533(N)    085 22 18.89946(W)     ADJUSTED  
 LA0912* NAVD 88     -       261.030  (meters)     856.40   (feet)  ADJUSTED  
 LA0912  ___________________________________________________________________
 LA0912  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 LA0912  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 LA0912  DYNAMIC HT  -         260.900 (meters)     855.97  (feet)  COMP
 LA0912  MODELED GRAV-     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
 LA0912.and adjusted by the National Geodetic Survey in June 1991..
 LA0912
 LA0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA0912
 LA0912.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996440  x   0.99997431  =   0.99993871
 LA0912!UTM  16      -   0.99996440  x   0.99983319  =   0.99979760
 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
 LA0912.Superseded values are not recommended for survey control.
 LA0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0912.See file dsdata.txt to determine how the superseded data were derived.
 LA0912
 LA0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3764001657(NAD 83)
 LA0912_MARKER: DB = BENCH MARK DISK
 LA0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0912_STAMPING: L 214 1947
 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 = OCTOBER  6, 2006
 LA0936 ***********************************************************************
 LA0936  DESIGNATION -  L 215
 LA0936  PID         -  LA0936
 LA0936  STATE/COUNTY-  IN/BLACKFORD
 LA0936  USGS QUAD   -  MONTPELIER (1962)
 LA0936
 LA0936                         *CURRENT SURVEY CONTROL
 LA0936  ___________________________________________________________________
 LA0936* NAD 83(1986)-  40 33 17.     (N)    085 16 50.     (W)     SCALED    
 LA0936* NAVD 88     -       263.283  (meters)     863.79   (feet)  ADJUSTED  
 LA0936  ___________________________________________________________________
 LA0936  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 LA0936  DYNAMIC HT  -         263.150 (meters)     863.35  (feet)  COMP
 LA0936  MODELED GRAV-     980,113.4   (mgal)                       NAVD 88
 LA0936
 LA0936  VERT ORDER  -  SECOND    CLASS 0
 LA0936
 LA0936.The horizontal coordinates were scaled from a topographic map and have
 LA0936.an estimated accuracy of +/- 6 seconds.
 LA0936
 LA0936.The orthometric height was determined by differential leveling
 LA0936.and adjusted by the National Geodetic Survey in June 1991..
 LA0936
 LA0936.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0936.See file dsdata.txt to determine how the superseded data were derived.
 LA0936
 LA0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK455907(NAD 83)
 LA0936_MARKER: DB = BENCH MARK DISK
 LA0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0936_STAMPING: L 215 1947
 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 = OCTOBER  6, 2006
 LA0955 ***********************************************************************
 LA0955  DESIGNATION -  L 216
 LA0955  PID         -  LA0955
 LA0955  STATE/COUNTY-  IN/WELLS
 LA0955  USGS QUAD   -  LIBERTY CENTER (1962)
 LA0955
 LA0955                         *CURRENT SURVEY CONTROL
 LA0955  ___________________________________________________________________
 LA0955* NAD 83(1986)-  40 39 15.     (N)    085 15 34.     (W)     SCALED    
 LA0955* NAVD 88     -       260.633  (meters)     855.09   (feet)  ADJUSTED  
 LA0955  ___________________________________________________________________
 LA0955  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 LA0955  DYNAMIC HT  -         260.505 (meters)     854.67  (feet)  COMP
 LA0955  MODELED GRAV-     980,124.7   (mgal)                       NAVD 88
 LA0955
 LA0955  VERT ORDER  -  SECOND    CLASS 0
 LA0955
 LA0955.The horizontal coordinates were scaled from a topographic map and have
 LA0955.an estimated accuracy of +/- 6 seconds.
 LA0955
 LA0955.The orthometric height was determined by differential leveling
 LA0955.and adjusted by the National Geodetic Survey in June 1991..
 LA0955
 LA0955.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0955.See file dsdata.txt to determine how the superseded data were derived.
 LA0955
 LA0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL471018(NAD 83)
 LA0955_MARKER: DB = BENCH MARK DISK
 LA0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0955_STAMPING: L 216 1947
 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             NGS
 LA0955
 LA0955                          STATION DESCRIPTION
 LA0955
 LA0955'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1234 ***********************************************************************
 LA1234  DESIGNATION -  L 217
 LA1234  PID         -  LA1234
 LA1234  STATE/COUNTY-  IN/DELAWARE
 LA1234  USGS QUAD   -  WHEELING (1994)
 LA1234
 LA1234                         *CURRENT SURVEY CONTROL
 LA1234  ___________________________________________________________________
 LA1234* NAD 83(1986)-  40 21 50.     (N)    085 27 40.     (W)     SCALED    
 LA1234* NAVD 88     -       268.401  (meters)     880.58   (feet)  ADJUSTED  
 LA1234  ___________________________________________________________________
 LA1234  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 LA1234  DYNAMIC HT  -         268.264 (meters)     880.13  (feet)  COMP
 LA1234  MODELED GRAV-     980,104.4   (mgal)                       NAVD 88
 LA1234
 LA1234  VERT ORDER  -  SECOND    CLASS 0
 LA1234
 LA1234.The horizontal coordinates were scaled from a topographic map and have
 LA1234.an estimated accuracy of +/- 6 seconds.
 LA1234
 LA1234.The orthometric height was determined by differential leveling
 LA1234.and adjusted by the National Geodetic Survey in June 1991..
 LA1234
 LA1234.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA1234
 LA1234  NGVD 29 (??/??/92)  268.540  (m)          881.03   (f) ADJ UNCH    2 0
 LA1234
 LA1234.Superseded values are not recommended for survey control.
 LA1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1234.See file dsdata.txt to determine how the superseded data were derived.
 LA1234
 LA1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK306692(NAD 83)
 LA1234_MARKER: DB = BENCH MARK DISK
 LA1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1234_STAMPING: L 217 1947
 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 = OCTOBER  6, 2006
 LA1518 ***********************************************************************
 LA1518  DESIGNATION -  L 218
 LA1518  PID         -  LA1518
 LA1518  STATE/COUNTY-  IN/MADISON
 LA1518  USGS QUAD   -  GILMAN (1994)
 LA1518
 LA1518                         *CURRENT SURVEY CONTROL
 LA1518  ___________________________________________________________________
 LA1518* NAD 83(1986)-  40 12 26.     (N)    085 34 32.     (W)     SCALED    
 LA1518* NAVD 88     -       264.794  (meters)     868.75   (feet)  ADJUSTED  
 LA1518  ___________________________________________________________________
 LA1518  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 LA1518  DYNAMIC HT  -         264.654 (meters)     868.29  (feet)  COMP
 LA1518  MODELED GRAV-     980,091.5   (mgal)                       NAVD 88
 LA1518
 LA1518  VERT ORDER  -  SECOND    CLASS 0
 LA1518
 LA1518.The horizontal coordinates were scaled from a topographic map and have
 LA1518.an estimated accuracy of +/- 6 seconds.
 LA1518
 LA1518.The orthometric height was determined by differential leveling
 LA1518.and adjusted by the National Geodetic Survey in June 1991..
 LA1518
 LA1518.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1518.See file dsdata.txt to determine how the superseded data were derived.
 LA1518
 LA1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK212517(NAD 83)
 LA1518_MARKER: DB = BENCH MARK DISK
 LA1518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1518_SP_SET: CULVERT
 LA1518_STAMPING: L 218 1947
 LA1518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1217 ***********************************************************************
 LA1217  DESIGNATION -  L 219
 LA1217  PID         -  LA1217
 LA1217  STATE/COUNTY-  IN/DELAWARE
 LA1217  USGS QUAD   -  MUNCIE WEST (1992)
 LA1217
 LA1217                         *CURRENT SURVEY CONTROL
 LA1217  ___________________________________________________________________
 LA1217* NAD 83(1986)-  40 12 18.     (N)    085 23 40.     (W)     SCALED    
 LA1217* NAVD 88     -       288.139  (meters)     945.34   (feet)  ADJUSTED  
 LA1217  ___________________________________________________________________
 LA1217  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 LA1217  DYNAMIC HT  -         287.986 (meters)     944.83  (feet)  COMP
 LA1217  MODELED GRAV-     980,087.1   (mgal)                       NAVD 88
 LA1217
 LA1217  VERT ORDER  -  SECOND    CLASS 0
 LA1217
 LA1217.The horizontal coordinates were scaled from a topographic map and have
 LA1217.an estimated accuracy of +/- 6 seconds.
 LA1217
 LA1217.The orthometric height was determined by differential leveling
 LA1217.and adjusted by the National Geodetic Survey in June 1991..
 LA1217
 LA1217.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1217.See file dsdata.txt to determine how the superseded data were derived.
 LA1217
 LA1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK366517(NAD 83)
 LA1217_MARKER: DB = BENCH MARK DISK
 LA1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1217_STAMPING: L 219 1947
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1952
 LA1217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0691 ***********************************************************************
 MD0691  DESIGNATION -  L 22
 MD0691  PID         -  MD0691
 MD0691  STATE/COUNTY-  IN/DE KALB
 MD0691  USGS QUAD   -  AUBURN (1981)
 MD0691
 MD0691                         *CURRENT SURVEY CONTROL
 MD0691  ___________________________________________________________________
 MD0691* NAD 83(1986)-  41 22 00.     (N)    085 03 49.     (W)     SCALED    
 MD0691* NAVD 88     -       264.733  (meters)     868.54   (feet)  ADJUSTED  
 MD0691  ___________________________________________________________________
 MD0691  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 MD0691  DYNAMIC HT  -         264.627 (meters)     868.20  (feet)  COMP
 MD0691  MODELED GRAV-     980,214.3   (mgal)                       NAVD 88
 MD0691
 MD0691  VERT ORDER  -  SECOND    CLASS 0
 MD0691
 MD0691.The horizontal coordinates were scaled from a topographic map and have
 MD0691.an estimated accuracy of +/- 6 seconds.
 MD0691
 MD0691.The orthometric height was determined by differential leveling
 MD0691.and adjusted by the National Geodetic Survey in June 1991..
 MD0691
 MD0691.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0691.See file dsdata.txt to determine how the superseded data were derived.
 MD0691
 MD0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL619812(NAD 83)
 MD0691_MARKER: DB = BENCH MARK DISK
 MD0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0691_STAMPING: L 22 1934
 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             NGS
 MD0691
 MD0691                          STATION DESCRIPTION
 MD0691
 MD0691'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1250 ***********************************************************************
 LA1250  DESIGNATION -  L 220
 LA1250  PID         -  LA1250
 LA1250  STATE/COUNTY-  IN/DELAWARE
 LA1250  USGS QUAD   -  EATON (1981)
 LA1250
 LA1250                         *CURRENT SURVEY CONTROL
 LA1250  ___________________________________________________________________
 LA1250* NAD 83(1986)-  40 21 44.     (N)    085 16 37.     (W)     SCALED    
 LA1250* NAVD 88     -       279.516  (meters)     917.05   (feet)  ADJUSTED  
 LA1250  ___________________________________________________________________
 LA1250  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 LA1250  DYNAMIC HT  -         279.372 (meters)     916.57  (feet)  COMP
 LA1250  MODELED GRAV-     980,102.3   (mgal)                       NAVD 88
 LA1250
 LA1250  VERT ORDER  -  SECOND    CLASS 0
 LA1250
 LA1250.The horizontal coordinates were scaled from a topographic map and have
 LA1250.an estimated accuracy of +/- 6 seconds.
 LA1250
 LA1250.The orthometric height was determined by differential leveling
 LA1250.and adjusted by the National Geodetic Survey in June 1991..
 LA1250
 LA1250.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1250.See file dsdata.txt to determine how the superseded data were derived.
 LA1250
 LA1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK463693(NAD 83)
 LA1250_MARKER: DB = BENCH MARK DISK
 LA1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1250_STAMPING: L 220 1947
 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 = OCTOBER  6, 2006
 MD0552 ***********************************************************************
 MD0552  DESIGNATION -  L 221
 MD0552  PID         -  MD0552
 MD0552  STATE/COUNTY-  IN/ALLEN
 MD0552  USGS QUAD   -  MAPLES (1992)
 MD0552
 MD0552                         *CURRENT SURVEY CONTROL
 MD0552  ___________________________________________________________________
 MD0552* NAD 83(1986)-  41 02 07.     (N)    084 58 13.     (W)     SCALED    
 MD0552* NAVD 88     -       241.035  (meters)     790.80   (feet)  ADJUSTED  
 MD0552  ___________________________________________________________________
 MD0552  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 MD0552  DYNAMIC HT  -         240.937 (meters)     790.47  (feet)  COMP
 MD0552  MODELED GRAV-     980,207.8   (mgal)                       NAVD 88
 MD0552
 MD0552  VERT ORDER  -  SECOND    CLASS 0
 MD0552
 MD0552.The horizontal coordinates were scaled from a topographic map and have
 MD0552.an estimated accuracy of +/- 6 seconds.
 MD0552
 MD0552.The orthometric height was determined by differential leveling
 MD0552.and adjusted by the National Geodetic Survey in June 1991..
 MD0552
 MD0552.The geoid height was determined by GEOID03.
 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     -   642,710.      158,560.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0552.See file dsdata.txt to determine how the superseded data were derived.
 MD0552
 MD0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL706446(NAD 83)
 MD0552_MARKER: DB = BENCH MARK DISK
 MD0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0552_STAMPING: L-221-1947
 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 = OCTOBER  6, 2006
 MD0560 ***********************************************************************
 MD0560  DESIGNATION -  L 222
 MD0560  PID         -  MD0560
 MD0560  STATE/COUNTY-  IN/ALLEN
 MD0560  USGS QUAD   -  WOODBURN SOUTH (1992)
 MD0560
 MD0560                         *CURRENT SURVEY CONTROL
 MD0560  ___________________________________________________________________
 MD0560* NAD 83(1986)-  41 00 52.     (N)    084 51 09.     (W)     SCALED    
 MD0560* NAVD 88     -       235.364  (meters)     772.19   (feet)  ADJUSTED  
 MD0560  ___________________________________________________________________
 MD0560  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 MD0560  DYNAMIC HT  -         235.266 (meters)     771.87  (feet)  COMP
 MD0560  MODELED GRAV-     980,202.6   (mgal)                       NAVD 88
 MD0560
 MD0560  VERT ORDER  -  SECOND    CLASS 0
 MD0560
 MD0560.The horizontal coordinates were scaled from a topographic map and have
 MD0560.an estimated accuracy of +/- 6 seconds.
 MD0560
 MD0560.The orthometric height was determined by differential leveling
 MD0560.and adjusted by the National Geodetic Survey in June 1991..
 MD0560
 MD0560.The geoid height was determined by GEOID03.
 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     -   640,480.      168,480.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0560.See file dsdata.txt to determine how the superseded data were derived.
 MD0560
 MD0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL805425(NAD 83)
 MD0560_MARKER: DB = BENCH MARK DISK
 MD0560_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0560_SP_SET: ABUTMENT
 MD0560_STAMPING: L 222 1947
 MD0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0560
 MD0560  HISTORY     - Date     Condition        Report By
 MD0560  HISTORY     - 1947     MONUMENTED       CGS
 MD0560  HISTORY     - 1962     GOOD             NGS
 MD0560
 MD0560                          STATION DESCRIPTION
 MD0560
 MD0560'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0695 ***********************************************************************
 LA0695  DESIGNATION -  L 223
 LA0695  PID         -  LA0695
 LA0695  STATE/COUNTY-  IN/ADAMS
 LA0695  USGS QUAD   -  DIXON (1994)
 LA0695
 LA0695                         *CURRENT SURVEY CONTROL
 LA0695  ___________________________________________________________________
 LA0695* NAD 83(1986)-  40 52 39.     (N)    084 50 33.     (W)     SCALED    
 LA0695* NAVD 88     -       251.691  (meters)     825.76   (feet)  ADJUSTED  
 LA0695  ___________________________________________________________________
 LA0695  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 LA0695  DYNAMIC HT  -         251.583 (meters)     825.40  (feet)  COMP
 LA0695  MODELED GRAV-     980,188.2   (mgal)                       NAVD 88
 LA0695
 LA0695  VERT ORDER  -  SECOND    CLASS 0
 LA0695
 LA0695.The horizontal coordinates were scaled from a topographic map and have
 LA0695.an estimated accuracy of +/- 6 seconds.
 LA0695
 LA0695.The orthometric height was determined by differential leveling
 LA0695.and adjusted by the National Geodetic Survey in June 1991..
 LA0695
 LA0695.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0695.See file dsdata.txt to determine how the superseded data were derived.
 LA0695
 LA0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL817273(NAD 83)
 LA0695_MARKER: DB = BENCH MARK DISK
 LA0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0695_STAMPING: L 223 1947
 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 = OCTOBER  6, 2006
 LA0845 ***********************************************************************
 LA0845  DESIGNATION -  L 224
 LA0845  PID         -  LA0845
 LA0845  STATE/COUNTY-  IN/ADAMS
 LA0845  USGS QUAD   -  LINN GROVE (1994)
 LA0845
 LA0845                         *CURRENT SURVEY CONTROL
 LA0845  ___________________________________________________________________
 LA0845* NAD 83(1986)-  40 44 35.     (N)    085 04 13.     (W)     SCALED    
 LA0845* NAVD 88     -       262.346  (meters)     860.71   (feet)  ADJUSTED  
 LA0845  ___________________________________________________________________
 LA0845  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 LA0845  DYNAMIC HT  -         262.223 (meters)     860.31  (feet)  COMP
 LA0845  MODELED GRAV-     980,149.1   (mgal)                       NAVD 88
 LA0845
 LA0845  VERT ORDER  -  SECOND    CLASS 0
 LA0845
 LA0845.The horizontal coordinates were scaled from a topographic map and have
 LA0845.an estimated accuracy of +/- 6 seconds.
 LA0845
 LA0845.The orthometric height was determined by differential leveling
 LA0845.and adjusted by the National Geodetic Survey in June 1991..
 LA0845
 LA0845.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0845.See file dsdata.txt to determine how the superseded data were derived.
 LA0845
 LA0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL629120(NAD 83)
 LA0845_MARKER: DB = BENCH MARK DISK
 LA0845_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0845_SP_SET: BRIDGE
 LA0845_STAMPING: L 224 1947
 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 = OCTOBER  6, 2006
 LA0839 ***********************************************************************
 LA0839  DESIGNATION -  L 225
 LA0839  PID         -  LA0839
 LA0839  STATE/COUNTY-  IN/ADAMS
 LA0839  USGS QUAD   -  LINN GROVE (1994)
 LA0839
 LA0839                         *CURRENT SURVEY CONTROL
 LA0839  ___________________________________________________________________
 LA0839* NAD 83(1986)-  40 39 22.     (N)    085 00 47.     (W)     SCALED    
 LA0839* NAVD 88     -       255.801  (meters)     839.24   (feet)  ADJUSTED  
 LA0839  ___________________________________________________________________
 LA0839  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 LA0839  DYNAMIC HT  -         255.679 (meters)     838.84  (feet)  COMP
 LA0839  MODELED GRAV-     980,140.0   (mgal)                       NAVD 88
 LA0839
 LA0839  VERT ORDER  -  SECOND    CLASS 0
 LA0839
 LA0839.The horizontal coordinates were scaled from a topographic map and have
 LA0839.an estimated accuracy of +/- 6 seconds.
 LA0839
 LA0839.The orthometric height was determined by differential leveling
 LA0839.and adjusted by the National Geodetic Survey in June 1991..
 LA0839
 LA0839.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0839.See file dsdata.txt to determine how the superseded data were derived.
 LA0839
 LA0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL679024(NAD 83)
 LA0839_MARKER: DB = BENCH MARK DISK
 LA0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0839_STAMPING: L 225 1947
 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 = OCTOBER  6, 2006
 LA0366 ***********************************************************************
 LA0366  DESIGNATION -  L 226
 LA0366  PID         -  LA0366
 LA0366  STATE/COUNTY-  IN/JAY
 LA0366  USGS QUAD   -  PORTLAND (1992)
 LA0366
 LA0366                         *CURRENT SURVEY CONTROL
 LA0366  ___________________________________________________________________
 LA0366* NAD 83(1986)-  40 28 57.     (N)    084 58 48.     (W)     SCALED    
 LA0366* NAVD 88     -       282.916  (meters)     928.20   (feet)  ADJUSTED  
 LA0366  ___________________________________________________________________
 LA0366  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 LA0366  DYNAMIC HT  -         282.777 (meters)     927.74  (feet)  COMP
 LA0366  MODELED GRAV-     980,127.8   (mgal)                       NAVD 88
 LA0366
 LA0366  VERT ORDER  -  SECOND    CLASS 0
 LA0366
 LA0366.The horizontal coordinates were scaled from a topographic map and have
 LA0366.an estimated accuracy of +/- 6 seconds.
 LA0366
 LA0366.The orthometric height was determined by differential leveling
 LA0366.and adjusted by the National Geodetic Survey in June 1991..
 LA0366
 LA0366.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0366.See file dsdata.txt to determine how the superseded data were derived.
 LA0366
 LA0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK712832(NAD 83)
 LA0366_MARKER: DB = BENCH MARK DISK
 LA0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0366_STAMPING: L 226 1947
 LA0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0366+STABILITY: SURFACE MOTION
 LA0366
 LA0366  HISTORY     - Date     Condition        Report By
 LA0366  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 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  USGS QUAD   -  GENEVA (1994)
 LA0533
 LA0533                         *CURRENT SURVEY CONTROL
 LA0533  ___________________________________________________________________
 LA0533* NAD 83(1997)-  40 32 29.00188(N)    084 55 48.50214(W)     ADJUSTED  
 LA0533* NAVD 88     -       260.53   (meters)     854.8    (feet)  RESET     
 LA0533  ___________________________________________________________________
 LA0533  X           -     428,951.492 (meters)                     COMP
 LA0533  Y           -  -4,835,030.964 (meters)                     COMP
 LA0533  Z           -   4,124,001.228 (meters)                     COMP
 LA0533  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 LA0533  ELLIP HEIGHT-         226.98  (meters)          (04/10/98) GPS OBS
 LA0533  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 LA0533
 LA0533  HORZ ORDER  -  B
 LA0533  VERT ORDER  -  THIRD
 LA0533  ELLP ORDER  -  FOURTH    CLASS I
 LA0533
 LA0533.The horizontal coordinates were established by GPS observations
 LA0533.and adjusted by the National Geodetic Survey in April 1998..
 LA0533
 LA0533.The orthometric height was computed from unverified reset data.
 LA0533
 LA0533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA0533
 LA0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA0533
 LA0533.The ellipsoidal height was determined by GPS observations
 LA0533.and is referenced to NAD 83.
 LA0533
 LA0533.The geoid height was determined by GEOID03.
 LA0533
 LA0533;                    North         East     Units Scale Factor Converg.
 LA0533;SPC IN E     -   587,892.102   162,393.566   MT  1.00001457   +0 28 43.5
 LA0533;SPC IN E     - 1,928,776.00    532,786.22   sFT  1.00001457   +0 28 43.5
 LA0533;UTM  16      - 4,489,907.454   675,285.418   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  =   0.99997896
 LA0533!UTM  16      -   0.99996440  x   0.99997821  =   0.99994261
 LA0533
 LA0533                          SUPERSEDED SURVEY CONTROL
 LA0533
 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  NGVD 29 (??/??/??)  260.68   (m)          855.2    (f) RESET       3  
 LA0533
 LA0533.Superseded values are not recommended for survey control.
 LA0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0533.See file dsdata.txt to determine how the superseded data were derived.
 LA0533
 LA0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7528589907(NAD 83)
 LA0533_MARKER: DB = BENCH MARK DISK
 LA0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0533_SP_SET: 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 - August 12, 1997
 LA0533
 LA0533  HISTORY     - Date     Condition        Report By
 LA0533  HISTORY     - 1962     MONUMENTED       CGS
 LA0533  HISTORY     - 19970812 GOOD             SEC
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0449 ***********************************************************************
 LA0449  DESIGNATION -  L 228
 LA0449  PID         -  LA0449
 LA0449  STATE/COUNTY-  IN/RANDOLPH
 LA0449  USGS QUAD   -  SPARTANBURG (1992)
 LA0449
 LA0449                         *CURRENT SURVEY CONTROL
 LA0449  ___________________________________________________________________
 LA0449* NAD 83(1986)-  40 01 12.     (N)    084 49 46.     (W)     SCALED    
 LA0449* NAVD 88     -       371.455  (meters)    1218.68   (feet)  ADJUSTED  
 LA0449  ___________________________________________________________________
 LA0449  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 LA0449  DYNAMIC HT  -         371.246 (meters)    1218.00  (feet)  COMP
 LA0449  MODELED GRAV-     980,053.2   (mgal)                       NAVD 88
 LA0449
 LA0449  VERT ORDER  -  SECOND    CLASS 0
 LA0449
 LA0449.The horizontal coordinates were scaled from a topographic map and have
 LA0449.an estimated accuracy of +/- 6 seconds.
 LA0449
 LA0449.The orthometric height was determined by differential leveling
 LA0449.and adjusted by the National Geodetic Survey in June 1991..
 LA0449
 LA0449.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0449.See file dsdata.txt to determine how the superseded data were derived.
 LA0449
 LA0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK852322(NAD 83)
 LA0449_MARKER: DB = BENCH MARK DISK
 LA0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0449_STAMPING: L 228 1947
 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 = OCTOBER  6, 2006
 LA0420 ***********************************************************************
 LA0420  DESIGNATION -  L 229
 LA0420  PID         -  LA0420
 LA0420  STATE/COUNTY-  IN/RANDOLPH
 LA0420  USGS QUAD   -  LYNN (1994)
 LA0420
 LA0420                         *CURRENT SURVEY CONTROL
 LA0420  ___________________________________________________________________
 LA0420* NAD 83(1986)-  40 01 12.     (N)    084 59 48.     (W)     SCALED    
 LA0420* NAVD 88     -       366.050  (meters)    1200.95   (feet)  ADJUSTED  
 LA0420  ___________________________________________________________________
 LA0420  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 LA0420  DYNAMIC HT  -         365.846 (meters)    1200.28  (feet)  COMP
 LA0420  MODELED GRAV-     980,057.1   (mgal)                       NAVD 88
 LA0420
 LA0420  VERT ORDER  -  SECOND    CLASS 0
 LA0420
 LA0420.The horizontal coordinates were scaled from a topographic map and have
 LA0420.an estimated accuracy of +/- 6 seconds.
 LA0420
 LA0420.The orthometric height was determined by differential leveling
 LA0420.and adjusted by the National Geodetic Survey in June 1991..
 LA0420
 LA0420.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0420.See file dsdata.txt to determine how the superseded data were derived.
 LA0420
 LA0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK709318(NAD 83)
 LA0420_MARKER: DB = BENCH MARK DISK
 LA0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0420_STAMPING: L 229 1947
 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 = OCTOBER  6, 2006
 ME0129 ***********************************************************************
 ME0129  DESIGNATION -  L 23
 ME0129  PID         -  ME0129
 ME0129  STATE/COUNTY-  IN/ST JOSEPH
 ME0129  USGS QUAD   -  SOUTH BEND WEST (1986)
 ME0129
 ME0129                         *CURRENT SURVEY CONTROL
 ME0129  ___________________________________________________________________
 ME0129* NAD 83(1986)-  41 39 54.     (N)    086 17 00.     (W)     SCALED    
 ME0129* NAVD 88     -       219.325  (meters)     719.57   (feet)  ADJUSTED  
 ME0129  ___________________________________________________________________
 ME0129  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 ME0129  DYNAMIC HT  -         219.240 (meters)     719.29  (feet)  COMP
 ME0129  MODELED GRAV-     980,231.8   (mgal)                       NAVD 88
 ME0129
 ME0129  VERT ORDER  -  SECOND    CLASS 0
 ME0129
 ME0129.The horizontal coordinates were scaled from a topographic map and have
 ME0129.an estimated accuracy of +/- 6 seconds.
 ME0129
 ME0129.The orthometric height was determined by differential leveling
 ME0129.and adjusted by the National Geodetic Survey in June 1991..
 ME0129
 ME0129.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0129.See file dsdata.txt to determine how the superseded data were derived.
 ME0129
 ME0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM596128(NAD 83)
 ME0129_MARKER: DB = BENCH MARK DISK
 ME0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0129_STAMPING: L 23 1934
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1957
 ME0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1158 ***********************************************************************
 JZ1158  DESIGNATION -  L 230
 JZ1158  PID         -  JZ1158
 JZ1158  STATE/COUNTY-  IN/WAYNE
 JZ1158  USGS QUAD   -  FOUNTAIN CITY (1960)
 JZ1158
 JZ1158                         *CURRENT SURVEY CONTROL
 JZ1158  ___________________________________________________________________
 JZ1158* NAD 83(1986)-  39 57 15.     (N)    084 56 23.     (W)     SCALED    
 JZ1158* NAVD 88     -       348.129  (meters)    1142.15   (feet)  ADJUSTED  
 JZ1158  ___________________________________________________________________
 JZ1158  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JZ1158  DYNAMIC HT  -         347.931 (meters)    1141.50  (feet)  COMP
 JZ1158  MODELED GRAV-     980,046.5   (mgal)                       NAVD 88
 JZ1158
 JZ1158  VERT ORDER  -  SECOND    CLASS 0
 JZ1158
 JZ1158.The horizontal coordinates were scaled from a topographic map and have
 JZ1158.an estimated accuracy of +/- 6 seconds.
 JZ1158
 JZ1158.The orthometric height was determined by differential leveling
 JZ1158.and adjusted by the National Geodetic Survey in June 1991..
 JZ1158
 JZ1158.The geoid height was determined by GEOID03.
 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     -   522,680.      162,120.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1158.See file dsdata.txt to determine how the superseded data were derived.
 JZ1158
 JZ1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK759247(NAD 83)
 JZ1158_MARKER: DB = BENCH MARK DISK
 JZ1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1158_STAMPING: L 230 1947
 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 = OCTOBER  6, 2006
 LA1062 ***********************************************************************
 LA1062  DESIGNATION -  L 231
 LA1062  PID         -  LA1062
 LA1062  STATE/COUNTY-  IN/JAY
 LA1062  USGS QUAD   -  RIDGEVILLE (1994)
 LA1062
 LA1062                         *CURRENT SURVEY CONTROL
 LA1062  ___________________________________________________________________
 LA1062* NAD 83(1986)-  40 19 19.     (N)    085 06 44.     (W)     SCALED    
 LA1062* NAVD 88     -       299.015  (meters)     981.02   (feet)  ADJUSTED  
 LA1062  ___________________________________________________________________
 LA1062  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 LA1062  DYNAMIC HT  -         298.861 (meters)     980.51  (feet)  COMP
 LA1062  MODELED GRAV-     980,100.4   (mgal)                       NAVD 88
 LA1062
 LA1062  VERT ORDER  -  SECOND    CLASS 0
 LA1062
 LA1062.The horizontal coordinates were scaled from a topographic map and have
 LA1062.an estimated accuracy of +/- 6 seconds.
 LA1062
 LA1062.The orthometric height was determined by differential leveling
 LA1062.and adjusted by the National Geodetic Survey in June 1991..
 LA1062
 LA1062.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1062.See file dsdata.txt to determine how the superseded data were derived.
 LA1062
 LA1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK603652(NAD 83)
 LA1062_MARKER: DB = BENCH MARK DISK
 LA1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1062_STAMPING: L 231 1947
 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 = OCTOBER  6, 2006
 LA0407 ***********************************************************************
 LA0407  DESIGNATION -  L 232
 LA0407  PID         -  LA0407
 LA0407  STATE/COUNTY-  IN/RANDOLPH
 LA0407  USGS QUAD   -  DEERFIELD (1992)
 LA0407
 LA0407                         *CURRENT SURVEY CONTROL
 LA0407  ___________________________________________________________________
 LA0407* NAD 83(1986)-  40 16 50.     (N)    084 58 35.     (W)     SCALED    
 LA0407* NAVD 88     -       300.587  (meters)     986.18   (feet)  ADJUSTED  
 LA0407  ___________________________________________________________________
 LA0407  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 LA0407  DYNAMIC HT  -         300.432 (meters)     985.67  (feet)  COMP
 LA0407  MODELED GRAV-     980,100.4   (mgal)                       NAVD 88
 LA0407
 LA0407  VERT ORDER  -  SECOND    CLASS 0
 LA0407
 LA0407.The horizontal coordinates were scaled from a topographic map and have
 LA0407.an estimated accuracy of +/- 6 seconds.
 LA0407
 LA0407.The orthometric height was determined by differential leveling
 LA0407.and adjusted by the National Geodetic Survey in June 1991..
 LA0407
 LA0407.The geoid height was determined by GEOID03.
 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     -   558,900.      158,700.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0407.See file dsdata.txt to determine how the superseded data were derived.
 LA0407
 LA0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK720608(NAD 83)
 LA0407_MARKER: DB = BENCH MARK DISK
 LA0407_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0407_SP_SET: BRIDGE
 LA0407_STAMPING: L 232 1947
 LA0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0407
 LA0407  HISTORY     - Date     Condition        Report By
 LA0407  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1818 ***********************************************************************
 ME1818  DESIGNATION -  L 233
 ME1818  PID         -  ME1818
 ME1818  STATE/COUNTY-  IN/LAKE
 ME1818  USGS QUAD   -  LAKE CALUMET (1997)
 ME1818
 ME1818                         *CURRENT SURVEY CONTROL
 ME1818  ___________________________________________________________________
 ME1818* NAD 83(1986)-  41 37 43.     (N)    087 30 34.     (W)     SCALED    
 ME1818* NAVD 88     -       179.390  (meters)     588.55   (feet)  ADJUSTED  
 ME1818  ___________________________________________________________________
 ME1818  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 ME1818  DYNAMIC HT  -         179.324 (meters)     588.33  (feet)  COMP
 ME1818  MODELED GRAV-     980,254.7   (mgal)                       NAVD 88
 ME1818
 ME1818  VERT ORDER  -  FIRST     CLASS II
 ME1818
 ME1818.The horizontal coordinates were scaled from a topographic map and have
 ME1818.an estimated accuracy of +/- 6 seconds.
 ME1818
 ME1818.The orthometric height was determined by differential leveling
 ME1818.and adjusted by the National Geodetic Survey in June 1991..
 ME1818
 ME1818.The geoid height was determined by GEOID03.
 ME1818
 ME1818.The dynamic height is computed by dividing the NAVD 88
 ME1818.geopotential number by the normal gravity value computed on the
 ME1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1818.degrees latitude (g = 980.6199 gals.).
 ME1818
 ME1818.The modeled gravity was interpolated from observed gravity values.
 ME1818
 ME1818;                    North         East    Units  Estimated Accuracy
 ME1818;SPC IN W     -   708,460.      864,490.      MT  (+/- 180 meters Scaled)
 ME1818
 ME1818                          SUPERSEDED SURVEY CONTROL
 ME1818
 ME1818  NGVD 29 (??/??/92)  179.494  (m)          588.89   (f) ADJ UNCH    1 2
 ME1818
 ME1818.Superseded values are not recommended for survey control.
 ME1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1818.See file dsdata.txt to determine how the superseded data were derived.
 ME1818
 ME1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM575086(NAD 83)
 ME1818_MARKER: DB = BENCH MARK DISK
 ME1818_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1818_SP_SET: BUILDING
 ME1818_STAMPING: L 233 1947
 ME1818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1818
 ME1818  HISTORY     - Date     Condition        Report By
 ME1818  HISTORY     - 1947     MONUMENTED       CGS
 ME1818  HISTORY     - 1965     GOOD             NGS
 ME1818
 ME1818                          STATION DESCRIPTION
 ME1818
 ME1818'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1818'AT HAMMOND.
 ME1818'AT HAMMOND, AT THE SOUTHWEST QUARTER OF THE INTERSECTION OF
 ME1818'CHICAGO AVENUE AND U.S. HIGHWAY 41 (CALUMET AVENUE), SET
 ME1818'VERTICALLY IN THE WEST FACE OF THE NORTHWEST CORNER OF THE BRICK
 ME1818'BUILDING OF THE JOHNSON COAL AND ICE COMPANY AT 742 CHICAGO
 ME1818'AVENUE, 2.5 FEET SOUTH OF THE NORTHWEST CORNER OF THE BUILDING
 ME1818'AND 1.8 FEET ABOVE THE GROUND.
 ME1818
 ME1818                          STATION RECOVERY (1965)
 ME1818
 ME1818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 ME1818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1184 ***********************************************************************
 LA1184  DESIGNATION -  L 234
 LA1184  PID         -  LA1184
 LA1184  STATE/COUNTY-  IN/BLACKFORD
 LA1184  USGS QUAD   -  HARTFORD CITY EAST (1994)
 LA1184
 LA1184                         *CURRENT SURVEY CONTROL
 LA1184  ___________________________________________________________________
 LA1184* NAD 83(1986)-  40 25 17.     (N)    085 22 12.     (W)     SCALED    
 LA1184* NAVD 88     -       273.972  (meters)     898.86   (feet)  ADJUSTED  
 LA1184  ___________________________________________________________________
 LA1184  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 LA1184  DYNAMIC HT  -         273.832 (meters)     898.40  (feet)  COMP
 LA1184  MODELED GRAV-     980,109.2   (mgal)                       NAVD 88
 LA1184
 LA1184  VERT ORDER  -  SECOND    CLASS 0
 LA1184
 LA1184.The horizontal coordinates were scaled from a topographic map and have
 LA1184.an estimated accuracy of +/- 6 seconds.
 LA1184
 LA1184.The orthometric height was determined by differential leveling
 LA1184.and adjusted by the National Geodetic Survey in June 1991..
 LA1184
 LA1184.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1184.See file dsdata.txt to determine how the superseded data were derived.
 LA1184
 LA1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK382758(NAD 83)
 LA1184_MARKER: DB = BENCH MARK DISK
 LA1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1184_STAMPING: L 234 1947
 LA1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1184+STABILITY: SURFACE MOTION
 LA1184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1184+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2006
 LA1184
 LA1184  HISTORY     - Date     Condition        Report By
 LA1184  HISTORY     - 1947     MONUMENTED       CGS
 LA1184  HISTORY     - 20060131 GOOD             HANPRO
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2357 ***********************************************************************
 JZ2357  DESIGNATION -  L 235
 JZ2357  PID         -  JZ2357
 JZ2357  STATE/COUNTY-  IN/MARION
 JZ2357  USGS QUAD   -  CUMBERLAND (1988)
 JZ2357
 JZ2357                         *CURRENT SURVEY CONTROL
 JZ2357  ___________________________________________________________________
 JZ2357* NAD 83(1986)-  39 51 46.     (N)    085 59 05.     (W)     SCALED    
 JZ2357* NAVD 88     -       258.440  (meters)     847.90   (feet)  ADJUSTED  
 JZ2357  ___________________________________________________________________
 JZ2357  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JZ2357  DYNAMIC HT  -         258.295 (meters)     847.42  (feet)  COMP
 JZ2357  MODELED GRAV-     980,057.7   (mgal)                       NAVD 88
 JZ2357
 JZ2357  VERT ORDER  -  FIRST     CLASS II
 JZ2357
 JZ2357.The horizontal coordinates were scaled from a topographic map and have
 JZ2357.an estimated accuracy of +/- 6 seconds.
 JZ2357
 JZ2357.The orthometric height was determined by differential leveling
 JZ2357.and adjusted by the National Geodetic Survey in June 1991..
 JZ2357
 JZ2357.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2357.See file dsdata.txt to determine how the superseded data were derived.
 JZ2357
 JZ2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK868130(NAD 83)
 JZ2357_MARKER: DB = BENCH MARK DISK
 JZ2357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2357_STAMPING: L 235 1947
 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 = OCTOBER  6, 2006
 JZ2316 ***********************************************************************
 JZ2316  DESIGNATION -  L 236
 JZ2316  PID         -  JZ2316
 JZ2316  STATE/COUNTY-  IN/HAMILTON
 JZ2316  USGS QUAD   -  INGALLS (1981)
 JZ2316
 JZ2316                         *CURRENT SURVEY CONTROL
 JZ2316  ___________________________________________________________________
 JZ2316* NAD 83(1986)-  39 58 23.     (N)    085 51 43.     (W)     SCALED    
 JZ2316* NAVD 88     -       261.763  (meters)     858.80   (feet)  ADJUSTED  
 JZ2316  ___________________________________________________________________
 JZ2316  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ2316  DYNAMIC HT  -         261.618 (meters)     858.33  (feet)  COMP
 JZ2316  MODELED GRAV-     980,066.7   (mgal)                       NAVD 88
 JZ2316
 JZ2316  VERT ORDER  -  SECOND    CLASS 0
 JZ2316
 JZ2316.The horizontal coordinates were scaled from a topographic map and have
 JZ2316.an estimated accuracy of +/- 6 seconds.
 JZ2316
 JZ2316.The orthometric height was determined by differential leveling
 JZ2316.and adjusted by the National Geodetic Survey in June 1991..
 JZ2316
 JZ2316.The geoid height was determined by GEOID03.
 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     -   524,540.       83,320.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2316.See file dsdata.txt to determine how the superseded data were derived.
 JZ2316
 JZ2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK971253(NAD 83)
 JZ2316_MARKER: DB = BENCH MARK DISK
 JZ2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2316_SP_SET: CONCRETE POST
 JZ2316_STAMPING: L 236 1947
 JZ2316_MARK LOGO: CGS   
 JZ2316_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2316+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2314 ***********************************************************************
 JZ2314  DESIGNATION -  L 237
 JZ2314  PID         -  JZ2314
 JZ2314  STATE/COUNTY-  IN/HAMILTON
 JZ2314  USGS QUAD   -  MC CORDSVILLE (1984)
 JZ2314
 JZ2314                         *CURRENT SURVEY CONTROL
 JZ2314  ___________________________________________________________________
 JZ2314* NAD 83(1986)-  39 57 26.     (N)    085 59 39.     (W)     SCALED    
 JZ2314* NAVD 88     -       251.009  (meters)     823.52   (feet)  ADJUSTED  
 JZ2314  ___________________________________________________________________
 JZ2314  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JZ2314  DYNAMIC HT  -         250.870 (meters)     823.06  (feet)  COMP
 JZ2314  MODELED GRAV-     980,067.8   (mgal)                       NAVD 88
 JZ2314
 JZ2314  VERT ORDER  -  SECOND    CLASS 0
 JZ2314
 JZ2314.The horizontal coordinates were scaled from a topographic map and have
 JZ2314.an estimated accuracy of +/- 6 seconds.
 JZ2314
 JZ2314.The orthometric height was determined by differential leveling
 JZ2314.and adjusted by the National Geodetic Survey in June 1991..
 JZ2314
 JZ2314.The geoid height was determined by GEOID03.
 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     -   522,820.       72,020.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2314.See file dsdata.txt to determine how the superseded data were derived.
 JZ2314
 JZ2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK859234(NAD 83)
 JZ2314_MARKER: DB = BENCH MARK DISK
 JZ2314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2314_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 JZ2478 ***********************************************************************
 JZ2478  DESIGNATION -  L 238
 JZ2478  PID         -  JZ2478
 JZ2478  STATE/COUNTY-  IN/SHELBY
 JZ2478  USGS QUAD   -  ACTON (1981)
 JZ2478
 JZ2478                         *CURRENT SURVEY CONTROL
 JZ2478  ___________________________________________________________________
 JZ2478* NAD 83(1986)-  39 40 57.     (N)    085 57 06.     (W)     SCALED    
 JZ2478* NAVD 88     -       248.433  (meters)     815.07   (feet)  ADJUSTED  
 JZ2478  ___________________________________________________________________
 JZ2478  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 JZ2478  DYNAMIC HT  -         248.292 (meters)     814.60  (feet)  COMP
 JZ2478  MODELED GRAV-     980,050.1   (mgal)                       NAVD 88
 JZ2478
 JZ2478  VERT ORDER  -  SECOND    CLASS 0
 JZ2478
 JZ2478.The horizontal coordinates were scaled from a topographic map and have
 JZ2478.an estimated accuracy of +/- 6 seconds.
 JZ2478
 JZ2478.The orthometric height was determined by differential leveling
 JZ2478.and adjusted by the National Geodetic Survey in June 1991..
 JZ2478
 JZ2478.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2478.See file dsdata.txt to determine how the superseded data were derived.
 JZ2478
 JZ2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ898930(NAD 83)
 JZ2478_MARKER: DB = BENCH MARK DISK
 JZ2478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2478_SP_SET: CONCRETE POST
 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
 JZ2478  HISTORY     - Date     Condition        Report By
 JZ2478  HISTORY     - 1947     MONUMENTED       CGS
 JZ2478  HISTORY     - 1973     GOOD             NGS
 JZ2478  HISTORY     - 1986     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0673 ***********************************************************************
 ME0673  DESIGNATION -  L 24
 ME0673  PID         -  ME0673
 ME0673  STATE/COUNTY-  IN/STARKE
 ME0673  USGS QUAD   -  SAN PIERRE (1959)
 ME0673
 ME0673                         *CURRENT SURVEY CONTROL
 ME0673  ___________________________________________________________________
 ME0673* NAD 83(1986)-  41 11 48.     (N)    086 53 22.     (W)     SCALED    
 ME0673* NAVD 88     -       214.719  (meters)     704.46   (feet)  ADJUSTED  
 ME0673  ___________________________________________________________________
 ME0673  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME0673  DYNAMIC HT  -         214.626 (meters)     704.15  (feet)  COMP
 ME0673  MODELED GRAV-     980,189.6   (mgal)                       NAVD 88
 ME0673
 ME0673  VERT ORDER  -  SECOND    CLASS 0
 ME0673
 ME0673.The horizontal coordinates were scaled from a topographic map and have
 ME0673.an estimated accuracy of +/- 6 seconds.
 ME0673
 ME0673.The orthometric height was determined by differential leveling
 ME0673.and adjusted by the National Geodetic Survey in June 1991..
 ME0673
 ME0673.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0673.See file dsdata.txt to determine how the superseded data were derived.
 ME0673
 ME0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL092605(NAD 83)
 ME0673_MARKER: DB = BENCH MARK DISK
 ME0673_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0673_SP_SET: FOUNDATION
 ME0673_STAMPING: L 24 1934
 ME0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0673
 ME0673  HISTORY     - Date     Condition        Report By
 ME0673  HISTORY     - 1934     MONUMENTED       CGS
 ME0673  HISTORY     - 1946     GOOD             NGS
 ME0673  HISTORY     - 1973     MARK NOT FOUND   NGS
 ME0673
 ME0673                          STATION DESCRIPTION
 ME0673
 ME0673'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0998 ***********************************************************************
 LB0998  DESIGNATION -  L 24 CAR
 LB0998  PID         -  LB0998
 LB0998  STATE/COUNTY-  IN/CARROLL
 LB0998  USGS QUAD   -  FLORA (1986)
 LB0998
 LB0998                         *CURRENT SURVEY CONTROL
 LB0998  ___________________________________________________________________
 LB0998* NAD 83(1986)-  40 36 29.     (N)    086 31 38.     (W)     SCALED    
 LB0998* NAVD 88     -       196.944  (meters)     646.14   (feet)  ADJUSTED  
 LB0998  ___________________________________________________________________
 LB0998  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 LB0998  DYNAMIC HT  -         196.848 (meters)     645.83  (feet)  COMP
 LB0998  MODELED GRAV-     980,133.6   (mgal)                       NAVD 88
 LB0998
 LB0998  VERT ORDER  -  SECOND    CLASS 0
 LB0998
 LB0998.The horizontal coordinates were scaled from a topographic map and have
 LB0998.an estimated accuracy of +/- 6 seconds.
 LB0998
 LB0998.The orthometric height was determined by differential leveling
 LB0998.and adjusted by the National Geodetic Survey in June 1991..
 LB0998
 LB0998.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0998.See file dsdata.txt to determine how the superseded data were derived.
 LB0998
 LB0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK399953(NAD 83)
 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             NGS
 LB0998
 LB0998                          STATION DESCRIPTION
 LB0998
 LB0998'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2440 ***********************************************************************
 JZ2440  DESIGNATION -  L 240
 JZ2440  PID         -  JZ2440
 JZ2440  STATE/COUNTY-  IN/MADISON
 JZ2440  USGS QUAD   -  PENDLETON (1966)
 JZ2440
 JZ2440                         *CURRENT SURVEY CONTROL
 JZ2440  ___________________________________________________________________
 JZ2440* NAD 83(1986)-  39 59 20.     (N)    085 43 47.     (W)     SCALED    
 JZ2440* NAVD 88     -       269.726  (meters)     884.93   (feet)  ADJUSTED  
 JZ2440  ___________________________________________________________________
 JZ2440  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ2440  DYNAMIC HT  -         269.577 (meters)     884.44  (feet)  COMP
 JZ2440  MODELED GRAV-     980,067.8   (mgal)                       NAVD 88
 JZ2440
 JZ2440  VERT ORDER  -  SECOND    CLASS 0
 JZ2440
 JZ2440.The horizontal coordinates were scaled from a topographic map and have
 JZ2440.an estimated accuracy of +/- 6 seconds.
 JZ2440
 JZ2440.The orthometric height was determined by differential leveling
 JZ2440.and adjusted by the National Geodetic Survey in June 1991..
 JZ2440
 JZ2440.The geoid height was determined by GEOID03.
 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     -   526,290.       94,620.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2440.See file dsdata.txt to determine how the superseded data were derived.
 JZ2440
 JZ2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK084272(NAD 83)
 JZ2440_MARKER: DB = BENCH MARK DISK
 JZ2440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2440_STAMPING: L 240 1947
 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
 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' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2502 ***********************************************************************
 JZ2502  DESIGNATION -  L 241
 JZ2502  PID         -  JZ2502
 JZ2502  STATE/COUNTY-  IN/HANCOCK
 JZ2502  USGS QUAD   -  FOUNTAINTOWN (1952)
 JZ2502
 JZ2502                         *CURRENT SURVEY CONTROL
 JZ2502  ___________________________________________________________________
 JZ2502* NAD 83(1986)-  39 42 57.     (N)    085 50 18.     (W)     SCALED    
 JZ2502* NAVD 88     -       255.407  (meters)     837.95   (feet)  ADJUSTED  
 JZ2502  ___________________________________________________________________
 JZ2502  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JZ2502  DYNAMIC HT  -         255.260 (meters)     837.47  (feet)  COMP
 JZ2502  MODELED GRAV-     980,043.4   (mgal)                       NAVD 88
 JZ2502
 JZ2502  VERT ORDER  -  SECOND    CLASS 0
 JZ2502
 JZ2502.The horizontal coordinates were scaled from a topographic map and have
 JZ2502.an estimated accuracy of +/- 6 seconds.
 JZ2502
 JZ2502.The orthometric height was determined by differential leveling
 JZ2502.and adjusted by the National Geodetic Survey in June 1991..
 JZ2502
 JZ2502.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2502.See file dsdata.txt to determine how the superseded data were derived.
 JZ2502
 JZ2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ995968(NAD 83)
 JZ2502_MARKER: DB = BENCH MARK DISK
 JZ2502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2502_STAMPING: L 241 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2541 ***********************************************************************
 JZ2541  DESIGNATION -  L 242
 JZ2541  PID         -  JZ2541
 JZ2541  STATE/COUNTY-  IN/HANCOCK
 JZ2541  USGS QUAD   -  CLEVELAND (1981)
 JZ2541
 JZ2541                         *CURRENT SURVEY CONTROL
 JZ2541  ___________________________________________________________________
 JZ2541* NAD 83(1986)-  39 45 25.     (N)    085 41 18.     (W)     SCALED    
 JZ2541* NAVD 88     -       274.617  (meters)     900.97   (feet)  ADJUSTED  
 JZ2541  ___________________________________________________________________
 JZ2541  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ2541  DYNAMIC HT  -         274.459 (meters)     900.45  (feet)  COMP
 JZ2541  MODELED GRAV-     980,043.5   (mgal)                       NAVD 88
 JZ2541
 JZ2541  VERT ORDER  -  SECOND    CLASS 0
 JZ2541
 JZ2541.The horizontal coordinates were scaled from a topographic map and have
 JZ2541.an estimated accuracy of +/- 6 seconds.
 JZ2541
 JZ2541.The orthometric height was determined by differential leveling
 JZ2541.and adjusted by the National Geodetic Survey in June 1991..
 JZ2541
 JZ2541.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2541.See file dsdata.txt to determine how the superseded data were derived.
 JZ2541
 JZ2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK123016(NAD 83)
 JZ2541_MARKER: DB = BENCH MARK DISK
 JZ2541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2541_STAMPING: L 242 1947
 JZ2541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2541+STABILITY: SURFACE MOTION
 JZ2541
 JZ2541  HISTORY     - Date     Condition        Report By
 JZ2541  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2589 ***********************************************************************
 JZ2589  DESIGNATION -  L 244
 JZ2589  PID         -  JZ2589
 JZ2589  STATE/COUNTY-  IN/SHELBY
 JZ2589  USGS QUAD   -  MORRISTOWN (1956)
 JZ2589
 JZ2589                         *CURRENT SURVEY CONTROL
 JZ2589  ___________________________________________________________________
 JZ2589* NAD 83(1986)-  39 41 53.     (N)    085 39 06.     (W)     SCALED    
 JZ2589* NAVD 88     -       280.423  (meters)     920.02   (feet)  ADJUSTED  
 JZ2589  ___________________________________________________________________
 JZ2589  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ2589  DYNAMIC HT  -         280.260 (meters)     919.49  (feet)  COMP
 JZ2589  MODELED GRAV-     980,038.9   (mgal)                       NAVD 88
 JZ2589
 JZ2589  VERT ORDER  -  SECOND    CLASS 0
 JZ2589
 JZ2589.The horizontal coordinates were scaled from a topographic map and have
 JZ2589.an estimated accuracy of +/- 6 seconds.
 JZ2589
 JZ2589.The orthometric height was determined by differential leveling
 JZ2589.and adjusted by the National Geodetic Survey in June 1991..
 JZ2589
 JZ2589.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2589.See file dsdata.txt to determine how the superseded data were derived.
 JZ2589
 JZ2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ156951(NAD 83)
 JZ2589_MARKER: DB = BENCH MARK DISK
 JZ2589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2589_STAMPING: L 244 1947
 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 = OCTOBER  6, 2006
 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  USGS QUAD   -  MORRISTOWN (1956)
 AE8497
 AE8497                         *CURRENT SURVEY CONTROL
 AE8497  ___________________________________________________________________
 AE8497* NAD 83(1997)-  39 41 54.65556(N)    085 39 06.15782(W)     ADJUSTED  
 AE8497* NAVD 88     -       280.5    (meters)     920.     (feet)  GPS OBS   
 AE8497  ___________________________________________________________________
 AE8497  X           -     372,601.526 (meters)                     COMP
 AE8497  Y           -  -4,900,201.100 (meters)                     COMP
 AE8497  Z           -   4,052,443.708 (meters)                     COMP
 AE8497  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AE8497  ELLIP HEIGHT-         246.53  (meters)          (04/10/98) GPS OBS
 AE8497  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 AE8497
 AE8497  HORZ ORDER  -  B
 AE8497  ELLP ORDER  -  FOURTH    CLASS I
 AE8497
 AE8497.The horizontal coordinates were established by GPS observations
 AE8497.and adjusted by the National Geodetic Survey in April 1998..
 AE8497
 AE8497.The orthometric height was determined by GPS observations and a
 AE8497.high-resolution geoid model.
 AE8497
 AE8497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8497
 AE8497.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8497
 AE8497.The ellipsoidal height was determined by GPS observations
 AE8497.and is referenced to NAD 83.
 AE8497
 AE8497.The geoid height was determined by GEOID03.
 AE8497
 AE8497;                    North         East     Units Scale Factor Converg.
 AE8497;SPC IN E     -   494,044.504   101,282.721   MT  0.99996669   +0 00 34.4
 AE8497;SPC IN E     - 1,620,877.68    332,291.73   sFT  0.99996669   +0 00 34.4
 AE8497;UTM  16      - 4,395,165.108   615,596.119   MT  0.99976451   +0 51 40.7
 AE8497
 AE8497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8497!SPC IN E     -   0.99996132  x   0.99996669  =   0.99992802
 AE8497!UTM  16      -   0.99996132  x   0.99976451  =   0.99972584
 AE8497
 AE8497                          SUPERSEDED SURVEY CONTROL
 AE8497
 AE8497.No superseded survey control is available for this station.
 AE8497
 AE8497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1559695165(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 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 - July 21, 1998
 AE8497
 AE8497  HISTORY     - Date     Condition        Report By
 AE8497  HISTORY     - 1960     MONUMENTED       CGS
 AE8497  HISTORY     - 19970820 GOOD             SEC
 AE8497  HISTORY     - 19980721 GOOD             WOOLPT
 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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2415 ***********************************************************************
 JZ2415  DESIGNATION -  L 245
 JZ2415  PID         -  JZ2415
 JZ2415  STATE/COUNTY-  IN/SHELBY
 JZ2415  USGS QUAD   -  RAYS CROSSING (1993)
 JZ2415
 JZ2415                         *CURRENT SURVEY CONTROL
 JZ2415  ___________________________________________________________________
 JZ2415* NAD 83(1986)-  39 32 03.     (N)    085 43 05.     (W)     SCALED    
 JZ2415* NAVD 88     -       245.973  (meters)     807.00   (feet)  ADJUSTED  
 JZ2415  ___________________________________________________________________
 JZ2415  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ2415  DYNAMIC HT  -         245.827 (meters)     806.52  (feet)  COMP
 JZ2415  MODELED GRAV-     980,028.3   (mgal)                       NAVD 88
 JZ2415
 JZ2415  VERT ORDER  -  SECOND    CLASS 0
 JZ2415
 JZ2415.The horizontal coordinates were scaled from a topographic map and have
 JZ2415.an estimated accuracy of +/- 6 seconds.
 JZ2415
 JZ2415.The orthometric height was determined by differential leveling
 JZ2415.and adjusted by the National Geodetic Survey in June 1991..
 JZ2415
 JZ2415.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2415.See file dsdata.txt to determine how the superseded data were derived.
 JZ2415
 JZ2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ101768(NAD 83)
 JZ2415_MARKER: DB = BENCH MARK DISK
 JZ2415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2415_STAMPING: L 245 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1104 ***********************************************************************
 LA1104  DESIGNATION -  L 246
 LA1104  PID         -  LA1104
 LA1104  STATE/COUNTY-  IN/RANDOLPH
 LA1104  USGS QUAD   -  CARLOS (1994)
 LA1104
 LA1104                         *CURRENT SURVEY CONTROL
 LA1104  ___________________________________________________________________
 LA1104* NAD 83(1986)-  40 05 30.     (N)    085 05 25.     (W)     SCALED    
 LA1104* NAVD 88     -       335.137  (meters)    1099.53   (feet)  ADJUSTED  
 LA1104  ___________________________________________________________________
 LA1104  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 LA1104  DYNAMIC HT  -         334.955 (meters)    1098.93  (feet)  COMP
 LA1104  MODELED GRAV-     980,072.0   (mgal)                       NAVD 88
 LA1104
 LA1104  VERT ORDER  -  SECOND    CLASS 0
 LA1104
 LA1104.The horizontal coordinates were scaled from a topographic map and have
 LA1104.an estimated accuracy of +/- 6 seconds.
 LA1104
 LA1104.The orthometric height was determined by differential leveling
 LA1104.and adjusted by the National Geodetic Survey in June 1991..
 LA1104
 LA1104.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1104.See file dsdata.txt to determine how the superseded data were derived.
 LA1104
 LA1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK628396(NAD 83)
 LA1104_MARKER: DB = BENCH MARK DISK
 LA1104_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1104_SP_SET: BRIDGE
 LA1104_STAMPING: L 246 1947
 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 = OCTOBER  6, 2006
 LA1126 ***********************************************************************
 LA1126  DESIGNATION -  L 247
 LA1126  PID         -  LA1126
 LA1126  STATE/COUNTY-  IN/HENRY
 LA1126  USGS QUAD   -  SULPHUR SPRINGS (1994)
 LA1126
 LA1126                         *CURRENT SURVEY CONTROL
 LA1126  ___________________________________________________________________
 LA1126* NAD 83(1986)-  40 02 50.     (N)    085 24 13.     (W)     SCALED    
 LA1126* NAVD 88     -       327.128  (meters)    1073.25   (feet)  ADJUSTED  
 LA1126  ___________________________________________________________________
 LA1126  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 LA1126  DYNAMIC HT  -         326.950 (meters)    1072.67  (feet)  COMP
 LA1126  MODELED GRAV-     980,073.1   (mgal)                       NAVD 88
 LA1126
 LA1126  VERT ORDER  -  SECOND    CLASS 0
 LA1126
 LA1126.The horizontal coordinates were scaled from a topographic map and have
 LA1126.an estimated accuracy of +/- 6 seconds.
 LA1126
 LA1126.The orthometric height was determined by differential leveling
 LA1126.and adjusted by the National Geodetic Survey in June 1991..
 LA1126
 LA1126.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1126.See file dsdata.txt to determine how the superseded data were derived.
 LA1126
 LA1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK361342(NAD 83)
 LA1126_MARKER: DB = BENCH MARK DISK
 LA1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1126_STAMPING: L 247 1947
 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 = OCTOBER  6, 2006
 JZ1687 ***********************************************************************
 JZ1687  DESIGNATION -  L 248
 JZ1687  PID         -  JZ1687
 JZ1687  STATE/COUNTY-  IN/HENRY
 JZ1687  USGS QUAD   -  NEW CASTLE WEST (1981)
 JZ1687
 JZ1687                         *CURRENT SURVEY CONTROL
 JZ1687  ___________________________________________________________________
 JZ1687* NAD 83(1986)-  39 57 00.     (N)    085 29 02.     (W)     SCALED    
 JZ1687* NAVD 88     -       327.136  (meters)    1073.28   (feet)  ADJUSTED  
 JZ1687  ___________________________________________________________________
 JZ1687  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JZ1687  DYNAMIC HT  -         326.954 (meters)    1072.68  (feet)  COMP
 JZ1687  MODELED GRAV-     980,060.8   (mgal)                       NAVD 88
 JZ1687
 JZ1687  VERT ORDER  -  SECOND    CLASS 0
 JZ1687
 JZ1687.The horizontal coordinates were scaled from a topographic map and have
 JZ1687.an estimated accuracy of +/- 6 seconds.
 JZ1687
 JZ1687.The orthometric height was determined by differential leveling
 JZ1687.and adjusted by the National Geodetic Survey in June 1991..
 JZ1687
 JZ1687.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1687.See file dsdata.txt to determine how the superseded data were derived.
 JZ1687
 JZ1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK295233(NAD 83)
 JZ1687_MARKER: DB = BENCH MARK DISK
 JZ1687_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1687_SP_SET: BUILDING
 JZ1687_STAMPING: L 248 1947
 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 = OCTOBER  6, 2006
 LA1132 ***********************************************************************
 LA1132  DESIGNATION -  L 249
 LA1132  PID         -  LA1132
 LA1132  STATE/COUNTY-  IN/HENRY
 LA1132  USGS QUAD   -  MOUNT PLEASANT (1988)
 LA1132
 LA1132                         *CURRENT SURVEY CONTROL
 LA1132  ___________________________________________________________________
 LA1132* NAD 83(1986)-  40 00 14.     (N)    085 16 11.     (W)     SCALED    
 LA1132* NAVD 88     -       341.758  (meters)    1121.25   (feet)  ADJUSTED  
 LA1132  ___________________________________________________________________
 LA1132  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 LA1132  DYNAMIC HT  -         341.568 (meters)    1120.63  (feet)  COMP
 LA1132  MODELED GRAV-     980,062.8   (mgal)                       NAVD 88
 LA1132
 LA1132  VERT ORDER  -  SECOND    CLASS 0
 LA1132
 LA1132.The horizontal coordinates were scaled from a topographic map and have
 LA1132.an estimated accuracy of +/- 6 seconds.
 LA1132
 LA1132.The orthometric height was determined by differential leveling
 LA1132.and adjusted by the National Geodetic Survey in June 1991..
 LA1132
 LA1132.The geoid height was determined by GEOID03.
 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     -   528,030.      133,890.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1132.See file dsdata.txt to determine how the superseded data were derived.
 LA1132
 LA1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK476296(NAD 83)
 LA1132_MARKER: DB = BENCH MARK DISK
 LA1132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1132_SP_SET: CULVERT
 LA1132_STAMPING: L 249 1947
 LA1132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1434 ***********************************************************************
 LA1434  DESIGNATION -  L 250
 LA1434  PID         -  LA1434
 LA1434  STATE/COUNTY-  IN/MADISON
 LA1434  USGS QUAD   -  LAPEL (1994)
 LA1434
 LA1434                         *CURRENT SURVEY CONTROL
 LA1434  ___________________________________________________________________
 LA1434* NAD 83(1986)-  40 04 35.     (N)    085 48 23.     (W)     SCALED    
 LA1434* NAVD 88     -       264.892  (meters)     869.07   (feet)  ADJUSTED  
 LA1434  ___________________________________________________________________
 LA1434  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 LA1434  DYNAMIC HT  -         264.748 (meters)     868.59  (feet)  COMP
 LA1434  MODELED GRAV-     980,074.8   (mgal)                       NAVD 88
 LA1434
 LA1434  VERT ORDER  -  SECOND    CLASS 0
 LA1434
 LA1434.The horizontal coordinates were scaled from a topographic map and have
 LA1434.an estimated accuracy of +/- 6 seconds.
 LA1434
 LA1434.The orthometric height was determined by differential leveling
 LA1434.and adjusted by the National Geodetic Survey in June 1991..
 LA1434
 LA1434.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1434.See file dsdata.txt to determine how the superseded data were derived.
 LA1434
 LA1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK017369(NAD 83)
 LA1434_MARKER: DB = BENCH MARK DISK
 LA1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1434_STAMPING: L 250 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1491 ***********************************************************************
 JZ1491  DESIGNATION -  L 251
 JZ1491  PID         -  JZ1491
 JZ1491  STATE/COUNTY-  IN/HENRY
 JZ1491  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ1491
 JZ1491                         *CURRENT SURVEY CONTROL
 JZ1491  ___________________________________________________________________
 JZ1491* NAD 83(1986)-  39 56 09.     (N)    085 20 31.     (W)     SCALED    
 JZ1491* NAVD 88     -       328.607  (meters)    1078.10   (feet)  ADJUSTED  
 JZ1491  ___________________________________________________________________
 JZ1491  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JZ1491  DYNAMIC HT  -         328.423 (meters)    1077.50  (feet)  COMP
 JZ1491  MODELED GRAV-     980,057.8   (mgal)                       NAVD 88
 JZ1491
 JZ1491  VERT ORDER  -  SECOND    CLASS 0
 JZ1491
 JZ1491.The horizontal coordinates were scaled from a topographic map and have
 JZ1491.an estimated accuracy of +/- 6 seconds.
 JZ1491
 JZ1491.The orthometric height was determined by differential leveling
 JZ1491.and adjusted by the National Geodetic Survey in June 1991..
 JZ1491
 JZ1491.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1491.See file dsdata.txt to determine how the superseded data were derived.
 JZ1491
 JZ1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK416219(NAD 83)
 JZ1491_MARKER: DB = BENCH MARK DISK
 JZ1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1491_STAMPING: L 251 1947
 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 = OCTOBER  6, 2006
 JZ1632 ***********************************************************************
 JZ1632  DESIGNATION -  L 252
 JZ1632  PID         -  JZ1632
 JZ1632  STATE/COUNTY-  IN/HENRY
 JZ1632  USGS QUAD   -  DUNREITH (1983)
 JZ1632
 JZ1632                         *CURRENT SURVEY CONTROL
 JZ1632  ___________________________________________________________________
 JZ1632* NAD 83(1986)-  39 47 25.     (N)    085 26 51.     (W)     SCALED    
 JZ1632* NAVD 88     -       308.251  (meters)    1011.32   (feet)  ADJUSTED  
 JZ1632  ___________________________________________________________________
 JZ1632  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JZ1632  DYNAMIC HT  -         308.074 (meters)    1010.74  (feet)  COMP
 JZ1632  MODELED GRAV-     980,044.5   (mgal)                       NAVD 88
 JZ1632
 JZ1632  VERT ORDER  -  SECOND    CLASS 0
 JZ1632
 JZ1632.The horizontal coordinates were scaled from a topographic map and have
 JZ1632.an estimated accuracy of +/- 6 seconds.
 JZ1632
 JZ1632.The orthometric height was determined by differential leveling
 JZ1632.and adjusted by the National Geodetic Survey in June 1991..
 JZ1632
 JZ1632.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1632.See file dsdata.txt to determine how the superseded data were derived.
 JZ1632
 JZ1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK329056(NAD 83)
 JZ1632_MARKER: DB = BENCH MARK DISK
 JZ1632_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1632_SP_SET: ABUTMENT
 JZ1632_STAMPING: L 252 1947
 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 = OCTOBER  6, 2006
 JZ1540 ***********************************************************************
 JZ1540  DESIGNATION -  L 253
 JZ1540  PID         -  JZ1540
 JZ1540  STATE/COUNTY-  IN/HENRY
 JZ1540  USGS QUAD   -  LEWISVILLE (1970)
 JZ1540
 JZ1540                         *CURRENT SURVEY CONTROL
 JZ1540  ___________________________________________________________________
 JZ1540* NAD 83(1986)-  39 51 52.     (N)    085 15 45.     (W)     SCALED    
 JZ1540* NAVD 88     -       336.193  (meters)    1102.99   (feet)  ADJUSTED  
 JZ1540  ___________________________________________________________________
 JZ1540  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JZ1540  DYNAMIC HT  -         335.998 (meters)    1102.35  (feet)  COMP
 JZ1540  MODELED GRAV-     980,038.3   (mgal)                       NAVD 88
 JZ1540
 JZ1540  VERT ORDER  -  SECOND    CLASS 0
 JZ1540
 JZ1540.The horizontal coordinates were scaled from a topographic map and have
 JZ1540.an estimated accuracy of +/- 6 seconds.
 JZ1540
 JZ1540.The orthometric height was determined by differential leveling
 JZ1540.and adjusted by the National Geodetic Survey in June 1991..
 JZ1540
 JZ1540.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1540.See file dsdata.txt to determine how the superseded data were derived.
 JZ1540
 JZ1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK486141(NAD 83)
 JZ1540_MARKER: DB = BENCH MARK DISK
 JZ1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1540_STAMPING: L 253 1947
 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 = OCTOBER  6, 2006
 JZ1534 ***********************************************************************
 JZ1534  DESIGNATION -  L 254
 JZ1534  PID         -  JZ1534
 JZ1534  STATE/COUNTY-  IN/WAYNE
 JZ1534  USGS QUAD   -  JACKSONBURG (1981)
 JZ1534
 JZ1534                         *CURRENT SURVEY CONTROL
 JZ1534  ___________________________________________________________________
 JZ1534* NAD 83(1986)-  39 48 49.     (N)    085 06 27.     (W)     SCALED    
 JZ1534* NAVD 88     -       301.992  (meters)     990.79   (feet)  ADJUSTED  
 JZ1534  ___________________________________________________________________
 JZ1534  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JZ1534  DYNAMIC HT  -         301.818 (meters)     990.21  (feet)  COMP
 JZ1534  MODELED GRAV-     980,041.1   (mgal)                       NAVD 88
 JZ1534
 JZ1534  VERT ORDER  -  SECOND    CLASS 0
 JZ1534
 JZ1534.The horizontal coordinates were scaled from a topographic map and have
 JZ1534.an estimated accuracy of +/- 6 seconds.
 JZ1534
 JZ1534.The orthometric height was determined by differential leveling
 JZ1534.and adjusted by the National Geodetic Survey in June 1991..
 JZ1534
 JZ1534.The geoid height was determined by GEOID03.
 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     -   506,970.      147,880.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1534.See file dsdata.txt to determine how the superseded data were derived.
 JZ1534
 JZ1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK619087(NAD 83)
 JZ1534_MARKER: DB = BENCH MARK DISK
 JZ1534_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1534_SP_SET: CULVERT
 JZ1534_STAMPING: L 254 1947
 JZ1534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1572 ***********************************************************************
 JZ1572  DESIGNATION -  L 255
 JZ1572  PID         -  JZ1572
 JZ1572  STATE/COUNTY-  IN/WAYNE
 JZ1572  USGS QUAD   -  JACKSONBURG (1981)
 JZ1572
 JZ1572                         *CURRENT SURVEY CONTROL
 JZ1572  ___________________________________________________________________
 JZ1572* NAD 83(1986)-  39 46 57.     (N)    085 00 54.     (W)     SCALED    
 JZ1572* NAVD 88     -       306.102  (meters)    1004.27   (feet)  ADJUSTED  
 JZ1572  ___________________________________________________________________
 JZ1572  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JZ1572  DYNAMIC HT  -         305.924 (meters)    1003.69  (feet)  COMP
 JZ1572  MODELED GRAV-     980,034.8   (mgal)                       NAVD 88
 JZ1572
 JZ1572  VERT ORDER  -  SECOND    CLASS 0
 JZ1572
 JZ1572.The horizontal coordinates were scaled from a topographic map and have
 JZ1572.an estimated accuracy of +/- 6 seconds.
 JZ1572
 JZ1572.The orthometric height was determined by differential leveling
 JZ1572.and adjusted by the National Geodetic Survey in June 1991..
 JZ1572
 JZ1572.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1572.See file dsdata.txt to determine how the superseded data were derived.
 JZ1572
 JZ1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK699055(NAD 83)
 JZ1572_MARKER: DB = BENCH MARK DISK
 JZ1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1572_STAMPING: L 255 1947
 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 = OCTOBER  6, 2006
 ME0931 ***********************************************************************
 ME0931  DESIGNATION -  L 256
 ME0931  PID         -  ME0931
 ME0931  STATE/COUNTY-  IN/LAKE
 ME0931  USGS QUAD   -  HIGHLAND (1991)
 ME0931
 ME0931                         *CURRENT SURVEY CONTROL
 ME0931  ___________________________________________________________________
 ME0931* NAD 83(1986)-  41 31 03.     (N)    087 26 14.     (W)     SCALED    
 ME0931* NAVD 88     -       192.665  (meters)     632.10   (feet)  ADJUSTED  
 ME0931  ___________________________________________________________________
 ME0931  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME0931  DYNAMIC HT  -         192.591 (meters)     631.86  (feet)  COMP
 ME0931  MODELED GRAV-     980,233.7   (mgal)                       NAVD 88
 ME0931
 ME0931  VERT ORDER  -  SECOND    CLASS 0
 ME0931
 ME0931.The horizontal coordinates were scaled from a topographic map and have
 ME0931.an estimated accuracy of +/- 6 seconds.
 ME0931
 ME0931.The orthometric height was determined by differential leveling
 ME0931.and adjusted by the National Geodetic Survey in June 1991..
 ME0931
 ME0931.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0931.See file dsdata.txt to determine how the superseded data were derived.
 ME0931
 ME0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL635962(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0931
 ME0931  HISTORY     - Date     Condition        Report By
 ME0931  HISTORY     - 1947     MONUMENTED       CGS
 ME0931  HISTORY     - 1950     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1950
 ME0931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1745 ***********************************************************************
 JZ1745  DESIGNATION -  L 257
 JZ1745  PID         -  JZ1745
 JZ1745  STATE/COUNTY-  IN/RUSH
 JZ1745  USGS QUAD   -  RUSHVILLE (1994)
 JZ1745
 JZ1745                         *CURRENT SURVEY CONTROL
 JZ1745  ___________________________________________________________________
 JZ1745* NAD 83(1986)-  39 31 53.     (N)    085 27 36.     (W)     SCALED    
 JZ1745* NAVD 88     -       302.391  (meters)     992.09   (feet)  ADJUSTED  
 JZ1745  ___________________________________________________________________
 JZ1745  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ1745  DYNAMIC HT  -         302.208 (meters)     991.49  (feet)  COMP
 JZ1745  MODELED GRAV-     980,012.6   (mgal)                       NAVD 88
 JZ1745
 JZ1745  VERT ORDER  -  SECOND    CLASS 0
 JZ1745
 JZ1745.The horizontal coordinates were scaled from a topographic map and have
 JZ1745.an estimated accuracy of +/- 6 seconds.
 JZ1745
 JZ1745.The orthometric height was determined by differential leveling
 JZ1745.and adjusted by the National Geodetic Survey in June 1991..
 JZ1745
 JZ1745.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1745.See file dsdata.txt to determine how the superseded data were derived.
 JZ1745
 JZ1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ323768(NAD 83)
 JZ1745_MARKER: DB = BENCH MARK DISK
 JZ1745_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1745_SP_SET: CULVERT
 JZ1745_STAMPING: L 257 1947
 JZ1745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1945 ***********************************************************************
 JZ1945  DESIGNATION -  L 258
 JZ1945  PID         -  JZ1945
 JZ1945  STATE/COUNTY-  IN/DECATUR
 JZ1945  USGS QUAD   -  CLARKSBURG (1993)
 JZ1945
 JZ1945                         *CURRENT SURVEY CONTROL
 JZ1945  ___________________________________________________________________
 JZ1945* NAD 83(1986)-  39 25 59.     (N)    085 22 02.     (W)     SCALED    
 JZ1945* NAVD 88     -       319.526  (meters)    1048.31   (feet)  ADJUSTED  
 JZ1945  ___________________________________________________________________
 JZ1945  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ1945  DYNAMIC HT  -         319.328 (meters)    1047.66  (feet)  COMP
 JZ1945  MODELED GRAV-     980,001.2   (mgal)                       NAVD 88
 JZ1945
 JZ1945  VERT ORDER  -  SECOND    CLASS 0
 JZ1945
 JZ1945.The horizontal coordinates were scaled from a topographic map and have
 JZ1945.an estimated accuracy of +/- 6 seconds.
 JZ1945
 JZ1945.The orthometric height was determined by differential leveling
 JZ1945.and adjusted by the National Geodetic Survey in June 1991..
 JZ1945
 JZ1945.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1945.See file dsdata.txt to determine how the superseded data were derived.
 JZ1945
 JZ1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ405661(NAD 83)
 JZ1945_MARKER: DB = BENCH MARK DISK
 JZ1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1945_STAMPING: L 258 1947
 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 = OCTOBER  6, 2006
 JZ1979 ***********************************************************************
 JZ1979  DESIGNATION -  L 259
 JZ1979  PID         -  JZ1979
 JZ1979  STATE/COUNTY-  IN/DECATUR
 JZ1979  USGS QUAD   -  NEW POINT (1993)
 JZ1979
 JZ1979                         *CURRENT SURVEY CONTROL
 JZ1979  ___________________________________________________________________
 JZ1979* NAD 83(1986)-  39 21 11.     (N)    085 20 02.     (W)     SCALED    
 JZ1979* NAVD 88     -       288.966  (meters)     948.05   (feet)  ADJUSTED  
 JZ1979  ___________________________________________________________________
 JZ1979  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ1979  DYNAMIC HT  -         288.786 (meters)     947.46  (feet)  COMP
 JZ1979  MODELED GRAV-     979,997.4   (mgal)                       NAVD 88
 JZ1979
 JZ1979  VERT ORDER  -  SECOND    CLASS 0
 JZ1979
 JZ1979.The horizontal coordinates were scaled from a topographic map and have
 JZ1979.an estimated accuracy of +/- 6 seconds.
 JZ1979
 JZ1979.The orthometric height was determined by differential leveling
 JZ1979.and adjusted by the National Geodetic Survey in June 1991..
 JZ1979
 JZ1979.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1979.See file dsdata.txt to determine how the superseded data were derived.
 JZ1979
 JZ1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ435572(NAD 83)
 JZ1979_MARKER: DB = BENCH MARK DISK
 JZ1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1979_STAMPING: L 259 1947
 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 = OCTOBER  6, 2006
 LB0084 ***********************************************************************
 LB0084  DESIGNATION -  L 26
 LB0084  PID         -  LB0084
 LB0084  STATE/COUNTY-  IN/HOWARD
 LB0084  USGS QUAD   -  GALVESTON (1994)
 LB0084
 LB0084                         *CURRENT SURVEY CONTROL
 LB0084  ___________________________________________________________________
 LB0084* NAD 83(1986)-  40 33 37.     (N)    086 10 26.     (W)     SCALED    
 LB0084* NAVD 88     -       248.895  (meters)     816.58   (feet)  ADJUSTED  
 LB0084  ___________________________________________________________________
 LB0084  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 LB0084  DYNAMIC HT  -         248.769 (meters)     816.17  (feet)  COMP
 LB0084  MODELED GRAV-     980,113.0   (mgal)                       NAVD 88
 LB0084
 LB0084  VERT ORDER  -  SECOND    CLASS 0
 LB0084
 LB0084.The horizontal coordinates were scaled from a topographic map and have
 LB0084.an estimated accuracy of +/- 6 seconds.
 LB0084
 LB0084.The orthometric height was determined by differential leveling
 LB0084.and adjusted by the National Geodetic Survey in June 1991..
 LB0084
 LB0084.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0084.See file dsdata.txt to determine how the superseded data were derived.
 LB0084
 LB0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK699902(NAD 83)
 LB0084_MARKER: DB = BENCH MARK DISK
 LB0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0084_STAMPING: L 26 1934
 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   NGS
 LB0084
 LB0084                          STATION DESCRIPTION
 LB0084
 LB0084'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1967 ***********************************************************************
 JZ1967  DESIGNATION -  L 260
 JZ1967  PID         -  JZ1967
 JZ1967  STATE/COUNTY-  IN/FRANKLIN
 JZ1967  USGS QUAD   -  METAMORA (1993)
 JZ1967
 JZ1967                         *CURRENT SURVEY CONTROL
 JZ1967  ___________________________________________________________________
 JZ1967* NAD 83(1986)-  39 22 54.     (N)    085 14 02.     (W)     SCALED    
 JZ1967* NAVD 88     -       255.242  (meters)     837.41   (feet)  ADJUSTED  
 JZ1967  ___________________________________________________________________
 JZ1967  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ1967  DYNAMIC HT  -         255.086 (meters)     836.89  (feet)  COMP
 JZ1967  MODELED GRAV-     980,010.4   (mgal)                       NAVD 88
 JZ1967
 JZ1967  VERT ORDER  -  SECOND    CLASS 0
 JZ1967
 JZ1967.The horizontal coordinates were scaled from a topographic map and have
 JZ1967.an estimated accuracy of +/- 6 seconds.
 JZ1967
 JZ1967.The orthometric height was determined by differential leveling
 JZ1967.and adjusted by the National Geodetic Survey in June 1991..
 JZ1967
 JZ1967.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1967.See file dsdata.txt to determine how the superseded data were derived.
 JZ1967
 JZ1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ521606(NAD 83)
 JZ1967_MARKER: DB = BENCH MARK DISK
 JZ1967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1967_STAMPING: L 260 1947
 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 = OCTOBER  6, 2006
 JZ2004 ***********************************************************************
 JZ2004  DESIGNATION -  L 261
 JZ2004  PID         -  JZ2004
 JZ2004  STATE/COUNTY-  IN/FRANKLIN
 JZ2004  USGS QUAD   -  METAMORA (1993)
 JZ2004
 JZ2004                         *CURRENT SURVEY CONTROL
 JZ2004  ___________________________________________________________________
 JZ2004* NAD 83(1986)-  39 27 18.     (N)    085 11 09.     (W)     SCALED    
 JZ2004* NAVD 88     -       216.143  (meters)     709.13   (feet)  ADJUSTED  
 JZ2004  ___________________________________________________________________
 JZ2004  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ2004  DYNAMIC HT  -         216.011 (meters)     708.70  (feet)  COMP
 JZ2004  MODELED GRAV-     980,010.7   (mgal)                       NAVD 88
 JZ2004
 JZ2004  VERT ORDER  -  SECOND    CLASS 0
 JZ2004
 JZ2004.The horizontal coordinates were scaled from a topographic map and have
 JZ2004.an estimated accuracy of +/- 6 seconds.
 JZ2004
 JZ2004.The orthometric height was determined by differential leveling
 JZ2004.and adjusted by the National Geodetic Survey in June 1991..
 JZ2004
 JZ2004.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2004.See file dsdata.txt to determine how the superseded data were derived.
 JZ2004
 JZ2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ560688(NAD 83)
 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_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 = OCTOBER  6, 2006
 JZ2050 ***********************************************************************
 JZ2050  DESIGNATION -  L 262
 JZ2050  PID         -  JZ2050
 JZ2050  STATE/COUNTY-  IN/FRANKLIN
 JZ2050  USGS QUAD   -  METAMORA (1993)
 JZ2050
 JZ2050                         *CURRENT SURVEY CONTROL
 JZ2050  ___________________________________________________________________
 JZ2050* NAD 83(1986)-  39 26 57.     (N)    085 08 59.     (W)     SCALED    
 JZ2050* NAVD 88     -       208.865  (meters)     685.25   (feet)  ADJUSTED  
 JZ2050  ___________________________________________________________________
 JZ2050  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ2050  DYNAMIC HT  -         208.738 (meters)     684.83  (feet)  COMP
 JZ2050  MODELED GRAV-     980,014.5   (mgal)                       NAVD 88
 JZ2050
 JZ2050  VERT ORDER  -  SECOND    CLASS 0
 JZ2050
 JZ2050.The horizontal coordinates were scaled from a topographic map and have
 JZ2050.an estimated accuracy of +/- 6 seconds.
 JZ2050
 JZ2050.The orthometric height was determined by differential leveling
 JZ2050.and adjusted by the National Geodetic Survey in June 1991..
 JZ2050
 JZ2050.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2050.See file dsdata.txt to determine how the superseded data were derived.
 JZ2050
 JZ2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ592682(NAD 83)
 JZ2050_MARKER: DB = BENCH MARK DISK
 JZ2050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2050_SP_SET: BRIDGE
 JZ2050_STAMPING: L 262 1947
 JZ2050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2050
 JZ2050  HISTORY     - Date     Condition        Report By
 JZ2050  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1784 ***********************************************************************
 JZ1784  DESIGNATION -  L 263
 JZ1784  PID         -  JZ1784
 JZ1784  STATE/COUNTY-  IN/FAYETTE
 JZ1784  USGS QUAD   -  EVERTON (1993)
 JZ1784
 JZ1784                         *CURRENT SURVEY CONTROL
 JZ1784  ___________________________________________________________________
 JZ1784* NAD 83(1986)-  39 36 48.     (N)    085 03 20.     (W)     SCALED    
 JZ1784* NAVD 88     -       315.777  (meters)    1036.01   (feet)  ADJUSTED  
 JZ1784  ___________________________________________________________________
 JZ1784  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JZ1784  DYNAMIC HT  -         315.588 (meters)    1035.39  (feet)  COMP
 JZ1784  MODELED GRAV-     980,020.1   (mgal)                       NAVD 88
 JZ1784
 JZ1784  VERT ORDER  -  SECOND    CLASS 0
 JZ1784
 JZ1784.The horizontal coordinates were scaled from a topographic map and have
 JZ1784.an estimated accuracy of +/- 6 seconds.
 JZ1784
 JZ1784.The orthometric height was determined by differential leveling
 JZ1784.and adjusted by the National Geodetic Survey in June 1991..
 JZ1784
 JZ1784.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1784.See file dsdata.txt to determine how the superseded data were derived.
 JZ1784
 JZ1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ669866(NAD 83)
 JZ1784_MARKER: DB = BENCH MARK DISK
 JZ1784_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1784_SP_SET: BUILDING
 JZ1784_STAMPING: L 263 1947
 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 = OCTOBER  6, 2006
 JZ2011 ***********************************************************************
 JZ2011  DESIGNATION -  L 264
 JZ2011  PID         -  JZ2011
 JZ2011  STATE/COUNTY-  IN/FRANKLIN
 JZ2011  USGS QUAD   -  BATESVILLE (1993)
 JZ2011
 JZ2011                         *CURRENT SURVEY CONTROL
 JZ2011  ___________________________________________________________________
 JZ2011* NAD 83(1986)-  39 20 19.     (N)    085 10 21.     (W)     SCALED    
 JZ2011* NAVD 88     -       272.751  (meters)     894.85   (feet)  ADJUSTED  
 JZ2011  ___________________________________________________________________
 JZ2011  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ2011  DYNAMIC HT  -         272.582 (meters)     894.30  (feet)  COMP
 JZ2011  MODELED GRAV-     979,998.3   (mgal)                       NAVD 88
 JZ2011
 JZ2011  VERT ORDER  -  SECOND    CLASS 0
 JZ2011
 JZ2011.The horizontal coordinates were scaled from a topographic map and have
 JZ2011.an estimated accuracy of +/- 6 seconds.
 JZ2011
 JZ2011.The orthometric height was determined by differential leveling
 JZ2011.and adjusted by the National Geodetic Survey in June 1991..
 JZ2011
 JZ2011.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2011.See file dsdata.txt to determine how the superseded data were derived.
 JZ2011
 JZ2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ574559(NAD 83)
 JZ2011_MARKER: DB = BENCH MARK DISK
 JZ2011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2011_STAMPING: L 264 1947
 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 = OCTOBER  6, 2006
 JZ2063 ***********************************************************************
 JZ2063  DESIGNATION -  L 265
 JZ2063  PID         -  JZ2063
 JZ2063  STATE/COUNTY-  IN/FRANKLIN
 JZ2063  USGS QUAD   -  BROOKVILLE (1993)
 JZ2063
 JZ2063                         *CURRENT SURVEY CONTROL
 JZ2063  ___________________________________________________________________
 JZ2063* NAD 83(1986)-  39 25 06.     (N)    085 00 15.     (W)     SCALED    
 JZ2063* NAVD 88     -       194.566  (meters)     638.34   (feet)  ADJUSTED  
 JZ2063  ___________________________________________________________________
 JZ2063  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JZ2063  DYNAMIC HT  -         194.449 (meters)     637.95  (feet)  COMP
 JZ2063  MODELED GRAV-     980,020.3   (mgal)                       NAVD 88
 JZ2063
 JZ2063  VERT ORDER  -  SECOND    CLASS 0
 JZ2063
 JZ2063.The horizontal coordinates were scaled from a topographic map and have
 JZ2063.an estimated accuracy of +/- 6 seconds.
 JZ2063
 JZ2063.The orthometric height was determined by differential leveling
 JZ2063.and adjusted by the National Geodetic Survey in June 1991..
 JZ2063
 JZ2063.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2063.See file dsdata.txt to determine how the superseded data were derived.
 JZ2063
 JZ2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ718651(NAD 83)
 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_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 = OCTOBER  6, 2006
 JZ2140 ***********************************************************************
 JZ2140  DESIGNATION -  L 266
 JZ2140  PID         -  JZ2140
 JZ2140  STATE/COUNTY-  IN/SHELBY
 JZ2140  USGS QUAD   -  WALDRON (1994)
 JZ2140
 JZ2140                         *CURRENT SURVEY CONTROL
 JZ2140  ___________________________________________________________________
 JZ2140* NAD 83(1986)-  39 26 25.     (N)    085 38 51.     (W)     SCALED    
 JZ2140* NAVD 88     -       259.941  (meters)     852.82   (feet)  ADJUSTED  
 JZ2140  ___________________________________________________________________
 JZ2140  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ2140  DYNAMIC HT  -         259.783 (meters)     852.30  (feet)  COMP
 JZ2140  MODELED GRAV-     980,014.9   (mgal)                       NAVD 88
 JZ2140
 JZ2140  VERT ORDER  -  FIRST     CLASS II
 JZ2140
 JZ2140.The horizontal coordinates were scaled from a topographic map and have
 JZ2140.an estimated accuracy of +/- 6 seconds.
 JZ2140
 JZ2140.The orthometric height was determined by differential leveling
 JZ2140.and adjusted by the National Geodetic Survey in June 1991..
 JZ2140
 JZ2140.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2140.See file dsdata.txt to determine how the superseded data were derived.
 JZ2140
 JZ2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ163665(NAD 83)
 JZ2140_MARKER: DB = BENCH MARK DISK
 JZ2140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2140_STAMPING: L 266 1947
 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 = OCTOBER  6, 2006
 JZ2259 ***********************************************************************
 JZ2259  DESIGNATION -  L 267 RESET 1968
 JZ2259  PID         -  JZ2259
 JZ2259  STATE/COUNTY-  IN/SHELBY
 JZ2259  USGS QUAD   -  LEWIS CREEK (1993)
 JZ2259
 JZ2259                         *CURRENT SURVEY CONTROL
 JZ2259  ___________________________________________________________________
 JZ2259* NAD 83(1986)-  39 22 46.     (N)    085 45 37.     (W)     SCALED    
 JZ2259* NAVD 88     -       233.12   (meters)     764.8    (feet)  RESET     
 JZ2259  ___________________________________________________________________
 JZ2259  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ2259
 JZ2259  VERT ORDER  -  THIRD
 JZ2259
 JZ2259.The horizontal coordinates were scaled from a topographic map and have
 JZ2259.an estimated accuracy of +/- 6 seconds.
 JZ2259
 JZ2259.The orthometric height was computed from unverified reset data.
 JZ2259
 JZ2259.The geoid height was determined by GEOID03.
 JZ2259
 JZ2259;                    North         East    Units  Estimated Accuracy
 JZ2259;SPC IN E     -   458,630.       91,940.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2259.See file dsdata.txt to determine how the superseded data were derived.
 JZ2259
 JZ2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ067596(NAD 83)
 JZ2259_MARKER: DB = BENCH MARK DISK
 JZ2259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2259_STAMPING: L 267 RESET 1968
 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             NGS
 JZ2259
 JZ2259                          STATION DESCRIPTION
 JZ2259
 JZ2259'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2224 ***********************************************************************
 JZ2224  DESIGNATION -  L 268
 JZ2224  PID         -  JZ2224
 JZ2224  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2224  USGS QUAD   -  ELIZABETHTOWN (1993)
 JZ2224
 JZ2224                         *CURRENT SURVEY CONTROL
 JZ2224  ___________________________________________________________________
 JZ2224* NAD 83(1986)-  39 13 25.     (N)    085 51 26.     (W)     SCALED    
 JZ2224* NAVD 88     -       194.528  (meters)     638.21   (feet)  ADJUSTED  
 JZ2224  ___________________________________________________________________
 JZ2224  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JZ2224  DYNAMIC HT  -         194.408 (meters)     637.82  (feet)  COMP
 JZ2224  MODELED GRAV-     980,008.7   (mgal)                       NAVD 88
 JZ2224
 JZ2224  VERT ORDER  -  SECOND    CLASS 0
 JZ2224
 JZ2224.The horizontal coordinates were scaled from a topographic map and have
 JZ2224.an estimated accuracy of +/- 6 seconds.
 JZ2224
 JZ2224.The orthometric height was determined by differential leveling
 JZ2224.and adjusted by the National Geodetic Survey in June 1991..
 JZ2224
 JZ2224.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2224.See file dsdata.txt to determine how the superseded data were derived.
 JZ2224
 JZ2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ986422(NAD 83)
 JZ2224_MARKER: DB = BENCH MARK DISK
 JZ2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2224_STAMPING: L 268 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2332 ***********************************************************************
 JZ2332  DESIGNATION -  L 269
 JZ2332  PID         -  JZ2332
 JZ2332  STATE/COUNTY-  IN/SHELBY
 JZ2332  USGS QUAD   -  SHELBYVILLE (1994)
 JZ2332
 JZ2332                         *CURRENT SURVEY CONTROL
 JZ2332  ___________________________________________________________________
 JZ2332* NAD 83(1986)-  39 30 43.     (N)    085 45 42.     (W)     SCALED    
 JZ2332* NAVD 88     -       241.138  (meters)     791.13   (feet)  ADJUSTED  
 JZ2332  ___________________________________________________________________
 JZ2332  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JZ2332  DYNAMIC HT  -         240.996 (meters)     790.67  (feet)  COMP
 JZ2332  MODELED GRAV-     980,030.6   (mgal)                       NAVD 88
 JZ2332
 JZ2332  VERT ORDER  -  FIRST     CLASS II
 JZ2332
 JZ2332.The horizontal coordinates were scaled from a topographic map and have
 JZ2332.an estimated accuracy of +/- 6 seconds.
 JZ2332
 JZ2332.The orthometric height was determined by differential leveling
 JZ2332.and adjusted by the National Geodetic Survey in June 1991..
 JZ2332
 JZ2332.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2332.See file dsdata.txt to determine how the superseded data were derived.
 JZ2332
 JZ2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ064743(NAD 83)
 JZ2332_MARKER: DB = BENCH MARK DISK
 JZ2332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2332_SP_SET: BUILDING
 JZ2332_STAMPING: L 269 1947
 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 = OCTOBER  6, 2006
 LB0441 ***********************************************************************
 LB0441  DESIGNATION -  L 27
 LB0441  PID         -  LB0441
 LB0441  STATE/COUNTY-  IN/CLINTON
 LB0441  USGS QUAD   -  HILLISBURG (1977)
 LB0441
 LB0441                         *CURRENT SURVEY CONTROL
 LB0441  ___________________________________________________________________
 LB0441* NAD 83(1986)-  40 20 53.     (N)    086 22 03.     (W)     SCALED    
 LB0441* NAVD 88     -       264.805  (meters)     868.78   (feet)  ADJUSTED  
 LB0441  ___________________________________________________________________
 LB0441  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 LB0441  DYNAMIC HT  -         264.664 (meters)     868.32  (feet)  COMP
 LB0441  MODELED GRAV-     980,088.2   (mgal)                       NAVD 88
 LB0441
 LB0441  VERT ORDER  -  SECOND    CLASS 0
 LB0441
 LB0441.The horizontal coordinates were scaled from a topographic map and have
 LB0441.an estimated accuracy of +/- 6 seconds.
 LB0441
 LB0441.The orthometric height was determined by differential leveling
 LB0441.and adjusted by the National Geodetic Survey in June 1991..
 LB0441
 LB0441.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0441.See file dsdata.txt to determine how the superseded data were derived.
 LB0441
 LB0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK537665(NAD 83)
 LB0441_MARKER: DB = BENCH MARK DISK
 LB0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0441_STAMPING: L 27 1934
 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             NGS
 LB0441
 LB0441                          STATION DESCRIPTION
 LB0441
 LB0441'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2161 ***********************************************************************
 JZ2161  DESIGNATION -  L 270
 JZ2161  PID         -  JZ2161
 JZ2161  STATE/COUNTY-  IN/JENNINGS
 JZ2161  USGS QUAD   -  NORTH VERNON (1993)
 JZ2161
 JZ2161                         *CURRENT SURVEY CONTROL
 JZ2161  ___________________________________________________________________
 JZ2161* NAD 83(1986)-  39 06 56.     (N)    085 43 27.     (W)     SCALED    
 JZ2161* NAVD 88     -       211.303  (meters)     693.25   (feet)  ADJUSTED  
 JZ2161  ___________________________________________________________________
 JZ2161  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ2161  DYNAMIC HT  -         211.171 (meters)     692.82  (feet)  COMP
 JZ2161  MODELED GRAV-     979,997.4   (mgal)                       NAVD 88
 JZ2161
 JZ2161  VERT ORDER  -  SECOND    CLASS 0
 JZ2161
 JZ2161.The horizontal coordinates were scaled from a topographic map and have
 JZ2161.an estimated accuracy of +/- 6 seconds.
 JZ2161
 JZ2161.The orthometric height was determined by differential leveling
 JZ2161.and adjusted by the National Geodetic Survey in June 1991..
 JZ2161
 JZ2161.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2161.See file dsdata.txt to determine how the superseded data were derived.
 JZ2161
 JZ2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ102303(NAD 83)
 JZ2161_MARKER: DB = BENCH MARK DISK
 JZ2161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2161_STAMPING: L 270 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2200 ***********************************************************************
 JZ2200  DESIGNATION -  L 271
 JZ2200  PID         -  JZ2200
 JZ2200  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2200  USGS QUAD   -  ELIZABETHTOWN (1993)
 JZ2200
 JZ2200                         *CURRENT SURVEY CONTROL
 JZ2200  ___________________________________________________________________
 JZ2200* NAD 83(1986)-  39 07 45.     (N)    085 50 11.     (W)     SCALED    
 JZ2200* NAVD 88     -       195.248  (meters)     640.58   (feet)  ADJUSTED  
 JZ2200  ___________________________________________________________________
 JZ2200  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JZ2200  DYNAMIC HT  -         195.127 (meters)     640.18  (feet)  COMP
 JZ2200  MODELED GRAV-     980,004.3   (mgal)                       NAVD 88
 JZ2200
 JZ2200  VERT ORDER  -  SECOND    CLASS 0
 JZ2200
 JZ2200.The horizontal coordinates were scaled from a topographic map and have
 JZ2200.an estimated accuracy of +/- 6 seconds.
 JZ2200
 JZ2200.The orthometric height was determined by differential leveling
 JZ2200.and adjusted by the National Geodetic Survey in June 1991..
 JZ2200
 JZ2200.The geoid height was determined by GEOID03.
 JZ2200
 JZ2200.The dynamic height is computed by dividing the NAVD 88
 JZ2200.geopotential number by the normal gravity value computed on the
 JZ2200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2200.degrees latitude (g = 980.6199 gals.).
 JZ2200
 JZ2200.The modeled gravity was interpolated from observed gravity values.
 JZ2200
 JZ2200;                    North         East    Units  Estimated Accuracy
 JZ2200;SPC IN E     -   430,850.       85,330.      MT  (+/- 180 meters Scaled)
 JZ2200
 JZ2200                          SUPERSEDED SURVEY CONTROL
 JZ2200
 JZ2200  NGVD 29 (??/??/92)  195.370  (m)          640.98   (f) ADJ UNCH    2 0
 JZ2200
 JZ2200.Superseded values are not recommended for survey control.
 JZ2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2200.See file dsdata.txt to determine how the superseded data were derived.
 JZ2200
 JZ2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ005317(NAD 83)
 JZ2200_MARKER: DB = BENCH MARK DISK
 JZ2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2200_STAMPING: L 271 1947
 JZ2200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2200+STABILITY: SURFACE MOTION
 JZ2200
 JZ2200  HISTORY     - Date     Condition        Report By
 JZ2200  HISTORY     - 1947     MONUMENTED       CGS
 JZ2200
 JZ2200                          STATION DESCRIPTION
 JZ2200
 JZ2200'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2200'1.6 MI SW FROM ELIZABETHTOWN.
 JZ2200'ABOUT 1.35 MILES WEST ALONG A COUNTY ROAD FROM THE POST OFFICE
 JZ2200'AT ELIZABETHTOWN, THENCE ABOUT 0.25 MILE SOUTH ALONG U.S.
 JZ2200'HIGHWAY 31, ABOUT 0.25 MILE SOUTH OF SPRINGER CEMETERY, AT THE
 JZ2200'JUNCTION OF A GRAVEL ROAD LEADING WEST, 19.5 FEET NORTH OF THE
 JZ2200'CENTER LINE OF THE GRAVEL ROAD, 70 FEET WEST OF THE CENTER LINE
 JZ2200'OF THE HIGHWAY, 20.5 FEET WEST OF THE WEST END OF THE CONCRETE
 JZ2200'HEAD WALL OF A 14-INCH PIPE CULVERT UNDER THE SIDE ROAD, 6.0
 JZ2200'FEET NORTHEAST OF A FENCE CORNER, 1.5 FEET SOUTHEAST OF THE
 JZ2200'FENCE LINE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 JZ2200'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JZ2200'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1831 ***********************************************************************
 JZ1831  DESIGNATION -  L 272
 JZ1831  PID         -  JZ1831
 JZ1831  STATE/COUNTY-  IN/FRANKLIN
 JZ1831  USGS QUAD   -  NEW POINT (1993)
 JZ1831
 JZ1831                         *CURRENT SURVEY CONTROL
 JZ1831  ___________________________________________________________________
 JZ1831* NAD 83(1986)-  39 18 22.     (N)    085 16 38.     (W)     SCALED    
 JZ1831* NAVD 88     -       299.460  (meters)     982.48   (feet)  ADJUSTED  
 JZ1831  ___________________________________________________________________
 JZ1831  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ1831  DYNAMIC HT  -         299.273 (meters)     981.86  (feet)  COMP
 JZ1831  MODELED GRAV-     979,995.1   (mgal)                       NAVD 88
 JZ1831
 JZ1831  VERT ORDER  -  FIRST     CLASS II
 JZ1831
 JZ1831.The horizontal coordinates were scaled from a topographic map and have
 JZ1831.an estimated accuracy of +/- 6 seconds.
 JZ1831
 JZ1831.The orthometric height was determined by differential leveling
 JZ1831.and adjusted by the National Geodetic Survey in June 1991..
 JZ1831
 JZ1831.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1831.See file dsdata.txt to determine how the superseded data were derived.
 JZ1831
 JZ1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ485521(NAD 83)
 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 = OCTOBER  6, 2006
 JZ0534 ***********************************************************************
 JZ0534  DESIGNATION -  L 273
 JZ0534  PID         -  JZ0534
 JZ0534  STATE/COUNTY-  IN/DEARBORN
 JZ0534  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ0534
 JZ0534                         *CURRENT SURVEY CONTROL
 JZ0534  ___________________________________________________________________
 JZ0534* NAD 83(1986)-  39 06 29.     (N)    084 51 02.     (W)     SCALED    
 JZ0534* NAVD 88     -       142.915  (meters)     468.88   (feet)  ADJUSTED  
 JZ0534  ___________________________________________________________________
 JZ0534  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JZ0534  DYNAMIC HT  -         142.826 (meters)     468.59  (feet)  COMP
 JZ0534  MODELED GRAV-     980,004.1   (mgal)                       NAVD 88
 JZ0534
 JZ0534  VERT ORDER  -  FIRST     CLASS II
 JZ0534
 JZ0534.The horizontal coordinates were scaled from a topographic map and have
 JZ0534.an estimated accuracy of +/- 6 seconds.
 JZ0534
 JZ0534.The orthometric height was determined by differential leveling
 JZ0534.and adjusted by the National Geodetic Survey in June 1991..
 JZ0534
 JZ0534.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0534.See file dsdata.txt to determine how the superseded data were derived.
 JZ0534
 JZ0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ858309(NAD 83)
 JZ0534_MARKER: DB = BENCH MARK DISK
 JZ0534_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0534_SP_SET: CULVERT
 JZ0534_STAMPING: L 273 1947
 JZ0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ0933 ***********************************************************************
 JZ0933  DESIGNATION -  L 274
 JZ0933  PID         -  JZ0933
 JZ0933  STATE/COUNTY-  IN/FRANKLIN
 JZ0933  USGS QUAD   -  HARRISON (1996)
 JZ0933
 JZ0933                         *CURRENT SURVEY CONTROL
 JZ0933  ___________________________________________________________________
 JZ0933* NAD 83(1986)-  39 19 40.     (N)    084 50 20.     (W)     SCALED    
 JZ0933* NAVD 88     -       265.533  (meters)     871.17   (feet)  ADJUSTED  
 JZ0933  ___________________________________________________________________
 JZ0933  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 JZ0933  DYNAMIC HT  -         265.377 (meters)     870.66  (feet)  COMP
 JZ0933  MODELED GRAV-     980,031.6   (mgal)                       NAVD 88
 JZ0933
 JZ0933  VERT ORDER  -  SECOND    CLASS 0
 JZ0933
 JZ0933.The horizontal coordinates were scaled from a topographic map and have
 JZ0933.an estimated accuracy of +/- 6 seconds.
 JZ0933
 JZ0933.The orthometric height was determined by differential leveling
 JZ0933.and adjusted by the National Geodetic Survey in June 1991..
 JZ0933
 JZ0933.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0933.See file dsdata.txt to determine how the superseded data were derived.
 JZ0933
 JZ0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ862553(NAD 83)
 JZ0933_MARKER: DB = BENCH MARK DISK
 JZ0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0933_STAMPING: L 274 1947
 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 = OCTOBER  6, 2006
 HB0091 ***********************************************************************
 HB0091  DESIGNATION -  L 275
 HB0091  PID         -  HB0091
 HB0091  STATE/COUNTY-  IN/POSEY
 HB0091  USGS QUAD   -  EMMA (1978)
 HB0091
 HB0091                         *CURRENT SURVEY CONTROL
 HB0091  ___________________________________________________________________
 HB0091* NAD 83(1986)-  37 53 44.     (N)    088 00 06.     (W)     SCALED    
 HB0091* NAVD 88     -       109.578  (meters)     359.51   (feet)  ADJUSTED  
 HB0091  ___________________________________________________________________
 HB0091  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 HB0091  DYNAMIC HT  -         109.503 (meters)     359.26  (feet)  COMP
 HB0091  MODELED GRAV-     979,946.5   (mgal)                       NAVD 88
 HB0091
 HB0091  VERT ORDER  -  FIRST     CLASS II
 HB0091
 HB0091.The horizontal coordinates were scaled from a topographic map and have
 HB0091.an estimated accuracy of +/- 6 seconds.
 HB0091
 HB0091.The orthometric height was determined by differential leveling
 HB0091.and adjusted by the National Geodetic Survey in June 1991..
 HB0091
 HB0091.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HB0091
 HB0091  NGVD 29 (??/??/??)  109.686  (m)          359.86   (f) ADJUSTED    1 2
 HB0091
 HB0091.Superseded values are not recommended for survey control.
 HB0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0091.See file dsdata.txt to determine how the superseded data were derived.
 HB0091
 HB0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG119947(NAD 83)
 HB0091_MARKER: DB = BENCH MARK DISK
 HB0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0091_STAMPING: L 275 1954
 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 = OCTOBER  6, 2006
 JZ1602 ***********************************************************************
 JZ1602  DESIGNATION -  L 276
 JZ1602  PID         -  JZ1602
 JZ1602  STATE/COUNTY-  IN/WAYNE
 JZ1602  USGS QUAD   -  CONNERSVILLE (1972)
 JZ1602
 JZ1602                         *CURRENT SURVEY CONTROL
 JZ1602  ___________________________________________________________________
 JZ1602* NAD 83(1986)-  39 43 21.     (N)    085 10 31.     (W)     SCALED    
 JZ1602* NAVD 88     -       302.141  (meters)     991.27   (feet)  ADJUSTED  
 JZ1602  ___________________________________________________________________
 JZ1602  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JZ1602  DYNAMIC HT  -         301.965 (meters)     990.70  (feet)  COMP
 JZ1602  MODELED GRAV-     980,035.2   (mgal)                       NAVD 88
 JZ1602
 JZ1602  VERT ORDER  -  SECOND    CLASS 0
 JZ1602
 JZ1602.The horizontal coordinates were scaled from a topographic map and have
 JZ1602.an estimated accuracy of +/- 6 seconds.
 JZ1602
 JZ1602.The orthometric height was determined by differential leveling
 JZ1602.and adjusted by the National Geodetic Survey in June 1991..
 JZ1602
 JZ1602.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1602.See file dsdata.txt to determine how the superseded data were derived.
 JZ1602
 JZ1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ563985(NAD 83)
 JZ1602_MARKER: DB = BENCH MARK DISK
 JZ1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1602_STAMPING: L 276 1947
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1968
 JZ1602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1292 ***********************************************************************
 JZ1292  DESIGNATION -  L 277
 JZ1292  PID         -  JZ1292
 JZ1292  STATE/COUNTY-  IN/WAYNE
 JZ1292  USGS QUAD   -  FAIRHAVEN (1960)
 JZ1292
 JZ1292                         *CURRENT SURVEY CONTROL
 JZ1292  ___________________________________________________________________
 JZ1292* NAD 83(1986)-  39 44 28.     (N)    084 51 37.     (W)     SCALED    
 JZ1292* NAVD 88     -       338.036  (meters)    1109.04   (feet)  ADJUSTED  
 JZ1292  ___________________________________________________________________
 JZ1292  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JZ1292  DYNAMIC HT  -         337.836 (meters)    1108.38  (feet)  COMP
 JZ1292  MODELED GRAV-     980,027.9   (mgal)                       NAVD 88
 JZ1292
 JZ1292  VERT ORDER  -  SECOND    CLASS 0
 JZ1292
 JZ1292.The horizontal coordinates were scaled from a topographic map and have
 JZ1292.an estimated accuracy of +/- 6 seconds.
 JZ1292
 JZ1292.The orthometric height was determined by differential leveling
 JZ1292.and adjusted by the National Geodetic Survey in June 1991..
 JZ1292
 JZ1292.The geoid height was determined by GEOID03.
 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     -   499,090.      169,120.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1292.See file dsdata.txt to determine how the superseded data were derived.
 JZ1292
 JZ1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK833012(NAD 83)
 JZ1292_MARKER: DB = BENCH MARK DISK
 JZ1292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1292_SP_SET: CULVERT
 JZ1292_STAMPING: L 277 1947
 JZ1292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1292+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2003
 JZ1292
 JZ1292  HISTORY     - Date     Condition        Report By
 JZ1292  HISTORY     - 1947     MONUMENTED       CGS
 JZ1292  HISTORY     - 20030506 GOOD             GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1313 ***********************************************************************
 HZ1313  DESIGNATION -  L 278
 HZ1313  PID         -  HZ1313
 HZ1313  STATE/COUNTY-  IN/CLARK
 HZ1313  USGS QUAD   -  SPEED (1994)
 HZ1313
 HZ1313                         *CURRENT SURVEY CONTROL
 HZ1313  ___________________________________________________________________
 HZ1313* NAD 83(1986)-  38 26 52.     (N)    085 50 28.     (W)     SCALED    
 HZ1313* NAVD 88     -       149.187  (meters)     489.46   (feet)  ADJUSTED  
 HZ1313  ___________________________________________________________________
 HZ1313  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HZ1313  DYNAMIC HT  -         149.087 (meters)     489.13  (feet)  COMP
 HZ1313  MODELED GRAV-     979,953.5   (mgal)                       NAVD 88
 HZ1313
 HZ1313  VERT ORDER  -  FIRST     CLASS II
 HZ1313
 HZ1313.The horizontal coordinates were scaled from a topographic map and have
 HZ1313.an estimated accuracy of +/- 6 seconds.
 HZ1313
 HZ1313.The orthometric height was determined by differential leveling
 HZ1313.and adjusted by the National Geodetic Survey in June 1991..
 HZ1313
 HZ1313.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1313.See file dsdata.txt to determine how the superseded data were derived.
 HZ1313
 HZ1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH011561(NAD 83)
 HZ1313_MARKER: DB = BENCH MARK DISK
 HZ1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1313_STAMPING: L 278 1949
 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 = OCTOBER  6, 2006
 JA0191 ***********************************************************************
 JA0191  DESIGNATION -  L 279
 JA0191  PID         -  JA0191
 JA0191  STATE/COUNTY-  IN/WASHINGTON
 JA0191  USGS QUAD   -  SMEDLEY (1994)
 JA0191
 JA0191                         *CURRENT SURVEY CONTROL
 JA0191  ___________________________________________________________________
 JA0191* NAD 83(1986)-  38 37 58.     (N)    086 12 56.     (W)     SCALED    
 JA0191* NAVD 88     -       267.665  (meters)     878.16   (feet)  ADJUSTED  
 JA0191  ___________________________________________________________________
 JA0191  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JA0191  DYNAMIC HT  -         267.488 (meters)     877.58  (feet)  COMP
 JA0191  MODELED GRAV-     979,957.7   (mgal)                       NAVD 88
 JA0191
 JA0191  VERT ORDER  -  FIRST     CLASS II
 JA0191
 JA0191.The horizontal coordinates were scaled from a topographic map and have
 JA0191.an estimated accuracy of +/- 6 seconds.
 JA0191
 JA0191.The orthometric height was determined by differential leveling
 JA0191.and adjusted by the National Geodetic Survey in June 1991..
 JA0191
 JA0191.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0191.See file dsdata.txt to determine how the superseded data were derived.
 JA0191
 JA0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH682763(NAD 83)
 JA0191_MARKER: DB = BENCH MARK DISK
 JA0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0191_STAMPING: L 279 1949
 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 = OCTOBER  6, 2006
 LB1095 ***********************************************************************
 LB1095  DESIGNATION -  L 28
 LB1095  PID         -  LB1095
 LB1095  STATE/COUNTY-  IN/WHITE
 LB1095  USGS QUAD   -  IDAVILLE (1977)
 LB1095
 LB1095                         *CURRENT SURVEY CONTROL
 LB1095  ___________________________________________________________________
 LB1095* NAD 83(1986)-  40 45 32.     (N)    086 37 46.     (W)     SCALED    
 LB1095* NAVD 88     -       215.498  (meters)     707.01   (feet)  ADJUSTED  
 LB1095  ___________________________________________________________________
 LB1095  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 LB1095  DYNAMIC HT  -         215.399 (meters)     706.69  (feet)  COMP
 LB1095  MODELED GRAV-     980,159.6   (mgal)                       NAVD 88
 LB1095
 LB1095  VERT ORDER  -  SECOND    CLASS 0
 LB1095
 LB1095.The horizontal coordinates were scaled from a topographic map and have
 LB1095.an estimated accuracy of +/- 6 seconds.
 LB1095
 LB1095.The orthometric height was determined by differential leveling
 LB1095.and adjusted by the National Geodetic Survey in June 1991..
 LB1095
 LB1095.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1095.See file dsdata.txt to determine how the superseded data were derived.
 LB1095
 LB1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL312120(NAD 83)
 LB1095_MARKER: DB = BENCH MARK DISK
 LB1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1095_STAMPING: L 28 1934
 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 = OCTOBER  6, 2006
 KA0399 ***********************************************************************
 KA0399  DESIGNATION -  L 280
 KA0399  PID         -  KA0399
 KA0399  STATE/COUNTY-  IN/GREENE
 KA0399  USGS QUAD   -  STANFORD (1990)
 KA0399
 KA0399                         *CURRENT SURVEY CONTROL
 KA0399  ___________________________________________________________________
 KA0399* NAD 83(1986)-  39 01 44.     (N)    086 44 44.     (W)     SCALED    
 KA0399* NAVD 88     -       240.749  (meters)     789.86   (feet)  ADJUSTED  
 KA0399  ___________________________________________________________________
 KA0399  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KA0399  DYNAMIC HT  -         240.599 (meters)     789.37  (feet)  COMP
 KA0399  MODELED GRAV-     979,996.5   (mgal)                       NAVD 88
 KA0399
 KA0399  VERT ORDER  -  FIRST     CLASS II
 KA0399
 KA0399.The horizontal coordinates were scaled from a topographic map and have
 KA0399.an estimated accuracy of +/- 6 seconds.
 KA0399
 KA0399.The orthometric height was determined by differential leveling
 KA0399.and adjusted by the National Geodetic Survey in June 1991..
 KA0399
 KA0399.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0399.See file dsdata.txt to determine how the superseded data were derived.
 KA0399
 KA0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ220200(NAD 83)
 KA0399_MARKER: DB = BENCH MARK DISK
 KA0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0399_STAMPING: L 280 1949
 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 = OCTOBER  6, 2006
 JA0780 ***********************************************************************
 JA0780  DESIGNATION -  L 281
 JA0780  PID         -  JA0780
 JA0780  STATE/COUNTY-  IN/LAWRENCE
 JA0780  USGS QUAD   -  BEDFORD WEST (1993)
 JA0780
 JA0780                         *CURRENT SURVEY CONTROL
 JA0780  ___________________________________________________________________
 JA0780* NAD 83(1986)-  38 50 11.     (N)    086 30 08.     (W)     SCALED    
 JA0780* NAVD 88     -       193.686  (meters)     635.45   (feet)  ADJUSTED  
 JA0780  ___________________________________________________________________
 JA0780  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JA0780  DYNAMIC HT  -         193.565 (meters)     635.05  (feet)  COMP
 JA0780  MODELED GRAV-     979,998.2   (mgal)                       NAVD 88
 JA0780
 JA0780  VERT ORDER  -  FIRST     CLASS II
 JA0780
 JA0780.The horizontal coordinates were scaled from a topographic map and have
 JA0780.an estimated accuracy of +/- 6 seconds.
 JA0780
 JA0780.The orthometric height was determined by differential leveling
 JA0780.and adjusted by the National Geodetic Survey in June 1991..
 JA0780
 JA0780.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0780.See file dsdata.txt to determine how the superseded data were derived.
 JA0780
 JA0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH432987(NAD 83)
 JA0780_MARKER: DB = BENCH MARK DISK
 JA0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0780_STAMPING: L 281 1949
 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 = OCTOBER  6, 2006
 JA0797 ***********************************************************************
 JA0797  DESIGNATION -  L 282
 JA0797  PID         -  JA0797
 JA0797  STATE/COUNTY-  IN/LAWRENCE
 JA0797  USGS QUAD   -  OWENSBURG (1978)
 JA0797
 JA0797                         *CURRENT SURVEY CONTROL
 JA0797  ___________________________________________________________________
 JA0797* NAD 83(1986)-  38 54 41.     (N)    086 40 17.     (W)     SCALED    
 JA0797* NAVD 88     -       183.663  (meters)     602.57   (feet)  ADJUSTED  
 JA0797  ___________________________________________________________________
 JA0797  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JA0797  DYNAMIC HT  -         183.548 (meters)     602.19  (feet)  COMP
 JA0797  MODELED GRAV-     979,998.0   (mgal)                       NAVD 88
 JA0797
 JA0797  VERT ORDER  -  FIRST     CLASS II
 JA0797
 JA0797.The horizontal coordinates were scaled from a topographic map and have
 JA0797.an estimated accuracy of +/- 6 seconds.
 JA0797
 JA0797.The orthometric height was determined by differential leveling
 JA0797.and adjusted by the National Geodetic Survey in June 1991..
 JA0797
 JA0797.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0797.See file dsdata.txt to determine how the superseded data were derived.
 JA0797
 JA0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ284069(NAD 83)
 JA0797_MARKER: DB = BENCH MARK DISK
 JA0797_SETTING: 66 = SET IN ROCK OUTCROP
 JA0797_SP_SET: ROCK OUTCROP
 JA0797_STAMPING: L 282 1949
 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 = OCTOBER  6, 2006
 HB0107 ***********************************************************************
 HB0107  DESIGNATION -  L 283
 HB0107  PID         -  HB0107
 HB0107  STATE/COUNTY-  IN/POSEY
 HB0107  USGS QUAD   -  WABASH ISLAND (1981)
 HB0107
 HB0107                         *CURRENT SURVEY CONTROL
 HB0107  ___________________________________________________________________
 HB0107* NAD 83(1986)-  37 50 12.     (N)    088 00 11.     (W)     SCALED    
 HB0107* NAVD 88     -       110.566  (meters)     362.75   (feet)  ADJUSTED  
 HB0107  ___________________________________________________________________
 HB0107  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 HB0107  DYNAMIC HT  -         110.490 (meters)     362.50  (feet)  COMP
 HB0107  MODELED GRAV-     979,941.4   (mgal)                       NAVD 88
 HB0107
 HB0107  VERT ORDER  -  FIRST     CLASS II
 HB0107
 HB0107.The horizontal coordinates were scaled from a topographic map and have
 HB0107.an estimated accuracy of +/- 6 seconds.
 HB0107
 HB0107.The orthometric height was determined by differential leveling
 HB0107.and adjusted by the National Geodetic Survey in June 1991..
 HB0107
 HB0107.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HB0107
 HB0107  NGVD 29 (??/??/??)  110.670  (m)          363.09   (f) ADJUSTED    1 2
 HB0107
 HB0107.Superseded values are not recommended for survey control.
 HB0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0107.See file dsdata.txt to determine how the superseded data were derived.
 HB0107
 HB0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG117881(NAD 83)
 HB0107_MARKER: DB = BENCH MARK DISK
 HB0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0107_STAMPING: L 283 1954
 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 = OCTOBER  6, 2006
 JA1203 ***********************************************************************
 JA1203  DESIGNATION -  L 284
 JA1203  PID         -  JA1203
 JA1203  STATE/COUNTY-  IN/POSEY
 JA1203  USGS QUAD   -  NEW HARMONY (1980)
 JA1203
 JA1203                         *CURRENT SURVEY CONTROL
 JA1203  ___________________________________________________________________
 JA1203* NAD 83(1986)-  38 12 21.     (N)    087 57 55.     (W)     SCALED    
 JA1203* NAVD 88     -       114.549  (meters)     375.82   (feet)  ADJUSTED  
 JA1203  ___________________________________________________________________
 JA1203  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 JA1203  DYNAMIC HT  -         114.474 (meters)     375.57  (feet)  COMP
 JA1203  MODELED GRAV-     979,967.3   (mgal)                       NAVD 88
 JA1203
 JA1203  VERT ORDER  -  FIRST     CLASS II
 JA1203
 JA1203.The horizontal coordinates were scaled from a topographic map and have
 JA1203.an estimated accuracy of +/- 6 seconds.
 JA1203
 JA1203.The orthometric height was determined by differential leveling
 JA1203.and adjusted by the National Geodetic Survey in June 1991..
 JA1203
 JA1203.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1203.See file dsdata.txt to determine how the superseded data were derived.
 JA1203
 JA1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH154290(NAD 83)
 JA1203_MARKER: DB = BENCH MARK DISK
 JA1203_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1203_SP_SET: BRIDGE
 JA1203_STAMPING: L 284 1954
 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 = OCTOBER  6, 2006
 JA1330 ***********************************************************************
 JA1330  DESIGNATION -  L 285
 JA1330  PID         -  JA1330
 JA1330  STATE/COUNTY-  IN/KNOX
 JA1330  USGS QUAD   -  VINCENNES (1998)
 JA1330
 JA1330                         *CURRENT SURVEY CONTROL
 JA1330  ___________________________________________________________________
 JA1330* NAD 83(1986)-  38 40 48.     (N)    087 32 02.     (W)     SCALED    
 JA1330* NAVD 88     -       135.849  (meters)     445.70   (feet)  ADJUSTED  
 JA1330  ___________________________________________________________________
 JA1330  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 JA1330  DYNAMIC HT  -         135.766 (meters)     445.43  (feet)  COMP
 JA1330  MODELED GRAV-     980,010.8   (mgal)                       NAVD 88
 JA1330
 JA1330  VERT ORDER  -  FIRST     CLASS II
 JA1330
 JA1330.The horizontal coordinates were scaled from a topographic map and have
 JA1330.an estimated accuracy of +/- 6 seconds.
 JA1330
 JA1330.The orthometric height was determined by differential leveling
 JA1330.and adjusted by the National Geodetic Survey in June 1991..
 JA1330
 JA1330.The geoid height was determined by GEOID03.
 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     -   381,070.      860,800.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1330.See file dsdata.txt to determine how the superseded data were derived.
 JA1330
 JA1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH535814(NAD 83)
 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
 JA1330  HISTORY     - Date     Condition        Report By
 JA1330  HISTORY     - 1954     MONUMENTED       CGS
 JA1330  HISTORY     - 1965     GOOD             NGS
 JA1330  HISTORY     - 1981     GOOD             USE
 JA1330  HISTORY     - 1986     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1965
 JA1330'RECOVERED IN GOOD CONDITION.
 JA1330
 JA1330                          STATION RECOVERY (1981)
 JA1330
 JA1330'RECOVERY NOTE BY US 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1140 ***********************************************************************
 ME1140  DESIGNATION -  L 286
 ME1140  PID         -  ME1140
 ME1140  STATE/COUNTY-  IN/LAKE
 ME1140  USGS QUAD   -  LOWELL (1992)
 ME1140
 ME1140                         *CURRENT SURVEY CONTROL
 ME1140  ___________________________________________________________________
 ME1140* NAD 83(1986)-  41 15 25.     (N)    087 27 11.     (W)     SCALED    
 ME1140* NAVD 88     -       205.442  (meters)     674.02   (feet)  ADJUSTED  
 ME1140  ___________________________________________________________________
 ME1140  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME1140  DYNAMIC HT  -         205.356 (meters)     673.74  (feet)  COMP
 ME1140  MODELED GRAV-     980,203.6   (mgal)                       NAVD 88
 ME1140
 ME1140  VERT ORDER  -  SECOND    CLASS 0
 ME1140
 ME1140.The horizontal coordinates were scaled from a topographic map and have
 ME1140.an estimated accuracy of +/- 6 seconds.
 ME1140
 ME1140.The orthometric height was determined by differential leveling
 ME1140.and adjusted by the National Geodetic Survey in June 1991..
 ME1140
 ME1140.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1140.See file dsdata.txt to determine how the superseded data were derived.
 ME1140
 ME1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL620673(NAD 83)
 ME1140_MARKER: DB = BENCH MARK DISK
 ME1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1140_STAMPING: L 286 1954
 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 = OCTOBER  6, 2006
 LB1458 ***********************************************************************
 LB1458  DESIGNATION -  L 29
 LB1458  PID         -  LB1458
 LB1458  STATE/COUNTY-  IN/NEWTON
 LB1458  USGS QUAD   -  KENTLAND (1980)
 LB1458
 LB1458                         *CURRENT SURVEY CONTROL
 LB1458  ___________________________________________________________________
 LB1458* NAD 83(1986)-  40 46 02.     (N)    087 25 16.     (W)     SCALED    
 LB1458* NAVD 88     -       209.442  (meters)     687.14   (feet)  ADJUSTED  
 LB1458  ___________________________________________________________________
 LB1458  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LB1458  DYNAMIC HT  -         209.347 (meters)     686.83  (feet)  COMP
 LB1458  MODELED GRAV-     980,163.8   (mgal)                       NAVD 88
 LB1458
 LB1458  VERT ORDER  -  SECOND    CLASS 0
 LB1458
 LB1458.The horizontal coordinates were scaled from a topographic map and have
 LB1458.an estimated accuracy of +/- 6 seconds.
 LB1458
 LB1458.The orthometric height was determined by differential leveling
 LB1458.and adjusted by the National Geodetic Survey in June 1991..
 LB1458.WARNING-Repeat measurements at this control monument indicate possible
 LB1458.vertical movement.
 LB1458
 LB1458.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1458.See file dsdata.txt to determine how the superseded data were derived.
 LB1458
 LB1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL644130(NAD 83)
 LB1458_MARKER: DB = BENCH MARK DISK
 LB1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1458_STAMPING: L 29 1934
 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             NGS
 LB1458  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 LB1458
 LB1458                          STATION DESCRIPTION
 LB1458
 LB1458'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1299 ***********************************************************************
 JA1299  DESIGNATION -  L 292
 JA1299  PID         -  JA1299
 JA1299  STATE/COUNTY-  IN/KNOX
 JA1299  USGS QUAD   -  RUSSELLVILLE (1977)
 JA1299
 JA1299                         *CURRENT SURVEY CONTROL
 JA1299  ___________________________________________________________________
 JA1299* NAD 83(1986)-  38 52 29.     (N)    087 30 59.     (W)     SCALED    
 JA1299* NAVD 88     -       128.733  (meters)     422.35   (feet)  ADJUSTED  
 JA1299  ___________________________________________________________________
 JA1299  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 JA1299  DYNAMIC HT  -         128.656 (meters)     422.10  (feet)  COMP
 JA1299  MODELED GRAV-     980,024.8   (mgal)                       NAVD 88
 JA1299
 JA1299  VERT ORDER  -  FIRST     CLASS II
 JA1299
 JA1299.The horizontal coordinates were scaled from a topographic map and have
 JA1299.an estimated accuracy of +/- 6 seconds.
 JA1299
 JA1299.The orthometric height was determined by differential leveling
 JA1299.and adjusted by the National Geodetic Survey in June 1991..
 JA1299
 JA1299.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1299.See file dsdata.txt to determine how the superseded data were derived.
 JA1299
 JA1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ552030(NAD 83)
 JA1299_MARKER: DB = BENCH MARK DISK
 JA1299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1299_SP_SET: BRIDGE
 JA1299_STAMPING: L 292 1956
 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 = OCTOBER  6, 2006
 KA1129 ***********************************************************************
 KA1129  DESIGNATION -  L 293
 KA1129  PID         -  KA1129
 KA1129  STATE/COUNTY-  IN/VIGO
 KA1129  USGS QUAD   -  PIMENTO (1986)
 KA1129
 KA1129                         *CURRENT SURVEY CONTROL
 KA1129  ___________________________________________________________________
 KA1129* NAD 83(1986)-  39 22 07.     (N)    087 29 40.     (W)     SCALED    
 KA1129* NAVD 88     -       141.194  (meters)     463.23   (feet)  ADJUSTED  
 KA1129  ___________________________________________________________________
 KA1129  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KA1129  DYNAMIC HT  -         141.114 (meters)     462.97  (feet)  COMP
 KA1129  MODELED GRAV-     980,054.7   (mgal)                       NAVD 88
 KA1129
 KA1129  VERT ORDER  -  FIRST     CLASS II
 KA1129
 KA1129.The horizontal coordinates were scaled from a topographic map and have
 KA1129.an estimated accuracy of +/- 6 seconds.
 KA1129
 KA1129.The orthometric height was determined by differential leveling
 KA1129.and adjusted by the National Geodetic Survey in June 1991..
 KA1129
 KA1129.The geoid height was determined by GEOID03.
 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     -   457,500.      864,570.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1129.See file dsdata.txt to determine how the superseded data were derived.
 KA1129
 KA1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ574578(NAD 83)
 KA1129_MARKER: DB = BENCH MARK DISK
 KA1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1129_STAMPING: L 293 1956
 KA1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1129+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1260 ***********************************************************************
 KA1260  DESIGNATION -  L 294
 KA1260  PID         -  KA1260
 KA1260  STATE/COUNTY-  IN/VIGO
 KA1260  USGS QUAD   -  DENNISON (1972)
 KA1260
 KA1260                         *CURRENT SURVEY CONTROL
 KA1260  ___________________________________________________________________
 KA1260* NAD 83(1986)-  39 28 10.     (N)    087 31 53.     (W)     SCALED    
 KA1260* NAVD 88     -       165.546  (meters)     543.13   (feet)  ADJUSTED  
 KA1260  ___________________________________________________________________
 KA1260  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KA1260  DYNAMIC HT  -         165.453 (meters)     542.82  (feet)  COMP
 KA1260  MODELED GRAV-     980,060.3   (mgal)                       NAVD 88
 KA1260
 KA1260  VERT ORDER  -  FIRST     CLASS II
 KA1260
 KA1260.The horizontal coordinates were scaled from a topographic map and have
 KA1260.an estimated accuracy of +/- 6 seconds.
 KA1260
 KA1260.The orthometric height was determined by differential leveling
 KA1260.and adjusted by the National Geodetic Survey in June 1991..
 KA1260
 KA1260.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1260.See file dsdata.txt to determine how the superseded data were derived.
 KA1260
 KA1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ542690(NAD 83)
 KA1260_MARKER: DB = BENCH MARK DISK
 KA1260_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KA1260_SP_SET: 17 FEET
 KA1260_STAMPING: L 294 1956
 KA1260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1260
 KA1260  HISTORY     - Date     Condition        Report By
 KA1260  HISTORY     - 1956     MONUMENTED       CGS
 KA1260  HISTORY     - 1959     GOOD             NGS
 KA1260
 KA1260                          STATION DESCRIPTION
 KA1260
 KA1260'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0292 ***********************************************************************
 ME0292  DESIGNATION -  L 298
 ME0292  PID         -  ME0292
 ME0292  STATE/COUNTY-  IN/MARSHALL
 ME0292  USGS QUAD   -  DONALDSON (1972)
 ME0292
 ME0292                         *CURRENT SURVEY CONTROL
 ME0292  ___________________________________________________________________
 ME0292* NAD 83(1986)-  41 21 49.     (N)    086 27 48.     (W)     SCALED    
 ME0292* NAVD 88     -       227.279  (meters)     745.66   (feet)  ADJUSTED  
 ME0292  ___________________________________________________________________
 ME0292  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0292  DYNAMIC HT  -         227.186 (meters)     745.36  (feet)  COMP
 ME0292  MODELED GRAV-     980,210.2   (mgal)                       NAVD 88
 ME0292
 ME0292  VERT ORDER  -  FIRST     CLASS I
 ME0292
 ME0292.The horizontal coordinates were scaled from a topographic map and have
 ME0292.an estimated accuracy of +/- 6 seconds.
 ME0292
 ME0292.The orthometric height was determined by differential leveling
 ME0292.and adjusted by the National Geodetic Survey in April 1995..
 ME0292
 ME0292.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0292
 ME0292  NAVD 88 (06/15/91)  227.274  (m)          745.65   (f) UNKNOWN     1 1
 ME0292  NGVD 29 (01/19/93)  227.389  (m)          746.03   (f) ADJUSTED    1 1
 ME0292
 ME0292.Superseded values are not recommended for survey control.
 ME0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0292.See file dsdata.txt to determine how the superseded data were derived.
 ME0292
 ME0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL448792(NAD 83)
 ME0292_MARKER: DD = SURVEY DISK
 ME0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0292_SP_SET: CONCRETE POST
 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             NGS
 ME0292  HISTORY     - 1984     GOOD             USPSQD
 ME0292  HISTORY     - 1988     GOOD             USPSQD
 ME0292  HISTORY     - 19920907 GOOD             NGS
 ME0292
 ME0292                          STATION DESCRIPTION
 ME0292
 ME0292'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0654 ***********************************************************************
 KA0654  DESIGNATION -  L 3 RESET
 KA0654  PID         -  KA0654
 KA0654  STATE/COUNTY-  IN/PUTNAM
 KA0654  USGS QUAD   -  CLINTON FALLS (1981)
 KA0654
 KA0654                         *CURRENT SURVEY CONTROL
 KA0654  ___________________________________________________________________
 KA0654* NAD 83(1986)-  39 38 59.     (N)    086 52 58.     (W)     SCALED    
 KA0654* NAVD 88     -       220.690  (meters)     724.05   (feet)  ADJUSTED  
 KA0654  ___________________________________________________________________
 KA0654  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KA0654  DYNAMIC HT  -         220.566 (meters)     723.64  (feet)  COMP
 KA0654  MODELED GRAV-     980,057.3   (mgal)                       NAVD 88
 KA0654
 KA0654  VERT ORDER  -  FIRST     CLASS II
 KA0654
 KA0654.The horizontal coordinates were scaled from a topographic map and have
 KA0654.an estimated accuracy of +/- 6 seconds.
 KA0654
 KA0654.The orthometric height was determined by differential leveling
 KA0654.and adjusted by the National Geodetic Survey in June 1991..
 KA0654
 KA0654.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0654.See file dsdata.txt to determine how the superseded data were derived.
 KA0654
 KA0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ100888(NAD 83)
 KA0654_MARKER: DD = SURVEY 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: NYCRR 
 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             NGS
 KA0654  HISTORY     - 1985     GOOD             NGS
 KA0654
 KA0654                          STATION DESCRIPTION
 KA0654
 KA0654'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0712 ***********************************************************************
 MD0712  DESIGNATION -  L 305
 MD0712  PID         -  MD0712
 MD0712  STATE/COUNTY-  IN/ALLEN
 MD0712  USGS QUAD   -  HUNTERTOWN (1981)
 MD0712
 MD0712                         *CURRENT SURVEY CONTROL
 MD0712  ___________________________________________________________________
 MD0712* NAD 83(1986)-  41 09 42.     (N)    085 08 49.     (W)     SCALED    
 MD0712* NAVD 88     -       251.602  (meters)     825.46   (feet)  ADJUSTED  
 MD0712  ___________________________________________________________________
 MD0712  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 MD0712  DYNAMIC HT  -         251.504 (meters)     825.14  (feet)  COMP
 MD0712  MODELED GRAV-     980,227.6   (mgal)                       NAVD 88
 MD0712
 MD0712  VERT ORDER  -  SECOND    CLASS 0
 MD0712
 MD0712.The horizontal coordinates were scaled from a topographic map and have
 MD0712.an estimated accuracy of +/- 6 seconds.
 MD0712
 MD0712.The orthometric height was determined by differential leveling
 MD0712.and adjusted by the National Geodetic Survey in June 1991..
 MD0712
 MD0712.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0712.See file dsdata.txt to determine how the superseded data were derived.
 MD0712
 MD0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL554583(NAD 83)
 MD0712_MARKER: DB = BENCH MARK DISK
 MD0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0712_STAMPING: L 305 1963
 MD0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0712+STABILITY: SURFACE MOTION
 MD0712_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0712+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 MD0712
 MD0712  HISTORY     - Date     Condition        Report By
 MD0712  HISTORY     - 1963     MONUMENTED       CGS
 MD0712  HISTORY     - 1968     GOOD             INHD
 MD0712  HISTORY     - 20030430 GOOD             USGS-R
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0476 ***********************************************************************
 JA0476  DESIGNATION -  L 306
 JA0476  PID         -  JA0476
 JA0476  STATE/COUNTY-  IN/HARRISON
 JA0476  USGS QUAD   -  NEW AMSTERDAM (1978)
 JA0476
 JA0476                         *CURRENT SURVEY CONTROL
 JA0476  ___________________________________________________________________
 JA0476* NAD 83(1986)-  38 06 06.     (N)    086 16 28.     (W)     SCALED    
 JA0476* NAVD 88     -       130.945  (meters)     429.61   (feet)  ADJUSTED  
 JA0476  ___________________________________________________________________
 JA0476  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JA0476  DYNAMIC HT  -         130.852 (meters)     429.30  (feet)  COMP
 JA0476  MODELED GRAV-     979,920.7   (mgal)                       NAVD 88
 JA0476
 JA0476  VERT ORDER  -  FIRST     CLASS II
 JA0476
 JA0476.The horizontal coordinates were scaled from a topographic map and have
 JA0476.an estimated accuracy of +/- 6 seconds.
 JA0476
 JA0476.The orthometric height was determined by differential leveling
 JA0476.and adjusted by the National Geodetic Survey in June 1991..
 JA0476
 JA0476.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0476.See file dsdata.txt to determine how the superseded data were derived.
 JA0476
 JA0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH636173(NAD 83)
 JA0476_MARKER: DB = BENCH MARK DISK
 JA0476_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0476_SP_SET: 64 FEET
 JA0476_STAMPING: L 306 1964
 JA0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0476
 JA0476  HISTORY     - Date     Condition        Report By
 JA0476  HISTORY     - 1964     MONUMENTED       CGS
 JA0476  HISTORY     - 1965     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1965
 JA0476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0666 ***********************************************************************
 JA0666  DESIGNATION -  L 309
 JA0666  PID         -  JA0666
 JA0666  STATE/COUNTY-  IN/LAWRENCE
 JA0666  USGS QUAD   -  HURON (1993)
 JA0666
 JA0666                         *CURRENT SURVEY CONTROL
 JA0666  ___________________________________________________________________
 JA0666* NAD 83(1986)-  38 43 17.     (N)    086 40 25.     (W)     SCALED    
 JA0666* NAVD 88     -       169.141  (meters)     554.92   (feet)  ADJUSTED  
 JA0666  ___________________________________________________________________
 JA0666  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JA0666  DYNAMIC HT  -         169.032 (meters)     554.57  (feet)  COMP
 JA0666  MODELED GRAV-     979,979.7   (mgal)                       NAVD 88
 JA0666
 JA0666  VERT ORDER  -  FIRST     CLASS II
 JA0666
 JA0666.The horizontal coordinates were scaled from a topographic map and have
 JA0666.an estimated accuracy of +/- 6 seconds.
 JA0666
 JA0666.The orthometric height was determined by differential leveling
 JA0666.and adjusted by the National Geodetic Survey in June 1991..
 JA0666
 JA0666.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0666.See file dsdata.txt to determine how the superseded data were derived.
 JA0666
 JA0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH283859(NAD 83)
 JA0666_MARKER: DB = BENCH MARK DISK
 JA0666_SETTING: 66 = SET IN ROCK OUTCROP
 JA0666_SP_SET: ROCK OUTCROP
 JA0666_STAMPING: L 309 1965
 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 = OCTOBER  6, 2006
 LB0728 ***********************************************************************
 LB0728  DESIGNATION -  L 31
 LB0728  PID         -  LB0728
 LB0728  STATE/COUNTY-  IN/TIPPECANOE
 LB0728  USGS QUAD   -  STOCKWELL (1980)
 LB0728
 LB0728                         *CURRENT SURVEY CONTROL
 LB0728  ___________________________________________________________________
 LB0728* NAD 83(1986)-  40 22 22.     (N)    086 46 07.     (W)     SCALED    
 LB0728* NAVD 88     -       205.130  (meters)     673.00   (feet)  ADJUSTED  
 LB0728  ___________________________________________________________________
 LB0728  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 LB0728  DYNAMIC HT  -         205.027 (meters)     672.66  (feet)  COMP
 LB0728  MODELED GRAV-     980,115.6   (mgal)                       NAVD 88
 LB0728
 LB0728  VERT ORDER  -  SECOND    CLASS 0
 LB0728
 LB0728.The horizontal coordinates were scaled from a topographic map and have
 LB0728.an estimated accuracy of +/- 6 seconds.
 LB0728
 LB0728.The orthometric height was determined by differential leveling
 LB0728.and adjusted by the National Geodetic Survey in June 1991..
 LB0728.WARNING-Repeat measurements at this control monument indicate possible
 LB0728.vertical movement.
 LB0728
 LB0728.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0728.See file dsdata.txt to determine how the superseded data were derived.
 LB0728
 LB0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK196691(NAD 83)
 LB0728_MARKER: DB = BENCH MARK DISK
 LB0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0728_STAMPING: L 31 1934
 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             NGS
 LB0728  HISTORY     - 1966     GOOD             NGS
 LB0728
 LB0728                          STATION DESCRIPTION
 LB0728
 LB0728'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1966
 LB0728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0371 ***********************************************************************
 JA0371  DESIGNATION -  L 310
 JA0371  PID         -  JA0371
 JA0371  STATE/COUNTY-  IN/ORANGE
 JA0371  USGS QUAD   -  VALEENE (1993)
 JA0371
 JA0371                         *CURRENT SURVEY CONTROL
 JA0371  ___________________________________________________________________
 JA0371* NAD 83(1986)-  38 27 27.     (N)    086 27 02.     (W)     SCALED    
 JA0371* NAVD 88     -       180.029  (meters)     590.65   (feet)  ADJUSTED  
 JA0371  ___________________________________________________________________
 JA0371  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JA0371  DYNAMIC HT  -         179.904 (meters)     590.24  (feet)  COMP
 JA0371  MODELED GRAV-     979,933.0   (mgal)                       NAVD 88
 JA0371
 JA0371  VERT ORDER  -  FIRST     CLASS II
 JA0371
 JA0371.The horizontal coordinates were scaled from a topographic map and have
 JA0371.an estimated accuracy of +/- 6 seconds.
 JA0371
 JA0371.The orthometric height was determined by differential leveling
 JA0371.and adjusted by the National Geodetic Survey in June 1991..
 JA0371
 JA0371.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0371.See file dsdata.txt to determine how the superseded data were derived.
 JA0371
 JA0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH479567(NAD 83)
 JA0371_MARKER: DB = BENCH MARK DISK
 JA0371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0371_SP_SET: CULVERT
 JA0371_STAMPING: L 310 1965
 JA0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JA0716 ***********************************************************************
 JA0716  DESIGNATION -  L 311
 JA0716  PID         -  JA0716
 JA0716  STATE/COUNTY-  IN/MARTIN
 JA0716  USGS QUAD   -  LOOGOOTEE (1978)
 JA0716
 JA0716                         *CURRENT SURVEY CONTROL
 JA0716  ___________________________________________________________________
 JA0716* NAD 83(1986)-  38 41 05.     (N)    086 53 38.     (W)     SCALED    
 JA0716* NAVD 88     -       152.405  (meters)     500.02   (feet)  ADJUSTED  
 JA0716  ___________________________________________________________________
 JA0716  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JA0716  DYNAMIC HT  -         152.307 (meters)     499.69  (feet)  COMP
 JA0716  MODELED GRAV-     979,982.3   (mgal)                       NAVD 88
 JA0716
 JA0716  VERT ORDER  -  FIRST     CLASS II
 JA0716
 JA0716.The horizontal coordinates were scaled from a topographic map and have
 JA0716.an estimated accuracy of +/- 6 seconds.
 JA0716
 JA0716.The orthometric height was determined by differential leveling
 JA0716.and adjusted by the National Geodetic Survey in June 1991..
 JA0716
 JA0716.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0716.See file dsdata.txt to determine how the superseded data were derived.
 JA0716
 JA0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH092817(NAD 83)
 JA0716_MARKER: DB = BENCH MARK DISK
 JA0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0716_STAMPING: L 311 1965
 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 = OCTOBER  6, 2006
 JA0248 ***********************************************************************
 JA0248  DESIGNATION -  L 312
 JA0248  PID         -  JA0248
 JA0248  STATE/COUNTY-  IN/HARRISON
 JA0248  USGS QUAD   -  DEPAUW (1994)
 JA0248
 JA0248                         *CURRENT SURVEY CONTROL
 JA0248  ___________________________________________________________________
 JA0248* NAD 83(1986)-  38 19 27.     (N)    086 11 00.     (W)     SCALED    
 JA0248* NAVD 88     -       215.088  (meters)     705.67   (feet)  ADJUSTED  
 JA0248  ___________________________________________________________________
 JA0248  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JA0248  DYNAMIC HT  -         214.937 (meters)     705.17  (feet)  COMP
 JA0248  MODELED GRAV-     979,921.9   (mgal)                       NAVD 88
 JA0248
 JA0248  VERT ORDER  -  FIRST     CLASS II
 JA0248
 JA0248.The horizontal coordinates were scaled from a topographic map and have
 JA0248.an estimated accuracy of +/- 6 seconds.
 JA0248
 JA0248.The orthometric height was determined by differential leveling
 JA0248.and adjusted by the National Geodetic Survey in June 1991..
 JA0248
 JA0248.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0248.See file dsdata.txt to determine how the superseded data were derived.
 JA0248
 JA0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH713420(NAD 83)
 JA0248_MARKER: DB = BENCH MARK DISK
 JA0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0248_STAMPING: L 312 1965
 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 = OCTOBER  6, 2006
 HZ1344 ***********************************************************************
 HZ1344  DESIGNATION -  L 313
 HZ1344  PID         -  HZ1344
 HZ1344  STATE/COUNTY-  IN/FLOYD
 HZ1344  USGS QUAD   -  GEORGETOWN (1993)
 HZ1344
 HZ1344                         *CURRENT SURVEY CONTROL
 HZ1344  ___________________________________________________________________
 HZ1344* NAD 83(1986)-  38 17 05.     (N)    085 52 30.     (W)     SCALED    
 HZ1344* NAVD 88     -       156.408  (meters)     513.15   (feet)  ADJUSTED  
 HZ1344  ___________________________________________________________________
 HZ1344  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 HZ1344  DYNAMIC HT  -         156.299 (meters)     512.79  (feet)  COMP
 HZ1344  MODELED GRAV-     979,933.1   (mgal)                       NAVD 88
 HZ1344
 HZ1344  VERT ORDER  -  FIRST     CLASS II
 HZ1344
 HZ1344.The horizontal coordinates were scaled from a topographic map and have
 HZ1344.an estimated accuracy of +/- 6 seconds.
 HZ1344
 HZ1344.The orthometric height was determined by differential leveling
 HZ1344.and adjusted by the National Geodetic Survey in June 1991..
 HZ1344
 HZ1344.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1344.See file dsdata.txt to determine how the superseded data were derived.
 HZ1344
 HZ1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH983380(NAD 83)
 HZ1344_MARKER: DB = BENCH MARK DISK
 HZ1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1344_STAMPING: L 313 1965
 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 = OCTOBER  6, 2006
 JA0871 ***********************************************************************
 JA0871  DESIGNATION -  L 314
 JA0871  PID         -  JA0871
 JA0871  STATE/COUNTY-  IN/KNOX
 JA0871  USGS QUAD   -  WHEATLAND (1988)
 JA0871
 JA0871                         *CURRENT SURVEY CONTROL
 JA0871  ___________________________________________________________________
 JA0871* NAD 83(1986)-  38 40 34.     (N)    087 22 19.     (W)     SCALED    
 JA0871* NAVD 88     -       138.400  (meters)     454.07   (feet)  ADJUSTED  
 JA0871  ___________________________________________________________________
 JA0871  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JA0871  DYNAMIC HT  -         138.313 (meters)     453.78  (feet)  COMP
 JA0871  MODELED GRAV-     979,998.7   (mgal)                       NAVD 88
 JA0871
 JA0871  VERT ORDER  -  FIRST     CLASS II
 JA0871
 JA0871.The horizontal coordinates were scaled from a topographic map and have
 JA0871.an estimated accuracy of +/- 6 seconds.
 JA0871
 JA0871.The orthometric height was determined by differential leveling
 JA0871.and adjusted by the National Geodetic Survey in June 1991..
 JA0871
 JA0871.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0871.See file dsdata.txt to determine how the superseded data were derived.
 JA0871
 JA0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH676809(NAD 83)
 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 = OCTOBER  6, 2006
 JA0931 ***********************************************************************
 JA0931  DESIGNATION -  L 315
 JA0931  PID         -  JA0931
 JA0931  STATE/COUNTY-  IN/PIKE
 JA0931  USGS QUAD   -  MONROE CITY (1980)
 JA0931
 JA0931                         *CURRENT SURVEY CONTROL
 JA0931  ___________________________________________________________________
 JA0931* NAD 83(1986)-  38 31 36.     (N)    087 15 06.     (W)     SCALED    
 JA0931* NAVD 88     -       131.869  (meters)     432.64   (feet)  ADJUSTED  
 JA0931  ___________________________________________________________________
 JA0931  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JA0931  DYNAMIC HT  -         131.783 (meters)     432.36  (feet)  COMP
 JA0931  MODELED GRAV-     979,977.1   (mgal)                       NAVD 88
 JA0931
 JA0931  VERT ORDER  -  FIRST     CLASS II
 JA0931
 JA0931.The horizontal coordinates were scaled from a topographic map and have
 JA0931.an estimated accuracy of +/- 6 seconds.
 JA0931
 JA0931.The orthometric height was determined by differential leveling
 JA0931.and adjusted by the National Geodetic Survey in June 1991..
 JA0931
 JA0931.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0931.See file dsdata.txt to determine how the superseded data were derived.
 JA0931
 JA0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH780642(NAD 83)
 JA0931_MARKER: DB = BENCH MARK DISK
 JA0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0931_STAMPING: L 315 1965
 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 = OCTOBER  6, 2006
 JA1050 ***********************************************************************
 JA1050  DESIGNATION -  L 316
 JA1050  PID         -  JA1050
 JA1050  STATE/COUNTY-  IN/WARRICK
 JA1050  USGS QUAD   -  ELBERFELD (1988)
 JA1050
 JA1050                         *CURRENT SURVEY CONTROL
 JA1050  ___________________________________________________________________
 JA1050* NAD 83(1986)-  38 11 12.     (N)    087 25 45.     (W)     SCALED    
 JA1050* NAVD 88     -       122.929  (meters)     403.31   (feet)  ADJUSTED  
 JA1050  ___________________________________________________________________
 JA1050  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 JA1050  DYNAMIC HT  -         122.846 (meters)     403.04  (feet)  COMP
 JA1050  MODELED GRAV-     979,953.2   (mgal)                       NAVD 88
 JA1050
 JA1050  VERT ORDER  -  FIRST     CLASS II
 JA1050
 JA1050.The horizontal coordinates were scaled from a topographic map and have
 JA1050.an estimated accuracy of +/- 6 seconds.
 JA1050
 JA1050.The orthometric height was determined by differential leveling
 JA1050.and adjusted by the National Geodetic Survey in June 1991..
 JA1050
 JA1050.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1050.See file dsdata.txt to determine how the superseded data were derived.
 JA1050
 JA1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH624266(NAD 83)
 JA1050_MARKER: DB = BENCH MARK DISK
 JA1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1050_STAMPING: L 316 1965
 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 = OCTOBER  6, 2006
 JA0606 ***********************************************************************
 JA0606  DESIGNATION -  L 317
 JA0606  PID         -  JA0606
 JA0606  STATE/COUNTY-  IN/SPENCER
 JA0606  USGS QUAD   -  DALE (1980)
 JA0606
 JA0606                         *CURRENT SURVEY CONTROL
 JA0606  ___________________________________________________________________
 JA0606* NAD 83(1986)-  38 10 40.     (N)    086 58 04.     (W)     SCALED    
 JA0606* NAVD 88     -       133.589  (meters)     438.28   (feet)  ADJUSTED  
 JA0606  ___________________________________________________________________
 JA0606  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 JA0606  DYNAMIC HT  -         133.499 (meters)     437.99  (feet)  COMP
 JA0606  MODELED GRAV-     979,953.7   (mgal)                       NAVD 88
 JA0606
 JA0606  VERT ORDER  -  FIRST     CLASS II
 JA0606
 JA0606.The horizontal coordinates were scaled from a topographic map and have
 JA0606.an estimated accuracy of +/- 6 seconds.
 JA0606
 JA0606.The orthometric height was determined by differential leveling
 JA0606.and adjusted by the National Geodetic Survey in June 1991..
 JA0606
 JA0606.The geoid height was determined by GEOID03.
 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     -   325,230.      910,130.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0606.See file dsdata.txt to determine how the superseded data were derived.
 JA0606
 JA0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH028255(NAD 83)
 JA0606_MARKER: DB = BENCH MARK DISK
 JA0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0606_STAMPING: L 317 1965
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA1057 ***********************************************************************
 HA1057  DESIGNATION -  L 318
 HA1057  PID         -  HA1057
 HA1057  STATE/COUNTY-  IN/VANDERBURGH
 HA1057  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1057
 HA1057                         *CURRENT SURVEY CONTROL
 HA1057  ___________________________________________________________________
 HA1057* NAD 83(1986)-  37 58 38.     (N)    087 33 44.     (W)     SCALED    
 HA1057* NAVD 88     -       115.889  (meters)     380.21   (feet)  ADJUSTED  
 HA1057  ___________________________________________________________________
 HA1057  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 HA1057  DYNAMIC HT  -         115.809 (meters)     379.95  (feet)  COMP
 HA1057  MODELED GRAV-     979,939.3   (mgal)                       NAVD 88
 HA1057
 HA1057  VERT ORDER  -  FIRST     CLASS II
 HA1057
 HA1057.The horizontal coordinates were scaled from a topographic map and have
 HA1057.an estimated accuracy of +/- 6 seconds.
 HA1057
 HA1057.The orthometric height was determined by differential leveling
 HA1057.and adjusted by the National Geodetic Survey in June 1991..
 HA1057
 HA1057.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1057.See file dsdata.txt to determine how the superseded data were derived.
 HA1057
 HA1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH506034(NAD 83)
 HA1057_MARKER: DB = BENCH MARK DISK
 HA1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA1057_STAMPING: L 318 1965
 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 = OCTOBER  6, 2006
 HZ0793 ***********************************************************************
 HZ0793  DESIGNATION -  L 319
 HZ0793  PID         -  HZ0793
 HZ0793  STATE/COUNTY-  IN/SWITZERLAND
 HZ0793  USGS QUAD   -  RISING SUN (1994)
 HZ0793
 HZ0793                         *CURRENT SURVEY CONTROL
 HZ0793  ___________________________________________________________________
 HZ0793* NAD 83(1986)-  38 53 38.     (N)    084 49 01.     (W)     SCALED    
 HZ0793* NAVD 88     -       142.642  (meters)     467.98   (feet)  ADJUSTED  
 HZ0793  ___________________________________________________________________
 HZ0793  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 HZ0793  DYNAMIC HT  -         142.552 (meters)     467.69  (feet)  COMP
 HZ0793  MODELED GRAV-     979,997.0   (mgal)                       NAVD 88
 HZ0793
 HZ0793  VERT ORDER  -  FIRST     CLASS II
 HZ0793
 HZ0793.The horizontal coordinates were scaled from a topographic map and have
 HZ0793.an estimated accuracy of +/- 6 seconds.
 HZ0793
 HZ0793.The orthometric height was determined by differential leveling
 HZ0793.and adjusted by the National Geodetic Survey in June 1991..
 HZ0793
 HZ0793.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0793.See file dsdata.txt to determine how the superseded data were derived.
 HZ0793
 HZ0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ893072(NAD 83)
 HZ0793_MARKER: DB = BENCH MARK DISK
 HZ0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0793_STAMPING: L 319 1965
 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 = OCTOBER  6, 2006
 LB0749 ***********************************************************************
 LB0749  DESIGNATION -  L 32
 LB0749  PID         -  LB0749
 LB0749  STATE/COUNTY-  IN/CLINTON
 LB0749  USGS QUAD   -  THORNTOWN (1991)
 LB0749
 LB0749                         *CURRENT SURVEY CONTROL
 LB0749  ___________________________________________________________________
 LB0749* NAD 83(1986)-  40 14 07.     (N)    086 35 44.     (W)     SCALED    
 LB0749* NAVD 88     -       263.889  (meters)     865.78   (feet)  ADJUSTED  
 LB0749  ___________________________________________________________________
 LB0749  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 LB0749  DYNAMIC HT  -         263.750 (meters)     865.32  (feet)  COMP
 LB0749  MODELED GRAV-     980,091.6   (mgal)                       NAVD 88
 LB0749
 LB0749  VERT ORDER  -  SECOND    CLASS 0
 LB0749
 LB0749.The horizontal coordinates were scaled from a topographic map and have
 LB0749.an estimated accuracy of +/- 6 seconds.
 LB0749
 LB0749.The orthometric height was determined by differential leveling
 LB0749.and adjusted by the National Geodetic Survey in June 1991..
 LB0749
 LB0749.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0749.See file dsdata.txt to determine how the superseded data were derived.
 LB0749
 LB0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK344539(NAD 83)
 LB0749_MARKER: DB = BENCH MARK DISK
 LB0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0749_STAMPING: L 32 1934
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1042 ***********************************************************************
 HZ1042  DESIGNATION -  L 320
 HZ1042  PID         -  HZ1042
 HZ1042  STATE/COUNTY-  IN/JEFFERSON
 HZ1042  USGS QUAD   -  CARROLLTON (1994)
 HZ1042
 HZ1042                         *CURRENT SURVEY CONTROL
 HZ1042  ___________________________________________________________________
 HZ1042* NAD 83(1986)-  38 42 24.     (N)    085 13 13.     (W)     SCALED    
 HZ1042* NAVD 88     -       146.254  (meters)     479.83   (feet)  ADJUSTED  
 HZ1042  ___________________________________________________________________
 HZ1042  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ1042  DYNAMIC HT  -         146.158 (meters)     479.52  (feet)  COMP
 HZ1042  MODELED GRAV-     979,969.7   (mgal)                       NAVD 88
 HZ1042
 HZ1042  VERT ORDER  -  FIRST     CLASS II
 HZ1042
 HZ1042.The horizontal coordinates were scaled from a topographic map and have
 HZ1042.an estimated accuracy of +/- 6 seconds.
 HZ1042
 HZ1042.The orthometric height was determined by differential leveling
 HZ1042.and adjusted by the National Geodetic Survey in June 1991..
 HZ1042
 HZ1042.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1042.See file dsdata.txt to determine how the superseded data were derived.
 HZ1042
 HZ1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH547857(NAD 83)
 HZ1042_MARKER: DB = BENCH MARK DISK
 HZ1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1042_STAMPING: L 320 1965
 HZ1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1042+STABILITY: SURFACE MOTION
 HZ1042
 HZ1042  HISTORY     - Date     Condition        Report By
 HZ1042  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1703 ***********************************************************************
 HZ1703  DESIGNATION -  L 321
 HZ1703  PID         -  HZ1703
 HZ1703  STATE/COUNTY-  IN/JEFFERSON
 HZ1703  USGS QUAD   -  KENT (1994)
 HZ1703
 HZ1703                         *CURRENT SURVEY CONTROL
 HZ1703  ___________________________________________________________________
 HZ1703* NAD 83(1986)-  38 42 33.     (N)    085 31 34.     (W)     SCALED    
 HZ1703* NAVD 88     -       225.790  (meters)     740.78   (feet)  ADJUSTED  
 HZ1703  ___________________________________________________________________
 HZ1703  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 HZ1703  DYNAMIC HT  -         225.640 (meters)     740.29  (feet)  COMP
 HZ1703  MODELED GRAV-     979,960.8   (mgal)                       NAVD 88
 HZ1703
 HZ1703  VERT ORDER  -  FIRST     CLASS II
 HZ1703
 HZ1703.The horizontal coordinates were scaled from a topographic map and have
 HZ1703.an estimated accuracy of +/- 6 seconds.
 HZ1703
 HZ1703.The orthometric height was determined by differential leveling
 HZ1703.and adjusted by the National Geodetic Survey in June 1991..
 HZ1703
 HZ1703.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1703.See file dsdata.txt to determine how the superseded data were derived.
 HZ1703
 HZ1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH281855(NAD 83)
 HZ1703_MARKER: DB = BENCH MARK DISK
 HZ1703_SETTING: 66 = SET IN ROCK OUTCROP
 HZ1703_SP_SET: ROCK OUTCROP
 HZ1703_STAMPING: L 321 1965
 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 = OCTOBER  6, 2006
 HZ1623 ***********************************************************************
 HZ1623  DESIGNATION -  L 322
 HZ1623  PID         -  HZ1623
 HZ1623  STATE/COUNTY-  IN/CLARK
 HZ1623  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ1623
 HZ1623                         *CURRENT SURVEY CONTROL
 HZ1623  ___________________________________________________________________
 HZ1623* NAD 83(1986)-  38 20 59.     (N)    085 38 39.     (W)     SCALED    
 HZ1623* NAVD 88     -       133.778  (meters)     438.90   (feet)  ADJUSTED  
 HZ1623  ___________________________________________________________________
 HZ1623  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 HZ1623  DYNAMIC HT  -         133.689 (meters)     438.61  (feet)  COMP
 HZ1623  MODELED GRAV-     979,959.1   (mgal)                       NAVD 88
 HZ1623
 HZ1623  VERT ORDER  -  FIRST     CLASS II
 HZ1623
 HZ1623.The horizontal coordinates were scaled from a topographic map and have
 HZ1623.an estimated accuracy of +/- 6 seconds.
 HZ1623
 HZ1623.The orthometric height was determined by differential leveling
 HZ1623.and adjusted by the National Geodetic Survey in June 1991..
 HZ1623
 HZ1623.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1623.See file dsdata.txt to determine how the superseded data were derived.
 HZ1623
 HZ1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH184454(NAD 83)
 HZ1623_MARKER: DB = BENCH MARK DISK
 HZ1623_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1623_SP_SET: FOUNDATION
 HZ1623_STAMPING: L 322 1965
 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 = OCTOBER  6, 2006
 HZ1583 ***********************************************************************
 HZ1583  DESIGNATION -  L 323
 HZ1583  PID         -  HZ1583
 HZ1583  STATE/COUNTY-  IN/HARRISON
 HZ1583  USGS QUAD   -  LANESVILLE (1993)
 HZ1583
 HZ1583                         *CURRENT SURVEY CONTROL
 HZ1583  ___________________________________________________________________
 HZ1583* NAD 83(1986)-  38 08 12.     (N)    085 54 46.     (W)     SCALED    
 HZ1583* NAVD 88     -       137.636  (meters)     451.56   (feet)  ADJUSTED  
 HZ1583  ___________________________________________________________________
 HZ1583  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 HZ1583  DYNAMIC HT  -         137.542 (meters)     451.25  (feet)  COMP
 HZ1583  MODELED GRAV-     979,940.5   (mgal)                       NAVD 88
 HZ1583
 HZ1583  VERT ORDER  -  FIRST     CLASS II
 HZ1583
 HZ1583.The horizontal coordinates were scaled from a topographic map and have
 HZ1583.an estimated accuracy of +/- 6 seconds.
 HZ1583
 HZ1583.The orthometric height was determined by differential leveling
 HZ1583.and adjusted by the National Geodetic Survey in June 1991..
 HZ1583
 HZ1583.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1583.See file dsdata.txt to determine how the superseded data were derived.
 HZ1583
 HZ1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH952215(NAD 83)
 HZ1583_MARKER: DB = BENCH MARK DISK
 HZ1583_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HZ1583_SP_SET: 24 FEET
 HZ1583_STAMPING: L 323 1965
 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 = OCTOBER  6, 2006
 JA0466 ***********************************************************************
 JA0466  DESIGNATION -  L 324
 JA0466  PID         -  JA0466
 JA0466  STATE/COUNTY-  IN/HARRISON
 JA0466  USGS QUAD   -  MAUCKPORT (1994)
 JA0466
 JA0466                         *CURRENT SURVEY CONTROL
 JA0466  ___________________________________________________________________
 JA0466* NAD 83(1986)-  38 02 00.     (N)    086 12 54.     (W)     SCALED    
 JA0466* NAVD 88     -       136.802  (meters)     448.82   (feet)  ADJUSTED  
 JA0466  ___________________________________________________________________
 JA0466  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JA0466  DYNAMIC HT  -         136.706 (meters)     448.51  (feet)  COMP
 JA0466  MODELED GRAV-     979,923.2   (mgal)                       NAVD 88
 JA0466
 JA0466  VERT ORDER  -  FIRST     CLASS II
 JA0466
 JA0466.The horizontal coordinates were scaled from a topographic map and have
 JA0466.an estimated accuracy of +/- 6 seconds.
 JA0466
 JA0466.The orthometric height was determined by differential leveling
 JA0466.and adjusted by the National Geodetic Survey in June 1991..
 JA0466
 JA0466.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0466.See file dsdata.txt to determine how the superseded data were derived.
 JA0466
 JA0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH688098(NAD 83)
 JA0466_MARKER: DB = BENCH MARK DISK
 JA0466_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0466_SP_SET: CULVERT
 JA0466_STAMPING: L 324 1965
 JA0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 HA1100 ***********************************************************************
 HA1100  DESIGNATION -  L 325
 HA1100  PID         -  HA1100
 HA1100  STATE/COUNTY-  IN/VANDERBURGH
 HA1100  USGS QUAD   -  WEST FRANKLIN (1981)
 HA1100
 HA1100                         *CURRENT SURVEY CONTROL
 HA1100  ___________________________________________________________________
 HA1100* NAD 83(1986)-  37 55 45.     (N)    087 39 20.     (W)     SCALED    
 HA1100* NAVD 88     -       110.608  (meters)     362.89   (feet)  ADJUSTED  
 HA1100  ___________________________________________________________________
 HA1100  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HA1100  DYNAMIC HT  -         110.531 (meters)     362.63  (feet)  COMP
 HA1100  MODELED GRAV-     979,933.9   (mgal)                       NAVD 88
 HA1100
 HA1100  VERT ORDER  -  FIRST     CLASS II
 HA1100
 HA1100.The horizontal coordinates were scaled from a topographic map and have
 HA1100.an estimated accuracy of +/- 6 seconds.
 HA1100
 HA1100.The orthometric height was determined by differential leveling
 HA1100.and adjusted by the National Geodetic Survey in June 1991..
 HA1100
 HA1100.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1100.See file dsdata.txt to determine how the superseded data were derived.
 HA1100
 HA1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG423981(NAD 83)
 HA1100_MARKER: DB = BENCH MARK DISK
 HA1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA1100_STAMPING: L 325 1965
 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 = OCTOBER  6, 2006
 HA0718 ***********************************************************************
 HA0718  DESIGNATION -  L 326
 HA0718  PID         -  HA0718
 HA0718  STATE/COUNTY-  IN/WARRICK
 HA0718  USGS QUAD   -  YANKEETOWN (1983)
 HA0718
 HA0718                         *CURRENT SURVEY CONTROL
 HA0718  ___________________________________________________________________
 HA0718* NAD 83(1986)-  37 55 55.     (N)    087 21 16.     (W)     SCALED    
 HA0718* NAVD 88     -       117.379  (meters)     385.10   (feet)  ADJUSTED  
 HA0718  ___________________________________________________________________
 HA0718  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HA0718  DYNAMIC HT  -         117.299 (meters)     384.84  (feet)  COMP
 HA0718  MODELED GRAV-     979,940.1   (mgal)                       NAVD 88
 HA0718
 HA0718  VERT ORDER  -  FIRST     CLASS II
 HA0718
 HA0718.The horizontal coordinates were scaled from a topographic map and have
 HA0718.an estimated accuracy of +/- 6 seconds.
 HA0718
 HA0718.The orthometric height was determined by differential leveling
 HA0718.and adjusted by the National Geodetic Survey in June 1991..
 HA0718
 HA0718.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0718.See file dsdata.txt to determine how the superseded data were derived.
 HA0718
 HA0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG688983(NAD 83)
 HA0718_MARKER: DB = BENCH MARK DISK
 HA0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0718_STAMPING: L 326 1965
 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 = OCTOBER  6, 2006
 JA0513 ***********************************************************************
 JA0513  DESIGNATION -  L 327
 JA0513  PID         -  JA0513
 JA0513  STATE/COUNTY-  IN/PERRY
 JA0513  USGS QUAD   -  ALTON (1993)
 JA0513
 JA0513                         *CURRENT SURVEY CONTROL
 JA0513  ___________________________________________________________________
 JA0513* NAD 83(1986)-  38 04 38.     (N)    086 29 23.     (W)     SCALED    
 JA0513* NAVD 88     -       128.806  (meters)     422.59   (feet)  ADJUSTED  
 JA0513  ___________________________________________________________________
 JA0513  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 JA0513  DYNAMIC HT  -         128.715 (meters)     422.29  (feet)  COMP
 JA0513  MODELED GRAV-     979,916.6   (mgal)                       NAVD 88
 JA0513
 JA0513  VERT ORDER  -  FIRST     CLASS II
 JA0513
 JA0513.The horizontal coordinates were scaled from a topographic map and have
 JA0513.an estimated accuracy of +/- 6 seconds.
 JA0513
 JA0513.The orthometric height was determined by differential leveling
 JA0513.and adjusted by the National Geodetic Survey in June 1991..
 JA0513
 JA0513.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0513.See file dsdata.txt to determine how the superseded data were derived.
 JA0513
 JA0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH447145(NAD 83)
 JA0513_MARKER: DB = BENCH MARK DISK
 JA0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0513_STAMPING: L 327 1965
 JA0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0513+STABILITY: SURFACE MOTION
 JA0513
 JA0513  HISTORY     - Date     Condition        Report By
 JA0513  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0554 ***********************************************************************
 JA0554  DESIGNATION -  L 328
 JA0554  PID         -  JA0554
 JA0554  STATE/COUNTY-  IN/DUBOIS
 JA0554  USGS QUAD   -  SAINT ANTHONY (1990)
 JA0554
 JA0554                         *CURRENT SURVEY CONTROL
 JA0554  ___________________________________________________________________
 JA0554* NAD 83(1986)-  38 18 23.     (N)    086 46 08.     (W)     SCALED    
 JA0554* NAVD 88     -       158.265  (meters)     519.24   (feet)  ADJUSTED  
 JA0554  ___________________________________________________________________
 JA0554  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JA0554  DYNAMIC HT  -         158.156 (meters)     518.88  (feet)  COMP
 JA0554  MODELED GRAV-     979,940.5   (mgal)                       NAVD 88
 JA0554
 JA0554  VERT ORDER  -  FIRST     CLASS II
 JA0554
 JA0554.The horizontal coordinates were scaled from a topographic map and have
 JA0554.an estimated accuracy of +/- 6 seconds.
 JA0554
 JA0554.The orthometric height was determined by differential leveling
 JA0554.and adjusted by the National Geodetic Survey in June 1991..
 JA0554
 JA0554.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0554.See file dsdata.txt to determine how the superseded data were derived.
 JA0554
 JA0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH202398(NAD 83)
 JA0554_MARKER: DB = BENCH MARK DISK
 JA0554_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0554_SP_SET: CULVERT
 JA0554_STAMPING: L 328 1965
 JA0554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JA0638 ***********************************************************************
 JA0638  DESIGNATION -  L 329
 JA0638  PID         -  JA0638
 JA0638  STATE/COUNTY-  IN/SPENCER
 JA0638  USGS QUAD   -  FULDA (1978)
 JA0638
 JA0638                         *CURRENT SURVEY CONTROL
 JA0638  ___________________________________________________________________
 JA0638* NAD 83(1986)-  38 00 05.     (N)    086 51 00.     (W)     SCALED    
 JA0638* NAVD 88     -       123.602  (meters)     405.52   (feet)  ADJUSTED  
 JA0638  ___________________________________________________________________
 JA0638  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 JA0638  DYNAMIC HT  -         123.518 (meters)     405.24  (feet)  COMP
 JA0638  MODELED GRAV-     979,943.8   (mgal)                       NAVD 88
 JA0638
 JA0638  VERT ORDER  -  FIRST     CLASS II
 JA0638
 JA0638.The horizontal coordinates were scaled from a topographic map and have
 JA0638.an estimated accuracy of +/- 6 seconds.
 JA0638
 JA0638.The orthometric height was determined by differential leveling
 JA0638.and adjusted by the National Geodetic Survey in June 1991..
 JA0638
 JA0638.The geoid height was determined by GEOID03.
 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     -   305,670.      920,490.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0638.See file dsdata.txt to determine how the superseded data were derived.
 JA0638
 JA0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH131059(NAD 83)
 JA0638_MARKER: DB = BENCH MARK DISK
 JA0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0638_STAMPING: L 329 1965
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0896 ***********************************************************************
 KA0896  DESIGNATION -  L 33
 KA0896  PID         -  KA0896
 KA0896  STATE/COUNTY-  IN/PARKE
 KA0896  USGS QUAD   -  ROCKVILLE (1978)
 KA0896
 KA0896                         *CURRENT SURVEY CONTROL
 KA0896  ___________________________________________________________________
 KA0896* NAD 83(1986)-  39 46 25.     (N)    087 10 18.     (W)     SCALED    
 KA0896* NAVD 88     -       178.833  (meters)     586.72   (feet)  ADJUSTED  
 KA0896  ___________________________________________________________________
 KA0896  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KA0896  DYNAMIC HT  -         178.732 (meters)     586.39  (feet)  COMP
 KA0896  MODELED GRAV-     980,055.5   (mgal)                       NAVD 88
 KA0896
 KA0896  VERT ORDER  -  SECOND    CLASS 0
 KA0896
 KA0896.The horizontal coordinates were scaled from a topographic map and have
 KA0896.an estimated accuracy of +/- 6 seconds.
 KA0896
 KA0896.The orthometric height was determined by differential leveling
 KA0896.and adjusted by the National Geodetic Survey in June 1991..
 KA0896
 KA0896.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0896.See file dsdata.txt to determine how the superseded data were derived.
 KA0896
 KA0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK852026(NAD 83)
 KA0896_MARKER: DB = BENCH MARK DISK
 KA0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0896_STAMPING: L 33 1934
 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             NGS
 KA0896
 KA0896                          STATION DESCRIPTION
 KA0896
 KA0896'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB2389 ***********************************************************************
 LB2389  DESIGNATION -  L 33 CASS INHC
 LB2389  PID         -  LB2389
 LB2389  STATE/COUNTY-  IN/CASS
 LB2389  USGS QUAD   -  ONWARD (1994)
 LB2389
 LB2389                         *CURRENT SURVEY CONTROL
 LB2389  ___________________________________________________________________
 LB2389* NAD 83(1997)-  40 38 06.01670(N)    086 13 28.21404(W)     ADJUSTED  
 LB2389* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 LB2389  ___________________________________________________________________
 LB2389  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 LB2389  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 LB2389
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2389
 LB2389.The geoid height was determined by GEOID03.
 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     -   0.99996743  x   0.99999407  =   0.99996150
 LB2389!UTM  16      -   0.99996743  x   0.99965293  =   0.99962037
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2389.See file dsdata.txt to determine how the superseded data were derived.
 LB2389
 LB2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6557998529(NAD 83)
 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 = OCTOBER  6, 2006
 JA0634 ***********************************************************************
 JA0634  DESIGNATION -  L 330
 JA0634  PID         -  JA0634
 JA0634  STATE/COUNTY-  IN/PERRY
 JA0634  USGS QUAD   -  DERBY (1993)
 JA0634
 JA0634                         *CURRENT SURVEY CONTROL
 JA0634  ___________________________________________________________________
 JA0634* NAD 83(1986)-  38 00 02.     (N)    086 31 57.     (W)     SCALED    
 JA0634* NAVD 88     -       123.588  (meters)     405.47   (feet)  ADJUSTED  
 JA0634  ___________________________________________________________________
 JA0634  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JA0634  DYNAMIC HT  -         123.499 (meters)     405.18  (feet)  COMP
 JA0634  MODELED GRAV-     979,907.9   (mgal)                       NAVD 88
 JA0634
 JA0634  VERT ORDER  -  FIRST     CLASS II
 JA0634
 JA0634.The horizontal coordinates were scaled from a topographic map and have
 JA0634.an estimated accuracy of +/- 6 seconds.
 JA0634
 JA0634.The orthometric height was determined by differential leveling
 JA0634.and adjusted by the National Geodetic Survey in June 1991..
 JA0634
 JA0634.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0634.See file dsdata.txt to determine how the superseded data were derived.
 JA0634
 JA0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH410059(NAD 83)
 JA0634_MARKER: DB = BENCH MARK DISK
 JA0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0634_STAMPING: L 330 1965
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0995 ***********************************************************************
 JA0995  DESIGNATION -  L 331
 JA0995  PID         -  JA0995
 JA0995  STATE/COUNTY-  IN/PIKE
 JA0995  USGS QUAD   -  WINSLOW (1980)
 JA0995
 JA0995                         *CURRENT SURVEY CONTROL
 JA0995  ___________________________________________________________________
 JA0995* NAD 83(1986)-  38 22 43.     (N)    087 10 54.     (W)     SCALED    
 JA0995* NAVD 88     -       132.137  (meters)     433.52   (feet)  ADJUSTED  
 JA0995  ___________________________________________________________________
 JA0995  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 JA0995  DYNAMIC HT  -         132.050 (meters)     433.23  (feet)  COMP
 JA0995  MODELED GRAV-     979,969.9   (mgal)                       NAVD 88
 JA0995
 JA0995  VERT ORDER  -  FIRST     CLASS II
 JA0995
 JA0995.The horizontal coordinates were scaled from a topographic map and have
 JA0995.an estimated accuracy of +/- 6 seconds.
 JA0995
 JA0995.The orthometric height was determined by differential leveling
 JA0995.and adjusted by the National Geodetic Survey in June 1991..
 JA0995
 JA0995.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0995.See file dsdata.txt to determine how the superseded data were derived.
 JA0995
 JA0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH841478(NAD 83)
 JA0995_MARKER: DB = BENCH MARK DISK
 JA0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0995_STAMPING: L 331 1965
 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 = OCTOBER  6, 2006
 MD0248 ***********************************************************************
 MD0248  DESIGNATION -  L 332
 MD0248  PID         -  MD0248
 MD0248  STATE/COUNTY-  IN/ALLEN
 MD0248  USGS QUAD   -  WOODBURN SOUTH (1992)
 MD0248
 MD0248                         *CURRENT SURVEY CONTROL
 MD0248  ___________________________________________________________________
 MD0248* NAD 83(1986)-  41 04 28.     (N)    084 49 38.     (W)     SCALED    
 MD0248* NAVD 88     -       230.689  (meters)     756.85   (feet)  ADJUSTED  
 MD0248  ___________________________________________________________________
 MD0248  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MD0248  DYNAMIC HT  -         230.594 (meters)     756.54  (feet)  COMP
 MD0248  MODELED GRAV-     980,207.9   (mgal)                       NAVD 88
 MD0248
 MD0248  VERT ORDER  -  FIRST     CLASS I
 MD0248
 MD0248.The horizontal coordinates were scaled from a topographic map and have
 MD0248.an estimated accuracy of +/- 6 seconds.
 MD0248
 MD0248.The orthometric height was determined by differential leveling
 MD0248.and adjusted by the National Geodetic Survey in June 1991..
 MD0248
 MD0248.The geoid height was determined by GEOID03.
 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     -   647,170.      170,550.      MT  (+/- 180 meters Scaled)
 MD0248
 MD0248                          SUPERSEDED SURVEY CONTROL
 MD0248
 MD0248  NGVD 29 (01/19/93)  230.847  (m)          757.37   (f) ADJUSTED    1 1
 MD0248
 MD0248.Superseded values are not recommended for survey control.
 MD0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0248.See file dsdata.txt to determine how the superseded data were derived.
 MD0248
 MD0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL825492(NAD 83)
 MD0248_MARKER: DB = BENCH MARK DISK
 MD0248_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD0248_SP_SET: COPPER-CLAD STEEL ROD
 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 = OCTOBER  6, 2006
 MD0669 ***********************************************************************
 MD0669  DESIGNATION -  L 333
 MD0669  PID         -  MD0669
 MD0669  STATE/COUNTY-  IN/WHITLEY
 MD0669  USGS QUAD   -  COLUMBIA CITY (1981)
 MD0669
 MD0669                         *CURRENT SURVEY CONTROL
 MD0669  ___________________________________________________________________
 MD0669* NAD 83(1986)-  41 07 54.     (N)    085 24 54.     (W)     SCALED    
 MD0669* NAVD 88     -       250.161  (meters)     820.74   (feet)  ADJUSTED  
 MD0669  ___________________________________________________________________
 MD0669  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 MD0669  DYNAMIC HT  -         250.065 (meters)     820.42  (feet)  COMP
 MD0669  MODELED GRAV-     980,232.6   (mgal)                       NAVD 88
 MD0669
 MD0669  VERT ORDER  -  FIRST     CLASS I
 MD0669
 MD0669.The horizontal coordinates were scaled from a topographic map and have
 MD0669.an estimated accuracy of +/- 6 seconds.
 MD0669
 MD0669.The orthometric height was determined by differential leveling
 MD0669.and adjusted by the National Geodetic Survey in April 1995..
 MD0669
 MD0669.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD0669
 MD0669  NAVD 88 (06/15/91)  250.167  (m)          820.76   (f) UNKNOWN     1 1
 MD0669  NGVD 29 (01/19/93)  250.315  (m)          821.24   (f) ADJUSTED    1 1
 MD0669
 MD0669.Superseded values are not recommended for survey control.
 MD0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0669.See file dsdata.txt to determine how the superseded data were derived.
 MD0669
 MD0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL330545(NAD 83)
 MD0669_MARKER: DB = BENCH MARK DISK
 MD0669_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD0669_SP_SET: COPPER-CLAD STEEL ROD
 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 = OCTOBER  6, 2006
 ME0252 ***********************************************************************
 ME0252  DESIGNATION -  L 334
 ME0252  PID         -  ME0252
 ME0252  STATE/COUNTY-  IN/MARSHALL
 ME0252  USGS QUAD   -  INWOOD (1994)
 ME0252
 ME0252                         *CURRENT SURVEY CONTROL
 ME0252  ___________________________________________________________________
 ME0252* NAD 83(1986)-  41 19 00.     (N)    086 12 28.     (W)     SCALED    
 ME0252* NAVD 88     -       255.970  (meters)     839.79   (feet)  ADJUSTED  
 ME0252  ___________________________________________________________________
 ME0252  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME0252  DYNAMIC HT  -         255.861 (meters)     839.44  (feet)  COMP
 ME0252  MODELED GRAV-     980,189.9   (mgal)                       NAVD 88
 ME0252
 ME0252  VERT ORDER  -  FIRST     CLASS I
 ME0252
 ME0252.The horizontal coordinates were scaled from a topographic map and have
 ME0252.an estimated accuracy of +/- 6 seconds.
 ME0252
 ME0252.The orthometric height was determined by differential leveling
 ME0252.and adjusted by the National Geodetic Survey in April 1995..
 ME0252
 ME0252.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0252
 ME0252  NAVD 88 (06/15/91)  255.997  (m)          839.88   (f) UNKNOWN     1 1
 ME0252  NGVD 29 (01/19/93)  256.093  (m)          840.20   (f) ADJUSTED    1 1
 ME0252
 ME0252.Superseded values are not recommended for survey control.
 ME0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0252.See file dsdata.txt to determine how the superseded data were derived.
 ME0252
 ME0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL663742(NAD 83)
 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 = OCTOBER  6, 2006
 ME0225 ***********************************************************************
 ME0225  DESIGNATION -  L 335
 ME0225  PID         -  ME0225
 ME0225  STATE/COUNTY-  IN/MARSHALL
 ME0225  USGS QUAD   -  BOURBON (1994)
 ME0225
 ME0225                         *CURRENT SURVEY CONTROL
 ME0225  ___________________________________________________________________
 ME0225* NAD 83(1986)-  41 16 48.     (N)    086 03 27.     (W)     SCALED    
 ME0225* NAVD 88     -       248.621  (meters)     815.68   (feet)  ADJUSTED  
 ME0225  ___________________________________________________________________
 ME0225  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ME0225  DYNAMIC HT  -         248.518 (meters)     815.35  (feet)  COMP
 ME0225  MODELED GRAV-     980,202.6   (mgal)                       NAVD 88
 ME0225
 ME0225  VERT ORDER  -  FIRST     CLASS I
 ME0225
 ME0225.The horizontal coordinates were scaled from a topographic map and have
 ME0225.an estimated accuracy of +/- 6 seconds.
 ME0225
 ME0225.The orthometric height was determined by differential leveling
 ME0225.and adjusted by the National Geodetic Survey in June 1991..
 ME0225
 ME0225.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0225.See file dsdata.txt to determine how the superseded data were derived.
 ME0225
 ME0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL789702(NAD 83)
 ME0225_MARKER: DB = BENCH MARK DISK
 ME0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0225_STAMPING: L 335 1968
 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 = OCTOBER  6, 2006
 ME0966 ***********************************************************************
 ME0966  DESIGNATION -  L 336
 ME0966  PID         -  ME0966
 ME0966  STATE/COUNTY-  IN/PORTER
 ME0966  USGS QUAD   -  PORTAGE (1992)
 ME0966
 ME0966                         *CURRENT SURVEY CONTROL
 ME0966  ___________________________________________________________________
 ME0966* NAD 83(1986)-  41 30 47.     (N)    087 11 06.     (W)     SCALED    
 ME0966* NAVD 88     -       199.866  (meters)     655.73   (feet)  ADJUSTED  
 ME0966  ___________________________________________________________________
 ME0966  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME0966  DYNAMIC HT  -         199.789 (meters)     655.47  (feet)  COMP
 ME0966  MODELED GRAV-     980,232.1   (mgal)                       NAVD 88
 ME0966
 ME0966  VERT ORDER  -  FIRST     CLASS I
 ME0966
 ME0966.The horizontal coordinates were scaled from a topographic map and have
 ME0966.an estimated accuracy of +/- 6 seconds.
 ME0966
 ME0966.The orthometric height was determined by differential leveling
 ME0966.and adjusted by the National Geodetic Survey in April 1995..
 ME0966
 ME0966.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0966
 ME0966  NAVD 88 (06/15/91)  199.874  (m)          655.75   (f) UNKNOWN     1 1
 ME0966  NGVD 29 (01/19/93)  199.964  (m)          656.05   (f) ADJUSTED    1 1
 ME0966
 ME0966.Superseded values are not recommended for survey control.
 ME0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0966.See file dsdata.txt to determine how the superseded data were derived.
 ME0966
 ME0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL845957(NAD 83)
 ME0966_MARKER: DB = BENCH MARK DISK
 ME0966_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME0966_SP_SET: COPPER-CLAD STEEL ROD
 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 - September 06, 1992
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1632 ***********************************************************************
 LB1632  DESIGNATION -  L 34
 LB1632  PID         -  LB1632
 LB1632  STATE/COUNTY-  IN/FOUNTAIN
 LB1632  USGS QUAD   -  VEEDERSBURG (1967)
 LB1632
 LB1632                         *CURRENT SURVEY CONTROL
 LB1632  ___________________________________________________________________
 LB1632* NAD 83(1986)-  40 06 43.     (N)    087 15 20.     (W)     SCALED    
 LB1632* NAVD 88     -       183.094  (meters)     600.70   (feet)  ADJUSTED  
 LB1632  ___________________________________________________________________
 LB1632  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LB1632  DYNAMIC HT  -         182.998 (meters)     600.39  (feet)  COMP
 LB1632  MODELED GRAV-     980,100.4   (mgal)                       NAVD 88
 LB1632
 LB1632  VERT ORDER  -  SECOND    CLASS 0
 LB1632
 LB1632.The horizontal coordinates were scaled from a topographic map and have
 LB1632.an estimated accuracy of +/- 6 seconds.
 LB1632
 LB1632.The orthometric height was determined by differential leveling
 LB1632.and adjusted by the National Geodetic Survey in June 1991..
 LB1632
 LB1632.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1632.See file dsdata.txt to determine how the superseded data were derived.
 LB1632
 LB1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK782402(NAD 83)
 LB1632_MARKER: DB = BENCH MARK DISK
 LB1632_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1632_SP_SET: BRIDGE
 LB1632_STAMPING: L 34 1934
 LB1632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1632
 LB1632  HISTORY     - Date     Condition        Report By
 LB1632  HISTORY     - 1934     MONUMENTED       CGS
 LB1632  HISTORY     - 1946     GOOD             NGS
 LB1632
 LB1632                          STATION DESCRIPTION
 LB1632
 LB1632'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME2119 ***********************************************************************
 ME2119  DESIGNATION -  L 349
 ME2119  PID         -  ME2119
 ME2119  STATE/COUNTY-  IN/LAKE
 ME2119  USGS QUAD   -  GARY (1991)
 ME2119
 ME2119                         *CURRENT SURVEY CONTROL
 ME2119  ___________________________________________________________________
 ME2119* NAD 83(1986)-  41 36 30.     (N)    087 20 11.     (W)     SCALED    
 ME2119* NAVD 88     -       182.504  (meters)     598.77   (feet)  ADJUSTED  
 ME2119  ___________________________________________________________________
 ME2119  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME2119  DYNAMIC HT  -         182.437 (meters)     598.55  (feet)  COMP
 ME2119  MODELED GRAV-     980,252.2   (mgal)                       NAVD 88
 ME2119
 ME2119  VERT ORDER  -  FIRST     CLASS II
 ME2119
 ME2119.The horizontal coordinates were scaled from a topographic map and have
 ME2119.an estimated accuracy of +/- 6 seconds.
 ME2119
 ME2119.The orthometric height was determined by differential leveling
 ME2119.and adjusted by the National Geodetic Survey in June 1991..
 ME2119
 ME2119.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2119
 ME2119  NGVD 29 (01/19/93)  182.619  (m)          599.14   (f) ADJUSTED    1 2
 ME2119
 ME2119.Superseded values are not recommended for survey control.
 ME2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2119.See file dsdata.txt to determine how the superseded data were derived.
 ME2119
 ME2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM719063(NAD 83)
 ME2119_MARKER: I = METAL ROD
 ME2119_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ME2119+WITH SETTING: INFORMATION.
 ME2119_SP_SET: SHALLOW-SET METAL ROD
 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 = OCTOBER  6, 2006
 LA0755 ***********************************************************************
 LA0755  DESIGNATION -  L 35
 LA0755  PID         -  LA0755
 LA0755  STATE/COUNTY-  IN/WELLS
 LA0755  USGS QUAD   -  UNIONDALE (1988)
 LA0755
 LA0755                         *CURRENT SURVEY CONTROL
 LA0755  ___________________________________________________________________
 LA0755* NAD 83(1986)-  40 49 53.     (N)    085 07 51.     (W)     SCALED    
 LA0755* NAVD 88     -       253.872  (meters)     832.91   (feet)  ADJUSTED  
 LA0755  ___________________________________________________________________
 LA0755  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 LA0755  DYNAMIC HT  -         253.755 (meters)     832.53  (feet)  COMP
 LA0755  MODELED GRAV-     980,159.7   (mgal)                       NAVD 88
 LA0755
 LA0755  VERT ORDER  -  SECOND    CLASS 0
 LA0755
 LA0755.The horizontal coordinates were scaled from a topographic map and have
 LA0755.an estimated accuracy of +/- 6 seconds.
 LA0755
 LA0755.The orthometric height was determined by differential leveling
 LA0755.and adjusted by the National Geodetic Survey in June 1991..
 LA0755
 LA0755.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0755.See file dsdata.txt to determine how the superseded data were derived.
 LA0755
 LA0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL576217(NAD 83)
 LA0755_MARKER: DB = BENCH MARK DISK
 LA0755_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0755_SP_SET: ABUTMENT
 LA0755_STAMPING: L 35 1934
 LA0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0755
 LA0755  HISTORY     - Date     Condition        Report By
 LA0755  HISTORY     - 1934     MONUMENTED       CGS
 LA0755  HISTORY     - 1947     GOOD             NGS
 LA0755
 LA0755                          STATION DESCRIPTION
 LA0755
 LA0755'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1642 ***********************************************************************
 KA1642  DESIGNATION -  L 350
 KA1642  PID         -  KA1642
 KA1642  STATE/COUNTY-  IN/MARION
 KA1642  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA1642
 KA1642                         *CURRENT SURVEY CONTROL
 KA1642  ___________________________________________________________________
 KA1642* NAD 83(1986)-  39 45 52.     (N)    086 10 20.     (W)     SCALED    
 KA1642* NAVD 88     -       215.323  (meters)     706.44   (feet)  ADJUSTED  
 KA1642  ___________________________________________________________________
 KA1642  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KA1642  DYNAMIC HT  -         215.205 (meters)     706.05  (feet)  COMP
 KA1642  MODELED GRAV-     980,071.2   (mgal)                       NAVD 88
 KA1642
 KA1642  VERT ORDER  -  FIRST     CLASS II
 KA1642
 KA1642.The horizontal coordinates were scaled from a topographic map and have
 KA1642.an estimated accuracy of +/- 6 seconds.
 KA1642
 KA1642.The orthometric height was determined by differential leveling
 KA1642.and adjusted by the National Geodetic Survey in June 1991..
 KA1642
 KA1642.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 KA1642;SPC IN E     -   501,490.       56,680.      MT  (+/- 180 meters Scaled)
 KA1642
 KA1642                          SUPERSEDED SURVEY CONTROL
 KA1642
 KA1642.No superseded survey control is available for this station.
 KA1642
 KA1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK709019(NAD 83)
 KA1642_MARKER: I = METAL ROD
 KA1642_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1642_SP_SET: STAINLESS STEEL ROD
 KA1642_STAMPING: L 350 1985
 KA1642_MARK LOGO: NGS   
 KA1642_PROJECTION: RECESSED 2 CENTIMETERS
 KA1642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1642_ROD/PIPE-DEPTH: 23.2 meters
 KA1642
 KA1642  HISTORY     - Date     Condition        Report By
 KA1642  HISTORY     - 1985     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1680 ***********************************************************************
 KA1680  DESIGNATION -  L 351
 KA1680  PID         -  KA1680
 KA1680  STATE/COUNTY-  IN/CLAY
 KA1680  USGS QUAD   -  BRAZIL EAST (1986)
 KA1680
 KA1680                         *CURRENT SURVEY CONTROL
 KA1680  ___________________________________________________________________
 KA1680* NAD 83(1986)-  39 32 22.     (N)    087 03 28.     (W)     SCALED    
 KA1680* NAVD 88     -       211.718  (meters)     694.61   (feet)  ADJUSTED  
 KA1680  ___________________________________________________________________
 KA1680  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KA1680  DYNAMIC HT  -         211.597 (meters)     694.21  (feet)  COMP
 KA1680  MODELED GRAV-     980,047.3   (mgal)                       NAVD 88
 KA1680
 KA1680  VERT ORDER  -  FIRST     CLASS II
 KA1680
 KA1680.The horizontal coordinates were scaled from a topographic map and have
 KA1680.an estimated accuracy of +/- 6 seconds.
 KA1680
 KA1680.The orthometric height was determined by differential leveling
 KA1680.and adjusted by the National Geodetic Survey in June 1991..
 KA1680
 KA1680.The geoid height was determined by GEOID03.
 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     -   476,380.      902,200.      MT  (+/- 180 meters Scaled)
 KA1680
 KA1680                          SUPERSEDED SURVEY CONTROL
 KA1680
 KA1680.No superseded survey control is available for this station.
 KA1680
 KA1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ950766(NAD 83)
 KA1680_MARKER: I = METAL ROD
 KA1680_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1680_SP_SET: STAINLESS STEEL ROD
 KA1680_STAMPING: L 351 1985
 KA1680_MARK LOGO: NGS   
 KA1680_PROJECTION: FLUSH
 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 = OCTOBER  6, 2006
 KA1689 ***********************************************************************
 KA1689  DESIGNATION -  L 352
 KA1689  PID         -  KA1689
 KA1689  STATE/COUNTY-  IN/VIGO
 KA1689  USGS QUAD   -  SEELYVILLE (1986)
 KA1689
 KA1689                         *CURRENT SURVEY CONTROL
 KA1689  ___________________________________________________________________
 KA1689* NAD 83(1986)-  39 28 17.     (N)    087 22 28.     (W)     SCALED    
 KA1689* NAVD 88     -       152.968  (meters)     501.86   (feet)  ADJUSTED  
 KA1689  ___________________________________________________________________
 KA1689  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KA1689  DYNAMIC HT  -         152.881 (meters)     501.58  (feet)  COMP
 KA1689  MODELED GRAV-     980,056.1   (mgal)                       NAVD 88
 KA1689
 KA1689  VERT ORDER  -  FIRST     CLASS II
 KA1689
 KA1689.The horizontal coordinates were scaled from a topographic map and have
 KA1689.an estimated accuracy of +/- 6 seconds.
 KA1689
 KA1689.The orthometric height was determined by differential leveling
 KA1689.and adjusted by the National Geodetic Survey in June 1991..
 KA1689
 KA1689.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1689
 KA1689.No superseded survey control is available for this station.
 KA1689
 KA1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ677691(NAD 83)
 KA1689_MARKER: I = METAL ROD
 KA1689_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1689_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1705 ***********************************************************************
 KA1705  DESIGNATION -  L 353
 KA1705  PID         -  KA1705
 KA1705  STATE/COUNTY-  IN/CLAY
 KA1705  USGS QUAD   -  CLAY CITY (1986)
 KA1705
 KA1705                         *CURRENT SURVEY CONTROL
 KA1705  ___________________________________________________________________
 KA1705* NAD 83(1986)-  39 20 17.     (N)    087 06 36.     (W)     SCALED    
 KA1705* NAVD 88     -       170.523  (meters)     559.46   (feet)  ADJUSTED  
 KA1705  ___________________________________________________________________
 KA1705  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KA1705  DYNAMIC HT  -         170.424 (meters)     559.13  (feet)  COMP
 KA1705  MODELED GRAV-     980,045.8   (mgal)                       NAVD 88
 KA1705
 KA1705  VERT ORDER  -  FIRST     CLASS II
 KA1705
 KA1705.The horizontal coordinates were scaled from a topographic map and have
 KA1705.an estimated accuracy of +/- 6 seconds.
 KA1705
 KA1705.The orthometric height was determined by differential leveling
 KA1705.and adjusted by the National Geodetic Survey in June 1991..
 KA1705
 KA1705.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1705
 KA1705.No superseded survey control is available for this station.
 KA1705
 KA1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ905542(NAD 83)
 KA1705_MARKER: I = METAL ROD
 KA1705_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1705_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 JA1615 ***********************************************************************
 JA1615  DESIGNATION -  L 354
 JA1615  PID         -  JA1615
 JA1615  STATE/COUNTY-  IN/GREENE
 JA1615  USGS QUAD   -  LYONS (1978)
 JA1615
 JA1615                         *CURRENT SURVEY CONTROL
 JA1615  ___________________________________________________________________
 JA1615* NAD 83(1986)-  38 54 11.     (N)    087 03 28.     (W)     SCALED    
 JA1615* NAVD 88     -       145.871  (meters)     478.58   (feet)  ADJUSTED  
 JA1615  ___________________________________________________________________
 JA1615  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JA1615  DYNAMIC HT  -         145.781 (meters)     478.28  (feet)  COMP
 JA1615  MODELED GRAV-     980,008.2   (mgal)                       NAVD 88
 JA1615
 JA1615  VERT ORDER  -  FIRST     CLASS II
 JA1615
 JA1615.The horizontal coordinates were scaled from a topographic map and have
 JA1615.an estimated accuracy of +/- 6 seconds.
 JA1615
 JA1615.The orthometric height was determined by differential leveling
 JA1615.and adjusted by the National Geodetic Survey in June 1991..
 JA1615
 JA1615.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1615
 JA1615.No superseded survey control is available for this station.
 JA1615
 JA1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ949060(NAD 83)
 JA1615_MARKER: I = METAL ROD
 JA1615_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1615_SP_SET: STAINLESS STEEL ROD
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1636 ***********************************************************************
 KA1636  DESIGNATION -  L 355
 KA1636  PID         -  KA1636
 KA1636  STATE/COUNTY-  IN/MARION
 KA1636  USGS QUAD   -  BEECH GROVE (1980)
 KA1636
 KA1636                         *CURRENT SURVEY CONTROL
 KA1636  ___________________________________________________________________
 KA1636* NAD 83(1986)-  39 43 31.     (N)    086 02 49.     (W)     SCALED    
 KA1636* NAVD 88     -       265.290  (meters)     870.37   (feet)  ADJUSTED  
 KA1636  ___________________________________________________________________
 KA1636  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 KA1636  DYNAMIC HT  -         265.139 (meters)     869.88  (feet)  COMP
 KA1636  MODELED GRAV-     980,051.6   (mgal)                       NAVD 88
 KA1636
 KA1636  VERT ORDER  -  FIRST     CLASS II
 KA1636
 KA1636.The horizontal coordinates were scaled from a topographic map and have
 KA1636.an estimated accuracy of +/- 6 seconds.
 KA1636
 KA1636.The orthometric height was determined by differential leveling
 KA1636.and adjusted by the National Geodetic Survey in June 1991..
 KA1636
 KA1636.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1636
 KA1636.No superseded survey control is available for this station.
 KA1636
 KA1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ816977(NAD 83)
 KA1636_MARKER: DB = BENCH MARK 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: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA1636+STABILITY: 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 = OCTOBER  6, 2006
 JA1598 ***********************************************************************
 JA1598  CBN         -  This is a Cooperative Base Network Control Station.
 JA1598  DESIGNATION -  L 356
 JA1598  PID         -  JA1598
 JA1598  STATE/COUNTY-  IN/GIBSON
 JA1598  USGS QUAD   -  ELBERFELD (1988)
 JA1598
 JA1598                         *CURRENT SURVEY CONTROL
 JA1598  ___________________________________________________________________
 JA1598* NAD 83(1997)-  38 10 20.88578(N)    087 28 08.49850(W)     ADJUSTED  
 JA1598* NAVD 88     -       139.319  (meters)     457.08   (feet)  ADJUSTED  
 JA1598  ___________________________________________________________________
 JA1598  X           -     221,711.549 (meters)                     COMP
 JA1598  Y           -  -5,015,807.804 (meters)                     COMP
 JA1598  Z           -   3,920,578.352 (meters)                     COMP
 JA1598  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 JA1598  ELLIP HEIGHT-         107.99  (meters)          (04/10/98) GPS OBS
 JA1598  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JA1598  DYNAMIC HT  -         139.225 (meters)     456.77  (feet)  COMP
 JA1598  MODELED GRAV-     979,951.1   (mgal)                       NAVD 88
 JA1598
 JA1598  HORZ ORDER  -  B
 JA1598  VERT ORDER  -  FIRST     CLASS II
 JA1598  ELLP ORDER  -  FOURTH    CLASS I
 JA1598
 JA1598.The horizontal coordinates were established by GPS observations
 JA1598.and adjusted by the National Geodetic Survey in April 1998..
 JA1598
 JA1598.The orthometric height was determined by differential leveling
 JA1598.and adjusted by the National Geodetic Survey in June 1991..
 JA1598
 JA1598.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA1598
 JA1598.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1598
 JA1598.The ellipsoidal height was determined by GPS observations
 JA1598.and is referenced to NAD 83.
 JA1598
 JA1598.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JA1598;SPC IN W     -   324,707.343   866,204.102   MT  0.99998073   -0 14 18.1
 JA1598;SPC IN W     - 1,065,310.67  2,841,871.29   sFT  0.99998073   -0 14 18.1
 JA1598;UTM  16      - 4,225,054.940   458,917.170   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  =   0.99996379
 JA1598!UTM  16      -   0.99998306  x   0.99962079  =   0.99960385
 JA1598
 JA1598                          SUPERSEDED SURVEY CONTROL
 JA1598
 JA1598  NAVD 88 (04/10/98)  139.32   (m)          457.1    (f) LEVELING    3  
 JA1598
 JA1598.Superseded values are not recommended for survey control.
 JA1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1598.See file dsdata.txt to determine how the superseded data were derived.
 JA1598
 JA1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5891725055(NAD 83)
 JA1598_MARKER: I = METAL ROD
 JA1598_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1598_SP_SET: STAINLESS STEEL ROD
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2842 ***********************************************************************
 JZ2842  DESIGNATION -  L 357
 JZ2842  PID         -  JZ2842
 JZ2842  STATE/COUNTY-  IN/SHELBY
 JZ2842  USGS QUAD   -  RAYS CROSSING (1993)
 JZ2842
 JZ2842                         *CURRENT SURVEY CONTROL
 JZ2842  ___________________________________________________________________
 JZ2842* NAD 83(1986)-  39 30 31.     (N)    085 42 26.     (W)     SCALED    
 JZ2842* NAVD 88     -       250.409  (meters)     821.55   (feet)  ADJUSTED  
 JZ2842  ___________________________________________________________________
 JZ2842  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JZ2842  DYNAMIC HT  -         250.259 (meters)     821.06  (feet)  COMP
 JZ2842  MODELED GRAV-     980,025.0   (mgal)                       NAVD 88
 JZ2842
 JZ2842  VERT ORDER  -  FIRST     CLASS II
 JZ2842
 JZ2842.The horizontal coordinates were scaled from a topographic map and have
 JZ2842.an estimated accuracy of +/- 6 seconds.
 JZ2842
 JZ2842.The orthometric height was determined by differential leveling
 JZ2842.and adjusted by the National Geodetic Survey in June 1991..
 JZ2842
 JZ2842.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ2842
 JZ2842.No superseded survey control is available for this station.
 JZ2842
 JZ2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ111740(NAD 83)
 JZ2842_MARKER: I = METAL ROD
 JZ2842_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2842_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 JZ2816 ***********************************************************************
 JZ2816  DESIGNATION -  L 358
 JZ2816  PID         -  JZ2816
 JZ2816  STATE/COUNTY-  IN/RIPLEY
 JZ2816  USGS QUAD   -  BATESVILLE (1993)
 JZ2816
 JZ2816                         *CURRENT SURVEY CONTROL
 JZ2816  ___________________________________________________________________
 JZ2816* NAD 83(1986)-  39 17 32.     (N)    085 13 17.     (W)     SCALED    
 JZ2816* NAVD 88     -       297.288  (meters)     975.35   (feet)  ADJUSTED  
 JZ2816  ___________________________________________________________________
 JZ2816  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ2816  DYNAMIC HT  -         297.101 (meters)     974.74  (feet)  COMP
 JZ2816  MODELED GRAV-     979,992.7   (mgal)                       NAVD 88
 JZ2816
 JZ2816  VERT ORDER  -  FIRST     CLASS II
 JZ2816
 JZ2816.The horizontal coordinates were scaled from a topographic map and have
 JZ2816.an estimated accuracy of +/- 6 seconds.
 JZ2816
 JZ2816.The orthometric height was determined by differential leveling
 JZ2816.and adjusted by the National Geodetic Survey in June 1991..
 JZ2816
 JZ2816.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ2816
 JZ2816.No superseded survey control is available for this station.
 JZ2816
 JZ2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ533507(NAD 83)
 JZ2816_MARKER: I = METAL ROD
 JZ2816_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2816_SP_SET: STAINLESS STEEL ROD
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2799 ***********************************************************************
 JZ2799  DESIGNATION -  L 359
 JZ2799  PID         -  JZ2799
 JZ2799  STATE/COUNTY-  IN/DEARBORN
 JZ2799  USGS QUAD   -  GUILFORD (1983)
 JZ2799
 JZ2799                         *CURRENT SURVEY CONTROL
 JZ2799  ___________________________________________________________________
 JZ2799* NAD 83(1986)-  39 12 28.     (N)    084 55 48.     (W)     SCALED    
 JZ2799* NAVD 88     -       212.433  (meters)     696.96   (feet)  ADJUSTED  
 JZ2799  ___________________________________________________________________
 JZ2799  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JZ2799  DYNAMIC HT  -         212.300 (meters)     696.52  (feet)  COMP
 JZ2799  MODELED GRAV-     979,996.7   (mgal)                       NAVD 88
 JZ2799
 JZ2799  VERT ORDER  -  FIRST     CLASS II
 JZ2799
 JZ2799.The horizontal coordinates were scaled from a topographic map and have
 JZ2799.an estimated accuracy of +/- 6 seconds.
 JZ2799
 JZ2799.The orthometric height was determined by differential leveling
 JZ2799.and adjusted by the National Geodetic Survey in June 1991..
 JZ2799
 JZ2799.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ2799
 JZ2799.No superseded survey control is available for this station.
 JZ2799
 JZ2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ787418(NAD 83)
 JZ2799_MARKER: I = METAL ROD
 JZ2799_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2799_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 MD0738 ***********************************************************************
 MD0738  DESIGNATION -  L 36
 MD0738  PID         -  MD0738
 MD0738  STATE/COUNTY-  IN/WHITLEY
 MD0738  USGS QUAD   -  LAUD (1961)
 MD0738
 MD0738                         *CURRENT SURVEY CONTROL
 MD0738  ___________________________________________________________________
 MD0738* NAD 83(1986)-  41 04 36.     (N)    085 28 13.     (W)     SCALED    
 MD0738* NAVD 88     -       258.517  (meters)     848.15   (feet)  ADJUSTED  
 MD0738  ___________________________________________________________________
 MD0738  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 MD0738  DYNAMIC HT  -         258.412 (meters)     847.81  (feet)  COMP
 MD0738  MODELED GRAV-     980,208.5   (mgal)                       NAVD 88
 MD0738
 MD0738  VERT ORDER  -  SECOND    CLASS 0
 MD0738
 MD0738.The horizontal coordinates were scaled from a topographic map and have
 MD0738.an estimated accuracy of +/- 6 seconds.
 MD0738
 MD0738.The orthometric height was determined by differential leveling
 MD0738.and adjusted by the National Geodetic Survey in June 1991..
 MD0738
 MD0738.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0738.See file dsdata.txt to determine how the superseded data were derived.
 MD0738
 MD0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL285483(NAD 83)
 MD0738_MARKER: DB = BENCH MARK DISK
 MD0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0738_STAMPING: L 36 1934
 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             NGS
 MD0738
 MD0738                          STATION DESCRIPTION
 MD0738
 MD0738'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1731 ***********************************************************************
 KA1731  DESIGNATION -  L 360
 KA1731  PID         -  KA1731
 KA1731  STATE/COUNTY-  IN/VIGO
 KA1731  USGS QUAD   -  NEW GOSHEN (1986)
 KA1731
 KA1731                         *CURRENT SURVEY CONTROL
 KA1731  ___________________________________________________________________
 KA1731* NAD 83(1986)-  39 34 07.     (N)    087 26 13.     (W)     SCALED    
 KA1731* NAVD 88     -       179.679  (meters)     589.50   (feet)  ADJUSTED  
 KA1731  ___________________________________________________________________
 KA1731  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KA1731  DYNAMIC HT  -         179.578 (meters)     589.17  (feet)  COMP
 KA1731  MODELED GRAV-     980,060.9   (mgal)                       NAVD 88
 KA1731
 KA1731  VERT ORDER  -  FIRST     CLASS II
 KA1731
 KA1731.The horizontal coordinates were scaled from a topographic map and have
 KA1731.an estimated accuracy of +/- 6 seconds.
 KA1731
 KA1731.The orthometric height was determined by differential leveling
 KA1731.and adjusted by the National Geodetic Survey in June 1991..
 KA1731
 KA1731.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1731
 KA1731.No superseded survey control is available for this station.
 KA1731
 KA1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ624799(NAD 83)
 KA1731_MARKER: I = METAL ROD
 KA1731_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1731_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1757 ***********************************************************************
 KA1757  DESIGNATION -  L 361
 KA1757  PID         -  KA1757
 KA1757  STATE/COUNTY-  IN/VERMILLION
 KA1757  USGS QUAD   -  NEWPORT (1980)
 KA1757
 KA1757                         *CURRENT SURVEY CONTROL
 KA1757  ___________________________________________________________________
 KA1757* NAD 83(1986)-  39 55 56.     (N)    087 26 52.     (W)     SCALED    
 KA1757* NAVD 88     -       161.539  (meters)     529.98   (feet)  ADJUSTED  
 KA1757  ___________________________________________________________________
 KA1757  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KA1757  DYNAMIC HT  -         161.454 (meters)     529.70  (feet)  COMP
 KA1757  MODELED GRAV-     980,094.4   (mgal)                       NAVD 88
 KA1757
 KA1757  VERT ORDER  -  FIRST     CLASS II
 KA1757
 KA1757.The horizontal coordinates were scaled from a topographic map and have
 KA1757.an estimated accuracy of +/- 6 seconds.
 KA1757
 KA1757.The orthometric height was determined by differential leveling
 KA1757.and adjusted by the National Geodetic Survey in June 1991..
 KA1757
 KA1757.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1757
 KA1757.No superseded survey control is available for this station.
 KA1757
 KA1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK617203(NAD 83)
 KA1757_MARKER: I = METAL ROD
 KA1757_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1757_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 ME3377 ***********************************************************************
 ME3377  DESIGNATION -  L 367
 ME3377  PID         -  ME3377
 ME3377  STATE/COUNTY-  IN/LAKE
 ME3377  USGS QUAD   -  GARY (1991)
 ME3377
 ME3377                         *CURRENT SURVEY CONTROL
 ME3377  ___________________________________________________________________
 ME3377* NAD 83(1986)-  41 34 17.     (N)    087 19 07.     (W)     SCALED    
 ME3377* NAVD 88     -       182.802  (meters)     599.74   (feet)  ADJUSTED  
 ME3377  ___________________________________________________________________
 ME3377  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME3377  DYNAMIC HT  -         182.733 (meters)     599.52  (feet)  COMP
 ME3377  MODELED GRAV-     980,244.5   (mgal)                       NAVD 88
 ME3377
 ME3377  VERT ORDER  -  FIRST     CLASS II
 ME3377
 ME3377.The horizontal coordinates were scaled from a topographic map and have
 ME3377.an estimated accuracy of +/- 6 seconds.
 ME3377
 ME3377.The orthometric height was determined by differential leveling
 ME3377.and adjusted by the National Geodetic Survey in April 1995..
 ME3377
 ME3377.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3377.See file dsdata.txt to determine how the superseded data were derived.
 ME3377
 ME3377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM734022(NAD 83)
 ME3377_MARKER: I = METAL ROD
 ME3377_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME3377_SP_SET: STAINLESS STEEL ROD
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1966 ***********************************************************************
 MD1966  DESIGNATION -  L 368
 MD1966  PID         -  MD1966
 MD1966  STATE/COUNTY-  IN/WHITLEY
 MD1966  USGS QUAD   -  COLUMBIA CITY (1981)
 MD1966
 MD1966                         *CURRENT SURVEY CONTROL
 MD1966  ___________________________________________________________________
 MD1966* NAD 83(1986)-  41 08 07.     (N)    085 25 45.     (W)     SCALED    
 MD1966* NAVD 88     -       253.912  (meters)     833.04   (feet)  ADJUSTED  
 MD1966  ___________________________________________________________________
 MD1966  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 MD1966  DYNAMIC HT  -         253.814 (meters)     832.72  (feet)  COMP
 MD1966  MODELED GRAV-     980,232.4   (mgal)                       NAVD 88
 MD1966
 MD1966  VERT ORDER  -  FIRST     CLASS II
 MD1966
 MD1966.The horizontal coordinates were scaled from a topographic map and have
 MD1966.an estimated accuracy of +/- 6 seconds.
 MD1966
 MD1966.The orthometric height was determined by differential leveling
 MD1966.and adjusted by the National Geodetic Survey in April 1995..
 MD1966
 MD1966.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1966.See file dsdata.txt to determine how the superseded data were derived.
 MD1966
 MD1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL318549(NAD 83)
 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: CGS   
 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 = OCTOBER  6, 2006
 LA1081 ***********************************************************************
 LA1081  DESIGNATION -  L 37
 LA1081  PID         -  LA1081
 LA1081  STATE/COUNTY-  IN/BLACKFORD
 LA1081  USGS QUAD   -  HARTFORD CITY EAST (1994)
 LA1081
 LA1081                         *CURRENT SURVEY CONTROL
 LA1081  ___________________________________________________________________
 LA1081* NAD 83(1986)-  40 26 58.     (N)    085 16 50.     (W)     SCALED    
 LA1081* NAVD 88     -       273.481  (meters)     897.25   (feet)  ADJUSTED  
 LA1081  ___________________________________________________________________
 LA1081  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 LA1081  DYNAMIC HT  -         273.341 (meters)     896.79  (feet)  COMP
 LA1081  MODELED GRAV-     980,109.0   (mgal)                       NAVD 88
 LA1081
 LA1081  VERT ORDER  -  SECOND    CLASS 0
 LA1081
 LA1081.The horizontal coordinates were scaled from a topographic map and have
 LA1081.an estimated accuracy of +/- 6 seconds.
 LA1081
 LA1081.The orthometric height was determined by differential leveling
 LA1081.and adjusted by the National Geodetic Survey in June 1991..
 LA1081
 LA1081.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1081.See file dsdata.txt to determine how the superseded data were derived.
 LA1081
 LA1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK458790(NAD 83)
 LA1081_MARKER: DB = BENCH MARK DISK
 LA1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1081_STAMPING: L 37 1947
 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             NGS
 LA1081
 LA1081                          STATION DESCRIPTION
 LA1081
 LA1081'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0805 ***********************************************************************
 LA0805  DESIGNATION -  L 38
 LA0805  PID         -  LA0805
 LA0805  STATE/COUNTY-  IN/WELLS
 LA0805  USGS QUAD   -  BLUFFTON (1988)
 LA0805
 LA0805                         *CURRENT SURVEY CONTROL
 LA0805  ___________________________________________________________________
 LA0805* NAD 83(1986)-  40 44 33.     (N)    085 10 17.     (W)     SCALED    
 LA0805* NAVD 88     -       249.321  (meters)     817.98   (feet)  ADJUSTED  
 LA0805  ___________________________________________________________________
 LA0805  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 LA0805  DYNAMIC HT  -         249.202 (meters)     817.59  (feet)  COMP
 LA0805  MODELED GRAV-     980,141.9   (mgal)                       NAVD 88
 LA0805
 LA0805  VERT ORDER  -  SECOND    CLASS 0
 LA0805
 LA0805.The horizontal coordinates were scaled from a topographic map and have
 LA0805.an estimated accuracy of +/- 6 seconds.
 LA0805
 LA0805.The orthometric height was determined by differential leveling
 LA0805.and adjusted by the National Geodetic Survey in June 1991..
 LA0805
 LA0805.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0805.See file dsdata.txt to determine how the superseded data were derived.
 LA0805
 LA0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL543117(NAD 83)
 LA0805_MARKER: DB = BENCH MARK DISK
 LA0805_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0805_SP_SET: BRIDGE RAILING
 LA0805_STAMPING: L38 1934
 LA0805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0805
 LA0805  HISTORY     - Date     Condition        Report By
 LA0805  HISTORY     - 1934     MONUMENTED       CGS
 LA0805  HISTORY     - 1968     GOOD             NGS
 LA0805
 LA0805                          STATION DESCRIPTION
 LA0805
 LA0805'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2364 ***********************************************************************
 JZ2364  DESIGNATION -  L 4
 JZ2364  PID         -  JZ2364
 JZ2364  STATE/COUNTY-  IN/HANCOCK
 JZ2364  USGS QUAD   -  MC CORDSVILLE (1984)
 JZ2364
 JZ2364                         *CURRENT SURVEY CONTROL
 JZ2364  ___________________________________________________________________
 JZ2364* NAD 83(1986)-  39 54 08.     (N)    085 54 28.     (W)     SCALED    
 JZ2364* NAVD 88     -       261.199  (meters)     856.95   (feet)  ADJUSTED  
 JZ2364  ___________________________________________________________________
 JZ2364  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ2364  DYNAMIC HT  -         261.052 (meters)     856.47  (feet)  COMP
 JZ2364  MODELED GRAV-     980,058.6   (mgal)                       NAVD 88
 JZ2364
 JZ2364  VERT ORDER  -  FIRST     CLASS II
 JZ2364
 JZ2364.The horizontal coordinates were scaled from a topographic map and have
 JZ2364.an estimated accuracy of +/- 6 seconds.
 JZ2364
 JZ2364.The orthometric height was determined by differential leveling
 JZ2364.and adjusted by the National Geodetic Survey in June 1991..
 JZ2364
 JZ2364.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2364.See file dsdata.txt to determine how the superseded data were derived.
 JZ2364
 JZ2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK933174(NAD 83)
 JZ2364_MARKER: DB = BENCH MARK DISK
 JZ2364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2364_SP_SET: CULVERT
 JZ2364_STAMPING: L 4 ELEV 885.717FT
 JZ2364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2364
 JZ2364  HISTORY     - Date     Condition        Report By
 JZ2364  HISTORY     - UNK      MONUMENTED       CGS
 JZ2364  HISTORY     - 1916     GOOD             NGS
 JZ2364
 JZ2364                          STATION DESCRIPTION
 JZ2364
 JZ2364'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2365 ***********************************************************************
 JZ2365  DESIGNATION -  L 4 RESET 1943
 JZ2365  PID         -  JZ2365
 JZ2365  STATE/COUNTY-  IN/HANCOCK
 JZ2365  USGS QUAD   -  MC CORDSVILLE (1984)
 JZ2365
 JZ2365                         *CURRENT SURVEY CONTROL
 JZ2365  ___________________________________________________________________
 JZ2365* NAD 83(1986)-  39 54 08.     (N)    085 54 29.     (W)     SCALED    
 JZ2365* NAVD 88     -       261.20   (+/-2cm)     857.0    (feet)  VERTCON   
 JZ2365  ___________________________________________________________________
 JZ2365  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ2365
 JZ2365  VERT ORDER  -  ? (See Below)
 JZ2365
 JZ2365.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ2365
 JZ2365.The geoid height was determined by GEOID03.
 JZ2365
 JZ2365;                    North         East    Units  Estimated Accuracy
 JZ2365;SPC IN E     -   516,690.       79,360.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2365.See file dsdata.txt to determine how the superseded data were derived.
 JZ2365
 JZ2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK933174(NAD 83)
 JZ2365_MARKER: DB = BENCH MARK DISK
 JZ2365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2365_SP_SET: CULVERT
 JZ2365_STAMPING: ELEV 855.717 FT L4 RESET 1943 L4 4 L 4 4
 JZ2365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2365
 JZ2365  HISTORY     - Date     Condition        Report By
 JZ2365  HISTORY     - 1943     MONUMENTED       NYCRR
 JZ2365  HISTORY     - 1947     GOOD             NGS
 JZ2365
 JZ2365                          STATION DESCRIPTION
 JZ2365
 JZ2365'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1057 ***********************************************************************
 LA1057  DESIGNATION -  L 40
 LA1057  PID         -  LA1057
 LA1057  STATE/COUNTY-  IN/RANDOLPH
 LA1057  USGS QUAD   -  MODOC (1969)
 LA1057
 LA1057                         *CURRENT SURVEY CONTROL
 LA1057  ___________________________________________________________________
 LA1057* NAD 83(1986)-  40 02 37.     (N)    085 07 34.     (W)     SCALED    
 LA1057* NAVD 88     -       358.595  (meters)    1176.49   (feet)  ADJUSTED  
 LA1057  ___________________________________________________________________
 LA1057  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 LA1057  DYNAMIC HT  -         358.399 (meters)    1175.85  (feet)  COMP
 LA1057  MODELED GRAV-     980,068.8   (mgal)                       NAVD 88
 LA1057
 LA1057  VERT ORDER  -  SECOND    CLASS 0
 LA1057
 LA1057.The horizontal coordinates were scaled from a topographic map and have
 LA1057.an estimated accuracy of +/- 6 seconds.
 LA1057
 LA1057.The orthometric height was determined by differential leveling
 LA1057.and adjusted by the National Geodetic Survey in June 1991..
 LA1057
 LA1057.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1057.See file dsdata.txt to determine how the superseded data were derived.
 LA1057
 LA1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK598342(NAD 83)
 LA1057_MARKER: DB = BENCH MARK DISK
 LA1057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1057_SP_SET: WALL
 LA1057_STAMPING: L 40 1934
 LA1057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1057
 LA1057  HISTORY     - Date     Condition        Report By
 LA1057  HISTORY     - 1934     MONUMENTED       CGS
 LA1057  HISTORY     - 1934     GOOD             NGS
 LA1057  HISTORY     - 1967     GOOD             NGS
 LA1057
 LA1057                          STATION DESCRIPTION
 LA1057
 LA1057'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1967
 LA1057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1058 ***********************************************************************
 LA1058  DESIGNATION -  L 40 RESET 1967
 LA1058  PID         -  LA1058
 LA1058  STATE/COUNTY-  IN/RANDOLPH
 LA1058  USGS QUAD   -  MODOC (1969)
 LA1058
 LA1058                         *CURRENT SURVEY CONTROL
 LA1058  ___________________________________________________________________
 LA1058* NAD 83(1986)-  40 02 36.     (N)    085 07 34.     (W)     SCALED    
 LA1058* NAVD 88     -       357.41   (meters)    1172.6    (feet)  RESET     
 LA1058  ___________________________________________________________________
 LA1058  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 LA1058
 LA1058  VERT ORDER  -  THIRD
 LA1058
 LA1058.The horizontal coordinates were scaled from a topographic map and have
 LA1058.an estimated accuracy of +/- 6 seconds.
 LA1058
 LA1058.The orthometric height was computed from unverified reset data.
 LA1058
 LA1058.The geoid height was determined by GEOID03.
 LA1058
 LA1058;                    North         East    Units  Estimated Accuracy
 LA1058;SPC IN E     -   532,470.      146,130.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1058.See file dsdata.txt to determine how the superseded data were derived.
 LA1058
 LA1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK598342(NAD 83)
 LA1058_MARKER: DB = BENCH MARK DISK
 LA1058_SETTING: 0 = UNSPECIFIED SETTING
 LA1058_STAMPING: L 40 RESET 1967
 LA1058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1020 ***********************************************************************
 LA1020  DESIGNATION -  L 41
 LA1020  PID         -  LA1020
 LA1020  STATE/COUNTY-  IN/DELAWARE
 LA1020  USGS QUAD   -  MUNCIE WEST (1992)
 LA1020
 LA1020                         *CURRENT SURVEY CONTROL
 LA1020  ___________________________________________________________________
 LA1020* NAD 83(1986)-  40 11 01.     (N)    085 24 41.     (W)     SCALED    
 LA1020* NAVD 88     -       289.402  (meters)     949.48   (feet)  ADJUSTED  
 LA1020  ___________________________________________________________________
 LA1020  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 LA1020  DYNAMIC HT  -         289.247 (meters)     948.97  (feet)  COMP
 LA1020  MODELED GRAV-     980,085.1   (mgal)                       NAVD 88
 LA1020
 LA1020  VERT ORDER  -  SECOND    CLASS 0
 LA1020
 LA1020.The horizontal coordinates were scaled from a topographic map and have
 LA1020.an estimated accuracy of +/- 6 seconds.
 LA1020
 LA1020.The orthometric height was determined by differential leveling
 LA1020.and adjusted by the National Geodetic Survey in June 1991..
 LA1020
 LA1020.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1020.See file dsdata.txt to determine how the superseded data were derived.
 LA1020
 LA1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK352493(NAD 83)
 LA1020_MARKER: DB = BENCH MARK DISK
 LA1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1020_STAMPING: L 41 1934
 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 = OCTOBER  6, 2006
 ME0360 ***********************************************************************
 ME0360  DESIGNATION -  L 41 MAR
 ME0360  PID         -  ME0360
 ME0360  STATE/COUNTY-  IN/MARSHALL
 ME0360  USGS QUAD   -  RUTLAND (1980)
 ME0360
 ME0360                         *CURRENT SURVEY CONTROL
 ME0360  ___________________________________________________________________
 ME0360* NAD 83(1986)-  41 10 19.     (N)    086 20 45.     (W)     SCALED    
 ME0360* NAVD 88     -       236.632  (meters)     776.35   (feet)  ADJUSTED  
 ME0360  ___________________________________________________________________
 ME0360  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME0360  DYNAMIC HT  -         236.534 (meters)     776.03  (feet)  COMP
 ME0360  MODELED GRAV-     980,201.0   (mgal)                       NAVD 88
 ME0360
 ME0360  VERT ORDER  -  SECOND    CLASS 0
 ME0360
 ME0360.The horizontal coordinates were scaled from a topographic map and have
 ME0360.an estimated accuracy of +/- 6 seconds.
 ME0360
 ME0360.The orthometric height was determined by differential leveling
 ME0360.and adjusted by the National Geodetic Survey in June 1991..
 ME0360
 ME0360.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0360.See file dsdata.txt to determine how the superseded data were derived.
 ME0360
 ME0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL548580(NAD 83)
 ME0360_MARKER: DD = SURVEY DISK
 ME0360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0360_SP_SET: BRIDGE
 ME0360_STAMPING: L 41 MAR
 ME0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0360
 ME0360  HISTORY     - Date     Condition        Report By
 ME0360  HISTORY     - UNK      MONUMENTED       INHD
 ME0360  HISTORY     - 1946     GOOD             NGS
 ME0360  HISTORY     - 1984     GOOD             USPSQD
 ME0360  HISTORY     - 1988     GOOD             USPSQD
 ME0360
 ME0360                          STATION DESCRIPTION
 ME0360
 ME0360'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1442 ***********************************************************************
 LA1442  DESIGNATION -  L 42
 LA1442  PID         -  LA1442
 LA1442  STATE/COUNTY-  IN/HAMILTON
 LA1442  USGS QUAD   -  RIVERWOOD (1994)
 LA1442
 LA1442                         *CURRENT SURVEY CONTROL
 LA1442  ___________________________________________________________________
 LA1442* NAD 83(1986)-  40 03 34.     (N)    085 53 27.     (W)     SCALED    
 LA1442* NAVD 88     -       255.990  (meters)     839.86   (feet)  ADJUSTED  
 LA1442  ___________________________________________________________________
 LA1442  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 LA1442  DYNAMIC HT  -         255.851 (meters)     839.40  (feet)  COMP
 LA1442  MODELED GRAV-     980,076.4   (mgal)                       NAVD 88
 LA1442
 LA1442  VERT ORDER  -  SECOND    CLASS 0
 LA1442
 LA1442.The horizontal coordinates were scaled from a topographic map and have
 LA1442.an estimated accuracy of +/- 6 seconds.
 LA1442
 LA1442.The orthometric height was determined by differential leveling
 LA1442.and adjusted by the National Geodetic Survey in June 1991..
 LA1442.WARNING-Repeat measurements at this control monument indicate possible
 LA1442.vertical movement.
 LA1442
 LA1442.The geoid height was determined by GEOID03.
 LA1442
 LA1442.The dynamic height is computed by dividing the NAVD 88
 LA1442.geopotential number by the normal gravity value computed on the
 LA1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1442.degrees latitude (g = 980.6199 gals.).
 LA1442
 LA1442.The modeled gravity was interpolated from observed gravity values.
 LA1442
 LA1442;                    North         East    Units  Estimated Accuracy
 LA1442;SPC IN E     -   534,140.       80,880.      MT  (+/- 180 meters Scaled)
 LA1442
 LA1442                          SUPERSEDED SURVEY CONTROL
 LA1442
 LA1442  NGVD 29 (??/??/92)  256.121  (m)          840.29   (f) ADJ UNCH    2 0
 LA1442
 LA1442.Superseded values are not recommended for survey control.
 LA1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1442.See file dsdata.txt to determine how the superseded data were derived.
 LA1442
 LA1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK945349(NAD 83)
 LA1442_MARKER: DB = BENCH MARK DISK
 LA1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1442_STAMPING: L 42 1934
 LA1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1442+STABILITY: SURFACE MOTION
 LA1442
 LA1442  HISTORY     - Date     Condition        Report By
 LA1442  HISTORY     - 1934     MONUMENTED       CGS
 LA1442  HISTORY     - 1946     GOOD             NGS
 LA1442
 LA1442                          STATION DESCRIPTION
 LA1442
 LA1442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 LA1442'2.4 MI W FROM LAPEL.
 LA1442'ABOUT 2.4 MILES WEST ALONG THE CENTRAL INDIANA HIGHWAY FROM THE
 LA1442'STATION AT LAPEL, ABOUT 240 YARDS WEST OF THE CROSSING OF A DIRT
 LA1442'DRIVE WAY TO A WHITE FARM HOUSE ON THE SOUTH SIDE OF THE TRACK,
 LA1442'71 FEET SOUTH AND ACROSS THE TRACK FROM THE CENTER LINE OF STATE
 LA1442'HIGHWAY 32, 65 FEET WEST OF A 32 INCH TREE, 16 FEET SOUTH OF THE
 LA1442'SOUTH RAIL, 2 FEET NORTH OF A FENCE LINE, ABOUT 0.5 FOOT ABOVE
 LA1442'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 LA1442'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0358 ***********************************************************************
 ME0358  DESIGNATION -  L 42 MAR
 ME0358  PID         -  ME0358
 ME0358  STATE/COUNTY-  IN/MARSHALL
 ME0358  USGS QUAD   -  RUTLAND (1980)
 ME0358
 ME0358                         *CURRENT SURVEY CONTROL
 ME0358  ___________________________________________________________________
 ME0358* NAD 83(1986)-  41 10 20.     (N)    086 18 50.     (W)     SCALED    
 ME0358* NAVD 88     -       237.183  (meters)     778.16   (feet)  ADJUSTED  
 ME0358  ___________________________________________________________________
 ME0358  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 ME0358  DYNAMIC HT  -         237.083 (meters)     777.83  (feet)  COMP
 ME0358  MODELED GRAV-     980,197.3   (mgal)                       NAVD 88
 ME0358
 ME0358  VERT ORDER  -  SECOND    CLASS 0
 ME0358
 ME0358.The horizontal coordinates were scaled from a topographic map and have
 ME0358.an estimated accuracy of +/- 6 seconds.
 ME0358
 ME0358.The orthometric height was determined by differential leveling
 ME0358.and adjusted by the National Geodetic Survey in June 1991..
 ME0358
 ME0358.The geoid height was determined by GEOID03.
 ME0358
 ME0358.The dynamic height is computed by dividing the NAVD 88
 ME0358.geopotential number by the normal gravity value computed on the
 ME0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0358.degrees latitude (g = 980.6199 gals.).
 ME0358
 ME0358.The modeled gravity was interpolated from observed gravity values.
 ME0358
 ME0358;                    North         East    Units  Estimated Accuracy
 ME0358;SPC IN E     -   657,890.       45,690.      MT  (+/- 180 meters Scaled)
 ME0358
 ME0358                          SUPERSEDED SURVEY CONTROL
 ME0358
 ME0358  NGVD 29 (??/??/92)  237.302  (m)          778.55   (f) ADJ UNCH    2 0
 ME0358
 ME0358.Superseded values are not recommended for survey control.
 ME0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0358.See file dsdata.txt to determine how the superseded data were derived.
 ME0358
 ME0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL575581(NAD 83)
 ME0358_MARKER: DD = SURVEY DISK
 ME0358_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0358_SP_SET: BRIDGE
 ME0358_STAMPING: L 42 MAR
 ME0358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0358
 ME0358  HISTORY     - Date     Condition        Report By
 ME0358  HISTORY     - UNK      MONUMENTED       INHD
 ME0358  HISTORY     - 1946     GOOD             NGS
 ME0358  HISTORY     - 1984     GOOD             USPSQD
 ME0358
 ME0358                          STATION DESCRIPTION
 ME0358
 ME0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 ME0358'7.8 MI NE FROM DELONG.
 ME0358'ABOUT 2.5 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM
 ME0358'THE STATION AT DELONG, THENCE 5.35 MILES EAST ALONG STATE HIGHWAY
 ME0358'110, ABOUT 0.35 MILE WEST OF THE JUNCTION WITH A GRAVEL ROAD
 ME0358'LEADING NORTH, SET IN THE TOP OF THE NORTHWEST WINGWALL OF A
 ME0358'24-FOOT CONCRETE BRIDGE OVER EDDIE CREEK, 17 FEET NORTH OF THE
 ME0358'CENTER LINE OF THE HIGHWAY AND ABOUT 0.5 FOOT BELOW HIGHWAY
 ME0358'LEVEL.
 ME0358
 ME0358                          STATION RECOVERY (1984)
 ME0358
 ME0358'RECOVERY NOTE BY US POWER SQUADRON 1984
 ME0358'ADDITIONAL INFORMATION: IN THE NORTHWEST WINGWALL OF BRIDGE NO. 3447.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1658 ***********************************************************************
 JZ1658  DESIGNATION -  L 43
 JZ1658  PID         -  JZ1658
 JZ1658  STATE/COUNTY-  IN/RUSH
 JZ1658  USGS QUAD   -  RUSHVILLE (1994)
 JZ1658
 JZ1658                         *CURRENT SURVEY CONTROL
 JZ1658  ___________________________________________________________________
 JZ1658* NAD 83(1986)-  39 37 15.     (N)    085 27 22.     (W)     SCALED    
 JZ1658* NAVD 88     -       298.973  (meters)     980.88   (feet)  ADJUSTED  
 JZ1658  ___________________________________________________________________
 JZ1658  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JZ1658  DYNAMIC HT  -         298.794 (meters)     980.29  (feet)  COMP
 JZ1658  MODELED GRAV-     980,022.9   (mgal)                       NAVD 88
 JZ1658
 JZ1658  VERT ORDER  -  SECOND    CLASS 0
 JZ1658
 JZ1658.The horizontal coordinates were scaled from a topographic map and have
 JZ1658.an estimated accuracy of +/- 6 seconds.
 JZ1658
 JZ1658.The orthometric height was determined by differential leveling
 JZ1658.and adjusted by the National Geodetic Survey in June 1991..
 JZ1658
 JZ1658.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1658.See file dsdata.txt to determine how the superseded data were derived.
 JZ1658
 JZ1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ325868(NAD 83)
 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_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   BUTLER
 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 AND SEUFERT INC 2006 (GKG)
 JZ1658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1524 ***********************************************************************
 LA1524  DESIGNATION -  L 44
 LA1524  PID         -  LA1524
 LA1524  STATE/COUNTY-  IN/MADISON
 LA1524  USGS QUAD   -  ANDERSON SOUTH (1994)
 LA1524
 LA1524                         *CURRENT SURVEY CONTROL
 LA1524  ___________________________________________________________________
 LA1524* NAD 83(1986)-  40 00 14.     (N)    085 38 03.     (W)     SCALED    
 LA1524* NAVD 88     -       280.781  (meters)     921.20   (feet)  ADJUSTED  
 LA1524  ___________________________________________________________________
 LA1524  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 LA1524  DYNAMIC HT  -         280.626 (meters)     920.69  (feet)  COMP
 LA1524  MODELED GRAV-     980,067.1   (mgal)                       NAVD 88
 LA1524
 LA1524  VERT ORDER  -  SECOND    CLASS 0
 LA1524
 LA1524.The horizontal coordinates were scaled from a topographic map and have
 LA1524.an estimated accuracy of +/- 6 seconds.
 LA1524
 LA1524.The orthometric height was determined by differential leveling
 LA1524.and adjusted by the National Geodetic Survey in June 1991..
 LA1524
 LA1524.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1524.See file dsdata.txt to determine how the superseded data were derived.
 LA1524
 LA1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK165290(NAD 83)
 LA1524_MARKER: DB = BENCH MARK DISK
 LA1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1524_STAMPING: L 44 1934
 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             NGS
 LA1524  HISTORY     - 1960     MARK NOT FOUND   USGS
 LA1524
 LA1524                          STATION DESCRIPTION
 LA1524
 LA1524'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1502 ***********************************************************************
 JZ1502  DESIGNATION -  L 45
 JZ1502  PID         -  JZ1502
 JZ1502  STATE/COUNTY-  IN/HENRY
 JZ1502  USGS QUAD   -  NEW CASTLE WEST (1981)
 JZ1502
 JZ1502                         *CURRENT SURVEY CONTROL
 JZ1502  ___________________________________________________________________
 JZ1502* NAD 83(1986)-  39 54 57.     (N)    085 26 44.     (W)     SCALED    
 JZ1502* NAVD 88     -       320.063  (meters)    1050.07   (feet)  ADJUSTED  
 JZ1502  ___________________________________________________________________
 JZ1502  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JZ1502  DYNAMIC HT  -         319.884 (meters)    1049.49  (feet)  COMP
 JZ1502  MODELED GRAV-     980,058.1   (mgal)                       NAVD 88
 JZ1502
 JZ1502  VERT ORDER  -  SECOND    CLASS 0
 JZ1502
 JZ1502.The horizontal coordinates were scaled from a topographic map and have
 JZ1502.an estimated accuracy of +/- 6 seconds.
 JZ1502
 JZ1502.The orthometric height was determined by differential leveling
 JZ1502.and adjusted by the National Geodetic Survey in June 1991..
 JZ1502
 JZ1502.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1502.See file dsdata.txt to determine how the superseded data were derived.
 JZ1502
 JZ1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK328195(NAD 83)
 JZ1502_MARKER: DB = BENCH MARK DISK
 JZ1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1502_STAMPING: L 45 1934
 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 = OCTOBER  6, 2006
 JZ1666 ***********************************************************************
 JZ1666  DESIGNATION -  L 46
 JZ1666  PID         -  JZ1666
 JZ1666  STATE/COUNTY-  IN/FAYETTE
 JZ1666  USGS QUAD   -  BROWNSVILLE (1983)
 JZ1666
 JZ1666                         *CURRENT SURVEY CONTROL
 JZ1666  ___________________________________________________________________
 JZ1666* NAD 83(1986)-  39 39 10.     (N)    085 03 22.     (W)     SCALED    
 JZ1666* NAVD 88     -       268.785  (meters)     881.84   (feet)  ADJUSTED  
 JZ1666  ___________________________________________________________________
 JZ1666  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JZ1666  DYNAMIC HT  -         268.625 (meters)     881.31  (feet)  COMP
 JZ1666  MODELED GRAV-     980,026.5   (mgal)                       NAVD 88
 JZ1666
 JZ1666  VERT ORDER  -  SECOND    CLASS 0
 JZ1666
 JZ1666.The horizontal coordinates were scaled from a topographic map and have
 JZ1666.an estimated accuracy of +/- 6 seconds.
 JZ1666
 JZ1666.The orthometric height was determined by differential leveling
 JZ1666.and adjusted by the National Geodetic Survey in June 1991..
 JZ1666
 JZ1666.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1666.See file dsdata.txt to determine how the superseded data were derived.
 JZ1666
 JZ1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ667910(NAD 83)
 JZ1666_MARKER: DB = BENCH MARK DISK
 JZ1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1666_STAMPING: L 46 1934
 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             NGS
 JZ1666  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 JZ1666
 JZ1666                          STATION DESCRIPTION
 JZ1666
 JZ1666'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2334 ***********************************************************************
 JZ2334  DESIGNATION -  L 47
 JZ2334  PID         -  JZ2334
 JZ2334  STATE/COUNTY-  IN/SHELBY
 JZ2334  USGS QUAD   -  SHELBYVILLE (1994)
 JZ2334
 JZ2334                         *CURRENT SURVEY CONTROL
 JZ2334  ___________________________________________________________________
 JZ2334* NAD 83(1986)-  39 31 18.     (N)    085 46 10.     (W)     SCALED    
 JZ2334* NAVD 88     -       233.729  (meters)     766.83   (feet)  ADJUSTED  
 JZ2334  ___________________________________________________________________
 JZ2334  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JZ2334  DYNAMIC HT  -         233.591 (meters)     766.37  (feet)  COMP
 JZ2334  MODELED GRAV-     980,032.2   (mgal)                       NAVD 88
 JZ2334
 JZ2334  VERT ORDER  -  FIRST     CLASS II
 JZ2334
 JZ2334.The horizontal coordinates were scaled from a topographic map and have
 JZ2334.an estimated accuracy of +/- 6 seconds.
 JZ2334
 JZ2334.The orthometric height was determined by differential leveling
 JZ2334.and adjusted by the National Geodetic Survey in June 1991..
 JZ2334
 JZ2334.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2334.See file dsdata.txt to determine how the superseded data were derived.
 JZ2334
 JZ2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ057753(NAD 83)
 JZ2334_MARKER: DB = BENCH MARK DISK
 JZ2334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2334_SP_SET: SWITCH CONCRETE BASE
 JZ2334_STAMPING: L 47 1934
 JZ2334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2334
 JZ2334  HISTORY     - Date     Condition        Report By
 JZ2334  HISTORY     - 1934     MONUMENTED       CGS
 JZ2334  HISTORY     - 1947     GOOD             NGS
 JZ2334  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ2334
 JZ2334                          STATION DESCRIPTION
 JZ2334
 JZ2334'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2052 ***********************************************************************
 JZ2052  DESIGNATION -  L 48
 JZ2052  PID         -  JZ2052
 JZ2052  STATE/COUNTY-  IN/FRANKLIN
 JZ2052  USGS QUAD   -  BROOKVILLE (1993)
 JZ2052
 JZ2052                         *CURRENT SURVEY CONTROL
 JZ2052  ___________________________________________________________________
 JZ2052* NAD 83(1986)-  39 25 20.     (N)    085 00 48.     (W)     SCALED    
 JZ2052* NAVD 88     -       206.019  (meters)     675.91   (feet)  ADJUSTED  
 JZ2052  ___________________________________________________________________
 JZ2052  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JZ2052  DYNAMIC HT  -         205.895 (meters)     675.51  (feet)  COMP
 JZ2052  MODELED GRAV-     980,020.1   (mgal)                       NAVD 88
 JZ2052
 JZ2052  VERT ORDER  -  SECOND    CLASS 0
 JZ2052
 JZ2052.The horizontal coordinates were scaled from a topographic map and have
 JZ2052.an estimated accuracy of +/- 6 seconds.
 JZ2052
 JZ2052.The orthometric height was determined by differential leveling
 JZ2052.and adjusted by the National Geodetic Survey in June 1991..
 JZ2052
 JZ2052.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2052.See file dsdata.txt to determine how the superseded data were derived.
 JZ2052
 JZ2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ710655(NAD 83)
 JZ2052_MARKER: DB = BENCH MARK DISK
 JZ2052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2052_STAMPING: L 48 1934
 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 = OCTOBER  6, 2006
 HZ1693 ***********************************************************************
 HZ1693  DESIGNATION -  L 49
 HZ1693  PID         -  HZ1693
 HZ1693  STATE/COUNTY-  IN/JENNINGS
 HZ1693  USGS QUAD   -  VERNON (1994)
 HZ1693
 HZ1693                         *CURRENT SURVEY CONTROL
 HZ1693  ___________________________________________________________________
 HZ1693* NAD 83(1986)-  38 57 10.     (N)    085 34 02.     (W)     SCALED    
 HZ1693* NAVD 88     -       236.973  (meters)     777.47   (feet)  ADJUSTED  
 HZ1693  ___________________________________________________________________
 HZ1693  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 HZ1693  DYNAMIC HT  -         236.821 (meters)     776.97  (feet)  COMP
 HZ1693  MODELED GRAV-     979,982.0   (mgal)                       NAVD 88
 HZ1693
 HZ1693  VERT ORDER  -  SECOND    CLASS 0
 HZ1693
 HZ1693.The horizontal coordinates were scaled from a topographic map and have
 HZ1693.an estimated accuracy of +/- 6 seconds.
 HZ1693
 HZ1693.The orthometric height was determined by differential leveling
 HZ1693.and adjusted by the National Geodetic Survey in June 1991..
 HZ1693
 HZ1693.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1693.See file dsdata.txt to determine how the superseded data were derived.
 HZ1693
 HZ1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ241125(NAD 83)
 HZ1693_MARKER: DB = BENCH MARK DISK
 HZ1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1693_STAMPING: L 49 1934
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0124 ***********************************************************************
 KA0124  DESIGNATION -  L 50
 KA0124  PID         -  KA0124
 KA0124  STATE/COUNTY-  IN/MARION
 KA0124  USGS QUAD   -  CLERMONT (1984)
 KA0124
 KA0124                         *CURRENT SURVEY CONTROL
 KA0124  ___________________________________________________________________
 KA0124* NAD 83(1986)-  39 48 48.     (N)    086 19 20.     (W)     SCALED    
 KA0124* NAVD 88     -       253.821  (meters)     832.74   (feet)  ADJUSTED  
 KA0124  ___________________________________________________________________
 KA0124  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KA0124  DYNAMIC HT  -         253.683 (meters)     832.29  (feet)  COMP
 KA0124  MODELED GRAV-     980,076.2   (mgal)                       NAVD 88
 KA0124
 KA0124  VERT ORDER  -  SECOND    CLASS 0
 KA0124
 KA0124.The horizontal coordinates were scaled from a topographic map and have
 KA0124.an estimated accuracy of +/- 6 seconds.
 KA0124
 KA0124.The orthometric height was determined by differential leveling
 KA0124.and adjusted by the National Geodetic Survey in June 1991..
 KA0124
 KA0124.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0124.See file dsdata.txt to determine how the superseded data were derived.
 KA0124
 KA0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK580072(NAD 83)
 KA0124_MARKER: DB = BENCH MARK DISK
 KA0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0124_STAMPING: L 50 1934
 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             NGS
 KA0124  HISTORY     - 1976     GOOD             LOCSUR
 KA0124
 KA0124                          STATION DESCRIPTION
 KA0124
 KA0124'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0450 ***********************************************************************
 KA0450  DESIGNATION -  L 52
 KA0450  PID         -  KA0450
 KA0450  STATE/COUNTY-  IN/MONROE
 KA0450  USGS QUAD   -  CLEAR CREEK (1990)
 KA0450
 KA0450                         *CURRENT SURVEY CONTROL
 KA0450  ___________________________________________________________________
 KA0450* NAD 83(1986)-  39 06 41.     (N)    086 32 22.     (W)     SCALED    
 KA0450* NAVD 88     -       200.237  (meters)     656.94   (feet)  ADJUSTED  
 KA0450  ___________________________________________________________________
 KA0450  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KA0450  DYNAMIC HT  -         200.113 (meters)     656.54  (feet)  COMP
 KA0450  MODELED GRAV-     980,006.0   (mgal)                       NAVD 88
 KA0450
 KA0450  VERT ORDER  -  SECOND    CLASS 0
 KA0450
 KA0450.The horizontal coordinates were scaled from a topographic map and have
 KA0450.an estimated accuracy of +/- 6 seconds.
 KA0450
 KA0450.The orthometric height was determined by differential leveling
 KA0450.and adjusted by the National Geodetic Survey in June 1991..
 KA0450
 KA0450.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0450.See file dsdata.txt to determine how the superseded data were derived.
 KA0450
 KA0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ398292(NAD 83)
 KA0450_MARKER: DB = BENCH MARK DISK
 KA0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0450_STAMPING: L 52 1934
 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 = OCTOBER  6, 2006
 KA0332 ***********************************************************************
 KA0332  DESIGNATION -  L 53
 KA0332  PID         -  KA0332
 KA0332  STATE/COUNTY-  IN/BROWN
 KA0332  USGS QUAD   -  NASHVILLE (1994)
 KA0332
 KA0332                         *CURRENT SURVEY CONTROL
 KA0332  ___________________________________________________________________
 KA0332* NAD 83(1986)-  39 11 31.     (N)    086 11 45.     (W)     SCALED    
 KA0332* NAVD 88     -       188.255  (meters)     617.63   (feet)  ADJUSTED  
 KA0332  ___________________________________________________________________
 KA0332  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KA0332  DYNAMIC HT  -         188.141 (meters)     617.26  (feet)  COMP
 KA0332  MODELED GRAV-     980,014.6   (mgal)                       NAVD 88
 KA0332
 KA0332  VERT ORDER  -  SECOND    CLASS 0
 KA0332
 KA0332.The horizontal coordinates were scaled from a topographic map and have
 KA0332.an estimated accuracy of +/- 6 seconds.
 KA0332
 KA0332.The orthometric height was determined by differential leveling
 KA0332.and adjusted by the National Geodetic Survey in June 1991..
 KA0332
 KA0332.The geoid height was determined by GEOID03.
 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     -   437,940.       54,290.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0332.See file dsdata.txt to determine how the superseded data were derived.
 KA0332
 KA0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ694383(NAD 83)
 KA0332_MARKER: DB = BENCH MARK DISK
 KA0332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0332_SP_SET: BRIDGE
 KA0332_STAMPING: L 53 1934
 KA0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0332
 KA0332  HISTORY     - Date     Condition        Report By
 KA0332  HISTORY     - 1934     MONUMENTED       CGS
 KA0332  HISTORY     - 1982     GOOD             USE
 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 ENGINEERS 1982
 KA0332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0393 ***********************************************************************
 JA0393  DESIGNATION -  L 55
 JA0393  PID         -  JA0393
 JA0393  STATE/COUNTY-  IN/CRAWFORD
 JA0393  USGS QUAD   -  ENGLISH (1993)
 JA0393
 JA0393                         *CURRENT SURVEY CONTROL
 JA0393  ___________________________________________________________________
 JA0393* NAD 83(1986)-  38 19 15.     (N)    086 26 51.     (W)     SCALED    
 JA0393* NAVD 88     -       251.429  (meters)     824.90   (feet)  ADJUSTED  
 JA0393  ___________________________________________________________________
 JA0393  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 JA0393  DYNAMIC HT  -         251.254 (meters)     824.32  (feet)  COMP
 JA0393  MODELED GRAV-     979,925.9   (mgal)                       NAVD 88
 JA0393
 JA0393  VERT ORDER  -  FIRST     CLASS II
 JA0393
 JA0393.The horizontal coordinates were scaled from a topographic map and have
 JA0393.an estimated accuracy of +/- 6 seconds.
 JA0393
 JA0393.The orthometric height was determined by differential leveling
 JA0393.and adjusted by the National Geodetic Survey in June 1991..
 JA0393.WARNING-Repeat measurements at this control monument indicate possible
 JA0393.vertical movement.
 JA0393
 JA0393.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0393.See file dsdata.txt to determine how the superseded data were derived.
 JA0393
 JA0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH482415(NAD 83)
 JA0393_MARKER: DB = BENCH MARK DISK
 JA0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0393_STAMPING: L 55 1934
 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             NGS
 JA0393
 JA0393                          STATION DESCRIPTION
 JA0393
 JA0393'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0258 ***********************************************************************
 JA0258  DESIGNATION -  L 56
 JA0258  PID         -  JA0258
 JA0258  STATE/COUNTY-  IN/HARRISON
 JA0258  USGS QUAD   -  DEPAUW (1994)
 JA0258
 JA0258                         *CURRENT SURVEY CONTROL
 JA0258  ___________________________________________________________________
 JA0258* NAD 83(1986)-  38 20 14.     (N)    086 14 59.     (W)     SCALED    
 JA0258* NAVD 88     -       193.570  (meters)     635.07   (feet)  POSTED    
 JA0258  ___________________________________________________________________
 JA0258  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JA0258  DYNAMIC HT  -         193.430 (meters)     634.61  (feet)  COMP
 JA0258  MODELED GRAV-     979,923.0   (mgal)                       NAVD 88
 JA0258
 JA0258  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 JA0258
 JA0258.The horizontal coordinates were scaled from a topographic map and have
 JA0258.an estimated accuracy of +/- 6 seconds.
 JA0258
 JA0258.The orthometric height was determined by differential leveling
 JA0258.and adjusted by the National Geodetic Survey in 1992..
 JA0258.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JA0258.rate of 3.1 thru 4.0 mm/km.
 JA0258
 JA0258.The geoid height was determined by GEOID03.
 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     -   343,090.       49,030.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0258.See file dsdata.txt to determine how the superseded data were derived.
 JA0258
 JA0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH655434(NAD 83)
 JA0258_MARKER: DB = BENCH MARK DISK
 JA0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0258_STAMPING: L 56 1934
 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   NGS
 JA0258
 JA0258                          STATION DESCRIPTION
 JA0258
 JA0258'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0979 ***********************************************************************
 JA0979  DESIGNATION -  L 57
 JA0979  PID         -  JA0979
 JA0979  STATE/COUNTY-  IN/DUBOIS
 JA0979  USGS QUAD   -  VELPEN (1980)
 JA0979
 JA0979                         *CURRENT SURVEY CONTROL
 JA0979  ___________________________________________________________________
 JA0979* NAD 83(1986)-  38 19 40.     (N)    087 01 40.     (W)     SCALED    
 JA0979* NAVD 88     -       145.263  (meters)     476.58   (feet)  ADJUSTED  
 JA0979  ___________________________________________________________________
 JA0979  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 JA0979  DYNAMIC HT  -         145.166 (meters)     476.27  (feet)  COMP
 JA0979  MODELED GRAV-     979,959.2   (mgal)                       NAVD 88
 JA0979
 JA0979  VERT ORDER  -  FIRST     CLASS II
 JA0979
 JA0979.The horizontal coordinates were scaled from a topographic map and have
 JA0979.an estimated accuracy of +/- 6 seconds.
 JA0979
 JA0979.The orthometric height was determined by differential leveling
 JA0979.and adjusted by the National Geodetic Survey in June 1991..
 JA0979
 JA0979.The geoid height was determined by GEOID03.
 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     -   341,880.      904,860.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0979.See file dsdata.txt to determine how the superseded data were derived.
 JA0979
 JA0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH975421(NAD 83)
 JA0979_MARKER: DB = BENCH MARK DISK
 JA0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0979_STAMPING: L 57 1934
 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             NGS
 JA0979
 JA0979                          STATION DESCRIPTION
 JA0979
 JA0979'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0604 ***********************************************************************
 JA0604  DESIGNATION -  L 58
 JA0604  PID         -  JA0604
 JA0604  STATE/COUNTY-  IN/SPENCER
 JA0604  USGS QUAD   -  DALE (1980)
 JA0604
 JA0604                         *CURRENT SURVEY CONTROL
 JA0604  ___________________________________________________________________
 JA0604* NAD 83(1986)-  38 11 31.     (N)    086 58 10.     (W)     SCALED    
 JA0604* NAVD 88     -       151.310  (meters)     496.42   (feet)  POSTED    
 JA0604  ___________________________________________________________________
 JA0604  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 JA0604  DYNAMIC HT  -         151.210 (meters)     496.09  (feet)  COMP
 JA0604  MODELED GRAV-     979,953.6   (mgal)                       NAVD 88
 JA0604
 JA0604  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JA0604
 JA0604.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JA0604.rate of 1.1 thru 2.0 mm/km.
 JA0604
 JA0604.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0604.See file dsdata.txt to determine how the superseded data were derived.
 JA0604
 JA0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH026271(NAD 83)
 JA0604_MARKER: DB = BENCH MARK DISK
 JA0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0604_STAMPING: L 58 1934
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1965
 JA0604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1052 ***********************************************************************
 JA1052  DESIGNATION -  L 59
 JA1052  PID         -  JA1052
 JA1052  STATE/COUNTY-  IN/WARRICK
 JA1052  USGS QUAD   -  ELBERFELD (1988)
 JA1052
 JA1052                         *CURRENT SURVEY CONTROL
 JA1052  ___________________________________________________________________
 JA1052* NAD 83(1986)-  38 11 42.     (N)    087 25 29.     (W)     SCALED    
 JA1052* NAVD 88     -       123.285  (meters)     404.48   (feet)  ADJUSTED  
 JA1052  ___________________________________________________________________
 JA1052  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JA1052  DYNAMIC HT  -         123.202 (meters)     404.21  (feet)  COMP
 JA1052  MODELED GRAV-     979,953.9   (mgal)                       NAVD 88
 JA1052
 JA1052  VERT ORDER  -  FIRST     CLASS II
 JA1052
 JA1052.The horizontal coordinates were scaled from a topographic map and have
 JA1052.an estimated accuracy of +/- 6 seconds.
 JA1052
 JA1052.The orthometric height was determined by differential leveling
 JA1052.and adjusted by the National Geodetic Survey in June 1991..
 JA1052
 JA1052.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1052.See file dsdata.txt to determine how the superseded data were derived.
 JA1052
 JA1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH628275(NAD 83)
 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             NGS
 JA1052  HISTORY     - 1985     GOOD             NGS
 JA1052  HISTORY     - 1991     GOOD             USPSQD
 JA1052
 JA1052                          STATION DESCRIPTION
 JA1052
 JA1052'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1685 ***********************************************************************
 HZ1685  DESIGNATION -  L 60
 HZ1685  PID         -  HZ1685
 HZ1685  STATE/COUNTY-  IN/JACKSON
 HZ1685  USGS QUAD   -  CROTHERSVILLE (1993)
 HZ1685
 HZ1685                         *CURRENT SURVEY CONTROL
 HZ1685  ___________________________________________________________________
 HZ1685* NAD 83(1986)-  38 47 42.     (N)    085 50 28.     (W)     SCALED    
 HZ1685* NAVD 88     -       170.098  (meters)     558.06   (feet)  ADJUSTED  
 HZ1685  ___________________________________________________________________
 HZ1685  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HZ1685  DYNAMIC HT  -         169.989 (meters)     557.71  (feet)  COMP
 HZ1685  MODELED GRAV-     979,981.7   (mgal)                       NAVD 88
 HZ1685
 HZ1685  VERT ORDER  -  SECOND    CLASS 0
 HZ1685
 HZ1685.The horizontal coordinates were scaled from a topographic map and have
 HZ1685.an estimated accuracy of +/- 6 seconds.
 HZ1685
 HZ1685.The orthometric height was determined by differential leveling
 HZ1685.and adjusted by the National Geodetic Survey in June 1991..
 HZ1685
 HZ1685.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1685.See file dsdata.txt to determine how the superseded data were derived.
 HZ1685
 HZ1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH006946(NAD 83)
 HZ1685_MARKER: DB = BENCH MARK DISK
 HZ1685_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1685_SP_SET: FOUNDATION
 HZ1685_STAMPING: L 60 1934
 HZ1685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1685
 HZ1685  HISTORY     - Date     Condition        Report By
 HZ1685  HISTORY     - 1934     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0040 ***********************************************************************
 KA0040  DESIGNATION -  L 61
 KA0040  PID         -  KA0040
 KA0040  STATE/COUNTY-  IN/HENDRICKS
 KA0040  USGS QUAD   -  PLAINFIELD (1980)
 KA0040
 KA0040                         *CURRENT SURVEY CONTROL
 KA0040  ___________________________________________________________________
 KA0040* NAD 83(1986)-  39 41 22.     (N)    086 23 24.     (W)     SCALED    
 KA0040* NAVD 88     -       218.056  (meters)     715.41   (feet)  ADJUSTED  
 KA0040  ___________________________________________________________________
 KA0040  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KA0040  DYNAMIC HT  -         217.939 (meters)     715.02  (feet)  COMP
 KA0040  MODELED GRAV-     980,084.8   (mgal)                       NAVD 88
 KA0040
 KA0040  VERT ORDER  -  SECOND    CLASS 0
 KA0040
 KA0040.The horizontal coordinates were scaled from a topographic map and have
 KA0040.an estimated accuracy of +/- 6 seconds.
 KA0040
 KA0040.The orthometric height was determined by differential leveling
 KA0040.and adjusted by the National Geodetic Survey in June 1991..
 KA0040
 KA0040.The geoid height was determined by GEOID03.
 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     -   493,270.      959,470.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0040.See file dsdata.txt to determine how the superseded data were derived.
 KA0040
 KA0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ523934(NAD 83)
 KA0040_MARKER: DB = BENCH MARK DISK
 KA0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0040_STAMPING: L 61 1946
 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 - July 29, 2005
 KA0040
 KA0040  HISTORY     - Date     Condition        Report By
 KA0040  HISTORY     - 1946     MONUMENTED       CGS
 KA0040  HISTORY     - 1981     GOOD             INDNR
 KA0040  HISTORY     - 20050729 GOOD             BUTLER
 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 AND SEUFERT INC 2005 (JRC)
 KA0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0625 ***********************************************************************
 KA0625  DESIGNATION -  L 62
 KA0625  PID         -  KA0625
 KA0625  STATE/COUNTY-  IN/PUTNAM
 KA0625  USGS QUAD   -  EMINENCE (1983)
 KA0625
 KA0625                         *CURRENT SURVEY CONTROL
 KA0625  ___________________________________________________________________
 KA0625* NAD 83(1986)-  39 37 06.     (N)    086 42 04.     (W)     SCALED    
 KA0625* NAVD 88     -       255.877  (meters)     839.49   (feet)  POSTED    
 KA0625  ___________________________________________________________________
 KA0625  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KA0625  DYNAMIC HT  -         255.730 (meters)     839.01  (feet)  COMP
 KA0625  MODELED GRAV-     980,055.1   (mgal)                       NAVD 88
 KA0625
 KA0625  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KA0625
 KA0625.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KA0625.rate of 3.1 thru 4.0 mm/km.
 KA0625
 KA0625.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0625.See file dsdata.txt to determine how the superseded data were derived.
 KA0625
 KA0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ256854(NAD 83)
 KA0625_MARKER: DB = BENCH MARK DISK
 KA0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0625_STAMPING: L 62 1946
 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 = OCTOBER  6, 2006
 KA0699 ***********************************************************************
 KA0699  DESIGNATION -  L 63
 KA0699  PID         -  KA0699
 KA0699  STATE/COUNTY-  IN/MORGAN
 KA0699  USGS QUAD   -  EMINENCE (1983)
 KA0699
 KA0699                         *CURRENT SURVEY CONTROL
 KA0699  ___________________________________________________________________
 KA0699* NAD 83(1986)-  39 32 20.     (N)    086 38 29.     (W)     SCALED    
 KA0699* NAVD 88     -       232.261  (meters)     762.01   (feet)  ADJUSTED  
 KA0699  ___________________________________________________________________
 KA0699  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KA0699  DYNAMIC HT  -         232.130 (meters)     761.58  (feet)  COMP
 KA0699  MODELED GRAV-     980,056.5   (mgal)                       NAVD 88
 KA0699
 KA0699  VERT ORDER  -  SECOND    CLASS 0
 KA0699
 KA0699.The horizontal coordinates were scaled from a topographic map and have
 KA0699.an estimated accuracy of +/- 6 seconds.
 KA0699
 KA0699.The orthometric height was determined by differential leveling
 KA0699.and adjusted by the National Geodetic Survey in June 1991..
 KA0699
 KA0699.The geoid height was determined by GEOID03.
 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     -   476,420.      937,990.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0699.See file dsdata.txt to determine how the superseded data were derived.
 KA0699
 KA0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ308766(NAD 83)
 KA0699_MARKER: DB = BENCH MARK DISK
 KA0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0699_STAMPING: L 63 1946
 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 = OCTOBER  6, 2006
 KA0317 ***********************************************************************
 KA0317  DESIGNATION -  L 65
 KA0317  PID         -  KA0317
 KA0317  STATE/COUNTY-  IN/MORGAN
 KA0317  USGS QUAD   -  MARTINSVILLE (1993)
 KA0317
 KA0317                         *CURRENT SURVEY CONTROL
 KA0317  ___________________________________________________________________
 KA0317* NAD 83(1986)-  39 26 22.     (N)    086 29 59.     (W)     SCALED    
 KA0317* NAVD 88     -       231.605  (meters)     759.86   (feet)  ADJUSTED  
 KA0317  ___________________________________________________________________
 KA0317  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KA0317  DYNAMIC HT  -         231.474 (meters)     759.43  (feet)  COMP
 KA0317  MODELED GRAV-     980,053.8   (mgal)                       NAVD 88
 KA0317
 KA0317  VERT ORDER  -  SECOND    CLASS 0
 KA0317
 KA0317.The horizontal coordinates were scaled from a topographic map and have
 KA0317.an estimated accuracy of +/- 6 seconds.
 KA0317
 KA0317.The orthometric height was determined by differential leveling
 KA0317.and adjusted by the National Geodetic Survey in June 1991..
 KA0317
 KA0317.The geoid height was determined by GEOID03.
 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     -   465,440.      950,240.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0317.See file dsdata.txt to determine how the superseded data were derived.
 KA0317
 KA0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ430656(NAD 83)
 KA0317_MARKER: DB = BENCH MARK DISK
 KA0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0317_STAMPING: L 65 1946
 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 = OCTOBER  6, 2006
 KA1071 ***********************************************************************
 KA1071  DESIGNATION -  L 66
 KA1071  PID         -  KA1071
 KA1071  STATE/COUNTY-  IN/VIGO
 KA1071  USGS QUAD   -  TERRE HAUTE (1993)
 KA1071
 KA1071                         *CURRENT SURVEY CONTROL
 KA1071  ___________________________________________________________________
 KA1071* NAD 83(1986)-  39 28 06.     (N)    087 23 34.     (W)     SCALED    
 KA1071* NAVD 88     -       149.433  (meters)     490.26   (feet)  ADJUSTED  
 KA1071  ___________________________________________________________________
 KA1071  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KA1071  DYNAMIC HT  -         149.349 (meters)     489.99  (feet)  COMP
 KA1071  MODELED GRAV-     980,056.8   (mgal)                       NAVD 88
 KA1071
 KA1071  VERT ORDER  -  FIRST     CLASS II
 KA1071
 KA1071.The horizontal coordinates were scaled from a topographic map and have
 KA1071.an estimated accuracy of +/- 6 seconds.
 KA1071
 KA1071.The orthometric height was determined by differential leveling
 KA1071.and adjusted by the National Geodetic Survey in June 1991..
 KA1071
 KA1071.The geoid height was determined by GEOID03.
 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     -   468,540.      873,370.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1071.See file dsdata.txt to determine how the superseded data were derived.
 KA1071
 KA1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ662688(NAD 83)
 KA1071_MARKER: DB = BENCH MARK DISK
 KA1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1071_SP_SET: CONCRETE POST
 KA1071_STAMPING: L 66 1946
 KA1071_MARK LOGO: CGS   
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1176 ***********************************************************************
 KA1176  DESIGNATION -  L 67
 KA1176  PID         -  KA1176
 KA1176  STATE/COUNTY-  IN/OWEN
 KA1176  USGS QUAD   -  CLAY CITY (1986)
 KA1176
 KA1176                         *CURRENT SURVEY CONTROL
 KA1176  ___________________________________________________________________
 KA1176* NAD 83(1986)-  39 17 03.     (N)    087 01 04.     (W)     SCALED    
 KA1176* NAVD 88     -       188.881  (meters)     619.69   (feet)  ADJUSTED  
 KA1176  ___________________________________________________________________
 KA1176  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KA1176  DYNAMIC HT  -         188.771 (meters)     619.33  (feet)  COMP
 KA1176  MODELED GRAV-     980,038.8   (mgal)                       NAVD 88
 KA1176
 KA1176  VERT ORDER  -  SECOND    CLASS 0
 KA1176
 KA1176.The horizontal coordinates were scaled from a topographic map and have
 KA1176.an estimated accuracy of +/- 6 seconds.
 KA1176
 KA1176.The orthometric height was determined by differential leveling
 KA1176.and adjusted by the National Geodetic Survey in June 1991..
 KA1176
 KA1176.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1176.See file dsdata.txt to determine how the superseded data were derived.
 KA1176
 KA1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ984483(NAD 83)
 KA1176_MARKER: DB = BENCH MARK DISK
 KA1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1176_STAMPING: L 67 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1137 ***********************************************************************
 KA1137  DESIGNATION -  L 68
 KA1137  PID         -  KA1137
 KA1137  STATE/COUNTY-  IN/CLAY
 KA1137  USGS QUAD   -  CLAY CITY (1986)
 KA1137
 KA1137                         *CURRENT SURVEY CONTROL
 KA1137  ___________________________________________________________________
 KA1137* NAD 83(1986)-  39 22 06.     (N)    087 07 24.     (W)     SCALED    
 KA1137* NAVD 88     -       185.041  (meters)     607.09   (feet)  ADJUSTED  
 KA1137  ___________________________________________________________________
 KA1137  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KA1137  DYNAMIC HT  -         184.934 (meters)     606.74  (feet)  COMP
 KA1137  MODELED GRAV-     980,048.0   (mgal)                       NAVD 88
 KA1137
 KA1137  VERT ORDER  -  SECOND    CLASS 0
 KA1137
 KA1137.The horizontal coordinates were scaled from a topographic map and have
 KA1137.an estimated accuracy of +/- 6 seconds.
 KA1137
 KA1137.The orthometric height was determined by differential leveling
 KA1137.and adjusted by the National Geodetic Survey in June 1991..
 KA1137
 KA1137.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1137.See file dsdata.txt to determine how the superseded data were derived.
 KA1137
 KA1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ893576(NAD 83)
 KA1137_MARKER: DB = BENCH MARK DISK
 KA1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1137_STAMPING: L 68 1946
 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 = OCTOBER  6, 2006
 KA0504 ***********************************************************************
 KA0504  DESIGNATION -  L 69
 KA0504  PID         -  KA0504
 KA0504  STATE/COUNTY-  IN/CLAY
 KA0504  USGS QUAD   -  POLAND (1980)
 KA0504
 KA0504                         *CURRENT SURVEY CONTROL
 KA0504  ___________________________________________________________________
 KA0504* NAD 83(1986)-  39 26 39.     (N)    086 57 36.     (W)     SCALED    
 KA0504* NAVD 88     -       199.024  (meters)     652.96   (feet)  ADJUSTED  
 KA0504  ___________________________________________________________________
 KA0504  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KA0504  DYNAMIC HT  -         198.910 (meters)     652.59  (feet)  COMP
 KA0504  MODELED GRAV-     980,049.0   (mgal)                       NAVD 88
 KA0504
 KA0504  VERT ORDER  -  SECOND    CLASS 0
 KA0504
 KA0504.The horizontal coordinates were scaled from a topographic map and have
 KA0504.an estimated accuracy of +/- 6 seconds.
 KA0504
 KA0504.The orthometric height was determined by differential leveling
 KA0504.and adjusted by the National Geodetic Survey in June 1991..
 KA0504
 KA0504.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0504.See file dsdata.txt to determine how the superseded data were derived.
 KA0504
 KA0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ034660(NAD 83)
 KA0504_MARKER: DB = BENCH MARK DISK
 KA0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0504_STAMPING: L 69 1946
 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 = OCTOBER  6, 2006
 KA0709 ***********************************************************************
 KA0709  DESIGNATION -  L 70
 KA0709  PID         -  KA0709
 KA0709  STATE/COUNTY-  IN/PUTNAM
 KA0709  USGS QUAD   -  REELSVILLE (1986)
 KA0709
 KA0709                         *CURRENT SURVEY CONTROL
 KA0709  ___________________________________________________________________
 KA0709* NAD 83(1986)-  39 32 31.     (N)    086 55 53.     (W)     SCALED    
 KA0709* NAVD 88     -       196.561  (meters)     644.88   (feet)  ADJUSTED  
 KA0709  ___________________________________________________________________
 KA0709  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KA0709  DYNAMIC HT  -         196.450 (meters)     644.52  (feet)  COMP
 KA0709  MODELED GRAV-     980,055.8   (mgal)                       NAVD 88
 KA0709
 KA0709  VERT ORDER  -  SECOND    CLASS 0
 KA0709
 KA0709.The horizontal coordinates were scaled from a topographic map and have
 KA0709.an estimated accuracy of +/- 6 seconds.
 KA0709
 KA0709.The orthometric height was determined by differential leveling
 KA0709.and adjusted by the National Geodetic Survey in June 1991..
 KA0709
 KA0709.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0709.See file dsdata.txt to determine how the superseded data were derived.
 KA0709
 KA0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ058769(NAD 83)
 KA0709_MARKER: DB = BENCH MARK DISK
 KA0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0709_STAMPING: L 70 1946
 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 = OCTOBER  6, 2006
 KA0838 ***********************************************************************
 KA0838  DESIGNATION -  L 71
 KA0838  PID         -  KA0838
 KA0838  STATE/COUNTY-  IN/PARKE
 KA0838  USGS QUAD   -  MANSFIELD (1983)
 KA0838
 KA0838                         *CURRENT SURVEY CONTROL
 KA0838  ___________________________________________________________________
 KA0838* NAD 83(1986)-  39 44 17.     (N)    087 06 18.     (W)     SCALED    
 KA0838* NAVD 88     -       219.750  (meters)     720.96   (feet)  ADJUSTED  
 KA0838  ___________________________________________________________________
 KA0838  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KA0838  DYNAMIC HT  -         219.625 (meters)     720.55  (feet)  COMP
 KA0838  MODELED GRAV-     980,053.4   (mgal)                       NAVD 88
 KA0838
 KA0838  VERT ORDER  -  SECOND    CLASS 0
 KA0838
 KA0838.The horizontal coordinates were scaled from a topographic map and have
 KA0838.an estimated accuracy of +/- 6 seconds.
 KA0838
 KA0838.The orthometric height was determined by differential leveling
 KA0838.and adjusted by the National Geodetic Survey in June 1991..
 KA0838
 KA0838.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0838.See file dsdata.txt to determine how the superseded data were derived.
 KA0838
 KA0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ910986(NAD 83)
 KA0838_MARKER: DB = BENCH MARK DISK
 KA0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0838_STAMPING: L 71 1946
 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 = OCTOBER  6, 2006
 KA0839 ***********************************************************************
 KA0839  DESIGNATION -  L 71 RESET
 KA0839  PID         -  KA0839
 KA0839  STATE/COUNTY-  IN/PARKE
 KA0839  USGS QUAD   -  MANSFIELD (1983)
 KA0839
 KA0839                         *CURRENT SURVEY CONTROL
 KA0839  ___________________________________________________________________
 KA0839* NAD 83(1986)-  39 44 17.     (N)    087 06 19.     (W)     SCALED    
 KA0839* NAVD 88     -       220.07   (meters)     722.0    (feet)  RESET     
 KA0839  ___________________________________________________________________
 KA0839  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KA0839
 KA0839  VERT ORDER  -  THIRD
 KA0839
 KA0839.The horizontal coordinates were scaled from a topographic map and have
 KA0839.an estimated accuracy of +/- 6 seconds.
 KA0839
 KA0839.The orthometric height was computed from unverified reset data.
 KA0839
 KA0839.The geoid height was determined by GEOID03.
 KA0839
 KA0839;                    North         East    Units  Estimated Accuracy
 KA0839;SPC IN W     -   498,440.      898,120.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0839.See file dsdata.txt to determine how the superseded data were derived.
 KA0839
 KA0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ909986(NAD 83)
 KA0839_MARKER: DB = BENCH MARK DISK
 KA0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0839_SP_SET: CONCRETE POST
 KA0839_STAMPING: L 71 RESET 1956
 KA0839_MARK LOGO: INHD  
 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 = OCTOBER  6, 2006
 KA0566 ***********************************************************************
 KA0566  DESIGNATION -  L 72
 KA0566  PID         -  KA0566
 KA0566  STATE/COUNTY-  IN/PUTNAM
 KA0566  USGS QUAD   -  ROACHDALE (1958)
 KA0566
 KA0566                         *CURRENT SURVEY CONTROL
 KA0566  ___________________________________________________________________
 KA0566* NAD 83(1986)-  39 45 42.     (N)    086 48 40.     (W)     SCALED    
 KA0566* NAVD 88     -       283.036  (meters)     928.59   (feet)  ADJUSTED  
 KA0566  ___________________________________________________________________
 KA0566  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KA0566  DYNAMIC HT  -         282.877 (meters)     928.07  (feet)  COMP
 KA0566  MODELED GRAV-     980,058.4   (mgal)                       NAVD 88
 KA0566
 KA0566  VERT ORDER  -  SECOND    CLASS 0
 KA0566
 KA0566.The horizontal coordinates were scaled from a topographic map and have
 KA0566.an estimated accuracy of +/- 6 seconds.
 KA0566
 KA0566.The orthometric height was determined by differential leveling
 KA0566.and adjusted by the National Geodetic Survey in June 1991..
 KA0566
 KA0566.The geoid height was determined by GEOID03.
 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     -   501,090.      923,330.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0566.See file dsdata.txt to determine how the superseded data were derived.
 KA0566
 KA0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK161013(NAD 83)
 KA0566_MARKER: DB = BENCH MARK DISK
 KA0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0566_STAMPING: L 72 1946
 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 = OCTOBER  6, 2006
 KA0746 ***********************************************************************
 KA0746  DESIGNATION -  L 73
 KA0746  PID         -  KA0746
 KA0746  STATE/COUNTY-  IN/HENDRICKS
 KA0746  USGS QUAD   -  COATESVILLE (1983)
 KA0746
 KA0746                         *CURRENT SURVEY CONTROL
 KA0746  ___________________________________________________________________
 KA0746* NAD 83(1986)-  39 40 09.     (N)    086 40 01.     (W)     SCALED    
 KA0746* NAVD 88     -       259.966  (meters)     852.91   (feet)  POSTED    
 KA0746  ___________________________________________________________________
 KA0746  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KA0746  DYNAMIC HT  -         259.820 (meters)     852.43  (feet)  COMP
 KA0746  MODELED GRAV-     980,061.0   (mgal)                       NAVD 88
 KA0746
 KA0746  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KA0746
 KA0746.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KA0746.rate of 1.1 thru 2.0 mm/km.
 KA0746
 KA0746.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0746.See file dsdata.txt to determine how the superseded data were derived.
 KA0746
 KA0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ285910(NAD 83)
 KA0746_MARKER: DB = BENCH MARK DISK
 KA0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0746_STAMPING: L 73 1946
 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 = OCTOBER  6, 2006
 KA0762 ***********************************************************************
 KA0762  DESIGNATION -  L 74
 KA0762  PID         -  KA0762
 KA0762  STATE/COUNTY-  IN/MONTGOMERY
 KA0762  USGS QUAD   -  NEW MARKET (1980)
 KA0762
 KA0762                         *CURRENT SURVEY CONTROL
 KA0762  ___________________________________________________________________
 KA0762* NAD 83(1986)-  39 55 25.     (N)    086 53 02.     (W)     SCALED    
 KA0762* NAVD 88     -       256.398  (meters)     841.20   (feet)  ADJUSTED  
 KA0762  ___________________________________________________________________
 KA0762  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KA0762  DYNAMIC HT  -         256.257 (meters)     840.74  (feet)  COMP
 KA0762  MODELED GRAV-     980,071.2   (mgal)                       NAVD 88
 KA0762
 KA0762  VERT ORDER  -  SECOND    CLASS 0
 KA0762
 KA0762.The horizontal coordinates were scaled from a topographic map and have
 KA0762.an estimated accuracy of +/- 6 seconds.
 KA0762
 KA0762.The orthometric height was determined by differential leveling
 KA0762.and adjusted by the National Geodetic Survey in June 1991..
 KA0762
 KA0762.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0762.See file dsdata.txt to determine how the superseded data were derived.
 KA0762
 KA0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK099192(NAD 83)
 KA0762_MARKER: DB = BENCH MARK DISK
 KA0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0762_STAMPING: L 74 1946
 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 = OCTOBER  6, 2006
 ME3387 ***********************************************************************
 ME3387  DESIGNATION -  L 745
 ME3387  PID         -  ME3387
 ME3387  STATE/COUNTY-  IN/LA PORTE
 ME3387  USGS QUAD   -  KINGSFORD HEIGHTS (1977)
 ME3387
 ME3387                         *CURRENT SURVEY CONTROL
 ME3387  ___________________________________________________________________
 ME3387* NAD 83(1986)-  41 24 02.     (N)    086 42 06.     (W)     SCALED    
 ME3387* NAVD 88     -       208.046  (meters)     682.56   (feet)  ADJUSTED  
 ME3387  ___________________________________________________________________
 ME3387  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME3387  DYNAMIC HT  -         207.962 (meters)     682.29  (feet)  COMP
 ME3387  MODELED GRAV-     980,213.9   (mgal)                       NAVD 88
 ME3387
 ME3387  VERT ORDER  -  FIRST     CLASS II
 ME3387
 ME3387.The horizontal coordinates were scaled from a topographic map and have
 ME3387.an estimated accuracy of +/- 6 seconds.
 ME3387
 ME3387.The orthometric height was determined by differential leveling
 ME3387.and adjusted by the National Geodetic Survey in April 1995..
 ME3387
 ME3387.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3387.See file dsdata.txt to determine how the superseded data were derived.
 ME3387
 ME3387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL249832(NAD 83)
 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 - September 07, 1992
 ME3387
 ME3387  HISTORY     - Date     Condition        Report By
 ME3387  HISTORY     - UNK      MONUMENTED       INGS
 ME3387  HISTORY     - 19920907 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0590 ***********************************************************************
 KA0590  DESIGNATION -  L 75
 KA0590  PID         -  KA0590
 KA0590  STATE/COUNTY-  IN/PUTNAM
 KA0590  USGS QUAD   -  ROACHDALE (1958)
 KA0590
 KA0590                         *CURRENT SURVEY CONTROL
 KA0590  ___________________________________________________________________
 KA0590* NAD 83(1986)-  39 50 57.     (N)    086 45 59.     (W)     SCALED    
 KA0590* NAVD 88     -       263.065  (meters)     863.07   (feet)  ADJUSTED  
 KA0590  ___________________________________________________________________
 KA0590  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KA0590  DYNAMIC HT  -         262.921 (meters)     862.60  (feet)  COMP
 KA0590  MODELED GRAV-     980,073.1   (mgal)                       NAVD 88
 KA0590
 KA0590  VERT ORDER  -  SECOND    CLASS 0
 KA0590
 KA0590.The horizontal coordinates were scaled from a topographic map and have
 KA0590.an estimated accuracy of +/- 6 seconds.
 KA0590
 KA0590.The orthometric height was determined by differential leveling
 KA0590.and adjusted by the National Geodetic Survey in June 1991..
 KA0590
 KA0590.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0590.See file dsdata.txt to determine how the superseded data were derived.
 KA0590
 KA0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK199110(NAD 83)
 KA0590_MARKER: DB = BENCH MARK DISK
 KA0590_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0590_SP_SET: BRIDGE
 KA0590_STAMPING: L 75 1946
 KA0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0590
 KA0590  HISTORY     - Date     Condition        Report By
 KA0590  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0758 ***********************************************************************
 KA0758  DESIGNATION -  L 76
 KA0758  PID         -  KA0758
 KA0758  STATE/COUNTY-  IN/MORGAN
 KA0758  USGS QUAD   -  HALL (1970)
 KA0758
 KA0758                         *CURRENT SURVEY CONTROL
 KA0758  ___________________________________________________________________
 KA0758* NAD 83(1986)-  39 35 14.     (N)    086 31 18.     (W)     SCALED    
 KA0758* NAVD 88     -       230.991  (meters)     757.84   (feet)  ADJUSTED  
 KA0758  ___________________________________________________________________
 KA0758  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KA0758  DYNAMIC HT  -         230.862 (meters)     757.42  (feet)  COMP
 KA0758  MODELED GRAV-     980,063.8   (mgal)                       NAVD 88
 KA0758
 KA0758  VERT ORDER  -  SECOND    CLASS 0
 KA0758
 KA0758.The horizontal coordinates were scaled from a topographic map and have
 KA0758.an estimated accuracy of +/- 6 seconds.
 KA0758
 KA0758.The orthometric height was determined by differential leveling
 KA0758.and adjusted by the National Geodetic Survey in June 1991..
 KA0758
 KA0758.The geoid height was determined by GEOID03.
 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     -   481,840.      948,250.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0758.See file dsdata.txt to determine how the superseded data were derived.
 KA0758
 KA0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ410820(NAD 83)
 KA0758_MARKER: DB = BENCH MARK DISK
 KA0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0758_STAMPING: L 76 1946
 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 = OCTOBER  6, 2006
 KA0121 ***********************************************************************
 KA0121  DESIGNATION -  L 77
 KA0121  PID         -  KA0121
 KA0121  STATE/COUNTY-  IN/HENDRICKS
 KA0121  USGS QUAD   -  BROWNSBURG (1980)
 KA0121
 KA0121                         *CURRENT SURVEY CONTROL
 KA0121  ___________________________________________________________________
 KA0121* NAD 83(1986)-  39 50 14.     (N)    086 22 36.     (W)     SCALED    
 KA0121* NAVD 88     -       269.010  (meters)     882.58   (feet)  ADJUSTED  
 KA0121  ___________________________________________________________________
 KA0121  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KA0121  DYNAMIC HT  -         268.863 (meters)     882.09  (feet)  COMP
 KA0121  MODELED GRAV-     980,072.6   (mgal)                       NAVD 88
 KA0121
 KA0121  VERT ORDER  -  SECOND    CLASS 0
 KA0121
 KA0121.The horizontal coordinates were scaled from a topographic map and have
 KA0121.an estimated accuracy of +/- 6 seconds.
 KA0121
 KA0121.The orthometric height was determined by differential leveling
 KA0121.and adjusted by the National Geodetic Survey in June 1991..
 KA0121
 KA0121.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0121.See file dsdata.txt to determine how the superseded data were derived.
 KA0121
 KA0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK533098(NAD 83)
 KA0121_MARKER: DB = BENCH MARK DISK
 KA0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0121_STAMPING: L 77 1946
 KA0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0121+STABILITY: SURFACE MOTION
 KA0121
 KA0121  HISTORY     - Date     Condition        Report By
 KA0121  HISTORY     - 1946     MONUMENTED       CGS
 KA0121  HISTORY     - 1978     GOOD             LOCSUR
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0587 ***********************************************************************
 LB0587  DESIGNATION -  L 78
 LB0587  PID         -  LB0587
 LB0587  STATE/COUNTY-  IN/BOONE
 LB0587  USGS QUAD   -  ROSSTON (1987)
 LB0587
 LB0587                         *CURRENT SURVEY CONTROL
 LB0587  ___________________________________________________________________
 LB0587* NAD 83(1986)-  40 01 31.     (N)    086 16 40.     (W)     SCALED    
 LB0587* NAVD 88     -       269.229  (meters)     883.30   (feet)  ADJUSTED  
 LB0587  ___________________________________________________________________
 LB0587  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 LB0587  DYNAMIC HT  -         269.079 (meters)     882.80  (feet)  COMP
 LB0587  MODELED GRAV-     980,060.2   (mgal)                       NAVD 88
 LB0587
 LB0587  VERT ORDER  -  SECOND    CLASS 0
 LB0587
 LB0587.The horizontal coordinates were scaled from a topographic map and have
 LB0587.an estimated accuracy of +/- 6 seconds.
 LB0587
 LB0587.The orthometric height was determined by differential leveling
 LB0587.and adjusted by the National Geodetic Survey in June 1991..
 LB0587
 LB0587.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0587.See file dsdata.txt to determine how the superseded data were derived.
 LB0587
 LB0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK616308(NAD 83)
 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_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 = OCTOBER  6, 2006
 KA0067 ***********************************************************************
 KA0067  DESIGNATION -  L 79
 KA0067  PID         -  KA0067
 KA0067  STATE/COUNTY-  IN/MARION
 KA0067  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA0067
 KA0067                         *CURRENT SURVEY CONTROL
 KA0067  ___________________________________________________________________
 KA0067* NAD 83(1986)-  39 47 57.     (N)    086 12 34.     (W)     SCALED    
 KA0067* NAVD 88     -       226.262  (meters)     742.33   (feet)  ADJUSTED  
 KA0067  ___________________________________________________________________
 KA0067  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KA0067  DYNAMIC HT  -         226.139 (meters)     741.92  (feet)  COMP
 KA0067  MODELED GRAV-     980,075.0   (mgal)                       NAVD 88
 KA0067
 KA0067  VERT ORDER  -  SECOND    CLASS 0
 KA0067
 KA0067.The horizontal coordinates were scaled from a topographic map and have
 KA0067.an estimated accuracy of +/- 6 seconds.
 KA0067
 KA0067.The orthometric height was determined by differential leveling
 KA0067.and adjusted by the National Geodetic Survey in June 1991..
 KA0067
 KA0067.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0067.See file dsdata.txt to determine how the superseded data were derived.
 KA0067
 KA0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK676057(NAD 83)
 KA0067_MARKER: DB = BENCH MARK DISK
 KA0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0067_SP_SET: BUILDING
 KA0067_STAMPING: L 79 1946
 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 = OCTOBER  6, 2006
 KA0720 ***********************************************************************
 KA0720  DESIGNATION -  L 80
 KA0720  PID         -  KA0720
 KA0720  STATE/COUNTY-  IN/HENDRICKS
 KA0720  USGS QUAD   -  LIZTON (1970)
 KA0720
 KA0720                         *CURRENT SURVEY CONTROL
 KA0720  ___________________________________________________________________
 KA0720* NAD 83(1986)-  39 54 28.     (N)    086 32 03.     (W)     SCALED    
 KA0720* NAVD 88     -       290.033  (meters)     951.55   (feet)  ADJUSTED  
 KA0720  ___________________________________________________________________
 KA0720  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KA0720  DYNAMIC HT  -         289.874 (meters)     951.03  (feet)  COMP
 KA0720  MODELED GRAV-     980,069.0   (mgal)                       NAVD 88
 KA0720
 KA0720  VERT ORDER  -  SECOND    CLASS 0
 KA0720
 KA0720.The horizontal coordinates were scaled from a topographic map and have
 KA0720.an estimated accuracy of +/- 6 seconds.
 KA0720
 KA0720.The orthometric height was determined by differential leveling
 KA0720.and adjusted by the National Geodetic Survey in June 1991..
 KA0720
 KA0720.The geoid height was determined by GEOID03.
 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     -   517,420.      946,960.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0720.See file dsdata.txt to determine how the superseded data were derived.
 KA0720
 KA0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK398176(NAD 83)
 KA0720_MARKER: DB = BENCH MARK DISK
 KA0720_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0720_SP_SET: CULVERT
 KA0720_STAMPING: L 80 1946
 KA0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0720
 KA0720  HISTORY     - Date     Condition        Report By
 KA0720  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0531 ***********************************************************************
 KA0531  DESIGNATION -  L 81
 KA0531  PID         -  KA0531
 KA0531  STATE/COUNTY-  IN/OWEN
 KA0531  USGS QUAD   -  CATARACT (1986)
 KA0531
 KA0531                         *CURRENT SURVEY CONTROL
 KA0531  ___________________________________________________________________
 KA0531* NAD 83(1986)-  39 25 59.     (N)    086 48 49.     (W)     SCALED    
 KA0531* NAVD 88     -       218.248  (meters)     716.04   (feet)  ADJUSTED  
 KA0531  ___________________________________________________________________
 KA0531  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KA0531  DYNAMIC HT  -         218.121 (meters)     715.62  (feet)  COMP
 KA0531  MODELED GRAV-     980,041.3   (mgal)                       NAVD 88
 KA0531
 KA0531  VERT ORDER  -  SECOND    CLASS 0
 KA0531
 KA0531.The horizontal coordinates were scaled from a topographic map and have
 KA0531.an estimated accuracy of +/- 6 seconds.
 KA0531
 KA0531.The orthometric height was determined by differential leveling
 KA0531.and adjusted by the National Geodetic Survey in June 1991..
 KA0531
 KA0531.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0531.See file dsdata.txt to determine how the superseded data were derived.
 KA0531
 KA0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ160648(NAD 83)
 KA0531_MARKER: DB = BENCH MARK DISK
 KA0531_SETTING: 66 = SET IN ROCK OUTCROP
 KA0531_SP_SET: ROCK OUTCROP
 KA0531_STAMPING: L 81 1946
 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 = OCTOBER  6, 2006
 KA1207 ***********************************************************************
 KA1207  DESIGNATION -  L 82
 KA1207  PID         -  KA1207
 KA1207  STATE/COUNTY-  IN/CLAY
 KA1207  USGS QUAD   -  CLAY CITY (1986)
 KA1207
 KA1207                         *CURRENT SURVEY CONTROL
 KA1207  ___________________________________________________________________
 KA1207* NAD 83(1986)-  39 17 06.     (N)    087 06 55.     (W)     SCALED    
 KA1207* NAVD 88     -       171.011  (meters)     561.06   (feet)  ADJUSTED  
 KA1207  ___________________________________________________________________
 KA1207  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KA1207  DYNAMIC HT  -         170.912 (meters)     560.73  (feet)  COMP
 KA1207  MODELED GRAV-     980,042.4   (mgal)                       NAVD 88
 KA1207
 KA1207  VERT ORDER  -  FIRST     CLASS II
 KA1207
 KA1207.The horizontal coordinates were scaled from a topographic map and have
 KA1207.an estimated accuracy of +/- 6 seconds.
 KA1207
 KA1207.The orthometric height was determined by differential leveling
 KA1207.and adjusted by the National Geodetic Survey in June 1991..
 KA1207
 KA1207.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1207.See file dsdata.txt to determine how the superseded data were derived.
 KA1207
 KA1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ900484(NAD 83)
 KA1207_MARKER: DB = BENCH MARK DISK
 KA1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1207_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 KA0917 ***********************************************************************
 KA0917  DESIGNATION -  L 83
 KA0917  PID         -  KA0917
 KA0917  STATE/COUNTY-  IN/VIGO
 KA0917  USGS QUAD   -  ROSEDALE (1983)
 KA0917
 KA0917                         *CURRENT SURVEY CONTROL
 KA0917  ___________________________________________________________________
 KA0917* NAD 83(1986)-  39 32 30.     (N)    087 17 42.     (W)     SCALED    
 KA0917* NAVD 88     -       158.724  (meters)     520.75   (feet)  ADJUSTED  
 KA0917  ___________________________________________________________________
 KA0917  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KA0917  DYNAMIC HT  -         158.633 (meters)     520.45  (feet)  COMP
 KA0917  MODELED GRAV-     980,051.0   (mgal)                       NAVD 88
 KA0917
 KA0917  VERT ORDER  -  FIRST     CLASS II
 KA0917
 KA0917.The horizontal coordinates were scaled from a topographic map and have
 KA0917.an estimated accuracy of +/- 6 seconds.
 KA0917
 KA0917.The orthometric height was determined by differential leveling
 KA0917.and adjusted by the National Geodetic Survey in June 1991..
 KA0917
 KA0917.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0917.See file dsdata.txt to determine how the superseded data were derived.
 KA0917
 KA0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ746769(NAD 83)
 KA0917_MARKER: DB = BENCH MARK DISK
 KA0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0917_STAMPING: L 83 1946
 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 = OCTOBER  6, 2006
 KA0469 ***********************************************************************
 KA0469  DESIGNATION -  L 84
 KA0469  PID         -  KA0469
 KA0469  STATE/COUNTY-  IN/OWEN
 KA0469  USGS QUAD   -  PATRICKSBURG (1956)
 KA0469
 KA0469                         *CURRENT SURVEY CONTROL
 KA0469  ___________________________________________________________________
 KA0469* NAD 83(1986)-  39 18 37.     (N)    086 57 03.     (W)     SCALED    
 KA0469* NAVD 88     -       235.928  (meters)     774.04   (feet)  ADJUSTED  
 KA0469  ___________________________________________________________________
 KA0469  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KA0469  DYNAMIC HT  -         235.789 (meters)     773.58  (feet)  COMP
 KA0469  MODELED GRAV-     980,034.0   (mgal)                       NAVD 88
 KA0469
 KA0469  VERT ORDER  -  SECOND    CLASS 0
 KA0469
 KA0469.The horizontal coordinates were scaled from a topographic map and have
 KA0469.an estimated accuracy of +/- 6 seconds.
 KA0469
 KA0469.The orthometric height was determined by differential leveling
 KA0469.and adjusted by the National Geodetic Survey in June 1991..
 KA0469
 KA0469.The geoid height was determined by GEOID03.
 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     -   450,950.      911,430.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0469.See file dsdata.txt to determine how the superseded data were derived.
 KA0469
 KA0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ042512(NAD 83)
 KA0469_MARKER: DB = BENCH MARK DISK
 KA0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0469_STAMPING: L 84 1946
 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 = OCTOBER  6, 2006
 KA1028 ***********************************************************************
 KA1028  DESIGNATION -  L 85
 KA1028  PID         -  KA1028
 KA1028  STATE/COUNTY-  IN/PARKE
 KA1028  USGS QUAD   -  MECCA (1983)
 KA1028
 KA1028                         *CURRENT SURVEY CONTROL
 KA1028  ___________________________________________________________________
 KA1028* NAD 83(1986)-  39 44 56.     (N)    087 15 10.     (W)     SCALED    
 KA1028* NAVD 88     -       202.918  (meters)     665.74   (feet)  ADJUSTED  
 KA1028  ___________________________________________________________________
 KA1028  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KA1028  DYNAMIC HT  -         202.803 (meters)     665.36  (feet)  COMP
 KA1028  MODELED GRAV-     980,056.2   (mgal)                       NAVD 88
 KA1028
 KA1028  VERT ORDER  -  SECOND    CLASS 0
 KA1028
 KA1028.The horizontal coordinates were scaled from a topographic map and have
 KA1028.an estimated accuracy of +/- 6 seconds.
 KA1028
 KA1028.The orthometric height was determined by differential leveling
 KA1028.and adjusted by the National Geodetic Survey in June 1991..
 KA1028
 KA1028.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1028.See file dsdata.txt to determine how the superseded data were derived.
 KA1028
 KA1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ783999(NAD 83)
 KA1028_MARKER: DB = BENCH MARK DISK
 KA1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1028_STAMPING: L 85 1946
 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 = OCTOBER  6, 2006
 KA0242 ***********************************************************************
 KA0242  DESIGNATION -  L 86
 KA0242  PID         -  KA0242
 KA0242  STATE/COUNTY-  IN/HENDRICKS
 KA0242  USGS QUAD   -  BROWNSBURG (1980)
 KA0242
 KA0242                         *CURRENT SURVEY CONTROL
 KA0242  ___________________________________________________________________
 KA0242* NAD 83(1986)-  39 49 52.     (N)    086 24 04.     (W)     SCALED    
 KA0242* NAVD 88     -       266.446  (meters)     874.16   (feet)  ADJUSTED  
 KA0242  ___________________________________________________________________
 KA0242  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KA0242  DYNAMIC HT  -         266.300 (meters)     873.69  (feet)  COMP
 KA0242  MODELED GRAV-     980,072.3   (mgal)                       NAVD 88
 KA0242
 KA0242  VERT ORDER  -  SECOND    CLASS 0
 KA0242
 KA0242.The horizontal coordinates were scaled from a topographic map and have
 KA0242.an estimated accuracy of +/- 6 seconds.
 KA0242
 KA0242.The orthometric height was determined by differential leveling
 KA0242.and adjusted by the National Geodetic Survey in June 1991..
 KA0242
 KA0242.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0242.See file dsdata.txt to determine how the superseded data were derived.
 KA0242
 KA0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK512091(NAD 83)
 KA0242_MARKER: DB = BENCH MARK DISK
 KA0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0242_STAMPING: L 86 1946
 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 = OCTOBER  6, 2006
 LB0754 ***********************************************************************
 LB0754  DESIGNATION -  L 87
 LB0754  PID         -  LB0754
 LB0754  STATE/COUNTY-  IN/MONTGOMERY
 LB0754  USGS QUAD   -  COLFAX (1980)
 LB0754
 LB0754                         *CURRENT SURVEY CONTROL
 LB0754  ___________________________________________________________________
 LB0754* NAD 83(1986)-  40 09 46.     (N)    086 42 53.     (W)     SCALED    
 LB0754* NAVD 88     -       249.822  (meters)     819.62   (feet)  ADJUSTED  
 LB0754  ___________________________________________________________________
 LB0754  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 LB0754  DYNAMIC HT  -         249.690 (meters)     819.19  (feet)  COMP
 LB0754  MODELED GRAV-     980,088.1   (mgal)                       NAVD 88
 LB0754
 LB0754  VERT ORDER  -  SECOND    CLASS 0
 LB0754
 LB0754.The horizontal coordinates were scaled from a topographic map and have
 LB0754.an estimated accuracy of +/- 6 seconds.
 LB0754
 LB0754.The orthometric height was determined by differential leveling
 LB0754.and adjusted by the National Geodetic Survey in June 1991..
 LB0754
 LB0754.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0754.See file dsdata.txt to determine how the superseded data were derived.
 LB0754
 LB0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK242458(NAD 83)
 LB0754_MARKER: DB = BENCH MARK DISK
 LB0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0754_STAMPING: L 87 1946
 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 = OCTOBER  6, 2006
 LB0796 ***********************************************************************
 LB0796  DESIGNATION -  L 88
 LB0796  PID         -  LB0796
 LB0796  STATE/COUNTY-  IN/TIPPECANOE
 LB0796  USGS QUAD   -  STOCKWELL (1980)
 LB0796
 LB0796                         *CURRENT SURVEY CONTROL
 LB0796  ___________________________________________________________________
 LB0796* NAD 83(1986)-  40 15 30.     (N)    086 50 30.     (W)     SCALED    
 LB0796* NAVD 88     -       228.581  (meters)     749.94   (feet)  ADJUSTED  
 LB0796  ___________________________________________________________________
 LB0796  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 LB0796  DYNAMIC HT  -         228.463 (meters)     749.55  (feet)  COMP
 LB0796  MODELED GRAV-     980,107.1   (mgal)                       NAVD 88
 LB0796
 LB0796  VERT ORDER  -  SECOND    CLASS 0
 LB0796
 LB0796.The horizontal coordinates were scaled from a topographic map and have
 LB0796.an estimated accuracy of +/- 6 seconds.
 LB0796
 LB0796.The orthometric height was determined by differential leveling
 LB0796.and adjusted by the National Geodetic Survey in June 1991..
 LB0796
 LB0796.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0796.See file dsdata.txt to determine how the superseded data were derived.
 LB0796
 LB0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK134564(NAD 83)
 LB0796_MARKER: DB = BENCH MARK DISK
 LB0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0796_STAMPING: L 88 1946
 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 = OCTOBER  6, 2006
 LB0718 ***********************************************************************
 LB0718  DESIGNATION -  L 89
 LB0718  PID         -  LB0718
 LB0718  STATE/COUNTY-  IN/CLINTON
 LB0718  USGS QUAD   -  FRANKFORT (1991)
 LB0718
 LB0718                         *CURRENT SURVEY CONTROL
 LB0718  ___________________________________________________________________
 LB0718* NAD 83(1986)-  40 19 22.     (N)    086 37 24.     (W)     SCALED    
 LB0718* NAVD 88     -       229.347  (meters)     752.45   (feet)  ADJUSTED  
 LB0718  ___________________________________________________________________
 LB0718  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 LB0718  DYNAMIC HT  -         229.228 (meters)     752.06  (feet)  COMP
 LB0718  MODELED GRAV-     980,102.9   (mgal)                       NAVD 88
 LB0718
 LB0718  VERT ORDER  -  SECOND    CLASS 0
 LB0718
 LB0718.The horizontal coordinates were scaled from a topographic map and have
 LB0718.an estimated accuracy of +/- 6 seconds.
 LB0718
 LB0718.The orthometric height was determined by differential leveling
 LB0718.and adjusted by the National Geodetic Survey in June 1991..
 LB0718
 LB0718.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0718.See file dsdata.txt to determine how the superseded data were derived.
 LB0718
 LB0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK320636(NAD 83)
 LB0718_MARKER: DB = BENCH MARK DISK
 LB0718_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0718_SP_SET: ABUTMENT
 LB0718_STAMPING: L 89 1946
 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 = OCTOBER  6, 2006
 LB0719 ***********************************************************************
 LB0719  DESIGNATION -  L 89 RESET 1955
 LB0719  PID         -  LB0719
 LB0719  STATE/COUNTY-  IN/CLINTON
 LB0719  USGS QUAD   -  FRANKFORT (1991)
 LB0719
 LB0719                         *CURRENT SURVEY CONTROL
 LB0719  ___________________________________________________________________
 LB0719* NAD 83(1986)-  40 19 22.     (N)    086 37 24.     (W)     SCALED    
 LB0719* NAVD 88     -       229.63   (meters)     753.4    (feet)  RESET     
 LB0719  ___________________________________________________________________
 LB0719  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 LB0719
 LB0719  VERT ORDER  -  THIRD
 LB0719
 LB0719.The horizontal coordinates were scaled from a topographic map and have
 LB0719.an estimated accuracy of +/- 6 seconds.
 LB0719
 LB0719.The orthometric height was computed from unverified reset data.
 LB0719
 LB0719.The geoid height was determined by GEOID03.
 LB0719
 LB0719;                    North         East    Units  Estimated Accuracy
 LB0719;SPC IN W     -   563,460.      939,090.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0719.See file dsdata.txt to determine how the superseded data were derived.
 LB0719
 LB0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK320636(NAD 83)
 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_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 = OCTOBER  6, 2006
 JZ2080 ***********************************************************************
 JZ2080  DESIGNATION -  L 9
 JZ2080  PID         -  JZ2080
 JZ2080  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2080  USGS QUAD   -  HOPE (1993)
 JZ2080
 JZ2080                         *CURRENT SURVEY CONTROL
 JZ2080  ___________________________________________________________________
 JZ2080* NAD 83(1986)-  39 17 02.     (N)    085 52 10.     (W)     SCALED    
 JZ2080* NAVD 88     -       201.548  (meters)     661.25   (feet)  ADJUSTED  
 JZ2080  ___________________________________________________________________
 JZ2080  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JZ2080  DYNAMIC HT  -         201.425 (meters)     660.84  (feet)  COMP
 JZ2080  MODELED GRAV-     980,011.7   (mgal)                       NAVD 88
 JZ2080
 JZ2080  VERT ORDER  -  FIRST     CLASS II
 JZ2080
 JZ2080.The horizontal coordinates were scaled from a topographic map and have
 JZ2080.an estimated accuracy of +/- 6 seconds.
 JZ2080
 JZ2080.The orthometric height was determined by differential leveling
 JZ2080.and adjusted by the National Geodetic Survey in June 1991..
 JZ2080
 JZ2080.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2080.See file dsdata.txt to determine how the superseded data were derived.
 JZ2080
 JZ2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ975488(NAD 83)
 JZ2080_MARKER: DB = BENCH MARK DISK
 JZ2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2080_STAMPING: 661.639 201.668 M L 9 1930
 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             NGS
 JZ2080
 JZ2080                          STATION DESCRIPTION
 JZ2080
 JZ2080'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1939 ***********************************************************************
 LB1939  DESIGNATION -  L 90
 LB1939  PID         -  LB1939
 LB1939  STATE/COUNTY-  IN/NEWTON
 LB1939  USGS QUAD   -  SHELDON (1980)
 LB1939
 LB1939                         *CURRENT SURVEY CONTROL
 LB1939  ___________________________________________________________________
 LB1939* NAD 83(1986)-  40 46 12.     (N)    087 31 10.     (W)     SCALED    
 LB1939* NAVD 88     -       205.988  (meters)     675.81   (feet)  ADJUSTED  
 LB1939  ___________________________________________________________________
 LB1939  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 LB1939  DYNAMIC HT  -         205.894 (meters)     675.50  (feet)  COMP
 LB1939  MODELED GRAV-     980,166.3   (mgal)                       NAVD 88
 LB1939
 LB1939  VERT ORDER  -  SECOND    CLASS 0
 LB1939
 LB1939.The horizontal coordinates were scaled from a topographic map and have
 LB1939.an estimated accuracy of +/- 6 seconds.
 LB1939
 LB1939.The orthometric height was determined by differential leveling
 LB1939.and adjusted by the National Geodetic Survey in June 1991..
 LB1939
 LB1939.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1939.See file dsdata.txt to determine how the superseded data were derived.
 LB1939
 LB1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL561133(NAD 83)
 LB1939_MARKER: DB = BENCH MARK DISK
 LB1939_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1939_SP_SET: CULVERT GUARD WALL
 LB1939_STAMPING: L 90 1934
 LB1939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1939
 LB1939  HISTORY     - Date     Condition        Report By
 LB1939  HISTORY     - 1934     MONUMENTED       CGS
 LB1939  HISTORY     - 1934     GOOD             NGS
 LB1939
 LB1939                          STATION DESCRIPTION
 LB1939
 LB1939'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2721 ***********************************************************************
 LB2721  DESIGNATION -  L 90 RESET
 LB2721  PID         -  LB2721
 LB2721  STATE/COUNTY-  IN/NEWTON
 LB2721  USGS QUAD   -  SHELDON (1980)
 LB2721
 LB2721                         *CURRENT SURVEY CONTROL
 LB2721  ___________________________________________________________________
 LB2721* NAD 83(1986)-  40 46 12.     (N)    087 31 10.     (W)     SCALED    
 LB2721* NAVD 88     -       206.12   (meters)     676.2    (feet)  RESET     
 LB2721  ___________________________________________________________________
 LB2721  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 LB2721
 LB2721  VERT ORDER  -  THIRD
 LB2721
 LB2721.The horizontal coordinates were scaled from a topographic map and have
 LB2721.an estimated accuracy of +/- 6 seconds.
 LB2721
 LB2721.The orthometric height was computed from unverified reset data.
 LB2721
 LB2721.The geoid height was determined by GEOID03.
 LB2721
 LB2721;                    North         East    Units  Estimated Accuracy
 LB2721;SPC IN W     -   613,110.      863,180.      MT  (+/- 180 meters Scaled)
 LB2721
 LB2721                          SUPERSEDED SURVEY CONTROL
 LB2721
 LB2721  NGVD 29 (04/16/04)  206.19   (m)          676.5    (f) RESET       3  
 LB2721
 LB2721.Superseded values are not recommended for survey control.
 LB2721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2721.See file dsdata.txt to determine how the superseded data were derived.
 LB2721
 LB2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL561133(NAD 83)
 LB2721_MARKER: DB = BENCH MARK 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0060 ***********************************************************************
 LB0060  DESIGNATION -  L 91
 LB0060  PID         -  LB0060
 LB0060  STATE/COUNTY-  IN/CASS
 LB0060  USGS QUAD   -  ANOKA (1980)
 LB0060
 LB0060                         *CURRENT SURVEY CONTROL
 LB0060  ___________________________________________________________________
 LB0060* NAD 83(1986)-  40 44 41.     (N)    086 20 57.     (W)     SCALED    
 LB0060* NAVD 88     -       185.528  (meters)     608.69   (feet)  ADJUSTED  
 LB0060  ___________________________________________________________________
 LB0060  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 LB0060  DYNAMIC HT  -         185.439 (meters)     608.39  (feet)  COMP
 LB0060  MODELED GRAV-     980,142.2   (mgal)                       NAVD 88
 LB0060
 LB0060  VERT ORDER  -  SECOND    CLASS 0
 LB0060
 LB0060.The horizontal coordinates were scaled from a topographic map and have
 LB0060.an estimated accuracy of +/- 6 seconds.
 LB0060
 LB0060.The orthometric height was determined by differential leveling
 LB0060.and adjusted by the National Geodetic Survey in June 1991..
 LB0060
 LB0060.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0060.See file dsdata.txt to determine how the superseded data were derived.
 LB0060
 LB0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL549106(NAD 83)
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1672 ***********************************************************************
 HZ1672  DESIGNATION -  L 92
 HZ1672  PID         -  HZ1672
 HZ1672  STATE/COUNTY-  IN/JENNINGS
 HZ1672  USGS QUAD   -  HAYDEN (1993)
 HZ1672
 HZ1672                         *CURRENT SURVEY CONTROL
 HZ1672  ___________________________________________________________________
 HZ1672* NAD 83(1986)-  38 59 30.     (N)    085 40 38.     (W)     SCALED    
 HZ1672* NAVD 88     -       214.868  (meters)     704.95   (feet)  ADJUSTED  
 HZ1672  ___________________________________________________________________
 HZ1672  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 HZ1672  DYNAMIC HT  -         214.732 (meters)     704.50  (feet)  COMP
 HZ1672  MODELED GRAV-     979,989.5   (mgal)                       NAVD 88
 HZ1672
 HZ1672  VERT ORDER  -  FIRST     CLASS II
 HZ1672
 HZ1672.The horizontal coordinates were scaled from a topographic map and have
 HZ1672.an estimated accuracy of +/- 6 seconds.
 HZ1672
 HZ1672.The orthometric height was determined by differential leveling
 HZ1672.and adjusted by the National Geodetic Survey in June 1991..
 HZ1672
 HZ1672.The geoid height was determined by GEOID03.
 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     -   415,570.       99,090.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1672.See file dsdata.txt to determine how the superseded data were derived.
 HZ1672
 HZ1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ145166(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1672
 HZ1672  HISTORY     - Date     Condition        Report By
 HZ1672  HISTORY     - 1938     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1875 ***********************************************************************
 JZ1875  DESIGNATION -  L 93 RESET 1957
 JZ1875  PID         -  JZ1875
 JZ1875  STATE/COUNTY-  IN/RIPLEY
 JZ1875  USGS QUAD   -  VERSAILLES (1994)
 JZ1875
 JZ1875                         *CURRENT SURVEY CONTROL
 JZ1875  ___________________________________________________________________
 JZ1875* NAD 83(1986)-  39 06 02.     (N)    085 19 13.     (W)     SCALED    
 JZ1875* NAVD 88     -       296.92   (+/-2cm)     974.1    (feet)  VERTCON   
 JZ1875  ___________________________________________________________________
 JZ1875  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ1875
 JZ1875  VERT ORDER  -  THIRD (See Below)
 JZ1875
 JZ1875.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ1875
 JZ1875.The geoid height was determined by GEOID03.
 JZ1875
 JZ1875;                    North         East    Units  Estimated Accuracy
 JZ1875;SPC IN E     -   427,720.      129,960.      MT  (+/- 180 meters Scaled)
 JZ1875
 JZ1875                          SUPERSEDED SURVEY CONTROL
 JZ1875
 JZ1875  NGVD 29 (04/16/04)  297.06   (m)          974.6    (f) RESET       3  
 JZ1875
 JZ1875.Superseded values are not recommended for survey control.
 JZ1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1875.See file dsdata.txt to determine how the superseded data were derived.
 JZ1875
 JZ1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ452292(NAD 83)
 JZ1875_MARKER: DB = BENCH MARK DISK
 JZ1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1875_STAMPING: L 93 RESET 1957
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1961
 JZ1875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1691 ***********************************************************************
 LB1691  DESIGNATION -  L 94
 LB1691  PID         -  LB1691
 LB1691  STATE/COUNTY-  IN/TIPPECANOE
 LB1691  USGS QUAD   -  WINGATE (1962)
 LB1691
 LB1691                         *CURRENT SURVEY CONTROL
 LB1691  ___________________________________________________________________
 LB1691* NAD 83(1986)-  40 14 00.     (N)    087 04 23.     (W)     SCALED    
 LB1691* NAVD 88     -       221.877  (meters)     727.94   (feet)  ADJUSTED  
 LB1691  ___________________________________________________________________
 LB1691  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 LB1691  DYNAMIC HT  -         221.765 (meters)     727.57  (feet)  COMP
 LB1691  MODELED GRAV-     980,112.5   (mgal)                       NAVD 88
 LB1691
 LB1691  VERT ORDER  -  SECOND    CLASS 0
 LB1691
 LB1691.The horizontal coordinates were scaled from a topographic map and have
 LB1691.an estimated accuracy of +/- 6 seconds.
 LB1691
 LB1691.The orthometric height was determined by differential leveling
 LB1691.and adjusted by the National Geodetic Survey in June 1991..
 LB1691
 LB1691.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1691.See file dsdata.txt to determine how the superseded data were derived.
 LB1691
 LB1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK937536(NAD 83)
 LB1691_MARKER: DB = BENCH MARK DISK
 LB1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1691_STAMPING: L 94 1946
 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 = OCTOBER  6, 2006
 JZ1925 ***********************************************************************
 JZ1925  DESIGNATION -  L 94
 JZ1925  PID         -  JZ1925
 JZ1925  STATE/COUNTY-  IN/DEARBORN
 JZ1925  USGS QUAD   -  DILLSBORO (1992)
 JZ1925
 JZ1925                         *CURRENT SURVEY CONTROL
 JZ1925  ___________________________________________________________________
 JZ1925* NAD 83(1986)-  39 02 25.     (N)    085 00 53.     (W)     SCALED    
 JZ1925* NAVD 88     -       165.324  (meters)     542.40   (feet)  POSTED    
 JZ1925  ___________________________________________________________________
 JZ1925  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JZ1925  DYNAMIC HT  -         165.220 (meters)     542.06  (feet)  COMP
 JZ1925  MODELED GRAV-     979,986.0   (mgal)                       NAVD 88
 JZ1925
 JZ1925  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JZ1925
 JZ1925.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JZ1925.rate of 0.0 thru 1.0 mm/km.
 JZ1925
 JZ1925.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1925.See file dsdata.txt to determine how the superseded data were derived.
 JZ1925
 JZ1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ718231(NAD 83)
 JZ1925_MARKER: DB = BENCH MARK DISK
 JZ1925_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1925_SP_SET: STEP
 JZ1925_STAMPING: L 94 1938
 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 = OCTOBER  6, 2006
 LB1644 ***********************************************************************
 LB1644  DESIGNATION -  L 95
 LB1644  PID         -  LB1644
 LB1644  STATE/COUNTY-  IN/TIPPECANOE
 LB1644  USGS QUAD   -  WESTPOINT (1962)
 LB1644
 LB1644                         *CURRENT SURVEY CONTROL
 LB1644  ___________________________________________________________________
 LB1644* NAD 83(1986)-  40 20 47.     (N)    087 05 30.     (W)     SCALED    
 LB1644* NAVD 88     -       176.153  (meters)     577.93   (feet)  ADJUSTED  
 LB1644  ___________________________________________________________________
 LB1644  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 LB1644  DYNAMIC HT  -         176.068 (meters)     577.65  (feet)  COMP
 LB1644  MODELED GRAV-     980,135.1   (mgal)                       NAVD 88
 LB1644
 LB1644  VERT ORDER  -  SECOND    CLASS 0
 LB1644
 LB1644.The horizontal coordinates were scaled from a topographic map and have
 LB1644.an estimated accuracy of +/- 6 seconds.
 LB1644
 LB1644.The orthometric height was determined by differential leveling
 LB1644.and adjusted by the National Geodetic Survey in June 1991..
 LB1644
 LB1644.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1644.See file dsdata.txt to determine how the superseded data were derived.
 LB1644
 LB1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK922662(NAD 83)
 LB1644_MARKER: DB = BENCH MARK DISK
 LB1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1644_STAMPING: L 95 1946
 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 = OCTOBER  6, 2006
 LB1682 ***********************************************************************
 LB1682  DESIGNATION -  L 96
 LB1682  PID         -  LB1682
 LB1682  STATE/COUNTY-  IN/MONTGOMERY
 LB1682  USGS QUAD   -  WINGATE (1962)
 LB1682
 LB1682                         *CURRENT SURVEY CONTROL
 LB1682  ___________________________________________________________________
 LB1682* NAD 83(1986)-  40 08 05.     (N)    087 03 42.     (W)     SCALED    
 LB1682* NAVD 88     -       248.109  (meters)     814.00   (feet)  ADJUSTED  
 LB1682  ___________________________________________________________________
 LB1682  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 LB1682  DYNAMIC HT  -         247.978 (meters)     813.57  (feet)  COMP
 LB1682  MODELED GRAV-     980,092.7   (mgal)                       NAVD 88
 LB1682
 LB1682  VERT ORDER  -  SECOND    CLASS 0
 LB1682
 LB1682.The horizontal coordinates were scaled from a topographic map and have
 LB1682.an estimated accuracy of +/- 6 seconds.
 LB1682
 LB1682.The orthometric height was determined by differential leveling
 LB1682.and adjusted by the National Geodetic Survey in June 1991..
 LB1682
 LB1682.The geoid height was determined by GEOID03.
 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     -   542,480.      901,850.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1682.See file dsdata.txt to determine how the superseded data were derived.
 LB1682
 LB1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK947427(NAD 83)
 LB1682_MARKER: DB = BENCH MARK DISK
 LB1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1682_STAMPING: L 96 1946
 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 = OCTOBER  6, 2006
 LB1519 ***********************************************************************
 LB1519  DESIGNATION -  L 98
 LB1519  PID         -  LB1519
 LB1519  STATE/COUNTY-  IN/WARREN
 LB1519  USGS QUAD   -  CHATTERTON (1961)
 LB1519
 LB1519                         *CURRENT SURVEY CONTROL
 LB1519  ___________________________________________________________________
 LB1519* NAD 83(1986)-  40 22 45.     (N)    087 14 38.     (W)     SCALED    
 LB1519* NAVD 88     -       215.063  (meters)     705.59   (feet)  ADJUSTED  
 LB1519  ___________________________________________________________________
 LB1519  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 LB1519  DYNAMIC HT  -         214.955 (meters)     705.23  (feet)  COMP
 LB1519  MODELED GRAV-     980,118.7   (mgal)                       NAVD 88
 LB1519
 LB1519  VERT ORDER  -  SECOND    CLASS 0
 LB1519
 LB1519.The horizontal coordinates were scaled from a topographic map and have
 LB1519.an estimated accuracy of +/- 6 seconds.
 LB1519
 LB1519.The orthometric height was determined by differential leveling
 LB1519.and adjusted by the National Geodetic Survey in June 1991..
 LB1519
 LB1519.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1519.See file dsdata.txt to determine how the superseded data were derived.
 LB1519
 LB1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK792698(NAD 83)
 LB1519_MARKER: DB = BENCH MARK DISK
 LB1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1519_STAMPING: L 98 1946
 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 = OCTOBER  6, 2006
 ME2397 ***********************************************************************
 ME2397  DESIGNATION -  LA CROSSE
 ME2397  PID         -  ME2397
 ME2397  STATE/COUNTY-  IN/LA PORTE
 ME2397  USGS QUAD   -  LA CROSSE (1958)
 ME2397
 ME2397                         *CURRENT SURVEY CONTROL
 ME2397  ___________________________________________________________________
 ME2397* NAD 83(1997)-  41 18 09.52107(N)    086 52 48.17806(W)     ADJUSTED  
 ME2397* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 ME2397  ___________________________________________________________________
 ME2397  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 ME2397  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME2397
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2397
 ME2397.The geoid height was determined by GEOID03.
 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     -   0.99997332  x   0.99997023  =   0.99994355
 ME2397!UTM  16      -   0.99997332  x   0.99960124  =   0.99957457
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2397.See file dsdata.txt to determine how the superseded data were derived.
 ME2397
 ME2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1004272361(NAD 83)
 ME2397_MARKER: DS = TRIANGULATION STATION DISK
 ME2397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2397'1/2 MILES SOUTHEAST OF LA CROSSE.  IT IS 92 FEET NORTHWEST OF THE
 ME2397'NORTHWEST CORNER OF A HOUSE, 45 FEET
 ME2397'SOUTH OF CENTER OF A GRAVEL ROAD AND 23 FEET SOUTH OF A
 ME2397'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 ME2397'2 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
 ME2397'ROAD AND 13 FEET WEST OF THE NORTHWEST CORNER OF HOUSE.  THE MARK
 ME2397'PROJECTS ABOUT 4 INCHES AND THE
 ME2397'DISK IS 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
 ME2397'ROAD AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES
 ME2397'AND THE DISK IS STAMPED LA CROSSE
 ME2397'NO 2 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
 ME2397'WEST OF CENTER OF STATE HIGHWAY 43, 12 FEET NORTH OF A TELEPHONE POLE
 ME2397'AND 2 FEET WEST OF A WHITE WITNESS
 ME2397'POST.  THE MARK IS AN 8 X 8 INCH CONCRETE POST WHICH
 ME2397'PROJECTS ABOUT 2 INCHES AND THE DISK IS A STANDARD
 ME2397'USC AND GS BM DISK STAMPED A 143 1946.
 ME2397'
 ME2397'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 43 AND 8 IN LA
 ME2397'CROSSE, GO SOUTH ON HIGHWAY
 ME2397'43 FOR 1.0 MILE TO A CROSS GRAVEL ROAD, TURN LEFT AND GO EAST FOR 0.6
 ME2397'MILES TO STATION ON RIGHT AS
 ME2397'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
 ME2397'JUNCTION OF STATE HIGHWAY 43, TURN LEFT AND GO SOUTH ON HIGHWAY 43
 ME2397'FOR 0.4 MILE TO MARK ON RIGHT OR
 ME2397'WEST 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
 ME2397'TO ALL MARKS CHECKED.  THE OLD DESCRIPTION IS ADEQUATE WITH THE
 ME2397'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
 ME2397'FOUND IN A CORNFIELD DISTURBED BY MACHINERY AND
 ME2397'WAS DESTROYED AT THE REQUEST OF THE
 ME2397'PROPERTY OWNER.  THE BENCH MARK
 ME2397'A 143 WAS SEARCHED FOR BUT NOT FOUND AND IS ASSUMED TO
 ME2397'HAVE BEEN
 ME2397'DESTROYED BY DITCHING.  THE DISTANCE AND DIRECTION TO REFERENCE MARK
 ME2397'1 CHECKED.  A NEW
 ME2397'AZIMUTH MARK AND REFERENCE MARK 3 WERE SET.
 ME2397'
 ME2397'STATION IS, 92 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 ME2397'HOUSE, 45 FEET
 ME2397'SOUTH OF THE CENTERLINE OF COUNTY ROAD 2100 S, 33 FEET
 ME2397'NORTH OF A 10 INCH SYCAMORE TREE
 ME2397'AND 72 FEET SOUTHWEST OF A 24 INCH
 ME2397'PINE TREE.  THE MONUMENT IS FLUSH IN THE LAWN OF
 ME2397'MR. ED  FRANK AND THE
 ME2397'DISK IS STAMPED LA CROSSE 1948.
 ME2397'
 ME2397'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 421 AND
 ME2397'STATE HIGHWAY 8 IN
 ME2397'LA CROSSE, GO SOUTH ON HIGHWAY 421 FOR 1.0 MILE TO
 ME2397'A PAVED CROSSROAD.  TURN LEFT AND GO
 ME2397'EAST ON CO. RD. 2100 S FOR 0.6 MILE
 ME2397'TO THE STATION ON THE RIGHT.  CONTINUE EAST ON THE ROAD
 ME2397'FOR 0.7 MILE TO A
 ME2397'PAVED CROSSROAD AND THE AZIMUTH MARK IN THE NORTHEAST ANGLE OF THE
 ME2397'INTERSECTION.
 ME2397'
 ME2397'REFERENCE MARK 1 IS 100 FEET SOUTH OF THE CENTERLINE OF THE
 ME2397'ROAD AND 13 FEET
 ME2397'WEST OF THE NORTHWEST CORNER OF THE HOUSE.  THE MONUMENT
 ME2397'PROJECTS 2 INCHES AND THE DISK IS
 ME2397'STAMPED LA CROSSE NO 1 1948.
 ME2397'
 ME2397'REFERENCE MARK 3 IS SET IN THE NORTHWEST CORNER OF THE LAWN,
 ME2397'25 FEET SOUTH OF
 ME2397'THE CENTERLINE OF THE ROAD AND 62 FEET NORTHWEST OF
 ME2397'THE SYCAMORE TREE.  THE MONUMENT IS
 ME2397'FLUSH AND THE DISK IS STAMPED
 ME2397'LA CROSSE 1948 NO 3 1969.
 ME2397'
 ME2397'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LA CROSSE 1948 1969
 ME2397'SET IN A DRILL
 ME2397'HOLE IN THE TOP AND NORTHEAST END OF A CONCRETE HEADWALL
 ME2397'ABOUT LEVEL WITH THE ROAD, 17
 ME2397'FEET NORTH OF THE CENTERLINE OF
 ME2397'CO. RD. 2100 S AND 15 FEET EAST OF THE
 ME2397'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 = OCTOBER  6, 2006
 ME2398 ***********************************************************************
 ME2398  DESIGNATION -  LA CROSSE MUNICIPAL TANK
 ME2398  PID         -  ME2398
 ME2398  STATE/COUNTY-  IN/LA PORTE
 ME2398  USGS QUAD   -  LA CROSSE (1958)
 ME2398
 ME2398                         *CURRENT SURVEY CONTROL
 ME2398  ___________________________________________________________________
 ME2398* NAD 83(1997)-  41 18 59.93867(N)    086 53 35.25333(W)     ADJUSTED  
 ME2398* NAVD 88     -                                                        
 ME2398  ___________________________________________________________________
 ME2398  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 ME2398  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME2398
 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
 ME2398.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2398
 ME2398.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2398
 ME2398  NAD 83(1986)-  41 18 59.94362(N)    086 53 35.25921(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2398.See file dsdata.txt to determine how the superseded data were derived.
 ME2398
 ME2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0894573915(NAD 83)
 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 = OCTOBER  6, 2006
 JA1753 ***********************************************************************
 JA1753  DESIGNATION -  LACONIA
 JA1753  PID         -  JA1753
 JA1753  STATE/COUNTY-  IN/HARRISON
 JA1753  USGS QUAD   -  MAUCKPORT (1994)
 JA1753
 JA1753                         *CURRENT SURVEY CONTROL
 JA1753  ___________________________________________________________________
 JA1753* NAD 83(1997)-  38 01 07.00589(N)    086 08 38.71410(W)     ADJUSTED  
 JA1753* NAVD 88     -       201.     (meters)     659.     (feet)  SCALED    
 JA1753  ___________________________________________________________________
 JA1753  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 JA1753  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JA1753
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1753
 JA1753.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 JA1753| PID    Reference Object                     Distance      Geod. Az  |
 JA1753|                                                           dddmmss.s |
 JA1753| CG8747 LACONIA RM 2                         23.601 METERS 00817     |
 JA1753| CG8745 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1753.See file dsdata.txt to determine how the superseded data were derived.
 JA1753
 JA1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7512908226(NAD 83)
 JA1753_MARKER: DS = TRIANGULATION STATION DISK
 JA1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA0456 ***********************************************************************
 JA0456  DESIGNATION -  LACONIA AZIMUTH
 JA0456  PID         -  JA0456
 JA0456  STATE/COUNTY-  IN/HARRISON
 JA0456  USGS QUAD   -  MAUCKPORT (1994)
 JA0456
 JA0456                         *CURRENT SURVEY CONTROL
 JA0456  ___________________________________________________________________
 JA0456* NAD 83(1986)-  38 01 14.     (N)    086 08 36.     (W)     SCALED    
 JA0456* NAVD 88     -       202.213  (meters)     663.43   (feet)  ADJUSTED  
 JA0456  ___________________________________________________________________
 JA0456  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JA0456  DYNAMIC HT  -         202.070 (meters)     662.96  (feet)  COMP
 JA0456  MODELED GRAV-     979,919.2   (mgal)                       NAVD 88
 JA0456
 JA0456  VERT ORDER  -  FIRST     CLASS II
 JA0456
 JA0456.The horizontal coordinates were scaled from a topographic map and have
 JA0456.an estimated accuracy of +/- 6 seconds.
 JA0456
 JA0456.The orthometric height was determined by differential leveling
 JA0456.and adjusted by the National Geodetic Survey in June 1991..
 JA0456
 JA0456.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0456.See file dsdata.txt to determine how the superseded data were derived.
 JA0456
 JA0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH751084(NAD 83)
 JA0456_MARKER: DZ = AZIMUTH MARK DISK
 JA0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0456_STAMPING: LACONIA 1947
 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             NGS
 JA0456
 JA0456                          STATION DESCRIPTION
 JA0456
 JA0456'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB2380 ***********************************************************************
 LB2380  DESIGNATION -  LACY
 LB2380  PID         -  LB2380
 LB2380  STATE/COUNTY-  IN/HOWARD
 LB2380  USGS QUAD   -  GALVESTON (1994)
 LB2380
 LB2380                         *CURRENT SURVEY CONTROL
 LB2380  ___________________________________________________________________
 LB2380* NAD 83(1997)-  40 30 30.40096(N)    086 08 21.44297(W)     ADJUSTED  
 LB2380* NAVD 88     -       254.25   (+/-2cm)     834.2    (feet)  VERTCON   
 LB2380  ___________________________________________________________________
 LB2380  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 LB2380  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LB2380
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2380
 LB2380.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2380
 LB2380.The geoid height was determined by GEOID03.
 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  =   0.99963098
 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  NGVD 29 (07/19/86)  254.37   (m)          834.5    (f) LEVELING    3  
 LB2380
 LB2380.Superseded values are not recommended for survey control.
 LB2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2380.See file dsdata.txt to determine how the superseded data were derived.
 LB2380
 LB2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7292384548(NAD 83)
 LB2380_MARKER: DS = TRIANGULATION STATION DISK
 LB2380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA2020 ***********************************************************************
 KA2020  DESIGNATION -  LADOGA MUNICIPAL TANK
 KA2020  PID         -  KA2020
 KA2020  STATE/COUNTY-  IN/MONTGOMERY
 KA2020  USGS QUAD   -  LADOGA (1984)
 KA2020
 KA2020                         *CURRENT SURVEY CONTROL
 KA2020  ___________________________________________________________________
 KA2020* NAD 83(1997)-  39 54 47.88066(N)    086 47 52.14640(W)     ADJUSTED  
 KA2020* NAVD 88     -                                                        
 KA2020  ___________________________________________________________________
 KA2020  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 KA2020  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KA2020
 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
 KA2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2020
 KA2020.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA2020
 KA2020  NAD 83(1986)-  39 54 47.88095(N)    086 47 52.15296(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2020.See file dsdata.txt to determine how the superseded data were derived.
 KA2020
 KA2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK1728018154(NAD 83)
 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 = OCTOBER  6, 2006
 LB2581 ***********************************************************************
 LB2581  DESIGNATION -  LAFAYETTE
 LB2581  PID         -  LB2581
 LB2581  STATE/COUNTY-  IN/TIPPECANOE
 LB2581  USGS QUAD   -  LAFAYETTE EAST (1986)
 LB2581
 LB2581                         *CURRENT SURVEY CONTROL
 LB2581  ___________________________________________________________________
 LB2581* NAD 83(1997)-  40 24 55.20747(N)    086 52 08.80862(W)     ADJUSTED  
 LB2581* NAVD 88     -       204.33   (+/-2cm)     670.4    (feet)  VERTCON   
 LB2581  ___________________________________________________________________
 LB2581  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 LB2581  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 LB2581
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2581
 LB2581.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2581
 LB2581.The geoid height was determined by GEOID03.
 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 WASK RADIO MAST                131 24 01.9
 LB2581:UTM  16      -  LAFAYETTE WASK RADIO MAST                131 27 16.4
 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 (07/19/86)  204.43   (m)          670.7    (f) LEVELING    3  
 LB2581
 LB2581.Superseded values are not recommended for survey control.
 LB2581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2581.See file dsdata.txt to determine how the superseded data were derived.
 LB2581
 LB2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1110473865(NAD 83)
 LB2581_MARKER: DS = TRIANGULATION STATION DISK
 LB2581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2581_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LB2581_STAMPING: LAFAYETTE 1934
 LB2581_PROJECTION: FLUSH
 LB2581_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB2582 ***********************************************************************
 LB2582  DESIGNATION -  LAFAYETTE ALUMINUM CO AMER STK
 LB2582  PID         -  LB2582
 LB2582  STATE/COUNTY-  IN/TIPPECANOE
 LB2582  USGS QUAD   -  LAFAYETTE EAST (1986)
 LB2582
 LB2582                         *CURRENT SURVEY CONTROL
 LB2582  ___________________________________________________________________
 LB2582* NAD 83(1997)-  40 24 06.85648(N)    086 51 51.29991(W)     ADJUSTED  
 LB2582* NAVD 88     -                                                        
 LB2582  ___________________________________________________________________
 LB2582  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 LB2582  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 LB2582
 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
 LB2582.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2582
 LB2582.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2582
 LB2582  NAD 83(1986)-  40 24 06.86341(N)    086 51 51.31149(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2582.See file dsdata.txt to determine how the superseded data were derived.
 LB2582
 LB2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1151972375(NAD 83)
 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 = OCTOBER  6, 2006
 LB0861 ***********************************************************************
 LB0861  DESIGNATION -  LAFAYETTE BM
 LB0861  PID         -  LB0861
 LB0861  STATE/COUNTY-  IN/TIPPECANOE
 LB0861  USGS QUAD   -  LAFAYETTE WEST (1987)
 LB0861
 LB0861                         *CURRENT SURVEY CONTROL
 LB0861  ___________________________________________________________________
 LB0861* NAD 83(1986)-  40 24 27.     (N)    086 53 16.     (W)     SCALED    
 LB0861* NAVD 88     -       204.330  (meters)     670.37   (feet)  ADJUSTED  
 LB0861  ___________________________________________________________________
 LB0861  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 LB0861  DYNAMIC HT  -         204.230 (meters)     670.04  (feet)  COMP
 LB0861  MODELED GRAV-     980,130.7   (mgal)                       NAVD 88
 LB0861
 LB0861  VERT ORDER  -  SECOND    CLASS 0
 LB0861
 LB0861.The horizontal coordinates were scaled from a topographic map and have
 LB0861.an estimated accuracy of +/- 6 seconds.
 LB0861
 LB0861.The orthometric height was determined by differential leveling
 LB0861.and adjusted by the National Geodetic Survey in June 1991..
 LB0861
 LB0861.The geoid height was determined by GEOID03.
 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     -   572,780.      916,600.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0861.See file dsdata.txt to determine how the superseded data were derived.
 LB0861
 LB0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK095729(NAD 83)
 LB0861_MARKER: DS = TRIANGULATION STATION DISK
 LB0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0861_STAMPING: LAFAYETTE 1934
 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             NGS
 LB0861  HISTORY     - 1974     GOOD             NGS
 LB0861
 LB0861                          STATION DESCRIPTION
 LB0861
 LB0861'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB2610 ***********************************************************************
 LB2610  DESIGNATION -  LAFAYETTE CO CTHSE STATUE
 LB2610  PID         -  LB2610
 LB2610  STATE/COUNTY-  IN/TIPPECANOE
 LB2610  USGS QUAD   -  LAFAYETTE WEST (1987)
 LB2610
 LB2610                         *CURRENT SURVEY CONTROL
 LB2610  ___________________________________________________________________
 LB2610* NAD 83(1997)-  40 25 07.23134(N)    086 53 37.16765(W)     ADJUSTED  
 LB2610* NAVD 88     -                                                        
 LB2610  ___________________________________________________________________
 LB2610  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 LB2610  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 LB2610
 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
 LB2610.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2610
 LB2610.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2610
 LB2610  NAD 83(1986)-  40 25 07.23830(N)    086 53 37.17919(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2610.See file dsdata.txt to determine how the superseded data were derived.
 LB2610
 LB2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0902274233(NAD 83)
 LB2610
 LB2610  HISTORY     - Date     Condition        Report By
 LB2610  HISTORY     - UNK      MONUMENTED
 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 = OCTOBER  6, 2006
 LB2597 ***********************************************************************
 LB2597  DESIGNATION -  LAFAYETTE RAD STA WBAA MAST
 LB2597  PID         -  LB2597
 LB2597  STATE/COUNTY-  IN/TIPPECANOE
 LB2597  USGS QUAD   -  ROMNEY (1980)
 LB2597
 LB2597                         *CURRENT SURVEY CONTROL
 LB2597  ___________________________________________________________________
 LB2597* NAD 83(1997)-  40 20 29.05789(N)    086 53 00.88393(W)     ADJUSTED  
 LB2597* NAVD 88     -                                                        
 LB2597  ___________________________________________________________________
 LB2597  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 LB2597  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 LB2597
 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
 LB2597.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2597
 LB2597.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2597
 LB2597  NAD 83(1986)-  40 20 29.06501(N)    086 53 00.89587(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2597.See file dsdata.txt to determine how the superseded data were derived.
 LB2597
 LB2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0988865657(NAD 83)
 LB2597
 LB2597  HISTORY     - Date     Condition        Report By
 LB2597  HISTORY     - 1970     MONUMENTED       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 = OCTOBER  6, 2006
 LB2614 ***********************************************************************
 LB2614  DESIGNATION -  LAFAYETTE ST MARYS CATH SPIRE
 LB2614  PID         -  LB2614
 LB2614  STATE/COUNTY-  IN/TIPPECANOE
 LB2614  USGS QUAD   -  LAFAYETTE WEST (1987)
 LB2614
 LB2614                         *CURRENT SURVEY CONTROL
 LB2614  ___________________________________________________________________
 LB2614* NAD 83(1997)-  40 25 04.53286(N)    086 53 02.11960(W)     ADJUSTED  
 LB2614* NAVD 88     -                                                        
 LB2614  ___________________________________________________________________
 LB2614  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 LB2614  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 LB2614
 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
 LB2614.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2614
 LB2614.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2614
 LB2614  NAD 83(1986)-  40 25 04.53978(N)    086 53 02.13115(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2614.See file dsdata.txt to determine how the superseded data were derived.
 LB2614
 LB2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0984874151(NAD 83)
 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 = OCTOBER  6, 2006
 LB2586 ***********************************************************************
 LB2586  DESIGNATION -  LAFAYETTE TV STA WLFI MAST
 LB2586  PID         -  LB2586
 LB2586  STATE/COUNTY-  IN/TIPPECANOE
 LB2586  USGS QUAD   -  LAFAYETTE EAST (1986)
 LB2586
 LB2586                         *CURRENT SURVEY CONTROL
 LB2586  ___________________________________________________________________
 LB2586* NAD 83(1997)-  40 24 06.19598(N)    086 50 59.08624(W)     ADJUSTED  
 LB2586* NAVD 88     -                                                        
 LB2586  ___________________________________________________________________
 LB2586  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 LB2586  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 LB2586
 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
 LB2586.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2586
 LB2586.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2586
 LB2586  NAD 83(1986)-  40 24 06.20288(N)    086 50 59.09805(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2586.See file dsdata.txt to determine how the superseded data were derived.
 LB2586
 LB2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1275072357(NAD 83)
 LB2586
 LB2586  HISTORY     - Date     Condition        Report By
 LB2586  HISTORY     - 1970     MONUMENTED       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 = OCTOBER  6, 2006
 LB2584 ***********************************************************************
 LB2584  DESIGNATION -  LAFAYETTE TV STATION WFAM MAST
 LB2584  PID         -  LB2584
 LB2584  STATE/COUNTY-  IN/TIPPECANOE
 LB2584  USGS QUAD   -  LAFAYETTE EAST (1986)
 LB2584
 LB2584                         *CURRENT SURVEY CONTROL
 LB2584  ___________________________________________________________________
 LB2584* NAD 83(1997)-  40 24 06.19980(N)    086 50 59.08920(W)     ADJUSTED  
 LB2584* NAVD 88     -                                                        
 LB2584  ___________________________________________________________________
 LB2584  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 LB2584  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 LB2584
 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
 LB2584.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2584
 LB2584.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2584
 LB2584  NAD 83(1986)-  40 24 06.20652(N)    086 50 59.10082(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2584.See file dsdata.txt to determine how the superseded data were derived.
 LB2584
 LB2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1275072357(NAD 83)
 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 = OCTOBER  6, 2006
 LB2583 ***********************************************************************
 LB2583  DESIGNATION -  LAFAYETTE WASK RADIO MAST
 LB2583  PID         -  LB2583
 LB2583  STATE/COUNTY-  IN/TIPPECANOE
 LB2583  USGS QUAD   -  LAFAYETTE EAST (1986)
 LB2583
 LB2583                         *CURRENT SURVEY CONTROL
 LB2583  ___________________________________________________________________
 LB2583* NAD 83(1997)-  40 24 07.80496(N)    086 50 58.82995(W)     ADJUSTED  
 LB2583* NAVD 88     -                                                        
 LB2583  ___________________________________________________________________
 LB2583  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 LB2583  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 LB2583
 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
 LB2583.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2583
 LB2583.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2583
 LB2583  NAD 83(1986)-  40 24 07.81187(N)    086 50 58.84160(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2583.See file dsdata.txt to determine how the superseded data were derived.
 LB2583
 LB2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1275672406(NAD 83)
 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 = OCTOBER  6, 2006
 JA1732 ***********************************************************************
 JA1732  DESIGNATION -  LAGLE
 JA1732  PID         -  JA1732
 JA1732  STATE/COUNTY-  IN/HARRISON
 JA1732  USGS QUAD   -  DEPAUW (1994)
 JA1732
 JA1732                         *CURRENT SURVEY CONTROL
 JA1732  ___________________________________________________________________
 JA1732* NAD 83(1997)-  38 22 08.58379(N)    086 11 24.39674(W)     ADJUSTED  
 JA1732* NAVD 88     -       292.     (meters)     958.     (feet)  SCALED    
 JA1732  ___________________________________________________________________
 JA1732  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 JA1732  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JA1732
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1732
 JA1732.The geoid height was determined by GEOID03.
 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     -   0.99995944  x   0.99999242  =   0.99995186
 JA1732!UTM  16      -   0.99995944  x   0.99966164  =   0.99962109
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1732.See file dsdata.txt to determine how the superseded data were derived.
 JA1732
 JA1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7074947074(NAD 83)
 JA1732_MARKER: DS = TRIANGULATION STATION DISK
 JA1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB0059 ***********************************************************************
 LB0059  DESIGNATION -  LAGRANGE
 LB0059  PID         -  LB0059
 LB0059  STATE/COUNTY-  IN/CASS
 LB0059  USGS QUAD   -  LOGANSPORT (1987)
 LB0059
 LB0059                         *CURRENT SURVEY CONTROL
 LB0059  ___________________________________________________________________
 LB0059* NAD 83(1997)-  40 45 00.78304(N)    086 21 27.57433(W)     ADJUSTED  
 LB0059* NAVD 88     -       182.677  (meters)     599.33   (feet)  ADJUSTED  
 LB0059  ___________________________________________________________________
 LB0059  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 LB0059  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 LB0059  DYNAMIC HT  -         182.590 (meters)     599.05  (feet)  COMP
 LB0059  MODELED GRAV-     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
 LB0059.and adjusted by the National Geodetic Survey in June 1991..
 LB0059
 LB0059.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB0059
 LB0059.The geoid height was determined by GEOID03.
 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;                    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     -   0.99997669  x   1.00000856  =   0.99998525
 LB0059!SPC IN W     -   0.99997669  x   1.00001287  =   0.99998956
 LB0059!UTM  16      -   0.99997669  x   0.99963619  =   0.99961289
 LB0059
 LB0059:                Primary Azimuth Mark                     Grid Az
 LB0059:SPC IN E     -  RIVER 1920                               122 08 12.1
 LB0059:SPC IN W     -  RIVER 1920                               121 12 43.0
 LB0059:UTM  16      -  RIVER 1920                               121 15 58.8
 LB0059
 LB0059|---------------------------------------------------------------------|
 LB0059| PID    Reference Object                     Distance      Geod. Az  |
 LB0059|                                                           dddmmss.s |
 LB0059| LB2401 RIVER 1920                          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  NGVD 29 (??/??/92)  182.798  (m)          599.73   (f) ADJ UNCH    2 0
 LB0059
 LB0059.Superseded values are not recommended for survey control.
 LB0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0059.See file dsdata.txt to determine how the superseded data were derived.
 LB0059
 LB0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5422511228(NAD 83)
 LB0059_MARKER: DS = TRIANGULATION STATION DISK
 LB0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0059_STAMPING: LAGRANGE 1920
 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             NGS
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1511 ***********************************************************************
 MD1511  DESIGNATION -  LAGRANGE
 MD1511  PID         -  MD1511
 MD1511  STATE/COUNTY-  IN/LAGRANGE
 MD1511  USGS QUAD   -  LAGRANGE (1993)
 MD1511
 MD1511                         *CURRENT SURVEY CONTROL
 MD1511  ___________________________________________________________________
 MD1511* NAD 83(1997)-  41 37 55.88239(N)    085 24 57.81938(W)     ADJUSTED  
 MD1511* NAVD 88     -       303.     (meters)     994.     (feet)  SCALED    
 MD1511  ___________________________________________________________________
 MD1511  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 MD1511  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 MD1511
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1511
 MD1511.The geoid height was determined by GEOID03.
 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     -   0.99995770  x   0.99997203  =   0.99992973
 MD1511!UTM  16      -   0.99995770  x   0.99981420  =   0.99977191
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1511.See file dsdata.txt to determine how the superseded data were derived.
 MD1511
 MD1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3193310152(NAD 83)
 MD1511_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1511
 MD1511  HISTORY     - Date     Condition        Report By
 MD1511  HISTORY     - 1946     MONUMENTED       CGS
 MD1511  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MD1511  HISTORY     - 1971     SEE DESCRIPTION  NGS
 MD1511  HISTORY     - 19940520 GOOD             USPSQD
 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
 MD1511'OF U.S. HIGHWAY 20 AND STATE HIGHWAY 9 IN LAGRANGE.  IT IS IN AN
 MD1511'EAST-WEST FENCE LINE 69 FEET EAST OF
 MD1511'THE APPROXIMATE CENTER OF HIGHWAY 9 AND 25 FEET EAST OF A
 MD1511'FENCE.  THE MARK IS FLUSH AND THE DISK IS
 MD1511'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
 MD1511'DISK IS STAMPED LAGRANGE NO 1 1946.
 MD1511'
 MD1511'REFERENCE MARK NO. 2 IS 94.8 FEET SOUTH OF THE STATION.  IT IS 35
 MD1511'FEET EAST OF THE APPROXIMATE
 MD1511'CENTER OF HIGHWAY 9.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 MD1511'IS STAMPED LAGRANGE NO 2 1946.
 MD1511'
 MD1511'AZIMUTH MARK IS 0.35 MILE SOUTH OF THE STATION ON THE NORTHEAST
 MD1511'CORNER OF HIGHWAY 9 AND ON A
 MD1511'GRAVEL CROSSROAD.  IT IS 44.5 FEET EAST OF THE HIGHWAY, 32 FEET EAST
 MD1511'OF THE CENTER OF THE GRAVEL ROAD AND 2.5
 MD1511'FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 MD1511'2 INCHES AND THE DISK IS STAMPED LAGRANGE
 MD1511'1946.
 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
 MD1511'OR 0.65 MILE FROM THE JUNCTION OF SAID AND NO. 20 U. S. HWY., ON
 MD1511'CREST OF RIDGE, ON OUTSIDE OF HWY.
 MD1511'CURVE, 182 FEET N OF PROJECTED LINE OF N FENCE OF GREENWOOD
 MD1511'CEMETERY, 69 FEET E OF CENTER LINE OF
 MD1511'24-FOOT HWY. PAVEMENT, 7.3 FEET HIGHER THAN SAME,
 MD1511'33 FEET E OF FENCE T-INTERSECTION, IN THE FENCE LINE,
 MD1511'AND 2 FEET W OF STEEL WITNESS POST,
 MD1511'STANDARD DISKS STAMPED LAGRANGE 1946, NOTES 1A AND 7A, THE UPPER
 MD1511'FLUSH WITH THE GROUND.
 MD1511'
 MD1511'REFERENCE STAMPED LAGRANGE NO 1 1946, NOTE 11A, FLUSH IS 98.10 FEET
 MD1511'OR 29.901 METERS W IN AZIMUTH 268
 MD1511'DEG 21 MIN FROM STATION, 167 FEET W OF CENTER LINE OF HWY., AND 2
 MD1511'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
 MD1511'IN AZIMUTH 16 DEG 48 MIN FROM STATION, 51 FEET N OF HWY. RIGHT-OF-WAY
 MD1511'MARKER, AND 35 FEET E OF CENTER LINE OF THE
 MD1511'HIGHWAY.
 MD1511'
 MD1511'AZIMUTH STAMPED LAGRANGE 1946, NOTE 16A, PROJECTS 0.2 FOOT, IS 0.35
 MD1511'MILE S OF THE STATION, 44.5
 MD1511'FEET E OF CENTER LINE OF THE HIGHWAY, 30 FEET N OF CENTER LINE OF
 MD1511'GRAVEL ROAD, AND 1.6 FEET NW OF
 MD1511'STEEL WITNESS 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1510 ***********************************************************************
 MD1510  DESIGNATION -  LAGRANGE CO COURTHOUSE DOME
 MD1510  PID         -  MD1510
 MD1510  STATE/COUNTY-  IN/LAGRANGE
 MD1510  USGS QUAD   -  LAGRANGE (1993)
 MD1510
 MD1510                         *CURRENT SURVEY CONTROL
 MD1510  ___________________________________________________________________
 MD1510* NAD 83(1997)-  41 38 39.90895(N)    085 25 06.98724(W)     ADJUSTED  
 MD1510* NAVD 88     -                                                        
 MD1510  ___________________________________________________________________
 MD1510  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 MD1510  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 MD1510
 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
 MD1510.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1510
 MD1510.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1510
 MD1510  NAD 83(1995)-  41 38 39.90841(N)    085 25 06.99104(W) AD(       ) 4
 MD1510  NAD 83(1994)-  41 38 39.90931(N)    085 25 06.99465(W) AD(       ) 4
 MD1510  NAD 83(1986)-  41 38 39.90950(N)    085 25 06.99753(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1510.See file dsdata.txt to determine how the superseded data were derived.
 MD1510
 MD1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3169611506(NAD 83)
 MD1510
 MD1510  HISTORY     - Date     Condition        Report By
 MD1510  HISTORY     - 1946     MONUMENTED       CGS
 MD1510  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MD1510  HISTORY     - 1971     SEE DESCRIPTION  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.
 MD1510'IT IS A SMALL DOME ON
 MD1510'THE TOP OF A 4 SIDED CLOCK TOWER IN THE CENTER OF A TWO STORY RED
 MD1510'BRICK BUILDING ABOUT 150 FEET
 MD1510'SQUARE.  THE POINT INTERSECTED WAS THE SMALL FLAGPOLE IN THE CENTER
 MD1510'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
 MD1510'FEET E-W AND N-S RESPECTIVELY IN OUTLINE DIMENSIONS THO IT IS STATED
 MD1510'IN THE ORIGINAL DESCRIPTION THAT IT IS
 MD1510'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 = OCTOBER  6, 2006
 MD1506 ***********************************************************************
 MD1506  DESIGNATION -  LAGRANGE MUNICIPAL TANK
 MD1506  PID         -  MD1506
 MD1506  STATE/COUNTY-  IN/LAGRANGE
 MD1506  USGS QUAD   -  LAGRANGE (1993)
 MD1506
 MD1506                         *CURRENT SURVEY CONTROL
 MD1506  ___________________________________________________________________
 MD1506* NAD 83(1997)-  41 38 36.88148(N)    085 25 08.35737(W)     ADJUSTED  
 MD1506* NAVD 88     -                                                        
 MD1506  ___________________________________________________________________
 MD1506  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 MD1506  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 MD1506
 MD1506  HORZ ORDER  -  THIRD
 MD1506
 MD1506.The horizontal coordinates were established by classical geodetic methods
 MD1506.and adjusted by the National Geodetic Survey in May 1999..
 MD1506
 MD1506
 MD1506.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1506
 MD1506.The geoid height was determined by GEOID03.
 MD1506
 MD1506;                    North         East     Units Scale Factor Converg.
 MD1506;SPC IN E     -   710,061.329   120,633.785   MT  0.99997190   +0 09 52.5
 MD1506;SPC IN E     - 2,329,592.88    395,779.34   sFT  0.99997190   +0 09 52.5
 MD1506;UTM  16      - 4,611,411.625   631,665.749   MT  0.99981333   +1 03 02.6
 MD1506
 MD1506                          SUPERSEDED SURVEY CONTROL
 MD1506
 MD1506  NAD 83(1995)-  41 38 36.88093(N)    085 25 08.36117(W) AD(       ) 4
 MD1506  NAD 83(1994)-  41 38 36.88181(N)    085 25 08.36479(W) AD(       ) 4
 MD1506  NAD 83(1986)-  41 38 36.88202(N)    085 25 08.36767(W) AD(       ) 4
 MD1506  NAD 27      -  41 38 36.69900(N)    085 25 08.44000(W) AD(       ) 3
 MD1506
 MD1506.Superseded values are not recommended for survey control.
 MD1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1506.See file dsdata.txt to determine how the superseded data were derived.
 MD1506
 MD1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3166611412(NAD 83)
 MD1506
 MD1506  HISTORY     - Date     Condition        Report By
 MD1506  HISTORY     - 1946     MONUMENTED       CGS
 MD1506  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MD1506  HISTORY     - 1971     SEE DESCRIPTION  NGS
 MD1506  HISTORY     - 19940420 GOOD             USPSQD
 MD1506
 MD1506                          STATION DESCRIPTION
 MD1506
 MD1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1506'THIS IS AN INTERSECTION STATION.
 MD1506'
 MD1506'STATION IS LOCATED 1/2 BLOCK WEST OF STATE HIGHWAY 9 AND 1/2 BLOCK
 MD1506'SOUTH OF THE LAGRANGE COUNTY
 MD1506'COURT HOUSE IN LAGRANGE.  IT IS A ROUND TANK WITH A CONICAL SHAPED
 MD1506'ROOF ATOP A 4-LEGGED STEEL
 MD1506'STRUCTURE.  IT IS PAINTED SILVER AND IS ABOUT 175 FEET TALL.  THE
 MD1506'POINT INTERSECTED WAS THE SMALL BALL AT
 MD1506'THE APEX OF THE ROOF.
 MD1506
 MD1506                          STATION RECOVERY (1960)
 MD1506
 MD1506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1506'REPORTEDLY AND EVIDENTLY THE SAME AS IN 1946.  IT IS NOTED THAT IT
 MD1506'WAS GRAPHICALLY MEASURED TO BE
 MD1506'ABOUT 135 FEET TO THE TOP WHEREAS THE ORIGINAL DESCRIPTION ESTIMATES
 MD1506'IT TO BE 175 FEET TALL.
 MD1506
 MD1506                          STATION RECOVERY (1971)
 MD1506
 MD1506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DCS)
 MD1506'STATION WAS RECOVERED AS DESCRIBED.
 MD1506'
 MD1506'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN LAGRANGE.
 MD1506
 MD1506                          STATION RECOVERY (1994)
 MD1506
 MD1506'RECOVERY NOTE BY US POWER SQUADRON 1994
 MD1506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2182 ***********************************************************************
 LA2182  DESIGNATION -  LAGRO
 LA2182  PID         -  LA2182
 LA2182  STATE/COUNTY-  IN/WABASH
 LA2182  USGS QUAD   -  LAGRO (1994)
 LA2182
 LA2182                         *CURRENT SURVEY CONTROL
 LA2182  ___________________________________________________________________
 LA2182* NAD 83(1997)-  40 52 06.26358(N)    085 43 08.32772(W)     ADJUSTED  
 LA2182* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 LA2182  ___________________________________________________________________
 LA2182  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 LA2182  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 LA2182
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2182
 LA2182.The geoid height was determined by GEOID03.
 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     -   0.99996348  x   0.99996691  =   0.99993039
 LA2182!UTM  16      -   0.99996348  x   0.99974343  =   0.99970692
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2182.See file dsdata.txt to determine how the superseded data were derived.
 LA2182
 LA2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0795124939(NAD 83)
 LA2182_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME1124 ***********************************************************************
 ME1124  DESIGNATION -  LAK 2
 ME1124  PID         -  ME1124
 ME1124  STATE/COUNTY-  IN/LAKE
 ME1124  USGS QUAD   -  SCHNEIDER (1992)
 ME1124
 ME1124                         *CURRENT SURVEY CONTROL
 ME1124  ___________________________________________________________________
 ME1124* NAD 83(1986)-  41 10 27.     (N)    087 26 51.     (W)     SCALED    
 ME1124* NAVD 88     -       193.000  (meters)     633.20   (feet)  ADJUSTED  
 ME1124  ___________________________________________________________________
 ME1124  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 ME1124  DYNAMIC HT  -         192.918 (meters)     632.93  (feet)  COMP
 ME1124  MODELED GRAV-     980,198.3   (mgal)                       NAVD 88
 ME1124
 ME1124  VERT ORDER  -  SECOND    CLASS 0
 ME1124
 ME1124.The horizontal coordinates were scaled from a topographic map and have
 ME1124.an estimated accuracy of +/- 6 seconds.
 ME1124
 ME1124.The orthometric height was determined by differential leveling
 ME1124.and adjusted by the National Geodetic Survey in June 1991..
 ME1124
 ME1124.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1124.See file dsdata.txt to determine how the superseded data were derived.
 ME1124
 ME1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL624581(NAD 83)
 ME1124_MARKER: DD = SURVEY DISK
 ME1124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1124_SP_SET: ABUTMENT
 ME1124_STAMPING: LAK 2 1950
 ME1124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1124
 ME1124  HISTORY     - Date     Condition        Report By
 ME1124  HISTORY     - 1950     MONUMENTED       INFCC
 ME1124  HISTORY     - 1954     GOOD             NGS
 ME1124
 ME1124                          STATION DESCRIPTION
 ME1124
 ME1124'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0986 ***********************************************************************
 ME0986  DESIGNATION -  LAK L 292
 ME0986  PID         -  ME0986
 ME0986  STATE/COUNTY-  IN/LAKE
 ME0986  USGS QUAD   -  GARY (1991)
 ME0986
 ME0986                         *CURRENT SURVEY CONTROL
 ME0986  ___________________________________________________________________
 ME0986* NAD 83(1986)-  41 33 03.     (N)    087 15 08.     (W)     SCALED    
 ME0986* NAVD 88     -       185.092  (meters)     607.26   (feet)  ADJUSTED  
 ME0986  ___________________________________________________________________
 ME0986  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 ME0986  DYNAMIC HT  -         185.022 (meters)     607.03  (feet)  COMP
 ME0986  MODELED GRAV-     980,240.3   (mgal)                       NAVD 88
 ME0986
 ME0986  VERT ORDER  -  FIRST     CLASS I
 ME0986
 ME0986.The horizontal coordinates were scaled from a topographic map and have
 ME0986.an estimated accuracy of +/- 6 seconds.
 ME0986
 ME0986.The orthometric height was determined by differential leveling
 ME0986.and adjusted by the National Geodetic Survey in June 1991..
 ME0986
 ME0986.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0986.See file dsdata.txt to determine how the superseded data were derived.
 ME0986
 ME0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL789999(NAD 83)
 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             NGS
 ME0986  HISTORY     - 19920902 GOOD             NGS
 ME0986
 ME0986                          STATION DESCRIPTION
 ME0986
 ME0986'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0996 ***********************************************************************
 ME0996  DESIGNATION -  LAK L 301
 ME0996  PID         -  ME0996
 ME0996  STATE/COUNTY-  IN/LAKE
 ME0996  USGS QUAD   -  GARY (1991)
 ME0996
 ME0996                         *CURRENT SURVEY CONTROL
 ME0996  ___________________________________________________________________
 ME0996* NAD 83(1986)-  41 34 03.     (N)    087 18 44.     (W)     SCALED    
 ME0996* NAVD 88     -       191.869  (meters)     629.49   (feet)  ADJUSTED  
 ME0996  ___________________________________________________________________
 ME0996  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME0996  DYNAMIC HT  -         191.797 (meters)     629.25  (feet)  COMP
 ME0996  MODELED GRAV-     980,243.7   (mgal)                       NAVD 88
 ME0996
 ME0996  VERT ORDER  -  FIRST     CLASS I
 ME0996
 ME0996.The horizontal coordinates were scaled from a topographic map and have
 ME0996.an estimated accuracy of +/- 6 seconds.
 ME0996
 ME0996.The orthometric height was determined by differential leveling
 ME0996.and adjusted by the National Geodetic Survey in June 1991..
 ME0996
 ME0996.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0996.See file dsdata.txt to determine how the superseded data were derived.
 ME0996
 ME0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM739018(NAD 83)
 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             NGS
 ME0996  HISTORY     - 19920901 MARK NOT FOUND   NGS
 ME0996
 ME0996                          STATION DESCRIPTION
 ME0996
 ME0996'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0995 ***********************************************************************
 ME0995  DESIGNATION -  LAK L 305
 ME0995  PID         -  ME0995
 ME0995  STATE/COUNTY-  IN/LAKE
 ME0995  USGS QUAD   -  GARY (1991)
 ME0995
 ME0995                         *CURRENT SURVEY CONTROL
 ME0995  ___________________________________________________________________
 ME0995* NAD 83(1986)-  41 33 50.     (N)    087 18 20.     (W)     SCALED    
 ME0995* NAVD 88     -       193.110  (meters)     633.56   (feet)  ADJUSTED  
 ME0995  ___________________________________________________________________
 ME0995  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME0995  DYNAMIC HT  -         193.037 (meters)     633.32  (feet)  COMP
 ME0995  MODELED GRAV-     980,243.0   (mgal)                       NAVD 88
 ME0995
 ME0995  VERT ORDER  -  FIRST     CLASS I
 ME0995
 ME0995.The horizontal coordinates were scaled from a topographic map and have
 ME0995.an estimated accuracy of +/- 6 seconds.
 ME0995
 ME0995.The orthometric height was determined by differential leveling
 ME0995.and adjusted by the National Geodetic Survey in June 1991..
 ME0995
 ME0995.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0995.See file dsdata.txt to determine how the superseded data were derived.
 ME0995
 ME0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM745014(NAD 83)
 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             NGS
 ME0995  HISTORY     - 19920901 MARK NOT FOUND   NGS
 ME0995
 ME0995                          STATION DESCRIPTION
 ME0995
 ME0995'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1924 ***********************************************************************
 KA1924  DESIGNATION -  LAKE
 KA1924  PID         -  KA1924
 KA1924  STATE/COUNTY-  IN/MARION
 KA1924  USGS QUAD   -  INDIANAPOLIS EAST (1980)
 KA1924
 KA1924                         *CURRENT SURVEY CONTROL
 KA1924  ___________________________________________________________________
 KA1924* NAD 83(1997)-  39 50 19.26621(N)    086 07 18.81539(W)     ADJUSTED  
 KA1924* NAVD 88     -       225.09   (+/-2cm)     738.5    (feet)  VERTCON   
 KA1924  ___________________________________________________________________
 KA1924  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 KA1924  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 KA1924
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1924
 KA1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1924
 KA1924.The geoid height was determined by GEOID03.
 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     -   0.99996997  x   0.99998535  =   0.99995532
 KA1924!UTM  16      -   0.99996997  x   0.99966949  =   0.99963947
 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  NGVD 29 (07/19/86)  225.22   (m)          738.9    (f) LEVELING    3  
 KA1924
 KA1924.Superseded values are not recommended for survey control.
 KA1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1924.See file dsdata.txt to determine how the superseded data were derived.
 KA1924
 KA1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7513210222(NAD 83)
 KA1924_MARKER: DS = TRIANGULATION STATION DISK
 KA1924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2365 ***********************************************************************
 LB2365  DESIGNATION -  LAKE
 LB2365  PID         -  LB2365
 LB2365  STATE/COUNTY-  IN/FULTON
 LB2365  USGS QUAD   -  MACY (1994)
 LB2365
 LB2365                         *CURRENT SURVEY CONTROL
 LB2365  ___________________________________________________________________
 LB2365* NAD 83(1997)-  40 58 51.65015(N)    086 14 40.24442(W)     ADJUSTED  
 LB2365* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 LB2365  ___________________________________________________________________
 LB2365  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 LB2365  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 LB2365
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2365
 LB2365.The geoid height was determined by GEOID03.
 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  =   0.99961661
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2365.See file dsdata.txt to determine how the superseded data were derived.
 LB2365
 LB2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6355636924(NAD 83)
 LB2365_MARKER: DS = TRIANGULATION STATION DISK
 LB2365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2370 ***********************************************************************
 LB2370  DESIGNATION -  LAKE
 LB2370  PID         -  LB2370
 LB2370  STATE/COUNTY-  IN/HOWARD
 LB2370  USGS QUAD   -  MIAMI (1994)
 LB2370
 LB2370                         *CURRENT SURVEY CONTROL
 LB2370  ___________________________________________________________________
 LB2370* NAD 83(1997)-  40 32 04.78647(N)    086 03 31.09468(W)     ADJUSTED  
 LB2370* NAVD 88     -       249.     (meters)     817.     (feet)  SCALED    
 LB2370  ___________________________________________________________________
 LB2370  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 LB2370  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LB2370
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2370
 LB2370.The geoid height was determined by GEOID03.
 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     -   0.99996635  x   0.99998024  =   0.99994659
 LB2370!UTM  16      -   0.99996635  x   0.99967824  =   0.99964460
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2370.See file dsdata.txt to determine how the superseded data were derived.
 LB2370
 LB2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7972587528(NAD 83)
 LB2370_MARKER: DS = TRIANGULATION STATION DISK
 LB2370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1597 ***********************************************************************
 MD1597  DESIGNATION -  LAKE
 MD1597  PID         -  MD1597
 MD1597  STATE/COUNTY-  IN/ALLEN
 MD1597  USGS QUAD   -  CHURUBUSCO (1965)
 MD1597
 MD1597                         *CURRENT SURVEY CONTROL
 MD1597  ___________________________________________________________________
 MD1597* NAD 83(1997)-  41 10 08.59464(N)    085 15 54.71809(W)     ADJUSTED  
 MD1597* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 MD1597  ___________________________________________________________________
 MD1597  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 MD1597  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 MD1597
 MD1597  HORZ ORDER  -  FIRST
 MD1597
 MD1597.The horizontal coordinates were established by classical geodetic methods
 MD1597.and adjusted by the National Geodetic Survey in May 1999..
 MD1597
 MD1597.The orthometric height was scaled from a topographic map.
 MD1597
 MD1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1597
 MD1597.The geoid height was determined by GEOID03.
 MD1597
 MD1597;                    North         East     Units Scale Factor Converg.
 MD1597;SPC IN E     -   657,409.660   133,689.980   MT  0.99998063   +0 15 51.4
 MD1597;SPC IN E     - 2,156,851.53    438,614.54   sFT  0.99998063   +0 15 51.4
 MD1597;UTM  16      - 4,558,974.485   645,528.971   MT  0.99986066   +1 08 31.9
 MD1597
 MD1597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1597!SPC IN E     -   0.99996470  x   0.99998063  =   0.99994533
 MD1597!UTM  16      -   0.99996470  x   0.99986066  =   0.99982536
 MD1597
 MD1597:                Primary Azimuth Mark                     Grid Az
 MD1597:SPC IN E     -  ALLEN CO INFIRMARY TALLER STK            069 09 17.7
 MD1597:UTM  16      -  ALLEN CO INFIRMARY TALLER STK            068 16 37.2
 MD1597
 MD1597|---------------------------------------------------------------------|
 MD1597| PID    Reference Object                     Distance      Geod. Az  |
 MD1597|                                                           dddmmss.s |
 MD1597| MD1566 ALLEN CO INFIRMARY TALLER STK       APPROX. 8.2 KM 0692509.1 |
 MD1597| MD0973 LAKE 2                               62.033 METERS 07427     |
 MD1597| CC9550 LAKE RM 1                            37.792 METERS 11810     |
 MD1597| MD1568 WOWO RADIO ANTENNA                  APPROX. 6.5 KM 1264934.8 |
 MD1597| CC9549 LAKE AZ MK                                         1311147.1 |
 MD1597| MD0976 LAKE 2 AZ MK                                       1321027.4 |
 MD1597| MD1596 CHURUBUSCO MUNICIPAL STANDPIPE      APPROX. 8.1 KM 3255050.6 |
 MD1597| CC9551 LAKE RM 2                            46.464 METERS 35408     |
 MD1597|---------------------------------------------------------------------|
 MD1597
 MD1597                          SUPERSEDED SURVEY CONTROL
 MD1597
 MD1597  NAD 83(1995)-  41 10 08.59615(N)    085 15 54.72280(W) AD(       ) 1
 MD1597  NAD 83(1986)-  41 10 08.59608(N)    085 15 54.73110(W) AD(       ) 1
 MD1597  NAD 27      -  41 10 08.42370(N)    085 15 54.82110(W) AD(       ) 1
 MD1597
 MD1597.Superseded values are not recommended for survey control.
 MD1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1597.See file dsdata.txt to determine how the superseded data were derived.
 MD1597
 MD1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4552958974(NAD 83)
 MD1597_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1597
 MD1597  HISTORY     - Date     Condition        Report By
 MD1597  HISTORY     - 1946     MONUMENTED       CGS
 MD1597  HISTORY     - 1952     SEE DESCRIPTION  CGS
 MD1597
 MD1597                          STATION DESCRIPTION
 MD1597
 MD1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1597'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF FORT WAYNE AND
 MD1597'5-1/2 MILES SOUTHEAST OF
 MD1597'CHURUBUSCO ALONG THE WEST SIDE OF U.S. HIGHWAY 33.  IT IS 76 FEET
 MD1597'NORTHWEST OF A T-ROAD INTERSECTION,
 MD1597'51 FEET NORTH OF A CONCRETE CULVERT HEAD, 49 FEET WEST OF THE
 MD1597'CENTERLINE OF U.S. HIGHWAY 33, 30 FEET
 MD1597'SOUTHWEST OF POWERLINE POLE NO. 9322 AND 15 FEET
 MD1597'NORTH OF A STEEL SIGN POST PHILS FLIES FOR LIVE BAIT.
 MD1597'THE MARK PROJECTS ABOUT 6 INCHES AND
 MD1597'THE DISK IS STAMPED LAKE 1946.
 MD1597'
 MD1597'REFERENCE MARK NO. 1 IS 123.99 FEET SOUTHEAST OF THE STATION, 27 FEET
 MD1597'EAST OF THE CENTERLINE OF U.S.
 MD1597'HIGHWAY 33, 2 FEET NORTHWEST OF TELEPHONE POLE NO. T-280 AND 1 FOOT
 MD1597'WEST OF A NORTH-SOUTH FENCE LINE.
 MD1597'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 MD1597'LAKE NO 1 1946.
 MD1597'
 MD1597'REFERENCE MARK NO. 2 IS 152.44 FEET NORTH OF THE STATION, 30 FEET
 MD1597'WEST OF THE CENTERLINE OF U.S.
 MD1597'HIGHWAY 33, 4 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 1 FOOT WEST
 MD1597'OF A POWERLINE POLE NO. 9323.
 MD1597'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED LAKE
 MD1597'NO 2 1946.
 MD1597'
 MD1597'THE AZIMUTH MARK IS 0.25 MILE SOUTHEAST OF THE STATION, 24.6 FEET
 MD1597'SOUTHWEST OF THE CENTERLINE OF
 MD1597'U.S. HIGHWAY 33, 9.5 FEET NORTHWEST OF A STEEL FENCE CORNER AND 2
 MD1597'FEET NORTHWEST OF TELEPHONE POLE NO. 9313.
 MD1597'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 MD1597'LAKE 1946.
 MD1597'
 MD1597'TO REACH THE STATION FROM CHURUBUSCO WHERE U.S. HIGHWAY 33 CROSSES
 MD1597'THE RAILROAD TRACKS GO SOUTHEAST ON
 MD1597'U.S. HIGHWAY 33 FOR 5.5 MILES TO A T-ROAD RIGHT AND THE STATION IN
 MD1597'THE WEST ANGLE.  CONTINUE SOUTHEAST ON
 MD1597'THE HIGHWAY FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 MD1597'DESCRIBED.
 MD1597'
 MD1597'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1597
 MD1597                          STATION RECOVERY (1952)
 MD1597
 MD1597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 MD1597'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 MD1597'CONDITION.  THE DISTANCES TO THE
 MD1597'REFERENCE MARKS WERE CHECKED AND FOUND CORRECT.  THE DIRECTION TO
 MD1597'R.M. NO. 1 DID NOT CHECK.
 MD1597'DIRECTION TO R.M. NO. 2 CHECKED.  RADIO STATION WOWO MAST WAS NOT
 MD1597'VISIBLE FROM THE GROUND DUE TO GROWTH
 MD1597'OF TREES ON LINE.
 MD1597'
 MD1597'DUE TO RELOCATION OF THE HIGHWAY THE STATION AND ALL MARKS WERE
 MD1597'REQUESTED TO BE MOVED BY THE STATE
 MD1597'HIGHWAY COMMISSION.
 MD1597'
 MD1597'A NEW STATION LAKE 2 WAS ESTABLISHED AND THE OLD STATION AND MARKS
 MD1597'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0973 ***********************************************************************
 MD0973  DESIGNATION -  LAKE 2
 MD0973  PID         -  MD0973
 MD0973  STATE/COUNTY-  IN/ALLEN
 MD0973  USGS QUAD   -  CHURUBUSCO (1965)
 MD0973
 MD0973                         *CURRENT SURVEY CONTROL
 MD0973  ___________________________________________________________________
 MD0973* NAD 83(1997)-  41 10 09.13369(N)    085 15 52.15438(W)     ADJUSTED  
 MD0973* NAVD 88     -       258.422  (meters)     847.84   (feet)  ADJUSTED  
 MD0973  ___________________________________________________________________
 MD0973  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 MD0973  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 MD0973  DYNAMIC HT  -         258.325 (meters)     847.52  (feet)  COMP
 MD0973  MODELED GRAV-     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
 MD0973.and adjusted by the National Geodetic Survey in June 1991..
 MD0973
 MD0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0973
 MD0973.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 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
 MD0973.Superseded values are not recommended for survey control.
 MD0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0973.See file dsdata.txt to determine how the superseded data were derived.
 MD0973
 MD0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4558858992(NAD 83)
 MD0973_MARKER: DS = TRIANGULATION STATION DISK
 MD0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0973_STAMPING: LAKE 2 1952
 MD0973_MARK LOGO: CGS   
 MD0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0973+STABILITY: SURFACE MOTION
 MD0973
 MD0973  HISTORY     - Date     Condition        Report By
 MD0973  HISTORY     - 1952     MONUMENTED       CGS
 MD0973  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MD0973  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MD0973  HISTORY     - 1963     GOOD             NGS
 MD0973  HISTORY     - 1977     GOOD             NGS
 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
 MD0973'HIGHWAY RIGHT-OF-WAY.  IT IS 58 FEET NORTHWEST OF THE INTERSECTION OF
 MD0973'STATE HIGHWAY 33 AND A T ROAD WEST, 36
 MD0973'FEET NORTH OF A SMALL CONCRETE CULVERT HEADWALL, 2
 MD0973'FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST
 MD0973'OF A FENCE.  THE MARK IS FLUSH AND THE
 MD0973'DISK IS STAMPED LAKE 2 1952.
 MD0973'
 MD0973'REFERENCE MARK NO. 3 IS 49 FEET WEST OF THE CENTER OF HIGHWAY 33 AND
 MD0973'1 FOOT EAST OF A FENCE.  THE
 MD0973'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED LAKE 2 NO 3
 MD0973'1952.
 MD0973'
 MD0973'REFERENCE MARK NO. 4 IS 49 FEET EAST OF THE CENTER OF HIGHWAY 33, 2
 MD0973'FEET NORTH OF A TELEPHONE POLE
 MD0973'AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 MD0973'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
 MD0973'THE CENTER OF HIGHWAY 33, 3 FEET WEST OF A 10 INCH CATALPA TREE, 2
 MD0973'FEET NORTHWEST OF A WHITE WITNESS
 MD0973'POST AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 8
 MD0973'INCHES AND THE DISK IS STAMPED LAKE 2 1952.
 MD0973'
 MD0973'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 33 AND 205
 MD0973'IN CHURUBUSCO, GO SOUTHEAST ON
 MD0973'HIGHWAY 33 FOR 5.4 MILES TO A T ROAD RIGHT AND THE STATION IN THE
 MD0973'NORTHWEST ANGLE AS DESCRIBED,
 MD0973'CONTINUE SOUTHEAST ON HIGHWAY FOR 0.2 MILE TO THE AZIMUTH MARK
 MD0973'ON THE RIGHT AS 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'ALL MARKS WERE RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD0973'DESCRIBED.
 MD0973'
 MD0973'ABOUT 5.5 MILES SOUTHEASTERLY ALONG NO. 33 U. S. HWY. FROM ITS
 MD0973'INTERSECTION WITH NO. 205 INDIANA HWY. AT THE
 MD0973'MAIN CORNER IN CHURUBUSCO TO GRISAMER ROAD AND THE STATION ON RIGHT,
 MD0973'AN ESTIMATED 150 YARDS SSE OF N
 MD0973'END OF LONG SHARP HWY. CURVE THAT IS CONCAVE ON THE N, 57
 MD0973'FEET NW OF CENTER LINE OF GRISAMER RD., 54 FEET
 MD0973'SW OF CENTER LINE OF 22-FOOT HWY. PAVEMENT,
 MD0973'0.2 FOOT LOWER THAN SAME, STANDARD DISKS ARE STAMPED LAKE 2 1952
 MD0973'AND SET IN 1A AND 7A MARKS WITH
 MD0973'THE UPPER MARK 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
 MD0973'NNW IN AZIMUTH 160 DEG 49 MIN FROM STATION, 48 FEET WSW OF CENTER
 MD0973'LINE OF HWY., AND 1.5 FEET SE OF STEEL WITNESS
 MD0973'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
 MD0973'ENE IN AZIMUTH 250 DEG 47 MIN FROM STATION, 49 FEET NE OF CENTER LINE
 MD0973'OF HWY., 4 FEET N OF NO. T-279 TELEPHONE
 MD0973'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
 MD0973'DEG 33 MIN 42.7 FROM STATION, IN CATALPA TREE HEDGEROW, 51 FEET SSW
 MD0973'OF CENTER LINE OF HWY., ABOUT LEVEL WITH
 MD0973'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
 MD0973'CONDITION.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE
 MD0973'VERIFIED.  THE ORIGINAL
 MD0973'DESCRIPTION IS ADEQUATE 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 NATIONAL 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
 MD0973'IN GOOD CONDITION.  REFERENCE MARK 3 WAS REPORTED NOT FOUND.  IT WAS
 MD0973'UNDER THE GROUND ABOUT 2 INCHES AT THIS TIME.  THE GROUND CLEARED
 MD0973'AWAY FROM THE MARK AND IT IS NOW FLUSH WITH THE SURFACE.  THE
 MD0973'DIRECTION TO THE REFERENCE MARKS CHECKED AS DID THE DISTANCE TO
 MD0973'REFERENCE MARK 3.  THE DISTANCE TO REFERENCE MARK 4 WAS 0.04
 MD0973'FOOT LONGER.  THE T ROAD MENTIONED 1952 IS NOW GRISAMER ROAD.  A
 MD0973'METAL WITNESS POST WAS SET 1 FOOT NORTH OF REFERENCE MARK 3 AND
 MD0973'1 FOOT WEST OF REFERENCE MARK 4.  THE PREVIOUS DESCRIPTION IS
 MD0973'ADEQUATE TO RECOVER THE STATION.
 MD0973'
 MD0973'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 MD0973'SOUTHEAST OF CHURUBUSCO.
 MD0973'
 MD0973'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0976 ***********************************************************************
 MD0976  DESIGNATION -  LAKE 2 AZ MK
 MD0976  PID         -  MD0976
 MD0976  STATE/COUNTY-  IN/ALLEN
 MD0976  USGS QUAD   -  CHURUBUSCO (1965)
 MD0976
 MD0976                         *CURRENT SURVEY CONTROL
 MD0976  ___________________________________________________________________
 MD0976* NAD 83(1986)-  41 09 59.     (N)    085 15 39.     (W)     SCALED    
 MD0976* NAVD 88     -       258.613  (meters)     848.47   (feet)  ADJUSTED  
 MD0976  ___________________________________________________________________
 MD0976  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 MD0976  DYNAMIC HT  -         258.516 (meters)     848.15  (feet)  COMP
 MD0976  MODELED GRAV-     980,239.1   (mgal)                       NAVD 88
 MD0976
 MD0976  VERT ORDER  -  SECOND    CLASS 0
 MD0976
 MD0976.The horizontal coordinates were scaled from a topographic map and have
 MD0976.an estimated accuracy of +/- 6 seconds.
 MD0976
 MD0976.The orthometric height was determined by differential leveling
 MD0976.and adjusted by the National Geodetic Survey in June 1991..
 MD0976
 MD0976.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0976.See file dsdata.txt to determine how the superseded data were derived.
 MD0976
 MD0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL459586(NAD 83)
 MD0976_MARKER: DZ = AZIMUTH MARK DISK
 MD0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0976_SP_SET: 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             NGS
 MD0976
 MD0976                          STATION DESCRIPTION
 MD0976
 MD0976'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0974 ***********************************************************************
 MD0974  DESIGNATION -  LAKE 2 RM 3
 MD0974  PID         -  MD0974
 MD0974  STATE/COUNTY-  IN/ALLEN
 MD0974  USGS QUAD   -  CHURUBUSCO (1965)
 MD0974
 MD0974                         *CURRENT SURVEY CONTROL
 MD0974  ___________________________________________________________________
 MD0974* NAD 83(1986)-  41 10 10.     (N)    085 15 53.     (W)     SCALED    
 MD0974* NAVD 88     -       258.781  (meters)     849.02   (feet)  ADJUSTED  
 MD0974  ___________________________________________________________________
 MD0974  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 MD0974  DYNAMIC HT  -         258.683 (meters)     848.70  (feet)  COMP
 MD0974  MODELED GRAV-     980,239.5   (mgal)                       NAVD 88
 MD0974
 MD0974  VERT ORDER  -  SECOND    CLASS 0
 MD0974
 MD0974.The horizontal coordinates were scaled from a topographic map and have
 MD0974.an estimated accuracy of +/- 6 seconds.
 MD0974
 MD0974.The orthometric height was determined by differential leveling
 MD0974.and adjusted by the National Geodetic Survey in June 1991..
 MD0974
 MD0974.The geoid height was determined by GEOID03.
 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     -   657,450.      133,730.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0974.See file dsdata.txt to determine how the superseded data were derived.
 MD0974
 MD0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL455590(NAD 83)
 MD0974_MARKER: DR = REFERENCE MARK DISK
 MD0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0974_SP_SET: 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             NGS
 MD0974
 MD0974                          STATION DESCRIPTION
 MD0974
 MD0974'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0975 ***********************************************************************
 MD0975  DESIGNATION -  LAKE 2 RM 4
 MD0975  PID         -  MD0975
 MD0975  STATE/COUNTY-  IN/ALLEN
 MD0975  USGS QUAD   -  CHURUBUSCO (1965)
 MD0975
 MD0975                         *CURRENT SURVEY CONTROL
 MD0975  ___________________________________________________________________
 MD0975* NAD 83(1986)-  41 10 08.     (N)    085 15 51.     (W)     SCALED    
 MD0975* NAVD 88     -       258.306  (meters)     847.46   (feet)  ADJUSTED  
 MD0975  ___________________________________________________________________
 MD0975  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 MD0975  DYNAMIC HT  -         258.208 (meters)     847.14  (feet)  COMP
 MD0975  MODELED GRAV-     980,239.4   (mgal)                       NAVD 88
 MD0975
 MD0975  VERT ORDER  -  SECOND    CLASS 0
 MD0975
 MD0975.The horizontal coordinates were scaled from a topographic map and have
 MD0975.an estimated accuracy of +/- 6 seconds.
 MD0975
 MD0975.The orthometric height was determined by differential leveling
 MD0975.and adjusted by the National Geodetic Survey in June 1991..
 MD0975
 MD0975.The geoid height was determined by GEOID03.
 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     -   657,390.      133,780.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0975.See file dsdata.txt to determine how the superseded data were derived.
 MD0975
 MD0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL456589(NAD 83)
 MD0975_MARKER: DR = REFERENCE MARK DISK
 MD0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0975_SP_SET: 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             NGS
 MD0975
 MD0975                          STATION DESCRIPTION
 MD0975
 MD0975'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME2563 ***********************************************************************
 ME2563  DESIGNATION -  LAKE CO TB SANITARIUM STACK
 ME2563  PID         -  ME2563
 ME2563  STATE/COUNTY-  IN/LAKE
 ME2563  USGS QUAD   -  CROWN POINT (1992)
 ME2563
 ME2563                         *CURRENT SURVEY CONTROL
 ME2563  ___________________________________________________________________
 ME2563* NAD 83(1997)-  41 27 05.63839(N)    087 22 02.96372(W)     ADJUSTED  
 ME2563* NAVD 88     -                                                        
 ME2563  ___________________________________________________________________
 ME2563  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 ME2563  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME2563
 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
 ME2563.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2563
 ME2563.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2563
 ME2563  NAD 83(1986)-  41 27 05.64395(N)    087 22 02.96996(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2563.See file dsdata.txt to determine how the superseded data were derived.
 ME2563
 ME2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6930588952(NAD 83)
 ME2563_MARKER: 63 = STACK
 ME2563
 ME2563  HISTORY     - Date     Condition        Report By
 ME2563  HISTORY     - 1952     FIRST OBSERVED   CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1115 ***********************************************************************
 ME1115  CBN         -  This is a Cooperative Base Network Control Station.
 ME1115  DESIGNATION -  LAKE VILLAGE
 ME1115  PID         -  ME1115
 ME1115  STATE/COUNTY-  IN/NEWTON
 ME1115  USGS QUAD   -  SCHNEIDER (1992)
 ME1115
 ME1115                         *CURRENT SURVEY CONTROL
 ME1115  ___________________________________________________________________
 ME1115* NAD 83(1997)-  41 08 42.54155(N)    087 26 56.46036(W)     ADJUSTED  
 ME1115* NAVD 88     -       196.614  (meters)     645.06   (feet)  ADJUSTED  
 ME1115  ___________________________________________________________________
 ME1115  X           -     214,090.632 (meters)                     COMP
 ME1115  Y           -  -4,805,356.265 (meters)                     COMP
 ME1115  Z           -   4,174,682.897 (meters)                     COMP
 ME1115  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 ME1115  ELLIP HEIGHT-         163.22  (meters)          (04/10/98) GPS OBS
 ME1115  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 ME1115  DYNAMIC HT  -         196.531 (meters)     644.79  (feet)  COMP
 ME1115  MODELED GRAV-     980,196.6   (mgal)                       NAVD 88
 ME1115
 ME1115  HORZ ORDER  -  B
 ME1115  VERT ORDER  -  SECOND    CLASS 0
 ME1115  ELLP ORDER  -  FOURTH    CLASS I
 ME1115
 ME1115.The horizontal coordinates were established by GPS observations
 ME1115.and adjusted by the National Geodetic Survey in April 1998..
 ME1115
 ME1115.The orthometric height was determined by differential leveling
 ME1115.and adjusted by the National Geodetic Survey in June 1991..
 ME1115
 ME1115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME1115
 ME1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME1115
 ME1115.The ellipsoidal height was determined by GPS observations
 ME1115.and is referenced to NAD 83.
 ME1115
 ME1115.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 ME1115;SPC IN W     -   654,741.843   869,301.747   MT  0.99997826   -0 14 26.2
 ME1115;SPC IN W     - 2,148,098.86  2,852,034.15   sFT  0.99997826   -0 14 26.2
 ME1115;SPC IL E     -   497,538.085   374,237.221   MT  1.00004280   +0 34 54.8
 ME1115;SPC IL E     - 1,632,339.53  1,227,809.95   sFT  1.00004280   +0 34 54.8
 ME1115;UTM  16      - 4,554,967.488   462,319.916   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!SPC IL E     -   0.99997440  x   1.00004280  =   1.00001720
 ME1115!UTM  16      -   0.99997440  x   0.99961747  =   0.99959188
 ME1115
 ME1115:                Primary Azimuth Mark                     Grid Az
 ME1115:SPC IN W     -  SCHNEIDER STRATTON GRAIN ELEV            001 10 01.6
 ME1115:SPC IL E     -  SCHNEIDER STRATTON GRAIN ELEV            000 20 40.6
 ME1115:UTM  16      -  SCHNEIDER STRATTON GRAIN ELEV            001 13 19.0
 ME1115
 ME1115|---------------------------------------------------------------------|
 ME1115| PID    Reference Object                     Distance      Geod. Az  |
 ME1115|                                                           dddmmss.s |
 ME1115| ME2559 SCHNEIDER STRATTON GRAIN ELEV       APPROX. 5.8 KM 0005535.4 |
 ME1115| ME1122 LAKE VILLAGE AZ MK                                 0020927.5 |
 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(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 (04/10/98)  196.61   (m)          645.0    (f) LEVELING    3  
 ME1115  NGVD 29 (??/??/92)  196.701  (m)          645.34   (f) ADJ UNCH    2 0
 ME1115
 ME1115.Superseded values are not recommended for survey control.
 ME1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1115.See file dsdata.txt to determine how the superseded data were derived.
 ME1115
 ME1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6232054967(NAD 83)
 ME1115_MARKER: DS = TRIANGULATION STATION DISK
 ME1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1115_SP_SET: CONCRETE POST
 ME1115_STAMPING: LAKE VILLAGE 1952
 ME1115_MARK LOGO: CGS   
 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 - February 18, 2002
 ME1115
 ME1115  HISTORY     - Date     Condition        Report By
 ME1115  HISTORY     - 1952     MONUMENTED       CGS
 ME1115  HISTORY     - 1954     GOOD             NGS
 ME1115  HISTORY     - 1967     GOOD             CGS
 ME1115  HISTORY     - 1967     GOOD             NGS
 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
 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
 ME1115'INTERSECTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY 10, ON HIGHWAY
 ME1115'RIGHT-OF-WAY.  IT IS 134 FEET
 ME1115'NORTHWEST OF THE INTERSECTION, 24 FEET SOUTHEAST OF A WHITE WITNESS
 ME1115'POST AND 23 FEET SOUTHEAST OF POWER
 ME1115'LINE POLE 366/220.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 ME1115'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
 ME1115'POLE 360/802 AND 1 FOOT SOUTHEAST OF A FENCE.  THE MARK PROJECTS
 ME1115'ABOUT 8 INCHES AND THE DISK IS
 ME1115'STAMPED LAKE 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
 ME1115'INTERSECTION.  IT IS 44 FEET NORTHWEST OF THE INTERSECTION.  THE MARK
 ME1115'PROJECTS ABOUT 2 INCHES AND THE
 ME1115'DISK IS STAMPED LAKE VILLAGE NO 2 1952.
 ME1115'
 ME1115'AZIMUTH MARK IS 24 FEET WEST OF THE CENTER OF U.S. HIGHWAY 41, 20
 ME1115'FEET SOUTH OF THE CENTER OF A
 ME1115'SAND LANE AND 3 FEET SOUTH OF A POWER LINE POLE AND WHITE WITNESS
 ME1115'POST.  THE MARK PROJECTS ABOUT 6
 ME1115'INCHES AND THE 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
 ME1115'THE LEFT, WEST SIDE OF ROAD AS DESCRIBED.
 ME1115'
 ME1115'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 ME1115
 ME1115                          STATION RECOVERY (1954)
 ME1115
 ME1115'RECOVERY NOTE BY NATIONAL 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
 ME1115'PORTION OF REFERENCE MARK 1 HAS BEEN SHEARED OFF WITH
 ME1115'A SMALL PIECE OF THE STEM
 ME1115'REMAINING.  THE AZIMUTH MARK WAS NOT FOUND AND
 ME1115'IS ASSUMED LOST SINCE AN ENTRANCE ROAD TO
 ME1115'NEW HIGHWAY 41 HAS BEEN MADE
 ME1115'IN THE AREA.  REFERENCE MARK 1 WAS LEFT AS FOUND AND
 ME1115'REFERENCE MARK 3
 ME1115'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
 ME1115'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
 ME1115'CONCRETE MONUMENT
 ME1115'PROJECTING 5 INCHES.  IT IS 76 WEST OF THE CENTERLINE OF THE
 ME1115'HIGHWAY (OLD U.S. 41), 49
 ME1115'FEET NORTH OF A METAL WITNESS POST, 46 FEET
 ME1115'NORTHEAST OF POWER POLE 366-220 AND 1 FOOT
 ME1115'NORTHEAST OF A GUY LINE DEAD
 ME1115'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 (1967)
 ME1115
 ME1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 ME1115'RECOVERED IN GOOD CONDITION.
 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'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'THE STATION IS A STANDARD CGS STATION MARK DISK STAMPED---LAKE
 ME1115'VILLAGE 1952---, SET IN THE TOP OF A ROUND CONCRETE POST THAT IS
 ME1115'FLUSH WITH THE GROUND.  LOCATED 30.48 M (100.0 FT) NORTH FROM CENTER
 ME1115'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
 ME1115'(47.0 FT) EAST-NORTHEAST FROM A UTILITY POLE, 12.95 M (42.5 FT)
 ME1115'SOUTH-SOUTHWEST FROM A UTILITY POLE, 1.0 M (3.3 FT) NORTHEAST FROM A
 ME1115'WITNESS POST AND 0.3 M (1.0 FT) SOUTHWEST FROM A WITNESS POST.
 ME1115'GPS SURVEY, FAA AIRPORTS. INDIANA.
 ME1115'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.  TO REACH THE STATION FROM
 ME1115'INTERSTATE HIGHWAY 65 AND STATE ROAD 10, GO EAST FOR 10.1 MILES (16.3
 ME1115'KM) ON STATE HIGHWAY 10 TO A CROSSROAD (OLD HIGHWAY 41) AND THE
 ME1115'STATION, IN THE NORTHWEST QUADRANT OF THE INTERSECTION.  THE STATION
 ME1115'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH GROUND.
 ME1115'LOCATED 30.48 METERS (100.00 FT) NORTH FROM THE CENTER OF STATE
 ME1115'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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1122 ***********************************************************************
 ME1122  DESIGNATION -  LAKE VILLAGE AZ MK
 ME1122  PID         -  ME1122
 ME1122  STATE/COUNTY-  IN/NEWTON
 ME1122  USGS QUAD   -  SCHNEIDER (1992)
 ME1122
 ME1122                         *CURRENT SURVEY CONTROL
 ME1122  ___________________________________________________________________
 ME1122* NAD 83(1986)-  41 09 15.     (N)    087 26 54.     (W)     SCALED    
 ME1122* NAVD 88     -       195.312  (meters)     640.79   (feet)  ADJUSTED  
 ME1122  ___________________________________________________________________
 ME1122  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 ME1122  DYNAMIC HT  -         195.229 (meters)     640.51  (feet)  COMP
 ME1122  MODELED GRAV-     980,197.2   (mgal)                       NAVD 88
 ME1122
 ME1122  VERT ORDER  -  SECOND    CLASS 0
 ME1122
 ME1122.The horizontal coordinates were scaled from a topographic map and have
 ME1122.an estimated accuracy of +/- 6 seconds.
 ME1122
 ME1122.The orthometric height was determined by differential leveling
 ME1122.and adjusted by the National Geodetic Survey in June 1991..
 ME1122
 ME1122.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1122.See file dsdata.txt to determine how the superseded data were derived.
 ME1122
 ME1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL623559(NAD 83)
 ME1122_MARKER: DZ = AZIMUTH MARK DISK
 ME1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1122_SP_SET: 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             NGS
 ME1122  HISTORY     - 1967     MARK NOT FOUND   NGS
 ME1122
 ME1122                          STATION DESCRIPTION
 ME1122
 ME1122'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1967
 ME1122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1113 ***********************************************************************
 ME1113  DESIGNATION -  LAKE VILLAGE RM 2
 ME1113  PID         -  ME1113
 ME1113  STATE/COUNTY-  IN/NEWTON
 ME1113  USGS QUAD   -  SCHNEIDER (1992)
 ME1113
 ME1113                         *CURRENT SURVEY CONTROL
 ME1113  ___________________________________________________________________
 ME1113* NAD 83(1986)-  41 08 41.     (N)    087 26 54.     (W)     SCALED    
 ME1113* NAVD 88     -       197.148  (meters)     646.81   (feet)  ADJUSTED  
 ME1113  ___________________________________________________________________
 ME1113  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 ME1113  DYNAMIC HT  -         197.065 (meters)     646.54  (feet)  COMP
 ME1113  MODELED GRAV-     980,196.6   (mgal)                       NAVD 88
 ME1113
 ME1113  VERT ORDER  -  SECOND    CLASS 0
 ME1113
 ME1113.The horizontal coordinates were scaled from a topographic map and have
 ME1113.an estimated accuracy of +/- 6 seconds.
 ME1113
 ME1113.The orthometric height was determined by differential leveling
 ME1113.and adjusted by the National Geodetic Survey in June 1991..
 ME1113
 ME1113.The geoid height was determined by GEOID03.
 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     -   654,690.      869,360.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1113.See file dsdata.txt to determine how the superseded data were derived.
 ME1113
 ME1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL623549(NAD 83)
 ME1113_MARKER: DR = REFERENCE MARK DISK
 ME1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1113_STAMPING: LAKE VILLAGE NO 2 1952
 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             NGS
 ME1113  HISTORY     - 1967     GOOD             NGS
 ME1113  HISTORY     - 19891021 MARK NOT FOUND   USPSQD
 ME1113
 ME1113                          STATION DESCRIPTION
 ME1113
 ME1113'DESCRIBED BY NATIONAL 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 NATIONAL 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 = OCTOBER  6, 2006
 ME1116 ***********************************************************************
 ME1116  DESIGNATION -  LAKE VILLAGE RM 3
 ME1116  PID         -  ME1116
 ME1116  STATE/COUNTY-  IN/NEWTON
 ME1116  USGS QUAD   -  SCHNEIDER (1992)
 ME1116
 ME1116                         *CURRENT SURVEY CONTROL
 ME1116  ___________________________________________________________________
 ME1116* NAD 83(1986)-  41 08 41.     (N)    087 26 38.     (W)     SCALED    
 ME1116* NAVD 88     -       196.72   (meters)     645.4    (feet)  RESET     
 ME1116  ___________________________________________________________________
 ME1116  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 ME1116
 ME1116  VERT ORDER  -  THIRD
 ME1116
 ME1116.The horizontal coordinates were scaled from a topographic map and have
 ME1116.an estimated accuracy of +/- 6 seconds.
 ME1116
 ME1116.The orthometric height was computed from unverified reset data.
 ME1116
 ME1116.The geoid height was determined by GEOID03.
 ME1116
 ME1116;                    North         East    Units  Estimated Accuracy
 ME1116;SPC IN W     -   654,690.      869,730.      MT  (+/- 180 meters Scaled)
 ME1116
 ME1116                          SUPERSEDED SURVEY CONTROL
 ME1116
 ME1116.No superseded survey control is available for this station.
 ME1116
 ME1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL627549(NAD 83)
 ME1116_MARKER: DR = REFERENCE MARK DISK
 ME1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1116_STAMPING: LAKE VILLAGE NO 3 1952 1967
 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
 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 = OCTOBER  6, 2006
 LA2220 ***********************************************************************
 LA2220  DESIGNATION -  LAKETON
 LA2220  PID         -  LA2220
 LA2220  STATE/COUNTY-  IN/WABASH
 LA2220  USGS QUAD   -  NORTH MANCHESTER SOUTH (1994)
 LA2220
 LA2220                         *CURRENT SURVEY CONTROL
 LA2220  ___________________________________________________________________
 LA2220* NAD 83(1997)-  40 59 59.51779(N)    085 48 54.42509(W)     ADJUSTED  
 LA2220* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 LA2220  ___________________________________________________________________
 LA2220  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 LA2220  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 LA2220
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2220
 LA2220.The geoid height was determined by GEOID03.
 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     -   0.99996392  x   0.99996859  =   0.99993251
 LA2220!UTM  16      -   0.99996392  x   0.99972222  =   0.99968615
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2220.See file dsdata.txt to determine how the superseded data were derived.
 LA2220
 LA2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9965239418(NAD 83)
 LA2220_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME0028 ***********************************************************************
 ME0028  DESIGNATION -  LAKEVILLE
 ME0028  PID         -  ME0028
 ME0028  STATE/COUNTY-  IN/ST JOSEPH
 ME0028  USGS QUAD   -  LAKEVILLE (1980)
 ME0028
 ME0028                         *CURRENT SURVEY CONTROL
 ME0028  ___________________________________________________________________
 ME0028* NAD 83(1997)-  41 31 53.85963(N)    086 16 23.27556(W)     ADJUSTED  
 ME0028* NAVD 88     -       261.99   (meters)     859.5    (feet)  RESET     
 ME0028  ___________________________________________________________________
 ME0028  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 ME0028  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 ME0028
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME0028
 ME0028.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 (04/16/04)  262.10   (m)          859.9    (f) RESET       3  
 ME0028
 ME0028.Superseded values are not recommended for survey control.
 ME0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0028.See file dsdata.txt to determine how the superseded data were derived.
 ME0028
 ME0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6063798031(NAD 83)
 ME0028_MARKER: DS = TRIANGULATION STATION DISK
 ME0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0028_STAMPING: LAKEVILLE 1952
 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             NGS
 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.
 ME0028'IT IS 126 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL, 105
 ME0028'FEET WEST OF THE CENTER OF U.S.
 ME0028'HIGHWAY 31 AND 49 FEET SOUTH OF THE CENTER OF A GRAVEL DRIVE.
 ME0028'THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME0028'LAKEVILLE 1952.
 ME0028'
 ME0028'REFERENCE MARK NO. 1 IS 11 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 ME0028'THE SCHOOL AND 4 FEET SOUTH
 ME0028'OF THE CENTER OF A SIDEWALK.  THE MARK IS FLUSH AND THE DISK IS
 ME0028'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
 ME0028'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED LAKEVILLE
 ME0028'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,
 ME0028'27 FEET SOUTHWEST OF A FENCE CORNER, 24 FEET EAST OF THE EAST RAIL OF
 ME0028'A RAILROAD AND 9 FEET NORTHEAST OF
 ME0028'A WHITE WITNESS POST.  THE MARK IS 1 BY 1 FOOT CONCRETE
 ME0028'POST WHICH PROJECTS 4 INCHES WITH A STANDARD
 ME0028'TRIANGULATION STATION MARK DISK SET IN THE
 ME0028'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
 ME0028'TO THE JUNCTION WITH STATE HIGHWAY 4, TURN LEFT AND GO WEST ON STATE
 ME0028'HIGHWAY 4 FOR 0.3 MILE TO THE MARK
 ME0028'ON THE RIGHT AS DESCRIBED.
 ME0028'
 ME0028'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME0028
 ME0028                          STATION RECOVERY (1958)
 ME0028
 ME0028'RECOVERY NOTE BY NATIONAL 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
 ME0028'GOOD
 ME0028'
 ME0028'STATION, REF. MARK NO 2 AND AZIMUTH MARK WERE RECOVERED IN GOOD
 ME0028'CONDITION.  AZIMUTH MARK
 ME0028'IS NOT VISABLE FROM THE STATION.
 ME0028
 ME0028                          STATION RECOVERY (1973)
 ME0028
 ME0028'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1973 (LS)
 ME0028'LAND BETWEEN
 ME0028'LAKEVILLE AND STATES (AZIM) HAS BEEN CLEARED FOR
 ME0028'AN INDUSTRIAL PARK.  THIS
 ME0028'LINE OF SITE MAY BE BLOCKED
 ME0028'BY CONSTRUCTION IN 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
 ME0028'CHECKED 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
 ME0028'AND IN THE GRASSY AREA OF A CIRCULAR DRIVE.  IT IS 126 FEET
 ME0028'NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, 107 FEET
 ME0028'WEST OF THE CENTERLINE OF U.S. HIGHWAY 31, 85 FEET SOUTHEAST OF
 ME0028'CORNER OF A METAL BUILDING AND 48 FEET SOUTH OF THE CENTERLINE OF A
 ME0028'DRIVEWAY.  THE MARK 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
 ME0028'SIDEWALK.  THE MARK IS FLUSH AND THE DISK IS STAMPED LAKEVILLE NO
 ME0028'1 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
 ME0028'THE METAL BUILDING AND 4 FEET SOUTHEAST OF A 14 INCH TREE.  THE
 ME0028'MARK IS UNDERGROUND 3 INCHES AND THE DISK IS STAMPED LAKEVILLE NO
 ME0028'2 1952.
 ME0028'
 ME0028'NOTE--NO AZIMUTH MARK FOR THIS STATION.
 ME0028'
 ME0028'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE NORTH EDGE
 ME0028'OF 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 = OCTOBER  6, 2006
 JA1843 ***********************************************************************
 JA1843  DESIGNATION -  LAMAR
 JA1843  PID         -  JA1843
 JA1843  STATE/COUNTY-  IN/SPENCER
 JA1843  USGS QUAD   -  SANTA CLAUS (1980)
 JA1843
 JA1843                         *CURRENT SURVEY CONTROL
 JA1843  ___________________________________________________________________
 JA1843* NAD 83(1997)-  38 05 15.18876(N)    086 54 15.29153(W)     ADJUSTED  
 JA1843* NAVD 88     -       144.     (meters)     472.     (feet)  SCALED    
 JA1843  ___________________________________________________________________
 JA1843  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 JA1843  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JA1843
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1843
 JA1843.The geoid height was determined by GEOID03.
 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  =   0.99995213
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1843.See file dsdata.txt to determine how the superseded data were derived.
 JA1843
 JA1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0839715534(NAD 83)
 JA1843_MARKER: DS = TRIANGULATION STATION DISK
 JA1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1843'FROM THE POST OFFICE IN
 JA1843'LAMAR AT THE TOP OF A GRADE, 42 FEET EAST OF THE
 JA1843'CENTERLINE OF THE HIGHWAY, 3 FEET
 JA1843'WEST OF A STANDARD REFERENCE POST,
 JA1843'23 FEET NORTHEAST OF A FENCE CORNER AND 24 FEET
 JA1843'NORTH OF THE
 JA1843'CENTERLINE OF A GRAVEL ROAD.  THE MARK PROJECTS 5 INCHES AND THE
 JA1843'DISK 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
 JA1843'THE CENTERLINE OF THE HIGHWAY, 9 FEET EAST OF THE
 JA1843'CENTERLINE OF A LANE TO A
 JA1843'BARNYARD AND 1 FOOT NORTH OF THE NORTHWEST
 JA1843'FENCE CORNER OF THE BARNYARD.  THE MARK
 JA1843'PROJECTS 3 INCHES AND THE
 JA1843'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
 JA1843'FENCELINE, 1.5 FEET EAST OF A POWERLINE POLE (NO 630),
 JA1843'23 FEET WEST OF THE CENTERLINE OF
 JA1843'THE HIGHWAY AND 31 FEET NORTH OF
 JA1843'THE CENTERLINE OF A DRIVEWAY TO A HOUSE.  THE MARK
 JA1843'PROJECTS 1 INCH
 JA1843'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,
 JA1843'26.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 61
 JA1843'FEET NORTH OF A POWERLINE POLE,
 JA1843'2.5 FEET NORTH OF A STANDARD
 JA1843'REFERENCE, POST AND 2 FEET WEST OF THE EDGE OF A
 JA1843'HIGHWAY CUT.  THE
 JA1843'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
 JA1843'FEET W OF CENTER LINE OF HIGHWAY, 22 FEET N OF A
 JA1843'DRIVE LEADING TO A POND, 4 FEET N
 JA1843'OF A POWER POLE, SET FLUSH WITH THE
 JA1843'GROUND AND STAMPED LAMAR 1946 RESET 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1040 ***********************************************************************
 HZ1040  DESIGNATION -  LAMB
 HZ1040  PID         -  HZ1040
 HZ1040  STATE/COUNTY-  IN/JEFFERSON
 HZ1040  USGS QUAD   -  CARROLLTON (1994)
 HZ1040
 HZ1040                         *CURRENT SURVEY CONTROL
 HZ1040  ___________________________________________________________________
 HZ1040* NAD 83(1997)-  38 41 49.29222(N)    085 12 22.64454(W)     ADJUSTED  
 HZ1040* NAVD 88     -       147.879  (meters)     485.17   (feet)  ADJUSTED  
 HZ1040  ___________________________________________________________________
 HZ1040  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 HZ1040  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ1040  DYNAMIC HT  -         147.782 (meters)     484.85  (feet)  COMP
 HZ1040  MODELED GRAV-     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
 HZ1040.and adjusted by the National Geodetic Survey in June 1991..
 HZ1040
 HZ1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1040
 HZ1040.The geoid height was determined by GEOID03.
 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;                    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     -   0.99998211  x   0.99998641  =   0.99996852
 HZ1040!SPC KY1Z     -   0.99998211  x   1.00000746  =   0.99998957
 HZ1040!SPC KY N     -   0.99998211  x   0.99997010  =   0.99995221
 HZ1040!UTM  16      -   0.99998211  x   0.99989963  =   0.99988174
 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|---------------------------------------------------------------------|
 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
 HZ1040.Superseded values are not recommended for survey control.
 HZ1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1040.See file dsdata.txt to determine how the superseded data were derived.
 HZ1040
 HZ1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH5598684683(NAD 83)
 HZ1040_MARKER: DS = TRIANGULATION STATION DISK
 HZ1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1040_STAMPING: LAMB 1947
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 HZ2292 ***********************************************************************
 HZ2292  DESIGNATION -  LAMB
 HZ2292  PID         -  HZ2292
 HZ2292  STATE/COUNTY-  IN/FLOYD
 HZ2292  USGS QUAD   -  GEORGETOWN (1993)
 HZ2292
 HZ2292                         *CURRENT SURVEY CONTROL
 HZ2292  ___________________________________________________________________
 HZ2292* NAD 83(1997)-  38 20 52.50716(N)    085 55 33.92718(W)     ADJUSTED  
 HZ2292* NAVD 88     -       256.     (meters)     840.     (feet)  SCALED    
 HZ2292  ___________________________________________________________________
 HZ2292  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 HZ2292  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ2292
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2292
 HZ2292.The geoid height was determined by GEOID03.
 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  =   0.99993808
 HZ2292!UTM  16      -   0.99996508  x   0.99970845  =   0.99967354
 HZ2292
 HZ2292|---------------------------------------------------------------------|
 HZ2292| PID    Reference Object                     Distance      Geod. Az  |
 HZ2292|                                                           dddmmss.s |
 HZ2292| HZ2297 LAMB 1947 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| HZ1041 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2292.See file dsdata.txt to determine how the superseded data were derived.
 HZ2292
 HZ2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9384044964(NAD 83)
 HZ2292_MARKER: DS = TRIANGULATION STATION DISK
 HZ2292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2293 ***********************************************************************
 HZ2293  DESIGNATION -  LAMB 2
 HZ2293  PID         -  HZ2293
 HZ2293  STATE/COUNTY-  IN/FLOYD
 HZ2293  USGS QUAD   -  GEORGETOWN (1993)
 HZ2293
 HZ2293                         *CURRENT SURVEY CONTROL
 HZ2293  ___________________________________________________________________
 HZ2293* NAD 83(1997)-  38 20 53.39260(N)    085 55 33.63160(W)     ADJUSTED  
 HZ2293* NAVD 88     -       256.     (meters)     840.     (feet)  SCALED    
 HZ2293  ___________________________________________________________________
 HZ2293  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 HZ2293  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HZ2293
 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.No horizontal observational check was made to the station.
 HZ2293
 HZ2293.The orthometric height was scaled from a topographic map.
 HZ2293
 HZ2293.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2293
 HZ2293.The geoid height was determined by GEOID03.
 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  =   0.99993807
 HZ2293!UTM  16      -   0.99996508  x   0.99970846  =   0.99967355
 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 1947 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2293.See file dsdata.txt to determine how the superseded data were derived.
 HZ2293
 HZ2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9384744992(NAD 83)
 HZ2293_MARKER: DS = TRIANGULATION STATION DISK
 HZ2293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2293_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ1039 ***********************************************************************
 HZ1039  DESIGNATION -  LAMB RM 1
 HZ1039  PID         -  HZ1039
 HZ1039  STATE/COUNTY-  IN/JEFFERSON
 HZ1039  USGS QUAD   -  CARROLLTON (1994)
 HZ1039
 HZ1039                         *CURRENT SURVEY CONTROL
 HZ1039  ___________________________________________________________________
 HZ1039* NAD 83(1986)-  38 41 49.     (N)    085 12 22.     (W)     SCALED    
 HZ1039* NAVD 88     -       147.887  (meters)     485.19   (feet)  ADJUSTED  
 HZ1039  ___________________________________________________________________
 HZ1039  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ1039  DYNAMIC HT  -         147.789 (meters)     484.87  (feet)  COMP
 HZ1039  MODELED GRAV-     979,969.9   (mgal)                       NAVD 88
 HZ1039
 HZ1039  VERT ORDER  -  FIRST     CLASS II
 HZ1039
 HZ1039.The horizontal coordinates were scaled from a topographic map and have
 HZ1039.an estimated accuracy of +/- 6 seconds.
 HZ1039
 HZ1039.The orthometric height was determined by differential leveling
 HZ1039.and adjusted by the National Geodetic Survey in June 1991..
 HZ1039
 HZ1039.The geoid height was determined by GEOID03.
 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     -   382,960.      140,070.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1039.See file dsdata.txt to determine how the superseded data were derived.
 HZ1039
 HZ1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH560846(NAD 83)
 HZ1039_MARKER: DR = REFERENCE MARK DISK
 HZ1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1039_STAMPING: LAMB NO 1 1947
 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             NGS
 HZ1039
 HZ1039                          STATION DESCRIPTION
 HZ1039
 HZ1039'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1041 ***********************************************************************
 HZ1041  DESIGNATION -  LAMB RM 2
 HZ1041  PID         -  HZ1041
 HZ1041  STATE/COUNTY-  IN/JEFFERSON
 HZ1041  USGS QUAD   -  CARROLLTON (1994)
 HZ1041
 HZ1041                         *CURRENT SURVEY CONTROL
 HZ1041  ___________________________________________________________________
 HZ1041* NAD 83(1986)-  38 41 49.     (N)    085 12 22.     (W)     SCALED    
 HZ1041* NAVD 88     -       147.956  (meters)     485.42   (feet)  ADJUSTED  
 HZ1041  ___________________________________________________________________
 HZ1041  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ1041  DYNAMIC HT  -         147.859 (meters)     485.10  (feet)  COMP
 HZ1041  MODELED GRAV-     979,969.9   (mgal)                       NAVD 88
 HZ1041
 HZ1041  VERT ORDER  -  FIRST     CLASS II
 HZ1041
 HZ1041.The horizontal coordinates were scaled from a topographic map and have
 HZ1041.an estimated accuracy of +/- 6 seconds.
 HZ1041
 HZ1041.The orthometric height was determined by differential leveling
 HZ1041.and adjusted by the National Geodetic Survey in June 1991..
 HZ1041
 HZ1041.The geoid height was determined by GEOID03.
 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     -   382,960.      140,070.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1041.See file dsdata.txt to determine how the superseded data were derived.
 HZ1041
 HZ1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH560846(NAD 83)
 HZ1041_MARKER: DR = REFERENCE MARK DISK
 HZ1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1041_STAMPING: LAMB NO 2 1947
 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             NGS
 HZ1041  HISTORY     - 1979     GOOD             NGS
 HZ1041
 HZ1041                          STATION DESCRIPTION
 HZ1041
 HZ1041'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1997 ***********************************************************************
 LA1997  DESIGNATION -  LANCASTER
 LA1997  PID         -  LA1997
 LA1997  STATE/COUNTY-  IN/WELLS
 LA1997  USGS QUAD   -  UNIONDALE (1988)
 LA1997
 LA1997                         *CURRENT SURVEY CONTROL
 LA1997  ___________________________________________________________________
 LA1997* NAD 83(1997)-  40 47 09.49988(N)    085 09 38.68945(W)     ADJUSTED  
 LA1997* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 LA1997  ___________________________________________________________________
 LA1997  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 LA1997  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 LA1997
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA1997
 LA1997.The geoid height was determined by GEOID03.
 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     -   0.99996374  x   0.99998910  =   0.99995284
 LA1997!UTM  16      -   0.99996374  x   0.99989643  =   0.99986017
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1997.See file dsdata.txt to determine how the superseded data were derived.
 LA1997
 LA1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5518716626(NAD 83)
 LA1997_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1997_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LA1997
 LA1997  HISTORY     - Date     Condition        Report By
 LA1997  HISTORY     - 1955     MONUMENTED       CGS
 LA1997  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LA1997  HISTORY     - 1964     SEE DESCRIPTION  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
 LA1997'MILES SOUTH OF OSSIAN, 3.5
 LA1997'MILES NORTH OF BLUFFTON, 217 FEET NORTH-NORTHEAST OF THE NORTHEAST
 LA1997'CORNER OF THE LANCASTER HIGH
 LA1997'SCHOOL, 57 FEET SOUTH OF THE CENTER OF A MACADAM ROAD, 33 FEET
 LA1997'SOUTHWEST OF A FENCE CORNER, AND 18 FEET
 LA1997'WEST OF A FENCE 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
 LA1997'TO A CROSS ROAD, TURN RIGHT (EAST) AND GO FOR 0.25 MILE TO THE SCHOOL
 LA1997'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
 LA1997'JUNCTION OF STATE HIGHWAY 1, TURN RIGHT (NORTH) AND GO FOR 0.1 MILE
 LA1997'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
 LA1997'DISK IS STAMPED LANCASTER
 LA1997'1955.
 LA1997'
 LA1997'REFERENCE MARK 1 IS 25 FEET WEST OF A WIRE FENCE.  THE MARK IS FLUSH
 LA1997'WITH THE SURFACE OF THE GROUND,
 LA1997'AND THE DISK IS STAMPED LANCASTER NO 1 1955.
 LA1997'
 LA1997'REFERENCE MARK 2 IS 51 FEET SOUTH OF THE CENTER OF THE MACADAM ROAD,
 LA1997'AND 50 FEET SOUTHEAST OF A
 LA1997'POWERLINE POLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND,
 LA1997'AND THE DISK IS STAMPED LANCASTER
 LA1997'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
 LA1997'FEET SOUTH OF A WHITE 4 IN BY 4 IN WITNESS POST, AND 1.5 FEET
 LA1997'NORTH-NORTHEAST OF A POWERLINE POLE.  THE
 LA1997'MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 LA1997'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
 LA1997'BEEN BUILT ON THE SCHOOL.  STATION IS 68.0 FEET NE OF NORTHEAST
 LA1997'CORNER OF LANCASTER HIGH
 LA1997'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
 LA1997'TOWARD SE. NO. 2 R.M. NOT FOUND.  TWO NEW R.M.S NOS. 3 AND 4 WERE
 LA1997'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
 LA1997'NO. 300 N COUNTY ROAD TO E END OF LANCASTER SCHOOL AND THE STATION ON
 LA1997'THE RIGHT, 57.6 FEET NE OF NE CORNER
 LA1997'OF THE MOST NLY WALL OF THE SCHOOL, 33.5 FEET E OF PROJECTED
 LA1997'PLANES OF E ENDS OF MOST NORTHERLY AND SOUTHERLY
 LA1997'WALLS, 54 FEET S OF CENTER LINE OF 18-FOOT
 LA1997'ASPHALT ROAD, 0.6 FOOT LOWER THAN SAME, STANDARD DISKS STAMPED
 LA1997'LANCASTER 1955 ARE SET IN 1B AND 7A
 LA1997'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
 LA1997'IN AZIMUTH 4 DEG 36 MIN FROM STATION, 42.1 FEET SE OF MOST NE CORNER
 LA1997'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
 LA1997'OR 32.56 FEET NNE IN AZIMUTH
 LA1997'209 DEG 53 MIN FROM STATION, 25 FEET S OF CENTER LINE OF ROAD, AND
 LA1997'2.2 FEET W OF STEEL WITNESS POST.
 LA1997'
 LA1997'R.M. STAMPED LANCASTER NO. 4 1964, NOTE 11B, FLUSH, IS 6.005 METERS
 LA1997'OR 19.70 FEET SE IN AZIMUTH 303
 LA1997'DEG 53 MIN FROM STATION, 6.4 FEET SE OF A POWER POLE, AND 0.7 FOOT W
 LA1997'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
 LA1997'109 DEG 58 MIN 55.2 SEC FROM STATION, ABOUT 178 YARDS N OF
 LA1997'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 = OCTOBER  6, 2006
 HZ2250 ***********************************************************************
 HZ2250  DESIGNATION -  LANESVILLE
 HZ2250  PID         -  HZ2250
 HZ2250  STATE/COUNTY-  IN/HARRISON
 HZ2250  USGS QUAD   -  LANESVILLE (1993)
 HZ2250
 HZ2250                         *CURRENT SURVEY CONTROL
 HZ2250  ___________________________________________________________________
 HZ2250* NAD 83(1997)-  38 14 45.64720(N)    085 58 57.73087(W)     ADJUSTED  
 HZ2250* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 HZ2250  ___________________________________________________________________
 HZ2250  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 HZ2250  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 HZ2250
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2250
 HZ2250.The geoid height was determined by GEOID03.
 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  =   0.99993989
 HZ2250!UTM  16      -   0.99996380  x   0.99969759  =   0.99966140
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2250.See file dsdata.txt to determine how the superseded data were derived.
 HZ2250
 HZ2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8901833600(NAD 83)
 HZ2250_MARKER: DS = TRIANGULATION STATION DISK
 HZ2250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2256 ***********************************************************************
 HZ2256  DESIGNATION -  LANESVILLE CATH CH SPIRE
 HZ2256  PID         -  HZ2256
 HZ2256  STATE/COUNTY-  IN/HARRISON
 HZ2256  USGS QUAD   -  LANESVILLE (1993)
 HZ2256
 HZ2256                         *CURRENT SURVEY CONTROL
 HZ2256  ___________________________________________________________________
 HZ2256* NAD 83(1997)-  38 14 13.80130(N)    085 58 55.25795(W)     ADJUSTED  
 HZ2256* NAVD 88     -                                                        
 HZ2256  ___________________________________________________________________
 HZ2256  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 HZ2256  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 HZ2256
 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
 HZ2256.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2256
 HZ2256.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2256
 HZ2256  NAD 83(1993)-  38 14 13.80207(N)    085 58 55.25924(W) AD(       ) 4
 HZ2256  NAD 83(1986)-  38 14 13.80610(N)    085 58 55.26553(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2256.See file dsdata.txt to determine how the superseded data were derived.
 HZ2256
 HZ2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8908932620(NAD 83)
 HZ2256_MARKER: 89 = 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 = OCTOBER  6, 2006
 MD1695 ***********************************************************************
 MD1695  DESIGNATION -  LANO
 MD1695  PID         -  MD1695
 MD1695  STATE/COUNTY-  IN/LAGRANGE
 MD1695  USGS QUAD   -  TOPEKA (1981)
 MD1695
 MD1695                         *CURRENT SURVEY CONTROL
 MD1695  ___________________________________________________________________
 MD1695* NAD 83(1997)-  41 31 29.58031(N)    085 34 39.34734(W)     ADJUSTED  
 MD1695* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 MD1695  ___________________________________________________________________
 MD1695  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 MD1695  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 MD1695
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1695
 MD1695.The geoid height was determined by GEOID03.
 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     -   0.99996101  x   0.99996735  =   0.99992836
 MD1695!UTM  16      -   0.99996101  x   0.99977331  =   0.99973433
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1695.See file dsdata.txt to determine how the superseded data were derived.
 MD1695
 MD1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1867498003(NAD 83)
 MD1695_MARKER: DS = TRIANGULATION STATION DISK
 MD1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 MD1695'INTERSECTION OF STATE HIGHWAY 5 AND A CROSSROAD.  IT IS 176 FEET
 MD1695'NORTHEAST OF THE INTERSECTION, 61.5
 MD1695'FEET EAST OF THE CENTER OF STATE HIGHWAY 5, 29 FEET SOUTHWEST
 MD1695'OF A TELEPHONE POLE, 10 FEET WEST OF A FENCE
 MD1695'LINE AND 3 FEET WEST NORTHWEST OF A WHITE
 MD1695'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
 MD1695'5, 66 FEET NORTH OF THE CENTER OF A COUNTY ROAD AND 1 FOOT EAST OF A
 MD1695'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
 MD1695'AND 1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS 6 INCHES AND THE
 MD1695'DISK IS STAMPED LANO NO 2 1947.
 MD1695'
 MD1695'AZIMUTH MARK IS 0.5 MILES SOUTH OF THE STATION.  IT IS 38 FEET WEST
 MD1695'OF THE CENTER OF STATE
 MD1695'HIGHWAY 5, 5 FEET NORTH OF A POWER POLE, 3 FEET SOUTH OF A WHITE
 MD1695'WITNESS POST AND 2 FEET EAST OF A
 MD1695'FENCE LINE.  THE MARK PROJECTS 3 INCHES AND THE
 MD1695'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
 MD1695'NORTH ON STATE HIGHWAY 5 FOR 4.2 MILES TO THE AZIMUTH MARK ON THE
 MD1695'LEFT, CONTINUE NORTH FOR 0.5
 MD1695'MILES TO THE STATION 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
 MD1695'CORNER IN TOPEKA, AT ASYMMETRICAL OR SMOOTHED-CURVES-JOGGED
 MD1695'CROSSROADS OF THE HWY. AND THE
 MD1695'NOBLE-LAGRANGE COUNTY-LINE ROAD, 61-1/2 FEET E OF CENTER LINE ON
 MD1695'CURVE OR 32 FEET E OF PROJECTED
 MD1695'CENTER LINE OF THE TANGENT FROM THE N OF HWY., 10 FEET W OF A
 MD1695'FENCE, 152 FEET N OF CENTER LINE OF E-W
 MD1695'ROAD, STANDARD DISKS STAMPED LANO 1947 ARE SET IN  CONCRETE.
 MD1695'THE UPPER MARK IS SET FLUSH WITH THE GROUND.
 MD1695'
 MD1695'REFERENCE STAMPED LANO NO 1 1947, FOUND LEANING NORTH WAS SET
 MD1695'ERECT AND THEN ITS DISTANCE
 MD1695'CHECKED EXACTLY THE ORIGINAL MEASUREMENT OF 85.88 FEET OR 26.176
 MD1695'METERS BUT THE AZIMUTH COMPUTING AS
 MD1695'353 DEG 03 MIN FROM ORIGINAL DIRECTION WAS NOT CHECKED THO WAS NOTED
 MD1695'AS S OF STATION, IT IS 66 FEET N OF CENTER
 MD1695'LINE OF E-W ROAD, 42 FEET E OF PROJECTED HWY.
 MD1695'CENTER LINE FROM N, ONE FOOT W OF FENCE, AND PROJECTING 0.5
 MD1695'FOOT, 2 FEET N OF WITNESS POST.
 MD1695'
 MD1695'REFERENCE STAMPED LANO NO 2 1947, PROJECTS 0.5 FOOT, IS
 MD1695'102.06 FEET (31.108 METERS) W IN
 MD1695'AZIMUTH 81 DEG 34 MIN FROM STATION, 141 FEET N OF CENTER LINE OF
 MD1695'COUNTY-LINE ROAD, 36 FEET W OF CENTER LINE
 MD1695'OF THE 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
 MD1695'OF STATION, 85 FEET N OF A
 MD1695'QUARTER-SECTION LINE FENCE, 38 FEET W OF CENTER LINE OF HWY., 1.0
 MD1695'FEET HIGHER THAN SAME, 5 FEET N OF
 MD1695'CENTER OF NO. 526/514 POWER POLE, 2 FEET E OF FENCE, AND 2 FEET
 MD1695'NNW OF STEEL 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 = OCTOBER  6, 2006
 ME2329 ***********************************************************************
 ME2329  DESIGNATION -  LAP
 ME2329  PID         -  ME2329
 ME2329  STATE/COUNTY-  IN/ST JOSEPH
 ME2329  USGS QUAD   -  LA PAZ (1972)
 ME2329
 ME2329                         *CURRENT SURVEY CONTROL
 ME2329  ___________________________________________________________________
 ME2329* NAD 83(1997)-  41 29 04.06638(N)    086 18 31.24788(W)     ADJUSTED  
 ME2329* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 ME2329  ___________________________________________________________________
 ME2329  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 ME2329  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME2329
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2329
 ME2329.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 2633028.3 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2329.See file dsdata.txt to determine how the superseded data were derived.
 ME2329
 ME2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5771392770(NAD 83)
 ME2329_MARKER: DS = TRIANGULATION STATION DISK
 ME2329_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 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
 ME2329'0.1 MILE SOUTH OF A FARM HOUSE, 53 FEET SOUTHWEST OF A 6 INCH APPLE
 ME2329'TREE, 25 FEET WEST OF THE CENTER OF A
 ME2329'FARM LANE, 13 FEET WEST OF A WHITE WITNESS POST AND 8
 ME2329'FEET WEST OF THE EAST EDGE OF A CULTIVATED FIELD.
 ME2329'THE MARK IS 12 INCHES BELOW THE
 ME2329'SURFACE AND THE DISK IS STAMPED LAP 1952 (THE UNDERGROUND MARK IS
 ME2329'STAMPED 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
 ME2329'LANE AND 5 FEET EAST OF THE EAST EDGE OF THE FIELD.  THE MARK
 ME2329'PROJECTS 4 INCHES AND THE DISK IS
 ME2329'STAMPED LAP NO 1 1952.
 ME2329'
 ME2329'REFERENCE MARK NO. 2 IS 6 FEET EAST OF THE CENTER OF THE FARM LANE
 ME2329'AND 1 FOOT WEST OF A FENCE
 ME2329'LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LAP NO 2
 ME2329'1952.
 ME2329'
 ME2329'AZIMUTH MARK IS 33 FEET EAST OF A 36 INCH WILD CHERRY TREE, 21 FEET
 ME2329'SOUTH OF THE CENTER OF A
 ME2329'GRAVEL ROAD, 3 FEET EAST OF A WHITE WITNESS POST, 1 FOOT NORTH OF A
 ME2329'FENCE LINE AND 1 FOOT SOUTHWEST OF
 ME2329'A TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 ME2329'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.
 ME2329'HIGHWAY 31 FOR 1.9 MILES TO STANTON ROAD, TURN LEFT AND GO WEST ON
 ME2329'STANTON ROAD FOR 0.3 MILE TO THE
 ME2329'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE AHEAD
 ME2329'FOR 0.25 MILE TO A FARM LANE ON THE LEFT AT A FARM
 ME2329'HOUSE, TURN LEFT AND GO SOUTH ON
 ME2329'THE FARM LANE 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
 ME2329'FOUND AS DESCRIBED IN 1952.  THE AZIMUTH MARK WAS OBSTRUCTED BY
 ME2329'SOME LARGE TREES.  THERE IS NO OBJECTS VISIBLE TO SET ANOTHER
 ME2329'AZIMUTH MARK.  REFERENCE MARKS WERE NOT MEASURED AT THIS TIME DUE
 ME2329'TO THE OBSTRUCTION OF HEAVY BRUSH AND BROKEN TREE LIMBS.  THE ABOVE
 ME2329'MEASUREMENTS TO THE MARKS ARE THE 1952 MEASUREMENTS.  THE ANGLE
 ME2329'BETWEEN THE REFERENCE MARKS CHECKED.  THE TO REACH AND
 ME2329'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 = OCTOBER  6, 2006
 ME0617 ***********************************************************************
 ME0617  DESIGNATION -  LAP L 31
 ME0617  PID         -  ME0617
 ME0617  STATE/COUNTY-  IN/LA PORTE
 ME0617  USGS QUAD   -  ENGLISH LAKE (1959)
 ME0617
 ME0617                         *CURRENT SURVEY CONTROL
 ME0617  ___________________________________________________________________
 ME0617* NAD 83(1986)-  41 19 02.     (N)    086 50 55.     (W)     SCALED    
 ME0617* NAVD 88     -       204.317  (meters)     670.33   (feet)  ADJUSTED  
 ME0617  ___________________________________________________________________
 ME0617  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0617  DYNAMIC HT  -         204.231 (meters)     670.05  (feet)  COMP
 ME0617  MODELED GRAV-     980,200.8   (mgal)                       NAVD 88
 ME0617
 ME0617  VERT ORDER  -  SECOND    CLASS 0
 ME0617
 ME0617.The horizontal coordinates were scaled from a topographic map and have
 ME0617.an estimated accuracy of +/- 6 seconds.
 ME0617
 ME0617.The orthometric height was determined by differential leveling
 ME0617.and adjusted by the National Geodetic Survey in June 1991..
 ME0617
 ME0617.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0617.See file dsdata.txt to determine how the superseded data were derived.
 ME0617
 ME0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL126739(NAD 83)
 ME0617_MARKER: DD = SURVEY DISK
 ME0617_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0617_SP_SET: ABUTMENT
 ME0617_STAMPING: LAP L 31
 ME0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0617
 ME0617  HISTORY     - Date     Condition        Report By
 ME0617  HISTORY     - UNK      MONUMENTED       INHD
 ME0617  HISTORY     - 1946     GOOD             NGS
 ME0617
 ME0617                          STATION DESCRIPTION
 ME0617
 ME0617'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0620 ***********************************************************************
 ME0620  DESIGNATION -  LAP L 43
 ME0620  PID         -  ME0620
 ME0620  STATE/COUNTY-  IN/LA PORTE
 ME0620  USGS QUAD   -  ENGLISH LAKE (1959)
 ME0620
 ME0620                         *CURRENT SURVEY CONTROL
 ME0620  ___________________________________________________________________
 ME0620* NAD 83(1986)-  41 19 02.     (N)    086 48 17.     (W)     SCALED    
 ME0620* NAVD 88     -       204.425  (meters)     670.68   (feet)  ADJUSTED  
 ME0620  ___________________________________________________________________
 ME0620  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0620  DYNAMIC HT  -         204.340 (meters)     670.41  (feet)  COMP
 ME0620  MODELED GRAV-     980,202.2   (mgal)                       NAVD 88
 ME0620
 ME0620  VERT ORDER  -  SECOND    CLASS 0
 ME0620
 ME0620.The horizontal coordinates were scaled from a topographic map and have
 ME0620.an estimated accuracy of +/- 6 seconds.
 ME0620
 ME0620.The orthometric height was determined by differential leveling
 ME0620.and adjusted by the National Geodetic Survey in June 1991..
 ME0620
 ME0620.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0620.See file dsdata.txt to determine how the superseded data were derived.
 ME0620
 ME0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL163739(NAD 83)
 ME0620_MARKER: DD = SURVEY DISK
 ME0620_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0620_SP_SET: BRIDGE
 ME0620_STAMPING: LAP L 43
 ME0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0620
 ME0620  HISTORY     - Date     Condition        Report By
 ME0620  HISTORY     - UNK      MONUMENTED       INHD
 ME0620  HISTORY     - 1946     GOOD             NGS
 ME0620
 ME0620                          STATION DESCRIPTION
 ME0620
 ME0620'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0622 ***********************************************************************
 ME0622  DESIGNATION -  LAP L 46
 ME0622  PID         -  ME0622
 ME0622  STATE/COUNTY-  IN/LA PORTE
 ME0622  USGS QUAD   -  ENGLISH LAKE (1959)
 ME0622
 ME0622                         *CURRENT SURVEY CONTROL
 ME0622  ___________________________________________________________________
 ME0622* NAD 83(1986)-  41 19 02.     (N)    086 46 33.     (W)     SCALED    
 ME0622* NAVD 88     -       204.691  (meters)     671.56   (feet)  ADJUSTED  
 ME0622  ___________________________________________________________________
 ME0622  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0622  DYNAMIC HT  -         204.606 (meters)     671.28  (feet)  COMP
 ME0622  MODELED GRAV-     980,203.3   (mgal)                       NAVD 88
 ME0622
 ME0622  VERT ORDER  -  SECOND    CLASS 0
 ME0622
 ME0622.The horizontal coordinates were scaled from a topographic map and have
 ME0622.an estimated accuracy of +/- 6 seconds.
 ME0622
 ME0622.The orthometric height was determined by differential leveling
 ME0622.and adjusted by the National Geodetic Survey in June 1991..
 ME0622
 ME0622.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0622.See file dsdata.txt to determine how the superseded data were derived.
 ME0622
 ME0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL187739(NAD 83)
 ME0622_MARKER: DD = SURVEY DISK
 ME0622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0622_SP_SET: BRIDGE
 ME0622_STAMPING: LAP 1 46
 ME0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0622
 ME0622  HISTORY     - Date     Condition        Report By
 ME0622  HISTORY     - UNK      MONUMENTED       INHD
 ME0622  HISTORY     - 1946     GOOD             NGS
 ME0622
 ME0622                          STATION DESCRIPTION
 ME0622
 ME0622'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0473 ***********************************************************************
 ME0473  DESIGNATION -  LAP L 68
 ME0473  PID         -  ME0473
 ME0473  STATE/COUNTY-  IN/LA PORTE
 ME0473  USGS QUAD   -  WANATAH (1972)
 ME0473
 ME0473                         *CURRENT SURVEY CONTROL
 ME0473  ___________________________________________________________________
 ME0473* NAD 83(1997)-  41 26 01.00760(N)    086 53 29.90893(W)     ADJUSTED  
 ME0473* NAVD 88     -       222.787  (meters)     730.93   (feet)  ADJUSTED  
 ME0473  ___________________________________________________________________
 ME0473  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 ME0473  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 ME0473  DYNAMIC HT  -         222.696 (meters)     730.63  (feet)  COMP
 ME0473  MODELED GRAV-     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
 ME0473.and adjusted by the National Geodetic Survey in June 1991..
 ME0473
 ME0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME0473
 ME0473.The geoid height was determined by GEOID03.
 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;                    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     -   0.99997036  x   0.99996982  =   0.99994018
 ME0473!UTM  16      -   0.99997036  x   0.99960101  =   0.99957138
 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
 ME0473.Superseded values are not recommended for survey control.
 ME0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0473.See file dsdata.txt to determine how the superseded data were derived.
 ME0473
 ME0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0905386900(NAD 83)
 ME0473_MARKER: DD = SURVEY DISK
 ME0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0473_SP_SET: 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     - 1948     MONUMENTED       CGS
 ME0473  HISTORY     - 1946     GOOD             NGS
 ME0473  HISTORY     - 1968     MARK NOT FOUND   NGS
 ME0473
 ME0473                          STATION DESCRIPTION
 ME0473
 ME0473'DESCRIBED 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 (1946)
 ME0473
 ME0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 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 (1968)
 ME0473
 ME0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 ME0473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0767 ***********************************************************************
 ME0767  DESIGNATION -  LAP L 74
 ME0767  PID         -  ME0767
 ME0767  STATE/COUNTY-  IN/LA PORTE
 ME0767  USGS QUAD   -  MICHIGAN CITY WEST (1980)
 ME0767
 ME0767                         *CURRENT SURVEY CONTROL
 ME0767  ___________________________________________________________________
 ME0767* NAD 83(1986)-  41 38 16.     (N)    086 53 39.     (W)     SCALED    
 ME0767* NAVD 88     -       203.080  (meters)     666.27   (feet)  ADJUSTED  
 ME0767  ___________________________________________________________________
 ME0767  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0767  DYNAMIC HT  -         203.004 (meters)     666.02  (feet)  COMP
 ME0767  MODELED GRAV-     980,241.7   (mgal)                       NAVD 88
 ME0767
 ME0767  VERT ORDER  -  SECOND    CLASS 0
 ME0767
 ME0767.The horizontal coordinates were scaled from a topographic map and have
 ME0767.an estimated accuracy of +/- 6 seconds.
 ME0767
 ME0767.The orthometric height was determined by differential leveling
 ME0767.and adjusted by the National Geodetic Survey in June 1991..
 ME0767
 ME0767.The geoid height was determined by GEOID03.
 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     -   709,410.      915,760.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0767.See file dsdata.txt to determine how the superseded data were derived.
 ME0767
 ME0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM088095(NAD 83)
 ME0767_MARKER: DD = SURVEY DISK
 ME0767_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0767_SP_SET: BRIDGE
 ME0767_STAMPING: LAP L 74
 ME0767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0767
 ME0767  HISTORY     - Date     Condition        Report By
 ME0767  HISTORY     - UNK      MONUMENTED       INHD
 ME0767  HISTORY     - 1946     GOOD             NGS
 ME0767
 ME0767                          STATION DESCRIPTION
 ME0767
 ME0767'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2428 ***********************************************************************
 ME2428  DESIGNATION -  LAPORTE
 ME2428  PID         -  ME2428
 ME2428  STATE/COUNTY-  IN/LA PORTE
 ME2428  USGS QUAD   -  LA PORTE EAST (1991)
 ME2428
 ME2428                         *CURRENT SURVEY CONTROL
 ME2428  ___________________________________________________________________
 ME2428* NAD 83(1997)-  41 36 40.63753(N)    086 43 21.51659(W)     ADJUSTED  
 ME2428* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 ME2428  ___________________________________________________________________
 ME2428  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 ME2428  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME2428
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2428
 ME2428.The geoid height was determined by GEOID03.
 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  =   0.99957301
 ME2428
 ME2428|---------------------------------------------------------------------|
 ME2428| PID    Reference Object                     Distance      Geod. Az  |
 ME2428|                                                           dddmmss.s |
 ME2428| ME2425 LAPORTE N IND PUB SER STACK         236.375 METERS 01314     |
 ME2428| ME2420 LAPORTE N IND PUB SER RAD MAST      APPROX. 0.7 KM 0271550.1 |
 ME2428| CM3000 LAPORTE RM 1                         26.764 METERS 04103     |
 ME2428| ME2427 LAPORTE CO CTHSE CLOCK TOWER         34.092 METERS 08742     |
 ME2428| CM3001 LAPORTE RM 2                         24.698 METERS 13244     |
 ME2428| CM2999 LAPORTE AZ MK                                      1522608.2 |
 ME2428| ME2429 LAPORTE BACHMANN WOOL MILL STK      APPROX. 1.2 KM 1551900.5 |
 ME2428| ME2423 LAPORTE MUN AIRPORT BEACON          APPROX. 3.9 KM 1885145.2 |
 ME2428| ME2419 LAPORTE MAPLE TERRACE TANK          APPROX. 1.8 KM 1890518.0 |
 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 3273130.0 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2428.See file dsdata.txt to determine how the superseded data were derived.
 ME2428
 ME2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2310906657(NAD 83)
 ME2428_MARKER: DS = TRIANGULATION STATION DISK
 ME2428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2428_MAGNETIC: N = NO MAGNETIC MATERIAL
 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
 ME2428'LAPORTE.  IT IS 50 FEET SOUTH OF THE SOUTH EDGE OF SIDEWALK, 45 FEET
 ME2428'NORTHWEST OF THE NORTHWEST CORNER OF
 ME2428'COURTHOUSE AND 26 FEET EAST OF THE EAST EDGE OF SIDEWALK.  THE
 ME2428'MARK IS FLUSH AND THE DISK IS STAMPED LAPORTE
 ME2428'1948.
 ME2428'
 ME2428'REFERENCE MARK NO. 1 IS 87.81 FEET NORTHEAST OF THE STATION.  IT IS
 ME2428'16 FEET NORTHWEST OF THE NORTH
 ME2428'ENTRANCE OF THE COURTHOUSE AND 2 FEET NORTH OF A CONCRETE WALK.  THE
 ME2428'MARK IS FLUSH AND THE DISK IS
 ME2428'STAMPED LAPORTE NO 1 1948.
 ME2428'
 ME2428'REFERENCE MARK NO. 2 IS 81.03 FEET SOUTHEAST OF THE STATION.  IT IS
 ME2428'14 FEET SOUTH OF A CONCRETE WALK
 ME2428'AND 12 FEET WEST OF A CONCRETE WALK.  THE MARK IS FLUSH AND THE DISK
 ME2428'IS STAMPED LAPORTE NO 2 1948.
 ME2428'
 ME2428'AZIMUTH MARK IS 0.15 MILE SOUTH OF THE STATION.  IT IS 34 FEET WEST
 ME2428'OF THE CENTER OF INDIANA AVENUE,
 ME2428'26 FEET SOUTH OF THE CENTER OF MAPLE STREET AND 8 FEET SOUTHWEST OF A
 ME2428'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
 ME2428'INTERSECTION OF MAPLE STREET AND THE AZIMUTH MARK IN THE SOUTHWEST
 ME2428'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
 ME2428'MARK 1 WAS IN THE
 ME2428'WAY OF CONSTRUCTION AND WAS DESTROYED AFTER REFERENCE MARK 3
 ME2428'WAS SET.  THE DISTANCE TO REFERENCE
 ME2428'MARK 1 CHECKED.  REFERENCE
 ME2428'MARK 2 COULD NOT BE MEASURED TO DUE TO CARS AND SHRUBS
 ME2428'AND THE
 ME2428'1948 DISTANCE WAS USED.  THE DIRECTION BETWEEN THE REFERENCE MARKS
 ME2428'CHECKED.  THE LINE
 ME2428'OF SIGHT TO THE AZIMUTH MARK IS OBSTRUCTED BY A
 ME2428'STREET SIGN AND WAS NOT TAKEN.  A NEW
 ME2428'DESCRIPTION FOLLOWS-
 ME2428'
 ME2428'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF THE LAWN OF THE
 ME2428'LAPORTE COUNTY
 ME2428'COURTHOUSE, 1 FOOT SOUTH OF A METAL WITNESS POST, 60
 ME2428'FEET NORTH OF THE CENTERLINE OF A
 ME2428'SIDEWALK TO THE SOUTHWEST ENTRANCE
 ME2428'OF COURTHOUSE, 50 FEET SOUTH OF THE SOUTH EDGE OF
 ME2428'SIDEWALK (STATE ST.)
 ME2428'26 FEET EAST OF THE EAST EDGE OF SIDEWALK (INDIANA AVE.) AND 45 FEET
 ME2428'NORTHWEST OF THE
 ME2428'NORTHWEST CORNER OF THE COURTHOUSE.  THE MONUMENT IS
 ME2428'FLUSH AND THE DISK IS STAMPED
 ME2428'LAPORTE 1948.
 ME2428'
 ME2428'REFERENCE MARK 2 IS 29 FEET WEST OF THE SOUTHWEST ENTRANCE, 30
 ME2428'FEET NORTHEAST OF
 ME2428'A 40 INCH MAPLE TREE, 14 FEET SOUTH OF A CONCRETE
 ME2428'SIDEWALK AND 12 FEET WEST OF A
 ME2428'CONCRETE SIDEWALK.  THE MONUMENT IS FLUSH
 ME2428'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
 ME2428'HOLE IN THE TOP OF SANDSTONE CURBING OF STREET (INDIANA
 ME2428'AVE.), 71 FEET SOUTHWEST OF THE
 ME2428'NORTHWEST CORNER OF THE COURTHOUSE, 46
 ME2428'FEET SOUTH OF THE SOUTH EDGE OF SIDEWALK (STATE
 ME2428'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
 ME2428'THE LAPORTE PUBLIC
 ME2428'LIBRARY, 3 FEET SOUTHEAST OF A METAL TRAFFIC LIGHT
 ME2428'POLE, 2 FEET WEST OF THE WEST CURBING
 ME2428'OF INDIANA AVE., 34 FEET WEST OF
 ME2428'THE CENTERLINE OF INDIANA AVE., 26 FEET SOUTH OF THE
 ME2428'CENTERLINE OF
 ME2428'MAPLE STREET AND SURROUNDED BY CONCRETE SIDEWALK.  THE MONUMENT IS
 ME2428'FLUSH AND THE DISK IS
 ME2428'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
 ME2428'IN THE WEST RETAINING WALL OF COURTHOUSE.  THE DISK IS STAMPED
 ME2428'LAPORTE 1948 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 = OCTOBER  6, 2006
 LB2396 ***********************************************************************
 LB2396  DESIGNATION -  LAPORTE
 LB2396  PID         -  LB2396
 LB2396  STATE/COUNTY-  IN/CASS
 LB2396  USGS QUAD   -  ANOKA (1980)
 LB2396
 LB2396                         *CURRENT SURVEY CONTROL
 LB2396  ___________________________________________________________________
 LB2396* NAD 83(1997)-  40 41 18.13489(N)    086 15 34.19243(W)     ADJUSTED  
 LB2396* NAVD 88     -       230.35   (+/-2cm)     755.7    (feet)  VERTCON   
 LB2396  ___________________________________________________________________
 LB2396  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 LB2396  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 LB2396
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2396
 LB2396.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2396
 LB2396.The geoid height was determined by GEOID03.
 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     -   0.99996923  x   0.99999756  =   0.99996679
 LB2396!UTM  16      -   0.99996923  x   0.99964819  =   0.99961743
 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  NGVD 29 (07/19/86)  230.46   (m)          756.1    (f) LEVELING    3  
 LB2396
 LB2396.Superseded values are not recommended for survey control.
 LB2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2396.See file dsdata.txt to determine how the superseded data were derived.
 LB2396
 LB2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6257004428(NAD 83)
 LB2396_MARKER: DS = TRIANGULATION STATION DISK
 LB2396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2416 ***********************************************************************
 ME2416  DESIGNATION -  LAPORTE ALLIS CHALMERS MFG STK
 ME2416  PID         -  ME2416
 ME2416  STATE/COUNTY-  IN/LA PORTE
 ME2416  USGS QUAD   -  LA PORTE EAST (1991)
 ME2416
 ME2416                         *CURRENT SURVEY CONTROL
 ME2416  ___________________________________________________________________
 ME2416* NAD 83(1997)-  41 36 58.73762(N)    086 43 36.86802(W)     ADJUSTED  
 ME2416* NAVD 88     -                                                        
 ME2416  ___________________________________________________________________
 ME2416  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 ME2416  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME2416
 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
 ME2416.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2416
 ME2416.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2416
 ME2416  NAD 83(1994)-  41 36 58.74117(N)    086 43 36.87197(W) AD(       ) 4
 ME2416  NAD 83(1986)-  41 36 58.74074(N)    086 43 36.87248(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2416.See file dsdata.txt to determine how the superseded data were derived.
 ME2416
 ME2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2275207214(NAD 83)
 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 = OCTOBER  6, 2006
 ME2429 ***********************************************************************
 ME2429  DESIGNATION -  LAPORTE BACHMANN WOOL MILL STK
 ME2429  PID         -  ME2429
 ME2429  STATE/COUNTY-  IN/LA PORTE
 ME2429  USGS QUAD   -  LA PORTE EAST (1991)
 ME2429
 ME2429                         *CURRENT SURVEY CONTROL
 ME2429  ___________________________________________________________________
 ME2429* NAD 83(1997)-  41 36 06.36513(N)    086 43 00.53174(W)     ADJUSTED  
 ME2429* NAVD 88     -                                                        
 ME2429  ___________________________________________________________________
 ME2429  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 ME2429  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME2429
 ME2429  HORZ ORDER  -  THIRD
 ME2429
 ME2429.The horizontal coordinates were established by classical geodetic methods
 ME2429.and adjusted by the National Geodetic Survey in May 1999..
 ME2429
 ME2429
 ME2429.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2429
 ME2429.The geoid height was determined by GEOID03.
 ME2429
 ME2429;                    North         East     Units Scale Factor Converg.
 ME2429;SPC IN W     -   705,453.056   930,553.978   MT  0.99997815   +0 14 36.1
 ME2429;SPC IN W     - 2,314,473.90  3,052,992.51   sFT  0.99997815   +0 14 36.1
 ME2429;UTM  16      - 4,605,601.251   523,598.429   MT  0.99960685   +0 11 16.9
 ME2429
 ME2429                          SUPERSEDED SURVEY CONTROL
 ME2429
 ME2429  NAD 83(1994)-  41 36 06.36870(N)    086 43 00.53594(W) AD(       ) 4
 ME2429  NAD 83(1986)-  41 36 06.36822(N)    086 43 00.53640(W) AD(       ) 4
 ME2429  NAD 27      -  41 36 06.22100(N)    086 43 00.46400(W) AD(       ) 3
 ME2429
 ME2429.Superseded values are not recommended for survey control.
 ME2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2429.See file dsdata.txt to determine how the superseded data were derived.
 ME2429
 ME2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2359805601(NAD 83)
 ME2429_MARKER: 63 = STACK
 ME2429
 ME2429  HISTORY     - Date     Condition        Report By
 ME2429  HISTORY     - 1948     FIRST OBSERVED   CGS
 ME2429  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME2429
 ME2429                          STATION DESCRIPTION
 ME2429
 ME2429'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2429'STATION IS LOCATED IN THE SOUTHERN SECTION OF LAPORTE.  IT IS 200
 ME2429'FEET WEST OF THE
 ME2429'INTERSECTION OF FOX STREET AND WEBER STREET.  THE STATION IS A
 ME2429'CONCRETE STACK 12 FEET IN
 ME2429'DIAMETER WHICH IS 200 FEET HIGH.  THE POINT OBSERVED ON WAS THE
 ME2429'CENTER OF THE TOP OF THE STACK.
 ME2429'
 ME2429'THIS IS AN INTERSECTION STATION
 ME2429
 ME2429                          STATION RECOVERY (1988)
 ME2429
 ME2429'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME2429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2427 ***********************************************************************
 ME2427  DESIGNATION -  LAPORTE CO CTHSE CLOCK TOWER
 ME2427  PID         -  ME2427
 ME2427  STATE/COUNTY-  IN/LA PORTE
 ME2427  USGS QUAD   -  LA PORTE EAST (1991)
 ME2427
 ME2427                         *CURRENT SURVEY CONTROL
 ME2427  ___________________________________________________________________
 ME2427* NAD 83(1997)-  41 36 40.68182(N)    086 43 20.04535(W)     ADJUSTED  
 ME2427* NAVD 88     -                                                        
 ME2427  ___________________________________________________________________
 ME2427  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 ME2427  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME2427
 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
 ME2427.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2427
 ME2427.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2427
 ME2427  NAD 83(1994)-  41 36 40.68515(N)    086 43 20.04905(W) AD(       ) 4
 ME2427  NAD 83(1986)-  41 36 40.68461(N)    086 43 20.04927(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2427.See file dsdata.txt to determine how the superseded data were derived.
 ME2427
 ME2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2314306658(NAD 83)
 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     - 1948     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 1948 (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 = OCTOBER  6, 2006
 ME2443 ***********************************************************************
 ME2443  DESIGNATION -  LAPORTE MAGNETIC
 ME2443  PID         -  ME2443
 ME2443  STATE/COUNTY-  IN/LA PORTE
 ME2443  USGS QUAD   -  LA PORTE WEST (1969)
 ME2443
 ME2443                         *CURRENT SURVEY CONTROL
 ME2443  ___________________________________________________________________
 ME2443* NAD 83(1997)-  41 35 19.97985(N)    086 45 18.01395(W)     ADJUSTED  
 ME2443* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 ME2443  ___________________________________________________________________
 ME2443  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 ME2443  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME2443
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2443
 ME2443.The geoid height was determined by GEOID03.
 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     -   0.99996689  x   0.99997589  =   0.99994279
 ME2443!UTM  16      -   0.99996689  x   0.99960513  =   0.99957204
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2443.See file dsdata.txt to determine how the superseded data were derived.
 ME2443
 ME2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2042004161(NAD 83)
 ME2443_MARKER: V = STONE MONUMENT
 ME2443_SETTING: 0 = UNSPECIFIED SETTING
 ME2443
 ME2443  HISTORY     - Date     Condition        Report By
 ME2443  HISTORY     - 1948     MONUMENTED       CGS
 ME2443
 ME2443                          STATION DESCRIPTION
 ME2443
 ME2443'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2443'THE STATION WAS RECOVERED AND FOUND TO BE IN
 ME2443'GOOD CONDITION.  A
 ME2443'COMPLETE NEW DESCRIPTION FOLLOWS.
 ME2443'
 ME2443'THE STATION IS LOCATED 2 MILES SOUTHWEST OF LAPORTE ON THE PROPERTY
 ME2443'OF THE LAPORTE COUNTY FARM.  IT
 ME2443'IS 0.2 MILE SOUTHEAST OF STATE HIGHWAY 2, 87 FEET EAST OF A FENCE
 ME2443'LINE AND 20 FEET EAST OF THE CENTER
 ME2443'OF A FARM LANE.  THE MARK IS A 6 BY 6 INCH CUT STONE POST
 ME2443'PROJECTING 10 INCHES WITH A 3/8 INCH DRILL HOLE
 ME2443'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
 ME2443'MARK PROJECTS 2 INCHES AND THE
 ME2443'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
 ME2443'MARK PROJECTS 2 INCHES AND THE DISK 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
 ME2443'PAVED ROAD, 3 FEET SOUTHWEST OF A WHITE WITNESS POST 2 FEET NORTHEAST
 ME2443'OF A POWER LINE POLE AND 1 FOOT
 ME2443'EAST OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 ME2443'IS STAMPED MAG 1948.
 ME2443'
 ME2443'N 152 (USC AND GS) BM IS 0.2 MILE NORTH OF THE STATION.  IT IS 15
 ME2443'FEET NORTH OF THE CENTER OF STATE
 ME2443'HIGHWAY 2.  IT IS A STANDARD USC AND GS BENCH MARK DISK SET FLUSH IN
 ME2443'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
 ME2443'FOR 2.3 MILES TO THE MORE WESTERLY OF 2 DRIVES ENTERING THE COUNTY
 ME2443'FARM.  TURN LEFT AND GO ABOUT 50
 ME2443'YARDS TO A GATE, TURN RIGHT AND GO THROUGH THE GATE AND FOLLOW A
 ME2443'FARM LANE WEST AND SOUTH FOR 0.35 MILE
 ME2443'TO THE STATION ON THE LEFT AS DESCRIBED.
 ME2443'
 ME2443'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE TO THE COUNTY FARM GO
 ME2443'EAST ON HIGHWAY 2 FOR 0.15 MILE
 ME2443'TO A GRAVEL ROAD EAST.  GO EAST ON THE GRAVEL ROAD FOR 0.65 MILE TO A
 ME2443'PAVED ROAD SOUTH, TURN SOUTH ON THE
 ME2443'PAVED ROAD AD GO 1.15 MILES TO THE AZIMUTH MARK ON THE
 ME2443'LEFT AS DESCRIBED.
 ME2443'
 ME2443'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2419 ***********************************************************************
 ME2419  DESIGNATION -  LAPORTE MAPLE TERRACE TANK
 ME2419  PID         -  ME2419
 ME2419  STATE/COUNTY-  IN/LA PORTE
 ME2419  USGS QUAD   -  LA PORTE EAST (1991)
 ME2419
 ME2419                         *CURRENT SURVEY CONTROL
 ME2419  ___________________________________________________________________
 ME2419* NAD 83(1997)-  41 35 44.16615(N)    086 43 33.55045(W)     ADJUSTED  
 ME2419* NAVD 88     -                                                        
 ME2419  ___________________________________________________________________
 ME2419  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 ME2419  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME2419
 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
 ME2419.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2419
 ME2419.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2419
 ME2419  NAD 83(1994)-  41 35 44.16955(N)    086 43 33.55454(W) AD(       ) 4
 ME2419  NAD 83(1986)-  41 35 44.16891(N)    086 43 33.55505(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2419.See file dsdata.txt to determine how the superseded data were derived.
 ME2419
 ME2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2283604914(NAD 83)
 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 = OCTOBER  6, 2006
 ME2441 ***********************************************************************
 ME2441  DESIGNATION -  LAPORTE MICROWAVE KSA 44 LT
 ME2441  PID         -  ME2441
 ME2441  STATE/COUNTY-  IN/LA PORTE
 ME2441  USGS QUAD   -  MICHIGAN CITY EAST (1980)
 ME2441
 ME2441                         *CURRENT SURVEY CONTROL
 ME2441  ___________________________________________________________________
 ME2441* NAD 83(1997)-  41 39 23.33086(N)    086 45 58.13396(W)     ADJUSTED  
 ME2441* NAVD 88     -                                                        
 ME2441  ___________________________________________________________________
 ME2441  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 ME2441  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME2441
 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
 ME2441.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2441
 ME2441.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2441
 ME2441  NAD 83(1994)-  41 39 23.33432(N)    086 45 58.13769(W) AD(       ) 4
 ME2441  NAD 83(1986)-  41 39 23.33368(N)    086 45 58.13831(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2441.See file dsdata.txt to determine how the superseded data were derived.
 ME2441
 ME2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM1947111663(NAD 83)
 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 = OCTOBER  6, 2006
 ME2423 ***********************************************************************
 ME2423  DESIGNATION -  LAPORTE MUN AIRPORT BEACON
 ME2423  PID         -  ME2423
 ME2423  STATE/COUNTY-  IN/LA PORTE
 ME2423  USGS QUAD   -  LA PORTE EAST (1991)
 ME2423
 ME2423                         *CURRENT SURVEY CONTROL
 ME2423  ___________________________________________________________________
 ME2423* NAD 83(1997)-  41 34 34.59126(N)    086 43 47.69055(W)     ADJUSTED  
 ME2423* NAVD 88     -                                                        
 ME2423  ___________________________________________________________________
 ME2423  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 ME2423  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME2423
 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
 ME2423.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2423
 ME2423.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2423
 ME2423  NAD 83(1994)-  41 34 34.59468(N)    086 43 47.69494(W) AD(       ) 4
 ME2423  NAD 83(1986)-  41 34 34.59375(N)    086 43 47.69554(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2423.See file dsdata.txt to determine how the superseded data were derived.
 ME2423
 ME2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2251602768(NAD 83)
 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 = OCTOBER  6, 2006
 ME2420 ***********************************************************************
 ME2420  DESIGNATION -  LAPORTE N IND PUB SER RAD MAST
 ME2420  PID         -  ME2420
 ME2420  STATE/COUNTY-  IN/LA PORTE
 ME2420  USGS QUAD   -  LA PORTE EAST (1991)
 ME2420
 ME2420                         *CURRENT SURVEY CONTROL
 ME2420  ___________________________________________________________________
 ME2420* NAD 83(1997)-  41 37 01.19296(N)    086 43 07.40020(W)     ADJUSTED  
 ME2420* NAVD 88     -                                                        
 ME2420  ___________________________________________________________________
 ME2420  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 ME2420  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME2420
 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
 ME2420.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2420
 ME2420.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2420
 ME2420  NAD 83(1994)-  41 37 01.19632(N)    086 43 07.40399(W) AD(       ) 4
 ME2420  NAD 83(1986)-  41 37 01.19578(N)    086 43 07.40450(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2420.See file dsdata.txt to determine how the superseded data were derived.
 ME2420
 ME2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2343407292(NAD 83)
 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 = OCTOBER  6, 2006
 ME2425 ***********************************************************************
 ME2425  DESIGNATION -  LAPORTE N IND PUB SER STACK
 ME2425  PID         -  ME2425
 ME2425  STATE/COUNTY-  IN/LA PORTE
 ME2425  USGS QUAD   -  LA PORTE EAST (1991)
 ME2425
 ME2425                         *CURRENT SURVEY CONTROL
 ME2425  ___________________________________________________________________
 ME2425* NAD 83(1997)-  41 36 48.09560(N)    086 43 19.17868(W)     ADJUSTED  
 ME2425* NAVD 88     -                                                        
 ME2425  ___________________________________________________________________
 ME2425  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 ME2425  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME2425
 ME2425  HORZ ORDER  -  THIRD
 ME2425
 ME2425.The horizontal coordinates were established by classical geodetic methods
 ME2425.and adjusted by the National Geodetic Survey in May 1999..
 ME2425
 ME2425
 ME2425.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2425
 ME2425.The geoid height was determined by GEOID03.
 ME2425
 ME2425;                    North         East     Units Scale Factor Converg.
 ME2425;SPC IN W     -   706,738.646   930,116.792   MT  0.99997782   +0 14 23.9
 ME2425;SPC IN W     - 2,318,691.71  3,051,558.18   sFT  0.99997782   +0 14 23.9
 ME2425;UTM  16      - 4,606,886.785   523,162.647   MT  0.99960660   +0 11 04.6
 ME2425
 ME2425                          SUPERSEDED SURVEY CONTROL
 ME2425
 ME2425  NAD 83(1994)-  41 36 48.09910(N)    086 43 19.18250(W) AD(       ) 4
 ME2425  NAD 83(1986)-  41 36 48.09861(N)    086 43 19.18298(W) AD(       ) 4
 ME2425  NAD 27      -  41 36 47.94900(N)    086 43 19.10000(W) AD(       ) 3
 ME2425
 ME2425.Superseded values are not recommended for survey control.
 ME2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2425.See file dsdata.txt to determine how the superseded data were derived.
 ME2425
 ME2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2316306887(NAD 83)
 ME2425_MARKER: 63 = STACK
 ME2425
 ME2425  HISTORY     - Date     Condition        Report By
 ME2425  HISTORY     - 1948     FIRST OBSERVED   CGS
 ME2425  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME2425
 ME2425                          STATION DESCRIPTION
 ME2425
 ME2425'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 ME2425'STATION IS LOCATED IN THE NORTHERN SECTION OF LAPORTE.  IT IS 250
 ME2425'FEET EAST OF THE
 ME2425'INTERSECTION OF WASHINGTON STREET AND MICHIGAN AVENUE.  THE STATION
 ME2425'IS A CONCRETE STACK 10 FEET IN
 ME2425'DIAMETER WHICH IS 150 FEET HIGH.  THE POINT OBSERVED ON WAS THE
 ME2425'CENTER OF THE TOP OF THE STACK.
 ME2425'
 ME2425'THIS IS AN INTERSECTION STATION
 ME2425
 ME2425                          STATION RECOVERY (1988)
 ME2425
 ME2425'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME2425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3218 ***********************************************************************
 ME3218  DESIGNATION -  LAPPORT
 ME3218  PID         -  ME3218
 ME3218  STATE/COUNTY-  IN/LA PORTE
 ME3218  USGS QUAD   -  LA PORTE EAST (1991)
 ME3218
 ME3218                         *CURRENT SURVEY CONTROL
 ME3218  ___________________________________________________________________
 ME3218* NAD 83(1997)-  41 34 31.72827(N)    086 43 56.58414(W)     ADJUSTED  
 ME3218* NAVD 88     -       245.1    (meters)     804.     (feet)  VERTCON   
 ME3218  ___________________________________________________________________
 ME3218  X           -     272,377.653 (meters)                     COMP
 ME3218  Y           -  -4,770,808.132 (meters)                     COMP
 ME3218  Z           -   4,210,587.427 (meters)                     COMP
 ME3218  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 ME3218  ELLIP HEIGHT-         211.31  (meters)          (05/25/99) GPS OBS
 ME3218  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME3218
 ME3218  HORZ ORDER  -  THIRD
 ME3218  ELLP ORDER  -  FOURTH    CLASS I
 ME3218
 ME3218.This mark is at La Porte Airport (3LP)
 ME3218
 ME3218.The horizontal coordinates were established by GPS observations
 ME3218.and adjusted by the National Geodetic Survey in May 1999..
 ME3218
 ME3218.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3218
 ME3218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3218
 ME3218.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3218
 ME3218.The ellipsoidal height was determined by GPS observations
 ME3218.and is referenced to NAD 83.
 ME3218
 ME3218.The geoid height was determined by GEOID03.
 ME3218
 ME3218;                    North         East     Units Scale Factor Converg.
 ME3218;SPC IN W     -   702,528.064   929,267.881   MT  0.99997720   +0 13 58.4
 ME3218;SPC IN W     - 2,304,877.49  3,048,773.04   sFT  0.99997720   +0 13 58.4
 ME3218;UTM  16      - 4,602,678.587   522,309.988   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|---------------------------------------------------------------------|
 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(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)  245.2    (m)          804.     (f) GPS OBS        
 ME3218
 ME3218.Superseded values are not recommended for survey control.
 ME3218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3218.See file dsdata.txt to determine how the superseded data were derived.
 ME3218
 ME3218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2231002679(NAD 83)
 ME3218_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3218_SP_SET: CONCRETE POST
 ME3218_STAMPING: LAPPORT 1986
 ME3218_MARK LOGO: NGS   
 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 - 1988
 ME3218
 ME3218  HISTORY     - Date     Condition        Report By
 ME3218  HISTORY     - 1988     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3219 ***********************************************************************
 ME3219  DESIGNATION -  LAPPORT AZ MK
 ME3219  PID         -  ME3219
 ME3219  STATE/COUNTY-  IN/LA PORTE
 ME3219  USGS QUAD   -  LA PORTE EAST (1991)
 ME3219
 ME3219                         *CURRENT SURVEY CONTROL
 ME3219  ___________________________________________________________________
 ME3219* NAD 83(1997)-  41 34 08.60407(N)    086 44 08.75738(W)     ADJUSTED  
 ME3219* NAVD 88     -       242.7    (meters)     796.     (feet)  VERTCON   
 ME3219  ___________________________________________________________________
 ME3219  X           -     272,122.944 (meters)                     COMP
 ME3219  Y           -  -4,771,295.027 (meters)                     COMP
 ME3219  Z           -   4,210,052.078 (meters)                     COMP
 ME3219  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 ME3219  ELLIP HEIGHT-         208.88  (meters)          (05/25/99) GPS OBS
 ME3219  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME3219
 ME3219  HORZ ORDER  -  THIRD
 ME3219  ELLP ORDER  -  FOURTH    CLASS I
 ME3219
 ME3219.This mark is at La Porte Airport (3LP)
 ME3219
 ME3219.The horizontal coordinates were established by GPS observations
 ME3219.and adjusted by the National Geodetic Survey in May 1999..
 ME3219
 ME3219.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3219
 ME3219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3219
 ME3219.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3219
 ME3219.The ellipsoidal height was determined by GPS observations
 ME3219.and is referenced to NAD 83.
 ME3219
 ME3219.The geoid height was determined by GEOID03.
 ME3219
 ME3219;                    North         East     Units Scale Factor Converg.
 ME3219;SPC IN W     -   701,813.532   928,988.751   MT  0.99997700   +0 13 50.2
 ME3219;SPC IN W     - 2,302,533.23  3,047,857.26   sFT  0.99997700   +0 13 50.2
 ME3219;UTM  16      - 4,601,964.590   522,030.272   MT  0.99960597   +0 10 31.2
 ME3219
 ME3219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3219!SPC IN W     -   0.99996724  x   0.99997700  =   0.99994424
 ME3219!UTM  16      -   0.99996724  x   0.99960597  =   0.99957322
 ME3219
 ME3219:                Primary Azimuth Mark                     Grid Az
 ME3219:SPC IN W     -  LAPPORT                                  021 20 16.8
 ME3219:UTM  16      -  LAPPORT                                  021 23 35.8
 ME3219
 ME3219|---------------------------------------------------------------------|
 ME3219| PID    Reference Object                     Distance      Geod. Az  |
 ME3219|                                                           dddmmss.s |
 ME3219| ME3218 LAPPORT                             APPROX. 0.8 KM 0213407.0 |
 ME3219|---------------------------------------------------------------------|
 ME3219
 ME3219                          SUPERSEDED SURVEY CONTROL
 ME3219
 ME3219  NAD 83(1994)-  41 34 08.60789(N)    086 44 08.76342(W) AD(       ) 3
 ME3219  NAD 83(1986)-  41 34 08.60967(N)    086 44 08.76313(W) AD(       ) 3
 ME3219  NAD 27      -  41 34 08.46694(N)    086 44 08.68267(W) AD(       ) 3
 ME3219  NGVD 29 (02/23/89)  242.8    (m)          797.     (f) GPS OBS        
 ME3219
 ME3219.Superseded values are not recommended for survey control.
 ME3219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3219.See file dsdata.txt to determine how the superseded data were derived.
 ME3219
 ME3219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2203001965(NAD 83)
 ME3219_MARKER: DZ = AZIMUTH MARK DISK
 ME3219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3219_SP_SET: CONCRETE POST
 ME3219_STAMPING: LAPPORT 1988
 ME3219_MARK LOGO: NGS   
 ME3219_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3219+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1990
 ME3219
 ME3219  HISTORY     - Date     Condition        Report By
 ME3219  HISTORY     - 1988     MONUMENTED       NGS
 ME3219  HISTORY     - 19901010 GOOD             NGS
 ME3219
 ME3219                          STATION DESCRIPTION
 ME3219
 ME3219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 ME3219'THE STATION IS LOCATED ABOUT 24.1 KM (15.00 MI) SOUTHEAST OF MICHIGAN
 ME3219'CITY, 3.2 KM (2.00 MI) SOUTH OF LA PORTE AND AT THE LA PORTE
 ME3219'MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF LA PORTE, 2341 SOUTH STATE
 ME3219'HIGHWAY 39, LA PORTE, IN 46350, PHONE 219-362-7018.  AIRPORT MANAGER
 ME3219'IS BILL BEACH.
 ME3219'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 39 IN
 ME3219'THE WEST SECTION OF LA PORTE, GO SOUTH ON STATE HIGHWAY 39 FOR 3.38
 ME3219'KM (2.10 MI) TO AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO EAST
 ME3219'FOR 0.16 KM (0.10 MI) TO AIRPORT OFFICE.  FROM THE SOUTHWEST CORNER
 ME3219'OF OFFICE, GO NORTHEAST ACROSS APRON FOR 0.7 KM (0.45 MI) TO A
 ME3219'TAXIWAY.  BEAR RIGHT ONTO TAXIWAY AND GO EASTERLY FOR 0.14 KM
 ME3219'(0.10 MI) TO RUNWAY.  TURN RIGHT AND GO SOUTHERLY ALONG THE RUNWAY FOR
 ME3219'0.29 KM (0.20 MI) TO AN AIRPLANE TURNAROUND AND THE STATION ON THE
 ME3219'LEFT.
 ME3219'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---LAPPORT
 ME3219'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 ME3219'FLUSH WITH THE GROUND.  LOCATED 13.4 M (44.0 FT) EAST FROM THE CENTER
 ME3219'OF RUNWAY 2 6.7 M (22.0 FT) SOUTH-SOUTHEAST FROM THE SOUTH EDGE OF
 ME3219'TURNAROUND AND 0.91 M (3.0 FT) EAST FROM A WHITE RUNWAY MARKER LIGHT
 ME3219'AND A FIBERGLASS WITNESS POST.  WHEN VISITING THIS STATION IT WAS
 ME3219'FOUND THAT THE DISK HAD BEEN KNOCKED OUT OF CONCRETE POST.  A NEW
 ME3219'DISK WAS SET IN EXISTING CONCRETE POST WITH NEW DATE.
 ME3219'GPS SURVEY, FAA AIRPORTS, INDIANA.
 ME3219'DESCRIBED BY D.L. ADAMS.
 ME3219
 ME3219                          STATION RECOVERY (1990)
 ME3219
 ME3219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 ME3219'THE STATON IS LOCATED ABOUT 24.1 KM (15.0 MI) SOUTHEAST OF MICHIGAN
 ME3219'CITY, 3.2 KM (2.0 MI) SOUTH OF LA PORTE, AT THE LA PORTE MUNICIPAL
 ME3219'AIRPORT AND ON THE SOUTH SIDE OF A TURN-AROUND OF RUNWAY 2.
 ME3219'OWNERSHIP--CITY OF LA PORTE, 2341 SOUTH STATE HIGHWAY 39, LA PORTE,
 ME3219'IN 46350, PHONE 219-362-1577.  AIRPORT MANAGER IS WALTER LEDGERWOOD,
 ME3219'PHONE 219-362-7018.
 ME3219'TO REACH THE STATION FROM THE JUNCTON OF STATE HIGHWAYS 2 AND 39, ON
 ME3219'THE WEST SIDE OF LA PORTE, GO SOUTH ON STATE HIGHWAY 39 FOR 3.38 KM
 ME3219'(2.10 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT, EAST,
 ME3219'ON THE ENTRANCE ROAD FOR 0.16 KM (0.10 MI) TO THE AIRPORT OFFICE ON
 ME3219'THE LEFT, GO NORTHEASTERLY ACROSS THE APRON TO THE TAXIWAY, BEAR
 ME3219'RIGHT, EASTERLY, ONTO THE TAXIWAY TO THE JUNCTION OF THE RUNWAY, TURN
 ME3219'RIGHT, SOUTH, ONTO THE RUNWAY FOR 0.32 KM (0.20 MI) TO A TURN-AROUND
 ME3219'AND THE STATION ON THE LEFT, ON THE SOUTH SIDE OF THE TURN-AROUND AND
 ME3219'ON THE EAST SIDE OF A RUNWAY LIGHT.
 ME3219'THE STATON IS ABOUT FLUSH WITH THE GROUND LOCATED 13.4 M (44.0 FT)
 ME3219'EAST OF THE CENTER OF THE RUNWAY, 10.5 M (34.4 FT) SOUTHWEST OF THE
 ME3219'SOUTHEAST CORNER OF THE TURN-AROUND, 6.7 M (22.0 FT) SOUTH OF THE
 ME3219'SOUTH EDGE OF THE TURN-AROUND, 0.01 M (0.03 FT) EAST OF A RUNWAY
 ME3219'LIGHT AND 0.92 M (3.02 FT) EAST OF A FIBERGLASS WITNESS POST.
 ME3219'NOTE--THE STATION WAS ORIGINALLY SET IN 1986, WHEN VISITED IN 1988 THE
 ME3219'DISK WAS FOUND KNOCKED OUT OF THE CONCRETE POST, A NEW DISK WAS SET
 ME3219'IN THE ORIGINAL CONCRETE POST AND STAMPED 1988, THE CONCRETE POST IS
 ME3219'CHIPPED BUT APPEARS TO BE STABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2119 ***********************************************************************
 LA2119  DESIGNATION -  LARUE
 LA2119  PID         -  LA2119
 LA2119  STATE/COUNTY-  IN/GRANT
 LA2119  USGS QUAD   -  FAIRMOUNT (1994)
 LA2119
 LA2119                         *CURRENT SURVEY CONTROL
 LA2119  ___________________________________________________________________
 LA2119* NAD 83(1997)-  40 26 14.91944(N)    085 38 32.96077(W)     ADJUSTED  
 LA2119* NAVD 88     -       263.     (meters)     863.     (feet)  SCALED    
 LA2119  ___________________________________________________________________
 LA2119  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 LA2119  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 LA2119
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2119
 LA2119.The geoid height was determined by GEOID03.
 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  =   0.99993085
 LA2119!UTM  16      -   0.99996413  x   0.99976318  =   0.99972732
 LA2119
 LA2119:                Primary Azimuth Mark                     Grid Az
 LA2119:SPC IN E     -  MARION VETERANS HOSPITAL STACK           004 43 50.8
 LA2119:UTM  16      -  MARION VETERANS HOSPITAL STACK           003 51 57.1
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2119.See file dsdata.txt to determine how the superseded data were derived.
 LA2119
 LA2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1513677200(NAD 83)
 LA2119_MARKER: DS = TRIANGULATION STATION DISK
 LA2119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2119_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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             BUTLER
 LA2119
 LA2119                          STATION DESCRIPTION
 LA2119
 LA2119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LA2119'ABOUT 1.5 MILES NORTH
 LA2119'OF THE TOWN OF
 LA2119'FAIRMOUNT ON THE NORTH SIDE OF A GRAVEL ROAD, ON
 LA2119'LAND OWNED BY PAUL LARUE AND
 LA2119'FARMED BY LEO SMITH (WHO LIVES ABOUT
 LA2119'0.35 MILE NORTH OF THE STATION), IN THE
 LA2119'SOUTHERN PART OF A SMALL
 LA2119'PASTURE, 31-1/2 FEET NORTH OF THE CENTER LINE OF THE
 LA2119'GRAVEL ROAD,
 LA2119'91 FEET EAST-NORTHEAST OF SOUTHWEST CORNER POST OF THE PASTURE,
 LA2119'16-1/2 FEET NORTH
 LA2119'OF FENCE LINE, 28-1/2 FEET EAST-NORTHEAST OF 20-INCH
 LA2119'OAK TREE, ABOUT 0.1 MILE EAST OF THE
 LA2119'CROSSROADS, ABOUT 0.1
 LA2119'MILE SOUTHEAST OF A BRICK HOUSE, ABOUT 0.2 MILE WEST OF
 LA2119'THE BIG FOUR
 LA2119'RAILROAD TRACKS, AND IS 12 INCHES BELOW THE SURFACE.
 LA2119'
 LA2119'TO REACH FROM THE FAIRMOUNT POST OFFICE, GO NORTH ON EAST
 LA2119'MAIN STREET FOR
 LA2119'1.5 MILES TO A GRAVEL CROSS ROAD, THENCE EAST FOR
 LA2119'0.1 MILE TO THE STATION SITE.
 LA2119'
 LA2119'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LA2119'BRONZE DISKS SET IN CONCRETE.
 LA2119'
 LA2119'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION, 0.8
 LA2119'FOOT SOUTH OF THE
 LA2119'EAST-WEST FENCE LINE, 18 FEET SOUTH OF THE CENTER
 LA2119'LINE OF THE ROAD, AND PROJECTS 9
 LA2119'INCHES.  REFERENCE MARK NO. 2 IS
 LA2119'WEST-SOUTHWEST OF THE STATION, 0.5 FOOT SOUTH OF
 LA2119'FENCE LINE, 16 FEET
 LA2119'SOUTH OF THE CENTER LINE OF THE ROAD, 26 FEET WEST OF FENCE CORNER,
 LA2119'AND PROJECTS 7 INCHES.
 LA2119'
 LA2119'AZIMUTH MARK IS EAST OF THE STATION, 43.5 FEET WEST OF THE
 LA2119'WEST RAIL OF THE
 LA2119'BIG FOUR RAILROAD, 3 FEET WEST OF RAILROAD RIGHT-OF-WAY,
 LA2119'65 FEET SOUTH OF CENTER LINE OF
 LA2119'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
 LA2119'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
 LA2119'ON THE DIRECTION AND DISTANCE TO THE AZIMUTH MARK.  THE LAND IS NOW
 LA2119'OWNED BY MR. J. RUSSELL GADDIS.
 LA2119'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE AND
 LA2119'CORRECT.
 LA2119'
 LA2119'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 34 METERS.
 LA2119
 LA2119                          STATION RECOVERY (2004)
 LA2119
 LA2119'RECOVERY NOTE BY BUTLER FAIRMAN AND 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 = OCTOBER  6, 2006
 MD0989 ***********************************************************************
 MD0989  DESIGNATION -  LARWELL AZ MK
 MD0989  PID         -  MD0989
 MD0989  STATE/COUNTY-  IN/WHITLEY
 MD0989  USGS QUAD   -  PIERCETON (1994)
 MD0989
 MD0989                         *CURRENT SURVEY CONTROL
 MD0989  ___________________________________________________________________
 MD0989* NAD 83(1986)-  41 10 57.     (N)    085 37 32.     (W)     SCALED    
 MD0989* NAVD 88     -       296.360  (meters)     972.31   (feet)  ADJUSTED  
 MD0989  ___________________________________________________________________
 MD0989  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 MD0989  DYNAMIC HT  -         296.238 (meters)     971.91  (feet)  COMP
 MD0989  MODELED GRAV-     980,204.8   (mgal)                       NAVD 88
 MD0989
 MD0989  VERT ORDER  -  FIRST     CLASS I
 MD0989
 MD0989.The horizontal coordinates were scaled from a topographic map and have
 MD0989.an estimated accuracy of +/- 6 seconds.
 MD0989
 MD0989.The orthometric height was determined by differential leveling
 MD0989.and adjusted by the National Geodetic Survey in June 1991..
 MD0989
 MD0989.The geoid height was determined by GEOID03.
 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     -   658,830.      103,450.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0989.See file dsdata.txt to determine how the superseded data were derived.
 MD0989
 MD0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL152599(NAD 83)
 MD0989_MARKER: DZ = AZIMUTH MARK DISK
 MD0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0989_SP_SET: CONCRETE POST
 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             NGS
 MD0989  HISTORY     - 19921007 GOOD             NGS
 MD0989
 MD0989                          STATION DESCRIPTION
 MD0989
 MD0989'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0991 ***********************************************************************
 MD0991  DESIGNATION -  LARWELL RESET
 MD0991  PID         -  MD0991
 MD0991  STATE/COUNTY-  IN/WHITLEY
 MD0991  USGS QUAD   -  LORANE (1965)
 MD0991
 MD0991                         *CURRENT SURVEY CONTROL
 MD0991  ___________________________________________________________________
 MD0991* NAD 83(1997)-  41 11 07.20970(N)    085 37 26.33471(W)     ADJUSTED  
 MD0991* NAVD 88     -       299.187  (meters)     981.58   (feet)  ADJUSTED  
 MD0991  ___________________________________________________________________
 MD0991  LAPLACE CORR-           4.70  (seconds)                    DEFLEC99
 MD0991  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 MD0991  DYNAMIC HT  -         299.064 (meters)     981.18  (feet)  COMP
 MD0991  MODELED GRAV-     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
 MD0991.and adjusted by the National Geodetic Survey in June 1991..
 MD0991
 MD0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0991
 MD0991.The geoid height was determined by GEOID03.
 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;                    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     -   0.99995828  x   0.99996682  =   0.99992510
 MD0991!UTM  16      -   0.99995828  x   0.99976390  =   0.99972219
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0991.See file dsdata.txt to determine how the superseded data were derived.
 MD0991
 MD0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1540260244(NAD 83)
 MD0991_MARKER: DS = TRIANGULATION STATION DISK
 MD0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0991_SP_SET: CONCRETE POST
 MD0991_STAMPING: LARWELL 1946 1961
 MD0991_MARK LOGO: CGS   
 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     SEE DESCRIPTION  CGS
 MD0991  HISTORY     - 1956     SEE DESCRIPTION  USGS
 MD0991  HISTORY     - 1961     SEE DESCRIPTION  CGS
 MD0991  HISTORY     - 1968     SEE DESCRIPTION  CGS
 MD0991  HISTORY     - 1968     GOOD             NGS
 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.
 MD0991'5.  IT IS ON THE TOP OF A BALD HILL WHICH IS THE HIGHEST IN THE
 MD0991'VICINITY.  THE MARK PROJECTS 6 INCHES AND
 MD0991'THE DISK IS STAMPED LARWELL 1946.
 MD0991'
 MD0991'REFERENCE MARK NO. 1 IS 75.58 FEET NORTHWEST OF THE STATION.  THE
 MD0991'MARK PROJECTS 6 INCHES AND THE DISK
 MD0991'IS STAMPED LARWELL NO 1 1946.
 MD0991'
 MD0991'REFERENCE MARK NO. 2 IS 87.52 FEET SOUTHWEST OF THE STATION.  THE
 MD0991'MARK PROJECTS 6 INCHES AND THE DISK
 MD0991'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
 MD0991'NO. 5 AND 2 FEET NORTHWEST OF A FENCE CORNER.  THE MARK PROJECTS
 MD0991'8 INCHES AND THE DISK IS STAMPED
 MD0991'LARWELL 1946.
 MD0991'
 MD0991'TO REACH THE STATION FROM LARWELL, GO NORTH ON STATE HIGHWAY 5 FOR
 MD0991'0.4 MILE TO HIGH HILL AND A
 MD0991'WOODEN GATE ON THE RIGHT, LEADING TO A PASTURE.  GO THROUGH GATE AND
 MD0991'CONTINUE FOR 250 FEET TO TOP OF HILL
 MD0991'AND 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
 MD0991'FOR 0.2 MILE TO A FARM HOUSE AND THE 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
 MD0991'IN 1946 AND ALL
 MD0991'MARKS WERE FOUND IN GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE
 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
 MD0991'UPROOTED.  NOS. 1 AND 2 WERE RESET AS NOS. 3 AND 4 R.M.S.  SURFACE
 MD0991'STATION MARK, PLOW SCARRED AND
 MD0991'0.013 METER OR 0.043 FEET SE OF SUBSURFACE, WAS PRESUMED DISTURBED.
 MD0991'SUBSURFACE MARK POSITION HELD FIXED AND BOTH
 MD0991'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
 MD0991'OF NO. 5 INDIANA HWY., 15 YARDS SW OF HIGHEST POINT OF THE HILL, 16
 MD0991'FEET WNW OF 12-INCH MAPLE, 11 FEET N OF
 MD0991'THE LINE OF THREE MAPLES, BOTH DISKS ARE STAMPED LARWELL
 MD0991'1946 1961 WITH THE UPPER MARK SET 1.5 FEET BELOW THE
 MD0991'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
 MD0991'SE IN AZIMUTH 319 DEG 10 MIN 16 SEC FROM THE STATION, ON PROPERTY
 MD0991'LINE, 80-1/2 FEET W OF PROPERTY CORNER, 129.27
 MD0991'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
 MD0991'44 DEG 31 MIN 38 SEC FROM THE STATION, ON E-W PROPERTY LINE, 308 FEET
 MD0991'E OF CENTER LINE OF NO. 5 INDIANA HWY., AND 1.9
 MD0991'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
 MD0991'DEG 12 MIN 45 SEC FROM THE STATION, AN ESTIMATED 150 YARDS N OF
 MD0991'INTERSECTION OF NO.  30 U.S. AND NO. 5 INDIANA
 MD0991'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
 MD0991'PROJECTED PLANE OF S WALL OF ONE-STORY FRAME HOUSE
 MD0991'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
 MD0991'ALL RECOVERED AND
 MD0991'IN GOOD CONDITION.
 MD0991'
 MD0991'THE STATION IS AT LARWILL, (ERRONEOUSLY CALLED LARWELL IN QUAD 410853
 MD0991'RCB 1946) ABOUT
 MD0991'0.3 MILE NORTH ALONG STATE HIGHWAY 5 FROM THE INTERSECTION
 MD0991'OF U.S. HIGHWAY 30, ABOUT 125
 MD0991'YARDS EAST OF THE CENTER
 MD0991'LINE OF THE HIGHWAY, ON TOP AND NEAR THE
 MD0991'SOUTHWEST EDGE OF THE HIGHEST
 MD0991'POINT OF A KNOLL, ABOUT 50 YARDS WEST OF THE SOUTHWEST
 MD0991'CORNER OF A
 MD0991'SMALL STAND OF TIMBER, 16 FEET NORTHWEST OF A 14-INCH MAPLE TREE
 MD0991'(THE THIRD MAPLE
 MD0991'TREE WEST OF THE WEST END OF A ROW OF TREES), 11
 MD0991'FEET NORTH OF A ROW OF TREES, 2
 MD0991'FEET BELOW THE TOP OF THE KNOLL AND
 MD0991'SET IN THE TOP OF A CONCRETE POST 1-1/2 FEET BELOW
 MD0991'THE LEVEL OF THE
 MD0991'GROUND.  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
 MD0991'SOUTHWEST OF A 14-INCH MAPLE TREE, 2.7 FEET WEST
 MD0991'OF A METAL WITNESS POST, SET IN THE
 MD0991'TOP OF A CONCRETE POST 2 INCHES
 MD0991'UNDERGROUND.  THE DISK IS STAMPED LARWELL NO 3 1946
 MD0991'1961.
 MD0991'
 MD0991'RM 4 IS 98.5 FEET SOUTHWEST OF THE STATION MARK DESCRIBED, 310 FEET
 MD0991'EAST OF THE CENTER
 MD0991'LINE OF THE HIGHWAY, 60-1/2 FEET SOUTHEAST OF A 14-
 MD0991'INCH ELM TREE (THE WEST ONE OF A ROW
 MD0991'OF MAPLE TREES), 24-1/2 FEET NORTH
 MD0991'OF THE EXTENDED LINE OF THE NORTH END OF A ONE STORY
 MD0991'FRAME HOUSE,
 MD0991'1.8 FEET EAST OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE
 MD0991'POST 2 INCHES
 MD0991'UNDERGROUND.  THE DISK IS STAMPED LARWELL NO 4 1946 1961.
 MD0991'
 MD0991'THE AZIMUTH MARK IS ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 5 FROM
 MD0991'THE STATION, AT
 MD0991'THE JUNCTION OF A DRIVEWAY LEADING EAST TO A WHITE
 MD0991'FRAME HOUSE, 19 FEET EAST OF THE
 MD0991'CENTER LINE OF THE HIGHWAY, 13 FEET
 MD0991'SOUTH OF THE CENTER LINE OF THE DRIVEWAY, 2 FEET
 MD0991'SOUTH OF THE WEST
 MD0991'ONE OF 4 ROUND CEDAR TREES, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY
 MD0991'AND SET IN THE
 MD0991'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 MD0991'THE LEVEL OF THE GROUND.  THE
 MD0991'DISK IS STAMPED LARWELL 1946.
 MD0991
 MD0991                          STATION RECOVERY (1968)
 MD0991
 MD0991'RECOVERY NOTE BY NATIONAL 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 = OCTOBER  6, 2006
 MD0992 ***********************************************************************
 MD0992  DESIGNATION -  LARWELL RM 3
 MD0992  PID         -  MD0992
 MD0992  STATE/COUNTY-  IN/WHITLEY
 MD0992  USGS QUAD   -  LORANE (1965)
 MD0992
 MD0992                         *CURRENT SURVEY CONTROL
 MD0992  ___________________________________________________________________
 MD0992* NAD 83(1986)-  41 11 08.     (N)    085 37 26.     (W)     SCALED    
 MD0992* NAVD 88     -       298.760  (meters)     980.18   (feet)  ADJUSTED  
 MD0992  ___________________________________________________________________
 MD0992  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 MD0992  DYNAMIC HT  -         298.637 (meters)     979.78  (feet)  COMP
 MD0992  MODELED GRAV-     980,205.4   (mgal)                       NAVD 88
 MD0992
 MD0992  VERT ORDER  -  FIRST     CLASS I
 MD0992
 MD0992.The horizontal coordinates were scaled from a topographic map and have
 MD0992.an estimated accuracy of +/- 6 seconds.
 MD0992
 MD0992.The orthometric height was determined by differential leveling
 MD0992.and adjusted by the National Geodetic Survey in June 1991..
 MD0992
 MD0992.The geoid height was determined by GEOID03.
 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     -   659,170.      103,590.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0992.See file dsdata.txt to determine how the superseded data were derived.
 MD0992
 MD0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL154602(NAD 83)
 MD0992_MARKER: DR = REFERENCE MARK DISK
 MD0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0992_SP_SET: CONCRETE POST
 MD0992_STAMPING: LARWELL NO 3 1946 1961
 MD0992_MARK LOGO: CGS   
 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             NGS
 MD0992  HISTORY     - 1990     GOOD             USPSQD
 MD0992  HISTORY     - 19921007 GOOD             NGS
 MD0992
 MD0992                          STATION DESCRIPTION
 MD0992
 MD0992'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0990 ***********************************************************************
 MD0990  DESIGNATION -  LARWELL RM 4
 MD0990  PID         -  MD0990
 MD0990  STATE/COUNTY-  IN/WHITLEY
 MD0990  USGS QUAD   -  LORANE (1965)
 MD0990
 MD0990                         *CURRENT SURVEY CONTROL
 MD0990  ___________________________________________________________________
 MD0990* NAD 83(1986)-  41 11 08.     (N)    085 37 26.     (W)     SCALED    
 MD0990* NAVD 88     -       298.805  (meters)     980.33   (feet)  ADJUSTED  
 MD0990  ___________________________________________________________________
 MD0990  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 MD0990  DYNAMIC HT  -         298.683 (meters)     979.93  (feet)  COMP
 MD0990  MODELED GRAV-     980,205.4   (mgal)                       NAVD 88
 MD0990
 MD0990  VERT ORDER  -  FIRST     CLASS I
 MD0990
 MD0990.The horizontal coordinates were scaled from a topographic map and have
 MD0990.an estimated accuracy of +/- 6 seconds.
 MD0990
 MD0990.The orthometric height was determined by differential leveling
 MD0990.and adjusted by the National Geodetic Survey in June 1991..
 MD0990
 MD0990.The geoid height was determined by GEOID03.
 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     -   659,170.      103,590.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0990.See file dsdata.txt to determine how the superseded data were derived.
 MD0990
 MD0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL154602(NAD 83)
 MD0990_MARKER: DR = REFERENCE MARK DISK
 MD0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0990_SP_SET: CONCRETE POST
 MD0990_STAMPING: LARWELL NO 4 1946 1961
 MD0990_MARK LOGO: CGS   
 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             NGS
 MD0990  HISTORY     - 19921007 GOOD             NGS
 MD0990
 MD0990                          STATION DESCRIPTION
 MD0990
 MD0990'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1781 ***********************************************************************
 KA1781  DESIGNATION -  LATHAM
 KA1781  PID         -  KA1781
 KA1781  STATE/COUNTY-  IN/CLAY
 KA1781  USGS QUAD   -  CENTER POINT (1986)
 KA1781
 KA1781                         *CURRENT SURVEY CONTROL
 KA1781  ___________________________________________________________________
 KA1781* NAD 83(1997)-  39 26 27.33203(N)    087 00 48.89697(W)     ADJUSTED  
 KA1781* NAVD 88     -       217.     (meters)     712.     (feet)  SCALED    
 KA1781  ___________________________________________________________________
 KA1781  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 KA1781  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KA1781
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1781
 KA1781.The geoid height was determined by GEOID03.
 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     -   0.99997113  x   0.99996711  =   0.99993825
 KA1781!UTM  16      -   0.99997113  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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1781.See file dsdata.txt to determine how the superseded data were derived.
 KA1781
 KA1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9883165709(NAD 83)
 KA1781_MARKER: DS = TRIANGULATION STATION DISK
 KA1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2537 ***********************************************************************
 ME2537  DESIGNATION -  LAURA
 ME2537  PID         -  ME2537
 ME2537  STATE/COUNTY-  IN/JASPER
 ME2537  USGS QUAD   -  WHEATFIELD (1992)
 ME2537
 ME2537                         *CURRENT SURVEY CONTROL
 ME2537  ___________________________________________________________________
 ME2537* NAD 83(1997)-  41 08 30.95127(N)    087 02 46.54661(W)     ADJUSTED  
 ME2537* NAVD 88     -       222.     (meters)     728.     (feet)  SCALED    
 ME2537  ___________________________________________________________________
 ME2537  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 ME2537  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME2537
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2537
 ME2537.The geoid height was determined by GEOID03.
 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  =   0.99957068
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2537.See file dsdata.txt to determine how the superseded data were derived.
 ME2537
 ME2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9611854514(NAD 83)
 ME2537_MARKER: DS = TRIANGULATION STATION DISK
 ME2537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2537
 ME2537  HISTORY     - Date     Condition        Report By
 ME2537  HISTORY     - 1952     MONUMENTED       CGS
 ME2537  HISTORY     - 1968     GOOD             CGS
 ME2537  HISTORY     - 19891021 GOOD             USPSQD
 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
 ME2537'4 MILES SOUTH OF WHEATFIELD.  IT IS ABOUT 110 FEET WEST OF THE
 ME2537'HIGHWAY, 70 FEET WEST OF A POWER
 ME2537'POLE, 32 FEET NORTH OF A 12 INCH OAK TREE WITH A TRIANGLE BLAZE
 ME2537'ON THE NORTH SIDE AND 5 FEET NORTHWEST OF
 ME2537'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
 ME2537'ABOUT 6 INCHES AND THE DISK IS STAMPED LAURA 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
 ME2537'THE DISK IS STAMPED LAURA NO 2 1952.
 ME2537'
 ME2537'AZIMUTH MARK IS 31 FEET EAST OF THE CENTER OF STATE HIGHWAY 49, 3
 ME2537'FEET SOUTH OF A WHITE WITNESS
 ME2537'POST AND 2 FEET SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 6 INCHES
 ME2537'AND THE DISK IS STAMPED LAURA
 ME2537'1952.
 ME2537'
 ME2537'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 49,
 ME2537'WHICH IS ABOUT 1/2 MILE
 ME2537'SOUTHEAST OF WHEATFIELD, GO SOUTH ON HIGHWAY 49 FOR 2.75 MILES TO THE
 ME2537'AZIMUTH MARK ON THE LEFT AS
 ME2537'DESCRIBED.  CONTINUE SOUTH ON HIGHWAY FOR 0.15 MILE TO A GRAVEL
 ME2537'CROSSROAD, CONTINUE SOUTH FOR 0.1 MILE
 ME2537'TO THE TOP OF A SLIGHT GRADE AND THE STATION ON
 ME2537'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.
 ME2537'THE TREES
 ME2537'MENTIONED IN THE REFERENCE MEASUREMENTS HAVE BEEN CUT.  THE
 ME2537'AZIMUTH MARK COULD NOT BE
 ME2537'FOUND AND IS ASSUMED DESTROYED.  THE DESCRIPTION
 ME2537'TO THE STATION IS GOOD WITH THE BELOW
 ME2537'INFORMATION.
 ME2537'
 ME2537'THE STATION MARK IS 74 FEET WEST OF THE WEST EDGE OF THE HIGHWAY
 ME2537'CUT, 66 FEET WEST
 ME2537'OF A TELEPHONE POLE, 21 FEET NORTHWEST OF A 12 INCH
 ME2537'OAK TREE, 16 FEET NORTH OF A 12 INCH
 ME2537'OAK TREE AND FLUSH WITH THE
 ME2537'GROUND.  A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE
 ME2537'STATION MARK.
 ME2537'
 ME2537'REFERENCE MARK 1 IS 19 FEET NORTH OF A 14 INCH OAK TREE, 5 FEET
 ME2537'WEST OF A 12 INCH
 ME2537'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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2422 ***********************************************************************
 LB2422  DESIGNATION -  LAURENCE
 LB2422  PID         -  LB2422
 LB2422  STATE/COUNTY-  IN/CASS
 LB2422  USGS QUAD   -  LOGANSPORT (1987)
 LB2422
 LB2422                         *CURRENT SURVEY CONTROL
 LB2422  ___________________________________________________________________
 LB2422* NAD 83(1997)-  40 46 07.21244(N)    086 21 27.60768(W)     ADJUSTED  
 LB2422* NAVD 88     -       195.68   (+/-2cm)     642.0    (feet)  VERTCON   
 LB2422  ___________________________________________________________________
 LB2422  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 LB2422  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 LB2422
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2422
 LB2422.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2422
 LB2422.The geoid height was determined by GEOID03.
 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     -   0.99997465  x   1.00000854  =   0.99998319
 LB2422!SPC IN W     -   0.99997465  x   1.00001285  =   0.99998750
 LB2422!UTM  16      -   0.99997465  x   0.99963617  =   0.99961083
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  195.80   (m)          642.4    (f) LEVELING    3  
 LB2422
 LB2422.Superseded values are not recommended for survey control.
 LB2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2422.See file dsdata.txt to determine how the superseded data were derived.
 LB2422
 LB2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5421013276(NAD 83)
 LB2422_MARKER: DS = TRIANGULATION STATION DISK
 LB2422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2399 ***********************************************************************
 LB2399  DESIGNATION -  LAURRA
 LB2399  PID         -  LB2399
 LB2399  STATE/COUNTY-  IN/CASS
 LB2399  USGS QUAD   -  ANOKA (1980)
 LB2399
 LB2399                         *CURRENT SURVEY CONTROL
 LB2399  ___________________________________________________________________
 LB2399* NAD 83(1997)-  40 43 52.05816(N)    086 17 54.41032(W)     ADJUSTED  
 LB2399* NAVD 88     -       206.32   (+/-2cm)     676.9    (feet)  VERTCON   
 LB2399  ___________________________________________________________________
 LB2399  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 LB2399  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 LB2399
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2399
 LB2399.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2399
 LB2399.The geoid height was determined by GEOID03.
 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     -   0.99997299  x   1.00000171  =   0.99997470
 LB2399!SPC IN W     -   0.99997299  x   1.00002075  =   0.99999374
 LB2399!UTM  16      -   0.99997299  x   0.99964320  =   0.99961620
 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  NGVD 29 (07/19/86)  206.44   (m)          677.3    (f) LEVELING    3  
 LB2399
 LB2399.Superseded values are not recommended for survey control.
 LB2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2399.See file dsdata.txt to determine how the superseded data were derived.
 LB2399
 LB2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5924109147(NAD 83)
 LB2399_MARKER: DS = TRIANGULATION STATION DISK
 LB2399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2418 ***********************************************************************
 LB2418  DESIGNATION -  LAWN
 LB2418  PID         -  LB2418
 LB2418  STATE/COUNTY-  IN/CASS
 LB2418  USGS QUAD   -  LOGANSPORT (1987)
 LB2418
 LB2418                         *CURRENT SURVEY CONTROL
 LB2418  ___________________________________________________________________
 LB2418* NAD 83(1997)-  40 47 16.48796(N)    086 21 08.47026(W)     ADJUSTED  
 LB2418* NAVD 88     -       212.48   (+/-2cm)     697.1    (feet)  VERTCON   
 LB2418  ___________________________________________________________________
 LB2418  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 LB2418  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 LB2418
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2418
 LB2418.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2418
 LB2418.The geoid height was determined by GEOID03.
 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     -   0.99997201  x   1.00000788  =   0.99997989
 LB2418!SPC IN W     -   0.99997201  x   1.00001350  =   0.99998551
 LB2418!UTM  16      -   0.99997201  x   0.99963675  =   0.99960877
 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  NGVD 29 (07/19/86)  212.59   (m)          697.5    (f) LEVELING    3  
 LB2418
 LB2418.Superseded values are not recommended for survey control.
 LB2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2418.See file dsdata.txt to determine how the superseded data were derived.
 LB2418
 LB2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5464315416(NAD 83)
 LB2418_MARKER: DS = TRIANGULATION STATION DISK
 LB2418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ0585 ***********************************************************************
 JZ0585  DESIGNATION -  LAWRENCEBURG
 JZ0585  PID         -  JZ0585
 JZ0585  STATE/COUNTY-  IN/DEARBORN
 JZ0585  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ0585
 JZ0585                         *CURRENT SURVEY CONTROL
 JZ0585  ___________________________________________________________________
 JZ0585* NAD 83(1986)-  39 05 36.     (N)    084 50 55.     (W)     SCALED    
 JZ0585* NAVD 88     -       146.895  (meters)     481.94   (feet)  ADJUSTED  
 JZ0585  ___________________________________________________________________
 JZ0585  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JZ0585  DYNAMIC HT  -         146.804 (meters)     481.64  (feet)  COMP
 JZ0585  MODELED GRAV-     980,002.4   (mgal)                       NAVD 88
 JZ0585
 JZ0585  VERT ORDER  -  FIRST     CLASS II
 JZ0585
 JZ0585.The horizontal coordinates were scaled from a topographic map and have
 JZ0585.an estimated accuracy of +/- 6 seconds.
 JZ0585
 JZ0585.The orthometric height was determined by differential leveling
 JZ0585.and adjusted by the National Geodetic Survey in June 1991..
 JZ0585.WARNING-Repeat measurements at this control monument indicate possible
 JZ0585.vertical movement.
 JZ0585
 JZ0585.The geoid height was determined by GEOID03.
 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     -   427,180.      170,770.      MT  (+/- 180 meters Scaled)
 JZ0585
 JZ0585                          SUPERSEDED SURVEY CONTROL
 JZ0585
 JZ0585  NGVD 29 (06/03/91)  147.104  (m)          482.62   (f) ADJUSTED    1 2
 JZ0585
 JZ0585.Superseded values are not recommended for survey control.
 JZ0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0585.See file dsdata.txt to determine how the superseded data were derived.
 JZ0585
 JZ0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ860293(NAD 83)
 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 - June 01, 2006
 JZ0585
 JZ0585  HISTORY     - Date     Condition        Report By
 JZ0585  HISTORY     - 1938     MONUMENTED       CGS
 JZ0585  HISTORY     - 1947     GOOD             NGS
 JZ0585  HISTORY     - 1986     GOOD             NGS
 JZ0585  HISTORY     - 20060601 GOOD             GEOCAC
 JZ0585
 JZ0585                          STATION DESCRIPTION
 JZ0585
 JZ0585'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2570 ***********************************************************************
 LB2570  DESIGNATION -  LAWSON
 LB2570  PID         -  LB2570
 LB2570  STATE/COUNTY-  IN/MONTGOMERY
 LB2570  USGS QUAD   -  DARLINGTON (1980)
 LB2570
 LB2570                         *CURRENT SURVEY CONTROL
 LB2570  ___________________________________________________________________
 LB2570* NAD 83(1997)-  40 04 34.03110(N)    086 46 12.84373(W)     ADJUSTED  
 LB2570* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 LB2570  ___________________________________________________________________
 LB2570  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 LB2570  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 LB2570
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2570
 LB2570.The geoid height was determined by GEOID03.
 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     -  COLFAX MUNICIPAL TANK                    033 56 05.7
 LB2570:UTM  16      -  COLFAX MUNICIPAL TANK                    033 59 18.9
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2570.See file dsdata.txt to determine how the superseded data were derived.
 LB2570
 LB2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1959136231(NAD 83)
 LB2570_MARKER: DS = TRIANGULATION STATION DISK
 LB2570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2227 ***********************************************************************
 LB2227  DESIGNATION -  LEAS
 LB2227  PID         -  LB2227
 LB2227  STATE/COUNTY-  IN/FOUNTAIN
 LB2227  USGS QUAD   -  STONE BLUFF (1967)
 LB2227
 LB2227                         *CURRENT SURVEY CONTROL
 LB2227  ___________________________________________________________________
 LB2227* NAD 83(1997)-  40 09 22.60899(N)    087 17 26.16417(W)     ADJUSTED  
 LB2227* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 LB2227  ___________________________________________________________________
 LB2227  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 LB2227  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 LB2227
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2227
 LB2227.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2227.See file dsdata.txt to determine how the superseded data were derived.
 LB2227
 LB2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK7525145144(NAD 83)
 LB2227_MARKER: DS = TRIANGULATION STATION DISK
 LB2227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2227_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA0502 ***********************************************************************
 JA0502  DESIGNATION -  LEAVENWORTH
 JA0502  PID         -  JA0502
 JA0502  STATE/COUNTY-  IN/CRAWFORD
 JA0502  USGS QUAD   -  LEAVENWORTH (1980)
 JA0502
 JA0502                         *CURRENT SURVEY CONTROL
 JA0502  ___________________________________________________________________
 JA0502* NAD 83(1997)-  38 11 44.99327(N)    086 20 09.50337(W)     ADJUSTED  
 JA0502* NAVD 88     -       197.130  (meters)     646.75   (feet)  ADJUSTED  
 JA0502  ___________________________________________________________________
 JA0502  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 JA0502  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JA0502  DYNAMIC HT  -         196.989 (meters)     646.29  (feet)  COMP
 JA0502  MODELED GRAV-     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
 JA0502.and adjusted by the National Geodetic Survey in June 1991..
 JA0502
 JA0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0502
 JA0502.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 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
 JA0502.Superseded values are not recommended for survey control.
 JA0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0502.See file dsdata.txt to determine how the superseded data were derived.
 JA0502
 JA0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5814527752(NAD 83)
 JA0502_MARKER: DS = TRIANGULATION STATION DISK
 JA0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0502_STAMPING: LEAVENWORTH 1947
 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             NGS
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1765 ***********************************************************************
 JA1765  DESIGNATION -  LEAVENWORTH MUNICIPAL TANK
 JA1765  PID         -  JA1765
 JA1765  STATE/COUNTY-  IN/CRAWFORD
 JA1765  USGS QUAD   -  LEAVENWORTH (1980)
 JA1765
 JA1765                         *CURRENT SURVEY CONTROL
 JA1765  ___________________________________________________________________
 JA1765* NAD 83(1997)-  38 12 08.24349(N)    086 20 55.02805(W)     ADJUSTED  
 JA1765* NAVD 88     -                                                        
 JA1765  ___________________________________________________________________
 JA1765  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 JA1765  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JA1765
 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
 JA1765.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1765
 JA1765.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1765
 JA1765  NAD 83(1993)-  38 12 08.24548(N)    086 20 55.02976(W) AD(       ) 4
 JA1765  NAD 83(1986)-  38 12 08.24950(N)    086 20 55.03330(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1765.See file dsdata.txt to determine how the superseded data were derived.
 JA1765
 JA1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5703228460(NAD 83)
 JA1765_MARKER: 53 = ELEVATED TANK
 JA1765
 JA1765  HISTORY     - Date     Condition        Report By
 JA1765  HISTORY     - 1946     FIRST OBSERVED   CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0503 ***********************************************************************
 JA0503  DESIGNATION -  LEAVENWORTH RM 1
 JA0503  PID         -  JA0503
 JA0503  STATE/COUNTY-  IN/CRAWFORD
 JA0503  USGS QUAD   -  LEAVENWORTH (1980)
 JA0503
 JA0503                         *CURRENT SURVEY CONTROL
 JA0503  ___________________________________________________________________
 JA0503* NAD 83(1986)-  38 11 44.     (N)    086 20 09.     (W)     SCALED    
 JA0503* NAVD 88     -       197.732  (meters)     648.73   (feet)  ADJUSTED  
 JA0503  ___________________________________________________________________
 JA0503  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JA0503  DYNAMIC HT  -         197.591 (meters)     648.26  (feet)  COMP
 JA0503  MODELED GRAV-     979,912.7   (mgal)                       NAVD 88
 JA0503
 JA0503  VERT ORDER  -  FIRST     CLASS II
 JA0503
 JA0503.The horizontal coordinates were scaled from a topographic map and have
 JA0503.an estimated accuracy of +/- 6 seconds.
 JA0503
 JA0503.The orthometric height was determined by differential leveling
 JA0503.and adjusted by the National Geodetic Survey in June 1991..
 JA0503
 JA0503.The geoid height was determined by GEOID03.
 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     -   327,460.      965,480.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0503.See file dsdata.txt to determine how the superseded data were derived.
 JA0503
 JA0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH581277(NAD 83)
 JA0503_MARKER: DR = REFERENCE MARK DISK
 JA0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0503_STAMPING: LEAVENWORTH NO 1 1947
 JA0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0503+STABILITY: SURFACE MOTION
 JA0503
 JA0503  HISTORY     - Date     Condition        Report By
 JA0503  HISTORY     - 1947     MONUMENTED       CGS
 JA0503  HISTORY     - 1965     GOOD             NGS
 JA0503
 JA0503                          STATION DESCRIPTION
 JA0503
 JA0503'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0501 ***********************************************************************
 JA0501  DESIGNATION -  LEAVENWORTH RM 2
 JA0501  PID         -  JA0501
 JA0501  STATE/COUNTY-  IN/CRAWFORD
 JA0501  USGS QUAD   -  LEAVENWORTH (1980)
 JA0501
 JA0501                         *CURRENT SURVEY CONTROL
 JA0501  ___________________________________________________________________
 JA0501* NAD 83(1986)-  38 11 44.     (N)    086 20 09.     (W)     SCALED    
 JA0501* NAVD 88     -       195.404  (meters)     641.09   (feet)  ADJUSTED  
 JA0501  ___________________________________________________________________
 JA0501  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JA0501  DYNAMIC HT  -         195.265 (meters)     640.63  (feet)  COMP
 JA0501  MODELED GRAV-     979,912.7   (mgal)                       NAVD 88
 JA0501
 JA0501  VERT ORDER  -  FIRST     CLASS II
 JA0501
 JA0501.The horizontal coordinates were scaled from a topographic map and have
 JA0501.an estimated accuracy of +/- 6 seconds.
 JA0501
 JA0501.The orthometric height was determined by differential leveling
 JA0501.and adjusted by the National Geodetic Survey in June 1991..
 JA0501
 JA0501.The geoid height was determined by GEOID03.
 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     -   327,460.      965,480.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0501.See file dsdata.txt to determine how the superseded data were derived.
 JA0501
 JA0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH581277(NAD 83)
 JA0501_MARKER: DR = REFERENCE MARK DISK
 JA0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0501_STAMPING: LEAVENWORTH NO 2 1947
 JA0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0501+STABILITY: SURFACE MOTION
 JA0501
 JA0501  HISTORY     - Date     Condition        Report By
 JA0501  HISTORY     - 1947     MONUMENTED       CGS
 JA0501  HISTORY     - 1965     GOOD             NGS
 JA0501
 JA0501                          STATION DESCRIPTION
 JA0501
 JA0501'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0631 ***********************************************************************
 LB0631  DESIGNATION -  LEBANON
 LB0631  PID         -  LB0631
 LB0631  STATE/COUNTY-  IN/BOONE
 LB0631  USGS QUAD   -  LEBANON (1979)
 LB0631
 LB0631                         *CURRENT SURVEY CONTROL
 LB0631  ___________________________________________________________________
 LB0631* NAD 83(1997)-  40 03 33.53264(N)    086 27 59.98112(W)     ADJUSTED  
 LB0631* NAVD 88     -       287.598  (meters)     943.56   (feet)  ADJUSTED  
 LB0631  ___________________________________________________________________
 LB0631  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 LB0631  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 LB0631  DYNAMIC HT  -         287.439 (meters)     943.04  (feet)  COMP
 LB0631  MODELED GRAV-     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
 LB0631.and adjusted by the National Geodetic Survey in June 1991..
 LB0631
 LB0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB0631
 LB0631.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996017  x   1.00000073  =   0.99996090
 LB0631!UTM  16      -   0.99996017  x   0.99962547  =   0.99958566
 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
 LB0631.Superseded values are not recommended for survey control.
 LB0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0631.See file dsdata.txt to determine how the superseded data were derived.
 LB0631
 LB0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4548634477(NAD 83)
 LB0631_MARKER: DS = TRIANGULATION STATION DISK
 LB0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0631_STAMPING: LEBANON 1934
 LB0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0631+STABILITY: SURFACE MOTION
 LB0631
 LB0631  HISTORY     - Date     Condition        Report By
 LB0631  HISTORY     - 1934     MONUMENTED       CGS
 LB0631  HISTORY     - 1946     GOOD             NGS
 LB0631  HISTORY     - 1978     GOOD             LOCENG
 LB0631  HISTORY     - 1980     GOOD             LOCENG
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0634 ***********************************************************************
 LB0634  DESIGNATION -  LEBANON AZ MK
 LB0634  PID         -  LB0634
 LB0634  STATE/COUNTY-  IN/BOONE
 LB0634  USGS QUAD   -  LEBANON (1979)
 LB0634
 LB0634                         *CURRENT SURVEY CONTROL
 LB0634  ___________________________________________________________________
 LB0634* NAD 83(1986)-  40 03 39.     (N)    086 28 06.     (W)     SCALED    
 LB0634* NAVD 88     -       286.102  (meters)     938.65   (feet)  ADJUSTED  
 LB0634  ___________________________________________________________________
 LB0634  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 LB0634  DYNAMIC HT  -         285.945 (meters)     938.14  (feet)  COMP
 LB0634  MODELED GRAV-     980,067.2   (mgal)                       NAVD 88
 LB0634
 LB0634  VERT ORDER  -  SECOND    CLASS 0
 LB0634
 LB0634.The horizontal coordinates were scaled from a topographic map and have
 LB0634.an estimated accuracy of +/- 6 seconds.
 LB0634
 LB0634.The orthometric height was determined by differential leveling
 LB0634.and adjusted by the National Geodetic Survey in June 1991..
 LB0634
 LB0634.The geoid height was determined by GEOID03.
 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     -   534,450.      952,470.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0634.See file dsdata.txt to determine how the superseded data were derived.
 LB0634
 LB0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK453346(NAD 83)
 LB0634_MARKER: DZ = AZIMUTH MARK DISK
 LB0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0634_STAMPING: LEBANON 1934
 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             NGS
 LB0634
 LB0634                          STATION DESCRIPTION
 LB0634
 LB0634'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB2526 ***********************************************************************
 LB2526  DESIGNATION -  LEBANON BOONE CO CTHSE DOME
 LB2526  PID         -  LB2526
 LB2526  STATE/COUNTY-  IN/BOONE
 LB2526  USGS QUAD   -  LEBANON (1979)
 LB2526
 LB2526                         *CURRENT SURVEY CONTROL
 LB2526  ___________________________________________________________________
 LB2526* NAD 83(1997)-  40 02 52.88141(N)    086 28 06.99617(W)     ADJUSTED  
 LB2526* NAVD 88     -                                                        
 LB2526  ___________________________________________________________________
 LB2526  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 LB2526  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 LB2526
 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
 LB2526.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2526
 LB2526.The geoid height was determined by GEOID03.
 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;SPC IN E     -   533,157.804    31,568.850   MT  1.00002429   -0 30 57.7
 LB2526;SPC IN E     - 1,749,201.90    103,572.14   sFT  1.00002429   -0 30 57.7
 LB2526;UTM  16      - 4,433,222.529   545,327.609   MT  0.99962529   +0 20 30.9
 LB2526
 LB2526                          SUPERSEDED SURVEY CONTROL
 LB2526
 LB2526  NAD 83(1986)-  40 02 52.89009(N)    086 28 07.00300(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2526.See file dsdata.txt to determine how the superseded data were derived.
 LB2526
 LB2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4532833223(NAD 83)
 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 = OCTOBER  6, 2006
 LB2525 ***********************************************************************
 LB2525  DESIGNATION -  LEBANON IND CONDEN MILK CO STK
 LB2525  PID         -  LB2525
 LB2525  STATE/COUNTY-  IN/BOONE
 LB2525  USGS QUAD   -  LEBANON (1979)
 LB2525
 LB2525                         *CURRENT SURVEY CONTROL
 LB2525  ___________________________________________________________________
 LB2525* NAD 83(1997)-  40 02 24.80838(N)    086 27 30.94479(W)     ADJUSTED  
 LB2525* NAVD 88     -                                                        
 LB2525  ___________________________________________________________________
 LB2525  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 LB2525  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 LB2525
 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
 LB2525.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2525
 LB2525.The geoid height was determined by GEOID03.
 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;SPC IN E     -   532,284.308    32,415.694   MT  1.00002287   -0 30 34.2
 LB2525;SPC IN E     - 1,746,336.10    106,350.49   sFT  1.00002287   -0 30 34.2
 LB2525;UTM  16      - 4,432,362.153   546,187.093   MT  0.99962626   +0 20 53.9
 LB2525
 LB2525                          SUPERSEDED SURVEY CONTROL
 LB2525
 LB2525  NAD 83(1986)-  40 02 24.81703(N)    086 27 30.95105(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2525.See file dsdata.txt to determine how the superseded data were derived.
 LB2525
 LB2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4618732362(NAD 83)
 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 = OCTOBER  6, 2006
 LB2527 ***********************************************************************
 LB2527  DESIGNATION -  LEBANON INTST PUB SERV CO TANK
 LB2527  PID         -  LB2527
 LB2527  STATE/COUNTY-  IN/BOONE
 LB2527  USGS QUAD   -  LEBANON (1979)
 LB2527
 LB2527                         *CURRENT SURVEY CONTROL
 LB2527  ___________________________________________________________________
 LB2527* NAD 83(1997)-  40 02 33.91047(N)    086 27 46.69235(W)     ADJUSTED  
 LB2527* NAVD 88     -                                                        
 LB2527  ___________________________________________________________________
 LB2527  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 LB2527  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 LB2527
 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
 LB2527.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2527
 LB2527.The geoid height was determined by GEOID03.
 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;SPC IN E     -   532,568.370    32,044.889   MT  1.00002349   -0 30 44.4
 LB2527;SPC IN E     - 1,747,268.06    105,133.94   sFT  1.00002349   -0 30 44.4
 LB2527;UTM  16      - 4,432,640.521   545,812.227   MT  0.99962584   +0 20 43.8
 LB2527
 LB2527                          SUPERSEDED SURVEY CONTROL
 LB2527
 LB2527  NAD 83(1986)-  40 02 33.92017(N)    086 27 46.70594(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2527.See file dsdata.txt to determine how the superseded data were derived.
 LB2527
 LB2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4581232641(NAD 83)
 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 = OCTOBER  6, 2006
 LB2528 ***********************************************************************
 LB2528  DESIGNATION -  LEBANON MUNICIPAL STANDPIPE
 LB2528  PID         -  LB2528
 LB2528  STATE/COUNTY-  IN/BOONE
 LB2528  USGS QUAD   -  LEBANON (1979)
 LB2528
 LB2528                         *CURRENT SURVEY CONTROL
 LB2528  ___________________________________________________________________
 LB2528* NAD 83(1997)-  40 02 39.19056(N)    086 27 57.47386(W)     ADJUSTED  
 LB2528* NAVD 88     -                                                        
 LB2528  ___________________________________________________________________
 LB2528  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 LB2528  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 LB2528
 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
 LB2528.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2528
 LB2528.The geoid height was determined by GEOID03.
 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;SPC IN E     -   532,733.512    31,790.772   MT  1.00002392   -0 30 51.4
 LB2528;SPC IN E     - 1,747,809.86    104,300.22   sFT  1.00002392   -0 30 51.4
 LB2528;UTM  16      - 4,432,801.775   545,555.767   MT  0.99962555   +0 20 36.9
 LB2528
 LB2528                          SUPERSEDED SURVEY CONTROL
 LB2528
 LB2528  NAD 83(1986)-  40 02 39.19954(N)    086 27 57.48705(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2528.See file dsdata.txt to determine how the superseded data were derived.
 LB2528
 LB2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4555632802(NAD 83)
 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 = OCTOBER  6, 2006
 LB0632 ***********************************************************************
 LB0632  DESIGNATION -  LEBANON RM 1
 LB0632  PID         -  LB0632
 LB0632  STATE/COUNTY-  IN/BOONE
 LB0632  USGS QUAD   -  LEBANON (1979)
 LB0632
 LB0632                         *CURRENT SURVEY CONTROL
 LB0632  ___________________________________________________________________
 LB0632* NAD 83(1986)-  40 03 33.     (N)    086 27 59.     (W)     SCALED    
 LB0632* NAVD 88     -       287.414  (meters)     942.96   (feet)  ADJUSTED  
 LB0632  ___________________________________________________________________
 LB0632  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 LB0632  DYNAMIC HT  -         287.255 (meters)     942.44  (feet)  COMP
 LB0632  MODELED GRAV-     980,067.0   (mgal)                       NAVD 88
 LB0632
 LB0632  VERT ORDER  -  SECOND    CLASS 0
 LB0632
 LB0632.The horizontal coordinates were scaled from a topographic map and have
 LB0632.an estimated accuracy of +/- 6 seconds.
 LB0632
 LB0632.The orthometric height was determined by differential leveling
 LB0632.and adjusted by the National Geodetic Survey in June 1991..
 LB0632
 LB0632.The geoid height was determined by GEOID03.
 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     -   534,270.      952,640.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0632.See file dsdata.txt to determine how the superseded data were derived.
 LB0632
 LB0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK455344(NAD 83)
 LB0632_MARKER: DR = REFERENCE MARK DISK
 LB0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0632_STAMPING: LEBANON NO 1 1934
 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             NGS
 LB0632
 LB0632                          STATION DESCRIPTION
 LB0632
 LB0632'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0633 ***********************************************************************
 LB0633  DESIGNATION -  LEBANON RM 2
 LB0633  PID         -  LB0633
 LB0633  STATE/COUNTY-  IN/BOONE
 LB0633  USGS QUAD   -  LEBANON (1979)
 LB0633
 LB0633                         *CURRENT SURVEY CONTROL
 LB0633  ___________________________________________________________________
 LB0633* NAD 83(1986)-  40 03 33.     (N)    086 27 59.     (W)     SCALED    
 LB0633* NAVD 88     -       287.408  (meters)     942.94   (feet)  ADJUSTED  
 LB0633  ___________________________________________________________________
 LB0633  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 LB0633  DYNAMIC HT  -         287.249 (meters)     942.42  (feet)  COMP
 LB0633  MODELED GRAV-     980,067.0   (mgal)                       NAVD 88
 LB0633
 LB0633  VERT ORDER  -  SECOND    CLASS 0
 LB0633
 LB0633.The horizontal coordinates were scaled from a topographic map and have
 LB0633.an estimated accuracy of +/- 6 seconds.
 LB0633
 LB0633.The orthometric height was determined by differential leveling
 LB0633.and adjusted by the National Geodetic Survey in June 1991..
 LB0633
 LB0633.The geoid height was determined by GEOID03.
 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     -   534,270.      952,640.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0633.See file dsdata.txt to determine how the superseded data were derived.
 LB0633
 LB0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK455344(NAD 83)
 LB0633_MARKER: DR = REFERENCE MARK DISK
 LB0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0633_STAMPING: LEBANON NO 2 1934
 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             NGS
 LB0633
 LB0633                          STATION DESCRIPTION
 LB0633
 LB0633'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1715 ***********************************************************************
 JZ1715  DESIGNATION -  LEE
 JZ1715  PID         -  JZ1715
 JZ1715  STATE/COUNTY-  IN/HENRY
 JZ1715  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ1715
 JZ1715                         *CURRENT SURVEY CONTROL
 JZ1715  ___________________________________________________________________
 JZ1715* NAD 83(1997)-  39 59 35.72097(N)    085 17 30.10067(W)     ADJUSTED  
 JZ1715* NAVD 88     -       343.057  (meters)    1125.51   (feet)  ADJUSTED  
 JZ1715  ___________________________________________________________________
 JZ1715  X           -     401,666.996 (meters)                     COMP
 JZ1715  Y           -  -4,876,913.434 (meters)                     COMP
 JZ1715  Z           -   4,077,611.054 (meters)                     COMP
 JZ1715  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 JZ1715  ELLIP HEIGHT-         309.87  (meters)          (05/25/99) GPS OBS
 JZ1715  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JZ1715  DYNAMIC HT  -         342.867 (meters)    1124.89  (feet)  COMP
 JZ1715  MODELED GRAV-     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
 JZ1715.and adjusted by the National Geodetic Survey in June 1991..
 JZ1715
 JZ1715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ1715
 JZ1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ1715
 JZ1715.The ellipsoidal height was determined by GPS observations
 JZ1715.and is referenced to NAD 83.
 JZ1715
 JZ1715.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 JZ1715| PID    Reference Object                     Distance      Geod. Az  |
 JZ1715|                                                           dddmmss.s |
 JZ1715| CC8774 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| CC8775 LEE RM 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
 JZ1715.Superseded values are not recommended for survey control.
 JZ1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1715.See file dsdata.txt to determine how the superseded data were derived.
 JZ1715
 JZ1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK4583928406(NAD 83)
 JZ1715_MARKER: DS = TRIANGULATION STATION DISK
 JZ1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1715_SP_SET: CONCRETE POST
 JZ1715_STAMPING: LEE 1939
 JZ1715_MARK LOGO: CGS   
 JZ1715_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ1715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 LB2142 ***********************************************************************
 LB2142  DESIGNATION -  LEE
 LB2142  PID         -  LB2142
 LB2142  STATE/COUNTY-  IN/JASPER
 LB2142  USGS QUAD   -  WOLCOTT (1991)
 LB2142
 LB2142                         *CURRENT SURVEY CONTROL
 LB2142  ___________________________________________________________________
 LB2142* NAD 83(1997)-  40 52 01.32497(N)    087 01 41.68008(W)     ADJUSTED  
 LB2142* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 LB2142  ___________________________________________________________________
 LB2142  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 LB2142  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 LB2142
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2142
 LB2142.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2142.See file dsdata.txt to determine how the superseded data were derived.
 LB2142
 LB2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9762023997(NAD 83)
 LB2142_MARKER: DS = TRIANGULATION STATION DISK
 LB2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2142
 LB2142  HISTORY     - Date     Condition        Report By
 LB2142  HISTORY     - 1947     MONUMENTED       CGS
 LB2142  HISTORY     - 1955     GOOD             CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1714 ***********************************************************************
 JZ1714  DESIGNATION -  LEE 1
 JZ1714  PID         -  JZ1714
 JZ1714  STATE/COUNTY-  IN/HENRY
 JZ1714  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ1714
 JZ1714                         *CURRENT SURVEY CONTROL
 JZ1714  ___________________________________________________________________
 JZ1714* NAD 83(1986)-  39 59 36.     (N)    085 17 29.     (W)     SCALED    
 JZ1714* NAVD 88     -       343.352  (meters)    1126.48   (feet)  ADJUSTED  
 JZ1714  ___________________________________________________________________
 JZ1714  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JZ1714  DYNAMIC HT  -         343.161 (meters)    1125.85  (feet)  COMP
 JZ1714  MODELED GRAV-     980,061.4   (mgal)                       NAVD 88
 JZ1714
 JZ1714  VERT ORDER  -  SECOND    CLASS 0
 JZ1714
 JZ1714.The horizontal coordinates were scaled from a topographic map and have
 JZ1714.an estimated accuracy of +/- 6 seconds.
 JZ1714
 JZ1714.The orthometric height was determined by differential leveling
 JZ1714.and adjusted by the National Geodetic Survey in June 1991..
 JZ1714
 JZ1714.The geoid height was determined by GEOID03.
 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.      132,050.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1714.See file dsdata.txt to determine how the superseded data were derived.
 JZ1714
 JZ1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK458284(NAD 83)
 JZ1714_MARKER: DR = REFERENCE MARK DISK
 JZ1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1714_STAMPING: LEE NO 1 1939
 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             NGS
 JZ1714
 JZ1714                          STATION DESCRIPTION
 JZ1714
 JZ1714'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1716 ***********************************************************************
 JZ1716  DESIGNATION -  LEE 2
 JZ1716  PID         -  JZ1716
 JZ1716  STATE/COUNTY-  IN/HENRY
 JZ1716  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ1716
 JZ1716                         *CURRENT SURVEY CONTROL
 JZ1716  ___________________________________________________________________
 JZ1716* NAD 83(1986)-  39 59 35.     (N)    085 17 29.     (W)     SCALED    
 JZ1716* NAVD 88     -       342.008  (meters)    1122.07   (feet)  ADJUSTED  
 JZ1716  ___________________________________________________________________
 JZ1716  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JZ1716  DYNAMIC HT  -         341.818 (meters)    1121.45  (feet)  COMP
 JZ1716  MODELED GRAV-     980,061.3   (mgal)                       NAVD 88
 JZ1716
 JZ1716  VERT ORDER  -  SECOND    CLASS 0
 JZ1716
 JZ1716.The horizontal coordinates were scaled from a topographic map and have
 JZ1716.an estimated accuracy of +/- 6 seconds.
 JZ1716
 JZ1716.The orthometric height was determined by differential leveling
 JZ1716.and adjusted by the National Geodetic Survey in June 1991..
 JZ1716
 JZ1716.The geoid height was determined by GEOID03.
 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     -   526,810.      132,050.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1716.See file dsdata.txt to determine how the superseded data were derived.
 JZ1716
 JZ1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK458283(NAD 83)
 JZ1716_MARKER: DR = REFERENCE MARK DISK
 JZ1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1716_STAMPING: LEE NO 2 1939
 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             NGS
 JZ1716
 JZ1716                          STATION DESCRIPTION
 JZ1716
 JZ1716'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB2736 ***********************************************************************
 LB2736  DESIGNATION -  LEE 9
 LB2736  PID         -  LB2736
 LB2736  STATE/COUNTY-  IN/HAMILTON
 LB2736  USGS QUAD   -  WESTFIELD (1992)
 LB2736
 LB2736                         *CURRENT SURVEY CONTROL
 LB2736  ___________________________________________________________________
 LB2736* NAD 83(1997)-  40 01 39.71110(N)    086 13 16.95173(W)     ADJUSTED  
 LB2736* NAVD 88     -       277.96   (meters)     911.9    (feet)  LEVELING  
 LB2736  ___________________________________________________________________
 LB2736  X           -     322,319.456 (meters)                     COMP
 LB2736  Y           -  -4,880,284.561 (meters)                     COMP
 LB2736  Z           -   4,080,497.712 (meters)                     COMP
 LB2736  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 LB2736  ELLIP HEIGHT-         243.69  (meters)          (05/25/99) GPS OBS
 LB2736  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 LB2736
 LB2736  HORZ ORDER  -  SECOND
 LB2736  VERT ORDER  -  THIRD ?
 LB2736  ELLP ORDER  -  FOURTH    CLASS I
 LB2736
 LB2736.The horizontal coordinates were established by GPS observations
 LB2736.and adjusted by the National Geodetic Survey in May 1999..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2736
 LB2736.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2736
 LB2736.The ellipsoidal height was determined by GPS observations
 LB2736.and is referenced to NAD 83.
 LB2736
 LB2736.The geoid height was determined by GEOID03.
 LB2736
 LB2736;                    North         East     Units Scale Factor Converg.
 LB2736;SPC IN E     -   530,740.341    52,651.868   MT  0.99999425   -0 21 24.4
 LB2736;SPC IN E     - 1,741,270.60    172,742.00   sFT  0.99999425   -0 21 24.4
 LB2736;SPC IN W     -   530,948.881   973,574.191   MT  1.00003328   +0 33 15.8
 LB2736;SPC IN W     - 1,741,954.79  3,194,134.66   sFT  1.00003328   +0 33 15.8
 LB2736;UTM  16      - 4,431,121.726   566,436.652   MT  0.99965434   +0 30 02.9
 LB2736
 LB2736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2736!SPC IN E     -   0.99996177  x   0.99999425  =   0.99995602
 LB2736!SPC IN W     -   0.99996177  x   1.00003328  =   0.99999505
 LB2736!UTM  16      -   0.99996177  x   0.99965434  =   0.99961613
 LB2736
 LB2736                          SUPERSEDED SURVEY CONTROL
 LB2736
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2736.See file dsdata.txt to determine how the superseded data were derived.
 LB2736
 LB2736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6643731122(NAD 83)
 LB2736_MARKER: DD = SURVEY DISK
 LB2736_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LB2736_SP_SET: PREFAB CONC. POST IN EARTH
 LB2736_STAMPING: LEE 9 1989
 LB2736_MARK LOGO: INDNR 
 LB2736_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LB2736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2736+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1992
 LB2736
 LB2736  HISTORY     - Date     Condition        Report By
 LB2736  HISTORY     - 1989     MONUMENTED       INDNR
 LB2736  HISTORY     - 19920804 GOOD
 LB2736  HISTORY     - 20040512 GOOD             PICI
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1133 ***********************************************************************
 LA1133  DESIGNATION -  LEE AZ MK
 LA1133  PID         -  LA1133
 LA1133  STATE/COUNTY-  IN/HENRY
 LA1133  USGS QUAD   -  MOUNT PLEASANT (1988)
 LA1133
 LA1133                         *CURRENT SURVEY CONTROL
 LA1133  ___________________________________________________________________
 LA1133* NAD 83(1986)-  40 00 14.     (N)    085 17 32.     (W)     SCALED    
 LA1133* NAVD 88     -       340.453  (meters)    1116.97   (feet)  ADJUSTED  
 LA1133  ___________________________________________________________________
 LA1133  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 LA1133  DYNAMIC HT  -         340.265 (meters)    1116.35  (feet)  COMP
 LA1133  MODELED GRAV-     980,064.3   (mgal)                       NAVD 88
 LA1133
 LA1133  VERT ORDER  -  SECOND    CLASS 0
 LA1133
 LA1133.The horizontal coordinates were scaled from a topographic map and have
 LA1133.an estimated accuracy of +/- 6 seconds.
 LA1133
 LA1133.The orthometric height was determined by differential leveling
 LA1133.and adjusted by the National Geodetic Survey in June 1991..
 LA1133
 LA1133.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1133.See file dsdata.txt to determine how the superseded data were derived.
 LA1133
 LA1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK457295(NAD 83)
 LA1133_MARKER: DB = BENCH MARK DISK
 LA1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1133_STAMPING: LEE 1939
 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
 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 = OCTOBER  6, 2006
 MD1636 ***********************************************************************
 MD1636  DESIGNATION -  LEEDY
 MD1636  PID         -  MD1636
 MD1636  STATE/COUNTY-  IN/WHITLEY
 MD1636  USGS QUAD   -  LORANE (1965)
 MD1636
 MD1636                         *CURRENT SURVEY CONTROL
 MD1636  ___________________________________________________________________
 MD1636* NAD 83(1997)-  41 12 46.94265(N)    085 34 29.35786(W)     ADJUSTED  
 MD1636* NAVD 88     -       292.     (meters)     958.     (feet)  SCALED    
 MD1636  ___________________________________________________________________
 MD1636  LAPLACE CORR-           4.62  (seconds)                    DEFLEC99
 MD1636  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 MD1636
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1636
 MD1636.The geoid height was determined by GEOID03.
 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     -   0.99995941  x   0.99996740  =   0.99992681
 MD1636!UTM  16      -   0.99995941  x   0.99977567  =   0.99973509
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1636.See file dsdata.txt to determine how the superseded data were derived.
 MD1636
 MD1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1947563386(NAD 83)
 MD1636_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1636
 MD1636  HISTORY     - Date     Condition        Report By
 MD1636  HISTORY     - 1946     MONUMENTED       CGS
 MD1636  HISTORY     - 1960     SEE DESCRIPTION  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
 MD1636'OF U.S.  HIGHWAY 30 AND
 MD1636'ACROSS THE HIGHWAY FROM MR. R.K. LEEDYS FARMHOUSE.  IT IS 76 FEET
 MD1636'NORTH OF THE CENTER OF THE HIGHWAY, 63
 MD1636'FEET NORTHWEST OF A 12 INCH ELM TREE, 29 FEET NORTH OF A
 MD1636'POWER POLE AND ABOUT 50 YARDS NORTH OF MR.
 MD1636'LEEDYS HOME.  THE MARK IS ABOUT 15 INCHES BELOW
 MD1636'THE 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
 MD1636'FEET NORTH OF THE CENTER OF THE
 MD1636'HIGHWAY AND 32 FEET NORTHEAST OF A 12 INCH ELM TREE.  THE MARK
 MD1636'PROJECTS ABOUT 4 INCHES AND THE
 MD1636'DISK IS STAMPED 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
 MD1636'HIGHWAY AND 2 FEET SOUTH OF A FENCE.  THE MARK PROJECTS 4 INCHES AND
 MD1636'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
 MD1636'FEET NORTHEAST OF A RED BARN.
 MD1636'THE 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 = OCTOBER  6, 2006
 MD1674 ***********************************************************************
 MD1674  DESIGNATION -  LEESBURG
 MD1674  PID         -  MD1674
 MD1674  STATE/COUNTY-  IN/KOSCIUSKO
 MD1674  USGS QUAD   -  LEESBURG (1992)
 MD1674
 MD1674                         *CURRENT SURVEY CONTROL
 MD1674  ___________________________________________________________________
 MD1674* NAD 83(1997)-  41 21 48.83621(N)    085 51 17.25592(W)     ADJUSTED  
 MD1674* NAVD 88     -       256.     (meters)     840.     (feet)  SCALED    
 MD1674  ___________________________________________________________________
 MD1674  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 MD1674  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MD1674
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1674
 MD1674.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1674.See file dsdata.txt to determine how the superseded data were derived.
 MD1674
 MD1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9578379750(NAD 83)
 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
 MD1674'IS 40 FEET WEST OF THE CENTER OF THE HIGHWAY IN THE WEST RIGHT-OF-WAY
 MD1674'FENCE LINE, 40 FEET NORTH OF THE
 MD1674'NOTHEAST CORNER OF A SMALL RED BARN AND 5 FEET NORTH OF A WHITE
 MD1674'WITNESS POST.  THE MARK PROJECTS ABOUT 3
 MD1674'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
 MD1674'FEET WEST OF THE CENTER OF THE HIGHWAY.  THE MARK PROJECTS ABOUT 4
 MD1674'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
 MD1674'HIGHWAY AND 17 FEET EAST OF THE EAST RAIL OF THE NYC R.R. TRACKS.
 MD1674'THE MARK PROJECTS ABOUT 4 INCHES AND
 MD1674'THE 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
 MD1674'WEST OF THE CENTER OF THE HIGHWAY IN THE WEST RIGHT-OF-WAY FENCE
 MD1674'LINE, AND 5 FEET SOUTH OF A WHITE
 MD1674'WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 MD1674'STAMPED 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
 MD1674'ON STATE HIGHWAY 15 FOR 8.8 MILES TO A CROSSROAD, CONTINUE ABOUT 75
 MD1674'YARDS TO THE STATION ON THE LEFT.
 MD1674'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO THE AZIMUTH MARK ON
 MD1674'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 = OCTOBER  6, 2006
 JA0173 ***********************************************************************
 JA0173  DESIGNATION -  LEIPSIC
 JA0173  PID         -  JA0173
 JA0173  STATE/COUNTY-  IN/ORANGE
 JA0173  USGS QUAD   -  CAMPBELLSBURG (1970)
 JA0173
 JA0173                         *CURRENT SURVEY CONTROL
 JA0173  ___________________________________________________________________
 JA0173* NAD 83(1997)-  38 40 26.35630(N)    086 21 20.14310(W)     ADJUSTED  
 JA0173* NAVD 88     -       227.079  (meters)     745.01   (feet)  ADJUSTED  
 JA0173  ___________________________________________________________________
 JA0173  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 JA0173  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JA0173  DYNAMIC HT  -         226.929 (meters)     744.52  (feet)  COMP
 JA0173  MODELED GRAV-     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
 JA0173.and adjusted by the National Geodetic Survey in June 1991..
 JA0173
 JA0173.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0173
 JA0173.The geoid height was determined by GEOID03.
 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;                    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;SPC IN E     -   380,531.349    40,049.372   MT  1.00001091   -0 25 49.9
 JA0173;SPC IN E     - 1,248,459.93    131,395.31   sFT  1.00001091   -0 25 49.9
 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     -   0.99996959  x   1.00001603  =   0.99998562
 JA0173!SPC IN E     -   0.99996959  x   1.00001091  =   0.99998050
 JA0173!UTM  16      -   0.99996959  x   0.99963869  =   0.99960829
 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
 JA0173.Superseded values are not recommended for survey control.
 JA0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0173.See file dsdata.txt to determine how the superseded data were derived.
 JA0173
 JA0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5605680797(NAD 83)
 JA0173_MARKER: DS = TRIANGULATION STATION DISK
 JA0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0173_STAMPING: LEIPSIC 1946
 JA0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0173+STABILITY: SURFACE MOTION
 JA0173
 JA0173  HISTORY     - Date     Condition        Report By
 JA0173  HISTORY     - 1946     MONUMENTED       CGS
 JA0173  HISTORY     - 1949     GOOD             NGS
 JA0173  HISTORY     - 1967     GOOD             CGS
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0172 ***********************************************************************
 JA0172  DESIGNATION -  LEIPSIC AZ MK
 JA0172  PID         -  JA0172
 JA0172  STATE/COUNTY-  IN/ORANGE
 JA0172  USGS QUAD   -  CAMPBELLSBURG (1970)
 JA0172
 JA0172                         *CURRENT SURVEY CONTROL
 JA0172  ___________________________________________________________________
 JA0172* NAD 83(1986)-  38 40 25.     (N)    086 20 46.     (W)     SCALED    
 JA0172* NAVD 88     -       228.085  (meters)     748.31   (feet)  ADJUSTED  
 JA0172  ___________________________________________________________________
 JA0172  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 JA0172  DYNAMIC HT  -         227.935 (meters)     747.82  (feet)  COMP
 JA0172  MODELED GRAV-     979,961.7   (mgal)                       NAVD 88
 JA0172
 JA0172  VERT ORDER  -  FIRST     CLASS II
 JA0172
 JA0172.The horizontal coordinates were scaled from a topographic map and have
 JA0172.an estimated accuracy of +/- 6 seconds.
 JA0172
 JA0172.The orthometric height was determined by differential leveling
 JA0172.and adjusted by the National Geodetic Survey in June 1991..
 JA0172
 JA0172.The geoid height was determined by GEOID03.
 JA0172
 JA0172.The dynamic height is computed by dividing the NAVD 88
 JA0172.geopotential number by the normal gravity value computed on the
 JA0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0172.degrees latitude (g = 980.6199 gals.).
 JA0172
 JA0172.The modeled gravity was interpolated from observed gravity values.
 JA0172
 JA0172;                    North         East    Units  Estimated Accuracy
 JA0172;SPC IN W     -   380,520.      964,150.      MT  (+/- 180 meters Scaled)
 JA0172
 JA0172                          SUPERSEDED SURVEY CONTROL
 JA0172
 JA0172  NGVD 29 (??/??/92)  228.194  (m)          748.67   (f) ADJ UNCH    1 2
 JA0172
 JA0172.Superseded values are not recommended for survey control.
 JA0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0172.See file dsdata.txt to determine how the superseded data were derived.
 JA0172
 JA0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH568807(NAD 83)
 JA0172_MARKER: DZ = AZIMUTH MARK DISK
 JA0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0172_STAMPING: LEIPSIC 1946
 JA0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0172+STABILITY: SURFACE MOTION
 JA0172
 JA0172  HISTORY     - Date     Condition        Report By
 JA0172  HISTORY     - 1946     MONUMENTED       CGS
 JA0172  HISTORY     - 1949     GOOD             NGS
 JA0172
 JA0172                          STATION DESCRIPTION
 JA0172
 JA0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JA0172'5.2 MI SW FROM CAMPBELLSBURG.
 JA0172'ABOUT 4.75 MILES NORTHWEST ALONG THE CHICAGO, INDIANAPOLIS AND
 JA0172'LOUISVILLE RAILWAY FROM THE STATION AT CAMPBELLSBURG, THENCE
 JA0172'0.4 MILE NORTHWEST ALONG STATE HIGHWAY 60, AT A CROSS ROAD, 32.5
 JA0172'FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION, 22.7 FEET SOUTH
 JA0172'OF THE CENTER LINE OF THE HIGHWAY, 23.6 FEET WEST OF THE CENTER
 JA0172'LINE OF THE NORTH-SOUTH ROAD, 11 FEET SOUTHWEST OF THE WEST END
 JA0172'OF A 12-INCH PIPE CULVERT UNDER THE NORTH-SOUTH ROAD, 3 FEET
 JA0172'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET ABOVE THE
 JA0172'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JA0172'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0174 ***********************************************************************
 JA0174  DESIGNATION -  LEIPSIC RM 1
 JA0174  PID         -  JA0174
 JA0174  STATE/COUNTY-  IN/ORANGE
 JA0174  USGS QUAD   -  CAMPBELLSBURG (1970)
 JA0174
 JA0174                         *CURRENT SURVEY CONTROL
 JA0174  ___________________________________________________________________
 JA0174* NAD 83(1986)-  38 40 26.     (N)    086 21 20.     (W)     SCALED    
 JA0174* NAVD 88     -       227.923  (meters)     747.78   (feet)  ADJUSTED  
 JA0174  ___________________________________________________________________
 JA0174  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JA0174  DYNAMIC HT  -         227.772 (meters)     747.28  (feet)  COMP
 JA0174  MODELED GRAV-     979,961.9   (mgal)                       NAVD 88
 JA0174
 JA0174  VERT ORDER  -  FIRST     CLASS II
 JA0174
 JA0174.The horizontal coordinates were scaled from a topographic map and have
 JA0174.an estimated accuracy of +/- 6 seconds.
 JA0174
 JA0174.The orthometric height was determined by differential leveling
 JA0174.and adjusted by the National Geodetic Survey in June 1991..
 JA0174
 JA0174.The geoid height was determined by GEOID03.
 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     -   380,550.      963,330.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0174.See file dsdata.txt to determine how the superseded data were derived.
 JA0174
 JA0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH560807(NAD 83)
 JA0174_MARKER: DR = REFERENCE MARK DISK
 JA0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0174_STAMPING: LEIPSIC 1 1946
 JA0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0174+STABILITY: SURFACE MOTION
 JA0174
 JA0174  HISTORY     - Date     Condition        Report By
 JA0174  HISTORY     - 1946     MONUMENTED       CGS
 JA0174  HISTORY     - 1949     GOOD             NGS
 JA0174
 JA0174                          STATION DESCRIPTION
 JA0174
 JA0174'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0175 ***********************************************************************
 JA0175  DESIGNATION -  LEIPSIC RM 2
 JA0175  PID         -  JA0175
 JA0175  STATE/COUNTY-  IN/ORANGE
 JA0175  USGS QUAD   -  CAMPBELLSBURG (1970)
 JA0175
 JA0175                         *CURRENT SURVEY CONTROL
 JA0175  ___________________________________________________________________
 JA0175* NAD 83(1986)-  38 40 26.     (N)    086 21 20.     (W)     SCALED    
 JA0175* NAVD 88     -       226.749  (meters)     743.93   (feet)  ADJUSTED  
 JA0175  ___________________________________________________________________
 JA0175  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JA0175  DYNAMIC HT  -         226.599 (meters)     743.43  (feet)  COMP
 JA0175  MODELED GRAV-     979,961.9   (mgal)                       NAVD 88
 JA0175
 JA0175  VERT ORDER  -  FIRST     CLASS II
 JA0175
 JA0175.The horizontal coordinates were scaled from a topographic map and have
 JA0175.an estimated accuracy of +/- 6 seconds.
 JA0175
 JA0175.The orthometric height was determined by differential leveling
 JA0175.and adjusted by the National Geodetic Survey in June 1991..
 JA0175
 JA0175.The geoid height was determined by GEOID03.
 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.      963,330.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0175.See file dsdata.txt to determine how the superseded data were derived.
 JA0175
 JA0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH560807(NAD 83)
 JA0175_MARKER: DR = REFERENCE MARK DISK
 JA0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0175_STAMPING: LEIPSIC 2 1946
 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             NGS
 JA0175
 JA0175                          STATION DESCRIPTION
 JA0175
 JA0175'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1976 ***********************************************************************
 KA1976  DESIGNATION -  LEMEN
 KA1976  PID         -  KA1976
 KA1976  STATE/COUNTY-  IN/MONROE
 KA1976  USGS QUAD   -  MODESTO (1983)
 KA1976
 KA1976                         *CURRENT SURVEY CONTROL
 KA1976  ___________________________________________________________________
 KA1976* NAD 83(1997)-  39 19 49.13649(N)    086 34 28.33948(W)     ADJUSTED  
 KA1976* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 KA1976  ___________________________________________________________________
 KA1976  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 KA1976  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KA1976
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1976
 KA1976.The geoid height was determined by GEOID03.
 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     -   0.99996738  x   0.99999035  =   0.99995774
 KA1976!UTM  16      -   0.99996738  x   0.99961656  =   0.99958396
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1976.See file dsdata.txt to determine how the superseded data were derived.
 KA1976
 KA1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3667053519(NAD 83)
 KA1976_MARKER: DS = TRIANGULATION STATION DISK
 KA1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD1545 ***********************************************************************
 MD1545  DESIGNATION -  LEO
 MD1545  PID         -  MD1545
 MD1545  STATE/COUNTY-  IN/ALLEN
 MD1545  USGS QUAD   -  CEDARVILLE (1981)
 MD1545
 MD1545                         *CURRENT SURVEY CONTROL
 MD1545  ___________________________________________________________________
 MD1545* NAD 83(1997)-  41 13 17.79786(N)    085 00 46.95674(W)     ADJUSTED  
 MD1545* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 MD1545  ___________________________________________________________________
 MD1545  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 MD1545  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 MD1545
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1545
 MD1545.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1545.See file dsdata.txt to determine how the superseded data were derived.
 MD1545
 MD1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6655065262(NAD 83)
 MD1545_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1545
 MD1545  HISTORY     - Date     Condition        Report By
 MD1545  HISTORY     - 1947     MONUMENTED       CGS
 MD1545  HISTORY     - 1963     SEE DESCRIPTION  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
 MD1545'GROUNDS.  IT IS 182 FEET WEST OF THE CENTER OF A PAVED COUNTY ROAD,
 MD1545'114 FEET SOUTH OF THE SOUTHWEST CORNER
 MD1545'OF A BRICK CHURCH, 19 FEET NORTH OF AN EAST-WEST FENCE LINE,
 MD1545'AND 19 FEET NORTH OF A WHITE WITNESS POST.  THE
 MD1545'MARK IS FLUSH AND THE DISK IS STAMPED
 MD1545'LEO 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
 MD1545'THE PAVED ROAD AND 36 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 MD1545'BRICK CHURCH.  THE MARK IS FLUSH AND
 MD1545'THE DISK 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.
 MD1545'THE MARK PROJECTS 4 INCHES, AND THE DISK IS 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,
 MD1545'26 FEET SOUTH OF THE CENTER OF A PAVED COUNTY ROAD, 5 FEET EAST OF A
 MD1545'WHITE WITNESS POST AND 1 FOOT EAST OF A
 MD1545'FENCE CORNER.  THE MARK PROJECTS 2 INCHES AND THE DISK
 MD1545'IS STAMPED LEO 1947.
 MD1545'
 MD1545'TO REACH AZIMUTH MARK FROM THE STATION GO NORTH 0.05 MILE TO A PAVED
 MD1545'COUNTY ROAD, TURN
 MD1545'LEFT AND GO WEST 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 MD1545'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
 MD1545'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
 MD1545'YARDS W OF W END OF BRIDGE OVER ST. JOE RIVER IN LEO, THENCE 1 BLOCK
 MD1545'S ALONG WAYNE STREET TO MARK ON RIGHT,
 MD1545'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
 MD1545'MOST WESTERLY WALL OF LEO MENNONITE CHURCH,
 MD1545'52.7 FEET W OF PROJECTED PLANE OF SAID WALL, STANDARD DISKS STAMPED
 MD1545'LEO 1947 IN 1A AND 7A MARKS WITH THE
 MD1545'UPPER MARK 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
 MD1545'04 MIN FROM STATION, SW OF SW CORNER OF SAID CHURCH WALL A DISTANCE
 MD1545'OF 36.5 FEET.
 MD1545'
 MD1545'REFERENCE STAMPED LEO NO 2 1947, NOTE 11A, PROJECTS 0.3 FOOT, IS
 MD1545'82.32 FEET OR 25.091 METERS WSW IN
 MD1545'AZIMUTH 7K DEG 20 MIN FROM STATION, AND 1 FOOT N OF FENCE BETWEEN
 MD1545'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
 MD1545'FROM STATION, ABOUT 52 YARDS E OF CENTER LINE OF AMSTUTZ ROAD, 26
 MD1545'FEET S OF CENTER LINE OF HOSFORD ROAD, 0.7 FOOT
 MD1545'LOWER THAN SAME, 35 FEET W OF PROJECTED PLANE OF W WALL
 MD1545'OF HOUSE-ATTACHED BRICK GARAGE, AND NOW TOTALLY
 MD1545'OBSTRUCTED TO THE STATION MARK BY THE SAID
 MD1545'HOUSE AND GARAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1809 ***********************************************************************
 JA1809  DESIGNATION -  LEO
 JA1809  PID         -  JA1809
 JA1809  STATE/COUNTY-  IN/PERRY
 JA1809  USGS QUAD   -  DERBY (1993)
 JA1809
 JA1809                         *CURRENT SURVEY CONTROL
 JA1809  ___________________________________________________________________
 JA1809* NAD 83(1997)-  38 07 27.25225(N)    086 36 16.28664(W)     ADJUSTED  
 JA1809* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 JA1809  ___________________________________________________________________
 JA1809  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 JA1809  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JA1809
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1809
 JA1809.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1809.See file dsdata.txt to determine how the superseded data were derived.
 JA1809
 JA1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3466319673(NAD 83)
 JA1809_MARKER: DS = TRIANGULATION STATION DISK
 JA1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1809'STATE HIGHWAY 37, 110 FEET NORTH OF A FARM ROAD AND
 JA1809'107 FEET NORTHEAST OF THE SOUTHWEST
 JA1809'CORNER OF A FIELD.  THE MARK IS
 JA1809'14 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK
 JA1809'IS 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
 JA1809'HIGHWAY AND 10 FEET NORTH OF THE FARM ROAD, IN THE
 JA1809'SOUTH EDGE OF THE FIELD.  THE MARK
 JA1809'PROJECTS 2 INCHES AND THE DISK IS
 JA1809'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
 JA1809'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN THE
 JA1809'WEST EDGE OF THE FIELD.  THE MARK
 JA1809'PROJECTS 3 INCHES AND THE DISK IS
 JA1809'STAMPED LEO NO 2 1946.
 JA1809'
 JA1809'THE AZIMUTH MARK IS SOUTH OF THE STATION, 35 FEET EAST OF THE
 JA1809'CENTERLINE OF STATE
 JA1809'HIGHWAY 37 AND 3 FEET NORTH OF A WHITE POST.  THE MARK PROJECTS
 JA1809'2 INCHES AND THE DISK IS
 JA1809'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 = OCTOBER  6, 2006
 KA1982 ***********************************************************************
 KA1982  DESIGNATION -  LEONARD RESET
 KA1982  PID         -  KA1982
 KA1982  STATE/COUNTY-  IN/MONROE
 KA1982  USGS QUAD   -  CLEAR CREEK (1990)
 KA1982
 KA1982                         *CURRENT SURVEY CONTROL
 KA1982  ___________________________________________________________________
 KA1982* NAD 83(1997)-  39 06 28.25313(N)    086 36 17.27160(W)     ADJUSTED  
 KA1982* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 KA1982  ___________________________________________________________________
 KA1982  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 KA1982  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KA1982
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1982
 KA1982.The geoid height was determined by GEOID03.
 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  =   0.99957221
 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
 KA1982.Superseded values are not recommended for survey control.
 KA1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1982.See file dsdata.txt to determine how the superseded data were derived.
 KA1982
 KA1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3416928819(NAD 83)
 KA1982_MARKER: X = CHISELED CROSS
 KA1982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2431 ***********************************************************************
 LB2431  DESIGNATION -  LEONDA 1920
 LB2431  PID         -  LB2431
 LB2431  STATE/COUNTY-  IN/CASS
 LB2431  USGS QUAD   -  LOGANSPORT (1987)
 LB2431
 LB2431                         *CURRENT SURVEY CONTROL
 LB2431  ___________________________________________________________________
 LB2431* NAD 83(1997)-  40 45 36.64320(N)    086 21 45.83718(W)     ADJUSTED  
 LB2431* NAVD 88     -       185.18   (+/-2cm)     607.5    (feet)  VERTCON   
 LB2431  ___________________________________________________________________
 LB2431  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 LB2431  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 LB2431
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2431
 LB2431.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2431
 LB2431.The geoid height was determined by GEOID03.
 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     -   0.99997630  x   1.00000917  =   0.99998547
 LB2431!SPC IN W     -   0.99997630  x   1.00001222  =   0.99998852
 LB2431!UTM  16      -   0.99997630  x   0.99963561  =   0.99961192
 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  NGVD 29 (07/19/86)  185.30   (m)          607.9    (f) LEVELING    3  
 LB2431
 LB2431.Superseded values are not recommended for survey control.
 LB2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2431.See file dsdata.txt to determine how the superseded data were derived.
 LB2431
 LB2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5378912330(NAD 83)
 LB2431_MARKER: DS = TRIANGULATION STATION DISK
 LB2431_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 JA1807 ***********************************************************************
 JA1807  DESIGNATION -  LEOPOLD ST AUGUSTINUS CATH CH
 JA1807  PID         -  JA1807
 JA1807  STATE/COUNTY-  IN/PERRY
 JA1807  USGS QUAD   -  DERBY (1993)
 JA1807
 JA1807                         *CURRENT SURVEY CONTROL
 JA1807  ___________________________________________________________________
 JA1807* NAD 83(1997)-  38 06 08.57158(N)    086 34 55.69699(W)     ADJUSTED  
 JA1807* NAVD 88     -                                                        
 JA1807  ___________________________________________________________________
 JA1807  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 JA1807  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JA1807
 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
 JA1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1807
 JA1807.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1807
 JA1807  NAD 83(1993)-  38 06 08.57327(N)    086 34 55.69810(W) AD(       ) 4
 JA1807  NAD 83(1986)-  38 06 08.57843(N)    086 34 55.70142(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1807.See file dsdata.txt to determine how the superseded data were derived.
 JA1807
 JA1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3663617257(NAD 83)
 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 = OCTOBER  6, 2006
 HZ2334 ***********************************************************************
 HZ2334  DESIGNATION -  LEOTA
 HZ2334  PID         -  HZ2334
 HZ2334  STATE/COUNTY-  IN/SCOTT
 HZ2334  USGS QUAD   -  SCOTTSBURG (1994)
 HZ2334
 HZ2334                         *CURRENT SURVEY CONTROL
 HZ2334  ___________________________________________________________________
 HZ2334* NAD 83(1997)-  38 40 53.08372(N)    085 51 03.81374(W)     ADJUSTED  
 HZ2334* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 HZ2334  ___________________________________________________________________
 HZ2334  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 HZ2334  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 HZ2334
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2334
 HZ2334.The geoid height was determined by GEOID03.
 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     -   0.99997691  x   0.99996984  =   0.99994675
 HZ2334!UTM  16      -   0.99997691  x   0.99972298  =   0.99969989
 HZ2334
 HZ2334:                Primary Azimuth Mark                     Grid Az
 HZ2334:SPC IN E     -  AUSTIN MORGAN PACKING SW STACK           024 56 31.5
 HZ2334:UTM  16      -  AUSTIN MORGAN PACKING SW STACK           024 06 31.3
 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 USGS 1947                    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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2334.See file dsdata.txt to determine how the superseded data were derived.
 HZ2334
 HZ2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9993582050(NAD 83)
 HZ2334_MARKER: DS = TRIANGULATION STATION DISK
 HZ2334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD1550 ***********************************************************************
 MD1550  DESIGNATION -  LEPPER
 MD1550  PID         -  MD1550
 MD1550  STATE/COUNTY-  IN/ALLEN
 MD1550  USGS QUAD   -  FORT WAYNE EAST (1981)
 MD1550
 MD1550                         *CURRENT SURVEY CONTROL
 MD1550  ___________________________________________________________________
 MD1550* NAD 83(1997)-  41 01 10.19783(N)    085 00 29.49646(W)     ADJUSTED  
 MD1550* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 MD1550  ___________________________________________________________________
 MD1550  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 MD1550  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 MD1550
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1550
 MD1550.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1550.See file dsdata.txt to determine how the superseded data were derived.
 MD1550
 MD1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6746942833(NAD 83)
 MD1550_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1550
 MD1550  HISTORY     - Date     Condition        Report By
 MD1550  HISTORY     - 1947     MONUMENTED       CGS
 MD1550  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MD1550  HISTORY     - 1963     SEE DESCRIPTION  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
 MD1550'FEET SOUTH OF THE CENTER OF PAVED ROAD, 35 FEET SOUTH OF A WHITE
 MD1550'WITNESS POST AND 34 FEET SOUTH OF A
 MD1550'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED LEPPER
 MD1550'1947.
 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
 MD1550'PAVED ROAD AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK IS FLUSH AND
 MD1550'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
 MD1550'23 FEET SOUTH OF THE CENTER OF
 MD1550'PAVED ROAD AND 5 FEET NORTH OF A FENCELINE.  THE MARK IS FLUSH AND
 MD1550'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
 MD1550'FEET EAST OF A TELEPHONE POLE, 2 FEET EAST OF A WHITE WITNESS POST
 MD1550'AND 1 FOOT SOUTH OF A FENCELINE.  THE
 MD1550'MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 MD1550'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
 MD1550'ROAD AND 1 FOOT NORTH OF A FENCELINE.  THE MARK IS A 4 BY 4 INCH
 MD1550'CONCRETE POST SET FLUSH WITH THE
 MD1550'GROUND AND THE DISK IS A STANDARD USC AND GS AND SS DISK
 MD1550'STAMPED NO 223.
 MD1550'
 MD1550'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 30 AND 24
 MD1550'AND STATE HIGHWAY 14 IN
 MD1550'NEW HAVEN GO EAST OF U. S. HIGHWAY NO. 30 FOR 2 MILES TO A PAVED
 MD1550'T-ROAD RIGHT, TURN RIGHT AND GO
 MD1550'3.2 MILE TO A PAVED CROSSROAD, TURN RIGHT AND GO
 MD1550'0.4 MILE TO STATION ON THE LEFT, CONTINUE FOR 0.2
 MD1550'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 E OF A PRIVATE
 MD1550'DRIVE TO SOUTH.  THE WHITE
 MD1550'WITNESS POST HAS BEEN DESTROYED.
 MD1550
 MD1550                          STATION RECOVERY (1963)
 MD1550
 MD1550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1550'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1550'DESCRIBED.
 MD1550'
 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
 MD1550'(ONE MILE W OF BROADWAY) OF NEW HAVEN, THENCE 3.3 MILES S ON MINICH
 MD1550'ROAD TO SLIGHTLY JOGGED CROSSROADS,
 MD1550'THENCE 0.4 MILE W ALONG TILLMAN ROAD TO THE STATION ON LEFT,
 MD1550'70 FEET E OF CENTER LINE OF DRIVEWAY, 58.2
 MD1550'FEET S OF CENTER LINE OF 18-FOOT CONCRETE PAVEMENT,
 MD1550'20.0 FEET E OF PROJECTED PLANE OF W WALL OF THE LEPPER FRAME
 MD1550'DWELLING WHICH IS ON THE HIGHEST
 MD1550'POINT IN THE VICINITY, STANDARD DISKS STAMPED LEPPER 1947 ARE SET IN
 MD1550'NOTES 1A AND 7A MARKS WITH THE UPPER
 MD1550'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
 MD1550'OF THE STATION, 25 FEET N OF CENTER LINE OF PAVEMENT, 0.1 FOOT HIGHER
 MD1550'THAN SAME, 16 FEET E OF PROJECTED CENTER
 MD1550'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
 MD1550'OF STATION, 23 FEET S OF CENTER LINE OF ROAD, 0.3 FOOT LOWER THAN
 MD1550'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
 MD1550'SET BY INDIANA GEODETIC SURVEY IN TOP
 MD1550'OF FLUSH 6 BY 6 CONCRETE POST 35.21 FEET OR 10.732 METERS N OF
 MD1550'STATION, 23 FEET S OF CENTER LINE
 MD1550'OF ROAD, 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
 MD1550'FEET W OF CENTER LINE OF DRIVEWAY, 25-1/2 FEET N OF CENTER LINE OF
 MD1550'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 = OCTOBER  6, 2006
 ME2568 ***********************************************************************
 ME2568  DESIGNATION -  LEROY
 ME2568  PID         -  ME2568
 ME2568  STATE/COUNTY-  IN/LAKE
 ME2568  USGS QUAD   -  LEROY (1992)
 ME2568
 ME2568                         *CURRENT SURVEY CONTROL
 ME2568  ___________________________________________________________________
 ME2568* NAD 83(1997)-  41 21 02.84008(N)    087 15 08.70819(W)     ADJUSTED  
 ME2568* NAVD 88     -       213.59   (+/-2cm)     700.8    (feet)  VERTCON   
 ME2568  ___________________________________________________________________
 ME2568  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 ME2568  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ME2568
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2568
 ME2568.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2568
 ME2568.The geoid height was determined by GEOID03.
 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     -   0.99997178  x   0.99996913  =   0.99994091
 ME2568!UTM  16      -   0.99997178  x   0.99960549  =   0.99957728
 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                                        1200816.5 |
 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 (07/19/86)  213.68   (m)          701.0    (f) LEVELING    3  
 ME2568
 ME2568.Superseded values are not recommended for survey control.
 ME2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2568.See file dsdata.txt to determine how the superseded data were derived.
 ME2568
 ME2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7888477730(NAD 83)
 ME2568_MARKER: DS = TRIANGULATION STATION DISK
 ME2568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2568_MAGNETIC: N = NO MAGNETIC MATERIAL
 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
 ME2568'THE SOUTHWEST SIDE OF STATE HIGHWAY NOS. 8 AND 53.  IT IS 55 FEET
 ME2568'SOUTHWEST OF THE CENTER OF STATE
 ME2568'HIGHWAY, 3 FEET NORTHEAST OF A TELEPHONE POLE AND
 ME2568'A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 ME2568'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
 ME2568'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
 ME2568'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
 ME2568'OF A TELEPHONE POLE, 2 FEET SOUTHWEST OF A WHITE WITNESS POST, 17
 ME2568'FEET NORTHWEST OF THE CENTER OF A
 ME2568'GRAVEL ROAD, 24 FEET SOUTHWEST OF THE SOUTH RAIL
 ME2568'OF THE PENNSYLVANIA RAILROAD.  THE MARK PROJECTS 8
 ME2568'INCHES AND THE DISK IS STAMPED
 ME2568'LEROY 1952.
 ME2568'
 ME2568'TO REACH THE STATION FROM THE PENNSYLVANIA RAILROAD DEPOT IN LEROY,
 ME2568'GO SOUTHEAST ON STATE HIGHWAY
 ME2568'NOS. 8 AND 53 FOR 1.2 MILE TO STATION ON THE RIGHT AS DESCRIBED,
 ME2568'CONTINUE ON HIGHWAY FOR 0.25 MILE
 ME2568'TO THE 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 = OCTOBER  6, 2006
 HA1517 ***********************************************************************
 HA1517  DESIGNATION -  LEVEE
 HA1517  PID         -  HA1517
 HA1517  STATE/COUNTY-  IN/SPENCER
 HA1517  USGS QUAD   -  OWENSBORO EAST (1982)
 HA1517
 HA1517                         *CURRENT SURVEY CONTROL
 HA1517  ___________________________________________________________________
 HA1517* NAD 83(1997)-  37 47 22.13527(N)    087 06 38.93791(W)     ADJUSTED  
 HA1517* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 HA1517  ___________________________________________________________________
 HA1517  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 HA1517  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HA1517
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1517
 HA1517.The geoid height was determined by GEOID03.
 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     -   0.99998650  x   0.99996674  =   0.99995324
 HA1517!UTM  16      -   0.99998650  x   0.99960117  =   0.99958767
 HA1517
 HA1517:                Primary Azimuth Mark                     Grid Az
 HA1517:SPC IN W     -  OWENSBORO GLENMORE DISTILL STK           122 59 27.8
 HA1517:UTM  16      -  OWENSBORO GLENMORE DISTILL STK           123 02 31.7
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1517.See file dsdata.txt to determine how the superseded data were derived.
 HA1517
 HA1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG9024382464(NAD 83)
 HA1517_MARKER: DS = TRIANGULATION STATION DISK
 HA1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1517
 HA1517  HISTORY     - Date     Condition        Report By
 HA1517  HISTORY     - 1946     MONUMENTED       CGS
 HA1517  HISTORY     - 1965     GOOD             AIRSUR
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ2016 ***********************************************************************
 HZ2016  DESIGNATION -  LEWIS
 HZ2016  PID         -  HZ2016
 HZ2016  STATE/COUNTY-  IN/SWITZERLAND
 HZ2016  USGS QUAD   -  CARROLLTON (1994)
 HZ2016
 HZ2016                         *CURRENT SURVEY CONTROL
 HZ2016  ___________________________________________________________________
 HZ2016* NAD 83(1997)-  38 44 23.06161(N)    085 12 03.69011(W)     ADJUSTED  
 HZ2016* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 HZ2016  ___________________________________________________________________
 HZ2016  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 HZ2016  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ2016
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2016
 HZ2016.The geoid height was determined by GEOID03.
 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     -   0.99996391  x   0.99998684  =   0.99995075
 HZ2016!SPC KY1Z     -   0.99996391  x   1.00001843  =   0.99998234
 HZ2016!SPC KY N     -   0.99996391  x   0.99997336  =   0.99993728
 HZ2016!UTM  16      -   0.99996391  x   0.99990103  =   0.99986495
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2016.See file dsdata.txt to determine how the superseded data were derived.
 HZ2016
 HZ2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH5635189432(NAD 83)
 HZ2016_MARKER: DS = TRIANGULATION STATION DISK
 HZ2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ3315 ***********************************************************************
 JZ3315  DESIGNATION -  LEWISVILLE MUNICIPAL TANK
 JZ3315  PID         -  JZ3315
 JZ3315  STATE/COUNTY-  IN/HENRY
 JZ3315  USGS QUAD   -  LEWISVILLE (1970)
 JZ3315
 JZ3315                         *CURRENT SURVEY CONTROL
 JZ3315  ___________________________________________________________________
 JZ3315* NAD 83(1997)-  39 48 36.78118(N)    085 21 09.31605(W)     ADJUSTED  
 JZ3315* NAVD 88     -                                                        
 JZ3315  ___________________________________________________________________
 JZ3315  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 JZ3315  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JZ3315
 JZ3315  HORZ ORDER  -  THIRD
 JZ3315
 JZ3315.The horizontal coordinates were established by classical geodetic methods
 JZ3315.and adjusted by the National Geodetic Survey in May 1999..
 JZ3315
 JZ3315
 JZ3315.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3315
 JZ3315.The geoid height was determined by GEOID03.
 JZ3315
 JZ3315;                    North         East     Units Scale Factor Converg.
 JZ3315;SPC IN E     -   506,493.393   126,893.637   MT  0.99997557   +0 12 03.9
 JZ3315;SPC IN E     - 1,661,720.41    416,316.87   sFT  0.99997557   +0 12 03.9
 JZ3315;UTM  16      - 4,407,991.664   641,014.684   MT  0.99984481   +1 03 17.7
 JZ3315
 JZ3315                          SUPERSEDED SURVEY CONTROL
 JZ3315
 JZ3315  NAD 83(1995)-  39 48 36.78396(N)    085 21 09.32518(W) AD(       ) 4
 JZ3315  NAD 83(1986)-  39 48 36.78310(N)    085 21 09.33179(W) AD(       ) 4
 JZ3315  NAD 27      -  39 48 36.62400(N)    085 21 09.44700(W) AD(       ) 3
 JZ3315
 JZ3315.Superseded values are not recommended for survey control.
 JZ3315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3315.See file dsdata.txt to determine how the superseded data were derived.
 JZ3315
 JZ3315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK4101507992(NAD 83)
 JZ3315_MARKER: 53 = ELEVATED TANK
 JZ3315
 JZ3315  HISTORY     - Date     Condition        Report By
 JZ3315  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3315  HISTORY     - 20030511 MARK NOT FOUND   GEOCAC
 JZ3315
 JZ3315                          STATION DESCRIPTION
 JZ3315
 JZ3315'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3315'A TANK LOCATED AT THE NORTHERN EDGE OF THE VILLAGE OF LEWISVILLE ON
 JZ3315'STATE HIGHWAY 103, ABOUT 0.1 MILE SOUTH OF A LARGE BRICK
 JZ3315'SCHOOL BUILDING AND ABOUT 0.25 MILE NORTH OF U.S. HIGHWAY 40.
 JZ3315'
 JZ3315'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 120 FEET HIGH, A VERTICAL
 JZ3315'SECTION ABOUT 30 FEET HIGH, PAINTED SILVER, WITH THE WORD
 JZ3315'LEWISVILLE IN BLACK ON ITS NORTH AND SOUTH SIDES, AND A CONICAL TOP
 JZ3315'WITH A SILVER BALL AT ITS APEX. THE TANK WAS BUILT IN 1909. TOTAL
 JZ3315'HEIGHT, 150 FEET.
 JZ3315
 JZ3315                          STATION RECOVERY (2003)
 JZ3315
 JZ3315'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ3315'THE 1909 TANK HAS BEEN REPLACED BY A WATER TOWER BUILT IN 1987.
 JZ3315' 
 JZ3315' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ2322 ***********************************************************************
 HZ2322  DESIGNATION -  LEXINGTON
 HZ2322  PID         -  HZ2322
 HZ2322  STATE/COUNTY-  IN/SCOTT
 HZ2322  USGS QUAD   -  BLOCHER (1993)
 HZ2322
 HZ2322                         *CURRENT SURVEY CONTROL
 HZ2322  ___________________________________________________________________
 HZ2322* NAD 83(1997)-  38 38 51.98937(N)    085 37 36.10195(W)     ADJUSTED  
 HZ2322* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 HZ2322  ___________________________________________________________________
 HZ2322  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 HZ2322  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 HZ2322
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2322
 HZ2322.The geoid height was determined by GEOID03.
 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     -   0.99997268  x   0.99996682  =   0.99993950
 HZ2322!UTM  16      -   0.99997268  x   0.99977587  =   0.99974856
 HZ2322
 HZ2322:                Primary Azimuth Mark                     Grid Az
 HZ2322:SPC IN E     -  MARYSVILLE                               195 45 57.9
 HZ2322:UTM  16      -  MARYSVILLE                               194 55 59.8
 HZ2322
 HZ2322|---------------------------------------------------------------------|
 HZ2322| PID    Reference Object                     Distance      Geod. Az  |
 HZ2322|                                                           dddmmss.s |
 HZ2322| HZ2319 MARYSVILLE                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2322.See file dsdata.txt to determine how the superseded data were derived.
 HZ2322
 HZ2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1950778586(NAD 83)
 HZ2322_MARKER: DS = TRIANGULATION STATION DISK
 HZ2322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2258 ***********************************************************************
 ME2258  DESIGNATION -  LIBERTY
 ME2258  PID         -  ME2258
 ME2258  STATE/COUNTY-  IN/ST JOSEPH
 ME2258  USGS QUAD   -  NORTH LIBERTY (1980)
 ME2258
 ME2258                         *CURRENT SURVEY CONTROL
 ME2258  ___________________________________________________________________
 ME2258* NAD 83(1997)-  41 32 14.69339(N)    086 25 23.05831(W)     ADJUSTED  
 ME2258* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 ME2258  ___________________________________________________________________
 ME2258  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 ME2258  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME2258
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2258
 ME2258.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2258.See file dsdata.txt to determine how the superseded data were derived.
 ME2258
 ME2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4812498579(NAD 83)
 ME2258_MARKER: DS = TRIANGULATION STATION DISK
 ME2258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA2025 ***********************************************************************
 LA2025  DESIGNATION -  LIBERTY
 LA2025  PID         -  LA2025
 LA2025  STATE/COUNTY-  IN/WELLS
 LA2025  USGS QUAD   -  LIBERTY CENTER (1962)
 LA2025
 LA2025                         *CURRENT SURVEY CONTROL
 LA2025  ___________________________________________________________________
 LA2025* NAD 83(1997)-  40 41 58.83189(N)    085 16 37.18300(W)     ADJUSTED  
 LA2025* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 LA2025  ___________________________________________________________________
 LA2025  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 LA2025  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 LA2025
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2025
 LA2025.The geoid height was determined by GEOID03.
 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     -   0.99996487  x   0.99998001  =   0.99994489
 LA2025!UTM  16      -   0.99996487  x   0.99986082  =   0.99982570
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2025.See file dsdata.txt to determine how the superseded data were derived.
 LA2025
 LA2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4556606847(NAD 83)
 LA2025_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2025_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 LA2025'IN THE NORTHEAST CORNER OF THE LIBERTY CENTER HIGH SCHOOL BALL PARK.
 LA2025'IT IS 75 FEET SOUTHEAST OF A
 LA2025'POWERLINE POLE, 66 FEET SOUTH OF A WIRE FENCE, AND 42 FEET
 LA2025'NORTH OF A 14-INCH TRIANGULAR BLAZED WALNUT
 LA2025'TREE.
 LA2025'
 LA2025'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 303
 LA2025'IN MONTPELIER, GO NORTH ON
 LA2025'STATE HIGHWAY 303 FOR 10 MILES TO THE LIBERTY CENTER HIGH SCHOOL ON
 LA2025'THE RIGHT, TURN RIGHT (EAST) ON
 LA2025'THE NORTH SIDE OF THE SCHOOL AND GO FOR 0.15 MILE TO THE
 LA2025'NORTHEAST CORNER OF THE BALL PARK AND THE
 LA2025'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
 LA2025'GRAVEL ROAD ON THE RIGHT AND THE AZIMUTH MARK IN THE NORTHEAST CORNER
 LA2025'OF THE INTERSECTION AS DESCRIBED.
 LA2025'
 LA2025'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND THE
 LA2025'DISK 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
 LA2025'DISK IS STAMPED LIBERTY NO 1 1955.  REFERENCE MARK 2 IS 45 FEET
 LA2025'SOUTHEAST OF THE WALNUT TREE.  THE MARK PROJECTS 4 INCHES, AND
 LA2025'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
 LA2025'CENTER OF THE GRAVEL ROAD, 5 FEET NORTHWEST OF A TELEPHONE POLE AND 4
 LA2025'FEET NORTHWEST OF A WHITE 4 IN BY 4
 LA2025'IN WITNESS POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK
 LA2025'IS STAMPED LIBERTY 1955.
 LA2025'
 LA2025'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1641 ***********************************************************************
 MD1641  DESIGNATION -  LIBERTY
 MD1641  PID         -  MD1641
 MD1641  STATE/COUNTY-  IN/WABASH
 MD1641  USGS QUAD   -  SOUTH WHITLEY WEST (1994)
 MD1641
 MD1641                         *CURRENT SURVEY CONTROL
 MD1641  ___________________________________________________________________
 MD1641* NAD 83(1997)-  41 02 22.31046(N)    085 44 33.92550(W)     ADJUSTED  
 MD1641* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 MD1641  ___________________________________________________________________
 MD1641  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 MD1641  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 MD1641
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1641
 MD1641.The geoid height was determined by GEOID03.
 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     -   0.99996657  x   0.99996717  =   0.99993374
 MD1641!UTM  16      -   0.99996657  x   0.99973744  =   0.99970402
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1641.See file dsdata.txt to determine how the superseded data were derived.
 MD1641
 MD1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0567443907(NAD 83)
 MD1641_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 MD1641'HIGHWAY 13 AND ON LAND OWNED BY J.L. SPANN.  IT IS IN A NORTH-SOUTH
 MD1641'FENCE LINE, 117 FEET WEST OF THE
 MD1641'NORTHWEST CORNER OF THE HOUSE.  THE MARK IS FLUSH WITH THE
 MD1641'GROUND AND THE DISK 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
 MD1641'CORNER OF THE HOUSE, 47.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 MD1641'THE BARN AND 19 FEET SOUTH OF A
 MD1641'FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 MD1641'STAMPED 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
 MD1641'CORNER OF THE HOUSE AND 21 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 MD1641'A SHED.  THE MARK IS FLUSH WITH THE
 MD1641'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
 MD1641'WEST OF THE FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 MD1641'STAMPED LIBERTY 1947.
 MD1641'
 MD1641'TO REACH THE STATION FROM THE INTERSECTION OF E. MAIN AND N. MILL
 MD1641'STREETS IN NORTH MANCHESTER, GO
 MD1641'NORTH ON N. MILL STREET FOR 0.45 MILE TO E. SEVENTH STREET, TURN
 MD1641'RIGHT AND GO 0.35 MILE TO EAST
 MD1641'STREET, TURN LEFT AND GO 0.95 MILE TO T-ROAD RIGHT, TURN RIGHT
 MD1641'AND GO 1.85 MILES TO THE STATION ON THE
 MD1641'LEFT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD FOR
 MD1641'0.35 MILE TO JUDY FAIRVIEW STOCK FARM ON THE LEFT AND THE
 MD1641'AZIMUTH MARK 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 = OCTOBER  6, 2006
 JA1899 ***********************************************************************
 JA1899  DESIGNATION -  LIBERTY
 JA1899  PID         -  JA1899
 JA1899  STATE/COUNTY-  IN/LAWRENCE
 JA1899  USGS QUAD   -  GEORGIA (1993)
 JA1899
 JA1899                         *CURRENT SURVEY CONTROL
 JA1899  ___________________________________________________________________
 JA1899* NAD 83(1997)-  38 41 35.00743(N)    086 32 32.42164(W)     ADJUSTED  
 JA1899* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 JA1899  ___________________________________________________________________
 JA1899  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 JA1899  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JA1899
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1899
 JA1899.The geoid height was determined by GEOID03.
 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     -   0.99996237  x   0.99999393  =   0.99995630
 JA1899!UTM  16      -   0.99996237  x   0.99961951  =   0.99958189
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1899.See file dsdata.txt to determine how the superseded data were derived.
 JA1899
 JA1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3980082815(NAD 83)
 JA1899_MARKER: DS = TRIANGULATION STATION DISK
 JA1899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1899_STAMPING: LIBERTY 1946
 JA1899_PROJECTION: FLUSH
 JA1899_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 JA1899'MITCHELL, ABOUT 4 MILES NORTH FROM ORANGEVILLE AND
 JA1899'0.25 MILE NORTHEAST FROM THE
 JA1899'LIBERTY CHURCH.  IT IS 0.1 MILE
 JA1899'NORTHEAST FROM THE FARMHOUSE OF MR JOSEPH
 JA1899'HILLS, 31 FEET SOUTH OF A
 JA1899'36-INCH TULIP TREE AND 6 FEET NORTH OF A WHITE WITNESS POST.
 JA1899'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
 JA1899'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
 JA1899'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
 JA1899'TO THE STATION, 15 FEET NORTH OF A GATE AND 3 FEET
 JA1899'SOUTH OF A WHITE WITNESS POST.  THE
 JA1899'MARK PROJECTS 6 INCHES AND THE
 JA1899'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
 JA1899'FOR 3.8 MILES, THEN TURN LEFT ON A GRAVEL ROAD AND GO
 JA1899'SOUTH FOR 0.25 MILES, THEN TURN
 JA1899'LEFT AT A LEFT TURN IN THE ROAD AND
 JA1899'GO ABOUT 50 FEET TO A SIDE ROAD RIGHT, TURN RIGHT
 JA1899'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
 JA1899'BOARD GATE ON THE LEFT WHICH IS JUST NORTH OF MR
 JA1899'HILLS BARN, GO THROUGH THE GATE AND
 JA1899'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 = OCTOBER  6, 2006
 JZ3280 ***********************************************************************
 JZ3280  DESIGNATION -  LIBERTY COURTHOUSE FINIAL
 JZ3280  PID         -  JZ3280
 JZ3280  STATE/COUNTY-  IN/UNION
 JZ3280  USGS QUAD   -  LIBERTY (1974)
 JZ3280
 JZ3280                         *CURRENT SURVEY CONTROL
 JZ3280  ___________________________________________________________________
 JZ3280* NAD 83(1997)-  39 38 06.54524(N)    084 55 49.11018(W)     ADJUSTED  
 JZ3280* NAVD 88     -                                                        
 JZ3280  ___________________________________________________________________
 JZ3280  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 JZ3280  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JZ3280
 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
 JZ3280.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3280
 JZ3280.The geoid height was determined by GEOID03.
 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;UTM  16      - 4,389,310.698   677,612.187   MT  0.99998840   +1 19 14.1
 JZ3280
 JZ3280                          SUPERSEDED SURVEY CONTROL
 JZ3280
 JZ3280  NAD 83(1995)-  39 38 06.54554(N)    084 55 49.11061(W) AD(       ) 4
 JZ3280  NAD 83(1986)-  39 38 06.55214(N)    084 55 49.12224(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3280.See file dsdata.txt to determine how the superseded data were derived.
 JZ3280
 JZ3280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7761289311(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3279 ***********************************************************************
 JZ3279  DESIGNATION -  LIBERTY MUNICIPAL TANK
 JZ3279  PID         -  JZ3279
 JZ3279  STATE/COUNTY-  IN/UNION
 JZ3279  USGS QUAD   -  LIBERTY (1974)
 JZ3279
 JZ3279                         *CURRENT SURVEY CONTROL
 JZ3279  ___________________________________________________________________
 JZ3279* NAD 83(1997)-  39 38 22.61718(N)    084 55 31.86455(W)     ADJUSTED  
 JZ3279* NAVD 88     -                                                        
 JZ3279  ___________________________________________________________________
 JZ3279  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 JZ3279  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JZ3279
 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
 JZ3279.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3279
 JZ3279.The geoid height was determined by GEOID03.
 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;UTM  16      - 4,389,815.725   678,011.866   MT  0.99999015   +1 19 25.6
 JZ3279
 JZ3279                          SUPERSEDED SURVEY CONTROL
 JZ3279
 JZ3279  NAD 83(1995)-  39 38 22.61750(N)    084 55 31.86498(W) AD(       ) 4
 JZ3279  NAD 83(1986)-  39 38 22.62415(N)    084 55 31.87659(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3279.See file dsdata.txt to determine how the superseded data were derived.
 JZ3279
 JZ3279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7801289816(NAD 83)
 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 = OCTOBER  6, 2006
 ME2475 ***********************************************************************
 ME2475  DESIGNATION -  LIBERTY TWP MICROWAV KSA 45 LT
 ME2475  PID         -  ME2475
 ME2475  STATE/COUNTY-  IN/PORTER
 ME2475  USGS QUAD   -  CHESTERTON (1991)
 ME2475
 ME2475                         *CURRENT SURVEY CONTROL
 ME2475  ___________________________________________________________________
 ME2475* NAD 83(1997)-  41 31 49.40746(N)    087 02 03.65228(W)     ADJUSTED  
 ME2475* NAVD 88     -                                                        
 ME2475  ___________________________________________________________________
 ME2475  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 ME2475  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 ME2475
 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
 ME2475.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2475
 ME2475.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2475
 ME2475  NAD 83(1994)-  41 31 49.41266(N)    087 02 03.65510(W) AD(       ) 4
 ME2475  NAD 83(1986)-  41 31 49.41260(N)    087 02 03.65518(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2475.See file dsdata.txt to determine how the superseded data were derived.
 ME2475
 ME2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9713597639(NAD 83)
 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 = OCTOBER  6, 2006
 JA1719 ***********************************************************************
 JA1719  DESIGNATION -  LICKING
 JA1719  PID         -  JA1719
 JA1719  STATE/COUNTY-  IN/WASHINGTON
 JA1719  USGS QUAD   -  PALMYRA (1994)
 JA1719
 JA1719                         *CURRENT SURVEY CONTROL
 JA1719  ___________________________________________________________________
 JA1719* NAD 83(1997)-  38 26 42.61473(N)    086 05 30.04403(W)     ADJUSTED  
 JA1719* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 JA1719  ___________________________________________________________________
 JA1719  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 JA1719  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 JA1719
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1719
 JA1719.The geoid height was determined by GEOID03.
 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     -   0.99996792  x   0.99998361  =   0.99995153
 JA1719!UTM  16      -   0.99996792  x   0.99967737  =   0.99964530
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1719.See file dsdata.txt to determine how the superseded data were derived.
 JA1719
 JA1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7926455600(NAD 83)
 JA1719_MARKER: DS = TRIANGULATION STATION DISK
 JA1719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD1191 ***********************************************************************
 MD1191  DESIGNATION -  LIGONIER
 MD1191  PID         -  MD1191
 MD1191  STATE/COUNTY-  IN/NOBLE
 MD1191  USGS QUAD   -  LIGONIER (1979)
 MD1191
 MD1191                         *CURRENT SURVEY CONTROL
 MD1191  ___________________________________________________________________
 MD1191* NAD 83(1997)-  41 27 14.02233(N)    085 35 16.08144(W)     ADJUSTED  
 MD1191* NAVD 88     -       282.02   (meters)     925.3    (feet)  RESET     
 MD1191  ___________________________________________________________________
 MD1191  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 MD1191  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 MD1191
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1191
 MD1191.The geoid height was determined by GEOID03.
 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     -   0.99996099  x   0.99996720  =   0.99992819
 MD1191!UTM  16      -   0.99996099  x   0.99977121  =   0.99973221
 MD1191
 MD1191:                Primary Azimuth Mark                     Grid Az
 MD1191:SPC IN E     -  LIGONIER AZ MK                           024 14 57.8
 MD1191:UTM  16      -  LIGONIER AZ MK                           023 21 59.8
 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 1947        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 (04/16/04)  282.15   (m)          925.7    (f) RESET       3  
 MD1191
 MD1191.Superseded values are not recommended for survey control.
 MD1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1191.See file dsdata.txt to determine how the superseded data were derived.
 MD1191
 MD1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1795190108(NAD 83)
 MD1191_MARKER: DS = TRIANGULATION STATION DISK
 MD1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1191_SP_SET: 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     SEE DESCRIPTION  CGS
 MD1191  HISTORY     - 1973     SEE DESCRIPTION  BRADY
 MD1191  HISTORY     - 1974     SEE DESCRIPTION  CGS
 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 COAST AND 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 = OCTOBER  6, 2006
 MD1073 ***********************************************************************
 MD1073  DESIGNATION -  LIGONIER
 MD1073  PID         -  MD1073
 MD1073  STATE/COUNTY-  IN/NOBLE
 MD1073  USGS QUAD   -  LIGONIER (1979)
 MD1073
 MD1073                         *CURRENT SURVEY CONTROL
 MD1073  ___________________________________________________________________
 MD1073* NAD 83(1986)-  41 27 52.     (N)    085 35 19.     (W)     SCALED    
 MD1073* NAVD 88     -       269.933  (meters)     885.61   (feet)  ADJUSTED  
 MD1073  ___________________________________________________________________
 MD1073  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 MD1073  DYNAMIC HT  -         269.822 (meters)     885.24  (feet)  COMP
 MD1073  MODELED GRAV-     980,204.9   (mgal)                       NAVD 88
 MD1073
 MD1073  VERT ORDER  -  SECOND    CLASS 0
 MD1073
 MD1073.The horizontal coordinates were scaled from a topographic map and have
 MD1073.an estimated accuracy of +/- 6 seconds.
 MD1073
 MD1073.The orthometric height was determined by differential leveling
 MD1073.and adjusted by the National Geodetic Survey in June 1991..
 MD1073
 MD1073.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1073.See file dsdata.txt to determine how the superseded data were derived.
 MD1073
 MD1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL178912(NAD 83)
 MD1073_MARKER: DB = BENCH MARK DISK
 MD1073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1073_SP_SET: STEP
 MD1073_STAMPING: LIGONIER 1934
 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             NGS
 MD1073  HISTORY     - 1961     GOOD             NGS
 MD1073
 MD1073                          STATION DESCRIPTION
 MD1073
 MD1073'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1961
 MD1073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1627 ***********************************************************************
 MD1627  DESIGNATION -  LIGONIER LYONS AND GRNLEAF STK
 MD1627  PID         -  MD1627
 MD1627  STATE/COUNTY-  IN/NOBLE
 MD1627  USGS QUAD   -  LIGONIER (1979)
 MD1627
 MD1627                         *CURRENT SURVEY CONTROL
 MD1627  ___________________________________________________________________
 MD1627* NAD 83(1997)-  41 28 03.76368(N)    085 35 18.37912(W)     ADJUSTED  
 MD1627* NAVD 88     -                                                        
 MD1627  ___________________________________________________________________
 MD1627  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 MD1627  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 MD1627
 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
 MD1627.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1627
 MD1627.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1627
 MD1627  NAD 83(1995)-  41 28 03.76547(N)    085 35 18.38667(W) AD(       ) 4
 MD1627  NAD 83(1986)-  41 28 03.76573(N)    085 35 18.38949(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1627.See file dsdata.txt to determine how the superseded data were derived.
 MD1627
 MD1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1787391641(NAD 83)
 MD1627
 MD1627  HISTORY     - Date     Condition        Report By
 MD1627  HISTORY     - 1947     MONUMENTED       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 = OCTOBER  6, 2006
 MD1192 ***********************************************************************
 MD1192  DESIGNATION -  LIGONIER RM 1
 MD1192  PID         -  MD1192
 MD1192  STATE/COUNTY-  IN/NOBLE
 MD1192  USGS QUAD   -  LIGONIER (1979)
 MD1192
 MD1192                         *CURRENT SURVEY CONTROL
 MD1192  ___________________________________________________________________
 MD1192* NAD 83(1986)-  41 27 13.     (N)    085 35 16.     (W)     SCALED    
 MD1192* NAVD 88     -       280.60   (meters)     920.6    (feet)  RESET     
 MD1192  ___________________________________________________________________
 MD1192  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 MD1192
 MD1192  VERT ORDER  -  THIRD
 MD1192
 MD1192.The horizontal coordinates were scaled from a topographic map and have
 MD1192.an estimated accuracy of +/- 6 seconds.
 MD1192
 MD1192.The orthometric height was computed from unverified reset data.
 MD1192
 MD1192.The geoid height was determined by GEOID03.
 MD1192
 MD1192;                    North         East    Units  Estimated Accuracy
 MD1192;SPC IN E     -   688,940.      106,590.      MT  (+/- 180 meters Scaled)
 MD1192
 MD1192                          SUPERSEDED SURVEY CONTROL
 MD1192
 MD1192  NGVD 29 (04/16/04)  280.72   (m)          921.0    (f) RESET       3  
 MD1192
 MD1192.Superseded values are not recommended for survey control.
 MD1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1192.See file dsdata.txt to determine how the superseded data were derived.
 MD1192
 MD1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL179900(NAD 83)
 MD1192_MARKER: DR = REFERENCE MARK DISK
 MD1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1192_STAMPING: LIGONIER NO 1 1947
 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 = OCTOBER  6, 2006
 MD1193 ***********************************************************************
 MD1193  DESIGNATION -  LIGONIER RM 2
 MD1193  PID         -  MD1193
 MD1193  STATE/COUNTY-  IN/NOBLE
 MD1193  USGS QUAD   -  LIGONIER (1979)
 MD1193
 MD1193                         *CURRENT SURVEY CONTROL
 MD1193  ___________________________________________________________________
 MD1193* NAD 83(1986)-  41 27 13.     (N)    085 35 16.     (W)     SCALED    
 MD1193* NAVD 88     -       282.43   (meters)     926.6    (feet)  RESET     
 MD1193  ___________________________________________________________________
 MD1193  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 MD1193
 MD1193  VERT ORDER  -  THIRD
 MD1193
 MD1193.The horizontal coordinates were scaled from a topographic map and have
 MD1193.an estimated accuracy of +/- 6 seconds.
 MD1193
 MD1193.The orthometric height was computed from unverified reset data.
 MD1193
 MD1193.The geoid height was determined by GEOID03.
 MD1193
 MD1193;                    North         East    Units  Estimated Accuracy
 MD1193;SPC IN E     -   688,940.      106,590.      MT  (+/- 180 meters Scaled)
 MD1193
 MD1193                          SUPERSEDED SURVEY CONTROL
 MD1193
 MD1193  NGVD 29 (04/16/04)  282.56   (m)          927.0    (f) RESET       3  
 MD1193
 MD1193.Superseded values are not recommended for survey control.
 MD1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1193.See file dsdata.txt to determine how the superseded data were derived.
 MD1193
 MD1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL179900(NAD 83)
 MD1193_MARKER: DR = REFERENCE MARK DISK
 MD1193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1193_SP_SET: TOWER BASE
 MD1193_STAMPING: LIGONIER NO 2 1947
 MD1193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JA1813 ***********************************************************************
 JA1813  DESIGNATION -  LILLY
 JA1813  PID         -  JA1813
 JA1813  STATE/COUNTY-  IN/PERRY
 JA1813  USGS QUAD   -  GATCHEL (1993)
 JA1813
 JA1813                         *CURRENT SURVEY CONTROL
 JA1813  ___________________________________________________________________
 JA1813* NAD 83(1997)-  38 02 33.37486(N)    086 39 31.54044(W)     ADJUSTED  
 JA1813* NAVD 88     -       214.50   (+/-2cm)     703.7    (feet)  VERTCON   
 JA1813  ___________________________________________________________________
 JA1813  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 JA1813  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JA1813
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1813
 JA1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1813
 JA1813.The geoid height was determined by GEOID03.
 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  =   0.99958248
 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 (07/19/86)  214.60   (m)          704.1    (f) LEVELING    3  
 JA1813
 JA1813.Superseded values are not recommended for survey control.
 JA1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1813.See file dsdata.txt to determine how the superseded data were derived.
 JA1813
 JA1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2994310597(NAD 83)
 JA1813_MARKER: DS = TRIANGULATION STATION DISK
 JA1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1813'STATE HIGHWAY 37, 45 FEET SOUTH OF A GRAVEL ROAD, AND 2
 JA1813'FEET NORTH OF A WHITE POST.  THE
 JA1813'MARK PROJECTS 4 INCHES AND THE DISK
 JA1813'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
 JA1813'FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  THE
 JA1813'MARK PROJECTS 4 INCHES AND THE DISK
 JA1813'IS STAMPED LILLY NO 1 1946.
 JA1813'
 JA1813'REFERENCE MARK NO 2 IS 101.56 FEET SOUTHEAST OF THE STATION, 43 FEET
 JA1813'SOUTH OF THE TOOL SHED,
 JA1813'AND 38 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 JA1813'THE MARK PROJECTS 4 INCHES AND
 JA1813'THE DISK IS STAMPED LILLY NO 2 1946.
 JA1813'
 JA1813'THE AZIMUTH MARK IS SOUTH OF THE STATION, 34 FEET EAST OF THE
 JA1813'CENTERLINE OF THE HIGHWAY, 2
 JA1813'FEET SOUTH OF A TELEPHONE POLE, AND 2 FEET NORTH OF A
 JA1813'WHITE POST.  THE MARK
 JA1813'PROJECTS 6 INCHES AND THE DISK IS STAMPED LILLY 1946.
 JA1813'
 JA1813'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND STATE
 JA1813'HIGHWAY 37 IN THE
 JA1813'NORTHWEST EDGE OF TELL CITY, GO NORTHEAST ON STATE HIGHWAY 37 FOR
 JA1813'8.7 MILES TO THE STATION.
 JA1813'
 JA1813'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2233 ***********************************************************************
 ME2233  DESIGNATION -  LINCOLN
 ME2233  PID         -  ME2233
 ME2233  STATE/COUNTY-  IN/ST JOSEPH
 ME2233  USGS QUAD   -  SOUTH BEND EAST (1992)
 ME2233
 ME2233                         *CURRENT SURVEY CONTROL
 ME2233  ___________________________________________________________________
 ME2233* NAD 83(1997)-  41 39 28.66225(N)    086 13 37.21020(W)     ADJUSTED  
 ME2233* NAVD 88     -       222.75   (+/-2cm)     730.8    (feet)  VERTCON   
 ME2233  ___________________________________________________________________
 ME2233  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 ME2233  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 ME2233
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2233
 ME2233.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2233
 ME2233.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  222.87   (m)          731.2    (f) LEVELING    3  
 ME2233
 ME2233.Superseded values are not recommended for survey control.
 ME2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2233.See file dsdata.txt to determine how the superseded data were derived.
 ME2233
 ME2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6436012090(NAD 83)
 ME2233_MARKER: DS = TRIANGULATION STATION DISK
 ME2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2375 ***********************************************************************
 ME2375  DESIGNATION -  LINCOLN
 ME2375  PID         -  ME2375
 ME2375  STATE/COUNTY-  IN/PULASKI
 ME2375  USGS QUAD   -  RIPLEY (1962)
 ME2375
 ME2375                         *CURRENT SURVEY CONTROL
 ME2375  ___________________________________________________________________
 ME2375* NAD 83(1997)-  41 03 18.84005(N)    086 41 36.19517(W)     ADJUSTED  
 ME2375* NAVD 88     -       217.     (meters)     712.     (feet)  SCALED    
 ME2375  ___________________________________________________________________
 ME2375  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 ME2375  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 ME2375
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2375
 ME2375.The geoid height was determined by GEOID03.
 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  =   0.99995115
 ME2375!UTM  16      -   0.99997126  x   0.99960817  =   0.99957944
 ME2375
 ME2375:                Primary Azimuth Mark                     Grid Az
 ME2375:SPC IN W     -  WINAMAC MUNICIPAL STANDPIPE              088 12 00.4
 ME2375:UTM  16      -  WINAMAC MUNICIPAL STANDPIPE              088 15 17.4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2375.See file dsdata.txt to determine how the superseded data were derived.
 ME2375
 ME2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2576544934(NAD 83)
 ME2375_MARKER: DS = TRIANGULATION STATION DISK
 ME2375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2375'MEDARYVILLE AND 4 MILES WEST OF WINAMAC, ON PROPERTY OWNED BY
 ME2375'VALENTINE OCHS OF CROWN POINT.  IT IS
 ME2375'61 FEET EAST-NORTHEAST OF THE NORTH CORNER OF THE HOUSE, 59 FEET
 ME2375'SOUTH OF THE CENTER OF STATE HIGHWAY 14,
 ME2375'33 FEET SOUTH OF A POWER LINE POLE AND 26.6 FEET
 ME2375'SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 ME2375'DISK IS STAMPED 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
 ME2375'THE HOUSE AND 30 FEET WEST OF A 20-INCH OAK TREE.  THE MARK IS FLUSH
 ME2375'AND THE DISK IS STAMPED LINCOLN NO 1
 ME2375'1947.
 ME2375'
 ME2375'REFERENCE MARK NO. 2 IS 90.85 FEET WEST OF THE STATION.  IT IS 81
 ME2375'FEET SOUTH OF THE CENTER OF
 ME2375'STATE HIGHWAY 14, 44 FEET NORTH OF THE NORTH CORNER OF THE HOUSE AND
 ME2375'11 FEET WEST OF THE CENTER OF AN
 ME2375'ENTRANCE DRIVE.  THE MARK IS FLUSH AND THE DISK IS STAMPED LINCOLN
 ME2375'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
 ME2375'OF STATE HIGHWAY 14 AND A GRAVEL CROSSROAD, 31 FEET NORTH OF HIGHWAY
 ME2375'14, 14 FEET EAST OF A POWER LINE
 ME2375'POLE, 1 FOOT SOUTH OF A FENCELINE AND 1 FOOT EAST OF A
 ME2375'WHITE WITNESS 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
 ME2375'THE JUNCTION OF STATE HIGHWAY 14.  TURN LEFT AND GO WEST ON HIGHWAY
 ME2375'14 4.7 MILES TO THE STATION ON THE
 ME2375'LEFT AS 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
 ME2375'IS ADEQUATE WITH THE EXCEPTION THAT THE DIRECTION TO REFERENCE MARK
 ME2375'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
 ME2375'HOUSE MENTIONED IN
 ME2375'THE DESCRIPTION HAS BEEN TORN DOWN.  A NEW DESCRIPTION FOLLOWS.
 ME2375'
 ME2375'THE STATION IS LOCATED 11 MILES NORTHEAST OF FRANCISVILLE, ON THE
 ME2375'PROPERTY OF MR.
 ME2375'VALENTINE OCHS, 1 FOOT WEST OF A METAL WITNESS POST,
 ME2375'59 FEET SOUTH OF THE CENTERLINE OF
 ME2375'THE HIGHWAY, 36 FEET SOUTHEAST OF
 ME2375'A POWER POLE AND 88 FEET EAST OF THE CENTERLINE OF A
 ME2375'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
 ME2375'STATE HIGHWAY 14
 ME2375'IN WINAMAC, GO WEST ON HIGHWAY 14 FOR 4.7 MILES TO
 ME2375'THE STATION ON THE LEFT. CONTINUE
 ME2375'WEST ON THE HIGHWAY FOR 0.3 MILE
 ME2375'TO THE 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
 ME2375'INCH OAK TREE, 37 FEET NORTHWEST OF A 20 INCH OAK
 ME2375'TREE AND 150 FEET SOUTH OF THE
 ME2375'CENTERLINE OF THE HIGHWAY.  THE MONUMENT
 ME2375'IS FLUSH AND THE DISK IS STAMPED LINCOLN NO-1
 ME2375'1947.
 ME2375'
 ME2375'REFERENCE MARK 2 IS 1 FOOT EAST OF A METAL WITNESS POST, 81 FEET
 ME2375'SOUTH OF THE
 ME2375'CENTERLINE OF THE HIGHWAY, 16 FEET EAST OF THE CENTERLINE
 ME2375'OF THE DRIVEWAY, 16 FEET
 ME2375'NORTHEAST OF A 12 INCH WILD CHERRY TREE,
 ME2375'AND 27 FEET SOUTHEAST OF A 30 INCH OAK
 ME2375'TREE.  THE MONUMENT IS FLUSH
 ME2375'AND THE DISK IS STAMPED LINCOLN NO-2 1947.
 ME2375'
 ME2375'THE AZIMUTH MARK IS 30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 ME2375'14 FEET EAST OF A
 ME2375'POWER POLE, 1 FOOT SOUTH OF A METAL WITNESS POST,
 ME2375'195 FEET WEST OF THE CENTERLINE OF A
 ME2375'GRAVELED ROAD AND 124 FEET EAST
 ME2375'OF THE CENTERLINE OF A DRIVEWAY NORTH.  THE MONUMENT
 ME2375'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 = OCTOBER  6, 2006
 LB2374 ***********************************************************************
 LB2374  DESIGNATION -  LINCOLN
 LB2374  PID         -  LB2374
 LB2374  STATE/COUNTY-  IN/CASS
 LB2374  USGS QUAD   -  GALVESTON (1994)
 LB2374
 LB2374                         *CURRENT SURVEY CONTROL
 LB2374  ___________________________________________________________________
 LB2374* NAD 83(1997)-  40 34 18.55344(N)    086 14 33.28633(W)     ADJUSTED  
 LB2374* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 LB2374  ___________________________________________________________________
 LB2374  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 LB2374  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 LB2374
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2374
 LB2374.The geoid height was determined by GEOID03.
 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     -   0.99996665  x   0.99999593  =   0.99996258
 LB2374!UTM  16      -   0.99996665  x   0.99965059  =   0.99961725
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2374.See file dsdata.txt to determine how the superseded data were derived.
 LB2374
 LB2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6411191502(NAD 83)
 LB2374_MARKER: DS = TRIANGULATION STATION DISK
 LB2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2374
 LB2374  HISTORY     - Date     Condition        Report By
 LB2374  HISTORY     - 1954     MONUMENTED       CGS
 LB2374  HISTORY     - 1958     GOOD             USE
 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 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 = OCTOBER  6, 2006
 JA1844 ***********************************************************************
 JA1844  DESIGNATION -  LINCOLN PARK LOOKOUT TOWER
 JA1844  PID         -  JA1844
 JA1844  STATE/COUNTY-  IN/SPENCER
 JA1844  USGS QUAD   -  SANTA CLAUS (1980)
 JA1844
 JA1844                         *CURRENT SURVEY CONTROL
 JA1844  ___________________________________________________________________
 JA1844* NAD 83(1997)-  38 05 48.30166(N)    086 59 24.36412(W)     ADJUSTED  
 JA1844* NAVD 88     -                                                        
 JA1844  ___________________________________________________________________
 JA1844  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 JA1844  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 JA1844
 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
 JA1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1844
 JA1844.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1844
 JA1844  NAD 83(1993)-  38 05 48.30395(N)    086 59 24.36492(W) AD(       ) 4
 JA1844  NAD 83(1986)-  38 05 48.30966(N)    086 59 24.36703(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1844.See file dsdata.txt to determine how the superseded data were derived.
 JA1844
 JA1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0086816550(NAD 83)
 JA1844_MARKER: 57 = LOOKOUT TOWER
 JA1844
 JA1844  HISTORY     - Date     Condition        Report By
 JA1844  HISTORY     - 1946     FIRST OBSERVED   CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1840 ***********************************************************************
 JA1840  DESIGNATION -  LINCOLN RESET
 JA1840  PID         -  JA1840
 JA1840  STATE/COUNTY-  IN/SPENCER
 JA1840  USGS QUAD   -  SANTA CLAUS (1980)
 JA1840
 JA1840                         *CURRENT SURVEY CONTROL
 JA1840  ___________________________________________________________________
 JA1840* NAD 83(1997)-  38 06 49.17321(N)    086 59 57.53656(W)     ADJUSTED  
 JA1840* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 JA1840  ___________________________________________________________________
 JA1840  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 JA1840  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 JA1840
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1840
 JA1840.The geoid height was determined by GEOID03.
 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     -   0.99998067  x   0.99996733  =   0.99994800
 JA1840!UTM  16      -   0.99998067  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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1840.See file dsdata.txt to determine how the superseded data were derived.
 JA1840
 JA1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0006018426(NAD 83)
 JA1840_MARKER: DS = TRIANGULATION STATION DISK
 JA1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1840
 JA1840  HISTORY     - Date     Condition        Report By
 JA1840  HISTORY     - 1946     MONUMENTED       CGS
 JA1840  HISTORY     - 1965     GOOD             CGS
 JA1840  HISTORY     - 1966     GOOD             CGS
 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
 JA1840'345, 0.2 MILE WEST OF THE LINCOLN MEMORIAL, AND
 JA1840'ABOUT 1.5 MILES SOUTH OF LINCOLN
 JA1840'CITY.  IT IS 42.5 FEET NORTH OF THE
 JA1840'CENTERLINE OF HIGHWAY 162.  THE MARK PROJECTS 4
 JA1840'INCHES AND THE DISK
 JA1840'IS STAMPED LINCOLN 1946.
 JA1840'
 JA1840'REFERENCE MARK NO 1 IS 75.28 FEET EAST OF THE STATION, 39.5 FEET
 JA1840'NORTH OF THE CENTERLINE OF
 JA1840'THE HIGHWAY.  THE MARK PROJECTS 4 INCHES AND THE DISK
 JA1840'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
 JA1840'THE CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS
 JA1840'4 INCHES AND THE DISK IS STAMPED
 JA1840'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
 JA1840'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 25.5
 JA1840'FEET SOUTHEAST OF A TELEPHONE
 JA1840'POLE.  THE MARK PROJECTS 4 INCHES AND
 JA1840'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
 JA1840'AND FOUND IN EXCELLENT CONDITION.  ALL MEASURMENTS BETWEEN
 JA1840'THE STATION AND THE
 JA1840'REFERENCE MARKS WERE CHECKED AND FOUND CORRECT.
 JA1840'THE DISK IN THE AZIMUTH MARK WAS BADLY
 JA1840'MUTILATED AND PART OF THE DISK
 JA1840'WAS BROKEN OFF, BUT THE CONCRETE MONUMENT WAS SOLID AND
 JA1840'SHOWED NO
 JA1840'EVIDENCE OF HAVING EVER BEEN DISTURBED.
 JA1840'
 JA1840'DUE TO CONSTRUCTION WORK IN A NEW UTILITY AREA OF THE LINCOLN
 JA1840'MEMORIAL NATIONAL
 JA1840'HISTORICAL PARK, THE STATION MARK WAS ENDANGERED,
 JA1840'THEREFORE, THE STATION MARKS WERE
 JA1840'LOWERED APPROXIMATELY FOUR FEET, IN
 JA1840'THEIR EXACT, ORIGINAL POSITION, AND THE DISK WERE
 JA1840'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
 JA1840'REMOVED AND A BELL-SHAPED OPENING ABOUT FIVE INCHES IN
 JA1840'DIAMETER WAS CHISELED INTO THE
 JA1840'TOP OF THE MONUMENT, INTO WHICH A NEW
 JA1840'DISK WAS FIRMLY CEMENTED.
 JA1840'
 JA1840'THIS WAS NOT OCCUPIED STATION, AS EXTENSIVE CLEARING WOULD BE
 JA1840'REQUIRED TO MAKE THE
 JA1840'STATION AND THE AZIMUTH MARK INTERVISIBLE, AND SUCH CLEARING WAS
 JA1840'NOT DESIRED BY THE
 JA1840'PARK OFFICIALS.  A STEEL SIGNAL AT THIS STATION
 JA1840'WILL BE REQUIRED FOR ANY FUTURE OBERVATIONS.
 JA1840'
 JA1840'UPON COMPLETION OF ALL CONSTRUCTION WORK, DISTANCE MEASUREMENTS
 JA1840'SHOULD BE MADE FOR ALL
 JA1840'MARKS, HOWEVER, THE ORIGINAL TO REACH WILL LOCATE THE STATION
 JA1840'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
 JA1840'1965 RECOVERY NOTE AND FOUND IN GOOD CONDITION.
 JA1840'REFERENCE MARK NO 1 WHICH WAS
 JA1840'REMOVED TO PERMIT GRADING OPERATIONS
 JA1840'WAS RESET AT THIS TIME IN A NEW LOCATION AND THE
 JA1840'DISK WAS ALTERED
 JA1840'ACCORDINGLY.  DUE TO NUMEROUS TREES ON LINE BETWEEN THE STATION AND
 JA1840'THE AZIMUTH
 JA1840'MARK, THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE
 JA1840'GROUND AND NONE OF THE
 JA1840'INTERSECTION STATIONS OBSERVED UPON IN 1946
 JA1840'ARE VG.  THE NEW REFERENCE MARK NO 3 WAS
 JA1840'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
 JA1840'NATIONAL MEMORIAL ABOUT 0.5 MILE SOUTH OF THE POST
 JA1840'OFFICE IN LINCOLN CITY AND 0.2
 JA1840'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
 JA1840'ABOUT 0.1 MILE TO STATE ROUTE 345, HERE TURN RIGHT, SOUTH,
 JA1840'ON STATE ROUTE 345 FOR 0.5
 JA1840'MILE TO THE ENTRANCE INTO THE LINCOLN
 JA1840'BOYHOOD NATIONAL MEMORIAL HEADQUARTERS ON THE
 JA1840'LEFT AND THE SERVICE
 JA1840'DRIVE LEADING INTO THE UTILITIES AREA ON THE RIGHT.  HERE TURN
 JA1840'RIGHT, WEST ON THE
 JA1840'SERVICE DRIVE AND GO 0.05 MILE TO THE STATION ON THE
 JA1840'RIGHT AS DESCRIBED.
 JA1840'
 JA1840'THE STATION IS 158 FEET EAST OF THE SOUTHEAST CORNER OF THE SERVICE
 JA1840'BUILDING, 43.5 FEET
 JA1840'SOUTHWEST OF THE SOUTHWEST CORNER OF THE PARK
 JA1840'SUPERINTENDENTS GARAGE, 40
 JA1840'FEET WEST OF THE APPROXIMATE CENTER OF A
 JA1840'DRIVEWAY, 21 FEET NORTH OF THE APPROXIMATE
 JA1840'CENTER OF THE SERVICE
 JA1840'DRIVE, AND 11 FEET EAST OF A YELLOW FIRE HYDRANT.  IT IS A
 JA1840'STANDARD DISK
 JA1840'SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 JA1840'AND THE DISK IS STAMPED
 JA1840'LINCOLN 1946 1965.
 JA1840'
 JA1840'REFERENCE MARK NO 2 IS ACROSS THE SERVICE DRIVE SOUTH OF THE STATION,
 JA1840'62 FEET SOUTH OF THE
 JA1840'APPROXIMATE CENTER OF THE SERVICE DRIVE, 45 FEET NORTH
 JA1840'OF THE APPROXIMATE CENTER OF
 JA1840'STATE ROUTE 162, 29 FEET WEST OF THE
 JA1840'MOST SOUTHERLY ON OF TWO 12-INCH ASH TREES, AND
 JA1840'NEAR THE EDGE OF THE
 JA1840'NORTH BANK OF A HIGHWAY CUT.  IT IS A STANDARD DISK SET IN THE TOP
 JA1840'OF A 12-INCH,
 JA1840'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
 JA1840'A HIGHWAY RIGHT-OF-WAY MARKER POST, 28 FEET SOUTH OF
 JA1840'THE APPROXIMATE CENTER OF THE
 JA1840'SERVICE DRIVE, 13.5 FEET WEST OF AN
 JA1840'8-INCH MAPLE TREE, 4 FEET EAST-NORTHEAST OF A
 JA1840'12-INCH MAPLE TREE, AND
 JA1840'AT THE NORTH EDGE OF A WOODED AREA.  IT IS A STANDARD DISK SET
 JA1840'IN THE TOP OF A
 JA1840'12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 JA1840'AND THE DISK IS STAMPED
 JA1840'LINCOLN NO 3 1946 1966.
 JA1840'
 JA1840'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO 2 AND
 JA1840'REFERENCE MARK NO 3 IS
 JA1840'100.92 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
 JA1840'THE STATION.  IT IS 89 FEET SOUTH OF TELEPHONE POLE NO
 JA1840'3219, 69 FEET NORTH OF TELEPHONE
 JA1840'POLE NO 3220, 25 FEET EAST OF THE
 JA1840'APPROXIMATE CENTER OF STATE ROUTE 345, 0.6 FOOT
 JA1840'WEST OF A METAL
 JA1840'WITNESS POST AND SIGN, AND NEAR THE WEST EDGE OF A CULTIVATED
 JA1840'FIELD.  IT IS A
 JA1840'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 JA1840'MONUMENT THAT PROJECTS 3
 JA1840'INCHES AND THE DISK IS STAMPED LINCOLN 1946.
 JA1840'
 JA1840'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN LINCOLN CITY, GO
 JA1840'EAST ON A PAVED STREET
 JA1840'FOR ABOUT 0.1 MILE TO STATE ROUTE 345, HERE TURN LEFT
 JA1840'AND GO NORTHERLY ON STATE ROUTE
 JA1840'345 FOR 1.9 MILES TO THE MARK ON THE
 JA1840'RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1811 ***********************************************************************
 MD1811  DESIGNATION -  LINE
 MD1811  PID         -  MD1811
 MD1811  STATE/COUNTY-  IN/DE KALB
 MD1811  USGS QUAD   -  BUTLER EAST (1994)
 MD1811
 MD1811                         *CURRENT SURVEY CONTROL
 MD1811  ___________________________________________________________________
 MD1811* NAD 83(1997)-  41 26 18.49894(N)    084 48 17.74783(W)     ADJUSTED  
 MD1811* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 MD1811  ___________________________________________________________________
 MD1811  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 MD1811  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MD1811
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1811
 MD1811.The geoid height was determined by GEOID03.
 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;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  =   0.99999513
 MD1811!SPC OH N     -   0.99996466  x   0.99996004  =   0.99992470
 MD1811!UTM  16      -   0.99996466  x   1.00001389  =   0.99997855
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1811.See file dsdata.txt to determine how the superseded data were derived.
 MD1811
 MD1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8338689759(NAD 83)
 MD1811_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1811
 MD1811  HISTORY     - Date     Condition        Report By
 MD1811  HISTORY     - 1947     MONUMENTED       CGS
 MD1811  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MD1811  HISTORY     - 1962     SEE DESCRIPTION  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.
 MD1811'IT IS 268 FEET SOUTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 6 AND A
 MD1811'GRAVEL STATE LINE CROSSROAD, 51
 MD1811'FEET NORTH OF THE NORTH RAIL OF THE NEW YORK CENTRAL
 MD1811'RAILROAD TRACKS, 42 FEET SOUTH OF THE CENTER OF
 MD1811'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
 MD1811'6 AND 2 FEET WEST OF A TELEPHONE POLE.  THE MARK PROJECTS 3 INCHES
 MD1811'AND THE DISK IS STAMPED LINE NO 1
 MD1811'1947.
 MD1811'
 MD1811'REFERENCE MARK NO. 2 IS 94.00 FEET NORTHWEST OF THE STATION, 27 FEET
 MD1811'NORTH OF THE CENTER OF HIGHWAY
 MD1811'6 AND 12 FEET WEST OF A TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES
 MD1811'AND THE DISK IS STAMPED LINE NO 2
 MD1811'1947.
 MD1811'
 MD1811'THE AZIMUTH MARK IS 0.5 MILE EAST OF THE STATION, 37 FEET NORTH OF
 MD1811'THE CENTER OF HIGHWAY 6, 3
 MD1811'1/2 FEET WEST OF A WHITE WITNESS POST, 2 FEET WEST OF A TELEPHONE
 MD1811'POLE AND 1-FOOT SOUTH OF A
 MD1811'FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 MD1811'LINE 1947.
 MD1811'
 MD1811'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 MD1811'HIGHWAY 1, GO EAST ON
 MD1811'HIGHWAY 6 FOR 3.6 MILES TO THE STATION ON THE 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
 MD1811'INTERSECTION OF BROADWAY AND MAIN STREETS AT MAIN CORNER IN BUTLER,
 MD1811'252 FEET W (MEASURED PARALLEL TO
 MD1811'HWY. AND RAILROAD) OF CENTER LINE OF STATE LINE ROAD, 243.0 FEET W
 MD1811'OF N VERTEX OF TRIANGULAR CONCRETE
 MD1811'IND-OHIO BOUNDARY POST THAT IS ON S SIDE OF R.R., 50-
 MD1811'1/2 FEET N OF N RAIL OF NEW YORK CENTRAL TRACKS, 42
 MD1811'FEET S OF CENTER LINE OF HWY., 1.5 FT.
 MD1811'HIGHER THAN SAME, ON CREST OF RIDGE, DISKS ARE STAMPED LINE 1947 AND
 MD1811'SET IN 1A AND 7A MARKS, THE UPPER
 MD1811'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
 MD1811'NE IN AZIMUTH 221 DEG 12 MIN FROM STATION, 169 FEET W OF CENTER LINE
 MD1811'OF STATE LINE ROAD, 31 FEET N OF CENTER LINE
 MD1811'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
 MD1811'NW IN AZIMUTH 124 DEG 06 MIN FROM STATION, 27 FEET N OF CENTER LINE
 MD1811'OF HWY., 12 FEET W OF TELEPHONE POLE, AND
 MD1811'1.8 FEET W OF STEEL WITNESS POST.
 MD1811'
 MD1811'AZIMUTH STAMPED LINE 1947, NOTE 16A, (ACTUALLY NEITHER CHECKED BY
 MD1811'PRESENT WRITER- THE FORMER
 MD1811'QUOTED- THE LATTER USUAL IN 1947), IS ABOUT 0.5 MILE E OF THE
 MD1811'STATION, 39 FEET N OF CENTER LINE OF
 MD1811'HWY., ABOUT 75 YARDS W OF CREST OF RIDGE, AND 1.3 FEET W OF STEEL
 MD1811'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
 MD1811'RESET AS NOS. 3 AND 4 TO AVOID THEIR 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
 MD1811'BUTLER, 252 FEET W (MEASURED PARALLEL TO HWY.) OF CENTER LINE OF
 MD1811'STATE LINE ROAD, 243.0 FEET W OF N
 MD1811'VERTEX EDGE OF TRIANGULAR CONCRETE IND-OHIO STATE
 MD1811'LINE MONUMENT ON S SIDE OF NEW YORK CENTRAL RAILROAD
 MD1811'DOUBLE TRACKS, 50-1/2 FEET N OF N
 MD1811'RAIL OF THE TRACKS, ON CREST OF RIDGE, 42 FEET S OF CENTER LINE OF
 MD1811'HWY., 1.5 FEET HIGHER THAN SAME, 11.7
 MD1811'FEET N OF LINE JOINING REFERENCE MARKS, 1A AND 7A MARKS STAMPED
 MD1811'LINE 1947, UPPER MARK PROJECTS 0.2
 MD1811'FOOT, AND IS 3 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.
 MD1811'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
 MD1811'DOUBLE TRACKS.
 MD1811'
 MD1811'AZIMUTH MARK PROJECTS 0.3 FOOT, IS ABOUT 75 YARDS W OF CREST OF
 MD1811'RIDGE, 39 FEET N OF HWY.
 MD1811'CENTER LINE, 0.5 FOOT HIGHER THAN SAME, 3 FEET W OF TLEPHONE POLE,
 MD1811'AND 1.3 FEET W OF STEEL WITNESS
 MD1811'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3339 ***********************************************************************
 JZ3339  DESIGNATION -  LINK RESET
 JZ3339  PID         -  JZ3339
 JZ3339  STATE/COUNTY-  IN/DECATUR
 JZ3339  USGS QUAD   -  MILLHOUSEN (1993)
 JZ3339
 JZ3339                         *CURRENT SURVEY CONTROL
 JZ3339  ___________________________________________________________________
 JZ3339* NAD 83(1997)-  39 11 24.71733(N)    085 28 48.92964(W)     ADJUSTED  
 JZ3339* NAVD 88     -       226.86   (+/-2cm)     744.3    (feet)  VERTCON   
 JZ3339  ___________________________________________________________________
 JZ3339  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 JZ3339  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JZ3339
 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ3339
 JZ3339.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3339
 JZ3339.The geoid height was determined by GEOID03.
 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     -   0.99996976  x   0.99996986  =   0.99993962
 JZ3339!UTM  16      -   0.99996976  x   0.99981210  =   0.99978187
 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 (07/19/86)  226.98   (m)          744.7    (f) LEVELING    3  
 JZ3339
 JZ3339.Superseded values are not recommended for survey control.
 JZ3339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3339.See file dsdata.txt to determine how the superseded data were derived.
 JZ3339
 JZ3339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3124738984(NAD 83)
 JZ3339_MARKER: DS = TRIANGULATION STATION DISK
 JZ3339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3339_STAMPING: LINK 1939 1986
 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 = OCTOBER  6, 2006
 LA2009 ***********************************************************************
 LA2009  DESIGNATION -  LINNGROVE
 LA2009  PID         -  LA2009
 LA2009  STATE/COUNTY-  IN/ADAMS
 LA2009  USGS QUAD   -  LINN GROVE (1994)
 LA2009
 LA2009                         *CURRENT SURVEY CONTROL
 LA2009  ___________________________________________________________________
 LA2009* NAD 83(1997)-  40 39 20.06999(N)    085 02 25.11687(W)     ADJUSTED  
 LA2009* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 LA2009  ___________________________________________________________________
 LA2009  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 LA2009  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 LA2009
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2009
 LA2009.The geoid height was determined by GEOID03.
 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  =   0.99990347
 LA2009
 LA2009:                Primary Azimuth Mark                     Grid Az
 LA2009:SPC IN E     -  BERNE MUNICIPAL TANK                     089 21 48.9
 LA2009:UTM  16      -  BERNE MUNICIPAL TANK                     088 29 40.6
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2009.See file dsdata.txt to determine how the superseded data were derived.
 LA2009
 LA2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6567302370(NAD 83)
 LA2009_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2009_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA1798 ***********************************************************************
 KA1798  DESIGNATION -  LINTON
 KA1798  PID         -  KA1798
 KA1798  STATE/COUNTY-  IN/GREENE
 KA1798  USGS QUAD   -  LINTON (1986)
 KA1798
 KA1798                         *CURRENT SURVEY CONTROL
 KA1798  ___________________________________________________________________
 KA1798* NAD 83(1997)-  39 02 22.08118(N)    087 10 02.77550(W)     ADJUSTED  
 KA1798* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 KA1798  ___________________________________________________________________
 KA1798  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 KA1798  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KA1798
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1798
 KA1798.The geoid height was determined by GEOID03.
 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     -   0.99997954  x   0.99996732  =   0.99994686
 KA1798!UTM  16      -   0.99997954  x   0.99960259  =   0.99958214
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1798.See file dsdata.txt to determine how the superseded data were derived.
 KA1798
 KA1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8550921170(NAD 83)
 KA1798_MARKER: DS = TRIANGULATION STATION DISK
 KA1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1798_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1797 ***********************************************************************
 KA1797  DESIGNATION -  LINTON MUNICIPAL TANK
 KA1797  PID         -  KA1797
 KA1797  STATE/COUNTY-  IN/GREENE
 KA1797  USGS QUAD   -  LINTON (1986)
 KA1797
 KA1797                         *CURRENT SURVEY CONTROL
 KA1797  ___________________________________________________________________
 KA1797* NAD 83(1997)-  39 02 23.22744(N)    087 10 02.80892(W)     ADJUSTED  
 KA1797* NAVD 88     -                                                        
 KA1797  ___________________________________________________________________
 KA1797  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 KA1797  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KA1797
 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
 KA1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1797
 KA1797.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1797
 KA1797  NAD 83(1986)-  39 02 23.23402(N)    087 10 02.80493(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1797.See file dsdata.txt to determine how the superseded data were derived.
 KA1797
 KA1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8550921205(NAD 83)
 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 = OCTOBER  6, 2006
 JZ2557 ***********************************************************************
 JZ2557  DESIGNATION -  LINVILLE AZ MK
 JZ2557  PID         -  JZ2557
 JZ2557  STATE/COUNTY-  IN/SHELBY
 JZ2557  USGS QUAD   -  MORRISTOWN (1956)
 JZ2557
 JZ2557                         *CURRENT SURVEY CONTROL
 JZ2557  ___________________________________________________________________
 JZ2557* NAD 83(1986)-  39 38 08.     (N)    085 39 57.     (W)     SCALED    
 JZ2557* NAVD 88     -       273.939  (meters)     898.75   (feet)  ADJUSTED  
 JZ2557  ___________________________________________________________________
 JZ2557  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ2557  DYNAMIC HT  -         273.779 (meters)     898.22  (feet)  COMP
 JZ2557  MODELED GRAV-     980,033.3   (mgal)                       NAVD 88
 JZ2557
 JZ2557  VERT ORDER  -  SECOND    CLASS 0
 JZ2557
 JZ2557.The horizontal coordinates were scaled from a topographic map and have
 JZ2557.an estimated accuracy of +/- 6 seconds.
 JZ2557
 JZ2557.The orthometric height was determined by differential leveling
 JZ2557.and adjusted by the National Geodetic Survey in June 1991..
 JZ2557
 JZ2557.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2557.See file dsdata.txt to determine how the superseded data were derived.
 JZ2557
 JZ2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ144881(NAD 83)
 JZ2557_MARKER: DR = REFERENCE MARK DISK
 JZ2557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2557_STAMPING: LINVILLE AZI 1939
 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             NGS
 JZ2557  HISTORY     - 1969     GOOD             NGS
 JZ2557
 JZ2557                          STATION DESCRIPTION
 JZ2557
 JZ2557'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1969
 JZ2557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2556 ***********************************************************************
 JZ2556  DESIGNATION -  LINVILLE RESET 1969
 JZ2556  PID         -  JZ2556
 JZ2556  STATE/COUNTY-  IN/SHELBY
 JZ2556  USGS QUAD   -  MORRISTOWN (1956)
 JZ2556
 JZ2556                         *CURRENT SURVEY CONTROL
 JZ2556  ___________________________________________________________________
 JZ2556* NAD 83(1986)-  39 37 32.     (N)    085 39 58.     (W)     SCALED    
 JZ2556* NAVD 88     -       281.22   (meters)     922.6    (feet)  RESET     
 JZ2556  ___________________________________________________________________
 JZ2556  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ2556
 JZ2556  VERT ORDER  -  THIRD
 JZ2556
 JZ2556.The horizontal coordinates were scaled from a topographic map and have
 JZ2556.an estimated accuracy of +/- 6 seconds.
 JZ2556
 JZ2556.The orthometric height was computed from unverified reset data.
 JZ2556
 JZ2556.The geoid height was determined by GEOID03.
 JZ2556
 JZ2556;                    North         East    Units  Estimated Accuracy
 JZ2556;SPC IN E     -   485,940.      100,050.      MT  (+/- 180 meters Scaled)
 JZ2556
 JZ2556                          SUPERSEDED SURVEY CONTROL
 JZ2556
 JZ2556  NGVD 29 (??/??/??)  280.96   (m)          921.8    (f) RESET       3  
 JZ2556
 JZ2556.Superseded values are not recommended for survey control.
 JZ2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2556.See file dsdata.txt to determine how the superseded data were derived.
 JZ2556
 JZ2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ144870(NAD 83)
 JZ2556_MARKER: DB = BENCH MARK DISK
 JZ2556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2556_STAMPING: LINVILLE 1939 1969
 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
 JZ2556                          STATION DESCRIPTION
 JZ2556
 JZ2556'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 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 = OCTOBER  6, 2006
 JZ2554 ***********************************************************************
 JZ2554  DESIGNATION -  LINVILLE RM 2
 JZ2554  PID         -  JZ2554
 JZ2554  STATE/COUNTY-  IN/SHELBY
 JZ2554  USGS QUAD   -  MORRISTOWN (1956)
 JZ2554
 JZ2554                         *CURRENT SURVEY CONTROL
 JZ2554  ___________________________________________________________________
 JZ2554* NAD 83(1986)-  39 37 31.     (N)    085 39 58.     (W)     SCALED    
 JZ2554* NAVD 88     -       281.597  (meters)     923.87   (feet)  ADJUSTED  
 JZ2554  ___________________________________________________________________
 JZ2554  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ2554  DYNAMIC HT  -         281.431 (meters)     923.33  (feet)  COMP
 JZ2554  MODELED GRAV-     980,032.3   (mgal)                       NAVD 88
 JZ2554
 JZ2554  VERT ORDER  -  SECOND    CLASS 0
 JZ2554
 JZ2554.The horizontal coordinates were scaled from a topographic map and have
 JZ2554.an estimated accuracy of +/- 6 seconds.
 JZ2554
 JZ2554.The orthometric height was determined by differential leveling
 JZ2554.and adjusted by the National Geodetic Survey in June 1991..
 JZ2554
 JZ2554.The geoid height was determined by GEOID03.
 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     -   485,910.      100,050.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2554.See file dsdata.txt to determine how the superseded data were derived.
 JZ2554
 JZ2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ144870(NAD 83)
 JZ2554_MARKER: DR = REFERENCE MARK DISK
 JZ2554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2554_STAMPING: LINEVILLE NO 2 1939
 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             NGS
 JZ2554  HISTORY     - 1969     GOOD             NGS
 JZ2554
 JZ2554                          STATION DESCRIPTION
 JZ2554
 JZ2554'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1969
 JZ2554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2028 ***********************************************************************
 LA2028  DESIGNATION -  LION
 LA2028  PID         -  LA2028
 LA2028  STATE/COUNTY-  IN/WELLS
 LA2028  USGS QUAD   -  LIBERTY CENTER (1962)
 LA2028
 LA2028                         *CURRENT SURVEY CONTROL
 LA2028  ___________________________________________________________________
 LA2028* NAD 83(1997)-  40 39 16.50842(N)    085 17 52.30256(W)     ADJUSTED  
 LA2028* NAVD 88     -       263.     (meters)     863.     (feet)  SCALED    
 LA2028  ___________________________________________________________________
 LA2028  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 LA2028  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 LA2028
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2028
 LA2028.The geoid height was determined by GEOID03.
 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     -   0.99996410  x   0.99997864  =   0.99994274
 LA2028!UTM  16      -   0.99996410  x   0.99985488  =   0.99981899
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2028.See file dsdata.txt to determine how the superseded data were derived.
 LA2028
 LA2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4390001807(NAD 83)
 LA2028_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2028_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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,
 LA2028'ABOUT 9 MILES SOUTHWEST OF
 LA2028'BLUFFTON, 7 MILES NORTH OF MONTPELIER, 7 MILES EAST-SOUTHEAST OF
 LA2028'WARREN, 51 FEET WEST OF THE CENTER
 LA2028'OF A GRAVELED ROAD, 37 FEET NORTH OF THE CENTER OF STATE
 LA2028'HIGHWAY 118, AND 2.5 FEET EAST OF A WHITE 4
 LA2028'IN BY 4 IN WITNESS POST.
 LA2028'
 LA2028'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 303
 LA2028'IN MONTPELIER, GO NORTH ON
 LA2028'STATE HIGHWAY 303 FOR 6.8 MILES TO THE JUNCTION WITH STATE HIGHWAY
 LA2028'118, TURN LEFT (WEST) ON STATE
 LA2028'HIGHWAY 118 FOR 1 MILE TO A SIDE ROAD ON THE RIGHT AND THE
 LA2028'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
 LA2028'ON THE LEFT AS DESCRIBED BELOW.
 LA2028'
 LA2028'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED LION
 LA2028'1955.
 LA2028'
 LA2028'REFERENCE MARK 1 IS 57 FEET EAST OF THE CENTER OF THE GRAVLED ROAD,
 LA2028'34 FEET SOUTH OF THE CENTER OF
 LA2028'THE HIGHWAY, AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK PROJECTS 6
 LA2028'INCHES, AND THE DISK IS STAMPED
 LA2028'LION NO 1 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
 LA2028'HIGHWAY, 16 FEET EAST OF A TELEPHONE POLE, 1 FOOT SOUTH OF A WIRE
 LA2028'FENCE, AND 1 FOOT WEST OF A WHITE 4
 LA2028'IN BY 4 IN WITNESS POST.  THE MARK IS A STANDARD USC AND GS BENCH
 LA2028'MARK DISK STAMPED J 216 1947 SET IN THE TOP OF
 LA2028'A 10-INCH BY 10-INCH CONCRETE POST THAT
 LA2028'PROJECTS 3 INCHES.
 LA2028'
 LA2028'THE AZIMUTH MARK IS 54 FEET WEST OF A POWERLINE POLE, 36 FEET SOUTH
 LA2028'OF THE CENTER OF THE HIGHWAY,
 LA2028'2.5 FEET EAST-NORTHEAST OF A FENCE CORNER, 2 FEET EAST OF A WHITE 4
 LA2028'IN BY 4 IN WITNESS POST, AND 1 FOOT NORTH
 LA2028'OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES, AND THE
 LA2028'DISK IS STAMPED 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
 LA2028'MARK 1 FOUND LEANING TO THE SOUTH AND THE DISK MISSING.
 LA2028'BENCH MARK J 216 AND THE AZIMUTH MARK FOUND IN GOOD CONDITION.  THE
 LA2028'STATION SURFACE MARK WAS REMOVED AND THE UNDERGROUND MARK PLUMBED
 LA2028'AND A NEW SURFACE MARK SET.  REFERENCE MARK 3 SET ALSO.
 LA2028'THE DISTANCE TO BENCH MARK J 216 CHECKED, THE DIRECTION WAS
 LA2028'LESS BY 1-MINUTE AND 45 SECONDS.  THE DESCRIPTION IS ADEQUATE
 LA2028'FOR RECOVERY WITH THE ADDITIONAL REFERENCE POINTS ADDED.  STATE
 LA2028'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
 LA2028'A 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
 LA2028'ROAD, 36 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 0.5 FOOT
 LA2028'EAST OF A METAL WITNESS POST.  THE MARK IS FLUSH AND THE DISK STAMPED
 LA2028'LION 1955 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
 LA2028'OF A FENCELINE AND 1-FOOT EAST OF A METAL WITNESS POST.  THE MARK IS
 LA2028'A BENCH MARK DISK IN THE TOP OF A 10 X 10 INCH CONCRETE
 LA2028'POST THAT 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
 LA2028'THE CENTERLINE OF THE HIGHWAY AND 3-FEET EAST OF A TELEPHONE POLE.
 LA2028'THE MARK PROJECTS 8-INCHES AND THE DISK STAMPED LION 1955.
 LA2028'
 LA2028'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES SOUTHWEST
 LA2028'OF BLUFFTON.
 LA2028'
 LA2028'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1608 ***********************************************************************
 MD1608  DESIGNATION -  LISBON
 MD1608  PID         -  MD1608
 MD1608  STATE/COUNTY-  IN/NOBLE
 MD1608  USGS QUAD   -  KENDALLVILLE (1979)
 MD1608
 MD1608                         *CURRENT SURVEY CONTROL
 MD1608  ___________________________________________________________________
 MD1608* NAD 83(1997)-  41 23 40.50115(N)    085 18 29.98383(W)     ADJUSTED  
 MD1608* NAVD 88     -       313.     (meters)    1027.     (feet)  SCALED    
 MD1608  ___________________________________________________________________
 MD1608  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 MD1608  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 MD1608
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1608
 MD1608.The geoid height was determined by GEOID03.
 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     -   0.99995611  x   0.99997771  =   0.99993382
 MD1608!UTM  16      -   0.99995611  x   0.99984614  =   0.99980226
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1608.See file dsdata.txt to determine how the superseded data were derived.
 MD1608
 MD1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4142383942(NAD 83)
 MD1608_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1608
 MD1608  HISTORY     - Date     Condition        Report By
 MD1608  HISTORY     - 1946     MONUMENTED       CGS
 MD1608  HISTORY     - 1963     SEE DESCRIPTION  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
 MD1608'NORTHWEST OF THE TOWN OF AVILLA, ALONG STATE HIGHWAY NO. 8.  IT IS 88
 MD1608'FEET SOUTH OF THE CENTERLINE OF STATE
 MD1608'HIGHWAY NO. 8, 139 FEET SOUTHEAST OF THE INTERSECTION OF A GRAVEL
 MD1608'ROAD AND HIGHWAY 8, AND 103 FEET EAST OF THE
 MD1608'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
 MD1608'FEET EAST OF A WITNESS POST AND 40 FEET NORTH OF THE CENTERLINE OF
 MD1608'HIGHWAY 8.  THE MARK PROJECTS 3 INCHES
 MD1608'AND THE DISK IS STAMPED LISBON 1946.
 MD1608'
 MD1608'REFERENCE MARK NO. 1 IS 51.48 FEET NORTHEAST OF THE STATION.  IT IS
 MD1608'51 FEET SOUTH OF THE CENTERLINE
 MD1608'OF HIGHWAY 8 AND 1 FOOT SOUTHWEST OF A FENCE CORNER.  THE MARK
 MD1608'PROJECTS 1 INCH AND THE DISK IS
 MD1608'STAMPED LISBON NO 1 1946
 MD1608'
 MD1608'REFERENCE MARK NO. 2 IS 71.16 FEET SOUTH OF THE STATION.  IT IS 1
 MD1608'FOOT WEST OF A FENCELINE, AND 60 FEET
 MD1608'EAST OF THE CENTERLINE OF A GRAVEL ROAD.  THE MARK IS FLUSH AND THE
 MD1608'DISK IS STAMPED LISBON NO 2
 MD1608'1946.
 MD1608'
 MD1608'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 3 AND 8 IN THE
 MD1608'TOWN OF AVILLA, GO NORTH
 MD1608'ON THESE ROUTES FOR 2.0 MILES TO THE JUNCTION WHERE ROUTE 8 TURNS
 MD1608'WEST.  TURN LEFT AND CONTINUE FOR
 MD1608'3.1 MILES TO 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
 MD1608'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'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1608'DESCRIBED.
 MD1608'
 MD1608'ABOUT 1.4 MILES SOUTHEASTERLY ALONG NO. 3 INDIANA HWY. FROM THE
 MD1608'VILLAGE OF LISBON, THENCE 3.3 MILES W ALONG
 MD1608'NO.8 IND HWY. TO INTERSECTION WITH NO. 600 E COUNTY ROAD IN A CUT AND
 MD1608'THE STATION ON LEFT, ON APPARENTLY
 MD1608'HIGHEST POINT IN CLOSE VICINITY, 88 FEET S OF CENTER LINE
 MD1608'OF HWY., 101 FEET E OF CENTER LINE OF COUNTY
 MD1608'ROAD, AN ESTIMATED 12 FEET HIGHER THAN THE
 MD1608'INTERSECTION, STANDARD DISKS STAMPED LISBON 1946, NOTES 1A AND
 MD1608'7A MARKS, THE SURFACE MARK
 MD1608'PROJECTING 0.1 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
 MD1608'IN AZIMUTH 225 DEG 42 MIN FROM STATION, AND 3 FEET WSW OF STEEL POST
 MD1608'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
 MD1608'IN AZIMUTH 28 DEG 42 MIN FROM STATION, 67 FEET E OF CENTER LINE OF
 MD1608'THE COUNTY ROAD, AND ONE FOOT NW OF A FENCE
 MD1608'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
 MD1608'STATION, 58- 1/2 FEET E OF CENTER LINE OF 15-INCH IRON-PIPE CULVERT,
 MD1608'39 FEET N OF CENTER LINE OF HWY., 3.6
 MD1608'FEET LOWER THAN SAME, 2 FEET E OF CREOSOTED POWER POLE, 2.0
 MD1608'FEET W OF STEEL WITNESS POST, AND PROJECTING
 MD1608'0.1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1690 ***********************************************************************
 JA1690  DESIGNATION -  LIVONIA
 JA1690  PID         -  JA1690
 JA1690  STATE/COUNTY-  IN/WASHINGTON
 JA1690  USGS QUAD   -  BECKS MILL (1994)
 JA1690
 JA1690                         *CURRENT SURVEY CONTROL
 JA1690  ___________________________________________________________________
 JA1690* NAD 83(1997)-  38 32 47.30942(N)    086 14 49.68699(W)     ADJUSTED  
 JA1690* NAVD 88     -       289.39   (+/-2cm)     949.4    (feet)  VERTCON   
 JA1690  ___________________________________________________________________
 JA1690  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 JA1690  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JA1690
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1690
 JA1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1690
 JA1690.The geoid height was determined by GEOID03.
 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     -   0.99995983  x   0.99999819  =   0.99995802
 JA1690!UTM  16      -   0.99995983  x   0.99965300  =   0.99961285
 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 (07/19/86)  289.50   (m)          949.8    (f) LEVELING    3  
 JA1690
 JA1690.Superseded values are not recommended for survey control.
 JA1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1690.See file dsdata.txt to determine how the superseded data were derived.
 JA1690
 JA1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6560666719(NAD 83)
 JA1690_MARKER: DS = TRIANGULATION STATION DISK
 JA1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2246 ***********************************************************************
 HZ2246  DESIGNATION -  LIZA
 HZ2246  PID         -  HZ2246
 HZ2246  STATE/COUNTY-  IN/HARRISON
 HZ2246  USGS QUAD   -  KOSMOSDALE (1994)
 HZ2246
 HZ2246                         *CURRENT SURVEY CONTROL
 HZ2246  ___________________________________________________________________
 HZ2246* NAD 83(1997)-  38 06 32.83318(N)    085 58 33.35027(W)     ADJUSTED  
 HZ2246* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 HZ2246  ___________________________________________________________________
 HZ2246  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 HZ2246  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 HZ2246
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2246
 HZ2246.The geoid height was determined by GEOID03.
 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     -   0.99996644  x   0.99997572  =   0.99994216
 HZ2246!UTM  16      -   0.99996644  x   0.99969927  =   0.99966572
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2246.See file dsdata.txt to determine how the superseded data were derived.
 HZ2246
 HZ2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8977818417(NAD 83)
 HZ2246_MARKER: DS = TRIANGULATION STATION DISK
 HZ2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 AE8498 ***********************************************************************
 AE8498  CBN         -  This is a Cooperative Base Network Control Station.
 AE8498  DESIGNATION -  LIZTON
 AE8498  PID         -  AE8498
 AE8498  STATE/COUNTY-  IN/HENDRICKS
 AE8498  USGS QUAD   -  LIZTON (1970)
 AE8498
 AE8498                         *CURRENT SURVEY CONTROL
 AE8498  ___________________________________________________________________
 AE8498* NAD 83(1997)-  39 53 36.25794(N)    086 32 13.56146(W)     ADJUSTED  
 AE8498* NAVD 88     -       294.3    (meters)     966.     (feet)  GPS OBS   
 AE8498  ___________________________________________________________________
 AE8498  X           -     296,001.468 (meters)                     COMP
 AE8498  Y           -  -4,891,559.482 (meters)                     COMP
 AE8498  Z           -   4,069,079.290 (meters)                     COMP
 AE8498  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 AE8498  ELLIP HEIGHT-         261.02  (meters)          (04/10/98) GPS OBS
 AE8498  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 AE8498
 AE8498  HORZ ORDER  -  B
 AE8498  ELLP ORDER  -  FOURTH    CLASS I
 AE8498
 AE8498.The horizontal coordinates were established by GPS observations
 AE8498.and adjusted by the National Geodetic Survey in April 1998..
 AE8498
 AE8498.The orthometric height was determined by GPS observations and a
 AE8498.high-resolution geoid model.
 AE8498
 AE8498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8498
 AE8498.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8498
 AE8498.The ellipsoidal height was determined by GPS observations
 AE8498.and is referenced to NAD 83.
 AE8498
 AE8498.The geoid height was determined by GEOID03.
 AE8498
 AE8498;                    North         East     Units Scale Factor Converg.
 AE8498;SPC IN W     -   515,825.226   946,715.955   MT  0.99999352   +0 21 01.2
 AE8498;SPC IN W     - 1,692,336.60  3,106,017.26   sFT  0.99999352   +0 21 01.2
 AE8498;UTM  16      - 4,416,028.855   539,574.419   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                          SUPERSEDED SURVEY CONTROL
 AE8498
 AE8498.No superseded survey control is available for this station.
 AE8498
 AE8498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK3957416029(NAD 83)
 AE8498_MARKER: I = METAL 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 - June 02, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2242 ***********************************************************************
 ME2242  DESIGNATION -  LLOYD
 ME2242  PID         -  ME2242
 ME2242  STATE/COUNTY-  IN/ST JOSEPH
 ME2242  USGS QUAD   -  SOUTH BEND WEST (1986)
 ME2242
 ME2242                         *CURRENT SURVEY CONTROL
 ME2242  ___________________________________________________________________
 ME2242* NAD 83(1997)-  41 38 24.62634(N)    086 15 17.94815(W)     ADJUSTED  
 ME2242* NAVD 88     -       236.21   (+/-2cm)     775.0    (feet)  VERTCON   
 ME2242  ___________________________________________________________________
 ME2242  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 ME2242  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 ME2242
 ME2242  HORZ ORDER  -  SECOND
 ME2242  VERT ORDER  -  THIRD ? (See Below)
 ME2242
 ME2242.The horizontal coordinates were established by classical geodetic methods
 ME2242.and adjusted by the National Geodetic Survey in May 1999..
 ME2242
 ME2242.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2242.The vertical order pertains to the NGVD 29 superseded value.
 ME2242
 ME2242.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2242
 ME2242.The geoid height was determined by GEOID03.
 ME2242
 ME2242;                    North         East     Units Scale Factor Converg.
 ME2242;SPC IN E     -   709,820.822    50,985.226   MT  0.99999622   -0 23 27.3
 ME2242;SPC IN E     - 2,328,803.81    167,274.03   sFT  0.99999622   -0 23 27.3
 ME2242;UTM  16      - 4,610,094.455   562,046.905   MT  0.99964737   +0 29 42.1
 ME2242
 ME2242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2242!SPC IN E     -   0.99996826  x   0.99999622  =   0.99996448
 ME2242!UTM  16      -   0.99996826  x   0.99964737  =   0.99961564
 ME2242
 ME2242:                Primary Azimuth Mark                     Grid Az
 ME2242:SPC IN E     -  STUDEBAKER                               024 15 39.9
 ME2242:UTM  16      -  STUDEBAKER                               023 22 30.5
 ME2242
 ME2242|---------------------------------------------------------------------|
 ME2242| PID    Reference Object                     Distance      Geod. Az  |
 ME2242|                                                           dddmmss.s |
 ME2242| ME2246 STUDEBAKER                          460.714 METERS 0235212.6 |
 ME2242| ME0043 LLOYD RM                              8.835 METERS 17726     |
 ME2242| ME2250 WEHR                                APPROX. 3.5 KM 2082451.5 |
 ME2242|---------------------------------------------------------------------|
 ME2242
 ME2242                          SUPERSEDED SURVEY CONTROL
 ME2242
 ME2242  NAD 83(1994)-  41 38 24.63288(N)    086 15 17.94584(W) AD(       ) 2
 ME2242  NAD 83(1986)-  41 38 24.63280(N)    086 15 17.94778(W) AD(       ) 2
 ME2242  NAD 27      -  41 38 24.45160(N)    086 15 17.92620(W) AD(       ) 2
 ME2242  NGVD 29 (07/19/86)  236.32   (m)          775.3    (f) LEVELING    3  
 ME2242
 ME2242.Superseded values are not recommended for survey control.
 ME2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2242.See file dsdata.txt to determine how the superseded data were derived.
 ME2242
 ME2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6204710094(NAD 83)
 ME2242_MARKER: DS = TRIANGULATION STATION DISK
 ME2242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2242
 ME2242  HISTORY     - Date     Condition        Report By
 ME2242  HISTORY     - 1920     MONUMENTED       CGS
 ME2242  HISTORY     - 1934     GOOD             INGS
 ME2242
 ME2242                          STATION DESCRIPTION
 ME2242
 ME2242'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 ME2242'ABOUT 1-1/2 MILES S OF SOUTH BEND, ON THE E SIDE OF THE TRACK, 550
 ME2242'YARDS N OF A ROAD CROSSING,
 ME2242'NEAR THE MIDDLE OF THE FENCE ENCLOSING LARGE FACTORY
 ME2242'SITE, 9.60 METERS (31.50 FEET) E
 ME2242'OF THE E AND NEAREST RAIL.  THE
 ME2242'STATION, UNDERGROUND AND REFERENCE MARKS ARE BRONZE
 ME2242'TABLETS SET
 ME2242'IN CONCRETE.  THE REFERENCE
 ME2242'MARK IS ON THE
 ME2242'SAME SIDE OF THE TRACK NEAR THE FENCE LINE, 8.835
 ME2242'METERS (28.99 FEET) FROM THE
 ME2242'STATION.
 ME2242
 ME2242                          STATION RECOVERY (1934)
 ME2242
 ME2242'RECOVERY NOTE BY INDIANA GEODETIC SURVEY 1934
 ME2242'STATION RECOVERED AS ORIGINALLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1734 ***********************************************************************
 JA1734  DESIGNATION -  LLOYD
 JA1734  PID         -  JA1734
 JA1734  STATE/COUNTY-  IN/WASHINGTON
 JA1734  USGS QUAD   -  FREDERICKSBURG (1994)
 JA1734
 JA1734                         *CURRENT SURVEY CONTROL
 JA1734  ___________________________________________________________________
 JA1734* NAD 83(1997)-  38 26 41.85002(N)    086 14 01.90819(W)     ADJUSTED  
 JA1734* NAVD 88     -       246.     (meters)     807.     (feet)  SCALED    
 JA1734  ___________________________________________________________________
 JA1734  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 JA1734  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JA1734
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1734
 JA1734.The geoid height was determined by GEOID03.
 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     -   0.99996667  x   0.99999685  =   0.99996352
 JA1734!UTM  16      -   0.99996667  x   0.99965504  =   0.99962172
 JA1734
 JA1734:                Primary Azimuth Mark                     Grid Az
 JA1734:SPC IN E     -  LLOYD 1946 AZ MK                         090 01 48.8
 JA1734:UTM  16      -  LLOYD 1946 AZ MK                         089 12 04.3
 JA1734
 JA1734|---------------------------------------------------------------------|
 JA1734| PID    Reference Object                     Distance      Geod. Az  |
 JA1734|                                                           dddmmss.s |
 JA1734| JA1736 LLOYD 1946 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1734.See file dsdata.txt to determine how the superseded data were derived.
 JA1734
 JA1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6685755464(NAD 83)
 JA1734_MARKER: DS = TRIANGULATION STATION DISK
 JA1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1736 ***********************************************************************
 JA1736  DESIGNATION -  LLOYD 1946 AZ MK
 JA1736  PID         -  JA1736
 JA1736  STATE/COUNTY-  IN/WASHINGTON
 JA1736  USGS QUAD   -  FREDERICKSBURG (1994)
 JA1736
 JA1736                         *CURRENT SURVEY CONTROL
 JA1736  ___________________________________________________________________
 JA1736* NAD 83(1997)-  38 26 41.98703(N)    086 13 30.69194(W)     ADJUSTED  
 JA1736* NAVD 88     -       214.     (meters)     702.     (feet)  SCALED    
 JA1736  ___________________________________________________________________
 JA1736  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 JA1736  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JA1736
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1736
 JA1736.The geoid height was determined by GEOID03.
 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     -   0.99997169  x   0.99999593  =   0.99996762
 JA1736!UTM  16      -   0.99997169  x   0.99965630  =   0.99962800
 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|---------------------------------------------------------------------|
 JA1736| PID    Reference Object                     Distance      Geod. Az  |
 JA1736|                                                           dddmmss.s |
 JA1736| JA1734 LLOYD                               APPROX. 0.8 KM 2694058.6 |
 JA1736| JA1735 TT 31 DWP USGS 1946                  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1736.See file dsdata.txt to determine how the superseded data were derived.
 JA1736
 JA1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6761355474(NAD 83)
 JA1736_MARKER: DZ = AZIMUTH MARK DISK
 JA1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1736_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME0043 ***********************************************************************
 ME0043  DESIGNATION -  LLOYD RM
 ME0043  PID         -  ME0043
 ME0043  STATE/COUNTY-  IN/ST JOSEPH
 ME0043  USGS QUAD   -  SOUTH BEND WEST (1986)
 ME0043
 ME0043                         *CURRENT SURVEY CONTROL
 ME0043  ___________________________________________________________________
 ME0043* NAD 83(1986)-  41 38 22.     (N)    086 15 19.     (W)     SCALED    
 ME0043* NAVD 88     -       234.606  (meters)     769.70   (feet)  ADJUSTED  
 ME0043  ___________________________________________________________________
 ME0043  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 ME0043  DYNAMIC HT  -         234.514 (meters)     769.40  (feet)  COMP
 ME0043  MODELED GRAV-     980,225.5   (mgal)                       NAVD 88
 ME0043
 ME0043  VERT ORDER  -  SECOND    CLASS 0
 ME0043
 ME0043.The horizontal coordinates were scaled from a topographic map and have
 ME0043.an estimated accuracy of +/- 6 seconds.
 ME0043
 ME0043.The orthometric height was determined by differential leveling
 ME0043.and adjusted by the National Geodetic Survey in June 1991..
 ME0043
 ME0043.The geoid height was determined by GEOID03.
 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     -   709,740.       50,960.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0043.See file dsdata.txt to determine how the superseded data were derived.
 ME0043
 ME0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM620100(NAD 83)
 ME0043_MARKER: DR = REFERENCE MARK DISK
 ME0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0043_STAMPING: LLOYD 1920
 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             NGS
 ME0043
 ME0043                          STATION DESCRIPTION
 ME0043
 ME0043'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA1687 ***********************************************************************
 HA1687  DESIGNATION -  LOCK AND DAM 48 WATER TANK
 HA1687  PID         -  HA1687
 HA1687  STATE/COUNTY-  IN/VANDERBURGH
 HA1687  USGS QUAD   -  WILSON (1993)
 HA1687
 HA1687                         *CURRENT SURVEY CONTROL
 HA1687  ___________________________________________________________________
 HA1687* NAD 83(1997)-  37 50 11.16887(N)    087 40 27.71479(W)     ADJUSTED  
 HA1687* NAVD 88     -                                                        
 HA1687  ___________________________________________________________________
 HA1687  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 HA1687  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 HA1687
 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
 HA1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1687
 HA1687.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HA1687
 HA1687  NAD 83(1993)-  37 50 11.16887(N)    087 40 27.71478(W) AD(       ) 4
 HA1687  NAD 83(1986)-  37 50 11.17485(N)    087 40 27.71796(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1687.See file dsdata.txt to determine how the superseded data were derived.
 HA1687
 HA1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG4066187882(NAD 83)
 HA1687_MARKER: 51 = 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 = OCTOBER  6, 2006
 HZ2262 ***********************************************************************
 HZ2262  DESIGNATION -  LOCUST
 HZ2262  PID         -  HZ2262
 HZ2262  STATE/COUNTY-  IN/FLOYD
 HZ2262  USGS QUAD   -  LANESVILLE (1993)
 HZ2262
 HZ2262                         *CURRENT SURVEY CONTROL
 HZ2262  ___________________________________________________________________
 HZ2262* NAD 83(1997)-  38 12 34.89460(N)    085 55 40.73184(W)     ADJUSTED  
 HZ2262* NAVD 88     -       298.     (meters)     978.     (feet)  SCALED    
 HZ2262  ___________________________________________________________________
 HZ2262  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 HZ2262  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 HZ2262
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2262
 HZ2262.The geoid height was determined by GEOID03.
 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     -   0.99995846  x   0.99997311  =   0.99993157
 HZ2262!UTM  16      -   0.99995846  x   0.99970848  =   0.99966695
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2262.See file dsdata.txt to determine how the superseded data were derived.
 HZ2262
 HZ2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9385329624(NAD 83)
 HZ2262_MARKER: DS = TRIANGULATION STATION DISK
 HZ2262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ3255 ***********************************************************************
 JZ3255  DESIGNATION -  LOGAN
 JZ3255  PID         -  JZ3255
 JZ3255  STATE/COUNTY-  IN/DEARBORN
 JZ3255  USGS QUAD   -  HOOVEN (1992)
 JZ3255
 JZ3255                         *CURRENT SURVEY CONTROL
 JZ3255  ___________________________________________________________________
 JZ3255* NAD 83(1997)-  39 14 59.57768(N)    084 52 18.90741(W)     ADJUSTED  
 JZ3255* NAVD 88     -       287.     (meters)     942.     (feet)  SCALED    
 JZ3255  ___________________________________________________________________
 JZ3255  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 JZ3255  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JZ3255
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3255
 JZ3255.The geoid height was determined by GEOID03.
 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;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  =   0.99989897
 JZ3255!UTM  16      -   0.99996032  x   1.00001521  =   0.99997553
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3255.See file dsdata.txt to determine how the superseded data were derived.
 JZ3255
 JZ3255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8363346665(NAD 83)
 JZ3255_MARKER: DS = TRIANGULATION STATION DISK
 JZ3255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB0057 ***********************************************************************
 LB0057  DESIGNATION -  LOGANSPORT
 LB0057  PID         -  LB0057
 LB0057  STATE/COUNTY-  IN/CASS
 LB0057  USGS QUAD   -  LOGANSPORT (1987)
 LB0057
 LB0057                         *CURRENT SURVEY CONTROL
 LB0057  ___________________________________________________________________
 LB0057* NAD 83(1997)-  40 45 04.88434(N)    086 21 59.90251(W)     ADJUSTED  
 LB0057* NAVD 88     -       181.793  (meters)     596.43   (feet)  ADJUSTED  
 LB0057  ___________________________________________________________________
 LB0057  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 LB0057  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 LB0057  DYNAMIC HT  -         181.707 (meters)     596.15  (feet)  COMP
 LB0057  MODELED GRAV-     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
 LB0057.and adjusted by the National Geodetic Survey in June 1991..
 LB0057.WARNING-Repeat measurements at this control monument indicate possible
 LB0057.vertical movement.
 LB0057
 LB0057.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB0057
 LB0057.The geoid height was determined by GEOID03.
 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;                    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     -   0.99997683  x   1.00000966  =   0.99998649
 LB0057!SPC IN W     -   0.99997683  x   1.00001174  =   0.99998857
 LB0057!UTM  16      -   0.99997683  x   0.99963518  =   0.99961202
 LB0057
 LB0057|---------------------------------------------------------------------|
 LB0057| PID    Reference Object                     Distance      Geod. Az  |
 LB0057|                                                           dddmmss.s |
 LB0057| LB2430 MULBORN 1920                        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  NGVD 29 (??/??/92)  181.915  (m)          596.83   (f) ADJ UNCH    2 0
 LB0057
 LB0057.Superseded values are not recommended for survey control.
 LB0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0057.See file dsdata.txt to determine how the superseded data were derived.
 LB0057
 LB0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5346611349(NAD 83)
 LB0057_MARKER: DS = TRIANGULATION STATION DISK
 LB0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0057_SP_SET: BRIDGE CURBING
 LB0057_STAMPING: LOGANSPORT 1920
 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             NGS
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2428 ***********************************************************************
 LB2428  DESIGNATION -  LOGANSPORT MUN PWR PLT STK
 LB2428  PID         -  LB2428
 LB2428  STATE/COUNTY-  IN/CASS
 LB2428  USGS QUAD   -  LOGANSPORT (1987)
 LB2428
 LB2428                         *CURRENT SURVEY CONTROL
 LB2428  ___________________________________________________________________
 LB2428* NAD 83(1997)-  40 45 32.85634(N)    086 21 38.31874(W)     ADJUSTED  
 LB2428* NAVD 88     -                                                        
 LB2428  ___________________________________________________________________
 LB2428  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 LB2428  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 LB2428
 LB2428  HORZ ORDER  -  THIRD
 LB2428
 LB2428.The horizontal coordinates were established by classical geodetic methods
 LB2428.and adjusted by the National Geodetic Survey in May 1999..
 LB2428
 LB2428
 LB2428.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2428
 LB2428.The geoid height was determined by GEOID03.
 LB2428
 LB2428;                    North         East     Units Scale Factor Converg.
 LB2428;SPC IN E     -   612,041.432    41,401.775   MT  1.00000891   -0 27 11.1
 LB2428;SPC IN E     - 2,008,005.93    135,832.32   sFT  1.00000891   -0 27 11.1
 LB2428;SPC IN W     -   612,061.001   961,022.618   MT  1.00001248   +0 28 18.6
 LB2428;SPC IN W     - 2,008,070.13  3,152,955.04   sFT  1.00001248   +0 28 18.6
 LB2428;UTM  16      - 4,512,214.995   553,966.255   MT  0.99963585   +0 25 02.8
 LB2428
 LB2428                          SUPERSEDED SURVEY CONTROL
 LB2428
 LB2428  NAD 83(1986)-  40 45 32.86092(N)    086 21 38.32953(W) AD(       ) 4
 LB2428  NAD 27      -  40 45 32.71300(N)    086 21 38.32700(W) AD(       ) 3
 LB2428
 LB2428.Superseded values are not recommended for survey control.
 LB2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2428.See file dsdata.txt to determine how the superseded data were derived.
 LB2428
 LB2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5396612215(NAD 83)
 LB2428_MARKER: 63 = STACK
 LB2428
 LB2428  HISTORY     - Date     Condition        Report By
 LB2428  HISTORY     - 1948     FIRST OBSERVED   CGS
 LB2428  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB2428
 LB2428                          STATION DESCRIPTION
 LB2428
 LB2428'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2428'THIS IS AN INTERSECTION STATION.
 LB2428'
 LB2428'STATION IS LOCATED ABOUT 200 FEET NORTHEAST OF THE INTERSECTION OF
 LB2428'EIGHTH AND BRINGHURST STREETS IN LOGANSPORT AND 100 FEET SOUTH OF
 LB2428'THE EEL RIVER.  IT IS OF BROWN BRICK CONSTRUCTION AND 150 FEET
 LB2428'HIGH WITH THE LEGEND LOGANSPORT PAINTED IN LARGE BLACK LETTERS ON
 LB2428'THE NORTH AND SOUTH SIDES OF THE STACK.  THE POINT OBSERVED ON
 LB2428'WAS THE CENTER OF THE TOP OF THE STACK.
 LB2428
 LB2428                          STATION RECOVERY (1989)
 LB2428
 LB2428'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB2428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2427 ***********************************************************************
 LB2427  DESIGNATION -  LOGANSPORT ST JOSEPH CH SPIRE
 LB2427  PID         -  LB2427
 LB2427  STATE/COUNTY-  IN/CASS
 LB2427  USGS QUAD   -  LOGANSPORT (1987)
 LB2427
 LB2427                         *CURRENT SURVEY CONTROL
 LB2427  ___________________________________________________________________
 LB2427* NAD 83(1997)-  40 45 08.66145(N)    086 22 08.50818(W)     ADJUSTED  
 LB2427* NAVD 88     -                                                        
 LB2427  ___________________________________________________________________
 LB2427  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 LB2427  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 LB2427
 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
 LB2427.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2427
 LB2427.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2427
 LB2427  NAD 83(1986)-  40 45 08.66570(N)    086 22 08.51835(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2427.See file dsdata.txt to determine how the superseded data were derived.
 LB2427
 LB2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5326411464(NAD 83)
 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 = OCTOBER  6, 2006
 LB2412 ***********************************************************************
 LB2412  DESIGNATION -  LOGANSPORT ST MENTAL HOSP TANK
 LB2412  PID         -  LB2412
 LB2412  STATE/COUNTY-  IN/CASS
 LB2412  USGS QUAD   -  CLYMERS (1987)
 LB2412
 LB2412                         *CURRENT SURVEY CONTROL
 LB2412  ___________________________________________________________________
 LB2412* NAD 83(1997)-  40 44 27.81267(N)    086 23 53.48004(W)     ADJUSTED  
 LB2412* NAVD 88     -                                                        
 LB2412  ___________________________________________________________________
 LB2412  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 LB2412  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 LB2412
 LB2412  HORZ ORDER  -  THIRD
 LB2412
 LB2412.The horizontal coordinates were established by classical geodetic methods
 LB2412.and adjusted by the National Geodetic Survey in May 1999..
 LB2412
 LB2412
 LB2412.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2412
 LB2412.The geoid height was determined by GEOID03.
 LB2412
 LB2412;                    North         East     Units Scale Factor Converg.
 LB2412;SPC IN E     -   610,060.823    38,214.811   MT  1.00001364   -0 28 38.8
 LB2412;SPC IN E     - 2,001,507.88    125,376.43   sFT  1.00001364   -0 28 38.8
 LB2412;SPC IN W     -   610,029.217   957,868.039   MT  1.00000787   +0 26 49.8
 LB2412;SPC IN W     - 2,001,404.19  3,142,605.39   sFT  1.00000787   +0 26 49.8
 LB2412;UTM  16      - 4,510,186.970   550,810.936   MT  0.99963178   +0 23 34.0
 LB2412
 LB2412                          SUPERSEDED SURVEY CONTROL
 LB2412
 LB2412  NAD 83(1986)-  40 44 27.81704(N)    086 23 53.49026(W) AD(       ) 4
 LB2412  NAD 27      -  40 44 27.67100(N)    086 23 53.48400(W) AD(       ) 3
 LB2412
 LB2412.Superseded values are not recommended for survey control.
 LB2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2412.See file dsdata.txt to determine how the superseded data were derived.
 LB2412
 LB2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5081110187(NAD 83)
 LB2412_MARKER: 53 = ELEVATED TANK
 LB2412
 LB2412  HISTORY     - Date     Condition        Report By
 LB2412  HISTORY     - 1948     FIRST OBSERVED   CGS
 LB2412  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB2412
 LB2412                          STATION DESCRIPTION
 LB2412
 LB2412'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2412'THIS IS AN INTERSECTION STATION.
 LB2412'
 LB2412'STATION IS LOCATED ABOUT 2 MILES WEST OF LOGANSPORT AND 0.5 MILE
 LB2412'NORTH OF STATE HIGHWAY 25.  IT IS A LARGE SILVER WATER TANK ATOP A
 LB2412'FOUR-LEGGED STEEL STRUCTURE AND ABOUT 100 FEET HIGH.  THE POINT
 LB2412'OBSERVED ON WAS THE SMALL BALL AT THE APEX OF THE ROOF.
 LB2412'
 LB2412'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 24 AND STATE
 LB2412'HIGHWAY 25 IN LOGANSPORT, GO SOUTHWEST ON STATE HIGHWAY 25 FOR 1.6
 LB2412'MILES TO THE ENTRANCE TO THE HOSPITAL TURN RIGHT INTO ENTRANCE AND
 LB2412'GO 0.6 MILE TO THE WATER TANK.
 LB2412
 LB2412                          STATION RECOVERY (1989)
 LB2412
 LB2412'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB2412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2432 ***********************************************************************
 LB2432  DESIGNATION -  LOGANSPORT W HEPPE AND SON STK
 LB2432  PID         -  LB2432
 LB2432  STATE/COUNTY-  IN/CASS
 LB2432  USGS QUAD   -  LOGANSPORT (1987)
 LB2432
 LB2432                         *CURRENT SURVEY CONTROL
 LB2432  ___________________________________________________________________
 LB2432* NAD 83(1997)-  40 45 06.69211(N)    086 21 41.89349(W)     ADJUSTED  
 LB2432* NAVD 88     -                                                        
 LB2432  ___________________________________________________________________
 LB2432  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 LB2432  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 LB2432
 LB2432  HORZ ORDER  -  THIRD
 LB2432
 LB2432.The horizontal coordinates were established by classical geodetic methods
 LB2432.and adjusted by the National Geodetic Survey in May 1999..
 LB2432
 LB2432
 LB2432.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2432
 LB2432.The geoid height was determined by GEOID03.
 LB2432
 LB2432;                    North         East     Units Scale Factor Converg.
 LB2432;SPC IN E     -   611,235.026    41,311.538   MT  1.00000904   -0 27 13.2
 LB2432;SPC IN E     - 2,005,360.25    135,536.27   sFT  1.00000904   -0 27 13.2
 LB2432;SPC IN W     -   611,253.241   960,945.408   MT  1.00001237   +0 28 16.1
 LB2432;SPC IN W     - 2,005,420.01  3,152,701.73   sFT  1.00001237   +0 28 16.1
 LB2432;UTM  16      - 4,511,407.612   553,888.307   MT  0.99963574   +0 25 00.2
 LB2432
 LB2432                          SUPERSEDED SURVEY CONTROL
 LB2432
 LB2432  NAD 83(1986)-  40 45 06.69663(N)    086 21 41.90417(W) AD(       ) 4
 LB2432  NAD 27      -  40 45 06.54800(N)    086 21 41.90400(W) AD(       ) 3
 LB2432
 LB2432.Superseded values are not recommended for survey control.
 LB2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2432.See file dsdata.txt to determine how the superseded data were derived.
 LB2432
 LB2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5388811408(NAD 83)
 LB2432_MARKER: 63 = STACK
 LB2432
 LB2432  HISTORY     - Date     Condition        Report By
 LB2432  HISTORY     - 1948     FIRST OBSERVED   CGS
 LB2432  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB2432
 LB2432                          STATION DESCRIPTION
 LB2432
 LB2432'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LB2432'THIS IS AN INTERSECTION STATION.
 LB2432'
 LB2432'STATION IS LOCATED ABOUT 200 FEET WEST OF BERKLEY STREET AND 100
 LB2432'FEET SOUTH OF ERIE STREET IN LOGANSPORT.  IT IS OF BROWN TILE BRICK
 LB2432'CONSTRUCTION ABOUT 150 FEET HIGH WITH THE LEGEND L H CO IN BLACK
 LB2432'TILE SET IN THE EAST AND WEST SIDE OF THE STACK.  THE POINT
 LB2432'OBSERVED ON WAS THE CENTER OF THE TOP OF THE STACK.
 LB2432
 LB2432                          STATION RECOVERY (1989)
 LB2432
 LB2432'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 LB2432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0108 ***********************************************************************
 LB0108  DESIGNATION -  LOGANSPORT=PBM 242
 LB0108  PID         -  LB0108
 LB0108  STATE/COUNTY-  IN/CASS
 LB0108  USGS QUAD   -  LOGANSPORT (1987)
 LB0108
 LB0108                         *CURRENT SURVEY CONTROL
 LB0108  ___________________________________________________________________
 LB0108* NAD 83(1986)-  40 45 04.     (N)    086 21 59.     (W)     SCALED    
 LB0108* NAVD 88     -       181.81   (+/-2cm)     596.5    (feet)  VERTCON   
 LB0108  ___________________________________________________________________
 LB0108  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 LB0108
 LB0108  VERT ORDER  -  THIRD (See Below)
 LB0108
 LB0108.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 LB0108
 LB0108.The geoid height was determined by GEOID03.
 LB0108
 LB0108;                    North         East    Units  Estimated Accuracy
 LB0108;SPC IN E     -   611,160.       40,910.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0108.See file dsdata.txt to determine how the superseded data were derived.
 LB0108
 LB0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL534113(NAD 83)
 LB0108_MARKER: DE = TRAVERSE STATION DISK
 LB0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0108_SP_SET: CURBING OF SIDEWALK
 LB0108_STAMPING: LOGANSPORT 1920
 LB0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0108
 LB0108  HISTORY     - Date     Condition        Report By
 LB0108  HISTORY     - UNK      MONUMENTED       BRWE
 LB0108  HISTORY     - 1969     MARK NOT FOUND   NGS
 LB0108
 LB0108                          STATION DESCRIPTION
 LB0108
 LB0108'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB2696 ***********************************************************************
 LB2696  DESIGNATION -  LOGPORT
 LB2696  PID         -  LB2696
 LB2696  STATE/COUNTY-  IN/CASS
 LB2696  USGS QUAD   -  ANOKA (1980)
 LB2696
 LB2696                         *CURRENT SURVEY CONTROL
 LB2696  ___________________________________________________________________
 LB2696* NAD 83(1997)-  40 42 39.98022(N)    086 22 28.16284(W)     ADJUSTED  
 LB2696* NAVD 88     -       223.2    (meters)     732.     (feet)  VERTCON   
 LB2696  ___________________________________________________________________
 LB2696  X           -     306,165.611 (meters)                     COMP
 LB2696  Y           -  -4,832,031.048 (meters)                     COMP
 LB2696  Z           -   4,138,280.935 (meters)                     COMP
 LB2696  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 LB2696  ELLIP HEIGHT-         189.07  (meters)          (05/25/99) GPS OBS
 LB2696  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 LB2696
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2696
 LB2696.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2696
 LB2696.The ellipsoidal height was determined by GPS observations
 LB2696.and is referenced to NAD 83.
 LB2696
 LB2696.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)  223.3    (m)          733.     (f) GPS OBS        
 LB2696
 LB2696.Superseded values are not recommended for survey control.
 LB2696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2696.See file dsdata.txt to determine how the superseded data were derived.
 LB2696
 LB2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5283606876(NAD 83)
 LB2696_MARKER: DH = HORIZONTAL CONTROL DISK
 LB2696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2696_SP_SET: CONCRETE POST
 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             BUTLER
 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 AND 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 = OCTOBER  6, 2006
 LB2697 ***********************************************************************
 LB2697  DESIGNATION -  LOGPORT AZ MK
 LB2697  PID         -  LB2697
 LB2697  STATE/COUNTY-  IN/CASS
 LB2697  USGS QUAD   -  CLYMERS (1987)
 LB2697
 LB2697                         *CURRENT SURVEY CONTROL
 LB2697  ___________________________________________________________________
 LB2697* NAD 83(1997)-  40 42 39.37400(N)    086 22 56.08027(W)     ADJUSTED  
 LB2697* NAVD 88     -       223.8    (meters)     734.     (feet)  VERTCON   
 LB2697  ___________________________________________________________________
 LB2697  X           -     305,512.400 (meters)                     COMP
 LB2697  Y           -  -4,832,085.009 (meters)                     COMP
 LB2697  Z           -   4,138,267.099 (meters)                     COMP
 LB2697  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 LB2697  ELLIP HEIGHT-         189.59  (meters)          (05/25/99) GPS OBS
 LB2697  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 LB2697
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2697
 LB2697.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2697
 LB2697.The ellipsoidal height was determined by GPS observations
 LB2697.and is referenced to NAD 83.
 LB2697
 LB2697.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          735.     (f) GPS OBS        
 LB2697
 LB2697.Superseded values are not recommended for survey control.
 LB2697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2697.See file dsdata.txt to determine how the superseded data were derived.
 LB2697
 LB2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5218106853(NAD 83)
 LB2697_MARKER: DZ = AZIMUTH MARK DISK
 LB2697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2697_SP_SET: CONCRETE POST
 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             BUTLER
 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 AND 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 = OCTOBER  6, 2006
 ME2379 ***********************************************************************
 ME2379  DESIGNATION -  LOMAX
 ME2379  PID         -  ME2379
 ME2379  STATE/COUNTY-  IN/STARKE
 ME2379  USGS QUAD   -  NORTH JUDSON (1977)
 ME2379
 ME2379                         *CURRENT SURVEY CONTROL
 ME2379  ___________________________________________________________________
 ME2379* NAD 83(1997)-  41 14 37.26878(N)    086 52 18.43196(W)     ADJUSTED  
 ME2379* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 ME2379  ___________________________________________________________________
 ME2379  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 ME2379  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 ME2379
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2379
 ME2379.The geoid height was determined by GEOID03.
 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     -   0.99997332  x   0.99997053  =   0.99994385
 ME2379!UTM  16      -   0.99997332  x   0.99960142  =   0.99957475
 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 USGS 1948                    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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2379.See file dsdata.txt to determine how the superseded data were derived.
 ME2379
 ME2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1074365817(NAD 83)
 ME2379_MARKER: DS = TRIANGULATION STATION DISK
 ME2379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2379'MILES NORTHEAST OF
 ME2379'SAN PIERRE.  IT IS 108 FEET SOUTH OF CENTER OF A PAVED ROAD, 18 FEET
 ME2379'WEST OF CENTER OF A DIRT ROAD, 5 FEET
 ME2379'SOUTHWEST OF A WHITE WITNESS POST AND 1 FOOT WEST OF A
 ME2379'FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 ME2379'DISK IS STAMPED LOMAX 1948.
 ME2379'
 ME2379'REFERENCE MARK NO. 1 IS 92.60 FEET SOUTHEAST OF THE STATION.  IT IS
 ME2379'20 FEET EAST OF CENTER OF DIRT
 ME2379'ROAD AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 ME2379'AND THE DISK IS STAMPED LOMAX NO 1
 ME2379'1948.
 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,
 ME2379'20 FEET SOUTH OF CENTER OF A PAVED ROAD, 3 FEET WEST OF A POWER POLE
 ME2379'AND 3 FEET NORTHWEST OF A FENCE
 ME2379'CORNER.  THE MARK IS A 6 X 6 INCH CONCRETE POST WHICH IS
 ME2379'FLUSH WITH THE GROUND AND THE DISK IS A
 ME2379'STANDARD USGS AND SS DISK STAMPED TT STA NO 22 F
 ME2379'1928.
 ME2379'
 ME2379'AZIMUTH MARK IS 0.25 MILE WEST OF STATION, 19 FEET SOUTH OF CENTER OF
 ME2379'PAVED ROAD, 2 FEET NORTHWEST
 ME2379'OF A FENCE CORNER, 2 FEET EAST OF A POWER POLE AND 1 FOOT EAST OF A
 ME2379'WHITE WITNESS POST.  THE MARK
 ME2379'PROJECTS ABOUT 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
 ME2379'JUDSON, GO NORTH ON HIGHWAY 43 FOR 1.9 MILES TO T ROAD RIGHT, TURN
 ME2379'RIGHT AND GO EAST ON PAVED ROAD FOR
 ME2379'0.7 MILE TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED.  CONTINUE
 ME2379'EAST ON PAVED ROAD FOR 0.25 MILE TO STATION ON
 ME2379'RIGHT AS DESCRIBED.
 ME2379'
 ME2379'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2273 ***********************************************************************
 ME2273  DESIGNATION -  LONG
 ME2273  PID         -  ME2273
 ME2273  STATE/COUNTY-  IN/ELKHART
 ME2273  USGS QUAD   -  NAPPANEE WEST (1991)
 ME2273
 ME2273                         *CURRENT SURVEY CONTROL
 ME2273  ___________________________________________________________________
 ME2273* NAD 83(1997)-  41 29 27.17831(N)    086 00 11.50031(W)     ADJUSTED  
 ME2273* NAVD 88     -       266.     (meters)     873.     (feet)  SCALED    
 ME2273  ___________________________________________________________________
 ME2273  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 ME2273  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 ME2273
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2273
 ME2273.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2273.See file dsdata.txt to determine how the superseded data were derived.
 ME2273
 ME2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8320893732(NAD 83)
 ME2273_MARKER: DS = TRIANGULATION STATION DISK
 ME2273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2273'FEET NORTH OF THE NORTHWEST CORNER OF A BARN, 21 FEET SOUTHEAST OF A
 ME2273'FENCE CORNER AND 17 FEET EAST OF A
 ME2273'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 ME2273'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
 ME2273'SOUTHWEST CORNER OF A SMALL BUILDING.  THE MARK IS FLUSH AND THE DISK
 ME2273'IS STAMPED LONG NO 1 1952.
 ME2273'
 ME2273'REFERENCE MARK NO. 2 IS 19 FEET EAST OF THE NORTHWEST CORNER OF A
 ME2273'BARN AND 1 FOOT NORTH OF THE
 ME2273'NORTH SIDE OF BARN.  THE MARK IS FLUSH AND THE DISK IS STAMPED LONG
 ME2273'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
 ME2273'HIGHWAY 19, 3 FEET SOUTH OF A TELEPHONE POLE, 2 FEET NORTHWEST OF A
 ME2273'WHITE WITNESS POST AND 1 FOOT WEST
 ME2273'OF A FENCE LINE.  THE MARK PROJECTS 3 INCHES AND THE
 ME2273'DISK IS STAMPED LONG 1952.
 ME2273'
 ME2273'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 ME2273'HIGHWAY 19 IN NAPPANEE, GO
 ME2273'NORTH ON STATE HIGHWAY 19 FOR 3.25 MILES TO DRIVEWAY ON THE LEFT8TURN
 ME2273'LEFT ON DRIVEWAY AND GO WEST
 ME2273'FOR .05 MILE TO 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
 ME2273'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
 ME2273'DESCRIPTION IS ADEQUATE AND 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
 ME2273'FOUND IN GOOD
 ME2273'CONDITION.  REFERENCE MARK 1 WAS FOUND UPROOTED AND A
 ME2273'REFERENCE MARK 3 WAS SET.  THE
 ME2273'DISTANCE AND DIRECTION TO REFERENCE MARK
 ME2273'2 CHECKED.  BENCH MARK G 171 1946 WAS FOUND NEAR
 ME2273'THE AZIMUTH MARK AND IT
 ME2273'WAS CUT IN AS AN ADDITIONAL AZIMUTH AND LEVELS WERE RAN FROM IT TO
 ME2273'THE AZIMUTH MARK.
 ME2273'A NEW DESCRIPTION FOLLOWS-
 ME2273'
 ME2273'THE STATION IS 97 FEET NORTH OF THE NORTHWEST CORNER OF A BARN,
 ME2273'20 FEET SOUTHEAST
 ME2273'OF A FENCE CORNER, 16 FEET SOUTH OF A 12 INCH CEDAR
 ME2273'TREE, 37 FEET NORTHEAST OF THE NORTH
 ME2273'GATE POST OF GATE, 35 FEET NORTH
 ME2273'OF THE CENTERLINE OF A FARM DRIVE, 78 FEET WEST OF THE
 ME2273'SOUTHWEST CORNER OF
 ME2273'IMPLEMENT SHED AND 1 FOOT EAST OF A METAL WITNESS POST.  THE
 ME2273'MONUMENT IS FLUSH AND
 ME2273'THE DISK IS STAMPED LONG 1952. THE
 ME2273'PROPERTY AT THE STATION SITE IS NOW
 ME2273'OWNED BY MR. GLEN MILLER.
 ME2273'
 ME2273'REFERENCE MARK 2 IS 19 FEET EAST OF THE NORTHWEST CORNER OF THE
 ME2273'BARN AND 1 FOOT
 ME2273'NORTH OF THE NORTH SIDE OF THE BARN.  THE MONUMENT IS
 ME2273'FLUSH AND THE DISK IS STAMPED LONG
 ME2273'NO 2 1952.
 ME2273'
 ME2273'REFERENCE MARK 3 IS 48 FEET WEST OF THE SOUTHWEST CORNER OF THE
 ME2273'SHED, 30 FEET
 ME2273'NORTH OF THE CENTERLINE OF THE DRIVE AND 91 FEET NORTHWEST
 ME2273'OF THE NORTHEAST CORNER OF A
 ME2273'CONCRETE BLOCK MILK SHED.  THE MONUMENT
 ME2273'IS FLUSH AND THE DISK IS STAMPED LONG 1952 NO 3
 ME2273'1969.
 ME2273'
 ME2273'THE AZIMUTH MARK IS 1 FOOT SOUTH OF A TELEPHONE POLE, 1 FOOT
 ME2273'WEST OF A METAL
 ME2273'WITNESS POST, 3 FEET WEST OF A FENCE, 40 FEET EAST OF THE
 ME2273'CENTERLINE OF STATE HIGHWAY 19, 63
 ME2273'FEET NORTH OF A FENCE CORNER AND 84
 ME2273'FEET NORTH OF THE CENTERLINE OF CO. RD. 46.  THE
 ME2273'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
 ME2273'CONCRETE POST WHICH PROJECTS 6 INCHES AND THE DISK IS STAMPED
 ME2273'G 171 1946.  IT IS 1 FOOT
 ME2273'NORTH OF A CONCRETE RIGHT-OF-WAY POST, 1
 ME2273'FOOT SOUTH OF A METAL WITNESS POST, 1 FOOT
 ME2273'WEST OF A FENCE, 3 FEET NORTH
 ME2273'OF A FENCE CORNER, 6 FEET NORTHEAST OF A TELEPHONE POLE, 39
 ME2273'FEET EAST OF THE
 ME2273'CENTERLINE OF THE HIGHWAY AND 24 FEET NORTH OF CO. RD. 46.
 ME2273'
 ME2273'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 ME2273'HIGHWAY 19, IN
 ME2273'NAPANEE, GO NORTH ON HIGHWAY 19 FOR 3.25 MILES TO A
 ME2273'DRIVEWAY ON THE LEFT AND THE
 ME2273'STATION ABOUT 500 FEET WEST.  TO REACH THE
 ME2273'AZIMUTH MARK FROM THE DRIVEWAY, CONTINUE NORTH
 ME2273'ON HIGHWAY 19 FOR 0.2
 ME2273'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 = OCTOBER  6, 2006
 MD1543 ***********************************************************************
 MD1543  DESIGNATION -  LONG
 MD1543  PID         -  MD1543
 MD1543  STATE/COUNTY-  IN/NOBLE
 MD1543  USGS QUAD   -  CORUNNA (1973)
 MD1543
 MD1543                         *CURRENT SURVEY CONTROL
 MD1543  ___________________________________________________________________
 MD1543* NAD 83(1997)-  41 29 47.31000(N)    085 14 23.94681(W)     ADJUSTED  
 MD1543* NAVD 88     -       317.     (meters)    1040.     (feet)  SCALED    
 MD1543  ___________________________________________________________________
 MD1543  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 MD1543  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MD1543
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1543
 MD1543.The geoid height was determined by GEOID03.
 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     -   0.99995549  x   0.99998228  =   0.99993777
 MD1543!UTM  16      -   0.99995549  x   0.99986559  =   0.99982109
 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 USGS 1946                       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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1543.See file dsdata.txt to determine how the superseded data were derived.
 MD1543
 MD1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4690795368(NAD 83)
 MD1543_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1543_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1543
 MD1543  HISTORY     - Date     Condition        Report By
 MD1543  HISTORY     - 1946     MONUMENTED       CGS
 MD1543  HISTORY     - 1963     SEE DESCRIPTION  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
 MD1543'KENDALLVILLE AND 6-3/4
 MD1543'MILES EAST FROM ROME CITY.  IT IS 28 FEET SOUTHEAST OF THE SOUTHWEST
 MD1543'CORNER OF AN UNPAINTED SHED, 13 FEET
 MD1543'NORTHEAST OF A WHITE WITNESS POST AND 12 FEET EAST OF A FENCE CORNER.
 MD1543'THE MARK IS FLUSH WITH THE GROUND AND THE
 MD1543'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
 MD1543'TREE, 18 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD
 MD1543'AND 1 FOOT NORTH OF AN EAST-WEST FENCE
 MD1543'LINE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 MD1543'LONG 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
 MD1543'NORTH OF A 10 INCH WALNUT TREE AND 1 FOOT EAST OF A NORTH-SOUTH FENCE
 MD1543'LINE THE MARK IS FLUSH WITH THE GROUND
 MD1543'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
 MD1543'A T-ROAD INTERSECTION, 15
 MD1543'FEET NORTHEAST OF A 36 INCH ASH TREE, 7 FOOT EAST OF A POWER LINE
 MD1543'POLE AND 4 FEET WEST OF A FENCE
 MD1543'CORNER.  THE MARK IS AN 8 BY 8 CONCRETE POST WHICH PROJECTS
 MD1543'ABOUT 4 INCHES.  THE DISK IS A STANDARD USGS
 MD1543'BENCH MARK STAMPED W3 1013 FT. ELEV.
 MD1543'
 MD1543'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 6 AND
 MD1543'STATE HIGHWAY NO. 3 ON THE NORTH
 MD1543'SIDE OF KENDALLVILLE, GO NORTH ON STATE HIGHWAY NO. 5 FOR 2.9 MILES
 MD1543'TO A CROSSROADS.  TURN RIGHT AND
 MD1543'GO EAST FOR 1.15 MILES TO A T-ROAD RIGHT AND W3 (USGS)
 MD1543'ON THE LEFT AS DESCRIBED.  CONTINUE EAST,
 MD1543'STRAIGHT AHEAD, FOR 0.35 MILE TO A GATE ON THE
 MD1543'LEFT AT THE TOP OF A HILL.  TURN LEFT AND GO NORTH ON DRIVE
 MD1543'FOR 200 FEET TO AN UNPAINTED SHED AND
 MD1543'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'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1543'DESCRIBED.
 MD1543'
 MD1543'ABOUT 3.1 MILES N ALONG NO. 3 INDIANA HWY. FROM ITS W ONE OF TWO
 MD1543'0.15-MILE-APART JUNCTIONS
 MD1543'WITH NO. 6 U. S. HWY. IN N PART OF KENDALLVILLE TO A CROSSROADS AND
 MD1543'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
 MD1543'LEFT THRU GATE, THENCE ABOUT 60 YARDS TO TOP OF HILL
 MD1543'AND THE STATION, 28 FEET SE OF SW CORNER OF ABANDONED
 MD1543'CORN BARN, 28 FEET SW OF SE CORNER OF
 MD1543'SAME, STANDARD DISKS STAMPED LONG 1946, SET IN 1A AND 7A MARKS, THE
 MD1543'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
 MD1543'DEG 58 MIN FROM STATION, 20 FEET N OF CENTER LINE OF GRAVEL ROAD, 1.0
 MD1543'FEET HIGHER THAN SAME, 23 FEET E OF CENTER
 MD1543'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
 MD1543'DEG 57 MIN FROM STATION, 32 FEET S OF A SMALL POLE OF BOULDERS, 36
 MD1543'FEET S OF FENCE CORNER, ONE FOOT E OF FENCE,
 MD1543'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
 MD1543'8-INCH SQUARE CONCRETE POST, PROJECTING 0.3 FOOT ABOVE GROUND, IS
 MD1543'654.720 METERS OR 2148.03 FEET W IN
 MD1543'AZIMUTH 86 DEG 13 MIN 57.9 SEC FROM STATION, 22 FEET N OF CENTER LINE
 MD1543'OF NO. 1000 N COUNTY ROAD, 0.9 FOOT LOWER THAN
 MD1543'SAME, 10 FEET W OF PROJECTED C/L OF NO.
 MD1543'925 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
 MD1543'N OF A METAL WITNESS POST, 197 FEET N OF THE CENTER LINE OF THE ROAD,
 MD1543'70 FEET E OF A 10 INCH WALNUT TREE, 2 FEET W OF A METAL WITNESS POST
 MD1543'AND 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
 MD1543'OF A 10 INCH WALNUT TREE AND 12 FEET N OF A 18 INCH WALNUT
 MD1543'TREE.  THE 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 = OCTOBER  6, 2006
 ME0421 ***********************************************************************
 ME0421  DESIGNATION -  LONG AZ
 ME0421  PID         -  ME0421
 ME0421  STATE/COUNTY-  IN/ELKHART
 ME0421  USGS QUAD   -  NAPPANEE WEST (1991)
 ME0421
 ME0421                         *CURRENT SURVEY CONTROL
 ME0421  ___________________________________________________________________
 ME0421* NAD 83(1986)-  41 29 36.     (N)    086 00 06.     (W)     SCALED    
 ME0421* NAVD 88     -       263.41   (meters)     864.2    (feet)  RESET     
 ME0421  ___________________________________________________________________
 ME0421  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 ME0421
 ME0421  VERT ORDER  -  THIRD
 ME0421
 ME0421.The horizontal coordinates were scaled from a topographic map and have
 ME0421.an estimated accuracy of +/- 6 seconds.
 ME0421
 ME0421.The orthometric height was computed from unverified reset data.
 ME0421
 ME0421.The geoid height was determined by GEOID03.
 ME0421
 ME0421;                    North         East    Units  Estimated Accuracy
 ME0421;SPC IN E     -   693,400.       72,030.      MT  (+/- 180 meters Scaled)
 ME0421
 ME0421                          SUPERSEDED SURVEY CONTROL
 ME0421
 ME0421.No superseded survey control is available for this station.
 ME0421
 ME0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL833940(NAD 83)
 ME0421_MARKER: DZ = AZIMUTH MARK DISK
 ME0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0421_STAMPING: LONG 1952
 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             NGS
 ME0421
 ME0421                          STATION DESCRIPTION
 ME0421
 ME0421'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1995 ***********************************************************************
 HZ1995  DESIGNATION -  LONG RUN
 HZ1995  PID         -  HZ1995
 HZ1995  STATE/COUNTY-  IN/SWITZERLAND
 HZ1995  USGS QUAD   -  BENNINGTON (1993)
 HZ1995
 HZ1995                         *CURRENT SURVEY CONTROL
 HZ1995  ___________________________________________________________________
 HZ1995* NAD 83(1997)-  38 47 18.08386(N)    085 09 22.05420(W)     ADJUSTED  
 HZ1995* NAVD 88     -       274.     (meters)     899.     (feet)  SCALED    
 HZ1995  ___________________________________________________________________
 HZ1995  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 HZ1995  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ1995
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1995
 HZ1995.The geoid height was determined by GEOID03.
 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     -   0.99996235  x   0.99999088  =   0.99995323
 HZ1995!SPC KY1Z     -   0.99996235  x   1.00003161  =   0.99999395
 HZ1995!SPC KY N     -   0.99996235  x   0.99997774  =   0.99994009
 HZ1995!UTM  16      -   0.99996235  x   0.99991582  =   0.99987817
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1995.See file dsdata.txt to determine how the superseded data were derived.
 HZ1995
 HZ1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH6014594905(NAD 83)
 HZ1995_MARKER: DS = TRIANGULATION STATION DISK
 HZ1995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1995
 HZ1995  HISTORY     - Date     Condition        Report By
 HZ1995  HISTORY     - 1947     MONUMENTED       CGS
 HZ1995  HISTORY     - 1964     GOOD             CGS
 HZ1995  HISTORY     - 1976     MARK NOT FOUND   USE
 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 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 = OCTOBER  6, 2006
 JA0722 ***********************************************************************
 JA0722  DESIGNATION -  LOOGOOTEE 2
 JA0722  PID         -  JA0722
 JA0722  STATE/COUNTY-  IN/MARTIN
 JA0722  USGS QUAD   -  LOOGOOTEE (1978)
 JA0722
 JA0722                         *CURRENT SURVEY CONTROL
 JA0722  ___________________________________________________________________
 JA0722* NAD 83(1997)-  38 40 06.13575(N)    086 54 53.12004(W)     ADJUSTED  
 JA0722* NAVD 88     -       162.16   (meters)     532.0    (feet)  RESET     
 JA0722  ___________________________________________________________________
 JA0722  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 JA0722  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JA0722
 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.No horizontal observational check was made to the station.
 JA0722
 JA0722.The orthometric height was computed from unverified reset data.
 JA0722
 JA0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0722
 JA0722.The geoid height was determined by GEOID03.
 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     -   0.99997968  x   0.99996932  =   0.99994900
 JA0722!UTM  16      -   0.99997968  x   0.99960068  =   0.99958037
 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 (04/16/04)  162.29   (m)          532.4    (f) RESET       3  
 JA0722
 JA0722.Superseded values are not recommended for survey control.
 JA0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0722.See file dsdata.txt to determine how the superseded data were derived.
 JA0722
 JA0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0741679980(NAD 83)
 JA0722_MARKER: DS = TRIANGULATION STATION DISK
 JA0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0722_STAMPING: LOOGOOTEE 2 1966
 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 - March 21, 2003
 JA0722
 JA0722  HISTORY     - Date     Condition        Report By
 JA0722  HISTORY     - 1966     MONUMENTED       CGS
 JA0722  HISTORY     - 1966     GOOD             CGS
 JA0722  HISTORY     - 20030321 GOOD             LNDMRK
 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
 JA0722'BY U S HIGHWAYS 50,
 JA0722'150, 231 AND STATE ROUTE 45 IN THE SECTION KNOWN AS STAR
 JA0722'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
 JA0722'ROUTE NO 45, 74 FEET EAST OF THE APPROXIMATE CENTER OF
 JA0722'NEW U S HIGHWAYS NO 50 AND NO
 JA0722'150, 28 FEET EAST-SOUTHEAST OF A
 JA0722'10-INCH ELM TREE, 14 FEET SOUTHWEST OF A 14-INCH
 JA0722'ELM TREE, 14 FEET
 JA0722'NORTHEAST OF A 12-INCH ELM TREE, 11 FEET NORTH OF AN 8-INCH FORKED
 JA0722'TRUNKED REDBUD
 JA0722'TREE, 1.4 FEET NORTH OF A METAL WITNESS POST AND SIGN,
 JA0722'AND 3.423 FEET BELOW THE
 JA0722'ELEVATION OF THE OLD STATION.  IT IS A
 JA0722'STANDARD DISK SET IN THE TOP OF A 10-INCH,
 JA0722'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
 JA0722'U S HIGHWAYS NO 50
 JA0722'AND NO 150, 14 FEET SOUTH OF A 10-INCH ELM TREE, 13
 JA0722'FEET WEST OF A 14-INCH ELM TREE,
 JA0722'AND 0.173 FEET ABOVE THE ELEVATION
 JA0722'OF THE STATION.  IT IS A STANDARD DISK SET IN THE
 JA0722'TOP OF A 10-INCH,
 JA0722'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED LOOGOOTEE
 JA0722'NO 3 1952.
 JA0722'
 JA0722'REFERENCE MARK NO 4 IS 48 FEET WEST OF THE APPROXIMATE CENTER OF NEW
 JA0722'U S HIGHWAY NO 231
 JA0722'AND STATE ROUTE NO 45, 1.6 FEET NORTH OF A METAL
 JA0722'WITNESS POST AND SIGN AND 4.333
 JA0722'FEET BELOW THE ELEVATION OF THE
 JA0722'STATION.  IT IS A STANDARD DISK SET IN THE TOP OF
 JA0722'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
 JA0722'APPROXIMATE CENTER OF U S HIGHWAYS NO 50 AND NO 150, 1.4
 JA0722'FEET NORTH OF A METAL WITNESS
 JA0722'POST AND SIGN AND 3.270 FEET BELOW THE
 JA0722'ELEVATION OF THE STATION.  IT IS A STANDARD DISK
 JA0722'SET IN THE TOP OF A
 JA0722'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND THE
 JA0722'DISK IS STAMPED
 JA0722'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
 JA0722'SHAPED AREA FORMED BY U S HIGHWAYS NO 50, NO 150 AND NO
 JA0722'231, MILL STREET AND
 JA0722'SOUTHWEST SECOND STREET.  IT IS 54 FEET WEST OF
 JA0722'THE APPROXIMATE CENTER OF U S HIGHWAYS
 JA0722'NO 50, NO 150 AND NO 231, 24
 JA0722'FEET SOUTH OF THE APPROXIMATE CENTER OF SOUTHWEST SECOND
 JA0722'STREET, 24 FEET
 JA0722'EAST OF THE APPROXIMATE CENTER OF MILL STREET AND 10 FEET
 JA0722'SOUTHEAST OF A UTILITY
 JA0722'POLE.  NO WITNESS POST WAS SET AS THIS AREA IS
 JA0722'KEPT MOWED.  IT IS A STANDARD DISK SET IN
 JA0722'THE TOP OF A 10-INCH,
 JA0722'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 JA0722'LOOGOOTEE 1946 RESET 1956.
 JA0722'
 JA0722'ELEVATIONS WERE TRANSFERRED FROM THE ORIGINAL STATION TO THE NEW
 JA0722'STATION AND ALL REFERENCE
 JA0722'MARKS USING AN ASSUMED ELEVATION OF 500.000 FEET AT THE
 JA0722'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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0724 ***********************************************************************
 JA0724  DESIGNATION -  LOOGOOTEE 2 RM 4
 JA0724  PID         -  JA0724
 JA0724  STATE/COUNTY-  IN/MARTIN
 JA0724  USGS QUAD   -  LOOGOOTEE (1978)
 JA0724
 JA0724                         *CURRENT SURVEY CONTROL
 JA0724  ___________________________________________________________________
 JA0724* NAD 83(1986)-  38 40 05.     (N)    086 54 53.     (W)     SCALED    
 JA0724* NAVD 88     -       160.54   (meters)     526.7    (feet)  RESET     
 JA0724  ___________________________________________________________________
 JA0724  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JA0724
 JA0724  VERT ORDER  -  THIRD
 JA0724
 JA0724.The horizontal coordinates were scaled from a topographic map and have
 JA0724.an estimated accuracy of +/- 6 seconds.
 JA0724
 JA0724.The orthometric height was computed from unverified reset data.
 JA0724
 JA0724.The geoid height was determined by GEOID03.
 JA0724
 JA0724;                    North         East    Units  Estimated Accuracy
 JA0724;SPC IN W     -   379,660.      914,670.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0724.See file dsdata.txt to determine how the superseded data were derived.
 JA0724
 JA0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH074799(NAD 83)
 JA0724_MARKER: DR = REFERENCE MARK DISK
 JA0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0724_STAMPING: LOOGOOTEE 2 NO 4 1966
 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
 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 = OCTOBER  6, 2006
 JA0726 ***********************************************************************
 JA0726  DESIGNATION -  LOOGOOTEE 2 RM 5
 JA0726  PID         -  JA0726
 JA0726  STATE/COUNTY-  IN/MARTIN
 JA0726  USGS QUAD   -  LOOGOOTEE (1978)
 JA0726
 JA0726                         *CURRENT SURVEY CONTROL
 JA0726  ___________________________________________________________________
 JA0726* NAD 83(1986)-  38 40 05.     (N)    086 54 53.     (W)     SCALED    
 JA0726* NAVD 88     -       161.16   (meters)     528.7    (feet)  RESET     
 JA0726  ___________________________________________________________________
 JA0726  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JA0726
 JA0726  VERT ORDER  -  THIRD
 JA0726
 JA0726.The horizontal coordinates were scaled from a topographic map and have
 JA0726.an estimated accuracy of +/- 6 seconds.
 JA0726
 JA0726.The orthometric height was computed from unverified reset data.
 JA0726
 JA0726.The geoid height was determined by GEOID03.
 JA0726
 JA0726;                    North         East    Units  Estimated Accuracy
 JA0726;SPC IN W     -   379,660.      914,670.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0726.See file dsdata.txt to determine how the superseded data were derived.
 JA0726
 JA0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH074799(NAD 83)
 JA0726_MARKER: DR = REFERENCE MARK DISK
 JA0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0726_STAMPING: LOOGOOTEE 2 NO 5 1966
 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
 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 = OCTOBER  6, 2006
 JA0720 ***********************************************************************
 JA0720  DESIGNATION -  LOOGOOTEE AZ MK RESET
 JA0720  PID         -  JA0720
 JA0720  STATE/COUNTY-  IN/MARTIN
 JA0720  USGS QUAD   -  LOOGOOTEE (1978)
 JA0720
 JA0720                         *CURRENT SURVEY CONTROL
 JA0720  ___________________________________________________________________
 JA0720* NAD 83(1986)-  38 40 27.     (N)    086 54 52.     (W)     SCALED    
 JA0720* NAVD 88     -       159.940  (meters)     524.74   (feet)  ADJUSTED  
 JA0720  ___________________________________________________________________
 JA0720  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JA0720  DYNAMIC HT  -         159.837 (meters)     524.40  (feet)  COMP
 JA0720  MODELED GRAV-     979,983.7   (mgal)                       NAVD 88
 JA0720
 JA0720  VERT ORDER  -  FIRST     CLASS II
 JA0720
 JA0720.The horizontal coordinates were scaled from a topographic map and have
 JA0720.an estimated accuracy of +/- 6 seconds.
 JA0720
 JA0720.The orthometric height was determined by differential leveling
 JA0720.and adjusted by the National Geodetic Survey in June 1991..
 JA0720
 JA0720.The geoid height was determined by GEOID03.
 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     -   380,340.      914,700.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0720.See file dsdata.txt to determine how the superseded data were derived.
 JA0720
 JA0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH074806(NAD 83)
 JA0720_MARKER: DZ = AZIMUTH MARK DISK
 JA0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0720_STAMPING: LOOGOOTEE 1946 RESET 1956
 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             NGS
 JA0720  HISTORY     - 1966     GOOD             NGS
 JA0720
 JA0720                          STATION DESCRIPTION
 JA0720
 JA0720'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1966
 JA0720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1928 ***********************************************************************
 JA1928  DESIGNATION -  LOOGOOTEE MUNICIPAL TANK
 JA1928  PID         -  JA1928
 JA1928  STATE/COUNTY-  IN/MARTIN
 JA1928  USGS QUAD   -  LOOGOOTEE (1978)
 JA1928
 JA1928                         *CURRENT SURVEY CONTROL
 JA1928  ___________________________________________________________________
 JA1928* NAD 83(1997)-  38 40 40.27637(N)    086 54 46.97746(W)     ADJUSTED  
 JA1928* NAVD 88     -                                                        
 JA1928  ___________________________________________________________________
 JA1928  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 JA1928  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JA1928
 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
 JA1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1928
 JA1928.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1928
 JA1928  NAD 83(1986)-  38 40 40.28403(N)    086 54 46.97813(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1928.See file dsdata.txt to determine how the superseded data were derived.
 JA1928
 JA1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0756381032(NAD 83)
 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 = OCTOBER  6, 2006
 JA0725 ***********************************************************************
 JA0725  DESIGNATION -  LOOGOOTEE RM 3
 JA0725  PID         -  JA0725
 JA0725  STATE/COUNTY-  IN/MARTIN
 JA0725  USGS QUAD   -  LOOGOOTEE (1978)
 JA0725
 JA0725                         *CURRENT SURVEY CONTROL
 JA0725  ___________________________________________________________________
 JA0725* NAD 83(1986)-  38 40 06.     (N)    086 54 53.     (W)     SCALED    
 JA0725* NAVD 88     -       162.215  (meters)     532.20   (feet)  ADJUSTED  
 JA0725  ___________________________________________________________________
 JA0725  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JA0725  DYNAMIC HT  -         162.110 (meters)     531.86  (feet)  COMP
 JA0725  MODELED GRAV-     979,983.4   (mgal)                       NAVD 88
 JA0725
 JA0725  VERT ORDER  -  FIRST     CLASS II
 JA0725
 JA0725.The horizontal coordinates were scaled from a topographic map and have
 JA0725.an estimated accuracy of +/- 6 seconds.
 JA0725
 JA0725.The orthometric height was determined by differential leveling
 JA0725.and adjusted by the National Geodetic Survey in June 1991..
 JA0725
 JA0725.The geoid height was determined by GEOID03.
 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     -   379,690.      914,670.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0725.See file dsdata.txt to determine how the superseded data were derived.
 JA0725
 JA0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH074799(NAD 83)
 JA0725_MARKER: DR = REFERENCE MARK DISK
 JA0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0725_STAMPING: LOOGOOTEE NO 3 1946
 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             NGS
 JA0725  HISTORY     - 1966     GOOD             NGS
 JA0725
 JA0725                          STATION DESCRIPTION
 JA0725
 JA0725'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1966
 JA0725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0493 ***********************************************************************
 JA0493  DESIGNATION -  LOOKOUT
 JA0493  PID         -  JA0493
 JA0493  STATE/COUNTY-  IN/HARRISON
 JA0493  USGS QUAD   -  LEAVENWORTH (1980)
 JA0493
 JA0493                         *CURRENT SURVEY CONTROL
 JA0493  ___________________________________________________________________
 JA0493* NAD 83(1997)-  38 11 58.99702(N)    086 16 05.52250(W)     ADJUSTED  
 JA0493* NAVD 88     -       266.825  (meters)     875.41   (feet)  ADJUSTED  
 JA0493  ___________________________________________________________________
 JA0493  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 JA0493  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JA0493  DYNAMIC HT  -         266.632 (meters)     874.78  (feet)  COMP
 JA0493  MODELED GRAV-     979,901.4   (mgal)                       NAVD 88
 JA0493
 JA0493  HORZ ORDER  -  FIRST
 JA0493  VERT ORDER  -  FIRST     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
 JA0493.and adjusted by the National Geodetic Survey in June 1991..
 JA0493
 JA0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0493
 JA0493.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996334  x   1.00000084  =   0.99996418
 JA0493!SPC IN W     -   0.99996334  x   1.00002943  =   0.99999277
 JA0493!SPC KY1Z     -   0.99996334  x   0.99992082  =   0.99988417
 JA0493!SPC KY S     -   0.99996334  x   1.00005948  =   1.00002282
 JA0493!UTM  16      -   0.99996334  x   0.99965056  =   0.99961391
 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  NGVD 29 (??/??/92)  266.930  (m)          875.75   (f) ADJ UNCH    1 2
 JA0493
 JA0493.Superseded values are not recommended for survey control.
 JA0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0493.See file dsdata.txt to determine how the superseded data were derived.
 JA0493
 JA0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6407628228(NAD 83)
 JA0493_MARKER: DS = TRIANGULATION STATION DISK
 JA0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0493_STAMPING: LOOKOUT 1946
 JA0493_PROJECTION: PROJECTING 10 CENTIMETERS
 JA0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0493+STABILITY: SURFACE MOTION
 JA0493
 JA0493  HISTORY     - Date     Condition        Report By
 JA0493  HISTORY     - 1947     MONUMENTED       CGS
 JA0493  HISTORY     - 1965     GOOD             CGS
 JA0493  HISTORY     - 1965     GOOD             NGS
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0495 ***********************************************************************
 JA0495  DESIGNATION -  LOOKOUT AZ MK
 JA0495  PID         -  JA0495
 JA0495  STATE/COUNTY-  IN/HARRISON
 JA0495  USGS QUAD   -  LEAVENWORTH (1980)
 JA0495
 JA0495                         *CURRENT SURVEY CONTROL
 JA0495  ___________________________________________________________________
 JA0495* NAD 83(1986)-  38 11 56.     (N)    086 16 40.     (W)     SCALED    
 JA0495* NAVD 88     -       256.008  (meters)     839.92   (feet)  ADJUSTED  
 JA0495  ___________________________________________________________________
 JA0495  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JA0495  DYNAMIC HT  -         255.824 (meters)     839.32  (feet)  COMP
 JA0495  MODELED GRAV-     979,904.7   (mgal)                       NAVD 88
 JA0495
 JA0495  VERT ORDER  -  FIRST     CLASS II
 JA0495
 JA0495.The horizontal coordinates were scaled from a topographic map and have
 JA0495.an estimated accuracy of +/- 6 seconds.
 JA0495
 JA0495.The orthometric height was determined by differential leveling
 JA0495.and adjusted by the National Geodetic Survey in June 1991..
 JA0495
 JA0495.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0495.See file dsdata.txt to determine how the superseded data were derived.
 JA0495
 JA0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH632281(NAD 83)
 JA0495_MARKER: DR = REFERENCE MARK DISK
 JA0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0495_STAMPING: LOOKOUT 1946 AZIMUTH
 JA0495_PROJECTION: PROJECTING 15 CENTIMETERS
 JA0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0495+STABILITY: SURFACE MOTION
 JA0495
 JA0495  HISTORY     - Date     Condition        Report By
 JA0495  HISTORY     - 1946     MONUMENTED       CGS
 JA0495  HISTORY     - 1965     GOOD             NGS
 JA0495
 JA0495                          STATION DESCRIPTION
 JA0495
 JA0495'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0492 ***********************************************************************
 JA0492  DESIGNATION -  LOOKOUT RM 1
 JA0492  PID         -  JA0492
 JA0492  STATE/COUNTY-  IN/HARRISON
 JA0492  USGS QUAD   -  LEAVENWORTH (1980)
 JA0492
 JA0492                         *CURRENT SURVEY CONTROL
 JA0492  ___________________________________________________________________
 JA0492* NAD 83(1986)-  38 11 58.     (N)    086 16 05.     (W)     SCALED    
 JA0492* NAVD 88     -       267.583  (meters)     877.90   (feet)  ADJUSTED  
 JA0492  ___________________________________________________________________
 JA0492  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JA0492  DYNAMIC HT  -         267.390 (meters)     877.26  (feet)  COMP
 JA0492  MODELED GRAV-     979,901.4   (mgal)                       NAVD 88
 JA0492
 JA0492  VERT ORDER  -  FIRST     CLASS II
 JA0492
 JA0492.The horizontal coordinates were scaled from a topographic map and have
 JA0492.an estimated accuracy of +/- 6 seconds.
 JA0492
 JA0492.The orthometric height was determined by differential leveling
 JA0492.and adjusted by the National Geodetic Survey in June 1991..
 JA0492
 JA0492.The geoid height was determined by GEOID03.
 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     -   327,800.       47,320.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0492.See file dsdata.txt to determine how the superseded data were derived.
 JA0492
 JA0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH640281(NAD 83)
 JA0492_MARKER: DR = REFERENCE MARK DISK
 JA0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0492_STAMPING: LOOKOUT NO 1 1946
 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             NGS
 JA0492
 JA0492                          STATION DESCRIPTION
 JA0492
 JA0492'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA2174 ***********************************************************************
 LA2174  DESIGNATION -  LOON
 LA2174  PID         -  LA2174
 LA2174  STATE/COUNTY-  IN/HUNTINGTON
 LA2174  USGS QUAD   -  ANDREWS (1994)
 LA2174
 LA2174                         *CURRENT SURVEY CONTROL
 LA2174  ___________________________________________________________________
 LA2174* NAD 83(1997)-  40 49 35.90583(N)    085 32 10.85210(W)     ADJUSTED  
 LA2174* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 LA2174  ___________________________________________________________________
 LA2174  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 LA2174  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 LA2174
 LA2174  HORZ ORDER  -  THIRD
 LA2174
 LA2174.The horizontal coordinates were established by classical geodetic methods
 LA2174.and adjusted by the National Geodetic Survey in May 1999..
 LA2174
 LA2174.The orthometric height was scaled from a topographic map.
 LA2174
 LA2174.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2174
 LA2174.The geoid height was determined by GEOID03.
 LA2174
 LA2174;                    North         East     Units Scale Factor Converg.
 LA2174;SPC IN E     -   619,315.052   110,992.714   MT  0.99996815   +0 05 06.7
 LA2174;SPC IN E     - 2,031,869.47    364,148.60   sFT  0.99996815   +0 05 06.7
 LA2174;UTM  16      - 4,520,543.537   623,419.328   MT  0.99978748   +0 57 25.3
 LA2174
 LA2174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2174!SPC IN E     -   0.99996599  x   0.99996815  =   0.99993414
 LA2174!UTM  16      -   0.99996599  x   0.99978748  =   0.99975347
 LA2174
 LA2174|---------------------------------------------------------------------|
 LA2174| PID    Reference Object                     Distance      Geod. Az  |
 LA2174|                                                           dddmmss.s |
 LA2174| CC8825 LOON RM 1                            21.720 METERS 01649     |
 LA2174| LA2179 LOON AZ MK                          265.753 METERS 03019     |
 LA2174| LA2178 LOON 2 AZ MK                        373.858 METERS 03448     |
 LA2174| CC8826 LOON RM 2                            27.050 METERS 12748     |
 LA2174| LA2180 LOON 2                               18.871 METERS 21445     |
 LA2174| LA2173 ANDREWS MUNICIPAL TANK              APPROX. 6.1 KM 3051128.6 |
 LA2174|---------------------------------------------------------------------|
 LA2174
 LA2174                          SUPERSEDED SURVEY CONTROL
 LA2174
 LA2174  NAD 83(1995)-  40 49 35.90795(N)    085 32 10.86358(W) AD(       ) 3
 LA2174  NAD 83(1986)-  40 49 35.90842(N)    085 32 10.86459(W) AD(       ) 3
 LA2174  NAD 27      -  40 49 35.74590(N)    085 32 10.96170(W) AD(       ) 3
 LA2174
 LA2174.Superseded values are not recommended for survey control.
 LA2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2174.See file dsdata.txt to determine how the superseded data were derived.
 LA2174
 LA2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2341920544(NAD 83)
 LA2174_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2174
 LA2174  HISTORY     - Date     Condition        Report By
 LA2174  HISTORY     - 1948     MONUMENTED       CGS
 LA2174  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LA2174
 LA2174                          STATION DESCRIPTION
 LA2174
 LA2174'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2174'THE STATION IS LOCATED 6 MILES NORTH OF MT. ETNA AND 4 MILES
 LA2174'SOUTHWEST OF
 LA2174'HUNTINGTON.  IT IS 850 FEET SOUTHEAST OF THE INTERSECTION OF STATE
 LA2174'HIGHWAYS 9, 37 AND A CROSSROAD, 38
 LA2174'FEET NORTHWEST OF THE CENTER OF HIGHWAY 37, 31 FEET NORTH OF A 20
 LA2174'INCH WALNUT TREE, 11 FEET EAST OF
 LA2174'A FENCE LINE AND WHITE WITNESS POST.  THE MARK IS FLUSH AND
 LA2174'THE DISK IS STAMPED LOON 1948.
 LA2174'
 LA2174'REFERENCE MARK NO. 1 IS 71.27 FEET NORTHEAST OF THE STATION.  IT IS
 LA2174'49 FEET NORTHWEST OF THE CENTER OF
 LA2174'THE HIGHWAY AND 1 FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH AND
 LA2174'THE DISK IS STAMPED LOON NO 1 1948.
 LA2174'
 LA2174'REFERENCE MARK NO. 2 IS 88.75 FEET SOUTHEAST OF THE STATION.  IT IS
 LA2174'50 FEET EAST OF THE CENTER OF
 LA2174'THE HIGHWAY AND 12 FEET NORTH OF A TELEPHONE POLE.  THE MARK IS FLUSH
 LA2174'AND THE DISK IS STAMPED LOON NO 2
 LA2174'1948.
 LA2174'
 LA2174'THE AZIMUTH MARK IS 0.15 MILE NORTHEAST OF THE STATION.  IT IS 41
 LA2174'FEET EAST OF THE CENTER OF THE
 LA2174'HIGHWAY, 20 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 8 FEET WEST OF
 LA2174'A FENCE CORNER AND WHITE WITNESS
 LA2174'POST AND 7 FEET SOUTH OF A TELEPHONE POLE.  THE DISK
 LA2174'IS SET FLUSH IN A DRILL HOLE IN A CONCRETE CULVERT
 LA2174'AND IS STAMPED LOON 1948.
 LA2174'
 LA2174'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 224 AND STATE
 LA2174'HIGHWAYS 9.37 IN THE SOUTHEAST
 LA2174'SECTION OF HUNTINGTON, GO SOUTHWEST ON HIGHWAYS 9.37 FOR 4.45 MILES
 LA2174'TO THE AZIMUTH MARK ON THE LEFT AS
 LA2174'DESCRIBED.  CONTINUE FOR 0.15 MILE TO THE STATION ON THE
 LA2174'RIGHT AS DESCRIBED.
 LA2174'
 LA2174'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LA2174
 LA2174                          STATION RECOVERY (1975)
 LA2174
 LA2174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LA2174'THE SUB-SURFACE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN
 LA2174'GOOD CONDITION.  THE SURFACE STATION MARK, REFERENCE MARKS 1 AND 2
 LA2174'WERE DESTROYED BY ROAD EQUIPMENT AND ALL WERE OUT OF THE GROUND.
 LA2174'THERE WAS NO INTERSECTION STATIONS TO VERIFY THE AZIMUTH MARK.
 LA2174'REFERENCE MARK 1 AND 2 DISKS WERE SALVAGED.  LOON 2 WAS
 LA2174'ESTABLISHED.
 LA2174'
 LA2174'FOR DETAILS SEE DESCRIPTION TO LOON 2.
 LA2174'
 LA2174'AZ 1 2 AND LOON 2 ARE EDM SLOPE DISTANCES.
 LA2174'
 LA2174'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTHWEST
 LA2174'OF HUNTINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2180 ***********************************************************************
 LA2180  DESIGNATION -  LOON 2
 LA2180  PID         -  LA2180
 LA2180  STATE/COUNTY-  IN/HUNTINGTON
 LA2180  USGS QUAD   -  ANDREWS (1994)
 LA2180
 LA2180                         *CURRENT SURVEY CONTROL
 LA2180  ___________________________________________________________________
 LA2180* NAD 83(1997)-  40 49 35.40318(N)    085 32 11.31111(W)     ADJUSTED  
 LA2180* NAVD 88     -       252.     (meters)     827.     (feet)  SCALED    
 LA2180  ___________________________________________________________________
 LA2180  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 LA2180  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 LA2180
 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.No horizontal observational check was made to the station.
 LA2180
 LA2180.The orthometric height was scaled from a topographic map.
 LA2180
 LA2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2180
 LA2180.The geoid height was determined by GEOID03.
 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     -   0.99996583  x   0.99996815  =   0.99993398
 LA2180!UTM  16      -   0.99996583  x   0.99978745  =   0.99975329
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2180.See file dsdata.txt to determine how the superseded data were derived.
 LA2180
 LA2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2340920528(NAD 83)
 LA2180_MARKER: DS = TRIANGULATION STATION DISK
 LA2180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2180_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LA2180_MARK LOGO: NGS   
 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 = OCTOBER  6, 2006
 LA2178 ***********************************************************************
 LA2178  DESIGNATION -  LOON 2 AZ MK
 LA2178  PID         -  LA2178
 LA2178  STATE/COUNTY-  IN/HUNTINGTON
 LA2178  USGS QUAD   -  ANDREWS (1994)
 LA2178
 LA2178                         *CURRENT SURVEY CONTROL
 LA2178  ___________________________________________________________________
 LA2178* NAD 83(1997)-  40 49 45.85722(N)    085 32 01.74503(W)     ADJUSTED  
 LA2178* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 LA2178  ___________________________________________________________________
 LA2178  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 LA2178  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 LA2178
 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.No horizontal observational check was made to the station.
 LA2178
 LA2178.The orthometric height was scaled from a topographic map.
 LA2178
 LA2178.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2178
 LA2178.The geoid height was determined by GEOID03.
 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     -   0.99996599  x   0.99996821  =   0.99993420
 LA2178!UTM  16      -   0.99996599  x   0.99978812  =   0.99975411
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2178.See file dsdata.txt to determine how the superseded data were derived.
 LA2178
 LA2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2362820854(NAD 83)
 LA2178_MARKER: DZ = AZIMUTH MARK DISK
 LA2178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA2179 ***********************************************************************
 LA2179  DESIGNATION -  LOON AZ MK
 LA2179  PID         -  LA2179
 LA2179  STATE/COUNTY-  IN/HUNTINGTON
 LA2179  USGS QUAD   -  ANDREWS (1994)
 LA2179
 LA2179                         *CURRENT SURVEY CONTROL
 LA2179  ___________________________________________________________________
 LA2179* NAD 83(1997)-  40 49 43.34326(N)    085 32 05.12817(W)     ADJUSTED  
 LA2179* NAVD 88     -       252.     (meters)     827.     (feet)  SCALED    
 LA2179  ___________________________________________________________________
 LA2179  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 LA2179  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 LA2179
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2179
 LA2179.The geoid height was determined by GEOID03.
 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     -   0.99996583  x   0.99996819  =   0.99993402
 LA2179!UTM  16      -   0.99996583  x   0.99978788  =   0.99975372
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2179.See file dsdata.txt to determine how the superseded data were derived.
 LA2179
 LA2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2355020775(NAD 83)
 LA2179_MARK LOGO: CGS   
 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 (CLN)
 LA2179'NEAREST TOWN--HUNTINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2366 ***********************************************************************
 LB2366  DESIGNATION -  LOREE
 LB2366  PID         -  LB2366
 LB2366  STATE/COUNTY-  IN/MIAMI
 LB2366  USGS QUAD   -  BUNKER HILL (1994)
 LB2366
 LB2366                         *CURRENT SURVEY CONTROL
 LB2366  ___________________________________________________________________
 LB2366* NAD 83(1997)-  40 39 26.90034(N)    086 03 38.05589(W)     ADJUSTED  
 LB2366* NAVD 88     -       242.90   (+/-2cm)     796.9    (feet)  VERTCON   
 LB2366  ___________________________________________________________________
 LB2366  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 LB2366  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 LB2366
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2366
 LB2366.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2366
 LB2366.The geoid height was determined by GEOID03.
 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     -   0.99996727  x   0.99998032  =   0.99994759
 LB2366!UTM  16      -   0.99996727  x   0.99967763  =   0.99964491
 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|---------------------------------------------------------------------|
 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 (07/19/86)  243.02   (m)          797.3    (f) LEVELING    3  
 LB2366
 LB2366.Superseded values are not recommended for survey control.
 LB2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2366.See file dsdata.txt to determine how the superseded data were derived.
 LB2366
 LB2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7941601159(NAD 83)
 LB2366_MARKER: DS = TRIANGULATION STATION DISK
 LB2366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA0188 ***********************************************************************
 JA0188  CBN         -  This is a Cooperative Base Network Control Station.
 JA0188  DESIGNATION -  LOST
 JA0188  PID         -  JA0188
 JA0188  STATE/COUNTY-  IN/WASHINGTON
 JA0188  USGS QUAD   -  BECKS MILL (1994)
 JA0188
 JA0188                         *CURRENT SURVEY CONTROL
 JA0188  ___________________________________________________________________
 JA0188* NAD 83(1997)-  38 37 27.01105(N)    086 13 57.82027(W)     ADJUSTED  
 JA0188* NAVD 88     -       256.457  (meters)     841.39   (feet)  ADJUSTED  
 JA0188  ___________________________________________________________________
 JA0188  X           -     327,839.738 (meters)                     COMP
 JA0188  Y           -  -4,978,869.553 (meters)                     COMP
 JA0188  Z           -   3,959,946.607 (meters)                     COMP
 JA0188  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 JA0188  ELLIP HEIGHT-         223.10  (meters)          (04/10/98) GPS OBS
 JA0188  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JA0188  DYNAMIC HT  -         256.286 (meters)     840.83  (feet)  COMP
 JA0188  MODELED GRAV-     979,954.2   (mgal)                       NAVD 88
 JA0188
 JA0188  HORZ ORDER  -  B
 JA0188  VERT ORDER  -  FIRST     CLASS II
 JA0188  ELLP ORDER  -  FOURTH    CLASS I
 JA0188
 JA0188.The horizontal coordinates were established by GPS observations
 JA0188.and adjusted by the National Geodetic Survey in April 1998..
 JA0188
 JA0188.The orthometric height was determined by differential leveling
 JA0188.and adjusted by the National Geodetic Survey in June 1991..
 JA0188
 JA0188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA0188
 JA0188.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0188
 JA0188.The ellipsoidal height was determined by GPS observations
 JA0188.and is referenced to NAD 83.
 JA0188
 JA0188.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JA0188;SPC IN E     -   374,928.047    50,707.269   MT  0.99999658   -0 21 12.1
 JA0188;SPC IN E     - 1,230,076.43    166,362.10   sFT  0.99999658   -0 21 12.1
 JA0188;SPC IN W     -   375,119.272   974,071.248   MT  1.00003420   +0 31 51.5
 JA0188;SPC IN W     - 1,230,703.81  3,195,765.42   sFT  1.00003420   +0 31 51.5
 JA0188;UTM  16      - 4,275,350.800   566,789.928   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  =   0.99999919
 JA0188!UTM  16      -   0.99996500  x   0.99965493  =   0.99961994
 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                                         3563356.1 |
 JA0188|---------------------------------------------------------------------|
 JA0188
 JA0188                          SUPERSEDED SURVEY CONTROL
 JA0188
 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 (04/10/98)  256.46   (m)          841.4    (f) LEVELING    3  
 JA0188  NGVD 29 (??/??/92)  256.566  (m)          841.75   (f) ADJ UNCH    1 2
 JA0188
 JA0188.Superseded values are not recommended for survey control.
 JA0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0188.See file dsdata.txt to determine how the superseded data were derived.
 JA0188
 JA0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6679075351(NAD 83)
 JA0188_MARKER: DS = TRIANGULATION STATION DISK
 JA0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0188_STAMPING: LOST 1946
 JA0188_MARK LOGO: CGS   
 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 - June 03, 1997
 JA0188
 JA0188  HISTORY     - Date     Condition        Report By
 JA0188  HISTORY     - 1946     MONUMENTED       CGS
 JA0188  HISTORY     - 1949     GOOD             NGS
 JA0188  HISTORY     - 1967     GOOD             CGS
 JA0188  HISTORY     - 19970603 GOOD             NGS
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2260 ***********************************************************************
 ME2260  DESIGNATION -  LOST
 ME2260  PID         -  ME2260
 ME2260  STATE/COUNTY-  IN/ST JOSEPH
 ME2260  USGS QUAD   -  LYDICK (1969)
 ME2260
 ME2260                         *CURRENT SURVEY CONTROL
 ME2260  ___________________________________________________________________
 ME2260* NAD 83(1997)-  41 38 34.36922(N)    086 22 48.97432(W)     ADJUSTED  
 ME2260* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 ME2260  ___________________________________________________________________
 ME2260  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 ME2260  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME2260
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2260
 ME2260.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2260.See file dsdata.txt to determine how the superseded data were derived.
 ME2260
 ME2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5161110312(NAD 83)
 ME2260_MARKER: DS = TRIANGULATION STATION DISK
 ME2260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2260_STAMPING: LOST 1952
 ME2260_MARK LOGO: CGS   
 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
 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
 ME2260'STATE HIGHWAY 223 AND
 ME2260'QUINCE ROAD ABOUT 6 MILES WEST OF SOUTH BEND AND ABOUT 2 MILES
 ME2260'NORTHEAST OF CRUMSTOWN.  IT IS
 ME2260'65 FEET SOUTHEAST OF THE INTERSECTION, 53 FEET SOUTHEAST OF THE
 ME2260'CENTER OF HIGHWAY 223, 30 FEET
 ME2260'NORTHEAST OF A 12 INCH WALNUT TREE AND 13 FEET NORTH
 ME2260'OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND
 ME2260'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
 ME2260'POWER POLE AND 2 FEET NORTHWEST OF A FENCE.  THE MARK PROJECTS ABOUT
 ME2260'6 INCHES AND THE DISK IS STAMPED
 ME2260'LOST NO 1 1952.
 ME2260'
 ME2260'REFERENCE MARK NO. 2 IS 38 FEET NORTHWEST OF THE CENTER OF THE
 ME2260'HIGHWAY AND 8 FEET
 ME2260'NORTHEAST OF THE CENTER OF A DRIVEWAY.  THE MARK IS FLUSH AND THE
 ME2260'DISK IS STAMPED LOST NO 2 1952.
 ME2260'
 ME2260'AZIMUTH MARK IS 43 FEET EAST OF THE CENTER OF PEAR ROAD, 38 FEET
 ME2260'NORTH OF THE CENTER OF
 ME2260'HIGHWAY 223, 2 FEET SOUTH OF A POWER POLE AND 2 FEET SOUTHEAST OF A
 ME2260'WHITE WITNESS POST.  THE MARK IS
 ME2260'FLUSH AND THE DISK IS 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
 ME2260'OF THE CENTER OF SOUTH BEND, GO SOUTHWEST ON HIGHWAY 223 FOR 3.55
 ME2260'MILES TO THE INTERSECTION OF QUINCE
 ME2260'ROAD AND THE STATION ON THE LEFT AS DESCRIBED.
 ME2260'CONTINUE WEST ON THE HIGHWAY FOR 0.25 MILE TO THE
 ME2260'INTERSECTION OF PEAR ROAD AND THE
 ME2260'AZIMUTH MARK ON 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.
 ME2260'
 ME2260'LOST NO 1 1952 FOUND POOR - HAS BEEN STRUCK BY VEHICLE CONCRETE IS
 ME2260'BROKEN AND DISK IS SMASHED DOWN.
 ME2260'
 ME2260'LOST 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.  THE STATION IS LOCATED ABOUT IN THE
 ME2260'SOUTHEAST QUADRANT OF THE INTERSECTION OF CRUMSTOWN HIGHWAY AND QUINCE
 ME2260'ROAD, ABOUT 6.0 MILES, (9.7 KM) 9.7 KM (6.00 MI) WEST OF SOUTH BEND,
 ME2260'2.0 MILES, (3.2 KM) 3.2 KM (2.00 MI) NORTHEAST OF CRUMSTOWN AND IN THE
 ME2260'FRONT LAWN AT EAST EDGE OF DRIVEWAY OF HOUSE NUMBER 58430.
 ME2260'OWNERSHIP--MR ED ZMUDY WHO LIVES AT THE STATION SITE. TO REACH THE
 ME2260'STATION FROM THE JUNCTION OF STATE HIGHWAY 23 AND MAYFLOWER ROAD,
 ME2260'WHICH IS ABOUT 5.0 MILES (8.0 KM) SOUTHWEST OF SOUTH BEND, GO WEST ON
 ME2260'MAYFLOWER ROAD FOR 2.45 MILES, (3.94 KM) 3.94 KM (2.45 MI) TO A
 ME2260'CROSSROAD, CRUMSTOWN HIGHWAY.  TURN LEFT AND GO SOUTHWESTERLY FOR 3.55
 ME2260'MILES, (5.71 KM) 5.72 KM (3.55 MI) TO A SIDEROAD LEFT, QUINCE ROAD AND
 ME2260'THE STATION AS DESCRIBED.  THE STATION IS A STANDARD CGS DISK
 ME2260'STAMPED,---LOST 1952---, SET INTO THE TOP OF A SQUARE CONCRETE
 ME2260'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, RECESSED, 10 INCHES, 30 CM
 ME2260'BELOW THE GROUND.  THE STATION IS LOCATED 20.300 METERS (66.601 FT)
 ME2260'NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF GARAGE AND HOUSE NUMBER
 ME2260'58430, 16.429 METERS (53.901 FT) EAST FROM THE CENTERLINE OF QUINCE
 ME2260'ROAD, 16.032 METERS (52.598 FT) SOUTH FROM THE CENTERLINE OF CRUMSTOWN
 ME2260'HIGHWAY AND 9.022 METERS (29.600 FT) NORTHEAST FROM A 22 INCH WALNUT
 ME2260'TREE.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED,---LOST NO 1
 ME2260'1952---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 ME2260'CM) IN DIAMETER, PROJECTING, 1 INCH, 3 CM, ABOVE THE GROUND.  THE
 ME2260'STATION IS LOCATED 8.534 METERS (27.999 FT) SOUTHEAST FROM THE
 ME2260'CENTERLINE OF CRUMSTOWN HIGHWAY, 1.829 METERS (6.001 FT) WEST FROM A
 ME2260'UTILITY POLE, AND 1.219 METERS (3.999 FT) WEST FROM AN UNDERGROUND
 ME2260'TELEPHONE JUNCTION BOX, AND 0.3 METERS (1.0 FT) ABOVE THE STATION.
 ME2260'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED---LOST NO 2
 ME2260'1952---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 ME2260'CM IN) DIAMETER, FLUSH, WITH GROUND.  THE STATION IS LOCATED 11.582
 ME2260'METERS (37.999 FT) NORTHWEST FROM THE CENTER OF CRUMSTOWN HIGHWAY,
 ME2260'6.279 METERS (20.600 FT) NORTHEAST FROM A UTILITY POLE, NUMBER J
 ME2260'298-20, AND 2.438 METERS (7.999 FT) NORTHEAST FROM THE CENTER OF A
 ME2260'DRIVEWAY NORTH, AND 0.8 METERS (2.6 FT) ABOVE THE STATION.  REFERENCE
 ME2260'MARK NO 3 IS A STANDARD NGS, DISK STAMPED,---LOST 1952 NO 3 1985---,
 ME2260'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES (25 CM) IN
 ME2260'DIAMETER, FLUSH, WITH GROUND.  THE STATION IS LOCATED 14.630 METERS
 ME2260'(47.999 FT) SOUTHEAST FROM THE CENTER OF CRUMSTOWN HIGHWAY, 7.620
 ME2260'METERS (25.000 FT) NORTHWEST FROM THE 22 INCH WALNUT TREE, 4.694
 ME2260'METERS (15.400 FT) EAST FROM THE CENTER OF QUINCE RAOD AND 0.305
 ME2260'METERS (1.001 FT) NORTH FROM A STOP SIGN, AND LEVEL WITH THE STATION.
 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.  TO REACH THE
 ME2260'AZIMUTH MARK FROM THE SOUTHWESTERLY ON CRUMSTOWN HIGHWAY FOR 0.25 MILE
 ME2260'(0.40 KM) 0.4 KM (0.25 MI) TO THE JUNCTION OF PEAR ROAD AND THE MARK
 ME2260'ON RIGHT AS DESCRIBED.
 ME2260
 ME2260                          STATION RECOVERY (1994)
 ME2260
 ME2260'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME2260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0187 ***********************************************************************
 JA0187  DESIGNATION -  LOST AZ MK
 JA0187  PID         -  JA0187
 JA0187  STATE/COUNTY-  IN/WASHINGTON
 JA0187  USGS QUAD   -  SMEDLEY (1994)
 JA0187
 JA0187                         *CURRENT SURVEY CONTROL
 JA0187  ___________________________________________________________________
 JA0187* NAD 83(1986)-  38 37 46.     (N)    086 13 59.     (W)     SCALED    
 JA0187* NAVD 88     -       258.415  (meters)     847.82   (feet)  ADJUSTED  
 JA0187  ___________________________________________________________________
 JA0187  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JA0187  DYNAMIC HT  -         258.243 (meters)     847.25  (feet)  COMP
 JA0187  MODELED GRAV-     979,955.7   (mgal)                       NAVD 88
 JA0187
 JA0187  VERT ORDER  -  FIRST     CLASS II
 JA0187
 JA0187.The horizontal coordinates were scaled from a topographic map and have
 JA0187.an estimated accuracy of +/- 6 seconds.
 JA0187
 JA0187.The orthometric height was determined by differential leveling
 JA0187.and adjusted by the National Geodetic Survey in June 1991..
 JA0187
 JA0187.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0187.See file dsdata.txt to determine how the superseded data were derived.
 JA0187
 JA0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH667759(NAD 83)
 JA0187_MARKER: DZ = AZIMUTH MARK DISK
 JA0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0187_STAMPING: LOST 1946
 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             NGS
 JA0187
 JA0187                          STATION DESCRIPTION
 JA0187
 JA0187'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0189 ***********************************************************************
 JA0189  DESIGNATION -  LOST RM 1
 JA0189  PID         -  JA0189
 JA0189  STATE/COUNTY-  IN/WASHINGTON
 JA0189  USGS QUAD   -  BECKS MILL (1994)
 JA0189
 JA0189                         *CURRENT SURVEY CONTROL
 JA0189  ___________________________________________________________________
 JA0189* NAD 83(1986)-  38 37 26.     (N)    086 13 57.     (W)     SCALED    
 JA0189* NAVD 88     -       256.432  (meters)     841.31   (feet)  ADJUSTED  
 JA0189  ___________________________________________________________________
 JA0189  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JA0189  DYNAMIC HT  -         256.261 (meters)     840.75  (feet)  COMP
 JA0189  MODELED GRAV-     979,954.2   (mgal)                       NAVD 88
 JA0189
 JA0189  VERT ORDER  -  FIRST     CLASS II
 JA0189
 JA0189.The horizontal coordinates were scaled from a topographic map and have
 JA0189.an estimated accuracy of +/- 6 seconds.
 JA0189
 JA0189.The orthometric height was determined by differential leveling
 JA0189.and adjusted by the National Geodetic Survey in June 1991..
 JA0189
 JA0189.The geoid height was determined by GEOID03.
 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     -   374,900.       50,730.      MT  (+/- 180 meters Scaled)
 JA0189
 JA0189                          SUPERSEDED SURVEY CONTROL
 JA0189
 JA0189  NGVD 29 (??/??/92)  256.540  (m)          841.66   (f) ADJ UNCH    1 2
 JA0189
 JA0189.Superseded values are not recommended for survey control.
 JA0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0189.See file dsdata.txt to determine how the superseded data were derived.
 JA0189
 JA0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH668753(NAD 83)
 JA0189_MARKER: DR = REFERENCE MARK DISK
 JA0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0189_STAMPING: LOST NO 1 1946
 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             NGS
 JA0189
 JA0189                          STATION DESCRIPTION
 JA0189
 JA0189'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0190 ***********************************************************************
 JA0190  DESIGNATION -  LOST RM 2
 JA0190  PID         -  JA0190
 JA0190  STATE/COUNTY-  IN/WASHINGTON
 JA0190  USGS QUAD   -  BECKS MILL (1994)
 JA0190
 JA0190                         *CURRENT SURVEY CONTROL
 JA0190  ___________________________________________________________________
 JA0190* NAD 83(1986)-  38 37 26.     (N)    086 13 57.     (W)     SCALED    
 JA0190* NAVD 88     -       256.793  (meters)     842.50   (feet)  ADJUSTED  
 JA0190  ___________________________________________________________________
 JA0190  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JA0190  DYNAMIC HT  -         256.621 (meters)     841.93  (feet)  COMP
 JA0190  MODELED GRAV-     979,954.2   (mgal)                       NAVD 88
 JA0190
 JA0190  VERT ORDER  -  FIRST     CLASS II
 JA0190
 JA0190.The horizontal coordinates were scaled from a topographic map and have
 JA0190.an estimated accuracy of +/- 6 seconds.
 JA0190
 JA0190.The orthometric height was determined by differential leveling
 JA0190.and adjusted by the National Geodetic Survey in June 1991..
 JA0190
 JA0190.The geoid height was determined by GEOID03.
 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     -   374,900.       50,730.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0190.See file dsdata.txt to determine how the superseded data were derived.
 JA0190
 JA0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH668753(NAD 83)
 JA0190_MARKER: DR = REFERENCE MARK DISK
 JA0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0190_STAMPING: LOST NO 2 1946
 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             NGS
 JA0190
 JA0190                          STATION DESCRIPTION
 JA0190
 JA0190'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1889 ***********************************************************************
 JA1889  DESIGNATION -  LOTTES
 JA1889  PID         -  JA1889
 JA1889  STATE/COUNTY-  IN/DUBOIS
 JA1889  USGS QUAD   -  JASPER (1990)
 JA1889
 JA1889                         *CURRENT SURVEY CONTROL
 JA1889  ___________________________________________________________________
 JA1889* NAD 83(1997)-  38 28 24.87564(N)    086 53 15.30935(W)     ADJUSTED  
 JA1889* NAVD 88     -       199.     (meters)     653.     (feet)  SCALED    
 JA1889  ___________________________________________________________________
 JA1889  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 JA1889  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JA1889
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1889
 JA1889.The geoid height was determined by GEOID03.
 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     -   0.99997390  x   0.99997026  =   0.99994416
 JA1889!UTM  16      -   0.99997390  x   0.99960118  =   0.99957509
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1889.See file dsdata.txt to determine how the superseded data were derived.
 JA1889
 JA1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0980658367(NAD 83)
 JA1889_MARKER: DS = TRIANGULATION STATION DISK
 JA1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1889'56, ON THE HIGHEST POINT OF A DENSLY TIMBERED HILL,
 JA1889'ON THE PROPERTY OF MR PETE LOTTES.
 JA1889'IT IS 32.2 FEET SOUTH OF A
 JA1889'12-INCH HICKORY TREE AND 6 FEET SOUTH OF A WHITE
 JA1889'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
 JA1889'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
 JA1889'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
 JA1889'SCHOOL YARD.  IT IS 65.5 FEET SOUTH OF A 24-INCH OAK
 JA1889'WHICH IS MARKED TBM 602.4 ON
 JA1889'THE NORTH SIDE OF IT, 51.9 FEET
 JA1889'WEST-SOUTHWEST OF THE SCHOOL HOUSE AND 27 FEET
 JA1889'EAST OF A DIRT ROAD.
 JA1889'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED LOTTES
 JA1889'1946.
 JA1889'
 JA1889'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 45 AND 56 IN
 JA1889'HAYSVILLE, GO EAST ON STATE
 JA1889'HIGHWAY 56 FOR 1.6 MILES TO A SIDE ROAD AND SCHOOL
 JA1889'ON THE RIGHT, TURN RIGHT AND GO
 JA1889'SOUTH 0.8 MILE TO A GATE ON THE
 JA1889'RIGHT, TURN RIGHT THROUGH THE GATE AND FOLLOW A
 JA1889'NARROW ROAD BACK TO
 JA1889'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 = OCTOBER  6, 2006
 JA1884 ***********************************************************************
 JA1884  DESIGNATION -  LOTTES AZ MK
 JA1884  PID         -  JA1884
 JA1884  STATE/COUNTY-  IN/DUBOIS
 JA1884  USGS QUAD   -  JASPER (1990)
 JA1884
 JA1884                         *CURRENT SURVEY CONTROL
 JA1884  ___________________________________________________________________
 JA1884* NAD 83(1997)-  38 28 51.09935(N)    086 53 11.92462(W)     ADJUSTED  
 JA1884* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 JA1884  ___________________________________________________________________
 JA1884  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 JA1884  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JA1884
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1884
 JA1884.The geoid height was determined by GEOID03.
 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     -   0.99997641  x   0.99997029  =   0.99994670
 JA1884!UTM  16      -   0.99997641  x   0.99960120  =   0.99957762
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1884.See file dsdata.txt to determine how the superseded data were derived.
 JA1884
 JA1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0988759176(NAD 83)
 JA1884_MARKER: DR = REFERENCE MARK DISK
 JA1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1884_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2355 ***********************************************************************
 HZ2355  DESIGNATION -  LOUISVILLE INDIANAP AWY BN 3
 HZ2355  PID         -  HZ2355
 HZ2355  STATE/COUNTY-  IN/JACKSON
 HZ2355  USGS QUAD   -  CROTHERSVILLE (1993)
 HZ2355
 HZ2355                         *CURRENT SURVEY CONTROL
 HZ2355  ___________________________________________________________________
 HZ2355* NAD 83(1997)-  38 45 51.42371(N)    085 52 09.96602(W)     ADJUSTED  
 HZ2355* NAVD 88     -                                                        
 HZ2355  ___________________________________________________________________
 HZ2355  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 HZ2355  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 HZ2355
 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
 HZ2355.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2355
 HZ2355.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2355
 HZ2355  NAD 83(1993)-  38 45 51.42655(N)    085 52 09.96463(W) AD(       ) 4
 HZ2355  NAD 83(1986)-  38 45 51.42695(N)    085 52 09.96910(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2355.See file dsdata.txt to determine how the superseded data were derived.
 HZ2355
 HZ2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9822391226(NAD 83)
 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 = OCTOBER  6, 2006
 JA1848 ***********************************************************************
 JA1848  DESIGNATION -  LOW
 JA1848  PID         -  JA1848
 JA1848  STATE/COUNTY-  IN/DUBOIS
 JA1848  USGS QUAD   -  DALE (1980)
 JA1848
 JA1848                         *CURRENT SURVEY CONTROL
 JA1848  ___________________________________________________________________
 JA1848* NAD 83(1997)-  38 14 50.38274(N)    086 59 54.91314(W)     ADJUSTED  
 JA1848* NAVD 88     -       162.     (meters)     531.     (feet)  SCALED    
 JA1848  ___________________________________________________________________
 JA1848  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 JA1848  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 JA1848
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1848
 JA1848.The geoid height was determined by GEOID03.
 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     -   0.99997962  x   0.99996734  =   0.99994696
 JA1848!UTM  16      -   0.99997962  x   0.99960000  =   0.99957963
 JA1848
 JA1848|---------------------------------------------------------------------|
 JA1848| PID    Reference Object                     Distance      Geod. Az  |
 JA1848|                                                           dddmmss.s |
 JA1848| JA1846 97 CH BM USGS 1946                   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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1848.See file dsdata.txt to determine how the superseded data were derived.
 JA1848
 JA1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0012433257(NAD 83)
 JA1848_MARKER: DS = TRIANGULATION STATION DISK
 JA1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1848'WEST OF A T-ROAD INTERSECTION, AND 36 FEET SOUTH OF AN OLD
 JA1848'WASHOUT ROAD, AND 7.8 FEET
 JA1848'NORTHEAST OF A WHITE WITNESS POST.  THE
 JA1848'MARK PROJECTS 5 INCHES AND THE DISK IS
 JA1848'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
 JA1848'OF THE T-INTERSECTION, 16 FEET SOUTH OF A TELEPHONE
 JA1848'POLE.  THE MARK PROJECTS 3 INCHES
 JA1848'AND THE DISK IS STAMPED 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
 JA1848'CLOVER FIELD.  THE MARK PROJECTS 6 INCHES AND THE
 JA1848'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
 JA1848'A WHITE WITNESS POST, 2.9 FEET WEST-SOUTHWEST OF A
 JA1848'TELEPHONE POLE AND 13.2 FEET WEST
 JA1848'OF AN 18-INCH COTTONWOOD TREE.  THE
 JA1848'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
 JA1848'STATE HIGHWAY 45, GO SOUTH
 JA1848'ON STATE HIGHWAY 45 FOR 3.5 MILES TO A CROSSROAD, TURN
 JA1848'RIGHT OFF STATE HIGHWAY 45, AND
 JA1848'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 = OCTOBER  6, 2006
 ME1269 ***********************************************************************
 ME1269  DESIGNATION -  LOWELL
 ME1269  PID         -  ME1269
 ME1269  STATE/COUNTY-  IN/LAKE
 ME1269  USGS QUAD   -  LOWELL (1992)
 ME1269
 ME1269                         *CURRENT SURVEY CONTROL
 ME1269  ___________________________________________________________________
 ME1269* NAD 83(1997)-  41 17 22.93404(N)    087 23 16.72235(W)     ADJUSTED  
 ME1269* NAVD 88     -       211.21   (meters)     692.9    (feet)  RESET     
 ME1269  ___________________________________________________________________
 ME1269  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 ME1269  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME1269
 ME1269  HORZ ORDER  -  THIRD
 ME1269  VERT ORDER  -  THIRD
 ME1269
 ME1269.The horizontal coordinates were established by classical geodetic methods
 ME1269.and adjusted by the National Geodetic Survey in May 1999..
 ME1269
 ME1269.The orthometric height was computed from unverified reset data.
 ME1269
 ME1269.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME1269
 ME1269.The geoid height was determined by GEOID03.
 ME1269
 ME1269;                    North         East     Units Scale Factor Converg.
 ME1269;SPC IN W     -   670,775.451   874,482.020   MT  0.99997468   -0 12 03.7
 ME1269;SPC IN W     - 2,200,702.46  2,869,029.76   sFT  0.99997468   -0 12 03.7
 ME1269;UTM  16      - 4,570,990.334   467,513.676   MT  0.99961299   -0 15 21.7
 ME1269
 ME1269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME1269!SPC IN W     -   0.99997213  x   0.99997468  =   0.99994681
 ME1269!UTM  16      -   0.99997213  x   0.99961299  =   0.99958513
 ME1269
 ME1269|---------------------------------------------------------------------|
 ME1269| PID    Reference Object                     Distance      Geod. Az  |
 ME1269|                                                           dddmmss.s |
 ME1269| ME1268 LOWELL RM 2                          17.582 METERS 00213     |
 ME1269| ME1270 LOWELL RM 1                          14.649 METERS 26910     |
 ME1269| CM3072 LOWELL AZ MK                                       2731244.7 |
 ME1269| CM3073 LOWELL RM 3                                        2801955.7 |
 ME1269| ME1267 Y 138                                86.176 METERS 28755     |
 ME1269|---------------------------------------------------------------------|
 ME1269
 ME1269                          SUPERSEDED SURVEY CONTROL
 ME1269
 ME1269  NAD 83(1986)-  41 17 22.93846(N)    087 23 16.72890(W) AD(       ) 3
 ME1269  NAD 27      -  41 17 22.80780(N)    087 23 16.60390(W) AD(       ) 3
 ME1269
 ME1269.Superseded values are not recommended for survey control.
 ME1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1269.See file dsdata.txt to determine how the superseded data were derived.
 ME1269
 ME1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6751470990(NAD 83)
 ME1269_MARKER: DS = TRIANGULATION STATION DISK
 ME1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1269_STAMPING: LOWELL 1952
 ME1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1269+STABILITY: SURFACE MOTION
 ME1269
 ME1269  HISTORY     - Date     Condition        Report By
 ME1269  HISTORY     - 1952     MONUMENTED       CGS
 ME1269  HISTORY     - 1968     GOOD             CGS
 ME1269  HISTORY     - 1972     GOOD             NGS
 ME1269  HISTORY     - 1972     GOOD             NGS
 ME1269  HISTORY     - 19900702 MARK NOT FOUND   USGS
 ME1269
 ME1269                          STATION DESCRIPTION
 ME1269
 ME1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME1269'STATION IS LOCATED 10 MILES SOUTH OF CROWN POINT, 2 MILES EAST OF
 ME1269'LOWELL ON THE SOUTH SIDE OF
 ME1269'STATE HIGHWAY 2 AND ON THE HIGHWAY RIGHT-OF-WAY.  IT IS 28 FEET SOUTH
 ME1269'OF THE CENTER OF THE HIGHWAY, 22
 ME1269'FEET WEST OF A TELEPHONE POLE WITH A TRIANGLE BLAZE ON THE
 ME1269'NORTH SIDE, 4 FEET EAST OF A WHITE WITNESS POST
 ME1269'AND 2 FEET NORTH OF A FENCE LINE.  THE
 ME1269'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED LOWELL 1952.
 ME1269'
 ME1269'REFERENCE MARK NO. 1 IS 30 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 ME1269'AND 1 FOOT NORTH OF THE
 ME1269'FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 ME1269'LOWELL NO 1 1952.
 ME1269'
 ME1269'REFERENCE MARK NO. 2 IS 29 FEET NORTH OF THE CENTER OF THE HIGHWAY
 ME1269'AND 1 FOOT SOUTH OF A
 ME1269'FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 ME1269'LOWELL NO 2 1952.
 ME1269'
 ME1269'AZIMUTH MARK IS 27 FEET NORTH OF THE CENTER OF THE HIGHWAY, 2 FEET
 ME1269'EAST OF A WHITE WITNESS POST
 ME1269'AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE
 ME1269'DISK IS STAMPED LOWELL 1952.
 ME1269'
 ME1269'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 2 AND THE
 ME1269'MONON RAIL ROAD IN LOWELL GO
 ME1269'EAST ON THE HIGHWAY FOR 1.6 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 ME1269'DESCRIBED.  CONTINUE FOR 0.25 MILE
 ME1269'TO THE STATION ON THE RIGHT AS DESCRIBED.
 ME1269'
 ME1269'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 ME1269
 ME1269                          STATION RECOVERY (1968)
 ME1269
 ME1269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME1269'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE
 ME1269'DESCRIPTION IS
 ME1269'GOOD WITH THE FOLLOWING CHANGES.
 ME1269'
 ME1269'THE FENCE AND TELEPHONE POLE AT THE STATION MARKS ARE GONE AND
 ME1269'IT IS NOW 1 FOOT
 ME1269'NORTH OF A METAL WITNESS POST.
 ME1269'
 ME1269'REFERENCE MARK 1 IS 48 FEET WEST OF THE WITNESS POST.
 ME1269'
 ME1269'THE FENCE AT THE AZIMUTH MARK IS GONE AND THE MARK IS 1 FOOT
 ME1269'NORTHEAST OF A
 ME1269'METAL WITNESS POST.
 ME1269'
 ME1269'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 2 MILES EAST OF
 ME1269'LOWELL.
 ME1269
 ME1269                          STATION RECOVERY (1972)
 ME1269
 ME1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 ME1269'ALL MARKS RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 ME1269'WAS IN THE WAY OF
 ME1269'GRADING AND WAS DESTROYED AFTER R.M. 3 1972 WAS
 ME1269'ESTABLISHED.  THE DIRECTION TO
 ME1269'REFERENCE MARK 2 CHECKED BUT THE DISTANCE
 ME1269'WAS FOUND TO BE IN ERROR.  THE DISTANCE TO
 ME1269'REFERENCE MARK 1 CHECKED BUT
 ME1269'THE DIRECTION WAS FOUND TO BE IN ERROR.  A NEW DESCRIPTION
 ME1269'FOLLOWS-
 ME1269'
 ME1269'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF CROWN POINT, ON
 ME1269'ROAD RIGHT-OF-WAY,
 ME1269'212 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF A
 ME1269'METAL WITNESS POST, 28 FEET SOUTH OF
 ME1269'THE CENTERLINE OF STATE HIGHWAY 2,
 ME1269'283 FEET EAST OF A CONCRETE HEADWALL.  THE MONUMENT
 ME1269'PROJECTS 2 INCHES
 ME1269'AND THE DISK IS STAMPED LOWELL 1952.
 ME1269'
 ME1269'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE LOWELL HIGH
 ME1269'SCHOOL AT THE EAST
 ME1269'EDGE OF LOWELL, GO EAST ON HIGHWAY 2 FOR 0.2 MILE TO
 ME1269'THE STATION ON THE RIGHT.
 ME1269'
 ME1269'REFERENCE MARK 1 IS 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 ME1269'48 FEET WEST OF A
 ME1269'METAL WITNESS POST AND 231 FEET SOUTHEAST OF A
 ME1269'CONCRETE HEADWALL.  THE MONUMENT
 ME1269'PROJECTS 4 INCHES AND THE DISK IS
 ME1269'STAMPED LOWELL NO 1 1952.
 ME1269'
 ME1269'REFERENCE MARK 2 IS 53 FEET EAST OF A POWER POLE, 30 FEET NORTH
 ME1269'OF THE CENTERLINE
 ME1269'OF THE HIGHWAY AND 1 FOOT SOUTH OF A FENCE.  THE MONUMENT
 ME1269'PROJECTS 2 INCHES AND THE DISK IS
 ME1269'STAMPED LOWELL NO 2 1952.
 ME1269'
 ME1269'BM Y 138 1946 IS A STANDARD BENCH MARK DISK SET IN A DRILL HOLE
 ME1269'IN THE EAST END OF
 ME1269'THE NORTH HEADWALL OF AN 18 INCH CONCRETE CULVERT,
 ME1269'19 FEET NORTH OF THE CENTERLINE OF
 ME1269'THE HIGHWAY, 1 FOOT WEST OF THE
 ME1269'EAST END OF HEADWALL AND ABOUT 1 FOOT BELOW THE LEVEL
 ME1269'OF THE HIGHWAY.
 ME1269'THE DISK IS STAMPED Y 138 1946.
 ME1269'
 ME1269'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK SET IN A DRILL HOLE
 ME1269'IN THE CONCRETE
 ME1269'SIDEWALK AT THE SOUTHEAST EDGE OF THE HIGH SCHOOL, 56
 ME1269'FEET WEST OF A FIRE HYDRANT, 21
 ME1269'FEET NORTH OF THE CENTERLINE OF DRIVE
 ME1269'AT SOUTH SIDE OF THE SCHOOL, 10 FEET SOUTHWEST OF
 ME1269'A 4 FOOT HIGH METAL
 ME1269'TOPPED LIGHT, 42 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF CIRCULAR
 ME1269'WALL OF SCHOOL, 51
 ME1269'FEET SOUTH OF A WATER HYDRANT IN THE WALL AND 6 INCHES
 ME1269'SOUTHEAST OF THE NORTHWEST EDGE
 ME1269'OF THE SIDEWALK.  THE DISK IS STAMPED
 ME1269'LOWELL 1952 NO 3 1972.
 ME1269'
 ME1269'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 2 MILES EAST
 ME1269'OF LOWELL.
 ME1269'
 ME1269'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 ME1269
 ME1269                          STATION RECOVERY (1972)
 ME1269
 ME1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ME1269'1.5 MI E FROM LOWELL.
 ME1269'0.2 MILE EAST ALONG STATE HIGHWAY 2 FROM THE LOWELL HIGH SCHOOL
 ME1269'AT THE EAST EDGE OF LOWELL, 212 FEET WEST OF A FENCE CORNER, 1
 ME1269'FOOT NORTH OF A METAL WITNESS POST, 28 FEET SOUTH OF THE
 ME1269'CENTERLINE OF THE HIGHWAY, 283 FEET EAST OF A CONCRETE HEADWALL,
 ME1269'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES.
 ME1269
 ME1269                          STATION RECOVERY (1990)
 ME1269
 ME1269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (LCR)
 ME1269'TRI. STA AND REFERENCE MARKS WERE SEARCHED FOR AND NOT FOUND.  AREA
 ME1269'HAS BEEN GRADED, STATION AND REFERENCE MARKS ARE PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1270 ***********************************************************************
 ME1270  DESIGNATION -  LOWELL RM 1
 ME1270  PID         -  ME1270
 ME1270  STATE/COUNTY-  IN/LAKE
 ME1270  USGS QUAD   -  LOWELL (1992)
 ME1270
 ME1270                         *CURRENT SURVEY CONTROL
 ME1270  ___________________________________________________________________
 ME1270* NAD 83(1986)-  41 17 21.     (N)    087 23 16.     (W)     SCALED    
 ME1270* NAVD 88     -       210.84   (meters)     691.7    (feet)  RESET     
 ME1270  ___________________________________________________________________
 ME1270  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME1270
 ME1270  VERT ORDER  -  THIRD
 ME1270
 ME1270.The horizontal coordinates were scaled from a topographic map and have
 ME1270.an estimated accuracy of +/- 6 seconds.
 ME1270
 ME1270.The orthometric height was computed from unverified reset data.
 ME1270
 ME1270.The geoid height was determined by GEOID03.
 ME1270
 ME1270;                    North         East    Units  Estimated Accuracy
 ME1270;SPC IN W     -   670,720.      874,500.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1270.See file dsdata.txt to determine how the superseded data were derived.
 ME1270
 ME1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL675709(NAD 83)
 ME1270_MARKER: DR = REFERENCE MARK DISK
 ME1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1270_STAMPING: LOWELL NO 1 1952
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1268 ***********************************************************************
 ME1268  DESIGNATION -  LOWELL RM 2
 ME1268  PID         -  ME1268
 ME1268  STATE/COUNTY-  IN/LAKE
 ME1268  USGS QUAD   -  LOWELL (1992)
 ME1268
 ME1268                         *CURRENT SURVEY CONTROL
 ME1268  ___________________________________________________________________
 ME1268* NAD 83(1986)-  41 17 23.     (N)    087 23 17.     (W)     SCALED    
 ME1268* NAVD 88     -       211.22   (meters)     693.0    (feet)  RESET     
 ME1268  ___________________________________________________________________
 ME1268  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME1268
 ME1268  VERT ORDER  -  THIRD
 ME1268
 ME1268.The horizontal coordinates were scaled from a topographic map and have
 ME1268.an estimated accuracy of +/- 6 seconds.
 ME1268
 ME1268.The orthometric height was computed from unverified reset data.
 ME1268
 ME1268.The geoid height was determined by GEOID03.
 ME1268
 ME1268;                    North         East    Units  Estimated Accuracy
 ME1268;SPC IN W     -   670,780.      874,480.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1268.See file dsdata.txt to determine how the superseded data were derived.
 ME1268
 ME1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL675709(NAD 83)
 ME1268_MARKER: DR = REFERENCE MARK DISK
 ME1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1268_STAMPING: LOWELL NO 2 1952
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2448 ***********************************************************************
 LB2448  DESIGNATION -  LUCERNE
 LB2448  PID         -  LB2448
 LB2448  STATE/COUNTY-  IN/CASS
 LB2448  USGS QUAD   -  GRASS CREEK (1977)
 LB2448
 LB2448                         *CURRENT SURVEY CONTROL
 LB2448  ___________________________________________________________________
 LB2448* NAD 83(1997)-  40 52 34.26862(N)    086 24 12.51773(W)     ADJUSTED  
 LB2448* NAVD 88     -       241.64   (+/-2cm)     792.8    (feet)  VERTCON   
 LB2448  ___________________________________________________________________
 LB2448  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 LB2448  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 LB2448
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2448
 LB2448.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2448
 LB2448.The geoid height was determined by GEOID03.
 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  =   0.99959850
 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  NGVD 29 (07/19/86)  241.75   (m)          793.1    (f) LEVELING    3  
 LB2448
 LB2448.Superseded values are not recommended for survey control.
 LB2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2448.See file dsdata.txt to determine how the superseded data were derived.
 LB2448
 LB2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5026225184(NAD 83)
 LB2448_MARKER: DS = TRIANGULATION STATION DISK
 LB2448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA2399 ***********************************************************************
 LA2399  DESIGNATION -  LUCKY
 LA2399  PID         -  LA2399
 LA2399  STATE/COUNTY-  IN/ADAMS
 LA2399  USGS QUAD   -  WREN (1994)
 LA2399
 LA2399                         *CURRENT SURVEY CONTROL
 LA2399  ___________________________________________________________________
 LA2399* NAD 83(1997)-  40 50 51.87187(N)    084 51 43.17118(W)     ADJUSTED  
 LA2399* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 LA2399  ___________________________________________________________________
 LA2399  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 LA2399  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 LA2399
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2399
 LA2399.The geoid height was determined by GEOID03.
 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;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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2399.See file dsdata.txt to determine how the superseded data were derived.
 LA2399
 LA2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8022924055(NAD 83)
 LA2399_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2399_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 LA2399'LINE, 3 MILES EAST-NORTHEAST OF DECATUR, 72 FEET SOUTHEAST OF THE
 LA2399'SOUTHEAST CORNER OF THE LUCKY SCHOOL,
 LA2399'72 FEET WEST OF THE CENTER OF STATE HIGHWAY 101,
 LA2399'45 FEET SOUTHWEST OF A TELEPHONE POLE, 3.5 FEET WEST OF
 LA2399'A WHITE 4 INCH X 4 INCH WITNESS POST, AND
 LA2399'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.
 LA2399'HIGHWAY 224 FOR 3.6 MILES TO THE JUNCTION OF STATE HIGHWAY 101 AND
 LA2399'THE AZIMUTH MARK IN THE
 LA2399'NORTHEAST CORNER OF THE INTERSECTION AS DESCRIBED BELOW, TURN LEFT
 LA2399'(NORTH) AND FOLLOW STATE HIGHWAY 101
 LA2399'FOR 0.4 MILE TO THE SCHOOL ON THE LEFT AND THE
 LA2399'STATION AS 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
 LA2399'STATE HIGHWAY 101.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND,
 LA2399'AND THE DISK IS STAMPED LUCKY NO 1
 LA2399'1955.
 LA2399'
 LA2399'REFERENCE MARK 2 IS 25 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 LA2399'OF THE SCHOOL.  THE MARK IS
 LA2399'FLUSH WITH THE SURFACE OF THE GROUND, AND THE DISK IS STAMPED
 LA2399'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
 LA2399'STATE HIGHWAY 101, 2.5 FEET EAST-NORTHEAST OF A WHITE 4 INCH X 4 INCH
 LA2399'WITNESS POST AND 1 FOOT NORTH OF A
 LA2399'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
 LA2399'A CROSSROADS AND THE AZIMUTH MARK IN NE ANGLE THEREOF, THENCE 0.5
 LA2399'MILE N ALONG NO. 101 INDIANA HWY. TO CROSSROADS AND THE STATION ON
 LA2399'THE LEFT, 133 FEET S OF CENTER LINE OF GRAVEL ROAD, 72-1/2 FEET W
 LA2399'OF CENTER LINE OF 20-FOOT ASPHALT PAVEMENT OF NO. 101 HWY., 73-1/2
 LA2399'FEET SE OF SE CORNER OF LUCKY SCHOOL OR UNION TOWNSHIP DISTRICT 8
 LA2399'BRICK SCHOOL BUILDING, 48 FEET SW OF CREOSOTED POWER POLE,
 LA2399'STANDARD DISKS STAMPED LUCKY 1955 ARE SET IN MARKS WITH THE UPPER
 LA2399'ONE PROJECTING 0.6 FOOT 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
 LA2399'OF 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.
 LA2399'
 LA2399'LUCKY 1955 (AZIM) RECOVERED GOOD.  NO WITNESS POST.
 LA2399'
 LA2399'LUCKY NO 1 1955 RECOVERED GOOD.  NO WITNESS POST.
 LA2399'
 LA2399'LUCKY NO 2 1955 RECOVERED GOOD.  NO WITNESS POST.
 LA2399'
 LA2399'NOT ON NGS LEVELS.
 LA2399'
 LA2399'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES ENE OF DECATUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2192 ***********************************************************************
 LA2192  DESIGNATION -  LUGAR
 LA2192  PID         -  LA2192
 LA2192  STATE/COUNTY-  IN/GRANT
 LA2192  USGS QUAD   -  VAN BUREN (1992)
 LA2192
 LA2192                         *CURRENT SURVEY CONTROL
 LA2192  ___________________________________________________________________
 LA2192* NAD 83(1997)-  40 33 12.30216(N)    085 31 26.13484(W)     ADJUSTED  
 LA2192* NAVD 88     -       263.     (meters)     863.     (feet)  SCALED    
 LA2192  ___________________________________________________________________
 LA2192  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 LA2192  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 LA2192
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2192
 LA2192.The geoid height was determined by GEOID03.
 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     -   0.99996413  x   0.99996847  =   0.99993260
 LA2192!UTM  16      -   0.99996413  x   0.99979226  =   0.99975640
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2192.See file dsdata.txt to determine how the superseded data were derived.
 LA2192
 LA2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2497690231(NAD 83)
 LA2192_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2192
 LA2192  HISTORY     - Date     Condition        Report By
 LA2192  HISTORY     - 1948     MONUMENTED       CGS
 LA2192  HISTORY     - 1955     SEE DESCRIPTION  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
 LA2192'ABOUT 6 MILES NORTH OF UPLAND ON PROPERTY BELONGING TO WILLIS HAINES.
 LA2192'IT IS 62 FEET NORTH OF THE CENTER OF
 LA2192'STATE HIGHWAY 18, 46 FEET SOUTH OF THE SOUTH END OF A
 LA2192'BARN, AND 33 FEET NORTH OF A WHITE WITNESS POST.
 LA2192'THE MARK IS FLUSH WITH THE GROUND AND
 LA2192'THE DISK IS STAMPED LUGAR 1948.
 LA2192'
 LA2192'REFERENCE MARK NO 1 IS 135.81 FEET NORTHEAST OF THE STATION.  IT IS
 LA2192'55 FEET NORTHEAST OF THE NORTHEAST
 LA2192'CORNER OF BARN AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 2
 LA2192'INCHES AND THE DISK IS STAMPED
 LA2192'LUGAR NO 1 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
 LA2192'18 AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS 2 INCHES AND THE
 LA2192'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
 LA2192'EAST OF A WHITE WITNESS POST, AND 1 FOOT NORTH OF A FENCE.  THE
 LA2192'MARK PROJECTS 2 INCHES AND THE DISK
 LA2192'IS STAMPED LUGAR 1948.
 LA2192'
 LA2192'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 21 AT
 LA2192'THE NORTHEAST CORNER OF THE
 LA2192'GRANT COUNTY COURTHOUSE IN MARION, GO EAST ON STATE HIGHWAY 18 FOR
 LA2192'7 MILES TO AZIMUTH MARK ON RIGHT
 LA2192'OR SOUTH SIDE OF HIGHWAY AS DESCRIBED.  CONTINUE EAST
 LA2192'ON HIGHWAY 18 FOR 0.2 MILE TO STATION ON LEFT OR
 LA2192'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
 LA2192'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2237 ***********************************************************************
 LA2237  DESIGNATION -  LUKENS
 LA2237  PID         -  LA2237
 LA2237  STATE/COUNTY-  IN/WABASH
 LA2237  USGS QUAD   -  ROANN (1994)
 LA2237
 LA2237                         *CURRENT SURVEY CONTROL
 LA2237  ___________________________________________________________________
 LA2237* NAD 83(1997)-  40 58 04.31200(N)    085 53 26.56194(W)     ADJUSTED  
 LA2237* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 LA2237  ___________________________________________________________________
 LA2237  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 LA2237  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 LA2237
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2237
 LA2237.The geoid height was determined by GEOID03.
 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     -   0.99996691  x   0.99997104  =   0.99993795
 LA2237!UTM  16      -   0.99996691  x   0.99970723  =   0.99967415
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2237.See file dsdata.txt to determine how the superseded data were derived.
 LA2237
 LA2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9333935782(NAD 83)
 LA2237_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 LA2237'AND ABOUT 9 MILES SOUTH
 LA2237'OF SILVER LAKE.  IT IS 225 FEET SOUTHEAST OF STATE HIGHWAY 15 AND
 LA2237'PAVED CROSSROAD INTERSECTION 35
 LA2237'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE AND 25 FEET
 LA2237'NORTHWEST OF THE NORTHWEST CORNER OF BARN.
 LA2237'THE MARK IS FLUSH AND THE DISK IS STAMPED
 LA2237'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
 LA2237'PAVED ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED LUKENS NO 1
 LA2237'1947.
 LA2237'
 LA2237'REFERENCE MARK NO. 2 IS 54.60 FEET SOUTHEAST OF THE STATION.  IT IS 3
 LA2237'FEET NORTHEAST OF THE NORTHEAST
 LA2237'CORNER OF BARN.  THE MARK IS FLUSH AND THE DISK IS STAMPED LUKENS NO
 LA2237'2 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
 LA2237'FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCELINE.
 LA2237'THE MARK PROJECTS ABOUT 4 INCHES
 LA2237'AND THE DISK IS STAMPED LUKENS 1947.
 LA2237'
 LA2237'TO REACH STATION FROM THE INTERSECTION OF WEST MAIN AND MARKET
 LA2237'STREETS (CITY HALL) IN NORTH
 LA2237'MANCHESTER GO WEST ON WEST MAIN (STATE HIGHWAY NO. 114) FOR 5.85
 LA2237'MILES TO THE INTERSECTION OF STATE HIGHWAYS
 LA2237'114 AND 15, TURN LEFT AND GO SOUTH ON STATE HIGHWAY 15 FOR 2.25
 LA2237'MILES TO PAVED CROSSROADS AND
 LA2237'STATION IN THE SOUTHEAST ANGLE, TURN LEFT AND GO EAST ON PAVED
 LA2237'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 = OCTOBER  6, 2006
 JA2041 ***********************************************************************
 JA2041  DESIGNATION -  LUTTERMAN
 JA2041  PID         -  JA2041
 JA2041  STATE/COUNTY-  IN/VANDERBURGH
 JA2041  USGS QUAD   -  KASSON (1989)
 JA2041
 JA2041                         *CURRENT SURVEY CONTROL
 JA2041  ___________________________________________________________________
 JA2041* NAD 83(1997)-  38 00 55.00218(N)    087 38 39.87849(W)     ADJUSTED  
 JA2041* NAVD 88     -       179.8    (meters)     590.     (feet)  VERTCON   
 JA2041  ___________________________________________________________________
 JA2041  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 JA2041  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 JA2041
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2041
 JA2041.The geoid height was determined by GEOID03.
 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     -   0.99997664  x   0.99999655  =   0.99997319
 JA2041!UTM  16      -   0.99997664  x   0.99963941  =   0.99961606
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2041.See file dsdata.txt to determine how the superseded data were derived.
 JA2041
 JA2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4343407706(NAD 83)
 JA2041_MARKER: DS = TRIANGULATION STATION DISK
 JA2041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2041_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 JA2041'THE VINCINITY, ABOUT 5 MILES NORTHWEST OF
 JA2041'EVANSVILLE, AND 0.5 MILE
 JA2041'WEST-NORTHWEST OF KASSON.
 JA2041'
 JA2041'TO REACH FROM KASSON, A SMALL VILLAGE ON STATE HIGHWAYS 65 AND 66,
 JA2041'FROM THE JUNCTION
 JA2041'OF THESE HIGHWAYS GO WEST ON HIGHWAY LEFT.  THE
 JA2041'STATION IS LOCATED IN THE BARNYARD,
 JA2041'SLIGHTLY LOWER THAN HOUSE, 53
 JA2041'FEET NORTH-NORTHWEST OF BARN, 29 FEET EAST OF
 JA2041'NORTHEAST CORNER OF
 JA2041'TOOL SHED, 17 FEET SOUTHEAST OF END OF CONCRETE WALK, AND 43
 JA2041'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
 JA2041'STATE HIGHWAY 66, 27 FEET NORTH OF CENTER LINE OF
 JA2041'HIGHWAY, 75 FEET NORTHWEST OF A
 JA2041'WHITE ROSE FILLING STATION AND STORE,
 JA2041'AND 0.1 MILE WEST OF THE JUNCTION OF STATE
 JA2041'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
 JA2041'RECOVERED AS
 JA2041'DESCRIBED.  REFERENCE MARK 1 HAS BEEN DESTROYED HOWEVER
 JA2041'THE CONCRETE BLOCK DOES NOT
 JA2041'APPEAR TO HAVE BEEN DESTURBED.  THE
 JA2041'REMAINING DRILL HOLE SHOULD HOLD AN ADEQUATE
 JA2041'DIRECTION.  THE OLD
 JA2041'DESCRIPTION IS 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
 JA2041'CONDITION.  REFERENCE MARK NUMBER 1 HAD BEEN DESTROYED.
 JA2041'REFERENCE MARK NUMBER 2 WAS
 JA2041'RECOVERED IN A TILTED POSITION, A
 JA2041'DIFFERENCE IN THE DISTANCE AND DIRECTION WAS
 JA2041'FOUND ON THIS MARK.  A
 JA2041'NEW REFERENCE MARK NUMBER 3 WAS ESTABLISHED AT THIS TIME.  THE
 JA2041'ORIGINAL
 JA2041'AZIMUTH MARK IS NO LONGER VISIBLE FROM THE GROUND SO IT WAS
 JA2041'DESTROYED BY THIS PARTY AND
 JA2041'A NEW AZIMUTH MARK ESTABLISHED.  DUE TO
 JA2041'SEVERAL CHANGES IN THE AREA, A COMPLETE NEW
 JA2041'DESCRIPTION FOLLOWS.
 JA2041'REFERENCE MARK NUMBER 2 WAS LOWERED BY THIS PARTY AND IS NOW A
 JA2041'FLUSH MARK.
 JA2041'
 JA2041'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF EVANSVILLE, ABOUT
 JA2041'0.5 MILE
 JA2041'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
 JA2041'VILLAGE OF KASSON, GO WEST ON U S HIGHWAY 460 FOR
 JA2041'0.5 MILE TO THE LUTTERMAN FARM AND
 JA2041'THE STATION ON THE LEFT.
 JA2041'
 JA2041'STATION MARK, A STANDARD DISK STAMPED LUTTERMAN 1934, IS SET IN A
 JA2041'ROUND CONCRETE POST
 JA2041'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE
 JA2041'MARK IS 53 FEET SOUTH OF THE
 JA2041'SOUTHEAST CORNER OF THE HOUSE, 24 FEET
 JA2041'WEST OF THE CENTER OF THE DRIVEWAY AND 23.8
 JA2041'FEET EAST-NORTHEAST OF
 JA2041'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
 JA2041'A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 JA2041'SURFACE OF THE GROUND.  THE MARK IS
 JA2041'17.5 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
 JA2041'A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH
 JA2041'THE SURFACE OF THE GROUND.  THE MARK
 JA2041'IS 49 FEET EAST OF THE CENTER OF
 JA2041'COIN ROAD AND 4.2 FEET WEST OF THE NORTHWEST CORNER OF THE GARAGE.
 JA2041'THE GARAGE.
 JA2041'
 JA2041'AZIMUTH MARK, A STANDARD DISK STAMPED LUTTERMAN 1934 RESET 1961, IS
 JA2041'SET IN A 12 INCH
 JA2041'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 JA2041'THE GROUND.  THE MARK IS 38
 JA2041'FEET EAST OF THE CENTER OF BOEBEL DRIVE,
 JA2041'27 FEET NORTH OF THE CENTER LINE OF U S
 JA2041'HIGHWAY 460, 3 FEET WEST OF A
 JA2041'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
 JA2041'460 FOR 0.25 MILE
 JA2041'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
 JA2041'GOOD CONDTIION.  THE DISTANCE AND DIRECTION TO
 JA2041'REFERENCE MARK 3 CHECKED.  A SLIGHT
 JA2041'DIFFERENCE WAS FOUND IN THE
 JA2041'DISTANCE AND DIRECTION TO REFERENCE MARK 2.  A
 JA2041'TRAVERSE CONNECTION
 JA2041'WAS 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
 JA2041'CONSTRUCTION OF A NEW HIGHWAY, THE LUTTERMAN 1934
 JA2041'RESET 1961 AZIMUTH MARK WOULD BE
 JA2041'DESTROYED.  A NEW AZIMUTH MARK
 JA2041'LUTTERMAN 1934 1968 WAS ESTABLISHED.  THE STATION
 JA2041'WAS THEN OCCUPIED
 JA2041'AND THE HORIZONTAL ANGLES OBSERVED FOR THE REFERENCE MARKS AND THE
 JA2041'NEW AZIMUTH MARK.
 JA2041'THE HORIZONTAL DISTANCE MEASUREMENTS BETWEEN THE
 JA2041'STATION AND THE REFERENCE MARKS WERE
 JA2041'CHECKED.  A DISCREPANCY OF 0.1
 JA2041'OF A FOOT WAS NOTED IN THE MEASURED DISTANCE BETWEEN
 JA2041'THE STATION AND
 JA2041'REFERENCE MARK NO 2 AND A DISCREPANCY OF 00 DEG 01 MIN 07.8 SEC WAS
 JA2041'NOTED IN THE
 JA2041'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
 JA2041'ABOUT 0.5 OF A
 JA2041'MILE WEST-NORTHWEST OF KASSON, AND IS IN THE BACK YARD
 JA2041'OF PROPERTY OCCUPIED AND OWNED BY
 JA2041'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
 JA2041'SMALL COMMUNITY OF KASSON, GO WESTERLY ON U S HIGHWAY
 JA2041'460 FOR 0.3 OF A MILE TO THE
 JA2041'JUNCTION OF STATE ROUTE 65 (RE-LOCATED)
 JA2041'AND THE AZIMUTH MARK ABOUT 45 YARDS WEST AS
 JA2041'DESCRIBED.  HERE CONTINUE
 JA2041'WESTERLY ON U S HIGHWAY 460 FOR 0.2 MILE TO A GRAVELED
 JA2041'DRIVEWAY ON THE
 JA2041'LEFT LEADING INTO THE HOME OF MR WILLIAM H LUTTERMAN AND THE
 JA2041'STATION AT THE REAR OF
 JA2041'THE HOUSE AS DESCRIBED.
 JA2041'
 JA2041'THE STATION IS IN A LAWN AREA, 53 FEET SOUTH OF THE SOUTHEAST CORNER
 JA2041'OF THE LUTTERMAN
 JA2041'HOME, 24 FEET WEST OF THE APPROXIMATE CENTER OF THE
 JA2041'GRAVELED DRIVEWAY, AND 23.8 FEET
 JA2041'EAST-NORTHEAST OF THE NORTHEAST
 JA2041'CORNER OF A TWO-CAR GARAGE.  IT IS A STANDARD DISK
 JA2041'SET IN THE TOP OF
 JA2041'A 12-INCH, ROUND, CONCRETE MONUMENT ABOUT 2 INCHES BELOW THE SWARD
 JA2041'AND 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
 JA2041'GARAGE, AT THE SOUTH EDGE OF THE LAWN AND AT THE NORTH
 JA2041'EDGE OF A GARDEN PLOT.  IT IS
 JA2041'A STANDARD DISK SET IN THE TOP OF A
 JA2041'12-INCH, ROUND, CONCRETE MONUMENT ABOUT 4 INCHES
 JA2041'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
 JA2041'WEST OF THE NORTHWEST CORNER OF THE GARAGE AND AT THE
 JA2041'TOP OF A GENTLE SLOPE WHERE THE
 JA2041'LAWN BREAKS DOWNWARD TO THE WEST.  IT
 JA2041'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 JA2041'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
 JA2041'MEASURED BETWEEN.
 JA2041'
 JA2041'THE NEW AZIMUTH IS ALONG THE RIGHT-OF-WAY OF U S HIGHWAY 460, 136
 JA2041'FEET WEST OF THE
 JA2041'APPROXIMATE CENTER OF STATE ROUTE 65 (RELOCATED), 29
 JA2041'FEET NORTH OF THE APPROXIMATE
 JA2041'CENTER OF U S HIGHWAY 460, 2.5 FEET
 JA2041'WEST OF TELEPHONE POLE NO 11621, AND 1.1 FEET
 JA2041'EAST OF A METAL WITNESS
 JA2041'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 JA2041'10-INCH,
 JA2041'SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS
 JA2041'STAMPED 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
 JA2041'RESET 1961 AZIMUTH MARK.  THEREFORE, THE ELEVATION
 JA2041'WAS TRANSFERRED FROM THIS MARK TO THE
 JA2041'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 = OCTOBER  6, 2006
 JA2040 ***********************************************************************
 JA2040  DESIGNATION -  LUTTERMAN RM 2 RESET
 JA2040  PID         -  JA2040
 JA2040  STATE/COUNTY-  IN/VANDERBURGH
 JA2040  USGS QUAD   -  KASSON (1989)
 JA2040
 JA2040                         *CURRENT SURVEY CONTROL
 JA2040  ___________________________________________________________________
 JA2040* NAD 83(1997)-  38 00 54.46857(N)    087 38 39.87467(W)     ADJUSTED  
 JA2040* NAVD 88     -       179.4    (meters)     589.     (feet)  VERTCON   
 JA2040  ___________________________________________________________________
 JA2040  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 JA2040  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 JA2040
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2040
 JA2040.The geoid height was determined by GEOID03.
 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     -  LUTTERMAN AZ MK RESET                    065 49 55.6
 JA2040:UTM  16      -  LUTTERMAN AZ MK RESET                    065 53 00.4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2040.See file dsdata.txt to determine how the superseded data were derived.
 JA2040
 JA2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4343407690(NAD 83)
 JA2040_MARKER: DR = REFERENCE MARK DISK
 JA2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2040_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 JA2040'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
 JA2040'IN THE SMALL VILLAGE OF KASSON, GO WEST ON U S
 JA2040'HIGHWAY 460 FOR 0.5 MILE TO THE
 JA2040'LUTTERMAN HOME ON LEFT AND STATION AS DESCRIBED.
 JA2040'
 JA2040'STATION MARK, A STANDARD REFERENCE DISK STAMPED LUTTERMAN NO 2 1934,
 JA2040'IS SET FLUSH WITH
 JA2040'SURFACE OF GROUND.  IT IS 17.5 FEET SOUTHEAST OF
 JA2040'THE 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
 JA2040'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
 JA2040'FEET SOUTH OF THE SOUTHEAST CORNER OF HOUSE, 24
 JA2040'FEET WEST OF THE CENTER OF THE
 JA2040'DRIVEWAY AND 23.8 FEET EAST-NORTH EAST
 JA2040'OF 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
 JA2040'THE CENTER OF GOEBEL DRIVE, 27 FEET NORTH OF THE
 JA2040'CENTER OF U S HIGHWAY 460, 3 FEET
 JA2040'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
 JA2040'460 FOR 0.25 MILE
 JA2040'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 = OCTOBER  6, 2006
 LB2415 ***********************************************************************
 LB2415  DESIGNATION -  LUTZ
 LB2415  PID         -  LB2415
 LB2415  STATE/COUNTY-  IN/CASS
 LB2415  USGS QUAD   -  FULTON (1960)
 LB2415
 LB2415                         *CURRENT SURVEY CONTROL
 LB2415  ___________________________________________________________________
 LB2415* NAD 83(1997)-  40 54 32.35856(N)    086 17 05.83045(W)     ADJUSTED  
 LB2415* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 LB2415  ___________________________________________________________________
 LB2415  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 LB2415  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 LB2415
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2415
 LB2415.The geoid height was determined by GEOID03.
 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  =   0.99961153
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2415.See file dsdata.txt to determine how the superseded data were derived.
 LB2415
 LB2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6021928900(NAD 83)
 LB2415_MARKER: DS = TRIANGULATION STATION DISK
 LB2415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2415
 LB2415  HISTORY     - Date     Condition        Report By
 LB2415  HISTORY     - 1946     MONUMENTED       CGS
 LB2415  HISTORY     - 1948     GOOD             CGS
 LB2415
 LB2415                          STATION DESCRIPTION
 LB2415
 LB2415'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (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 = OCTOBER  6, 2006
 HZ2171 ***********************************************************************
 HZ2171  DESIGNATION -  LUTZ
 HZ2171  PID         -  HZ2171
 HZ2171  STATE/COUNTY-  IN/CLARK
 HZ2171  USGS QUAD   -  CHARLESTOWN (1993)
 HZ2171
 HZ2171                         *CURRENT SURVEY CONTROL
 HZ2171  ___________________________________________________________________
 HZ2171* NAD 83(1997)-  38 24 34.39785(N)    085 40 07.10071(W)     ADJUSTED  
 HZ2171* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 HZ2171  ___________________________________________________________________
 HZ2171  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 HZ2171  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 HZ2171
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2171
 HZ2171.The geoid height was determined by GEOID03.
 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     -   0.99997656  x   0.99996667  =   0.99994323
 HZ2171!SPC KY1Z     -   0.99997656  x   0.99994815  =   0.99992471
 HZ2171!SPC KY N     -   0.99997656  x   0.99996258  =   0.99993914
 HZ2171!UTM  16      -   0.99997656  x   0.99976640  =   0.99974297
 HZ2171
 HZ2171:                Primary Azimuth Mark                     Grid Az
 HZ2171:SPC IN E     -  SIMS RESET                               175 38 46.9
 HZ2171:SPC KY1Z     -  SIMS RESET                               175 35 42.7
 HZ2171:SPC KY N     -  SIMS RESET                               176 31 39.5
 HZ2171:UTM  16      -  SIMS RESET                               174 49 04.4
 HZ2171
 HZ2171|---------------------------------------------------------------------|
 HZ2171| PID    Reference Object                     Distance      Geod. Az  |
 HZ2171|                                                           dddmmss.s |
 HZ2171| HZ2152 SIMS RESET                          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
 HZ2171.Superseded values are not recommended for survey control.
 HZ2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2171.See file dsdata.txt to determine how the superseded data were derived.
 HZ2171
 HZ2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1623952097(NAD 83)
 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 = OCTOBER  6, 2006
 HZ2170 ***********************************************************************
 HZ2170  DESIGNATION -  LUTZ 2
 HZ2170  PID         -  HZ2170
 HZ2170  STATE/COUNTY-  IN/CLARK
 HZ2170  USGS QUAD   -  CHARLESTOWN (1993)
 HZ2170
 HZ2170                         *CURRENT SURVEY CONTROL
 HZ2170  ___________________________________________________________________
 HZ2170* NAD 83(1997)-  38 24 34.33696(N)    085 40 07.10206(W)     ADJUSTED  
 HZ2170* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 HZ2170  ___________________________________________________________________
 HZ2170  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 HZ2170  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 HZ2170
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2170
 HZ2170.The geoid height was determined by GEOID03.
 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     -   0.99997656  x   0.99996667  =   0.99994323
 HZ2170!SPC KY1Z     -   0.99997656  x   0.99994815  =   0.99992471
 HZ2170!SPC KY N     -   0.99997656  x   0.99996258  =   0.99993914
 HZ2170!UTM  16      -   0.99997656  x   0.99976640  =   0.99974297
 HZ2170
 HZ2170|---------------------------------------------------------------------|
 HZ2170| PID    Reference Object                     Distance      Geod. Az  |
 HZ2170|                                                           dddmmss.s |
 HZ2170| HZ2171 LUTZ                                  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 RESET                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2170.See file dsdata.txt to determine how the superseded data were derived.
 HZ2170
 HZ2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1623952095(NAD 83)
 HZ2170_MARKER: DS = TRIANGULATION STATION DISK
 HZ2170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2170_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA1040 ***********************************************************************
 LA1040  DESIGNATION -  LUZADDER
 LA1040  PID         -  LA1040
 LA1040  STATE/COUNTY-  IN/JAY
 LA1040  USGS QUAD   -  REDKEY (1981)
 LA1040
 LA1040                         *CURRENT SURVEY CONTROL
 LA1040  ___________________________________________________________________
 LA1040* NAD 83(1997)-  40 19 28.47060(N)    085 08 58.28782(W)     ADJUSTED  
 LA1040* NAVD 88     -       301.747  (meters)     989.98   (feet)  ADJUSTED  
 LA1040  ___________________________________________________________________
 LA1040  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 LA1040  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 LA1040  DYNAMIC HT  -         301.591 (meters)     989.47  (feet)  COMP
 LA1040  MODELED GRAV-     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
 LA1040.and adjusted by the National Geodetic Survey in June 1991..
 LA1040
 LA1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA1040
 LA1040.The geoid height was determined by GEOID03.
 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;                    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     -   0.99995796  x   0.99999043  =   0.99994839
 LA1040!UTM  16      -   0.99995796  x   0.99990424  =   0.99986220
 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
 LA1040.Superseded values are not recommended for survey control.
 LA1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1040.See file dsdata.txt to determine how the superseded data were derived.
 LA1040
 LA1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5721065426(NAD 83)
 LA1040_MARKER: DS = TRIANGULATION STATION DISK
 LA1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1040_STAMPING: LUZADDER 1934
 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             NGS
 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
 LA1040'CORNER OF AN OLD ORCHARD, JUST NORTH OF
 LA1040'K.L. LUZADDERS HOUSE, ON LAND OWNED
 LA1040'BY MR. LUZADDER, DIRECTLY
 LA1040'ACROSS THE ROAD FROM EVERETT ELLIOTTS HOUSE, 19 FEET
 LA1040'WEST OF THE
 LA1040'WEST RIGHT-OF-WAY FENCE OF STATE HIGHWAY 1, 18 FEET SOUTH OF THE
 LA1040'NORTH ORCHARD
 LA1040'FENCE, AND PROJECTS 4 INCHES.
 LA1040'
 LA1040'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LA1040'BRONZE DISKS SET IN CONCRETE.
 LA1040'
 LA1040'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, ACROSS THE ROAD
 LA1040'FROM ELLIOTTS
 LA1040'BARN, IN THE WEST RIGHT-OF-WAY FENCE OF STATE HIGHWAY
 LA1040'1, 302.95 FEET SOUTHEAST OF
 LA1040'REFERENCE MARK NO. 2, AND PROJECTS
 LA1040'4 INCHES.  REFERENCE MARK NO. 2 IS WEST OF THE
 LA1040'STATION, IN THE
 LA1040'NORTH ORCHARD FENCE, AND PROJECTS 4 INCHES.
 LA1040'
 LA1040'AZIMUTH MARK IS SOUTH-SOUTHEAST OF THE STATION, AT THE
 LA1040'SOUTHEAST CORNER
 LA1040'OF A SMALL PASTURE LOT, IN THE NORTH RIGHT-OF-WAY
 LA1040'FENCE OF AN EAST-WEST GRAVEL CROSS
 LA1040'ROAD, 160 FEET EAST OF THE
 LA1040'CENTER LINE OF STATE 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 NATIONAL 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.
 LA1040'REFERENCE MARK 2 WAS NOT RECOVERED AND A DIFFERENCE IN DIRECTION WAS
 LA1040'NOTED TO THE AZIMUTH MARK.  A NEW
 LA1040'REFERENCE MARK (REFERENCE MARK 3) WAS ESTABLISHED.  FOLLOWING IS
 LA1040'A 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
 LA1040'IS 48 FEET WEST OF THE CENTER OF STATE HIGHWAY 1, 19 FEET WEST OF A
 LA1040'FENCE, AND 3 FEET NORTH OF A 4 BY 4
 LA1040'INCH 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
 LA1040'HIGHWAY 1 FOR 1.7 MILES TO THE STATION ON THE RIGHT, CONTINUE SOUTH
 LA1040'ON THE HIGHWAY FOR 0.25 MILE TO THE
 LA1040'AZIMUTH 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
 LA1040'PROJECTS 2 INCHES AND THE DISK IS 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
 LA1040'MARK PROJECTS 4 INCHES AND THE DISK IS 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
 LA1040'PAVED ROAD, 2 FEET NORTH OF A 4 BY 4 INCH WHITE WITNESS POST AND 1
 LA1040'FOOT SOUTH OF A FENCE.  THE MARK PROJECTS
 LA1040'4 INCHES AND THE DISK IS STAMPED LUZADDER 1934.
 LA1040'
 LA1040'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1043 ***********************************************************************
 LA1043  DESIGNATION -  LUZADDER AZ MK
 LA1043  PID         -  LA1043
 LA1043  STATE/COUNTY-  IN/JAY
 LA1043  USGS QUAD   -  REDKEY (1981)
 LA1043
 LA1043                         *CURRENT SURVEY CONTROL
 LA1043  ___________________________________________________________________
 LA1043* NAD 83(1986)-  40 19 19.     (N)    085 08 55.     (W)     SCALED    
 LA1043* NAVD 88     -       296.923  (meters)     974.15   (feet)  ADJUSTED  
 LA1043  ___________________________________________________________________
 LA1043  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 LA1043  DYNAMIC HT  -         296.769 (meters)     973.65  (feet)  COMP
 LA1043  MODELED GRAV-     980,099.1   (mgal)                       NAVD 88
 LA1043
 LA1043  VERT ORDER  -  SECOND    CLASS 0
 LA1043
 LA1043.The horizontal coordinates were scaled from a topographic map and have
 LA1043.an estimated accuracy of +/- 6 seconds.
 LA1043
 LA1043.The orthometric height was determined by differential leveling
 LA1043.and adjusted by the National Geodetic Survey in June 1991..
 LA1043
 LA1043.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1043.See file dsdata.txt to determine how the superseded data were derived.
 LA1043
 LA1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK572651(NAD 83)
 LA1043_MARKER: DR = REFERENCE MARK DISK
 LA1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1043_STAMPING: LUZADDER AZIMUTH 1934
 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             NGS
 LA1043
 LA1043                          STATION DESCRIPTION
 LA1043
 LA1043'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1041 ***********************************************************************
 LA1041  DESIGNATION -  LUZADDER RM 1
 LA1041  PID         -  LA1041
 LA1041  STATE/COUNTY-  IN/JAY
 LA1041  USGS QUAD   -  REDKEY (1981)
 LA1041
 LA1041                         *CURRENT SURVEY CONTROL
 LA1041  ___________________________________________________________________
 LA1041* NAD 83(1986)-  40 19 28.     (N)    085 08 58.     (W)     SCALED    
 LA1041* NAVD 88     -       300.677  (meters)     986.47   (feet)  ADJUSTED  
 LA1041  ___________________________________________________________________
 LA1041  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 LA1041  DYNAMIC HT  -         300.521 (meters)     985.96  (feet)  COMP
 LA1041  MODELED GRAV-     980,099.4   (mgal)                       NAVD 88
 LA1041
 LA1041  VERT ORDER  -  SECOND    CLASS 0
 LA1041
 LA1041.The horizontal coordinates were scaled from a topographic map and have
 LA1041.an estimated accuracy of +/- 6 seconds.
 LA1041
 LA1041.The orthometric height was determined by differential leveling
 LA1041.and adjusted by the National Geodetic Survey in June 1991..
 LA1041
 LA1041.The geoid height was determined by GEOID03.
 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     -   563,670.      143,960.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1041.See file dsdata.txt to determine how the superseded data were derived.
 LA1041
 LA1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK572654(NAD 83)
 LA1041_MARKER: DR = REFERENCE MARK DISK
 LA1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1041_STAMPING: LUZADDER NO 1 1934
 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             NGS
 LA1041
 LA1041                          STATION DESCRIPTION
 LA1041
 LA1041'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1042 ***********************************************************************
 LA1042  DESIGNATION -  LUZADDER RM 2
 LA1042  PID         -  LA1042
 LA1042  STATE/COUNTY-  IN/JAY
 LA1042  USGS QUAD   -  REDKEY (1981)
 LA1042
 LA1042                         *CURRENT SURVEY CONTROL
 LA1042  ___________________________________________________________________
 LA1042* NAD 83(1986)-  40 19 28.     (N)    085 08 58.     (W)     SCALED    
 LA1042* NAVD 88     -       300.591  (meters)     986.19   (feet)  ADJUSTED  
 LA1042  ___________________________________________________________________
 LA1042  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 LA1042  DYNAMIC HT  -         300.435 (meters)     985.68  (feet)  COMP
 LA1042  MODELED GRAV-     980,099.4   (mgal)                       NAVD 88
 LA1042
 LA1042  VERT ORDER  -  SECOND    CLASS 0
 LA1042
 LA1042.The horizontal coordinates were scaled from a topographic map and have
 LA1042.an estimated accuracy of +/- 6 seconds.
 LA1042
 LA1042.The orthometric height was determined by differential leveling
 LA1042.and adjusted by the National Geodetic Survey in June 1991..
 LA1042
 LA1042.The geoid height was determined by GEOID03.
 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     -   563,670.      143,960.      MT  (+/- 180 meters Scaled)
 LA1042
 LA1042                          SUPERSEDED SURVEY CONTROL
 LA1042
 LA1042  NGVD 29 (??/??/92)  300.730  (m)          986.64   (f) ADJ UNCH    2 0
 LA1042
 LA1042.Superseded values are not recommended for survey control.
 LA1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1042.See file dsdata.txt to determine how the superseded data were derived.
 LA1042
 LA1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK572654(NAD 83)
 LA1042_MARKER: DR = REFERENCE MARK DISK
 LA1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1042_STAMPING: LUZADDER NO 2 1934
 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             NGS
 LA1042
 LA1042                          STATION DESCRIPTION
 LA1042
 LA1042'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME2245 ***********************************************************************
 ME2245  DESIGNATION -  LYDICK
 ME2245  PID         -  ME2245
 ME2245  STATE/COUNTY-  IN/ST JOSEPH
 ME2245  USGS QUAD   -  SOUTH BEND WEST (1986)
 ME2245
 ME2245                         *CURRENT SURVEY CONTROL
 ME2245  ___________________________________________________________________
 ME2245* NAD 83(1997)-  41 42 07.78287(N)    086 21 21.49348(W)     ADJUSTED  
 ME2245* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 ME2245  ___________________________________________________________________
 ME2245  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 ME2245  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME2245
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2245
 ME2245.The geoid height was determined by GEOID03.
 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     -  S BEND NOTRE DAME AD BLDG DOME           089 50 50.4
 ME2245:UTM  16      -  S BEND NOTRE DAME AD BLDG DOME           088 57 37.1
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2245.See file dsdata.txt to determine how the superseded data were derived.
 ME2245
 ME2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5358516909(NAD 83)
 ME2245_MARKER: DS = TRIANGULATION STATION DISK
 ME2245_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 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
 ME2245'ABOUT 1-1/2 MILE NORTHEAST OF
 ME2245'LYDICK ON PROPERTY OWNED BY EDGAR O. SMITH.  IT IS 26 FEET EAST OF A
 ME2245'24 INCH CHERRY TREE AND 21 FEET EAST
 ME2245'OF A NORTH-SOUTH FENCELINE AND A WHITE WITNESS POST.  THE
 ME2245'MARK IS UNDERGROUND ABOUT 12 INCHES AND THE
 ME2245'DISK IS STAMPED LYDICK 1952.
 ME2245'
 ME2245'REFERENCE MARK NO. 1 IS 83 FEET NORTH OF THE 24 INCH CHERRY TREE AND
 ME2245'2 FEET EAST OF THE
 ME2245'NORTH-SOUTH FENCELINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 ME2245'STAMPED LYDICK NO 1 1952.
 ME2245'
 ME2245'REFERENCE MARK NO. 2 IS 80 FEET SOUTH OF THE 24 INCH CHERRY TREE AND
 ME2245'1 FOOT EAST OF THE
 ME2245'NORTH-SOUTH FENCELINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 ME2245'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
 ME2245'FARM ROAD, 2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF AN
 ME2245'EAST-WEST FENCELINE.  THE MARK
 ME2245'PROJECTS 6 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
 ME2245'SOUTH BEND, GO NORTH ON STATE HIGHWAY 123 FOR 1.4 MILE TO EDISON
 ME2245'ROAD, TURN LEFT AND GO WEST ON
 ME2245'EDISON ROAD FOR 1.5 MILES TO A GRAVEL CROSSROAD, TURN RIGHT
 ME2245'AND GO NORTH FOR 0.5 MILES TO A FARM ROAD
 ME2245'LEFT AND THE AZIMUTH MARK IN THE SOUTHWEST
 ME2245'ANGLE, TURN LEFT ON FARM ROAD AND GO WEST FOR 0.25 MILE.
 ME2245'FROM THIS POINT GO NORTH ALONG
 ME2245'A NORTH-SOUTH FENCELINE, UP HILL, ACROSS AN OPEN FIELD FOR ABOUT 0.1
 ME2245'MILE TO THE TOP OF HILL AND THE
 ME2245'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
 ME2245'DESCRIBED.  THE 1952 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2023 ***********************************************************************
 JA2023  DESIGNATION -  LYLES 1967
 JA2023  PID         -  JA2023
 JA2023  STATE/COUNTY-  IN/GIBSON
 JA2023  USGS QUAD   -  OWENSVILLE (1989)
 JA2023
 JA2023                         *CURRENT SURVEY CONTROL
 JA2023  ___________________________________________________________________
 JA2023* NAD 83(1997)-  38 21 21.71212(N)    087 39 22.53902(W)     ADJUSTED  
 JA2023* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 JA2023  ___________________________________________________________________
 JA2023  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 JA2023  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 JA2023
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2023
 JA2023.The geoid height was determined by GEOID03.
 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  =   0.99962394
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2023.See file dsdata.txt to determine how the superseded data were derived.
 JA2023
 JA2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4266145522(NAD 83)
 JA2023_MARKER: DS = TRIANGULATION STATION DISK
 JA2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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
 JA2023'PATOKA, 4.5 MILES WEST OF PRINCETON AND ON THE
 JA2023'NORTH SIDE OF STATE HIGHWAYS 64 AND
 JA2023'65 ON A HIGH EMBANKMENT.
 JA2023'
 JA2023'TO REACH FROM THE SOUTHWEST CORNER OF THE COURT HOUSE SQUARE IN
 JA2023'PRINCETON, GO WEST
 JA2023'ON STATE HIGHWAYS 64 AND 65 FOR 1.55 MILES TO THE
 JA2023'JUNCTION OF U S HIGHWAY 41.  CONTINUE
 JA2023'AHEAD WEST ON STATE HIGHWAYS 64
 JA2023'AND 65 FOR 3.15 MILES TO THE SOUTHERN INDIANA TRUCK
 JA2023'SALES ON LEFT AND
 JA2023'STATION ON RIGHT AS DESCRIBED.
 JA2023'
 JA2023'STATION MARK, STAMPED LYLES 1967, IS SET IN TOP OF A CONCRETE
 JA2023'CYLINDER WHICH
 JA2023'PROJECTS ABOUT 1 INCH.  IT IS 246 FEET NORTH OF THE
 JA2023'NORTHEAST CORNER OF THE SOUTHERN
 JA2023'INDIANA TRUCK SALES BUILDING, 88
 JA2023'FEET NORTH OF CENTER OF STATE HIGHWAYS 64 AND 65,
 JA2023'66.2 FEET WEST OF
 JA2023'POWER LINE POLE, 62.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 JA2023'HOUSE AND 16.8
 JA2023'FEET 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
 JA2023'ABOUT 8 INCHES.  IT IS 124 FEET NORTHEAST OF A POWER
 JA2023'LINE POLE WITH A TRANSFORMER, 42
 JA2023'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.
 JA2023'
 JA2023'LYLES 1967 (AZMK) RECOVERED GOOD.
 JA2023'
 JA2023'LYLES NO 1 1967 RECOVERED GOOD.
 JA2023'
 JA2023'DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 M. W. OF
 JA2023'PRINCETON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1993 ***********************************************************************
 JA1993  DESIGNATION -  LYNN
 JA1993  PID         -  JA1993
 JA1993  STATE/COUNTY-  IN/WARRICK
 JA1993  USGS QUAD   -  LYNNVILLE (1988)
 JA1993
 JA1993                         *CURRENT SURVEY CONTROL
 JA1993  ___________________________________________________________________
 JA1993* NAD 83(1997)-  38 12 01.03426(N)    087 16 01.82726(W)     ADJUSTED  
 JA1993* NAVD 88     -       170.     (meters)     558.     (feet)  SCALED    
 JA1993  ___________________________________________________________________
 JA1993  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 JA1993  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JA1993
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1993
 JA1993.The geoid height was determined by GEOID03.
 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     -   0.99997829  x   0.99996986  =   0.99994815
 JA1993!UTM  16      -   0.99997829  x   0.99960674  =   0.99958504
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1993.See file dsdata.txt to determine how the superseded data were derived.
 JA1993
 JA1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7660728071(NAD 83)
 JA1993_MARKER: DS = TRIANGULATION STATION DISK
 JA1993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1993'THE JUNCTION OF
 JA1993'STATE HIGHWAYS 61 AND 68 IN LYNNVILLE, 42 FEET NORTH OR
 JA1993'THE CENTERLINE OF THE HIGHWAY,
 JA1993'41 FEET WEST OF A TELEPHONE POLE AND
 JA1993'IS LOCATED ACROSS THE HIGHWAY DIRECTLY OPPOSITE
 JA1993'POWER POLE NO 25010
 JA1993'AND IS ON THE SOUTH EDGE OF A CULTIVATED FIELD.  THE MARK PROJECTS
 JA1993'1 INCH AND THE
 JA1993'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
 JA1993'HIGHWAY, 4 FEET NORTH OF A FENCELINE AND 3 FEET
 JA1993'NORTHWEST OF A POWER POLE NO 25010.
 JA1993'THE MARK PROJECTS 3 INCHES AND
 JA1993'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
 JA1993'HIGHWAY, 8 FEET SOUTH OF A TELEPHONE POLE AND 3
 JA1993'FEET NORTH OF A FENCE CORNER.  THE
 JA1993'MARK PROJECTS 2 INCHES AND THE
 JA1993'DISK IS STAMPED LYNN NO 2 1946.
 JA1993'
 JA1993'STATION SCAPMAN USED AS AZI.
 JA1993'HEIGHT OF LIGHT ABOVE STATION MARK 4 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.
 JA1993'
 JA1993'REF. MARK NO. 2 IS IN GOOD CONDITION.  REF. MARK NO. 1 HAS BEEN
 JA1993'DESTROYED BY INTERSTATE HIGHWAY AND POWER LINE RELOCATION.
 JA1993'
 JA1993'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.65 MILES EAST ALONG
 JA1993'ST. HIGHWAY 68 FROM 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
 JA1993'POLE NO. Y 64-13, 43 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 JA1993'68, 125 FEET EAST OF THE CENTERLINE OF A GRAVELED DRIVEWAY.  THE
 JA1993'MONUMENT IS 24 INCHES UNDERGROUND AND THE DISK IS STAMPED LYNN
 JA1993'1946 1978.
 JA1993'
 JA1993'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 68
 JA1993'AT LYNNVILLE, GO EAST ON HIGHWAY 68 FOR 1.65 MILES TO THE STATION
 JA1993'ON THE LEFT.
 JA1993'
 JA1993'REFERENCE MARK 2 IS 10 FEET NORTHWEST OF UTILITY POLE NO. 73-139,
 JA1993'24 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY AND 45 FEET NORTH
 JA1993'OF THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT PROJECTS 2 INCHES
 JA1993'AND THE 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
 JA1993'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 59 FEET NORTHEAST OF
 JA1993'POWER POLE NO. Y 64-13, 1 FOOT WEST OF A METAL WITNESS POST, AND
 JA1993'56 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE LINE OF INTERSTATE
 JA1993'HIGHWAY 64.
 JA1993'
 JA1993'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.5 MILES
 JA1993'EAST OF LYNNVILLE.
 JA1993'
 JA1993'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2336 ***********************************************************************
 LA2336  DESIGNATION -  LYNN MUNICIPAL TANK
 LA2336  PID         -  LA2336
 LA2336  STATE/COUNTY-  IN/RANDOLPH
 LA2336  USGS QUAD   -  LYNN (1994)
 LA2336
 LA2336                         *CURRENT SURVEY CONTROL
 LA2336  ___________________________________________________________________
 LA2336* NAD 83(1997)-  40 02 57.54971(N)    084 56 26.69532(W)     ADJUSTED  
 LA2336* NAVD 88     -                                                        
 LA2336  ___________________________________________________________________
 LA2336  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 LA2336  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 LA2336
 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
 LA2336.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2336
 LA2336.The geoid height was determined by GEOID03.
 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;UTM  16      - 4,435,262.805   675,657.130   MT  0.99997986   +1 19 31.3
 LA2336
 LA2336                          SUPERSEDED SURVEY CONTROL
 LA2336
 LA2336  NAD 83(1995)-  40 02 57.54914(N)    084 56 26.69580(W) AD(       ) 4
 LA2336  NAD 83(1986)-  40 02 57.55483(N)    084 56 26.70088(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2336.See file dsdata.txt to determine how the superseded data were derived.
 LA2336
 LA2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7565735263(NAD 83)
 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 = OCTOBER  6, 2006
 JA1805 ***********************************************************************
 JA1805  DESIGNATION -  LYONS
 JA1805  PID         -  JA1805
 JA1805  STATE/COUNTY-  IN/PERRY
 JA1805  USGS QUAD   -  BRANCHVILLE (1993)
 JA1805
 JA1805                         *CURRENT SURVEY CONTROL
 JA1805  ___________________________________________________________________
 JA1805* NAD 83(1997)-  38 13 40.22881(N)    086 36 51.15689(W)     ADJUSTED  
 JA1805* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 JA1805  ___________________________________________________________________
 JA1805  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 JA1805  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 JA1805
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1805
 JA1805.The geoid height was determined by GEOID03.
 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  =   0.99959599
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1805.See file dsdata.txt to determine how the superseded data were derived.
 JA1805
 JA1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3376631165(NAD 83)
 JA1805_MARKER: DS = TRIANGULATION STATION DISK
 JA1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1805
 JA1805  HISTORY     - Date     Condition        Report By
 JA1805  HISTORY     - 1946     MONUMENTED       CGS
 JA1805  HISTORY     - 1974     SEE DESCRIPTION  NGS
 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
 JA1805'HIGHWAYS 62 AND 37 IN ST CROIX, ON THE NORTH SIDE
 JA1805'OF THE HIGHWAY, 49 FEET SOUTHEAST OF
 JA1805'THE SOUTHEAST CORNER OF A BARN,
 JA1805'36 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 9
 JA1805'FEET NORTHWEST
 JA1805'OF THE SOUTHWEST FENCE CORNER OF THE BARNYARD.  THE MARK IS FLUSH
 JA1805'WITH THE GROUND
 JA1805'AND THE DISK IS STAMPED LYONS 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
 JA1805'A FENCELINE.  THE MARK PROJECTS 1 INCH AND THE
 JA1805'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
 JA1805'HIGHWAY AND 4 FEET NORTH OF A POWERLINE POLE.  THE
 JA1805'MARK IS FLUSH WITH THE GROUND AND
 JA1805'THE DISK IS STAMPED 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
 JA1805'GRAVEL ROAD AND 2.5 FEET NORTH OF A STANDARD
 JA1805'REFERENCE POST.  THE MARK PROJECTS
 JA1805'7 INCHES AND THE DISK IS STAMPED 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
 JA1805'LEFT, GO LEFT 0.05 MILE TO TOP OF GRADE AND THE
 JA1805'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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0037 ***********************************************************************
 JA0037  DESIGNATION -  M 10
 JA0037  PID         -  JA0037
 JA0037  STATE/COUNTY-  IN/LAWRENCE
 JA0037  USGS QUAD   -  TUNNELTON (1980)
 JA0037
 JA0037                         *CURRENT SURVEY CONTROL
 JA0037  ___________________________________________________________________
 JA0037* NAD 83(1986)-  38 46 19.     (N)    086 21 17.     (W)     SCALED    
 JA0037* NAVD 88     -       157.972  (meters)     518.28   (feet)  ADJUSTED  
 JA0037  ___________________________________________________________________
 JA0037  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 JA0037  DYNAMIC HT  -         157.871 (meters)     517.95  (feet)  COMP
 JA0037  MODELED GRAV-     979,989.7   (mgal)                       NAVD 88
 JA0037
 JA0037  VERT ORDER  -  FIRST     CLASS II
 JA0037
 JA0037.The horizontal coordinates were scaled from a topographic map and have
 JA0037.an estimated accuracy of +/- 6 seconds.
 JA0037
 JA0037.The orthometric height was determined by differential leveling
 JA0037.and adjusted by the National Geodetic Survey in June 1991..
 JA0037
 JA0037.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0037.See file dsdata.txt to determine how the superseded data were derived.
 JA0037
 JA0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH560916(NAD 83)
 JA0037_MARKER: DB = BENCH MARK DISK
 JA0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0037_STAMPING: 518.687 M 10 1930
 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   NGS
 JA0037  HISTORY     - 1956     MARK NOT FOUND   USGS
 JA0037
 JA0037                          STATION DESCRIPTION
 JA0037
 JA0037'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1744 ***********************************************************************
 LB1744  DESIGNATION -  M 100
 LB1744  PID         -  LB1744
 LB1744  STATE/COUNTY-  IN/WARREN
 LB1744  USGS QUAD   -  WILLIAMSPORT (1992)
 LB1744
 LB1744                         *CURRENT SURVEY CONTROL
 LB1744  ___________________________________________________________________
 LB1744* NAD 83(1986)-  40 21 37.     (N)    087 21 41.     (W)     SCALED    
 LB1744* NAVD 88     -       214.702  (meters)     704.40   (feet)  ADJUSTED  
 LB1744  ___________________________________________________________________
 LB1744  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 LB1744  DYNAMIC HT  -         214.595 (meters)     704.05  (feet)  COMP
 LB1744  MODELED GRAV-     980,118.6   (mgal)                       NAVD 88
 LB1744
 LB1744  VERT ORDER  -  SECOND    CLASS 0
 LB1744
 LB1744.The horizontal coordinates were scaled from a topographic map and have
 LB1744.an estimated accuracy of +/- 6 seconds.
 LB1744
 LB1744.The orthometric height was determined by differential leveling
 LB1744.and adjusted by the National Geodetic Survey in June 1991..
 LB1744
 LB1744.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1744.See file dsdata.txt to determine how the superseded data were derived.
 LB1744
 LB1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK693678(NAD 83)
 LB1744_MARKER: DB = BENCH MARK DISK
 LB1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1744_STAMPING: M 100 1946
 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 = OCTOBER  6, 2006
 KA1046 ***********************************************************************
 KA1046  DESIGNATION -  M 101
 KA1046  PID         -  KA1046
 KA1046  STATE/COUNTY-  IN/MONTGOMERY
 KA1046  USGS QUAD   -  ALAMO (1980)
 KA1046
 KA1046                         *CURRENT SURVEY CONTROL
 KA1046  ___________________________________________________________________
 KA1046* NAD 83(1986)-  39 52 54.     (N)    087 05 15.     (W)     SCALED    
 KA1046* NAVD 88     -       209.572  (meters)     687.57   (feet)  ADJUSTED  
 KA1046  ___________________________________________________________________
 KA1046  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KA1046  DYNAMIC HT  -         209.455 (meters)     687.19  (feet)  COMP
 KA1046  MODELED GRAV-     980,063.6   (mgal)                       NAVD 88
 KA1046
 KA1046  VERT ORDER  -  SECOND    CLASS 0
 KA1046
 KA1046.The horizontal coordinates were scaled from a topographic map and have
 KA1046.an estimated accuracy of +/- 6 seconds.
 KA1046
 KA1046.The orthometric height was determined by differential leveling
 KA1046.and adjusted by the National Geodetic Survey in June 1991..
 KA1046
 KA1046.The geoid height was determined by GEOID03.
 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     -   514,380.      899,640.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1046.See file dsdata.txt to determine how the superseded data were derived.
 KA1046
 KA1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK925146(NAD 83)
 KA1046_MARKER: DB = BENCH MARK DISK
 KA1046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1046_SP_SET: BRIDGE
 KA1046_STAMPING: M 101 1946
 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 = OCTOBER  6, 2006
 LB1766 ***********************************************************************
 LB1766  DESIGNATION -  M 102
 LB1766  PID         -  LB1766
 LB1766  STATE/COUNTY-  IN/FOUNTAIN
 LB1766  USGS QUAD   -  HILLSBORO (1980)
 LB1766
 LB1766                         *CURRENT SURVEY CONTROL
 LB1766  ___________________________________________________________________
 LB1766* NAD 83(1986)-  40 01 34.     (N)    087 14 36.     (W)     SCALED    
 LB1766* NAVD 88     -       213.265  (meters)     699.69   (feet)  ADJUSTED  
 LB1766  ___________________________________________________________________
 LB1766  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LB1766  DYNAMIC HT  -         213.151 (meters)     699.31  (feet)  COMP
 LB1766  MODELED GRAV-     980,089.4   (mgal)                       NAVD 88
 LB1766
 LB1766  VERT ORDER  -  SECOND    CLASS 0
 LB1766
 LB1766.The horizontal coordinates were scaled from a topographic map and have
 LB1766.an estimated accuracy of +/- 6 seconds.
 LB1766
 LB1766.The orthometric height was determined by differential leveling
 LB1766.and adjusted by the National Geodetic Survey in June 1991..
 LB1766
 LB1766.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1766.See file dsdata.txt to determine how the superseded data were derived.
 LB1766
 LB1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK792306(NAD 83)
 LB1766_MARKER: DB = BENCH MARK DISK
 LB1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1766_STAMPING: M 102 1946
 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 = OCTOBER  6, 2006
 LB1767 ***********************************************************************
 LB1767  DESIGNATION -  M 102 RESET 1962
 LB1767  PID         -  LB1767
 LB1767  STATE/COUNTY-  IN/FOUNTAIN
 LB1767  USGS QUAD   -  HILLSBORO (1980)
 LB1767
 LB1767                         *CURRENT SURVEY CONTROL
 LB1767  ___________________________________________________________________
 LB1767* NAD 83(1986)-  40 01 34.     (N)    087 14 37.     (W)     SCALED    
 LB1767* NAVD 88     -       213.18   (meters)     699.4    (feet)  RESET     
 LB1767  ___________________________________________________________________
 LB1767  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LB1767
 LB1767  VERT ORDER  -  THIRD
 LB1767
 LB1767.The horizontal coordinates were scaled from a topographic map and have
 LB1767.an estimated accuracy of +/- 6 seconds.
 LB1767
 LB1767.The orthometric height was computed from unverified reset data.
 LB1767
 LB1767.The geoid height was determined by GEOID03.
 LB1767
 LB1767;                    North         East    Units  Estimated Accuracy
 LB1767;SPC IN W     -   530,430.      886,320.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1767.See file dsdata.txt to determine how the superseded data were derived.
 LB1767
 LB1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK792306(NAD 83)
 LB1767_MARKER: DB = BENCH MARK DISK
 LB1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1767_STAMPING: M 102 1946 RESET 1962
 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 = OCTOBER  6, 2006
 KA0991 ***********************************************************************
 KA0991  DESIGNATION -  M 103
 KA0991  PID         -  KA0991
 KA0991  STATE/COUNTY-  IN/FOUNTAIN
 KA0991  USGS QUAD   -  KINGMAN (1978)
 KA0991
 KA0991                         *CURRENT SURVEY CONTROL
 KA0991  ___________________________________________________________________
 KA0991* NAD 83(1986)-  39 58 01.     (N)    087 16 42.     (W)     SCALED    
 KA0991* NAVD 88     -       214.763  (meters)     704.60   (feet)  ADJUSTED  
 KA0991  ___________________________________________________________________
 KA0991  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KA0991  DYNAMIC HT  -         214.648 (meters)     704.22  (feet)  COMP
 KA0991  MODELED GRAV-     980,083.0   (mgal)                       NAVD 88
 KA0991
 KA0991  VERT ORDER  -  SECOND    CLASS 0
 KA0991
 KA0991.The horizontal coordinates were scaled from a topographic map and have
 KA0991.an estimated accuracy of +/- 6 seconds.
 KA0991
 KA0991.The orthometric height was determined by differential leveling
 KA0991.and adjusted by the National Geodetic Survey in June 1991..
 KA0991
 KA0991.The geoid height was determined by GEOID03.
 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     -   523,870.      883,340.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0991.See file dsdata.txt to determine how the superseded data were derived.
 KA0991
 KA0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK762241(NAD 83)
 KA0991_MARKER: DB = BENCH MARK DISK
 KA0991_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0991_SP_SET: WATER TOWER CONCRETE BASE
 KA0991_STAMPING: M 103 1946
 KA0991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1764 ***********************************************************************
 LB1764  DESIGNATION -  M 104
 LB1764  PID         -  LB1764
 LB1764  STATE/COUNTY-  IN/FOUNTAIN
 LB1764  USGS QUAD   -  PERRYSVILLE (1991)
 LB1764
 LB1764                         *CURRENT SURVEY CONTROL
 LB1764  ___________________________________________________________________
 LB1764* NAD 83(1986)-  40 01 21.     (N)    087 24 20.     (W)     SCALED    
 LB1764* NAVD 88     -       190.205  (meters)     624.03   (feet)  ADJUSTED  
 LB1764  ___________________________________________________________________
 LB1764  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 LB1764  DYNAMIC HT  -         190.105 (meters)     623.70  (feet)  COMP
 LB1764  MODELED GRAV-     980,100.2   (mgal)                       NAVD 88
 LB1764
 LB1764  VERT ORDER  -  SECOND    CLASS 0
 LB1764
 LB1764.The horizontal coordinates were scaled from a topographic map and have
 LB1764.an estimated accuracy of +/- 6 seconds.
 LB1764
 LB1764.The orthometric height was determined by differential leveling
 LB1764.and adjusted by the National Geodetic Survey in June 1991..
 LB1764
 LB1764.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1764.See file dsdata.txt to determine how the superseded data were derived.
 LB1764
 LB1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK653303(NAD 83)
 LB1764_MARKER: DB = BENCH MARK DISK
 LB1764_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1764_SP_SET: CULVERT
 LB1764_STAMPING: M 104 1946
 LB1764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1303 ***********************************************************************
 LB1303  DESIGNATION -  M 106
 LB1303  PID         -  LB1303
 LB1303  STATE/COUNTY-  IN/NEWTON
 LB1303  USGS QUAD   -  GOODLAND (1976)
 LB1303
 LB1303                         *CURRENT SURVEY CONTROL
 LB1303  ___________________________________________________________________
 LB1303* NAD 83(1986)-  40 50 12.     (N)    087 18 21.     (W)     SCALED    
 LB1303* NAVD 88     -       199.711  (meters)     655.22   (feet)  ADJUSTED  
 LB1303  ___________________________________________________________________
 LB1303  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LB1303  DYNAMIC HT  -         199.622 (meters)     654.93  (feet)  COMP
 LB1303  MODELED GRAV-     980,176.9   (mgal)                       NAVD 88
 LB1303
 LB1303  VERT ORDER  -  SECOND    CLASS 0
 LB1303
 LB1303.The horizontal coordinates were scaled from a topographic map and have
 LB1303.an estimated accuracy of +/- 6 seconds.
 LB1303
 LB1303.The orthometric height was determined by differential leveling
 LB1303.and adjusted by the National Geodetic Survey in June 1991..
 LB1303
 LB1303.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1303.See file dsdata.txt to determine how the superseded data were derived.
 LB1303
 LB1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL742206(NAD 83)
 LB1303_MARKER: DB = BENCH MARK DISK
 LB1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1303_STAMPING: M 106 1946
 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 = OCTOBER  6, 2006
 LB1420 ***********************************************************************
 LB1420  DESIGNATION -  M 107
 LB1420  PID         -  LB1420
 LB1420  STATE/COUNTY-  IN/JASPER
 LB1420  USGS QUAD   -  REMINGTON (1980)
 LB1420
 LB1420                         *CURRENT SURVEY CONTROL
 LB1420  ___________________________________________________________________
 LB1420* NAD 83(1986)-  40 52 00.     (N)    087 09 17.     (W)     SCALED    
 LB1420* NAVD 88     -       204.949  (meters)     672.40   (feet)  ADJUSTED  
 LB1420  ___________________________________________________________________
 LB1420  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 LB1420  DYNAMIC HT  -         204.859 (meters)     672.11  (feet)  COMP
 LB1420  MODELED GRAV-     980,179.9   (mgal)                       NAVD 88
 LB1420
 LB1420  VERT ORDER  -  SECOND    CLASS 0
 LB1420
 LB1420.The horizontal coordinates were scaled from a topographic map and have
 LB1420.an estimated accuracy of +/- 6 seconds.
 LB1420
 LB1420.The orthometric height was determined by differential leveling
 LB1420.and adjusted by the National Geodetic Survey in June 1991..
 LB1420
 LB1420.The geoid height was determined by GEOID03.
 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     -   623,750.      893,980.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1420.See file dsdata.txt to determine how the superseded data were derived.
 LB1420
 LB1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL869239(NAD 83)
 LB1420_MARKER: DB = BENCH MARK DISK
 LB1420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1420_SP_SET: CULVERT
 LB1420_STAMPING: M 107 1946
 LB1420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1420
 LB1420  HISTORY     - Date     Condition        Report By
 LB1420  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1457 ***********************************************************************
 LB1457  DESIGNATION -  M 109
 LB1457  PID         -  LB1457
 LB1457  STATE/COUNTY-  IN/NEWTON
 LB1457  USGS QUAD   -  KENTLAND (1980)
 LB1457
 LB1457                         *CURRENT SURVEY CONTROL
 LB1457  ___________________________________________________________________
 LB1457* NAD 83(1986)-  40 46 01.     (N)    087 24 04.     (W)     SCALED    
 LB1457* NAVD 88     -       208.851  (meters)     685.21   (feet)  ADJUSTED  
 LB1457  ___________________________________________________________________
 LB1457  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 LB1457  DYNAMIC HT  -         208.756 (meters)     684.89  (feet)  COMP
 LB1457  MODELED GRAV-     980,163.6   (mgal)                       NAVD 88
 LB1457
 LB1457  VERT ORDER  -  SECOND    CLASS 0
 LB1457
 LB1457.The horizontal coordinates were scaled from a topographic map and have
 LB1457.an estimated accuracy of +/- 6 seconds.
 LB1457
 LB1457.The orthometric height was determined by differential leveling
 LB1457.and adjusted by the National Geodetic Survey in June 1991..
 LB1457
 LB1457.The geoid height was determined by GEOID03.
 LB1457
 LB1457.The dynamic height is computed by dividing the NAVD 88
 LB1457.geopotential number by the normal gravity value computed on the
 LB1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1457.degrees latitude (g = 980.6199 gals.).
 LB1457
 LB1457.The modeled gravity was interpolated from observed gravity values.
 LB1457
 LB1457;                    North         East    Units  Estimated Accuracy
 LB1457;SPC IN W     -   612,730.      873,170.      MT  (+/- 180 meters Scaled)
 LB1457
 LB1457                          SUPERSEDED SURVEY CONTROL
 LB1457
 LB1457  NGVD 29 (??/??/92)  208.914  (m)          685.41   (f) ADJ UNCH    2 0
 LB1457
 LB1457.Superseded values are not recommended for survey control.
 LB1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1457.See file dsdata.txt to determine how the superseded data were derived.
 LB1457
 LB1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL661129(NAD 83)
 LB1457_MARKER: DB = BENCH MARK DISK
 LB1457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1457_SP_SET: CULVERT
 LB1457_STAMPING: M 109 1946
 LB1457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1457
 LB1457  HISTORY     - Date     Condition        Report By
 LB1457  HISTORY     - 1946     MONUMENTED       CGS
 LB1457  HISTORY     - 1984     GOOD             LOCSUR
 LB1457
 LB1457                          STATION DESCRIPTION
 LB1457
 LB1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1457'2.3 MI E FROM KENTLAND.
 LB1457'ABOUT 2.3 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LB1457'STATION AT KENTLAND, ON THE SOUTH SIDE OF U.S. HIGHWAY 24 AT
 LB1457'THE JUNCTION WITH A GRAVEL ROAD LEADING NORTH, 58.5 FEET NORTH
 LB1457'OF THE NORTH RAIL OF THE TRACK, 19 FEET SOUTH OF THE CENTER LINE
 LB1457'OF THE HIGHWAY 24, 27 FEET EAST OF THE EXTENDED CENTER LINE OF
 LB1457'THE SIDE ROAD LEADING NORTH, SET IN THE TOP OF THE EAST END OF THE
 LB1457'SOUTH HEADWALL OF A 4-FOOT CONCRETE HIGHWAY CULVERT, AND
 LB1457'ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED M 109
 LB1457'1946.
 LB1457
 LB1457                          STATION RECOVERY (1984)
 LB1457
 LB1457'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LB1457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0856 ***********************************************************************
 JA0856  DESIGNATION -  M 11
 JA0856  PID         -  JA0856
 JA0856  STATE/COUNTY-  IN/DAVIESS
 JA0856  USGS QUAD   -  WHEATLAND (1988)
 JA0856
 JA0856                         *CURRENT SURVEY CONTROL
 JA0856  ___________________________________________________________________
 JA0856* NAD 83(1986)-  38 39 48.     (N)    087 15 26.     (W)     SCALED    
 JA0856* NAVD 88     -       136.896  (meters)     449.13   (feet)  POSTED    
 JA0856  ___________________________________________________________________
 JA0856  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JA0856  DYNAMIC HT  -         136.810 (meters)     448.85  (feet)  COMP
 JA0856  MODELED GRAV-     979,992.9   (mgal)                       NAVD 88
 JA0856
 JA0856  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JA0856
 JA0856.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JA0856.rate of 1.1 thru 2.0 mm/km.
 JA0856
 JA0856.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0856.See file dsdata.txt to determine how the superseded data were derived.
 JA0856
 JA0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH776794(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0856
 JA0856  HISTORY     - Date     Condition        Report By
 JA0856  HISTORY     - 1930     MONUMENTED       CGS
 JA0856  HISTORY     - 1965     GOOD             NGS
 JA0856  HISTORY     - 1986     MARK NOT FOUND   NGS
 JA0856
 JA0856                          STATION DESCRIPTION
 JA0856
 JA0856'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1424 ***********************************************************************
 ME1424  DESIGNATION -  M 110
 ME1424  PID         -  ME1424
 ME1424  STATE/COUNTY-  IN/JASPER
 ME1424  USGS QUAD   -  GIFFORD (1962)
 ME1424
 ME1424                         *CURRENT SURVEY CONTROL
 ME1424  ___________________________________________________________________
 ME1424* NAD 83(1986)-  41 01 37.     (N)    087 06 43.     (W)     SCALED    
 ME1424* NAVD 88     -       211.656  (meters)     694.41   (feet)  ADJUSTED  
 ME1424  ___________________________________________________________________
 ME1424  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME1424  DYNAMIC HT  -         211.565 (meters)     694.11  (feet)  COMP
 ME1424  MODELED GRAV-     980,187.6   (mgal)                       NAVD 88
 ME1424
 ME1424  VERT ORDER  -  SECOND    CLASS 0
 ME1424
 ME1424.The horizontal coordinates were scaled from a topographic map and have
 ME1424.an estimated accuracy of +/- 6 seconds.
 ME1424
 ME1424.The orthometric height was determined by differential leveling
 ME1424.and adjusted by the National Geodetic Survey in June 1991..
 ME1424
 ME1424.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1424.See file dsdata.txt to determine how the superseded data were derived.
 ME1424
 ME1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL905417(NAD 83)
 ME1424_MARKER: DB = BENCH MARK DISK
 ME1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1424_STAMPING: M 110 1946
 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             BUTLER
 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 AND SEUFERT INC 2005 (JRC)
 ME1424'THE CONCRETE MONUMENT WAS FOUND MUTILATED, NO EVIDENCE OF DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0878 ***********************************************************************
 LB0878  DESIGNATION -  M 111
 LB0878  PID         -  LB0878
 LB0878  STATE/COUNTY-  IN/BOONE
 LB0878  USGS QUAD   -  HAZELRIGG (1980)
 LB0878
 LB0878                         *CURRENT SURVEY CONTROL
 LB0878  ___________________________________________________________________
 LB0878* NAD 83(1986)-  40 02 12.     (N)    086 37 10.     (W)     SCALED    
 LB0878* NAVD 88     -       276.303  (meters)     906.50   (feet)  ADJUSTED  
 LB0878  ___________________________________________________________________
 LB0878  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 LB0878  DYNAMIC HT  -         276.152 (meters)     906.01  (feet)  COMP
 LB0878  MODELED GRAV-     980,072.8   (mgal)                       NAVD 88
 LB0878
 LB0878  VERT ORDER  -  SECOND    CLASS 0
 LB0878
 LB0878.The horizontal coordinates were scaled from a topographic map and have
 LB0878.an estimated accuracy of +/- 6 seconds.
 LB0878
 LB0878.The orthometric height was determined by differential leveling
 LB0878.and adjusted by the National Geodetic Survey in June 1991..
 LB0878
 LB0878.The geoid height was determined by GEOID03.
 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     -   531,690.      939,590.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0878.See file dsdata.txt to determine how the superseded data were derived.
 LB0878
 LB0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK324318(NAD 83)
 LB0878_MARKER: DB = BENCH MARK DISK
 LB0878_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0878_SP_SET: CULVERT WINGWALL
 LB0878_STAMPING: M 111 1946
 LB0878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0613 ***********************************************************************
 LB0613  DESIGNATION -  M 112
 LB0613  PID         -  LB0613
 LB0613  STATE/COUNTY-  IN/BOONE
 LB0613  USGS QUAD   -  ROSSTON (1987)
 LB0613
 LB0613                         *CURRENT SURVEY CONTROL
 LB0613  ___________________________________________________________________
 LB0613* NAD 83(1986)-  40 02 23.     (N)    086 22 03.     (W)     SCALED    
 LB0613* NAVD 88     -       290.508  (meters)     953.11   (feet)  ADJUSTED  
 LB0613  ___________________________________________________________________
 LB0613  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 LB0613  DYNAMIC HT  -         290.347 (meters)     952.58  (feet)  COMP
 LB0613  MODELED GRAV-     980,062.2   (mgal)                       NAVD 88
 LB0613
 LB0613  VERT ORDER  -  SECOND    CLASS 0
 LB0613
 LB0613.The horizontal coordinates were scaled from a topographic map and have
 LB0613.an estimated accuracy of +/- 6 seconds.
 LB0613
 LB0613.The orthometric height was determined by differential leveling
 LB0613.and adjusted by the National Geodetic Survey in June 1991..
 LB0613
 LB0613.The geoid height was determined by GEOID03.
 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     -   532,170.      961,090.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0613.See file dsdata.txt to determine how the superseded data were derived.
 LB0613
 LB0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK539323(NAD 83)
 LB0613_MARKER: DB = BENCH MARK DISK
 LB0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0613_STAMPING: M 112 1946
 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 10, 2004
 LB0613
 LB0613  HISTORY     - Date     Condition        Report By
 LB0613  HISTORY     - 1946     MONUMENTED       CGS
 LB0613  HISTORY     - 1977     GOOD             LOCENG
 LB0613  HISTORY     - 20040610 GOOD             ACCU
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0851 ***********************************************************************
 LB0851  DESIGNATION -  M 113
 LB0851  PID         -  LB0851
 LB0851  STATE/COUNTY-  IN/BOONE
 LB0851  USGS QUAD   -  COLFAX (1980)
 LB0851
 LB0851                         *CURRENT SURVEY CONTROL
 LB0851  ___________________________________________________________________
 LB0851* NAD 83(1986)-  40 10 16.     (N)    086 38 25.     (W)     SCALED    
 LB0851* NAVD 88     -       257.099  (meters)     843.50   (feet)  ADJUSTED  
 LB0851  ___________________________________________________________________
 LB0851  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 LB0851  DYNAMIC HT  -         256.962 (meters)     843.05  (feet)  COMP
 LB0851  MODELED GRAV-     980,085.2   (mgal)                       NAVD 88
 LB0851
 LB0851  VERT ORDER  -  SECOND    CLASS 0
 LB0851
 LB0851.The horizontal coordinates were scaled from a topographic map and have
 LB0851.an estimated accuracy of +/- 6 seconds.
 LB0851
 LB0851.The orthometric height was determined by differential leveling
 LB0851.and adjusted by the National Geodetic Survey in June 1991..
 LB0851
 LB0851.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 LB0851;SPC IN W     -   546,610.      937,740.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0851.See file dsdata.txt to determine how the superseded data were derived.
 LB0851
 LB0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK306468(NAD 83)
 LB0851_MARKER: DB = BENCH MARK DISK
 LB0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0851_STAMPING: M 113 1946
 LB0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0851+STABILITY: SURFACE MOTION
 LB0851
 LB0851  HISTORY     - Date     Condition        Report By
 LB0851  HISTORY     - 1946     MONUMENTED       CGS
 LB0851  HISTORY     - 1977     GOOD             LOCENG
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0912 ***********************************************************************
 LB0912  DESIGNATION -  M 114
 LB0912  PID         -  LB0912
 LB0912  STATE/COUNTY-  IN/CLINTON
 LB0912  USGS QUAD   -  THORNTOWN (1991)
 LB0912
 LB0912                         *CURRENT SURVEY CONTROL
 LB0912  ___________________________________________________________________
 LB0912* NAD 83(1986)-  40 13 58.     (N)    086 30 21.     (W)     SCALED    
 LB0912* NAVD 88     -       267.512  (meters)     877.66   (feet)  ADJUSTED  
 LB0912  ___________________________________________________________________
 LB0912  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 LB0912  DYNAMIC HT  -         267.370 (meters)     877.20  (feet)  COMP
 LB0912  MODELED GRAV-     980,087.3   (mgal)                       NAVD 88
 LB0912
 LB0912  VERT ORDER  -  SECOND    CLASS 0
 LB0912
 LB0912.The horizontal coordinates were scaled from a topographic map and have
 LB0912.an estimated accuracy of +/- 6 seconds.
 LB0912
 LB0912.The orthometric height was determined by differential leveling
 LB0912.and adjusted by the National Geodetic Survey in June 1991..
 LB0912
 LB0912.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0912.See file dsdata.txt to determine how the superseded data were derived.
 LB0912
 LB0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK420537(NAD 83)
 LB0912_MARKER: DB = BENCH MARK DISK
 LB0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0912_STAMPING: M 114 1946
 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 = OCTOBER  6, 2006
 LB0096 ***********************************************************************
 LB0096  DESIGNATION -  M 115
 LB0096  PID         -  LB0096
 LB0096  STATE/COUNTY-  IN/CASS
 LB0096  USGS QUAD   -  YOUNG AMERICA (1959)
 LB0096
 LB0096                         *CURRENT SURVEY CONTROL
 LB0096  ___________________________________________________________________
 LB0096* NAD 83(1986)-  40 36 18.     (N)    086 20 09.     (W)     SCALED    
 LB0096* NAVD 88     -       221.483  (meters)     726.65   (feet)  ADJUSTED  
 LB0096  ___________________________________________________________________
 LB0096  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 LB0096  DYNAMIC HT  -         221.372 (meters)     726.28  (feet)  COMP
 LB0096  MODELED GRAV-     980,122.6   (mgal)                       NAVD 88
 LB0096
 LB0096  VERT ORDER  -  SECOND    CLASS 0
 LB0096
 LB0096.The horizontal coordinates were scaled from a topographic map and have
 LB0096.an estimated accuracy of +/- 6 seconds.
 LB0096
 LB0096.The orthometric height was determined by differential leveling
 LB0096.and adjusted by the National Geodetic Survey in June 1991..
 LB0096
 LB0096.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0096.See file dsdata.txt to determine how the superseded data were derived.
 LB0096
 LB0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK561951(NAD 83)
 LB0096_MARKER: DB = BENCH MARK DISK
 LB0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0096_STAMPING: M 115 1946
 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 = OCTOBER  6, 2006
 LB0011 ***********************************************************************
 LB0011  DESIGNATION -  M 117
 LB0011  PID         -  LB0011
 LB0011  STATE/COUNTY-  IN/CARROLL
 LB0011  USGS QUAD   -  DEER CREEK (1962)
 LB0011
 LB0011                         *CURRENT SURVEY CONTROL
 LB0011  ___________________________________________________________________
 LB0011* NAD 83(1986)-  40 37 21.     (N)    086 23 27.     (W)     SCALED    
 LB0011* NAVD 88     -       216.951  (meters)     711.78   (feet)  ADJUSTED  
 LB0011  ___________________________________________________________________
 LB0011  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 LB0011  DYNAMIC HT  -         216.844 (meters)     711.43  (feet)  COMP
 LB0011  MODELED GRAV-     980,127.1   (mgal)                       NAVD 88
 LB0011
 LB0011  VERT ORDER  -  SECOND    CLASS 0
 LB0011
 LB0011.The horizontal coordinates were scaled from a topographic map and have
 LB0011.an estimated accuracy of +/- 6 seconds.
 LB0011
 LB0011.The orthometric height was determined by differential leveling
 LB0011.and adjusted by the National Geodetic Survey in June 1991..
 LB0011
 LB0011.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0011.See file dsdata.txt to determine how the superseded data were derived.
 LB0011
 LB0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK515970(NAD 83)
 LB0011_MARKER: DB = BENCH MARK DISK
 LB0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0011_SP_SET: CULVERT WINGWALL
 LB0011_STAMPING: M 117 1946
 LB0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0011
 LB0011  HISTORY     - Date     Condition        Report By
 LB0011  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0963 ***********************************************************************
 LB0963  DESIGNATION -  M 118
 LB0963  PID         -  LB0963
 LB0963  STATE/COUNTY-  IN/CARROLL
 LB0963  USGS QUAD   -  FLORA (1986)
 LB0963
 LB0963                         *CURRENT SURVEY CONTROL
 LB0963  ___________________________________________________________________
 LB0963* NAD 83(1986)-  40 33 16.     (N)    086 31 46.     (W)     SCALED    
 LB0963* NAVD 88     -       213.237  (meters)     699.60   (feet)  ADJUSTED  
 LB0963  ___________________________________________________________________
 LB0963  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 LB0963  DYNAMIC HT  -         213.131 (meters)     699.25  (feet)  COMP
 LB0963  MODELED GRAV-     980,123.4   (mgal)                       NAVD 88
 LB0963
 LB0963  VERT ORDER  -  SECOND    CLASS 0
 LB0963
 LB0963.The horizontal coordinates were scaled from a topographic map and have
 LB0963.an estimated accuracy of +/- 6 seconds.
 LB0963
 LB0963.The orthometric height was determined by differential leveling
 LB0963.and adjusted by the National Geodetic Survey in June 1991..
 LB0963
 LB0963.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0963.See file dsdata.txt to determine how the superseded data were derived.
 LB0963
 LB0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK398894(NAD 83)
 LB0963_MARKER: DB = BENCH MARK DISK
 LB0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0963_STAMPING: M 118 1946
 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 = OCTOBER  6, 2006
 LB0972 ***********************************************************************
 LB0972  CBN         -  This is a Cooperative Base Network Control Station.
 LB0972  DESIGNATION -  M 119
 LB0972  PID         -  LB0972
 LB0972  STATE/COUNTY-  IN/CARROLL
 LB0972  USGS QUAD   -  DELPHI (1979)
 LB0972
 LB0972                         *CURRENT SURVEY CONTROL
 LB0972  ___________________________________________________________________
 LB0972* NAD 83(1997)-  40 31 58.23229(N)    086 38 20.33259(W)     ADJUSTED  
 LB0972* NAVD 88     -       209.564  (meters)     687.54   (feet)  ADJUSTED  
 LB0972  ___________________________________________________________________
 LB0972  X           -     284,611.587 (meters)                     COMP
 LB0972  Y           -  -4,846,249.027 (meters)                     COMP
 LB0972  Z           -   4,123,246.461 (meters)                     COMP
 LB0972  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 LB0972  ELLIP HEIGHT-         175.54  (meters)          (04/10/98) GPS OBS
 LB0972  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 LB0972  DYNAMIC HT  -         209.460 (meters)     687.20  (feet)  COMP
 LB0972  MODELED GRAV-     980,126.6   (mgal)                       NAVD 88
 LB0972
 LB0972  HORZ ORDER  -  B
 LB0972  VERT ORDER  -  SECOND    CLASS 0
 LB0972  ELLP ORDER  -  FOURTH    CLASS I
 LB0972
 LB0972.The horizontal coordinates were established by GPS observations
 LB0972.and adjusted by the National Geodetic Survey in April 1998..
 LB0972
 LB0972.The orthometric height was determined by differential leveling
 LB0972.and adjusted by the National Geodetic Survey in June 1991..
 LB0972
 LB0972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB0972
 LB0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB0972
 LB0972.The ellipsoidal height was determined by GPS observations
 LB0972.and is referenced to NAD 83.
 LB0972
 LB0972.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 LB0972;SPC IN W     -   586,777.219   937,647.160   MT  0.99998411   +0 17 19.6
 LB0972;SPC IN W     - 1,925,118.26  3,076,264.06   sFT  0.99998411   +0 17 19.6
 LB0972;UTM  16      - 4,486,962.835   530,575.618   MT  0.99961151   +0 14 04.6
 LB0972
 LB0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB0972!SPC IN W     -   0.99997246  x   0.99998411  =   0.99995657
 LB0972!UTM  16      -   0.99997246  x   0.99961151  =   0.99958398
 LB0972
 LB0972                          SUPERSEDED SURVEY CONTROL
 LB0972
 LB0972  NAVD 88 (04/10/98)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0972.See file dsdata.txt to determine how the superseded data were derived.
 LB0972
 LB0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3057686963(NAD 83)
 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_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 - September 29, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0921 ***********************************************************************
 JA0921  DESIGNATION -  M 12
 JA0921  PID         -  JA0921
 JA0921  STATE/COUNTY-  IN/GREENE
 JA0921  USGS QUAD   -  LYONS (1978)
 JA0921
 JA0921                         *CURRENT SURVEY CONTROL
 JA0921  ___________________________________________________________________
 JA0921* NAD 83(1986)-  38 54 43.     (N)    087 02 54.     (W)     SCALED    
 JA0921* NAVD 88     -       147.629  (meters)     484.35   (feet)  ADJUSTED  
 JA0921  ___________________________________________________________________
 JA0921  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JA0921  DYNAMIC HT  -         147.538 (meters)     484.05  (feet)  COMP
 JA0921  MODELED GRAV-     980,008.0   (mgal)                       NAVD 88
 JA0921
 JA0921  VERT ORDER  -  FIRST     CLASS II
 JA0921
 JA0921.The horizontal coordinates were scaled from a topographic map and have
 JA0921.an estimated accuracy of +/- 6 seconds.
 JA0921
 JA0921.The orthometric height was determined by differential leveling
 JA0921.and adjusted by the National Geodetic Survey in June 1991..
 JA0921
 JA0921.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0921.See file dsdata.txt to determine how the superseded data were derived.
 JA0921
 JA0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ958070(NAD 83)
 JA0921_MARKER: DB = BENCH MARK DISK
 JA0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0921_STAMPING: 487.789 M 12 1930
 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             NGS
 JA0921  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0921
 JA0921                          STATION DESCRIPTION
 JA0921
 JA0921'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0704 ***********************************************************************
 LB0704  DESIGNATION -  M 120
 LB0704  PID         -  LB0704
 LB0704  STATE/COUNTY-  IN/CARROLL
 LB0704  USGS QUAD   -  PYRMONT (1961)
 LB0704
 LB0704                         *CURRENT SURVEY CONTROL
 LB0704  ___________________________________________________________________
 LB0704* NAD 83(1986)-  40 28 02.     (N)    086 40 41.     (W)     SCALED    
 LB0704* NAVD 88     -       206.231  (meters)     676.61   (feet)  ADJUSTED  
 LB0704  ___________________________________________________________________
 LB0704  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 LB0704  DYNAMIC HT  -         206.128 (meters)     676.27  (feet)  COMP
 LB0704  MODELED GRAV-     980,122.6   (mgal)                       NAVD 88
 LB0704
 LB0704  VERT ORDER  -  SECOND    CLASS 0
 LB0704
 LB0704.The horizontal coordinates were scaled from a topographic map and have
 LB0704.an estimated accuracy of +/- 6 seconds.
 LB0704
 LB0704.The orthometric height was determined by differential leveling
 LB0704.and adjusted by the National Geodetic Survey in June 1991..
 LB0704
 LB0704.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0704.See file dsdata.txt to determine how the superseded data were derived.
 LB0704
 LB0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK272796(NAD 83)
 LB0704_MARKER: DB = BENCH MARK DISK
 LB0704_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0704_SP_SET: BUILDING
 LB0704_STAMPING: M 120 1946
 LB0704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0704
 LB0704  HISTORY     - Date     Condition        Report By
 LB0704  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0657 ***********************************************************************
 KA0657  DESIGNATION -  M 121
 KA0657  PID         -  KA0657
 KA0657  STATE/COUNTY-  IN/PUTNAM
 KA0657  USGS QUAD   -  GREENCASTLE (1986)
 KA0657
 KA0657                         *CURRENT SURVEY CONTROL
 KA0657  ___________________________________________________________________
 KA0657* NAD 83(1986)-  39 39 28.     (N)    086 51 04.     (W)     SCALED    
 KA0657* NAVD 88     -       228.539  (meters)     749.80   (feet)  POSTED    
 KA0657  ___________________________________________________________________
 KA0657  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KA0657  DYNAMIC HT  -         228.410 (meters)     749.38  (feet)  COMP
 KA0657  MODELED GRAV-     980,055.9   (mgal)                       NAVD 88
 KA0657
 KA0657  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KA0657
 KA0657.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KA0657.rate of 0.0 thru 1.0 mm/km.
 KA0657
 KA0657.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0657.See file dsdata.txt to determine how the superseded data were derived.
 KA0657
 KA0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ127897(NAD 83)
 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 = OCTOBER  6, 2006
 LB1379 ***********************************************************************
 LB1379  DESIGNATION -  M 122
 LB1379  PID         -  LB1379
 LB1379  STATE/COUNTY-  IN/BENTON
 LB1379  USGS QUAD   -  BOSWELL (1980)
 LB1379
 LB1379                         *CURRENT SURVEY CONTROL
 LB1379  ___________________________________________________________________
 LB1379* NAD 83(1986)-  40 37 21.     (N)    087 22 52.     (W)     SCALED    
 LB1379* NAVD 88     -       237.603  (meters)     779.54   (feet)  ADJUSTED  
 LB1379  ___________________________________________________________________
 LB1379  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 LB1379  DYNAMIC HT  -         237.489 (meters)     779.16  (feet)  COMP
 LB1379  MODELED GRAV-     980,138.3   (mgal)                       NAVD 88
 LB1379
 LB1379  VERT ORDER  -  SECOND    CLASS 0
 LB1379
 LB1379.The horizontal coordinates were scaled from a topographic map and have
 LB1379.an estimated accuracy of +/- 6 seconds.
 LB1379
 LB1379.The orthometric height was determined by differential leveling
 LB1379.and adjusted by the National Geodetic Survey in June 1991..
 LB1379
 LB1379.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1379.See file dsdata.txt to determine how the superseded data were derived.
 LB1379
 LB1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK677969(NAD 83)
 LB1379_MARKER: DB = BENCH MARK DISK
 LB1379_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1379_SP_SET: BRIDGE
 LB1379_STAMPING: M 122 1946
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1969
 LB1379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1109 ***********************************************************************
 LB1109  DESIGNATION -  M 123 RESET 1946
 LB1109  PID         -  LB1109
 LB1109  STATE/COUNTY-  IN/WHITE
 LB1109  USGS QUAD   -  BROOKSTON SW (1980)
 LB1109
 LB1109                         *CURRENT SURVEY CONTROL
 LB1109  ___________________________________________________________________
 LB1109* NAD 83(1986)-  40 36 19.     (N)    086 59 00.     (W)     SCALED    
 LB1109* NAVD 88     -       222.166  (meters)     728.89   (feet)  ADJUSTED  
 LB1109  ___________________________________________________________________
 LB1109  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 LB1109  DYNAMIC HT  -         222.059 (meters)     728.54  (feet)  COMP
 LB1109  MODELED GRAV-     980,137.0   (mgal)                       NAVD 88
 LB1109
 LB1109  VERT ORDER  -  SECOND    CLASS 0
 LB1109
 LB1109.The horizontal coordinates were scaled from a topographic map and have
 LB1109.an estimated accuracy of +/- 6 seconds.
 LB1109
 LB1109.The orthometric height was determined by differential leveling
 LB1109.and adjusted by the National Geodetic Survey in June 1991..
 LB1109
 LB1109.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1109.See file dsdata.txt to determine how the superseded data were derived.
 LB1109
 LB1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK014949(NAD 83)
 LB1109_MARKER: DB = BENCH MARK DISK
 LB1109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1109_SP_SET: CULVERT
 LB1109_STAMPING: M 123 RESET 1946
 LB1109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1060 ***********************************************************************
 LB1060  DESIGNATION -  M 126
 LB1060  PID         -  LB1060
 LB1060  STATE/COUNTY-  IN/WHITE
 LB1060  USGS QUAD   -  BUFFALO (1979)
 LB1060
 LB1060                         *CURRENT SURVEY CONTROL
 LB1060  ___________________________________________________________________
 LB1060* NAD 83(1986)-  40 53 02.     (N)    086 41 47.     (W)     SCALED    
 LB1060* NAVD 88     -       208.610  (meters)     684.41   (feet)  ADJUSTED  
 LB1060  ___________________________________________________________________
 LB1060  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 LB1060  DYNAMIC HT  -         208.517 (meters)     684.11  (feet)  COMP
 LB1060  MODELED GRAV-     980,173.7   (mgal)                       NAVD 88
 LB1060
 LB1060  VERT ORDER  -  SECOND    CLASS 0
 LB1060
 LB1060.The horizontal coordinates were scaled from a topographic map and have
 LB1060.an estimated accuracy of +/- 6 seconds.
 LB1060
 LB1060.The orthometric height was determined by differential leveling
 LB1060.and adjusted by the National Geodetic Survey in June 1991..
 LB1060
 LB1060.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1060.See file dsdata.txt to determine how the superseded data were derived.
 LB1060
 LB1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL255259(NAD 83)
 LB1060_MARKER: DB = BENCH MARK DISK
 LB1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1060_STAMPING: M 126 1946
 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 = OCTOBER  6, 2006
 ME0657 ***********************************************************************
 ME0657  DESIGNATION -  M 128
 ME0657  PID         -  ME0657
 ME0657  STATE/COUNTY-  IN/PULASKI
 ME0657  USGS QUAD   -  RIPLEY (1962)
 ME0657
 ME0657                         *CURRENT SURVEY CONTROL
 ME0657  ___________________________________________________________________
 ME0657* NAD 83(1986)-  41 03 18.     (N)    086 43 08.     (W)     SCALED    
 ME0657* NAVD 88     -       213.951  (meters)     701.94   (feet)  ADJUSTED  
 ME0657  ___________________________________________________________________
 ME0657  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME0657  DYNAMIC HT  -         213.860 (meters)     701.64  (feet)  COMP
 ME0657  MODELED GRAV-     980,190.9   (mgal)                       NAVD 88
 ME0657
 ME0657  VERT ORDER  -  SECOND    CLASS 0
 ME0657
 ME0657.The horizontal coordinates were scaled from a topographic map and have
 ME0657.an estimated accuracy of +/- 6 seconds.
 ME0657
 ME0657.The orthometric height was determined by differential leveling
 ME0657.and adjusted by the National Geodetic Survey in June 1991..
 ME0657
 ME0657.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0657.See file dsdata.txt to determine how the superseded data were derived.
 ME0657
 ME0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL236449(NAD 83)
 ME0657_MARKER: DB = BENCH MARK DISK
 ME0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0657_STAMPING: M 128 1946
 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 = OCTOBER  6, 2006
 LB1144 ***********************************************************************
 LB1144  DESIGNATION -  M 129
 LB1144  PID         -  LB1144
 LB1144  STATE/COUNTY-  IN/PULASKI
 LB1144  USGS QUAD   -  MONON NE (1962)
 LB1144
 LB1144                         *CURRENT SURVEY CONTROL
 LB1144  ___________________________________________________________________
 LB1144* NAD 83(1986)-  40 58 39.     (N)    086 47 01.     (W)     SCALED    
 LB1144* NAVD 88     -       212.302  (meters)     696.53   (feet)  ADJUSTED  
 LB1144  ___________________________________________________________________
 LB1144  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 LB1144  DYNAMIC HT  -         212.209 (meters)     696.22  (feet)  COMP
 LB1144  MODELED GRAV-     980,181.5   (mgal)                       NAVD 88
 LB1144
 LB1144  VERT ORDER  -  SECOND    CLASS 0
 LB1144
 LB1144.The horizontal coordinates were scaled from a topographic map and have
 LB1144.an estimated accuracy of +/- 6 seconds.
 LB1144
 LB1144.The orthometric height was determined by differential leveling
 LB1144.and adjusted by the National Geodetic Survey in June 1991..
 LB1144
 LB1144.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1144.See file dsdata.txt to determine how the superseded data were derived.
 LB1144
 LB1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL182362(NAD 83)
 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_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 = OCTOBER  6, 2006
 KA0392 ***********************************************************************
 KA0392  DESIGNATION -  M 13
 KA0392  PID         -  KA0392
 KA0392  STATE/COUNTY-  IN/MORGAN
 KA0392  USGS QUAD   -  PARAGON (1987)
 KA0392
 KA0392                         *CURRENT SURVEY CONTROL
 KA0392  ___________________________________________________________________
 KA0392* NAD 83(1986)-  39 23 36.     (N)    086 33 45.     (W)     SCALED    
 KA0392* NAVD 88     -       176.677  (meters)     579.65   (feet)  ADJUSTED  
 KA0392  ___________________________________________________________________
 KA0392  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KA0392  DYNAMIC HT  -         176.574 (meters)     579.31  (feet)  COMP
 KA0392  MODELED GRAV-     980,044.7   (mgal)                       NAVD 88
 KA0392
 KA0392  VERT ORDER  -  FIRST     CLASS II
 KA0392
 KA0392.The horizontal coordinates were scaled from a topographic map and have
 KA0392.an estimated accuracy of +/- 6 seconds.
 KA0392
 KA0392.The orthometric height was determined by differential leveling
 KA0392.and adjusted by the National Geodetic Survey in June 1991..
 KA0392
 KA0392.The geoid height was determined by GEOID03.
 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     -   460,290.      944,870.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0392.See file dsdata.txt to determine how the superseded data were derived.
 KA0392
 KA0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ376605(NAD 83)
 KA0392_MARKER: DB = BENCH MARK DISK
 KA0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0392_STAMPING: 580.064 M 13 1930
 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             NGS
 KA0392
 KA0392                          STATION DESCRIPTION
 KA0392
 KA0392'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0719 ***********************************************************************
 ME0719  DESIGNATION -  M 130
 ME0719  PID         -  ME0719
 ME0719  STATE/COUNTY-  IN/PULASKI
 ME0719  USGS QUAD   -  RIPLEY (1962)
 ME0719
 ME0719                         *CURRENT SURVEY CONTROL
 ME0719  ___________________________________________________________________
 ME0719* NAD 83(1986)-  41 05 04.     (N)    086 39 36.     (W)     SCALED    
 ME0719* NAVD 88     -       214.964  (meters)     705.26   (feet)  ADJUSTED  
 ME0719  ___________________________________________________________________
 ME0719  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME0719  DYNAMIC HT  -         214.872 (meters)     704.96  (feet)  COMP
 ME0719  MODELED GRAV-     980,193.0   (mgal)                       NAVD 88
 ME0719
 ME0719  VERT ORDER  -  SECOND    CLASS 0
 ME0719
 ME0719.The horizontal coordinates were scaled from a topographic map and have
 ME0719.an estimated accuracy of +/- 6 seconds.
 ME0719
 ME0719.The orthometric height was determined by differential leveling
 ME0719.and adjusted by the National Geodetic Survey in June 1991..
 ME0719
 ME0719.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0719.See file dsdata.txt to determine how the superseded data were derived.
 ME0719
 ME0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL285481(NAD 83)
 ME0719_MARKER: DB = BENCH MARK DISK
 ME0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0719_SP_SET: CONCRETE POST
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 LB0048 ***********************************************************************
 LB0048  DESIGNATION -  M 131
 LB0048  PID         -  LB0048
 LB0048  STATE/COUNTY-  IN/CASS
 LB0048  USGS QUAD   -  LUCERNE (1986)
 LB0048
 LB0048                         *CURRENT SURVEY CONTROL
 LB0048  ___________________________________________________________________
 LB0048* NAD 83(1986)-  40 50 14.     (N)    086 23 23.     (W)     SCALED    
 LB0048* NAVD 88     -       235.475  (meters)     772.55   (feet)  ADJUSTED  
 LB0048  ___________________________________________________________________
 LB0048  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 LB0048  DYNAMIC HT  -         235.366 (meters)     772.20  (feet)  COMP
 LB0048  MODELED GRAV-     980,156.3   (mgal)                       NAVD 88
 LB0048
 LB0048  VERT ORDER  -  SECOND    CLASS 0
 LB0048
 LB0048.The horizontal coordinates were scaled from a topographic map and have
 LB0048.an estimated accuracy of +/- 6 seconds.
 LB0048
 LB0048.The orthometric height was determined by differential leveling
 LB0048.and adjusted by the National Geodetic Survey in June 1991..
 LB0048
 LB0048.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0048.See file dsdata.txt to determine how the superseded data were derived.
 LB0048
 LB0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL514208(NAD 83)
 LB0048_MARKER: DB = BENCH MARK DISK
 LB0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0048_STAMPING: M 131 1946
 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 = OCTOBER  6, 2006
 ME0638 ***********************************************************************
 ME0638  DESIGNATION -  M 132
 ME0638  PID         -  ME0638
 ME0638  STATE/COUNTY-  IN/STARKE
 ME0638  USGS QUAD   -  NORTH JUDSON (1977)
 ME0638
 ME0638                         *CURRENT SURVEY CONTROL
 ME0638  ___________________________________________________________________
 ME0638* NAD 83(1986)-  41 12 53.     (N)    086 45 35.     (W)     SCALED    
 ME0638* NAVD 88     -       212.484  (meters)     697.12   (feet)  ADJUSTED  
 ME0638  ___________________________________________________________________
 ME0638  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME0638  DYNAMIC HT  -         212.394 (meters)     696.83  (feet)  COMP
 ME0638  MODELED GRAV-     980,195.2   (mgal)                       NAVD 88
 ME0638
 ME0638  VERT ORDER  -  SECOND    CLASS 0
 ME0638
 ME0638.The horizontal coordinates were scaled from a topographic map and have
 ME0638.an estimated accuracy of +/- 6 seconds.
 ME0638
 ME0638.The orthometric height was determined by differential leveling
 ME0638.and adjusted by the National Geodetic Survey in June 1991..
 ME0638
 ME0638.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0638.See file dsdata.txt to determine how the superseded data were derived.
 ME0638
 ME0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL201626(NAD 83)
 ME0638_MARKER: DB = BENCH MARK DISK
 ME0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0638_STAMPING: M 132 1946
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1969
 ME0638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0630 ***********************************************************************
 ME0630  DESIGNATION -  M 133
 ME0630  PID         -  ME0630
 ME0630  STATE/COUNTY-  IN/STARKE
 ME0630  USGS QUAD   -  KNOX EAST (1969)
 ME0630
 ME0630                         *CURRENT SURVEY CONTROL
 ME0630  ___________________________________________________________________
 ME0630* NAD 83(1986)-  41 20 33.     (N)    086 31 26.     (W)     SCALED    
 ME0630* NAVD 88     -       218.323  (meters)     716.28   (feet)  ADJUSTED  
 ME0630  ___________________________________________________________________
 ME0630  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0630  DYNAMIC HT  -         218.234 (meters)     715.99  (feet)  COMP
 ME0630  MODELED GRAV-     980,210.2   (mgal)                       NAVD 88
 ME0630
 ME0630  VERT ORDER  -  SECOND    CLASS 0
 ME0630
 ME0630.The horizontal coordinates were scaled from a topographic map and have
 ME0630.an estimated accuracy of +/- 6 seconds.
 ME0630
 ME0630.The orthometric height was determined by differential leveling
 ME0630.and adjusted by the National Geodetic Survey in June 1991..
 ME0630
 ME0630.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0630.See file dsdata.txt to determine how the superseded data were derived.
 ME0630
 ME0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL398768(NAD 83)
 ME0630_MARKER: DB = BENCH MARK DISK
 ME0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0630_STAMPING: M 133 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1116 ***********************************************************************
 MD1116  DESIGNATION -  M 135
 MD1116  PID         -  MD1116
 MD1116  STATE/COUNTY-  IN/WABASH
 MD1116  USGS QUAD   -  NORTH MANCHESTER NORTH (1994)
 MD1116
 MD1116                         *CURRENT SURVEY CONTROL
 MD1116  ___________________________________________________________________
 MD1116* NAD 83(1986)-  41 01 31.     (N)    085 45 10.     (W)     SCALED    
 MD1116* NAVD 88     -       233.782  (meters)     767.00   (feet)  ADJUSTED  
 MD1116  ___________________________________________________________________
 MD1116  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MD1116  DYNAMIC HT  -         233.676 (meters)     766.65  (feet)  COMP
 MD1116  MODELED GRAV-     980,164.8   (mgal)                       NAVD 88
 MD1116
 MD1116  VERT ORDER  -  SECOND    CLASS 0
 MD1116
 MD1116.The horizontal coordinates were scaled from a topographic map and have
 MD1116.an estimated accuracy of +/- 6 seconds.
 MD1116
 MD1116.The orthometric height was determined by differential leveling
 MD1116.and adjusted by the National Geodetic Survey in June 1991..
 MD1116
 MD1116.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1116.See file dsdata.txt to determine how the superseded data were derived.
 MD1116
 MD1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL048423(NAD 83)
 MD1116_MARKER: DB = BENCH MARK DISK
 MD1116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1116_SP_SET: BRIDGE
 MD1116_STAMPING: M 135 1946
 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 = OCTOBER  6, 2006
 LB1608 ***********************************************************************
 LB1608  DESIGNATION -  M 136
 LB1608  PID         -  LB1608
 LB1608  STATE/COUNTY-  IN/TIPPECANOE
 LB1608  USGS QUAD   -  OTTERBEIN (1986)
 LB1608
 LB1608                         *CURRENT SURVEY CONTROL
 LB1608  ___________________________________________________________________
 LB1608* NAD 83(1986)-  40 28 36.     (N)    087 02 26.     (W)     SCALED    
 LB1608* NAVD 88     -       211.919  (meters)     695.27   (feet)  ADJUSTED  
 LB1608  ___________________________________________________________________
 LB1608  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 LB1608  DYNAMIC HT  -         211.816 (meters)     694.93  (feet)  COMP
 LB1608  MODELED GRAV-     980,135.2   (mgal)                       NAVD 88
 LB1608
 LB1608  VERT ORDER  -  SECOND    CLASS 0
 LB1608
 LB1608.The horizontal coordinates were scaled from a topographic map and have
 LB1608.an estimated accuracy of +/- 6 seconds.
 LB1608
 LB1608.The orthometric height was determined by differential leveling
 LB1608.and adjusted by the National Geodetic Survey in June 1991..
 LB1608
 LB1608.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1608.See file dsdata.txt to determine how the superseded data were derived.
 LB1608
 LB1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK965806(NAD 83)
 LB1608_MARKER: DB = BENCH MARK DISK
 LB1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1608_STAMPING: M 136 1946
 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             NGS
 LB1608
 LB1608                          STATION DESCRIPTION
 LB1608
 LB1608'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1100 ***********************************************************************
 ME1100  DESIGNATION -  M 137
 ME1100  PID         -  ME1100
 ME1100  STATE/COUNTY-  IN/LAKE
 ME1100  USGS QUAD   -  CROWN POINT (1992)
 ME1100
 ME1100                         *CURRENT SURVEY CONTROL
 ME1100  ___________________________________________________________________
 ME1100* NAD 83(1986)-  41 28 15.     (N)    087 17 38.     (W)     SCALED    
 ME1100* NAVD 88     -       210.337  (meters)     690.08   (feet)  ADJUSTED  
 ME1100  ___________________________________________________________________
 ME1100  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME1100  DYNAMIC HT  -         210.254 (meters)     689.81  (feet)  COMP
 ME1100  MODELED GRAV-     980,224.7   (mgal)                       NAVD 88
 ME1100
 ME1100  VERT ORDER  -  SECOND    CLASS 0
 ME1100
 ME1100.The horizontal coordinates were scaled from a topographic map and have
 ME1100.an estimated accuracy of +/- 6 seconds.
 ME1100
 ME1100.The orthometric height was determined by differential leveling
 ME1100.and adjusted by the National Geodetic Survey in June 1991..
 ME1100
 ME1100.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 ME1100;SPC IN W     -   690,870.      882,410.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1100.See file dsdata.txt to determine how the superseded data were derived.
 ME1100
 ME1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL754910(NAD 83)
 ME1100_MARKER: DB = BENCH MARK DISK
 ME1100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1100_SP_SET: CULVERT
 ME1100_STAMPING: M 137 1946
 ME1100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1100+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2005
 ME1100
 ME1100  HISTORY     - Date     Condition        Report By
 ME1100  HISTORY     - 1946     MONUMENTED       CGS
 ME1100  HISTORY     - 1968     GOOD             NGS
 ME1100  HISTORY     - 20030521 MARK NOT FOUND   USPSQD
 ME1100  HISTORY     - 20050523 GOOD             INDIV
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1009 ***********************************************************************
 ME1009  DESIGNATION -  M 139
 ME1009  PID         -  ME1009
 ME1009  STATE/COUNTY-  IN/LAKE
 ME1009  USGS QUAD   -  HIGHLAND (1991)
 ME1009
 ME1009                         *CURRENT SURVEY CONTROL
 ME1009  ___________________________________________________________________
 ME1009* NAD 83(1986)-  41 36 50.     (N)    087 23 38.     (W)     SCALED    
 ME1009* NAVD 88     -       179.693  (meters)     589.54   (feet)  ADJUSTED  
 ME1009  ___________________________________________________________________
 ME1009  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME1009  DYNAMIC HT  -         179.627 (meters)     589.33  (feet)  COMP
 ME1009  MODELED GRAV-     980,253.2   (mgal)                       NAVD 88
 ME1009
 ME1009  VERT ORDER  -  FIRST     CLASS I
 ME1009
 ME1009.The horizontal coordinates were scaled from a topographic map and have
 ME1009.an estimated accuracy of +/- 6 seconds.
 ME1009
 ME1009.The orthometric height was determined by differential leveling
 ME1009.and adjusted by the National Geodetic Survey in June 1991..
 ME1009.WARNING-Repeat measurements at this control monument indicate possible
 ME1009.vertical movement.
 ME1009
 ME1009.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1009.See file dsdata.txt to determine how the superseded data were derived.
 ME1009
 ME1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM671069(NAD 83)
 ME1009_MARKER: DB = BENCH MARK DISK
 ME1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1009_STAMPING: M 139 1946
 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             NGS
 ME1009  HISTORY     - 19920805 MARK NOT FOUND   NGS
 ME1009
 ME1009                          STATION DESCRIPTION
 ME1009
 ME1009'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0878 ***********************************************************************
 LA0878  DESIGNATION -  M 14
 LA0878  PID         -  LA0878
 LA0878  STATE/COUNTY-  IN/HUNTINGTON
 LA0878  USGS QUAD   -  HUNTINGTON (1994)
 LA0878
 LA0878                         *CURRENT SURVEY CONTROL
 LA0878  ___________________________________________________________________
 LA0878* NAD 83(1986)-  40 52 53.     (N)    085 29 36.     (W)     SCALED    
 LA0878* NAVD 88     -       226.315  (meters)     742.50   (feet)  ADJUSTED  
 LA0878  ___________________________________________________________________
 LA0878  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 LA0878  DYNAMIC HT  -         226.209 (meters)     742.15  (feet)  COMP
 LA0878  MODELED GRAV-     980,151.3   (mgal)                       NAVD 88
 LA0878
 LA0878  VERT ORDER  -  FIRST     CLASS II
 LA0878
 LA0878.The horizontal coordinates were scaled from a topographic map and have
 LA0878.an estimated accuracy of +/- 6 seconds.
 LA0878
 LA0878.The orthometric height was determined by differential leveling
 LA0878.and adjusted by the National Geodetic Survey in June 1991..
 LA0878
 LA0878.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0878.See file dsdata.txt to determine how the superseded data were derived.
 LA0878
 LA0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL269266(NAD 83)
 LA0878_MARKER: DB = BENCH MARK DISK
 LA0878_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0878_SP_SET: STEP
 LA0878_STAMPING: M 14 1930
 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             NGS
 LA0878
 LA0878                          STATION DESCRIPTION
 LA0878
 LA0878'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1241 ***********************************************************************
 ME1241  DESIGNATION -  M 140
 ME1241  PID         -  ME1241
 ME1241  STATE/COUNTY-  IN/PORTER
 ME1241  USGS QUAD   -  PALMER (1992)
 ME1241
 ME1241                         *CURRENT SURVEY CONTROL
 ME1241  ___________________________________________________________________
 ME1241* NAD 83(1986)-  41 23 13.     (N)    087 10 54.     (W)     SCALED    
 ME1241* NAVD 88     -       229.960  (meters)     754.46   (feet)  ADJUSTED  
 ME1241  ___________________________________________________________________
 ME1241  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 ME1241  DYNAMIC HT  -         229.867 (meters)     754.16  (feet)  COMP
 ME1241  MODELED GRAV-     980,210.4   (mgal)                       NAVD 88
 ME1241
 ME1241  VERT ORDER  -  SECOND    CLASS 0
 ME1241
 ME1241.The horizontal coordinates were scaled from a topographic map and have
 ME1241.an estimated accuracy of +/- 6 seconds.
 ME1241
 ME1241.The orthometric height was determined by differential leveling
 ME1241.and adjusted by the National Geodetic Survey in June 1991..
 ME1241
 ME1241.The geoid height was determined by GEOID03.
 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     -   681,540.      891,780.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1241.See file dsdata.txt to determine how the superseded data were derived.
 ME1241
 ME1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL848817(NAD 83)
 ME1241_MARKER: DB = BENCH MARK DISK
 ME1241_SETTING: 0 = UNSPECIFIED SETTING
 ME1241_STAMPING: M 140 1946
 ME1241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1241
 ME1241  HISTORY     - Date     Condition        Report By
 ME1241  HISTORY     - 1946     MONUMENTED       CGS
 ME1241  HISTORY     - 1968     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1968
 ME1241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0680 ***********************************************************************
 ME0680  DESIGNATION -  M 142
 ME0680  PID         -  ME0680
 ME0680  STATE/COUNTY-  IN/STARKE
 ME0680  USGS QUAD   -  KNOX WEST (1980)
 ME0680
 ME0680                         *CURRENT SURVEY CONTROL
 ME0680  ___________________________________________________________________
 ME0680* NAD 83(1986)-  41 15 32.     (N)    086 41 57.     (W)     SCALED    
 ME0680* NAVD 88     -       215.744  (meters)     707.82   (feet)  ADJUSTED  
 ME0680  ___________________________________________________________________
 ME0680  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 ME0680  DYNAMIC HT  -         215.653 (meters)     707.52  (feet)  COMP
 ME0680  MODELED GRAV-     980,201.3   (mgal)                       NAVD 88
 ME0680
 ME0680  VERT ORDER  -  SECOND    CLASS 0
 ME0680
 ME0680.The horizontal coordinates were scaled from a topographic map and have
 ME0680.an estimated accuracy of +/- 6 seconds.
 ME0680
 ME0680.The orthometric height was determined by differential leveling
 ME0680.and adjusted by the National Geodetic Survey in June 1991..
 ME0680
 ME0680.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0680.See file dsdata.txt to determine how the superseded data were derived.
 ME0680
 ME0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL252675(NAD 83)
 ME0680_MARKER: DB = BENCH MARK DISK
 ME0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0680_STAMPING: M 142 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1330 ***********************************************************************
 ME1330  DESIGNATION -  M 143
 ME1330  PID         -  ME1330
 ME1330  STATE/COUNTY-  IN/JASPER
 ME1330  USGS QUAD   -  WHEATFIELD (1992)
 ME1330
 ME1330                         *CURRENT SURVEY CONTROL
 ME1330  ___________________________________________________________________
 ME1330* NAD 83(1986)-  41 14 42.     (N)    087 02 40.     (W)     SCALED    
 ME1330* NAVD 88     -       201.284  (meters)     660.38   (feet)  ADJUSTED  
 ME1330  ___________________________________________________________________
 ME1330  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME1330  DYNAMIC HT  -         201.199 (meters)     660.10  (feet)  COMP
 ME1330  MODELED GRAV-     980,196.5   (mgal)                       NAVD 88
 ME1330
 ME1330  VERT ORDER  -  SECOND    CLASS 0
 ME1330
 ME1330.The horizontal coordinates were scaled from a topographic map and have
 ME1330.an estimated accuracy of +/- 6 seconds.
 ME1330
 ME1330.The orthometric height was determined by differential leveling
 ME1330.and adjusted by the National Geodetic Survey in June 1991..
 ME1330
 ME1330.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1330.See file dsdata.txt to determine how the superseded data were derived.
 ME1330
 ME1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL962659(NAD 83)
 ME1330_MARKER: DB = BENCH MARK DISK
 ME1330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1330_SP_SET: CULVERT
 ME1330_STAMPING: M 143 1946
 ME1330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1330
 ME1330  HISTORY     - Date     Condition        Report By
 ME1330  HISTORY     - 1946     MONUMENTED       CGS
 ME1330  HISTORY     - 1971     GOOD             BRADY
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0367 ***********************************************************************
 ME0367  DESIGNATION -  M 144
 ME0367  PID         -  ME0367
 ME0367  STATE/COUNTY-  IN/MARSHALL
 ME0367  USGS QUAD   -  PLYMOUTH (1980)
 ME0367
 ME0367                         *CURRENT SURVEY CONTROL
 ME0367  ___________________________________________________________________
 ME0367* NAD 83(1986)-  41 19 20.     (N)    086 17 50.     (W)     SCALED    
 ME0367* NAVD 88     -       245.636  (meters)     805.89   (feet)  ADJUSTED  
 ME0367  ___________________________________________________________________
 ME0367  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME0367  DYNAMIC HT  -         245.533 (meters)     805.55  (feet)  COMP
 ME0367  MODELED GRAV-     980,197.3   (mgal)                       NAVD 88
 ME0367
 ME0367  VERT ORDER  -  SECOND    CLASS 0
 ME0367
 ME0367.The horizontal coordinates were scaled from a topographic map and have
 ME0367.an estimated accuracy of +/- 6 seconds.
 ME0367
 ME0367.The orthometric height was determined by differential leveling
 ME0367.and adjusted by the National Geodetic Survey in June 1991..
 ME0367
 ME0367.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0367.See file dsdata.txt to determine how the superseded data were derived.
 ME0367
 ME0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL588747(NAD 83)
 ME0367_MARKER: DB = BENCH MARK DISK
 ME0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0367_STAMPING: M 144 1946
 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 = OCTOBER  6, 2006
 MD1238 ***********************************************************************
 MD1238  DESIGNATION -  M 145
 MD1238  PID         -  MD1238
 MD1238  STATE/COUNTY-  IN/KOSCIUSKO
 MD1238  USGS QUAD   -  BURKET (1994)
 MD1238
 MD1238                         *CURRENT SURVEY CONTROL
 MD1238  ___________________________________________________________________
 MD1238* NAD 83(1986)-  41 09 06.     (N)    085 54 09.     (W)     SCALED    
 MD1238* NAVD 88     -       259.819  (meters)     852.42   (feet)  ADJUSTED  
 MD1238  ___________________________________________________________________
 MD1238  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 MD1238  DYNAMIC HT  -         259.706 (meters)     852.05  (feet)  COMP
 MD1238  MODELED GRAV-     980,183.5   (mgal)                       NAVD 88
 MD1238
 MD1238  VERT ORDER  -  SECOND    CLASS 0
 MD1238
 MD1238.The horizontal coordinates were scaled from a topographic map and have
 MD1238.an estimated accuracy of +/- 6 seconds.
 MD1238
 MD1238.The orthometric height was determined by differential leveling
 MD1238.and adjusted by the National Geodetic Survey in June 1991..
 MD1238
 MD1238.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1238.See file dsdata.txt to determine how the superseded data were derived.
 MD1238
 MD1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL920561(NAD 83)
 MD1238_MARKER: DB = BENCH MARK DISK
 MD1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1238_STAMPING: M 145 1946
 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 = OCTOBER  6, 2006
 LB0958 ***********************************************************************
 LB0958  DESIGNATION -  M 146
 LB0958  PID         -  LB0958
 LB0958  STATE/COUNTY-  IN/CARROLL
 LB0958  USGS QUAD   -  FLORA (1986)
 LB0958
 LB0958                         *CURRENT SURVEY CONTROL
 LB0958  ___________________________________________________________________
 LB0958* NAD 83(1986)-  40 37 09.     (N)    086 32 20.     (W)     SCALED    
 LB0958* NAVD 88     -       208.770  (meters)     684.94   (feet)  ADJUSTED  
 LB0958  ___________________________________________________________________
 LB0958  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 LB0958  DYNAMIC HT  -         208.669 (meters)     684.61  (feet)  COMP
 LB0958  MODELED GRAV-     980,136.4   (mgal)                       NAVD 88
 LB0958
 LB0958  VERT ORDER  -  SECOND    CLASS 0
 LB0958
 LB0958.The horizontal coordinates were scaled from a topographic map and have
 LB0958.an estimated accuracy of +/- 6 seconds.
 LB0958
 LB0958.The orthometric height was determined by differential leveling
 LB0958.and adjusted by the National Geodetic Survey in June 1991..
 LB0958
 LB0958.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0958.See file dsdata.txt to determine how the superseded data were derived.
 LB0958
 LB0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK390965(NAD 83)
 LB0958_MARKER: DB = BENCH MARK DISK
 LB0958_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0958_SP_SET: PIPE CULVERT HEADWALL
 LB0958_STAMPING: M 146 1946
 LB0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1035 ***********************************************************************
 LB1035  DESIGNATION -  M 147
 LB1035  PID         -  LB1035
 LB1035  STATE/COUNTY-  IN/CARROLL
 LB1035  USGS QUAD   -  YEOMAN (1962)
 LB1035
 LB1035                         *CURRENT SURVEY CONTROL
 LB1035  ___________________________________________________________________
 LB1035* NAD 83(1986)-  40 40 02.     (N)    086 44 07.     (W)     SCALED    
 LB1035* NAVD 88     -       202.123  (meters)     663.13   (feet)  ADJUSTED  
 LB1035  ___________________________________________________________________
 LB1035  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 LB1035  DYNAMIC HT  -         202.028 (meters)     662.82  (feet)  COMP
 LB1035  MODELED GRAV-     980,147.5   (mgal)                       NAVD 88
 LB1035
 LB1035  VERT ORDER  -  SECOND    CLASS 0
 LB1035
 LB1035.The horizontal coordinates were scaled from a topographic map and have
 LB1035.an estimated accuracy of +/- 6 seconds.
 LB1035
 LB1035.The orthometric height was determined by differential leveling
 LB1035.and adjusted by the National Geodetic Survey in June 1991..
 LB1035
 LB1035.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1035.See file dsdata.txt to determine how the superseded data were derived.
 LB1035
 LB1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL223018(NAD 83)
 LB1035_MARKER: DB = BENCH MARK DISK
 LB1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1035_STAMPING: M 147 1946
 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 = OCTOBER  6, 2006
 ME1065 ***********************************************************************
 ME1065  DESIGNATION -  M 148
 ME1065  PID         -  ME1065
 ME1065  STATE/COUNTY-  IN/PORTER
 ME1065  USGS QUAD   -  PORTAGE (1992)
 ME1065
 ME1065                         *CURRENT SURVEY CONTROL
 ME1065  ___________________________________________________________________
 ME1065* NAD 83(1986)-  41 33 07.     (N)    087 09 47.     (W)     SCALED    
 ME1065* NAVD 88     -       200.071  (meters)     656.40   (feet)  ADJUSTED  
 ME1065  ___________________________________________________________________
 ME1065  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME1065  DYNAMIC HT  -         199.995 (meters)     656.15  (feet)  COMP
 ME1065  MODELED GRAV-     980,239.8   (mgal)                       NAVD 88
 ME1065
 ME1065  VERT ORDER  -  SECOND    CLASS 0
 ME1065
 ME1065.The horizontal coordinates were scaled from a topographic map and have
 ME1065.an estimated accuracy of +/- 6 seconds.
 ME1065
 ME1065.The orthometric height was determined by differential leveling
 ME1065.and adjusted by the National Geodetic Survey in June 1991..
 ME1065
 ME1065.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1065.See file dsdata.txt to determine how the superseded data were derived.
 ME1065
 ME1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM864000(NAD 83)
 ME1065_MARKER: DB = BENCH MARK DISK
 ME1065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1065_SP_SET: TOWER CONCRETE BASE
 ME1065_STAMPING: M 148 1946
 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 = OCTOBER  6, 2006
 ME0970 ***********************************************************************
 ME0970  DESIGNATION -  M 149
 ME0970  PID         -  ME0970
 ME0970  STATE/COUNTY-  IN/LAKE
 ME0970  USGS QUAD   -  PORTAGE (1992)
 ME0970
 ME0970                         *CURRENT SURVEY CONTROL
 ME0970  ___________________________________________________________________
 ME0970* NAD 83(1986)-  41 31 53.     (N)    087 14 16.     (W)     SCALED    
 ME0970* NAVD 88     -       190.706  (meters)     625.67   (feet)  ADJUSTED  
 ME0970  ___________________________________________________________________
 ME0970  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 ME0970  DYNAMIC HT  -         190.632 (meters)     625.43  (feet)  COMP
 ME0970  MODELED GRAV-     980,236.2   (mgal)                       NAVD 88
 ME0970
 ME0970  VERT ORDER  -  FIRST     CLASS II
 ME0970
 ME0970.The horizontal coordinates were scaled from a topographic map and have
 ME0970.an estimated accuracy of +/- 6 seconds.
 ME0970
 ME0970.The orthometric height was determined by differential leveling
 ME0970.and adjusted by the National Geodetic Survey in June 1991..
 ME0970
 ME0970.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0970.See file dsdata.txt to determine how the superseded data were derived.
 ME0970
 ME0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL801977(NAD 83)
 ME0970_MARKER: DB = BENCH MARK DISK
 ME0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0970_STAMPING: M 149 1946
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1968
 ME0970'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0246 ***********************************************************************
 MD0246  DESIGNATION -  M 15
 MD0246  PID         -  MD0246
 MD0246  STATE/COUNTY-  IN/ALLEN
 MD0246  USGS QUAD   -  WOODBURN SOUTH (1992)
 MD0246
 MD0246                         *CURRENT SURVEY CONTROL
 MD0246  ___________________________________________________________________
 MD0246* NAD 83(1986)-  41 04 39.     (N)    084 48 31.     (W)     SCALED    
 MD0246* NAVD 88     -       230.461  (meters)     756.10   (feet)  ADJUSTED  
 MD0246  ___________________________________________________________________
 MD0246  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 MD0246  DYNAMIC HT  -         230.367 (meters)     755.80  (feet)  COMP
 MD0246  MODELED GRAV-     980,207.2   (mgal)                       NAVD 88
 MD0246
 MD0246  VERT ORDER  -  FIRST     CLASS I
 MD0246
 MD0246.The horizontal coordinates were scaled from a topographic map and have
 MD0246.an estimated accuracy of +/- 6 seconds.
 MD0246
 MD0246.The orthometric height was determined by differential leveling
 MD0246.and adjusted by the National Geodetic Survey in April 1995..
 MD0246
 MD0246.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD0246
 MD0246  NAVD 88 (06/15/91)  230.465  (m)          756.12   (f) UNKNOWN     1 1
 MD0246  NGVD 29 (01/19/93)  230.618  (m)          756.62   (f) ADJUSTED    1 1
 MD0246
 MD0246.Superseded values are not recommended for survey control.
 MD0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0246.See file dsdata.txt to determine how the superseded data were derived.
 MD0246
 MD0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL840496(NAD 83)
 MD0246_MARKER: DB = BENCH MARK DISK
 MD0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0246_SP_SET: CONCRETE POST
 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             NGS
 MD0246  HISTORY     - 19921019 GOOD             NGS
 MD0246
 MD0246                          STATION DESCRIPTION
 MD0246
 MD0246'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0550 ***********************************************************************
 ME0550  DESIGNATION -  M 150
 ME0550  PID         -  ME0550
 ME0550  STATE/COUNTY-  IN/LA PORTE
 ME0550  USGS QUAD   -  HANNA (1958)
 ME0550
 ME0550                         *CURRENT SURVEY CONTROL
 ME0550  ___________________________________________________________________
 ME0550* NAD 83(1986)-  41 24 48.     (N)    086 47 27.     (W)     SCALED    
 ME0550* NAVD 88     -       213.962  (meters)     701.97   (feet)  ADJUSTED  
 ME0550  ___________________________________________________________________
 ME0550  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0550  DYNAMIC HT  -         213.875 (meters)     701.69  (feet)  COMP
 ME0550  MODELED GRAV-     980,211.6   (mgal)                       NAVD 88
 ME0550
 ME0550  VERT ORDER  -  FIRST     CLASS I
 ME0550
 ME0550.The horizontal coordinates were scaled from a topographic map and have
 ME0550.an estimated accuracy of +/- 6 seconds.
 ME0550
 ME0550.The orthometric height was determined by differential leveling
 ME0550.and adjusted by the National Geodetic Survey in April 1995..
 ME0550.WARNING-Repeat measurements at this control monument indicate possible
 ME0550.vertical movement.
 ME0550
 ME0550.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0550
 ME0550  NAVD 88 (06/15/91)  213.960  (m)          701.97   (f) UNKNOWN     1 1
 ME0550  NGVD 29 (01/19/93)  214.058  (m)          702.29   (f) ADJUSTED    1 1
 ME0550
 ME0550.Superseded values are not recommended for survey control.
 ME0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0550.See file dsdata.txt to determine how the superseded data were derived.
 ME0550
 ME0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL174846(NAD 83)
 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             NGS
 ME0550  HISTORY     - 19920907 GOOD             NGS
 ME0550
 ME0550                          STATION DESCRIPTION
 ME0550
 ME0550'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1080 ***********************************************************************
 ME1080  DESIGNATION -  M 151
 ME1080  PID         -  ME1080
 ME1080  STATE/COUNTY-  IN/PORTER
 ME1080  USGS QUAD   -  CHESTERTON (1991)
 ME1080
 ME1080                         *CURRENT SURVEY CONTROL
 ME1080  ___________________________________________________________________
 ME1080* NAD 83(1986)-  41 31 15.     (N)    087 02 06.     (W)     SCALED    
 ME1080* NAVD 88     -       257.350  (meters)     844.32   (feet)  ADJUSTED  
 ME1080  ___________________________________________________________________
 ME1080  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 ME1080  DYNAMIC HT  -         257.250 (meters)     843.99  (feet)  COMP
 ME1080  MODELED GRAV-     980,229.5   (mgal)                       NAVD 88
 ME1080
 ME1080  VERT ORDER  -  SECOND    CLASS 0
 ME1080
 ME1080.The horizontal coordinates were scaled from a topographic map and have
 ME1080.an estimated accuracy of +/- 6 seconds.
 ME1080
 ME1080.The orthometric height was determined by differential leveling
 ME1080.and adjusted by the National Geodetic Survey in June 1991..
 ME1080
 ME1080.The geoid height was determined by GEOID03.
 ME1080
 ME1080.The dynamic height is computed by dividing the NAVD 88
 ME1080.geopotential number by the normal gravity value computed on the
 ME1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1080.degrees latitude (g = 980.6199 gals.).
 ME1080
 ME1080.The modeled gravity was interpolated from observed gravity values.
 ME1080
 ME1080;                    North         East    Units  Estimated Accuracy
 ME1080;SPC IN W     -   696,400.      904,030.      MT  (+/- 180 meters Scaled)
 ME1080
 ME1080                          SUPERSEDED SURVEY CONTROL
 ME1080
 ME1080  NGVD 29 (??/??/92)  257.441  (m)          844.62   (f) ADJ UNCH    2 0
 ME1080
 ME1080.Superseded values are not recommended for survey control.
 ME1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1080.See file dsdata.txt to determine how the superseded data were derived.
 ME1080
 ME1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL970965(NAD 83)
 ME1080_MARKER: DB = BENCH MARK DISK
 ME1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1080_STAMPING: M 151 1946
 ME1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1080+STABILITY: SURFACE MOTION
 ME1080
 ME1080  HISTORY     - Date     Condition        Report By
 ME1080  HISTORY     - 1946     MONUMENTED       CGS
 ME1080  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 ME1080
 ME1080                          STATION DESCRIPTION
 ME1080
 ME1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1080'3.3 MI N FROM VALPARAISO.
 ME1080'ABOUT 3.3 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE GRAND TRUNK
 ME1080'WESTERN RAILROAD STATION AT VALPARAISO, PORTER COUNTY, AT THE
 ME1080'JUNCTION OF A SIDE ROAD LEADING EAST, 27.5 FEET EAST OF THE CENTER
 ME1080'LINE OF THE HIGHWAY, 29 FEET NORTH OF THE CENTER LINE OF THE
 ME1080'ROAD, 10 FEET NORTH OF A FENCE CORNER, 1.5 FEET WEST OF THE FENCE,
 ME1080'1.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET
 ME1080'HIGHER THAN THE HIGHWAY.  A BRONZE DISK, STAMPED M 151 1946 AND
 ME1080'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 ME1080'GROUND.
 ME1080
 ME1080                          STATION RECOVERY (1978)
 ME1080
 ME1080'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME1080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0772 ***********************************************************************
 ME0772  DESIGNATION -  M 152
 ME0772  PID         -  ME0772
 ME0772  STATE/COUNTY-  IN/LA PORTE
 ME0772  USGS QUAD   -  LA PORTE WEST (1969)
 ME0772
 ME0772                         *CURRENT SURVEY CONTROL
 ME0772  ___________________________________________________________________
 ME0772* NAD 83(1986)-  41 35 28.     (N)    086 46 42.     (W)     SCALED    
 ME0772* NAVD 88     -       251.629  (meters)     825.55   (feet)  ADJUSTED  
 ME0772  ___________________________________________________________________
 ME0772  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 ME0772  DYNAMIC HT  -         251.530 (meters)     825.23  (feet)  COMP
 ME0772  MODELED GRAV-     980,227.0   (mgal)                       NAVD 88
 ME0772
 ME0772  VERT ORDER  -  SECOND    CLASS 0
 ME0772
 ME0772.The horizontal coordinates were scaled from a topographic map and have
 ME0772.an estimated accuracy of +/- 6 seconds.
 ME0772
 ME0772.The orthometric height was determined by differential leveling
 ME0772.and adjusted by the National Geodetic Survey in June 1991..
 ME0772
 ME0772.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0772.See file dsdata.txt to determine how the superseded data were derived.
 ME0772
 ME0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM184044(NAD 83)
 ME0772_MARKER: DB = BENCH MARK DISK
 ME0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0772_STAMPING: M 152 1946
 ME0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0772+STABILITY: SURFACE MOTION
 ME0772
 ME0772  HISTORY     - Date     Condition        Report By
 ME0772  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0486 ***********************************************************************
 ME0486  DESIGNATION -  M 153
 ME0486  PID         -  ME0486
 ME0486  STATE/COUNTY-  IN/LA PORTE
 ME0486  USGS QUAD   -  HANNA (1958)
 ME0486
 ME0486                         *CURRENT SURVEY CONTROL
 ME0486  ___________________________________________________________________
 ME0486* NAD 83(1986)-  41 29 27.     (N)    086 46 41.     (W)     SCALED    
 ME0486* NAVD 88     -       219.494  (meters)     720.12   (feet)  ADJUSTED  
 ME0486  ___________________________________________________________________
 ME0486  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME0486  DYNAMIC HT  -         219.406 (meters)     719.83  (feet)  COMP
 ME0486  MODELED GRAV-     980,218.7   (mgal)                       NAVD 88
 ME0486
 ME0486  VERT ORDER  -  SECOND    CLASS 0
 ME0486
 ME0486.The horizontal coordinates were scaled from a topographic map and have
 ME0486.an estimated accuracy of +/- 6 seconds.
 ME0486
 ME0486.The orthometric height was determined by differential leveling
 ME0486.and adjusted by the National Geodetic Survey in June 1991..
 ME0486
 ME0486.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0486.See file dsdata.txt to determine how the superseded data were derived.
 ME0486
 ME0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL185932(NAD 83)
 ME0486_MARKER: DB = BENCH MARK DISK
 ME0486_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0486_SP_SET: BRIDGE
 ME0486_STAMPING: M 153 1946
 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 = OCTOBER  6, 2006
 ME0054 ***********************************************************************
 ME0054  DESIGNATION -  M 154
 ME0054  PID         -  ME0054
 ME0054  STATE/COUNTY-  IN/ST JOSEPH
 ME0054  USGS QUAD   -  NORTH LIBERTY (1980)
 ME0054
 ME0054                         *CURRENT SURVEY CONTROL
 ME0054  ___________________________________________________________________
 ME0054* NAD 83(1986)-  41 32 04.     (N)    086 26 25.     (W)     SCALED    
 ME0054* NAVD 88     -       222.364  (meters)     729.54   (feet)  ADJUSTED  
 ME0054  ___________________________________________________________________
 ME0054  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0054  DYNAMIC HT  -         222.276 (meters)     729.25  (feet)  COMP
 ME0054  MODELED GRAV-     980,221.4   (mgal)                       NAVD 88
 ME0054
 ME0054  VERT ORDER  -  SECOND    CLASS 0
 ME0054
 ME0054.The horizontal coordinates were scaled from a topographic map and have
 ME0054.an estimated accuracy of +/- 6 seconds.
 ME0054
 ME0054.The orthometric height was determined by differential leveling
 ME0054.and adjusted by the National Geodetic Survey in June 1991..
 ME0054
 ME0054.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0054.See file dsdata.txt to determine how the superseded data were derived.
 ME0054
 ME0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL466982(NAD 83)
 ME0054_MARKER: DB = BENCH MARK DISK
 ME0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0054_STAMPING: M 154 1946
 ME0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0054+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0053 ***********************************************************************
 ME0053  DESIGNATION -  M 155
 ME0053  PID         -  ME0053
 ME0053  STATE/COUNTY-  IN/ST JOSEPH
 ME0053  USGS QUAD   -  LYDICK (1969)
 ME0053
 ME0053                         *CURRENT SURVEY CONTROL
 ME0053  ___________________________________________________________________
 ME0053* NAD 83(1986)-  41 41 24.     (N)    086 27 11.     (W)     SCALED    
 ME0053* NAVD 88     -       224.994  (meters)     738.17   (feet)  ADJUSTED  
 ME0053  ___________________________________________________________________
 ME0053  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME0053  DYNAMIC HT  -         224.908 (meters)     737.89  (feet)  COMP
 ME0053  MODELED GRAV-     980,234.8   (mgal)                       NAVD 88
 ME0053
 ME0053  VERT ORDER  -  SECOND    CLASS 0
 ME0053
 ME0053.The horizontal coordinates were scaled from a topographic map and have
 ME0053.an estimated accuracy of +/- 6 seconds.
 ME0053
 ME0053.The orthometric height was determined by differential leveling
 ME0053.and adjusted by the National Geodetic Survey in June 1991..
 ME0053
 ME0053.The geoid height was determined by GEOID03.
 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     -   715,490.       34,530.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0053.See file dsdata.txt to determine how the superseded data were derived.
 ME0053
 ME0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM455155(NAD 83)
 ME0053_MARKER: DB = BENCH MARK DISK
 ME0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0053_SP_SET: BUILDING
 ME0053_STAMPING: M 155 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1403 ***********************************************************************
 ME1403  DESIGNATION -  M 156
 ME1403  PID         -  ME1403
 ME1403  STATE/COUNTY-  IN/JASPER
 ME1403  USGS QUAD   -  GIFFORD (1962)
 ME1403
 ME1403                         *CURRENT SURVEY CONTROL
 ME1403  ___________________________________________________________________
 ME1403* NAD 83(1986)-  41 05 33.     (N)    087 02 08.     (W)     SCALED    
 ME1403* NAVD 88     -       209.543  (meters)     687.48   (feet)  ADJUSTED  
 ME1403  ___________________________________________________________________
 ME1403  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 ME1403  DYNAMIC HT  -         209.453 (meters)     687.18  (feet)  COMP
 ME1403  MODELED GRAV-     980,188.5   (mgal)                       NAVD 88
 ME1403
 ME1403  VERT ORDER  -  SECOND    CLASS 0
 ME1403
 ME1403.The horizontal coordinates were scaled from a topographic map and have
 ME1403.an estimated accuracy of +/- 6 seconds.
 ME1403
 ME1403.The orthometric height was determined by differential leveling
 ME1403.and adjusted by the National Geodetic Survey in June 1991..
 ME1403
 ME1403.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1403.See file dsdata.txt to determine how the superseded data were derived.
 ME1403
 ME1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL970490(NAD 83)
 ME1403_MARKER: DB = BENCH MARK DISK
 ME1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1403_STAMPING: M 156 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1421 ***********************************************************************
 ME1421  DESIGNATION -  M 157
 ME1421  PID         -  ME1421
 ME1421  STATE/COUNTY-  IN/JASPER
 ME1421  USGS QUAD   -  PARR (1980)
 ME1421
 ME1421                         *CURRENT SURVEY CONTROL
 ME1421  ___________________________________________________________________
 ME1421* NAD 83(1986)-  41 01 36.     (N)    087 10 14.     (W)     SCALED    
 ME1421* NAVD 88     -       205.971  (meters)     675.76   (feet)  ADJUSTED  
 ME1421  ___________________________________________________________________
 ME1421  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 ME1421  DYNAMIC HT  -         205.882 (meters)     675.46  (feet)  COMP
 ME1421  MODELED GRAV-     980,189.2   (mgal)                       NAVD 88
 ME1421
 ME1421  VERT ORDER  -  SECOND    CLASS 0
 ME1421
 ME1421.The horizontal coordinates were scaled from a topographic map and have
 ME1421.an estimated accuracy of +/- 6 seconds.
 ME1421
 ME1421.The orthometric height was determined by differential leveling
 ME1421.and adjusted by the National Geodetic Survey in June 1991..
 ME1421
 ME1421.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1421.See file dsdata.txt to determine how the superseded data were derived.
 ME1421
 ME1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL856417(NAD 83)
 ME1421_MARKER: DB = BENCH MARK DISK
 ME1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1421_STAMPING: M 157 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1225 ***********************************************************************
 MD1225  DESIGNATION -  M 158
 MD1225  PID         -  MD1225
 MD1225  STATE/COUNTY-  IN/KOSCIUSKO
 MD1225  USGS QUAD   -  NORTH WEBSTER (1994)
 MD1225
 MD1225                         *CURRENT SURVEY CONTROL
 MD1225  ___________________________________________________________________
 MD1225* NAD 83(1986)-  41 18 30.     (N)    085 42 45.     (W)     SCALED    
 MD1225* NAVD 88     -       265.322  (meters)     870.48   (feet)  ADJUSTED  
 MD1225  ___________________________________________________________________
 MD1225  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 MD1225  DYNAMIC HT  -         265.211 (meters)     870.11  (feet)  COMP
 MD1225  MODELED GRAV-     980,199.0   (mgal)                       NAVD 88
 MD1225
 MD1225  VERT ORDER  -  SECOND    CLASS 0
 MD1225
 MD1225.The horizontal coordinates were scaled from a topographic map and have
 MD1225.an estimated accuracy of +/- 6 seconds.
 MD1225
 MD1225.The orthometric height was determined by differential leveling
 MD1225.and adjusted by the National Geodetic Survey in June 1991..
 MD1225
 MD1225.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1225.See file dsdata.txt to determine how the superseded data were derived.
 MD1225
 MD1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL077737(NAD 83)
 MD1225_MARKER: DB = BENCH MARK DISK
 MD1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1225_STAMPING: M 158 1946
 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 = OCTOBER  6, 2006
 MD1140 ***********************************************************************
 MD1140  DESIGNATION -  M 159
 MD1140  PID         -  MD1140
 MD1140  STATE/COUNTY-  IN/KOSCIUSKO
 MD1140  USGS QUAD   -  LAKE WAWASEE (1994)
 MD1140
 MD1140                         *CURRENT SURVEY CONTROL
 MD1140  ___________________________________________________________________
 MD1140* NAD 83(1986)-  41 25 12.     (N)    085 43 35.     (W)     SCALED    
 MD1140* NAVD 88     -       263.819  (meters)     865.55   (feet)  ADJUSTED  
 MD1140  ___________________________________________________________________
 MD1140  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MD1140  DYNAMIC HT  -         263.710 (meters)     865.19  (feet)  COMP
 MD1140  MODELED GRAV-     980,205.7   (mgal)                       NAVD 88
 MD1140
 MD1140  VERT ORDER  -  SECOND    CLASS 0
 MD1140
 MD1140.The horizontal coordinates were scaled from a topographic map and have
 MD1140.an estimated accuracy of +/- 6 seconds.
 MD1140
 MD1140.The orthometric height was determined by differential leveling
 MD1140.and adjusted by the National Geodetic Survey in June 1991..
 MD1140
 MD1140.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1140.See file dsdata.txt to determine how the superseded data were derived.
 MD1140
 MD1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL064861(NAD 83)
 MD1140_MARKER: DB = BENCH MARK DISK
 MD1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1140_STAMPING: M 159 1946
 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 = OCTOBER  6, 2006
 LB1246 ***********************************************************************
 LB1246  DESIGNATION -  M 16
 LB1246  PID         -  LB1246
 LB1246  STATE/COUNTY-  IN/BENTON
 LB1246  USGS QUAD   -  EARL PARK (1979)
 LB1246
 LB1246                         *CURRENT SURVEY CONTROL
 LB1246  ___________________________________________________________________
 LB1246* NAD 83(1986)-  40 42 17.     (N)    087 26 54.     (W)     SCALED    
 LB1246* NAVD 88     -       232.376  (meters)     762.39   (feet)  ADJUSTED  
 LB1246  ___________________________________________________________________
 LB1246  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 LB1246  DYNAMIC HT  -         232.268 (meters)     762.03  (feet)  COMP
 LB1246  MODELED GRAV-     980,154.7   (mgal)                       NAVD 88
 LB1246
 LB1246  VERT ORDER  -  FIRST     CLASS II
 LB1246
 LB1246.The horizontal coordinates were scaled from a topographic map and have
 LB1246.an estimated accuracy of +/- 6 seconds.
 LB1246
 LB1246.The orthometric height was determined by differential leveling
 LB1246.and adjusted by the National Geodetic Survey in June 1991..
 LB1246
 LB1246.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1246.See file dsdata.txt to determine how the superseded data were derived.
 LB1246
 LB1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL621060(NAD 83)
 LB1246_MARKER: DB = BENCH MARK DISK
 LB1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1246_STAMPING: M 16 1934
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1348 ***********************************************************************
 MD1348  DESIGNATION -  M 160
 MD1348  PID         -  MD1348
 MD1348  STATE/COUNTY-  IN/ELKHART
 MD1348  USGS QUAD   -  GOSHEN (1994)
 MD1348
 MD1348                         *CURRENT SURVEY CONTROL
 MD1348  ___________________________________________________________________
 MD1348* NAD 83(1986)-  41 34 28.     (N)    085 49 30.     (W)     SCALED    
 MD1348* NAVD 88     -       244.316  (meters)     801.56   (feet)  ADJUSTED  
 MD1348  ___________________________________________________________________
 MD1348  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MD1348  DYNAMIC HT  -         244.220 (meters)     801.25  (feet)  COMP
 MD1348  MODELED GRAV-     980,223.4   (mgal)                       NAVD 88
 MD1348
 MD1348  VERT ORDER  -  FIRST     CLASS II
 MD1348
 MD1348.The horizontal coordinates were scaled from a topographic map and have
 MD1348.an estimated accuracy of +/- 6 seconds.
 MD1348
 MD1348.The orthometric height was determined by differential leveling
 MD1348.and adjusted by the National Geodetic Survey in June 1991..
 MD1348
 MD1348.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1348.See file dsdata.txt to determine how the superseded data were derived.
 MD1348
 MD1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM979031(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0743 ***********************************************************************
 MD0743  DESIGNATION -  M 161
 MD0743  PID         -  MD0743
 MD0743  STATE/COUNTY-  IN/NOBLE
 MD0743  USGS QUAD   -  ALBION (1973)
 MD0743
 MD0743                         *CURRENT SURVEY CONTROL
 MD0743  ___________________________________________________________________
 MD0743* NAD 83(1986)-  41 27 12.     (N)    085 25 40.     (W)     SCALED    
 MD0743* NAVD 88     -       289.030  (meters)     948.26   (feet)  ADJUSTED  
 MD0743  ___________________________________________________________________
 MD0743  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 MD0743  DYNAMIC HT  -         288.912 (meters)     947.87  (feet)  COMP
 MD0743  MODELED GRAV-     980,206.0   (mgal)                       NAVD 88
 MD0743
 MD0743  VERT ORDER  -  SECOND    CLASS 0
 MD0743
 MD0743.The horizontal coordinates were scaled from a topographic map and have
 MD0743.an estimated accuracy of +/- 6 seconds.
 MD0743
 MD0743.The orthometric height was determined by differential leveling
 MD0743.and adjusted by the National Geodetic Survey in June 1991..
 MD0743
 MD0743.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0743.See file dsdata.txt to determine how the superseded data were derived.
 MD0743
 MD0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL313902(NAD 83)
 MD0743_MARKER: DB = BENCH MARK DISK
 MD0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0743_STAMPING: M 161 1946
 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             NGS
 MD0743
 MD0743                          STATION DESCRIPTION
 MD0743
 MD0743'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1422 ***********************************************************************
 MD1422  DESIGNATION -  M 162
 MD1422  PID         -  MD1422
 MD1422  STATE/COUNTY-  IN/DE KALB
 MD1422  USGS QUAD   -  WATERLOO (1979)
 MD1422
 MD1422                         *CURRENT SURVEY CONTROL
 MD1422  ___________________________________________________________________
 MD1422* NAD 83(1997)-  41 22 53.69738(N)    085 03 43.55148(W)     ADJUSTED  
 MD1422* NAVD 88     -       270.058  (meters)     886.02   (feet)  ADJUSTED  
 MD1422  ___________________________________________________________________
 MD1422  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 MD1422  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 MD1422  DYNAMIC HT  -         269.950 (meters)     885.66  (feet)  COMP
 MD1422  MODELED GRAV-     980,216.0   (mgal)                       NAVD 88
 MD1422
 MD1422  HORZ ORDER  -  SECOND
 MD1422  VERT ORDER  -  SECOND    CLASS 0
 MD1422
 MD1422.The horizontal coordinates were established by classical geodetic methods
 MD1422.and adjusted by the National Geodetic Survey in May 1999..
 MD1422
 MD1422.The orthometric height was determined by differential leveling
 MD1422.and adjusted by the National Geodetic Survey in June 1991..
 MD1422
 MD1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1422
 MD1422.The geoid height was determined by GEOID03.
 MD1422
 MD1422.The dynamic height is computed by dividing the NAVD 88
 MD1422.geopotential number by the normal gravity value computed on the
 MD1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1422.degrees latitude (g = 980.6199 gals.).
 MD1422
 MD1422.The modeled gravity was interpolated from observed gravity values.
 MD1422
 MD1422;                    North         East     Units Scale Factor Converg.
 MD1422;SPC IN E     -   681,110.807   150,569.479   MT  0.99999813   +0 23 58.8
 MD1422;SPC IN E     - 2,234,611.04    493,993.37   sFT  0.99999813   +0 23 58.8
 MD1422;UTM  16      - 4,582,929.685   662,040.943   MT  0.99992315   +1 16 52.9
 MD1422
 MD1422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1422!SPC IN E     -   0.99996285  x   0.99999813  =   0.99996098
 MD1422!UTM  16      -   0.99996285  x   0.99992315  =   0.99988600
 MD1422
 MD1422                          SUPERSEDED SURVEY CONTROL
 MD1422
 MD1422  NAD 83(1995)-  41 22 53.69765(N)    085 03 43.55442(W) AD(       ) 2
 MD1422  NAD 83(1986)-  41 22 53.69830(N)    085 03 43.56502(W) AD(       ) 2
 MD1422  NAD 27      -  41 22 53.52000(N)    085 03 43.67940(W) AD(       ) 2
 MD1422  NGVD 29 (??/??/92)  270.21   (m)          886.5    (f) COMPUTED    2 0
 MD1422
 MD1422.Superseded values are not recommended for survey control.
 MD1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1422.See file dsdata.txt to determine how the superseded data were derived.
 MD1422
 MD1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6204182930(NAD 83)
 MD1422_MARKER: Z = SEE DESCRIPTION
 MD1422_SETTING: 0 = UNSPECIFIED SETTING
 MD1422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1422
 MD1422  HISTORY     - Date     Condition        Report By
 MD1422  HISTORY     - 1947     MONUMENTED       CGS
 MD1422  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MD1422
 MD1422                          STATION DESCRIPTION
 MD1422
 MD1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1422'THIS IS A TRAVERSE STATION.
 MD1422'
 MD1422'STATION IS LOCATED IN THE NORTH END OF AUBURN ON THE AUBURN AIRPORT.
 MD1422'IT IS 22 FEET NORTH OF
 MD1422'THE AIRPORT ENTRANCE GATE, 27 FEET EAST OF THE CENTER OF THE ROAD AND
 MD1422'2 FEET EAST OF A FENCE.  THE MARK IS
 MD1422'A 12 BY 12 INCH CONCRETE POST PROJECTING ABOUT 4 INCHES
 MD1422'WITH A STANDARD USC AND GS BM DISK STAMPED M 162
 MD1422'1946.  A TRAVERSE CONNECTION WAS MADE FROM
 MD1422'TRIANGULATION STATION AUBURN AND THE DISTANCE WAS FOUND TO BE
 MD1422'544.28 FEET (165.896 METERS).
 MD1422'
 MD1422'TO REACH THE STATION FROM THE COURTHOUSE IN AUBURN GO WEST ON WEST
 MD1422'SEVENTH STREET FOR 0.35 MILE TO
 MD1422'NORTH INDIANA STREET, TURN RIGHT ON NORTH INDIANA STREET AND GO ONE
 MD1422'MILE TO THE ENTRANCE TO THE AIRPORT
 MD1422'AND STATION AS DESCRIBED.
 MD1422
 MD1422                          STATION RECOVERY (1963)
 MD1422
 MD1422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1422'IN THE COURSE OF RECOVERING BENCH MARK, THE SUBJECT MARK WAS FOUND
 MD1422'DESTROYED AND THE DISK WAS
 MD1422'RECLAIMED BY THE UNDERSIGNED ON 26 SEPTEMBER 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0880 ***********************************************************************
 MD0880  DESIGNATION -  M 163
 MD0880  PID         -  MD0880
 MD0880  STATE/COUNTY-  IN/NOBLE
 MD0880  USGS QUAD   -  EGE (1965)
 MD0880
 MD0880                         *CURRENT SURVEY CONTROL
 MD0880  ___________________________________________________________________
 MD0880* NAD 83(1986)-  41 21 59.     (N)    085 21 01.     (W)     SCALED    
 MD0880* NAVD 88     -       297.686  (meters)     976.66   (feet)  ADJUSTED  
 MD0880  ___________________________________________________________________
 MD0880  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 MD0880  DYNAMIC HT  -         297.567 (meters)     976.27  (feet)  COMP
 MD0880  MODELED GRAV-     980,215.8   (mgal)                       NAVD 88
 MD0880
 MD0880  VERT ORDER  -  SECOND    CLASS 0
 MD0880
 MD0880.The horizontal coordinates were scaled from a topographic map and have
 MD0880.an estimated accuracy of +/- 6 seconds.
 MD0880
 MD0880.The orthometric height was determined by differential leveling
 MD0880.and adjusted by the National Geodetic Survey in June 1991..
 MD0880
 MD0880.The geoid height was determined by GEOID03.
 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     -   679,300.      126,470.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0880.See file dsdata.txt to determine how the superseded data were derived.
 MD0880
 MD0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL379807(NAD 83)
 MD0880_MARKER: DB = BENCH MARK DISK
 MD0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0880_STAMPING: M 163 1946
 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             NGS
 MD0880
 MD0880                          STATION DESCRIPTION
 MD0880
 MD0880'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1233 ***********************************************************************
 MD1233  DESIGNATION -  M 164
 MD1233  PID         -  MD1233
 MD1233  STATE/COUNTY-  IN/NOBLE
 MD1233  USGS QUAD   -  ORMAS (1965)
 MD1233
 MD1233                         *CURRENT SURVEY CONTROL
 MD1233  ___________________________________________________________________
 MD1233* NAD 83(1986)-  41 18 09.     (N)    085 32 08.     (W)     SCALED    
 MD1233* NAVD 88     -       281.235  (meters)     922.69   (feet)  ADJUSTED  
 MD1233  ___________________________________________________________________
 MD1233  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 MD1233  DYNAMIC HT  -         281.120 (meters)     922.31  (feet)  COMP
 MD1233  MODELED GRAV-     980,208.4   (mgal)                       NAVD 88
 MD1233
 MD1233  VERT ORDER  -  SECOND    CLASS 0
 MD1233
 MD1233.The horizontal coordinates were scaled from a topographic map and have
 MD1233.an estimated accuracy of +/- 6 seconds.
 MD1233
 MD1233.The orthometric height was determined by differential leveling
 MD1233.and adjusted by the National Geodetic Survey in June 1991..
 MD1233
 MD1233.The geoid height was determined by GEOID03.
 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     -   672,160.      110,980.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1233.See file dsdata.txt to determine how the superseded data were derived.
 MD1233
 MD1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL225733(NAD 83)
 MD1233_MARKER: DB = BENCH MARK DISK
 MD1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1233_STAMPING: M 164 1946
 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             NGS
 MD1233
 MD1233                          STATION DESCRIPTION
 MD1233
 MD1233'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1159 ***********************************************************************
 MD1159  DESIGNATION -  M 165
 MD1159  PID         -  MD1159
 MD1159  STATE/COUNTY-  IN/WHITLEY
 MD1159  USGS QUAD   -  ORMAS (1965)
 MD1159
 MD1159                         *CURRENT SURVEY CONTROL
 MD1159  ___________________________________________________________________
 MD1159* NAD 83(1986)-  41 17 21.     (N)    085 34 30.     (W)     SCALED    
 MD1159* NAVD 88     -       280.415  (meters)     919.99   (feet)  ADJUSTED  
 MD1159  ___________________________________________________________________
 MD1159  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 MD1159  DYNAMIC HT  -         280.300 (meters)     919.62  (feet)  COMP
 MD1159  MODELED GRAV-     980,206.2   (mgal)                       NAVD 88
 MD1159
 MD1159  VERT ORDER  -  SECOND    CLASS 0
 MD1159
 MD1159.The horizontal coordinates were scaled from a topographic map and have
 MD1159.an estimated accuracy of +/- 6 seconds.
 MD1159
 MD1159.The orthometric height was determined by differential leveling
 MD1159.and adjusted by the National Geodetic Survey in June 1991..
 MD1159
 MD1159.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1159.See file dsdata.txt to determine how the superseded data were derived.
 MD1159
 MD1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL193718(NAD 83)
 MD1159_MARKER: DB = BENCH MARK DISK
 MD1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1159_STAMPING: M 165 1946
 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             NGS
 MD1159
 MD1159                          STATION DESCRIPTION
 MD1159
 MD1159'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0061 ***********************************************************************
 ME0061  DESIGNATION -  M 166
 ME0061  PID         -  ME0061
 ME0061  STATE/COUNTY-  IN/ST JOSEPH
 ME0061  USGS QUAD   -  NORTH LIBERTY (1980)
 ME0061
 ME0061                         *CURRENT SURVEY CONTROL
 ME0061  ___________________________________________________________________
 ME0061* NAD 83(1986)-  41 32 03.     (N)    086 23 21.     (W)     SCALED    
 ME0061* NAVD 88     -       232.266  (meters)     762.03   (feet)  ADJUSTED  
 ME0061  ___________________________________________________________________
 ME0061  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0061  DYNAMIC HT  -         232.173 (meters)     761.72  (feet)  COMP
 ME0061  MODELED GRAV-     980,217.7   (mgal)                       NAVD 88
 ME0061
 ME0061  VERT ORDER  -  SECOND    CLASS 0
 ME0061
 ME0061.The horizontal coordinates were scaled from a topographic map and have
 ME0061.an estimated accuracy of +/- 6 seconds.
 ME0061
 ME0061.The orthometric height was determined by differential leveling
 ME0061.and adjusted by the National Geodetic Survey in June 1991..
 ME0061
 ME0061.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0061.See file dsdata.txt to determine how the superseded data were derived.
 ME0061
 ME0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL509982(NAD 83)
 ME0061_MARKER: DB = BENCH MARK DISK
 ME0061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0061_SP_SET: BUILDING
 ME0061_STAMPING: M 166 1946
 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 = OCTOBER  6, 2006
 ME0882 ***********************************************************************
 ME0882  DESIGNATION -  M 167
 ME0882  PID         -  ME0882
 ME0882  STATE/COUNTY-  IN/LA PORTE
 ME0882  USGS QUAD   -  NEW CARLISLE (1980)
 ME0882
 ME0882                         *CURRENT SURVEY CONTROL
 ME0882  ___________________________________________________________________
 ME0882* NAD 83(1986)-  41 38 52.     (N)    086 30 25.     (W)     SCALED    
 ME0882* NAVD 88     -       227.225  (meters)     745.49   (feet)  ADJUSTED  
 ME0882  ___________________________________________________________________
 ME0882  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 ME0882  DYNAMIC HT  -         227.137 (meters)     745.20  (feet)  COMP
 ME0882  MODELED GRAV-     980,228.7   (mgal)                       NAVD 88
 ME0882
 ME0882  VERT ORDER  -  SECOND    CLASS 0
 ME0882
 ME0882.The horizontal coordinates were scaled from a topographic map and have
 ME0882.an estimated accuracy of +/- 6 seconds.
 ME0882
 ME0882.The orthometric height was determined by differential leveling
 ME0882.and adjusted by the National Geodetic Survey in June 1991..
 ME0882
 ME0882.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0882.See file dsdata.txt to determine how the superseded data were derived.
 ME0882
 ME0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM410107(NAD 83)
 ME0882_MARKER: DB = BENCH MARK DISK
 ME0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0882_STAMPING: M 167 1946
 ME0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0882+STABILITY: SURFACE MOTION
 ME0882
 ME0882  HISTORY     - Date     Condition        Report By
 ME0882  HISTORY     - 1946     MONUMENTED       CGS
 ME0882  HISTORY     - 1988     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0001 ***********************************************************************
 ME0001  DESIGNATION -  M 168
 ME0001  PID         -  ME0001
 ME0001  STATE/COUNTY-  IN/ST JOSEPH
 ME0001  USGS QUAD   -  WYATT (1992)
 ME0001
 ME0001                         *CURRENT SURVEY CONTROL
 ME0001  ___________________________________________________________________
 ME0001* NAD 83(1986)-  41 32 07.     (N)    086 10 12.     (W)     SCALED    
 ME0001* NAVD 88     -       256.471  (meters)     841.44   (feet)  ADJUSTED  
 ME0001  ___________________________________________________________________
 ME0001  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 ME0001  DYNAMIC HT  -         256.366 (meters)     841.09  (feet)  COMP
 ME0001  MODELED GRAV-     980,204.1   (mgal)                       NAVD 88
 ME0001
 ME0001  VERT ORDER  -  SECOND    CLASS 0
 ME0001
 ME0001.The horizontal coordinates were scaled from a topographic map and have
 ME0001.an estimated accuracy of +/- 6 seconds.
 ME0001
 ME0001.The orthometric height was determined by differential leveling
 ME0001.and adjusted by the National Geodetic Survey in June 1991..
 ME0001
 ME0001.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0001.See file dsdata.txt to determine how the superseded data were derived.
 ME0001
 ME0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL692985(NAD 83)
 ME0001_MARKER: DB = BENCH MARK DISK
 ME0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0001_STAMPING: M 168 1946
 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 = OCTOBER  6, 2006
 ME0174 ***********************************************************************
 ME0174  DESIGNATION -  M 169
 ME0174  PID         -  ME0174
 ME0174  STATE/COUNTY-  IN/MARSHALL
 ME0174  USGS QUAD   -  LA PAZ (1972)
 ME0174
 ME0174                         *CURRENT SURVEY CONTROL
 ME0174  ___________________________________________________________________
 ME0174* NAD 83(1986)-  41 24 45.     (N)    086 16 17.     (W)     SCALED    
 ME0174* NAVD 88     -       256.900  (meters)     842.85   (feet)  ADJUSTED  
 ME0174  ___________________________________________________________________
 ME0174  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 ME0174  DYNAMIC HT  -         256.793 (meters)     842.50  (feet)  COMP
 ME0174  MODELED GRAV-     980,201.5   (mgal)                       NAVD 88
 ME0174
 ME0174  VERT ORDER  -  SECOND    CLASS 0
 ME0174
 ME0174.The horizontal coordinates were scaled from a topographic map and have
 ME0174.an estimated accuracy of +/- 6 seconds.
 ME0174
 ME0174.The orthometric height was determined by differential leveling
 ME0174.and adjusted by the National Geodetic Survey in June 1991..
 ME0174
 ME0174.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0174.See file dsdata.txt to determine how the superseded data were derived.
 ME0174
 ME0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL608848(NAD 83)
 ME0174_MARKER: DB = BENCH MARK DISK
 ME0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0174_STAMPING: M 169 1946
 ME0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0174+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1154 ***********************************************************************
 ME1154  DESIGNATION -  M 17
 ME1154  PID         -  ME1154
 ME1154  STATE/COUNTY-  IN/LAKE
 ME1154  USGS QUAD   -  LOWELL (1992)
 ME1154
 ME1154                         *CURRENT SURVEY CONTROL
 ME1154  ___________________________________________________________________
 ME1154* NAD 83(1986)-  41 20 02.     (N)    087 27 30.     (W)     SCALED    
 ME1154* NAVD 88     -       227.558  (meters)     746.58   (feet)  ADJUSTED  
 ME1154  ___________________________________________________________________
 ME1154  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 ME1154  DYNAMIC HT  -         227.465 (meters)     746.27  (feet)  COMP
 ME1154  MODELED GRAV-     980,209.5   (mgal)                       NAVD 88
 ME1154
 ME1154  VERT ORDER  -  FIRST     CLASS II
 ME1154
 ME1154.The horizontal coordinates were scaled from a topographic map and have
 ME1154.an estimated accuracy of +/- 6 seconds.
 ME1154
 ME1154.The orthometric height was determined by differential leveling
 ME1154.and adjusted by the National Geodetic Survey in June 1991..
 ME1154
 ME1154.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1154.See file dsdata.txt to determine how the superseded data were derived.
 ME1154
 ME1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL616759(NAD 83)
 ME1154_MARKER: DB = BENCH MARK DISK
 ME1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1154_STAMPING: M 17 1934
 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 = OCTOBER  6, 2006
 ME1155 ***********************************************************************
 ME1155  DESIGNATION -  M 17 RESET
 ME1155  PID         -  ME1155
 ME1155  STATE/COUNTY-  IN/LAKE
 ME1155  USGS QUAD   -  LOWELL (1992)
 ME1155
 ME1155                         *CURRENT SURVEY CONTROL
 ME1155  ___________________________________________________________________
 ME1155* NAD 83(1986)-  41 20 02.     (N)    087 27 29.     (W)     SCALED    
 ME1155* NAVD 88     -       227.815  (meters)     747.42   (feet)  ADJUSTED  
 ME1155  ___________________________________________________________________
 ME1155  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 ME1155  DYNAMIC HT  -         227.722 (meters)     747.12  (feet)  COMP
 ME1155  MODELED GRAV-     980,209.4   (mgal)                       NAVD 88
 ME1155
 ME1155  VERT ORDER  -  SECOND    CLASS 0
 ME1155
 ME1155.The horizontal coordinates were scaled from a topographic map and have
 ME1155.an estimated accuracy of +/- 6 seconds.
 ME1155
 ME1155.The orthometric height was determined by differential leveling
 ME1155.and adjusted by the National Geodetic Survey in June 1991..
 ME1155
 ME1155.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1155.See file dsdata.txt to determine how the superseded data were derived.
 ME1155
 ME1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL616759(NAD 83)
 ME1155_MARKER: DB = BENCH MARK DISK
 ME1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1155_SP_SET: 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       RBNF
 ME1155  HISTORY     - 1946     GOOD             NGS
 ME1155  HISTORY     - 19900629 MARK NOT FOUND   USGS
 ME1155  HISTORY     - 20000118 MARK NOT FOUND   PATRIC
 ME1155
 ME1155                          STATION DESCRIPTION
 ME1155
 ME1155'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0135 ***********************************************************************
 ME0135  DESIGNATION -  M 170
 ME0135  PID         -  ME0135
 ME0135  STATE/COUNTY-  IN/ELKHART
 ME0135  USGS QUAD   -  WAKARUSA (1994)
 ME0135
 ME0135                         *CURRENT SURVEY CONTROL
 ME0135  ___________________________________________________________________
 ME0135* NAD 83(1986)-  41 34 00.     (N)    086 00 05.     (W)     SCALED    
 ME0135* NAVD 88     -       249.786  (meters)     819.51   (feet)  ADJUSTED  
 ME0135  ___________________________________________________________________
 ME0135  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 ME0135  DYNAMIC HT  -         249.684 (meters)     819.17  (feet)  COMP
 ME0135  MODELED GRAV-     980,210.3   (mgal)                       NAVD 88
 ME0135
 ME0135  VERT ORDER  -  SECOND    CLASS 0
 ME0135
 ME0135.The horizontal coordinates were scaled from a topographic map and have
 ME0135.an estimated accuracy of +/- 6 seconds.
 ME0135
 ME0135.The orthometric height was determined by differential leveling
 ME0135.and adjusted by the National Geodetic Survey in June 1991..
 ME0135
 ME0135.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0135.See file dsdata.txt to determine how the superseded data were derived.
 ME0135
 ME0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM832021(NAD 83)
 ME0135_MARKER: DB = BENCH MARK DISK
 ME0135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0135_SP_SET: CULVERT
 ME0135_STAMPING: M-170 1946
 ME0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0135
 ME0135  HISTORY     - Date     Condition        Report By
 ME0135  HISTORY     - 1946     MONUMENTED       CGS
 ME0135  HISTORY     - 1968     GOOD             NGS
 ME0135  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 ME0135
 ME0135                          STATION DESCRIPTION
 ME0135
 ME0135'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0413 ***********************************************************************
 ME0413  DESIGNATION -  M 171
 ME0413  PID         -  ME0413
 ME0413  STATE/COUNTY-  IN/ELKHART
 ME0413  USGS QUAD   -  NAPPANEE WEST (1991)
 ME0413
 ME0413                         *CURRENT SURVEY CONTROL
 ME0413  ___________________________________________________________________
 ME0413* NAD 83(1986)-  41 26 35.     (N)    086 00 02.     (W)     SCALED    
 ME0413* NAVD 88     -       266.415  (meters)     874.06   (feet)  ADJUSTED  
 ME0413  ___________________________________________________________________
 ME0413  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME0413  DYNAMIC HT  -         266.306 (meters)     873.71  (feet)  COMP
 ME0413  MODELED GRAV-     980,209.2   (mgal)                       NAVD 88
 ME0413
 ME0413  VERT ORDER  -  SECOND    CLASS 0
 ME0413
 ME0413.The horizontal coordinates were scaled from a topographic map and have
 ME0413.an estimated accuracy of +/- 6 seconds.
 ME0413
 ME0413.The orthometric height was determined by differential leveling
 ME0413.and adjusted by the National Geodetic Survey in June 1991..
 ME0413
 ME0413.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0413.See file dsdata.txt to determine how the superseded data were derived.
 ME0413
 ME0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL834884(NAD 83)
 ME0413_MARKER: DB = BENCH MARK DISK
 ME0413_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0413_SP_SET: BUILDING
 ME0413_STAMPING: M 171 1946
 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 = OCTOBER  6, 2006
 MD1195 ***********************************************************************
 MD1195  DESIGNATION -  M 172
 MD1195  PID         -  MD1195
 MD1195  STATE/COUNTY-  IN/ELKHART
 MD1195  USGS QUAD   -  MILFORD (1994)
 MD1195
 MD1195                         *CURRENT SURVEY CONTROL
 MD1195  ___________________________________________________________________
 MD1195* NAD 83(1986)-  41 29 35.     (N)    085 51 57.     (W)     SCALED    
 MD1195* NAVD 88     -       253.115  (meters)     830.43   (feet)  ADJUSTED  
 MD1195  ___________________________________________________________________
 MD1195  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MD1195  DYNAMIC HT  -         253.015 (meters)     830.10  (feet)  COMP
 MD1195  MODELED GRAV-     980,219.4   (mgal)                       NAVD 88
 MD1195
 MD1195  VERT ORDER  -  SECOND    CLASS 0
 MD1195
 MD1195.The horizontal coordinates were scaled from a topographic map and have
 MD1195.an estimated accuracy of +/- 6 seconds.
 MD1195
 MD1195.The orthometric height was determined by differential leveling
 MD1195.and adjusted by the National Geodetic Survey in June 1991..
 MD1195
 MD1195.The geoid height was determined by GEOID03.
 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     -   693,330.       83,370.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1195.See file dsdata.txt to determine how the superseded data were derived.
 MD1195
 MD1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL946941(NAD 83)
 MD1195_MARKER: DB = BENCH MARK DISK
 MD1195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1195_SP_SET: CULVERT
 MD1195_STAMPING: M 172 1946
 MD1195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1850 ***********************************************************************
 LA1850  DESIGNATION -  M 173
 LA1850  PID         -  LA1850
 LA1850  STATE/COUNTY-  IN/GRANT
 LA1850  USGS QUAD   -  SWEETSER (1992)
 LA1850
 LA1850                         *CURRENT SURVEY CONTROL
 LA1850  ___________________________________________________________________
 LA1850* NAD 83(1986)-  40 35 41.     (N)    085 49 33.     (W)     SCALED    
 LA1850* NAVD 88     -       253.090  (meters)     830.35   (feet)  ADJUSTED  
 LA1850  ___________________________________________________________________
 LA1850  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LA1850  DYNAMIC HT  -         252.962 (meters)     829.93  (feet)  COMP
 LA1850  MODELED GRAV-     980,113.2   (mgal)                       NAVD 88
 LA1850
 LA1850  VERT ORDER  -  SECOND    CLASS 0
 LA1850
 LA1850.The horizontal coordinates were scaled from a topographic map and have
 LA1850.an estimated accuracy of +/- 6 seconds.
 LA1850
 LA1850.The orthometric height was determined by differential leveling
 LA1850.and adjusted by the National Geodetic Survey in June 1991..
 LA1850
 LA1850.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1850.See file dsdata.txt to determine how the superseded data were derived.
 LA1850
 LA1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK993944(NAD 83)
 LA1850_MARKER: DB = BENCH MARK DISK
 LA1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1850_STAMPING: M 173 1946
 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 = OCTOBER  6, 2006
 LA1612 ***********************************************************************
 LA1612  DESIGNATION -  M 174
 LA1612  PID         -  LA1612
 LA1612  STATE/COUNTY-  IN/GRANT
 LA1612  USGS QUAD   -  MARION (1992)
 LA1612
 LA1612                         *CURRENT SURVEY CONTROL
 LA1612  ___________________________________________________________________
 LA1612* NAD 83(1986)-  40 35 05.     (N)    085 39 32.     (W)     SCALED    
 LA1612* NAVD 88     -       242.037  (meters)     794.08   (feet)  ADJUSTED  
 LA1612  ___________________________________________________________________
 LA1612  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 LA1612  DYNAMIC HT  -         241.915 (meters)     793.68  (feet)  COMP
 LA1612  MODELED GRAV-     980,114.3   (mgal)                       NAVD 88
 LA1612
 LA1612  VERT ORDER  -  FIRST     CLASS II
 LA1612
 LA1612.The horizontal coordinates were scaled from a topographic map and have
 LA1612.an estimated accuracy of +/- 6 seconds.
 LA1612
 LA1612.The orthometric height was determined by differential leveling
 LA1612.and adjusted by the National Geodetic Survey in June 1991..
 LA1612
 LA1612.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1612.See file dsdata.txt to determine how the superseded data were derived.
 LA1612
 LA1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK134935(NAD 83)
 LA1612_MARKER: DB = BENCH MARK DISK
 LA1612_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1612_SP_SET: CULVERT
 LA1612_STAMPING: M 174 1946
 LA1612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1612
 LA1612  HISTORY     - Date     Condition        Report By
 LA1612  HISTORY     - 1946     MONUMENTED       CGS
 LA1612  HISTORY     - 1962     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1962
 LA1612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0220 ***********************************************************************
 LB0220  DESIGNATION -  M 175
 LB0220  PID         -  LB0220
 LB0220  STATE/COUNTY-  IN/MIAMI
 LB0220  USGS QUAD   -  BUNKER HILL (1994)
 LB0220
 LB0220                         *CURRENT SURVEY CONTROL
 LB0220  ___________________________________________________________________
 LB0220* NAD 83(1986)-  40 44 55.     (N)    086 05 37.     (W)     SCALED    
 LB0220* NAVD 88     -       199.266  (meters)     653.76   (feet)  ADJUSTED  
 LB0220  ___________________________________________________________________
 LB0220  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 LB0220  DYNAMIC HT  -         199.170 (meters)     653.44  (feet)  COMP
 LB0220  MODELED GRAV-     980,139.2   (mgal)                       NAVD 88
 LB0220
 LB0220  VERT ORDER  -  SECOND    CLASS 0
 LB0220
 LB0220.The horizontal coordinates were scaled from a topographic map and have
 LB0220.an estimated accuracy of +/- 6 seconds.
 LB0220
 LB0220.The orthometric height was determined by differential leveling
 LB0220.and adjusted by the National Geodetic Survey in June 1991..
 LB0220
 LB0220.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0220.See file dsdata.txt to determine how the superseded data were derived.
 LB0220
 LB0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL765112(NAD 83)
 LB0220_MARKER: DB = BENCH MARK DISK
 LB0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0220_SP_SET: SEMAPHORE BASE
 LB0220_STAMPING: M 175 1946
 LB0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME0361 ***********************************************************************
 ME0361  DESIGNATION -  M 176
 ME0361  PID         -  ME0361
 ME0361  STATE/COUNTY-  IN/MARSHALL
 ME0361  USGS QUAD   -  RUTLAND (1980)
 ME0361
 ME0361                         *CURRENT SURVEY CONTROL
 ME0361  ___________________________________________________________________
 ME0361* NAD 83(1986)-  41 10 19.     (N)    086 21 52.     (W)     SCALED    
 ME0361* NAVD 88     -       239.400  (meters)     785.43   (feet)  ADJUSTED  
 ME0361  ___________________________________________________________________
 ME0361  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME0361  DYNAMIC HT  -         239.300 (meters)     785.10  (feet)  COMP
 ME0361  MODELED GRAV-     980,203.3   (mgal)                       NAVD 88
 ME0361
 ME0361  VERT ORDER  -  SECOND    CLASS 0
 ME0361
 ME0361.The horizontal coordinates were scaled from a topographic map and have
 ME0361.an estimated accuracy of +/- 6 seconds.
 ME0361
 ME0361.The orthometric height was determined by differential leveling
 ME0361.and adjusted by the National Geodetic Survey in June 1991..
 ME0361
 ME0361.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0361.See file dsdata.txt to determine how the superseded data were derived.
 ME0361
 ME0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL533580(NAD 83)
 ME0361_MARKER: DB = BENCH MARK DISK
 ME0361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0361_SP_SET: CULVERT
 ME0361_STAMPING: M 176 1946
 ME0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME0441 ***********************************************************************
 ME0441  DESIGNATION -  M 177
 ME0441  PID         -  ME0441
 ME0441  STATE/COUNTY-  IN/FULTON
 ME0441  USGS QUAD   -  AKRON (1994)
 ME0441
 ME0441                         *CURRENT SURVEY CONTROL
 ME0441  ___________________________________________________________________
 ME0441* NAD 83(1986)-  41 02 22.     (N)    086 01 40.     (W)     SCALED    
 ME0441* NAVD 88     -       261.779  (meters)     858.85   (feet)  ADJUSTED  
 ME0441  ___________________________________________________________________
 ME0441  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME0441  DYNAMIC HT  -         261.662 (meters)     858.47  (feet)  COMP
 ME0441  MODELED GRAV-     980,169.2   (mgal)                       NAVD 88
 ME0441
 ME0441  VERT ORDER  -  SECOND    CLASS 0
 ME0441
 ME0441.The horizontal coordinates were scaled from a topographic map and have
 ME0441.an estimated accuracy of +/- 6 seconds.
 ME0441
 ME0441.The orthometric height was determined by differential leveling
 ME0441.and adjusted by the National Geodetic Survey in June 1991..
 ME0441
 ME0441.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0441.See file dsdata.txt to determine how the superseded data were derived.
 ME0441
 ME0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL817435(NAD 83)
 ME0441_MARKER: DB = BENCH MARK DISK
 ME0441_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0441_SP_SET: BUILDING
 ME0441_STAMPING: M 177 1946
 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 = OCTOBER  6, 2006
 LA1681 ***********************************************************************
 LA1681  CBN         -  This is a Cooperative Base Network Control Station.
 LA1681  DESIGNATION -  M 178
 LA1681  PID         -  LA1681
 LA1681  STATE/COUNTY-  IN/WABASH
 LA1681  USGS QUAD   -  ROANN (1994)
 LA1681
 LA1681                         *CURRENT SURVEY CONTROL
 LA1681  ___________________________________________________________________
 LA1681* NAD 83(1997)-  40 54 47.45700(N)    085 53 22.87182(W)     ADJUSTED  
 LA1681* NAVD 88     -       233.982  (meters)     767.66   (feet)  ADJUSTED  
 LA1681  ___________________________________________________________________
 LA1681  X           -     345,989.243 (meters)                     COMP
 LA1681  Y           -  -4,814,646.190 (meters)                     COMP
 LA1681  Z           -   4,155,272.936 (meters)                     COMP
 LA1681  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 LA1681  ELLIP HEIGHT-         199.94  (meters)          (04/10/98) GPS OBS
 LA1681  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 LA1681  DYNAMIC HT  -         233.873 (meters)     767.30  (feet)  COMP
 LA1681  MODELED GRAV-     980,152.9   (mgal)                       NAVD 88
 LA1681
 LA1681  HORZ ORDER  -  B
 LA1681  VERT ORDER  -  SECOND    CLASS 0
 LA1681  ELLP ORDER  -  FOURTH    CLASS I
 LA1681
 LA1681.The horizontal coordinates were established by GPS observations
 LA1681.and adjusted by the National Geodetic Survey in April 1998..
 LA1681
 LA1681.The orthometric height was determined by differential leveling
 LA1681.and adjusted by the National Geodetic Survey in June 1991..
 LA1681
 LA1681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA1681
 LA1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA1681
 LA1681.The ellipsoidal height was determined by GPS observations
 LA1681.and is referenced to NAD 83.
 LA1681
 LA1681.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 LA1681;SPC IN E     -   628,941.115    81,212.195   MT  0.99997101   -0 08 45.8
 LA1681;SPC IN E     - 2,063,450.97    266,443.68   sFT  0.99997101   -0 08 45.8
 LA1681;UTM  16      - 4,529,712.944   593,502.320   MT  0.99970760   +0 43 38.0
 LA1681
 LA1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1681!SPC IN E     -   0.99996864  x   0.99997101  =   0.99993965
 LA1681!UTM  16      -   0.99996864  x   0.99970760  =   0.99967625
 LA1681
 LA1681                          SUPERSEDED SURVEY CONTROL
 LA1681
 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 (04/10/98)  233.98   (m)          767.6    (f) LEVELING    3  
 LA1681  NGVD 29 (??/??/92)  234.105  (m)          768.06   (f) ADJ UNCH    2 0
 LA1681
 LA1681.Superseded values are not recommended for survey control.
 LA1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1681.See file dsdata.txt to determine how the superseded data were derived.
 LA1681
 LA1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9350229713(NAD 83)
 LA1681_MARKER: DB = BENCH MARK DISK
 LA1681_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1681_SP_SET: CULVERT HEADWALL
 LA1681_STAMPING: M 178 1946
 LA1681_MARK LOGO: CGS   
 LA1681_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA1681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA1681+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1997
 LA1681
 LA1681  HISTORY     - Date     Condition        Report By
 LA1681  HISTORY     - 1946     MONUMENTED       CGS
 LA1681  HISTORY     - 19880705 GOOD             NGS
 LA1681  HISTORY     - 19970808 GOOD             SEC
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0253 ***********************************************************************
 LB0253  DESIGNATION -  M 179
 LB0253  PID         -  LB0253
 LB0253  STATE/COUNTY-  IN/MIAMI
 LB0253  USGS QUAD   -  DEEDSVILLE (1992)
 LB0253
 LB0253                         *CURRENT SURVEY CONTROL
 LB0253  ___________________________________________________________________
 LB0253* NAD 83(1986)-  40 58 24.     (N)    086 01 08.     (W)     SCALED    
 LB0253* NAVD 88     -       254.486  (meters)     834.93   (feet)  ADJUSTED  
 LB0253  ___________________________________________________________________
 LB0253  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 LB0253  DYNAMIC HT  -         254.369 (meters)     834.54  (feet)  COMP
 LB0253  MODELED GRAV-     980,160.7   (mgal)                       NAVD 88
 LB0253
 LB0253  VERT ORDER  -  SECOND    CLASS 0
 LB0253
 LB0253.The horizontal coordinates were scaled from a topographic map and have
 LB0253.an estimated accuracy of +/- 6 seconds.
 LB0253
 LB0253.The orthometric height was determined by differential leveling
 LB0253.and adjusted by the National Geodetic Survey in June 1991..
 LB0253
 LB0253.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0253.See file dsdata.txt to determine how the superseded data were derived.
 LB0253
 LB0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL825362(NAD 83)
 LB0253_MARKER: DB = BENCH MARK DISK
 LB0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0253_STAMPING: M 179 1946
 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 = OCTOBER  6, 2006
 ME0862 ***********************************************************************
 ME0862  DESIGNATION -  M 18
 ME0862  PID         -  ME0862
 ME0862  STATE/COUNTY-  IN/LA PORTE
 ME0862  USGS QUAD   -  MICHIGAN CITY EAST (1980)
 ME0862
 ME0862                         *CURRENT SURVEY CONTROL
 ME0862  ___________________________________________________________________
 ME0862* NAD 83(1986)-  41 42 23.     (N)    086 51 38.     (W)     SCALED    
 ME0862* NAVD 88     -       191.632  (meters)     628.71   (feet)  ADJUSTED  
 ME0862  ___________________________________________________________________
 ME0862  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 ME0862  DYNAMIC HT  -         191.561 (meters)     628.48  (feet)  COMP
 ME0862  MODELED GRAV-     980,248.0   (mgal)                       NAVD 88
 ME0862
 ME0862  VERT ORDER  -  SECOND    CLASS 0
 ME0862
 ME0862.The horizontal coordinates were scaled from a topographic map and have
 ME0862.an estimated accuracy of +/- 6 seconds.
 ME0862
 ME0862.The orthometric height was determined by differential leveling
 ME0862.and adjusted by the National Geodetic Survey in June 1991..
 ME0862
 ME0862.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0862.See file dsdata.txt to determine how the superseded data were derived.
 ME0862
 ME0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM116171(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0862
 ME0862  HISTORY     - Date     Condition        Report By
 ME0862  HISTORY     - 1934     MONUMENTED       CGS
 ME0862  HISTORY     - 1961     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 LB0208 ***********************************************************************
 LB0208  DESIGNATION -  M 180
 LB0208  PID         -  LB0208
 LB0208  STATE/COUNTY-  IN/MIAMI
 LB0208  USGS QUAD   -  DEEDSVILLE (1992)
 LB0208
 LB0208                         *CURRENT SURVEY CONTROL
 LB0208  ___________________________________________________________________
 LB0208* NAD 83(1986)-  40 57 56.     (N)    086 03 21.     (W)     SCALED    
 LB0208* NAVD 88     -       266.127  (meters)     873.12   (feet)  ADJUSTED  
 LB0208  ___________________________________________________________________
 LB0208  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 LB0208  DYNAMIC HT  -         266.005 (meters)     872.72  (feet)  COMP
 LB0208  MODELED GRAV-     980,159.4   (mgal)                       NAVD 88
 LB0208
 LB0208  VERT ORDER  -  SECOND    CLASS 0
 LB0208
 LB0208.The horizontal coordinates were scaled from a topographic map and have
 LB0208.an estimated accuracy of +/- 6 seconds.
 LB0208
 LB0208.The orthometric height was determined by differential leveling
 LB0208.and adjusted by the National Geodetic Survey in June 1991..
 LB0208
 LB0208.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0208.See file dsdata.txt to determine how the superseded data were derived.
 LB0208
 LB0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL794353(NAD 83)
 LB0208_MARKER: DB = BENCH MARK DISK
 LB0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0208_STAMPING: M 180 1946
 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 = OCTOBER  6, 2006
 LB0171 ***********************************************************************
 LB0171  DESIGNATION -  M 181
 LB0171  PID         -  LB0171
 LB0171  STATE/COUNTY-  IN/FULTON
 LB0171  USGS QUAD   -  FULTON (1960)
 LB0171
 LB0171                         *CURRENT SURVEY CONTROL
 LB0171  ___________________________________________________________________
 LB0171* NAD 83(1986)-  40 55 53.     (N)    086 15 41.     (W)     SCALED    
 LB0171* NAVD 88     -       244.642  (meters)     802.63   (feet)  ADJUSTED  
 LB0171  ___________________________________________________________________
 LB0171  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 LB0171  DYNAMIC HT  -         244.533 (meters)     802.27  (feet)  COMP
 LB0171  MODELED GRAV-     980,173.2   (mgal)                       NAVD 88
 LB0171
 LB0171  VERT ORDER  -  SECOND    CLASS 0
 LB0171
 LB0171.The horizontal coordinates were scaled from a topographic map and have
 LB0171.an estimated accuracy of +/- 6 seconds.
 LB0171
 LB0171.The orthometric height was determined by differential leveling
 LB0171.and adjusted by the National Geodetic Survey in June 1991..
 LB0171
 LB0171.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0171.See file dsdata.txt to determine how the superseded data were derived.
 LB0171
 LB0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL621314(NAD 83)
 LB0171_MARKER: DB = BENCH MARK DISK
 LB0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0171_STAMPING: M 181 1946
 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 = OCTOBER  6, 2006
 LA1644 ***********************************************************************
 LA1644  DESIGNATION -  M 182
 LA1644  PID         -  LA1644
 LA1644  STATE/COUNTY-  IN/WABASH
 LA1644  USGS QUAD   -  WABASH (1994)
 LA1644
 LA1644                         *CURRENT SURVEY CONTROL
 LA1644  ___________________________________________________________________
 LA1644* NAD 83(1986)-  40 52 09.     (N)    085 47 22.     (W)     SCALED    
 LA1644* NAVD 88     -       242.956  (meters)     797.10   (feet)  ADJUSTED  
 LA1644  ___________________________________________________________________
 LA1644  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 LA1644  DYNAMIC HT  -         242.842 (meters)     796.72  (feet)  COMP
 LA1644  MODELED GRAV-     980,151.0   (mgal)                       NAVD 88
 LA1644
 LA1644  VERT ORDER  -  FIRST     CLASS II
 LA1644
 LA1644.The horizontal coordinates were scaled from a topographic map and have
 LA1644.an estimated accuracy of +/- 6 seconds.
 LA1644
 LA1644.The orthometric height was determined by differential leveling
 LA1644.and adjusted by the National Geodetic Survey in June 1991..
 LA1644
 LA1644.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1644.See file dsdata.txt to determine how the superseded data were derived.
 LA1644
 LA1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL020249(NAD 83)
 LA1644_MARKER: DB = BENCH MARK DISK
 LA1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1644_STAMPING: M 182 1946
 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 = OCTOBER  6, 2006
 LB0159 ***********************************************************************
 LB0159  DESIGNATION -  M 183
 LB0159  PID         -  LB0159
 LB0159  STATE/COUNTY-  IN/MIAMI
 LB0159  USGS QUAD   -  PERU (1992)
 LB0159
 LB0159                         *CURRENT SURVEY CONTROL
 LB0159  ___________________________________________________________________
 LB0159* NAD 83(1986)-  40 51 58.     (N)    086 06 30.     (W)     SCALED    
 LB0159* NAVD 88     -       238.905  (meters)     783.81   (feet)  ADJUSTED  
 LB0159  ___________________________________________________________________
 LB0159  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 LB0159  DYNAMIC HT  -         238.793 (meters)     783.44  (feet)  COMP
 LB0159  MODELED GRAV-     980,152.1   (mgal)                       NAVD 88
 LB0159
 LB0159  VERT ORDER  -  SECOND    CLASS 0
 LB0159
 LB0159.The horizontal coordinates were scaled from a topographic map and have
 LB0159.an estimated accuracy of +/- 6 seconds.
 LB0159
 LB0159.The orthometric height was determined by differential leveling
 LB0159.and adjusted by the National Geodetic Survey in June 1991..
 LB0159
 LB0159.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0159.See file dsdata.txt to determine how the superseded data were derived.
 LB0159
 LB0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL751242(NAD 83)
 LB0159_MARKER: DB = BENCH MARK DISK
 LB0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0159_STAMPING: M 183 1946
 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 = OCTOBER  6, 2006
 MD1255 ***********************************************************************
 MD1255  DESIGNATION -  M 184
 MD1255  PID         -  MD1255
 MD1255  STATE/COUNTY-  IN/KOSCIUSKO
 MD1255  USGS QUAD   -  BURKET (1994)
 MD1255
 MD1255                         *CURRENT SURVEY CONTROL
 MD1255  ___________________________________________________________________
 MD1255* NAD 83(1986)-  41 14 22.     (N)    085 53 42.     (W)     SCALED    
 MD1255* NAVD 88     -       250.882  (meters)     823.10   (feet)  ADJUSTED  
 MD1255  ___________________________________________________________________
 MD1255  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 MD1255  DYNAMIC HT  -         250.776 (meters)     822.75  (feet)  COMP
 MD1255  MODELED GRAV-     980,194.6   (mgal)                       NAVD 88
 MD1255
 MD1255  VERT ORDER  -  FIRST     CLASS I
 MD1255
 MD1255.The horizontal coordinates were scaled from a topographic map and have
 MD1255.an estimated accuracy of +/- 6 seconds.
 MD1255
 MD1255.The orthometric height was determined by differential leveling
 MD1255.and adjusted by the National Geodetic Survey in June 1991..
 MD1255
 MD1255.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1255.See file dsdata.txt to determine how the superseded data were derived.
 MD1255
 MD1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL925659(NAD 83)
 MD1255_MARKER: DB = BENCH MARK DISK
 MD1255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1255_SP_SET: CONCRETE BASE
 MD1255_STAMPING: M 184 1946
 MD1255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1255
 MD1255  HISTORY     - Date     Condition        Report By
 MD1255  HISTORY     - 1946     MONUMENTED       CGS
 MD1255  HISTORY     - 1968     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 LA1316 ***********************************************************************
 LA1316  DESIGNATION -  M 185
 LA1316  PID         -  LA1316
 LA1316  STATE/COUNTY-  IN/GRANT
 LA1316  USGS QUAD   -  FAIRMOUNT (1994)
 LA1316
 LA1316                         *CURRENT SURVEY CONTROL
 LA1316  ___________________________________________________________________
 LA1316* NAD 83(1986)-  40 23 37.     (N)    085 38 44.     (W)     SCALED    
 LA1316* NAVD 88     -       268.154  (meters)     879.77   (feet)  ADJUSTED  
 LA1316  ___________________________________________________________________
 LA1316  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 LA1316  DYNAMIC HT  -         268.016 (meters)     879.32  (feet)  COMP
 LA1316  MODELED GRAV-     980,103.5   (mgal)                       NAVD 88
 LA1316
 LA1316  VERT ORDER  -  FIRST     CLASS II
 LA1316
 LA1316.The horizontal coordinates were scaled from a topographic map and have
 LA1316.an estimated accuracy of +/- 6 seconds.
 LA1316
 LA1316.The orthometric height was determined by differential leveling
 LA1316.and adjusted by the National Geodetic Survey in June 1991..
 LA1316
 LA1316.The geoid height was determined by GEOID03.
 LA1316
 LA1316.The dynamic height is computed by dividing the NAVD 88
 LA1316.geopotential number by the normal gravity value computed on the
 LA1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1316.degrees latitude (g = 980.6199 gals.).
 LA1316
 LA1316.The modeled gravity was interpolated from observed gravity values.
 LA1316
 LA1316;                    North         East    Units  Estimated Accuracy
 LA1316;SPC IN E     -   571,220.      101,790.      MT  (+/- 180 meters Scaled)
 LA1316
 LA1316                          SUPERSEDED SURVEY CONTROL
 LA1316
 LA1316  NGVD 29 (??/??/92)  268.293  (m)          880.22   (f) ADJ UNCH    1 2
 LA1316
 LA1316.Superseded values are not recommended for survey control.
 LA1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1316.See file dsdata.txt to determine how the superseded data were derived.
 LA1316
 LA1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK149723(NAD 83)
 LA1316_MARKER: DB = BENCH MARK DISK
 LA1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1316_STAMPING: M 185 1946
 LA1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1316+STABILITY: SURFACE MOTION
 LA1316
 LA1316  HISTORY     - Date     Condition        Report By
 LA1316  HISTORY     - 1946     MONUMENTED       CGS
 LA1316
 LA1316                          STATION DESCRIPTION
 LA1316
 LA1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1316'1.6 MI S FROM FAIRMOUNT.
 LA1316'ABOUT 1.6 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1316'THE STATION AT FAIRMOUNT, SET IN THE SOUTHEAST QUARTER OF A
 LA1316'GRAVEL ROAD CROSSING, 92 FEET SOUTHEAST AND ACROSS THE TRACK FROM
 LA1316'POLE 144/15, 43 FEET EAST OF THE EAST RAIL, 21 FEET SOUTH OF THE
 LA1316'CENTER LINE OF THE ROAD, 7 FEET SOUTH OF THE FENCE CORNER POST,
 LA1316'1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, 8 FEET SOUTHWEST OF POWER
 LA1316'POLE NO. IGS/GR10528, ABOUT 3 FEET BELOW THE CROSSING, AND
 LA1316'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1101 ***********************************************************************
 MD1101  DESIGNATION -  M 186
 MD1101  PID         -  MD1101
 MD1101  STATE/COUNTY-  IN/WHITLEY
 MD1101  USGS QUAD   -  SOUTH WHITLEY WEST (1994)
 MD1101
 MD1101                         *CURRENT SURVEY CONTROL
 MD1101  ___________________________________________________________________
 MD1101* NAD 83(1986)-  41 06 14.     (N)    085 38 46.     (W)     SCALED    
 MD1101* NAVD 88     -       260.448  (meters)     854.49   (feet)  ADJUSTED  
 MD1101  ___________________________________________________________________
 MD1101  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 MD1101  DYNAMIC HT  -         260.336 (meters)     854.12  (feet)  COMP
 MD1101  MODELED GRAV-     980,184.9   (mgal)                       NAVD 88
 MD1101
 MD1101  VERT ORDER  -  SECOND    CLASS 0
 MD1101
 MD1101.The horizontal coordinates were scaled from a topographic map and have
 MD1101.an estimated accuracy of +/- 6 seconds.
 MD1101
 MD1101.The orthometric height was determined by differential leveling
 MD1101.and adjusted by the National Geodetic Survey in June 1991..
 MD1101
 MD1101.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1101.See file dsdata.txt to determine how the superseded data were derived.
 MD1101
 MD1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL136511(NAD 83)
 MD1101_MARKER: DB = BENCH MARK DISK
 MD1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1101_STAMPING: M 186 1946
 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             NGS
 MD1101
 MD1101                          STATION DESCRIPTION
 MD1101
 MD1101'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1724 ***********************************************************************
 LA1724  DESIGNATION -  M 187
 LA1724  PID         -  LA1724
 LA1724  STATE/COUNTY-  IN/HUNTINGTON
 LA1724  USGS QUAD   -  ANDREWS (1994)
 LA1724
 LA1724                         *CURRENT SURVEY CONTROL
 LA1724  ___________________________________________________________________
 LA1724* NAD 83(1986)-  40 52 22.     (N)    085 36 11.     (W)     SCALED    
 LA1724* NAVD 88     -       215.915  (meters)     708.38   (feet)  ADJUSTED  
 LA1724  ___________________________________________________________________
 LA1724  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 LA1724  DYNAMIC HT  -         215.812 (meters)     708.04  (feet)  COMP
 LA1724  MODELED GRAV-     980,144.7   (mgal)                       NAVD 88
 LA1724
 LA1724  VERT ORDER  -  SECOND    CLASS 0
 LA1724
 LA1724.The horizontal coordinates were scaled from a topographic map and have
 LA1724.an estimated accuracy of +/- 6 seconds.
 LA1724
 LA1724.The orthometric height was determined by differential leveling
 LA1724.and adjusted by the National Geodetic Survey in June 1991..
 LA1724
 LA1724.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1724.See file dsdata.txt to determine how the superseded data were derived.
 LA1724
 LA1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL177255(NAD 83)
 LA1724_MARKER: DB = BENCH MARK DISK
 LA1724_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1724_SP_SET: CULVERT
 LA1724_STAMPING: M 187 1946
 LA1724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA0894 ***********************************************************************
 LA0894  DESIGNATION -  M 188
 LA0894  PID         -  LA0894
 LA0894  STATE/COUNTY-  IN/HUNTINGTON
 LA0894  USGS QUAD   -  HUNTINGTON (1994)
 LA0894
 LA0894                         *CURRENT SURVEY CONTROL
 LA0894  ___________________________________________________________________
 LA0894* NAD 83(1986)-  40 54 15.     (N)    085 23 24.     (W)     SCALED    
 LA0894* NAVD 88     -       227.562  (meters)     746.59   (feet)  ADJUSTED  
 LA0894  ___________________________________________________________________
 LA0894  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 LA0894  DYNAMIC HT  -         227.458 (meters)     746.25  (feet)  COMP
 LA0894  MODELED GRAV-     980,159.4   (mgal)                       NAVD 88
 LA0894
 LA0894  VERT ORDER  -  SECOND    CLASS 0
 LA0894
 LA0894.The horizontal coordinates were scaled from a topographic map and have
 LA0894.an estimated accuracy of +/- 6 seconds.
 LA0894
 LA0894.The orthometric height was determined by differential leveling
 LA0894.and adjusted by the National Geodetic Survey in June 1991..
 LA0894
 LA0894.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0894.See file dsdata.txt to determine how the superseded data were derived.
 LA0894
 LA0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL356293(NAD 83)
 LA0894_MARKER: DB = BENCH MARK DISK
 LA0894_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0894_SP_SET: BRIDGE
 LA0894_STAMPING: M 188 1946
 LA0894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0894
 LA0894  HISTORY     - Date     Condition        Report By
 LA0894  HISTORY     - 1946     MONUMENTED       CGS
 LA0894  HISTORY     - 1965     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1965
 LA0894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0880 ***********************************************************************
 LA0880  DESIGNATION -  M 189
 LA0880  PID         -  LA0880
 LA0880  STATE/COUNTY-  IN/ALLEN
 LA0880  USGS QUAD   -  OSSIAN (1981)
 LA0880
 LA0880                         *CURRENT SURVEY CONTROL
 LA0880  ___________________________________________________________________
 LA0880* NAD 83(1986)-  40 58 28.     (N)    085 12 23.     (W)     SCALED    
 LA0880* NAVD 88     -       240.619  (meters)     789.43   (feet)  ADJUSTED  
 LA0880  ___________________________________________________________________
 LA0880  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 LA0880  DYNAMIC HT  -         240.516 (meters)     789.09  (feet)  COMP
 LA0880  MODELED GRAV-     980,191.0   (mgal)                       NAVD 88
 LA0880
 LA0880  VERT ORDER  -  SECOND    CLASS 0
 LA0880
 LA0880.The horizontal coordinates were scaled from a topographic map and have
 LA0880.an estimated accuracy of +/- 6 seconds.
 LA0880
 LA0880.The orthometric height was determined by differential leveling
 LA0880.and adjusted by the National Geodetic Survey in June 1991..
 LA0880
 LA0880.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0880.See file dsdata.txt to determine how the superseded data were derived.
 LA0880
 LA0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL509374(NAD 83)
 LA0880_MARKER: DB = BENCH MARK DISK
 LA0880_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0880_SP_SET: CULVERT
 LA0880_STAMPING: M 189 1946
 LA0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0880
 LA0880  HISTORY     - Date     Condition        Report By
 LA0880  HISTORY     - 1946     MONUMENTED       CGS
 LA0880  HISTORY     - 1962     GOOD             NGS
 LA0880  HISTORY     - 1977     GOOD             NGS
 LA0880
 LA0880                          STATION DESCRIPTION
 LA0880
 LA0880'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0902 ***********************************************************************
 ME0902  DESIGNATION -  M 19
 ME0902  PID         -  ME0902
 ME0902  STATE/COUNTY-  IN/LA PORTE
 ME0902  USGS QUAD   -  LA PORTE EAST (1991)
 ME0902
 ME0902                         *CURRENT SURVEY CONTROL
 ME0902  ___________________________________________________________________
 ME0902* NAD 83(1986)-  41 37 21.     (N)    086 42 30.     (W)     SCALED    
 ME0902* NAVD 88     -       248.273  (meters)     814.54   (feet)  ADJUSTED  
 ME0902  ___________________________________________________________________
 ME0902  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0902  DYNAMIC HT  -         248.176 (meters)     814.22  (feet)  COMP
 ME0902  MODELED GRAV-     980,227.6   (mgal)                       NAVD 88
 ME0902
 ME0902  VERT ORDER  -  SECOND    CLASS 0
 ME0902
 ME0902.The horizontal coordinates were scaled from a topographic map and have
 ME0902.an estimated accuracy of +/- 6 seconds.
 ME0902
 ME0902.The orthometric height was determined by differential leveling
 ME0902.and adjusted by the National Geodetic Survey in June 1991..
 ME0902
 ME0902.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0902.See file dsdata.txt to determine how the superseded data were derived.
 ME0902
 ME0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM242079(NAD 83)
 ME0902_MARKER: DB = BENCH MARK DISK
 ME0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0902_STAMPING: M 19 1934
 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             NGS
 ME0902  HISTORY     - 1962     GOOD             NGS
 ME0902  HISTORY     - 1974     POOR             USGS
 ME0902
 ME0902                          STATION DESCRIPTION
 ME0902
 ME0902'DESCRIBED BY NATIONAL 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1651 ***********************************************************************
 LA1651  DESIGNATION -  M 190
 LA1651  PID         -  LA1651
 LA1651  STATE/COUNTY-  IN/WABASH
 LA1651  USGS QUAD   -  NORTH MANCHESTER SOUTH (1994)
 LA1651
 LA1651                         *CURRENT SURVEY CONTROL
 LA1651  ___________________________________________________________________
 LA1651* NAD 83(1986)-  40 57 30.     (N)    085 47 19.     (W)     SCALED    
 LA1651* NAVD 88     -       241.092  (meters)     790.98   (feet)  ADJUSTED  
 LA1651  ___________________________________________________________________
 LA1651  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 LA1651  DYNAMIC HT  -         240.981 (meters)     790.62  (feet)  COMP
 LA1651  MODELED GRAV-     980,160.0   (mgal)                       NAVD 88
 LA1651
 LA1651  VERT ORDER  -  FIRST     CLASS II
 LA1651
 LA1651.The horizontal coordinates were scaled from a topographic map and have
 LA1651.an estimated accuracy of +/- 6 seconds.
 LA1651
 LA1651.The orthometric height was determined by differential leveling
 LA1651.and adjusted by the National Geodetic Survey in June 1991..
 LA1651
 LA1651.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1651.See file dsdata.txt to determine how the superseded data were derived.
 LA1651
 LA1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL019348(NAD 83)
 LA1651_MARKER: DB = BENCH MARK DISK
 LA1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1651_STAMPING: M 190 1946
 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 = OCTOBER  6, 2006
 LA1879 ***********************************************************************
 LA1879  DESIGNATION -  M 191
 LA1879  PID         -  LA1879
 LA1879  STATE/COUNTY-  IN/MIAMI
 LA1879  USGS QUAD   -  AMBOY (1994)
 LA1879
 LA1879                         *CURRENT SURVEY CONTROL
 LA1879  ___________________________________________________________________
 LA1879* NAD 83(1986)-  40 34 46.     (N)    085 53 50.     (W)     SCALED    
 LA1879* NAVD 88     -       252.639  (meters)     828.87   (feet)  ADJUSTED  
 LA1879  ___________________________________________________________________
 LA1879  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LA1879  DYNAMIC HT  -         252.511 (meters)     828.45  (feet)  COMP
 LA1879  MODELED GRAV-     980,112.9   (mgal)                       NAVD 88
 LA1879
 LA1879  VERT ORDER  -  SECOND    CLASS 0
 LA1879
 LA1879.The horizontal coordinates were scaled from a topographic map and have
 LA1879.an estimated accuracy of +/- 6 seconds.
 LA1879
 LA1879.The orthometric height was determined by differential leveling
 LA1879.and adjusted by the National Geodetic Survey in June 1991..
 LA1879
 LA1879.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1879.See file dsdata.txt to determine how the superseded data were derived.
 LA1879
 LA1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK933926(NAD 83)
 LA1879_MARKER: DB = BENCH MARK DISK
 LA1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1879_STAMPING: M 191 1946
 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 = OCTOBER  6, 2006
 LA1807 ***********************************************************************
 LA1807  DESIGNATION -  M 192
 LA1807  PID         -  LA1807
 LA1807  STATE/COUNTY-  IN/MIAMI
 LA1807  USGS QUAD   -  PEORIA (1994)
 LA1807
 LA1807                         *CURRENT SURVEY CONTROL
 LA1807  ___________________________________________________________________
 LA1807* NAD 83(1986)-  40 42 26.     (N)    085 59 18.     (W)     SCALED    
 LA1807* NAVD 88     -       244.526  (meters)     802.25   (feet)  ADJUSTED  
 LA1807  ___________________________________________________________________
 LA1807  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 LA1807  DYNAMIC HT  -         244.407 (meters)     801.86  (feet)  COMP
 LA1807  MODELED GRAV-     980,132.8   (mgal)                       NAVD 88
 LA1807
 LA1807  VERT ORDER  -  SECOND    CLASS 0
 LA1807
 LA1807.The horizontal coordinates were scaled from a topographic map and have
 LA1807.an estimated accuracy of +/- 6 seconds.
 LA1807
 LA1807.The orthometric height was determined by differential leveling
 LA1807.and adjusted by the National Geodetic Survey in June 1991..
 LA1807
 LA1807.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1807.See file dsdata.txt to determine how the superseded data were derived.
 LA1807
 LA1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL854067(NAD 83)
 LA1807_MARKER: DR = REFERENCE MARK DISK
 LA1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1807_STAMPING: M 192 1946
 LA1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1807+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 LA1292 ***********************************************************************
 LA1292  DESIGNATION -  M 193
 LA1292  PID         -  LA1292
 LA1292  STATE/COUNTY-  IN/MADISON
 LA1292  USGS QUAD   -  ANDERSON NORTH (1994)
 LA1292
 LA1292                         *CURRENT SURVEY CONTROL
 LA1292  ___________________________________________________________________
 LA1292* NAD 83(1986)-  40 08 58.     (N)    085 40 54.     (W)     SCALED    
 LA1292* NAVD 88     -       269.801  (meters)     885.17   (feet)  ADJUSTED  
 LA1292  ___________________________________________________________________
 LA1292  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 LA1292  DYNAMIC HT  -         269.656 (meters)     884.70  (feet)  COMP
 LA1292  MODELED GRAV-     980,082.1   (mgal)                       NAVD 88
 LA1292
 LA1292  VERT ORDER  -  FIRST     CLASS II
 LA1292
 LA1292.The horizontal coordinates were scaled from a topographic map and have
 LA1292.an estimated accuracy of +/- 6 seconds.
 LA1292
 LA1292.The orthometric height was determined by differential leveling
 LA1292.and adjusted by the National Geodetic Survey in June 1991..
 LA1292
 LA1292.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1292.See file dsdata.txt to determine how the superseded data were derived.
 LA1292
 LA1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK122451(NAD 83)
 LA1292_MARKER: DB = BENCH MARK DISK
 LA1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1292_STAMPING: M 193 1946
 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 = OCTOBER  6, 2006
 LA1334 ***********************************************************************
 LA1334  DESIGNATION -  M 194
 LA1334  PID         -  LA1334
 LA1334  STATE/COUNTY-  IN/HAMILTON
 LA1334  USGS QUAD   -  FRANKTON (1994)
 LA1334
 LA1334                         *CURRENT SURVEY CONTROL
 LA1334  ___________________________________________________________________
 LA1334* NAD 83(1986)-  40 08 19.     (N)    085 51 46.     (W)     SCALED    
 LA1334* NAVD 88     -       249.287  (meters)     817.87   (feet)  ADJUSTED  
 LA1334  ___________________________________________________________________
 LA1334  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 LA1334  DYNAMIC HT  -         249.153 (meters)     817.43  (feet)  COMP
 LA1334  MODELED GRAV-     980,081.8   (mgal)                       NAVD 88
 LA1334
 LA1334  VERT ORDER  -  SECOND    CLASS 0
 LA1334
 LA1334.The horizontal coordinates were scaled from a topographic map and have
 LA1334.an estimated accuracy of +/- 6 seconds.
 LA1334
 LA1334.The orthometric height was determined by differential leveling
 LA1334.and adjusted by the National Geodetic Survey in June 1991..
 LA1334
 LA1334.The geoid height was determined by GEOID03.
 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     -   542,930.       83,290.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1334.See file dsdata.txt to determine how the superseded data were derived.
 LA1334
 LA1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK968437(NAD 83)
 LA1334_MARKER: DB = BENCH MARK DISK
 LA1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1334_STAMPING: M 194 1946
 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 = OCTOBER  6, 2006
 LA1369 ***********************************************************************
 LA1369  DESIGNATION -  M 195
 LA1369  PID         -  LA1369
 LA1369  STATE/COUNTY-  IN/GRANT
 LA1369  USGS QUAD   -  POINT ISABEL (1994)
 LA1369
 LA1369                         *CURRENT SURVEY CONTROL
 LA1369  ___________________________________________________________________
 LA1369* NAD 83(1986)-  40 25 17.     (N)    085 48 18.     (W)     SCALED    
 LA1369* NAVD 88     -       267.467  (meters)     877.51   (feet)  ADJUSTED  
 LA1369  ___________________________________________________________________
 LA1369  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 LA1369  DYNAMIC HT  -         267.329 (meters)     877.06  (feet)  COMP
 LA1369  MODELED GRAV-     980,100.3   (mgal)                       NAVD 88
 LA1369
 LA1369  VERT ORDER  -  SECOND    CLASS 0
 LA1369
 LA1369.The horizontal coordinates were scaled from a topographic map and have
 LA1369.an estimated accuracy of +/- 6 seconds.
 LA1369
 LA1369.The orthometric height was determined by differential leveling
 LA1369.and adjusted by the National Geodetic Survey in June 1991..
 LA1369
 LA1369.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1369.See file dsdata.txt to determine how the superseded data were derived.
 LA1369
 LA1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK013752(NAD 83)
 LA1369_MARKER: DB = BENCH MARK DISK
 LA1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1369_STAMPING: M 195 1946
 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 = OCTOBER  6, 2006
 MD0681 ***********************************************************************
 MD0681  DESIGNATION -  M 196
 MD0681  PID         -  MD0681
 MD0681  STATE/COUNTY-  IN/WHITLEY
 MD0681  USGS QUAD   -  COLUMBIA CITY (1981)
 MD0681
 MD0681                         *CURRENT SURVEY CONTROL
 MD0681  ___________________________________________________________________
 MD0681* NAD 83(1997)-  41 09 24.93069(N)    085 29 49.01793(W)     ADJUSTED  
 MD0681* NAVD 88     -       264.532  (meters)     867.89   (feet)  ADJUSTED  
 MD0681  ___________________________________________________________________
 MD0681  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 MD0681  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MD0681  DYNAMIC HT  -         264.430 (meters)     867.55  (feet)  COMP
 MD0681  MODELED GRAV-     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
 MD0681.and adjusted by the National Geodetic Survey in April 1995..
 MD0681.WARNING-Repeat measurements at this control monument indicate possible
 MD0681.vertical movement.
 MD0681
 MD0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0681
 MD0681.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996368  x   0.99996916  =   0.99993284
 MD0681!UTM  16      -   0.99996368  x   0.99979573  =   0.99975942
 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) UNKNOWN     1 1
 MD0681  NGVD 29 (01/19/93)  264.682  (m)          868.38   (f) ADJUSTED    1 1
 MD0681
 MD0681.Superseded values are not recommended for survey control.
 MD0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0681.See file dsdata.txt to determine how the superseded data were derived.
 MD0681
 MD0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2611157266(NAD 83)
 MD0681_MARKER: DB = BENCH MARK DISK
 MD0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0681_SP_SET: CONCRETE POST
 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             NGS
 MD0681  HISTORY     - 1969     GOOD             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  6, 2006
 MD0978 ***********************************************************************
 MD0978  DESIGNATION -  M 197
 MD0978  PID         -  MD0978
 MD0978  STATE/COUNTY-  IN/NOBLE
 MD0978  USGS QUAD   -  GARRETT (1973)
 MD0978
 MD0978                         *CURRENT SURVEY CONTROL
 MD0978  ___________________________________________________________________
 MD0978* NAD 83(1986)-  41 16 53.     (N)    085 12 54.     (W)     SCALED    
 MD0978* NAVD 88     -       268.250  (meters)     880.08   (feet)  ADJUSTED  
 MD0978  ___________________________________________________________________
 MD0978  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MD0978  DYNAMIC HT  -         268.145 (meters)     879.74  (feet)  COMP
 MD0978  MODELED GRAV-     980,225.1   (mgal)                       NAVD 88
 MD0978
 MD0978  VERT ORDER  -  SECOND    CLASS 0
 MD0978
 MD0978.The horizontal coordinates were scaled from a topographic map and have
 MD0978.an estimated accuracy of +/- 6 seconds.
 MD0978
 MD0978.The orthometric height was determined by differential leveling
 MD0978.and adjusted by the National Geodetic Survey in June 1991..
 MD0978
 MD0978.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0978.See file dsdata.txt to determine how the superseded data were derived.
 MD0978
 MD0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL494715(NAD 83)
 MD0978_MARKER: DB = BENCH MARK DISK
 MD0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0978_STAMPING: M 197 1946
 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             NGS
 MD0978  HISTORY     - 1965     GOOD             INHD
 MD0978
 MD0978                          STATION DESCRIPTION
 MD0978
 MD0978'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0544 ***********************************************************************
 MD0544  DESIGNATION -  M 198
 MD0544  PID         -  MD0544
 MD0544  STATE/COUNTY-  IN/DE KALB
 MD0544  USGS QUAD   -  SAINT JOE (1994)
 MD0544
 MD0544                         *CURRENT SURVEY CONTROL
 MD0544  ___________________________________________________________________
 MD0544* NAD 83(1986)-  41 19 35.     (N)    084 55 56.     (W)     SCALED    
 MD0544* NAVD 88     -       252.608  (meters)     828.76   (feet)  ADJUSTED  
 MD0544  ___________________________________________________________________
 MD0544  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 MD0544  DYNAMIC HT  -         252.507 (meters)     828.43  (feet)  COMP
 MD0544  MODELED GRAV-     980,217.8   (mgal)                       NAVD 88
 MD0544
 MD0544  VERT ORDER  -  SECOND    CLASS 0
 MD0544
 MD0544.The horizontal coordinates were scaled from a topographic map and have
 MD0544.an estimated accuracy of +/- 6 seconds.
 MD0544
 MD0544.The orthometric height was determined by differential leveling
 MD0544.and adjusted by the National Geodetic Survey in June 1991..
 MD0544
 MD0544.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0544.See file dsdata.txt to determine how the superseded data were derived.
 MD0544
 MD0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL730770(NAD 83)
 MD0544_MARKER: DB = BENCH MARK DISK
 MD0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0544_STAMPING: M-198-1946
 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 = OCTOBER  6, 2006
 MD0368 ***********************************************************************
 MD0368  DESIGNATION -  M 199
 MD0368  PID         -  MD0368
 MD0368  STATE/COUNTY-  IN/DE KALB
 MD0368  USGS QUAD   -  SAINT JOE (1994)
 MD0368
 MD0368                         *CURRENT SURVEY CONTROL
 MD0368  ___________________________________________________________________
 MD0368* NAD 83(1986)-  41 21 31.     (N)    084 53 59.     (W)     SCALED    
 MD0368* NAVD 88     -       252.869  (meters)     829.62   (feet)  ADJUSTED  
 MD0368  ___________________________________________________________________
 MD0368  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MD0368  DYNAMIC HT  -         252.769 (meters)     829.29  (feet)  COMP
 MD0368  MODELED GRAV-     980,220.9   (mgal)                       NAVD 88
 MD0368
 MD0368  VERT ORDER  -  SECOND    CLASS 0
 MD0368
 MD0368.The horizontal coordinates were scaled from a topographic map and have
 MD0368.an estimated accuracy of +/- 6 seconds.
 MD0368
 MD0368.The orthometric height was determined by differential leveling
 MD0368.and adjusted by the National Geodetic Survey in June 1991..
 MD0368
 MD0368.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0368.See file dsdata.txt to determine how the superseded data were derived.
 MD0368
 MD0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL756806(NAD 83)
 MD0368_MARKER: DB = BENCH MARK DISK
 MD0368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0368_SP_SET: BRIDGE
 MD0368_STAMPING: M-199-1946
 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 = OCTOBER  6, 2006
 ME0117 ***********************************************************************
 ME0117  DESIGNATION -  M 20
 ME0117  PID         -  ME0117
 ME0117  STATE/COUNTY-  IN/ST JOSEPH
 ME0117  USGS QUAD   -  OSCEOLA (1994)
 ME0117
 ME0117                         *CURRENT SURVEY CONTROL
 ME0117  ___________________________________________________________________
 ME0117* NAD 83(1986)-  41 39 41.     (N)    086 05 52.     (W)     SCALED    
 ME0117* NAVD 88     -       223.085  (meters)     731.90   (feet)  ADJUSTED  
 ME0117  ___________________________________________________________________
 ME0117  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 ME0117  DYNAMIC HT  -         222.997 (meters)     731.62  (feet)  COMP
 ME0117  MODELED GRAV-     980,222.8   (mgal)                       NAVD 88
 ME0117
 ME0117  VERT ORDER  -  SECOND    CLASS 0
 ME0117
 ME0117.The horizontal coordinates were scaled from a topographic map and have
 ME0117.an estimated accuracy of +/- 6 seconds.
 ME0117
 ME0117.The orthometric height was determined by differential leveling
 ME0117.and adjusted by the National Geodetic Survey in June 1991..
 ME0117
 ME0117.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0117.See file dsdata.txt to determine how the superseded data were derived.
 ME0117
 ME0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM751125(NAD 83)
 ME0117_MARKER: DB = BENCH MARK DISK
 ME0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0117_STAMPING: M 20 1934
 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             NGS
 ME0117  HISTORY     - 1982     MARK NOT FOUND   INDNR
 ME0117  HISTORY     - 20010930 MARK NOT FOUND   USPSQD
 ME0117
 ME0117                          STATION DESCRIPTION
 ME0117
 ME0117'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0524 ***********************************************************************
 MD0524  DESIGNATION -  M 200
 MD0524  PID         -  MD0524
 MD0524  STATE/COUNTY-  IN/ALLEN
 MD0524  USGS QUAD   -  WOODBURN SOUTH (1992)
 MD0524
 MD0524                         *CURRENT SURVEY CONTROL
 MD0524  ___________________________________________________________________
 MD0524* NAD 83(1986)-  41 04 51.     (N)    084 51 55.     (W)     SCALED    
 MD0524* NAVD 88     -       231.680  (meters)     760.10   (feet)  ADJUSTED  
 MD0524  ___________________________________________________________________
 MD0524  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 MD0524  DYNAMIC HT  -         231.585 (meters)     759.79  (feet)  COMP
 MD0524  MODELED GRAV-     980,210.5   (mgal)                       NAVD 88
 MD0524
 MD0524  VERT ORDER  -  FIRST     CLASS I
 MD0524
 MD0524.The horizontal coordinates were scaled from a topographic map and have
 MD0524.an estimated accuracy of +/- 6 seconds.
 MD0524
 MD0524.The orthometric height was determined by differential leveling
 MD0524.and adjusted by the National Geodetic Survey in June 1991..
 MD0524.WARNING-Repeat measurements at this control monument indicate possible
 MD0524.vertical movement.
 MD0524
 MD0524.The geoid height was determined by GEOID03.
 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     -   647,840.      167,340.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0524.See file dsdata.txt to determine how the superseded data were derived.
 MD0524
 MD0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL793499(NAD 83)
 MD0524_MARKER: DB = BENCH MARK DISK
 MD0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0524_SP_SET: CONCRETE POST
 MD0524_STAMPING: M 200 1946
 MD0524_MARK LOGO: CGS   
 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 08, 1992
 MD0524
 MD0524  HISTORY     - Date     Condition        Report By
 MD0524  HISTORY     - 1946     MONUMENTED       CGS
 MD0524  HISTORY     - 1968     GOOD             NGS
 MD0524  HISTORY     - 19921008 GOOD             NGS
 MD0524
 MD0524                          STATION DESCRIPTION
 MD0524
 MD0524'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0687 ***********************************************************************
 MD0687  DESIGNATION -  M 201
 MD0687  PID         -  MD0687
 MD0687  STATE/COUNTY-  IN/DE KALB
 MD0687  USGS QUAD   -  WATERLOO (1979)
 MD0687
 MD0687                         *CURRENT SURVEY CONTROL
 MD0687  ___________________________________________________________________
 MD0687* NAD 83(1986)-  41 25 35.     (N)    085 01 52.     (W)     SCALED    
 MD0687* NAVD 88     -       276.364  (meters)     906.70   (feet)  ADJUSTED  
 MD0687  ___________________________________________________________________
 MD0687  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 MD0687  DYNAMIC HT  -         276.255 (meters)     906.35  (feet)  COMP
 MD0687  MODELED GRAV-     980,222.4   (mgal)                       NAVD 88
 MD0687
 MD0687  VERT ORDER  -  SECOND    CLASS 0
 MD0687
 MD0687.The horizontal coordinates were scaled from a topographic map and have
 MD0687.an estimated accuracy of +/- 6 seconds.
 MD0687
 MD0687.The orthometric height was determined by differential leveling
 MD0687.and adjusted by the National Geodetic Survey in June 1991..
 MD0687
 MD0687.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0687.See file dsdata.txt to determine how the superseded data were derived.
 MD0687
 MD0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL645879(NAD 83)
 MD0687_MARKER: DB = BENCH MARK DISK
 MD0687_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0687_SP_SET: CULVERT
 MD0687_STAMPING: M 201 1946
 MD0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0687
 MD0687  HISTORY     - Date     Condition        Report By
 MD0687  HISTORY     - 1946     MONUMENTED       CGS
 MD0687  HISTORY     - 1960     GOOD             NGS
 MD0687
 MD0687                          STATION DESCRIPTION
 MD0687
 MD0687'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1757 ***********************************************************************
 LA1757  DESIGNATION -  M 202
 LA1757  PID         -  LA1757
 LA1757  STATE/COUNTY-  IN/HUNTINGTON
 LA1757  USGS QUAD   -  ANDREWS (1994)
 LA1757
 LA1757                         *CURRENT SURVEY CONTROL
 LA1757  ___________________________________________________________________
 LA1757* NAD 83(1986)-  40 45 14.     (N)    085 30 25.     (W)     SCALED    
 LA1757* NAVD 88     -       246.315  (meters)     808.12   (feet)  ADJUSTED  
 LA1757  ___________________________________________________________________
 LA1757  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 LA1757  DYNAMIC HT  -         246.195 (meters)     807.72  (feet)  COMP
 LA1757  MODELED GRAV-     980,132.6   (mgal)                       NAVD 88
 LA1757
 LA1757  VERT ORDER  -  SECOND    CLASS 0
 LA1757
 LA1757.The horizontal coordinates were scaled from a topographic map and have
 LA1757.an estimated accuracy of +/- 6 seconds.
 LA1757
 LA1757.The orthometric height was determined by differential leveling
 LA1757.and adjusted by the National Geodetic Survey in June 1991..
 LA1757
 LA1757.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1757.See file dsdata.txt to determine how the superseded data were derived.
 LA1757
 LA1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL260125(NAD 83)
 LA1757_MARKER: DB = BENCH MARK DISK
 LA1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1757_STAMPING: M 202 1946
 LA1757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1757+STABILITY: SURFACE MOTION
 LA1757
 LA1757  HISTORY     - Date     Condition        Report By
 LA1757  HISTORY     - 1946     MONUMENTED       CGS
 LA1757  HISTORY     - 1960     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1960
 LA1757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1744 ***********************************************************************
 LA1744  DESIGNATION -  M 203
 LA1744  PID         -  LA1744
 LA1744  STATE/COUNTY-  IN/HUNTINGTON
 LA1744  USGS QUAD   -  ANDREWS (1994)
 LA1744
 LA1744                         *CURRENT SURVEY CONTROL
 LA1744  ___________________________________________________________________
 LA1744* NAD 83(1986)-  40 49 40.     (N)    085 36 09.     (W)     SCALED    
 LA1744* NAVD 88     -       247.484  (meters)     811.95   (feet)  ADJUSTED  
 LA1744  ___________________________________________________________________
 LA1744  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 LA1744  DYNAMIC HT  -         247.366 (meters)     811.57  (feet)  COMP
 LA1744  MODELED GRAV-     980,141.3   (mgal)                       NAVD 88
 LA1744
 LA1744  VERT ORDER  -  SECOND    CLASS 0
 LA1744
 LA1744.The horizontal coordinates were scaled from a topographic map and have
 LA1744.an estimated accuracy of +/- 6 seconds.
 LA1744
 LA1744.The orthometric height was determined by differential leveling
 LA1744.and adjusted by the National Geodetic Survey in June 1991..
 LA1744
 LA1744.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1744.See file dsdata.txt to determine how the superseded data were derived.
 LA1744
 LA1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL178205(NAD 83)
 LA1744_MARKER: DB = BENCH MARK DISK
 LA1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1744_STAMPING: M 203 1946
 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 = OCTOBER  6, 2006
 LA1492 ***********************************************************************
 LA1492  DESIGNATION -  M 204
 LA1492  PID         -  LA1492
 LA1492  STATE/COUNTY-  IN/GRANT
 LA1492  USGS QUAD   -  FAIRMOUNT (1994)
 LA1492
 LA1492                         *CURRENT SURVEY CONTROL
 LA1492  ___________________________________________________________________
 LA1492* NAD 83(1986)-  40 25 19.     (N)    085 44 08.     (W)     SCALED    
 LA1492* NAVD 88     -       267.702  (meters)     878.29   (feet)  ADJUSTED  
 LA1492  ___________________________________________________________________
 LA1492  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 LA1492  DYNAMIC HT  -         267.564 (meters)     877.83  (feet)  COMP
 LA1492  MODELED GRAV-     980,102.6   (mgal)                       NAVD 88
 LA1492
 LA1492  VERT ORDER  -  SECOND    CLASS 0
 LA1492
 LA1492.The horizontal coordinates were scaled from a topographic map and have
 LA1492.an estimated accuracy of +/- 6 seconds.
 LA1492
 LA1492.The orthometric height was determined by differential leveling
 LA1492.and adjusted by the National Geodetic Survey in June 1991..
 LA1492
 LA1492.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1492.See file dsdata.txt to determine how the superseded data were derived.
 LA1492
 LA1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK072753(NAD 83)
 LA1492_MARKER: DB = BENCH MARK DISK
 LA1492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1492_SP_SET: CULVERT
 LA1492_STAMPING: M 204 1946
 LA1492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1403 ***********************************************************************
 LA1403  DESIGNATION -  M 205
 LA1403  PID         -  LA1403
 LA1403  STATE/COUNTY-  IN/HAMILTON
 LA1403  USGS QUAD   -  OMEGA (1994)
 LA1403
 LA1403                         *CURRENT SURVEY CONTROL
 LA1403  ___________________________________________________________________
 LA1403* NAD 83(1986)-  40 08 48.     (N)    085 58 37.     (W)     SCALED    
 LA1403* NAVD 88     -       252.629  (meters)     828.83   (feet)  ADJUSTED  
 LA1403  ___________________________________________________________________
 LA1403  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 LA1403  DYNAMIC HT  -         252.493 (meters)     828.39  (feet)  COMP
 LA1403  MODELED GRAV-     980,083.6   (mgal)                       NAVD 88
 LA1403
 LA1403  VERT ORDER  -  SECOND    CLASS 0
 LA1403
 LA1403.The horizontal coordinates were scaled from a topographic map and have
 LA1403.an estimated accuracy of +/- 6 seconds.
 LA1403
 LA1403.The orthometric height was determined by differential leveling
 LA1403.and adjusted by the National Geodetic Survey in June 1991..
 LA1403
 LA1403.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1403.See file dsdata.txt to determine how the superseded data were derived.
 LA1403
 LA1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK871445(NAD 83)
 LA1403_MARKER: DB = BENCH MARK DISK
 LA1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1403_STAMPING: M 205 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1452 ***********************************************************************
 LA1452  DESIGNATION -  M 206
 LA1452  PID         -  LA1452
 LA1452  STATE/COUNTY-  IN/MADISON
 LA1452  USGS QUAD   -  ELWOOD (1994)
 LA1452
 LA1452                         *CURRENT SURVEY CONTROL
 LA1452  ___________________________________________________________________
 LA1452* NAD 83(1986)-  40 16 38.     (N)    085 48 12.     (W)     SCALED    
 LA1452* NAVD 88     -       264.479  (meters)     867.71   (feet)  ADJUSTED  
 LA1452  ___________________________________________________________________
 LA1452  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 LA1452  DYNAMIC HT  -         264.340 (meters)     867.26  (feet)  COMP
 LA1452  MODELED GRAV-     980,090.1   (mgal)                       NAVD 88
 LA1452
 LA1452  VERT ORDER  -  SECOND    CLASS 0
 LA1452
 LA1452.The horizontal coordinates were scaled from a topographic map and have
 LA1452.an estimated accuracy of +/- 6 seconds.
 LA1452
 LA1452.The orthometric height was determined by differential leveling
 LA1452.and adjusted by the National Geodetic Survey in June 1991..
 LA1452
 LA1452.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1452.See file dsdata.txt to determine how the superseded data were derived.
 LA1452
 LA1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK017592(NAD 83)
 LA1452_MARKER: DB = BENCH MARK DISK
 LA1452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1452_SP_SET: BUILDING
 LA1452_STAMPING: M 206 1946
 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 = OCTOBER  6, 2006
 LB0526 ***********************************************************************
 LB0526  DESIGNATION -  M 207
 LB0526  PID         -  LB0526
 LB0526  STATE/COUNTY-  IN/CLINTON
 LB0526  USGS QUAD   -  KEMPTON (1980)
 LB0526
 LB0526                         *CURRENT SURVEY CONTROL
 LB0526  ___________________________________________________________________
 LB0526* NAD 83(1986)-  40 16 25.     (N)    086 14 33.     (W)     SCALED    
 LB0526* NAVD 88     -       282.945  (meters)     928.30   (feet)  ADJUSTED  
 LB0526  ___________________________________________________________________
 LB0526  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 LB0526  DYNAMIC HT  -         282.791 (meters)     927.79  (feet)  COMP
 LB0526  MODELED GRAV-     980,072.5   (mgal)                       NAVD 88
 LB0526
 LB0526  VERT ORDER  -  SECOND    CLASS 0
 LB0526
 LB0526.The horizontal coordinates were scaled from a topographic map and have
 LB0526.an estimated accuracy of +/- 6 seconds.
 LB0526
 LB0526.The orthometric height was determined by differential leveling
 LB0526.and adjusted by the National Geodetic Survey in June 1991..
 LB0526
 LB0526.The geoid height was determined by GEOID03.
 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     -   558,240.      971,510.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0526.See file dsdata.txt to determine how the superseded data were derived.
 LB0526
 LB0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK644584(NAD 83)
 LB0526_MARKER: DB = BENCH MARK DISK
 LB0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0526_STAMPING: M 207 1946
 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 = OCTOBER  6, 2006
 LB0471 ***********************************************************************
 LB0471  DESIGNATION -  M 208
 LB0471  PID         -  LB0471
 LB0471  STATE/COUNTY-  IN/TIPTON
 LB0471  USGS QUAD   -  TIPTON (1980)
 LB0471
 LB0471                         *CURRENT SURVEY CONTROL
 LB0471  ___________________________________________________________________
 LB0471* NAD 83(1986)-  40 21 43.     (N)    086 03 02.     (W)     SCALED    
 LB0471* NAVD 88     -       266.507  (meters)     874.37   (feet)  ADJUSTED  
 LB0471  ___________________________________________________________________
 LB0471  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 LB0471  DYNAMIC HT  -         266.366 (meters)     873.90  (feet)  COMP
 LB0471  MODELED GRAV-     980,087.2   (mgal)                       NAVD 88
 LB0471
 LB0471  VERT ORDER  -  SECOND    CLASS 0
 LB0471
 LB0471.The horizontal coordinates were scaled from a topographic map and have
 LB0471.an estimated accuracy of +/- 6 seconds.
 LB0471
 LB0471.The orthometric height was determined by differential leveling
 LB0471.and adjusted by the National Geodetic Survey in June 1991..
 LB0471
 LB0471.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0471.See file dsdata.txt to determine how the superseded data were derived.
 LB0471
 LB0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK806683(NAD 83)
 LB0471_MARKER: DB = BENCH MARK DISK
 LB0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0471_STAMPING: M 208 1946
 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 = OCTOBER  6, 2006
 LA1474 ***********************************************************************
 LA1474  DESIGNATION -  M 209
 LA1474  PID         -  LA1474
 LA1474  STATE/COUNTY-  IN/HAMILTON
 LA1474  USGS QUAD   -  OMEGA (1994)
 LA1474
 LA1474                         *CURRENT SURVEY CONTROL
 LA1474  ___________________________________________________________________
 LA1474* NAD 83(1986)-  40 07 36.     (N)    085 53 33.     (W)     SCALED    
 LA1474* NAVD 88     -       243.657  (meters)     799.40   (feet)  ADJUSTED  
 LA1474  ___________________________________________________________________
 LA1474  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 LA1474  DYNAMIC HT  -         243.526 (meters)     798.97  (feet)  COMP
 LA1474  MODELED GRAV-     980,082.0   (mgal)                       NAVD 88
 LA1474
 LA1474  VERT ORDER  -  SECOND    CLASS 0
 LA1474
 LA1474.The horizontal coordinates were scaled from a topographic map and have
 LA1474.an estimated accuracy of +/- 6 seconds.
 LA1474
 LA1474.The orthometric height was determined by differential leveling
 LA1474.and adjusted by the National Geodetic Survey in June 1991..
 LA1474
 LA1474.The geoid height was determined by GEOID03.
 LA1474
 LA1474.The dynamic height is computed by dividing the NAVD 88
 LA1474.geopotential number by the normal gravity value computed on the
 LA1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1474.degrees latitude (g = 980.6199 gals.).
 LA1474
 LA1474.The modeled gravity was interpolated from observed gravity values.
 LA1474
 LA1474;                    North         East    Units  Estimated Accuracy
 LA1474;SPC IN E     -   541,610.       80,750.      MT  (+/- 180 meters Scaled)
 LA1474
 LA1474                          SUPERSEDED SURVEY CONTROL
 LA1474
 LA1474  NGVD 29 (??/??/92)  243.789  (m)          799.83   (f) ADJ UNCH    2 0
 LA1474
 LA1474.Superseded values are not recommended for survey control.
 LA1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1474.See file dsdata.txt to determine how the superseded data were derived.
 LA1474
 LA1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK943424(NAD 83)
 LA1474_MARKER: DB = BENCH MARK DISK
 LA1474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1474_SP_SET: BRIDGE RAILING
 LA1474_STAMPING: M 209 1946
 LA1474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1474
 LA1474  HISTORY     - Date     Condition        Report By
 LA1474  HISTORY     - 1946     MONUMENTED       CGS
 LA1474
 LA1474                          STATION DESCRIPTION
 LA1474
 LA1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1474'3 MI E FROM STRAWTOWN.
 LA1474'ABOUT 3.05 MILES EAST ALONG A GRAVEL COUNTY ROAD FROM ITS
 LA1474'JUNCTION WITH STATE HIGHWAY 37 AT STRAWTOWN, ABOUT 100 YARDS
 LA1474'SOUTH OF A TWO STORY WHITE FARM HOUSE ON THE NORTHWEST SIDE OF
 LA1474'THE ROAD, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHWEST
 LA1474'CONCRETE RAILING OVER THE SOUTHWEST CONCRETE WINGWALL OF A 48
 LA1474'FOOT STEEL TRUSS BRIDGE OVER A CREEK, 15 FEET NORTHWEST OF AND
 LA1474'ABOUT 2.5 FEET ABOVE THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0764 ***********************************************************************
 MD0764  DESIGNATION -  M 21
 MD0764  PID         -  MD0764
 MD0764  STATE/COUNTY-  IN/DE KALB
 MD0764  USGS QUAD   -  WATERLOO (1979)
 MD0764
 MD0764                         *CURRENT SURVEY CONTROL
 MD0764  ___________________________________________________________________
 MD0764* NAD 83(1986)-  41 26 05.     (N)    085 06 50.     (W)     SCALED    
 MD0764* NAVD 88     -       285.395  (meters)     936.33   (feet)  ADJUSTED  
 MD0764  ___________________________________________________________________
 MD0764  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 MD0764  DYNAMIC HT  -         285.282 (meters)     935.96  (feet)  COMP
 MD0764  MODELED GRAV-     980,220.9   (mgal)                       NAVD 88
 MD0764
 MD0764  VERT ORDER  -  SECOND    CLASS 0
 MD0764
 MD0764.The horizontal coordinates were scaled from a topographic map and have
 MD0764.an estimated accuracy of +/- 6 seconds.
 MD0764
 MD0764.The orthometric height was determined by differential leveling
 MD0764.and adjusted by the National Geodetic Survey in June 1991..
 MD0764
 MD0764.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0764.See file dsdata.txt to determine how the superseded data were derived.
 MD0764
 MD0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL575887(NAD 83)
 MD0764_MARKER: DB = BENCH MARK DISK
 MD0764_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0764_SP_SET: ABUTMENT
 MD0764_STAMPING: M 21 1934
 MD0764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0764
 MD0764  HISTORY     - Date     Condition        Report By
 MD0764  HISTORY     - 1934     MONUMENTED       CGS
 MD0764  HISTORY     - 1963     GOOD             NGS
 MD0764
 MD0764                          STATION DESCRIPTION
 MD0764
 MD0764'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0351 ***********************************************************************
 LB0351  DESIGNATION -  M 211
 LB0351  PID         -  LB0351
 LB0351  STATE/COUNTY-  IN/TIPTON
 LB0351  USGS QUAD   -  KEMPTON (1980)
 LB0351
 LB0351                         *CURRENT SURVEY CONTROL
 LB0351  ___________________________________________________________________
 LB0351* NAD 83(1986)-  40 22 05.     (N)    086 07 36.     (W)     SCALED    
 LB0351* NAVD 88     -       271.072  (meters)     889.34   (feet)  ADJUSTED  
 LB0351  ___________________________________________________________________
 LB0351  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LB0351  DYNAMIC HT  -         270.928 (meters)     888.87  (feet)  COMP
 LB0351  MODELED GRAV-     980,085.0   (mgal)                       NAVD 88
 LB0351
 LB0351  VERT ORDER  -  SECOND    CLASS 0
 LB0351
 LB0351.The horizontal coordinates were scaled from a topographic map and have
 LB0351.an estimated accuracy of +/- 6 seconds.
 LB0351
 LB0351.The orthometric height was determined by differential leveling
 LB0351.and adjusted by the National Geodetic Survey in June 1991..
 LB0351
 LB0351.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0351.See file dsdata.txt to determine how the superseded data were derived.
 LB0351
 LB0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK741689(NAD 83)
 LB0351_MARKER: DB = BENCH MARK DISK
 LB0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0351_STAMPING: M 211 1946
 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 = OCTOBER  6, 2006
 LB0379 ***********************************************************************
 LB0379  DESIGNATION -  M 212
 LB0379  PID         -  LB0379
 LB0379  STATE/COUNTY-  IN/HAMILTON
 LB0379  USGS QUAD   -  SHERIDAN (1992)
 LB0379
 LB0379                         *CURRENT SURVEY CONTROL
 LB0379  ___________________________________________________________________
 LB0379* NAD 83(1986)-  40 08 42.     (N)    086 07 42.     (W)     SCALED    
 LB0379* NAVD 88     -       277.522  (meters)     910.50   (feet)  ADJUSTED  
 LB0379  ___________________________________________________________________
 LB0379  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 LB0379  DYNAMIC HT  -         277.369 (meters)     910.00  (feet)  COMP
 LB0379  MODELED GRAV-     980,066.2   (mgal)                       NAVD 88
 LB0379
 LB0379  VERT ORDER  -  SECOND    CLASS 0
 LB0379
 LB0379.The horizontal coordinates were scaled from a topographic map and have
 LB0379.an estimated accuracy of +/- 6 seconds.
 LB0379
 LB0379.The orthometric height was determined by differential leveling
 LB0379.and adjusted by the National Geodetic Survey in June 1991..
 LB0379
 LB0379.The geoid height was determined by GEOID03.
 LB0379
 LB0379.The dynamic height is computed by dividing the NAVD 88
 LB0379.geopotential number by the normal gravity value computed on the
 LB0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0379.degrees latitude (g = 980.6199 gals.).
 LB0379
 LB0379.The modeled gravity was interpolated from observed gravity values.
 LB0379
 LB0379;                    North         East    Units  Estimated Accuracy
 LB0379;SPC IN E     -   543,720.       60,660.      MT  (+/- 180 meters Scaled)
 LB0379
 LB0379                          SUPERSEDED SURVEY CONTROL
 LB0379
 LB0379  NGVD 29 (??/??/92)  277.64   (m)          910.9    (f) COMPUTED    2 0
 LB0379
 LB0379.Superseded values are not recommended for survey control.
 LB0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0379.See file dsdata.txt to determine how the superseded data were derived.
 LB0379
 LB0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK742442(NAD 83)
 LB0379_MARKER: DB = BENCH MARK DISK
 LB0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0379_STAMPING: M 212 1946
 LB0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0379+STABILITY: SURFACE MOTION
 LB0379
 LB0379  HISTORY     - Date     Condition        Report By
 LB0379  HISTORY     - 1946     MONUMENTED       CGS
 LB0379
 LB0379                          STATION DESCRIPTION
 LB0379
 LB0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB0379'5 MI S FROM EAST UNION.
 LB0379'ABOUT 4.95 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE EAST UNION
 LB0379'CHRISTIAN CHURCH AT EAST UNION, ABOUT 175 YARDS SOUTH OF THE
 LB0379'JUNCTION OF A GRAVEL ROAD LEADING EAST, 258 FEET NORTH OF THE
 LB0379'WEST END OF AN 18 INCH CONCRETE PIPE CULVERT, 92 FEET
 LB0379'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A TWO STORY WHITE
 LB0379'FARM HOUSE, 24 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 7
 LB0379'FEET SOUTH OF A TELEPHONE POLE AND IN LINE WITH THE ROW OF POLES,
 LB0379'1 FOOT EAST OF THE FENCE LINE, ABOUT 0.5 FOOT ABOVE THE HIGHWAY,
 LB0379'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 LB0379'MARK MAY BE REACHED FROM THE METHODIST CHURCH AT BAKERS CORNER,
 LB0379'HAMILTON COUNTY BY GOING ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY
 LB0379'47, THENCE ABOUT 1.0 MILE NORTH ALONG U.S. HIGHWAY 31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0981 ***********************************************************************
 LA0981  DESIGNATION -  M 213
 LA0981  PID         -  LA0981
 LA0981  STATE/COUNTY-  IN/WELLS
 LA0981  USGS QUAD   -  LIBERTY CENTER (1962)
 LA0981
 LA0981                         *CURRENT SURVEY CONTROL
 LA0981  ___________________________________________________________________
 LA0981* NAD 83(1986)-  40 44 31.     (N)    085 19 58.     (W)     SCALED    
 LA0981* NAVD 88     -       256.043  (meters)     840.03   (feet)  ADJUSTED  
 LA0981  ___________________________________________________________________
 LA0981  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 LA0981  DYNAMIC HT  -         255.919 (meters)     839.63  (feet)  COMP
 LA0981  MODELED GRAV-     980,133.0   (mgal)                       NAVD 88
 LA0981
 LA0981  VERT ORDER  -  SECOND    CLASS 0
 LA0981
 LA0981.The horizontal coordinates were scaled from a topographic map and have
 LA0981.an estimated accuracy of +/- 6 seconds.
 LA0981
 LA0981.The orthometric height was determined by differential leveling
 LA0981.and adjusted by the National Geodetic Survey in June 1991..
 LA0981
 LA0981.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0981.See file dsdata.txt to determine how the superseded data were derived.
 LA0981
 LA0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL407114(NAD 83)
 LA0981_MARKER: DB = BENCH MARK DISK
 LA0981_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0981_SP_SET: BRIDGE
 LA0981_STAMPING: M 213 1947
 LA0981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0981
 LA0981  HISTORY     - Date     Condition        Report By
 LA0981  HISTORY     - 1947     MONUMENTED       CGS
 LA0981  HISTORY     - 1965     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1965
 LA0981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0913 ***********************************************************************
 LA0913  DESIGNATION -  M 214
 LA0913  PID         -  LA0913
 LA0913  STATE/COUNTY-  IN/WELLS
 LA0913  USGS QUAD   -  LIBERTY CENTER (1962)
 LA0913
 LA0913                         *CURRENT SURVEY CONTROL
 LA0913  ___________________________________________________________________
 LA0913* NAD 83(1986)-  40 38 21.     (N)    085 22 19.     (W)     SCALED    
 LA0913* NAVD 88     -       252.586  (meters)     828.69   (feet)  ADJUSTED  
 LA0913  ___________________________________________________________________
 LA0913  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 LA0913  DYNAMIC HT  -         252.459 (meters)     828.28  (feet)  COMP
 LA0913  MODELED GRAV-     980,118.8   (mgal)                       NAVD 88
 LA0913
 LA0913  VERT ORDER  -  SECOND    CLASS 0
 LA0913
 LA0913.The horizontal coordinates were scaled from a topographic map and have
 LA0913.an estimated accuracy of +/- 6 seconds.
 LA0913
 LA0913.The orthometric height was determined by differential leveling
 LA0913.and adjusted by the National Geodetic Survey in June 1991..
 LA0913
 LA0913.The geoid height was determined by GEOID03.
 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     -   598,530.      124,930.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0913.See file dsdata.txt to determine how the superseded data were derived.
 LA0913
 LA0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK376999(NAD 83)
 LA0913_MARKER: DB = BENCH MARK DISK
 LA0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0913_STAMPING: M 214 1947
 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 = OCTOBER  6, 2006
 LA0935 ***********************************************************************
 LA0935  DESIGNATION -  M 215
 LA0935  PID         -  LA0935
 LA0935  STATE/COUNTY-  IN/BLACKFORD
 LA0935  USGS QUAD   -  MONTPELIER (1962)
 LA0935
 LA0935                         *CURRENT SURVEY CONTROL
 LA0935  ___________________________________________________________________
 LA0935* NAD 83(1986)-  40 33 15.     (N)    085 16 38.     (W)     SCALED    
 LA0935* NAVD 88     -       265.933  (meters)     872.48   (feet)  ADJUSTED  
 LA0935  ___________________________________________________________________
 LA0935  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 LA0935  DYNAMIC HT  -         265.798 (meters)     872.04  (feet)  COMP
 LA0935  MODELED GRAV-     980,113.5   (mgal)                       NAVD 88
 LA0935
 LA0935  VERT ORDER  -  SECOND    CLASS 0
 LA0935
 LA0935.The horizontal coordinates were scaled from a topographic map and have
 LA0935.an estimated accuracy of +/- 6 seconds.
 LA0935
 LA0935.The orthometric height was determined by differential leveling
 LA0935.and adjusted by the National Geodetic Survey in June 1991..
 LA0935
 LA0935.The geoid height was determined by GEOID03.
 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     -   589,120.      132,990.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0935.See file dsdata.txt to determine how the superseded data were derived.
 LA0935
 LA0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK458906(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0935
 LA0935  HISTORY     - Date     Condition        Report By
 LA0935  HISTORY     - 1947     MONUMENTED       CGS
 LA0935  HISTORY     - 1970     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0954 ***********************************************************************
 LA0954  DESIGNATION -  M 216
 LA0954  PID         -  LA0954
 LA0954  STATE/COUNTY-  IN/WELLS
 LA0954  USGS QUAD   -  BLUFFTON (1988)
 LA0954
 LA0954                         *CURRENT SURVEY CONTROL
 LA0954  ___________________________________________________________________
 LA0954* NAD 83(1986)-  40 39 16.     (N)    085 14 25.     (W)     SCALED    
 LA0954* NAVD 88     -       259.841  (meters)     852.50   (feet)  ADJUSTED  
 LA0954  ___________________________________________________________________
 LA0954  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 LA0954  DYNAMIC HT  -         259.713 (meters)     852.08  (feet)  COMP
 LA0954  MODELED GRAV-     980,125.8   (mgal)                       NAVD 88
 LA0954
 LA0954  VERT ORDER  -  SECOND    CLASS 0
 LA0954
 LA0954.The horizontal coordinates were scaled from a topographic map and have
 LA0954.an estimated accuracy of +/- 6 seconds.
 LA0954
 LA0954.The orthometric height was determined by differential leveling
 LA0954.and adjusted by the National Geodetic Survey in June 1991..
 LA0954
 LA0954.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0954.See file dsdata.txt to determine how the superseded data were derived.
 LA0954
 LA0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL487018(NAD 83)
 LA0954_MARKER: DB = BENCH MARK DISK
 LA0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0954_STAMPING: M 216 1947
 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             NGS
 LA0954
 LA0954                          STATION DESCRIPTION
 LA0954
 LA0954'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1233 ***********************************************************************
 LA1233  DESIGNATION -  M 217
 LA1233  PID         -  LA1233
 LA1233  STATE/COUNTY-  IN/DELAWARE
 LA1233  USGS QUAD   -  WHEELING (1994)
 LA1233
 LA1233                         *CURRENT SURVEY CONTROL
 LA1233  ___________________________________________________________________
 LA1233* NAD 83(1986)-  40 21 11.     (N)    085 27 53.     (W)     SCALED    
 LA1233* NAVD 88     -       270.723  (meters)     888.20   (feet)  ADJUSTED  
 LA1233  ___________________________________________________________________
 LA1233  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 LA1233  DYNAMIC HT  -         270.584 (meters)     887.74  (feet)  COMP
 LA1233  MODELED GRAV-     980,103.5   (mgal)                       NAVD 88
 LA1233
 LA1233  VERT ORDER  -  SECOND    CLASS 0
 LA1233
 LA1233.The horizontal coordinates were scaled from a topographic map and have
 LA1233.an estimated accuracy of +/- 6 seconds.
 LA1233
 LA1233.The orthometric height was determined by differential leveling
 LA1233.and adjusted by the National Geodetic Survey in June 1991..
 LA1233
 LA1233.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1233.See file dsdata.txt to determine how the superseded data were derived.
 LA1233
 LA1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK303680(NAD 83)
 LA1233_MARKER: DB = BENCH MARK DISK
 LA1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1233_STAMPING: M 217 1947
 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 = OCTOBER  6, 2006
 LA1517 ***********************************************************************
 LA1517  DESIGNATION -  M 218
 LA1517  PID         -  LA1517
 LA1517  STATE/COUNTY-  IN/MADISON
 LA1517  USGS QUAD   -  GILMAN (1994)
 LA1517
 LA1517                         *CURRENT SURVEY CONTROL
 LA1517  ___________________________________________________________________
 LA1517* NAD 83(1986)-  40 11 38.     (N)    085 34 32.     (W)     SCALED    
 LA1517* NAVD 88     -       274.363  (meters)     900.14   (feet)  ADJUSTED  
 LA1517  ___________________________________________________________________
 LA1517  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 LA1517  DYNAMIC HT  -         274.219 (meters)     899.67  (feet)  COMP
 LA1517  MODELED GRAV-     980,090.3   (mgal)                       NAVD 88
 LA1517
 LA1517  VERT ORDER  -  SECOND    CLASS 0
 LA1517
 LA1517.The horizontal coordinates were scaled from a topographic map and have
 LA1517.an estimated accuracy of +/- 6 seconds.
 LA1517
 LA1517.The orthometric height was determined by differential leveling
 LA1517.and adjusted by the National Geodetic Survey in June 1991..
 LA1517
 LA1517.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1517.See file dsdata.txt to determine how the superseded data were derived.
 LA1517
 LA1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK212502(NAD 83)
 LA1517_MARKER: DB = BENCH MARK DISK
 LA1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1517_STAMPING: M 218 1947
 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 = OCTOBER  6, 2006
 LA1213 ***********************************************************************
 LA1213  DESIGNATION -  M 219
 LA1213  PID         -  LA1213
 LA1213  STATE/COUNTY-  IN/DELAWARE
 LA1213  USGS QUAD   -  MUNCIE WEST (1992)
 LA1213
 LA1213                         *CURRENT SURVEY CONTROL
 LA1213  ___________________________________________________________________
 LA1213* NAD 83(1986)-  40 11 50.     (N)    085 23 21.     (W)     SCALED    
 LA1213* NAVD 88     -       285.337  (meters)     936.14   (feet)  ADJUSTED  
 LA1213  ___________________________________________________________________
 LA1213  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 LA1213  DYNAMIC HT  -         285.185 (meters)     935.64  (feet)  COMP
 LA1213  MODELED GRAV-     980,086.0   (mgal)                       NAVD 88
 LA1213
 LA1213  VERT ORDER  -  SECOND    CLASS 0
 LA1213
 LA1213.The horizontal coordinates were scaled from a topographic map and have
 LA1213.an estimated accuracy of +/- 6 seconds.
 LA1213
 LA1213.The orthometric height was determined by differential leveling
 LA1213.and adjusted by the National Geodetic Survey in June 1991..
 LA1213
 LA1213.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1213.See file dsdata.txt to determine how the superseded data were derived.
 LA1213
 LA1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK371508(NAD 83)
 LA1213_MARKER: DB = BENCH MARK DISK
 LA1213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1213_SP_SET: BRIDGE
 LA1213_STAMPING: M 219 1947
 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 = OCTOBER  6, 2006
 MD0692 ***********************************************************************
 MD0692  DESIGNATION -  M 22
 MD0692  PID         -  MD0692
 MD0692  STATE/COUNTY-  IN/DE KALB
 MD0692  USGS QUAD   -  AUBURN (1981)
 MD0692
 MD0692                         *CURRENT SURVEY CONTROL
 MD0692  ___________________________________________________________________
 MD0692* NAD 83(1986)-  41 21 11.     (N)    085 04 26.     (W)     SCALED    
 MD0692* NAVD 88     -       264.420  (meters)     867.52   (feet)  ADJUSTED  
 MD0692  ___________________________________________________________________
 MD0692  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 MD0692  DYNAMIC HT  -         264.313 (meters)     867.17  (feet)  COMP
 MD0692  MODELED GRAV-     980,212.6   (mgal)                       NAVD 88
 MD0692
 MD0692  VERT ORDER  -  SECOND    CLASS 0
 MD0692
 MD0692.The horizontal coordinates were scaled from a topographic map and have
 MD0692.an estimated accuracy of +/- 6 seconds.
 MD0692
 MD0692.The orthometric height was determined by differential leveling
 MD0692.and adjusted by the National Geodetic Survey in June 1991..
 MD0692
 MD0692.The geoid height was determined by GEOID03.
 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     -   677,940.      149,610.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0692.See file dsdata.txt to determine how the superseded data were derived.
 MD0692
 MD0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL611797(NAD 83)
 MD0692_MARKER: DB = BENCH MARK DISK
 MD0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0692_STAMPING: M 22 1934
 MD0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0692+STABILITY: SURFACE MOTION
 MD0692
 MD0692  HISTORY     - Date     Condition        Report By
 MD0692  HISTORY     - 1934     MONUMENTED       CGS
 MD0692  HISTORY     - 1961     GOOD             NGS
 MD0692
 MD0692                          STATION DESCRIPTION
 MD0692
 MD0692'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1251 ***********************************************************************
 LA1251  DESIGNATION -  M 220
 LA1251  PID         -  LA1251
 LA1251  STATE/COUNTY-  IN/DELAWARE
 LA1251  USGS QUAD   -  EATON (1981)
 LA1251
 LA1251                         *CURRENT SURVEY CONTROL
 LA1251  ___________________________________________________________________
 LA1251* NAD 83(1986)-  40 21 22.     (N)    085 17 08.     (W)     SCALED    
 LA1251* NAVD 88     -       280.840  (meters)     921.39   (feet)  ADJUSTED  
 LA1251  ___________________________________________________________________
 LA1251  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 LA1251  DYNAMIC HT  -         280.695 (meters)     920.91  (feet)  COMP
 LA1251  MODELED GRAV-     980,102.0   (mgal)                       NAVD 88
 LA1251
 LA1251  VERT ORDER  -  SECOND    CLASS 0
 LA1251
 LA1251.The horizontal coordinates were scaled from a topographic map and have
 LA1251.an estimated accuracy of +/- 6 seconds.
 LA1251
 LA1251.The orthometric height was determined by differential leveling
 LA1251.and adjusted by the National Geodetic Survey in June 1991..
 LA1251
 LA1251.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1251.See file dsdata.txt to determine how the superseded data were derived.
 LA1251
 LA1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK455686(NAD 83)
 LA1251_MARKER: DB = BENCH MARK DISK
 LA1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1251_STAMPING: M 220 1947
 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 = OCTOBER  6, 2006
 MD0553 ***********************************************************************
 MD0553  DESIGNATION -  M 221
 MD0553  PID         -  MD0553
 MD0553  STATE/COUNTY-  IN/ALLEN
 MD0553  USGS QUAD   -  MAPLES (1992)
 MD0553
 MD0553                         *CURRENT SURVEY CONTROL
 MD0553  ___________________________________________________________________
 MD0553* NAD 83(1986)-  41 01 15.     (N)    084 58 10.     (W)     SCALED    
 MD0553* NAVD 88     -       243.153  (meters)     797.74   (feet)  ADJUSTED  
 MD0553  ___________________________________________________________________
 MD0553  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 MD0553  DYNAMIC HT  -         243.053 (meters)     797.42  (feet)  COMP
 MD0553  MODELED GRAV-     980,205.8   (mgal)                       NAVD 88
 MD0553
 MD0553  VERT ORDER  -  SECOND    CLASS 0
 MD0553
 MD0553.The horizontal coordinates were scaled from a topographic map and have
 MD0553.an estimated accuracy of +/- 6 seconds.
 MD0553
 MD0553.The orthometric height was determined by differential leveling
 MD0553.and adjusted by the National Geodetic Survey in June 1991..
 MD0553
 MD0553.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0553.See file dsdata.txt to determine how the superseded data were derived.
 MD0553
 MD0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL707430(NAD 83)
 MD0553_MARKER: DB = BENCH MARK DISK
 MD0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0553_STAMPING: M-221-1947
 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 = OCTOBER  6, 2006
 MD0559 ***********************************************************************
 MD0559  DESIGNATION -  M 222
 MD0559  PID         -  MD0559
 MD0559  STATE/COUNTY-  IN/ALLEN
 MD0559  USGS QUAD   -  WOODBURN SOUTH (1992)
 MD0559
 MD0559                         *CURRENT SURVEY CONTROL
 MD0559  ___________________________________________________________________
 MD0559* NAD 83(1986)-  41 01 03.     (N)    084 51 49.     (W)     SCALED    
 MD0559* NAVD 88     -       235.118  (meters)     771.38   (feet)  ADJUSTED  
 MD0559  ___________________________________________________________________
 MD0559  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 MD0559  DYNAMIC HT  -         235.020 (meters)     771.06  (feet)  COMP
 MD0559  MODELED GRAV-     980,203.3   (mgal)                       NAVD 88
 MD0559
 MD0559  VERT ORDER  -  SECOND    CLASS 0
 MD0559
 MD0559.The horizontal coordinates were scaled from a topographic map and have
 MD0559.an estimated accuracy of +/- 6 seconds.
 MD0559
 MD0559.The orthometric height was determined by differential leveling
 MD0559.and adjusted by the National Geodetic Survey in June 1991..
 MD0559
 MD0559.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0559.See file dsdata.txt to determine how the superseded data were derived.
 MD0559
 MD0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL796428(NAD 83)
 MD0559_MARKER: DB = BENCH MARK DISK
 MD0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0559_STAMPING: M 222 1947
 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             NGS
 MD0559
 MD0559                          STATION DESCRIPTION
 MD0559
 MD0559'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0694 ***********************************************************************
 LA0694  DESIGNATION -  M 223
 LA0694  PID         -  LA0694
 LA0694  STATE/COUNTY-  IN/ADAMS
 LA0694  USGS QUAD   -  DIXON (1994)
 LA0694
 LA0694                         *CURRENT SURVEY CONTROL
 LA0694  ___________________________________________________________________
 LA0694* NAD 83(1986)-  40 52 40.     (N)    084 49 26.     (W)     SCALED    
 LA0694* NAVD 88     -       251.274  (meters)     824.39   (feet)  ADJUSTED  
 LA0694  ___________________________________________________________________
 LA0694  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 LA0694  DYNAMIC HT  -         251.166 (meters)     824.03  (feet)  COMP
 LA0694  MODELED GRAV-     980,187.6   (mgal)                       NAVD 88
 LA0694
 LA0694  VERT ORDER  -  SECOND    CLASS 0
 LA0694
 LA0694.The horizontal coordinates were scaled from a topographic map and have
 LA0694.an estimated accuracy of +/- 6 seconds.
 LA0694
 LA0694.The orthometric height was determined by differential leveling
 LA0694.and adjusted by the National Geodetic Survey in June 1991..
 LA0694
 LA0694.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0694.See file dsdata.txt to determine how the superseded data were derived.
 LA0694
 LA0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL833274(NAD 83)
 LA0694_MARKER: DB = BENCH MARK DISK
 LA0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0694_STAMPING: M 223 1947
 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 = OCTOBER  6, 2006
 LA0846 ***********************************************************************
 LA0846  DESIGNATION -  M 224
 LA0846  PID         -  LA0846
 LA0846  STATE/COUNTY-  IN/ADAMS
 LA0846  USGS QUAD   -  LINN GROVE (1994)
 LA0846
 LA0846                         *CURRENT SURVEY CONTROL
 LA0846  ___________________________________________________________________
 LA0846* NAD 83(1986)-  40 44 36.     (N)    085 03 08.     (W)     SCALED    
 LA0846* NAVD 88     -       262.322  (meters)     860.63   (feet)  ADJUSTED  
 LA0846  ___________________________________________________________________
 LA0846  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 LA0846  DYNAMIC HT  -         262.199 (meters)     860.23  (feet)  COMP
 LA0846  MODELED GRAV-     980,150.3   (mgal)                       NAVD 88
 LA0846
 LA0846  VERT ORDER  -  SECOND    CLASS 0
 LA0846
 LA0846.The horizontal coordinates were scaled from a topographic map and have
 LA0846.an estimated accuracy of +/- 6 seconds.
 LA0846
 LA0846.The orthometric height was determined by differential leveling
 LA0846.and adjusted by the National Geodetic Survey in June 1991..
 LA0846
 LA0846.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0846.See file dsdata.txt to determine how the superseded data were derived.
 LA0846
 LA0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL644120(NAD 83)
 LA0846_MARKER: DB = BENCH MARK DISK
 LA0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0846_STAMPING: M 224 1947
 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 = OCTOBER  6, 2006
 LA0565 ***********************************************************************
 LA0565  DESIGNATION -  M 225
 LA0565  PID         -  LA0565
 LA0565  STATE/COUNTY-  IN/ADAMS
 LA0565  USGS QUAD   -  BERNE (1994)
 LA0565
 LA0565                         *CURRENT SURVEY CONTROL
 LA0565  ___________________________________________________________________
 LA0565* NAD 83(1986)-  40 39 23.     (N)    084 59 40.     (W)     SCALED    
 LA0565* NAVD 88     -       262.909  (meters)     862.56   (feet)  ADJUSTED  
 LA0565  ___________________________________________________________________
 LA0565  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 LA0565  DYNAMIC HT  -         262.785 (meters)     862.15  (feet)  COMP
 LA0565  MODELED GRAV-     980,145.6   (mgal)                       NAVD 88
 LA0565
 LA0565  VERT ORDER  -  SECOND    CLASS 0
 LA0565
 LA0565.The horizontal coordinates were scaled from a topographic map and have
 LA0565.an estimated accuracy of +/- 6 seconds.
 LA0565
 LA0565.The orthometric height was determined by differential leveling
 LA0565.and adjusted by the National Geodetic Survey in June 1991..
 LA0565
 LA0565.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0565.See file dsdata.txt to determine how the superseded data were derived.
 LA0565
 LA0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL695025(NAD 83)
 LA0565_MARKER: DB = BENCH MARK DISK
 LA0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0565_STAMPING: M 255 1947
 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 = OCTOBER  6, 2006
 LA0367 ***********************************************************************
 LA0367  DESIGNATION -  M 226
 LA0367  PID         -  LA0367
 LA0367  STATE/COUNTY-  IN/JAY
 LA0367  USGS QUAD   -  PORTLAND (1992)
 LA0367
 LA0367                         *CURRENT SURVEY CONTROL
 LA0367  ___________________________________________________________________
 LA0367* NAD 83(1986)-  40 28 05.     (N)    084 58 47.     (W)     SCALED    
 LA0367* NAVD 88     -       283.463  (meters)     929.99   (feet)  ADJUSTED  
 LA0367  ___________________________________________________________________
 LA0367  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 LA0367  DYNAMIC HT  -         283.324 (meters)     929.54  (feet)  COMP
 LA0367  MODELED GRAV-     980,126.2   (mgal)                       NAVD 88
 LA0367
 LA0367  VERT ORDER  -  SECOND    CLASS 0
 LA0367
 LA0367.The horizontal coordinates were scaled from a topographic map and have
 LA0367.an estimated accuracy of +/- 6 seconds.
 LA0367
 LA0367.The orthometric height was determined by differential leveling
 LA0367.and adjusted by the National Geodetic Survey in June 1991..
 LA0367
 LA0367.The geoid height was determined by GEOID03.
 LA0367
 LA0367.The dynamic height is computed by dividing the NAVD 88
 LA0367.geopotential number by the normal gravity value computed on the
 LA0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0367.degrees latitude (g = 980.6199 gals.).
 LA0367
 LA0367.The modeled gravity was interpolated from observed gravity values.
 LA0367
 LA0367;                    North         East    Units  Estimated Accuracy
 LA0367;SPC IN E     -   579,720.      158,260.      MT  (+/- 180 meters Scaled)
 LA0367
 LA0367                          SUPERSEDED SURVEY CONTROL
 LA0367
 LA0367  NGVD 29 (??/??/92)  283.611  (m)          930.48   (f) ADJ UNCH    2 0
 LA0367
 LA0367.Superseded values are not recommended for survey control.
 LA0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0367.See file dsdata.txt to determine how the superseded data were derived.
 LA0367
 LA0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK712816(NAD 83)
 LA0367_MARKER: DB = BENCH MARK DISK
 LA0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0367_SP_SET: CULVERT
 LA0367_STAMPING: M 226 1947
 LA0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0367
 LA0367  HISTORY     - Date     Condition        Report By
 LA0367  HISTORY     - 1947     MONUMENTED       CGS
 LA0367
 LA0367                          STATION DESCRIPTION
 LA0367
 LA0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0367'2.4 MI N FROM PORTLAND.
 LA0367'ABOUT 2.45 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE
 LA0367'AT PORTLAND, ABOUT 1.0 MILE SOUTH OF THE PLEASANT RIDGE METHODIST
 LA0367'CHURCH AND THE INTERSECTION OF STATE HIGHWAY 22, AT A CROSS ROAD
 LA0367'(GRAVEL WEST -BLACK TOP EAST), 39 FEET WEST OF THE CENTER LINE
 LA0367'OF THE HIGHWAY, 24 FEET SOUTH OF THE CROSS ROAD, SET IN THE TOP
 LA0367'OF THE NORTHEAST CORNER OF A RIGHT-ANGLE SHAPED CONCRETE HEAD
 LA0367'WALL OF A 24-INCH PIPE CULVERT UNDER THE CROSS ROAD AND ABOUT LEVEL
 LA0367'WITH THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0450 ***********************************************************************
 LA0450  DESIGNATION -  M 228
 LA0450  PID         -  LA0450
 LA0450  STATE/COUNTY-  IN/WAYNE
 LA0450  USGS QUAD   -  SPARTANBURG (1992)
 LA0450
 LA0450                         *CURRENT SURVEY CONTROL
 LA0450  ___________________________________________________________________
 LA0450* NAD 83(1986)-  40 00 19.     (N)    084 49 49.     (W)     SCALED    
 LA0450* NAVD 88     -       372.388  (meters)    1221.74   (feet)  ADJUSTED  
 LA0450  ___________________________________________________________________
 LA0450  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 LA0450  DYNAMIC HT  -         372.178 (meters)    1221.05  (feet)  COMP
 LA0450  MODELED GRAV-     980,051.1   (mgal)                       NAVD 88
 LA0450
 LA0450  VERT ORDER  -  SECOND    CLASS 0
 LA0450
 LA0450.The horizontal coordinates were scaled from a topographic map and have
 LA0450.an estimated accuracy of +/- 6 seconds.
 LA0450
 LA0450.The orthometric height was determined by differential leveling
 LA0450.and adjusted by the National Geodetic Survey in June 1991..
 LA0450
 LA0450.The geoid height was determined by GEOID03.
 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     -   528,440.      171,420.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0450.See file dsdata.txt to determine how the superseded data were derived.
 LA0450
 LA0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK852305(NAD 83)
 LA0450_MARKER: DB = BENCH MARK DISK
 LA0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0450_STAMPING: M 228 1947
 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 = OCTOBER  6, 2006
 JZ1147 ***********************************************************************
 JZ1147  DESIGNATION -  M 229
 JZ1147  PID         -  JZ1147
 JZ1147  STATE/COUNTY-  IN/WAYNE
 JZ1147  USGS QUAD   -  FOUNTAIN CITY (1960)
 JZ1147
 JZ1147                         *CURRENT SURVEY CONTROL
 JZ1147  ___________________________________________________________________
 JZ1147* NAD 83(1986)-  39 59 18.     (N)    084 59 48.     (W)     SCALED    
 JZ1147* NAVD 88     -       344.969  (meters)    1131.79   (feet)  ADJUSTED  
 JZ1147  ___________________________________________________________________
 JZ1147  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JZ1147  DYNAMIC HT  -         344.775 (meters)    1131.15  (feet)  COMP
 JZ1147  MODELED GRAV-     980,053.2   (mgal)                       NAVD 88
 JZ1147
 JZ1147  VERT ORDER  -  SECOND    CLASS 0
 JZ1147
 JZ1147.The horizontal coordinates were scaled from a topographic map and have
 JZ1147.an estimated accuracy of +/- 6 seconds.
 JZ1147
 JZ1147.The orthometric height was determined by differential leveling
 JZ1147.and adjusted by the National Geodetic Survey in June 1991..
 JZ1147
 JZ1147.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1147.See file dsdata.txt to determine how the superseded data were derived.
 JZ1147
 JZ1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK710283(NAD 83)
 JZ1147_MARKER: DB = BENCH MARK DISK
 JZ1147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1147_SP_SET: ABUTMENT
 JZ1147_STAMPING: M 229 1947
 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 = OCTOBER  6, 2006
 ME0126 ***********************************************************************
 ME0126  DESIGNATION -  M 23
 ME0126  PID         -  ME0126
 ME0126  STATE/COUNTY-  IN/ST JOSEPH
 ME0126  USGS QUAD   -  SOUTH BEND WEST (1986)
 ME0126
 ME0126                         *CURRENT SURVEY CONTROL
 ME0126  ___________________________________________________________________
 ME0126* NAD 83(1986)-  41 38 49.     (N)    086 19 18.     (W)     SCALED    
 ME0126* NAVD 88     -       217.088  (meters)     712.23   (feet)  ADJUSTED  
 ME0126  ___________________________________________________________________
 ME0126  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 ME0126  DYNAMIC HT  -         217.004 (meters)     711.95  (feet)  COMP
 ME0126  MODELED GRAV-     980,229.0   (mgal)                       NAVD 88
 ME0126
 ME0126  VERT ORDER  -  SECOND    CLASS 0
 ME0126
 ME0126.The horizontal coordinates were scaled from a topographic map and have
 ME0126.an estimated accuracy of +/- 6 seconds.
 ME0126
 ME0126.The orthometric height was determined by differential leveling
 ME0126.and adjusted by the National Geodetic Survey in June 1991..
 ME0126
 ME0126.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0126.See file dsdata.txt to determine how the superseded data were derived.
 ME0126
 ME0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM564108(NAD 83)
 ME0126_MARKER: DB = BENCH MARK DISK
 ME0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0126_STAMPING: M 23 1934
 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 = OCTOBER  6, 2006
 ME0128 ***********************************************************************
 ME0128  DESIGNATION -  M 23 RESET 1956
 ME0128  PID         -  ME0128
 ME0128  STATE/COUNTY-  IN/ST JOSEPH
 ME0128  USGS QUAD   -  SOUTH BEND WEST (1986)
 ME0128
 ME0128                         *CURRENT SURVEY CONTROL
 ME0128  ___________________________________________________________________
 ME0128* NAD 83(1986)-  41 38 49.     (N)    086 19 18.     (W)     SCALED    
 ME0128* NAVD 88     -       217.11   (meters)     712.3    (feet)  RESET     
 ME0128  ___________________________________________________________________
 ME0128  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 ME0128
 ME0128  VERT ORDER  -  THIRD
 ME0128
 ME0128.The horizontal coordinates were scaled from a topographic map and have
 ME0128.an estimated accuracy of +/- 6 seconds.
 ME0128
 ME0128.The orthometric height was computed from unverified reset data.
 ME0128.No vertical observational check was made to the station.
 ME0128
 ME0128.The geoid height was determined by GEOID03.
 ME0128
 ME0128;                    North         East    Units  Estimated Accuracy
 ME0128;SPC IN E     -   710,610.       45,440.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0128.See file dsdata.txt to determine how the superseded data were derived.
 ME0128
 ME0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM564108(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0128
 ME0128  HISTORY     - Date     Condition        Report By
 ME0128  HISTORY     - 1956     MONUMENTED       INHD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1155 ***********************************************************************
 JZ1155  DESIGNATION -  M 230
 JZ1155  PID         -  JZ1155
 JZ1155  STATE/COUNTY-  IN/WAYNE
 JZ1155  USGS QUAD   -  FOUNTAIN CITY (1960)
 JZ1155
 JZ1155                         *CURRENT SURVEY CONTROL
 JZ1155  ___________________________________________________________________
 JZ1155* NAD 83(1986)-  39 57 16.     (N)    084 57 31.     (W)     SCALED    
 JZ1155* NAVD 88     -       350.547  (meters)    1150.09   (feet)  ADJUSTED  
 JZ1155  ___________________________________________________________________
 JZ1155  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JZ1155  DYNAMIC HT  -         350.348 (meters)    1149.43  (feet)  COMP
 JZ1155  MODELED GRAV-     980,048.3   (mgal)                       NAVD 88
 JZ1155
 JZ1155  VERT ORDER  -  SECOND    CLASS 0
 JZ1155
 JZ1155.The horizontal coordinates were scaled from a topographic map and have
 JZ1155.an estimated accuracy of +/- 6 seconds.
 JZ1155
 JZ1155.The orthometric height was determined by differential leveling
 JZ1155.and adjusted by the National Geodetic Survey in June 1991..
 JZ1155
 JZ1155.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1155.See file dsdata.txt to determine how the superseded data were derived.
 JZ1155
 JZ1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK743246(NAD 83)
 JZ1155_MARKER: DB = BENCH MARK DISK
 JZ1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1155_STAMPING: M 230 1947
 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 = OCTOBER  6, 2006
 LA1063 ***********************************************************************
 LA1063  DESIGNATION -  M 231
 LA1063  PID         -  LA1063
 LA1063  STATE/COUNTY-  IN/JAY
 LA1063  USGS QUAD   -  RIDGEVILLE (1994)
 LA1063
 LA1063                         *CURRENT SURVEY CONTROL
 LA1063  ___________________________________________________________________
 LA1063* NAD 83(1986)-  40 19 19.     (N)    085 05 35.     (W)     SCALED    
 LA1063* NAVD 88     -       301.122  (meters)     987.93   (feet)  ADJUSTED  
 LA1063  ___________________________________________________________________
 LA1063  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 LA1063  DYNAMIC HT  -         300.967 (meters)     987.42  (feet)  COMP
 LA1063  MODELED GRAV-     980,101.2   (mgal)                       NAVD 88
 LA1063
 LA1063  VERT ORDER  -  SECOND    CLASS 0
 LA1063
 LA1063.The horizontal coordinates were scaled from a topographic map and have
 LA1063.an estimated accuracy of +/- 6 seconds.
 LA1063
 LA1063.The orthometric height was determined by differential leveling
 LA1063.and adjusted by the National Geodetic Survey in June 1991..
 LA1063
 LA1063.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1063.See file dsdata.txt to determine how the superseded data were derived.
 LA1063
 LA1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK620652(NAD 83)
 LA1063_MARKER: DB = BENCH MARK DISK
 LA1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1063_STAMPING: M 231 1947
 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 = OCTOBER  6, 2006
 LA0405 ***********************************************************************
 LA0405  DESIGNATION -  M 232
 LA0405  PID         -  LA0405
 LA0405  STATE/COUNTY-  IN/RANDOLPH
 LA0405  USGS QUAD   -  DEERFIELD (1992)
 LA0405
 LA0405                         *CURRENT SURVEY CONTROL
 LA0405  ___________________________________________________________________
 LA0405* NAD 83(1986)-  40 15 53.     (N)    084 58 34.     (W)     SCALED    
 LA0405* NAVD 88     -       306.971  (meters)    1007.12   (feet)  ADJUSTED  
 LA0405  ___________________________________________________________________
 LA0405  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 LA0405  DYNAMIC HT  -         306.811 (meters)    1006.60  (feet)  COMP
 LA0405  MODELED GRAV-     980,097.9   (mgal)                       NAVD 88
 LA0405
 LA0405  VERT ORDER  -  SECOND    CLASS 0
 LA0405
 LA0405.The horizontal coordinates were scaled from a topographic map and have
 LA0405.an estimated accuracy of +/- 6 seconds.
 LA0405
 LA0405.The orthometric height was determined by differential leveling
 LA0405.and adjusted by the National Geodetic Survey in June 1991..
 LA0405
 LA0405.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0405.See file dsdata.txt to determine how the superseded data were derived.
 LA0405
 LA0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK720591(NAD 83)
 LA0405_MARKER: DB = BENCH MARK DISK
 LA0405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0405_SP_SET: CULVERT
 LA0405_STAMPING: M 232 1947
 LA0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0405
 LA0405  HISTORY     - Date     Condition        Report By
 LA0405  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0406 ***********************************************************************
 LA0406  DESIGNATION -  M 232 RESET 1965
 LA0406  PID         -  LA0406
 LA0406  STATE/COUNTY-  IN/RANDOLPH
 LA0406  USGS QUAD   -  DEERFIELD (1992)
 LA0406
 LA0406                         *CURRENT SURVEY CONTROL
 LA0406  ___________________________________________________________________
 LA0406* NAD 83(1986)-  40 15 53.     (N)    084 58 34.     (W)     SCALED    
 LA0406* NAVD 88     -       306.99   (meters)    1007.2    (feet)  RESET     
 LA0406  ___________________________________________________________________
 LA0406  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 LA0406
 LA0406  VERT ORDER  -  THIRD
 LA0406
 LA0406.The horizontal coordinates were scaled from a topographic map and have
 LA0406.an estimated accuracy of +/- 6 seconds.
 LA0406
 LA0406.The orthometric height was computed from unverified reset data.
 LA0406
 LA0406.The geoid height was determined by GEOID03.
 LA0406
 LA0406;                    North         East    Units  Estimated Accuracy
 LA0406;SPC IN E     -   557,140.      158,740.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0406.See file dsdata.txt to determine how the superseded data were derived.
 LA0406
 LA0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK720591(NAD 83)
 LA0406_MARKER: DD = SURVEY DISK
 LA0406_SETTING: 0 = UNSPECIFIED SETTING
 LA0406_STAMPING: M 232 RESET 1965
 LA0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0406
 LA0406  HISTORY     - Date     Condition        Report By
 LA0406  HISTORY     - 1965     MONUMENTED       INHD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1817 ***********************************************************************
 ME1817  DESIGNATION -  M 233
 ME1817  PID         -  ME1817
 ME1817  STATE/COUNTY-  IN/LAKE
 ME1817  USGS QUAD   -  CALUMET CITY (1991)
 ME1817
 ME1817                         *CURRENT SURVEY CONTROL
 ME1817  ___________________________________________________________________
 ME1817* NAD 83(1986)-  41 37 08.     (N)    087 30 28.     (W)     SCALED    
 ME1817* NAVD 88     -       180.038  (meters)     590.67   (feet)  ADJUSTED  
 ME1817  ___________________________________________________________________
 ME1817  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 ME1817  DYNAMIC HT  -         179.972 (meters)     590.46  (feet)  COMP
 ME1817  MODELED GRAV-     980,252.9   (mgal)                       NAVD 88
 ME1817
 ME1817  VERT ORDER  -  FIRST     CLASS II
 ME1817
 ME1817.The horizontal coordinates were scaled from a topographic map and have
 ME1817.an estimated accuracy of +/- 6 seconds.
 ME1817
 ME1817.The orthometric height was determined by differential leveling
 ME1817.and adjusted by the National Geodetic Survey in June 1991..
 ME1817
 ME1817.The geoid height was determined by GEOID03.
 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     -   707,380.      864,630.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1817.See file dsdata.txt to determine how the superseded data were derived.
 ME1817
 ME1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM576075(NAD 83)
 ME1817_MARKER: DB = BENCH MARK DISK
 ME1817_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1817_SP_SET: BUILDING
 ME1817_STAMPING: M 233 1947
 ME1817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1817
 ME1817  HISTORY     - Date     Condition        Report By
 ME1817  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1183 ***********************************************************************
 LA1183  DESIGNATION -  M 234
 LA1183  PID         -  LA1183
 LA1183  STATE/COUNTY-  IN/BLACKFORD
 LA1183  USGS QUAD   -  HARTFORD CITY EAST (1994)
 LA1183
 LA1183                         *CURRENT SURVEY CONTROL
 LA1183  ___________________________________________________________________
 LA1183* NAD 83(1986)-  40 26 09.     (N)    085 22 14.     (W)     SCALED    
 LA1183* NAVD 88     -       269.149  (meters)     883.03   (feet)  ADJUSTED  
 LA1183  ___________________________________________________________________
 LA1183  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 LA1183  DYNAMIC HT  -         269.013 (meters)     882.59  (feet)  COMP
 LA1183  MODELED GRAV-     980,109.8   (mgal)                       NAVD 88
 LA1183
 LA1183  VERT ORDER  -  SECOND    CLASS 0
 LA1183
 LA1183.The horizontal coordinates were scaled from a topographic map and have
 LA1183.an estimated accuracy of +/- 6 seconds.
 LA1183
 LA1183.The orthometric height was determined by differential leveling
 LA1183.and adjusted by the National Geodetic Survey in June 1991..
 LA1183
 LA1183.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1183.See file dsdata.txt to determine how the superseded data were derived.
 LA1183
 LA1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK382774(NAD 83)
 LA1183_MARKER: DB = BENCH MARK DISK
 LA1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1183_STAMPING: M 234 1947
 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 = OCTOBER  6, 2006
 JZ2356 ***********************************************************************
 JZ2356  DESIGNATION -  M 235
 JZ2356  PID         -  JZ2356
 JZ2356  STATE/COUNTY-  IN/MARION
 JZ2356  USGS QUAD   -  CUMBERLAND (1988)
 JZ2356
 JZ2356                         *CURRENT SURVEY CONTROL
 JZ2356  ___________________________________________________________________
 JZ2356* NAD 83(1986)-  39 51 19.     (N)    085 59 57.     (W)     SCALED    
 JZ2356* NAVD 88     -       262.431  (meters)     860.99   (feet)  ADJUSTED  
 JZ2356  ___________________________________________________________________
 JZ2356  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JZ2356  DYNAMIC HT  -         262.284 (meters)     860.51  (feet)  COMP
 JZ2356  MODELED GRAV-     980,057.8   (mgal)                       NAVD 88
 JZ2356
 JZ2356  VERT ORDER  -  FIRST     CLASS II
 JZ2356
 JZ2356.The horizontal coordinates were scaled from a topographic map and have
 JZ2356.an estimated accuracy of +/- 6 seconds.
 JZ2356
 JZ2356.The orthometric height was determined by differential leveling
 JZ2356.and adjusted by the National Geodetic Survey in June 1991..
 JZ2356
 JZ2356.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2356.See file dsdata.txt to determine how the superseded data were derived.
 JZ2356
 JZ2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK856121(NAD 83)
 JZ2356_MARKER: DB = BENCH MARK DISK
 JZ2356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2356_STAMPING: M 235 1947
 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 = OCTOBER  6, 2006
 JZ2317 ***********************************************************************
 JZ2317  DESIGNATION -  M 236
 JZ2317  PID         -  JZ2317
 JZ2317  STATE/COUNTY-  IN/HAMILTON
 JZ2317  USGS QUAD   -  MC CORDSVILLE (1984)
 JZ2317
 JZ2317                         *CURRENT SURVEY CONTROL
 JZ2317  ___________________________________________________________________
 JZ2317* NAD 83(1986)-  39 58 22.     (N)    085 52 50.     (W)     SCALED    
 JZ2317* NAVD 88     -       257.445  (meters)     844.63   (feet)  ADJUSTED  
 JZ2317  ___________________________________________________________________
 JZ2317  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ2317  DYNAMIC HT  -         257.303 (meters)     844.17  (feet)  COMP
 JZ2317  MODELED GRAV-     980,067.1   (mgal)                       NAVD 88
 JZ2317
 JZ2317  VERT ORDER  -  SECOND    CLASS 0
 JZ2317
 JZ2317.The horizontal coordinates were scaled from a topographic map and have
 JZ2317.an estimated accuracy of +/- 6 seconds.
 JZ2317
 JZ2317.The orthometric height was determined by differential leveling
 JZ2317.and adjusted by the National Geodetic Survey in June 1991..
 JZ2317
 JZ2317.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2317.See file dsdata.txt to determine how the superseded data were derived.
 JZ2317
 JZ2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK955253(NAD 83)
 JZ2317_MARKER: DB = BENCH MARK DISK
 JZ2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2317_SP_SET: CONCRETE POST
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2315 ***********************************************************************
 JZ2315  DESIGNATION -  M 237
 JZ2315  PID         -  JZ2315
 JZ2315  STATE/COUNTY-  IN/HAMILTON
 JZ2315  USGS QUAD   -  MC CORDSVILLE (1984)
 JZ2315
 JZ2315                         *CURRENT SURVEY CONTROL
 JZ2315  ___________________________________________________________________
 JZ2315* NAD 83(1986)-  39 59 12.     (N)    085 59 39.     (W)     SCALED    
 JZ2315* NAVD 88     -       249.906  (meters)     819.90   (feet)  ADJUSTED  
 JZ2315  ___________________________________________________________________
 JZ2315  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ2315  DYNAMIC HT  -         249.769 (meters)     819.45  (feet)  COMP
 JZ2315  MODELED GRAV-     980,070.4   (mgal)                       NAVD 88
 JZ2315
 JZ2315  VERT ORDER  -  SECOND    CLASS 0
 JZ2315
 JZ2315.The horizontal coordinates were scaled from a topographic map and have
 JZ2315.an estimated accuracy of +/- 6 seconds.
 JZ2315
 JZ2315.The orthometric height was determined by differential leveling
 JZ2315.and adjusted by the National Geodetic Survey in June 1991..
 JZ2315
 JZ2315.The geoid height was determined by GEOID03.
 JZ2315
 JZ2315.The dynamic height is computed by dividing the NAVD 88
 JZ2315.geopotential number by the normal gravity value computed on the
 JZ2315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2315.degrees latitude (g = 980.6199 gals.).
 JZ2315
 JZ2315.The modeled gravity was interpolated from observed gravity values.
 JZ2315
 JZ2315;                    North         East    Units  Estimated Accuracy
 JZ2315;SPC IN E     -   526,090.       72,030.      MT  (+/- 180 meters Scaled)
 JZ2315
 JZ2315                          SUPERSEDED SURVEY CONTROL
 JZ2315
 JZ2315  NGVD 29 (??/??/92)  250.036  (m)          820.33   (f) ADJ UNCH    2 0
 JZ2315
 JZ2315.Superseded values are not recommended for survey control.
 JZ2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2315.See file dsdata.txt to determine how the superseded data were derived.
 JZ2315
 JZ2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK858267(NAD 83)
 JZ2315_MARKER: DB = BENCH MARK DISK
 JZ2315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2315_STAMPING: M 237 1947
 JZ2315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2315+STABILITY: SURFACE MOTION
 JZ2315
 JZ2315  HISTORY     - Date     Condition        Report By
 JZ2315  HISTORY     - 1947     MONUMENTED       CGS
 JZ2315  HISTORY     - 19950929 MARK NOT FOUND   USPSQD
 JZ2315
 JZ2315                          STATION DESCRIPTION
 JZ2315
 JZ2315'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2315'3.2 MI NE FROM FISHERS.
 JZ2315'ABOUT 1.15 MILES EAST ALONG A BLACK TOP ROAD FROM THE POST
 JZ2315'OFFICE AT FISHERS, THENCE ABOUT 2.0 MILES NORTH ALONG A BLACK
 JZ2315'TOP ROAD, AT THE W.S. WEAVER FARM, 145 FEET SOUTH OF THE CENTER
 JZ2315'LINE OF THE DRIVE INTO THE FARM, 12.5 FEET NORTH OF A TELEPHONE
 JZ2315'POLE, 16 FEET EAST OF THE CENTERLINE OF THE ROAD, 37.5 FEET
 JZ2315'SOUTH OF A FENCE CORNER, 1.5 FEET WEST OF THE FENCE LINE, 2 FEET
 JZ2315'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 JZ2315'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JZ2315
 JZ2315                          STATION RECOVERY (1995)
 JZ2315
 JZ2315'RECOVERY NOTE BY US POWER SQUADRON 1995
 JZ2315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2479 ***********************************************************************
 JZ2479  DESIGNATION -  M 238
 JZ2479  PID         -  JZ2479
 JZ2479  STATE/COUNTY-  IN/MARION
 JZ2479  USGS QUAD   -  ACTON (1981)
 JZ2479
 JZ2479                         *CURRENT SURVEY CONTROL
 JZ2479  ___________________________________________________________________
 JZ2479* NAD 83(1986)-  39 40 10.     (N)    085 57 07.     (W)     SCALED    
 JZ2479* NAVD 88     -       242.656  (meters)     796.11   (feet)  ADJUSTED  
 JZ2479  ___________________________________________________________________
 JZ2479  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JZ2479  DYNAMIC HT  -         242.518 (meters)     795.66  (feet)  COMP
 JZ2479  MODELED GRAV-     980,051.4   (mgal)                       NAVD 88
 JZ2479
 JZ2479  VERT ORDER  -  FIRST     CLASS II
 JZ2479
 JZ2479.The horizontal coordinates were scaled from a topographic map and have
 JZ2479.an estimated accuracy of +/- 6 seconds.
 JZ2479
 JZ2479.The orthometric height was determined by differential leveling
 JZ2479.and adjusted by the National Geodetic Survey in June 1991..
 JZ2479
 JZ2479.The geoid height was determined by GEOID03.
 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     -   490,860.       75,520.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2479.See file dsdata.txt to determine how the superseded data were derived.
 JZ2479
 JZ2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ898915(NAD 83)
 JZ2479_MARKER: DB = BENCH MARK DISK
 JZ2479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2479_SP_SET: CONCRETE POST
 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
 JZ2479  HISTORY     - Date     Condition        Report By
 JZ2479  HISTORY     - 1947     MONUMENTED       CGS
 JZ2479  HISTORY     - 1973     GOOD             NGS
 JZ2479  HISTORY     - 1986     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2581 ***********************************************************************
 JZ2581  DESIGNATION -  M 239
 JZ2581  PID         -  JZ2581
 JZ2581  STATE/COUNTY-  IN/SHELBY
 JZ2581  USGS QUAD   -  FOUNTAINTOWN (1952)
 JZ2581
 JZ2581                         *CURRENT SURVEY CONTROL
 JZ2581  ___________________________________________________________________
 JZ2581* NAD 83(1986)-  39 41 15.     (N)    085 45 15.     (W)     SCALED    
 JZ2581* NAVD 88     -       259.415  (meters)     851.10   (feet)  ADJUSTED  
 JZ2581  ___________________________________________________________________
 JZ2581  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JZ2581  DYNAMIC HT  -         259.264 (meters)     850.60  (feet)  COMP
 JZ2581  MODELED GRAV-     980,040.7   (mgal)                       NAVD 88
 JZ2581
 JZ2581  VERT ORDER  -  SECOND    CLASS 0
 JZ2581
 JZ2581.The horizontal coordinates were scaled from a topographic map and have
 JZ2581.an estimated accuracy of +/- 6 seconds.
 JZ2581
 JZ2581.The orthometric height was determined by differential leveling
 JZ2581.and adjusted by the National Geodetic Survey in June 1991..
 JZ2581
 JZ2581.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2581.See file dsdata.txt to determine how the superseded data were derived.
 JZ2581
 JZ2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ068938(NAD 83)
 JZ2581_MARKER: DB = BENCH MARK DISK
 JZ2581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2581_STAMPING: M 239 1947
 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 = OCTOBER  6, 2006
 JZ2441 ***********************************************************************
 JZ2441  DESIGNATION -  M 240
 JZ2441  PID         -  JZ2441
 JZ2441  STATE/COUNTY-  IN/MADISON
 JZ2441  USGS QUAD   -  PENDLETON (1966)
 JZ2441
 JZ2441                         *CURRENT SURVEY CONTROL
 JZ2441  ___________________________________________________________________
 JZ2441* NAD 83(1986)-  39 58 28.     (N)    085 43 46.     (W)     SCALED    
 JZ2441* NAVD 88     -       265.653  (meters)     871.56   (feet)  ADJUSTED  
 JZ2441  ___________________________________________________________________
 JZ2441  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ2441  DYNAMIC HT  -         265.506 (meters)     871.08  (feet)  COMP
 JZ2441  MODELED GRAV-     980,065.2   (mgal)                       NAVD 88
 JZ2441
 JZ2441  VERT ORDER  -  SECOND    CLASS 0
 JZ2441
 JZ2441.The horizontal coordinates were scaled from a topographic map and have
 JZ2441.an estimated accuracy of +/- 6 seconds.
 JZ2441
 JZ2441.The orthometric height was determined by differential leveling
 JZ2441.and adjusted by the National Geodetic Survey in June 1991..
 JZ2441
 JZ2441.The geoid height was determined by GEOID03.
 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     -   524,680.       94,640.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2441.See file dsdata.txt to determine how the superseded data were derived.
 JZ2441
 JZ2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK084256(NAD 83)
 JZ2441_MARKER: DB = BENCH MARK DISK
 JZ2441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2441_STAMPING: M 240 1947
 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
 JZ2441' 
 JZ2441' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2447 ***********************************************************************
 JZ2447  DESIGNATION -  M 241
 JZ2447  PID         -  JZ2447
 JZ2447  STATE/COUNTY-  IN/HANCOCK
 JZ2447  USGS QUAD   -  INGALLS (1981)
 JZ2447
 JZ2447                         *CURRENT SURVEY CONTROL
 JZ2447  ___________________________________________________________________
 JZ2447* NAD 83(1986)-  39 54 00.     (N)    085 49 41.     (W)     SCALED    
 JZ2447* NAVD 88     -       265.336  (meters)     870.52   (feet)  ADJUSTED  
 JZ2447  ___________________________________________________________________
 JZ2447  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JZ2447  DYNAMIC HT  -         265.187 (meters)     870.03  (feet)  COMP
 JZ2447  MODELED GRAV-     980,056.6   (mgal)                       NAVD 88
 JZ2447
 JZ2447  VERT ORDER  -  SECOND    CLASS 0
 JZ2447
 JZ2447.The horizontal coordinates were scaled from a topographic map and have
 JZ2447.an estimated accuracy of +/- 6 seconds.
 JZ2447
 JZ2447.The orthometric height was determined by differential leveling
 JZ2447.and adjusted by the National Geodetic Survey in June 1991..
 JZ2447
 JZ2447.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2447.See file dsdata.txt to determine how the superseded data were derived.
 JZ2447
 JZ2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK001173(NAD 83)
 JZ2447_MARKER: DB = BENCH MARK DISK
 JZ2447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2447_STAMPING: M 241 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2542 ***********************************************************************
 JZ2542  DESIGNATION -  M 242
 JZ2542  PID         -  JZ2542
 JZ2542  STATE/COUNTY-  IN/HANCOCK
 JZ2542  USGS QUAD   -  MORRISTOWN (1956)
 JZ2542
 JZ2542                         *CURRENT SURVEY CONTROL
 JZ2542  ___________________________________________________________________
 JZ2542* NAD 83(1986)-  39 44 33.     (N)    085 41 17.     (W)     SCALED    
 JZ2542* NAVD 88     -       277.586  (meters)     910.71   (feet)  ADJUSTED  
 JZ2542  ___________________________________________________________________
 JZ2542  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JZ2542  DYNAMIC HT  -         277.426 (meters)     910.19  (feet)  COMP
 JZ2542  MODELED GRAV-     980,042.5   (mgal)                       NAVD 88
 JZ2542
 JZ2542  VERT ORDER  -  SECOND    CLASS 0
 JZ2542
 JZ2542.The horizontal coordinates were scaled from a topographic map and have
 JZ2542.an estimated accuracy of +/- 6 seconds.
 JZ2542
 JZ2542.The orthometric height was determined by differential leveling
 JZ2542.and adjusted by the National Geodetic Survey in June 1991..
 JZ2542
 JZ2542.The geoid height was determined by GEOID03.
 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     -   498,930.       98,170.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2542.See file dsdata.txt to determine how the superseded data were derived.
 JZ2542
 JZ2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK124000(NAD 83)
 JZ2542_MARKER: DB = BENCH MARK DISK
 JZ2542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2542_STAMPING: M 242 1947
 JZ2542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2542+STABILITY: SURFACE MOTION
 JZ2542
 JZ2542  HISTORY     - Date     Condition        Report By
 JZ2542  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2590 ***********************************************************************
 JZ2590  DESIGNATION -  M 244
 JZ2590  PID         -  JZ2590
 JZ2590  STATE/COUNTY-  IN/SHELBY
 JZ2590  USGS QUAD   -  MORRISTOWN (1956)
 JZ2590
 JZ2590                         *CURRENT SURVEY CONTROL
 JZ2590  ___________________________________________________________________
 JZ2590* NAD 83(1986)-  39 41 53.     (N)    085 40 15.     (W)     SCALED    
 JZ2590* NAVD 88     -       270.056  (meters)     886.01   (feet)  ADJUSTED  
 JZ2590  ___________________________________________________________________
 JZ2590  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ2590  DYNAMIC HT  -         269.900 (meters)     885.50  (feet)  COMP
 JZ2590  MODELED GRAV-     980,039.1   (mgal)                       NAVD 88
 JZ2590
 JZ2590  VERT ORDER  -  SECOND    CLASS 0
 JZ2590
 JZ2590.The horizontal coordinates were scaled from a topographic map and have
 JZ2590.an estimated accuracy of +/- 6 seconds.
 JZ2590
 JZ2590.The orthometric height was determined by differential leveling
 JZ2590.and adjusted by the National Geodetic Survey in June 1991..
 JZ2590
 JZ2590.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2590.See file dsdata.txt to determine how the superseded data were derived.
 JZ2590
 JZ2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ139950(NAD 83)
 JZ2590_MARKER: DB = BENCH MARK DISK
 JZ2590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2590_STAMPING: M 244 1947
 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 = OCTOBER  6, 2006
 JZ2416 ***********************************************************************
 JZ2416  DESIGNATION -  M 245
 JZ2416  PID         -  JZ2416
 JZ2416  STATE/COUNTY-  IN/SHELBY
 JZ2416  USGS QUAD   -  RAYS CROSSING (1993)
 JZ2416
 JZ2416                         *CURRENT SURVEY CONTROL
 JZ2416  ___________________________________________________________________
 JZ2416* NAD 83(1986)-  39 32 23.     (N)    085 43 18.     (W)     SCALED    
 JZ2416* NAVD 88     -       248.357  (meters)     814.82   (feet)  ADJUSTED  
 JZ2416  ___________________________________________________________________
 JZ2416  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ2416  DYNAMIC HT  -         248.210 (meters)     814.34  (feet)  COMP
 JZ2416  MODELED GRAV-     980,029.1   (mgal)                       NAVD 88
 JZ2416
 JZ2416  VERT ORDER  -  SECOND    CLASS 0
 JZ2416
 JZ2416.The horizontal coordinates were scaled from a topographic map and have
 JZ2416.an estimated accuracy of +/- 6 seconds.
 JZ2416
 JZ2416.The orthometric height was determined by differential leveling
 JZ2416.and adjusted by the National Geodetic Survey in June 1991..
 JZ2416
 JZ2416.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2416.See file dsdata.txt to determine how the superseded data were derived.
 JZ2416
 JZ2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ098774(NAD 83)
 JZ2416_MARKER: DB = BENCH MARK DISK
 JZ2416_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2416_SP_SET: BUILDING
 JZ2416_STAMPING: M 245 1947
 JZ2416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2416
 JZ2416  HISTORY     - Date     Condition        Report By
 JZ2416  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1103 ***********************************************************************
 LA1103  DESIGNATION -  M 246
 LA1103  PID         -  LA1103
 LA1103  STATE/COUNTY-  IN/RANDOLPH
 LA1103  USGS QUAD   -  CARLOS (1994)
 LA1103
 LA1103                         *CURRENT SURVEY CONTROL
 LA1103  ___________________________________________________________________
 LA1103* NAD 83(1986)-  40 05 31.     (N)    085 06 34.     (W)     SCALED    
 LA1103* NAVD 88     -       344.642  (meters)    1130.71   (feet)  ADJUSTED  
 LA1103  ___________________________________________________________________
 LA1103  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 LA1103  DYNAMIC HT  -         344.455 (meters)    1130.10  (feet)  COMP
 LA1103  MODELED GRAV-     980,073.5   (mgal)                       NAVD 88
 LA1103
 LA1103  VERT ORDER  -  SECOND    CLASS 0
 LA1103
 LA1103.The horizontal coordinates were scaled from a topographic map and have
 LA1103.an estimated accuracy of +/- 6 seconds.
 LA1103
 LA1103.The orthometric height was determined by differential leveling
 LA1103.and adjusted by the National Geodetic Survey in June 1991..
 LA1103
 LA1103.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1103.See file dsdata.txt to determine how the superseded data were derived.
 LA1103
 LA1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK611396(NAD 83)
 LA1103_MARKER: DB = BENCH MARK DISK
 LA1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1103_STAMPING: M 246 1947
 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 = OCTOBER  6, 2006
 LA1127 ***********************************************************************
 LA1127  DESIGNATION -  M 247
 LA1127  PID         -  LA1127
 LA1127  STATE/COUNTY-  IN/HENRY
 LA1127  USGS QUAD   -  SULPHUR SPRINGS (1994)
 LA1127
 LA1127                         *CURRENT SURVEY CONTROL
 LA1127  ___________________________________________________________________
 LA1127* NAD 83(1986)-  40 02 50.     (N)    085 25 21.     (W)     SCALED    
 LA1127* NAVD 88     -       316.944  (meters)    1039.84   (feet)  ADJUSTED  
 LA1127  ___________________________________________________________________
 LA1127  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 LA1127  DYNAMIC HT  -         316.772 (meters)    1039.28  (feet)  COMP
 LA1127  MODELED GRAV-     980,073.2   (mgal)                       NAVD 88
 LA1127
 LA1127  VERT ORDER  -  SECOND    CLASS 0
 LA1127
 LA1127.The horizontal coordinates were scaled from a topographic map and have
 LA1127.an estimated accuracy of +/- 6 seconds.
 LA1127
 LA1127.The orthometric height was determined by differential leveling
 LA1127.and adjusted by the National Geodetic Survey in June 1991..
 LA1127
 LA1127.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1127.See file dsdata.txt to determine how the superseded data were derived.
 LA1127
 LA1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK345341(NAD 83)
 LA1127_MARKER: DB = BENCH MARK DISK
 LA1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1127_STAMPING: M 247 1947
 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 = OCTOBER  6, 2006
 JZ1688 ***********************************************************************
 JZ1688  DESIGNATION -  M 248
 JZ1688  PID         -  JZ1688
 JZ1688  STATE/COUNTY-  IN/HENRY
 JZ1688  USGS QUAD   -  NEW CASTLE WEST (1981)
 JZ1688
 JZ1688                         *CURRENT SURVEY CONTROL
 JZ1688  ___________________________________________________________________
 JZ1688* NAD 83(1986)-  39 57 39.     (N)    085 28 54.     (W)     SCALED    
 JZ1688* NAVD 88     -       328.449  (meters)    1077.59   (feet)  ADJUSTED  
 JZ1688  ___________________________________________________________________
 JZ1688  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JZ1688  DYNAMIC HT  -         328.267 (meters)    1076.99  (feet)  COMP
 JZ1688  MODELED GRAV-     980,061.6   (mgal)                       NAVD 88
 JZ1688
 JZ1688  VERT ORDER  -  SECOND    CLASS 0
 JZ1688
 JZ1688.The horizontal coordinates were scaled from a topographic map and have
 JZ1688.an estimated accuracy of +/- 6 seconds.
 JZ1688
 JZ1688.The orthometric height was determined by differential leveling
 JZ1688.and adjusted by the National Geodetic Survey in June 1991..
 JZ1688
 JZ1688.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1688.See file dsdata.txt to determine how the superseded data were derived.
 JZ1688
 JZ1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK296245(NAD 83)
 JZ1688_MARKER: DB = BENCH MARK DISK
 JZ1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1688_STAMPING: M 248 1947
 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 = OCTOBER  6, 2006
 LA1138 ***********************************************************************
 LA1138  DESIGNATION -  M 249
 LA1138  PID         -  LA1138
 LA1138  STATE/COUNTY-  IN/DELAWARE
 LA1138  USGS QUAD   -  MODOC (1969)
 LA1138
 LA1138                         *CURRENT SURVEY CONTROL
 LA1138  ___________________________________________________________________
 LA1138* NAD 83(1986)-  40 04 36.     (N)    085 14 16.     (W)     SCALED    
 LA1138* NAVD 88     -       329.576  (meters)    1081.28   (feet)  ADJUSTED  
 LA1138  ___________________________________________________________________
 LA1138  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 LA1138  DYNAMIC HT  -         329.397 (meters)    1080.70  (feet)  COMP
 LA1138  MODELED GRAV-     980,072.3   (mgal)                       NAVD 88
 LA1138
 LA1138  VERT ORDER  -  SECOND    CLASS 0
 LA1138
 LA1138.The horizontal coordinates were scaled from a topographic map and have
 LA1138.an estimated accuracy of +/- 6 seconds.
 LA1138
 LA1138.The orthometric height was determined by differential leveling
 LA1138.and adjusted by the National Geodetic Survey in June 1991..
 LA1138
 LA1138.The geoid height was determined by GEOID03.
 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     -   536,120.      136,580.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1138.See file dsdata.txt to determine how the superseded data were derived.
 LA1138
 LA1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK502377(NAD 83)
 LA1138_MARKER: DB = BENCH MARK DISK
 LA1138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1138_SP_SET: CULVERT
 LA1138_STAMPING: M 249 1947
 LA1138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1432 ***********************************************************************
 LA1432  DESIGNATION -  M 250
 LA1432  PID         -  LA1432
 LA1432  STATE/COUNTY-  IN/MADISON
 LA1432  USGS QUAD   -  LAPEL (1994)
 LA1432
 LA1432                         *CURRENT SURVEY CONTROL
 LA1432  ___________________________________________________________________
 LA1432* NAD 83(1986)-  40 05 03.     (N)    085 46 05.     (W)     SCALED    
 LA1432* NAVD 88     -       265.346  (meters)     870.56   (feet)  ADJUSTED  
 LA1432  ___________________________________________________________________
 LA1432  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 LA1432  DYNAMIC HT  -         265.201 (meters)     870.08  (feet)  COMP
 LA1432  MODELED GRAV-     980,072.0   (mgal)                       NAVD 88
 LA1432
 LA1432  VERT ORDER  -  SECOND    CLASS 0
 LA1432
 LA1432.The horizontal coordinates were scaled from a topographic map and have
 LA1432.an estimated accuracy of +/- 6 seconds.
 LA1432
 LA1432.The orthometric height was determined by differential leveling
 LA1432.and adjusted by the National Geodetic Survey in June 1991..
 LA1432
 LA1432.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1432.See file dsdata.txt to determine how the superseded data were derived.
 LA1432
 LA1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK050378(NAD 83)
 LA1432_MARKER: DB = BENCH MARK DISK
 LA1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1432_STAMPING: M 250 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1634 ***********************************************************************
 JZ1634  DESIGNATION -  M 251
 JZ1634  PID         -  JZ1634
 JZ1634  STATE/COUNTY-  IN/HENRY
 JZ1634  USGS QUAD   -  DUNREITH (1983)
 JZ1634
 JZ1634                         *CURRENT SURVEY CONTROL
 JZ1634  ___________________________________________________________________
 JZ1634* NAD 83(1986)-  39 48 15.     (N)    085 26 04.     (W)     SCALED    
 JZ1634* NAVD 88     -       315.735  (meters)    1035.87   (feet)  ADJUSTED  
 JZ1634  ___________________________________________________________________
 JZ1634  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JZ1634  DYNAMIC HT  -         315.555 (meters)    1035.28  (feet)  COMP
 JZ1634  MODELED GRAV-     980,045.6   (mgal)                       NAVD 88
 JZ1634
 JZ1634  VERT ORDER  -  SECOND    CLASS 0
 JZ1634
 JZ1634.The horizontal coordinates were scaled from a topographic map and have
 JZ1634.an estimated accuracy of +/- 6 seconds.
 JZ1634
 JZ1634.The orthometric height was determined by differential leveling
 JZ1634.and adjusted by the National Geodetic Survey in June 1991..
 JZ1634
 JZ1634.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1634.See file dsdata.txt to determine how the superseded data were derived.
 JZ1634
 JZ1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK340071(NAD 83)
 JZ1634_MARKER: DB = BENCH MARK DISK
 JZ1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1634_STAMPING: M 251 1947
 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 = OCTOBER  6, 2006
 JZ1633 ***********************************************************************
 JZ1633  DESIGNATION -  M 252
 JZ1633  PID         -  JZ1633
 JZ1633  STATE/COUNTY-  IN/HENRY
 JZ1633  USGS QUAD   -  DUNREITH (1983)
 JZ1633
 JZ1633                         *CURRENT SURVEY CONTROL
 JZ1633  ___________________________________________________________________
 JZ1633* NAD 83(1986)-  39 48 04.     (N)    085 26 47.     (W)     SCALED    
 JZ1633* NAVD 88     -       323.449  (meters)    1061.18   (feet)  ADJUSTED  
 JZ1633  ___________________________________________________________________
 JZ1633  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JZ1633  DYNAMIC HT  -         323.265 (meters)    1060.58  (feet)  COMP
 JZ1633  MODELED GRAV-     980,045.8   (mgal)                       NAVD 88
 JZ1633
 JZ1633  VERT ORDER  -  SECOND    CLASS 0
 JZ1633
 JZ1633.The horizontal coordinates were scaled from a topographic map and have
 JZ1633.an estimated accuracy of +/- 6 seconds.
 JZ1633
 JZ1633.The orthometric height was determined by differential leveling
 JZ1633.and adjusted by the National Geodetic Survey in June 1991..
 JZ1633
 JZ1633.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1633.See file dsdata.txt to determine how the superseded data were derived.
 JZ1633
 JZ1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK330068(NAD 83)
 JZ1633_MARKER: DB = BENCH MARK DISK
 JZ1633_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1633_SP_SET: OVERPASS
 JZ1633_STAMPING: M 252 1947
 JZ1633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1633
 JZ1633  HISTORY     - Date     Condition        Report By
 JZ1633  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1541 ***********************************************************************
 JZ1541  DESIGNATION -  M 253
 JZ1541  PID         -  JZ1541
 JZ1541  STATE/COUNTY-  IN/HENRY
 JZ1541  USGS QUAD   -  LEWISVILLE (1970)
 JZ1541
 JZ1541                         *CURRENT SURVEY CONTROL
 JZ1541  ___________________________________________________________________
 JZ1541* NAD 83(1986)-  39 50 47.     (N)    085 15 45.     (W)     SCALED    
 JZ1541* NAVD 88     -       327.628  (meters)    1074.89   (feet)  ADJUSTED  
 JZ1541  ___________________________________________________________________
 JZ1541  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JZ1541  DYNAMIC HT  -         327.438 (meters)    1074.27  (feet)  COMP
 JZ1541  MODELED GRAV-     980,038.3   (mgal)                       NAVD 88
 JZ1541
 JZ1541  VERT ORDER  -  SECOND    CLASS 0
 JZ1541
 JZ1541.The horizontal coordinates were scaled from a topographic map and have
 JZ1541.an estimated accuracy of +/- 6 seconds.
 JZ1541
 JZ1541.The orthometric height was determined by differential leveling
 JZ1541.and adjusted by the National Geodetic Survey in June 1991..
 JZ1541
 JZ1541.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1541.See file dsdata.txt to determine how the superseded data were derived.
 JZ1541
 JZ1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK486121(NAD 83)
 JZ1541_MARKER: DB = BENCH MARK DISK
 JZ1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1541_STAMPING: M 253 1947
 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 = OCTOBER  6, 2006
 JZ1478 ***********************************************************************
 JZ1478  DESIGNATION -  M 254
 JZ1478  PID         -  JZ1478
 JZ1478  STATE/COUNTY-  IN/WAYNE
 JZ1478  USGS QUAD   -  HAGERSTOWN (1981)
 JZ1478
 JZ1478                         *CURRENT SURVEY CONTROL
 JZ1478  ___________________________________________________________________
 JZ1478* NAD 83(1986)-  39 53 24.     (N)    085 07 52.     (W)     SCALED    
 JZ1478* NAVD 88     -       324.721  (meters)    1065.36   (feet)  ADJUSTED  
 JZ1478  ___________________________________________________________________
 JZ1478  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JZ1478  DYNAMIC HT  -         324.537 (meters)    1064.75  (feet)  COMP
 JZ1478  MODELED GRAV-     980,049.6   (mgal)                       NAVD 88
 JZ1478
 JZ1478  VERT ORDER  -  SECOND    CLASS 0
 JZ1478
 JZ1478.The horizontal coordinates were scaled from a topographic map and have
 JZ1478.an estimated accuracy of +/- 6 seconds.
 JZ1478
 JZ1478.The orthometric height was determined by differential leveling
 JZ1478.and adjusted by the National Geodetic Survey in June 1991..
 JZ1478
 JZ1478.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1478.See file dsdata.txt to determine how the superseded data were derived.
 JZ1478
 JZ1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK597172(NAD 83)
 JZ1478_MARKER: DB = BENCH MARK DISK
 JZ1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1478_STAMPING: M 254 1947
 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 = OCTOBER  6, 2006
 JZ1202 ***********************************************************************
 JZ1202  DESIGNATION -  M 255
 JZ1202  PID         -  JZ1202
 JZ1202  STATE/COUNTY-  IN/WAYNE
 JZ1202  USGS QUAD   -  RICHMOND (1981)
 JZ1202
 JZ1202                         *CURRENT SURVEY CONTROL
 JZ1202  ___________________________________________________________________
 JZ1202* NAD 83(1986)-  39 46 47.     (N)    084 59 47.     (W)     SCALED    
 JZ1202* NAVD 88     -       332.562  (meters)    1091.08   (feet)  ADJUSTED  
 JZ1202  ___________________________________________________________________
 JZ1202  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JZ1202  DYNAMIC HT  -         332.369 (meters)    1090.45  (feet)  COMP
 JZ1202  MODELED GRAV-     980,037.0   (mgal)                       NAVD 88
 JZ1202
 JZ1202  VERT ORDER  -  SECOND    CLASS 0
 JZ1202
 JZ1202.The horizontal coordinates were scaled from a topographic map and have
 JZ1202.an estimated accuracy of +/- 6 seconds.
 JZ1202
 JZ1202.The orthometric height was determined by differential leveling
 JZ1202.and adjusted by the National Geodetic Survey in June 1991..
 JZ1202
 JZ1202.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1202.See file dsdata.txt to determine how the superseded data were derived.
 JZ1202
 JZ1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK715052(NAD 83)
 JZ1202_MARKER: DB = BENCH MARK DISK
 JZ1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1202_STAMPING: M 255 1947
 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 = OCTOBER  6, 2006
 JZ2301 ***********************************************************************
 JZ2301  DESIGNATION -  M 256
 JZ2301  PID         -  JZ2301
 JZ2301  STATE/COUNTY-  IN/DECATUR
 JZ2301  USGS QUAD   -  ADAMS (1993)
 JZ2301
 JZ2301                         *CURRENT SURVEY CONTROL
 JZ2301  ___________________________________________________________________
 JZ2301* NAD 83(1986)-  39 25 50.     (N)    085 37 16.     (W)     SCALED    
 JZ2301* NAVD 88     -       253.193  (meters)     830.68   (feet)  ADJUSTED  
 JZ2301  ___________________________________________________________________
 JZ2301  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ2301  DYNAMIC HT  -         253.038 (meters)     830.18  (feet)  COMP
 JZ2301  MODELED GRAV-     980,011.9   (mgal)                       NAVD 88
 JZ2301
 JZ2301  VERT ORDER  -  FIRST     CLASS II
 JZ2301
 JZ2301.The horizontal coordinates were scaled from a topographic map and have
 JZ2301.an estimated accuracy of +/- 6 seconds.
 JZ2301
 JZ2301.The orthometric height was determined by differential leveling
 JZ2301.and adjusted by the National Geodetic Survey in June 1991..
 JZ2301
 JZ2301.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2301.See file dsdata.txt to determine how the superseded data were derived.
 JZ2301
 JZ2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ186654(NAD 83)
 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 = OCTOBER  6, 2006
 JZ1746 ***********************************************************************
 JZ1746  DESIGNATION -  M 257
 JZ1746  PID         -  JZ1746
 JZ1746  STATE/COUNTY-  IN/RUSH
 JZ1746  USGS QUAD   -  RUSHVILLE (1994)
 JZ1746
 JZ1746                         *CURRENT SURVEY CONTROL
 JZ1746  ___________________________________________________________________
 JZ1746* NAD 83(1986)-  39 31 01.     (N)    085 27 38.     (W)     SCALED    
 JZ1746* NAVD 88     -       301.454  (meters)     989.02   (feet)  ADJUSTED  
 JZ1746  ___________________________________________________________________
 JZ1746  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ1746  DYNAMIC HT  -         301.271 (meters)     988.42  (feet)  COMP
 JZ1746  MODELED GRAV-     980,011.1   (mgal)                       NAVD 88
 JZ1746
 JZ1746  VERT ORDER  -  SECOND    CLASS 0
 JZ1746
 JZ1746.The horizontal coordinates were scaled from a topographic map and have
 JZ1746.an estimated accuracy of +/- 6 seconds.
 JZ1746
 JZ1746.The orthometric height was determined by differential leveling
 JZ1746.and adjusted by the National Geodetic Survey in June 1991..
 JZ1746
 JZ1746.The geoid height was determined by GEOID03.
 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     -   473,910.      117,720.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1746.See file dsdata.txt to determine how the superseded data were derived.
 JZ1746
 JZ1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ323752(NAD 83)
 JZ1746_MARKER: DB = BENCH MARK DISK
 JZ1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1746_STAMPING: M 257 1947
 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 = OCTOBER  6, 2006
 JZ1946 ***********************************************************************
 JZ1946  DESIGNATION -  M 258
 JZ1946  PID         -  JZ1946
 JZ1946  STATE/COUNTY-  IN/DECATUR
 JZ1946  USGS QUAD   -  CLARKSBURG (1993)
 JZ1946
 JZ1946                         *CURRENT SURVEY CONTROL
 JZ1946  ___________________________________________________________________
 JZ1946* NAD 83(1986)-  39 25 58.     (N)    085 21 04.     (W)     SCALED    
 JZ1946* NAVD 88     -       324.543  (meters)    1064.77   (feet)  ADJUSTED  
 JZ1946  ___________________________________________________________________
 JZ1946  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ1946  DYNAMIC HT  -         324.342 (meters)    1064.11  (feet)  COMP
 JZ1946  MODELED GRAV-     980,001.5   (mgal)                       NAVD 88
 JZ1946
 JZ1946  VERT ORDER  -  SECOND    CLASS 0
 JZ1946
 JZ1946.The horizontal coordinates were scaled from a topographic map and have
 JZ1946.an estimated accuracy of +/- 6 seconds.
 JZ1946
 JZ1946.The orthometric height was determined by differential leveling
 JZ1946.and adjusted by the National Geodetic Survey in June 1991..
 JZ1946
 JZ1946.The geoid height was determined by GEOID03.
 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     -   464,590.      127,170.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1946.See file dsdata.txt to determine how the superseded data were derived.
 JZ1946
 JZ1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ419661(NAD 83)
 JZ1946_MARKER: DB = BENCH MARK DISK
 JZ1946_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1946_SP_SET: FOUNDATION
 JZ1946_STAMPING: M 258 1947
 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 = OCTOBER  6, 2006
 JZ1980 ***********************************************************************
 JZ1980  DESIGNATION -  M 259
 JZ1980  PID         -  JZ1980
 JZ1980  STATE/COUNTY-  IN/DECATUR
 JZ1980  USGS QUAD   -  NEW POINT (1993)
 JZ1980
 JZ1980                         *CURRENT SURVEY CONTROL
 JZ1980  ___________________________________________________________________
 JZ1980* NAD 83(1986)-  39 20 29.     (N)    085 19 40.     (W)     SCALED    
 JZ1980* NAVD 88     -       311.130  (meters)    1020.77   (feet)  ADJUSTED  
 JZ1980  ___________________________________________________________________
 JZ1980  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ1980  DYNAMIC HT  -         310.936 (meters)    1020.13  (feet)  COMP
 JZ1980  MODELED GRAV-     979,996.6   (mgal)                       NAVD 88
 JZ1980
 JZ1980  VERT ORDER  -  SECOND    CLASS 0
 JZ1980
 JZ1980.The horizontal coordinates were scaled from a topographic map and have
 JZ1980.an estimated accuracy of +/- 6 seconds.
 JZ1980
 JZ1980.The orthometric height was determined by differential leveling
 JZ1980.and adjusted by the National Geodetic Survey in June 1991..
 JZ1980
 JZ1980.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1980.See file dsdata.txt to determine how the superseded data were derived.
 JZ1980
 JZ1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ441559(NAD 83)
 JZ1980_MARKER: DB = BENCH MARK DISK
 JZ1980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1980_STAMPING: M 259 1947
 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 = OCTOBER  6, 2006
 LB0086 ***********************************************************************
 LB0086  DESIGNATION -  M 26
 LB0086  PID         -  LB0086
 LB0086  STATE/COUNTY-  IN/HOWARD
 LB0086  USGS QUAD   -  GALVESTON (1994)
 LB0086
 LB0086                         *CURRENT SURVEY CONTROL
 LB0086  ___________________________________________________________________
 LB0086* NAD 83(1986)-  40 31 56.     (N)    086 09 18.     (W)     SCALED    
 LB0086* NAVD 88     -       252.501  (meters)     828.41   (feet)  ADJUSTED  
 LB0086  ___________________________________________________________________
 LB0086  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 LB0086  DYNAMIC HT  -         252.372 (meters)     827.99  (feet)  COMP
 LB0086  MODELED GRAV-     980,108.8   (mgal)                       NAVD 88
 LB0086
 LB0086  VERT ORDER  -  SECOND    CLASS 0
 LB0086
 LB0086.The horizontal coordinates were scaled from a topographic map and have
 LB0086.an estimated accuracy of +/- 6 seconds.
 LB0086
 LB0086.The orthometric height was determined by differential leveling
 LB0086.and adjusted by the National Geodetic Survey in June 1991..
 LB0086
 LB0086.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0086.See file dsdata.txt to determine how the superseded data were derived.
 LB0086
 LB0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK715871(NAD 83)
 LB0086_MARKER: DB = BENCH MARK DISK
 LB0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0086_STAMPING: M 26 1934
 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             NGS
 LB0086
 LB0086                          STATION DESCRIPTION
 LB0086
 LB0086'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1969 ***********************************************************************
 JZ1969  DESIGNATION -  M 260
 JZ1969  PID         -  JZ1969
 JZ1969  STATE/COUNTY-  IN/FRANKLIN
 JZ1969  USGS QUAD   -  METAMORA (1993)
 JZ1969
 JZ1969                         *CURRENT SURVEY CONTROL
 JZ1969  ___________________________________________________________________
 JZ1969* NAD 83(1986)-  39 23 35.     (N)    085 12 31.     (W)     SCALED    
 JZ1969* NAVD 88     -       217.954  (meters)     715.07   (feet)  ADJUSTED  
 JZ1969  ___________________________________________________________________
 JZ1969  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ1969  DYNAMIC HT  -         217.820 (meters)     714.63  (feet)  COMP
 JZ1969  MODELED GRAV-     980,007.2   (mgal)                       NAVD 88
 JZ1969
 JZ1969  VERT ORDER  -  SECOND    CLASS 0
 JZ1969
 JZ1969.The horizontal coordinates were scaled from a topographic map and have
 JZ1969.an estimated accuracy of +/- 6 seconds.
 JZ1969
 JZ1969.The orthometric height was determined by differential leveling
 JZ1969.and adjusted by the National Geodetic Survey in June 1991..
 JZ1969
 JZ1969.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1969.See file dsdata.txt to determine how the superseded data were derived.
 JZ1969
 JZ1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ542619(NAD 83)
 JZ1969_MARKER: DB = BENCH MARK DISK
 JZ1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1969_STAMPING: M 260 1947
 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 = OCTOBER  6, 2006
 JZ2003 ***********************************************************************
 JZ2003  DESIGNATION -  M 261
 JZ2003  PID         -  JZ2003
 JZ2003  STATE/COUNTY-  IN/FRANKLIN
 JZ2003  USGS QUAD   -  METAMORA (1993)
 JZ2003
 JZ2003                         *CURRENT SURVEY CONTROL
 JZ2003  ___________________________________________________________________
 JZ2003* NAD 83(1986)-  39 26 55.     (N)    085 10 11.     (W)     SCALED    
 JZ2003* NAVD 88     -       210.116  (meters)     689.36   (feet)  ADJUSTED  
 JZ2003  ___________________________________________________________________
 JZ2003  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ2003  DYNAMIC HT  -         209.988 (meters)     688.94  (feet)  COMP
 JZ2003  MODELED GRAV-     980,012.0   (mgal)                       NAVD 88
 JZ2003
 JZ2003  VERT ORDER  -  SECOND    CLASS 0
 JZ2003
 JZ2003.The horizontal coordinates were scaled from a topographic map and have
 JZ2003.an estimated accuracy of +/- 6 seconds.
 JZ2003
 JZ2003.The orthometric height was determined by differential leveling
 JZ2003.and adjusted by the National Geodetic Survey in June 1991..
 JZ2003
 JZ2003.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2003.See file dsdata.txt to determine how the superseded data were derived.
 JZ2003
 JZ2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ574681(NAD 83)
 JZ2003_MARKER: DB = BENCH MARK DISK
 JZ2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2003_STAMPING: M 261 1947
 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 = OCTOBER  6, 2006
 JZ1987 ***********************************************************************
 JZ1987  DESIGNATION -  M 262
 JZ1987  PID         -  JZ1987
 JZ1987  STATE/COUNTY-  IN/FRANKLIN
 JZ1987  USGS QUAD   -  CLARKSBURG (1993)
 JZ1987
 JZ1987                         *CURRENT SURVEY CONTROL
 JZ1987  ___________________________________________________________________
 JZ1987* NAD 83(1986)-  39 29 36.     (N)    085 16 11.     (W)     SCALED    
 JZ1987* NAVD 88     -       314.809  (meters)    1032.84   (feet)  ADJUSTED  
 JZ1987  ___________________________________________________________________
 JZ1987  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ1987  DYNAMIC HT  -         314.616 (meters)    1032.20  (feet)  COMP
 JZ1987  MODELED GRAV-     980,003.3   (mgal)                       NAVD 88
 JZ1987
 JZ1987  VERT ORDER  -  SECOND    CLASS 0
 JZ1987
 JZ1987.The horizontal coordinates were scaled from a topographic map and have
 JZ1987.an estimated accuracy of +/- 6 seconds.
 JZ1987
 JZ1987.The orthometric height was determined by differential leveling
 JZ1987.and adjusted by the National Geodetic Survey in June 1991..
 JZ1987
 JZ1987.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1987.See file dsdata.txt to determine how the superseded data were derived.
 JZ1987
 JZ1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ487729(NAD 83)
 JZ1987_MARKER: DB = BENCH MARK DISK
 JZ1987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1987_STAMPING: M 262 1947
 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 = OCTOBER  6, 2006
 JZ1785 ***********************************************************************
 JZ1785  DESIGNATION -  M 263
 JZ1785  PID         -  JZ1785
 JZ1785  STATE/COUNTY-  IN/FAYETTE
 JZ1785  USGS QUAD   -  EVERTON (1993)
 JZ1785
 JZ1785                         *CURRENT SURVEY CONTROL
 JZ1785  ___________________________________________________________________
 JZ1785* NAD 83(1986)-  39 36 13.     (N)    085 03 16.     (W)     SCALED    
 JZ1785* NAVD 88     -       287.221  (meters)     942.32   (feet)  ADJUSTED  
 JZ1785  ___________________________________________________________________
 JZ1785  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JZ1785  DYNAMIC HT  -         287.049 (meters)     941.76  (feet)  COMP
 JZ1785  MODELED GRAV-     980,018.5   (mgal)                       NAVD 88
 JZ1785
 JZ1785  VERT ORDER  -  SECOND    CLASS 0
 JZ1785
 JZ1785.The horizontal coordinates were scaled from a topographic map and have
 JZ1785.an estimated accuracy of +/- 6 seconds.
 JZ1785
 JZ1785.The orthometric height was determined by differential leveling
 JZ1785.and adjusted by the National Geodetic Survey in June 1991..
 JZ1785
 JZ1785.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1785.See file dsdata.txt to determine how the superseded data were derived.
 JZ1785
 JZ1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ670855(NAD 83)
 JZ1785_MARKER: DB = BENCH MARK DISK
 JZ1785_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1785_SP_SET: CULVERT
 JZ1785_STAMPING: M 263 1947
 JZ1785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ2012 ***********************************************************************
 JZ2012  DESIGNATION -  M 264
 JZ2012  PID         -  JZ2012
 JZ2012  STATE/COUNTY-  IN/FRANKLIN
 JZ2012  USGS QUAD   -  BATESVILLE (1993)
 JZ2012
 JZ2012                         *CURRENT SURVEY CONTROL
 JZ2012  ___________________________________________________________________
 JZ2012* NAD 83(1986)-  39 20 45.     (N)    085 09 27.     (W)     SCALED    
 JZ2012* NAVD 88     -       294.545  (meters)     966.35   (feet)  ADJUSTED  
 JZ2012  ___________________________________________________________________
 JZ2012  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ2012  DYNAMIC HT  -         294.362 (meters)     965.75  (feet)  COMP
 JZ2012  MODELED GRAV-     979,997.9   (mgal)                       NAVD 88
 JZ2012
 JZ2012  VERT ORDER  -  SECOND    CLASS 0
 JZ2012
 JZ2012.The horizontal coordinates were scaled from a topographic map and have
 JZ2012.an estimated accuracy of +/- 6 seconds.
 JZ2012
 JZ2012.The orthometric height was determined by differential leveling
 JZ2012.and adjusted by the National Geodetic Survey in June 1991..
 JZ2012
 JZ2012.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2012.See file dsdata.txt to determine how the superseded data were derived.
 JZ2012
 JZ2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ587567(NAD 83)
 JZ2012_MARKER: DB = BENCH MARK DISK
 JZ2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2012_STAMPING: M 264 947
 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 = OCTOBER  6, 2006
 JZ0936 ***********************************************************************
 JZ0936  DESIGNATION -  M 265
 JZ0936  PID         -  JZ0936
 JZ0936  STATE/COUNTY-  IN/FRANKLIN
 JZ0936  USGS QUAD   -  WHITCOMB (1994)
 JZ0936
 JZ0936                         *CURRENT SURVEY CONTROL
 JZ0936  ___________________________________________________________________
 JZ0936* NAD 83(1986)-  39 24 59.     (N)    084 59 09.     (W)     SCALED    
 JZ0936* NAVD 88     -       237.278  (meters)     778.47   (feet)  ADJUSTED  
 JZ0936  ___________________________________________________________________
 JZ0936  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JZ0936  DYNAMIC HT  -         237.136 (meters)     778.00  (feet)  COMP
 JZ0936  MODELED GRAV-     980,021.8   (mgal)                       NAVD 88
 JZ0936
 JZ0936  VERT ORDER  -  SECOND    CLASS 0
 JZ0936
 JZ0936.The horizontal coordinates were scaled from a topographic map and have
 JZ0936.an estimated accuracy of +/- 6 seconds.
 JZ0936
 JZ0936.The orthometric height was determined by differential leveling
 JZ0936.and adjusted by the National Geodetic Survey in June 1991..
 JZ0936
 JZ0936.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0936.See file dsdata.txt to determine how the superseded data were derived.
 JZ0936
 JZ0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ733649(NAD 83)
 JZ0936_MARKER: DB = BENCH MARK DISK
 JZ0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0936_STAMPING: M 265 1947
 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 = OCTOBER  6, 2006
 JZ2141 ***********************************************************************
 JZ2141  DESIGNATION -  M 266
 JZ2141  PID         -  JZ2141
 JZ2141  STATE/COUNTY-  IN/SHELBY
 JZ2141  USGS QUAD   -  WALDRON (1994)
 JZ2141
 JZ2141                         *CURRENT SURVEY CONTROL
 JZ2141  ___________________________________________________________________
 JZ2141* NAD 83(1986)-  39 27 00.     (N)    085 39 45.     (W)     SCALED    
 JZ2141* NAVD 88     -       253.259  (meters)     830.90   (feet)  ADJUSTED  
 JZ2141  ___________________________________________________________________
 JZ2141  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ2141  DYNAMIC HT  -         253.106 (meters)     830.40  (feet)  COMP
 JZ2141  MODELED GRAV-     980,017.1   (mgal)                       NAVD 88
 JZ2141
 JZ2141  VERT ORDER  -  FIRST     CLASS II
 JZ2141
 JZ2141.The horizontal coordinates were scaled from a topographic map and have
 JZ2141.an estimated accuracy of +/- 6 seconds.
 JZ2141
 JZ2141.The orthometric height was determined by differential leveling
 JZ2141.and adjusted by the National Geodetic Survey in June 1991..
 JZ2141
 JZ2141.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2141.See file dsdata.txt to determine how the superseded data were derived.
 JZ2141
 JZ2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ150675(NAD 83)
 JZ2141_MARKER: DB = BENCH MARK DISK
 JZ2141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2141_STAMPING: M 266 1947
 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 = OCTOBER  6, 2006
 JZ2260 ***********************************************************************
 JZ2260  DESIGNATION -  M 267
 JZ2260  PID         -  JZ2260
 JZ2260  STATE/COUNTY-  IN/SHELBY
 JZ2260  USGS QUAD   -  WALDRON (1994)
 JZ2260
 JZ2260                         *CURRENT SURVEY CONTROL
 JZ2260  ___________________________________________________________________
 JZ2260* NAD 83(1986)-  39 23 13.     (N)    085 44 55.     (W)     SCALED    
 JZ2260* NAVD 88     -       232.399  (meters)     762.46   (feet)  ADJUSTED  
 JZ2260  ___________________________________________________________________
 JZ2260  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JZ2260  DYNAMIC HT  -         232.258 (meters)     762.00  (feet)  COMP
 JZ2260  MODELED GRAV-     980,016.6   (mgal)                       NAVD 88
 JZ2260
 JZ2260  VERT ORDER  -  SECOND    CLASS 0
 JZ2260
 JZ2260.The horizontal coordinates were scaled from a topographic map and have
 JZ2260.an estimated accuracy of +/- 6 seconds.
 JZ2260
 JZ2260.The orthometric height was determined by differential leveling
 JZ2260.and adjusted by the National Geodetic Survey in June 1991..
 JZ2260
 JZ2260.The geoid height was determined by GEOID03.
 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     -   459,460.       92,940.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2260.See file dsdata.txt to determine how the superseded data were derived.
 JZ2260
 JZ2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ077604(NAD 83)
 JZ2260_MARKER: DB = BENCH MARK DISK
 JZ2260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2260_STAMPING: M 267 1947
 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 = OCTOBER  6, 2006
 JZ2333 ***********************************************************************
 JZ2333  DESIGNATION -  M 269
 JZ2333  PID         -  JZ2333
 JZ2333  STATE/COUNTY-  IN/SHELBY
 JZ2333  USGS QUAD   -  SHELBYVILLE (1994)
 JZ2333
 JZ2333                         *CURRENT SURVEY CONTROL
 JZ2333  ___________________________________________________________________
 JZ2333* NAD 83(1986)-  39 30 42.     (N)    085 45 42.     (W)     SCALED    
 JZ2333* NAVD 88     -       242.132  (meters)     794.39   (feet)  ADJUSTED  
 JZ2333  ___________________________________________________________________
 JZ2333  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JZ2333  DYNAMIC HT  -         241.989 (meters)     793.93  (feet)  COMP
 JZ2333  MODELED GRAV-     980,030.5   (mgal)                       NAVD 88
 JZ2333
 JZ2333  VERT ORDER  -  FIRST     CLASS II
 JZ2333
 JZ2333.The horizontal coordinates were scaled from a topographic map and have
 JZ2333.an estimated accuracy of +/- 6 seconds.
 JZ2333
 JZ2333.The orthometric height was determined by differential leveling
 JZ2333.and adjusted by the National Geodetic Survey in June 1991..
 JZ2333
 JZ2333.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2333.See file dsdata.txt to determine how the superseded data were derived.
 JZ2333
 JZ2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ064742(NAD 83)
 JZ2333_MARKER: DB = BENCH MARK DISK
 JZ2333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2333_STAMPING: M 269 1947
 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 = OCTOBER  6, 2006
 LB0442 ***********************************************************************
 LB0442  DESIGNATION -  M 27
 LB0442  PID         -  LB0442
 LB0442  STATE/COUNTY-  IN/CLINTON
 LB0442  USGS QUAD   -  MICHIGANTOWN (1980)
 LB0442
 LB0442                         *CURRENT SURVEY CONTROL
 LB0442  ___________________________________________________________________
 LB0442* NAD 83(1986)-  40 19 50.     (N)    086 23 33.     (W)     SCALED    
 LB0442* NAVD 88     -       265.228  (meters)     870.17   (feet)  ADJUSTED  
 LB0442  ___________________________________________________________________
 LB0442  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 LB0442  DYNAMIC HT  -         265.087 (meters)     869.71  (feet)  COMP
 LB0442  MODELED GRAV-     980,088.0   (mgal)                       NAVD 88
 LB0442
 LB0442  VERT ORDER  -  SECOND    CLASS 0
 LB0442
 LB0442.The horizontal coordinates were scaled from a topographic map and have
 LB0442.an estimated accuracy of +/- 6 seconds.
 LB0442
 LB0442.The orthometric height was determined by differential leveling
 LB0442.and adjusted by the National Geodetic Survey in June 1991..
 LB0442
 LB0442.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0442.See file dsdata.txt to determine how the superseded data were derived.
 LB0442
 LB0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK516646(NAD 83)
 LB0442_MARKER: DB = BENCH MARK DISK
 LB0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0442_STAMPING: M 27 1934
 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             NGS
 LB0442  HISTORY     - 1961     MARK NOT FOUND   USGS
 LB0442
 LB0442                          STATION DESCRIPTION
 LB0442
 LB0442'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2160 ***********************************************************************
 JZ2160  DESIGNATION -  M 270
 JZ2160  PID         -  JZ2160
 JZ2160  STATE/COUNTY-  IN/JENNINGS
 JZ2160  USGS QUAD   -  NORTH VERNON (1993)
 JZ2160
 JZ2160                         *CURRENT SURVEY CONTROL
 JZ2160  ___________________________________________________________________
 JZ2160* NAD 83(1986)-  39 06 04.     (N)    085 43 25.     (W)     SCALED    
 JZ2160* NAVD 88     -       203.993  (meters)     669.27   (feet)  ADJUSTED  
 JZ2160  ___________________________________________________________________
 JZ2160  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ2160  DYNAMIC HT  -         203.865 (meters)     668.85  (feet)  COMP
 JZ2160  MODELED GRAV-     979,996.7   (mgal)                       NAVD 88
 JZ2160
 JZ2160  VERT ORDER  -  SECOND    CLASS 0
 JZ2160
 JZ2160.The horizontal coordinates were scaled from a topographic map and have
 JZ2160.an estimated accuracy of +/- 6 seconds.
 JZ2160
 JZ2160.The orthometric height was determined by differential leveling
 JZ2160.and adjusted by the National Geodetic Survey in June 1991..
 JZ2160
 JZ2160.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2160.See file dsdata.txt to determine how the superseded data were derived.
 JZ2160
 JZ2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ103287(NAD 83)
 JZ2160_MARKER: DB = BENCH MARK DISK
 JZ2160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2160_STAMPING: M 270 1947
 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 = OCTOBER  6, 2006
 JZ2201 ***********************************************************************
 JZ2201  DESIGNATION -  M 271
 JZ2201  PID         -  JZ2201
 JZ2201  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2201  USGS QUAD   -  ELIZABETHTOWN (1993)
 JZ2201
 JZ2201                         *CURRENT SURVEY CONTROL
 JZ2201  ___________________________________________________________________
 JZ2201* NAD 83(1986)-  39 07 57.     (N)    085 49 42.     (W)     SCALED    
 JZ2201* NAVD 88     -       195.352  (meters)     640.92   (feet)  ADJUSTED  
 JZ2201  ___________________________________________________________________
 JZ2201  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JZ2201  DYNAMIC HT  -         195.231 (meters)     640.52  (feet)  COMP
 JZ2201  MODELED GRAV-     980,004.1   (mgal)                       NAVD 88
 JZ2201
 JZ2201  VERT ORDER  -  SECOND    CLASS 0
 JZ2201
 JZ2201.The horizontal coordinates were scaled from a topographic map and have
 JZ2201.an estimated accuracy of +/- 6 seconds.
 JZ2201
 JZ2201.The orthometric height was determined by differential leveling
 JZ2201.and adjusted by the National Geodetic Survey in June 1991..
 JZ2201
 JZ2201.The geoid height was determined by GEOID03.
 JZ2201
 JZ2201.The dynamic height is computed by dividing the NAVD 88
 JZ2201.geopotential number by the normal gravity value computed on the
 JZ2201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2201.degrees latitude (g = 980.6199 gals.).
 JZ2201
 JZ2201.The modeled gravity was interpolated from observed gravity values.
 JZ2201
 JZ2201;                    North         East    Units  Estimated Accuracy
 JZ2201;SPC IN E     -   431,220.       86,020.      MT  (+/- 180 meters Scaled)
 JZ2201
 JZ2201                          SUPERSEDED SURVEY CONTROL
 JZ2201
 JZ2201  NGVD 29 (??/??/92)  195.475  (m)          641.32   (f) ADJ UNCH    2 0
 JZ2201
 JZ2201.Superseded values are not recommended for survey control.
 JZ2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2201.See file dsdata.txt to determine how the superseded data were derived.
 JZ2201
 JZ2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ012321(NAD 83)
 JZ2201_MARKER: DB = BENCH MARK DISK
 JZ2201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2201_SP_SET: CULVERT
 JZ2201_STAMPING: M 271 1947
 JZ2201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2201
 JZ2201  HISTORY     - Date     Condition        Report By
 JZ2201  HISTORY     - 1947     MONUMENTED       CGS
 JZ2201
 JZ2201                          STATION DESCRIPTION
 JZ2201
 JZ2201'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2201'0.9 MI W FROM ELIZABETHTOWN.
 JZ2201'ABOUT 0.9 MILE WEST ALONG A COUNTY ROAD FROM THE POST OFFICE
 JZ2201'AT ELIZABETHTOWN, ABOUT 0.75 MILE WEST OF THE MASONIC HALL, ABOUT
 JZ2201'0.45 MILE EAST OF U.S. HIGHWAY 31, SET IN THE TOP OF THE EAST
 JZ2201'END OF THE SOUTH HEAD WALL OF A 24-INCH PIPE CULVERT, ABOUT 110
 JZ2201'YARDS WEST OF THE JUNCTION OF A GRAVEL ROAD SOUTH, 11 FEET
 JZ2201'SOUTH OF THE CENTER LINE OF THE ROAD AND 1.5 FEET ABOVE THE
 JZ2201'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1830 ***********************************************************************
 JZ1830  DESIGNATION -  M 272
 JZ1830  PID         -  JZ1830
 JZ1830  STATE/COUNTY-  IN/FRANKLIN
 JZ1830  USGS QUAD   -  NEW POINT (1993)
 JZ1830
 JZ1830                         *CURRENT SURVEY CONTROL
 JZ1830  ___________________________________________________________________
 JZ1830* NAD 83(1986)-  39 18 17.     (N)    085 15 26.     (W)     SCALED    
 JZ1830* NAVD 88     -       294.406  (meters)     965.90   (feet)  ADJUSTED  
 JZ1830  ___________________________________________________________________
 JZ1830  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ1830  DYNAMIC HT  -         294.222 (meters)     965.29  (feet)  COMP
 JZ1830  MODELED GRAV-     979,995.5   (mgal)                       NAVD 88
 JZ1830
 JZ1830  VERT ORDER  -  FIRST     CLASS II
 JZ1830
 JZ1830.The horizontal coordinates were scaled from a topographic map and have
 JZ1830.an estimated accuracy of +/- 6 seconds.
 JZ1830
 JZ1830.The orthometric height was determined by differential leveling
 JZ1830.and adjusted by the National Geodetic Survey in June 1991..
 JZ1830
 JZ1830.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1830.See file dsdata.txt to determine how the superseded data were derived.
 JZ1830
 JZ1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ502520(NAD 83)
 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 = OCTOBER  6, 2006
 JZ0533 ***********************************************************************
 JZ0533  DESIGNATION -  M 273
 JZ0533  PID         -  JZ0533
 JZ0533  STATE/COUNTY-  IN/DEARBORN
 JZ0533  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ0533
 JZ0533                         *CURRENT SURVEY CONTROL
 JZ0533  ___________________________________________________________________
 JZ0533* NAD 83(1986)-  39 05 48.     (N)    084 51 08.     (W)     SCALED    
 JZ0533* NAVD 88     -       145.414  (meters)     477.08   (feet)  ADJUSTED  
 JZ0533  ___________________________________________________________________
 JZ0533  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JZ0533  DYNAMIC HT  -         145.323 (meters)     476.78  (feet)  COMP
 JZ0533  MODELED GRAV-     980,002.0   (mgal)                       NAVD 88
 JZ0533
 JZ0533  VERT ORDER  -  FIRST     CLASS II
 JZ0533
 JZ0533.The horizontal coordinates were scaled from a topographic map and have
 JZ0533.an estimated accuracy of +/- 6 seconds.
 JZ0533
 JZ0533.The orthometric height was determined by differential leveling
 JZ0533.and adjusted by the National Geodetic Survey in June 1991..
 JZ0533
 JZ0533.The geoid height was determined by GEOID03.
 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     -   427,540.      170,450.      MT  (+/- 180 meters Scaled)
 JZ0533
 JZ0533                          SUPERSEDED SURVEY CONTROL
 JZ0533
 JZ0533  NGVD 29 (06/03/91)  145.622  (m)          477.76   (f) ADJUSTED    1 2
 JZ0533
 JZ0533.Superseded values are not recommended for survey control.
 JZ0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0533.See file dsdata.txt to determine how the superseded data were derived.
 JZ0533
 JZ0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ857297(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1268 ***********************************************************************
 JZ1268  DESIGNATION -  M 274
 JZ1268  PID         -  JZ1268
 JZ1268  STATE/COUNTY-  IN/UNION
 JZ1268  USGS QUAD   -  COLLEGE CORNER (1992)
 JZ1268
 JZ1268                         *CURRENT SURVEY CONTROL
 JZ1268  ___________________________________________________________________
 JZ1268* NAD 83(1986)-  39 34 00.     (N)    084 51 11.     (W)     SCALED    
 JZ1268* NAVD 88     -       307.786  (meters)    1009.79   (feet)  ADJUSTED  
 JZ1268  ___________________________________________________________________
 JZ1268  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JZ1268  DYNAMIC HT  -         307.609 (meters)    1009.21  (feet)  COMP
 JZ1268  MODELED GRAV-     980,042.9   (mgal)                       NAVD 88
 JZ1268
 JZ1268  VERT ORDER  -  SECOND    CLASS 0
 JZ1268
 JZ1268.The horizontal coordinates were scaled from a topographic map and have
 JZ1268.an estimated accuracy of +/- 6 seconds.
 JZ1268
 JZ1268.The orthometric height was determined by differential leveling
 JZ1268.and adjusted by the National Geodetic Survey in June 1991..
 JZ1268
 JZ1268.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1268.See file dsdata.txt to determine how the superseded data were derived.
 JZ1268
 JZ1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ844818(NAD 83)
 JZ1268_MARKER: DB = BENCH MARK DISK
 JZ1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1268_STAMPING: M 274 1947
 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 = OCTOBER  6, 2006
 HA0923 ***********************************************************************
 HA0923  DESIGNATION -  M 275
 HA0923  PID         -  HA0923
 HA0923  STATE/COUNTY-  IN/POSEY
 HA0923  USGS QUAD   -  MOUNT VERNON (1981)
 HA0923
 HA0923                         *CURRENT SURVEY CONTROL
 HA0923  ___________________________________________________________________
 HA0923* NAD 83(1986)-  37 54 24.     (N)    087 59 43.     (W)     SCALED    
 HA0923* NAVD 88     -       110.218  (meters)     361.61   (feet)  ADJUSTED  
 HA0923  ___________________________________________________________________
 HA0923  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 HA0923  DYNAMIC HT  -         110.143 (meters)     361.36  (feet)  COMP
 HA0923  MODELED GRAV-     979,948.1   (mgal)                       NAVD 88
 HA0923
 HA0923  VERT ORDER  -  FIRST     CLASS II
 HA0923
 HA0923.The horizontal coordinates were scaled from a topographic map and have
 HA0923.an estimated accuracy of +/- 6 seconds.
 HA0923
 HA0923.The orthometric height was determined by differential leveling
 HA0923.and adjusted by the National Geodetic Survey in June 1991..
 HA0923
 HA0923.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0923.See file dsdata.txt to determine how the superseded data were derived.
 HA0923
 HA0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG125959(NAD 83)
 HA0923_MARKER: DB = BENCH MARK DISK
 HA0923_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HA0923_SP_SET: BRIDGE
 HA0923_STAMPING: M 275 1954
 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 = OCTOBER  6, 2006
 JZ1603 ***********************************************************************
 JZ1603  DESIGNATION -  M 276
 JZ1603  PID         -  JZ1603
 JZ1603  STATE/COUNTY-  IN/FAYETTE
 JZ1603  USGS QUAD   -  CONNERSVILLE (1972)
 JZ1603
 JZ1603                         *CURRENT SURVEY CONTROL
 JZ1603  ___________________________________________________________________
 JZ1603* NAD 83(1986)-  39 42 32.     (N)    085 10 33.     (W)     SCALED    
 JZ1603* NAVD 88     -       307.677  (meters)    1009.44   (feet)  ADJUSTED  
 JZ1603  ___________________________________________________________________
 JZ1603  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JZ1603  DYNAMIC HT  -         307.497 (meters)    1008.85  (feet)  COMP
 JZ1603  MODELED GRAV-     980,033.8   (mgal)                       NAVD 88
 JZ1603
 JZ1603  VERT ORDER  -  SECOND    CLASS 0
 JZ1603
 JZ1603.The horizontal coordinates were scaled from a topographic map and have
 JZ1603.an estimated accuracy of +/- 6 seconds.
 JZ1603
 JZ1603.The orthometric height was determined by differential leveling
 JZ1603.and adjusted by the National Geodetic Survey in June 1991..
 JZ1603
 JZ1603.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1603.See file dsdata.txt to determine how the superseded data were derived.
 JZ1603
 JZ1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ563970(NAD 83)
 JZ1603_MARKER: DB = BENCH MARK DISK
 JZ1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1603_STAMPING: M 276 1947
 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 = OCTOBER  6, 2006
 JZ1293 ***********************************************************************
 JZ1293  DESIGNATION -  M 277
 JZ1293  PID         -  JZ1293
 JZ1293  STATE/COUNTY-  IN/WAYNE
 JZ1293  USGS QUAD   -  FAIRHAVEN (1960)
 JZ1293
 JZ1293                         *CURRENT SURVEY CONTROL
 JZ1293  ___________________________________________________________________
 JZ1293* NAD 83(1986)-  39 44 27.     (N)    084 51 08.     (W)     SCALED    
 JZ1293* NAVD 88     -       346.061  (meters)    1135.37   (feet)  ADJUSTED  
 JZ1293  ___________________________________________________________________
 JZ1293  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JZ1293  DYNAMIC HT  -         345.857 (meters)    1134.70  (feet)  COMP
 JZ1293  MODELED GRAV-     980,027.3   (mgal)                       NAVD 88
 JZ1293
 JZ1293  VERT ORDER  -  SECOND    CLASS 0
 JZ1293
 JZ1293.The horizontal coordinates were scaled from a topographic map and have
 JZ1293.an estimated accuracy of +/- 6 seconds.
 JZ1293
 JZ1293.The orthometric height was determined by differential leveling
 JZ1293.and adjusted by the National Geodetic Survey in June 1991..
 JZ1293
 JZ1293.The geoid height was determined by GEOID03.
 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     -   499,060.      169,810.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1293.See file dsdata.txt to determine how the superseded data were derived.
 JZ1293
 JZ1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK840011(NAD 83)
 JZ1293_MARKER: DB = BENCH MARK DISK
 JZ1293_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1293_SP_SET: BUILDING
 JZ1293_STAMPING: M 277 1947
 JZ1293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1293+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2003
 JZ1293
 JZ1293  HISTORY     - Date     Condition        Report By
 JZ1293  HISTORY     - 1947     MONUMENTED       CGS
 JZ1293  HISTORY     - 20030506 GOOD             GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1311 ***********************************************************************
 HZ1311  DESIGNATION -  M 278
 HZ1311  PID         -  HZ1311
 HZ1311  STATE/COUNTY-  IN/CLARK
 HZ1311  USGS QUAD   -  SPEED (1994)
 HZ1311
 HZ1311                         *CURRENT SURVEY CONTROL
 HZ1311  ___________________________________________________________________
 HZ1311* NAD 83(1986)-  38 26 54.     (N)    085 51 53.     (W)     SCALED    
 HZ1311* NAVD 88     -       152.641  (meters)     500.79   (feet)  ADJUSTED  
 HZ1311  ___________________________________________________________________
 HZ1311  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 HZ1311  DYNAMIC HT  -         152.539 (meters)     500.45  (feet)  COMP
 HZ1311  MODELED GRAV-     979,959.3   (mgal)                       NAVD 88
 HZ1311
 HZ1311  VERT ORDER  -  FIRST     CLASS II
 HZ1311
 HZ1311.The horizontal coordinates were scaled from a topographic map and have
 HZ1311.an estimated accuracy of +/- 6 seconds.
 HZ1311
 HZ1311.The orthometric height was determined by differential leveling
 HZ1311.and adjusted by the National Geodetic Survey in June 1991..
 HZ1311
 HZ1311.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1311.See file dsdata.txt to determine how the superseded data were derived.
 HZ1311
 HZ1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH990561(NAD 83)
 HZ1311_MARKER: DB = BENCH MARK DISK
 HZ1311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1311_SP_SET: ABUTMENT
 HZ1311_STAMPING: M 278 1949
 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 = OCTOBER  6, 2006
 JA0186 ***********************************************************************
 JA0186  DESIGNATION -  M 279
 JA0186  PID         -  JA0186
 JA0186  STATE/COUNTY-  IN/WASHINGTON
 JA0186  USGS QUAD   -  SMEDLEY (1994)
 JA0186
 JA0186                         *CURRENT SURVEY CONTROL
 JA0186  ___________________________________________________________________
 JA0186* NAD 83(1986)-  38 38 21.     (N)    086 13 58.     (W)     SCALED    
 JA0186* NAVD 88     -       260.854  (meters)     855.82   (feet)  ADJUSTED  
 JA0186  ___________________________________________________________________
 JA0186  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JA0186  DYNAMIC HT  -         260.681 (meters)     855.25  (feet)  COMP
 JA0186  MODELED GRAV-     979,958.6   (mgal)                       NAVD 88
 JA0186
 JA0186  VERT ORDER  -  FIRST     CLASS II
 JA0186
 JA0186.The horizontal coordinates were scaled from a topographic map and have
 JA0186.an estimated accuracy of +/- 6 seconds.
 JA0186
 JA0186.The orthometric height was determined by differential leveling
 JA0186.and adjusted by the National Geodetic Survey in June 1991..
 JA0186
 JA0186.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0186.See file dsdata.txt to determine how the superseded data were derived.
 JA0186
 JA0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH667770(NAD 83)
 JA0186_MARKER: DB = BENCH MARK DISK
 JA0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0186_STAMPING: M 279 1949
 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 = OCTOBER  6, 2006
 KA0400 ***********************************************************************
 KA0400  DESIGNATION -  M 280
 KA0400  PID         -  KA0400
 KA0400  STATE/COUNTY-  IN/GREENE
 KA0400  USGS QUAD   -  SOLSBERRY (1983)
 KA0400
 KA0400                         *CURRENT SURVEY CONTROL
 KA0400  ___________________________________________________________________
 KA0400* NAD 83(1986)-  39 01 28.     (N)    086 45 43.     (W)     SCALED    
 KA0400* NAVD 88     -       234.330  (meters)     768.80   (feet)  ADJUSTED  
 KA0400  ___________________________________________________________________
 KA0400  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KA0400  DYNAMIC HT  -         234.183 (meters)     768.32  (feet)  COMP
 KA0400  MODELED GRAV-     979,996.9   (mgal)                       NAVD 88
 KA0400
 KA0400  VERT ORDER  -  FIRST     CLASS II
 KA0400
 KA0400.The horizontal coordinates were scaled from a topographic map and have
 KA0400.an estimated accuracy of +/- 6 seconds.
 KA0400
 KA0400.The orthometric height was determined by differential leveling
 KA0400.and adjusted by the National Geodetic Survey in June 1991..
 KA0400
 KA0400.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0400.See file dsdata.txt to determine how the superseded data were derived.
 KA0400
 KA0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ206195(NAD 83)
 KA0400_MARKER: DB = BENCH MARK DISK
 KA0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0400_STAMPING: M 280 1949
 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 = OCTOBER  6, 2006
 JA0121 ***********************************************************************
 JA0121  DESIGNATION -  M 281
 JA0121  PID         -  JA0121
 JA0121  STATE/COUNTY-  IN/LAWRENCE
 JA0121  USGS QUAD   -  BEDFORD EAST (1978)
 JA0121
 JA0121                         *CURRENT SURVEY CONTROL
 JA0121  ___________________________________________________________________
 JA0121* NAD 83(1986)-  38 50 18.     (N)    086 29 59.     (W)     SCALED    
 JA0121* NAVD 88     -       201.888  (meters)     662.36   (feet)  ADJUSTED  
 JA0121  ___________________________________________________________________
 JA0121  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JA0121  DYNAMIC HT  -         201.761 (meters)     661.94  (feet)  COMP
 JA0121  MODELED GRAV-     979,998.1   (mgal)                       NAVD 88
 JA0121
 JA0121  VERT ORDER  -  FIRST     CLASS II
 JA0121
 JA0121.The horizontal coordinates were scaled from a topographic map and have
 JA0121.an estimated accuracy of +/- 6 seconds.
 JA0121
 JA0121.The orthometric height was determined by differential leveling
 JA0121.and adjusted by the National Geodetic Survey in June 1991..
 JA0121
 JA0121.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0121.See file dsdata.txt to determine how the superseded data were derived.
 JA0121
 JA0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH434989(NAD 83)
 JA0121_MARKER: DB = BENCH MARK DISK
 JA0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0121_STAMPING: M 281 1949
 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             NGS
 JA0121
 JA0121                          STATION DESCRIPTION
 JA0121
 JA0121'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JB0196 ***********************************************************************
 JB0196  DESIGNATION -  M 282
 JB0196  PID         -  JB0196
 JB0196  STATE/COUNTY-  IN/POSEY
 JB0196  USGS QUAD   -  MAUNIE (1974)
 JB0196
 JB0196                         *CURRENT SURVEY CONTROL
 JB0196  ___________________________________________________________________
 JB0196* NAD 83(1986)-  38 00 39.     (N)    088 00 24.     (W)     SCALED    
 JB0196* NAVD 88     -       110.748  (meters)     363.35   (feet)  ADJUSTED  
 JB0196  ___________________________________________________________________
 JB0196  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 JB0196  DYNAMIC HT  -         110.673 (meters)     363.10  (feet)  COMP
 JB0196  MODELED GRAV-     979,951.0   (mgal)                       NAVD 88
 JB0196
 JB0196  VERT ORDER  -  FIRST     CLASS II
 JB0196
 JB0196.The horizontal coordinates were scaled from a topographic map and have
 JB0196.an estimated accuracy of +/- 6 seconds.
 JB0196
 JB0196.The orthometric height was determined by differential leveling
 JB0196.and adjusted by the National Geodetic Survey in June 1991..
 JB0196
 JB0196.The geoid height was determined by GEOID03.
 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     -   307,100.      818,920.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0196.See file dsdata.txt to determine how the superseded data were derived.
 JB0196
 JB0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH116074(NAD 83)
 JB0196_MARKER: DB = BENCH MARK DISK
 JB0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0196_STAMPING: M 282 1954
 JB0196
 JB0196  HISTORY     - Date     Condition        Report By
 JB0196  HISTORY     - UNK      MONUMENTED
 JB0196
 JB0196                          STATION DESCRIPTION
 JB0196
 JB0196'DESCRIBED UNK
 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 = OCTOBER  6, 2006
 HB0108 ***********************************************************************
 HB0108  DESIGNATION -  M 283
 HB0108  PID         -  HB0108
 HB0108  STATE/COUNTY-  IN/POSEY
 HB0108  USGS QUAD   -  WABASH ISLAND (1981)
 HB0108
 HB0108                         *CURRENT SURVEY CONTROL
 HB0108  ___________________________________________________________________
 HB0108* NAD 83(1986)-  37 49 32.     (N)    088 00 10.     (W)     SCALED    
 HB0108* NAVD 88     -       110.449  (meters)     362.36   (feet)  ADJUSTED  
 HB0108  ___________________________________________________________________
 HB0108  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 HB0108  DYNAMIC HT  -         110.373 (meters)     362.12  (feet)  COMP
 HB0108  MODELED GRAV-     979,940.1   (mgal)                       NAVD 88
 HB0108
 HB0108  VERT ORDER  -  FIRST     CLASS II
 HB0108
 HB0108.The horizontal coordinates were scaled from a topographic map and have
 HB0108.an estimated accuracy of +/- 6 seconds.
 HB0108
 HB0108.The orthometric height was determined by differential leveling
 HB0108.and adjusted by the National Geodetic Survey in June 1991..
 HB0108
 HB0108.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HB0108
 HB0108  NGVD 29 (??/??/??)  110.553  (m)          362.71   (f) ADJUSTED    1 2
 HB0108
 HB0108.Superseded values are not recommended for survey control.
 HB0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0108.See file dsdata.txt to determine how the superseded data were derived.
 HB0108
 HB0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG117869(NAD 83)
 HB0108_MARKER: DB = BENCH MARK DISK
 HB0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0108_STAMPING: M 283 1954
 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 = OCTOBER  6, 2006
 JA1198 ***********************************************************************
 JA1198  DESIGNATION -  M 284
 JA1198  PID         -  JA1198
 JA1198  STATE/COUNTY-  IN/GIBSON
 JA1198  USGS QUAD   -  NEW HARMONY (1980)
 JA1198
 JA1198                         *CURRENT SURVEY CONTROL
 JA1198  ___________________________________________________________________
 JA1198* NAD 83(1986)-  38 14 01.     (N)    087 58 28.     (W)     SCALED    
 JA1198* NAVD 88     -       112.010  (meters)     367.49   (feet)  ADJUSTED  
 JA1198  ___________________________________________________________________
 JA1198  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 JA1198  DYNAMIC HT  -         111.936 (meters)     367.24  (feet)  COMP
 JA1198  MODELED GRAV-     979,971.8   (mgal)                       NAVD 88
 JA1198
 JA1198  VERT ORDER  -  FIRST     CLASS II
 JA1198
 JA1198.The horizontal coordinates were scaled from a topographic map and have
 JA1198.an estimated accuracy of +/- 6 seconds.
 JA1198
 JA1198.The orthometric height was determined by differential leveling
 JA1198.and adjusted by the National Geodetic Survey in June 1991..
 JA1198
 JA1198.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1198.See file dsdata.txt to determine how the superseded data were derived.
 JA1198
 JA1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH147321(NAD 83)
 JA1198_MARKER: DB = BENCH MARK DISK
 JA1198_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1198_SP_SET: BRIDGE
 JA1198_STAMPING: M 284 1954
 JA1198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1198
 JA1198  HISTORY     - Date     Condition        Report By
 JA1198  HISTORY     - 1954     MONUMENTED       CGS
 JA1198  HISTORY     - 1961     GOOD             NGS
 JA1198
 JA1198                          STATION DESCRIPTION
 JA1198
 JA1198'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1329 ***********************************************************************
 JA1329  DESIGNATION -  M 285
 JA1329  PID         -  JA1329
 JA1329  STATE/COUNTY-  IN/KNOX
 JA1329  USGS QUAD   -  VINCENNES (1998)
 JA1329
 JA1329                         *CURRENT SURVEY CONTROL
 JA1329  ___________________________________________________________________
 JA1329* NAD 83(1986)-  38 41 11.     (N)    087 31 36.     (W)     SCALED    
 JA1329* NAVD 88     -       130.938  (meters)     429.59   (feet)  ADJUSTED  
 JA1329  ___________________________________________________________________
 JA1329  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 JA1329  DYNAMIC HT  -         130.858 (meters)     429.32  (feet)  COMP
 JA1329  MODELED GRAV-     980,011.0   (mgal)                       NAVD 88
 JA1329
 JA1329  VERT ORDER  -  FIRST     CLASS II
 JA1329
 JA1329.The horizontal coordinates were scaled from a topographic map and have
 JA1329.an estimated accuracy of +/- 6 seconds.
 JA1329
 JA1329.The orthometric height was determined by differential leveling
 JA1329.and adjusted by the National Geodetic Survey in June 1991..
 JA1329.WARNING-Repeat measurements at this control monument indicate possible
 JA1329.vertical movement.
 JA1329
 JA1329.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1329.See file dsdata.txt to determine how the superseded data were derived.
 JA1329
 JA1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH541821(NAD 83)
 JA1329_MARKER: DB = BENCH MARK DISK
 JA1329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA1329_SP_SET: CONCRETE FLOOD GATE WELL
 JA1329_STAMPING: M 285 1954
 JA1329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1329
 JA1329  HISTORY     - Date     Condition        Report By
 JA1329  HISTORY     - 1954     MONUMENTED       CGS
 JA1329  HISTORY     - 1965     GOOD             NGS
 JA1329
 JA1329                          STATION DESCRIPTION
 JA1329
 JA1329'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1138 ***********************************************************************
 ME1138  DESIGNATION -  M 286
 ME1138  PID         -  ME1138
 ME1138  STATE/COUNTY-  IN/LAKE
 ME1138  USGS QUAD   -  SCHNEIDER (1992)
 ME1138
 ME1138                         *CURRENT SURVEY CONTROL
 ME1138  ___________________________________________________________________
 ME1138* NAD 83(1986)-  41 14 46.     (N)    087 27 07.     (W)     SCALED    
 ME1138* NAVD 88     -       199.368  (meters)     654.09   (feet)  ADJUSTED  
 ME1138  ___________________________________________________________________
 ME1138  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 ME1138  DYNAMIC HT  -         199.285 (meters)     653.82  (feet)  COMP
 ME1138  MODELED GRAV-     980,202.9   (mgal)                       NAVD 88
 ME1138
 ME1138  VERT ORDER  -  SECOND    CLASS 0
 ME1138
 ME1138.The horizontal coordinates were scaled from a topographic map and have
 ME1138.an estimated accuracy of +/- 6 seconds.
 ME1138
 ME1138.The orthometric height was determined by differential leveling
 ME1138.and adjusted by the National Geodetic Survey in June 1991..
 ME1138
 ME1138.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1138.See file dsdata.txt to determine how the superseded data were derived.
 ME1138
 ME1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL621661(NAD 83)
 ME1138_MARKER: DB = BENCH MARK DISK
 ME1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1138_STAMPING: M 286 1954
 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 = OCTOBER  6, 2006
 ME0707 ***********************************************************************
 ME0707  DESIGNATION -  M 29
 ME0707  PID         -  ME0707
 ME0707  STATE/COUNTY-  IN/STARKE
 ME0707  USGS QUAD   -  SAN PIERRE (1959)
 ME0707
 ME0707                         *CURRENT SURVEY CONTROL
 ME0707  ___________________________________________________________________
 ME0707* NAD 83(1986)-  41 11 28.     (N)    086 53 27.     (W)     SCALED    
 ME0707* NAVD 88     -       215.395  (meters)     706.68   (feet)  ADJUSTED  
 ME0707  ___________________________________________________________________
 ME0707  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0707  DYNAMIC HT  -         215.302 (meters)     706.37  (feet)  COMP
 ME0707  MODELED GRAV-     980,189.3   (mgal)                       NAVD 88
 ME0707
 ME0707  VERT ORDER  -  SECOND    CLASS 0
 ME0707
 ME0707.The horizontal coordinates were scaled from a topographic map and have
 ME0707.an estimated accuracy of +/- 6 seconds.
 ME0707
 ME0707.The orthometric height was determined by differential leveling
 ME0707.and adjusted by the National Geodetic Survey in June 1991..
 ME0707
 ME0707.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0707.See file dsdata.txt to determine how the superseded data were derived.
 ME0707
 ME0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL091599(NAD 83)
 ME0707_MARKER: DB = BENCH MARK DISK
 ME0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0707_STAMPING: M 29 1934
 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             NGS
 ME0707
 ME0707                          STATION DESCRIPTION
 ME0707
 ME0707'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1298 ***********************************************************************
 JA1298  DESIGNATION -  M 292
 JA1298  PID         -  JA1298
 JA1298  STATE/COUNTY-  IN/KNOX
 JA1298  USGS QUAD   -  RUSSELLVILLE (1977)
 JA1298
 JA1298                         *CURRENT SURVEY CONTROL
 JA1298  ___________________________________________________________________
 JA1298* NAD 83(1986)-  38 52 29.     (N)    087 30 03.     (W)     SCALED    
 JA1298* NAVD 88     -       128.014  (meters)     419.99   (feet)  ADJUSTED  
 JA1298  ___________________________________________________________________
 JA1298  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 JA1298  DYNAMIC HT  -         127.937 (meters)     419.74  (feet)  COMP
 JA1298  MODELED GRAV-     980,023.9   (mgal)                       NAVD 88
 JA1298
 JA1298  VERT ORDER  -  FIRST     CLASS II
 JA1298
 JA1298.The horizontal coordinates were scaled from a topographic map and have
 JA1298.an estimated accuracy of +/- 6 seconds.
 JA1298
 JA1298.The orthometric height was determined by differential leveling
 JA1298.and adjusted by the National Geodetic Survey in June 1991..
 JA1298
 JA1298.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1298.See file dsdata.txt to determine how the superseded data were derived.
 JA1298
 JA1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ565029(NAD 83)
 JA1298_MARKER: DB = BENCH MARK DISK
 JA1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1298_STAMPING: M 292 1956
 JA1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1298+STABILITY: SURFACE MOTION
 JA1298
 JA1298  HISTORY     - Date     Condition        Report By
 JA1298  HISTORY     - 1956     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1271 ***********************************************************************
 KA1271  DESIGNATION -  M 293
 KA1271  PID         -  KA1271
 KA1271  STATE/COUNTY-  IN/VIGO
 KA1271  USGS QUAD   -  HUTTON (1983)
 KA1271
 KA1271                         *CURRENT SURVEY CONTROL
 KA1271  ___________________________________________________________________
 KA1271* NAD 83(1986)-  39 22 06.     (N)    087 30 58.     (W)     SCALED    
 KA1271* NAVD 88     -       138.332  (meters)     453.84   (feet)  ADJUSTED  
 KA1271  ___________________________________________________________________
 KA1271  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KA1271  DYNAMIC HT  -         138.253 (meters)     453.59  (feet)  COMP
 KA1271  MODELED GRAV-     980,051.6   (mgal)                       NAVD 88
 KA1271
 KA1271  VERT ORDER  -  FIRST     CLASS II
 KA1271
 KA1271.The horizontal coordinates were scaled from a topographic map and have
 KA1271.an estimated accuracy of +/- 6 seconds.
 KA1271
 KA1271.The orthometric height was determined by differential leveling
 KA1271.and adjusted by the National Geodetic Survey in June 1991..
 KA1271
 KA1271.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1271.See file dsdata.txt to determine how the superseded data were derived.
 KA1271
 KA1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ555577(NAD 83)
 KA1271_MARKER: DB = BENCH MARK DISK
 KA1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1271_STAMPING: M 293 1956
 KA1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1271+STABILITY: SURFACE MOTION
 KA1271
 KA1271  HISTORY     - Date     Condition        Report By
 KA1271  HISTORY     - 1956     MONUMENTED       CGS
 KA1271  HISTORY     - 1969     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1969
 KA1271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1107 ***********************************************************************
 KA1107  DESIGNATION -  M 294
 KA1107  PID         -  KA1107
 KA1107  STATE/COUNTY-  IN/VIGO
 KA1107  USGS QUAD   -  TERRE HAUTE (1993)
 KA1107
 KA1107                         *CURRENT SURVEY CONTROL
 KA1107  ___________________________________________________________________
 KA1107* NAD 83(1986)-  39 27 58.     (N)    087 24 15.     (W)     SCALED    
 KA1107* NAVD 88     -       151.436  (meters)     496.84   (feet)  ADJUSTED  
 KA1107  ___________________________________________________________________
 KA1107  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KA1107  DYNAMIC HT  -         151.350 (meters)     496.55  (feet)  COMP
 KA1107  MODELED GRAV-     980,057.2   (mgal)                       NAVD 88
 KA1107
 KA1107  VERT ORDER  -  FIRST     CLASS II
 KA1107
 KA1107.The horizontal coordinates were scaled from a topographic map and have
 KA1107.an estimated accuracy of +/- 6 seconds.
 KA1107
 KA1107.The orthometric height was determined by differential leveling
 KA1107.and adjusted by the National Geodetic Survey in June 1991..
 KA1107
 KA1107.The geoid height was determined by GEOID03.
 KA1107
 KA1107.The dynamic height is computed by dividing the NAVD 88
 KA1107.geopotential number by the normal gravity value computed on the
 KA1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1107.degrees latitude (g = 980.6199 gals.).
 KA1107
 KA1107.The modeled gravity was interpolated from observed gravity values.
 KA1107
 KA1107;                    North         East    Units  Estimated Accuracy
 KA1107;SPC IN W     -   468,290.      872,390.      MT  (+/- 180 meters Scaled)
 KA1107
 KA1107                          SUPERSEDED SURVEY CONTROL
 KA1107
 KA1107  NGVD 29 (??/??/92)  151.537  (m)          497.17   (f) ADJ UNCH    1 2
 KA1107
 KA1107.Superseded values are not recommended for survey control.
 KA1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1107.See file dsdata.txt to determine how the superseded data were derived.
 KA1107
 KA1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ652685(NAD 83)
 KA1107_MARKER: DB = BENCH MARK DISK
 KA1107_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KA1107_SP_SET: FOUNDATION WALL
 KA1107_STAMPING: M 294 1956
 KA1107_MARK LOGO: CGS   
 KA1107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA1107+STABILITY: POSITION/ELEVATION WELL
 KA1107
 KA1107  HISTORY     - Date     Condition        Report By
 KA1107  HISTORY     - 1956     MONUMENTED       CGS
 KA1107  HISTORY     - 1985     GOOD             NGS
 KA1107  HISTORY     - 1986     GOOD             NGS
 KA1107  HISTORY     - 19900428 GOOD             USPSQD
 KA1107
 KA1107                          STATION DESCRIPTION
 KA1107
 KA1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1107'AT TERRE HAUTE.
 KA1107'AT TERRE HAUTE, ABOUT 0.6 MILE EAST ALONG OHIO STREET FROM THE
 KA1107'COURT HOUSE, SET VERTICALLY IN THE SOUTH FACE OF BRICK BUILDING
 KA1107'OF WTHI-TV STUDIO, 15 FEET NORTH OF NORTH CURB LINE OF OHIO
 KA1107'STREET, 66 FEET SOUTH-SOUTHEAST OF FOUNDATION OF SOUTHWEST LEG
 KA1107'OF TV TOWER AND 2 FEET ABOVE LEVEL OF SIDE WALK.
 KA1107
 KA1107                          STATION RECOVERY (1985)
 KA1107
 KA1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KA1107'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN TERRE
 KA1107'HAUTE, AT THE INTERSECTION OF OHIO AND 9 1/2 STREETS, SET VERTICALLY
 KA1107'IN THE SOUTH FACE OF THE BRICK FOUNDATION OF THE WTHI TV BUILDING,
 KA1107'39.5 M (129.6 FT) EAST OF THE CENTER OF 9 1/2 STREET, 14.3 M (46.9 FT)
 KA1107'NORTH OF THE CENTER OF OHIO STREET, AND 3.5 M (11.5 FT) WEST OF THE
 KA1107'SOUTHEAST CORNER OF THE BUILDING.
 KA1107'THE MARK IS 0.6 M ABOVE A SIDEWALK.
 KA1107
 KA1107                          STATION RECOVERY (1986)
 KA1107
 KA1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KA1107'RECOVERED IN GOOD CONDITION.
 KA1107
 KA1107                          STATION RECOVERY (1990)
 KA1107
 KA1107'RECOVERY NOTE BY US POWER SQUADRON 1990 (CH)
 KA1107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0655 ***********************************************************************
 KA0655  DESIGNATION -  M 3
 KA0655  PID         -  KA0655
 KA0655  STATE/COUNTY-  IN/PUTNAM
 KA0655  USGS QUAD   -  GREENCASTLE (1986)
 KA0655
 KA0655                         *CURRENT SURVEY CONTROL
 KA0655  ___________________________________________________________________
 KA0655* NAD 83(1986)-  39 39 14.     (N)    086 52 04.     (W)     SCALED    
 KA0655* NAVD 88     -       224.833  (meters)     737.64   (feet)  ADJUSTED  
 KA0655  ___________________________________________________________________
 KA0655  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KA0655  DYNAMIC HT  -         224.706 (meters)     737.22  (feet)  COMP
 KA0655  MODELED GRAV-     980,056.6   (mgal)                       NAVD 88
 KA0655
 KA0655  VERT ORDER  -  FIRST     CLASS II
 KA0655
 KA0655.The horizontal coordinates were scaled from a topographic map and have
 KA0655.an estimated accuracy of +/- 6 seconds.
 KA0655
 KA0655.The orthometric height was determined by differential leveling
 KA0655.and adjusted by the National Geodetic Survey in June 1991..
 KA0655
 KA0655.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0655.See file dsdata.txt to determine how the superseded data were derived.
 KA0655
 KA0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ113893(NAD 83)
 KA0655_MARKER: DB = BENCH MARK DISK
 KA0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0655_STAMPING: ELEV 738.035 FT M 3
 KA0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0655+STABILITY: SURFACE MOTION
 KA0655
 KA0655  HISTORY     - Date     Condition        Report By
 KA0655  HISTORY     - UNK      MONUMENTED       CGS
 KA0655  HISTORY     - 1946     GOOD             NGS
 KA0655  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0655
 KA0655                          STATION DESCRIPTION
 KA0655
 KA0655'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0875 ***********************************************************************
 LB0875  DESIGNATION -  M 30
 LB0875  PID         -  LB0875
 LB0875  STATE/COUNTY-  IN/TIPPECANOE
 LB0875  USGS QUAD   -  LAFAYETTE EAST (1986)
 LB0875
 LB0875                         *CURRENT SURVEY CONTROL
 LB0875  ___________________________________________________________________
 LB0875* NAD 83(1986)-  40 28 57.     (N)    086 51 53.     (W)     SCALED    
 LB0875* NAVD 88     -       165.825  (meters)     544.04   (feet)  ADJUSTED  
 LB0875  ___________________________________________________________________
 LB0875  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 LB0875  DYNAMIC HT  -         165.744 (meters)     543.78  (feet)  COMP
 LB0875  MODELED GRAV-     980,129.5   (mgal)                       NAVD 88
 LB0875
 LB0875  VERT ORDER  -  SECOND    CLASS 0
 LB0875
 LB0875.The horizontal coordinates were scaled from a topographic map and have
 LB0875.an estimated accuracy of +/- 6 seconds.
 LB0875
 LB0875.The orthometric height was determined by differential leveling
 LB0875.and adjusted by the National Geodetic Survey in June 1991..
 LB0875
 LB0875.The geoid height was determined by GEOID03.
 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     -   581,120.      918,540.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0875.See file dsdata.txt to determine how the superseded data were derived.
 LB0875
 LB0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK114813(NAD 83)
 LB0875_MARKER: DB = BENCH MARK DISK
 LB0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0875_STAMPING: M 30 1934
 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             NGS
 LB0875
 LB0875                          STATION DESCRIPTION
 LB0875
 LB0875'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0705 ***********************************************************************
 MD0705  DESIGNATION -  M 305
 MD0705  PID         -  MD0705
 MD0705  STATE/COUNTY-  IN/ALLEN
 MD0705  USGS QUAD   -  HUNTERTOWN (1981)
 MD0705
 MD0705                         *CURRENT SURVEY CONTROL
 MD0705  ___________________________________________________________________
 MD0705* NAD 83(1986)-  41 10 41.     (N)    085 07 53.     (W)     SCALED    
 MD0705* NAVD 88     -       257.275  (meters)     844.08   (feet)  ADJUSTED  
 MD0705  ___________________________________________________________________
 MD0705  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MD0705  DYNAMIC HT  -         257.174 (meters)     843.75  (feet)  COMP
 MD0705  MODELED GRAV-     980,225.2   (mgal)                       NAVD 88
 MD0705
 MD0705  VERT ORDER  -  SECOND    CLASS 0
 MD0705
 MD0705.The horizontal coordinates were scaled from a topographic map and have
 MD0705.an estimated accuracy of +/- 6 seconds.
 MD0705
 MD0705.The orthometric height was determined by differential leveling
 MD0705.and adjusted by the National Geodetic Survey in June 1991..
 MD0705
 MD0705.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0705.See file dsdata.txt to determine how the superseded data were derived.
 MD0705
 MD0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL567602(NAD 83)
 MD0705_MARKER: DB = BENCH MARK DISK
 MD0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0705_STAMPING: M 305 1963
 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 = OCTOBER  6, 2006
 MD1456 ***********************************************************************
 MD1456  DESIGNATION -  M 305 RESET
 MD1456  PID         -  MD1456
 MD1456  STATE/COUNTY-  IN/ALLEN
 MD1456  USGS QUAD   -  HUNTERTOWN (1981)
 MD1456
 MD1456                         *CURRENT SURVEY CONTROL
 MD1456  ___________________________________________________________________
 MD1456* NAD 83(1986)-  41 10 41.     (N)    085 07 53.     (W)     SCALED    
 MD1456* NAVD 88     -       257.08   (meters)     843.4    (feet)  RESET     
 MD1456  ___________________________________________________________________
 MD1456  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MD1456
 MD1456  VERT ORDER  -  THIRD
 MD1456
 MD1456.The horizontal coordinates were scaled from a topographic map and have
 MD1456.an estimated accuracy of +/- 6 seconds.
 MD1456
 MD1456.The orthometric height was computed from unverified reset data.
 MD1456
 MD1456.The geoid height was determined by GEOID03.
 MD1456
 MD1456;                    North         East    Units  Estimated Accuracy
 MD1456;SPC IN E     -   658,470.      144,910.      MT  (+/- 180 meters Scaled)
 MD1456
 MD1456                          SUPERSEDED SURVEY CONTROL
 MD1456
 MD1456  NGVD 29 (04/16/04)  257.20   (m)          843.8    (f) RESET       3  
 MD1456
 MD1456.Superseded values are not recommended for survey control.
 MD1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1456.See file dsdata.txt to determine how the superseded data were derived.
 MD1456
 MD1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL567602(NAD 83)
 MD1456_MARKER: DB = BENCH MARK DISK
 MD1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1456_SP_SET: 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 = OCTOBER  6, 2006
 JA0667 ***********************************************************************
 JA0667  DESIGNATION -  M 309
 JA0667  PID         -  JA0667
 JA0667  STATE/COUNTY-  IN/MARTIN
 JA0667  USGS QUAD   -  HURON (1993)
 JA0667
 JA0667                         *CURRENT SURVEY CONTROL
 JA0667  ___________________________________________________________________
 JA0667* NAD 83(1986)-  38 43 00.     (N)    086 41 11.     (W)     SCALED    
 JA0667* NAVD 88     -       162.969  (meters)     534.67   (feet)  ADJUSTED  
 JA0667  ___________________________________________________________________
 JA0667  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JA0667  DYNAMIC HT  -         162.863 (meters)     534.33  (feet)  COMP
 JA0667  MODELED GRAV-     979,979.0   (mgal)                       NAVD 88
 JA0667
 JA0667  VERT ORDER  -  FIRST     CLASS II
 JA0667
 JA0667.The horizontal coordinates were scaled from a topographic map and have
 JA0667.an estimated accuracy of +/- 6 seconds.
 JA0667
 JA0667.The orthometric height was determined by differential leveling
 JA0667.and adjusted by the National Geodetic Survey in June 1991..
 JA0667
 JA0667.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0667.See file dsdata.txt to determine how the superseded data were derived.
 JA0667
 JA0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH272853(NAD 83)
 JA0667_MARKER: DB = BENCH MARK DISK
 JA0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0667_STAMPING: M 309 1965
 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 = OCTOBER  6, 2006
 LB0726 ***********************************************************************
 LB0726  DESIGNATION -  M 31
 LB0726  PID         -  LB0726
 LB0726  STATE/COUNTY-  IN/TIPPECANOE
 LB0726  USGS QUAD   -  MULBERRY (1980)
 LB0726
 LB0726                         *CURRENT SURVEY CONTROL
 LB0726  ___________________________________________________________________
 LB0726* NAD 83(1986)-  40 21 55.     (N)    086 43 58.     (W)     SCALED    
 LB0726* NAVD 88     -       208.502  (meters)     684.06   (feet)  ADJUSTED  
 LB0726  ___________________________________________________________________
 LB0726  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 LB0726  DYNAMIC HT  -         208.396 (meters)     683.71  (feet)  COMP
 LB0726  MODELED GRAV-     980,112.2   (mgal)                       NAVD 88
 LB0726
 LB0726  VERT ORDER  -  SECOND    CLASS 0
 LB0726
 LB0726.The horizontal coordinates were scaled from a topographic map and have
 LB0726.an estimated accuracy of +/- 6 seconds.
 LB0726
 LB0726.The orthometric height was determined by differential leveling
 LB0726.and adjusted by the National Geodetic Survey in June 1991..
 LB0726
 LB0726.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0726.See file dsdata.txt to determine how the superseded data were derived.
 LB0726
 LB0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK226683(NAD 83)
 LB0726_MARKER: DB = BENCH MARK DISK
 LB0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0726_STAMPING: M 31 1934
 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             NGS
 LB0726  HISTORY     - 20020520 MARK NOT FOUND   INDIV
 LB0726
 LB0726                          STATION DESCRIPTION
 LB0726
 LB0726'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0372 ***********************************************************************
 JA0372  DESIGNATION -  M 310
 JA0372  PID         -  JA0372
 JA0372  STATE/COUNTY-  IN/ORANGE
 JA0372  USGS QUAD   -  VALEENE (1993)
 JA0372
 JA0372                         *CURRENT SURVEY CONTROL
 JA0372  ___________________________________________________________________
 JA0372* NAD 83(1986)-  38 26 48.     (N)    086 27 24.     (W)     SCALED    
 JA0372* NAVD 88     -       179.618  (meters)     589.30   (feet)  ADJUSTED  
 JA0372  ___________________________________________________________________
 JA0372  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JA0372  DYNAMIC HT  -         179.492 (meters)     588.88  (feet)  COMP
 JA0372  MODELED GRAV-     979,927.5   (mgal)                       NAVD 88
 JA0372
 JA0372  VERT ORDER  -  FIRST     CLASS II
 JA0372
 JA0372.The horizontal coordinates were scaled from a topographic map and have
 JA0372.an estimated accuracy of +/- 6 seconds.
 JA0372
 JA0372.The orthometric height was determined by differential leveling
 JA0372.and adjusted by the National Geodetic Survey in June 1991..
 JA0372
 JA0372.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0372.See file dsdata.txt to determine how the superseded data were derived.
 JA0372
 JA0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH474555(NAD 83)
 JA0372_MARKER: DB = BENCH MARK DISK
 JA0372_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0372_SP_SET: 12 FEET
 JA0372_STAMPING: M 310 1965
 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 = OCTOBER  6, 2006
 JA0718 ***********************************************************************
 JA0718  DESIGNATION -  M 311
 JA0718  PID         -  JA0718
 JA0718  STATE/COUNTY-  IN/MARTIN
 JA0718  USGS QUAD   -  LOOGOOTEE (1978)
 JA0718
 JA0718                         *CURRENT SURVEY CONTROL
 JA0718  ___________________________________________________________________
 JA0718* NAD 83(1986)-  38 40 53.     (N)    086 54 14.     (W)     SCALED    
 JA0718* NAVD 88     -       155.070  (meters)     508.76   (feet)  ADJUSTED  
 JA0718  ___________________________________________________________________
 JA0718  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JA0718  DYNAMIC HT  -         154.970 (meters)     508.43  (feet)  COMP
 JA0718  MODELED GRAV-     979,983.1   (mgal)                       NAVD 88
 JA0718
 JA0718  VERT ORDER  -  FIRST     CLASS II
 JA0718
 JA0718.The horizontal coordinates were scaled from a topographic map and have
 JA0718.an estimated accuracy of +/- 6 seconds.
 JA0718
 JA0718.The orthometric height was determined by differential leveling
 JA0718.and adjusted by the National Geodetic Survey in June 1991..
 JA0718
 JA0718.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0718.See file dsdata.txt to determine how the superseded data were derived.
 JA0718
 JA0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH083814(NAD 83)
 JA0718_MARKER: DB = BENCH MARK DISK
 JA0718_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0718_SP_SET: OVERPASS
 JA0718_STAMPING: M 311 1965
 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 = OCTOBER  6, 2006
 JA0253 ***********************************************************************
 JA0253  DESIGNATION -  M 312
 JA0253  PID         -  JA0253
 JA0253  STATE/COUNTY-  IN/HARRISON
 JA0253  USGS QUAD   -  DEPAUW (1994)
 JA0253
 JA0253                         *CURRENT SURVEY CONTROL
 JA0253  ___________________________________________________________________
 JA0253* NAD 83(1986)-  38 19 48.     (N)    086 12 05.     (W)     SCALED    
 JA0253* NAVD 88     -       216.008  (meters)     708.69   (feet)  ADJUSTED  
 JA0253  ___________________________________________________________________
 JA0253  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JA0253  DYNAMIC HT  -         215.856 (meters)     708.19  (feet)  COMP
 JA0253  MODELED GRAV-     979,920.6   (mgal)                       NAVD 88
 JA0253
 JA0253  VERT ORDER  -  FIRST     CLASS II
 JA0253
 JA0253.The horizontal coordinates were scaled from a topographic map and have
 JA0253.an estimated accuracy of +/- 6 seconds.
 JA0253
 JA0253.The orthometric height was determined by differential leveling
 JA0253.and adjusted by the National Geodetic Survey in June 1991..
 JA0253
 JA0253.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0253.See file dsdata.txt to determine how the superseded data were derived.
 JA0253
 JA0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH698427(NAD 83)
 JA0253_MARKER: DB = BENCH MARK DISK
 JA0253_SETTING: 66 = SET IN ROCK OUTCROP
 JA0253_SP_SET: ROCK CUT
 JA0253_STAMPING: M 312 1965
 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 = OCTOBER  6, 2006
 HZ1346 ***********************************************************************
 HZ1346  DESIGNATION -  M 313
 HZ1346  PID         -  HZ1346
 HZ1346  STATE/COUNTY-  IN/FLOYD
 HZ1346  USGS QUAD   -  GEORGETOWN (1993)
 HZ1346
 HZ1346                         *CURRENT SURVEY CONTROL
 HZ1346  ___________________________________________________________________
 HZ1346* NAD 83(1986)-  38 17 14.     (N)    085 53 09.     (W)     SCALED    
 HZ1346* NAVD 88     -       179.352  (meters)     588.42   (feet)  ADJUSTED  
 HZ1346  ___________________________________________________________________
 HZ1346  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 HZ1346  DYNAMIC HT  -         179.228 (meters)     588.02  (feet)  COMP
 HZ1346  MODELED GRAV-     979,931.4   (mgal)                       NAVD 88
 HZ1346
 HZ1346  VERT ORDER  -  FIRST     CLASS II
 HZ1346
 HZ1346.The horizontal coordinates were scaled from a topographic map and have
 HZ1346.an estimated accuracy of +/- 6 seconds.
 HZ1346
 HZ1346.The orthometric height was determined by differential leveling
 HZ1346.and adjusted by the National Geodetic Survey in June 1991..
 HZ1346
 HZ1346.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1346.See file dsdata.txt to determine how the superseded data were derived.
 HZ1346
 HZ1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH974382(NAD 83)
 HZ1346_MARKER: DB = BENCH MARK DISK
 HZ1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1346_STAMPING: M 313 1965
 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 = OCTOBER  6, 2006
 JA0874 ***********************************************************************
 JA0874  DESIGNATION -  M 314
 JA0874  PID         -  JA0874
 JA0874  STATE/COUNTY-  IN/KNOX
 JA0874  USGS QUAD   -  FRITCHTON (1988)
 JA0874
 JA0874                         *CURRENT SURVEY CONTROL
 JA0874  ___________________________________________________________________
 JA0874* NAD 83(1986)-  38 40 41.     (N)    087 23 22.     (W)     SCALED    
 JA0874* NAVD 88     -       145.507  (meters)     477.38   (feet)  ADJUSTED  
 JA0874  ___________________________________________________________________
 JA0874  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 JA0874  DYNAMIC HT  -         145.416 (meters)     477.09  (feet)  COMP
 JA0874  MODELED GRAV-     979,999.8   (mgal)                       NAVD 88
 JA0874
 JA0874  VERT ORDER  -  FIRST     CLASS II
 JA0874
 JA0874.The horizontal coordinates were scaled from a topographic map and have
 JA0874.an estimated accuracy of +/- 6 seconds.
 JA0874
 JA0874.The orthometric height was determined by differential leveling
 JA0874.and adjusted by the National Geodetic Survey in June 1991..
 JA0874
 JA0874.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0874.See file dsdata.txt to determine how the superseded data were derived.
 JA0874
 JA0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH661811(NAD 83)
 JA0874_MARKER: DB = BENCH MARK DISK
 JA0874_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0874_SP_SET: COPPER-CLAD STEEL ROD
 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 = OCTOBER  6, 2006
 JA1085 ***********************************************************************
 JA1085  DESIGNATION -  M 315
 JA1085  PID         -  JA1085
 JA1085  STATE/COUNTY-  IN/PIKE
 JA1085  USGS QUAD   -  PETERSBURG (1980)
 JA1085
 JA1085                         *CURRENT SURVEY CONTROL
 JA1085  ___________________________________________________________________
 JA1085* NAD 83(1986)-  38 28 37.     (N)    087 17 05.     (W)     SCALED    
 JA1085* NAVD 88     -       131.373  (meters)     431.01   (feet)  ADJUSTED  
 JA1085  ___________________________________________________________________
 JA1085  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 JA1085  DYNAMIC HT  -         131.288 (meters)     430.73  (feet)  COMP
 JA1085  MODELED GRAV-     979,976.6   (mgal)                       NAVD 88
 JA1085
 JA1085  VERT ORDER  -  FIRST     CLASS II
 JA1085
 JA1085.The horizontal coordinates were scaled from a topographic map and have
 JA1085.an estimated accuracy of +/- 6 seconds.
 JA1085
 JA1085.The orthometric height was determined by differential leveling
 JA1085.and adjusted by the National Geodetic Survey in June 1991..
 JA1085
 JA1085.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1085.See file dsdata.txt to determine how the superseded data were derived.
 JA1085
 JA1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH751587(NAD 83)
 JA1085_MARKER: DB = BENCH MARK DISK
 JA1085_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA1085_SP_SET: 72 FEET
 JA1085_STAMPING: M 315 1965
 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 = OCTOBER  6, 2006
 JA1049 ***********************************************************************
 JA1049  DESIGNATION -  M 316
 JA1049  PID         -  JA1049
 JA1049  STATE/COUNTY-  IN/WARRICK
 JA1049  USGS QUAD   -  ELBERFELD (1988)
 JA1049
 JA1049                         *CURRENT SURVEY CONTROL
 JA1049  ___________________________________________________________________
 JA1049* NAD 83(1986)-  38 10 20.     (N)    087 26 14.     (W)     SCALED    
 JA1049* NAVD 88     -       131.995  (meters)     433.05   (feet)  ADJUSTED  
 JA1049  ___________________________________________________________________
 JA1049  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 JA1049  DYNAMIC HT  -         131.906 (meters)     432.76  (feet)  COMP
 JA1049  MODELED GRAV-     979,952.1   (mgal)                       NAVD 88
 JA1049
 JA1049  VERT ORDER  -  FIRST     CLASS II
 JA1049
 JA1049.The horizontal coordinates were scaled from a topographic map and have
 JA1049.an estimated accuracy of +/- 6 seconds.
 JA1049
 JA1049.The orthometric height was determined by differential leveling
 JA1049.and adjusted by the National Geodetic Survey in June 1991..
 JA1049
 JA1049.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1049.See file dsdata.txt to determine how the superseded data were derived.
 JA1049
 JA1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH617250(NAD 83)
 JA1049_MARKER: DB = BENCH MARK DISK
 JA1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1049_STAMPING: M 316 1965
 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 = OCTOBER  6, 2006
 JA0607 ***********************************************************************
 JA0607  DESIGNATION -  M 317
 JA0607  PID         -  JA0607
 JA0607  STATE/COUNTY-  IN/SPENCER
 JA0607  USGS QUAD   -  DALE (1980)
 JA0607
 JA0607                         *CURRENT SURVEY CONTROL
 JA0607  ___________________________________________________________________
 JA0607* NAD 83(1997)-  38 09 58.52123(N)    086 58 17.67578(W)     ADJUSTED  
 JA0607* NAVD 88     -       128.879  (meters)     422.83   (feet)  ADJUSTED  
 JA0607  ___________________________________________________________________
 JA0607  X           -     265,272.716 (meters)                     COMP
 JA0607  Y           -  -5,014,110.758 (meters)                     COMP
 JA0607  Z           -   3,920,029.400 (meters)                     COMP
 JA0607  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 JA0607  ELLIP HEIGHT-          96.97  (meters)          (05/25/99) GPS OBS
 JA0607  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 JA0607  DYNAMIC HT  -         128.792 (meters)     422.55  (feet)  COMP
 JA0607  MODELED GRAV-     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
 JA0607.and adjusted by the National Geodetic Survey in June 1991..
 JA0607
 JA0607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA0607
 JA0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0607
 JA0607.The ellipsoidal height was determined by GPS observations
 JA0607.and is referenced to NAD 83.
 JA0607
 JA0607.The geoid height was determined by GEOID03.
 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;                    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  =   0.99995264
 JA0607!UTM  16      -   0.99998478  x   0.99960008  =   0.99958487
 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
 JA0607.Superseded values are not recommended for survey control.
 JA0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0607.See file dsdata.txt to determine how the superseded data were derived.
 JA0607
 JA0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0249024262(NAD 83)
 JA0607_MARKER: DB = BENCH MARK DISK
 JA0607_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0607_SP_SET: COPPER-CLAD STEEL ROD
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA0702 ***********************************************************************
 HA0702  DESIGNATION -  M 318
 HA0702  PID         -  HA0702
 HA0702  STATE/COUNTY-  IN/SPENCER
 HA0702  USGS QUAD   -  ROCKPORT (1982)
 HA0702
 HA0702                         *CURRENT SURVEY CONTROL
 HA0702  ___________________________________________________________________
 HA0702* NAD 83(1986)-  37 55 20.     (N)    087 00 33.     (W)     SCALED    
 HA0702* NAVD 88     -       120.133  (meters)     394.14   (feet)  ADJUSTED  
 HA0702  ___________________________________________________________________
 HA0702  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 HA0702  DYNAMIC HT  -         120.053 (meters)     393.87  (feet)  COMP
 HA0702  MODELED GRAV-     979,956.3   (mgal)                       NAVD 88
 HA0702
 HA0702  VERT ORDER  -  FIRST     CLASS II
 HA0702
 HA0702.The horizontal coordinates were scaled from a topographic map and have
 HA0702.an estimated accuracy of +/- 6 seconds.
 HA0702
 HA0702.The orthometric height was determined by differential leveling
 HA0702.and adjusted by the National Geodetic Survey in June 1991..
 HA0702
 HA0702.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0702.See file dsdata.txt to determine how the superseded data were derived.
 HA0702
 HA0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG991971(NAD 83)
 HA0702_MARKER: DB = BENCH MARK DISK
 HA0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0702_STAMPING: M 318 1965
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ0795 ***********************************************************************
 HZ0795  DESIGNATION -  M 319
 HZ0795  PID         -  HZ0795
 HZ0795  STATE/COUNTY-  IN/SWITZERLAND
 HZ0795  USGS QUAD   -  PATRIOT (1994)
 HZ0795
 HZ0795                         *CURRENT SURVEY CONTROL
 HZ0795  ___________________________________________________________________
 HZ0795* NAD 83(1986)-  38 52 22.     (N)    084 47 29.     (W)     SCALED    
 HZ0795* NAVD 88     -       156.491  (meters)     513.42   (feet)  ADJUSTED  
 HZ0795  ___________________________________________________________________
 HZ0795  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 HZ0795  DYNAMIC HT  -         156.392 (meters)     513.10  (feet)  COMP
 HZ0795  MODELED GRAV-     979,994.7   (mgal)                       NAVD 88
 HZ0795
 HZ0795  VERT ORDER  -  FIRST     CLASS II
 HZ0795
 HZ0795.The horizontal coordinates were scaled from a topographic map and have
 HZ0795.an estimated accuracy of +/- 6 seconds.
 HZ0795
 HZ0795.The orthometric height was determined by differential leveling
 HZ0795.and adjusted by the National Geodetic Survey in June 1991..
 HZ0795
 HZ0795.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0795.See file dsdata.txt to determine how the superseded data were derived.
 HZ0795
 HZ0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ916049(NAD 83)
 HZ0795_MARKER: DB = BENCH MARK DISK
 HZ0795_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HZ0795_SP_SET: 28 FEET
 HZ0795_STAMPING: M 319 1965
 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 = OCTOBER  6, 2006
 LB0750 ***********************************************************************
 LB0750  DESIGNATION -  M 32
 LB0750  PID         -  LB0750
 LB0750  STATE/COUNTY-  IN/CLINTON
 LB0750  USGS QUAD   -  COLFAX (1980)
 LB0750
 LB0750                         *CURRENT SURVEY CONTROL
 LB0750  ___________________________________________________________________
 LB0750* NAD 83(1986)-  40 12 58.     (N)    086 37 41.     (W)     SCALED    
 LB0750* NAVD 88     -       260.068  (meters)     853.24   (feet)  ADJUSTED  
 LB0750  ___________________________________________________________________
 LB0750  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 LB0750  DYNAMIC HT  -         259.930 (meters)     852.79  (feet)  COMP
 LB0750  MODELED GRAV-     980,090.3   (mgal)                       NAVD 88
 LB0750
 LB0750  VERT ORDER  -  SECOND    CLASS 0
 LB0750
 LB0750.The horizontal coordinates were scaled from a topographic map and have
 LB0750.an estimated accuracy of +/- 6 seconds.
 LB0750
 LB0750.The orthometric height was determined by differential leveling
 LB0750.and adjusted by the National Geodetic Survey in June 1991..
 LB0750
 LB0750.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0750.See file dsdata.txt to determine how the superseded data were derived.
 LB0750
 LB0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK316518(NAD 83)
 LB0750_MARKER: DB = BENCH MARK DISK
 LB0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0750_STAMPING: M 32 1934
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1043 ***********************************************************************
 HZ1043  DESIGNATION -  M 320
 HZ1043  PID         -  HZ1043
 HZ1043  STATE/COUNTY-  IN/JEFFERSON
 HZ1043  USGS QUAD   -  CARROLLTON (1994)
 HZ1043
 HZ1043                         *CURRENT SURVEY CONTROL
 HZ1043  ___________________________________________________________________
 HZ1043* NAD 83(1986)-  38 43 10.     (N)    085 13 27.     (W)     SCALED    
 HZ1043* NAVD 88     -       159.293  (meters)     522.61   (feet)  ADJUSTED  
 HZ1043  ___________________________________________________________________
 HZ1043  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ1043  DYNAMIC HT  -         159.189 (meters)     522.27  (feet)  COMP
 HZ1043  MODELED GRAV-     979,970.6   (mgal)                       NAVD 88
 HZ1043
 HZ1043  VERT ORDER  -  FIRST     CLASS II
 HZ1043
 HZ1043.The horizontal coordinates were scaled from a topographic map and have
 HZ1043.an estimated accuracy of +/- 6 seconds.
 HZ1043
 HZ1043.The orthometric height was determined by differential leveling
 HZ1043.and adjusted by the National Geodetic Survey in June 1991..
 HZ1043
 HZ1043.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1043.See file dsdata.txt to determine how the superseded data were derived.
 HZ1043
 HZ1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH543871(NAD 83)
 HZ1043_MARKER: DB = BENCH MARK DISK
 HZ1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1043_STAMPING: M 320 1965
 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 = OCTOBER  6, 2006
 HZ1704 ***********************************************************************
 HZ1704  DESIGNATION -  M 321
 HZ1704  PID         -  HZ1704
 HZ1704  STATE/COUNTY-  IN/JEFFERSON
 HZ1704  USGS QUAD   -  KENT (1994)
 HZ1704
 HZ1704                         *CURRENT SURVEY CONTROL
 HZ1704  ___________________________________________________________________
 HZ1704* NAD 83(1986)-  38 41 40.     (N)    085 31 35.     (W)     SCALED    
 HZ1704* NAVD 88     -       240.302  (meters)     788.39   (feet)  ADJUSTED  
 HZ1704  ___________________________________________________________________
 HZ1704  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 HZ1704  DYNAMIC HT  -         240.143 (meters)     787.87  (feet)  COMP
 HZ1704  MODELED GRAV-     979,959.8   (mgal)                       NAVD 88
 HZ1704
 HZ1704  VERT ORDER  -  FIRST     CLASS II
 HZ1704
 HZ1704.The horizontal coordinates were scaled from a topographic map and have
 HZ1704.an estimated accuracy of +/- 6 seconds.
 HZ1704
 HZ1704.The orthometric height was determined by differential leveling
 HZ1704.and adjusted by the National Geodetic Survey in June 1991..
 HZ1704
 HZ1704.The geoid height was determined by GEOID03.
 HZ1704
 HZ1704.The dynamic height is computed by dividing the NAVD 88
 HZ1704.geopotential number by the normal gravity value computed on the
 HZ1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ1704.degrees latitude (g = 980.6199 gals.).
 HZ1704
 HZ1704.The modeled gravity was interpolated from observed gravity values.
 HZ1704
 HZ1704;                    North         East    Units  Estimated Accuracy
 HZ1704;SPC IN E     -   382,590.      112,200.      MT  (+/- 180 meters Scaled)
 HZ1704
 HZ1704                          SUPERSEDED SURVEY CONTROL
 HZ1704
 HZ1704  NGVD 29 (??/??/92)  240.461  (m)          788.91   (f) ADJ UNCH    1 2
 HZ1704
 HZ1704.Superseded values are not recommended for survey control.
 HZ1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1704.See file dsdata.txt to determine how the superseded data were derived.
 HZ1704
 HZ1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH281839(NAD 83)
 HZ1704_MARKER: DB = BENCH MARK DISK
 HZ1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1704_STAMPING: M 321 1965
 HZ1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1704+STABILITY: SURFACE MOTION
 HZ1704
 HZ1704  HISTORY     - Date     Condition        Report By
 HZ1704  HISTORY     - 1965     MONUMENTED       CGS
 HZ1704
 HZ1704                          STATION DESCRIPTION
 HZ1704
 HZ1704'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HZ1704'4.2 MI SW FROM HANOVER.
 HZ1704'ABOUT 3.2 MILES WEST ALONG STATE HIGHWAYS 56 AND 62 FROM THE
 HZ1704'METHODIST CHURCH AT HANOVER, THENCE 1.0 MILE SOUTH ALONG STATE
 HZ1704'HIGHWAY 62, AT A SMALL PARKING AREA ALONG THE WEST SIDE OF THE
 HZ1704'HIGHWAY, IN SECTION 16, T 3 N, R 9 E, 40 FEET WEST OF THE CENTER
 HZ1704'LINE OF THE HIGHWAY, 4 FEET SOUTH OF A POWER POLE, 1 FOOT WEST
 HZ1704'OF A FENCE, 1 FOOT NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 HZ1704'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 HZ1704'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1584 ***********************************************************************
 HZ1584  DESIGNATION -  M 323
 HZ1584  PID         -  HZ1584
 HZ1584  STATE/COUNTY-  IN/HARRISON
 HZ1584  USGS QUAD   -  KOSMOSDALE (1994)
 HZ1584
 HZ1584                         *CURRENT SURVEY CONTROL
 HZ1584  ___________________________________________________________________
 HZ1584* NAD 83(1986)-  38 07 25.     (N)    085 54 49.     (W)     SCALED    
 HZ1584* NAVD 88     -       131.175  (meters)     430.36   (feet)  ADJUSTED  
 HZ1584  ___________________________________________________________________
 HZ1584  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 HZ1584  DYNAMIC HT  -         131.085 (meters)     430.07  (feet)  COMP
 HZ1584  MODELED GRAV-     979,943.8   (mgal)                       NAVD 88
 HZ1584
 HZ1584  VERT ORDER  -  FIRST     CLASS II
 HZ1584
 HZ1584.The horizontal coordinates were scaled from a topographic map and have
 HZ1584.an estimated accuracy of +/- 6 seconds.
 HZ1584
 HZ1584.The orthometric height was determined by differential leveling
 HZ1584.and adjusted by the National Geodetic Survey in June 1991..
 HZ1584
 HZ1584.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1584.See file dsdata.txt to determine how the superseded data were derived.
 HZ1584
 HZ1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH952200(NAD 83)
 HZ1584_MARKER: DB = BENCH MARK DISK
 HZ1584_SETTING: 66 = SET IN ROCK OUTCROP
 HZ1584_SP_SET: ROCK OUTCROP
 HZ1584_STAMPING: M 323 1965
 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 = OCTOBER  6, 2006
 JA0469 ***********************************************************************
 JA0469  DESIGNATION -  M 324
 JA0469  PID         -  JA0469
 JA0469  STATE/COUNTY-  IN/HARRISON
 JA0469  USGS QUAD   -  MAUCKPORT (1994)
 JA0469
 JA0469                         *CURRENT SURVEY CONTROL
 JA0469  ___________________________________________________________________
 JA0469* NAD 83(1986)-  38 02 34.     (N)    086 14 19.     (W)     SCALED    
 JA0469* NAVD 88     -       126.090  (meters)     413.68   (feet)  ADJUSTED  
 JA0469  ___________________________________________________________________
 JA0469  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JA0469  DYNAMIC HT  -         126.001 (meters)     413.39  (feet)  COMP
 JA0469  MODELED GRAV-     979,921.5   (mgal)                       NAVD 88
 JA0469
 JA0469  VERT ORDER  -  FIRST     CLASS II
 JA0469
 JA0469.The horizontal coordinates were scaled from a topographic map and have
 JA0469.an estimated accuracy of +/- 6 seconds.
 JA0469
 JA0469.The orthometric height was determined by differential leveling
 JA0469.and adjusted by the National Geodetic Survey in June 1991..
 JA0469
 JA0469.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0469.See file dsdata.txt to determine how the superseded data were derived.
 JA0469
 JA0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH668108(NAD 83)
 JA0469_MARKER: DB = BENCH MARK DISK
 JA0469_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0469_SP_SET: BRIDGE
 JA0469_STAMPING: M 324 1965
 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 = OCTOBER  6, 2006
 HA1099 ***********************************************************************
 HA1099  DESIGNATION -  M 325
 HA1099  PID         -  HA1099
 HA1099  STATE/COUNTY-  IN/VANDERBURGH
 HA1099  USGS QUAD   -  WEST FRANKLIN (1981)
 HA1099
 HA1099                         *CURRENT SURVEY CONTROL
 HA1099  ___________________________________________________________________
 HA1099* NAD 83(1986)-  37 56 04.     (N)    087 40 05.     (W)     SCALED    
 HA1099* NAVD 88     -       148.520  (meters)     487.27   (feet)  ADJUSTED  
 HA1099  ___________________________________________________________________
 HA1099  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HA1099  DYNAMIC HT  -         148.417 (meters)     486.93  (feet)  COMP
 HA1099  MODELED GRAV-     979,933.2   (mgal)                       NAVD 88
 HA1099
 HA1099  VERT ORDER  -  FIRST     CLASS II
 HA1099
 HA1099.The horizontal coordinates were scaled from a topographic map and have
 HA1099.an estimated accuracy of +/- 6 seconds.
 HA1099
 HA1099.The orthometric height was determined by differential leveling
 HA1099.and adjusted by the National Geodetic Survey in June 1991..
 HA1099
 HA1099.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1099.See file dsdata.txt to determine how the superseded data were derived.
 HA1099
 HA1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG412987(NAD 83)
 HA1099_MARKER: DB = BENCH MARK DISK
 HA1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA1099_STAMPING: M 325 1965
 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 = OCTOBER  6, 2006
 HA0719 ***********************************************************************
 HA0719  DESIGNATION -  M 326
 HA0719  PID         -  HA0719
 HA0719  STATE/COUNTY-  IN/WARRICK
 HA0719  USGS QUAD   -  YANKEETOWN (1983)
 HA0719
 HA0719                         *CURRENT SURVEY CONTROL
 HA0719  ___________________________________________________________________
 HA0719* NAD 83(1986)-  37 55 59.     (N)    087 20 24.     (W)     SCALED    
 HA0719* NAVD 88     -       120.574  (meters)     395.58   (feet)  ADJUSTED  
 HA0719  ___________________________________________________________________
 HA0719  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HA0719  DYNAMIC HT  -         120.491 (meters)     395.31  (feet)  COMP
 HA0719  MODELED GRAV-     979,939.5   (mgal)                       NAVD 88
 HA0719
 HA0719  VERT ORDER  -  FIRST     CLASS II
 HA0719
 HA0719.The horizontal coordinates were scaled from a topographic map and have
 HA0719.an estimated accuracy of +/- 6 seconds.
 HA0719
 HA0719.The orthometric height was determined by differential leveling
 HA0719.and adjusted by the National Geodetic Survey in June 1991..
 HA0719
 HA0719.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0719.See file dsdata.txt to determine how the superseded data were derived.
 HA0719
 HA0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG701984(NAD 83)
 HA0719_MARKER: DB = BENCH MARK DISK
 HA0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0719_STAMPING: M 326 1965
 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 = OCTOBER  6, 2006
 JA0514 ***********************************************************************
 JA0514  DESIGNATION -  M 327
 JA0514  PID         -  JA0514
 JA0514  STATE/COUNTY-  IN/PERRY
 JA0514  USGS QUAD   -  ALTON (1993)
 JA0514
 JA0514                         *CURRENT SURVEY CONTROL
 JA0514  ___________________________________________________________________
 JA0514* NAD 83(1986)-  38 03 53.     (N)    086 29 15.     (W)     SCALED    
 JA0514* NAVD 88     -       132.741  (meters)     435.50   (feet)  ADJUSTED  
 JA0514  ___________________________________________________________________
 JA0514  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JA0514  DYNAMIC HT  -         132.646 (meters)     435.19  (feet)  COMP
 JA0514  MODELED GRAV-     979,912.5   (mgal)                       NAVD 88
 JA0514
 JA0514  VERT ORDER  -  FIRST     CLASS II
 JA0514
 JA0514.The horizontal coordinates were scaled from a topographic map and have
 JA0514.an estimated accuracy of +/- 6 seconds.
 JA0514
 JA0514.The orthometric height was determined by differential leveling
 JA0514.and adjusted by the National Geodetic Survey in June 1991..
 JA0514
 JA0514.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0514.See file dsdata.txt to determine how the superseded data were derived.
 JA0514
 JA0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH449131(NAD 83)
 JA0514_MARKER: DB = BENCH MARK DISK
 JA0514_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0514_SP_SET: ROCK OUTCROP
 JA0514_STAMPING: M 327 1965
 JA0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0514
 JA0514  HISTORY     - Date     Condition        Report By
 JA0514  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0560 ***********************************************************************
 JA0560  DESIGNATION -  M 328
 JA0560  PID         -  JA0560
 JA0560  STATE/COUNTY-  IN/DUBOIS
 JA0560  USGS QUAD   -  SAINT ANTHONY (1990)
 JA0560
 JA0560                         *CURRENT SURVEY CONTROL
 JA0560  ___________________________________________________________________
 JA0560* NAD 83(1986)-  38 18 08.     (N)    086 47 47.     (W)     SCALED    
 JA0560* NAVD 88     -       152.341  (meters)     499.81   (feet)  ADJUSTED  
 JA0560  ___________________________________________________________________
 JA0560  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JA0560  DYNAMIC HT  -         152.237 (meters)     499.46  (feet)  COMP
 JA0560  MODELED GRAV-     979,942.4   (mgal)                       NAVD 88
 JA0560
 JA0560  VERT ORDER  -  FIRST     CLASS II
 JA0560
 JA0560.The horizontal coordinates were scaled from a topographic map and have
 JA0560.an estimated accuracy of +/- 6 seconds.
 JA0560
 JA0560.The orthometric height was determined by differential leveling
 JA0560.and adjusted by the National Geodetic Survey in June 1991..
 JA0560
 JA0560.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0560.See file dsdata.txt to determine how the superseded data were derived.
 JA0560
 JA0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH178393(NAD 83)
 JA0560_MARKER: DB = BENCH MARK DISK
 JA0560_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0560_SP_SET: BRIDGE
 JA0560_STAMPING: M 328 1965
 JA0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0560
 JA0560  HISTORY     - Date     Condition        Report By
 JA0560  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA0544 ***********************************************************************
 HA0544  DESIGNATION -  M 329
 HA0544  PID         -  HA0544
 HA0544  STATE/COUNTY-  IN/SPENCER
 HA0544  USGS QUAD   -  TELL CITY (1980)
 HA0544
 HA0544                         *CURRENT SURVEY CONTROL
 HA0544  ___________________________________________________________________
 HA0544* NAD 83(1986)-  37 59 37.     (N)    086 52 04.     (W)     SCALED    
 HA0544* NAVD 88     -       121.505  (meters)     398.64   (feet)  ADJUSTED  
 HA0544  ___________________________________________________________________
 HA0544  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 HA0544  DYNAMIC HT  -         121.421 (meters)     398.36  (feet)  COMP
 HA0544  MODELED GRAV-     979,942.8   (mgal)                       NAVD 88
 HA0544
 HA0544  VERT ORDER  -  FIRST     CLASS II
 HA0544
 HA0544.The horizontal coordinates were scaled from a topographic map and have
 HA0544.an estimated accuracy of +/- 6 seconds.
 HA0544
 HA0544.The orthometric height was determined by differential leveling
 HA0544.and adjusted by the National Geodetic Survey in June 1991..
 HA0544
 HA0544.The geoid height was determined by GEOID03.
 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     -   304,810.      918,930.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0544.See file dsdata.txt to determine how the superseded data were derived.
 HA0544
 HA0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH116051(NAD 83)
 HA0544_MARKER: DB = BENCH MARK DISK
 HA0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0544_STAMPING: M 329 1965
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0897 ***********************************************************************
 KA0897  DESIGNATION -  M 33
 KA0897  PID         -  KA0897
 KA0897  STATE/COUNTY-  IN/PARKE
 KA0897  USGS QUAD   -  ROCKVILLE (1978)
 KA0897
 KA0897                         *CURRENT SURVEY CONTROL
 KA0897  ___________________________________________________________________
 KA0897* NAD 83(1986)-  39 45 40.     (N)    087 13 25.     (W)     SCALED    
 KA0897* NAVD 88     -       207.835  (meters)     681.87   (feet)  ADJUSTED  
 KA0897  ___________________________________________________________________
 KA0897  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KA0897  DYNAMIC HT  -         207.717 (meters)     681.48  (feet)  COMP
 KA0897  MODELED GRAV-     980,055.7   (mgal)                       NAVD 88
 KA0897
 KA0897  VERT ORDER  -  SECOND    CLASS 0
 KA0897
 KA0897.The horizontal coordinates were scaled from a topographic map and have
 KA0897.an estimated accuracy of +/- 6 seconds.
 KA0897
 KA0897.The orthometric height was determined by differential leveling
 KA0897.and adjusted by the National Geodetic Survey in June 1991..
 KA0897
 KA0897.The geoid height was determined by GEOID03.
 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     -   501,000.      887,980.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0897.See file dsdata.txt to determine how the superseded data were derived.
 KA0897
 KA0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK808012(NAD 83)
 KA0897_MARKER: DB = BENCH MARK DISK
 KA0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0897_STAMPING: M 33 1934
 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             NGS
 KA0897  HISTORY     - 1975     MARK NOT FOUND   USGS
 KA0897
 KA0897                          STATION DESCRIPTION
 KA0897
 KA0897'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA0493 ***********************************************************************
 HA0493  DESIGNATION -  M 330
 HA0493  PID         -  HA0493
 HA0493  STATE/COUNTY-  IN/PERRY
 HA0493  USGS QUAD   -  ROME (1993)
 HA0493
 HA0493                         *CURRENT SURVEY CONTROL
 HA0493  ___________________________________________________________________
 HA0493* NAD 83(1986)-  37 59 34.     (N)    086 31 55.     (W)     SCALED    
 HA0493* NAVD 88     -       122.407  (meters)     401.60   (feet)  ADJUSTED  
 HA0493  ___________________________________________________________________
 HA0493  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HA0493  DYNAMIC HT  -         122.319 (meters)     401.31  (feet)  COMP
 HA0493  MODELED GRAV-     979,910.7   (mgal)                       NAVD 88
 HA0493
 HA0493  VERT ORDER  -  FIRST     CLASS II
 HA0493
 HA0493.The horizontal coordinates were scaled from a topographic map and have
 HA0493.an estimated accuracy of +/- 6 seconds.
 HA0493
 HA0493.The orthometric height was determined by differential leveling
 HA0493.and adjusted by the National Geodetic Survey in June 1991..
 HA0493
 HA0493.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0493.See file dsdata.txt to determine how the superseded data were derived.
 HA0493
 HA0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH410051(NAD 83)
 HA0493_MARKER: DB = BENCH MARK DISK
 HA0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0493_STAMPING: M 330 1965
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0997 ***********************************************************************
 JA0997  DESIGNATION -  M 331
 JA0997  PID         -  JA0997
 JA0997  STATE/COUNTY-  IN/PIKE
 JA0997  USGS QUAD   -  WINSLOW (1980)
 JA0997
 JA0997                         *CURRENT SURVEY CONTROL
 JA0997  ___________________________________________________________________
 JA0997* NAD 83(1986)-  38 22 37.     (N)    087 13 12.     (W)     SCALED    
 JA0997* NAVD 88     -       131.887  (meters)     432.70   (feet)  ADJUSTED  
 JA0997  ___________________________________________________________________
 JA0997  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 JA0997  DYNAMIC HT  -         131.800 (meters)     432.41  (feet)  COMP
 JA0997  MODELED GRAV-     979,970.6   (mgal)                       NAVD 88
 JA0997
 JA0997  VERT ORDER  -  FIRST     CLASS II
 JA0997
 JA0997.The horizontal coordinates were scaled from a topographic map and have
 JA0997.an estimated accuracy of +/- 6 seconds.
 JA0997
 JA0997.The orthometric height was determined by differential leveling
 JA0997.and adjusted by the National Geodetic Survey in June 1991..
 JA0997
 JA0997.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0997.See file dsdata.txt to determine how the superseded data were derived.
 JA0997
 JA0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH807476(NAD 83)
 JA0997_MARKER: DB = BENCH MARK DISK
 JA0997_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0997_SP_SET: BRIDGE
 JA0997_STAMPING: M 331 1965
 JA0997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0997
 JA0997  HISTORY     - Date     Condition        Report By
 JA0997  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0257 ***********************************************************************
 MD0257  DESIGNATION -  M 332
 MD0257  PID         -  MD0257
 MD0257  STATE/COUNTY-  IN/ALLEN
 MD0257  USGS QUAD   -  MAPLES (1992)
 MD0257
 MD0257                         *CURRENT SURVEY CONTROL
 MD0257  ___________________________________________________________________
 MD0257* NAD 83(1986)-  41 04 22.     (N)    084 55 21.     (W)     SCALED    
 MD0257* NAVD 88     -       232.835  (meters)     763.89   (feet)  ADJUSTED  
 MD0257  ___________________________________________________________________
 MD0257  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 MD0257  DYNAMIC HT  -         232.740 (meters)     763.58  (feet)  COMP
 MD0257  MODELED GRAV-     980,211.4   (mgal)                       NAVD 88
 MD0257
 MD0257  VERT ORDER  -  FIRST     CLASS I
 MD0257
 MD0257.The horizontal coordinates were scaled from a topographic map and have
 MD0257.an estimated accuracy of +/- 6 seconds.
 MD0257
 MD0257.The orthometric height was determined by differential leveling
 MD0257.and adjusted by the National Geodetic Survey in June 1991..
 MD0257
 MD0257.The geoid height was determined by GEOID03.
 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     -   646,910.      162,540.      MT  (+/- 180 meters Scaled)
 MD0257
 MD0257                          SUPERSEDED SURVEY CONTROL
 MD0257
 MD0257  NGVD 29 (01/19/93)  232.991  (m)          764.40   (f) ADJUSTED    1 1
 MD0257
 MD0257.Superseded values are not recommended for survey control.
 MD0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0257.See file dsdata.txt to determine how the superseded data were derived.
 MD0257
 MD0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL745489(NAD 83)
 MD0257_MARKER: DB = BENCH MARK DISK
 MD0257_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD0257_SP_SET: COPPER-CLAD STEEL ROD
 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 = OCTOBER  6, 2006
 MD0662 ***********************************************************************
 MD0662  DESIGNATION -  M 333
 MD0662  PID         -  MD0662
 MD0662  STATE/COUNTY-  IN/WHITLEY
 MD0662  USGS QUAD   -  COLUMBIA CITY (1981)
 MD0662
 MD0662                         *CURRENT SURVEY CONTROL
 MD0662  ___________________________________________________________________
 MD0662* NAD 83(1986)-  41 07 39.     (N)    085 23 45.     (W)     SCALED    
 MD0662* NAVD 88     -       262.048  (meters)     859.74   (feet)  ADJUSTED  
 MD0662  ___________________________________________________________________
 MD0662  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 MD0662  DYNAMIC HT  -         261.948 (meters)     859.41  (feet)  COMP
 MD0662  MODELED GRAV-     980,232.4   (mgal)                       NAVD 88
 MD0662
 MD0662  VERT ORDER  -  FIRST     CLASS I
 MD0662
 MD0662.The horizontal coordinates were scaled from a topographic map and have
 MD0662.an estimated accuracy of +/- 6 seconds.
 MD0662
 MD0662.The orthometric height was determined by differential leveling
 MD0662.and adjusted by the National Geodetic Survey in June 1991..
 MD0662
 MD0662.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD0662
 MD0662  NGVD 29 (01/19/93)  262.204  (m)          860.25   (f) ADJUSTED    1 1
 MD0662
 MD0662.Superseded values are not recommended for survey control.
 MD0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0662.See file dsdata.txt to determine how the superseded data were derived.
 MD0662
 MD0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL346541(NAD 83)
 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 = OCTOBER  6, 2006
 ME0245 ***********************************************************************
 ME0245  DESIGNATION -  M 334
 ME0245  PID         -  ME0245
 ME0245  STATE/COUNTY-  IN/MARSHALL
 ME0245  USGS QUAD   -  INWOOD (1994)
 ME0245
 ME0245                         *CURRENT SURVEY CONTROL
 ME0245  ___________________________________________________________________
 ME0245* NAD 83(1986)-  41 18 33.     (N)    086 10 31.     (W)     SCALED    
 ME0245* NAVD 88     -       254.056  (meters)     833.52   (feet)  ADJUSTED  
 ME0245  ___________________________________________________________________
 ME0245  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 ME0245  DYNAMIC HT  -         253.949 (meters)     833.16  (feet)  COMP
 ME0245  MODELED GRAV-     980,193.9   (mgal)                       NAVD 88
 ME0245
 ME0245  VERT ORDER  -  FIRST     CLASS I
 ME0245
 ME0245.The horizontal coordinates were scaled from a topographic map and have
 ME0245.an estimated accuracy of +/- 6 seconds.
 ME0245
 ME0245.The orthometric height was determined by differential leveling
 ME0245.and adjusted by the National Geodetic Survey in April 1995..
 ME0245
 ME0245.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0245
 ME0245  NAVD 88 (06/15/91)  254.053  (m)          833.51   (f) UNKNOWN     1 1
 ME0245  NGVD 29 (01/19/93)  254.180  (m)          833.92   (f) ADJUSTED    1 1
 ME0245
 ME0245.Superseded values are not recommended for survey control.
 ME0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0245.See file dsdata.txt to determine how the superseded data were derived.
 ME0245
 ME0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL690734(NAD 83)
 ME0245_MARKER: DB = BENCH MARK DISK
 ME0245_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0245_SP_SET: 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 = OCTOBER  6, 2006
 MD1253 ***********************************************************************
 MD1253  DESIGNATION -  M 335
 MD1253  PID         -  MD1253
 MD1253  STATE/COUNTY-  IN/KOSCIUSKO
 MD1253  USGS QUAD   -  BURKET (1994)
 MD1253
 MD1253                         *CURRENT SURVEY CONTROL
 MD1253  ___________________________________________________________________
 MD1253* NAD 83(1986)-  41 14 16.     (N)    085 53 15.     (W)     SCALED    
 MD1253* NAVD 88     -       250.904  (meters)     823.17   (feet)  ADJUSTED  
 MD1253  ___________________________________________________________________
 MD1253  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 MD1253  DYNAMIC HT  -         250.797 (meters)     822.82  (feet)  COMP
 MD1253  MODELED GRAV-     980,194.0   (mgal)                       NAVD 88
 MD1253
 MD1253  VERT ORDER  -  FIRST     CLASS I
 MD1253
 MD1253.The horizontal coordinates were scaled from a topographic map and have
 MD1253.an estimated accuracy of +/- 6 seconds.
 MD1253
 MD1253.The orthometric height was determined by differential leveling
 MD1253.and adjusted by the National Geodetic Survey in June 1991..
 MD1253
 MD1253.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1253
 MD1253  NGVD 29 (01/19/93)  251.036  (m)          823.61   (f) ADJUSTED    1 1
 MD1253
 MD1253.Superseded values are not recommended for survey control.
 MD1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1253.See file dsdata.txt to determine how the superseded data were derived.
 MD1253
 MD1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL932657(NAD 83)
 MD1253_MARKER: DB = BENCH MARK DISK
 MD1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1253_SP_SET: CONCRETE POST
 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             NGS
 MD1253  HISTORY     - 1969     GOOD             INHD
 MD1253  HISTORY     - 1984     GOOD             USPSQD
 MD1253  HISTORY     - 19920910 GOOD             NGS
 MD1253
 MD1253                          STATION DESCRIPTION
 MD1253
 MD1253'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0977 ***********************************************************************
 ME0977  DESIGNATION -  M 336
 ME0977  PID         -  ME0977
 ME0977  STATE/COUNTY-  IN/LAKE
 ME0977  USGS QUAD   -  GARY (1991)
 ME0977
 ME0977                         *CURRENT SURVEY CONTROL
 ME0977  ___________________________________________________________________
 ME0977* NAD 83(1986)-  41 32 20.     (N)    087 15 36.     (W)     SCALED    
 ME0977* NAVD 88     -       189.679  (meters)     622.31   (feet)  ADJUSTED  
 ME0977  ___________________________________________________________________
 ME0977  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 ME0977  DYNAMIC HT  -         189.607 (meters)     622.07  (feet)  COMP
 ME0977  MODELED GRAV-     980,237.8   (mgal)                       NAVD 88
 ME0977
 ME0977  VERT ORDER  -  FIRST     CLASS I
 ME0977
 ME0977.The horizontal coordinates were scaled from a topographic map and have
 ME0977.an estimated accuracy of +/- 6 seconds.
 ME0977
 ME0977.The orthometric height was determined by differential leveling
 ME0977.and adjusted by the National Geodetic Survey in April 1995..
 ME0977
 ME0977.The geoid height was determined by GEOID03.
 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     -   698,420.      885,260.      MT  (+/- 180 meters Scaled)
 ME0977
 ME0977                          SUPERSEDED SURVEY CONTROL
 ME0977
 ME0977  NAVD 88 (06/15/91)  189.678  (m)          622.30   (f) UNKNOWN     1 1
 ME0977  NGVD 29 (01/19/93)  189.775  (m)          622.62   (f) ADJUSTED    1 1
 ME0977
 ME0977.Superseded values are not recommended for survey control.
 ME0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0977.See file dsdata.txt to determine how the superseded data were derived.
 ME0977
 ME0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL783986(NAD 83)
 ME0977_MARKER: DB = BENCH MARK DISK
 ME0977_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME0977_SP_SET: COPPER-CLAD STEEL ROD
 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 - September 06, 1992
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1633 ***********************************************************************
 LB1633  DESIGNATION -  M 34
 LB1633  PID         -  LB1633
 LB1633  STATE/COUNTY-  IN/FOUNTAIN
 LB1633  USGS QUAD   -  HILLSBORO (1980)
 LB1633
 LB1633                         *CURRENT SURVEY CONTROL
 LB1633  ___________________________________________________________________
 LB1633* NAD 83(1986)-  40 06 43.     (N)    087 11 47.     (W)     SCALED    
 LB1633* NAVD 88     -       215.054  (meters)     705.56   (feet)  ADJUSTED  
 LB1633  ___________________________________________________________________
 LB1633  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 LB1633  DYNAMIC HT  -         214.942 (meters)     705.19  (feet)  COMP
 LB1633  MODELED GRAV-     980,098.4   (mgal)                       NAVD 88
 LB1633
 LB1633  VERT ORDER  -  SECOND    CLASS 0
 LB1633
 LB1633.The horizontal coordinates were scaled from a topographic map and have
 LB1633.an estimated accuracy of +/- 6 seconds.
 LB1633
 LB1633.The orthometric height was determined by differential leveling
 LB1633.and adjusted by the National Geodetic Survey in June 1991..
 LB1633
 LB1633.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1633.See file dsdata.txt to determine how the superseded data were derived.
 LB1633
 LB1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK832402(NAD 83)
 LB1633_MARKER: DB = BENCH MARK DISK
 LB1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1633_STAMPING: M 34 1934
 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 = OCTOBER  6, 2006
 ME2120 ***********************************************************************
 ME2120  DESIGNATION -  M 349
 ME2120  PID         -  ME2120
 ME2120  STATE/COUNTY-  IN/LAKE
 ME2120  USGS QUAD   -  GARY (1991)
 ME2120
 ME2120                         *CURRENT SURVEY CONTROL
 ME2120  ___________________________________________________________________
 ME2120* NAD 83(1986)-  41 36 29.     (N)    087 19 25.     (W)     SCALED    
 ME2120* NAVD 88     -       182.619  (meters)     599.14   (feet)  ADJUSTED  
 ME2120  ___________________________________________________________________
 ME2120  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 ME2120  DYNAMIC HT  -         182.552 (meters)     598.92  (feet)  COMP
 ME2120  MODELED GRAV-     980,252.1   (mgal)                       NAVD 88
 ME2120
 ME2120  VERT ORDER  -  FIRST     CLASS II
 ME2120
 ME2120.The horizontal coordinates were scaled from a topographic map and have
 ME2120.an estimated accuracy of +/- 6 seconds.
 ME2120
 ME2120.The orthometric height was determined by differential leveling
 ME2120.and adjusted by the National Geodetic Survey in June 1991..
 ME2120
 ME2120.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2120
 ME2120  NGVD 29 (01/19/93)  182.734  (m)          599.52   (f) ADJUSTED    1 2
 ME2120
 ME2120.Superseded values are not recommended for survey control.
 ME2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2120.See file dsdata.txt to determine how the superseded data were derived.
 ME2120
 ME2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM730063(NAD 83)
 ME2120_MARKER: I = METAL ROD
 ME2120_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2120_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 LA0757 ***********************************************************************
 LA0757  DESIGNATION -  M 35
 LA0757  PID         -  LA0757
 LA0757  STATE/COUNTY-  IN/WELLS
 LA0757  USGS QUAD   -  UNIONDALE (1988)
 LA0757
 LA0757                         *CURRENT SURVEY CONTROL
 LA0757  ___________________________________________________________________
 LA0757* NAD 83(1986)-  40 49 52.     (N)    085 10 32.     (W)     SCALED    
 LA0757* NAVD 88     -       260.614  (meters)     855.03   (feet)  ADJUSTED  
 LA0757  ___________________________________________________________________
 LA0757  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 LA0757  DYNAMIC HT  -         260.494 (meters)     854.64  (feet)  COMP
 LA0757  MODELED GRAV-     980,155.8   (mgal)                       NAVD 88
 LA0757
 LA0757  VERT ORDER  -  SECOND    CLASS 0
 LA0757
 LA0757.The horizontal coordinates were scaled from a topographic map and have
 LA0757.an estimated accuracy of +/- 6 seconds.
 LA0757
 LA0757.The orthometric height was determined by differential leveling
 LA0757.and adjusted by the National Geodetic Survey in June 1991..
 LA0757.WARNING-Repeat measurements at this control monument indicate possible
 LA0757.vertical movement.
 LA0757
 LA0757.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0757.See file dsdata.txt to determine how the superseded data were derived.
 LA0757
 LA0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL538216(NAD 83)
 LA0757_MARKER: DB = BENCH MARK DISK
 LA0757_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0757_SP_SET: SWITCH BASE
 LA0757_STAMPING: M 35 1934
 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             NGS
 LA0757
 LA0757                          STATION DESCRIPTION
 LA0757
 LA0757'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1643 ***********************************************************************
 KA1643  DESIGNATION -  M 350
 KA1643  PID         -  KA1643
 KA1643  STATE/COUNTY-  IN/MARION
 KA1643  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA1643
 KA1643                         *CURRENT SURVEY CONTROL
 KA1643  ___________________________________________________________________
 KA1643* NAD 83(1986)-  39 45 52.     (N)    086 10 26.     (W)     SCALED    
 KA1643* NAVD 88     -       216.059  (meters)     708.85   (feet)  ADJUSTED  
 KA1643  ___________________________________________________________________
 KA1643  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KA1643  DYNAMIC HT  -         215.941 (meters)     708.47  (feet)  COMP
 KA1643  MODELED GRAV-     980,071.5   (mgal)                       NAVD 88
 KA1643
 KA1643  VERT ORDER  -  FIRST     CLASS II
 KA1643
 KA1643.The horizontal coordinates were scaled from a topographic map and have
 KA1643.an estimated accuracy of +/- 6 seconds.
 KA1643
 KA1643.The orthometric height was determined by differential leveling
 KA1643.and adjusted by the National Geodetic Survey in June 1991..
 KA1643
 KA1643.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1643
 KA1643.No superseded survey control is available for this station.
 KA1643
 KA1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK707019(NAD 83)
 KA1643_MARKER: I = METAL ROD
 KA1643_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1643_SP_SET: STAINLESS STEEL ROD
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1711 ***********************************************************************
 KA1711  CBN         -  This is a Cooperative Base Network Control Station.
 KA1711  DESIGNATION -  M 351
 KA1711  PID         -  KA1711
 KA1711  STATE/COUNTY-  IN/OWEN
 KA1711  USGS QUAD   -  COAL CITY (1986)
 KA1711
 KA1711                         *CURRENT SURVEY CONTROL
 KA1711  ___________________________________________________________________
 KA1711* NAD 83(1997)-  39 13 53.88820(N)    087 02 38.26671(W)     ADJUSTED  
 KA1711* NAVD 88     -       200.772  (meters)     658.70   (feet)  ADJUSTED  
 KA1711  ___________________________________________________________________
 KA1711  X           -     255,127.332 (meters)                     COMP
 KA1711  Y           -  -4,940,651.005 (meters)                     COMP
 KA1711  Z           -   4,012,375.379 (meters)                     COMP
 KA1711  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 KA1711  ELLIP HEIGHT-         168.09  (meters)          (04/10/98) GPS OBS
 KA1711  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KA1711  DYNAMIC HT  -         200.655 (meters)     658.32  (feet)  COMP
 KA1711  MODELED GRAV-     980,038.0   (mgal)                       NAVD 88
 KA1711
 KA1711  HORZ ORDER  -  B
 KA1711  VERT ORDER  -  FIRST     CLASS II
 KA1711  ELLP ORDER  -  FOURTH    CLASS I
 KA1711
 KA1711.The horizontal coordinates were established by GPS observations
 KA1711.and adjusted by the National Geodetic Survey in April 1998..
 KA1711
 KA1711.The orthometric height was determined by differential leveling
 KA1711.and adjusted by the National Geodetic Survey in June 1991..
 KA1711
 KA1711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA1711
 KA1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1711
 KA1711.The ellipsoidal height was determined by GPS observations
 KA1711.and is referenced to NAD 83.
 KA1711
 KA1711.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 KA1711;SPC IN W     -   442,211.825   903,399.251   MT  0.99996681   +0 01 29.6
 KA1711;SPC IN W     - 1,450,823.30  2,963,902.38   sFT  0.99996681   +0 01 29.6
 KA1711;UTM  16      - 4,342,482.869   496,205.612   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                          SUPERSEDED SURVEY CONTROL
 KA1711
 KA1711  NAVD 88 (04/10/98)  200.77   (m)          658.7    (f) LEVELING    3  
 KA1711
 KA1711.Superseded values are not recommended for survey control.
 KA1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1711.See file dsdata.txt to determine how the superseded data were derived.
 KA1711
 KA1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ9620642483(NAD 83)
 KA1711_MARKER: I = METAL ROD
 KA1711_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KA1711_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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 - August 15, 1997
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1688 ***********************************************************************
 KA1688  DESIGNATION -  M 352
 KA1688  PID         -  KA1688
 KA1688  STATE/COUNTY-  IN/VIGO
 KA1688  USGS QUAD   -  SEELYVILLE (1986)
 KA1688
 KA1688                         *CURRENT SURVEY CONTROL
 KA1688  ___________________________________________________________________
 KA1688* NAD 83(1997)-  39 28 44.60601(N)    087 19 56.42992(W)     ADJUSTED  
 KA1688* NAVD 88     -       162.410  (meters)     532.84   (feet)  ADJUSTED  
 KA1688  ___________________________________________________________________
 KA1688  X           -     229,445.003 (meters)                     COMP
 KA1688  Y           -  -4,924,442.255 (meters)                     COMP
 KA1688  Z           -   4,033,591.530 (meters)                     COMP
 KA1688  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 KA1688  ELLIP HEIGHT-         129.66  (meters)          (11/27/02) GPS OBS
 KA1688  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KA1688  DYNAMIC HT  -         162.318 (meters)     532.54  (feet)  COMP
 KA1688  MODELED GRAV-     980,054.2   (mgal)                       NAVD 88
 KA1688
 KA1688  HORZ ORDER  -  FIRST
 KA1688  VERT ORDER  -  FIRST     CLASS II
 KA1688  ELLP ORDER  -  FOURTH    CLASS I
 KA1688
 KA1688.The horizontal coordinates were established by GPS observations
 KA1688.and adjusted by the National Geodetic Survey in November 2002..
 KA1688
 KA1688.The orthometric height was determined by differential leveling
 KA1688.and adjusted by the National Geodetic Survey in June 1991..
 KA1688
 KA1688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA1688
 KA1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1688
 KA1688.The ellipsoidal height was determined by GPS observations
 KA1688.and is referenced to NAD 83.
 KA1688
 KA1688.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 KA1688;SPC IN W     -   469,709.079   878,576.219   MT  0.99997232   -0 09 29.9
 KA1688;SPC IN W     - 1,541,037.20  2,882,462.15   sFT  0.99997232   -0 09 29.9
 KA1688;UTM  16      - 4,369,992.976   471,416.989   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                          SUPERSEDED SURVEY CONTROL
 KA1688
 KA1688  NAD 83(1997)-  39 28 44.60595(N)    087 19 56.42998(W) AD(       ) 1
 KA1688  ELLIP H (03/18/02)  129.67   (m)                       GP(       ) 4 1
 KA1688  NAVD 88 (03/18/02)  162.41   (m)          532.8    (f) LEVELING    3  
 KA1688
 KA1688.Superseded values are not recommended for survey control.
 KA1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1688.See file dsdata.txt to determine how the superseded data were derived.
 KA1688
 KA1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7141769993(NAD 83)
 KA1688_MARKER: I = METAL ROD
 KA1688_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1688_SP_SET: STAINLESS STEEL ROD
 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 - May 01, 2001
 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
 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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1706 ***********************************************************************
 KA1706  DESIGNATION -  M 353
 KA1706  PID         -  KA1706
 KA1706  STATE/COUNTY-  IN/CLAY
 KA1706  USGS QUAD   -  CLAY CITY (1986)
 KA1706
 KA1706                         *CURRENT SURVEY CONTROL
 KA1706  ___________________________________________________________________
 KA1706* NAD 83(1986)-  39 18 42.     (N)    087 06 36.     (W)     SCALED    
 KA1706* NAVD 88     -       168.065  (meters)     551.39   (feet)  ADJUSTED  
 KA1706  ___________________________________________________________________
 KA1706  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KA1706  DYNAMIC HT  -         167.968 (meters)     551.08  (feet)  COMP
 KA1706  MODELED GRAV-     980,044.1   (mgal)                       NAVD 88
 KA1706
 KA1706  VERT ORDER  -  FIRST     CLASS II
 KA1706
 KA1706.The horizontal coordinates were scaled from a topographic map and have
 KA1706.an estimated accuracy of +/- 6 seconds.
 KA1706
 KA1706.The orthometric height was determined by differential leveling
 KA1706.and adjusted by the National Geodetic Survey in June 1991..
 KA1706
 KA1706.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1706
 KA1706.No superseded survey control is available for this station.
 KA1706
 KA1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ905513(NAD 83)
 KA1706_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 JA1620 ***********************************************************************
 JA1620  DESIGNATION -  M 354
 JA1620  PID         -  JA1620
 JA1620  STATE/COUNTY-  IN/DAVIESS
 JA1620  USGS QUAD   -  PLAINVILLE (1980)
 JA1620
 JA1620                         *CURRENT SURVEY CONTROL
 JA1620  ___________________________________________________________________
 JA1620* NAD 83(1986)-  38 49 05.     (N)    087 08 25.     (W)     SCALED    
 JA1620* NAVD 88     -       143.334  (meters)     470.25   (feet)  ADJUSTED  
 JA1620  ___________________________________________________________________
 JA1620  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 JA1620  DYNAMIC HT  -         143.245 (meters)     469.96  (feet)  COMP
 JA1620  MODELED GRAV-     980,005.1   (mgal)                       NAVD 88
 JA1620
 JA1620  VERT ORDER  -  FIRST     CLASS II
 JA1620
 JA1620.The horizontal coordinates were scaled from a topographic map and have
 JA1620.an estimated accuracy of +/- 6 seconds.
 JA1620
 JA1620.The orthometric height was determined by differential leveling
 JA1620.and adjusted by the National Geodetic Survey in June 1991..
 JA1620
 JA1620.The geoid height was determined by GEOID03.
 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     -   396,300.      895,060.      MT  (+/- 180 meters Scaled)
 JA1620
 JA1620                          SUPERSEDED SURVEY CONTROL
 JA1620
 JA1620.No superseded survey control is available for this station.
 JA1620
 JA1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH878965(NAD 83)
 JA1620_MARKER: I = METAL ROD
 JA1620_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1620_SP_SET: STAINLESS STEEL ROD
 JA1620_STAMPING: M 354 1985
 JA1620_MARK LOGO: NGS   
 JA1620_PROJECTION: FLUSH
 JA1620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1620_ROD/PIPE-DEPTH: 10.4 meters
 JA1620
 JA1620  HISTORY     - Date     Condition        Report By
 JA1620  HISTORY     - 1985     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1635 ***********************************************************************
 KA1635  DESIGNATION -  M 355
 KA1635  PID         -  KA1635
 KA1635  STATE/COUNTY-  IN/MARION
 KA1635  USGS QUAD   -  BEECH GROVE (1980)
 KA1635
 KA1635                         *CURRENT SURVEY CONTROL
 KA1635  ___________________________________________________________________
 KA1635* NAD 83(1986)-  39 43 55.     (N)    086 02 42.     (W)     SCALED    
 KA1635* NAVD 88     -       265.666  (meters)     871.61   (feet)  ADJUSTED  
 KA1635  ___________________________________________________________________
 KA1635  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KA1635  DYNAMIC HT  -         265.515 (meters)     871.11  (feet)  COMP
 KA1635  MODELED GRAV-     980,051.7   (mgal)                       NAVD 88
 KA1635
 KA1635  VERT ORDER  -  FIRST     CLASS II
 KA1635
 KA1635.The horizontal coordinates were scaled from a topographic map and have
 KA1635.an estimated accuracy of +/- 6 seconds.
 KA1635
 KA1635.The orthometric height was determined by differential leveling
 KA1635.and adjusted by the National Geodetic Survey in June 1991..
 KA1635
 KA1635.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1635
 KA1635.No superseded survey control is available for this station.
 KA1635
 KA1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ818984(NAD 83)
 KA1635_MARKER: DB = BENCH MARK 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: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA1635+STABILITY: 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 = OCTOBER  6, 2006
 JA1599 ***********************************************************************
 JA1599  DESIGNATION -  M 356
 JA1599  PID         -  JA1599
 JA1599  STATE/COUNTY-  IN/GIBSON
 JA1599  USGS QUAD   -  ELBERFELD (1988)
 JA1599
 JA1599                         *CURRENT SURVEY CONTROL
 JA1599  ___________________________________________________________________
 JA1599* NAD 83(1986)-  38 09 56.     (N)    087 28 17.     (W)     SCALED    
 JA1599* NAVD 88     -       134.930  (meters)     442.68   (feet)  ADJUSTED  
 JA1599  ___________________________________________________________________
 JA1599  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 JA1599  DYNAMIC HT  -         134.839 (meters)     442.38  (feet)  COMP
 JA1599  MODELED GRAV-     979,950.6   (mgal)                       NAVD 88
 JA1599
 JA1599  VERT ORDER  -  FIRST     CLASS II
 JA1599
 JA1599.The horizontal coordinates were scaled from a topographic map and have
 JA1599.an estimated accuracy of +/- 6 seconds.
 JA1599
 JA1599.The orthometric height was determined by differential leveling
 JA1599.and adjusted by the National Geodetic Survey in June 1991..
 JA1599
 JA1599.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1599
 JA1599.No superseded survey control is available for this station.
 JA1599
 JA1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH587242(NAD 83)
 JA1599_MARKER: I = METAL ROD
 JA1599_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JA1599+WITH SETTING: INFORMATION.
 JA1599_SP_SET: SHALLOW-SET METAL ROD
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2841 ***********************************************************************
 JZ2841  DESIGNATION -  M 357
 JZ2841  PID         -  JZ2841
 JZ2841  STATE/COUNTY-  IN/SHELBY
 JZ2841  USGS QUAD   -  WALDRON (1994)
 JZ2841
 JZ2841                         *CURRENT SURVEY CONTROL
 JZ2841  ___________________________________________________________________
 JZ2841* NAD 83(1986)-  39 29 49.     (N)    085 41 35.     (W)     SCALED    
 JZ2841* NAVD 88     -       260.007  (meters)     853.04   (feet)  ADJUSTED  
 JZ2841  ___________________________________________________________________
 JZ2841  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JZ2841  DYNAMIC HT  -         259.852 (meters)     852.53  (feet)  COMP
 JZ2841  MODELED GRAV-     980,024.1   (mgal)                       NAVD 88
 JZ2841
 JZ2841  VERT ORDER  -  FIRST     CLASS II
 JZ2841
 JZ2841.The horizontal coordinates were scaled from a topographic map and have
 JZ2841.an estimated accuracy of +/- 6 seconds.
 JZ2841
 JZ2841.The orthometric height was determined by differential leveling
 JZ2841.and adjusted by the National Geodetic Survey in June 1991..
 JZ2841
 JZ2841.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ2841
 JZ2841.No superseded survey control is available for this station.
 JZ2841
 JZ2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ123727(NAD 83)
 JZ2841_MARKER: DB = BENCH MARK 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: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ2841+STABILITY: 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 = OCTOBER  6, 2006
 JZ2815 ***********************************************************************
 JZ2815  DESIGNATION -  M 358
 JZ2815  PID         -  JZ2815
 JZ2815  STATE/COUNTY-  IN/RIPLEY
 JZ2815  USGS QUAD   -  BATESVILLE (1993)
 JZ2815
 JZ2815                         *CURRENT SURVEY CONTROL
 JZ2815  ___________________________________________________________________
 JZ2815* NAD 83(1986)-  39 18 28.     (N)    085 13 00.     (W)     SCALED    
 JZ2815* NAVD 88     -       287.889  (meters)     944.52   (feet)  ADJUSTED  
 JZ2815  ___________________________________________________________________
 JZ2815  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ2815  DYNAMIC HT  -         287.710 (meters)     943.93  (feet)  COMP
 JZ2815  MODELED GRAV-     979,995.8   (mgal)                       NAVD 88
 JZ2815
 JZ2815  VERT ORDER  -  FIRST     CLASS II
 JZ2815
 JZ2815.The horizontal coordinates were scaled from a topographic map and have
 JZ2815.an estimated accuracy of +/- 6 seconds.
 JZ2815
 JZ2815.The orthometric height was determined by differential leveling
 JZ2815.and adjusted by the National Geodetic Survey in June 1991..
 JZ2815
 JZ2815.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ2815
 JZ2815.No superseded survey control is available for this station.
 JZ2815
 JZ2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ537524(NAD 83)
 JZ2815_MARKER: DB = BENCH MARK 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2800 ***********************************************************************
 JZ2800  DESIGNATION -  M 359
 JZ2800  PID         -  JZ2800
 JZ2800  STATE/COUNTY-  IN/DEARBORN
 JZ2800  USGS QUAD   -  GUILFORD (1983)
 JZ2800
 JZ2800                         *CURRENT SURVEY CONTROL
 JZ2800  ___________________________________________________________________
 JZ2800* NAD 83(1986)-  39 12 59.     (N)    084 56 18.     (W)     SCALED    
 JZ2800* NAVD 88     -       261.947  (meters)     859.40   (feet)  ADJUSTED  
 JZ2800  ___________________________________________________________________
 JZ2800  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JZ2800  DYNAMIC HT  -         261.784 (meters)     858.87  (feet)  COMP
 JZ2800  MODELED GRAV-     979,996.6   (mgal)                       NAVD 88
 JZ2800
 JZ2800  VERT ORDER  -  FIRST     CLASS II
 JZ2800
 JZ2800.The horizontal coordinates were scaled from a topographic map and have
 JZ2800.an estimated accuracy of +/- 6 seconds.
 JZ2800
 JZ2800.The orthometric height was determined by differential leveling
 JZ2800.and adjusted by the National Geodetic Survey in June 1991..
 JZ2800
 JZ2800.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ2800
 JZ2800.No superseded survey control is available for this station.
 JZ2800
 JZ2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ779428(NAD 83)
 JZ2800_MARKER: I = METAL ROD
 JZ2800_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2800_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1732 ***********************************************************************
 KA1732  DESIGNATION -  M 360
 KA1732  PID         -  KA1732
 KA1732  STATE/COUNTY-  IN/VIGO
 KA1732  USGS QUAD   -  NEW GOSHEN (1986)
 KA1732
 KA1732                         *CURRENT SURVEY CONTROL
 KA1732  ___________________________________________________________________
 KA1732* NAD 83(1986)-  39 35 25.     (N)    087 26 14.     (W)     SCALED    
 KA1732* NAVD 88     -       179.778  (meters)     589.82   (feet)  ADJUSTED  
 KA1732  ___________________________________________________________________
 KA1732  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KA1732  DYNAMIC HT  -         179.677 (meters)     589.49  (feet)  COMP
 KA1732  MODELED GRAV-     980,062.7   (mgal)                       NAVD 88
 KA1732
 KA1732  VERT ORDER  -  FIRST     CLASS II
 KA1732
 KA1732.The horizontal coordinates were scaled from a topographic map and have
 KA1732.an estimated accuracy of +/- 6 seconds.
 KA1732
 KA1732.The orthometric height was determined by differential leveling
 KA1732.and adjusted by the National Geodetic Survey in June 1991..
 KA1732
 KA1732.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1732
 KA1732.No superseded survey control is available for this station.
 KA1732
 KA1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ624823(NAD 83)
 KA1732_MARKER: I = METAL ROD
 KA1732_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1732_SP_SET: STAINLESS STEEL ROD
 KA1732_STAMPING: M 360 1986
 KA1732_MARK LOGO: NGS   
 KA1732_PROJECTION: PROJECTING 3 CENTIMETERS
 KA1732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1732_ROD/PIPE-DEPTH: 13.1 meters
 KA1732
 KA1732  HISTORY     - Date     Condition        Report By
 KA1732  HISTORY     - 1986     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1758 ***********************************************************************
 KA1758  DESIGNATION -  M 361
 KA1758  PID         -  KA1758
 KA1758  STATE/COUNTY-  IN/VERMILLION
 KA1758  USGS QUAD   -  NEWPORT (1980)
 KA1758
 KA1758                         *CURRENT SURVEY CONTROL
 KA1758  ___________________________________________________________________
 KA1758* NAD 83(1986)-  39 56 22.     (N)    087 27 13.     (W)     SCALED    
 KA1758* NAVD 88     -       154.677  (meters)     507.47   (feet)  ADJUSTED  
 KA1758  ___________________________________________________________________
 KA1758  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KA1758  DYNAMIC HT  -         154.595 (meters)     507.20  (feet)  COMP
 KA1758  MODELED GRAV-     980,095.9   (mgal)                       NAVD 88
 KA1758
 KA1758  VERT ORDER  -  FIRST     CLASS II
 KA1758
 KA1758.The horizontal coordinates were scaled from a topographic map and have
 KA1758.an estimated accuracy of +/- 6 seconds.
 KA1758
 KA1758.The orthometric height was determined by differential leveling
 KA1758.and adjusted by the National Geodetic Survey in June 1991..
 KA1758
 KA1758.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1758
 KA1758.No superseded survey control is available for this station.
 KA1758
 KA1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK612211(NAD 83)
 KA1758_MARKER: I = METAL ROD
 KA1758_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1758_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 ME3378 ***********************************************************************
 ME3378  DESIGNATION -  M 367
 ME3378  PID         -  ME3378
 ME3378  STATE/COUNTY-  IN/LAKE
 ME3378  USGS QUAD   -  GARY (1991)
 ME3378
 ME3378                         *CURRENT SURVEY CONTROL
 ME3378  ___________________________________________________________________
 ME3378* NAD 83(1986)-  41 34 03.     (N)    087 18 44.     (W)     SCALED    
 ME3378* NAVD 88     -       184.696  (meters)     605.96   (feet)  ADJUSTED  
 ME3378  ___________________________________________________________________
 ME3378  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME3378  DYNAMIC HT  -         184.627 (meters)     605.73  (feet)  COMP
 ME3378  MODELED GRAV-     980,243.7   (mgal)                       NAVD 88
 ME3378
 ME3378  VERT ORDER  -  FIRST     CLASS II
 ME3378
 ME3378.The horizontal coordinates were scaled from a topographic map and have
 ME3378.an estimated accuracy of +/- 6 seconds.
 ME3378
 ME3378.The orthometric height was determined by differential leveling
 ME3378.and adjusted by the National Geodetic Survey in April 1995..
 ME3378
 ME3378.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3378.See file dsdata.txt to determine how the superseded data were derived.
 ME3378
 ME3378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM739018(NAD 83)
 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 = OCTOBER  6, 2006
 MD1967 ***********************************************************************
 MD1967  DESIGNATION -  M 368
 MD1967  PID         -  MD1967
 MD1967  STATE/COUNTY-  IN/WHITLEY
 MD1967  USGS QUAD   -  LAUD (1961)
 MD1967
 MD1967                         *CURRENT SURVEY CONTROL
 MD1967  ___________________________________________________________________
 MD1967* NAD 83(1986)-  41 07 22.     (N)    085 22 34.     (W)     SCALED    
 MD1967* NAVD 88     -       263.482  (meters)     864.44   (feet)  ADJUSTED  
 MD1967  ___________________________________________________________________
 MD1967  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 MD1967  DYNAMIC HT  -         263.381 (meters)     864.11  (feet)  COMP
 MD1967  MODELED GRAV-     980,231.7   (mgal)                       NAVD 88
 MD1967
 MD1967  VERT ORDER  -  FIRST     CLASS II
 MD1967
 MD1967.The horizontal coordinates were scaled from a topographic map and have
 MD1967.an estimated accuracy of +/- 6 seconds.
 MD1967
 MD1967.The orthometric height was determined by differential leveling
 MD1967.and adjusted by the National Geodetic Survey in April 1995..
 MD1967
 MD1967.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1967.See file dsdata.txt to determine how the superseded data were derived.
 MD1967
 MD1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL363536(NAD 83)
 MD1967_MARKER: I = METAL ROD
 MD1967_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MD1967_SP_SET: STAINLESS STEEL ROD
 MD1967_STAMPING: M 368 1992
 MD1967_MARK LOGO: CGS   
 MD1967_PROJECTION: FLUSH
 MD1967_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = OCTOBER  6, 2006
 LA1082 ***********************************************************************
 LA1082  DESIGNATION -  M 37
 LA1082  PID         -  LA1082
 LA1082  STATE/COUNTY-  IN/BLACKFORD
 LA1082  USGS QUAD   -  PENNVILLE (1960)
 LA1082
 LA1082                         *CURRENT SURVEY CONTROL
 LA1082  ___________________________________________________________________
 LA1082* NAD 83(1986)-  40 26 59.     (N)    085 14 25.     (W)     SCALED    
 LA1082* NAVD 88     -       274.077  (meters)     899.20   (feet)  ADJUSTED  
 LA1082  ___________________________________________________________________
 LA1082  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 LA1082  DYNAMIC HT  -         273.937 (meters)     898.74  (feet)  COMP
 LA1082  MODELED GRAV-     980,108.3   (mgal)                       NAVD 88
 LA1082
 LA1082  VERT ORDER  -  SECOND    CLASS 0
 LA1082
 LA1082.The horizontal coordinates were scaled from a topographic map and have
 LA1082.an estimated accuracy of +/- 6 seconds.
 LA1082
 LA1082.The orthometric height was determined by differential leveling
 LA1082.and adjusted by the National Geodetic Survey in June 1991..
 LA1082
 LA1082.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1082.See file dsdata.txt to determine how the superseded data were derived.
 LA1082
 LA1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK492791(NAD 83)
 LA1082_MARKER: DB = BENCH MARK DISK
 LA1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1082_STAMPING: M 37 1934
 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 = OCTOBER  6, 2006
 LA0806 ***********************************************************************
 LA0806  DESIGNATION -  M 38
 LA0806  PID         -  LA0806
 LA0806  STATE/COUNTY-  IN/WELLS
 LA0806  USGS QUAD   -  BLUFFTON (1988)
 LA0806
 LA0806                         *CURRENT SURVEY CONTROL
 LA0806  ___________________________________________________________________
 LA0806* NAD 83(1986)-  40 44 22.     (N)    085 10 19.     (W)     SCALED    
 LA0806* NAVD 88     -       252.504  (meters)     828.42   (feet)  ADJUSTED  
 LA0806  ___________________________________________________________________
 LA0806  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 LA0806  DYNAMIC HT  -         252.383 (meters)     828.03  (feet)  COMP
 LA0806  MODELED GRAV-     980,141.4   (mgal)                       NAVD 88
 LA0806
 LA0806  VERT ORDER  -  SECOND    CLASS 0
 LA0806
 LA0806.The horizontal coordinates were scaled from a topographic map and have
 LA0806.an estimated accuracy of +/- 6 seconds.
 LA0806
 LA0806.The orthometric height was determined by differential leveling
 LA0806.and adjusted by the National Geodetic Survey in June 1991..
 LA0806
 LA0806.The geoid height was determined by GEOID03.
 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     -   609,740.      141,790.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0806.See file dsdata.txt to determine how the superseded data were derived.
 LA0806
 LA0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL543114(NAD 83)
 LA0806_MARKER: DB = BENCH MARK DISK
 LA0806_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0806_SP_SET: BUILDING
 LA0806_STAMPING: M 38 1934
 LA0806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0806
 LA0806  HISTORY     - Date     Condition        Report By
 LA0806  HISTORY     - 1934     MONUMENTED       CGS
 LA0806  HISTORY     - 1968     GOOD             NGS
 LA0806
 LA0806                          STATION DESCRIPTION
 LA0806
 LA0806'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0994 ***********************************************************************
 LA0994  DESIGNATION -  M 39
 LA0994  PID         -  LA0994
 LA0994  STATE/COUNTY-  IN/RANDOLPH
 LA0994  USGS QUAD   -  MAXVILLE (1994)
 LA0994
 LA0994                         *CURRENT SURVEY CONTROL
 LA0994  ___________________________________________________________________
 LA0994* NAD 83(1986)-  40 11 17.     (N)    085 05 39.     (W)     SCALED    
 LA0994* NAVD 88     -       325.081  (meters)    1066.54   (feet)  ADJUSTED  
 LA0994  ___________________________________________________________________
 LA0994  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 LA0994  DYNAMIC HT  -         324.907 (meters)    1065.97  (feet)  COMP
 LA0994  MODELED GRAV-     980,082.4   (mgal)                       NAVD 88
 LA0994
 LA0994  VERT ORDER  -  SECOND    CLASS 0
 LA0994
 LA0994.The horizontal coordinates were scaled from a topographic map and have
 LA0994.an estimated accuracy of +/- 6 seconds.
 LA0994
 LA0994.The orthometric height was determined by differential leveling
 LA0994.and adjusted by the National Geodetic Survey in June 1991..
 LA0994
 LA0994.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0994.See file dsdata.txt to determine how the superseded data were derived.
 LA0994
 LA0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK622503(NAD 83)
 LA0994_MARKER: DB = BENCH MARK DISK
 LA0994_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0994_SP_SET: SIGNAL CONCRETE BASE
 LA0994_STAMPING: M 39 1934
 LA0994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  6, 2006
 JZ2370 ***********************************************************************
 JZ2370  DESIGNATION -  M 4
 JZ2370  PID         -  JZ2370
 JZ2370  STATE/COUNTY-  IN/HANCOCK
 JZ2370  USGS QUAD   -  INGALLS (1981)
 JZ2370
 JZ2370                         *CURRENT SURVEY CONTROL
 JZ2370  ___________________________________________________________________
 JZ2370* NAD 83(1986)-  39 56 11.     (N)    085 50 31.     (W)     SCALED    
 JZ2370* NAVD 88     -       261.423  (meters)     857.69   (feet)  ADJUSTED  
 JZ2370  ___________________________________________________________________
 JZ2370  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ2370  DYNAMIC HT  -         261.277 (meters)     857.21  (feet)  COMP
 JZ2370  MODELED GRAV-     980,061.5   (mgal)                       NAVD 88
 JZ2370
 JZ2370  VERT ORDER  -  FIRST     CLASS II
 JZ2370
 JZ2370.The horizontal coordinates were scaled from a topographic map and have
 JZ2370.an estimated accuracy of +/- 6 seconds.
 JZ2370
 JZ2370.The orthometric height was determined by differential leveling
 JZ2370.and adjusted by the National Geodetic Survey in June 1991..
 JZ2370
 JZ2370.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2370.See file dsdata.txt to determine how the superseded data were derived.
 JZ2370
 JZ2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK989213(NAD 83)
 JZ2370_MARKER: DB = BENCH MARK DISK
 JZ2370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2370_STAMPING: M4 M4
 JZ2370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2370+STABILITY: SURFACE MOTION
 JZ2370
 JZ2370  HISTORY     - Date     Condition        Report By
 JZ2370  HISTORY     - UNK      MONUMENTED       CGS
 JZ2370  HISTORY     - 1947     GOOD             NGS
 JZ2370
 JZ2370                          STATION DESCRIPTION
 JZ2370
 JZ2370'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1021 ***********************************************************************
 LA1021  DESIGNATION -  M 41
 LA1021  PID         -  LA1021
 LA1021  STATE/COUNTY-  IN/DELAWARE
 LA1021  USGS QUAD   -  MUNCIE WEST (1992)
 LA1021
 LA1021                         *CURRENT SURVEY CONTROL
 LA1021  ___________________________________________________________________
 LA1021* NAD 83(1986)-  40 10 39.     (N)    085 26 55.     (W)     SCALED    
 LA1021* NAVD 88     -       286.976  (meters)     941.52   (feet)  ADJUSTED  
 LA1021  ___________________________________________________________________
 LA1021  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 LA1021  DYNAMIC HT  -         286.824 (meters)     941.02  (feet)  COMP
 LA1021  MODELED GRAV-     980,086.1   (mgal)                       NAVD 88
 LA1021
 LA1021  VERT ORDER  -  SECOND    CLASS 0
 LA1021
 LA1021.The horizontal coordinates were scaled from a topographic map and have
 LA1021.an estimated accuracy of +/- 6 seconds.
 LA1021
 LA1021.The orthometric height was determined by differential leveling
 LA1021.and adjusted by the National Geodetic Survey in June 1991..
 LA1021
 LA1021.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1021.See file dsdata.txt to determine how the superseded data were derived.
 LA1021
 LA1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK320486(NAD 83)
 LA1021_MARKER: DB = BENCH MARK DISK
 LA1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1021_STAMPING: M 41 1934
 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             NGS
 LA1021  HISTORY     - 1952     MARK NOT FOUND   NGS
 LA1021
 LA1021                          STATION DESCRIPTION
 LA1021
 LA1021'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1952
 LA1021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1444 ***********************************************************************
 LA1444  DESIGNATION -  M 42
 LA1444  PID         -  LA1444
 LA1444  STATE/COUNTY-  IN/HAMILTON
 LA1444  USGS QUAD   -  RIVERWOOD (1994)
 LA1444
 LA1444                         *CURRENT SURVEY CONTROL
 LA1444  ___________________________________________________________________
 LA1444* NAD 83(1986)-  40 03 07.     (N)    085 55 44.     (W)     SCALED    
 LA1444* NAVD 88     -       243.137  (meters)     797.69   (feet)  ADJUSTED  
 LA1444  ___________________________________________________________________
 LA1444  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 LA1444  DYNAMIC HT  -         243.005 (meters)     797.26  (feet)  COMP
 LA1444  MODELED GRAV-     980,076.2   (mgal)                       NAVD 88
 LA1444
 LA1444  VERT ORDER  -  SECOND    CLASS 0
 LA1444
 LA1444.The horizontal coordinates were scaled from a topographic map and have
 LA1444.an estimated accuracy of +/- 6 seconds.
 LA1444
 LA1444.The orthometric height was determined by differential leveling
 LA1444.and adjusted by the National Geodetic Survey in June 1991..
 LA1444
 LA1444.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1444.See file dsdata.txt to determine how the superseded data were derived.
 LA1444
 LA1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK913340(NAD 83)
 LA1444_MARKER: DB = BENCH MARK DISK
 LA1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1444_STAMPING: M 42 1934
 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             NGS
 LA1444  HISTORY     - 1958     MARK NOT FOUND   NGS
 LA1444
 LA1444                          STATION DESCRIPTION
 LA1444
 LA1444'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1958
 LA1444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1659 ***********************************************************************
 JZ1659  DESIGNATION -  M 43
 JZ1659  PID         -  JZ1659
 JZ1659  STATE/COUNTY-  IN/RUSH
 JZ1659  USGS QUAD   -  MAYS (1988)
 JZ1659
 JZ1659                         *CURRENT SURVEY CONTROL
 JZ1659  ___________________________________________________________________
 JZ1659* NAD 83(1986)-  39 38 19.     (N)    085 29 14.     (W)     SCALED    
 JZ1659* NAVD 88     -       299.361  (meters)     982.15   (feet)  ADJUSTED  
 JZ1659  ___________________________________________________________________
 JZ1659  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JZ1659  DYNAMIC HT  -         299.184 (meters)     981.57  (feet)  COMP
 JZ1659  MODELED GRAV-     980,026.7   (mgal)                       NAVD 88
 JZ1659
 JZ1659  VERT ORDER  -  SECOND    CLASS 0
 JZ1659
 JZ1659.The horizontal coordinates were scaled from a topographic map and have
 JZ1659.an estimated accuracy of +/- 6 seconds.
 JZ1659
 JZ1659.The orthometric height was determined by differential leveling
 JZ1659.and adjusted by the National Geodetic Survey in June 1991..
 JZ1659
 JZ1659.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1659.See file dsdata.txt to determine how the superseded data were derived.
 JZ1659
 JZ1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ298887(NAD 83)
 JZ1659_MARKER: DB = BENCH MARK DISK
 JZ1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1659_STAMPING: M 43 1934
 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 = OCTOBER  6, 2006
 LA1525 ***********************************************************************
 LA1525  DESIGNATION -  M 44
 LA1525  PID         -  LA1525
 LA1525  STATE/COUNTY-  IN/MADISON
 LA1525  USGS QUAD   -  ANDERSON SOUTH (1994)
 LA1525
 LA1525                         *CURRENT SURVEY CONTROL
 LA1525  ___________________________________________________________________
 LA1525* NAD 83(1986)-  40 01 46.     (N)    085 38 55.     (W)     SCALED    
 LA1525* NAVD 88     -       279.808  (meters)     918.00   (feet)  ADJUSTED  
 LA1525  ___________________________________________________________________
 LA1525  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 LA1525  DYNAMIC HT  -         279.655 (meters)     917.50  (feet)  COMP
 LA1525  MODELED GRAV-     980,070.8   (mgal)                       NAVD 88
 LA1525
 LA1525  VERT ORDER  -  SECOND    CLASS 0
 LA1525
 LA1525.The horizontal coordinates were scaled from a topographic map and have
 LA1525.an estimated accuracy of +/- 6 seconds.
 LA1525
 LA1525.The orthometric height was determined by differential leveling
 LA1525.and adjusted by the National Geodetic Survey in June 1991..
 LA1525
 LA1525.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1525.See file dsdata.txt to determine how the superseded data were derived.
 LA1525
 LA1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK153319(NAD 83)
 LA1525_MARKER: DB = BENCH MARK DISK
 LA1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1525_STAMPING: M 44 1934
 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             NGS
 LA1525  HISTORY     - 1971     GOOD             LOCSUR
 LA1525
 LA1525                          STATION DESCRIPTION
 LA1525
 LA1525'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1504 ***********************************************************************
 JZ1504  DESIGNATION -  M 45
 JZ1504  PID         -  JZ1504
 JZ1504  STATE/COUNTY-  IN/HENRY
 JZ1504  USGS QUAD   -  NEW CASTLE WEST (1981)
 JZ1504
 JZ1504                         *CURRENT SURVEY CONTROL
 JZ1504  ___________________________________________________________________
 JZ1504* NAD 83(1986)-  39 54 34.     (N)    085 28 53.     (W)     SCALED    
 JZ1504* NAVD 88     -       320.700  (meters)    1052.16   (feet)  ADJUSTED  
 JZ1504  ___________________________________________________________________
 JZ1504  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JZ1504  DYNAMIC HT  -         320.520 (meters)    1051.57  (feet)  COMP
 JZ1504  MODELED GRAV-     980,057.7   (mgal)                       NAVD 88
 JZ1504
 JZ1504  VERT ORDER  -  SECOND    CLASS 0
 JZ1504
 JZ1504.The horizontal coordinates were scaled from a topographic map and have
 JZ1504.an estimated accuracy of +/- 6 seconds.
 JZ1504
 JZ1504.The orthometric height was determined by differential leveling
 JZ1504.and adjusted by the National Geodetic Survey in June 1991..
 JZ1504
 JZ1504.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1504.See file dsdata.txt to determine how the superseded data were derived.
 JZ1504
 JZ1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK298188(NAD 83)
 JZ1504_MARKER: DB = BENCH MARK DISK
 JZ1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1504_STAMPING: M 45 1934
 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             NGS
 JZ1504
 JZ1504                          STATION DESCRIPTION
 JZ1504
 JZ1504'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1667 ***********************************************************************
 JZ1667  DESIGNATION -  M 46
 JZ1667  PID         -  JZ1667
 JZ1667  STATE/COUNTY-  IN/FAYETTE
 JZ1667  USGS QUAD   -  BROWNSVILLE (1983)
 JZ1667
 JZ1667                         *CURRENT SURVEY CONTROL
 JZ1667  ___________________________________________________________________
 JZ1667* NAD 83(1986)-  39 38 20.     (N)    085 05 20.     (W)     SCALED    
 JZ1667* NAVD 88     -       279.739  (meters)     917.78   (feet)  ADJUSTED  
 JZ1667  ___________________________________________________________________
 JZ1667  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JZ1667  DYNAMIC HT  -         279.572 (meters)     917.23  (feet)  COMP
 JZ1667  MODELED GRAV-     980,022.0   (mgal)                       NAVD 88
 JZ1667
 JZ1667  VERT ORDER  -  SECOND    CLASS 0
 JZ1667
 JZ1667.The horizontal coordinates were scaled from a topographic map and have
 JZ1667.an estimated accuracy of +/- 6 seconds.
 JZ1667
 JZ1667.The orthometric height was determined by differential leveling
 JZ1667.and adjusted by the National Geodetic Survey in June 1991..
 JZ1667
 JZ1667.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1667.See file dsdata.txt to determine how the superseded data were derived.
 JZ1667
 JZ1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ639894(NAD 83)
 JZ1667_MARKER: DB = BENCH MARK DISK
 JZ1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1667_STAMPING: M 46 1934
 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             NGS
 JZ1667
 JZ1667                          STATION DESCRIPTION
 JZ1667
 JZ1667'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2335 ***********************************************************************
 JZ2335  DESIGNATION -  M 47
 JZ2335  PID         -  JZ2335
 JZ2335  STATE/COUNTY-  IN/SHELBY
 JZ2335  USGS QUAD   -  SHELBYVILLE (1994)
 JZ2335
 JZ2335                         *CURRENT SURVEY CONTROL
 JZ2335  ___________________________________________________________________
 JZ2335* NAD 83(1986)-  39 31 21.     (N)    085 46 13.     (W)     SCALED    
 JZ2335* NAVD 88     -       233.203  (meters)     765.10   (feet)  ADJUSTED  
 JZ2335  ___________________________________________________________________
 JZ2335  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JZ2335  DYNAMIC HT  -         233.066 (meters)     764.65  (feet)  COMP
 JZ2335  MODELED GRAV-     980,032.4   (mgal)                       NAVD 88
 JZ2335
 JZ2335  VERT ORDER  -  FIRST     CLASS II
 JZ2335
 JZ2335.The horizontal coordinates were scaled from a topographic map and have
 JZ2335.an estimated accuracy of +/- 6 seconds.
 JZ2335
 JZ2335.The orthometric height was determined by differential leveling
 JZ2335.and adjusted by the National Geodetic Survey in June 1991..
 JZ2335.WARNING-Repeat measurements at this control monument indicate possible
 JZ2335.vertical movement.
 JZ2335
 JZ2335.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2335.See file dsdata.txt to determine how the superseded data were derived.
 JZ2335
 JZ2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ056754(NAD 83)
 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             NGS
 JZ2335  HISTORY     - 1986     GOOD             NGS
 JZ2335  HISTORY     - 20060703 GOOD             BUTLER
 JZ2335
 JZ2335                          STATION DESCRIPTION
 JZ2335
 JZ2335'DESCRIBED BY NATIONAL 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 AND SEUFERT INC 2006 (GKG)
 JZ2335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2054 ***********************************************************************
 JZ2054  DESIGNATION -  M 48
 JZ2054  PID         -  JZ2054
 JZ2054  STATE/COUNTY-  IN/FRANKLIN
 JZ2054  USGS QUAD   -  BROOKVILLE (1993)
 JZ2054
 JZ2054                         *CURRENT SURVEY CONTROL
 JZ2054  ___________________________________________________________________
 JZ2054* NAD 83(1986)-  39 25 40.     (N)    085 00 47.     (W)     SCALED    
 JZ2054* NAVD 88     -       201.476  (meters)     661.01   (feet)  ADJUSTED  
 JZ2054  ___________________________________________________________________
 JZ2054  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JZ2054  DYNAMIC HT  -         201.354 (meters)     660.61  (feet)  COMP
 JZ2054  MODELED GRAV-     980,018.6   (mgal)                       NAVD 88
 JZ2054
 JZ2054  VERT ORDER  -  SECOND    CLASS 0
 JZ2054
 JZ2054.The horizontal coordinates were scaled from a topographic map and have
 JZ2054.an estimated accuracy of +/- 6 seconds.
 JZ2054
 JZ2054.The orthometric height was determined by differential leveling
 JZ2054.and adjusted by the National Geodetic Survey in June 1991..
 JZ2054
 JZ2054.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2054.See file dsdata.txt to determine how the superseded data were derived.
 JZ2054
 JZ2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ710661(NAD 83)
 JZ2054_MARKER: DB = BENCH MARK DISK
 JZ2054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2054_STAMPING: M 48 1934
 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             NGS
 JZ2054  HISTORY     - 20040922 GOOD             SCHC
 JZ2054
 JZ2054                          STATION DESCRIPTION
 JZ2054
 JZ2054'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1694 ***********************************************************************
 HZ1694  DESIGNATION -  M 49
 HZ1694  PID         -  HZ1694
 HZ1694  STATE/COUNTY-  IN/JENNINGS
 HZ1694  USGS QUAD   -  VERNON (1994)
 HZ1694
 HZ1694                         *CURRENT SURVEY CONTROL
 HZ1694  ___________________________________________________________________
 HZ1694* NAD 83(1986)-  38 55 58.     (N)    085 33 10.     (W)     SCALED    
 HZ1694* NAVD 88     -       232.816  (meters)     763.83   (feet)  ADJUSTED  
 HZ1694  ___________________________________________________________________
 HZ1694  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 HZ1694  DYNAMIC HT  -         232.667 (meters)     763.34  (feet)  COMP
 HZ1694  MODELED GRAV-     979,981.1   (mgal)                       NAVD 88
 HZ1694
 HZ1694  VERT ORDER  -  SECOND    CLASS 0
 HZ1694
 HZ1694.The horizontal coordinates were scaled from a topographic map and have
 HZ1694.an estimated accuracy of +/- 6 seconds.
 HZ1694
 HZ1694.The orthometric height was determined by differential leveling
 HZ1694.and adjusted by the National Geodetic Survey in June 1991..
 HZ1694
 HZ1694.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1694.See file dsdata.txt to determine how the superseded data were derived.
 HZ1694
 HZ1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ254103(NAD 83)
 HZ1694_MARKER: DB = BENCH MARK DISK
 HZ1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1694_STAMPING: M 49 1934
 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 = OCTOBER  6, 2006
 LA1628 ***********************************************************************
 LA1628  DESIGNATION -  M 5
 LA1628  PID         -  LA1628
 LA1628  STATE/COUNTY-  IN/WABASH
 LA1628  USGS QUAD   -  SOMERSET (1994)
 LA1628
 LA1628                         *CURRENT SURVEY CONTROL
 LA1628  ___________________________________________________________________
 LA1628* NAD 83(1986)-  40 43 29.     (N)    085 46 52.     (W)     SCALED    
 LA1628* NAVD 88     -       245.963  (meters)     806.96   (feet)  ADJUSTED  
 LA1628  ___________________________________________________________________
 LA1628  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 LA1628  DYNAMIC HT  -         245.843 (meters)     806.57  (feet)  COMP
 LA1628  MODELED GRAV-     980,132.5   (mgal)                       NAVD 88
 LA1628
 LA1628  VERT ORDER  -  FIRST     CLASS II
 LA1628
 LA1628.The horizontal coordinates were scaled from a topographic map and have
 LA1628.an estimated accuracy of +/- 6 seconds.
 LA1628
 LA1628.The orthometric height was determined by differential leveling
 LA1628.and adjusted by the National Geodetic Survey in June 1991..
 LA1628.WARNING-Repeat measurements at this control monument indicate possible
 LA1628.vertical movement.
 LA1628
 LA1628.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1628.See file dsdata.txt to determine how the superseded data were derived.
 LA1628
 LA1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL029089(NAD 83)
 LA1628_MARKER: DB = BENCH MARK DISK
 LA1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1628_STAMPING: M 5 ELEV 807.282 FT
 LA1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1628+STABILITY: SURFACE MOTION
 LA1628
 LA1628  HISTORY     - Date     Condition        Report By
 LA1628  HISTORY     - UNK      MONUMENTED       CGS
 LA1628  HISTORY     - 1946     GOOD             NGS
 LA1628
 LA1628                          STATION DESCRIPTION
 LA1628
 LA1628'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0125 ***********************************************************************
 KA0125  DESIGNATION -  M 50
 KA0125  PID         -  KA0125
 KA0125  STATE/COUNTY-  IN/MARION
 KA0125  USGS QUAD   -  CLERMONT (1984)
 KA0125
 KA0125                         *CURRENT SURVEY CONTROL
 KA0125  ___________________________________________________________________
 KA0125* NAD 83(1986)-  39 47 48.     (N)    086 15 50.     (W)     SCALED    
 KA0125* NAVD 88     -       225.179  (meters)     738.77   (feet)  ADJUSTED  
 KA0125  ___________________________________________________________________
 KA0125  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KA0125  DYNAMIC HT  -         225.057 (meters)     738.37  (feet)  COMP
 KA0125  MODELED GRAV-     980,079.1   (mgal)                       NAVD 88
 KA0125
 KA0125  VERT ORDER  -  SECOND    CLASS 0
 KA0125
 KA0125.The horizontal coordinates were scaled from a topographic map and have
 KA0125.an estimated accuracy of +/- 6 seconds.
 KA0125
 KA0125.The orthometric height was determined by differential leveling
 KA0125.and adjusted by the National Geodetic Survey in June 1991..
 KA0125
 KA0125.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0125.See file dsdata.txt to determine how the superseded data were derived.
 KA0125
 KA0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK630054(NAD 83)
 KA0125_MARKER: DB = BENCH MARK DISK
 KA0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0125_STAMPING: M 50 1934
 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             NGS
 KA0125  HISTORY     - 1959     MARK NOT FOUND   USGS
 KA0125  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 KA0125
 KA0125                          STATION DESCRIPTION
 KA0125
 KA0125'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0606 ***********************************************************************
 KA0606  DESIGNATION -  M 51
 KA0606  PID         -  KA0606
 KA0606  STATE/COUNTY-  IN/PUTNAM
 KA0606  USGS QUAD   -  REELSVILLE (1986)
 KA0606
 KA0606                         *CURRENT SURVEY CONTROL
 KA0606  ___________________________________________________________________
 KA0606* NAD 83(1986)-  39 37 11.     (N)    086 52 34.     (W)     SCALED    
 KA0606* NAVD 88     -       233.552  (meters)     766.25   (feet)  ADJUSTED  
 KA0606  ___________________________________________________________________
 KA0606  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KA0606  DYNAMIC HT  -         233.420 (meters)     765.81  (feet)  COMP
 KA0606  MODELED GRAV-     980,056.7   (mgal)                       NAVD 88
 KA0606
 KA0606  VERT ORDER  -  SECOND    CLASS 0
 KA0606
 KA0606.The horizontal coordinates were scaled from a topographic map and have
 KA0606.an estimated accuracy of +/- 6 seconds.
 KA0606
 KA0606.The orthometric height was determined by differential leveling
 KA0606.and adjusted by the National Geodetic Survey in June 1991..
 KA0606
 KA0606.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0606.See file dsdata.txt to determine how the superseded data were derived.
 KA0606
 KA0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ106855(NAD 83)
 KA0606_MARKER: DB = BENCH MARK DISK
 KA0606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0606_SP_SET: SEMAPHORE
 KA0606_STAMPING: M 51 1934
 KA0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0606
 KA0606  HISTORY     - Date     Condition        Report By
 KA0606  HISTORY     - 1934     MONUMENTED       CGS
 KA0606  HISTORY     - 1935     GOOD             NGS
 KA0606
 KA0606                          STATION DESCRIPTION
 KA0606
 KA0606'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0451 ***********************************************************************
 KA0451  DESIGNATION -  M 52
 KA0451  PID         -  KA0451
 KA0451  STATE/COUNTY-  IN/MONROE
 KA0451  USGS QUAD   -  CLEAR CREEK (1990)
 KA0451
 KA0451                         *CURRENT SURVEY CONTROL
 KA0451  ___________________________________________________________________
 KA0451* NAD 83(1986)-  39 05 30.     (N)    086 33 15.     (W)     SCALED    
 KA0451* NAVD 88     -       187.849  (meters)     616.30   (feet)  ADJUSTED  
 KA0451  ___________________________________________________________________
 KA0451  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KA0451  DYNAMIC HT  -         187.733 (meters)     615.92  (feet)  COMP
 KA0451  MODELED GRAV-     980,008.5   (mgal)                       NAVD 88
 KA0451
 KA0451  VERT ORDER  -  SECOND    CLASS 0
 KA0451
 KA0451.The horizontal coordinates were scaled from a topographic map and have
 KA0451.an estimated accuracy of +/- 6 seconds.
 KA0451
 KA0451.The orthometric height was determined by differential leveling
 KA0451.and adjusted by the National Geodetic Survey in June 1991..
 KA0451
 KA0451.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0451.See file dsdata.txt to determine how the superseded data were derived.
 KA0451
 KA0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ385270(NAD 83)
 KA0451_MARKER: DB = BENCH MARK DISK
 KA0451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0451_SP_SET: BRIDGE
 KA0451_STAMPING: M 52 1934
 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 = OCTOBER  6, 2006
 KA0333 ***********************************************************************
 KA0333  DESIGNATION -  M 53
 KA0333  PID         -  KA0333
 KA0333  STATE/COUNTY-  IN/BROWN
 KA0333  USGS QUAD   -  NASHVILLE (1994)
 KA0333
 KA0333                         *CURRENT SURVEY CONTROL
 KA0333  ___________________________________________________________________
 KA0333* NAD 83(1986)-  39 11 21.     (N)    086 09 34.     (W)     SCALED    
 KA0333* NAVD 88     -       193.758  (meters)     635.69   (feet)  ADJUSTED  
 KA0333  ___________________________________________________________________
 KA0333  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KA0333  DYNAMIC HT  -         193.641 (meters)     635.30  (feet)  COMP
 KA0333  MODELED GRAV-     980,020.3   (mgal)                       NAVD 88
 KA0333
 KA0333  VERT ORDER  -  SECOND    CLASS 0
 KA0333
 KA0333.The horizontal coordinates were scaled from a topographic map and have
 KA0333.an estimated accuracy of +/- 6 seconds.
 KA0333
 KA0333.The orthometric height was determined by differential leveling
 KA0333.and adjusted by the National Geodetic Survey in June 1991..
 KA0333
 KA0333.The geoid height was determined by GEOID03.
 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     -   437,610.       57,430.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0333.See file dsdata.txt to determine how the superseded data were derived.
 KA0333
 KA0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ725381(NAD 83)
 KA0333_MARKER: DB = BENCH MARK DISK
 KA0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0333_STAMPING: M 53 1934
 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 = OCTOBER  6, 2006
 KA1190 ***********************************************************************
 KA1190  DESIGNATION -  M 54
 KA1190  PID         -  KA1190
 KA1190  STATE/COUNTY-  IN/SULLIVAN
 KA1190  USGS QUAD   -  SULLIVAN (1986)
 KA1190
 KA1190                         *CURRENT SURVEY CONTROL
 KA1190  ___________________________________________________________________
 KA1190* NAD 83(1986)-  39 05 26.     (N)    087 24 01.     (W)     SCALED    
 KA1190* NAVD 88     -       154.661  (meters)     507.42   (feet)  ADJUSTED  
 KA1190  ___________________________________________________________________
 KA1190  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KA1190  DYNAMIC HT  -         154.570 (meters)     507.12  (feet)  COMP
 KA1190  MODELED GRAV-     980,033.9   (mgal)                       NAVD 88
 KA1190
 KA1190  VERT ORDER  -  SECOND    CLASS 0
 KA1190
 KA1190.The horizontal coordinates were scaled from a topographic map and have
 KA1190.an estimated accuracy of +/- 6 seconds.
 KA1190
 KA1190.The orthometric height was determined by differential leveling
 KA1190.and adjusted by the National Geodetic Survey in June 1991..
 KA1190
 KA1190.The geoid height was determined by GEOID03.
 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.      872,580.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1190.See file dsdata.txt to determine how the superseded data were derived.
 KA1190
 KA1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ653269(NAD 83)
 KA1190_MARKER: DB = BENCH MARK DISK
 KA1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1190_STAMPING: M 54 1934
 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 = OCTOBER  6, 2006
 JA0398 ***********************************************************************
 JA0398  DESIGNATION -  M 55
 JA0398  PID         -  JA0398
 JA0398  STATE/COUNTY-  IN/CRAWFORD
 JA0398  USGS QUAD   -  ENGLISH (1993)
 JA0398
 JA0398                         *CURRENT SURVEY CONTROL
 JA0398  ___________________________________________________________________
 JA0398* NAD 83(1986)-  38 18 07.     (N)    086 28 15.     (W)     SCALED    
 JA0398* NAVD 88     -       194.502  (meters)     638.13   (feet)  ADJUSTED  
 JA0398  ___________________________________________________________________
 JA0398  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JA0398  DYNAMIC HT  -         194.366 (meters)     637.68  (feet)  COMP
 JA0398  MODELED GRAV-     979,925.9   (mgal)                       NAVD 88
 JA0398
 JA0398  VERT ORDER  -  FIRST     CLASS II
 JA0398
 JA0398.The horizontal coordinates were scaled from a topographic map and have
 JA0398.an estimated accuracy of +/- 6 seconds.
 JA0398
 JA0398.The orthometric height was determined by differential leveling
 JA0398.and adjusted by the National Geodetic Survey in June 1991..
 JA0398
 JA0398.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0398.See file dsdata.txt to determine how the superseded data were derived.
 JA0398
 JA0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH462394(NAD 83)
 JA0398_MARKER: DB = BENCH MARK DISK
 JA0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0398_STAMPING: M 55 1934
 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             NGS
 JA0398
 JA0398                          STATION DESCRIPTION
 JA0398
 JA0398'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1548 ***********************************************************************
 JA1548  DESIGNATION -  M 55 RESET 1981
 JA1548  PID         -  JA1548
 JA1548  STATE/COUNTY-  IN/CRAWFORD
 JA1548  USGS QUAD   -  ENGLISH (1993)
 JA1548
 JA1548                         *CURRENT SURVEY CONTROL
 JA1548  ___________________________________________________________________
 JA1548* NAD 83(1986)-  38 18 07.     (N)    086 28 15.     (W)     SCALED    
 JA1548* NAVD 88     -       198.53   (meters)     651.3    (feet)  RESET     
 JA1548  ___________________________________________________________________
 JA1548  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JA1548
 JA1548  VERT ORDER  -  THIRD
 JA1548
 JA1548.The horizontal coordinates were scaled from a topographic map and have
 JA1548.an estimated accuracy of +/- 6 seconds.
 JA1548
 JA1548.The orthometric height was computed from unverified reset data.
 JA1548
 JA1548.The geoid height was determined by GEOID03.
 JA1548
 JA1548;                    North         East    Units  Estimated Accuracy
 JA1548;SPC IN W     -   339,190.      953,580.      MT  (+/- 180 meters Scaled)
 JA1548
 JA1548                          SUPERSEDED SURVEY CONTROL
 JA1548
 JA1548  NGVD 29 (04/16/04)  198.63   (m)          651.7    (f) RESET       3  
 JA1548
 JA1548.Superseded values are not recommended for survey control.
 JA1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1548.See file dsdata.txt to determine how the superseded data were derived.
 JA1548
 JA1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH462394(NAD 83)
 JA1548_MARKER: DB = BENCH MARK DISK
 JA1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1548_STAMPING: M 55 RESET 1981
 JA1548_PROJECTION: PROJECTING 3 CENTIMETERS
 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 = OCTOBER  6, 2006
 JA0263 ***********************************************************************
 JA0263  DESIGNATION -  M 56
 JA0263  PID         -  JA0263
 JA0263  STATE/COUNTY-  IN/CRAWFORD
 JA0263  USGS QUAD   -  MILLTOWN (1980)
 JA0263
 JA0263                         *CURRENT SURVEY CONTROL
 JA0263  ___________________________________________________________________
 JA0263* NAD 83(1986)-  38 20 53.     (N)    086 16 59.     (W)     SCALED    
 JA0263* NAVD 88     -       170.852  (meters)     560.54   (feet)  POSTED    
 JA0263  ___________________________________________________________________
 JA0263  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JA0263  DYNAMIC HT  -         170.730 (meters)     560.14  (feet)  COMP
 JA0263  MODELED GRAV-     979,927.6   (mgal)                       NAVD 88
 JA0263
 JA0263  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 JA0263
 JA0263.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JA0263.rate of 3.1 thru 4.0 mm/km.
 JA0263
 JA0263.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0263.See file dsdata.txt to determine how the superseded data were derived.
 JA0263
 JA0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH626446(NAD 83)
 JA0263_MARKER: DB = BENCH MARK DISK
 JA0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0263_SP_SET: 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   NGS
 JA0263
 JA0263                          STATION DESCRIPTION
 JA0263
 JA0263'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0983 ***********************************************************************
 JA0983  DESIGNATION -  M 57
 JA0983  PID         -  JA0983
 JA0983  STATE/COUNTY-  IN/PIKE
 JA0983  USGS QUAD   -  VELPEN (1980)
 JA0983
 JA0983                         *CURRENT SURVEY CONTROL
 JA0983  ___________________________________________________________________
 JA0983* NAD 83(1986)-  38 20 48.     (N)    087 04 53.     (W)     SCALED    
 JA0983* NAVD 88     -       135.857  (meters)     445.72   (feet)  ADJUSTED  
 JA0983  ___________________________________________________________________
 JA0983  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JA0983  DYNAMIC HT  -         135.767 (meters)     445.43  (feet)  COMP
 JA0983  MODELED GRAV-     979,962.8   (mgal)                       NAVD 88
 JA0983
 JA0983  VERT ORDER  -  FIRST     CLASS II
 JA0983
 JA0983.The horizontal coordinates were scaled from a topographic map and have
 JA0983.an estimated accuracy of +/- 6 seconds.
 JA0983
 JA0983.The orthometric height was determined by differential leveling
 JA0983.and adjusted by the National Geodetic Survey in June 1991..
 JA0983
 JA0983.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0983.See file dsdata.txt to determine how the superseded data were derived.
 JA0983
 JA0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH928442(NAD 83)
 JA0983_MARKER: DB = BENCH MARK DISK
 JA0983_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0983_SP_SET: BRIDGE
 JA0983_STAMPING: M 57 1934
 JA0983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0983
 JA0983  HISTORY     - Date     Condition        Report By
 JA0983  HISTORY     - 1934     MONUMENTED       CGS
 JA0983  HISTORY     - 1965     GOOD             NGS
 JA0983
 JA0983                          STATION DESCRIPTION
 JA0983
 JA0983'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1686 ***********************************************************************
 HZ1686  DESIGNATION -  M 60
 HZ1686  PID         -  HZ1686
 HZ1686  STATE/COUNTY-  IN/JACKSON
 HZ1686  USGS QUAD   -  CROTHERSVILLE (1993)
 HZ1686
 HZ1686                         *CURRENT SURVEY CONTROL
 HZ1686  ___________________________________________________________________
 HZ1686* NAD 83(1986)-  38 49 22.     (N)    085 51 14.     (W)     SCALED    
 HZ1686* NAVD 88     -       162.673  (meters)     533.70   (feet)  ADJUSTED  
 HZ1686  ___________________________________________________________________
 HZ1686  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 HZ1686  DYNAMIC HT  -         162.568 (meters)     533.36  (feet)  COMP
 HZ1686  MODELED GRAV-     979,983.6   (mgal)                       NAVD 88
 HZ1686
 HZ1686  VERT ORDER  -  SECOND    CLASS 0
 HZ1686
 HZ1686.The horizontal coordinates were scaled from a topographic map and have
 HZ1686.an estimated accuracy of +/- 6 seconds.
 HZ1686
 HZ1686.The orthometric height was determined by differential leveling
 HZ1686.and adjusted by the National Geodetic Survey in June 1991..
 HZ1686
 HZ1686.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1686.See file dsdata.txt to determine how the superseded data were derived.
 HZ1686
 HZ1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH994977(NAD 83)
 HZ1686_MARKER: DB = BENCH MARK DISK
 HZ1686_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1686_SP_SET: ABUTMENT
 HZ1686_STAMPING: M 60 1934
 HZ1686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1686
 HZ1686  HISTORY     - Date     Condition        Report By
 HZ1686  HISTORY     - 1934     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0041 ***********************************************************************
 KA0041  DESIGNATION -  M 61
 KA0041  PID         -  KA0041
 KA0041  STATE/COUNTY-  IN/HENDRICKS
 KA0041  USGS QUAD   -  PLAINFIELD (1980)
 KA0041
 KA0041                         *CURRENT SURVEY CONTROL
 KA0041  ___________________________________________________________________
 KA0041* NAD 83(1986)-  39 40 28.     (N)    086 23 21.     (W)     SCALED    
 KA0041* NAVD 88     -       214.812  (meters)     704.76   (feet)  ADJUSTED  
 KA0041  ___________________________________________________________________
 KA0041  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KA0041  DYNAMIC HT  -         214.697 (meters)     704.39  (feet)  COMP
 KA0041  MODELED GRAV-     980,086.0   (mgal)                       NAVD 88
 KA0041
 KA0041  VERT ORDER  -  SECOND    CLASS 0
 KA0041
 KA0041.The horizontal coordinates were scaled from a topographic map and have
 KA0041.an estimated accuracy of +/- 6 seconds.
 KA0041
 KA0041.The orthometric height was determined by differential leveling
 KA0041.and adjusted by the National Geodetic Survey in June 1991..
 KA0041
 KA0041.The geoid height was determined by GEOID03.
 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     -   491,600.      959,560.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0041.See file dsdata.txt to determine how the superseded data were derived.
 KA0041
 KA0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ523918(NAD 83)
 KA0041_MARKER: DB = BENCH MARK DISK
 KA0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0041_STAMPING: M 61 1946
 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 = OCTOBER  6, 2006
 KA0626 ***********************************************************************
 KA0626  DESIGNATION -  M 62
 KA0626  PID         -  KA0626
 KA0626  STATE/COUNTY-  IN/PUTNAM
 KA0626  USGS QUAD   -  COATESVILLE (1983)
 KA0626
 KA0626                         *CURRENT SURVEY CONTROL
 KA0626  ___________________________________________________________________
 KA0626* NAD 83(1986)-  39 37 30.     (N)    086 40 43.     (W)     SCALED    
 KA0626* NAVD 88     -       239.058  (meters)     784.31   (feet)  ADJUSTED  
 KA0626  ___________________________________________________________________
 KA0626  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KA0626  DYNAMIC HT  -         238.924 (meters)     783.87  (feet)  COMP
 KA0626  MODELED GRAV-     980,057.4   (mgal)                       NAVD 88
 KA0626
 KA0626  VERT ORDER  -  FIRST     CLASS II
 KA0626
 KA0626.The horizontal coordinates were scaled from a topographic map and have
 KA0626.an estimated accuracy of +/- 6 seconds.
 KA0626
 KA0626.The orthometric height was determined by differential leveling
 KA0626.and adjusted by the National Geodetic Survey in June 1991..
 KA0626
 KA0626.The geoid height was determined by GEOID03.
 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     -   485,960.      934,750.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0626.See file dsdata.txt to determine how the superseded data were derived.
 KA0626
 KA0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ275861(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0698 ***********************************************************************
 KA0698  DESIGNATION -  M 63
 KA0698  PID         -  KA0698
 KA0698  STATE/COUNTY-  IN/MORGAN
 KA0698  USGS QUAD   -  EMINENCE (1983)
 KA0698
 KA0698                         *CURRENT SURVEY CONTROL
 KA0698  ___________________________________________________________________
 KA0698* NAD 83(1986)-  39 32 39.     (N)    086 38 44.     (W)     SCALED    
 KA0698* NAVD 88     -       226.087  (meters)     741.75   (feet)  ADJUSTED  
 KA0698  ___________________________________________________________________
 KA0698  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KA0698  DYNAMIC HT  -         225.959 (meters)     741.33  (feet)  COMP
 KA0698  MODELED GRAV-     980,056.7   (mgal)                       NAVD 88
 KA0698
 KA0698  VERT ORDER  -  SECOND    CLASS 0
 KA0698
 KA0698.The horizontal coordinates were scaled from a topographic map and have
 KA0698.an estimated accuracy of +/- 6 seconds.
 KA0698
 KA0698.The orthometric height was determined by differential leveling
 KA0698.and adjusted by the National Geodetic Survey in June 1991..
 KA0698
 KA0698.The geoid height was determined by GEOID03.
 KA0698
 KA0698.The dynamic height is computed by dividing the NAVD 88
 KA0698.geopotential number by the normal gravity value computed on the
 KA0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0698.degrees latitude (g = 980.6199 gals.).
 KA0698
 KA0698.The modeled gravity was interpolated from observed gravity values.
 KA0698
 KA0698;                    North         East    Units  Estimated Accuracy
 KA0698;SPC IN W     -   477,000.      937,630.      MT  (+/- 180 meters Scaled)
 KA0698
 KA0698                          SUPERSEDED SURVEY CONTROL
 KA0698
 KA0698  NGVD 29 (??/??/92)  226.205  (m)          742.14   (f) ADJ UNCH    2 0
 KA0698
 KA0698.Superseded values are not recommended for survey control.
 KA0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0698.See file dsdata.txt to determine how the superseded data were derived.
 KA0698
 KA0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ304772(NAD 83)
 KA0698_MARKER: DB = BENCH MARK DISK
 KA0698_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0698_SP_SET: BRIDGE
 KA0698_STAMPING: M 63 1946
 KA0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0698
 KA0698  HISTORY     - Date     Condition        Report By
 KA0698  HISTORY     - 1946     MONUMENTED       CGS
 KA0698
 KA0698                          STATION DESCRIPTION
 KA0698
 KA0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0698'1.6 MI N FROM EMINENCE.
 KA0698'ABOUT 1.6 MILES NORTH ALONG STATE HIGHWAY 42 FROM THE HIGH
 KA0698'SCHOOL AT EMINENCE, AND SET IN THE TOP OF THE NORTHEAST CONCRETE
 KA0698'WING WALL AT THE EAST END OF A SINGLE SPAN TRUSS BRIDGE NO.
 KA0698'42-G-49-36 OVER COOKS DITCH, 10 FEET NORTH OF AND ABOUT 1.0 FOOT
 KA0698'LOWER THAN THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 KA0698'STAMPED M 63 1946.  NOTE-- THIS MARK MAY BE REACHED FROM THE
 KA0698'STORE AT LITTLE POINT BY GOING ABOUT 2.1 MILES WEST AND SOUTH
 KA0698'ALONG STATE HIGHWAY 42 TO A BRIDGE OVER COOKS DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0543 ***********************************************************************
 KA0543  DESIGNATION -  M 65
 KA0543  PID         -  KA0543
 KA0543  STATE/COUNTY-  IN/MORGAN
 KA0543  USGS QUAD   -  PARAGON (1987)
 KA0543
 KA0543                         *CURRENT SURVEY CONTROL
 KA0543  ___________________________________________________________________
 KA0543* NAD 83(1986)-  39 27 19.     (N)    086 30 09.     (W)     SCALED    
 KA0543* NAVD 88     -       188.559  (meters)     618.63   (feet)  ADJUSTED  
 KA0543  ___________________________________________________________________
 KA0543  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KA0543  DYNAMIC HT  -         188.452 (meters)     618.28  (feet)  COMP
 KA0543  MODELED GRAV-     980,054.8   (mgal)                       NAVD 88
 KA0543
 KA0543  VERT ORDER  -  SECOND    CLASS 0
 KA0543
 KA0543.The horizontal coordinates were scaled from a topographic map and have
 KA0543.an estimated accuracy of +/- 6 seconds.
 KA0543
 KA0543.The orthometric height was determined by differential leveling
 KA0543.and adjusted by the National Geodetic Survey in June 1991..
 KA0543
 KA0543.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0543.See file dsdata.txt to determine how the superseded data were derived.
 KA0543
 KA0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ428674(NAD 83)
 KA0543_MARKER: DB = BENCH MARK DISK
 KA0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0543_STAMPING: M 65 1946
 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 = OCTOBER  6, 2006
 KA1072 ***********************************************************************
 KA1072  DESIGNATION -  M 66
 KA1072  PID         -  KA1072
 KA1072  STATE/COUNTY-  IN/VIGO
 KA1072  USGS QUAD   -  TERRE HAUTE (1993)
 KA1072
 KA1072                         *CURRENT SURVEY CONTROL
 KA1072  ___________________________________________________________________
 KA1072* NAD 83(1986)-  39 28 11.     (N)    087 23 01.     (W)     SCALED    
 KA1072* NAVD 88     -       149.659  (meters)     491.01   (feet)  ADJUSTED  
 KA1072  ___________________________________________________________________
 KA1072  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KA1072  DYNAMIC HT  -         149.574 (meters)     490.73  (feet)  COMP
 KA1072  MODELED GRAV-     980,056.4   (mgal)                       NAVD 88
 KA1072
 KA1072  VERT ORDER  -  FIRST     CLASS II
 KA1072
 KA1072.The horizontal coordinates were scaled from a topographic map and have
 KA1072.an estimated accuracy of +/- 6 seconds.
 KA1072
 KA1072.The orthometric height was determined by differential leveling
 KA1072.and adjusted by the National Geodetic Survey in June 1991..
 KA1072.WARNING-Repeat measurements at this control monument indicate possible
 KA1072.vertical movement.
 KA1072
 KA1072.The geoid height was determined by GEOID03.
 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     -   468,690.      874,160.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1072.See file dsdata.txt to determine how the superseded data were derived.
 KA1072
 KA1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ670689(NAD 83)
 KA1072_MARKER: DB = BENCH MARK DISK
 KA1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1072_SP_SET: CONCRETE POST
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0507 ***********************************************************************
 KA0507  DESIGNATION -  M 67
 KA0507  PID         -  KA0507
 KA0507  STATE/COUNTY-  IN/OWEN
 KA0507  USGS QUAD   -  PATRICKSBURG (1956)
 KA0507
 KA0507                         *CURRENT SURVEY CONTROL
 KA0507  ___________________________________________________________________
 KA0507* NAD 83(1986)-  39 17 25.     (N)    086 59 54.     (W)     SCALED    
 KA0507* NAVD 88     -       171.730  (meters)     563.42   (feet)  ADJUSTED  
 KA0507  ___________________________________________________________________
 KA0507  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KA0507  DYNAMIC HT  -         171.629 (meters)     563.09  (feet)  COMP
 KA0507  MODELED GRAV-     980,039.9   (mgal)                       NAVD 88
 KA0507
 KA0507  VERT ORDER  -  SECOND    CLASS 0
 KA0507
 KA0507.The horizontal coordinates were scaled from a topographic map and have
 KA0507.an estimated accuracy of +/- 6 seconds.
 KA0507
 KA0507.The orthometric height was determined by differential leveling
 KA0507.and adjusted by the National Geodetic Survey in June 1991..
 KA0507
 KA0507.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0507.See file dsdata.txt to determine how the superseded data were derived.
 KA0507
 KA0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ001489(NAD 83)
 KA0507_MARKER: DB = BENCH MARK DISK
 KA0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0507_STAMPING: M 67 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1138 ***********************************************************************
 KA1138  DESIGNATION -  M 68
 KA1138  PID         -  KA1138
 KA1138  STATE/COUNTY-  IN/CLAY
 KA1138  USGS QUAD   -  CLAY CITY (1986)
 KA1138
 KA1138                         *CURRENT SURVEY CONTROL
 KA1138  ___________________________________________________________________
 KA1138* NAD 83(1986)-  39 22 11.     (N)    087 06 38.     (W)     SCALED    
 KA1138* NAVD 88     -       178.047  (meters)     584.14   (feet)  ADJUSTED  
 KA1138  ___________________________________________________________________
 KA1138  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KA1138  DYNAMIC HT  -         177.945 (meters)     583.81  (feet)  COMP
 KA1138  MODELED GRAV-     980,047.9   (mgal)                       NAVD 88
 KA1138
 KA1138  VERT ORDER  -  SECOND    CLASS 0
 KA1138
 KA1138.The horizontal coordinates were scaled from a topographic map and have
 KA1138.an estimated accuracy of +/- 6 seconds.
 KA1138
 KA1138.The orthometric height was determined by differential leveling
 KA1138.and adjusted by the National Geodetic Survey in June 1991..
 KA1138
 KA1138.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1138.See file dsdata.txt to determine how the superseded data were derived.
 KA1138
 KA1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ904578(NAD 83)
 KA1138_MARKER: DB = BENCH MARK DISK
 KA1138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1138_SP_SET: CULVERT
 KA1138_STAMPING: M 68 1946
 KA1138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0502 ***********************************************************************
 KA0502  DESIGNATION -  M 69
 KA0502  PID         -  KA0502
 KA0502  STATE/COUNTY-  IN/OWEN
 KA0502  USGS QUAD   -  POLAND (1980)
 KA0502
 KA0502                         *CURRENT SURVEY CONTROL
 KA0502  ___________________________________________________________________
 KA0502* NAD 83(1986)-  39 26 38.     (N)    086 56 09.     (W)     SCALED    
 KA0502* NAVD 88     -       196.803  (meters)     645.68   (feet)  ADJUSTED  
 KA0502  ___________________________________________________________________
 KA0502  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KA0502  DYNAMIC HT  -         196.690 (meters)     645.31  (feet)  COMP
 KA0502  MODELED GRAV-     980,048.7   (mgal)                       NAVD 88
 KA0502
 KA0502  VERT ORDER  -  SECOND    CLASS 0
 KA0502
 KA0502.The horizontal coordinates were scaled from a topographic map and have
 KA0502.an estimated accuracy of +/- 6 seconds.
 KA0502
 KA0502.The orthometric height was determined by differential leveling
 KA0502.and adjusted by the National Geodetic Survey in June 1991..
 KA0502
 KA0502.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0502.See file dsdata.txt to determine how the superseded data were derived.
 KA0502
 KA0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ055660(NAD 83)
 KA0502_MARKER: DB = BENCH MARK DISK
 KA0502_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0502_SP_SET: BRIDGE
 KA0502_STAMPING: M 69 1946
 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 = OCTOBER  6, 2006
 KA0710 ***********************************************************************
 KA0710  DESIGNATION -  M 70
 KA0710  PID         -  KA0710
 KA0710  STATE/COUNTY-  IN/PUTNAM
 KA0710  USGS QUAD   -  REELSVILLE (1986)
 KA0710
 KA0710                         *CURRENT SURVEY CONTROL
 KA0710  ___________________________________________________________________
 KA0710* NAD 83(1986)-  39 31 57.     (N)    086 56 21.     (W)     SCALED    
 KA0710* NAVD 88     -       222.139  (meters)     728.80   (feet)  ADJUSTED  
 KA0710  ___________________________________________________________________
 KA0710  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KA0710  DYNAMIC HT  -         222.013 (meters)     728.39  (feet)  COMP
 KA0710  MODELED GRAV-     980,054.4   (mgal)                       NAVD 88
 KA0710
 KA0710  VERT ORDER  -  SECOND    CLASS 0
 KA0710
 KA0710.The horizontal coordinates were scaled from a topographic map and have
 KA0710.an estimated accuracy of +/- 6 seconds.
 KA0710
 KA0710.The orthometric height was determined by differential leveling
 KA0710.and adjusted by the National Geodetic Survey in June 1991..
 KA0710
 KA0710.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0710.See file dsdata.txt to determine how the superseded data were derived.
 KA0710
 KA0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ052758(NAD 83)
 KA0710_MARKER: DB = BENCH MARK DISK
 KA0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0710_STAMPING: M 70 1946
 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 = OCTOBER  6, 2006
 KA0840 ***********************************************************************
 KA0840  DESIGNATION -  M 71
 KA0840  PID         -  KA0840
 KA0840  STATE/COUNTY-  IN/PARKE
 KA0840  USGS QUAD   -  BELLMORE (1963)
 KA0840
 KA0840                         *CURRENT SURVEY CONTROL
 KA0840  ___________________________________________________________________
 KA0840* NAD 83(1986)-  39 45 16.     (N)    087 06 18.     (W)     SCALED    
 KA0840* NAVD 88     -       225.703  (meters)     740.49   (feet)  ADJUSTED  
 KA0840  ___________________________________________________________________
 KA0840  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KA0840  DYNAMIC HT  -         225.575 (meters)     740.07  (feet)  COMP
 KA0840  MODELED GRAV-     980,052.7   (mgal)                       NAVD 88
 KA0840
 KA0840  VERT ORDER  -  SECOND    CLASS 0
 KA0840
 KA0840.The horizontal coordinates were scaled from a topographic map and have
 KA0840.an estimated accuracy of +/- 6 seconds.
 KA0840
 KA0840.The orthometric height was determined by differential leveling
 KA0840.and adjusted by the National Geodetic Survey in June 1991..
 KA0840
 KA0840.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0840.See file dsdata.txt to determine how the superseded data were derived.
 KA0840
 KA0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK910005(NAD 83)
 KA0840_MARKER: DB = BENCH MARK DISK
 KA0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0840_STAMPING: M 71 1946
 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 = OCTOBER  6, 2006
 KA0841 ***********************************************************************
 KA0841  DESIGNATION -  M 71 RESET 1956
 KA0841  PID         -  KA0841
 KA0841  STATE/COUNTY-  IN/PARKE
 KA0841  USGS QUAD   -  BELLMORE (1963)
 KA0841
 KA0841                         *CURRENT SURVEY CONTROL
 KA0841  ___________________________________________________________________
 KA0841* NAD 83(1986)-  39 45 16.     (N)    087 06 18.     (W)     SCALED    
 KA0841* NAVD 88     -       225.84   (meters)     740.9    (feet)  RESET     
 KA0841  ___________________________________________________________________
 KA0841  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KA0841
 KA0841  VERT ORDER  -  THIRD
 KA0841
 KA0841.The horizontal coordinates were scaled from a topographic map and have
 KA0841.an estimated accuracy of +/- 6 seconds.
 KA0841
 KA0841.The orthometric height was computed from unverified reset data.
 KA0841
 KA0841.The geoid height was determined by GEOID03.
 KA0841
 KA0841;                    North         East    Units  Estimated Accuracy
 KA0841;SPC IN W     -   500,250.      898,140.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0841.See file dsdata.txt to determine how the superseded data were derived.
 KA0841
 KA0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK910005(NAD 83)
 KA0841_MARKER: DD = SURVEY DISK
 KA0841_SETTING: 0 = UNSPECIFIED SETTING
 KA0841_STAMPING: M 71 RESET 1956
 KA0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0567 ***********************************************************************
 KA0567  DESIGNATION -  M 72
 KA0567  PID         -  KA0567
 KA0567  STATE/COUNTY-  IN/PUTNAM
 KA0567  USGS QUAD   -  ROACHDALE (1958)
 KA0567
 KA0567                         *CURRENT SURVEY CONTROL
 KA0567  ___________________________________________________________________
 KA0567* NAD 83(1986)-  39 45 37.     (N)    086 47 28.     (W)     SCALED    
 KA0567* NAVD 88     -       262.377  (meters)     860.82   (feet)  ADJUSTED  
 KA0567  ___________________________________________________________________
 KA0567  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KA0567  DYNAMIC HT  -         262.230 (meters)     860.33  (feet)  COMP
 KA0567  MODELED GRAV-     980,060.3   (mgal)                       NAVD 88
 KA0567
 KA0567  VERT ORDER  -  SECOND    CLASS 0
 KA0567
 KA0567.The horizontal coordinates were scaled from a topographic map and have
 KA0567.an estimated accuracy of +/- 6 seconds.
 KA0567
 KA0567.The orthometric height was determined by differential leveling
 KA0567.and adjusted by the National Geodetic Survey in June 1991..
 KA0567
 KA0567.The geoid height was determined by GEOID03.
 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     -   500,940.      925,040.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0567.See file dsdata.txt to determine how the superseded data were derived.
 KA0567
 KA0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK178011(NAD 83)
 KA0567_MARKER: DB = BENCH MARK DISK
 KA0567_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0567_SP_SET: CULVERT
 KA0567_STAMPING: M 72 1946
 KA0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0800 ***********************************************************************
 KA0800  DESIGNATION -  M 73
 KA0800  PID         -  KA0800
 KA0800  STATE/COUNTY-  IN/PUTNAM
 KA0800  USGS QUAD   -  GREENCASTLE (1986)
 KA0800
 KA0800                         *CURRENT SURVEY CONTROL
 KA0800  ___________________________________________________________________
 KA0800* NAD 83(1986)-  39 39 42.     (N)    086 52 05.     (W)     SCALED    
 KA0800* NAVD 88     -       209.255  (meters)     686.53   (feet)  ADJUSTED  
 KA0800  ___________________________________________________________________
 KA0800  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KA0800  DYNAMIC HT  -         209.137 (meters)     686.14  (feet)  COMP
 KA0800  MODELED GRAV-     980,056.6   (mgal)                       NAVD 88
 KA0800
 KA0800  VERT ORDER  -  SECOND    CLASS 0
 KA0800
 KA0800.The horizontal coordinates were scaled from a topographic map and have
 KA0800.an estimated accuracy of +/- 6 seconds.
 KA0800
 KA0800.The orthometric height was determined by differential leveling
 KA0800.and adjusted by the National Geodetic Survey in June 1991..
 KA0800
 KA0800.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0800.See file dsdata.txt to determine how the superseded data were derived.
 KA0800
 KA0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ113902(NAD 83)
 KA0800_MARKER: DB = BENCH MARK DISK
 KA0800_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0800_SP_SET: CULVERT
 KA0800_STAMPING: M 73 1946
 KA0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0800
 KA0800  HISTORY     - Date     Condition        Report By
 KA0800  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA2084 ***********************************************************************
 KA2084  DESIGNATION -  M 74 RESET
 KA2084  PID         -  KA2084
 KA2084  STATE/COUNTY-  IN/MONTGOMERY
 KA2084  USGS QUAD   -  LADOGA (1984)
 KA2084
 KA2084                         *CURRENT SURVEY CONTROL
 KA2084  ___________________________________________________________________
 KA2084* NAD 83(1986)-  39 55 22.     (N)    086 51 55.     (W)     SCALED    
 KA2084* NAVD 88     -       253.90   (meters)     833.0    (feet)  RESET     
 KA2084  ___________________________________________________________________
 KA2084  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KA2084
 KA2084  VERT ORDER  -  THIRD
 KA2084
 KA2084.The horizontal coordinates were scaled from a topographic map and have
 KA2084.an estimated accuracy of +/- 6 seconds.
 KA2084
 KA2084.The orthometric height was computed from unverified reset data.
 KA2084
 KA2084.The geoid height was determined by GEOID03.
 KA2084
 KA2084;                    North         East    Units  Estimated Accuracy
 KA2084;SPC IN W     -   518,970.      918,640.      MT  (+/- 180 meters Scaled)
 KA2084
 KA2084                          SUPERSEDED SURVEY CONTROL
 KA2084
 KA2084  NGVD 29 (04/16/04)  254.00   (m)          833.3    (f) RESET       3  
 KA2084
 KA2084.Superseded values are not recommended for survey control.
 KA2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2084.See file dsdata.txt to determine how the superseded data were derived.
 KA2084
 KA2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK115191(NAD 83)
 KA2084_MARKER: DV = VERTICAL CONTROL DISK
 KA2084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2084_SP_SET: CONCRETE POST
 KA2084_STAMPING: M 74 RESET
 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 = OCTOBER  6, 2006
 KA0589 ***********************************************************************
 KA0589  DESIGNATION -  M 75
 KA0589  PID         -  KA0589
 KA0589  STATE/COUNTY-  IN/PUTNAM
 KA0589  USGS QUAD   -  NORTH SALEM (1977)
 KA0589
 KA0589                         *CURRENT SURVEY CONTROL
 KA0589  ___________________________________________________________________
 KA0589* NAD 83(1986)-  39 50 56.     (N)    086 44 52.     (W)     SCALED    
 KA0589* NAVD 88     -       270.608  (meters)     887.82   (feet)  ADJUSTED  
 KA0589  ___________________________________________________________________
 KA0589  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KA0589  DYNAMIC HT  -         270.461 (meters)     887.34  (feet)  COMP
 KA0589  MODELED GRAV-     980,074.3   (mgal)                       NAVD 88
 KA0589
 KA0589  VERT ORDER  -  SECOND    CLASS 0
 KA0589
 KA0589.The horizontal coordinates were scaled from a topographic map and have
 KA0589.an estimated accuracy of +/- 6 seconds.
 KA0589
 KA0589.The orthometric height was determined by differential leveling
 KA0589.and adjusted by the National Geodetic Survey in June 1991..
 KA0589
 KA0589.The geoid height was determined by GEOID03.
 KA0589
 KA0589.The dynamic height is computed by dividing the NAVD 88
 KA0589.geopotential number by the normal gravity value computed on the
 KA0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0589.degrees latitude (g = 980.6199 gals.).
 KA0589
 KA0589.The modeled gravity was interpolated from observed gravity values.
 KA0589
 KA0589;                    North         East    Units  Estimated Accuracy
 KA0589;SPC IN W     -   510,790.      928,720.      MT  (+/- 180 meters Scaled)
 KA0589
 KA0589                          SUPERSEDED SURVEY CONTROL
 KA0589
 KA0589  NGVD 29 (??/??/92)  270.716  (m)          888.17   (f) ADJ UNCH    2 0
 KA0589
 KA0589.Superseded values are not recommended for survey control.
 KA0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0589.See file dsdata.txt to determine how the superseded data were derived.
 KA0589
 KA0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK215110(NAD 83)
 KA0589_MARKER: DB = BENCH MARK DISK
 KA0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0589_STAMPING: M 75 1946
 KA0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0589+STABILITY: SURFACE MOTION
 KA0589
 KA0589  HISTORY     - Date     Condition        Report By
 KA0589  HISTORY     - 1946     MONUMENTED       CGS
 KA0589
 KA0589                          STATION DESCRIPTION
 KA0589
 KA0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0589'2.4 MI W FROM BARNARD.
 KA0589'ALONG STATE HIGHWAY 136 ABOUT 2.4 MILES WEST OF THE SCHOOL BUILDING
 KA0589'AT BERNARD AND ABOUT 2.75 MILES EAST OF THE SCHOOL BUILDING AT
 KA0589'ROACHDALE, AT A T FENCE CORNER ON THE SOUTH SIDE OF THE
 KA0589'HIGHWAY, 28 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 33 FEET
 KA0589'NORTHEAST OF A 16-INCH HACKBERRY TREE ALONG THE NORTH-SOUTH
 KA0589'FENCE LINE, 14 FEET EAST OF THE CENTER LINE OF A DIM ROAD LEADING
 KA0589'SOUTH INTO A FIELD, 4 FEET NORTHEAST OF THE CORNER FENCE POST,
 KA0589'2 FEET EAST OF POWER LINE POLE NUMBER 202-005, 2 FEET WEST OF A
 KA0589'WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.  A
 KA0589'STANDARD DISK, STAMPED M 75 1946 AND SET IN THE TOP OF A CONCRETE
 KA0589'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0034 ***********************************************************************
 KA0034  DESIGNATION -  M 76
 KA0034  PID         -  KA0034
 KA0034  STATE/COUNTY-  IN/MORGAN
 KA0034  USGS QUAD   -  MOORESVILLE WEST (1983)
 KA0034
 KA0034                         *CURRENT SURVEY CONTROL
 KA0034  ___________________________________________________________________
 KA0034* NAD 83(1986)-  39 34 07.     (N)    086 28 17.     (W)     SCALED    
 KA0034* NAVD 88     -       225.023  (meters)     738.26   (feet)  ADJUSTED  
 KA0034  ___________________________________________________________________
 KA0034  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KA0034  DYNAMIC HT  -         224.898 (meters)     737.85  (feet)  COMP
 KA0034  MODELED GRAV-     980,065.5   (mgal)                       NAVD 88
 KA0034
 KA0034  VERT ORDER  -  SECOND    CLASS 0
 KA0034
 KA0034.The horizontal coordinates were scaled from a topographic map and have
 KA0034.an estimated accuracy of +/- 6 seconds.
 KA0034
 KA0034.The orthometric height was determined by differential leveling
 KA0034.and adjusted by the National Geodetic Survey in June 1991..
 KA0034
 KA0034.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0034.See file dsdata.txt to determine how the superseded data were derived.
 KA0034
 KA0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ454800(NAD 83)
 KA0034_MARKER: DB = BENCH MARK DISK
 KA0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0034_STAMPING: M 76 1946
 KA0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0034+STABILITY: SURFACE MOTION
 KA0034
 KA0034  HISTORY     - Date     Condition        Report By
 KA0034  HISTORY     - 1946     MONUMENTED       CGS
 KA0034  HISTORY     - 1973     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0119 ***********************************************************************
 KA0119  DESIGNATION -  M 77
 KA0119  PID         -  KA0119
 KA0119  STATE/COUNTY-  IN/HENDRICKS
 KA0119  USGS QUAD   -  BROWNSBURG (1980)
 KA0119
 KA0119                         *CURRENT SURVEY CONTROL
 KA0119  ___________________________________________________________________
 KA0119* NAD 83(1986)-  39 50 44.     (N)    086 23 47.     (W)     SCALED    
 KA0119* NAVD 88     -       268.664  (meters)     881.44   (feet)  ADJUSTED  
 KA0119  ___________________________________________________________________
 KA0119  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KA0119  DYNAMIC HT  -         268.517 (meters)     880.96  (feet)  COMP
 KA0119  MODELED GRAV-     980,071.6   (mgal)                       NAVD 88
 KA0119
 KA0119  VERT ORDER  -  SECOND    CLASS 0
 KA0119
 KA0119.The horizontal coordinates were scaled from a topographic map and have
 KA0119.an estimated accuracy of +/- 6 seconds.
 KA0119
 KA0119.The orthometric height was determined by differential leveling
 KA0119.and adjusted by the National Geodetic Survey in June 1991..
 KA0119
 KA0119.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0119.See file dsdata.txt to determine how the superseded data were derived.
 KA0119
 KA0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK516107(NAD 83)
 KA0119_MARKER: DB = BENCH MARK DISK
 KA0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0119_STAMPING: M 77 1946
 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 = OCTOBER  6, 2006
 LB0586 ***********************************************************************
 LB0586  DESIGNATION -  M 78
 LB0586  PID         -  LB0586
 LB0586  STATE/COUNTY-  IN/BOONE
 LB0586  USGS QUAD   -  ROSSTON (1987)
 LB0586
 LB0586                         *CURRENT SURVEY CONTROL
 LB0586  ___________________________________________________________________
 LB0586* NAD 83(1986)-  40 00 45.     (N)    086 16 17.     (W)     SCALED    
 LB0586* NAVD 88     -       278.882  (meters)     914.97   (feet)  ADJUSTED  
 LB0586  ___________________________________________________________________
 LB0586  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 LB0586  DYNAMIC HT  -         278.726 (meters)     914.45  (feet)  COMP
 LB0586  MODELED GRAV-     980,060.0   (mgal)                       NAVD 88
 LB0586
 LB0586  VERT ORDER  -  SECOND    CLASS 0
 LB0586
 LB0586.The horizontal coordinates were scaled from a topographic map and have
 LB0586.an estimated accuracy of +/- 6 seconds.
 LB0586
 LB0586.The orthometric height was determined by differential leveling
 LB0586.and adjusted by the National Geodetic Survey in June 1991..
 LB0586
 LB0586.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0586.See file dsdata.txt to determine how the superseded data were derived.
 LB0586
 LB0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK621293(NAD 83)
 LB0586_MARKER: DB = BENCH MARK DISK
 LB0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0586_STAMPING: M 78 1946
 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 = OCTOBER  6, 2006
 MD1059 ***********************************************************************
 MD1059  DESIGNATION -  M 8
 MD1059  PID         -  MD1059
 MD1059  STATE/COUNTY-  IN/KOSCIUSKO
 MD1059  USGS QUAD   -  MILFORD (1994)
 MD1059
 MD1059                         *CURRENT SURVEY CONTROL
 MD1059  ___________________________________________________________________
 MD1059* NAD 83(1986)-  41 23 31.     (N)    085 50 42.     (W)     SCALED    
 MD1059* NAVD 88     -       254.562  (meters)     835.18   (feet)  ADJUSTED  
 MD1059  ___________________________________________________________________
 MD1059  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 MD1059  DYNAMIC HT  -         254.462 (meters)     834.85  (feet)  COMP
 MD1059  MODELED GRAV-     980,223.2   (mgal)                       NAVD 88
 MD1059
 MD1059  VERT ORDER  -  FIRST     CLASS II
 MD1059
 MD1059.The horizontal coordinates were scaled from a topographic map and have
 MD1059.an estimated accuracy of +/- 6 seconds.
 MD1059
 MD1059.The orthometric height was determined by differential leveling
 MD1059.and adjusted by the National Geodetic Survey in June 1991..
 MD1059
 MD1059.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1059.See file dsdata.txt to determine how the superseded data were derived.
 MD1059
 MD1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL965829(NAD 83)
 MD1059_MARKER: DB = BENCH MARK DISK
 MD1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1059_STAMPING: ELEV 835.615 FT M 8
 MD1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1059+STABILITY: SURFACE MOTION
 MD1059
 MD1059  HISTORY     - Date     Condition        Report By
 MD1059  HISTORY     - UNK      MONUMENTED       CGS
 MD1059  HISTORY     - 1946     GOOD             NGS
 MD1059  HISTORY     - 19930105 MARK NOT FOUND   NGS
 MD1059
 MD1059                          STATION DESCRIPTION
 MD1059
 MD1059'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0721 ***********************************************************************
 KA0721  DESIGNATION -  M 80
 KA0721  PID         -  KA0721
 KA0721  STATE/COUNTY-  IN/BOONE
 KA0721  USGS QUAD   -  LIZTON (1970)
 KA0721
 KA0721                         *CURRENT SURVEY CONTROL
 KA0721  ___________________________________________________________________
 KA0721* NAD 83(1986)-  39 55 40.     (N)    086 32 03.     (W)     SCALED    
 KA0721* NAVD 88     -       290.842  (meters)     954.20   (feet)  ADJUSTED  
 KA0721  ___________________________________________________________________
 KA0721  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 KA0721  DYNAMIC HT  -         290.682 (meters)     953.68  (feet)  COMP
 KA0721  MODELED GRAV-     980,068.9   (mgal)                       NAVD 88
 KA0721
 KA0721  VERT ORDER  -  SECOND    CLASS 0
 KA0721
 KA0721.The horizontal coordinates were scaled from a topographic map and have
 KA0721.an estimated accuracy of +/- 6 seconds.
 KA0721
 KA0721.The orthometric height was determined by differential leveling
 KA0721.and adjusted by the National Geodetic Survey in June 1991..
 KA0721
 KA0721.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0721.See file dsdata.txt to determine how the superseded data were derived.
 KA0721
 KA0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK398198(NAD 83)
 KA0721_MARKER: DB = BENCH MARK DISK
 KA0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0721_STAMPING: M 80 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0523 ***********************************************************************
 KA0523  DESIGNATION -  M 81
 KA0523  PID         -  KA0523
 KA0523  STATE/COUNTY-  IN/OWEN
 KA0523  USGS QUAD   -  POLAND (1980)
 KA0523
 KA0523                         *CURRENT SURVEY CONTROL
 KA0523  ___________________________________________________________________
 KA0523* NAD 83(1986)-  39 24 10.     (N)    086 54 03.     (W)     SCALED    
 KA0523* NAVD 88     -       190.938  (meters)     626.44   (feet)  ADJUSTED  
 KA0523  ___________________________________________________________________
 KA0523  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KA0523  DYNAMIC HT  -         190.827 (meters)     626.07  (feet)  COMP
 KA0523  MODELED GRAV-     980,040.8   (mgal)                       NAVD 88
 KA0523
 KA0523  VERT ORDER  -  SECOND    CLASS 0
 KA0523
 KA0523.The horizontal coordinates were scaled from a topographic map and have
 KA0523.an estimated accuracy of +/- 6 seconds.
 KA0523
 KA0523.The orthometric height was determined by differential leveling
 KA0523.and adjusted by the National Geodetic Survey in June 1991..
 KA0523
 KA0523.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0523.See file dsdata.txt to determine how the superseded data were derived.
 KA0523
 KA0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ085614(NAD 83)
 KA0523_MARKER: DB = BENCH MARK DISK
 KA0523_SETTING: 66 = SET IN ROCK OUTCROP
 KA0523_SP_SET: ROCK CUT
 KA0523_STAMPING: M 81 1946
 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 = OCTOBER  6, 2006
 KA1205 ***********************************************************************
 KA1205  DESIGNATION -  M 82
 KA1205  PID         -  KA1205
 KA1205  STATE/COUNTY-  IN/CLAY
 KA1205  USGS QUAD   -  CLAY CITY (1986)
 KA1205
 KA1205                         *CURRENT SURVEY CONTROL
 KA1205  ___________________________________________________________________
 KA1205* NAD 83(1986)-  39 16 11.     (N)    087 06 23.     (W)     SCALED    
 KA1205* NAVD 88     -       185.540  (meters)     608.73   (feet)  ADJUSTED  
 KA1205  ___________________________________________________________________
 KA1205  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KA1205  DYNAMIC HT  -         185.432 (meters)     608.37  (feet)  COMP
 KA1205  MODELED GRAV-     980,041.3   (mgal)                       NAVD 88
 KA1205
 KA1205  VERT ORDER  -  FIRST     CLASS II
 KA1205
 KA1205.The horizontal coordinates were scaled from a topographic map and have
 KA1205.an estimated accuracy of +/- 6 seconds.
 KA1205
 KA1205.The orthometric height was determined by differential leveling
 KA1205.and adjusted by the National Geodetic Survey in June 1991..
 KA1205
 KA1205.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1205.See file dsdata.txt to determine how the superseded data were derived.
 KA1205
 KA1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ908467(NAD 83)
 KA1205_MARKER: DB = BENCH MARK DISK
 KA1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1205_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 KA0918 ***********************************************************************
 KA0918  DESIGNATION -  M 83
 KA0918  PID         -  KA0918
 KA0918  STATE/COUNTY-  IN/VIGO
 KA0918  USGS QUAD   -  ROSEDALE (1983)
 KA0918
 KA0918                         *CURRENT SURVEY CONTROL
 KA0918  ___________________________________________________________________
 KA0918* NAD 83(1986)-  39 33 01.     (N)    087 17 00.     (W)     SCALED    
 KA0918* NAVD 88     -       158.392  (meters)     519.66   (feet)  ADJUSTED  
 KA0918  ___________________________________________________________________
 KA0918  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KA0918  DYNAMIC HT  -         158.301 (meters)     519.36  (feet)  COMP
 KA0918  MODELED GRAV-     980,051.0   (mgal)                       NAVD 88
 KA0918
 KA0918  VERT ORDER  -  FIRST     CLASS II
 KA0918
 KA0918.The horizontal coordinates were scaled from a topographic map and have
 KA0918.an estimated accuracy of +/- 6 seconds.
 KA0918
 KA0918.The orthometric height was determined by differential leveling
 KA0918.and adjusted by the National Geodetic Survey in June 1991..
 KA0918
 KA0918.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0918.See file dsdata.txt to determine how the superseded data were derived.
 KA0918
 KA0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ756778(NAD 83)
 KA0918_MARKER: DB = BENCH MARK DISK
 KA0918_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0918_SP_SET: CULVERT
 KA0918_STAMPING: M 83 1946
 KA0918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0468 ***********************************************************************
 KA0468  DESIGNATION -  M 84
 KA0468  PID         -  KA0468
 KA0468  STATE/COUNTY-  IN/OWEN
 KA0468  USGS QUAD   -  PATRICKSBURG (1956)
 KA0468
 KA0468                         *CURRENT SURVEY CONTROL
 KA0468  ___________________________________________________________________
 KA0468* NAD 83(1986)-  39 18 06.     (N)    086 56 50.     (W)     SCALED    
 KA0468* NAVD 88     -       221.226  (meters)     725.81   (feet)  ADJUSTED  
 KA0468  ___________________________________________________________________
 KA0468  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KA0468  DYNAMIC HT  -         221.096 (meters)     725.38  (feet)  COMP
 KA0468  MODELED GRAV-     980,033.7   (mgal)                       NAVD 88
 KA0468
 KA0468  VERT ORDER  -  SECOND    CLASS 0
 KA0468
 KA0468.The horizontal coordinates were scaled from a topographic map and have
 KA0468.an estimated accuracy of +/- 6 seconds.
 KA0468
 KA0468.The orthometric height was determined by differential leveling
 KA0468.and adjusted by the National Geodetic Survey in June 1991..
 KA0468
 KA0468.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0468.See file dsdata.txt to determine how the superseded data were derived.
 KA0468
 KA0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ045502(NAD 83)
 KA0468_MARKER: DB = BENCH MARK DISK
 KA0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0468_STAMPING: M 84 1946
 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 = OCTOBER  6, 2006
 KA1029 ***********************************************************************
 KA1029  DESIGNATION -  M 85
 KA1029  PID         -  KA1029
 KA1029  STATE/COUNTY-  IN/PARKE
 KA1029  USGS QUAD   -  MECCA (1983)
 KA1029
 KA1029                         *CURRENT SURVEY CONTROL
 KA1029  ___________________________________________________________________
 KA1029* NAD 83(1986)-  39 44 25.     (N)    087 16 04.     (W)     SCALED    
 KA1029* NAVD 88     -       201.834  (meters)     662.18   (feet)  ADJUSTED  
 KA1029  ___________________________________________________________________
 KA1029  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KA1029  DYNAMIC HT  -         201.720 (meters)     661.81  (feet)  COMP
 KA1029  MODELED GRAV-     980,056.9   (mgal)                       NAVD 88
 KA1029
 KA1029  VERT ORDER  -  SECOND    CLASS 0
 KA1029
 KA1029.The horizontal coordinates were scaled from a topographic map and have
 KA1029.an estimated accuracy of +/- 6 seconds.
 KA1029
 KA1029.The orthometric height was determined by differential leveling
 KA1029.and adjusted by the National Geodetic Survey in June 1991..
 KA1029
 KA1029.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1029.See file dsdata.txt to determine how the superseded data were derived.
 KA1029
 KA1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ770989(NAD 83)
 KA1029_MARKER: DB = BENCH MARK DISK
 KA1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1029_STAMPING: M 85 1946
 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 = OCTOBER  6, 2006
 LB0755 ***********************************************************************
 LB0755  DESIGNATION -  M 87
 LB0755  PID         -  LB0755
 LB0755  STATE/COUNTY-  IN/MONTGOMERY
 LB0755  USGS QUAD   -  COLFAX (1980)
 LB0755
 LB0755                         *CURRENT SURVEY CONTROL
 LB0755  ___________________________________________________________________
 LB0755* NAD 83(1986)-  40 09 25.     (N)    086 43 24.     (W)     SCALED    
 LB0755* NAVD 88     -       248.828  (meters)     816.36   (feet)  ADJUSTED  
 LB0755  ___________________________________________________________________
 LB0755  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 LB0755  DYNAMIC HT  -         248.696 (meters)     815.93  (feet)  COMP
 LB0755  MODELED GRAV-     980,087.9   (mgal)                       NAVD 88
 LB0755
 LB0755  VERT ORDER  -  SECOND    CLASS 0
 LB0755
 LB0755.The horizontal coordinates were scaled from a topographic map and have
 LB0755.an estimated accuracy of +/- 6 seconds.
 LB0755
 LB0755.The orthometric height was determined by differential leveling
 LB0755.and adjusted by the National Geodetic Survey in June 1991..
 LB0755
 LB0755.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0755.See file dsdata.txt to determine how the superseded data were derived.
 LB0755
 LB0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK235452(NAD 83)
 LB0755_MARKER: DB = BENCH MARK DISK
 LB0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0755_STAMPING: M 87 1946
 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 = OCTOBER  6, 2006
 LB0797 ***********************************************************************
 LB0797  DESIGNATION -  M 88
 LB0797  PID         -  LB0797
 LB0797  STATE/COUNTY-  IN/TIPPECANOE
 LB0797  USGS QUAD   -  STOCKWELL (1980)
 LB0797
 LB0797                         *CURRENT SURVEY CONTROL
 LB0797  ___________________________________________________________________
 LB0797* NAD 83(1986)-  40 15 31.     (N)    086 51 40.     (W)     SCALED    
 LB0797* NAVD 88     -       226.542  (meters)     743.25   (feet)  ADJUSTED  
 LB0797  ___________________________________________________________________
 LB0797  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 LB0797  DYNAMIC HT  -         226.426 (meters)     742.87  (feet)  COMP
 LB0797  MODELED GRAV-     980,108.4   (mgal)                       NAVD 88
 LB0797
 LB0797  VERT ORDER  -  SECOND    CLASS 0
 LB0797
 LB0797.The horizontal coordinates were scaled from a topographic map and have
 LB0797.an estimated accuracy of +/- 6 seconds.
 LB0797
 LB0797.The orthometric height was determined by differential leveling
 LB0797.and adjusted by the National Geodetic Survey in June 1991..
 LB0797
 LB0797.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0797.See file dsdata.txt to determine how the superseded data were derived.
 LB0797
 LB0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK118564(NAD 83)
 LB0797_MARKER: DB = BENCH MARK DISK
 LB0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0797_STAMPING: M 88 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1966
 LB0797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0829 ***********************************************************************
 LB0829  DESIGNATION -  M 89
 LB0829  PID         -  LB0829
 LB0829  STATE/COUNTY-  IN/TIPPECANOE
 LB0829  USGS QUAD   -  LINDEN (1986)
 LB0829
 LB0829                         *CURRENT SURVEY CONTROL
 LB0829  ___________________________________________________________________
 LB0829* NAD 83(1986)-  40 14 12.     (N)    086 54 13.     (W)     SCALED    
 LB0829* NAVD 88     -       226.062  (meters)     741.67   (feet)  ADJUSTED  
 LB0829  ___________________________________________________________________
 LB0829  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 LB0829  DYNAMIC HT  -         225.946 (meters)     741.29  (feet)  COMP
 LB0829  MODELED GRAV-     980,107.1   (mgal)                       NAVD 88
 LB0829
 LB0829  VERT ORDER  -  SECOND    CLASS 0
 LB0829
 LB0829.The horizontal coordinates were scaled from a topographic map and have
 LB0829.an estimated accuracy of +/- 6 seconds.
 LB0829
 LB0829.The orthometric height was determined by differential leveling
 LB0829.and adjusted by the National Geodetic Survey in June 1991..
 LB0829
 LB0829.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0829.See file dsdata.txt to determine how the superseded data were derived.
 LB0829
 LB0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK081540(NAD 83)
 LB0829_MARKER: DB = BENCH MARK DISK
 LB0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0829_STAMPING: M 89 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1966
 LB0829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2083 ***********************************************************************
 JZ2083  DESIGNATION -  M 9
 JZ2083  PID         -  JZ2083
 JZ2083  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2083  USGS QUAD   -  COLUMBUS (1993)
 JZ2083
 JZ2083                         *CURRENT SURVEY CONTROL
 JZ2083  ___________________________________________________________________
 JZ2083* NAD 83(1986)-  39 14 15.     (N)    085 53 41.     (W)     SCALED    
 JZ2083* NAVD 88     -       195.999  (meters)     643.04   (feet)  ADJUSTED  
 JZ2083  ___________________________________________________________________
 JZ2083  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JZ2083  DYNAMIC HT  -         195.879 (meters)     642.65  (feet)  COMP
 JZ2083  MODELED GRAV-     980,010.7   (mgal)                       NAVD 88
 JZ2083
 JZ2083  VERT ORDER  -  FIRST     CLASS II
 JZ2083
 JZ2083.The horizontal coordinates were scaled from a topographic map and have
 JZ2083.an estimated accuracy of +/- 6 seconds.
 JZ2083
 JZ2083.The orthometric height was determined by differential leveling
 JZ2083.and adjusted by the National Geodetic Survey in June 1991..
 JZ2083
 JZ2083.The geoid height was determined by GEOID03.
 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     -   442,890.       80,310.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2083.See file dsdata.txt to determine how the superseded data were derived.
 JZ2083
 JZ2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ953437(NAD 83)
 JZ2083_MARKER: DB = BENCH MARK DISK
 JZ2083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2083_STAMPING: M 9 1930 643.437 196.120M
 JZ2083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2083+STABILITY: SURFACE MOTION
 JZ2083
 JZ2083  HISTORY     - Date     Condition        Report By
 JZ2083  HISTORY     - 1930     MONUMENTED       CGS
 JZ2083  HISTORY     - 1947     GOOD             NGS
 JZ2083
 JZ2083                          STATION DESCRIPTION
 JZ2083
 JZ2083'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0843 ***********************************************************************
 KA0843  DESIGNATION -  M 91
 KA0843  PID         -  KA0843
 KA0843  STATE/COUNTY-  IN/VIGO
 KA0843  USGS QUAD   -  ROSEDALE (1983)
 KA0843
 KA0843                         *CURRENT SURVEY CONTROL
 KA0843  ___________________________________________________________________
 KA0843* NAD 83(1986)-  39 35 34.     (N)    087 21 40.     (W)     SCALED    
 KA0843* NAVD 88     -       154.037  (meters)     505.37   (feet)  ADJUSTED  
 KA0843  ___________________________________________________________________
 KA0843  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KA0843  DYNAMIC HT  -         153.949 (meters)     505.08  (feet)  COMP
 KA0843  MODELED GRAV-     980,057.8   (mgal)                       NAVD 88
 KA0843
 KA0843  VERT ORDER  -  SECOND    CLASS 0
 KA0843
 KA0843.The horizontal coordinates were scaled from a topographic map and have
 KA0843.an estimated accuracy of +/- 6 seconds.
 KA0843
 KA0843.The orthometric height was determined by differential leveling
 KA0843.and adjusted by the National Geodetic Survey in June 1991..
 KA0843
 KA0843.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0843.See file dsdata.txt to determine how the superseded data were derived.
 KA0843
 KA0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ689826(NAD 83)
 KA0843_MARKER: DB = BENCH MARK DISK
 KA0843_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0843_SP_SET: BRIDGE
 KA0843_STAMPING: M 91 1938
 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 = OCTOBER  6, 2006
 JZ2108 ***********************************************************************
 JZ2108  DESIGNATION -  M 92
 JZ2108  PID         -  JZ2108
 JZ2108  STATE/COUNTY-  IN/JENNINGS
 JZ2108  USGS QUAD   -  NORTH VERNON (1993)
 JZ2108
 JZ2108                         *CURRENT SURVEY CONTROL
 JZ2108  ___________________________________________________________________
 JZ2108* NAD 83(1986)-  39 00 08.     (N)    085 39 52.     (W)     SCALED    
 JZ2108* NAVD 88     -       218.198  (meters)     715.87   (feet)  ADJUSTED  
 JZ2108  ___________________________________________________________________
 JZ2108  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JZ2108  DYNAMIC HT  -         218.060 (meters)     715.42  (feet)  COMP
 JZ2108  MODELED GRAV-     979,990.5   (mgal)                       NAVD 88
 JZ2108
 JZ2108  VERT ORDER  -  FIRST     CLASS II
 JZ2108
 JZ2108.The horizontal coordinates were scaled from a topographic map and have
 JZ2108.an estimated accuracy of +/- 6 seconds.
 JZ2108
 JZ2108.The orthometric height was determined by differential leveling
 JZ2108.and adjusted by the National Geodetic Survey in June 1991..
 JZ2108
 JZ2108.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ2108
 JZ2108  NGVD 29 (??/??/92)  218.318  (m)          716.26   (f) ADJ UNCH    1 2
 JZ2108
 JZ2108.Superseded values are not recommended for survey control.
 JZ2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2108.See file dsdata.txt to determine how the superseded data were derived.
 JZ2108
 JZ2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ156178(NAD 83)
 JZ2108_MARKER: DB = BENCH MARK DISK
 JZ2108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2108_SP_SET: CULVERT
 JZ2108_STAMPING: M 92 1938
 JZ2108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1877 ***********************************************************************
 JZ1877  DESIGNATION -  M 93 RESET 1957
 JZ1877  PID         -  JZ1877
 JZ1877  STATE/COUNTY-  IN/RIPLEY
 JZ1877  USGS QUAD   -  VERSAILLES (1994)
 JZ1877
 JZ1877                         *CURRENT SURVEY CONTROL
 JZ1877  ___________________________________________________________________
 JZ1877* NAD 83(1986)-  39 06 48.     (N)    085 18 27.     (W)     SCALED    
 JZ1877* NAVD 88     -       299.54   (+/-2cm)     982.7    (feet)  VERTCON   
 JZ1877  ___________________________________________________________________
 JZ1877  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ1877
 JZ1877  VERT ORDER  -  THIRD (See Below)
 JZ1877
 JZ1877.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ1877
 JZ1877.The geoid height was determined by GEOID03.
 JZ1877
 JZ1877;                    North         East    Units  Estimated Accuracy
 JZ1877;SPC IN E     -   429,140.      131,060.      MT  (+/- 180 meters Scaled)
 JZ1877
 JZ1877                          SUPERSEDED SURVEY CONTROL
 JZ1877
 JZ1877  NGVD 29 (04/16/04)  299.68   (m)          983.2    (f) RESET       3  
 JZ1877
 JZ1877.Superseded values are not recommended for survey control.
 JZ1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1877.See file dsdata.txt to determine how the superseded data were derived.
 JZ1877
 JZ1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ463307(NAD 83)
 JZ1877_MARKER: DB = BENCH MARK DISK
 JZ1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1877_STAMPING: M 93 RESET 1957
 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             NGS
 JZ1877
 JZ1877                          STATION DESCRIPTION
 JZ1877
 JZ1877'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1690 ***********************************************************************
 LB1690  DESIGNATION -  M 94
 LB1690  PID         -  LB1690
 LB1690  STATE/COUNTY-  IN/TIPPECANOE
 LB1690  USGS QUAD   -  WINGATE (1962)
 LB1690
 LB1690                         *CURRENT SURVEY CONTROL
 LB1690  ___________________________________________________________________
 LB1690* NAD 83(1997)-  40 13 05.27122(N)    087 04 25.49911(W)     ADJUSTED  
 LB1690* NAVD 88     -       230.206  (meters)     755.27   (feet)  ADJUSTED  
 LB1690  ___________________________________________________________________
 LB1690  X           -     248,986.261 (meters)                     COMP
 LB1690  Y           -  -4,870,894.401 (meters)                     COMP
 LB1690  Z           -   4,096,637.021 (meters)                     COMP
 LB1690  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 LB1690  ELLIP HEIGHT-         196.87  (meters)          (03/12/99) GPS OBS
 LB1690  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LB1690  DYNAMIC HT  -         230.088 (meters)     754.88  (feet)  COMP
 LB1690  MODELED GRAV-     980,109.4   (mgal)                       NAVD 88
 LB1690
 LB1690  HORZ ORDER  -  B
 LB1690  VERT ORDER  -  SECOND    CLASS 0
 LB1690  ELLP ORDER  -  SECOND    CLASS I
 LB1690
 LB1690.The horizontal coordinates were established by GPS observations
 LB1690.and adjusted by the National Geodetic Survey in March 1999..
 LB1690
 LB1690.The orthometric height was determined by differential leveling
 LB1690.and adjusted by the National Geodetic Survey in June 1991..
 LB1690
 LB1690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB1690
 LB1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB1690
 LB1690.The ellipsoidal height was determined by GPS observations
 LB1690.and is referenced to NAD 83.
 LB1690
 LB1690.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 LB1690;SPC IN W     -   551,737.415   900,815.742   MT  0.99996667   +0 00 22.3
 LB1690;SPC IN W     - 1,810,158.50  2,955,426.31   sFT  0.99996667   +0 00 22.3
 LB1690;UTM  16      - 4,451,970.679   493,724.820   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                          SUPERSEDED SURVEY CONTROL
 LB1690
 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 (03/12/99)  230.21   (m)          755.3    (f) LEVELING    3  
 LB1690  NGVD 29 (??/??/92)  230.286  (m)          755.53   (f) ADJ UNCH    2 0
 LB1690
 LB1690.Superseded values are not recommended for survey control.
 LB1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1690.See file dsdata.txt to determine how the superseded data were derived.
 LB1690
 LB1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK9372551971(NAD 83)
 LB1690_MARKER: DB = BENCH MARK DISK
 LB1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1690_SP_SET: 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 = OCTOBER  6, 2006
 JZ0558 ***********************************************************************
 JZ0558  DESIGNATION -  M 94 RESET 1946
 JZ0558  PID         -  JZ0558
 JZ0558  STATE/COUNTY-  IN/DEARBORN
 JZ0558  USGS QUAD   -  AURORA (1981)
 JZ0558
 JZ0558                         *CURRENT SURVEY CONTROL
 JZ0558  ___________________________________________________________________
 JZ0558* NAD 83(1986)-  39 02 47.     (N)    084 59 39.     (W)     SCALED    
 JZ0558* NAVD 88     -       155.26   (+/-2cm)     509.4    (feet)  VERTCON   
 JZ0558  ___________________________________________________________________
 JZ0558  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JZ0558
 JZ0558  VERT ORDER  -  THIRD (See Below)
 JZ0558
 JZ0558.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ0558
 JZ0558.The geoid height was determined by GEOID03.
 JZ0558
 JZ0558;                    North         East    Units  Estimated Accuracy
 JZ0558;SPC IN E     -   421,860.      158,220.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0558.See file dsdata.txt to determine how the superseded data were derived.
 JZ0558
 JZ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ735238(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB1647 ***********************************************************************
 LB1647  DESIGNATION -  M 95
 LB1647  PID         -  LB1647
 LB1647  STATE/COUNTY-  IN/FOUNTAIN
 LB1647  USGS QUAD   -  ATTICA (1962)
 LB1647
 LB1647                         *CURRENT SURVEY CONTROL
 LB1647  ___________________________________________________________________
 LB1647* NAD 83(1986)-  40 20 19.     (N)    087 07 34.     (W)     SCALED    
 LB1647* NAVD 88     -       161.412  (meters)     529.57   (feet)  ADJUSTED  
 LB1647  ___________________________________________________________________
 LB1647  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 LB1647  DYNAMIC HT  -         161.333 (meters)     529.31  (feet)  COMP
 LB1647  MODELED GRAV-     980,129.0   (mgal)                       NAVD 88
 LB1647
 LB1647  VERT ORDER  -  SECOND    CLASS 0
 LB1647
 LB1647.The horizontal coordinates were scaled from a topographic map and have
 LB1647.an estimated accuracy of +/- 6 seconds.
 LB1647
 LB1647.The orthometric height was determined by differential leveling
 LB1647.and adjusted by the National Geodetic Survey in June 1991..
 LB1647
 LB1647.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1647.See file dsdata.txt to determine how the superseded data were derived.
 LB1647
 LB1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK892653(NAD 83)
 LB1647_MARKER: DB = BENCH MARK DISK
 LB1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1647_STAMPING: M 95 1946
 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 = OCTOBER  6, 2006
 LB1699 ***********************************************************************
 LB1699  DESIGNATION -  M 96
 LB1699  PID         -  LB1699
 LB1699  STATE/COUNTY-  IN/MONTGOMERY
 LB1699  USGS QUAD   -  WINGATE (1962)
 LB1699
 LB1699                         *CURRENT SURVEY CONTROL
 LB1699  ___________________________________________________________________
 LB1699* NAD 83(1986)-  40 11 04.     (N)    087 05 25.     (W)     SCALED    
 LB1699* NAVD 88     -       228.669  (meters)     750.22   (feet)  ADJUSTED  
 LB1699  ___________________________________________________________________
 LB1699  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 LB1699  DYNAMIC HT  -         228.551 (meters)     749.84  (feet)  COMP
 LB1699  MODELED GRAV-     980,103.6   (mgal)                       NAVD 88
 LB1699
 LB1699  VERT ORDER  -  SECOND    CLASS 0
 LB1699
 LB1699.The horizontal coordinates were scaled from a topographic map and have
 LB1699.an estimated accuracy of +/- 6 seconds.
 LB1699
 LB1699.The orthometric height was determined by differential leveling
 LB1699.and adjusted by the National Geodetic Survey in June 1991..
 LB1699
 LB1699.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1699.See file dsdata.txt to determine how the superseded data were derived.
 LB1699
 LB1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK923482(NAD 83)
 LB1699_MARKER: DB = BENCH MARK DISK
 LB1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1699_STAMPING: M 96 1946
 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 = OCTOBER  6, 2006
 LB1637 ***********************************************************************
 LB1637  DESIGNATION -  M 97
 LB1637  PID         -  LB1637
 LB1637  STATE/COUNTY-  IN/MONTGOMERY
 LB1637  USGS QUAD   -  WAYNETOWN (1980)
 LB1637
 LB1637                         *CURRENT SURVEY CONTROL
 LB1637  ___________________________________________________________________
 LB1637* NAD 83(1986)-  40 05 48.     (N)    087 04 27.     (W)     SCALED    
 LB1637* NAVD 88     -       236.264  (meters)     775.14   (feet)  ADJUSTED  
 LB1637  ___________________________________________________________________
 LB1637  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 LB1637  DYNAMIC HT  -         236.139 (meters)     774.73  (feet)  COMP
 LB1637  MODELED GRAV-     980,089.6   (mgal)                       NAVD 88
 LB1637
 LB1637  VERT ORDER  -  SECOND    CLASS 0
 LB1637
 LB1637.The horizontal coordinates were scaled from a topographic map and have
 LB1637.an estimated accuracy of +/- 6 seconds.
 LB1637
 LB1637.The orthometric height was determined by differential leveling
 LB1637.and adjusted by the National Geodetic Survey in June 1991..
 LB1637
 LB1637.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1637.See file dsdata.txt to determine how the superseded data were derived.
 LB1637
 LB1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK936384(NAD 83)
 LB1637_MARKER: DB = BENCH MARK DISK
 LB1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1637_STAMPING: M 97 1946
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1958
 LB1637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1520 ***********************************************************************
 LB1520  DESIGNATION -  M 98
 LB1520  PID         -  LB1520
 LB1520  STATE/COUNTY-  IN/WARREN
 LB1520  USGS QUAD   -  ATTICA (1962)
 LB1520
 LB1520                         *CURRENT SURVEY CONTROL
 LB1520  ___________________________________________________________________
 LB1520* NAD 83(1986)-  40 21 57.     (N)    087 14 32.     (W)     SCALED    
 LB1520* NAVD 88     -       201.680  (meters)     661.68   (feet)  ADJUSTED  
 LB1520  ___________________________________________________________________
 LB1520  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LB1520  DYNAMIC HT  -         201.579 (meters)     661.35  (feet)  COMP
 LB1520  MODELED GRAV-     980,118.7   (mgal)                       NAVD 88
 LB1520
 LB1520  VERT ORDER  -  SECOND    CLASS 0
 LB1520
 LB1520.The horizontal coordinates were scaled from a topographic map and have
 LB1520.an estimated accuracy of +/- 6 seconds.
 LB1520
 LB1520.The orthometric height was determined by differential leveling
 LB1520.and adjusted by the National Geodetic Survey in June 1991..
 LB1520
 LB1520.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1520.See file dsdata.txt to determine how the superseded data were derived.
 LB1520
 LB1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK794683(NAD 83)
 LB1520_MARKER: DB = BENCH MARK DISK
 LB1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1520_STAMPING: M 98 1946
 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 = OCTOBER  6, 2006
 LB1567 ***********************************************************************
 LB1567  DESIGNATION -  M 99
 LB1567  PID         -  LB1567
 LB1567  STATE/COUNTY-  IN/WARREN
 LB1567  USGS QUAD   -  WEST LEBANON (1980)
 LB1567
 LB1567                         *CURRENT SURVEY CONTROL
 LB1567  ___________________________________________________________________
 LB1567* NAD 83(1986)-  40 18 17.     (N)    087 23 12.     (W)     SCALED    
 LB1567* NAVD 88     -       212.426  (meters)     696.93   (feet)  ADJUSTED  
 LB1567  ___________________________________________________________________
 LB1567  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 LB1567  DYNAMIC HT  -         212.319 (meters)     696.58  (feet)  COMP
 LB1567  MODELED GRAV-     980,117.4   (mgal)                       NAVD 88
 LB1567
 LB1567  VERT ORDER  -  SECOND    CLASS 0
 LB1567
 LB1567.The horizontal coordinates were scaled from a topographic map and have
 LB1567.an estimated accuracy of +/- 6 seconds.
 LB1567
 LB1567.The orthometric height was determined by differential leveling
 LB1567.and adjusted by the National Geodetic Survey in June 1991..
 LB1567
 LB1567.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1567.See file dsdata.txt to determine how the superseded data were derived.
 LB1567
 LB1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK671616(NAD 83)
 LB1567_MARKER: DB = BENCH MARK DISK
 LB1567_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1567_SP_SET: CULVERT
 LB1567_STAMPING: M 99 1946
 LB1567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 MD1965 ***********************************************************************
 MD1965  DESIGNATION -  M RESET
 MD1965  PID         -  MD1965
 MD1965  STATE/COUNTY-  IN/WHITLEY
 MD1965  USGS QUAD   -  COLUMBIA CITY (1981)
 MD1965
 MD1965                         *CURRENT SURVEY CONTROL
 MD1965  ___________________________________________________________________
 MD1965* NAD 83(1986)-  41 09 23.     (N)    085 29 21.     (W)     SCALED    
 MD1965* NAVD 88     -       262.442  (meters)     861.03   (feet)  ADJUSTED  
 MD1965  ___________________________________________________________________
 MD1965  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MD1965  DYNAMIC HT  -         262.341 (meters)     860.70  (feet)  COMP
 MD1965  MODELED GRAV-     980,230.3   (mgal)                       NAVD 88
 MD1965
 MD1965  VERT ORDER  -  FIRST     CLASS II
 MD1965
 MD1965.The horizontal coordinates were scaled from a topographic map and have
 MD1965.an estimated accuracy of +/- 6 seconds.
 MD1965
 MD1965.The orthometric height was determined by differential leveling
 MD1965.and adjusted by the National Geodetic Survey in April 1995..
 MD1965
 MD1965.The geoid height was determined by GEOID03.
 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     -   655,940.      114,900.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1965.See file dsdata.txt to determine how the superseded data were derived.
 MD1965
 MD1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL267572(NAD 83)
 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 = OCTOBER  6, 2006
 LB2350 ***********************************************************************
 LB2350  DESIGNATION -  MACY
 LB2350  PID         -  LB2350
 LB2350  STATE/COUNTY-  IN/MIAMI
 LB2350  USGS QUAD   -  DEEDSVILLE (1992)
 LB2350
 LB2350                         *CURRENT SURVEY CONTROL
 LB2350  ___________________________________________________________________
 LB2350* NAD 83(1997)-  40 58 59.36947(N)    086 06 26.50389(W)     ADJUSTED  
 LB2350* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 LB2350  ___________________________________________________________________
 LB2350  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 LB2350  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 LB2350
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2350
 LB2350.The geoid height was determined by GEOID03.
 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     -   0.99996470  x   0.99998359  =   0.99994829
 LB2350!UTM  16      -   0.99996470  x   0.99966940  =   0.99963411
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2350.See file dsdata.txt to determine how the superseded data were derived.
 LB2350
 LB2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7509237271(NAD 83)
 LB2350_MARKER: DS = TRIANGULATION STATION DISK
 LB2350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2562 ***********************************************************************
 HZ2562  DESIGNATION -  MADISOM AZ MK
 HZ2562  PID         -  HZ2562
 HZ2562  STATE/COUNTY-  IN/JEFFERSON
 HZ2562  USGS QUAD   -  CLIFTY FALLS (1992)
 HZ2562
 HZ2562                         *CURRENT SURVEY CONTROL
 HZ2562  ___________________________________________________________________
 HZ2562* NAD 83(1997)-  38 45 22.78880(N)    085 28 00.79498(W)     ADJUSTED  
 HZ2562* NAVD 88     -       245.4    (meters)     805.     (feet)  VERTCON   
 HZ2562  ___________________________________________________________________
 HZ2562  X           -     393,632.644 (meters)                     COMP
 HZ2562  Y           -  -4,964,891.291 (meters)                     COMP
 HZ2562  Z           -   3,971,391.143 (meters)                     COMP
 HZ2562  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 HZ2562  ELLIP HEIGHT-         211.63  (meters)          (05/25/99) GPS OBS
 HZ2562  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ2562
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2562
 HZ2562.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2562
 HZ2562.The ellipsoidal height was determined by GPS observations
 HZ2562.and is referenced to NAD 83.
 HZ2562
 HZ2562.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          806.     (f) GPS OBS        
 HZ2562
 HZ2562.Superseded values are not recommended for survey control.
 HZ2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2562.See file dsdata.txt to determine how the superseded data were derived.
 HZ2562
 HZ2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3321390853(NAD 83)
 HZ2562_MARKER: DZ = AZIMUTH MARK DISK
 HZ2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2562_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 LB2419 ***********************************************************************
 LB2419  DESIGNATION -  MADISON
 LB2419  PID         -  LB2419
 LB2419  STATE/COUNTY-  IN/CASS
 LB2419  USGS QUAD   -  LOGANSPORT (1987)
 LB2419
 LB2419                         *CURRENT SURVEY CONTROL
 LB2419  ___________________________________________________________________
 LB2419* NAD 83(1997)-  40 47 43.81059(N)    086 21 20.88500(W)     ADJUSTED  
 LB2419* NAVD 88     -       217.63   (+/-2cm)     714.0    (feet)  VERTCON   
 LB2419  ___________________________________________________________________
 LB2419  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 LB2419  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 LB2419
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2419
 LB2419.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2419
 LB2419.The geoid height was determined by GEOID03.
 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     -   0.99997120  x   1.00000828  =   0.99997948
 LB2419!SPC IN W     -   0.99997120  x   1.00001305  =   0.99998425
 LB2419!UTM  16      -   0.99997120  x   0.99963635  =   0.99960756
 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  NGVD 29 (07/19/86)  217.74   (m)          714.4    (f) LEVELING    3  
 LB2419
 LB2419.Superseded values are not recommended for survey control.
 LB2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2419.See file dsdata.txt to determine how the superseded data were derived.
 LB2419
 LB2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5434516256(NAD 83)
 LB2419_MARKER: DS = TRIANGULATION STATION DISK
 LB2419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2419
 LB2419  HISTORY     - Date     Condition        Report By
 LB2419  HISTORY     - 1920     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ2559 ***********************************************************************
 HZ2559  DESIGNATION -  MADISON
 HZ2559  PID         -  HZ2559
 HZ2559  STATE/COUNTY-  IN/JEFFERSON
 HZ2559  USGS QUAD   -  CLIFTY FALLS (1992)
 HZ2559
 HZ2559                         *CURRENT SURVEY CONTROL
 HZ2559  ___________________________________________________________________
 HZ2559* NAD 83(1997)-  38 45 38.17304(N)    085 27 46.84206(W)     ADJUSTED  
 HZ2559* NAVD 88     -       247.03   (meters)     810.5    (feet)  N HEIGHT  
 HZ2559  ___________________________________________________________________
 HZ2559  X           -     393,945.104 (meters)                     COMP
 HZ2559  Y           -  -4,964,569.859 (meters)                     COMP
 HZ2559  Z           -   3,971,762.110 (meters)                     COMP
 HZ2559  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 HZ2559  ELLIP HEIGHT-         213.27  (meters)          (05/25/99) GPS OBS
 HZ2559  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ2559  DYNAMIC HT  -         246.87  (meters)     809.9   (feet)  COMP
 HZ2559  MODELED GRAV-     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.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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2559
 HZ2559.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2559
 HZ2559.The ellipsoidal height was determined by GPS observations
 HZ2559.and is referenced to NAD 83.
 HZ2559
 HZ2559.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2559.See file dsdata.txt to determine how the superseded data were derived.
 HZ2559
 HZ2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3354191333(NAD 83)
 HZ2559_MARKER: DH = HORIZONTAL CONTROL DISK
 HZ2559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2559_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 HZ2044 ***********************************************************************
 HZ2044  DESIGNATION -  MADISON CRAGMONT ST HOSP SPIPE
 HZ2044  PID         -  HZ2044
 HZ2044  STATE/COUNTY-  IN/JEFFERSON
 HZ2044  USGS QUAD   -  MADISON WEST (1993)
 HZ2044
 HZ2044                         *CURRENT SURVEY CONTROL
 HZ2044  ___________________________________________________________________
 HZ2044* NAD 83(1997)-  38 44 53.26178(N)    085 24 15.05898(W)     ADJUSTED  
 HZ2044* NAVD 88     -                                                        
 HZ2044  ___________________________________________________________________
 HZ2044  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 HZ2044  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ2044
 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
 HZ2044.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2044
 HZ2044.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2044
 HZ2044  NAD 83(1995)-  38 44 53.26169(N)    085 24 15.05740(W) AD(       ) 4
 HZ2044  NAD 83(1993)-  38 44 53.26189(N)    085 24 15.05790(W) AD(       ) 4
 HZ2044  NAD 83(1986)-  38 44 53.26321(N)    085 24 15.06430(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2044.See file dsdata.txt to determine how the superseded data were derived.
 HZ2044
 HZ2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3867790036(NAD 83)
 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 = OCTOBER  6, 2006
 HZ2051 ***********************************************************************
 HZ2051  DESIGNATION -  MADISON CRAGMONT ST HOSP STK
 HZ2051  PID         -  HZ2051
 HZ2051  STATE/COUNTY-  IN/JEFFERSON
 HZ2051  USGS QUAD   -  MADISON WEST (1993)
 HZ2051
 HZ2051                         *CURRENT SURVEY CONTROL
 HZ2051  ___________________________________________________________________
 HZ2051* NAD 83(1997)-  38 44 53.03845(N)    085 24 06.99517(W)     ADJUSTED  
 HZ2051* NAVD 88     -                                                        
 HZ2051  ___________________________________________________________________
 HZ2051  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 HZ2051  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ2051
 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
 HZ2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2051
 HZ2051.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2051
 HZ2051  NAD 83(1995)-  38 44 53.03836(N)    085 24 06.99361(W) AD(       ) 4
 HZ2051  NAD 83(1993)-  38 44 53.03857(N)    085 24 06.99410(W) AD(       ) 4
 HZ2051  NAD 83(1986)-  38 44 53.03982(N)    085 24 07.00058(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2051.See file dsdata.txt to determine how the superseded data were derived.
 HZ2051
 HZ2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3887290032(NAD 83)
 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 = OCTOBER  6, 2006
 HZ2057 ***********************************************************************
 HZ2057  DESIGNATION -  MADISON JEFFERSON CO CTHSE
 HZ2057  PID         -  HZ2057
 HZ2057  STATE/COUNTY-  IN/JEFFERSON
 HZ2057  USGS QUAD   -  MADISON WEST (1993)
 HZ2057
 HZ2057                         *CURRENT SURVEY CONTROL
 HZ2057  ___________________________________________________________________
 HZ2057* NAD 83(1997)-  38 44 09.44122(N)    085 22 36.31536(W)     ADJUSTED  
 HZ2057* NAVD 88     -                                                        
 HZ2057  ___________________________________________________________________
 HZ2057  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 HZ2057  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ2057
 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
 HZ2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2057
 HZ2057.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2057
 HZ2057  NAD 83(1995)-  38 44 09.44090(N)    085 22 36.31538(W) AD(       ) 4
 HZ2057  NAD 83(1993)-  38 44 09.44110(N)    085 22 36.31612(W) AD(       ) 4
 HZ2057  NAD 83(1986)-  38 44 09.44244(N)    085 22 36.32235(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2057.See file dsdata.txt to determine how the superseded data were derived.
 HZ2057
 HZ2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4108588727(NAD 83)
 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 = OCTOBER  6, 2006
 HZ2052 ***********************************************************************
 HZ2052  DESIGNATION -  MADISON LIGHT AND POWER STK
 HZ2052  PID         -  HZ2052
 HZ2052  STATE/COUNTY-  IN/JEFFERSON
 HZ2052  USGS QUAD   -  MADISON WEST (1993)
 HZ2052
 HZ2052                         *CURRENT SURVEY CONTROL
 HZ2052  ___________________________________________________________________
 HZ2052* NAD 83(1997)-  38 44 14.35184(N)    085 23 18.33662(W)     ADJUSTED  
 HZ2052* NAVD 88     -                                                        
 HZ2052  ___________________________________________________________________
 HZ2052  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 HZ2052  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ2052
 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
 HZ2052.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2052
 HZ2052.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2052
 HZ2052  NAD 83(1995)-  38 44 14.35151(N)    085 23 18.33635(W) AD(       ) 4
 HZ2052  NAD 83(1993)-  38 44 14.35167(N)    085 23 18.33705(W) AD(       ) 4
 HZ2052  NAD 83(1986)-  38 44 14.35305(N)    085 23 18.34325(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2052.See file dsdata.txt to determine how the superseded data were derived.
 HZ2052
 HZ2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4006888860(NAD 83)
 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 = OCTOBER  6, 2006
 HZ2055 ***********************************************************************
 HZ2055  DESIGNATION -  MADISON PEARL PACKING CO STK
 HZ2055  PID         -  HZ2055
 HZ2055  STATE/COUNTY-  IN/JEFFERSON
 HZ2055  USGS QUAD   -  MADISON WEST (1993)
 HZ2055
 HZ2055                         *CURRENT SURVEY CONTROL
 HZ2055  ___________________________________________________________________
 HZ2055* NAD 83(1997)-  38 44 25.34143(N)    085 22 48.36034(W)     ADJUSTED  
 HZ2055* NAVD 88     -                                                        
 HZ2055  ___________________________________________________________________
 HZ2055  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 HZ2055  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 HZ2055
 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
 HZ2055.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2055
 HZ2055.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2055
 HZ2055  NAD 83(1995)-  38 44 25.34101(N)    085 22 48.36027(W) AD(       ) 4
 HZ2055  NAD 83(1993)-  38 44 25.34117(N)    085 22 48.36100(W) AD(       ) 4
 HZ2055  NAD 83(1986)-  38 44 25.34256(N)    085 22 48.36722(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2055.See file dsdata.txt to determine how the superseded data were derived.
 HZ2055
 HZ2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4078589212(NAD 83)
 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 = OCTOBER  6, 2006
 HZ2021 ***********************************************************************
 HZ2021  DESIGNATION -  MADISON ST MARYS CATH CH SPIRE
 HZ2021  PID         -  HZ2021
 HZ2021  STATE/COUNTY-  IN/JEFFERSON
 HZ2021  USGS QUAD   -  MADISON EAST (1994)
 HZ2021
 HZ2021                         *CURRENT SURVEY CONTROL
 HZ2021  ___________________________________________________________________
 HZ2021* NAD 83(1997)-  38 44 06.83426(N)    085 22 29.62222(W)     ADJUSTED  
 HZ2021* NAVD 88     -                                                        
 HZ2021  ___________________________________________________________________
 HZ2021  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 HZ2021  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ2021
 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
 HZ2021.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2021
 HZ2021.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2021
 HZ2021  NAD 83(1995)-  38 44 06.83393(N)    085 22 29.62229(W) AD(       ) 4
 HZ2021  NAD 83(1993)-  38 44 06.83412(N)    085 22 29.62303(W) AD(       ) 4
 HZ2021  NAD 83(1986)-  38 44 06.83549(N)    085 22 29.62927(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2021.See file dsdata.txt to determine how the superseded data were derived.
 HZ2021
 HZ2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4124888649(NAD 83)
 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 = OCTOBER  6, 2006
 HZ2022 ***********************************************************************
 HZ2022  DESIGNATION -  MADISON ST MICHAELS CATH CH
 HZ2022  PID         -  HZ2022
 HZ2022  STATE/COUNTY-  IN/JEFFERSON
 HZ2022  USGS QUAD   -  MADISON EAST (1994)
 HZ2022
 HZ2022                         *CURRENT SURVEY CONTROL
 HZ2022  ___________________________________________________________________
 HZ2022* NAD 83(1997)-  38 44 14.67407(N)    085 22 23.83646(W)     ADJUSTED  
 HZ2022* NAVD 88     -                                                        
 HZ2022  ___________________________________________________________________
 HZ2022  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 HZ2022  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 HZ2022
 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
 HZ2022.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2022
 HZ2022.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2022
 HZ2022  NAD 83(1995)-  38 44 14.67371(N)    085 22 23.83656(W) AD(       ) 4
 HZ2022  NAD 83(1993)-  38 44 14.67388(N)    085 22 23.83731(W) AD(       ) 4
 HZ2022  NAD 83(1986)-  38 44 14.67527(N)    085 22 23.84354(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2022.See file dsdata.txt to determine how the superseded data were derived.
 HZ2022
 HZ2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4138388893(NAD 83)
 HZ2022_MARKER: 90 = CHURCH SPIRE
 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 = OCTOBER  6, 2006
 HZ2054 ***********************************************************************
 HZ2054  DESIGNATION -  MADISON TRINITY ME CH SPIRE
 HZ2054  PID         -  HZ2054
 HZ2054  STATE/COUNTY-  IN/JEFFERSON
 HZ2054  USGS QUAD   -  MADISON WEST (1993)
 HZ2054
 HZ2054                         *CURRENT SURVEY CONTROL
 HZ2054  ___________________________________________________________________
 HZ2054* NAD 83(1997)-  38 44 14.36616(N)    085 22 59.84579(W)     ADJUSTED  
 HZ2054* NAVD 88     -                                                        
 HZ2054  ___________________________________________________________________
 HZ2054  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 HZ2054  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ2054
 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
 HZ2054.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2054
 HZ2054.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2054
 HZ2054  NAD 83(1995)-  38 44 14.36580(N)    085 22 59.84563(W) AD(       ) 4
 HZ2054  NAD 83(1993)-  38 44 14.36597(N)    085 22 59.84636(W) AD(       ) 4
 HZ2054  NAD 83(1986)-  38 44 14.36735(N)    085 22 59.85256(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2054.See file dsdata.txt to determine how the superseded data were derived.
 HZ2054
 HZ2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4051488868(NAD 83)
 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 = OCTOBER  6, 2006
 AE8505 ***********************************************************************
 AE8505  CBN         -  This is a Cooperative Base Network Control Station.
 AE8505  DESIGNATION -  MADP
 AE8505  PID         -  AE8505
 AE8505  STATE/COUNTY-  IN/JEFFERSON
 AE8505  USGS QUAD   -  CLIFTY FALLS (1992)
 AE8505
 AE8505                         *CURRENT SURVEY CONTROL
 AE8505  ___________________________________________________________________
 AE8505* NAD 83(1997)-  38 45 36.74728(N)    085 27 47.14430(W)     ADJUSTED  
 AE8505* NAVD 88     -       246.6    (meters)     809.     (feet)  GPS OBS   
 AE8505  ___________________________________________________________________
 AE8505  X           -     393,939.974 (meters)                     COMP
 AE8505  Y           -  -4,964,597.456 (meters)                     COMP
 AE8505  Z           -   3,971,727.488 (meters)                     COMP
 AE8505  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 AE8505  ELLIP HEIGHT-         212.73  (meters)          (04/10/98) GPS OBS
 AE8505  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 AE8505
 AE8505  HORZ ORDER  -  B
 AE8505  ELLP ORDER  -  FOURTH    CLASS I
 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 April 1998..
 AE8505
 AE8505.The orthometric height was determined by GPS observations and a
 AE8505.high-resolution geoid model.
 AE8505
 AE8505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8505
 AE8505.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8505
 AE8505.The ellipsoidal height was determined by GPS observations
 AE8505.and is referenced to NAD 83.
 AE8505
 AE8505.The geoid height was determined by GEOID03.
 AE8505
 AE8505;                    North         East     Units Scale Factor Converg.
 AE8505;SPC IN E     -   389,896.735   117,693.412   MT  0.99997052   +0 07 38.8
 AE8505;SPC IN E     - 1,279,186.20    386,132.47   sFT  0.99997052   +0 07 38.8
 AE8505;UTM  16      - 4,291,288.518   633,534.773   MT  0.99981958   +0 57 44.4
 AE8505
 AE8505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8505!SPC IN E     -   0.99996662  x   0.99997052  =   0.99993714
 AE8505!UTM  16      -   0.99996662  x   0.99981958  =   0.99978621
 AE8505
 AE8505                          SUPERSEDED SURVEY CONTROL
 AE8505
 AE8505.No superseded survey control is available for this station.
 AE8505
 AE8505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3353591289(NAD 83)
 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 - 1997
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2557 ***********************************************************************
 LB2557  DESIGNATION -  MAGEE
 LB2557  PID         -  LB2557
 LB2557  STATE/COUNTY-  IN/TIPPECANOE
 LB2557  USGS QUAD   -  MULBERRY (1980)
 LB2557
 LB2557                         *CURRENT SURVEY CONTROL
 LB2557  ___________________________________________________________________
 LB2557* NAD 83(1997)-  40 21 12.51094(N)    086 41 58.45569(W)     ADJUSTED  
 LB2557* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 LB2557  ___________________________________________________________________
 LB2557  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 LB2557  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 LB2557
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2557
 LB2557.The geoid height was determined by GEOID03.
 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     -   0.99996924  x   0.99997974  =   0.99994898
 LB2557!UTM  16      -   0.99996924  x   0.99960801  =   0.99957727
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2557.See file dsdata.txt to determine how the superseded data were derived.
 LB2557
 LB2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2551267034(NAD 83)
 LB2557_MARKER: DS = TRIANGULATION STATION DISK
 LB2557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2557_STAMPING: MAGEE 1948
 LB2557_PROJECTION: FLUSH
 LB2557_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JA1771 ***********************************************************************
 JA1771  DESIGNATION -  MAGNET
 JA1771  PID         -  JA1771
 JA1771  STATE/COUNTY-  IN/PERRY
 JA1771  USGS QUAD   -  ALTON (1993)
 JA1771
 JA1771                         *CURRENT SURVEY CONTROL
 JA1771  ___________________________________________________________________
 JA1771* NAD 83(1997)-  38 04 35.02315(N)    086 27 06.96001(W)     ADJUSTED  
 JA1771* NAVD 88     -       193.     (meters)     633.     (feet)  SCALED    
 JA1771  ___________________________________________________________________
 JA1771  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 JA1771  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JA1771
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1771
 JA1771.The geoid height was determined by GEOID03.
 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 IN E     -   314,264.597    31,101.483   MT  1.00002511   -0 29 03.5
 JA1771;SPC IN E     - 1,031,049.77    102,038.78   sFT  1.00002511   -0 29 03.5
 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 IN E     -   0.99997489  x   1.00002511  =   1.00000000
 JA1771!SPC KY1Z     -   0.99997489  x   0.99991101  =   0.99988590
 JA1771!SPC KY S     -   0.99997489  x   1.00002924  =   1.00000413
 JA1771!UTM  16      -   0.99997489  x   0.99962846  =   0.99960336
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1771.See file dsdata.txt to determine how the superseded data were derived.
 JA1771
 JA1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4806914433(NAD 83)
 JA1771_MARKER: DS = TRIANGULATION STATION DISK
 JA1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME1174 ***********************************************************************
 ME1174  DESIGNATION -  MAIN
 ME1174  PID         -  ME1174
 ME1174  STATE/COUNTY-  IN/LAKE
 ME1174  USGS QUAD   -  LEROY (1992)
 ME1174
 ME1174                         *CURRENT SURVEY CONTROL
 ME1174  ___________________________________________________________________
 ME1174* NAD 83(1997)-  41 21 43.60920(N)    087 21 23.86014(W)     ADJUSTED  
 ME1174* NAVD 88     -       231.96   (meters)     761.0    (feet)  RESET     
 ME1174  ___________________________________________________________________
 ME1174  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 ME1174  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME1174
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME1174
 ME1174.The geoid height was determined by GEOID03.
 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     -  CROWN POINT RADIO KSA 228 MAST           002 52 04.5
 ME1174:UTM  16      -  CROWN POINT RADIO KSA 228 MAST           002 55 22.7
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1174.See file dsdata.txt to determine how the superseded data were derived.
 ME1174
 ME1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7017279018(NAD 83)
 ME1174_MARKER: DS = TRIANGULATION STATION DISK
 ME1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1174_STAMPING: MAIN 1952
 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             NGS
 ME1174  HISTORY     - 20050510 GOOD             INDIV
 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
 ME1174'SCHOOL.  IT IS 25 FEET NORTH OF THE CENTER OF A PAVED ROAD AND 17
 ME1174'FEET NORTHEAST OF A WHITE WITNESS POST.
 ME1174'THE 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
 ME1174'THE DISK IS STAMPED MAIN NO 1 1952.
 ME1174'
 ME1174'REFERENCE MARK NO. 2 IS 21 FEET NORTH OF THE CENTER OF THE PAVED
 ME1174'ROAD.  THE MARK IS FLUSH AND
 ME1174'THE DISK IS STAMPED MAIN NO 2 1952.
 ME1174'
 ME1174'AZIMUTH MARK IS 50 FEET WEST OF THE CENTER OF STATE HIGHWAY 55, 3
 ME1174'FEET NORTH OF A WHITE
 ME1174'WITNESS POST AND 2 FEET SOUTH OF A TELEPHONE POLE.  THE MARK PROJECTS
 ME1174'4 INCHES AND THE DISK IS STAMPED
 ME1174'MAIN 1952.
 ME1174'
 ME1174'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 ME1174'SQUARE IN CROWN POINT,
 ME1174'GO EAST ON STATE HIGHWAYS NOS. 55 AND 8 FOR 0.5 MILE TO WHERE STATE
 ME1174'HIGHWAY 55 TURNS RIGHT, TURN
 ME1174'RIGHT ON STATE HIGHWAY 55 AND GO SOUTH FOR 3.2 MILES TO
 ME1174'THE AZIMUTH MARK ON THE RIGHT, CONTINUE FOR 0.4
 ME1174'MILE TO A PAVED SIDE ROAD RIGHT AND
 ME1174'THE SCHOOL BUILDING ON THE RIGHT, TURN RIGHT AND GO 0.1 MILE TO
 ME1174'THE STATION ON THE RIGHT AS
 ME1174'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
 ME1174'BEEN TORN DOWN AND
 ME1174'REFERENCE MARK 1 WAS FOUND IN A CULTIVATED FIELD
 ME1174'AND WAS DESTROYED AT THE REQUEST OF
 ME1174'FARMER.  THE DISTANCE AND DIRECTION TO
 ME1174'THE REFERENCE MARKS CHECKED.  BENCH MARK S 136 RESET
 ME1174'1969 WAS TIED TO
 ME1174'THE STATION AND USED AS A REFERENCE MARK.  IT WAS TOO HAZY AT THIS
 ME1174'TIME TO SEE ANY
 ME1174'OTHER OBJECTS.  A NEW DESCRIPTION FOLLOWS.
 ME1174'
 ME1174'ABOUT 4 MILES SOUTH OF CROWN POINT, 483 FEET WEST OF THE CENTERLINE
 ME1174'OF STATE HIGHWAY
 ME1174'55, 26 FEET NORTH OF THE CENTERLINE OF 141ST AVE.,
 ME1174'111 FEET NORTHWEST OF A FENCE
 ME1174'CORNER, 45 FEET NORTH OF A FENCE, AT THE
 ME1174'SOUTH EDGE OF A CULTIVATED FIELD AND ON THE
 ME1174'PROPERTY OF MR. HARRY
 ME1174'CLAUSEN JR.  THE MONUMENT IS 2 INCHES UNDERGROUND AND THE DISK
 ME1174'IS STAMPED MAIN 1952.
 ME1174'
 ME1174'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 231, STATE
 ME1174'HIGHWAYS 8 AND 55
 ME1174'AT THE SOUTHEAST EDGE OF CROWN POINT, GO SOUTH ON
 ME1174'HIGHWAY 55 FOR 3.2 MILES TO THE
 ME1174'AZIMUTH ON THE RIGHT.  CONTINUE SOUTH
 ME1174'ON THE HIGHWAY FOR 0.4 MILE TO A PAVED ROAD RIGHT
 ME1174'(141ST AVE.) AND THE
 ME1174'STATION AS DESCRIBED.
 ME1174'
 ME1174'REFERENCE MARK 2 IS 20 FEET NORTH OF THE CENTERLINE OF 141ST AVE.,
 ME1174'43 FEET NORTH OF
 ME1174'THE FENCE CORNER AND 387 FEET WEST OF THE CENTERLINE
 ME1174'OF HIGHWAY 55.  THE MONUMENT IS
 ME1174'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
 ME1174'RESET 1969 SET IN
 ME1174'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4
 ME1174'INCHES, 19 FEET SOUTH OF THE
 ME1174'CENTERLINE OF THE ROAD, 1 FOOT NORTH OF
 ME1174'A FENCE, 102 WEST OF THE FENCE CORNER AND 483
 ME1174'FEET WEST OF THE CENTERLINE OF HIGHWAY 55.
 ME1174'
 ME1174'THE AZIMUTH MARK IS 50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 ME1174'1 FOOT EAST OF A
 ME1174'FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 ME1174'THE MONUMENT PROJECTS 4 INCHES AND
 ME1174'THE DISK IS STAMPED MAIN 1952.
 ME1174'
 ME1174'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 4 MILES
 ME1174'SOUTH OF CROWN POINT.
 ME1174'
 ME1174'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 ME1174
 ME1174                          STATION RECOVERY (1969)
 ME1174
 ME1174'RECOVERY NOTE BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2486 ***********************************************************************
 LB2486  DESIGNATION -  MAIN 1920
 LB2486  PID         -  LB2486
 LB2486  STATE/COUNTY-  IN/HOWARD
 LB2486  USGS QUAD   -  KOKOMO WEST (1992)
 LB2486
 LB2486                         *CURRENT SURVEY CONTROL
 LB2486  ___________________________________________________________________
 LB2486* NAD 83(1997)-  40 28 35.64024(N)    086 07 52.60730(W)     ADJUSTED  
 LB2486* NAVD 88     -       248.01   (+/-2cm)     813.7    (feet)  VERTCON   
 LB2486  ___________________________________________________________________
 LB2486  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 LB2486  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 LB2486
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2486
 LB2486.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2486
 LB2486.The geoid height was determined by GEOID03.
 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     -   0.99996649  x   0.99998576  =   0.99995225
 LB2486!UTM  16      -   0.99996649  x   0.99966674  =   0.99963324
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  248.13   (m)          814.1    (f) LEVELING    3  
 LB2486
 LB2486.Superseded values are not recommended for survey control.
 LB2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2486.See file dsdata.txt to determine how the superseded data were derived.
 LB2486
 LB2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7363681016(NAD 83)
 LB2486_MARKER: DS = TRIANGULATION STATION DISK
 LB2486_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 ME1173 ***********************************************************************
 ME1173  DESIGNATION -  MAIN RM 2
 ME1173  PID         -  ME1173
 ME1173  STATE/COUNTY-  IN/LAKE
 ME1173  USGS QUAD   -  LEROY (1992)
 ME1173
 ME1173                         *CURRENT SURVEY CONTROL
 ME1173  ___________________________________________________________________
 ME1173* NAD 83(1986)-  41 21 43.     (N)    087 21 24.     (W)     SCALED    
 ME1173* NAVD 88     -       231.72   (meters)     760.2    (feet)  RESET     
 ME1173  ___________________________________________________________________
 ME1173  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME1173
 ME1173  VERT ORDER  -  THIRD
 ME1173
 ME1173.The horizontal coordinates were scaled from a topographic map and have
 ME1173.an estimated accuracy of +/- 6 seconds.
 ME1173
 ME1173.The orthometric height was computed from unverified reset data.
 ME1173
 ME1173.The geoid height was determined by GEOID03.
 ME1173
 ME1173;                    North         East    Units  Estimated Accuracy
 ME1173;SPC IN W     -   678,790.      877,130.      MT  (+/- 180 meters Scaled)
 ME1173
 ME1173                          SUPERSEDED SURVEY CONTROL
 ME1173
 ME1173.No superseded survey control is available for this station.
 ME1173
 ME1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL701789(NAD 83)
 ME1173_MARKER: DR = REFERENCE MARK DISK
 ME1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1173_STAMPING: MAIN NO 2 1952
 ME1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1173+STABILITY: SURFACE MOTION
 ME1173
 ME1173  HISTORY     - Date     Condition        Report By
 ME1173  HISTORY     - 1952     MONUMENTED       CGS
 ME1173  HISTORY     - 1969     GOOD             NGS
 ME1173  HISTORY     - 19900629 MARK NOT FOUND   USGS
 ME1173
 ME1173                          STATION DESCRIPTION
 ME1173
 ME1173'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2045 ***********************************************************************
 LA2045  DESIGNATION -  MAJENCIA
 LA2045  PID         -  LA2045
 LA2045  STATE/COUNTY-  IN/HUNTINGTON
 LA2045  USGS QUAD   -  MAJENICA (1994)
 LA2045
 LA2045                         *CURRENT SURVEY CONTROL
 LA2045  ___________________________________________________________________
 LA2045* NAD 83(1997)-  40 48 05.40823(N)    085 27 40.35842(W)     ADJUSTED  
 LA2045* NAVD 88     -       250.     (meters)     820.     (feet)  SCALED    
 LA2045  ___________________________________________________________________
 LA2045  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 LA2045  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 LA2045
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2045
 LA2045.The geoid height was determined by GEOID03.
 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     -   0.99996614  x   0.99997036  =   0.99993650
 LA2045!UTM  16      -   0.99996614  x   0.99980739  =   0.99977354
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2045.See file dsdata.txt to determine how the superseded data were derived.
 LA2045
 LA2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2980417861(NAD 83)
 LA2045_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 LA2045'MILES SOUTHEAST OF
 LA2045'HUNTINGTON.  IT IS 51 FEET WEST OF CENTER OF STATE HIGHWAY 5 AND 14
 LA2045'FEET WEST OF A WHITE WITNESS POST.
 LA2045'THE MARK IS ABOUT 12 INCHES BELOW THE SURFACE OF THE
 LA2045'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
 LA2045'FOOT WEST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 LA2045'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
 LA2045'FOOT WEST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 LA2045'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
 LA2045'NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE MARK
 LA2045'PROJECTS ABOUT 4 INCHES AND
 LA2045'THE DISK IS 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
 LA2045'HUNTINGTON, GO SOUTHEAST ON HIGHWAYS 224 AND 5 FOR 1.7 MILES TO WHERE
 LA2045'HIGHWAY 5 TURNS SOUTH, TURN
 LA2045'RIGHT ON HIGHWAY 5 AND GO SOUTH FOR 4.5 MILES TO THE STATION
 LA2045'MARK ON RIGHT AS DESCRIBED.  CONTINUE SOUTH ON
 LA2045'HIGHWAY FOR 0.3 MILE TO AZIMUTH MARK
 LA2045'ON LEFT AS DESCRIBED.
 LA2045'
 LA2045'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA2000 ***********************************************************************
 KA2000  DESIGNATION -  MAJOR
 KA2000  PID         -  KA2000
 KA2000  STATE/COUNTY-  IN/PUTNAM
 KA2000  USGS QUAD   -  NORTH SALEM (1977)
 KA2000
 KA2000                         *CURRENT SURVEY CONTROL
 KA2000  ___________________________________________________________________
 KA2000* NAD 83(1997)-  39 47 27.78797(N)    086 44 45.44122(W)     ADJUSTED  
 KA2000* NAVD 88     -       281.     (meters)     922.     (feet)  SCALED    
 KA2000  ___________________________________________________________________
 KA2000  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 KA2000  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KA2000
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2000
 KA2000.The geoid height was determined by GEOID03.
 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     -   0.99996112  x   0.99997694  =   0.99993806
 KA2000!UTM  16      -   0.99996112  x   0.99960582  =   0.99956696
 KA2000
 KA2000:                Primary Azimuth Mark                     Grid Az
 KA2000:SPC IN W     -  NORTH SALEM MUNICIPAL TANK               049 15 09.9
 KA2000:UTM  16      -  NORTH SALEM MUNICIPAL TANK               049 18 21.9
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2000.See file dsdata.txt to determine how the superseded data were derived.
 KA2000
 KA2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK2175104597(NAD 83)
 KA2000_MARKER: DS = TRIANGULATION STATION DISK
 KA2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2516 ***********************************************************************
 ME2516  DESIGNATION -  MALDEN
 ME2516  PID         -  ME2516
 ME2516  STATE/COUNTY-  IN/PORTER
 ME2516  USGS QUAD   -  VALPARAISO (1992)
 ME2516
 ME2516                         *CURRENT SURVEY CONTROL
 ME2516  ___________________________________________________________________
 ME2516* NAD 83(1997)-  41 23 31.28844(N)    087 01 36.77692(W)     ADJUSTED  
 ME2516* NAVD 88     -       220.     (meters)     722.     (feet)  SCALED    
 ME2516  ___________________________________________________________________
 ME2516  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 ME2516  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME2516
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2516
 ME2516.The geoid height was determined by GEOID03.
 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  =   0.99957088
 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                                75.368 METERS 16351     |
 ME2516| ME2525 KOUTS MUNICIPAL TANK                APPROX. 8.3 KM 1785159.6 |
 ME2516| ME2522 HEINOLD ELEV CO GRAIN ELEVATOR      APPROX.11.0 KM 2211145.8 |
 ME2516| CM3082 MALDEN AZ MK RESET                                 3555107.1 |
 ME2516| CM3081 MALDEN AZ MK                                       3573545.0 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2516.See file dsdata.txt to determine how the superseded data were derived.
 ME2516
 ME2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9775382277(NAD 83)
 ME2516_MARKER: DS = TRIANGULATION STATION DISK
 ME2516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2516
 ME2516  HISTORY     - Date     Condition        Report By
 ME2516  HISTORY     - 1952     MONUMENTED       CGS
 ME2516  HISTORY     - 1956     GOOD             CGS
 ME2516  HISTORY     - 19891021 GOOD             USPSQD
 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
 ME2516'STATE HIGHWAY 49 ABOUT 1 MILE NORTH OF MALDEN.  IT IS 248 FEET NORTH
 ME2516'OF THE NORTHWEST CORNER OF THE
 ME2516'SCHOOL BUILDING, 58 FEET EAST OF THE CENTER OF THE HIGHWAY
 ME2516'AND 19 FEET SOUTH OF A WHITE WITNESS POST AND
 ME2516'FENCE.  THE MARK IS FLUSH AND THE
 ME2516'DISK IS 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
 ME2516'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
 ME2516'BUILDING, 1 FOOT EAST OF THE NORTHWEST CORNER AND 2.3 FEET ABOVE THE
 ME2516'GROUND.  THE DISK IS A STANDARD
 ME2516'U.S.C. AND G.S. BENCH MARK DISK CEMENTED IN A DRILL HOLE IN THE
 ME2516'BRICK WALL OF THE BUILDING AND STAMPED X
 ME2516'143 1946.
 ME2516'
 ME2516'AZIMUTH MARK IS 29 FEET WEST OF THE CENTER OF STATE HIGHWAY 49, 5
 ME2516'FEET SOUTH OF A POWER POLE AND
 ME2516'3 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4
 ME2516'INCHES AND THE DISK IS STAMPED
 ME2516'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
 ME2516'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
 ME2516'AZIMUTH MARK WHICH WILL BE DESTROYED BY ROAD CONSTRUCTION WORK ON
 ME2516'STATE HIGHWAY 49.  IT WAS
 ME2516'MOVED.  THE ORIGINAL DESCRIPTION IS ADEQUATE.  FOLLOWING IS A
 ME2516'DESCRIPTION OF THE RESET 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
 ME2516'FEET WEST OF THE CENTER OF STATE HIGHWAY 49, 4 FEET SOUTH OF A FENCE
 ME2516'CORNER, 2 FEET SOUTH OF A WITNESS
 ME2516'POST AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS
 ME2516'2 INCHES AND THE DISK IS STAMPED MALDEN 1952 RESET
 ME2516'1956.
 ME2516
 ME2516                          STATION RECOVERY (1989)
 ME2516
 ME2516'RECOVERY NOTE BY US POWER SQUADRON 1989 (WRM)
 ME2516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3329 ***********************************************************************
 JZ3329  DESIGNATION -  MANCHESTER
 JZ3329  PID         -  JZ3329
 JZ3329  STATE/COUNTY-  IN/DEARBORN
 JZ3329  USGS QUAD   -  SUNMAN (1994)
 JZ3329
 JZ3329                         *CURRENT SURVEY CONTROL
 JZ3329  ___________________________________________________________________
 JZ3329* NAD 83(1997)-  39 10 05.84528(N)    085 02 14.08865(W)     ADJUSTED  
 JZ3329* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 JZ3329  ___________________________________________________________________
 JZ3329  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 JZ3329  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ3329
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3329
 JZ3329.The geoid height was determined by GEOID03.
 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;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     -   0.99995736  x   1.00000308  =   0.99996044
 JZ3329!SPC OH S     -   0.99995736  x   0.99994298  =   0.99990034
 JZ3329!UTM  16      -   0.99995736  x   0.99995402  =   0.99991138
 JZ3329
 JZ3329:                Primary Azimuth Mark                     Grid Az
 JZ3329:SPC IN E     -  BEACON 2 R                               032 55 49.1
 JZ3329:SPC OH S     -  BEACON 2 R                               034 56 16.1
 JZ3329:UTM  16      -  BEACON 2 R                               032 05 16.4
 JZ3329
 JZ3329|---------------------------------------------------------------------|
 JZ3329| PID    Reference Object                     Distance      Geod. Az  |
 JZ3329|                                                           dddmmss.s |
 JZ3329| JZ3266 BEACON 2 R                          APPROX.18.2 KM 0331940.3 |
 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                            2824954.5 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3329.See file dsdata.txt to determine how the superseded data were derived.
 JZ3329
 JZ3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ6956237287(NAD 83)
 JZ3329_MARKER: DS = TRIANGULATION STATION DISK
 JZ3329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1739 ***********************************************************************
 JA1739  DESIGNATION -  MANN
 JA1739  PID         -  JA1739
 JA1739  STATE/COUNTY-  IN/HARRISON
 JA1739  USGS QUAD   -  CORYDON EAST (1994)
 JA1739
 JA1739                         *CURRENT SURVEY CONTROL
 JA1739  ___________________________________________________________________
 JA1739* NAD 83(1997)-  38 08 37.20178(N)    086 05 52.66466(W)     ADJUSTED  
 JA1739* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 JA1739  ___________________________________________________________________
 JA1739  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 JA1739  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JA1739
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1739
 JA1739.The geoid height was determined by GEOID03.
 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     -   0.99996833  x   0.99998426  =   0.99995259
 JA1739!UTM  16      -   0.99996833  x   0.99967694  =   0.99964528
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1739.See file dsdata.txt to determine how the superseded data were derived.
 JA1739
 JA1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7904322140(NAD 83)
 JA1739_MARKER: DS = TRIANGULATION STATION DISK
 JA1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA1984 ***********************************************************************
 KA1984  DESIGNATION -  MANNERS
 KA1984  PID         -  KA1984
 KA1984  STATE/COUNTY-  IN/OWEN
 KA1984  USGS QUAD   -  WHITEHALL (1980)
 KA1984
 KA1984                         *CURRENT SURVEY CONTROL
 KA1984  ___________________________________________________________________
 KA1984* NAD 83(1997)-  39 14 55.05842(N)    086 43 27.21879(W)     ADJUSTED  
 KA1984* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 KA1984  ___________________________________________________________________
 KA1984  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 KA1984  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KA1984
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1984
 KA1984.The geoid height was determined by GEOID03.
 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  =   0.99957326
 KA1984
 KA1984:                Primary Azimuth Mark                     Grid Az
 KA1984:SPC IN W     -  MC CORMICKS CREEK ST PARK LOT            000 10 50.3
 KA1984:UTM  16      -  MC CORMICKS CREEK ST PARK LOT            000 14 00.1
 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 USGS 1939                     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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1984.See file dsdata.txt to determine how the superseded data were derived.
 KA1984
 KA1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2379644404(NAD 83)
 KA1984_MARKER: DS = TRIANGULATION STATION DISK
 KA1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2231 ***********************************************************************
 LB2231  DESIGNATION -  MAPLE
 LB2231  PID         -  LB2231
 LB2231  STATE/COUNTY-  IN/WARREN
 LB2231  USGS QUAD   -  PINE VILLAGE (1980)
 LB2231
 LB2231                         *CURRENT SURVEY CONTROL
 LB2231  ___________________________________________________________________
 LB2231* NAD 83(1997)-  40 24 12.10645(N)    087 21 27.11632(W)     ADJUSTED  
 LB2231* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 LB2231  ___________________________________________________________________
 LB2231  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 LB2231  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LB2231
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2231
 LB2231.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2231.See file dsdata.txt to determine how the superseded data were derived.
 LB2231
 LB2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK6966172589(NAD 83)
 LB2231_MARKER: DS = TRIANGULATION STATION DISK
 LB2231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1999 ***********************************************************************
 JA1999  DESIGNATION -  MAPLE
 JA1999  PID         -  JA1999
 JA1999  STATE/COUNTY-  IN/WARRICK
 JA1999  USGS QUAD   -  BOONVILLE (1988)
 JA1999
 JA1999                         *CURRENT SURVEY CONTROL
 JA1999  ___________________________________________________________________
 JA1999* NAD 83(1997)-  38 00 09.83713(N)    087 17 02.38463(W)     ADJUSTED  
 JA1999* NAVD 88     -       153.     (meters)     502.     (feet)  SCALED    
 JA1999  ___________________________________________________________________
 JA1999  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 JA1999  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 JA1999
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1999
 JA1999.The geoid height was determined by GEOID03.
 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     -   0.99998090  x   0.99997049  =   0.99995139
 JA1999!UTM  16      -   0.99998090  x   0.99960766  =   0.99958857
 JA1999
 JA1999:                Primary Azimuth Mark                     Grid Az
 JA1999:SPC IN W     -  BOONVILLE WARRICK CO CTHSE               008 50 01.9
 JA1999:UTM  16      -  BOONVILLE WARRICK CO CTHSE               008 53 06.6
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1999.See file dsdata.txt to determine how the superseded data were derived.
 JA1999
 JA1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7506706156(NAD 83)
 JA1999_MARKER: DS = TRIANGULATION STATION DISK
 JA1999_SETTING: 0 = UNSPECIFIED SETTING
 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
 JA1999'PROPERTY OWNED AND OCCUPIED BY MR JAMES FAY.  THE MARK IS
 JA1999'SITUATED 56 FEET W OF THE W
 JA1999'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
 JA1999'1945, AND IS FLUSH
 JA1999'WITH THE GROUND.  UNDERGROUND MARK IS A BRONZE
 JA1999'STATION 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
 JA1999'CORNER OF CORRUGATED TIN SIDE OF BARN.  IT IS A BRONZE
 JA1999'REFERENCE DISK IN CONCRETE,
 JA1999'STAMPED MAPLE NO 1 1945, AND PROJECTS 5 INCHES.
 JA1999'
 JA1999'REFERENCE MARK 2 IS 68.30 FEET SE OF STATION, IN FENCE CORNER, 15.5
 JA1999'FEET S OF SW
 JA1999'CORNER OF BARN, AND 5.3 FEET E OF GARAGE.  IT IS A
 JA1999'BRONZE REFERENCE DISK IN
 JA1999'CONCRETE, STAMPED MAPLE NO 2 1945, AND
 JA1999'PROJECTS 5 INCHES.
 JA1999'
 JA1999'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE N OF STATION, IN FRONT OF
 JA1999'SMALL WHITE
 JA1999'CEMENT-BLOCK HOUSE, ON STATE HIGHWAY 61, 105 FEET N OF
 JA1999'DRIVEWAY, 60 FEET NW OF NW
 JA1999'CORNER OF HOUSE, 40 FEET E OF THE
 JA1999'APPROXIMATE CENTER OF HIGHWAY 61, AND 2.6
 JA1999'FEET S OF WHITE WITNESS
 JA1999'POST.  IT IS A BRONZE AZIMUTH DISK IN CONCRETE, STAMPED
 JA1999'MAPLE 1945, AND
 JA1999'PROJECTS 4 INCHES.
 JA1999'
 JA1999'TO REACH STATION FROM THE SW CORNER OF THE COURTHOUSE SQUARE IN
 JA1999'BOONVILLE, GO S ON
 JA1999'STATE HIGHWAY 61 FOR 3.2 MILE TO THE AZIMUTH MARK
 JA1999'ON LEFT.  CONTINUE S 0.2 MILE TO
 JA1999'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 = OCTOBER  6, 2006
 ME0157 ***********************************************************************
 ME0157  DESIGNATION -  MAR 36
 ME0157  PID         -  ME0157
 ME0157  STATE/COUNTY-  IN/MARSHALL
 ME0157  USGS QUAD   -  NAPPANEE WEST (1991)
 ME0157
 ME0157                         *CURRENT SURVEY CONTROL
 ME0157  ___________________________________________________________________
 ME0157* NAD 83(1986)-  41 22 57.     (N)    086 07 01.     (W)     SCALED    
 ME0157* NAVD 88     -       245.585  (meters)     805.72   (feet)  ADJUSTED  
 ME0157  ___________________________________________________________________
 ME0157  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 ME0157  DYNAMIC HT  -         245.483 (meters)     805.39  (feet)  COMP
 ME0157  MODELED GRAV-     980,203.3   (mgal)                       NAVD 88
 ME0157
 ME0157  VERT ORDER  -  SECOND    CLASS 0
 ME0157
 ME0157.The horizontal coordinates were scaled from a topographic map and have
 ME0157.an estimated accuracy of +/- 6 seconds.
 ME0157
 ME0157.The orthometric height was determined by differential leveling
 ME0157.and adjusted by the National Geodetic Survey in June 1991..
 ME0157
 ME0157.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0157.See file dsdata.txt to determine how the superseded data were derived.
 ME0157
 ME0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL738815(NAD 83)
 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             NGS
 ME0157
 ME0157                          STATION DESCRIPTION
 ME0157
 ME0157'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0163 ***********************************************************************
 ME0163  DESIGNATION -  MAR 37
 ME0163  PID         -  ME0163
 ME0163  STATE/COUNTY-  IN/MARSHALL
 ME0163  USGS QUAD   -  BREMEN (1991)
 ME0163
 ME0163                         *CURRENT SURVEY CONTROL
 ME0163  ___________________________________________________________________
 ME0163* NAD 83(1986)-  41 26 47.     (N)    086 08 10.     (W)     SCALED    
 ME0163* NAVD 88     -       245.720  (meters)     806.17   (feet)  ADJUSTED  
 ME0163  ___________________________________________________________________
 ME0163  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 ME0163  DYNAMIC HT  -         245.617 (meters)     805.83  (feet)  COMP
 ME0163  MODELED GRAV-     980,201.1   (mgal)                       NAVD 88
 ME0163
 ME0163  VERT ORDER  -  SECOND    CLASS 0
 ME0163
 ME0163.The horizontal coordinates were scaled from a topographic map and have
 ME0163.an estimated accuracy of +/- 6 seconds.
 ME0163
 ME0163.The orthometric height was determined by differential leveling
 ME0163.and adjusted by the National Geodetic Survey in June 1991..
 ME0163
 ME0163.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0163.See file dsdata.txt to determine how the superseded data were derived.
 ME0163
 ME0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL721886(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0269 ***********************************************************************
 KA0269  DESIGNATION -  MAR G 10
 KA0269  PID         -  KA0269
 KA0269  STATE/COUNTY-  IN/MARION
 KA0269  USGS QUAD   -  FISHERS (1988)
 KA0269
 KA0269                         *CURRENT SURVEY CONTROL
 KA0269  ___________________________________________________________________
 KA0269* NAD 83(1986)-  39 54 37.     (N)    086 06 20.     (W)     SCALED    
 KA0269* NAVD 88     -       223.380  (meters)     732.87   (feet)  ADJUSTED  
 KA0269  ___________________________________________________________________
 KA0269  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KA0269  DYNAMIC HT  -         223.256 (meters)     732.47  (feet)  COMP
 KA0269  MODELED GRAV-     980,068.9   (mgal)                       NAVD 88
 KA0269
 KA0269  VERT ORDER  -  SECOND    CLASS 0
 KA0269
 KA0269.The horizontal coordinates were scaled from a topographic map and have
 KA0269.an estimated accuracy of +/- 6 seconds.
 KA0269
 KA0269.The orthometric height was determined by differential leveling
 KA0269.and adjusted by the National Geodetic Survey in June 1991..
 KA0269
 KA0269.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0269.See file dsdata.txt to determine how the superseded data were derived.
 KA0269
 KA0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK764181(NAD 83)
 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             NGS
 KA0269
 KA0269                          STATION DESCRIPTION
 KA0269
 KA0269'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0196 ***********************************************************************
 KA0196  DESIGNATION -  MAR G 18
 KA0196  PID         -  KA0196
 KA0196  STATE/COUNTY-  IN/MARION
 KA0196  USGS QUAD   -  INDIANAPOLIS EAST (1980)
 KA0196
 KA0196                         *CURRENT SURVEY CONTROL
 KA0196  ___________________________________________________________________
 KA0196* NAD 83(1986)-  39 46 26.     (N)    086 00 33.     (W)     SCALED    
 KA0196* NAVD 88     -       260.075  (meters)     853.26   (feet)  POSTED    
 KA0196  ___________________________________________________________________
 KA0196  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KA0196  DYNAMIC HT  -         259.930 (meters)     852.79  (feet)  COMP
 KA0196  MODELED GRAV-     980,051.5   (mgal)                       NAVD 88
 KA0196
 KA0196  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 KA0196
 KA0196.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 KA0196.rate greater than 8.0 mm/km.
 KA0196
 KA0196.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0196.See file dsdata.txt to determine how the superseded data were derived.
 KA0196
 KA0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK848031(NAD 83)
 KA0196_MARKER: DD = SURVEY DISK
 KA0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0196_SP_SET: 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             NGS
 KA0196  HISTORY     - 1959     MARK NOT FOUND   USGS
 KA0196  HISTORY     - 19880730 MARK NOT FOUND   LOCENG
 KA0196
 KA0196                          STATION DESCRIPTION
 KA0196
 KA0196'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0080 ***********************************************************************
 KA0080  DESIGNATION -  MAR G 24
 KA0080  PID         -  KA0080
 KA0080  STATE/COUNTY-  IN/MARION
 KA0080  USGS QUAD   -  CARMEL (1988)
 KA0080
 KA0080                         *CURRENT SURVEY CONTROL
 KA0080  ___________________________________________________________________
 KA0080* NAD 83(1986)-  39 54 41.     (N)    086 13 22.     (W)     SCALED    
 KA0080* NAVD 88     -       261.866  (meters)     859.14   (feet)  ADJUSTED  
 KA0080  ___________________________________________________________________
 KA0080  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KA0080  DYNAMIC HT  -         261.722 (meters)     858.67  (feet)  COMP
 KA0080  MODELED GRAV-     980,067.9   (mgal)                       NAVD 88
 KA0080
 KA0080  VERT ORDER  -  SECOND    CLASS 0
 KA0080
 KA0080.The horizontal coordinates were scaled from a topographic map and have
 KA0080.an estimated accuracy of +/- 6 seconds.
 KA0080
 KA0080.The orthometric height was determined by differential leveling
 KA0080.and adjusted by the National Geodetic Survey in June 1991..
 KA0080
 KA0080.The geoid height was determined by GEOID03.
 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     -   517,830.       52,450.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0080.See file dsdata.txt to determine how the superseded data were derived.
 KA0080
 KA0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK664182(NAD 83)
 KA0080_MARKER: DD = SURVEY DISK
 KA0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0080_STAMPING: MAR G 24
 KA0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0080+STABILITY: SURFACE MOTION
 KA0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA0080+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 KA0080
 KA0080  HISTORY     - Date     Condition        Report By
 KA0080  HISTORY     - UNK      MONUMENTED       INHD
 KA0080  HISTORY     - 1950     GOOD             NGS
 KA0080  HISTORY     - 1973     GOOD             NGS
 KA0080  HISTORY     - 1988     POOR             USPSQD
 KA0080  HISTORY     - 20040316 GOOD             SURVFI
 KA0080
 KA0080                          STATION DESCRIPTION
 KA0080
 KA0080'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0065 ***********************************************************************
 KA0065  DESIGNATION -  MAR G 27
 KA0065  PID         -  KA0065
 KA0065  STATE/COUNTY-  IN/MARION
 KA0065  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA0065
 KA0065                         *CURRENT SURVEY CONTROL
 KA0065  ___________________________________________________________________
 KA0065* NAD 83(1986)-  39 47 19.     (N)    086 11 56.     (W)     SCALED    
 KA0065* NAVD 88     -       217.23   (+/-2cm)     712.7    (feet)  VERTCON   
 KA0065  ___________________________________________________________________
 KA0065  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KA0065
 KA0065  VERT ORDER  -  THIRD (See Below)
 KA0065
 KA0065.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 KA0065
 KA0065.The geoid height was determined by GEOID03.
 KA0065
 KA0065;                    North         East    Units  Estimated Accuracy
 KA0065;SPC IN E     -   504,180.       54,410.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0065.See file dsdata.txt to determine how the superseded data were derived.
 KA0065
 KA0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK685046(NAD 83)
 KA0065_MARKER: DD = SURVEY DISK
 KA0065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0065_SP_SET: BRIDGE
 KA0065_STAMPING: MAR G 27
 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 = OCTOBER  6, 2006
 KA0129 ***********************************************************************
 KA0129  DESIGNATION -  MAR G 28
 KA0129  PID         -  KA0129
 KA0129  STATE/COUNTY-  IN/MARION
 KA0129  USGS QUAD   -  MAYWOOD (1986)
 KA0129
 KA0129                         *CURRENT SURVEY CONTROL
 KA0129  ___________________________________________________________________
 KA0129* NAD 83(1986)-  39 44 51.     (N)    086 10 59.     (W)     SCALED    
 KA0129* NAVD 88     -       211.433  (meters)     693.68   (feet)  ADJUSTED  
 KA0129  ___________________________________________________________________
 KA0129  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 KA0129  DYNAMIC HT  -         211.317 (meters)     693.30  (feet)  COMP
 KA0129  MODELED GRAV-     980,073.1   (mgal)                       NAVD 88
 KA0129
 KA0129  VERT ORDER  -  SECOND    CLASS 0
 KA0129
 KA0129.The horizontal coordinates were scaled from a topographic map and have
 KA0129.an estimated accuracy of +/- 6 seconds.
 KA0129
 KA0129.The orthometric height was determined by differential leveling
 KA0129.and adjusted by the National Geodetic Survey in June 1991..
 KA0129
 KA0129.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0129.See file dsdata.txt to determine how the superseded data were derived.
 KA0129
 KA0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK699000(NAD 83)
 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
 KA0129  HISTORY     - Date     Condition        Report By
 KA0129  HISTORY     - UNK      MONUMENTED       INHD
 KA0129  HISTORY     - 1950     GOOD             NGS
 KA0129
 KA0129                          STATION DESCRIPTION
 KA0129
 KA0129'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0143 ***********************************************************************
 KA0143  DESIGNATION -  MAR G 37
 KA0143  PID         -  KA0143
 KA0143  STATE/COUNTY-  IN/MARION
 KA0143  USGS QUAD   -  BRIDGEPORT (1986)
 KA0143
 KA0143                         *CURRENT SURVEY CONTROL
 KA0143  ___________________________________________________________________
 KA0143* NAD 83(1986)-  39 41 50.     (N)    086 16 00.     (W)     SCALED    
 KA0143* NAVD 88     -       229.58   (+/-2cm)     753.2    (feet)  VERTCON   
 KA0143  ___________________________________________________________________
 KA0143  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KA0143
 KA0143  VERT ORDER  -  THIRD (See Below)
 KA0143
 KA0143.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 KA0143
 KA0143.The geoid height was determined by GEOID03.
 KA0143
 KA0143;                    North         East    Units  Estimated Accuracy
 KA0143;SPC IN E     -   494,070.       48,540.      MT  (+/- 180 meters Scaled)
 KA0143
 KA0143                          SUPERSEDED SURVEY CONTROL
 KA0143
 KA0143  NGVD 29 (??/??/??)  229.69   (m)          753.6    (f) RESET       3  
 KA0143
 KA0143.Superseded values are not recommended for survey control.
 KA0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0143.See file dsdata.txt to determine how the superseded data were derived.
 KA0143
 KA0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ628944(NAD 83)
 KA0143_MARKER: DD = SURVEY DISK
 KA0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0143_SP_SET: 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 = OCTOBER  6, 2006
 HZ2035 ***********************************************************************
 HZ2035  DESIGNATION -  MARBLE
 HZ2035  PID         -  HZ2035
 HZ2035  STATE/COUNTY-  IN/JEFFERSON
 HZ2035  USGS QUAD   -  BETHLEHEM (1993)
 HZ2035
 HZ2035                         *CURRENT SURVEY CONTROL
 HZ2035  ___________________________________________________________________
 HZ2035* NAD 83(1997)-  38 35 29.07916(N)    085 26 40.78050(W)     ADJUSTED  
 HZ2035* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 HZ2035  ___________________________________________________________________
 HZ2035  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 HZ2035  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 HZ2035
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2035
 HZ2035.The geoid height was determined by GEOID03.
 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     -   0.99996656  x   0.99997127  =   0.99993784
 HZ2035!SPC KY1Z     -   0.99996656  x   0.99998273  =   0.99994930
 HZ2035!SPC KY N     -   0.99996656  x   0.99996442  =   0.99993099
 HZ2035!UTM  16      -   0.99996656  x   0.99982595  =   0.99979252
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2035.See file dsdata.txt to determine how the superseded data were derived.
 HZ2035
 HZ2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3545472584(NAD 83)
 HZ2035_MARKER: DS = TRIANGULATION STATION DISK
 HZ2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2434 ***********************************************************************
 LB2434  DESIGNATION -  MARCHAL
 LB2434  PID         -  LB2434
 LB2434  STATE/COUNTY-  IN/CASS
 LB2434  USGS QUAD   -  LUCERNE (1986)
 LB2434
 LB2434                         *CURRENT SURVEY CONTROL
 LB2434  ___________________________________________________________________
 LB2434* NAD 83(1997)-  40 49 12.86445(N)    086 22 33.83401(W)     ADJUSTED  
 LB2434* NAVD 88     -       228.93   (+/-2cm)     751.1    (feet)  VERTCON   
 LB2434  ___________________________________________________________________
 LB2434  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 LB2434  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 LB2434
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2434
 LB2434.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2434
 LB2434.The geoid height was determined by GEOID03.
 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     -   0.99996941  x   1.00001073  =   0.99998014
 LB2434!SPC IN W     -   0.99996941  x   1.00001047  =   0.99997988
 LB2434!UTM  16      -   0.99996941  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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  229.04   (m)          751.4    (f) LEVELING    3  
 LB2434
 LB2434.Superseded values are not recommended for survey control.
 LB2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2434.See file dsdata.txt to determine how the superseded data were derived.
 LB2434
 LB2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5261618990(NAD 83)
 LB2434_MARKER: DS = TRIANGULATION STATION DISK
 LB2434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1808 ***********************************************************************
 JA1808  DESIGNATION -  MARCHAND
 JA1808  PID         -  JA1808
 JA1808  STATE/COUNTY-  IN/PERRY
 JA1808  USGS QUAD   -  DERBY (1993)
 JA1808
 JA1808                         *CURRENT SURVEY CONTROL
 JA1808  ___________________________________________________________________
 JA1808* NAD 83(1997)-  38 04 16.36258(N)    086 36 25.69499(W)     ADJUSTED  
 JA1808* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 JA1808  ___________________________________________________________________
 JA1808  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 JA1808  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JA1808
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1808
 JA1808.The geoid height was determined by GEOID03.
 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  =   0.99987582
 JA1808!SPC KY S     -   0.99996511  x   1.00002807  =   0.99999318
 JA1808!UTM  16      -   0.99996511  x   0.99961462  =   0.99957975
 JA1808
 JA1808:                Primary Azimuth Mark                     Grid Az
 JA1808:SPC IN W     -  LEOPOLD ST AUGUSTINUS CATH CH            032 04 11.7
 JA1808:SPC KY1Z     -  LEOPOLD ST AUGUSTINUS CATH CH            032 53 23.3
 JA1808:SPC KY S     -  LEOPOLD ST AUGUSTINUS CATH CH            032 53 00.2
 JA1808:UTM  16      -  LEOPOLD ST AUGUSTINUS CATH CH            032 07 16.7
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1808.See file dsdata.txt to determine how the superseded data were derived.
 JA1808
 JA1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3445913789(NAD 83)
 JA1808_MARKER: DS = TRIANGULATION STATION DISK
 JA1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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.
 JA1808'IT IS 139 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 JA1808'THE RANGERS HOUSE, 45.6 FEET
 JA1808'NORTHWEST OF THE CENTER OF THE LOOKOUT
 JA1808'TOWER AND 21.4 FEET SOUTH OF A 10 INCH OAK
 JA1808'TREE.  THE MARK IS FLUSH
 JA1808'AND THE DISK IS STAMPED MARCHAND 1946.
 JA1808'
 JA1808'REFERENCE MARK NO 1 IS 90.65 FEET SOUTHWEST OF THE STATION.  IT
 JA1808'IS 69.7 FEET SOUTH OF THE
 JA1808'SOUTHWEST LEG OF THE LOOKOUT TOWER AND 11.2 FEET EAST OF A 15
 JA1808'INCH ELM TREE.  THE MARK
 JA1808'IS FLUSH AND THE DISK IS STAMPED MARCHAND NO 1 1946.
 JA1808'
 JA1808'REFERENCE MARK NO 2 IS 87.50 FEET NORTH OF THE STATION.  IT IS 73
 JA1808'FEET SOUTHWEST OF
 JA1808'THE SOUTHEAST CORNER OF THE HOUSE AND 51.5 FEET NORTH OF
 JA1808'THE NORTHEAST LEG OF THE
 JA1808'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
 JA1808'OF STATE HIGHWAY 37.
 JA1808'IT IS ABOUT 60 YARDS NORTHEAST OF A SMALL
 JA1808'BRICK HOUSE, 41 FEET WEST
 JA1808'OF THE APPROXIMATE CENTER OF THE HIGHWAY, 4 FEET NORTH
 JA1808'OF A WHITE WITNESS POST AND 1.8
 JA1808'FEET EAST OF THE FENCE.  THE MARK
 JA1808'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 JA1808'MARCHAND 1946.
 JA1808'
 JA1808'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 66 IN
 JA1808'THE NORTHERN PART OF
 JA1808'TELL CITY, GO NORTHEAST ON HIGHWAY 37 FOR 12.65
 JA1808'MILES TO A SMALL BRICK HOUSE ON THE
 JA1808'LEFT AND THE AZIMUTH MARK,
 JA1808'CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO A T-ROAD
 JA1808'RIGHT, TURN RIGHT
 JA1808'AND 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 = OCTOBER  6, 2006
 LA2048 ***********************************************************************
 LA2048  DESIGNATION -  MARDENIS
 LA2048  PID         -  LA2048
 LA2048  STATE/COUNTY-  IN/HUNTINGTON
 LA2048  USGS QUAD   -  HUNTINGTON (1994)
 LA2048
 LA2048                         *CURRENT SURVEY CONTROL
 LA2048  ___________________________________________________________________
 LA2048* NAD 83(1997)-  40 54 57.16118(N)    085 24 55.47122(W)     ADJUSTED  
 LA2048* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 LA2048  ___________________________________________________________________
 LA2048  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 LA2048  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 LA2048
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2048
 LA2048.The geoid height was determined by GEOID03.
 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     -   0.99996688  x   0.99997218  =   0.99993906
 LA2048!UTM  16      -   0.99996688  x   0.99981915  =   0.99978604
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2048.See file dsdata.txt to determine how the superseded data were derived.
 LA2048
 LA2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3343830627(NAD 83)
 LA2048_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 LA2048'MILES SOUTHWEST OF ROANOKE ON PROPERTY OWNED BY MR. PHILLIP BASH.  IT
 LA2048'IS 50 FEET EAST OF THE CENTER OF A
 LA2048'GRAVEL ROAD, 44 FEET NORTHEAST OF THE CENTER OF THE NORTH
 LA2048'BRICK GATE POST, 37 FEET NORTHEAST OF A WHITE
 LA2048'WITNESS POST, 35 FEET EAST OF A FENCE LINE
 LA2048'AND 15 FEET SOUTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE
 LA2048'DISK IS STAMPED MARDENIS 1948.
 LA2048'
 LA2048'REFERENCE MARK NO. 1 IS 88.74 FEET SOUTHEAST OF THE STATION.  IT IS
 LA2048'50 FEET NORTHWEST OF THE NORTHWEST
 LA2048'CORNER OF A CONCRETE BLOCK BUILDING, 7 FEET SOUTH OF THE CENTER OF AN
 LA2048'ENTRANCE DRIVE AND 1 FOOT NORTH OF
 LA2048'A FENCE LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 LA2048'IS STAMPED MARDENIS NO 1 1948.
 LA2048'
 LA2048'REFERENCE MARK NO. 2 IS 81.41 FEET SOUTHWEST OF THE STATION.  IT IS
 LA2048'52 FEET SOUTHEAST OF THE SOUTHEAST
 LA2048'CORNER OF A FRAME HOUSE, 19 FEET WEST OF THE CENTER OF THE GRAVEL
 LA2048'ROAD AND 1 FOOT EAST OF A FENCE
 LA2048'LINE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 LA2048'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
 LA2048'ROAD, 3 FEET NORTH OF A POWER LINE POLE, 2 FEET NORTH OF A WHITE
 LA2048'WITNESS POST AND 1 FOOT EAST OF A
 LA2048'FENCE LINE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 LA2048'MARDENIS 1948.
 LA2048'
 LA2048'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE
 LA2048'HIGHWAY 9, 1 MILE NORTHEAST OF
 LA2048'HUNTINGTON, GO NORTHEAST ON U.S. HIGHWAY 24 FOR 4.0 MILES TO A GRAVEL
 LA2048'CROSSROAD.  TURN LEFT AND GO NORTH FOR 0.4
 LA2048'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LA2048'CONTINUE NORTH FOR 0.15 MILE TO THE STATION ON
 LA2048'THE RIGHT AS DESCRIBED.
 LA2048'
 LA2048'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1788 ***********************************************************************
 JA1788  DESIGNATION -  MARENGO RESET
 JA1788  PID         -  JA1788
 JA1788  STATE/COUNTY-  IN/CRAWFORD
 JA1788  USGS QUAD   -  ENGLISH (1993)
 JA1788
 JA1788                         *CURRENT SURVEY CONTROL
 JA1788  ___________________________________________________________________
 JA1788* NAD 83(1997)-  38 22 21.22633(N)    086 24 03.23743(W)     ADJUSTED  
 JA1788* NAVD 88     -       285.05   (+/-2cm)     935.2    (feet)  VERTCON   
 JA1788  ___________________________________________________________________
 JA1788  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 JA1788  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JA1788
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1788
 JA1788.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1788
 JA1788.The geoid height was determined by GEOID03.
 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     -   0.99996050  x   1.00001044  =   0.99997094
 JA1788!UTM  16      -   0.99996050  x   0.99963373  =   0.99959425
 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 (07/19/86)  285.16   (m)          935.6    (f) LEVELING    3  
 JA1788
 JA1788.Superseded values are not recommended for survey control.
 JA1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1788.See file dsdata.txt to determine how the superseded data were derived.
 JA1788
 JA1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5233247323(NAD 83)
 JA1788_MARKER: DS = TRIANGULATION STATION DISK
 JA1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1788_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 = OCTOBER  6, 2006
 JA1849 ***********************************************************************
 JA1849  DESIGNATION -  MARIAH
 JA1849  PID         -  JA1849
 JA1849  STATE/COUNTY-  IN/SPENCER
 JA1849  USGS QUAD   -  DALE (1980)
 JA1849
 JA1849                         *CURRENT SURVEY CONTROL
 JA1849  ___________________________________________________________________
 JA1849* NAD 83(1997)-  38 10 02.85179(N)    086 55 41.29015(W)     ADJUSTED  
 JA1849* NAVD 88     -       171.     (meters)     561.     (feet)  SCALED    
 JA1849  ___________________________________________________________________
 JA1849  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 JA1849  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JA1849
 JA1849  HORZ ORDER  -  THIRD
 JA1849
 JA1849.The horizontal coordinates were established by classical geodetic methods
 JA1849.and adjusted by the National Geodetic Survey in May 1999..
 JA1849
 JA1849.The orthometric height was scaled from a topographic map.
 JA1849
 JA1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1849
 JA1849.The geoid height was determined by GEOID03.
 JA1849
 JA1849;                    North         East     Units Scale Factor Converg.
 JA1849;SPC IN W     -   324,092.395   913,599.846   MT  0.99996894   +0 05 45.3
 JA1849;SPC IN W     - 1,063,293.13  2,997,368.83   sFT  0.99996894   +0 05 45.3
 JA1849;UTM  16      - 4,224,397.630   506,295.080   MT  0.99960049   +0 02 39.9
 JA1849
 JA1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1849!SPC IN W     -   0.99997820  x   0.99996894  =   0.99994715
 JA1849!UTM  16      -   0.99997820  x   0.99960049  =   0.99957870
 JA1849
 JA1849:                Primary Azimuth Mark                     Grid Az
 JA1849:SPC IN W     -  MARIAH 2 1950 AZ MK                      031 52 17.0
 JA1849:UTM  16      -  MARIAH 2 1950 AZ MK                      031 55 22.4
 JA1849
 JA1849|---------------------------------------------------------------------|
 JA1849| PID    Reference Object                     Distance      Geod. Az  |
 JA1849|                                                           dddmmss.s |
 JA1849| JA1850 MARIAH 2 1950 AZ MK                 APPROX. 0.8 KM 0315802.3 |
 JA1849| CG8920 MARIAH RM 1                          26.269 METERS 08551     |
 JA1849| CG8919 MARIAH AZ MK                                       0910729.8 |
 JA1849| JA1861 MARIAH 2                            173.719 METERS 13011     |
 JA1849| JA1862 MARIAH HILL HELP OF CHRIST CH       168.323 METERS 13436     |
 JA1849| CG8921 MARIAH RM 2                          29.695 METERS 19826     |
 JA1849| JA1852 DALE ST JOSEPHS CATH CH SPIRE       APPROX. 5.2 KM 2670321.7 |
 JA1849| JA1853 DALE MUNICIPAL TANK                 APPROX. 5.3 KM 2690902.3 |
 JA1849| JA1851 DALE ST HENRY CATH CH SPIRE         APPROX. 5.6 KM 3591107.6 |
 JA1849|---------------------------------------------------------------------|
 JA1849
 JA1849                          SUPERSEDED SURVEY CONTROL
 JA1849
 JA1849  NAD 83(1993)-  38 10 02.85436(N)    086 55 41.29139(W) AD(       ) 3
 JA1849  NAD 83(1986)-  38 10 02.85930(N)    086 55 41.29329(W) AD(       ) 3
 JA1849  NAD 27      -  38 10 02.65800(N)    086 55 41.31600(W) AD(       ) 3
 JA1849
 JA1849.Superseded values are not recommended for survey control.
 JA1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1849.See file dsdata.txt to determine how the superseded data were derived.
 JA1849
 JA1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0629524398(NAD 83)
 JA1849_MARKER: DS = TRIANGULATION STATION DISK
 JA1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1849
 JA1849  HISTORY     - Date     Condition        Report By
 JA1849  HISTORY     - 1946     MONUMENTED       CGS
 JA1849  HISTORY     - 1950     SEE DESCRIPTION  CGS
 JA1849
 JA1849                          STATION DESCRIPTION
 JA1849
 JA1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1849'THIS STATION IS ON THE HILL ABOUT 0.25 MILE WEST OF MARIAH HILL AND
 JA1849'0.1 MILE NORTHWEST OF THE
 JA1849'CALVARY CHRISTAN CHURCH, IN A FIELD.  THE STATION
 JA1849'MARK IS 184 FEET EAST OF THE
 JA1849'JUNCTION OF STATE HIGHWAY 62 AND THE
 JA1849'NORTHWEST ENTRANCE ROAD TO THE CHURCH, 56 FEET
 JA1849'SOUTH OF THE
 JA1849'CENTERLINE OF STATE HIGHWAY 62 AND 6 FEET SOUTHEAST OF A WHITE
 JA1849'WITNESS POST.
 JA1849'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JA1849'MARIAH 1946.
 JA1849'
 JA1849'REFERENCE MARK NO 1 IS 86.19 FEET EAST OF THE STATION AND 33 FEET
 JA1849'SOUTH OF THE CENTERLINE OF
 JA1849'THE HIGHWAY.  THE MARK PROJECTS 6 INCHES AND THE DISK
 JA1849'IS STAMPED MARIAH NO 1 1946.
 JA1849'
 JA1849'REFERENCE MARK NO 2 IS 97.42 FEET SOUTH OF THE STATION AND 28 FEET
 JA1849'NORTHEAST OF THE CHURCH
 JA1849'ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JA1849'MARIAH NO 2 1946.
 JA1849'
 JA1849'THE AZIMUTH MARK IS EAST OF THE STATION, 190 FEET SOUTH OF A GATE, 16
 JA1849'FEET WEST OF A GRAVEL ROAD,
 JA1849'1 FOOT WEST OF A WHITE WITNESS POST, IN A FIELD.
 JA1849'THE MARK PROJECTS 4 INCHES AND THE
 JA1849'DISK IS STAMPED MARIAH 1946.
 JA1849'
 JA1849'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE HIGHWAY
 JA1849'62 FOR 1.2 MILES TO A SIDE
 JA1849'ROAD LEFT, TURN LEFT AND GO 0.1 MILE TO THE MARK ON
 JA1849'THE LEFT NEAR THE EAST FENCE OF A FIELD.
 JA1849'
 JA1849'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JA1849
 JA1849                          STATION RECOVERY (1950)
 JA1849
 JA1849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 JA1849'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 JA1849'CONDITION.  THE DISTANCE TO
 JA1849'THE REFERENCE MARKS WERE CHECKED AND FOUND TO BE
 JA1849'CORRECT.  A DIFFERENCE WAS FOUND
 JA1849'IN THE DIRECTION TO THE CROSS ON TOP
 JA1849'OF THE MARY HELP OF CHRISTIANS CHURCH AND REFERENCE MARK NO 1.
 JA1849'DESTROYED AT THE REQUEST OF THE PROPERTY OWNER, AFTER A
 JA1849'NEW STATION MARIAH 2 WAS ESTABLISHED.
 JA1849'
 JA1849'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1861 ***********************************************************************
 JA1861  DESIGNATION -  MARIAH 2
 JA1861  PID         -  JA1861
 JA1861  STATE/COUNTY-  IN/SPENCER
 JA1861  USGS QUAD   -  DALE (1980)
 JA1861
 JA1861                         *CURRENT SURVEY CONTROL
 JA1861  ___________________________________________________________________
 JA1861* NAD 83(1997)-  38 09 59.21630(N)    086 55 35.83817(W)     ADJUSTED  
 JA1861* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 JA1861  ___________________________________________________________________
 JA1861  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 JA1861  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JA1861
 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.No horizontal observational check was made to the station.
 JA1861
 JA1861.The orthometric height was scaled from a topographic map.
 JA1861
 JA1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1861
 JA1861.The geoid height was determined by GEOID03.
 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     -   0.99997805  x   0.99996899  =   0.99994704
 JA1861!UTM  16      -   0.99997805  x   0.99960051  =   0.99957857
 JA1861
 JA1861:                Primary Azimuth Mark                     Grid Az
 JA1861:SPC IN W     -  MARIAH 2 1950 AZ MK                      020 18 08.0
 JA1861:UTM  16      -  MARIAH 2 1950 AZ MK                      020 21 13.4
 JA1861
 JA1861|---------------------------------------------------------------------|
 JA1861| PID    Reference Object                     Distance      Geod. Az  |
 JA1861|                                                           dddmmss.s |
 JA1861| JA1850 MARIAH 2 1950 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1861.See file dsdata.txt to determine how the superseded data were derived.
 JA1861
 JA1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0642824286(NAD 83)
 JA1861_MARKER: DS = TRIANGULATION STATION DISK
 JA1861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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.
 JA1861'IT IS 40 FEET EAST OF THE EAST EDGE OF THE SIDEWALK
 JA1861'LEADING TO THE FRONT ENTRANCE TO
 JA1861'THE CHURCH, 26 FEET NORTHEAST OF THE
 JA1861'NORTHEAST CORNER OF THE CHURCH, 18 FEET SOUTH OF
 JA1861'THE RETAINING WALL
 JA1861'AND 15 FEET SOUTHEAST OF A 12 INCH MAPLE TREE.  THE MARK IS 6
 JA1861'INCHES BELOW THE
 JA1861'SURFACE OF THE GROUND AND THE DISK IS 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
 JA1861'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
 JA1861'EAST ENTRANCE TO THE CHURCH.
 JA1861'THE DISK IS SET FLUSH IN THE STEP AND IS STAMPED
 JA1861'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
 JA1861'SOUTH OF A WHITE WITNESS POST AND 2 FEET SOUTH OF A
 JA1861'TELEPHONE POLE.  THE MARK PROJECTS
 JA1861'ABOUT 4 INCHES AND THE DISK IS
 JA1861'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
 JA1861'0.5 MILE TO THE AZIMUTH ON THE RIGHT AS DESCRIBED.
 JA1861'
 JA1861'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1850 ***********************************************************************
 JA1850  DESIGNATION -  MARIAH 2 1950 AZ MK
 JA1850  PID         -  JA1850
 JA1850  STATE/COUNTY-  IN/SPENCER
 JA1850  USGS QUAD   -  DALE (1980)
 JA1850
 JA1850                         *CURRENT SURVEY CONTROL
 JA1850  ___________________________________________________________________
 JA1850* NAD 83(1997)-  38 10 25.27723(N)    086 55 23.56131(W)     ADJUSTED  
 JA1850* NAVD 88     -       171.     (meters)     561.     (feet)  SCALED    
 JA1850  ___________________________________________________________________
 JA1850  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 JA1850  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 JA1850
 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.No horizontal observational check was made to the station.
 JA1850
 JA1850.The orthometric height was scaled from a topographic map.
 JA1850
 JA1850.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1850
 JA1850.The geoid height was determined by GEOID03.
 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     -   0.99997821  x   0.99996909  =   0.99994730
 JA1850!UTM  16      -   0.99997821  x   0.99960056  =   0.99957878
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1850.See file dsdata.txt to determine how the superseded data were derived.
 JA1850
 JA1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0672625089(NAD 83)
 JA1850_MARKER: DR = REFERENCE MARK DISK
 JA1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1850_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 JA1850                          STATION DESCRIPTION
 JA1850
 JA1850'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1862 ***********************************************************************
 JA1862  DESIGNATION -  MARIAH HILL HELP OF CHRIST CH
 JA1862  PID         -  JA1862
 JA1862  STATE/COUNTY-  IN/SPENCER
 JA1862  USGS QUAD   -  DALE (1980)
 JA1862
 JA1862                         *CURRENT SURVEY CONTROL
 JA1862  ___________________________________________________________________
 JA1862* NAD 83(1997)-  38 09 59.01895(N)    086 55 36.36625(W)     ADJUSTED  
 JA1862* NAVD 88     -                                                        
 JA1862  ___________________________________________________________________
 JA1862  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 JA1862  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JA1862
 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
 JA1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1862
 JA1862.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1862
 JA1862  NAD 83(1993)-  38 09 59.02151(N)    086 55 36.36746(W) AD(       ) 4
 JA1862  NAD 83(1986)-  38 09 59.02654(N)    086 55 36.36922(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1862.See file dsdata.txt to determine how the superseded data were derived.
 JA1862
 JA1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0641524280(NAD 83)
 JA1862_MARKER: 90 = CHURCH SPIRE
 JA1862
 JA1862  HISTORY     - Date     Condition        Report By
 JA1862  HISTORY     - 1946     FIRST OBSERVED   CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1584 ***********************************************************************
 LA1584  DESIGNATION -  MARION
 LA1584  PID         -  LA1584
 LA1584  STATE/COUNTY-  IN/GRANT
 LA1584  USGS QUAD   -  MARION (1992)
 LA1584
 LA1584                         *CURRENT SURVEY CONTROL
 LA1584  ___________________________________________________________________
 LA1584* NAD 83(1997)-  40 31 21.89973(N)    085 38 25.13810(W)     ADJUSTED  
 LA1584* NAVD 88     -       258.110  (meters)     846.82   (feet)  ADJUSTED  
 LA1584  ___________________________________________________________________
 LA1584  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 LA1584  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 LA1584  DYNAMIC HT  -         257.978 (meters)     846.38  (feet)  COMP
 LA1584  MODELED GRAV-     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
 LA1584.and adjusted by the National Geodetic Survey in June 1991..
 LA1584
 LA1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA1584
 LA1584.The geoid height was determined by GEOID03.
 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;                    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     -  UPLAND MUNICIPAL TANK                    113 10 22.2
 LA1584:UTM  16      -  UPLAND MUNICIPAL TANK                    112 18 23.0
 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
 LA1584.Superseded values are not recommended for survey control.
 LA1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1584.See file dsdata.txt to determine how the superseded data were derived.
 LA1584
 LA1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1517486668(NAD 83)
 LA1584_MARKER: DS = TRIANGULATION STATION DISK
 LA1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1584_STAMPING: MARION 1934
 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             NGS
 LA1584  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LA1584  HISTORY     - 1955     SEE DESCRIPTION  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.
 LA1584'IT IS ABOUT 160 FEET SOUTH OF THE MAIN ENTRANCE TO THE HOSPITAL
 LA1584'GROUNDS, 17 FEET EAST OF HEDGE THAT
 LA1584'ENCLOSES THE GROUNDS ON THE WEST, 30 FEET EAST OF
 LA1584'DEFUNCT INTERURBAN LINE, 44 EAST OF CENTER-LINE OF
 LA1584'IND. HWY. NO. 21, 18 FEET WEST OF WIRE
 LA1584'FENCE, AND 51 FEET WEST OF WEST EDGE OF HOSPITAL DRIVE-WAY.  IT
 LA1584'PROJECTS 8 INCHES.
 LA1584'
 LA1584'AZ. MK. IS APP. 0.3 MILE SOUTH OF STATION, 50 FEET EAST OF
 LA1584'CENTER-LINE OF HWY.
 LA1584'NO. 21, 24 FEET EAST OF HEDGE, 2 FEET NORTH OF HEDGE THAT SURROUNDS
 LA1584'THE T.B. BUILDINGS, 12 FEET SOUTH OF
 LA1584'CENTER-LINE OF DRIVE-WAY, 200 FEET NNW OF NW CORNER OF T.B. WARD.  IT
 LA1584'PROJECTS 8 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
 LA1584'MAPLE, 25 FEET SE OF 24-INCH MAPLE, 35 FEET SSE OF SIGN-HOSPITAL, 3
 LA1584'FEET WEST OF WEST EDGE OF THE
 LA1584'MAIN DRIVE-WAY.  IT IS 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 NATIONAL 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
 LA1584'IN GOOD CONDITION.
 LA1584'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 LA1584'BRONZE DISKS SET IN CONCRETE, NOTES
 LA1584'1B, 7A, AND 11B.  A NEW DESCRIPTION AS TO LOCATION
 LA1584'OF STATION FOLLOWS-
 LA1584'
 LA1584'STATION IS LOCATED IN THE SOUTHEAST PART OF MARION ON THE GROUNDS OF
 LA1584'THE VETERANS HSOPITAL.  IT IS
 LA1584'160 FEET SOUTH OF THE MAIN ENTRANCE TO HOSPITAL, 51 FEET WEST OF WEST
 LA1584'EDGE OF HOSPITAL DRIVE, AND 14 FEET
 LA1584'EAST OF FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 LA1584'DISK IS STAMPED 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,
 LA1584'6 FEET NORTHEAST OF A LAMP POST, AND 3 FEET WEST OF WEST EDGE OF
 LA1584'HOSPITAL DRIVE.  THE MARK IS FLUSH
 LA1584'AND THE 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
 LA1584'PAVED STREET AND 2 FEET EAST OF FENCE.  THE MARK PROJECTS 8 INCHES
 LA1584'AND THE DISK IS STAMPED MARION 11
 LA1584'1934.
 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
 LA1584'HEDGE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MARION
 LA1584'1934.  TO REACH THE AZIMUTH MARK FROM
 LA1584'THE STATION GO SOUTH ALONG INSIDE OF FENCE FOR 0.3 MILE
 LA1584'TO A HEDGE RUNNING EAST AND WEST AND AZIMUTH MARK
 LA1584'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
 LA1584'GOOD CONDITION, THE DESCRIPTION IS ADEQUATE.
 LA1584
 LA1584                          STATION RECOVERY (1961)
 LA1584
 LA1584'RECOVERY NOTE BY THOMAS ENG AND SURV 1961 (HBW)
 LA1584'ALL MARKS WERE FOUND UNDISTURBED.
 LA1584'
 LA1584'THE HEDGE REFERRED TO IN THE AZIMUTH MARK DESCRIPTION IS NO LONGER IN
 LA1584'PLACE.  NO CLOSE IDENTIFIABLE REFERENCE OBJECT IS IN THE VICINITY,
 LA1584'HOWEVER, THE AZIMUTH MARK WAS 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
 LA1584'R. C. BOLSTAD, WITH THE EXCEPTION OF THE AZIMUTH MARK.  A COMPLETE
 LA1584'NEW 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
 LA1584'TO THE CINDERED DRIVE RUNNING EAST AND WEST AND AZIMUTH MARK AS
 LA1584'DESCRIBED.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION
 LA1584'BECAUSE 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 = OCTOBER  6, 2006
 LB2429 ***********************************************************************
 LB2429  DESIGNATION -  MARION
 LB2429  PID         -  LB2429
 LB2429  STATE/COUNTY-  IN/CASS
 LB2429  USGS QUAD   -  LOGANSPORT (1987)
 LB2429
 LB2429                         *CURRENT SURVEY CONTROL
 LB2429  ___________________________________________________________________
 LB2429* NAD 83(1997)-  40 48 02.79277(N)    086 21 34.43811(W)     ADJUSTED  
 LB2429* NAVD 88     -       226.60   (+/-2cm)     743.4    (feet)  VERTCON   
 LB2429  ___________________________________________________________________
 LB2429  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 LB2429  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 LB2429
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2429
 LB2429.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2429
 LB2429.The geoid height was determined by GEOID03.
 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     -   0.99996979  x   1.00000873  =   0.99997852
 LB2429!SPC IN W     -   0.99996979  x   1.00001256  =   0.99998235
 LB2429!UTM  16      -   0.99996979  x   0.99963592  =   0.99960572
 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  NGVD 29 (07/19/86)  226.71   (m)          743.8    (f) LEVELING    3  
 LB2429
 LB2429.Superseded values are not recommended for survey control.
 LB2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2429.See file dsdata.txt to determine how the superseded data were derived.
 LB2429
 LB2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5402316839(NAD 83)
 LB2429_MARKER: DS = TRIANGULATION STATION DISK
 LB2429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA1587 ***********************************************************************
 LA1587  DESIGNATION -  MARION AZ MK
 LA1587  PID         -  LA1587
 LA1587  STATE/COUNTY-  IN/GRANT
 LA1587  USGS QUAD   -  MARION (1992)
 LA1587
 LA1587                         *CURRENT SURVEY CONTROL
 LA1587  ___________________________________________________________________
 LA1587* NAD 83(1986)-  40 31 06.     (N)    085 38 21.     (W)     SCALED    
 LA1587* NAVD 88     -       257.202  (meters)     843.84   (feet)  ADJUSTED  
 LA1587  ___________________________________________________________________
 LA1587  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 LA1587  DYNAMIC HT  -         257.071 (meters)     843.41  (feet)  COMP
 LA1587  MODELED GRAV-     980,107.4   (mgal)                       NAVD 88
 LA1587
 LA1587  VERT ORDER  -  FIRST     CLASS II
 LA1587
 LA1587.The horizontal coordinates were scaled from a topographic map and have
 LA1587.an estimated accuracy of +/- 6 seconds.
 LA1587
 LA1587.The orthometric height was determined by differential leveling
 LA1587.and adjusted by the National Geodetic Survey in June 1991..
 LA1587
 LA1587.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1587.See file dsdata.txt to determine how the superseded data were derived.
 LA1587
 LA1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK152861(NAD 83)
 LA1587_MARKER: DR = REFERENCE MARK DISK
 LA1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1587_STAMPING: MARION AZIMUTH 1934
 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             NGS
 LA1587  HISTORY     - 1977     GOOD             DOD
 LA1587
 LA1587                          STATION DESCRIPTION
 LA1587
 LA1587'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1585 ***********************************************************************
 LA1585  DESIGNATION -  MARION RM 1
 LA1585  PID         -  LA1585
 LA1585  STATE/COUNTY-  IN/GRANT
 LA1585  USGS QUAD   -  MARION (1992)
 LA1585
 LA1585                         *CURRENT SURVEY CONTROL
 LA1585  ___________________________________________________________________
 LA1585* NAD 83(1986)-  40 31 21.     (N)    085 38 25.     (W)     SCALED    
 LA1585* NAVD 88     -       257.803  (meters)     845.81   (feet)  ADJUSTED  
 LA1585  ___________________________________________________________________
 LA1585  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 LA1585  DYNAMIC HT  -         257.672 (meters)     845.38  (feet)  COMP
 LA1585  MODELED GRAV-     980,107.7   (mgal)                       NAVD 88
 LA1585
 LA1585  VERT ORDER  -  FIRST     CLASS II
 LA1585
 LA1585.The horizontal coordinates were scaled from a topographic map and have
 LA1585.an estimated accuracy of +/- 6 seconds.
 LA1585
 LA1585.The orthometric height was determined by differential leveling
 LA1585.and adjusted by the National Geodetic Survey in June 1991..
 LA1585
 LA1585.The geoid height was determined by GEOID03.
 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     -   585,530.      102,240.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1585.See file dsdata.txt to determine how the superseded data were derived.
 LA1585
 LA1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK151866(NAD 83)
 LA1585_MARKER: DR = REFERENCE MARK DISK
 LA1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1585_STAMPING: MARION NO 1 1934
 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             NGS
 LA1585  HISTORY     - 1977     GOOD             DOD
 LA1585
 LA1585                          STATION DESCRIPTION
 LA1585
 LA1585'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1586 ***********************************************************************
 LA1586  DESIGNATION -  MARION RM 2
 LA1586  PID         -  LA1586
 LA1586  STATE/COUNTY-  IN/GRANT
 LA1586  USGS QUAD   -  MARION (1992)
 LA1586
 LA1586                         *CURRENT SURVEY CONTROL
 LA1586  ___________________________________________________________________
 LA1586* NAD 83(1986)-  40 31 21.     (N)    085 38 25.     (W)     SCALED    
 LA1586* NAVD 88     -       258.522  (meters)     848.17   (feet)  ADJUSTED  
 LA1586  ___________________________________________________________________
 LA1586  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 LA1586  DYNAMIC HT  -         258.390 (meters)     847.73  (feet)  COMP
 LA1586  MODELED GRAV-     980,107.7   (mgal)                       NAVD 88
 LA1586
 LA1586  VERT ORDER  -  FIRST     CLASS II
 LA1586
 LA1586.The horizontal coordinates were scaled from a topographic map and have
 LA1586.an estimated accuracy of +/- 6 seconds.
 LA1586
 LA1586.The orthometric height was determined by differential leveling
 LA1586.and adjusted by the National Geodetic Survey in June 1991..
 LA1586
 LA1586.The geoid height was determined by GEOID03.
 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     -   585,530.      102,240.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1586.See file dsdata.txt to determine how the superseded data were derived.
 LA1586
 LA1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK151866(NAD 83)
 LA1586_MARKER: DR = REFERENCE MARK DISK
 LA1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1586_STAMPING: MARION NO II 1934
 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             NGS
 LA1586  HISTORY     - 1977     GOOD             DOD
 LA1586
 LA1586                          STATION DESCRIPTION
 LA1586
 LA1586'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA2194 ***********************************************************************
 LA2194  DESIGNATION -  MARION ST PAULS CATH CH SPIRE
 LA2194  PID         -  LA2194
 LA2194  STATE/COUNTY-  IN/GRANT
 LA2194  USGS QUAD   -  MARION (1992)
 LA2194
 LA2194                         *CURRENT SURVEY CONTROL
 LA2194  ___________________________________________________________________
 LA2194* NAD 83(1997)-  40 33 10.52503(N)    085 39 25.75195(W)     ADJUSTED  
 LA2194* NAVD 88     -                                                        
 LA2194  ___________________________________________________________________
 LA2194  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 LA2194  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 LA2194
 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
 LA2194.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2194
 LA2194.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2194
 LA2194  NAD 83(1995)-  40 33 10.52829(N)    085 39 25.76467(W) AD(       ) 4
 LA2194  NAD 83(1986)-  40 33 10.52842(N)    085 39 25.76538(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2194.See file dsdata.txt to determine how the superseded data were derived.
 LA2194
 LA2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1369789996(NAD 83)
 LA2194
 LA2194  HISTORY     - Date     Condition        Report By
 LA2194  HISTORY     - 1948     MONUMENTED       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 = OCTOBER  6, 2006
 LA2197 ***********************************************************************
 LA2197  DESIGNATION -  MARION VETERANS HOSPITAL STACK
 LA2197  PID         -  LA2197
 LA2197  STATE/COUNTY-  IN/GRANT
 LA2197  USGS QUAD   -  MARION (1992)
 LA2197
 LA2197                         *CURRENT SURVEY CONTROL
 LA2197  ___________________________________________________________________
 LA2197* NAD 83(1997)-  40 31 04.75791(N)    085 38 01.42659(W)     ADJUSTED  
 LA2197* NAVD 88     -                                                        
 LA2197  ___________________________________________________________________
 LA2197  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 LA2197  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 LA2197
 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
 LA2197.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2197
 LA2197.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2197
 LA2197  NAD 83(1995)-  40 31 04.76116(N)    085 38 01.43928(W) AD(       ) 4
 LA2197  NAD 83(1986)-  40 31 04.76137(N)    085 38 01.43995(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2197.See file dsdata.txt to determine how the superseded data were derived.
 LA2197
 LA2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1574086148(NAD 83)
 LA2197
 LA2197  HISTORY     - Date     Condition        Report By
 LA2197  HISTORY     - UNK      MONUMENTED
 LA2197  HISTORY     - 1948     SEE DESCRIPTION  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 = OCTOBER  6, 2006
 KA2021 ***********************************************************************
 KA2021  DESIGNATION -  MARKEY
 KA2021  PID         -  KA2021
 KA2021  STATE/COUNTY-  IN/MONTGOMERY
 KA2021  USGS QUAD   -  LADOGA (1984)
 KA2021
 KA2021                         *CURRENT SURVEY CONTROL
 KA2021  ___________________________________________________________________
 KA2021* NAD 83(1997)-  39 57 07.59175(N)    086 46 24.82412(W)     ADJUSTED  
 KA2021* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 KA2021  ___________________________________________________________________
 KA2021  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 KA2021  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KA2021
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2021
 KA2021.The geoid height was determined by GEOID03.
 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     -   0.99996382  x   0.99997529  =   0.99993912
 KA2021!UTM  16      -   0.99996382  x   0.99960461  =   0.99956845
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2021.See file dsdata.txt to determine how the superseded data were derived.
 KA2021
 KA2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK1934222466(NAD 83)
 KA2021_MARKER: DS = TRIANGULATION STATION DISK
 KA2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA2041 ***********************************************************************
 LA2041  DESIGNATION -  MARKLE
 LA2041  PID         -  LA2041
 LA2041  STATE/COUNTY-  IN/WELLS
 LA2041  USGS QUAD   -  MARKLE (1973)
 LA2041
 LA2041                         *CURRENT SURVEY CONTROL
 LA2041  ___________________________________________________________________
 LA2041* NAD 83(1997)-  40 49 46.96636(N)    085 20 01.77368(W)     ADJUSTED  
 LA2041* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 LA2041  ___________________________________________________________________
 LA2041  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 LA2041  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 LA2041
 LA2041  HORZ ORDER  -  SECOND
 LA2041
 LA2041.The horizontal coordinates were established by classical geodetic methods
 LA2041.and adjusted by the National Geodetic Survey in May 1999..
 LA2041
 LA2041.The orthometric height was scaled from a topographic map.
 LA2041
 LA2041.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2041
 LA2041.The geoid height was determined by GEOID03.
 LA2041
 LA2041;                    North         East     Units Scale Factor Converg.
 LA2041;SPC IN E     -   619,701.372   128,074.645   MT  0.99997636   +0 13 03.4
 LA2041;SPC IN E     - 2,033,136.92    420,191.56   sFT  0.99997636   +0 13 03.4
 LA2041;UTM  16      - 4,521,189.636   640,490.721   MT  0.99984294   +1 05 22.4
 LA2041
 LA2041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2041!SPC IN E     -   0.99996658  x   0.99997636  =   0.99994294
 LA2041!UTM  16      -   0.99996658  x   0.99984294  =   0.99980953
 LA2041
 LA2041|---------------------------------------------------------------------|
 LA2041| PID    Reference Object                     Distance      Geod. Az  |
 LA2041|                                                           dddmmss.s |
 LA2041| CC8876 MARKLE RM 1                          33.580 METERS 12452     |
 LA2041| CC8875 MARKLE AZ MK                                       1280313.2 |
 LA2041| CC8877 MARKLE RM 2                          37.819 METERS 22248     |
 LA2041|---------------------------------------------------------------------|
 LA2041
 LA2041                          SUPERSEDED SURVEY CONTROL
 LA2041
 LA2041  NAD 83(1995)-  40 49 46.96580(N)    085 20 01.78313(W) AD(       ) 2
 LA2041  NAD 83(1986)-  40 49 46.96774(N)    085 20 01.78810(W) AD(       ) 2
 LA2041  NAD 27      -  40 49 46.79700(N)    085 20 01.89090(W) AD(       ) 2
 LA2041
 LA2041.Superseded values are not recommended for survey control.
 LA2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2041.See file dsdata.txt to determine how the superseded data were derived.
 LA2041
 LA2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4049121190(NAD 83)
 LA2041_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2041
 LA2041  HISTORY     - Date     Condition        Report By
 LA2041  HISTORY     - 1948     MONUMENTED       CGS
 LA2041  HISTORY     - 1955     SEE DESCRIPTION  CGS
 LA2041
 LA2041                          STATION DESCRIPTION
 LA2041
 LA2041'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2041'STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF HUNTINGTON IN THE
 LA2041'VILLAGE OF MARKLE.
 LA2041'IT IS 0.1 MILE NORTHEAST OF THE INTERSECTION OF U.S. HIGHWAY NO. 224
 LA2041'AND STATE HIGHWAY NO. 3 AND 122
 LA2041'FEET NORTH OF THE CENTER OF HIGHWAY NO. 224.  THE MARK IS
 LA2041'FLUSH AND THE DISK IS STAMPED MARKLE 1948.
 LA2041'
 LA2041'REFERENCE MARK NO. 1 IS 110.17 FEET SOUTHEAST OF THE STATION.  IT IS
 LA2041'47 FEET NORTH OF THE CENTER OF
 LA2041'HIGHWAY NO. 224, 3 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT WEST
 LA2041'OF A TELEPHONE POLE.  THE MARK IS
 LA2041'FLUSH AND THE DISK IS STAMPED MARKLE NO 1 1948.
 LA2041'
 LA2041'REFERENCE MARK NO. 2 IS 124.08 FEET SOUTHWEST OF THE STATION.  IT IS
 LA2041'42 FEET NORTH OF THE CENTER OF
 LA2041'HIGHWAY NO. 224 AND 13 FEET EAST OF THE CENTER OF GRAVEL ROAD.  THE
 LA2041'MARK PROJECTS 4 INCHES AND THE DISK IS
 LA2041'STAMPED MARKLE NO 2 1948.
 LA2041'
 LA2041'AZIMUTH MARK IS 0.5 MILE SOUTHEAST OF THE STATION.  IT IS 14 FEET
 LA2041'EAST OF THE CENTER OF GRAVEL
 LA2041'ROAD, 2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A
 LA2041'TELEPHONE POLE.  THE MARK
 LA2041'PROJECTS 8 INCHES AND THE DISK IS STAMPED MARKLE 1948.
 LA2041'
 LA2041'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON U.S. HIGHWAY
 LA2041'NO. 224 FOR 0.3 MILE TO A
 LA2041'GRAVEL CROSSROAD, TURN RIGHT AND GO SOUTH ON GRAVEL ROAD FOR 0.3 MILE
 LA2041'TO THE AZIMUTH MARK ON THE LEFT
 LA2041'AS DESCRIBED.
 LA2041'
 LA2041'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LA2041
 LA2041                          STATION RECOVERY (1955)
 LA2041
 LA2041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2041'THE AZIMUTH AND THE TWO REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 LA2041'THE STATION MARK IS NOW UNDER
 LA2041'THE CONCRETE FLOOR OF A GARAGE.  THE TWO REFERENCE MARKS AND THE
 LA2041'AZIMUTH MARK WERE DESTROYED BY THIS
 LA2041'PARTY.  A COMPLETE NEW STATION WAS ESTABLISHED
 LA2041'ABOUT 400 FEET EAST OF THE ORIGINAL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2042 ***********************************************************************
 LA2042  DESIGNATION -  MARKLE 2
 LA2042  PID         -  LA2042
 LA2042  STATE/COUNTY-  IN/WELLS
 LA2042  USGS QUAD   -  MARKLE (1973)
 LA2042
 LA2042                         *CURRENT SURVEY CONTROL
 LA2042  ___________________________________________________________________
 LA2042* NAD 83(1997)-  40 49 47.56121(N)    085 19 57.95479(W)     ADJUSTED  
 LA2042* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 LA2042  ___________________________________________________________________
 LA2042  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 LA2042  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 LA2042
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2042
 LA2042.The geoid height was determined by GEOID03.
 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     -   0.99996658  x   0.99997643  =   0.99994301
 LA2042!UTM  16      -   0.99996658  x   0.99984325  =   0.99980984
 LA2042
 LA2042:                Primary Azimuth Mark                     Grid Az
 LA2042:SPC IN E     -  BLUFFTON CITY WATER WORKS STK            125 30 02.1
 LA2042:UTM  16      -  BLUFFTON CITY WATER WORKS STK            124 37 43.1
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2042.See file dsdata.txt to determine how the superseded data were derived.
 LA2042
 LA2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4058021210(NAD 83)
 LA2042_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2042_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 LA2042'SETTLEMENT OF MARKLE.  THE MARK IS EAST OF A STANDARD OIL COMPANY
 LA2042'BULK PLANT, 135 FEET NORTH OF THE
 LA2042'CENTER OF U.S. HIGHWAY 224, 54 FEET WEST-NORTHWEST
 LA2042'OF THE SOUTHWEST CORNER OF AN ANHYDROUS AMMONIA
 LA2042'LOADING PLANT BUILDING, 13 FEET SOUTHEAST
 LA2042'OF A FENCE CORNER, 9 FEET EAST OF A WHITE 4 IN BY 4 IN WITNESS
 LA2042'POST AND WIRE FENCE, AND ON LAND
 LA2042'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
 LA2042'EAST ON U.S. HIGHWAY 224 FOR 0.25 MILE TO THE STATION ON THE LEFT AS
 LA2042'DESCRIBED.
 LA2042'
 LA2042'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE HIGHWAY
 LA2042'FOR 0.25 MILE TO THE JUNCTION
 LA2042'OF STATE HIGHWAY 3, TURN LEFT (SOUTH) AND FOLLOW STATE HIGHWAY 3 FOR
 LA2042'0.35 MILE TO THE JUNCTION OF STATE
 LA2042'HIGHWAY 116, TURN LEFT (EAST) AND FOLLOW STATE
 LA2042'HIGHWAY 116 FOR 0.45 MILE TO THE MARK ON THE LEFT AS
 LA2042'DESCRIBED BELOW.
 LA2042'
 LA2042'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND THE
 LA2042'DISK 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
 LA2042'SOUTHEAST CORNER OF THE STANDARD OIL COMPANY BUILDING AND 0.5 FEET
 LA2042'NORTH OF A WIRE FENCE.  THE MARK
 LA2042'IS FLUSH WITH THE SURFACE OF THE GROUND, AND THE DISK IS STAMPED
 LA2042'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
 LA2042'EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF AN OUT-HOUSE.  THE MARK
 LA2042'PROJECTS 5 INCHES, AND THE
 LA2042'DISK IS STAMPED MARKLE 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
 LA2042'IN BY 4 IN WITNESS POST AND 0.5 FEET NORTH OF A WIRE FENCE.  THE MARK
 LA2042'PROJECTS 5 INCHES, AND THE DISK IS
 LA2042'STAMPED 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
 LA2042'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 = OCTOBER  6, 2006
 ME2241 ***********************************************************************
 ME2241  DESIGNATION -  MARQUETTE
 ME2241  PID         -  ME2241
 ME2241  STATE/COUNTY-  IN/ST JOSEPH
 ME2241  USGS QUAD   -  SOUTH BEND WEST (1986)
 ME2241
 ME2241                         *CURRENT SURVEY CONTROL
 ME2241  ___________________________________________________________________
 ME2241* NAD 83(1997)-  41 42 16.45018(N)    086 16 36.72211(W)     ADJUSTED  
 ME2241* NAVD 88     -       214.     (meters)     702.     (feet)  SCALED    
 ME2241  ___________________________________________________________________
 ME2241  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 ME2241  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 ME2241
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2241
 ME2241.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2241.See file dsdata.txt to determine how the superseded data were derived.
 ME2241
 ME2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6016517228(NAD 83)
 ME2241_MARKER: DS = TRIANGULATION STATION DISK
 ME2241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2241'GOOD.
 ME2241'
 ME2241'REFERENCE MARK DISTANCES ARE REVERSED.
 ME2241'SHOULD BE- RM 1
 ME2241'97.53 FEET RM 2 83.18 FEET
 ME2241'
 ME2241'NO SEARCH WAS MADE FOR THE AZIMUTH 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 = OCTOBER  6, 2006
 HA1722 ***********************************************************************
 HA1722  DESIGNATION -  MARRS
 HA1722  PID         -  HA1722
 HA1722  STATE/COUNTY-  IN/POSEY
 HA1722  USGS QUAD   -  CABORN (1978)
 HA1722
 HA1722                         *CURRENT SURVEY CONTROL
 HA1722  ___________________________________________________________________
 HA1722* NAD 83(1997)-  37 55 25.76829(N)    087 45 44.20924(W)     ADJUSTED  
 HA1722* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 HA1722  ___________________________________________________________________
 HA1722  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 HA1722  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 HA1722
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1722
 HA1722.The geoid height was determined by GEOID03.
 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     -   0.99998647  x   1.00001054  =   0.99999701
 HA1722!SPC KY1Z     -   0.99998647  x   0.99990528  =   0.99989175
 HA1722!SPC KY S     -   0.99998647  x   0.99999828  =   0.99998475
 HA1722!UTM  16      -   0.99998647  x   0.99965528  =   0.99964176
 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(1993)-  37 55 25.76829(N)    087 45 44.20924(W) AD(       ) 3
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1722.See file dsdata.txt to determine how the superseded data were derived.
 HA1722
 HA1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG3300497637(NAD 83)
 HA1722_MARKER: DS = TRIANGULATION STATION DISK
 HA1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1722_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2333 ***********************************************************************
 ME2333  DESIGNATION -  MARSH
 ME2333  PID         -  ME2333
 ME2333  STATE/COUNTY-  IN/MARSHALL
 ME2333  USGS QUAD   -  PLYMOUTH (1980)
 ME2333
 ME2333                         *CURRENT SURVEY CONTROL
 ME2333  ___________________________________________________________________
 ME2333* NAD 83(1997)-  41 18 18.52888(N)    086 21 27.75145(W)     ADJUSTED  
 ME2333* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 ME2333  ___________________________________________________________________
 ME2333  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 ME2333  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 ME2333
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2333
 ME2333.The geoid height was determined by GEOID03.
 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     -   0.99996657  x   1.00000787  =   0.99997444
 ME2333!SPC IN W     -   0.99996657  x   1.00001209  =   0.99997866
 ME2333!UTM  16      -   0.99996657  x   0.99963558  =   0.99960216
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2333.See file dsdata.txt to determine how the superseded data were derived.
 ME2333
 ME2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5376872831(NAD 83)
 ME2333_MARKER: DS = TRIANGULATION STATION DISK
 ME2333_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 ME2333_STAMPING: MARSH 1952
 ME2333_MARK LOGO: CGS   
 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
 ME2333'ABOUT 4 MILES SOUTHWEST OF PLYMOUTH.  IT IS 128 FEET WEST OF THE
 ME2333'CROSSING OF A GRAVEL ROAD AND THE
 ME2333'RAILROAD TRACKS, 69 FEET WEST OF A FENCE CORNER AND
 ME2333'7 FEET SOUTH OF A WHITE WITNESS POST AND FENCE LINE.
 ME2333'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
 ME2333'FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 ME2333'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
 ME2333'TRACKS AND 5 FEET EAST OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES
 ME2333'AND THE DISK IS STAMPED TWIN 1920
 ME2333'1952.
 ME2333'
 ME2333'AZIMUTH MARK IS 21 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS,
 ME2333'21 FEET NORTH OF THE
 ME2333'CENTER OF A PAVED ROAD, 2 FEET WEST OF A TELEPHONE POLE AND 2 FEET
 ME2333'NORTHEAST OF A WHITE WITNESS POST.
 ME2333'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 ME2333'MARSH 1952.
 ME2333'
 ME2333'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE
 ME2333'HIGHWAY 17 IN PLYMOUTH, GO
 ME2333'WEST AND SOUTH ON HIGHWAY 17 FOR 1.8 MILES TO A PAVED ROAD LEFT.
 ME2333'TURN LEFT AND GO SOUTH ON A PAVED
 ME2333'ROAD FOR 2.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON
 ME2333'PAVED ROAD FOR 1.0 MILE TO A CROSSROAD*.
 ME2333'TURN RIGHT AND GO NORTH ON A GRAVEL ROAD FOR
 ME2333'0.1 MILE TO WHERE THE GRAVEL ROAD CROSSES THE RAILROAD
 ME2333'TRACKS AND THE STATION ON THE
 ME2333'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
 ME2333'RAILROAD TRACKS AND THE MARK ON THE RIGHT AS 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
 ME2333'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 ME2333'AZIMUTH MARK IS NOT VISIBLE GROUND TO GROUND.  DUE TO SOME ROAD
 ME2333'CHANGES A NEW 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
 ME2333'MARSH 1952.  THE ANGLE BETWEEN TWIN 1920 1952 AND RM 1 AND THE
 ME2333'DISTANCE 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
 ME2333'FOR 1.8 MILES TO A PAVED ROAD LEFT.  TURN LEFT ON PAVED ROAD AND GO
 ME2333'SOUTH FOR 2.0 MILES TO A CROSSROAD.  TURN RIGHT GO WEST ON A PAVED
 ME2333'ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A
 ME2333'PAVED ROAD FOR 0.1 MILE TO WHERE ROAD CROSSES RAIL ROAD TRACK AND
 ME2333'STATION AS DESCRIBED.
 ME2333'
 ME2333'TWIN 1920 1952 IS 33 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD,
 ME2333'9 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
 ME2333'1952.
 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
 ME2333'NO 1 1952.
 ME2333'
 ME2333'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE PAVED
 ME2333'ROAD FOR 0.4 MILE TO THE CROSSING OF THE RAIL ROAD TRACKS AND THE
 ME2333'MARK AS DESCRIBED.  IT IS 21 FEET EAST OF THE EASTRAIL OF THE RAIL
 ME2333'ROAD TRACK, 21 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT
 ME2333'NORTHWEST OF A 2 INCH PIPE WITH A BEND AT THE TOP AND ABOUT 4
 ME2333'FEET HIGH.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 ME2333'STAMPED MARSH 1952.
 ME2333'
 ME2333'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTHWEST
 ME2333'OF 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. STATION IS LOCATED
 ME2333'ON PROPERTY OF MR BUD BROWN WHO LIVES AT THE STATION AND ABOUT 4 MILES
 ME2333'(6.4 KM) SOUTH OF PLYMOUTH.  TO REACH THE STATION FROM THE JUNCTION OF
 ME2333'U.S HIGHWAY 31 AND STATE HIGHWAY 17 IN PLYMOUTH, GO WEST AND SOUTH ON
 ME2333'HIGHWAY 17 FOR 2.88 KM, (1.80 MI) 1.8 MILES (2.9 KM) TO A PAVED ROAD
 ME2333'LEFT, S OLIVE RD.  TURN LEFT AND GO SOUTH ON S OLIVE RD FOR 3.2 KM,
 ME2333'(2.00 MI) 2.0 MILES (3.2 KM) TO A CROSSROAD, E 12TH RD.  TURN RIGHT
 ME2333'AND GO WEST ON E 12TH RD FOR 1.6 KM, (1.00 MI) 1 MILE (1.6 KM) TO A
 ME2333'CROSSROAD, PEAR RD.  TURN RIGHT AND GO NORTH ON PEAR RD FOR 0.08 KM,
 ME2333'(0.05 MI) 0.05 MILE (0.08 KM) TO STATION ON LEFT OUT IN CULTIVATED
 ME2333'FIELD.  THE STATION IS A STANDARD NGS DISK STAMPED,---MARSH 1952---,
 ME2333'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, RECESSED 14 INCHES (35
 ME2333'CM) 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.  A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION TWIN
 ME2333'2 1985 USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0261 ***********************************************************************
 ME0261  FBN         -  This is a Federal Base Network Control Station.
 ME0261  DESIGNATION -  MARSHALL
 ME0261  PID         -  ME0261
 ME0261  STATE/COUNTY-  IN/MARSHALL
 ME0261  USGS QUAD   -  PLYMOUTH (1980)
 ME0261
 ME0261                         *CURRENT SURVEY CONTROL
 ME0261  ___________________________________________________________________
 ME0261* NAD 83(1997)-  41 19 55.54845(N)    086 16 04.38600(W)     ADJUSTED  
 ME0261* NAVD 88     -       254.698  (meters)     835.62   (feet)  ADJUSTED  
 ME0261  ___________________________________________________________________
 ME0261  X           -     312,210.745 (meters)                     COMP
 ME0261  Y           -  -4,786,307.826 (meters)                     COMP
 ME0261  Z           -   4,190,333.783 (meters)                     COMP
 ME0261  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 ME0261  ELLIP HEIGHT-         220.89  (meters)          (04/10/98) GPS OBS
 ME0261  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0261  DYNAMIC HT  -         254.591 (meters)     835.27  (feet)  COMP
 ME0261  MODELED GRAV-     980,195.3   (mgal)                       NAVD 88
 ME0261
 ME0261  HORZ ORDER  -  B
 ME0261  VERT ORDER  -  FIRST     CLASS I
 ME0261  ELLP ORDER  -  FOURTH    CLASS I
 ME0261
 ME0261.The horizontal coordinates were established by GPS observations
 ME0261.and adjusted by the National Geodetic Survey in April 1998..
 ME0261
 ME0261.The orthometric height was determined by differential leveling
 ME0261.and adjusted by the National Geodetic Survey in June 1991..
 ME0261
 ME0261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME0261
 ME0261.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME0261
 ME0261.The ellipsoidal height was determined by GPS observations
 ME0261.and is referenced to NAD 83.
 ME0261
 ME0261.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 ME0261;SPC IN E     -   675,613.067    49,672.688   MT  0.99999783   -0 23 49.4
 ME0261;SPC IN E     - 2,216,573.87    162,967.81   sFT  0.99999783   -0 23 49.4
 ME0261;UTM  16      - 4,575,882.518   561,262.124   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  =   0.99961156
 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                                     0794857.7 |
 ME0261| ME0262 MARSHALL RM 2                        24.345 METERS 16802     |
 ME0261| ME2296 ARGOS MUNICIPAL TANK                APPROX.10.8 KM 1703949.7 |
 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 2815208.3 |
 ME0261| ME2335 PLYMOUTH CO CTHSE CLOCK TOWER       APPROX. 3.9 KM 2894328.7 |
 ME0261|---------------------------------------------------------------------|
 ME0261
 ME0261                          SUPERSEDED SURVEY CONTROL
 ME0261
 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 (04/10/98)  254.70   (m)          835.6    (f) LEVELING    3  
 ME0261  NGVD 29 (01/19/93)  254.820  (m)          836.02   (f) ADJUSTED    1 1
 ME0261
 ME0261.Superseded values are not recommended for survey control.
 ME0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0261.See file dsdata.txt to determine how the superseded data were derived.
 ME0261
 ME0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6126275883(NAD 83)
 ME0261_MARKER: DS = TRIANGULATION STATION DISK
 ME0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0261_SP_SET: CONCRETE POST
 ME0261_STAMPING: MARSHALL 1952
 ME0261_MARK LOGO: CGS   
 ME0261_PROJECTION: RECESSED 2 CENTIMETERS
 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 - February 17, 2006
 ME0261
 ME0261  HISTORY     - Date     Condition        Report By
 ME0261  HISTORY     - 1952     MONUMENTED       CGS
 ME0261  HISTORY     - 1958     GOOD             CGS
 ME0261  HISTORY     - 1968     GOOD             NGS
 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             EVANS
 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
 ME0261'ABOUT 2 MILES EAST OF PLYMOUTH.  IT IS 148 FEET SOUTH OF THE
 ME0261'SOUTHEAST CORNER OF THE COUNTY HOME
 ME0261'BARN, 111 FEET NORTH OF THE CENTER OF THE HIGHWAY, 50 FEET
 ME0261'NORTH OF A TELEPHONE POLE AND 34 FEET WEST
 ME0261'OF THE CENTER OF A GRAVEL DRIVEWAY.  THE
 ME0261'MARK IS FLUSH AND THE DISK IS STAMPED MARSHALL 1952.
 ME0261'
 ME0261'REFERENCE MARK NO. 1 IS 51 FEET EAST OF THE CENTER OF THE DRIVEWAY
 ME0261'AND 1 FOOT SOUTH OF A
 ME0261'FENCE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED
 ME0261'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
 ME0261'DRILL HOLE IN THE WEST END OF A CONCRETE ABUTMENT OF A CULVERT AND IT
 ME0261'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
 ME0261'POST, 1 FOOT NORTH OF A POWER POLE AND 1 FOOT EAST OF A FENCE.  THE
 ME0261'MARK PROJECTS ABOUT 6 INCHES AND
 ME0261'THE DISK IS 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
 ME0261'CROSSROAD.  TURN LEFT ON GRAVEL ROAD AND GO NORTH FOR 0.15 MILE TO
 ME0261'THE MARK ON THE LEFT AS
 ME0261'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
 ME0261'CONDITION.  THE DESCRIPTION
 ME0261'IS ADEQUATE.
 ME0261
 ME0261                          STATION RECOVERY (1968)
 ME0261
 ME0261'RECOVERY NOTE BY NATIONAL 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
 ME0261'DIRECTION TO REFERENCE MARK 2 WAS FOUND TO BE LESS BY 1 MINUTE 8
 ME0261'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 + ASSOC 2006 (CF)
 ME0261'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1759 ***********************************************************************
 JZ1759  FBN         -  This is a Federal Base Network Control Station.
 JZ1759  DESIGNATION -  MARSHALL
 JZ1759  PID         -  JZ1759
 JZ1759  STATE/COUNTY-  IN/FAYETTE
 JZ1759  USGS QUAD   -  NEW SALEM (1993)
 JZ1759
 JZ1759                         *CURRENT SURVEY CONTROL
 JZ1759  ___________________________________________________________________
 JZ1759* NAD 83(1997)-  39 37 12.65419(N)    085 15 54.15241(W)     ADJUSTED  
 JZ1759* NAVD 88     -       357.555  (meters)    1173.08   (feet)  ADJUSTED  
 JZ1759  ___________________________________________________________________
 JZ1759  X           -     406,125.523 (meters)                     COMP
 JZ1759  Y           -  -4,903,165.701 (meters)                     COMP
 JZ1759  Z           -   4,045,796.600 (meters)                     COMP
 JZ1759  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 JZ1759  ELLIP HEIGHT-         322.97  (meters)          (01/19/05) GPS OBS
 JZ1759  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ1759  DYNAMIC HT  -         357.339 (meters)    1172.37  (feet)  COMP
 JZ1759  MODELED GRAV-     980,012.1   (mgal)                       NAVD 88
 JZ1759
 JZ1759  HORZ ORDER  -  A
 JZ1759  VERT ORDER  -  SECOND    CLASS 0
 JZ1759  ELLP ORDER  -  FOURTH    CLASS I
 JZ1759
 JZ1759.The horizontal coordinates were established by GPS observations
 JZ1759.and adjusted by the National Geodetic Survey in January 2005..
 JZ1759
 JZ1759.The orthometric height was determined by differential leveling
 JZ1759.and adjusted by the National Geodetic Survey in June 1991..
 JZ1759.WARNING-GPS observations at this control monument resulted in a GPS
 JZ1759.derived orthometric height which differed from the leveled height by
 JZ1759.more than one decimeter (0.1 meter).
 JZ1759
 JZ1759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ1759
 JZ1759.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ1759
 JZ1759.The ellipsoidal height was determined by GPS observations
 JZ1759.and is referenced to NAD 83.
 JZ1759
 JZ1759.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JZ1759;SPC IN E     -   485,424.518   134,484.416   MT  0.99998130   +0 15 22.0
 JZ1759;SPC IN E     - 1,592,596.94    441,220.95   sFT  0.99998130   +0 15 22.0
 JZ1759;UTM  16      - 4,387,040.516   648,917.020   MT  0.99987303   +1 06 23.7
 JZ1759
 JZ1759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1759!SPC IN E     -   0.99994933  x   0.99998130  =   0.99993063
 JZ1759!UTM  16      -   0.99994933  x   0.99987303  =   0.99982237
 JZ1759
 JZ1759:                Primary Azimuth Mark                     Grid Az
 JZ1759:SPC IN E     -  MARSHALL AZ MK                           054 44 02.6
 JZ1759:UTM  16      -  MARSHALL AZ MK                           053 53 00.9
 JZ1759
 JZ1759|---------------------------------------------------------------------|
 JZ1759| PID    Reference Object                     Distance      Geod. Az  |
 JZ1759|                                                           dddmmss.s |
 JZ1759| JZ1761 MARSHALL AZ MK                                     0545924.6 |
 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(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  NGVD 29 (??/??/92)  357.684  (m)         1173.50   (f) ADJ UNCH    2 0
 JZ1759
 JZ1759.Superseded values are not recommended for survey control.
 JZ1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1759.See file dsdata.txt to determine how the superseded data were derived.
 JZ1759
 JZ1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4891787041(NAD 83)
 JZ1759_MARKER: DS = TRIANGULATION STATION DISK
 JZ1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1759_STAMPING: MARSHALL 1939
 JZ1759_MARK LOGO: CGS   
 JZ1759_PROJECTION: RECESSED 5 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 - January 16, 2004
 JZ1759
 JZ1759  HISTORY     - Date     Condition        Report By
 JZ1759  HISTORY     - 1939     MONUMENTED       CGS
 JZ1759  HISTORY     - 1940     GOOD             SCS
 JZ1759  HISTORY     - 1947     GOOD             NGS
 JZ1759  HISTORY     - 1948     GOOD             CGS
 JZ1759  HISTORY     - 1953     GOOD             USGS
 JZ1759  HISTORY     - 20030626 GOOD             LOCENG
 JZ1759  HISTORY     - 20040116 GOOD             INDIV
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0259 ***********************************************************************
 ME0259  DESIGNATION -  MARSHALL AZ MK
 ME0259  PID         -  ME0259
 ME0259  STATE/COUNTY-  IN/MARSHALL
 ME0259  USGS QUAD   -  PLYMOUTH (1980)
 ME0259
 ME0259                         *CURRENT SURVEY CONTROL
 ME0259  ___________________________________________________________________
 ME0259* NAD 83(1986)-  41 19 55.     (N)    086 15 40.     (W)     SCALED    
 ME0259* NAVD 88     -       254.001  (meters)     833.33   (feet)  ADJUSTED  
 ME0259  ___________________________________________________________________
 ME0259  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0259  DYNAMIC HT  -         253.894 (meters)     832.98  (feet)  COMP
 ME0259  MODELED GRAV-     980,194.7   (mgal)                       NAVD 88
 ME0259
 ME0259  VERT ORDER  -  FIRST     CLASS I
 ME0259
 ME0259.The horizontal coordinates were scaled from a topographic map and have
 ME0259.an estimated accuracy of +/- 6 seconds.
 ME0259
 ME0259.The orthometric height was determined by differential leveling
 ME0259.and adjusted by the National Geodetic Survey in June 1991..
 ME0259
 ME0259.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0259.See file dsdata.txt to determine how the superseded data were derived.
 ME0259
 ME0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL618758(NAD 83)
 ME0259_MARKER: DZ = AZIMUTH MARK DISK
 ME0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0259_SP_SET: CONCRETE POST
 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             NGS
 ME0259  HISTORY     - 1984     GOOD             INDNR
 ME0259  HISTORY     - 1990     GOOD             USPSQD
 ME0259  HISTORY     - 19920831 GOOD             NGS
 ME0259
 ME0259                          STATION DESCRIPTION
 ME0259
 ME0259'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1761 ***********************************************************************
 JZ1761  DESIGNATION -  MARSHALL AZ MK
 JZ1761  PID         -  JZ1761
 JZ1761  STATE/COUNTY-  IN/FAYETTE
 JZ1761  USGS QUAD   -  NEW SALEM (1993)
 JZ1761
 JZ1761                         *CURRENT SURVEY CONTROL
 JZ1761  ___________________________________________________________________
 JZ1761* NAD 83(1986)-  39 37 18.     (N)    085 15 42.     (W)     SCALED    
 JZ1761* NAVD 88     -       355.659  (meters)    1166.86   (feet)  ADJUSTED  
 JZ1761  ___________________________________________________________________
 JZ1761  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ1761  DYNAMIC HT  -         355.444 (meters)    1166.15  (feet)  COMP
 JZ1761  MODELED GRAV-     980,012.4   (mgal)                       NAVD 88
 JZ1761
 JZ1761  VERT ORDER  -  SECOND    CLASS 0
 JZ1761
 JZ1761.The horizontal coordinates were scaled from a topographic map and have
 JZ1761.an estimated accuracy of +/- 6 seconds.
 JZ1761
 JZ1761.The orthometric height was determined by differential leveling
 JZ1761.and adjusted by the National Geodetic Survey in June 1991..
 JZ1761
 JZ1761.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1761.See file dsdata.txt to determine how the superseded data were derived.
 JZ1761
 JZ1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ492872(NAD 83)
 JZ1761_MARKER: DZ = AZIMUTH MARK DISK
 JZ1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1761_STAMPING: MARSHALL 1939
 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             NGS
 JZ1761
 JZ1761                          STATION DESCRIPTION
 JZ1761
 JZ1761'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0260 ***********************************************************************
 ME0260  DESIGNATION -  MARSHALL RM 1
 ME0260  PID         -  ME0260
 ME0260  STATE/COUNTY-  IN/MARSHALL
 ME0260  USGS QUAD   -  PLYMOUTH (1980)
 ME0260
 ME0260                         *CURRENT SURVEY CONTROL
 ME0260  ___________________________________________________________________
 ME0260* NAD 83(1986)-  41 19 55.     (N)    086 16 03.     (W)     SCALED    
 ME0260* NAVD 88     -       255.047  (meters)     836.77   (feet)  ADJUSTED  
 ME0260  ___________________________________________________________________
 ME0260  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0260  DYNAMIC HT  -         254.939 (meters)     836.41  (feet)  COMP
 ME0260  MODELED GRAV-     980,195.3   (mgal)                       NAVD 88
 ME0260
 ME0260  VERT ORDER  -  FIRST     CLASS I
 ME0260
 ME0260.The horizontal coordinates were scaled from a topographic map and have
 ME0260.an estimated accuracy of +/- 6 seconds.
 ME0260
 ME0260.The orthometric height was determined by differential leveling
 ME0260.and adjusted by the National Geodetic Survey in April 1995..
 ME0260
 ME0260.The geoid height was determined by GEOID03.
 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     -   675,600.       49,710.      MT  (+/- 180 meters Scaled)
 ME0260
 ME0260                          SUPERSEDED SURVEY CONTROL
 ME0260
 ME0260  NAVD 88 (06/15/91)  255.049  (m)          836.77   (f) UNKNOWN     1 1
 ME0260  NGVD 29 (01/19/93)  255.172  (m)          837.18   (f) ADJUSTED    1 1
 ME0260
 ME0260.Superseded values are not recommended for survey control.
 ME0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0260.See file dsdata.txt to determine how the superseded data were derived.
 ME0260
 ME0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL612758(NAD 83)
 ME0260_MARKER: DR = REFERENCE MARK DISK
 ME0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0260_SP_SET: CONCRETE POST
 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             NGS
 ME0260  HISTORY     - 1984     GOOD             INDNR
 ME0260  HISTORY     - 1990     GOOD             USPSQD
 ME0260  HISTORY     - 19920909 GOOD             NGS
 ME0260
 ME0260                          STATION DESCRIPTION
 ME0260
 ME0260'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1760 ***********************************************************************
 JZ1760  DESIGNATION -  MARSHALL RM 1
 JZ1760  PID         -  JZ1760
 JZ1760  STATE/COUNTY-  IN/FAYETTE
 JZ1760  USGS QUAD   -  NEW SALEM (1993)
 JZ1760
 JZ1760                         *CURRENT SURVEY CONTROL
 JZ1760  ___________________________________________________________________
 JZ1760* NAD 83(1986)-  39 37 12.     (N)    085 15 54.     (W)     SCALED    
 JZ1760* NAVD 88     -       357.141  (meters)    1171.72   (feet)  ADJUSTED  
 JZ1760  ___________________________________________________________________
 JZ1760  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ1760  DYNAMIC HT  -         356.926 (meters)    1171.01  (feet)  COMP
 JZ1760  MODELED GRAV-     980,012.1   (mgal)                       NAVD 88
 JZ1760
 JZ1760  VERT ORDER  -  SECOND    CLASS 0
 JZ1760
 JZ1760.The horizontal coordinates were scaled from a topographic map and have
 JZ1760.an estimated accuracy of +/- 6 seconds.
 JZ1760
 JZ1760.The orthometric height was determined by differential leveling
 JZ1760.and adjusted by the National Geodetic Survey in June 1991..
 JZ1760
 JZ1760.The geoid height was determined by GEOID03.
 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     -   485,400.      134,490.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1760.See file dsdata.txt to determine how the superseded data were derived.
 JZ1760
 JZ1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ489870(NAD 83)
 JZ1760_MARKER: DR = REFERENCE MARK DISK
 JZ1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1760_STAMPING: MARSHALL NO 1 1939
 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             NGS
 JZ1760
 JZ1760                          STATION DESCRIPTION
 JZ1760
 JZ1760'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0262 ***********************************************************************
 ME0262  DESIGNATION -  MARSHALL RM 2
 ME0262  PID         -  ME0262
 ME0262  STATE/COUNTY-  IN/MARSHALL
 ME0262  USGS QUAD   -  PLYMOUTH (1980)
 ME0262
 ME0262                         *CURRENT SURVEY CONTROL
 ME0262  ___________________________________________________________________
 ME0262* NAD 83(1986)-  41 19 55.     (N)    086 16 03.     (W)     SCALED    
 ME0262* NAVD 88     -       254.802  (meters)     835.96   (feet)  ADJUSTED  
 ME0262  ___________________________________________________________________
 ME0262  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0262  DYNAMIC HT  -         254.694 (meters)     835.61  (feet)  COMP
 ME0262  MODELED GRAV-     980,195.3   (mgal)                       NAVD 88
 ME0262
 ME0262  VERT ORDER  -  FIRST     CLASS I
 ME0262
 ME0262.The horizontal coordinates were scaled from a topographic map and have
 ME0262.an estimated accuracy of +/- 6 seconds.
 ME0262
 ME0262.The orthometric height was determined by differential leveling
 ME0262.and adjusted by the National Geodetic Survey in June 1991..
 ME0262
 ME0262.The geoid height was determined by GEOID03.
 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     -   675,600.       49,710.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0262.See file dsdata.txt to determine how the superseded data were derived.
 ME0262
 ME0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL612758(NAD 83)
 ME0262_MARKER: DR = REFERENCE MARK DISK
 ME0262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0262_SP_SET: CULVERT
 ME0262_STAMPING: MARSHALL NO 2 1952
 ME0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0262
 ME0262  HISTORY     - Date     Condition        Report By
 ME0262  HISTORY     - 1952     MONUMENTED       CGS
 ME0262  HISTORY     - 1968     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 JZ1758 ***********************************************************************
 JZ1758  DESIGNATION -  MARSHALL RM 2
 JZ1758  PID         -  JZ1758
 JZ1758  STATE/COUNTY-  IN/FAYETTE
 JZ1758  USGS QUAD   -  NEW SALEM (1993)
 JZ1758
 JZ1758                         *CURRENT SURVEY CONTROL
 JZ1758  ___________________________________________________________________
 JZ1758* NAD 83(1986)-  39 37 12.     (N)    085 15 54.     (W)     SCALED    
 JZ1758* NAVD 88     -       357.362  (meters)    1172.45   (feet)  ADJUSTED  
 JZ1758  ___________________________________________________________________
 JZ1758  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ1758  DYNAMIC HT  -         357.146 (meters)    1171.74  (feet)  COMP
 JZ1758  MODELED GRAV-     980,012.1   (mgal)                       NAVD 88
 JZ1758
 JZ1758  VERT ORDER  -  SECOND    CLASS 0
 JZ1758
 JZ1758.The horizontal coordinates were scaled from a topographic map and have
 JZ1758.an estimated accuracy of +/- 6 seconds.
 JZ1758
 JZ1758.The orthometric height was determined by differential leveling
 JZ1758.and adjusted by the National Geodetic Survey in June 1991..
 JZ1758
 JZ1758.The geoid height was determined by GEOID03.
 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     -   485,400.      134,490.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1758.See file dsdata.txt to determine how the superseded data were derived.
 JZ1758
 JZ1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ489870(NAD 83)
 JZ1758_MARKER: DR = REFERENCE MARK DISK
 JZ1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1758_STAMPING: MARSHALL NO 2 1939
 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             NGS
 JZ1758
 JZ1758                          STATION DESCRIPTION
 JZ1758
 JZ1758'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME3394 ***********************************************************************
 ME3394  DESIGNATION -  MARSHALL RM 3
 ME3394  PID         -  ME3394
 ME3394  STATE/COUNTY-  IN/MARSHALL
 ME3394  USGS QUAD   -  PLYMOUTH (1980)
 ME3394
 ME3394                         *CURRENT SURVEY CONTROL
 ME3394  ___________________________________________________________________
 ME3394* NAD 83(1986)-  41 19 54.     (N)    086 16 04.     (W)     SCALED    
 ME3394* NAVD 88     -       254.597  (meters)     835.29   (feet)  ADJUSTED  
 ME3394  ___________________________________________________________________
 ME3394  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME3394  DYNAMIC HT  -         254.490 (meters)     834.94  (feet)  COMP
 ME3394  MODELED GRAV-     980,195.3   (mgal)                       NAVD 88
 ME3394
 ME3394  VERT ORDER  -  FIRST     CLASS II
 ME3394
 ME3394.The horizontal coordinates were scaled from a topographic map and have
 ME3394.an estimated accuracy of +/- 6 seconds.
 ME3394
 ME3394.The orthometric height was determined by differential leveling
 ME3394.and adjusted by the National Geodetic Survey in April 1995..
 ME3394
 ME3394.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3394.See file dsdata.txt to determine how the superseded data were derived.
 ME3394
 ME3394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL612758(NAD 83)
 ME3394_MARKER: DR = REFERENCE MARK DISK
 ME3394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3394_SP_SET: CONCRETE POST
 ME3394_STAMPING: MARSHALL 1952 NO 3 1980
 ME3394_MARK LOGO: NGS   
 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 = OCTOBER  6, 2006
 LB2420 ***********************************************************************
 LB2420  DESIGNATION -  MARTHA
 LB2420  PID         -  LB2420
 LB2420  STATE/COUNTY-  IN/CASS
 LB2420  USGS QUAD   -  LOGANSPORT (1987)
 LB2420
 LB2420                         *CURRENT SURVEY CONTROL
 LB2420  ___________________________________________________________________
 LB2420* NAD 83(1997)-  40 47 26.56767(N)    086 21 10.54883(W)     ADJUSTED  
 LB2420* NAVD 88     -       216.30   (+/-2cm)     709.6    (feet)  VERTCON   
 LB2420  ___________________________________________________________________
 LB2420  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 LB2420  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 LB2420
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2420
 LB2420.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2420
 LB2420.The geoid height was determined by GEOID03.
 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     -   0.99997141  x   1.00000794  =   0.99997935
 LB2420!SPC IN W     -   0.99997141  x   1.00001342  =   0.99998483
 LB2420!UTM  16      -   0.99997141  x   0.99963668  =   0.99960810
 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  NGVD 29 (07/19/86)  216.41   (m)          710.0    (f) LEVELING    3  
 LB2420
 LB2420.Superseded values are not recommended for survey control.
 LB2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2420.See file dsdata.txt to determine how the superseded data were derived.
 LB2420
 LB2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5459215726(NAD 83)
 LB2420_MARKER: DS = TRIANGULATION STATION DISK
 LB2420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ3343 ***********************************************************************
 JZ3343  DESIGNATION -  MARTIN
 JZ3343  PID         -  JZ3343
 JZ3343  STATE/COUNTY-  IN/RUSH
 JZ3343  USGS QUAD   -  CLARKSBURG (1993)
 JZ3343
 JZ3343                         *CURRENT SURVEY CONTROL
 JZ3343  ___________________________________________________________________
 JZ3343* NAD 83(1997)-  39 28 05.40234(N)    085 20 17.26836(W)     ADJUSTED  
 JZ3343* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 JZ3343  ___________________________________________________________________
 JZ3343  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 JZ3343  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ3343
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3343
 JZ3343.The geoid height was determined by GEOID03.
 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     -   0.99995469  x   0.99997650  =   0.99993119
 JZ3343!UTM  16      -   0.99995469  x   0.99985161  =   0.99980630
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3343.See file dsdata.txt to determine how the superseded data were derived.
 JZ3343
 JZ3343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4295570050(NAD 83)
 JZ3343_MARKER: DS = TRIANGULATION STATION DISK
 JZ3343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3343_STAMPING: MARTIN
 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 = OCTOBER  6, 2006
 LB2436 ***********************************************************************
 LB2436  DESIGNATION -  MARTIN
 LB2436  PID         -  LB2436
 LB2436  STATE/COUNTY-  IN/CASS
 LB2436  USGS QUAD   -  LUCERNE (1986)
 LB2436
 LB2436                         *CURRENT SURVEY CONTROL
 LB2436  ___________________________________________________________________
 LB2436* NAD 83(1997)-  40 51 07.27000(N)    086 24 08.73072(W)     ADJUSTED  
 LB2436* NAVD 88     -       242.42   (+/-2cm)     795.3    (feet)  VERTCON   
 LB2436  ___________________________________________________________________
 LB2436  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 LB2436  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 LB2436
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2436
 LB2436.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2436
 LB2436.The geoid height was determined by GEOID03.
 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     -   0.99996728  x   1.00001402  =   0.99998130
 LB2436!SPC IN W     -   0.99996728  x   1.00000722  =   0.99997450
 LB2436!UTM  16      -   0.99996728  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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  242.53   (m)          795.7    (f) LEVELING    3  
 LB2436
 LB2436.Superseded values are not recommended for survey control.
 LB2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2436.See file dsdata.txt to determine how the superseded data were derived.
 LB2436
 LB2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5036922502(NAD 83)
 LB2436_MARKER: DS = TRIANGULATION STATION DISK
 LB2436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1921 ***********************************************************************
 JA1921  DESIGNATION -  MARTIN
 JA1921  PID         -  JA1921
 JA1921  STATE/COUNTY-  IN/MARTIN
 JA1921  USGS QUAD   -  RUSK (1978)
 JA1921
 JA1921                         *CURRENT SURVEY CONTROL
 JA1921  ___________________________________________________________________
 JA1921* NAD 83(1997)-  38 32 12.32431(N)    086 52 23.67511(W)     ADJUSTED  
 JA1921* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 JA1921  ___________________________________________________________________
 JA1921  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 JA1921  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JA1921
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1921
 JA1921.The geoid height was determined by GEOID03.
 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     -   0.99997250  x   0.99997080  =   0.99994330
 JA1921!UTM  16      -   0.99997250  x   0.99960150  =   0.99957401
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1921.See file dsdata.txt to determine how the superseded data were derived.
 JA1921
 JA1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1104765380(NAD 83)
 JA1921_MARKER: DS = TRIANGULATION STATION DISK
 JA1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1921'FROM THE SOUTH MARTIN CROSSROAD STORE AND ABOUT 4 MILES
 JA1921'NORTHEAST FROM HAYSVILLE, 25
 JA1921'FEET NORTHEAST FROM A 24-INCH OAK WITH A
 JA1921'TRIANGLE BLAZE ON IT.  THE MARK PROJECTS 6
 JA1921'INCHES AND THE DISK IS
 JA1921'STAMPED MARTIN 1946.
 JA1921'
 JA1921'REFERENCE MARK NO 1 IS 63.70 FEET EAST OF THE STATION.  THE MARK
 JA1921'PROJECTS 6 INCHES AND
 JA1921'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
 JA1921'WITH A TRIANGLE BLAZE ON IT.  THE MARK PROJECTS 6
 JA1921'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
 JA1921'HICKORY TREE, 19.5 FEET EAST OF THE CENTERLINE OF THE
 JA1921'GRAVEL ROAD AND 3 FEET
 JA1921'SOUTHWEST OF A WHITE WITNESS POST.  THE MARK
 JA1921'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
 JA1921'5.4 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 JA1921'EAST ON A NARROW ROAD 0.4 MILE TO A
 JA1921'SIDE ROAD, TURN RIGHT AND FOLLOW
 JA1921'THE MAIN ROAD SOUTH AND EAST 1.9 MILES TO SOUTH MARTIN
 JA1921'CROSSROAD AND
 JA1921'STORE, TURN RIGHT AND GO SOUTH 0.2 MILE TO THE AZIMUTH MARK ON THE
 JA1921'LEFT, CONTINUE
 JA1921'SOUTH FOR 0.2 MILE TO THE TOP OF THE GRADE AT THE WEST
 JA1921'SIDE OF THE HILLTOP, TURN LEFT OF
 JA1921'THE ROAD ABOUT 500 YARDS FROM THE
 JA1921'TOP OF THE GRADE AND GO OVER THE CUT BANK ON AN OLD
 JA1921'UNUSED ROAD, GO
 JA1921'NORTH AND NORTHEAST ABOUT 150 YARDS TO THE HIGHEST POINT AND THE
 JA1921'STATION IN THE TALL TIMBER.
 JA1921'
 JA1921'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1723 ***********************************************************************
 JA1723  DESIGNATION -  MARTINSBURG
 JA1723  PID         -  JA1723
 JA1723  STATE/COUNTY-  IN/WASHINGTON
 JA1723  USGS QUAD   -  PALMYRA (1994)
 JA1723
 JA1723                         *CURRENT SURVEY CONTROL
 JA1723  ___________________________________________________________________
 JA1723* NAD 83(1997)-  38 26 26.42360(N)    086 01 37.06775(W)     ADJUSTED  
 JA1723* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 JA1723  ___________________________________________________________________
 JA1723  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 JA1723  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JA1723
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1723
 JA1723.The geoid height was determined by GEOID03.
 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     -   0.99996289  x   0.99997885  =   0.99994174
 JA1723!UTM  16      -   0.99996289  x   0.99968880  =   0.99965170
 JA1723
 JA1723:                Primary Azimuth Mark                     Grid Az
 JA1723:SPC IN E     -  MARTINSBURG AZ MK                        060 16 39.5
 JA1723:UTM  16      -  MARTINSBURG AZ MK                        059 26 55.2
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1723.See file dsdata.txt to determine how the superseded data were derived.
 JA1723
 JA1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8491755159(NAD 83)
 JA1723_MARKER: DS = TRIANGULATION STATION DISK
 JA1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2386 ***********************************************************************
 ME2386  DESIGNATION -  MARY
 ME2386  PID         -  ME2386
 ME2386  STATE/COUNTY-  IN/PULASKI
 ME2386  USGS QUAD   -  MEDARYVILLE (1962)
 ME2386
 ME2386                         *CURRENT SURVEY CONTROL
 ME2386  ___________________________________________________________________
 ME2386* NAD 83(1997)-  41 07 07.58582(N)    086 53 28.04603(W)     ADJUSTED  
 ME2386* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 ME2386  ___________________________________________________________________
 ME2386  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 ME2386  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 ME2386
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2386
 ME2386.The geoid height was determined by GEOID03.
 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     -   0.99997158  x   0.99996987  =   0.99994145
 ME2386!UTM  16      -   0.99997158  x   0.99960103  =   0.99957262
 ME2386
 ME2386|---------------------------------------------------------------------|
 ME2386| PID    Reference Object                     Distance      Geod. Az  |
 ME2386|                                                           dddmmss.s |
 ME2386| CM3107 MARY RM 1                            26.761 METERS 07038     |
 ME2386| CM3108 MARY RM 2                            26.983 METERS 12435     |
 ME2386| AE8465 MARY AZ MK                          341.057 METERS 35549     |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2386.See file dsdata.txt to determine how the superseded data were derived.
 ME2386
 ME2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0914051948(NAD 83)
 ME2386_MARKER: DS = TRIANGULATION STATION DISK
 ME2386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2386'SIDE OF STATE HIGHWAY
 ME2386'43 ON PROPERTY BELONGING TO LEE STUMP.  IT IS 57 FEET EAST OF CENTER
 ME2386'OF HIGHWAY 43, 39 FEET NORTH OF
 ME2386'CENTER OF A DIRT LANE AND 25 FEET EAST OF A WHITE WITNESS
 ME2386'POST.  THE MARK IS 4 INCHES BELOW THE SURFACE
 ME2386'OF THE GROUND AND THE DISK IS STAMPED
 ME2386'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
 ME2386'LANE AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS ABOUT 8 INCHES AND
 ME2386'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
 ME2386'HIGHWAY 43, 20 FEET SOUTH OF CENTER OF DIRT LANE AND 1 FOOT NORTH OF
 ME2386'FENCE.  THE MARK PROJECTS ABOUT 12
 ME2386'INCHES AND 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
 ME2386'FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE
 ME2386'MARK PROJECTS ABOUT 8 INCHES AND
 ME2386'THE DISK IS 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
 ME2386'TO STATION ON RIGHT OR EAST OF HIGHWAY AS DESCRIBED.
 ME2386'
 ME2386'TO REACH THE AZIMUTH FROM THE STATION, GO NORTH ON HIGHWAY 43 FOR
 ME2386'0.25 MILE TO THE AZIMUTH MARK
 ME2386'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
 ME2386'AND A NEW ONE
 ME2386'FOLLOWS-
 ME2386'
 ME2386'THE STATION MARK IS 54 FEET SOUTHWEST OF A 24 INCH OAK TREE, 62
 ME2386'FEET NORTHWEST OF
 ME2386'A 10 INCH WALNUT TREE, 36 FEET NORTH OF THE CENTERLINE
 ME2386'OF A DIRT DRIVEWAY, 31 FEET
 ME2386'NORTHEAST OF A POWER POLE AND 57 FEET
 ME2386'EAST OF THE CENTERLINE OF HIGHWAY 421.  THE
 ME2386'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
 ME2386'ON U.S. HIGHWAY
 ME2386'421 FOR 2.6 MILES TO THE STATION ON THE RIGHT.  CONTINUE
 ME2386'NORTH ON THE HIGHWAY FOR 0.25 MILE
 ME2386'TO THE AZIMUTH MARK ON THE LEFT.
 ME2386'
 ME2386'REFERENCE MARK 1 IS 43 FEET EAST OF THE OAK TREE, 54 FEET NORTH OF
 ME2386'THE CENTERLINE OF
 ME2386'THE DRIVEWAY AND 75 FEET NORTHWEST OF A UTILITY POLE.
 ME2386'THE MONUMENT PROJECTS 6 INCHES AND
 ME2386'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
 ME2386'THE WALNUT TREE AND 31 FEET WEST OF THE UTILITY
 ME2386'POLE.  THE MONUMENT PROJECTS 10
 ME2386'INCHES AND THE DISK IS STAMPED MARY NO
 ME2386'2 1948.
 ME2386'
 ME2386'THE AZIMUTH MARK IS 101 FEET NORTH OF A FENCE CORNER, 121 FEET NORTH
 ME2386'OF THE CENTERLINE
 ME2386'OF A GRAVELED ROAD, 73 FEET NORTH OF A TELEPHONE POLE,
 ME2386'32 FEET WEST OF THE CENTERLINE OF
 ME2386'THE HIGHWAY, 1 FOOT EAST OF A FENCE
 ME2386'AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE
 ME2386'MONUMENT PROJECTS 10
 ME2386'INCHES AND THE DISK IS STAMPED MARY 1948.
 ME2386'
 ME2386'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2-1/2 MILES NORTH
 ME2386'OF MEDARYVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8465 ***********************************************************************
 AE8465  CBN         -  This is a Cooperative Base Network Control Station.
 AE8465  DESIGNATION -  MARY AZ MK
 AE8465  PID         -  AE8465
 AE8465  STATE/COUNTY-  IN/PULASKI
 AE8465  USGS QUAD   -  MEDARYVILLE (1962)
 AE8465
 AE8465                         *CURRENT SURVEY CONTROL
 AE8465  ___________________________________________________________________
 AE8465* NAD 83(1997)-  41 07 18.61199(N)    086 53 29.11418(W)     ADJUSTED  
 AE8465* NAVD 88     -       214.1    (meters)     702.     (feet)  GPS OBS   
 AE8465  ___________________________________________________________________
 AE8465  X           -     260,938.007 (meters)                     COMP
 AE8465  Y           -  -4,804,758.764 (meters)                     COMP
 AE8465  Z           -   4,172,743.958 (meters)                     COMP
 AE8465  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AE8465  ELLIP HEIGHT-         180.25  (meters)          (04/10/98) GPS OBS
 AE8465  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 AE8465
 AE8465  HORZ ORDER  -  B
 AE8465  ELLP ORDER  -  FOURTH    CLASS I
 AE8465
 AE8465.The horizontal coordinates were established by GPS observations
 AE8465.and adjusted by the National Geodetic Survey in April 1998..
 AE8465
 AE8465.The orthometric height was determined by GPS observations and a
 AE8465.high-resolution geoid model.
 AE8465
 AE8465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8465
 AE8465.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8465
 AE8465.The ellipsoidal height was determined by GPS observations
 AE8465.and is referenced to NAD 83.
 AE8465
 AE8465.The geoid height was determined by GEOID03.
 AE8465
 AE8465;                    North         East     Units Scale Factor Converg.
 AE8465;SPC IN W     -   652,106.077   916,116.310   MT  0.99996986   +0 07 34.4
 AE8465;SPC IN W     - 2,139,451.35  3,005,624.93   sFT  0.99996986   +0 07 34.4
 AE8465;UTM  16      - 4,552,287.911   509,114.858   MT  0.99960102   +0 04 17.1
 AE8465
 AE8465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8465!SPC IN W     -   0.99997173  x   0.99996986  =   0.99994159
 AE8465!UTM  16      -   0.99997173  x   0.99960102  =   0.99957276
 AE8465
 AE8465                          SUPERSEDED SURVEY CONTROL
 AE8465
 AE8465.No superseded survey control is available for this station.
 AE8465
 AE8465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0911552288(NAD 83)
 AE8465_MARKER: DZ = AZIMUTH MARK DISK
 AE8465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8465_STAMPING: MARY 1948
 AE8465_MARK LOGO: CGS   
 AE8465_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8465+STABILITY: SURFACE MOTION
 AE8465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8465+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1997
 AE8465
 AE8465  HISTORY     - Date     Condition        Report By
 AE8465  HISTORY     - 1948     MONUMENTED       CGS
 AE8465  HISTORY     - 19970530 GOOD             NGS
 AE8465  HISTORY     - 19970630 GOOD             NGS
 AE8465
 AE8465                          STATION DESCRIPTION
 AE8465
 AE8465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE8465'THE STATION IS LOCATED ABOUT 28 KM (17.40 MI) NORTHEAST OF RENSSELAER,
 AE8465'3 KM (1.85 MI) NORTH OF MEDARYVILLE, IN THE NORTHWEST QUADRANT OF THE
 AE8465'JUNCTION OF U.S. HIGHWAY 421 AND COUNTY ROAD 450N, NEAR THE EAST EDGE
 AE8465'OF A PASTURE AND IN THE HIGHWAY RIGHT-OF-WAY.  OWNERSHIP-INDIANA
 AE8465'DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE JUNCTION OF U.S.
 AE8465'HIGHWAY 421 AND STATE HIGHWAY 143 ABOUT 3 KM (1.85 MI) NORTH OF
 AE8465'MEDARYVILLE, GO SOUTH ON HIGHWAY 421 FOR 1.53 KM (0.95 MI) TO THE
 AE8465'STATION ON THE RIGHT, JUST BEFORE THE JUNCTION OF GRAVEL COUNTY ROAD
 AE8465'450N.  THE STATION IS SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST
 AE8465'PROJECTING 15 CM ABOVE GROUND.  IT IS 37.2 M (122.0 FT) NORTH OF THE
 AE8465'CENTER OF COUNTY ROAD 450N, 9.8 M (32.2 FT) WEST OF THE HIGHWAY
 AE8465'CENTER, 0.4 M (1.3 FT) SOUTH OF A STEEL WITNESS POST AND 0.2 M (0.7
 AE8465'FT) EAST OF A DILAPIDATED FENCE LINE.
 AE8465
 AE8465                          STATION RECOVERY (1997)
 AE8465
 AE8465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE8465'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ2319 ***********************************************************************
 HZ2319  DESIGNATION -  MARYSVILLE
 HZ2319  PID         -  HZ2319
 HZ2319  STATE/COUNTY-  IN/CLARK
 HZ2319  USGS QUAD   -  OTISCO (1993)
 HZ2319
 HZ2319                         *CURRENT SURVEY CONTROL
 HZ2319  ___________________________________________________________________
 HZ2319* NAD 83(1997)-  38 35 21.00247(N)    085 38 52.12354(W)     ADJUSTED  
 HZ2319* NAVD 88     -       216.09   (+/-2cm)     709.0    (feet)  VERTCON   
 HZ2319  ___________________________________________________________________
 HZ2319  X           -     378,831.168 (meters)                     COMP
 HZ2319  Y           -  -4,977,649.235 (meters)                     COMP
 HZ2319  Z           -   3,956,884.802 (meters)                     COMP
 HZ2319  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 HZ2319  ELLIP HEIGHT-         182.46  (meters)          (05/25/99) GPS OBS
 HZ2319  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 HZ2319
 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.The vertical order pertains to the NGVD 29 superseded value.
 HZ2319
 HZ2319.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ2319
 HZ2319.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2319
 HZ2319.The ellipsoidal height was determined by GPS observations
 HZ2319.and is referenced to NAD 83.
 HZ2319
 HZ2319.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  216.23   (m)          709.4    (f) LEVELING    3  
 HZ2319
 HZ2319.Superseded values are not recommended for survey control.
 HZ2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2319.See file dsdata.txt to determine how the superseded data were derived.
 HZ2319
 HZ2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1776572054(NAD 83)
 HZ2319_MARKER: DS = TRIANGULATION STATION DISK
 HZ2319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2319_SP_SET: SQUARE 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 = OCTOBER  6, 2006
 HZ2320 ***********************************************************************
 HZ2320  DESIGNATION -  MARYSVILLE MUN TANK
 HZ2320  PID         -  HZ2320
 HZ2320  STATE/COUNTY-  IN/CLARK
 HZ2320  USGS QUAD   -  OTISCO (1993)
 HZ2320
 HZ2320                         *CURRENT SURVEY CONTROL
 HZ2320  ___________________________________________________________________
 HZ2320* NAD 83(1997)-  38 35 13.01119(N)    085 38 41.10764(W)     ADJUSTED  
 HZ2320* NAVD 88     -                                                        
 HZ2320  ___________________________________________________________________
 HZ2320  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 HZ2320  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 HZ2320
 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
 HZ2320.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2320
 HZ2320.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2320
 HZ2320  NAD 83(1995)-  38 35 13.01255(N)    085 38 41.10649(W) AD(       ) 4
 HZ2320  NAD 83(1993)-  38 35 13.01238(N)    085 38 41.10625(W) AD(       ) 4
 HZ2320  NAD 83(1986)-  38 35 13.01424(N)    085 38 41.11249(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2320.See file dsdata.txt to determine how the superseded data were derived.
 HZ2320
 HZ2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1803571812(NAD 83)
 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 = OCTOBER  6, 2006
 LA2079 ***********************************************************************
 LA2079  DESIGNATION -  MATRE
 LA2079  PID         -  LA2079
 LA2079  STATE/COUNTY-  IN/DELAWARE
 LA2079  USGS QUAD   -  SULPHUR SPRINGS (1994)
 LA2079
 LA2079                         *CURRENT SURVEY CONTROL
 LA2079  ___________________________________________________________________
 LA2079* NAD 83(1997)-  40 05 28.59564(N)    085 27 41.66027(W)     ADJUSTED  
 LA2079* NAVD 88     -       301.1    (meters)     988.     (feet)  VERTCON   
 LA2079  ___________________________________________________________________
 LA2079  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 LA2079  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 LA2079
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2079
 LA2079.The geoid height was determined by GEOID03.
 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     -   0.99995807  x   0.99997043  =   0.99992851
 LA2079!UTM  16      -   0.99995807  x   0.99981173  =   0.99976981
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2079.See file dsdata.txt to determine how the superseded data were derived.
 LA2079
 LA2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3114739022(NAD 83)
 LA2079_MARKER: DS = TRIANGULATION STATION DISK
 LA2079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 LA2079'AND OCCUPIED BY MR. VAN MATRE, IN THE NORTHEAST
 LA2079'CORNER OF A PASTURE EAST OF THE
 LA2079'HOUSE, IN THE SOUTHWEST ANGLE OF
 LA2079'THE INTERSECTION OF AN EAST-WEST ROAD AND A T-ROAD
 LA2079'SOUTH, 30
 LA2079'FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 31 FEET WEST
 LA2079'OF CENTER LINE OF
 LA2079'T-ROAD SOUTH, 20 FEET SOUTHWEST OF IRON CORNER-POST
 LA2079'IN FENCE, AND ABOUT 125 FEET
 LA2079'SOUTHWEST OF SOUTHWEST CORNER
 LA2079'OF OLD RED-BRICK SCHOOL BUILDING.  SURFACE MARK
 LA2079'IS 10 INCHES UNDERGROUND.
 LA2079'
 LA2079'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 36 AND STATE
 LA2079'HIGHWAY 3 IN MT.
 LA2079'SUMMIT, GO NORTH ON STATE HIGHWAY 3 FOR 6.2
 LA2079'MILES TO A GRAVEL CROSS ROAD, TURN
 LA2079'LEFT AND GO 4.9 MILES TO A
 LA2079'GRAVEL T-ROAD LEFT, AND STATION IN SOUTHWEST CORNER.
 LA2079'
 LA2079'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LA2079'BRONZE DISKS SET IN CONCRETE.
 LA2079'
 LA2079'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, 1.5 FEET WEST
 LA2079'OF PASTURE FENCE,
 LA2079'15 FEET WEST OF CENTER LINE OF T-ROAD, SOUTH,
 LA2079'AND PROJECTS 6 INCHES ABOVE GROUND.
 LA2079'
 LA2079'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 1 FOOT SOUTH OF
 LA2079'WIRE FENCE, 15
 LA2079'FEET SOUTH OF CENTER LINE OF ROAD, AND PROJECTS 4
 LA2079'INCHES ABOVE GROUND.
 LA2079'
 LA2079'AZIMUTH MARK IS 0.7 MILE SOUTH OF STATION, 15 FEET NORTH OF
 LA2079'THE DRIVEWAY TO
 LA2079'RESIDENCE OF EARL H. BYRD, 1 FOOT SOUTH OF A WIRE
 LA2079'FENCE, ABOUT 200 FEET WEST OF THE
 LA2079'CENTER LINE OF THE ROAD, AND
 LA2079'140 FEET EAST OF THE MOST EASTERLY TREE IN FRONT OF
 LA2079'THE HOUSE.
 LA2079'
 LA2079'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 LA2079'GRAVEL T-ROAD FOR
 LA2079'0.7 MILE TO DRIVEWAY ON RIGHT AND MARK, AS
 LA2079'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
 LA2079'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
 LA2079'DISTANCE TO REFERENCE MARK 1.  DUE TO A POWERLINE NEAR THE STATION
 LA2079'MATRE 2 WAS ESTABLISHED AT THIS TIME.  A NEW AND COMPLETE
 LA2079'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
 LA2079'B. 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
 LA2079'SOUTHWEST ON STATE HIGHWAY 67 FOR 4.45 MILES TO A FORK, TAKE THE
 LA2079'LEFT FORK AND GO SOUTH ON 300 W ROAD FOR 2.95 MILES TO AN OFF-SET
 LA2079'CROSSROAD, TURN RIGHT AND GO WEST ON 700 S ROAD FOR 1.0 MILE TO
 LA2079'A SIDE ROAD LEFT AND THE STATION IN THE SOUTHWEST ANGLE OF
 LA2079'INTERSECTION.
 LA2079'
 LA2079'THE STATION MARK IS A STANDARD DISK STAMPED MATRE 1939, SET IN THE
 LA2079'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS 14 INCHES UNDERGROUND.
 LA2079'IT IS 96 FEET NORTHEAST OF THE NORTHEAST CORNER OF MR. RAMMERS
 LA2079'HOUSE, 36.4 FEET NORTH-NORTHWEST OF POWERLINE POLE NUMBER E12-1,
 LA2079'29.8 FEET WEST OF THE CENTER OF 400 W ROAD AND 29.8 FEET SOUTH OF
 LA2079'THE CENTER OF 700 S ROAD.
 LA2079'
 LA2079'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MATRE NO 1 1939, SET
 LA2079'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
 LA2079'IT IS 87 FEET EAST OF THE NORTHEAST CORNER OF HOUSE, 20 FEET SOUTH
 LA2079'OF THE CENTER OF DRIVEWAY LEADING TO GARAGE AND 17 FEET WEST OF
 LA2079'THE CENTER OF 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
 LA2079'IS 16 FEET SOUTH OF 700 S ROAD, 92.2 FEET NORTHEAST OF THE
 LA2079'NORTHWEST CORNER OF HOUSE AND 89.3 FEET NORTHWEST OF THE NORTHEAST
 LA2079'CORNER OF HOUSE.
 LA2079'
 LA2079'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MATRE AZI 1939, SET IN
 LA2079'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT
 LA2079'IS 56 FEET EAST OF POWERLINE POLE NUMBER TE 10465, 16 FEET NORTH OF
 LA2079'THE 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
 LA2079'FOR 0.7 MILE TO A DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO WEST ON
 LA2079'THE GRAVELED DRIVEWAY FOR 0.05 MILE TO THE MARK ON THE RIGHT.
 LA2079'
 LA2079'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES SOUTHWEST
 LA2079'OF MUNCIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2081 ***********************************************************************
 LA2081  DESIGNATION -  MATRE 2
 LA2081  PID         -  LA2081
 LA2081  STATE/COUNTY-  IN/DELAWARE
 LA2081  USGS QUAD   -  SULPHUR SPRINGS (1994)
 LA2081
 LA2081                         *CURRENT SURVEY CONTROL
 LA2081  ___________________________________________________________________
 LA2081* NAD 83(1997)-  40 05 29.37346(N)    085 27 41.14768(W)     ADJUSTED  
 LA2081* NAVD 88     -       300.9    (meters)     987.     (feet)  VERTCON   
 LA2081  ___________________________________________________________________
 LA2081  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 LA2081  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 LA2081
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2081
 LA2081.The geoid height was determined by GEOID03.
 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     -   0.99995811  x   0.99997044  =   0.99992855
 LA2081!UTM  16      -   0.99995811  x   0.99981177  =   0.99976988
 LA2081
 LA2081|---------------------------------------------------------------------|
 LA2081| PID    Reference Object                     Distance      Geod. Az  |
 LA2081|                                                           dddmmss.s |
 LA2081| LA2083 MATRE 2 RM A 1970                    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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2081.See file dsdata.txt to determine how the superseded data were derived.
 LA2081
 LA2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3115939046(NAD 83)
 LA2081_MARKER: DS = TRIANGULATION STATION DISK
 LA2081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2081_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA2083 ***********************************************************************
 LA2083  DESIGNATION -  MATRE 2 RM A 1970
 LA2083  PID         -  LA2083
 LA2083  STATE/COUNTY-  IN/DELAWARE
 LA2083  USGS QUAD   -  SULPHUR SPRINGS (1994)
 LA2083
 LA2083                         *CURRENT SURVEY CONTROL
 LA2083  ___________________________________________________________________
 LA2083* NAD 83(1997)-  40 05 29.16205(N)    085 27 39.95383(W)     ADJUSTED  
 LA2083* NAVD 88     -       301.0    (meters)     988.     (feet)  VERTCON   
 LA2083  ___________________________________________________________________
 LA2083  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 LA2083  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 LA2083
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2083
 LA2083.The geoid height was determined by GEOID03.
 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     -   0.99995809  x   0.99997045  =   0.99992854
 LA2083!UTM  16      -   0.99995809  x   0.99981186  =   0.99976996
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2083.See file dsdata.txt to determine how the superseded data were derived.
 LA2083
 LA2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3118839040(NAD 83)
 LA2083_MARKER: DS = TRIANGULATION STATION DISK
 LA2083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD1523 ***********************************************************************
 MD1523  DESIGNATION -  MATSON
 MD1523  PID         -  MD1523
 MD1523  STATE/COUNTY-  IN/DE KALB
 MD1523  USGS QUAD   -  WATERLOO (1979)
 MD1523
 MD1523                         *CURRENT SURVEY CONTROL
 MD1523  ___________________________________________________________________
 MD1523* NAD 83(1997)-  41 26 44.50462(N)    085 00 18.30457(W)     ADJUSTED  
 MD1523* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 MD1523  ___________________________________________________________________
 MD1523  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 MD1523  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 MD1523
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1523
 MD1523.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1523.See file dsdata.txt to determine how the superseded data were derived.
 MD1523
 MD1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6664490156(NAD 83)
 MD1523_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1523
 MD1523  HISTORY     - Date     Condition        Report By
 MD1523  HISTORY     - 1946     MONUMENTED       CGS
 MD1523  HISTORY     - 1963     SEE DESCRIPTION  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
 MD1523'ABOUT 1 MILE NORTHEAST FROM WATERLOO.  IT IS 98 FEET EAST OF THE
 MD1523'INTERSECTION OF THE TWO HIGHWAYS,
 MD1523'38 FEET FOUTHEAST OF INDIANA HIGHWAY NO. 427 AND 8
 MD1523'FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS
 MD1523'FLUSH WITH THE GROUND AND THE DISK
 MD1523'IS 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.
 MD1523'HIGHWAY NO. 27, 61 FEET NORTHWEST OF THE CENTERLINE OF INDIANA
 MD1523'HIGHWAY NO. 427 AND 2 FEET SOUTH OF
 MD1523'POWER LINE POST NO. 464731.  THE MARK PROJECTS ABOUT
 MD1523'10 INCHES AND THE DISK IS STAMPED MATSON NO 1
 MD1523'1946.
 MD1523'
 MD1523'REFERENCE MARK NO. 2 IS 223.72 FEET SOUTHWEST OF THE STATION AND 26
 MD1523'FEET SOUTHEAST OF THE
 MD1523'CENTERLINE OF U.S. HIGHWAY NO. 27.  THE MARK PROJECTS ABOUT 12 INCHES
 MD1523'AND THE DISK IS STAMPED
 MD1523'MATSON NO 2 1946.
 MD1523'
 MD1523'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION, 37 FEET EAST OF
 MD1523'THE CENTERLINE OF U.S. HIGHWAY
 MD1523'NO. 27,
 MD1523'5 FEET SOUTHWEST OF A CONCRETE
 MD1523'HIGHWAY RIGHT OF WAY POST, 3 FEET EAST OF A WHITE
 MD1523'WITNESS POST AND 3 FEET WEST OF A NORTH-SOUTH
 MD1523'FENCE LINE.  THE MARK PROJECTS ABOUT
 MD1523'8 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
 MD1523'WATERLOO, GO NORTH ON US HIGHWAY NO. 27 FOR 1.15 MILES TO THE
 MD1523'JUNCTION OF INDIANA HIGHWAY
 MD1523'NO. 427 AND THE STATION ON THE RIGHT.  CONTINUE NORTH FOR 0.3 MI.
 MD1523'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
 MD1523'REFERENCE MARK WHICH IS BELIEVED DESTROYED.  R.M. NO. 3 WAS
 MD1523'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.
 MD1523'S. HWY. IN THE BUSINESS CENTER OF WATERLOO TO MOST NORTHERLY
 MD1523'JUNCTION OF 6 AND 427 AND THE STATION ON RIGHT,
 MD1523'73 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
 MD1523'LINE OF NO. 427, AND 34 FEET W OF CENTER LINE
 MD1523'OF NO. 34 COUNTY ROAD FROM THE S, STANDARD DISKS STAMPED MATSON
 MD1523'1946, NOTES 1A AND 7A, THE UPPER
 MD1523'MARK FLUSH WITH THE GROUND.
 MD1523'
 MD1523'REFERENCE STAMPED MATSON NO 1 1946, NOTE 11A, PROJECTS 0.4 FOOT, US
 MD1523'193.19 FEET OR 58.884 METERS
 MD1523'NNE IN AZIMUTH 201 DEG 29 MIN FROM STATION, 66 FEET NNW OF CENTER
 MD1523'LINE OF NO. 427 HWY., 16 FEET E OF PROJECTED
 MD1523'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,
 MD1523'IS 65.98 FEET OR 20.111 METERS
 MD1523'ESE IN AZIMUTH 286 DEG 07 MIN FROM STATION, 92 FEET SE OF CENTER LINE
 MD1523'OF NO. 427 HWY., 29 FEET E OF CENTER LINE
 MD1523'OF COUNTY ROAD, 1.3 FEET LOWER THAN SAME, AND 1.8 FEET N OF
 MD1523'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
 MD1523'AZIMUTH 182 DEG 32 MIN 26.8 SEC ON CREST OF RIDGE, 37- 1/2 FEET E OF
 MD1523'C/L OF HWY., 5 FEET SSW OF CONCRETE HWY. R. O.
 MD1523'W. MARKER, AND 2.1 FEET S OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2110 ***********************************************************************
 LA2110  DESIGNATION -  MATTHEWS FARMERS COOP ELEVATOR
 LA2110  PID         -  LA2110
 LA2110  STATE/COUNTY-  IN/GRANT
 LA2110  USGS QUAD   -  GAS CITY (1994)
 LA2110
 LA2110                         *CURRENT SURVEY CONTROL
 LA2110  ___________________________________________________________________
 LA2110* NAD 83(1997)-  40 23 09.37247(N)    085 30 01.88511(W)     ADJUSTED  
 LA2110* NAVD 88     -                                                        
 LA2110  ___________________________________________________________________
 LA2110  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 LA2110  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 LA2110
 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
 LA2110.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2110
 LA2110.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2110
 LA2110  NAD 83(1995)-  40 23 09.37557(N)    085 30 01.89720(W) AD(       ) 4
 LA2110  NAD 83(1986)-  40 23 09.37538(N)    085 30 01.89873(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2110.See file dsdata.txt to determine how the superseded data were derived.
 LA2110
 LA2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2727471673(NAD 83)
 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 = OCTOBER  6, 2006
 LB2628 ***********************************************************************
 LB2628  DESIGNATION -  MATTIX
 LB2628  PID         -  LB2628
 LB2628  STATE/COUNTY-  IN/WHITE
 LB2628  USGS QUAD   -  BUFFALO (1979)
 LB2628
 LB2628                         *CURRENT SURVEY CONTROL
 LB2628  ___________________________________________________________________
 LB2628* NAD 83(1997)-  40 54 43.57966(N)    086 41 36.47107(W)     ADJUSTED  
 LB2628* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 LB2628  ___________________________________________________________________
 LB2628  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 LB2628  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 LB2628
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2628
 LB2628.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2628.See file dsdata.txt to determine how the superseded data were derived.
 LB2628
 LB2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2581429045(NAD 83)
 LB2628_MARKER: DS = TRIANGULATION STATION DISK
 LB2628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1751 ***********************************************************************
 JA1751  DESIGNATION -  MAUCK
 JA1751  PID         -  JA1751
 JA1751  STATE/COUNTY-  IN/HARRISON
 JA1751  USGS QUAD   -  MAUCKPORT (1994)
 JA1751
 JA1751                         *CURRENT SURVEY CONTROL
 JA1751  ___________________________________________________________________
 JA1751* NAD 83(1997)-  38 02 30.22684(N)    086 11 27.38645(W)     ADJUSTED  
 JA1751* NAVD 88     -       195.     (meters)     640.     (feet)  SCALED    
 JA1751  ___________________________________________________________________
 JA1751  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 JA1751  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JA1751
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1751
 JA1751.The geoid height was determined by GEOID03.
 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     -   0.99997458  x   0.99999274  =   0.99996732
 JA1751!UTM  16      -   0.99997458  x   0.99966207  =   0.99963666
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1751.See file dsdata.txt to determine how the superseded data were derived.
 JA1751
 JA1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7099410754(NAD 83)
 JA1751_MARKER: DS = TRIANGULATION STATION DISK
 JA1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1833 ***********************************************************************
 JA1833  DESIGNATION -  MAX
 JA1833  PID         -  JA1833
 JA1833  STATE/COUNTY-  IN/SPENCER
 JA1833  USGS QUAD   -  FULDA (1978)
 JA1833
 JA1833                         *CURRENT SURVEY CONTROL
 JA1833  ___________________________________________________________________
 JA1833* NAD 83(1997)-  38 00 52.63773(N)    086 50 26.54211(W)     ADJUSTED  
 JA1833* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 JA1833  ___________________________________________________________________
 JA1833  LAPLACE CORR-          -5.01  (seconds)                    DEFLEC99
 JA1833  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JA1833
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1833
 JA1833.The geoid height was determined by GEOID03.
 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  =   0.99958734
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1833.See file dsdata.txt to determine how the superseded data were derived.
 JA1833
 JA1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1398307449(NAD 83)
 JA1833_MARKER: DS = TRIANGULATION STATION DISK
 JA1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA2063 ***********************************************************************
 LA2063  DESIGNATION -  MC CORMICK TANK
 LA2063  PID         -  LA2063
 LA2063  STATE/COUNTY-  IN/DELAWARE
 LA2063  USGS QUAD   -  REDKEY (1981)
 LA2063
 LA2063                         *CURRENT SURVEY CONTROL
 LA2063  ___________________________________________________________________
 LA2063* NAD 83(1997)-  40 17 56.75246(N)    085 13 55.54838(W)     ADJUSTED  
 LA2063* NAVD 88     -                                                        
 LA2063  ___________________________________________________________________
 LA2063  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 LA2063  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 LA2063
 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
 LA2063.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2063
 LA2063.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2063
 LA2063  NAD 83(1995)-  40 17 56.75407(N)    085 13 55.55574(W) AD(       ) 4
 LA2063  NAD 83(1986)-  40 17 56.75376(N)    085 13 55.56143(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2063.See file dsdata.txt to determine how the superseded data were derived.
 LA2063
 LA2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5025162455(NAD 83)
 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 = OCTOBER  6, 2006
 KA1978 ***********************************************************************
 KA1978  DESIGNATION -  MC CORMICKS CREEK ST PARK LOT
 KA1978  PID         -  KA1978
 KA1978  STATE/COUNTY-  IN/OWEN
 KA1978  USGS QUAD   -  GOSPORT (1983)
 KA1978
 KA1978                         *CURRENT SURVEY CONTROL
 KA1978  ___________________________________________________________________
 KA1978* NAD 83(1997)-  39 17 04.76370(N)    086 43 26.03075(W)     ADJUSTED  
 KA1978* NAVD 88     -                                                        
 KA1978  ___________________________________________________________________
 KA1978  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 KA1978  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KA1978
 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
 KA1978.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1978
 KA1978.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1978
 KA1978  NAD 83(1986)-  39 17 04.76767(N)    086 43 26.02744(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1978.See file dsdata.txt to determine how the superseded data were derived.
 KA1978
 KA1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2381248402(NAD 83)
 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 = OCTOBER  6, 2006
 HZ1031 ***********************************************************************
 HZ1031  DESIGNATION -  MC KAY AZ MK
 HZ1031  PID         -  HZ1031
 HZ1031  STATE/COUNTY-  IN/SWITZERLAND
 HZ1031  USGS QUAD   -  VEVAY SOUTH (1994)
 HZ1031
 HZ1031                         *CURRENT SURVEY CONTROL
 HZ1031  ___________________________________________________________________
 HZ1031* NAD 83(1986)-  38 43 24.     (N)    085 06 30.     (W)     SCALED    
 HZ1031* NAVD 88     -       144.560  (meters)     474.28   (feet)  ADJUSTED  
 HZ1031  ___________________________________________________________________
 HZ1031  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HZ1031  DYNAMIC HT  -         144.467 (meters)     473.97  (feet)  COMP
 HZ1031  MODELED GRAV-     979,984.0   (mgal)                       NAVD 88
 HZ1031
 HZ1031  VERT ORDER  -  FIRST     CLASS II
 HZ1031
 HZ1031.The horizontal coordinates were scaled from a topographic map and have
 HZ1031.an estimated accuracy of +/- 6 seconds.
 HZ1031
 HZ1031.The orthometric height was determined by differential leveling
 HZ1031.and adjusted by the National Geodetic Survey in June 1991..
 HZ1031
 HZ1031.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1031.See file dsdata.txt to determine how the superseded data were derived.
 HZ1031
 HZ1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH644877(NAD 83)
 HZ1031_MARKER: DZ = AZIMUTH MARK DISK
 HZ1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1031_STAMPING: MCKAY 1947
 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             NGS
 HZ1031  HISTORY     - 19910727 MARK NOT FOUND   USPSQD
 HZ1031
 HZ1031                          STATION DESCRIPTION
 HZ1031
 HZ1031'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1029 ***********************************************************************
 HZ1029  DESIGNATION -  MC KAY RM 1
 HZ1029  PID         -  HZ1029
 HZ1029  STATE/COUNTY-  IN/SWITZERLAND
 HZ1029  USGS QUAD   -  VEVAY SOUTH (1994)
 HZ1029
 HZ1029                         *CURRENT SURVEY CONTROL
 HZ1029  ___________________________________________________________________
 HZ1029* NAD 83(1986)-  38 43 37.     (N)    085 06 14.     (W)     SCALED    
 HZ1029* NAVD 88     -       143.410  (meters)     470.50   (feet)  ADJUSTED  
 HZ1029  ___________________________________________________________________
 HZ1029  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HZ1029  DYNAMIC HT  -         143.318 (meters)     470.20  (feet)  COMP
 HZ1029  MODELED GRAV-     979,985.4   (mgal)                       NAVD 88
 HZ1029
 HZ1029  VERT ORDER  -  FIRST     CLASS II
 HZ1029
 HZ1029.The horizontal coordinates were scaled from a topographic map and have
 HZ1029.an estimated accuracy of +/- 6 seconds.
 HZ1029
 HZ1029.The orthometric height was determined by differential leveling
 HZ1029.and adjusted by the National Geodetic Survey in June 1991..
 HZ1029
 HZ1029.The geoid height was determined by GEOID03.
 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     -   386,340.      148,940.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1029.See file dsdata.txt to determine how the superseded data were derived.
 HZ1029
 HZ1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH648881(NAD 83)
 HZ1029_MARKER: DR = REFERENCE MARK DISK
 HZ1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1029_STAMPING: MCKAY NO 1 1947
 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             NGS
 HZ1029  HISTORY     - 19910727 MARK NOT FOUND   USPSQD
 HZ1029
 HZ1029                          STATION DESCRIPTION
 HZ1029
 HZ1029'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ2058 ***********************************************************************
 HZ2058  DESIGNATION -  MCCLURE
 HZ2058  PID         -  HZ2058
 HZ2058  STATE/COUNTY-  IN/JEFFERSON
 HZ2058  USGS QUAD   -  CANAAN (1993)
 HZ2058
 HZ2058                         *CURRENT SURVEY CONTROL
 HZ2058  ___________________________________________________________________
 HZ2058* NAD 83(1997)-  38 45 32.72267(N)    085 20 53.66228(W)     ADJUSTED  
 HZ2058* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 HZ2058  ___________________________________________________________________
 HZ2058  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 HZ2058  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 HZ2058
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2058
 HZ2058.The geoid height was determined by GEOID03.
 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  =   0.99998562
 HZ2058!SPC KY N     -   0.99996204  x   0.99997502  =   0.99993706
 HZ2058!UTM  16      -   0.99996204  x   0.99985364  =   0.99981568
 HZ2058
 HZ2058:                Primary Azimuth Mark                     Grid Az
 HZ2058:SPC IN E     -  MCCLURE AZ MK                            035 47 53.6
 HZ2058:SPC KY1Z     -  MCCLURE AZ MK                            035 45 03.3
 HZ2058:SPC KY N     -  MCCLURE AZ MK                            036 40 50.7
 HZ2058:UTM  16      -  MCCLURE AZ MK                            034 57 48.0
 HZ2058
 HZ2058|---------------------------------------------------------------------|
 HZ2058| PID    Reference Object                     Distance      Geod. Az  |
 HZ2058|                                                           dddmmss.s |
 HZ2058| CG8946 MCCLURE AZ MK                                      0355951.3 |
 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 2661431.8 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2058.See file dsdata.txt to determine how the superseded data were derived.
 HZ2058
 HZ2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4351791338(NAD 83)
 HZ2058_MARKER: DS = TRIANGULATION STATION DISK
 HZ2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2478 ***********************************************************************
 ME2478  DESIGNATION -  MCCOOL
 ME2478  PID         -  ME2478
 ME2478  STATE/COUNTY-  IN/PORTER
 ME2478  USGS QUAD   -  PORTAGE (1992)
 ME2478
 ME2478                         *CURRENT SURVEY CONTROL
 ME2478  ___________________________________________________________________
 ME2478* NAD 83(1997)-  41 32 48.60979(N)    087 09 47.88395(W)     ADJUSTED  
 ME2478* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 ME2478  ___________________________________________________________________
 ME2478  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 ME2478  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME2478
 ME2478  HORZ ORDER  -  SECOND
 ME2478
 ME2478.The horizontal coordinates were established by classical geodetic methods
 ME2478.and adjusted by the National Geodetic Survey in May 1999..
 ME2478
 ME2478.The orthometric height was scaled from a topographic map.
 ME2478
 ME2478.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2478
 ME2478.The geoid height was determined by GEOID03.
 ME2478
 ME2478;                    North         East     Units Scale Factor Converg.
 ME2478;SPC IN W     -   699,290.433   893,328.033   MT  0.99996721   -0 03 10.9
 ME2478;SPC IN W     - 2,294,255.36  2,930,860.39   sFT  0.99996721   -0 03 10.9
 ME2478;UTM  16      - 4,599,476.815   486,380.260   MT  0.99960228   -0 06 29.9
 ME2478
 ME2478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2478!SPC IN W     -   0.99997314  x   0.99996721  =   0.99994035
 ME2478!UTM  16      -   0.99997314  x   0.99960228  =   0.99957543
 ME2478
 ME2478|---------------------------------------------------------------------|
 ME2478| PID    Reference Object                     Distance      Geod. Az  |
 ME2478|                                                           dddmmss.s |
 ME2478| CM3112 MCCOOL RM 1                          10.008 METERS 00132     |
 ME2478| CM3111 MCCOOL AZ MK                                       0023823.3 |
 ME2478| ME2475 LIBERTY TWP MICROWAV KSA 45 LT      APPROX.10.9 KM 0993525.8 |
 ME2478| CM3113 MCCOOL RM 2                          19.589 METERS 27820     |
 ME2478| ME1062 K 148                                              3594410.3 |
 ME2478|---------------------------------------------------------------------|
 ME2478
 ME2478                          SUPERSEDED SURVEY CONTROL
 ME2478
 ME2478  NAD 83(1994)-  41 32 48.61548(N)    087 09 47.88806(W) AD(       ) 2
 ME2478  NAD 83(1986)-  41 32 48.61546(N)    087 09 47.88799(W) AD(       ) 2
 ME2478  NAD 27      -  41 32 48.48140(N)    087 09 47.77180(W) AD(       ) 2
 ME2478
 ME2478.Superseded values are not recommended for survey control.
 ME2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2478.See file dsdata.txt to determine how the superseded data were derived.
 ME2478
 ME2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8638099477(NAD 83)
 ME2478_MARKER: DS = TRIANGULATION STATION DISK
 ME2478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2478_MARK LOGO: CGS   
 ME2478_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ME2478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2478+STABILITY: SURFACE MOTION
 ME2478
 ME2478  HISTORY     - Date     Condition        Report By
 ME2478  HISTORY     - 1952     MONUMENTED       CGS
 ME2478  HISTORY     - 1977     GOOD             NGS
 ME2478  HISTORY     - 1977     GOOD             BRADY
 ME2478  HISTORY     - 19840321 GOOD             CGS
 ME2478
 ME2478                          STATION DESCRIPTION
 ME2478
 ME2478'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2478'STATION IS LOCATED ON THE PROPERTY OF MIKE HATALA ABOUT 4 MILES EAST
 ME2478'OF HOBART AND 0.3 MILE SOUTH OF
 ME2478'U.S. HIGHWAY 6.  IT IS 65 FEET EAST OF THE NORTHEAST CORNER OF A
 ME2478'GRAINERY, 27 FEET WEST OF THE CENTER
 ME2478'OF A GRAVEL ROAD, 4 FEET NORTH OF A WHITE WITNESS
 ME2478'POST AND 4 FEET WEST OF A FENCE.  THE MARK IS FLUSH AND
 ME2478'THE DISK IS STAMPED MCCOOL 1952.
 ME2478'
 ME2478'REFERENCE MARK NO. 1 IS 25 FEET WEST OF THE CENTER OF THE GRAVEL ROAD
 ME2478'AND 1 FOOT WEST OF THE FENCE.
 ME2478'THE MARK IS FLUSH AND THE DISK IS STAMPED MCCOOL NO 1 1952.
 ME2478'
 ME2478'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF THE NORTHEAST CORNER OF THE
 ME2478'GRAINERY.  THE MARK IS FLUSH
 ME2478'AND THE DISK IS STAMPED MCCOOL NO 2 1952.
 ME2478'
 ME2478'AZIMUTH MARK IS 19 FEET EAST OF THE CENTER OF THE GRAVEL ROAD AND 3
 ME2478'FEET SOUTH OF A WHITE WITNESS
 ME2478'POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 ME2478'MCCOOL 1952.
 ME2478'
 ME2478'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 51 AND U.S.
 ME2478'HIGHWAY 6, WHICH IS ABOUT 1
 ME2478'MILE NORTH OF HOBART, GO EAST ON HIGHWAY 6 FOR 4.0 MILES TO A GRAVEL
 ME2478'CROSSROAD.  TURN RIGHT AND GO SOUTH
 ME2478'ON GRAVEL ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON
 ME2478'THE LEFT AS DESCRIBED.  CONTINUE SOUTH ON GRAVEL ROAD
 ME2478'FOR 0.2 MILE TO THE STATION ON
 ME2478'THE RIGHT AS DESCRIBED.
 ME2478'
 ME2478'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 ME2478
 ME2478                          STATION RECOVERY (1977)
 ME2478
 ME2478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 ME2478'STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 ME2478'THE AZIMUTH MARK WAS NOT RECOVERED AND A FARMER STATED THAT IT HAD
 ME2478'BEEN PLOWED OUT.  THE PROPERTY OWNER STATED THAT THE REFERENCE MARK
 ME2478'2 HAD BEEN DISTURBED, THEN REPLACED.  IT WAS FOUND LEANING VERY
 ME2478'SLIGHTLY TO THE EAST.  THE DISTANCE TO REFERENCE MARK 1 WAS
 ME2478'SHORTER BY 0.05 FOOT, REFERENCE MARK 2 BY 0.11 FOOT.  THE DIRECTION
 ME2478'CHECKED REFERENCE MARK 1.  THE DIRECTION TO REFERENCE MARK 2
 ME2478'WAS GREATER BY 12 MINUTES.
 ME2478'
 ME2478'USC AND GS BENCH MARK K 148 WAS ESTABLISHED FOR A AZIMUTH MARK, USING
 ME2478'THE VALPARISO, MICRO-WAVE RELAY STATION TO ESTABLISH IT FROM.
 ME2478'
 ME2478'THE DESCRIPTION IS ADEQUATE FOR RECOVERY OF THE STATION WITH THE
 ME2478'ADDITION BELOW.
 ME2478'
 ME2478'BENCH MARK K 148 (USC AND GS) IS LOCATED IN THE SOUTHWEST ANGLE OF
 ME2478'THE INTERSECTION OF U.S. HIGHWAY 6 AND AIRPORT ROAD NORTH AND COUNTY
 ME2478'ROAD 500 W TO THE SOUTH.  IT IS 23 FEET WEST OF THE CENTERLINE OF
 ME2478'COUNTY ROAD 500 W, 36 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 ME2478'6 AND 4 FEET EAST OF POWER POLE NO. 344/864.  THE DISK IS CEMENTED
 ME2478'IN A DRILL HOLE IN A CONCRETE HEADWALL AND STAMPED K 148 1946, AND
 ME2478'ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 ME2478'
 ME2478'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES EAST OF
 ME2478'HOBART.
 ME2478'
 ME2478'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ME2478
 ME2478                          STATION RECOVERY (1977)
 ME2478
 ME2478'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1977 (RB)
 ME2478'MCCOOL 1952 RECOVERED GOOD.
 ME2478'
 ME2478'MCCOOL 1952 (AZIM) NO GOOD - ROAD SIDE DITCH CLEANED OUT AND MONUMENT
 ME2478'LEANING.
 ME2478'
 ME2478'MCCOOL NO 1 1952 RECOVERED GOOD.
 ME2478'
 ME2478'MCCOOL NO 2 1952 DESTROYED ACCORDING TO FARMER.
 ME2478'
 ME2478'AZIM. MARK NO GOOD.  LIBERTY TWP MICROWAVE RELAY RSA 45 TOWER CAN BE
 ME2478'SEEN OVER A GARAGE WITH A TALL SET OF TRANSIT LEGS.
 ME2478'
 ME2478'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES E OF HOBART.
 ME2478
 ME2478                          STATION RECOVERY (1984)
 ME2478
 ME2478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1984 (CLN)
 ME2478'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 ME2478'CONDITION.  REFERENCE MARK 2 WAS FOUND LEANING TOWARD THE STATION
 ME2478'SLIGHTLY BUT SOLID IN THE GROUND.  THE AZIMUTH MARK, ACCORDING TO MR
 ME2478'MIKE HATALA, PROPERTY OWNER, WAS TORN OUT BY COUNTY WHEN DITCH WAS
 ME2478'GRADED OUT.  THE ANGLE BETWEEN THE MARKS CHECKED THE 1952 DATA.  THE
 ME2478'DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE SHORTER BY 0.21 METERS,
 ME2478'(0.69 FT) 0.06 FT (1.83 CM) AND THE DISTANCE TO REFERENCE MARK 2 WAS
 ME2478'FOUND TO BE SHORTHER BY 0.051 METERS, (0.167 FT) 0.16 FT.  (4.88 CM)
 ME2478'THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 WAS MEASURED AT THIS TIME
 ME2478'AND ITS DISTANCE BEING 20.934 METERS, (68.681 FT) 68.68 FT. (20.93 M)
 ME2478'THE STATION IS LOCATED TO CLOSE TO A TREE TO OBSERVE AN ASTRONOMIC
 ME2478'AZIMUTH AND AT THE PRESENT TIME, WITH CROPS STILL IN THE FIELDS,
 ME2478'NOTHING IS VISIBLE TO THIS STATION AND NO SUITABLE LOCATEION WAS FOUND
 ME2478'FOR A NEW AZIMUTH MARK.  THE TO REACH FOR THIS STATION IS STILL
 ME2478'ADEQUATE WITH ONE ADDITION, THE GRAVEL ROAD IS NOW PAVED AND CALLED
 ME2478'COUNTY ROUTE 500 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1979 ***********************************************************************
 KA1979  DESIGNATION -  MCCORMICK
 KA1979  PID         -  KA1979
 KA1979  STATE/COUNTY-  IN/OWEN
 KA1979  USGS QUAD   -  GOSPORT (1983)
 KA1979
 KA1979                         *CURRENT SURVEY CONTROL
 KA1979  ___________________________________________________________________
 KA1979* NAD 83(1997)-  39 16 53.72011(N)    086 41 40.97174(W)     ADJUSTED  
 KA1979* NAVD 88     -       256.     (meters)     840.     (feet)  SCALED    
 KA1979  ___________________________________________________________________
 KA1979  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 KA1979  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KA1979
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1979
 KA1979.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1979.See file dsdata.txt to determine how the superseded data were derived.
 KA1979
 KA1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2633048070(NAD 83)
 KA1979_MARKER: DS = TRIANGULATION STATION DISK
 KA1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA2062 ***********************************************************************
 LA2062  DESIGNATION -  MCCORMICK
 LA2062  PID         -  LA2062
 LA2062  STATE/COUNTY-  IN/DELAWARE
 LA2062  USGS QUAD   -  REDKEY (1981)
 LA2062
 LA2062                         *CURRENT SURVEY CONTROL
 LA2062  ___________________________________________________________________
 LA2062* NAD 83(1997)-  40 17 56.69528(N)    085 13 55.43520(W)     ADJUSTED  
 LA2062* NAVD 88     -       286.     (meters)     938.     (feet)  SCALED    
 LA2062  ___________________________________________________________________
 LA2062  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 LA2062  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 LA2062
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2062
 LA2062.The geoid height was determined by GEOID03.
 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     -   0.99996046  x   0.99998347  =   0.99994393
 LA2062!UTM  16      -   0.99996046  x   0.99987791  =   0.99983837
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2062.See file dsdata.txt to determine how the superseded data were derived.
 LA2062
 LA2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5025462453(NAD 83)
 LA2062_MARKER: DS = TRIANGULATION STATION DISK
 LA2062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2138 ***********************************************************************
 LB2138  DESIGNATION -  MCCOY
 LB2138  PID         -  LB2138
 LB2138  STATE/COUNTY-  IN/JASPER
 LB2138  USGS QUAD   -  MC COYSBURG (1962)
 LB2138
 LB2138                         *CURRENT SURVEY CONTROL
 LB2138  ___________________________________________________________________
 LB2138* NAD 83(1997)-  40 56 02.01337(N)    087 01 18.89940(W)     ADJUSTED  
 LB2138* NAVD 88     -       211.27   (+/-2cm)     693.1    (feet)  VERTCON   
 LB2138  ___________________________________________________________________
 LB2138  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 LB2138  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 LB2138
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2138
 LB2138.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2138
 LB2138.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 (07/19/86)  211.36   (m)          693.4    (f) LEVELING    3  
 LB2138
 LB2138.Superseded values are not recommended for survey control.
 LB2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2138.See file dsdata.txt to determine how the superseded data were derived.
 LB2138
 LB2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9815531419(NAD 83)
 LB2138_MARKER: DS = TRIANGULATION STATION DISK
 LB2138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2138
 LB2138  HISTORY     - Date     Condition        Report By
 LB2138  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0291 ***********************************************************************
 MD0291  DESIGNATION -  MCCURDY AZ MK
 MD0291  PID         -  MD0291
 MD0291  STATE/COUNTY-  IN/ALLEN
 MD0291  USGS QUAD   -  WOODBURN NORTH (1994)
 MD0291
 MD0291                         *CURRENT SURVEY CONTROL
 MD0291  ___________________________________________________________________
 MD0291* NAD 83(1986)-  41 09 37.     (N)    084 48 31.     (W)     SCALED    
 MD0291* NAVD 88     -       225.505  (meters)     739.84   (feet)  ADJUSTED  
 MD0291  ___________________________________________________________________
 MD0291  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MD0291  DYNAMIC HT  -         225.413 (meters)     739.54  (feet)  COMP
 MD0291  MODELED GRAV-     980,214.0   (mgal)                       NAVD 88
 MD0291
 MD0291  VERT ORDER  -  SECOND    CLASS 0
 MD0291
 MD0291.The horizontal coordinates were scaled from a topographic map and have
 MD0291.an estimated accuracy of +/- 6 seconds.
 MD0291
 MD0291.The orthometric height was determined by differential leveling
 MD0291.and adjusted by the National Geodetic Survey in June 1991..
 MD0291
 MD0291.The geoid height was determined by GEOID03.
 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     -   656,710.      172,020.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0291.See file dsdata.txt to determine how the superseded data were derived.
 MD0291
 MD0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL838588(NAD 83)
 MD0291_MARKER: DZ = AZIMUTH MARK DISK
 MD0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0291_SP_SET: 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0288 ***********************************************************************
 MD0288  DESIGNATION -  MCCURDY RM 4
 MD0288  PID         -  MD0288
 MD0288  STATE/COUNTY-  IN/ALLEN
 MD0288  USGS QUAD   -  WOODBURN NORTH (1994)
 MD0288
 MD0288                         *CURRENT SURVEY CONTROL
 MD0288  ___________________________________________________________________
 MD0288* NAD 83(1986)-  41 09 41.     (N)    084 48 15.     (W)     SCALED    
 MD0288* NAVD 88     -       226.300  (meters)     742.45   (feet)  ADJUSTED  
 MD0288  ___________________________________________________________________
 MD0288  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 MD0288  DYNAMIC HT  -         226.208 (meters)     742.15  (feet)  COMP
 MD0288  MODELED GRAV-     980,213.7   (mgal)                       NAVD 88
 MD0288
 MD0288  VERT ORDER  -  SECOND    CLASS 0
 MD0288
 MD0288.The horizontal coordinates were scaled from a topographic map and have
 MD0288.an estimated accuracy of +/- 6 seconds.
 MD0288
 MD0288.The orthometric height was determined by differential leveling
 MD0288.and adjusted by the National Geodetic Survey in June 1991..
 MD0288
 MD0288.The geoid height was determined by GEOID03.
 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     -   656,840.      172,390.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0288.See file dsdata.txt to determine how the superseded data were derived.
 MD0288
 MD0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL842589(NAD 83)
 MD0288_MARKER: DR = REFERENCE MARK DISK
 MD0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0288_SP_SET: 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 = OCTOBER  6, 2006
 MD0289 ***********************************************************************
 MD0289  DESIGNATION -  MCCURDY RM 5
 MD0289  PID         -  MD0289
 MD0289  STATE/COUNTY-  IN/ALLEN
 MD0289  USGS QUAD   -  WOODBURN NORTH (1994)
 MD0289
 MD0289                         *CURRENT SURVEY CONTROL
 MD0289  ___________________________________________________________________
 MD0289* NAD 83(1986)-  41 09 41.     (N)    084 48 15.     (W)     SCALED    
 MD0289* NAVD 88     -       225.92   (+/-2cm)     741.2    (feet)  VERTCON   
 MD0289  ___________________________________________________________________
 MD0289  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 MD0289
 MD0289  VERT ORDER  -  THIRD (See Below)
 MD0289
 MD0289.The horizontal coordinates were scaled from a topographic map and have
 MD0289.an estimated accuracy of +/- 6 seconds.
 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.The vertical order pertains to the NGVD 29 superseded value.
 MD0289
 MD0289.The geoid height was determined by GEOID03.
 MD0289
 MD0289;                    North         East    Units  Estimated Accuracy
 MD0289;SPC IN E     -   656,840.      172,390.      MT  (+/- 180 meters Scaled)
 MD0289
 MD0289                          SUPERSEDED SURVEY CONTROL
 MD0289
 MD0289  NGVD 29 (10/13/05)  226.06   (m)          741.7    (f) RESET       3  
 MD0289
 MD0289.Superseded values are not recommended for survey control.
 MD0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0289.See file dsdata.txt to determine how the superseded data were derived.
 MD0289
 MD0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL842589(NAD 83)
 MD0289_MARKER: DR = REFERENCE MARK DISK
 MD0289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0289_SP_SET: HEADWALL
 MD0289_STAMPING: MCCURDY 1947 NO 5 1969
 MD0289_MARK LOGO: CGS   
 MD0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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 = OCTOBER  6, 2006
 LA2218 ***********************************************************************
 LA2218  DESIGNATION -  MCGRAW
 LA2218  PID         -  LA2218
 LA2218  STATE/COUNTY-  IN/MIAMI
 LA2218  USGS QUAD   -  PEORIA (1994)
 LA2218
 LA2218                         *CURRENT SURVEY CONTROL
 LA2218  ___________________________________________________________________
 LA2218* NAD 83(1997)-  40 38 11.33372(N)    085 58 01.06940(W)     ADJUSTED  
 LA2218* NAVD 88     -       246.     (meters)     807.     (feet)  SCALED    
 LA2218  ___________________________________________________________________
 LA2218  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 LA2218  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 LA2218
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2218
 LA2218.The geoid height was determined by GEOID03.
 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     -   0.99996681  x   0.99997461  =   0.99994142
 LA2218!UTM  16      -   0.99996681  x   0.99969393  =   0.99966075
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2218.See file dsdata.txt to determine how the superseded data were derived.
 LA2218
 LA2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8735698917(NAD 83)
 LA2218_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2218
 LA2218  HISTORY     - Date     Condition        Report By
 LA2218  HISTORY     - 1948     MONUMENTED       CGS
 LA2218  HISTORY     - 1954     SEE DESCRIPTION  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
 LA2218'NORTHWEST OF AMBOY AND
 LA2218'2 MILES SOUTHEAST OF SANTA FE.  IT IS 54 FEET WEST OF CENTER OF STATE
 LA2218'HIGHWAY 21, 31 FEET SOUTH OF A
 LA2218'PRIVATE DRIVEWAY AND 18 FEET WEST OF A WHITE WITNESS POST.  THE
 LA2218'MARK IS ABOUT 8 INCHES BELOW THE SURFACE
 LA2218'OF THE GROUND AND THE DISK IS STAMPED MCGRAW
 LA2218'1948.
 LA2218'
 LA2218'REFERENCE MARK NO. 1 IS 98.23 FEET NORTH OF THE STATION.  IT IS 36
 LA2218'FEET WEST OF THE CENTER OF
 LA2218'HIGHWAY 21 AND 1 FOOT SOUTHWEST OF A FENCE CORNER.  THE MARK IS FLUSH
 LA2218'WITH THE GROUND AND THE DISK IS
 LA2218'STAMPED 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
 LA2218'CORNER OF A BARN AND 1 FOOT EAST OF A FENCE.  THE MARK IS FLUSH WITH
 LA2218'THE GROUND AND THE DISK IS
 LA2218'STAMPED 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
 LA2218'FEET NORTH OF A WHITE WITNESS POST AND 2 FEET WEST OF A CONCRETE
 LA2218'CORNER POST.  THE MARK PROJECTS
 LA2218'ABOUT 8 INCHES 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
 LA2218'EAST ON HIGHWAY 21 FOR 8.9 MILES TO THE JUNCTION OF STATE HIGHWAY
 LA2218'218, CONTINUE SOUTH AND EAST ON
 LA2218'HIGHWAY 21 FOR 1.5 MILES TO STATION ON RIGHT OR WEST OF
 LA2218'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
 LA2218'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
 LA2218'TO ALL MARKS CHECKED.  THE DIRECTIONS TO REFERENCE MARK NO. 1 AND THE
 LA2218'AZIMUTH MARK CHECKED BUT DID NOT
 LA2218'CHECK TO 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 = OCTOBER  6, 2006
 KA1980 ***********************************************************************
 KA1980  DESIGNATION -  MCGUIRE
 KA1980  PID         -  KA1980
 KA1980  STATE/COUNTY-  IN/MONROE
 KA1980  USGS QUAD   -  BLOOMINGTON (1990)
 KA1980
 KA1980                         *CURRENT SURVEY CONTROL
 KA1980  ___________________________________________________________________
 KA1980* NAD 83(1997)-  39 10 48.74149(N)    086 36 24.34106(W)     ADJUSTED  
 KA1980* NAVD 88     -       303.     (meters)     994.     (feet)  SCALED    
 KA1980  ___________________________________________________________________
 KA1980  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 KA1980  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KA1980
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1980
 KA1980.The geoid height was determined by GEOID03.
 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  =   0.99957187
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1980.See file dsdata.txt to determine how the superseded data were derived.
 KA1980
 KA1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ3396536848(NAD 83)
 KA1980_MARKER: DS = TRIANGULATION STATION DISK
 KA1980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ1030 ***********************************************************************
 HZ1030  CBN         -  This is a Cooperative Base Network Control Station.
 HZ1030  DESIGNATION -  MCKAY
 HZ1030  PID         -  HZ1030
 HZ1030  STATE/COUNTY-  IN/SWITZERLAND
 HZ1030  USGS QUAD   -  VEVAY SOUTH (1994)
 HZ1030
 HZ1030                         *CURRENT SURVEY CONTROL
 HZ1030  ___________________________________________________________________
 HZ1030* NAD 83(1997)-  38 43 37.22663(N)    085 06 14.42780(W)     ADJUSTED  
 HZ1030* NAVD 88     -       143.525  (meters)     470.88   (feet)  ADJUSTED  
 HZ1030  ___________________________________________________________________
 HZ1030  X           -     425,236.493 (meters)                     COMP
 HZ1030  Y           -  -4,964,249.179 (meters)                     COMP
 HZ1030  Z           -   3,968,788.352 (meters)                     COMP
 HZ1030  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 HZ1030  ELLIP HEIGHT-         109.69  (meters)          (04/10/98) GPS OBS
 HZ1030  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HZ1030  DYNAMIC HT  -         143.433 (meters)     470.58  (feet)  COMP
 HZ1030  MODELED GRAV-     979,985.4   (mgal)                       NAVD 88
 HZ1030
 HZ1030  HORZ ORDER  -  B
 HZ1030  VERT ORDER  -  FIRST     CLASS II
 HZ1030  ELLP ORDER  -  FOURTH    CLASS I
 HZ1030
 HZ1030.The horizontal coordinates were established by GPS observations
 HZ1030.and adjusted by the National Geodetic Survey in April 1998..
 HZ1030
 HZ1030.The orthometric height was determined by differential leveling
 HZ1030.and adjusted by the National Geodetic Survey in June 1991..
 HZ1030
 HZ1030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ1030
 HZ1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1030
 HZ1030.The ellipsoidal height was determined by GPS observations
 HZ1030.and is referenced to NAD 83.
 HZ1030
 HZ1030.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 HZ1030;SPC IN E     -   386,341.904   148,926.403   MT  0.99999613   +0 21 07.2
 HZ1030;SPC IN E     - 1,267,523.40    488,602.71   sFT  0.99999613   +0 21 07.2
 HZ1030;SPC KY1Z     - 1,265,861.401 1,556,174.785   MT  1.00001510   +0 23 47.8
 HZ1030;SPC KY1Z     - 4,153,080.28  5,105,550.11   sFT  1.00001510   +0 23 47.8
 HZ1030;SPC KY N     -   136,540.417   425,740.066   MT  0.99997233   -0 31 52.5
 HZ1030;SPC KY N     -   447,966.35  1,396,782.20   sFT  0.99997233   -0 31 52.5
 HZ1030;UTM  16      - 4,288,189.359   664,812.907   MT  0.99993450   +1 11 11.1
 HZ1030
 HZ1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ1030!SPC IN E     -   0.99998279  x   0.99999613  =   0.99997892
 HZ1030!SPC KY1Z     -   0.99998279  x   1.00001510  =   0.99999789
 HZ1030!SPC KY N     -   0.99998279  x   0.99997233  =   0.99995512
 HZ1030!UTM  16      -   0.99998279  x   0.99993450  =   0.99991729
 HZ1030
 HZ1030|---------------------------------------------------------------------|
 HZ1030| PID    Reference Object                     Distance      Geod. Az  |
 HZ1030|                                                           dddmmss.s |
 HZ1030| HZ1997 BM                                   47.265 METERS 06357     |
 HZ1030| CG8967 MCKAY RM 1                           23.398 METERS 09954     |
 HZ1030| CG8968 MCKAY RM 2                           28.200 METERS 20748     |
 HZ1030| CG8966 MCKAY AZ MK                                        2214019.6 |
 HZ1030|---------------------------------------------------------------------|
 HZ1030
 HZ1030                          SUPERSEDED SURVEY CONTROL
 HZ1030
 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 (04/10/98)  143.53   (m)          470.9    (f) LEVELING    3  
 HZ1030  NGVD 29 (??/??/92)  143.709  (m)          471.49   (f) ADJ UNCH    1 2
 HZ1030
 HZ1030.Superseded values are not recommended for survey control.
 HZ1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1030.See file dsdata.txt to determine how the superseded data were derived.
 HZ1030
 HZ1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH6481388189(NAD 83)
 HZ1030_MARKER: DS = TRIANGULATION STATION DISK
 HZ1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1030_STAMPING: MCKAY 1947
 HZ1030_MARK LOGO: USCG  
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 ME2223 ***********************************************************************
 ME2223  DESIGNATION -  MCKINLEY
 ME2223  PID         -  ME2223
 ME2223  STATE/COUNTY-  IN/ST JOSEPH
 ME2223  USGS QUAD   -  SOUTH BEND EAST (1992)
 ME2223
 ME2223                         *CURRENT SURVEY CONTROL
 ME2223  ___________________________________________________________________
 ME2223* NAD 83(1997)-  41 40 41.28097(N)    086 13 07.56635(W)     ADJUSTED  
 ME2223* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 ME2223  ___________________________________________________________________
 ME2223  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 ME2223  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME2223
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2223
 ME2223.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2223.See file dsdata.txt to determine how the superseded data were derived.
 ME2223
 ME2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6502514336(NAD 83)
 ME2223_MARKER: DS = TRIANGULATION STATION DISK
 ME2223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2223'SCHOOL GROUNDS.  IT IS 0.2 MILE SOUTHEAST OF THE SCHOOL BUILDING, 76
 ME2223'FEET NORTHWEST OF THE INTERSECTION
 ME2223'OF E. COLFAX AVENUE AND N. COQUILLARD DRIVE, 60 FEET WEST
 ME2223'OF THE CENTER OF N. COQUILLARD DRIVE, 50 FEET
 ME2223'NORTH OF THE CENTER OF E. COLFAX AVENUE
 ME2223'AND 20 FEET WEST OF THE WEST EDGE OF A SIDEWALK.  THE MARK IS
 ME2223'FLUSH AND THE DISK IS STAMPED
 ME2223'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
 ME2223'INCH ELM TREE AND 2 FEET WEST OF THE WEST EDGE OF THE SIDEWALK.  THE
 ME2223'MARK IS FLUSH AND THE DISK IS
 ME2223'STAMPED 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
 ME2223'CENTER OF E. COLFAX AVENUE AND 1 FOOT WEST OF THE WEST EDGE OF A
 ME2223'SIDEWALK.  THE MARK IS FLUSH AND THE
 ME2223'DISK IS 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,
 ME2223'46 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 33 FEET EAST OF THE CENTER
 ME2223'OF N. IRONWOOD DRIVE, 12 FEET
 ME2223'SOUTHEAST OF A WHITE WITNESS POST AND 1 FOOT WEST OF WEST
 ME2223'EDGE OF A SIDEWALK.  THE MARK IS FLUSH AND THE
 ME2223'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 = OCTOBER  6, 2006
 JA1693 ***********************************************************************
 JA1693  DESIGNATION -  MCKINLEY
 JA1693  PID         -  JA1693
 JA1693  STATE/COUNTY-  IN/WASHINGTON
 JA1693  USGS QUAD   -  SMEDLEY (1994)
 JA1693
 JA1693                         *CURRENT SURVEY CONTROL
 JA1693  ___________________________________________________________________
 JA1693* NAD 83(1997)-  38 43 48.53149(N)    086 11 15.17965(W)     ADJUSTED  
 JA1693* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 JA1693  ___________________________________________________________________
 JA1693  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 JA1693  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JA1693
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1693
 JA1693.The geoid height was determined by GEOID03.
 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     -   0.99996587  x   0.99999192  =   0.99995779
 JA1693!SPC IN W     -   0.99996587  x   1.00004135  =   1.00000722
 JA1693!UTM  16      -   0.99996587  x   0.99966141  =   0.99962729
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1693.See file dsdata.txt to determine how the superseded data were derived.
 JA1693
 JA1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7061887145(NAD 83)
 JA1693_MARKER: DS = TRIANGULATION STATION DISK
 JA1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA2027 ***********************************************************************
 LA2027  DESIGNATION -  MCNATTS
 LA2027  PID         -  LA2027
 LA2027  STATE/COUNTY-  IN/WELLS
 LA2027  USGS QUAD   -  LIBERTY CENTER (1962)
 LA2027
 LA2027                         *CURRENT SURVEY CONTROL
 LA2027  ___________________________________________________________________
 LA2027* NAD 83(1997)-  40 39 14.09326(N)    085 22 19.62660(W)     ADJUSTED  
 LA2027* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 LA2027  ___________________________________________________________________
 LA2027  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 LA2027  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 LA2027
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2027
 LA2027.The geoid height was determined by GEOID03.
 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  =   0.99979756
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2027.See file dsdata.txt to determine how the superseded data were derived.
 LA2027
 LA2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3762401613(NAD 83)
 LA2027_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2027
 LA2027  HISTORY     - Date     Condition        Report By
 LA2027  HISTORY     - 1948     MONUMENTED       CGS
 LA2027  HISTORY     - 1955     SEE DESCRIPTION  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
 LA2027'THE SOUTHEAST ANGLE OF THE JUNCTION OF STATE HIGHWAYS 3, 5 AND 118.
 LA2027'IT IS 210 FEET SOUTHEAST OF THE
 LA2027'INTERSECTION OF THE HIGHWAYS, 180 FEET SOUTH OF THE CENTER OF
 LA2027'HIGHWAY 118, 67 FEET EAST OF THE CENTER OF
 LA2027'HIGHWAY 3 AND 55 FEET WEST OF A FENCE LINE AND
 LA2027'A POWER LINE POLE.  THE MARK IS 6 INCHES BELOW THE SURFACE OF
 LA2027'THE GROUND AND THE DISK IS STAMPED MC
 LA2027'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
 LA2027'HIGHWAY 5 AND 40 FEET WEST OF THE CENTER OF HIGHWAY 3.  THE DISK IS
 LA2027'SET FLUSH IN A DRILL HOLE IN THE CENTER
 LA2027'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
 LA2027'FEET SOUTH OF THE CENTER OF HIGHWAY 118 AND 1 FOOT WEST OF A FENCE
 LA2027'LINE AND A WHITE WITNESS POST.  THE
 LA2027'MARK IS A 8 IN BY 8 INCH CONCRETE POST PROJECTING 4 INCHES
 LA2027'WITH A STANDARD USC AND GS BENCH MARK DISK
 LA2027'STAMPED L 214 1947.
 LA2027'
 LA2027'THE AZIMUTH MARK IS 0.2 MILE EAST OF THE STATION.  IT IS 39 FEET
 LA2027'SOUTH OF THE CENTER OF
 LA2027'HIGHWAY 118, 31 FEET WEST OF A POWER LINE POLE, 2 FEET EAST OF A
 LA2027'WHITE WITNESS POST AND 1 FOOT
 LA2027'NORTH OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE
 LA2027'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
 LA2027'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
 LA2027'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ2326 ***********************************************************************
 HZ2326  DESIGNATION -  MCNEELY
 HZ2326  PID         -  HZ2326
 HZ2326  STATE/COUNTY-  IN/SCOTT
 HZ2326  USGS QUAD   -  BLOCHER (1993)
 HZ2326
 HZ2326                         *CURRENT SURVEY CONTROL
 HZ2326  ___________________________________________________________________
 HZ2326* NAD 83(1997)-  38 41 10.85726(N)    085 41 13.29691(W)     ADJUSTED  
 HZ2326* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 HZ2326  ___________________________________________________________________
 HZ2326  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 HZ2326  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HZ2326
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2326
 HZ2326.The geoid height was determined by GEOID03.
 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     -   0.99997614  x   0.99996671  =   0.99994285
 HZ2326!UTM  16      -   0.99997614  x   0.99976058  =   0.99973672
 HZ2326
 HZ2326:                Primary Azimuth Mark                     Grid Az
 HZ2326:SPC IN E     -  MCNEELY AZ MK                            201 43 02.2
 HZ2326:UTM  16      -  MCNEELY AZ MK                            200 53 01.6
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2326.See file dsdata.txt to determine how the superseded data were derived.
 HZ2326
 HZ2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1419582789(NAD 83)
 HZ2326_MARKER: DS = TRIANGULATION STATION DISK
 HZ2326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2301 ***********************************************************************
 ME2301  DESIGNATION -  MEADER
 ME2301  PID         -  ME2301
 ME2301  STATE/COUNTY-  IN/FULTON
 ME2301  USGS QUAD   -  PERSHING (1962)
 ME2301
 ME2301                         *CURRENT SURVEY CONTROL
 ME2301  ___________________________________________________________________
 ME2301* NAD 83(1997)-  41 03 13.52257(N)    086 17 04.44340(W)     ADJUSTED  
 ME2301* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 ME2301  ___________________________________________________________________
 ME2301  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 ME2301  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 ME2301
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2301
 ME2301.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2301.See file dsdata.txt to determine how the superseded data were derived.
 ME2301
 ME2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6012044971(NAD 83)
 ME2301_MARKER: DS = TRIANGULATION STATION DISK
 ME2301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2301'HIGHWAY 14 AND ON LAND OWNED BY MR. JOHN W. MEADER.  IT IS ON THE
 ME2301'HIGHEST POINT OF A SMALL SAND RIDGE
 ME2301'ABOUT 100 YARDS SOUTH OF HIGHWAY 14, 28 FEET WEST OF THE SOUTH
 ME2301'WEST LEG OF THE WIND MILL AND 4 FEET WEST OF A
 ME2301'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 ME2301'3 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
 ME2301'THE SOUTHEAST CORNER OF THE HOUSE AND 88 FEET SOUTHWEST OF THE
 ME2301'SOUTHWEST CORNER OF THE BARN.  THE
 ME2301'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MEADER NO 1
 ME2301'1947.
 ME2301'
 ME2301'REFERENCE MARK NO. 2 IS 92.47 FEET NORTHEAST OF THE STATION ON THE
 ME2301'EAST SLOPE OF THE HILL ABOUT 100
 ME2301'YARDS SOUTH OF HIGHWAY 14.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 ME2301'DISK IS STAMPED MEADER NO 2 1947.
 ME2301'
 ME2301'AZIMUTH MARK IS 0.2 MILE EAST OF THE STATION IN THE SOUTHEAST ANGLE
 ME2301'OF HIGHWAY 14 AND A GRAVEL
 ME2301'CROSSROAD.  IT IS 41 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD,
 ME2301'29 FEET SOUTH OF THE CENTER OF
 ME2301'HIGHWAY 14, 2.5 FEET WEST OF A WHITE WITNESS POST AND ONE FOOT
 ME2301'NORTH OF THE FENCE.  THE MARK PROJECTS
 ME2301'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
 ME2301'SECTION OF ROCHESTER, GO WEST ON STATE HIGHWAY 14 FOR 3.3 MILES TO A
 ME2301'CROSS ROAD AND THE AZIMUTH MARK AS
 ME2301'DESCRIBED, CONTINUE WEST ON HIGHWAY 14 FOR 0.2 MILE TO TWO
 ME2301'BARNS ON THE LEFT, TURN LEFT BETWEEN THE BARNS
 ME2301'AND GO ABOUT 100 YARDS TO THE TOP OF THE
 ME2301'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
 ME2301'DIRECTION TO ALL MARKS CHECKED.  THE OLD DESCRIPTION IS ADEQUATE.
 ME2301'
 ME2301'HEIGHT OF LIGHT ABOVE THE STATION MARK 30 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2387 ***********************************************************************
 ME2387  DESIGNATION -  MEDARYVILLE MUNICIPAL TANK
 ME2387  PID         -  ME2387
 ME2387  STATE/COUNTY-  IN/PULASKI
 ME2387  USGS QUAD   -  MEDARYVILLE (1962)
 ME2387
 ME2387                         *CURRENT SURVEY CONTROL
 ME2387  ___________________________________________________________________
 ME2387* NAD 83(1997)-  41 04 49.09817(N)    086 53 18.32428(W)     ADJUSTED  
 ME2387* NAVD 88     -                                                        
 ME2387  ___________________________________________________________________
 ME2387  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 ME2387  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 ME2387
 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
 ME2387.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2387
 ME2387.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2387
 ME2387  NAD 83(1986)-  41 04 49.10376(N)    086 53 18.33258(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2387.See file dsdata.txt to determine how the superseded data were derived.
 ME2387
 ME2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL0937247678(NAD 83)
 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 = OCTOBER  6, 2006
 LB2221 ***********************************************************************
 LB2221  DESIGNATION -  MEDINA
 LB2221  PID         -  LB2221
 LB2221  STATE/COUNTY-  IN/WARREN
 LB2221  USGS QUAD   -  CHATTERTON (1961)
 LB2221
 LB2221                         *CURRENT SURVEY CONTROL
 LB2221  ___________________________________________________________________
 LB2221* NAD 83(1997)-  40 26 47.49965(N)    087 07 51.91518(W)     ADJUSTED  
 LB2221* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 LB2221  ___________________________________________________________________
 LB2221  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 LB2221  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 LB2221
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2221
 LB2221.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 LB2221| PID    Reference Object                     Distance      Geod. Az  |
 LB2221|                                                           dddmmss.s |
 LB2221| LB2220 BM 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2221.See file dsdata.txt to determine how the superseded data were derived.
 LB2221
 LB2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK8888477328(NAD 83)
 LB2221_MARKER: DS = TRIANGULATION STATION DISK
 LB2221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2221_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1673 ***********************************************************************
 JA1673  DESIGNATION -  MEDORA
 JA1673  PID         -  JA1673
 JA1673  STATE/COUNTY-  IN/JACKSON
 JA1673  USGS QUAD   -  MEDORA (1994)
 JA1673
 JA1673                         *CURRENT SURVEY CONTROL
 JA1673  ___________________________________________________________________
 JA1673* NAD 83(1997)-  38 49 05.63952(N)    086 11 54.88526(W)     ADJUSTED  
 JA1673* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 JA1673  ___________________________________________________________________
 JA1673  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 JA1673  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JA1673
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1673
 JA1673.The geoid height was determined by GEOID03.
 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     -   0.99996587  x   0.99999293  =   0.99995880
 JA1673!SPC IN W     -   0.99996587  x   1.00003934  =   1.00000521
 JA1673!UTM  16      -   0.99996587  x   0.99965961  =   0.99962549
 JA1673
 JA1673:                Primary Azimuth Mark                     Grid Az
 JA1673:SPC IN E     -  MEDORA MUNICIPAL TANK                    073 01 43.8
 JA1673:SPC IN W     -  MEDORA MUNICIPAL TANK                    072 08 26.7
 JA1673:UTM  16      -  MEDORA MUNICIPAL TANK                    072 11 34.8
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1673.See file dsdata.txt to determine how the superseded data were derived.
 JA1673
 JA1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6957496911(NAD 83)
 JA1673_MARKER: DS = TRIANGULATION STATION DISK
 JA1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1674 ***********************************************************************
 JA1674  DESIGNATION -  MEDORA MUNICIPAL TANK
 JA1674  PID         -  JA1674
 JA1674  STATE/COUNTY-  IN/JACKSON
 JA1674  USGS QUAD   -  MEDORA (1994)
 JA1674
 JA1674                         *CURRENT SURVEY CONTROL
 JA1674  ___________________________________________________________________
 JA1674* NAD 83(1997)-  38 49 33.43308(N)    086 10 00.77821(W)     ADJUSTED  
 JA1674* NAVD 88     -                                                        
 JA1674  ___________________________________________________________________
 JA1674  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 JA1674  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JA1674
 JA1674  HORZ ORDER  -  THIRD
 JA1674
 JA1674.The horizontal coordinates were established by classical geodetic methods
 JA1674.and adjusted by the National Geodetic Survey in May 1999..
 JA1674
 JA1674
 JA1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1674
 JA1674.The geoid height was determined by GEOID03.
 JA1674
 JA1674;                    North         East     Units Scale Factor Converg.
 JA1674;SPC IN E     -   397,294.263    56,563.443   MT  0.99998989   -0 18 49.0
 JA1674;SPC IN E     - 1,303,456.26    185,575.23   sFT  0.99998989   -0 18 49.0
 JA1674;UTM  16      - 4,297,792.411   572,318.031   MT  0.99966440   +0 31 20.5
 JA1674
 JA1674                          SUPERSEDED SURVEY CONTROL
 JA1674
 JA1674  NAD 83(1993)-  38 49 33.43719(N)    086 10 00.77876(W) AD(       ) 4
 JA1674  NAD 83(1986)-  38 49 33.43705(N)    086 10 00.78030(W) AD(       ) 4
 JA1674  NAD 27      -  38 49 33.24300(N)    086 10 00.84600(W) AD(       ) 3
 JA1674
 JA1674.Superseded values are not recommended for survey control.
 JA1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1674.See file dsdata.txt to determine how the superseded data were derived.
 JA1674
 JA1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7231897792(NAD 83)
 JA1674_MARKER: 53 = ELEVATED TANK
 JA1674
 JA1674  HISTORY     - Date     Condition        Report By
 JA1674  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1674  HISTORY     - 20050407 MARK NOT FOUND   IN-071
 JA1674
 JA1674                          STATION DESCRIPTION
 JA1674
 JA1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1674'THIS IS AN INTERSECTION STATION.
 JA1674'
 JA1674'THE STATION IS THE BALL ON THE TOP OF THE TANK, LOCATED IN THE
 JA1674'NORTHEASTERN EDGE OF TOWN ABOUT 90 FEET WEST OF THE BALTIMORE
 JA1674'AND OHIO RAILROAD TRACKS. IT IS BUILT OF STEEL AND IS ABOUT 125 FEET
 JA1674'HIGH.
 JA1674
 JA1674                          STATION RECOVERY (2005)
 JA1674
 JA1674'RECOVERY NOTE BY JACKSON COUNTY INDIANA 2005 (BDM)
 JA1674'THE OLD WATER TANK HAS BEEN REMOVED AND REPLACED, NEW TANK NOT IN SAME
 JA1674'PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1832 ***********************************************************************
 JA1832  DESIGNATION -  MEINRAD
 JA1832  PID         -  JA1832
 JA1832  STATE/COUNTY-  IN/SPENCER
 JA1832  USGS QUAD   -  SAINT MEINRAD (1980)
 JA1832
 JA1832                         *CURRENT SURVEY CONTROL
 JA1832  ___________________________________________________________________
 JA1832* NAD 83(1997)-  38 10 14.89408(N)    086 50 35.31337(W)     ADJUSTED  
 JA1832* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 JA1832  ___________________________________________________________________
 JA1832  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 JA1832  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 JA1832
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1832
 JA1832.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1832.See file dsdata.txt to determine how the superseded data were derived.
 JA1832
 JA1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1374024778(NAD 83)
 JA1832_MARKER: DS = TRIANGULATION STATION DISK
 JA1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1832
 JA1832  HISTORY     - Date     Condition        Report By
 JA1832  HISTORY     - 1946     MONUMENTED       CGS
 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
 JA1832'HIGHWAYS 545 AND 62 IN ST MEINRAD.  IT IS AT THE SITE OF A
 JA1832'ROAD SIDE TABLE, 37 FEET
 JA1832'WEST OF THE CENTERLINE OF THE HIGHWAY AND
 JA1832'5.5 FEET WEST OF A WITNESS POST.  THE MARK
 JA1832'PROJECTS 3 INCHES AND THE
 JA1832'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
 JA1832'THE HIGHWAY AND IS ON THE NORTHWEST EDGE OF A
 JA1832'CULTIVATED FIELD.  THE MARK PROJECTS
 JA1832'3 INCHES AND THE DISK IS STAMPED
 JA1832'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
 JA1832'THE HIGHWAY AND 4.5 FEET NORTH OF A POWERLINE.  THE
 JA1832'MARK PROJECTS 3 INCHES AND THE
 JA1832'DISK IS STAMPED MEINRAD 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
 JA1832'MEINRAD, APPROXIMATELY 0.9 MILE EAST OF THE STATION,
 JA1832'29 FEET SOUTH OF THE CENTERLINE OF
 JA1832'THE HIGHWAY, 4 FEET NORTH OF A
 JA1832'FENCELINE, 4 FEET NORTHWEST OF A WITNESS POST, AND 2
 JA1832'FEET WEST OF A
 JA1832'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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2225 ***********************************************************************
 LB2225  DESIGNATION -  MELLOTT
 LB2225  PID         -  LB2225
 LB2225  STATE/COUNTY-  IN/FOUNTAIN
 LB2225  USGS QUAD   -  MELLOTT (1980)
 LB2225
 LB2225                         *CURRENT SURVEY CONTROL
 LB2225  ___________________________________________________________________
 LB2225* NAD 83(1997)-  40 09 34.97533(N)    087 08 57.70217(W)     ADJUSTED  
 LB2225* NAVD 88     -       217.14   (+/-2cm)     712.4    (feet)  VERTCON   
 LB2225  ___________________________________________________________________
 LB2225  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 LB2225  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 LB2225
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2225
 LB2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2225
 LB2225.The geoid height was determined by GEOID03.
 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     -   0.99997115  x   0.99996706  =   0.99993822
 LB2225!UTM  16      -   0.99997115  x   0.99960199  =   0.99957316
 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 (07/19/86)  217.22   (m)          712.7    (f) LEVELING    3  
 LB2225
 LB2225.Superseded values are not recommended for survey control.
 LB2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2225.See file dsdata.txt to determine how the superseded data were derived.
 LB2225
 LB2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK8728045495(NAD 83)
 LB2225_MARKER: DS = TRIANGULATION STATION DISK
 LB2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2225_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2283 ***********************************************************************
 ME2283  DESIGNATION -  MENTONE
 ME2283  PID         -  ME2283
 ME2283  STATE/COUNTY-  IN/KOSCIUSKO
 ME2283  USGS QUAD   -  MENTONE (1994)
 ME2283
 ME2283                         *CURRENT SURVEY CONTROL
 ME2283  ___________________________________________________________________
 ME2283* NAD 83(1997)-  41 10 23.69789(N)    086 00 27.71359(W)     ADJUSTED  
 ME2283* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 ME2283  ___________________________________________________________________
 ME2283  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 ME2283  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 ME2283
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2283
 ME2283.The geoid height was determined by GEOID03.
 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     -   0.99996295  x   0.99997674  =   0.99993969
 ME2283!UTM  16      -   0.99996295  x   0.99968527  =   0.99964823
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2283.See file dsdata.txt to determine how the superseded data were derived.
 ME2283
 ME2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8323658464(NAD 83)
 ME2283_MARKER: DS = TRIANGULATION STATION DISK
 ME2283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2283'ABOUT 1-1/2 MILES EAST OF MENTONE.  IT IS 160 FEET SOUTH OF THE
 ME2283'CENTER OF THE HIGHWAY, 45 FEET NORTH
 ME2283'OF THE NORTHEAST CORNER OF MR. GOODMANS BARN AND 1 FOOT
 ME2283'WEST OF A FENCE.  THE MARK IS FLUSH AND THE DISK
 ME2283'IS STAMPED MENTONE 1952.
 ME2283'
 ME2283'REFERENCE MARK NO. 1 IS 22 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 ME2283'20 FEET EAST OF A FENCE CORNER
 ME2283'AND 1 FOOT SOUTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 ME2283'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
 ME2283'FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED MENTONE NO 2 1952.
 ME2283'
 ME2283'BENCH MARK U 145 WAS USED AS AN AZIMUTH MARK.  IT IS 39 FEET
 ME2283'NORTHWEST OF THE NORTHWEST
 ME2283'CORNER OF A HOUSE, 24 FEET SOUTH OF THE CENTER OF HIGHWAY 25 AND 2
 ME2283'FEET WEST OF A WHITE WITNESS POST.
 ME2283'THE MARK IS A CONCRETE MONUMENT, 10 INCHES SQUARE, SET FLUSH
 ME2283'WITH THE GROUND AND THE DISK IS A U.S. COAST
 ME2283'AND GEODETIC SURVEY BENCH MARK DISK
 ME2283'STAMPED U 145 1946.
 ME2283'
 ME2283'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND 25 IN
 ME2283'MENTONE, GO EAST ON HIGHWAY 25
 ME2283'FOR 1.35 MILES TO THE BENCH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 ME2283'EAST ON THE HIGHWAY FOR 0.3 MILE TO
 ME2283'MR. GOODMANS FARM BUILDINGS ON THE RIGHT
 ME2283'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 = OCTOBER  6, 2006
 JA0549 ***********************************************************************
 JA0549  DESIGNATION -  MENTOR
 JA0549  PID         -  JA0549
 JA0549  STATE/COUNTY-  IN/DUBOIS
 JA0549  USGS QUAD   -  BIRDSEYE (1993)
 JA0549
 JA0549                         *CURRENT SURVEY CONTROL
 JA0549  ___________________________________________________________________
 JA0549* NAD 83(1997)-  38 19 11.93230(N)    086 42 59.13768(W)     ADJUSTED  
 JA0549* NAVD 88     -       232.175  (meters)     761.73   (feet)  ADJUSTED  
 JA0549  ___________________________________________________________________
 JA0549  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 JA0549  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JA0549  DYNAMIC HT  -         232.017 (meters)     761.21  (feet)  COMP
 JA0549  MODELED GRAV-     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
 JA0549.and adjusted by the National Geodetic Survey in June 1991..
 JA0549
 JA0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0549
 JA0549.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996870  x   0.99997934  =   0.99994804
 JA0549!UTM  16      -   0.99996870  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|---------------------------------------------------------------------|
 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
 JA0549.Superseded values are not recommended for survey control.
 JA0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0549.See file dsdata.txt to determine how the superseded data were derived.
 JA0549
 JA0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2478841357(NAD 83)
 JA0549_MARKER: DR = REFERENCE MARK DISK
 JA0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0549_STAMPING: MENTOR 1946
 JA0549_PROJECTION: FLUSH
 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 - July 28, 2006
 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             NGS
 JA0549  HISTORY     - 19970101 GOOD             INDNR
 JA0549  HISTORY     - 20060728 GOOD             LNDMRK
 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
 JA0549'LAND OWNED AND OCCUPIED BY JAMES F SANDERS.  THE STATION
 JA0549'MARK IS IN THE NORTHEAST
 JA0549'CORNER OF THE LARGE FIELD WHICH LIES NORTH
 JA0549'OF THE SANDERS BARN, 34 FEET SOUTHWEST OF A
 JA0549'FENCE CORNER, 39 FEET
 JA0549'WEST OF AN OLD ROAD CUT AND 17 FEET WEST OF A WHITE WITNESS
 JA0549'POST.  THE MARK
 JA0549'IS 6 INCHES UNDERGROUND AND THE DISK IS STAMPED MENTOR 1946.
 JA0549'
 JA0549'REFERENCE MARK NO 1 IS 77.24 FEET SOUTH OF THE STATION, 105 FEET
 JA0549'SOUTH OF A FENCE CORNER
 JA0549'AND 1 FOOT WEST OF A FENCE, NEAR THE BANK OF THE OLD
 JA0549'ROAD.  THE MARK PROJECTS 4
 JA0549'INCHES AND THE DISK IS STAMPED MENTOR NO 1 1946.
 JA0549'
 JA0549'REFERENCE MARK NO 2 IS 86.57 FEET NORTHWEST OF THE STATION, 90 FEET
 JA0549'WEST OF A FENCE CORNER AND
 JA0549'1 FOOT WEST OF A FENCE, NEAR THE BANK OF THE OLD
 JA0549'ROAD.  THE MARK PROJECTS 4 INCHES
 JA0549'AND THE DISK IS STAMPED MENTOR NO 2 1946.
 JA0549'
 JA0549'THE AZIMUTH MARK IS SOUTHWEST OF THE STATION ALONG STATE HIGHWAY 64,
 JA0549'32 FEET SOUTH OF THE
 JA0549'CENTERLINE OF THE HIGHWAY AND 2 FEET EAST OF A WHITE
 JA0549'WITNESS POST, AT THE TOP OF A
 JA0549'HILL.  THE MARK PROJECTS 4 INCHES AND
 JA0549'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
 JA0549'WITH THE HOUSE ON THE SOUTH SIDE OF STATE HIGHWAY
 JA0549'64 AND HIS BARN ON THE NORTH.  GO
 JA0549'NORTH ALONG AN OLD ROAD CUT WHICH
 JA0549'IS EAST OF THE BARN FOR ABOUT 0.1 MILE TO THE
 JA0549'STATION ON THE LEFT AT
 JA0549'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
 JA0549'STATE HIGHWAY 64, THENCE 0.2 MILE NORTH ALONG A PRIVATE ROAD, IN
 JA0549'SECTION 26, T 2 S, R 3 W, 40 FEET NORTH OF A LARGE FORKED OAK
 JA0549'TREE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 14 FEET ABOVE
 JA0549'THE LEVEL OF THE PRIVATE ROAD, AND SET IN THE TOP OF A CONCRETE
 JA0549'POST WHICH IS 12-INCHES BELOW 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
 JA0549'OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 JA0549'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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0548 ***********************************************************************
 JA0548  DESIGNATION -  MENTOR RM 1
 JA0548  PID         -  JA0548
 JA0548  STATE/COUNTY-  IN/DUBOIS
 JA0548  USGS QUAD   -  BIRDSEYE (1993)
 JA0548
 JA0548                         *CURRENT SURVEY CONTROL
 JA0548  ___________________________________________________________________
 JA0548* NAD 83(1986)-  38 19 11.     (N)    086 42 58.     (W)     SCALED    
 JA0548* NAVD 88     -       231.407  (meters)     759.21   (feet)  ADJUSTED  
 JA0548  ___________________________________________________________________
 JA0548  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JA0548  DYNAMIC HT  -         231.249 (meters)     758.69  (feet)  COMP
 JA0548  MODELED GRAV-     979,941.3   (mgal)                       NAVD 88
 JA0548
 JA0548  VERT ORDER  -  FIRST     CLASS II
 JA0548
 JA0548.The horizontal coordinates were scaled from a topographic map and have
 JA0548.an estimated accuracy of +/- 6 seconds.
 JA0548
 JA0548.The orthometric height was determined by differential leveling
 JA0548.and adjusted by the National Geodetic Survey in June 1991..
 JA0548
 JA0548.The geoid height was determined by GEOID03.
 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.      932,110.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0548.See file dsdata.txt to determine how the superseded data were derived.
 JA0548
 JA0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH248413(NAD 83)
 JA0548_MARKER: DR = REFERENCE MARK DISK
 JA0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0548_STAMPING: MENTOR NO 1 1946
 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
 JA0548  HISTORY     - Date     Condition        Report By
 JA0548  HISTORY     - 1946     MONUMENTED       CGS
 JA0548  HISTORY     - 1965     GOOD             NGS
 JA0548  HISTORY     - 19970101 GOOD             INDNR
 JA0548
 JA0548                          STATION DESCRIPTION
 JA0548
 JA0548'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0550 ***********************************************************************
 JA0550  DESIGNATION -  MENTOR RM 2
 JA0550  PID         -  JA0550
 JA0550  STATE/COUNTY-  IN/DUBOIS
 JA0550  USGS QUAD   -  BIRDSEYE (1993)
 JA0550
 JA0550                         *CURRENT SURVEY CONTROL
 JA0550  ___________________________________________________________________
 JA0550* NAD 83(1986)-  38 19 11.     (N)    086 42 58.     (W)     SCALED    
 JA0550* NAVD 88     -       231.332  (meters)     758.96   (feet)  ADJUSTED  
 JA0550  ___________________________________________________________________
 JA0550  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JA0550  DYNAMIC HT  -         231.174 (meters)     758.44  (feet)  COMP
 JA0550  MODELED GRAV-     979,941.3   (mgal)                       NAVD 88
 JA0550
 JA0550  VERT ORDER  -  FIRST     CLASS II
 JA0550
 JA0550.The horizontal coordinates were scaled from a topographic map and have
 JA0550.an estimated accuracy of +/- 6 seconds.
 JA0550
 JA0550.The orthometric height was determined by differential leveling
 JA0550.and adjusted by the National Geodetic Survey in June 1991..
 JA0550
 JA0550.The geoid height was determined by GEOID03.
 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     -   341,050.      932,110.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0550.See file dsdata.txt to determine how the superseded data were derived.
 JA0550
 JA0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH248413(NAD 83)
 JA0550_MARKER: DR = REFERENCE MARK DISK
 JA0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0550_STAMPING: MENTOR NO 2 1946
 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             NGS
 JA0550  HISTORY     - 19970101 GOOD             INDNR
 JA0550
 JA0550                          STATION DESCRIPTION
 JA0550
 JA0550'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB2146 ***********************************************************************
 LB2146  DESIGNATION -  MEODEL
 LB2146  PID         -  LB2146
 LB2146  STATE/COUNTY-  IN/JASPER
 LB2146  USGS QUAD   -  REMINGTON (1980)
 LB2146
 LB2146                         *CURRENT SURVEY CONTROL
 LB2146  ___________________________________________________________________
 LB2146* NAD 83(1997)-  40 45 56.30410(N)    087 12 59.68974(W)     ADJUSTED  
 LB2146* NAVD 88     -       226.0    (meters)     741.     (feet)  GPS OBS   
 LB2146  ___________________________________________________________________
 LB2146  X           -     234,925.704 (meters)                     COMP
 LB2146  Y           -  -4,832,063.898 (meters)                     COMP
 LB2146  Z           -   4,142,872.019 (meters)                     COMP
 LB2146  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 LB2146  ELLIP HEIGHT-         192.66  (meters)          (03/12/99) GPS OBS
 LB2146  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 LB2146
 LB2146  HORZ ORDER  -  B
 LB2146  ELLP ORDER  -  SECOND    CLASS I
 LB2146
 LB2146.The horizontal coordinates were established by GPS observations
 LB2146.and adjusted by the National Geodetic Survey in March 1999..
 LB2146
 LB2146.The orthometric height was determined by GPS observations and a
 LB2146.high-resolution geoid model.
 LB2146
 LB2146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2146
 LB2146.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2146
 LB2146.The ellipsoidal height was determined by GPS observations
 LB2146.and is referenced to NAD 83.
 LB2146
 LB2146.The geoid height was determined by GEOID03.
 LB2146
 LB2146;                    North         East     Units Scale Factor Converg.
 LB2146;SPC IN W     -   612,541.545   888,749.985   MT  0.99996822   -0 05 13.2
 LB2146;SPC IN W     - 2,009,646.72  2,915,840.58   sFT  0.99996822   -0 05 13.2
 LB2146;UTM  16      - 4,512,763.971   481,720.878   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  =   0.99993800
 LB2146!UTM  16      -   0.99996978  x   0.99960411  =   0.99957390
 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                                       2702408.1 |
 LB2146| CM3136 MEODEL RM 2                          33.796 METERS 27623     |
 LB2146|---------------------------------------------------------------------|
 LB2146
 LB2146                          SUPERSEDED SURVEY CONTROL
 LB2146
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2146.See file dsdata.txt to determine how the superseded data were derived.
 LB2146
 LB2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL8172112764(NAD 83)
 LB2146_MARKER: DS = TRIANGULATION STATION DISK
 LB2146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2146_STAMPING: MEODEL 1947
 LB2146_MARK LOGO: CGS   
 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 - April 25, 2003
 LB2146
 LB2146  HISTORY     - Date     Condition        Report By
 LB2146  HISTORY     - 1947     MONUMENTED       CGS
 LB2146  HISTORY     - 19980724 GOOD             WOOLPT
 LB2146  HISTORY     - 20030425 GOOD             INDIV
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1874 ***********************************************************************
 KA1874  DESIGNATION -  MEROM COLLEGE 1885
 KA1874  PID         -  KA1874
 KA1874  STATE/COUNTY-  IN/SULLIVAN
 KA1874  USGS QUAD   -  MEROM (1986)
 KA1874
 KA1874                         *CURRENT SURVEY CONTROL
 KA1874  ___________________________________________________________________
 KA1874* NAD 83(1997)-  39 03 02.73615(N)    087 33 53.25033(W)     ADJUSTED  
 KA1874* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 KA1874  ___________________________________________________________________
 KA1874  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 KA1874  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KA1874
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1874
 KA1874.The geoid height was determined by GEOID03.
 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;SPC IL E     -   264,894.186   366,527.151   MT  1.00002948   +0 29 03.1
 KA1874;SPC IL E     -   869,073.68  1,202,514.49   sFT  1.00002948   +0 29 03.1
 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!SPC IL E     -   0.99997728  x   1.00002948  =   1.00000676
 KA1874!UTM  16      -   0.99997728  x   0.99962941  =   0.99960669
 KA1874
 KA1874:                Primary Azimuth Mark                     Grid Az
 KA1874:SPC IN W     -  HONEY CREEK RESET                        222 21 12.1
 KA1874:SPC IL E     -  HONEY CREEK RESET                        221 33 57.0
 KA1874:UTM  16      -  HONEY CREEK RESET                        222 24 21.1
 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
 KA1874.Superseded values are not recommended for survey control.
 KA1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1874.See file dsdata.txt to determine how the superseded data were derived.
 KA1874
 KA1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5112822561(NAD 83)
 KA1874_MARKER: Z = SEE DESCRIPTION
 KA1874_SETTING: 0 = UNSPECIFIED SETTING
 KA1874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1874
 KA1874  HISTORY     - Date     Condition        Report By
 KA1874  HISTORY     - 1885     MONUMENTED       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 = OCTOBER  6, 2006
 KA1875 ***********************************************************************
 KA1875  DESIGNATION -  MEROM COLLEGE 2
 KA1875  PID         -  KA1875
 KA1875  STATE/COUNTY-  IN/SULLIVAN
 KA1875  USGS QUAD   -  MEROM (1986)
 KA1875
 KA1875                         *CURRENT SURVEY CONTROL
 KA1875  ___________________________________________________________________
 KA1875* NAD 83(1997)-  39 03 03.15461(N)    087 33 52.69255(W)     ADJUSTED  
 KA1875* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 KA1875  ___________________________________________________________________
 KA1875  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 KA1875  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KA1875
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1875
 KA1875.The geoid height was determined by GEOID03.
 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;SPC IL E     -   264,907.204   366,540.454   MT  1.00002950   +0 29 03.5
 KA1875;SPC IL E     -   869,116.39  1,202,558.14   sFT  1.00002950   +0 29 03.5
 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!SPC IL E     -   0.99997728  x   1.00002950  =   1.00000678
 KA1875!UTM  16      -   0.99997728  x   0.99962939  =   0.99960667
 KA1875
 KA1875:                Primary Azimuth Mark                     Grid Az
 KA1875:SPC IN W     -  MEROM COLLEGE 2 AZ MK                    041 03 13.8
 KA1875:SPC IL E     -  MEROM COLLEGE 2 AZ MK                    040 15 58.7
 KA1875:UTM  16      -  MEROM COLLEGE 2 AZ MK                    041 06 22.8
 KA1875
 KA1875|---------------------------------------------------------------------|
 KA1875| PID    Reference Object                     Distance      Geod. Az  |
 KA1875|                                                           dddmmss.s |
 KA1875| CM3137 MEROM COLLEGE 2 AZ MK                              0404502.2 |
 KA1875| CM3138 MEROM COLLEGE 2 RM 1                 60.869 METERS 04426     |
 KA1875| KA1874 MEROM COLLEGE 1885                   18.612 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1875.See file dsdata.txt to determine how the superseded data were derived.
 KA1875
 KA1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5114222574(NAD 83)
 KA1875_MARKER: DS = TRIANGULATION STATION DISK
 KA1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2469 ***********************************************************************
 ME2469  DESIGNATION -  MERRICK
 ME2469  PID         -  ME2469
 ME2469  STATE/COUNTY-  IN/LA PORTE
 ME2469  USGS QUAD   -  NEW BUFFALO WEST (1970)
 ME2469
 ME2469                         *CURRENT SURVEY CONTROL
 ME2469  ___________________________________________________________________
 ME2469* NAD 83(1997)-  41 45 06.87570(N)    086 46 08.93515(W)     ADJUSTED  
 ME2469* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 ME2469  ___________________________________________________________________
 ME2469  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 ME2469  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 ME2469
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2469
 ME2469.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2469.See file dsdata.txt to determine how the superseded data were derived.
 ME2469
 ME2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM1919322257(NAD 83)
 ME2469_MARKER: DS = TRIANGULATION STATION DISK
 ME2469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2469'SPRINGVILLE AND ABOUT 1 MILE SOUTH OF THE INDIANA-MICHIGAN
 ME2469'STATE LINE.  IT IS 38 FEET
 ME2469'NORTH OF THE CENTER OF A GRAVEL ROAD, 27 FEET
 ME2469'EAST OF THE CENTER OF A GRAVEL DRIVEWAY AND
 ME2469'12 FEET NORTH OF A WHITE WITNESS
 ME2469'POST IN A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 ME2469'STAMPED
 ME2469'MERRICK 1952.
 ME2469'
 ME2469'REFERENCE MARK NO. 1 IS 18 FEET SOUTH OF THE CENTER OF THE GRAVEL
 ME2469'ROAD, 8 FEET WEST
 ME2469'OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE
 ME2469'LINE.  THE MARK PROJECTS 6 INCHES
 ME2469'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
 ME2469'ROAD AND 1 FOOT
 ME2469'NORTH OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES AND
 ME2469'THE DISK IS STAMPED MERRICK NO 2
 ME2469'1952.
 ME2469'
 ME2469'AZIMUTH MARK IS 18 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 2 FEET
 ME2469'SOUTH OF A WHITE
 ME2469'WITNESS POST AND 1 FOOT EAST OF A FENCE LINE.  THE MARK
 ME2469'PROJECTS 4 INCHES AND THE DISK IS
 ME2469'STAMPED MERRICK 1952.
 ME2469'
 ME2469'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND STATE
 ME2469'HIGHWAY 212, GO
 ME2469'NORTHEAST OF HIGHWAY 12 FOR 0.8 MILE TO GRAVEL SIDE ROAD
 ME2469'RIGHT, TURN RIGHT AND GO EAST FOR
 ME2469'2.1 MILES TO THE STATION ON THE LEFT
 ME2469'AS DESCRIBED.  TO REACH AZIMUTH FROM THE STATION, GO
 ME2469'WEST ON GRAVEL ROAD
 ME2469'FOR 0.2 MILE TO T ROAD LEFT, TURN LEFT AND GO 0.1 MILE TO AZIMUTH
 ME2469'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 = OCTOBER  6, 2006
 ME2562 ***********************************************************************
 ME2562  DESIGNATION -  MERRILL
 ME2562  PID         -  ME2562
 ME2562  STATE/COUNTY-  IN/LAKE
 ME2562  USGS QUAD   -  CROWN POINT (1992)
 ME2562
 ME2562                         *CURRENT SURVEY CONTROL
 ME2562  ___________________________________________________________________
 ME2562* NAD 83(1997)-  41 27 34.17478(N)    087 20 09.82945(W)     ADJUSTED  
 ME2562* NAVD 88     -       217.     (meters)     712.     (feet)  SCALED    
 ME2562  ___________________________________________________________________
 ME2562  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 ME2562  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME2562
 ME2562  HORZ ORDER  -  FIRST
 ME2562
 ME2562.The horizontal coordinates were established by classical geodetic methods
 ME2562.and adjusted by the National Geodetic Survey in May 1999..
 ME2562
 ME2562.The orthometric height was scaled from a topographic map.
 ME2562
 ME2562.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2562
 ME2562.The geoid height was determined by GEOID03.
 ME2562
 ME2562;                    North         East     Units Scale Factor Converg.
 ME2562;SPC IN W     -   689,617.862   878,885.531   MT  0.99997215   -0 10 02.4
 ME2562;SPC IN W     - 2,262,521.27  2,883,476.95   sFT  0.99997215   -0 10 02.4
 ME2562;UTM  16      - 4,589,821.682   471,933.698   MT  0.99960969   -0 13 21.0
 ME2562
 ME2562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2562!SPC IN W     -   0.99997125  x   0.99997215  =   0.99994340
 ME2562!UTM  16      -   0.99997125  x   0.99960969  =   0.99958095
 ME2562
 ME2562|---------------------------------------------------------------------|
 ME2562| PID    Reference Object                     Distance      Geod. Az  |
 ME2562|                                                           dddmmss.s |
 ME2562| CM3144 MERRILL RM 1                         28.369 METERS 09540     |
 ME2562| CM3143 MERRILL AZ MK                                      1750150.7 |
 ME2562| CM3145 MERRILL RM 2                         25.553 METERS 17741     |
 ME2562| ME2561 CROWN POINT RADIO KSA 228 MAST      APPROX. 5.0 KM 1964901.6 |
 ME2562| ME2565 CROWN POINT ST MARYS CATH CH        APPROX. 5.3 KM 2033514.2 |
 ME2562| ME2566 CROWN POINT MUNICIPAL TANK          APPROX. 5.4 KM 2041828.5 |
 ME2562| ME2560 CROWN POINT COURTHOUSE DOME         APPROX. 5.3 KM 2071713.6 |
 ME2562| ME2563 LAKE CO TB SANITARIUM STACK         APPROX. 2.8 KM 2512830.2 |
 ME2562| CM3146 MERRILL RM 3                          5.356 METERS 27753     |
 ME2562|---------------------------------------------------------------------|
 ME2562
 ME2562                          SUPERSEDED SURVEY CONTROL
 ME2562
 ME2562  NAD 83(1986)-  41 27 34.18031(N)    087 20 09.83583(W) AD(       ) 1
 ME2562  NAD 27      -  41 27 34.04640(N)    087 20 09.70440(W) AD(       ) 1
 ME2562
 ME2562.Superseded values are not recommended for survey control.
 ME2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2562.See file dsdata.txt to determine how the superseded data were derived.
 ME2562
 ME2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7193489822(NAD 83)
 ME2562_MARKER: DS = TRIANGULATION STATION DISK
 ME2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2562_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2562
 ME2562  HISTORY     - Date     Condition        Report By
 ME2562  HISTORY     - 1952     MONUMENTED       CGS
 ME2562  HISTORY     - 1968     GOOD             CGS
 ME2562  HISTORY     - 1979     GOOD             NGS
 ME2562
 ME2562                          STATION DESCRIPTION
 ME2562
 ME2562'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2562'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF CROWN POINT AND ABOUT 1
 ME2562'1/2 MILES SOUTH OF
 ME2562'MERRILLVILLE, ALONG THE WEST SIDE OF STATE HIGHWAY 53 AND IS ON
 ME2562'HIGHWAY PROPERTY.  IT IS 55
 ME2562'FEET WEST OF THE CENTER OF THE HIGHWAY AND 16 FEET EAST OF A WHITE
 ME2562'WITNESS POST AND A NORTH-SOUTH LINE OF
 ME2562'MAPLE TREES.  THE MARK IS FLUSH AND THE DISK IS
 ME2562'STAMPED MERRILL 1952.
 ME2562'
 ME2562'REFERENCE MARK NO. 1 IS 38 FEET EAST OF THE CENTER OF THE HIGHWAY AND
 ME2562'13 FEET WEST OF A
 ME2562'FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED MERRILL NO 1
 ME2562'1952.
 ME2562'
 ME2562'REFERENCE MARK NO. 2 IS 55 FEET WEST OF THE CENTER OF THE HIGHWAY AND
 ME2562'18 FEET EAST OF A
 ME2562'NORTH-SOUTH LINE OF MAPLE TREES.  THE MARK PROJECTS 2 INCHES AND THE
 ME2562'DISK IS STAMPED MERRILL NO 2 1952.
 ME2562'
 ME2562'AZIMUTH MARK IS 49 FEET EAST OF THE CENTER OF STATE HIGHWAY 53, FEET
 ME2562'NORTH OF A WHITE WITNESS
 ME2562'POST AND 1 FOOT WEST OF A FENCELINE.  THE MARK PROJECTS 2 INCHES AND
 ME2562'THE DISK IS STAMPED MERRILL 1952.
 ME2562'
 ME2562'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 53 AND U.S.
 ME2562'HIGHWAY 30 WHICH IS ABOUT 4
 ME2562'MILES NORTHEAST OF CROWN POINT, GO SOUTH ON STATE HIGHWAY 53 FOR 0.8
 ME2562'MILE TO THE STATION ON THE RIGHT,
 ME2562'CONTINUE FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 ME2562'LEFT AS DESCRIBED.
 ME2562'
 ME2562'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2562
 ME2562                          STATION RECOVERY (1968)
 ME2562
 ME2562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME2562'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE
 ME2562'
 ME2562'DESCRIPTION IS GOOD WITH THE BELOW INFORMATION.
 ME2562'
 ME2562'THE STATION MARK IS 16 FEET NORTHEAST OF A 24 INCH MAPLE TREE ( 6TH
 ME2562'TREE SOUTH IN THE
 ME2562'NORTH-SOUTH ROW OF TREES), 21 FEET SOUTHEAST OF THE
 ME2562'5TH MAPLE TREE IN THE ROW AND 1 FOOT
 ME2562'EAST OF A METAL WITNESS POST.
 ME2562'
 ME2562'THE AZIMUTH MARK IS 1 FOOT NORTH OF A METAL WITNESS POST.
 ME2562'
 ME2562'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES NORTHEAST
 ME2562'OF CROWN POINT
 ME2562
 ME2562                          STATION RECOVERY (1979)
 ME2562
 ME2562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 ME2562'STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK FOUND IN GOOD
 ME2562'CONDITION.  REFERENCE MARK 1 WAS NOT FOUND AND ASSUMED DESTROYED BY
 ME2562'ROAD CONSTRUCTION.
 ME2562'
 ME2562'THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE IN ERROR BY 0.07
 ME2562'FOOT, AND THE DIRECTION GREATER BY 2 MINUTES AND 29 SECONDS.  THE
 ME2562'DIRECTION TO THE CROWN POINT CATHOLIC CHURCH AND THE LAKE COUNTY
 ME2562'SANITARIUM STACK CHECKED FAVORABLY.
 ME2562'
 ME2562'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  IT IS 74 SW OF POWER
 ME2562'LINE POLE NO 902/146, 73 FEET W OF THE CENTERLINE OF HIGHWAY 53 AND 18
 ME2562'FEET W OF A METAL WITNESS POST.  THE MARK IS A 3 FOOT PRECAST ALUMINUM
 ME2562'MARKER THAT PROJECTS 4 INCHES AND STAMPED MERRILL 1952 NO 3 1979.  THE
 ME2562'1952 DESCRIPTION AND TOO REACH ARE ADEQUATE TO RECOVER THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2417 ***********************************************************************
 LB2417  DESIGNATION -  METEA
 LB2417  PID         -  LB2417
 LB2417  STATE/COUNTY-  IN/CASS
 LB2417  USGS QUAD   -  LOGANSPORT (1987)
 LB2417
 LB2417                         *CURRENT SURVEY CONTROL
 LB2417  ___________________________________________________________________
 LB2417* NAD 83(1997)-  40 51 07.01344(N)    086 19 25.52909(W)     ADJUSTED  
 LB2417* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 LB2417  ___________________________________________________________________
 LB2417  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 LB2417  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 LB2417
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2417
 LB2417.The geoid height was determined by GEOID03.
 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  =   0.99997228
 LB2417!UTM  16      -   0.99996785  x   0.99963999  =   0.99960785
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2417.See file dsdata.txt to determine how the superseded data were derived.
 LB2417
 LB2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5700022542(NAD 83)
 LB2417_MARKER: DS = TRIANGULATION STATION DISK
 LB2417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ1518 ***********************************************************************
 JZ1518  CBN         -  This is a Cooperative Base Network Control Station.
 JZ1518  DESIGNATION -  METRO
 JZ1518  PID         -  JZ1518
 JZ1518  STATE/COUNTY-  IN/HENRY
 JZ1518  USGS QUAD   -  LEWISVILLE (1970)
 JZ1518
 JZ1518                         *CURRENT SURVEY CONTROL
 JZ1518  ___________________________________________________________________
 JZ1518* NAD 83(1997)-  39 48 17.97289(N)    085 19 11.12214(W)     ADJUSTED  
 JZ1518* NAVD 88     -       331.796  (meters)    1088.57   (feet)  ADJUSTED  
 JZ1518  ___________________________________________________________________
 JZ1518  X           -     400,371.748 (meters)                     COMP
 JZ1518  Y           -  -4,890,464.592 (meters)                     COMP
 JZ1518  Z           -   4,061,566.081 (meters)                     COMP
 JZ1518  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 JZ1518  ELLIP HEIGHT-         297.93  (meters)          (04/10/98) GPS OBS
 JZ1518  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JZ1518  DYNAMIC HT  -         331.604 (meters)    1087.94  (feet)  COMP
 JZ1518  MODELED GRAV-     980,039.1   (mgal)                       NAVD 88
 JZ1518
 JZ1518  HORZ ORDER  -  B
 JZ1518  VERT ORDER  -  SECOND    CLASS 0
 JZ1518  ELLP ORDER  -  FOURTH    CLASS I
 JZ1518
 JZ1518.The horizontal coordinates were established by GPS observations
 JZ1518.and adjusted by the National Geodetic Survey in April 1998..
 JZ1518
 JZ1518.The orthometric height was determined by differential leveling
 JZ1518.and adjusted by the National Geodetic Survey in June 1991..
 JZ1518
 JZ1518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ1518
 JZ1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ1518
 JZ1518.The ellipsoidal height was determined by GPS observations
 JZ1518.and is referenced to NAD 83.
 JZ1518
 JZ1518.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JZ1518;SPC IN E     -   505,923.709   129,707.167   MT  0.99997753   +0 13 19.5
 JZ1518;SPC IN E     - 1,659,851.37    425,547.60   sFT  0.99997753   +0 13 19.5
 JZ1518;UTM  16      - 4,407,464.034   643,836.033   MT  0.99985471   +1 04 33.0
 JZ1518
 JZ1518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1518!SPC IN E     -   0.99995326  x   0.99997753  =   0.99993079
 JZ1518!UTM  16      -   0.99995326  x   0.99985471  =   0.99980798
 JZ1518
 JZ1518:                Primary Azimuth Mark                     Grid Az
 JZ1518:SPC IN E     -  METRO AZ MK                              056 21 26.0
 JZ1518:UTM  16      -  METRO AZ MK                              055 30 12.5
 JZ1518
 JZ1518|---------------------------------------------------------------------|
 JZ1518| PID    Reference Object                     Distance      Geod. Az  |
 JZ1518|                                                           dddmmss.s |
 JZ1518| CC8919 METRO AZ MK                                        0563445.5 |
 JZ1518|---------------------------------------------------------------------|
 JZ1518
 JZ1518                          SUPERSEDED SURVEY CONTROL
 JZ1518
 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 (04/10/98)  331.80   (m)         1088.6    (f) LEVELING    3  
 JZ1518  NGVD 29 (??/??/92)  331.925  (m)         1088.99   (f) ADJ UNCH    2 0
 JZ1518
 JZ1518.Superseded values are not recommended for survey control.
 JZ1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1518.See file dsdata.txt to determine how the superseded data were derived.
 JZ1518
 JZ1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK4383607464(NAD 83)
 JZ1518_MARKER: DS = TRIANGULATION STATION DISK
 JZ1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1518_STAMPING: METRO 1939
 JZ1518_MARK LOGO: CGS   
 JZ1518_PROJECTION: FLUSH
 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 - July 21, 1998
 JZ1518
 JZ1518  HISTORY     - Date     Condition        Report By
 JZ1518  HISTORY     - 1939     MONUMENTED       CGS
 JZ1518  HISTORY     - 1947     GOOD             NGS
 JZ1518  HISTORY     - 19970820 GOOD             SEC
 JZ1518  HISTORY     - 19980721 GOOD             WOOLPT
 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 NATIONAL 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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA2040 ***********************************************************************
 KA2040  DESIGNATION -  METRO
 KA2040  PID         -  KA2040
 KA2040  STATE/COUNTY-  IN/HAMILTON
 KA2040  USGS QUAD   -  FISHERS (1988)
 KA2040
 KA2040                         *CURRENT SURVEY CONTROL
 KA2040  ___________________________________________________________________
 KA2040* NAD 83(1997)-  39 56 19.01887(N)    086 02 52.02642(W)     ADJUSTED  
 KA2040* NAVD 88     -       239.8    (meters)     787.     (feet)  VERTCON   
 KA2040  ___________________________________________________________________
 KA2040  X           -     337,539.953 (meters)                     COMP
 KA2040  Y           -  -4,885,597.597 (meters)                     COMP
 KA2040  Z           -   4,072,894.400 (meters)                     COMP
 KA2040  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 KA2040  ELLIP HEIGHT-         206.06  (meters)          (05/25/99) GPS OBS
 KA2040  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KA2040
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2040
 KA2040.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2040
 KA2040.The ellipsoidal height was determined by GPS observations
 KA2040.and is referenced to NAD 83.
 KA2040
 KA2040.The geoid height was determined by GEOID03.
 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  =   0.99994740
 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|---------------------------------------------------------------------|
 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)          787.     (f) GPS OBS        
 KA2040
 KA2040.Superseded values are not recommended for survey control.
 KA2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2040.See file dsdata.txt to determine how the superseded data were derived.
 KA2040
 KA2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK8135421378(NAD 83)
 KA2040_MARKER: DH = HORIZONTAL CONTROL DISK
 KA2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2040_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 KA2041 ***********************************************************************
 KA2041  DESIGNATION -  METRO AZ MK
 KA2041  PID         -  KA2041
 KA2041  STATE/COUNTY-  IN/HAMILTON
 KA2041  USGS QUAD   -  FISHERS (1988)
 KA2041
 KA2041                         *CURRENT SURVEY CONTROL
 KA2041  ___________________________________________________________________
 KA2041* NAD 83(1997)-  39 55 58.06697(N)    086 02 40.29056(W)     ADJUSTED  
 KA2041* NAVD 88     -       243.6    (meters)     799.     (feet)  VERTCON   
 KA2041  ___________________________________________________________________
 KA2041  X           -     337,846.748 (meters)                     COMP
 KA2041  Y           -  -4,885,995.175 (meters)                     COMP
 KA2041  Z           -   4,072,401.363 (meters)                     COMP
 KA2041  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 KA2041  ELLIP HEIGHT-         209.91  (meters)          (05/25/99) GPS OBS
 KA2041  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KA2041
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2041
 KA2041.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2041
 KA2041.The ellipsoidal height was determined by GPS observations
 KA2041.and is referenced to NAD 83.
 KA2041
 KA2041.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          800.     (f) GPS OBS        
 KA2041
 KA2041.Superseded values are not recommended for survey control.
 KA2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2041.See file dsdata.txt to determine how the superseded data were derived.
 KA2041
 KA2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK8164020735(NAD 83)
 KA2041_MARKER: DZ = AZIMUTH MARK DISK
 KA2041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2041_SP_SET: CONCRETE POST
 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 - 1988
 KA2041
 KA2041  HISTORY     - Date     Condition        Report By
 KA2041  HISTORY     - 1988     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1517 ***********************************************************************
 JZ1517  DESIGNATION -  METRO RM 1
 JZ1517  PID         -  JZ1517
 JZ1517  STATE/COUNTY-  IN/HENRY
 JZ1517  USGS QUAD   -  LEWISVILLE (1970)
 JZ1517
 JZ1517                         *CURRENT SURVEY CONTROL
 JZ1517  ___________________________________________________________________
 JZ1517* NAD 83(1986)-  39 48 17.     (N)    085 19 11.     (W)     SCALED    
 JZ1517* NAVD 88     -       332.469  (meters)    1090.78   (feet)  ADJUSTED  
 JZ1517  ___________________________________________________________________
 JZ1517  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JZ1517  DYNAMIC HT  -         332.277 (meters)    1090.15  (feet)  COMP
 JZ1517  MODELED GRAV-     980,039.1   (mgal)                       NAVD 88
 JZ1517
 JZ1517  VERT ORDER  -  SECOND    CLASS 0
 JZ1517
 JZ1517.The horizontal coordinates were scaled from a topographic map and have
 JZ1517.an estimated accuracy of +/- 6 seconds.
 JZ1517
 JZ1517.The orthometric height was determined by differential leveling
 JZ1517.and adjusted by the National Geodetic Survey in June 1991..
 JZ1517
 JZ1517.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1517.See file dsdata.txt to determine how the superseded data were derived.
 JZ1517
 JZ1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK438074(NAD 83)
 JZ1517_MARKER: DR = REFERENCE MARK DISK
 JZ1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1517_STAMPING: METRO NO 1 1939
 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             NGS
 JZ1517
 JZ1517                          STATION DESCRIPTION
 JZ1517
 JZ1517'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1519 ***********************************************************************
 JZ1519  DESIGNATION -  METRO RM 2
 JZ1519  PID         -  JZ1519
 JZ1519  STATE/COUNTY-  IN/HENRY
 JZ1519  USGS QUAD   -  LEWISVILLE (1970)
 JZ1519
 JZ1519                         *CURRENT SURVEY CONTROL
 JZ1519  ___________________________________________________________________
 JZ1519* NAD 83(1986)-  39 48 17.     (N)    085 19 11.     (W)     SCALED    
 JZ1519* NAVD 88     -       332.175  (meters)    1089.81   (feet)  ADJUSTED  
 JZ1519  ___________________________________________________________________
 JZ1519  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JZ1519  DYNAMIC HT  -         331.983 (meters)    1089.18  (feet)  COMP
 JZ1519  MODELED GRAV-     980,039.1   (mgal)                       NAVD 88
 JZ1519
 JZ1519  VERT ORDER  -  SECOND    CLASS 0
 JZ1519
 JZ1519.The horizontal coordinates were scaled from a topographic map and have
 JZ1519.an estimated accuracy of +/- 6 seconds.
 JZ1519
 JZ1519.The orthometric height was determined by differential leveling
 JZ1519.and adjusted by the National Geodetic Survey in June 1991..
 JZ1519
 JZ1519.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1519.See file dsdata.txt to determine how the superseded data were derived.
 JZ1519
 JZ1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK438074(NAD 83)
 JZ1519_MARKER: DR = REFERENCE MARK DISK
 JZ1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1519_STAMPING: METRO NO 2 1939
 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             NGS
 JZ1519
 JZ1519                          STATION DESCRIPTION
 JZ1519
 JZ1519'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB2354 ***********************************************************************
 LB2354  DESIGNATION -  MEXICO
 LB2354  PID         -  LB2354
 LB2354  STATE/COUNTY-  IN/MIAMI
 LB2354  USGS QUAD   -  PERU (1992)
 LB2354
 LB2354                         *CURRENT SURVEY CONTROL
 LB2354  ___________________________________________________________________
 LB2354* NAD 83(1997)-  40 47 35.48486(N)    086 05 36.76150(W)     ADJUSTED  
 LB2354* NAVD 88     -       240.     (meters)     787.     (feet)  SCALED    
 LB2354  ___________________________________________________________________
 LB2354  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 LB2354  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 LB2354
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2354
 LB2354.The geoid height was determined by GEOID03.
 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     -   0.99996772  x   0.99998264  =   0.99995036
 LB2354!UTM  16      -   0.99996772  x   0.99967198  =   0.99963971
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2354.See file dsdata.txt to determine how the superseded data were derived.
 LB2354
 LB2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7647316195(NAD 83)
 LB2354_MARKER: DS = TRIANGULATION STATION DISK
 LB2354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1281 ***********************************************************************
 JA1281  DESIGNATION -  MGP USE
 JA1281  PID         -  JA1281
 JA1281  STATE/COUNTY-  IN/SULLIVAN
 JA1281  USGS QUAD   -  HEATHSVILLE (1989)
 JA1281
 JA1281                         *CURRENT SURVEY CONTROL
 JA1281  ___________________________________________________________________
 JA1281* NAD 83(1986)-  38 59 41.     (N)    087 33 34.     (W)     SCALED    
 JA1281* NAVD 88     -       135.671  (meters)     445.11   (feet)  ADJUSTED  
 JA1281  ___________________________________________________________________
 JA1281  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 JA1281  DYNAMIC HT  -         135.591 (meters)     444.85  (feet)  COMP
 JA1281  MODELED GRAV-     980,035.7   (mgal)                       NAVD 88
 JA1281
 JA1281  VERT ORDER  -  FIRST     CLASS II
 JA1281
 JA1281.The horizontal coordinates were scaled from a topographic map and have
 JA1281.an estimated accuracy of +/- 6 seconds.
 JA1281
 JA1281.The orthometric height was determined by differential leveling
 JA1281.and adjusted by the National Geodetic Survey in June 1991..
 JA1281.WARNING-Repeat measurements at this control monument indicate possible
 JA1281.vertical movement.
 JA1281
 JA1281.The geoid height was determined by GEOID03.
 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     -   416,020.      858,750.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1281.See file dsdata.txt to determine how the superseded data were derived.
 JA1281
 JA1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ515163(NAD 83)
 JA1281_MARKER: DD = SURVEY DISK
 JA1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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       DOD
 JA1281  HISTORY     - 1956     GOOD             NGS
 JA1281
 JA1281                          STATION DESCRIPTION
 JA1281
 JA1281'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB2426 ***********************************************************************
 LB2426  DESIGNATION -  MIAMI 1920
 LB2426  PID         -  LB2426
 LB2426  STATE/COUNTY-  IN/CASS
 LB2426  USGS QUAD   -  LOGANSPORT (1987)
 LB2426
 LB2426                         *CURRENT SURVEY CONTROL
 LB2426  ___________________________________________________________________
 LB2426* NAD 83(1997)-  40 45 28.86570(N)    086 22 11.08957(W)     ADJUSTED  
 LB2426* NAVD 88     -       181.98   (+/-2cm)     597.0    (feet)  VERTCON   
 LB2426  ___________________________________________________________________
 LB2426  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 LB2426  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 LB2426
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2426
 LB2426.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2426
 LB2426.The geoid height was determined by GEOID03.
 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     -   0.99997680  x   1.00001003  =   0.99998683
 LB2426!SPC IN W     -   0.99997680  x   1.00001134  =   0.99998814
 LB2426!UTM  16      -   0.99997680  x   0.99963483  =   0.99961164
 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  NGVD 29 (07/19/86)  182.10   (m)          597.4    (f) LEVELING    3  
 LB2426
 LB2426.Superseded values are not recommended for survey control.
 LB2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2426.See file dsdata.txt to determine how the superseded data were derived.
 LB2426
 LB2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5319912086(NAD 83)
 LB2426_MARKER: DS = TRIANGULATION STATION DISK
 LB2426_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 ME2410 ***********************************************************************
 ME2410  DESIGNATION -  MIANA
 ME2410  PID         -  ME2410
 ME2410  STATE/COUNTY-  IN/ST JOSEPH
 ME2410  USGS QUAD   -  NEW CARLISLE (1980)
 ME2410
 ME2410                         *CURRENT SURVEY CONTROL
 ME2410  ___________________________________________________________________
 ME2410* NAD 83(1997)-  41 44 38.50162(N)    086 30 18.48954(W)     ADJUSTED  
 ME2410* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 ME2410  ___________________________________________________________________
 ME2410  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 ME2410  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME2410
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2410
 ME2410.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2410.See file dsdata.txt to determine how the superseded data were derived.
 ME2410
 ME2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4114721475(NAD 83)
 ME2410_MARKER: DS = TRIANGULATION STATION DISK
 ME2410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2410'MILES NORTH OF NEW CARLISLE
 ME2410'AND ABOUT 1 MILE SOUTH OF THE MICHIGAN-INDIANA STATE LINE ON PROPERTY
 ME2410'OWNED BY GEORGE UHL.  IT IS 119
 ME2410'FEET SOUTH OF THE CENTER OF A DRIVEWAY, 118 FEET
 ME2410'SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME
 ME2410'BUILDING, 65 FEET WEST OF THE NORTHWEST
 ME2410'CORNER OF A FRAME BARN, 38 FEET EAST OF THE CENTER OF A PAVED
 ME2410'ROAD (TIMOTHY ROAD) AND 30 FEET
 ME2410'SOUTHEAST OF A 12 INCH MAPLE TREE.  THE MARK IS FLUSH AND THE DISK IS
 ME2410'STAMPED MIANA 1952.
 ME2410'
 ME2410'REFERENCE MARK NO. 1 IS 75 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 ME2410'THE BARN AND 2 FEET
 ME2410'SOUTHEAST OF THE SOUTHWEST CORNER OF THE FRAME BUILDING.  THE MARK IS
 ME2410'FLUSH AND THE DISK IS STAMPED MIANA
 ME2410'NO 1 1952.
 ME2410'
 ME2410'REFERENCE MARK NO. 2 IS 64 FEET SOUTHWEST OF THE INTERSECTION OF THE
 ME2410'DRIVEWAY AND TIMOTHY ROAD, 21
 ME2410'FEET WEST OF THE CENTER OF TIMOTHY ROAD AND 2 FEET NORTH OF A WHITE
 ME2410'WITNESS POST.  THE MARK PROJECTS 6
 ME2410'INCHES 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
 ME2410'SOUTHWEST OF A FENCE
 ME2410'CORNER AND 2 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK
 ME2410'PROJECTS 2 INCHES AND THE DISK IS
 ME2410'STAMPED MIANA 1952.
 ME2410'
 ME2410'TO REACH THE STATION FROM THE INTERSECTION OF FILBERT AND MICHIGAN
 ME2410'STREETS IN NEW CARLISLE,
 ME2410'GO EAST ON MICHIGAN STREET (U.S. HIGHWAY 20) FOR 0.45 MILE TO WHERE
 ME2410'ROAD FORKS, TURN LEFT ON LINCOLN
 ME2410'TRAIL AND GO 0.25 MILE TO A REVERSE Y FORK, KEEP
 ME2410'RIGHT AND GO NORTH ON TIMOTHY ROAD FOR 2.35 MILE TO
 ME2410'THE TOP OF HILL AND THE STATION
 ME2410'ON THE RIGHT AS DESCRIBED.
 ME2410'
 ME2410'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ACROSS AN OPEN
 ME2410'FIELD FOR 0.25 MILE TO AN
 ME2410'EAST-WEST AND A NORTH-SOUTH FENCELINE INTERSECTION AND THE AZIMUTH
 ME2410'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
 ME2410'IN GOOD CONDITION.  THE
 ME2410'AZIMUTH MARK WAS NOT RECOVERED, AS THE FORMER SITE HAS BEEN GRADED
 ME2410'AND FILLED.  IN THE ORIGINAL
 ME2410'DESCRIPTION THE AZIMUTH MARK WAS LOCATED WITH REFERENCE TO
 ME2410'A 12 INCH PECAN TREE AND A FENCE CORNER.
 ME2410'THE PECAN TREE AND SIGNS OF A FENCE CORNER
 ME2410'WERE LOCATED, HOWEVER THE MONUMENT AND MARK HAVE BEEN
 ME2410'REMOVED.  A NEW AZIMUTH MARK WAS
 ME2410'NOT ESTABLISHED, AS THERE WERE NO OBJECTS VISIBLE FROM THE GROUND AT
 ME2410'THE STATION.  REFERENCE MARK
 ME2410'NO. 2 WAS REMOVED, AS IT WAS IN AN AREA BEING FILLED FOR A NEW
 ME2410'TOLLROAD APPROACH.  THIS MARK WAS
 ME2410'RE-ESTABLISHED AND RE-MARKED AS REFERENCE MARK NO. 3.
 ME2410'THE AREA IN THE VICINITY OF THE
 ME2410'STATION MARK IS UNDER CONSTRUCTION, AND IT IS BELIEVED
 ME2410'THAT THE STATION MARK MAY BE IN DANGER OF BEING
 ME2410'COVERED BY FILL MATERIAL FROM THE
 ME2410'ADJACENT HIGHWAY APPROACH, ALTHOUGH THE RESIDENT ENGINEER STATED
 ME2410'THAT THE MARK WOULD NOT BE
 ME2410'REMOVED OR 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
 ME2410'ABOUT 1 MILE SOUTH OF THE MICHIGAN-INDIANA STATE LINE ON PROPERTY
 ME2410'OWNED BY MR. GEORGE UHL.  THE
 ME2410'STATION IS 111 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 ME2410'OF A SMALL SHED, 65 FEET WEST OF THE NORTHWEST
 ME2410'CORNER OF A LARGE BARN, 36 FEET EAST OF
 ME2410'THE CENTERLINE OF TIMOTHY ROAD (NOW UNDER CONSTRUCTION), AND 30
 ME2410'FEET SOUTHEAST OF A 12 INCH
 ME2410'MAPLE TREE.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 ME2410'STAMPED MIANA 1952.
 ME2410'
 ME2410'REFERENCE MARK NO. 1 IS 74 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 ME2410'A SMALL BARN, AND 2 FEET
 ME2410'SOUTHEAST OF A SMALL SHED.  THE MARK IS FLUSH WITH THE GROUND, AND
 ME2410'THE DISK IS STAMPED MIANA NO 1
 ME2410'1952.
 ME2410'
 ME2410'REFERENCE MARK NO. 3 IS 23 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 ME2410'LARGE BARN.  THE MARK
 ME2410'PROJECTS 4 INCHES, AND THE DISK IS STAMPED MIANA NO 2 1952.
 ME2410'
 ME2410'TO REACH THE STATION FROM THE INTERSECTION OF FILBERT AND MICHIGAN
 ME2410'STREETS IN NEW CARLISLE,
 ME2410'GO EAST ON MICHIGAN STREET (U.S. HIGHWAY 20) FOR 0.45 MILE TO WHERE
 ME2410'THE ROAD FORKS, TURN LEFT
 ME2410'(NORTH) ON LINCOLN TRAIL AND GO 0.25 MILE TO A REVERSE Y
 ME2410'INTERSECTION, KEEP RIGHT AND GO NORTH ON
 ME2410'TIMOTHY ROAD FOR 2.35 MILES TO THE TOP OF
 ME2410'THE HILL AND THE 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
 ME2410'MENTIONED IN THE 1952
 ME2410'DESCRIPTION) NUMBER 3 WERE RECOVERED.  THE AZIMUTH MARK COULD NOT BE
 ME2410'FOUND DUE TO THE LOCATION OF THE
 ME2410'INDIANA TURNPIKE.  PROBABLY REFERENCE MARK 2 WAS DESTROYED OR COVERED
 ME2410'DURING THE CONSTRUCTION OF AN
 ME2410'OVERPASS.
 ME2410'
 ME2410'REFERENCE MARK 3 IS 23 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 ME2410'BARN, AND 58 FEET EAST OF THE
 ME2410'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 = OCTOBER  6, 2006
 LA2198 ***********************************************************************
 LA2198  DESIGNATION -  MICHAELS
 LA2198  PID         -  LA2198
 LA2198  STATE/COUNTY-  IN/GRANT
 LA2198  USGS QUAD   -  MARION (1992)
 LA2198
 LA2198                         *CURRENT SURVEY CONTROL
 LA2198  ___________________________________________________________________
 LA2198* NAD 83(1997)-  40 30 45.04680(N)    085 40 22.59319(W)     ADJUSTED  
 LA2198* NAVD 88     -       260.29   (+/-2cm)     854.0    (feet)  VERTCON   
 LA2198  ___________________________________________________________________
 LA2198  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 LA2198  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 LA2198
 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.The vertical order pertains to the NGVD 29 superseded value.
 LA2198
 LA2198.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2198
 LA2198.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 (07/19/86)  260.42   (m)          854.4    (f) LEVELING    3  
 LA2198
 LA2198.Superseded values are not recommended for survey control.
 LA2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2198.See file dsdata.txt to determine how the superseded data were derived.
 LA2198
 LA2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1242785490(NAD 83)
 LA2198_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2198
 LA2198  HISTORY     - Date     Condition        Report By
 LA2198  HISTORY     - 1948     MONUMENTED       CGS
 LA2198  HISTORY     - 1955     SEE DESCRIPTION  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.
 LA2198'9 AND 37.  IT IS 130 FEET NORTH OF THE INTERSECTION OF THE TWO
 LA2198'HIGHWAYS, 68 FEET WEST OF THE CENTER OF
 LA2198'PAVED ROAD, 51 FEET EAST OF THE CENTER OF STATE HIGHWAY
 LA2198'NO. 9 AND 8 FEET SOUTHEAST OF A WHITE WITNESS
 LA2198'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
 LA2198'PAVED ROAD AND 20 INCHES EAST OF THE WEST END OF ABUTMENT.  THE DISK
 LA2198'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
 LA2198'ROAD AND 3 FEET EAST OF THE WEST END OF ABUTMENT.  THE DISK IS SET
 LA2198'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.
 LA2198'IT IS 200 FEET NORTH OF THE
 LA2198'INTERSECTION OF STATE HIGHWAYS NO. 9 AND 37, 52 FEET EAST OF THE
 LA2198'CENTER OF PAVED ROAD AND 4 FEET
 LA2198'WEST OF A FENCELINE.  THE MARK IS A 6 BY 6 INCH CONCRETE POST
 LA2198'THAT PROJECTS 8 INCHES WITH A STANDARD
 LA2198'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
 LA2198'HIGHWAY NO. 9, 1 FOOT EAST OF A FENCELINE AND 1 FOOT SOUTH OF A
 LA2198'WHITE WITNESS POST.  THE MARK
 LA2198'PROJECTS 7 INCHES AND THE DISK IS STAMPED MICHAELS
 LA2198'1948.
 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
 LA2198'DESTROYED BY ROAD GRADERS.  REFERENCE MARK 3 WAS ESTABLISHED AND
 LA2198'GRA-G5 A INDIANA STATE HIGHWAY
 LA2198'BENCH MARK WILL BE USED AS A REFERENCE MARK.  A COMPLETE NEW
 LA2198'DESCRIPTION FOLLOWS-
 LA2198'
 LA2198'THE STATION IS LOCATED IN THE CITY OF MARION, 110 YARDS NORTHEAST OF
 LA2198'THE JUNCTION OF STATE HIGHWAYS 9
 LA2198'AND 37, 125 FEET NORTH OF THE INTERSECTION OF WESTERN AVENUE AND
 LA2198'WASHINGTON STREET, 71 FEET WEST OF THE
 LA2198'CENTER OF HIGHWAY 37, 55 FEET EAST OF THE CENTER OF STATE
 LA2198'HIGHWAY 9 AND 8 FEET SOUTHEAST OF A 4 IN BY 4
 LA2198'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
 LA2198'HIGHWAY 9.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 LA2198'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
 LA2198'MARK IS A BRONZE DISK OF THE INDIANA STATE HIGHWAY DEPARTMENT SET IN
 LA2198'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
 LA2198'SOUTHEAST OF A 4 IN BY 4 IN WHITE WITNESS POST.  THE MARK PROJECTS 6
 LA2198'INCHES, AND THE DISK IS STAMPED MICHAELS
 LA2198'1948.  CONSIDERABLE CLEARING WILL BE NECESSARY ON LINE TO
 LA2198'THE AZIMUTH 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 = OCTOBER  6, 2006
 KA1921 ***********************************************************************
 KA1921  DESIGNATION -  MICHIGAN
 KA1921  PID         -  KA1921
 KA1921  STATE/COUNTY-  IN/MARION
 KA1921  USGS QUAD   -  INDIANAPOLIS EAST (1980)
 KA1921
 KA1921                         *CURRENT SURVEY CONTROL
 KA1921  ___________________________________________________________________
 KA1921* NAD 83(1997)-  39 45 09.35619(N)    086 05 51.57496(W)     ADJUSTED  
 KA1921* NAVD 88     -       240.90   (+/-2cm)     790.4    (feet)  VERTCON   
 KA1921  ___________________________________________________________________
 KA1921  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 KA1921  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KA1921
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1921
 KA1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1921
 KA1921.The geoid height was determined by GEOID03.
 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     -   0.99996747  x   0.99998346  =   0.99995093
 KA1921!UTM  16      -   0.99996747  x   0.99967356  =   0.99964104
 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  NGVD 29 (07/19/86)  241.03   (m)          790.8    (f) LEVELING    3  
 KA1921
 KA1921.Superseded values are not recommended for survey control.
 KA1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1921.See file dsdata.txt to determine how the superseded data were derived.
 KA1921
 KA1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7730100688(NAD 83)
 KA1921_MARKER: DS = TRIANGULATION STATION DISK
 KA1921_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 ME2455 ***********************************************************************
 ME2455  DESIGNATION -  MICHIGAN CITY
 ME2455  PID         -  ME2455
 ME2455  STATE/COUNTY-  IN/LA PORTE
 ME2455  USGS QUAD   -  MICHIGAN CITY WEST (1980)
 ME2455
 ME2455                         *CURRENT SURVEY CONTROL
 ME2455  ___________________________________________________________________
 ME2455* NAD 83(1997)-  41 43 30.99608(N)    086 53 54.81219(W)     ADJUSTED  
 ME2455* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 ME2455  ___________________________________________________________________
 ME2455  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 ME2455  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 ME2455
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2455
 ME2455.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 1952           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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2455.See file dsdata.txt to determine how the superseded data were derived.
 ME2455
 ME2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0843719280(NAD 83)
 ME2455_MARKER: DD = SURVEY DISK
 ME2455_SETTING: 0 = UNSPECIFIED SETTING
 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
 ME2455'IS 4 FEET SOUTH OF THE CENTER OF THE HATCH OPENINGS ON
 ME2455'TO THE ROOF.  THE DISK IS SET FLUSH
 ME2455'IN A DRILLED HOLE AND IS STAMPED
 ME2455'MICHIGAN CITY 1952.
 ME2455'
 ME2455'REFERENCE MARK NO. 1 IS ON THE NORTHWEST CORNER OF THE ROOF OF THE
 ME2455'TOWER.  THE DISK
 ME2455'IS SET FLUSH IN A DRILLED HOLE AND IS STAMPED MICHIGAN
 ME2455'CITY NO 1 1952.
 ME2455'
 ME2455'REFERENCE MARK NO. 2 IS ON THE NORTHEAST CORNER OF THE ROOF.  THE
 ME2455'DISK IS SET FLUSH
 ME2455'IN A DRILLED HOLE AND IS STAMPED MICHIGAN CITY NO 2
 ME2455'1952.
 ME2455'
 ME2455'NO AZIMUTH MARK SET.
 ME2455'
 ME2455'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAYS 12 AND 421 IN
 ME2455'MICHIGAN CITY, GO
 ME2455'NORTH ON HIGHWAY 421 FOR 0.25 MILE TO ENTRANCE OF
 ME2455'WASHINGTON PARK, TURN RIGHT ON PAVED
 ME2455'ROAD THROUGH PARK AND GO EAST FOR
 ME2455'0.15 MILE TO PARK ZOO, PACK UP HILL THROUGH ZOO TO
 ME2455'TOWER AND STATION AS
 ME2455'DESCRIBED.
 ME2455'
 ME2455'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2439 ***********************************************************************
 ME2439  DESIGNATION -  MICHIGAN CITY MUNICIPAL TANK
 ME2439  PID         -  ME2439
 ME2439  STATE/COUNTY-  IN/LA PORTE
 ME2439  USGS QUAD   -  MICHIGAN CITY EAST (1980)
 ME2439
 ME2439                         *CURRENT SURVEY CONTROL
 ME2439  ___________________________________________________________________
 ME2439* NAD 83(1997)-  41 42 33.48191(N)    086 52 09.11447(W)     ADJUSTED  
 ME2439* NAVD 88     -                                                        
 ME2439  ___________________________________________________________________
 ME2439  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 ME2439  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 ME2439
 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
 ME2439.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2439
 ME2439.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2439
 ME2439  NAD 83(1994)-  41 42 33.48636(N)    086 52 09.11852(W) AD(       ) 4
 ME2439  NAD 83(1986)-  41 42 33.48574(N)    086 52 09.11872(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2439.See file dsdata.txt to determine how the superseded data were derived.
 ME2439
 ME2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM1088217509(NAD 83)
 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 = OCTOBER  6, 2006
 ME2457 ***********************************************************************
 ME2457  DESIGNATION -  MICHIGAN CITY N IND P S CO STK
 ME2457  PID         -  ME2457
 ME2457  STATE/COUNTY-  IN/LA PORTE
 ME2457  USGS QUAD   -  MICHIGAN CITY WEST (1980)
 ME2457
 ME2457                         *CURRENT SURVEY CONTROL
 ME2457  ___________________________________________________________________
 ME2457* NAD 83(1997)-  41 43 16.43730(N)    086 54 32.36084(W)     ADJUSTED  
 ME2457* NAVD 88     -                                                        
 ME2457  ___________________________________________________________________
 ME2457  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 ME2457  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME2457
 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
 ME2457.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2457
 ME2457.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2457
 ME2457  NAD 83(1994)-  41 43 16.44213(N)    086 54 32.36585(W) AD(       ) 4
 ME2457  NAD 83(1986)-  41 43 16.44148(N)    086 54 32.36608(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2457.See file dsdata.txt to determine how the superseded data were derived.
 ME2457
 ME2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0757018830(NAD 83)
 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 = OCTOBER  6, 2006
 ME2456 ***********************************************************************
 ME2456  DESIGNATION -  MICHIGAN CITY PARK LOT 1952
 ME2456  PID         -  ME2456
 ME2456  STATE/COUNTY-  IN/LA PORTE
 ME2456  USGS QUAD   -  MICHIGAN CITY WEST (1980)
 ME2456
 ME2456                         *CURRENT SURVEY CONTROL
 ME2456  ___________________________________________________________________
 ME2456* NAD 83(1997)-  41 43 31.03006(N)    086 53 54.83364(W)     ADJUSTED  
 ME2456* NAVD 88     -                                                        
 ME2456  ___________________________________________________________________
 ME2456  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 ME2456  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 ME2456
 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
 ME2456.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2456
 ME2456.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2456
 ME2456  NAD 83(1994)-  41 43 31.03489(N)    086 53 54.83828(W) AD(       ) 4
 ME2456  NAD 83(1986)-  41 43 31.03440(N)    086 53 54.83883(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2456.See file dsdata.txt to determine how the superseded data were derived.
 ME2456
 ME2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0843719281(NAD 83)
 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 = OCTOBER  6, 2006
 ME2458 ***********************************************************************
 ME2458  DESIGNATION -  MICHIGAN CITY PULLMAN CAR TK
 ME2458  PID         -  ME2458
 ME2458  STATE/COUNTY-  IN/LA PORTE
 ME2458  USGS QUAD   -  MICHIGAN CITY WEST (1980)
 ME2458
 ME2458                         *CURRENT SURVEY CONTROL
 ME2458  ___________________________________________________________________
 ME2458* NAD 83(1997)-  41 42 13.75504(N)    086 54 28.52277(W)     ADJUSTED  
 ME2458* NAVD 88     -                                                        
 ME2458  ___________________________________________________________________
 ME2458  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 ME2458  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME2458
 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
 ME2458.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2458
 ME2458.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2458
 ME2458  NAD 83(1994)-  41 42 13.76102(N)    086 54 28.52652(W) AD(       ) 4
 ME2458  NAD 83(1986)-  41 42 13.76106(N)    086 54 28.52660(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2458.See file dsdata.txt to determine how the superseded data were derived.
 ME2458
 ME2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0766116897(NAD 83)
 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 = OCTOBER  6, 2006
 ME2459 ***********************************************************************
 ME2459  DESIGNATION -  MICHIGAN CITY PULLMAN CAR STK
 ME2459  PID         -  ME2459
 ME2459  STATE/COUNTY-  IN/LA PORTE
 ME2459  USGS QUAD   -  MICHIGAN CITY WEST (1980)
 ME2459
 ME2459                         *CURRENT SURVEY CONTROL
 ME2459  ___________________________________________________________________
 ME2459* NAD 83(1997)-  41 42 54.06862(N)    086 54 17.16313(W)     ADJUSTED  
 ME2459* NAVD 88     -                                                        
 ME2459  ___________________________________________________________________
 ME2459  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 ME2459  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME2459
 ME2459  HORZ ORDER  -  THIRD
 ME2459
 ME2459.The horizontal coordinates were established by classical geodetic methods
 ME2459.and adjusted by the National Geodetic Survey in May 1999..
 ME2459
 ME2459
 ME2459.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2459
 ME2459.The geoid height was determined by GEOID03.
 ME2459
 ME2459;                    North         East     Units Scale Factor Converg.
 ME2459;SPC IN W     -   717,981.565   914,859.646   MT  0.99996938   +0 07 07.8
 ME2459;SPC IN W     - 2,355,577.85  3,001,502.02   sFT  0.99996938   +0 07 07.8
 ME2459;UTM  16      - 4,618,140.286   507,922.019   MT  0.99960077   +0 03 48.1
 ME2459
 ME2459                          SUPERSEDED SURVEY CONTROL
 ME2459
 ME2459  NAD 83(1994)-  41 42 54.07393(N)    086 54 17.16737(W) AD(       ) 4
 ME2459  NAD 83(1986)-  41 42 54.07355(N)    086 54 17.16773(W) AD(       ) 4
 ME2459  NAD 27      -  41 42 53.93400(N)    086 54 17.06100(W) AD(       ) 3
 ME2459
 ME2459.Superseded values are not recommended for survey control.
 ME2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2459.See file dsdata.txt to determine how the superseded data were derived.
 ME2459
 ME2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0792218140(NAD 83)
 ME2459_MARKER: 63 = STACK
 ME2459
 ME2459  HISTORY     - Date     Condition        Report By
 ME2459  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2459  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME2459
 ME2459                          STATION DESCRIPTION
 ME2459
 ME2459'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2459'THE STATION IS THE CENTER OF THE TOP OF THE
 ME2459'PULLMAN STANDARD
 ME2459'CAR MFG. CO. STACK.  IT IS 200 FEET HIGH, THE TALLEST
 ME2459'OF TWO STACKS LOCATED JUST WEST OF
 ME2459'THE INTERSECTION OF WABASH AND W.
 ME2459'SIXTH STREETS IN WEST MICHIGAN CITY.
 ME2459
 ME2459                          STATION RECOVERY (1988)
 ME2459
 ME2459'RECOVERY NOTE BY US POWER SQUADRON 1988 (TCR)
 ME2459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2463 ***********************************************************************
 ME2463  DESIGNATION -  MICHIGAN CITY ST MARYS CATH CH
 ME2463  PID         -  ME2463
 ME2463  STATE/COUNTY-  IN/LA PORTE
 ME2463  USGS QUAD   -  MICHIGAN CITY WEST (1980)
 ME2463
 ME2463                         *CURRENT SURVEY CONTROL
 ME2463  ___________________________________________________________________
 ME2463* NAD 83(1997)-  41 42 47.12234(N)    086 53 58.13442(W)     ADJUSTED  
 ME2463* NAVD 88     -                                                        
 ME2463  ___________________________________________________________________
 ME2463  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 ME2463  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME2463
 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
 ME2463.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2463
 ME2463.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2463
 ME2463  NAD 83(1994)-  41 42 47.12717(N)    086 53 58.13906(W) AD(       ) 4
 ME2463  NAD 83(1986)-  41 42 47.12655(N)    086 53 58.13952(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2463.See file dsdata.txt to determine how the superseded data were derived.
 ME2463
 ME2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0836217927(NAD 83)
 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 = OCTOBER  6, 2006
 ME2440 ***********************************************************************
 ME2440  DESIGNATION -  MICHIGAN CITY USLS 1874
 ME2440  PID         -  ME2440
 ME2440  STATE/COUNTY-  IN/LA PORTE
 ME2440  USGS QUAD   -  MICHIGAN CITY EAST (1980)
 ME2440
 ME2440                         *CURRENT SURVEY CONTROL
 ME2440  ___________________________________________________________________
 ME2440* NAD 83(1997)-  41 44 07.80177(N)    086 52 20.25911(W)     ADJUSTED  
 ME2440* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 ME2440  ___________________________________________________________________
 ME2440  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 ME2440  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 ME2440
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2440
 ME2440.The geoid height was determined by GEOID03.
 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     -   0.99997599  x   0.99997046  =   0.99994645
 ME2440!UTM  16      -   0.99997599  x   0.99960139  =   0.99957739
 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|---------------------------------------------------------------------|
 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
 ME2440.Superseded values are not recommended for survey control.
 ME2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2440.See file dsdata.txt to determine how the superseded data were derived.
 ME2440
 ME2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM1062020418(NAD 83)
 ME2440_MARKER: Z = SEE DESCRIPTION
 ME2440_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 LB2534 ***********************************************************************
 LB2534  DESIGNATION -  MICHIGANTOWN
 LB2534  PID         -  LB2534
 LB2534  STATE/COUNTY-  IN/CLINTON
 LB2534  USGS QUAD   -  MICHIGANTOWN (1980)
 LB2534
 LB2534                         *CURRENT SURVEY CONTROL
 LB2534  ___________________________________________________________________
 LB2534* NAD 83(1997)-  40 19 43.77544(N)    086 23 25.97004(W)     ADJUSTED  
 LB2534* NAVD 88     -       266.04   (+/-2cm)     872.8    (feet)  VERTCON   
 LB2534  ___________________________________________________________________
 LB2534  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 LB2534  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 LB2534
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2534
 LB2534.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2534
 LB2534.The geoid height was determined by GEOID03.
 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;SPC IN E     -   564,280.087    38,484.357   MT  1.00001323   -0 28 06.6
 LB2534;SPC IN E     - 1,851,308.92    126,260.76   sFT  1.00001323   -0 28 06.6
 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     -   0.99996362  x   1.00000932  =   0.99997294
 LB2534!SPC IN E     -   0.99996362  x   1.00001323  =   0.99997685
 LB2534!UTM  16      -   0.99996362  x   0.99963299  =   0.99959663
 LB2534
 LB2534:                Primary Azimuth Mark                     Grid Az
 LB2534:SPC IN W     -  MICHIGANTOWN AZ MK                       019 23 09.7
 LB2534:SPC IN E     -  MICHIGANTOWN AZ MK                       020 18 10.4
 LB2534:UTM  16      -  MICHIGANTOWN AZ MK                       019 26 23.9
 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 (07/19/86)  266.15   (m)          873.2    (f) LEVELING    3  
 LB2534
 LB2534.Superseded values are not recommended for survey control.
 LB2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2534.See file dsdata.txt to determine how the superseded data were derived.
 LB2534
 LB2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5177264433(NAD 83)
 LB2534_MARKER: DS = TRIANGULATION STATION DISK
 LB2534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 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  USGS QUAD   -  MICHIGAN CITY EAST (1980)
 ME3222
 ME3222                         *CURRENT SURVEY CONTROL
 ME3222  ___________________________________________________________________
 ME3222* NAD 83(1997)-  41 41 57.97064(N)    086 49 22.59312(W)     ADJUSTED  
 ME3222* NAVD 88     -       198.96   (meters)     652.8    (feet)  GPS OBS   
 ME3222  ___________________________________________________________________
 ME3222  X           -     264,327.999 (meters)                     COMP
 ME3222  Y           -  -4,762,064.794 (meters)                     COMP
 ME3222  Z           -   4,220,846.288 (meters)                     COMP
 ME3222  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 ME3222  ELLIP HEIGHT-         165.16  (meters)          (04/10/98) GPS OBS
 ME3222  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME3222
 ME3222  HORZ ORDER  -  B
 ME3222  ELLP ORDER  -  FOURTH    CLASS I
 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 April 1998..
 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 NAVD 88 network.
 ME3222
 ME3222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3222
 ME3222.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3222
 ME3222.The ellipsoidal height was determined by GPS observations
 ME3222.and is referenced to NAD 83.
 ME3222
 ME3222.The geoid height was determined by GEOID03.
 ME3222
 ME3222;                    North         East     Units Scale Factor Converg.
 ME3222;SPC IN W     -   716,268.237   921,674.085   MT  0.99997245   +0 10 23.6
 ME3222;SPC IN W     - 2,349,956.71  3,023,859.06   sFT  0.99997245   +0 10 23.6
 ME3222;UTM  16      - 4,616,420.999   514,732.282   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  =   0.99994655
 ME3222!UTM  16      -   0.99997410  x   0.99960267  =   0.99957678
 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|---------------------------------------------------------------------|
 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(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  NGVD 29 (02/23/89)  199.1    (m)          653.     (f) GPS OBS        
 ME3222
 ME3222.Superseded values are not recommended for survey control.
 ME3222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3222.See file dsdata.txt to determine how the superseded data were derived.
 ME3222
 ME3222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM1473216421(NAD 83)
 ME3222_MARKER: I = METAL ROD
 ME3222_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME3222_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ME3222_STAMPING: MICPORT 1988
 ME3222_MARK LOGO: NGS   
 ME3222_PROJECTION: FLUSH
 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 - May 13, 1997
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3223 ***********************************************************************
 ME3223  DESIGNATION -  MICPORT AZ MK
 ME3223  PID         -  ME3223
 ME3223  STATE/COUNTY-  IN/LA PORTE
 ME3223  USGS QUAD   -  MICHIGAN CITY EAST (1980)
 ME3223
 ME3223                         *CURRENT SURVEY CONTROL
 ME3223  ___________________________________________________________________
 ME3223* NAD 83(1997)-  41 42 23.55763(N)    086 49 09.91279(W)     ADJUSTED  
 ME3223* NAVD 88     -       195.8    (meters)     642.     (feet)  VERTCON   
 ME3223  ___________________________________________________________________
 ME3223  X           -     264,591.482 (meters)                     COMP
 ME3223  Y           -  -4,761,521.810 (meters)                     COMP
 ME3223  Z           -   4,221,433.585 (meters)                     COMP
 ME3223  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 ME3223  ELLIP HEIGHT-         162.01  (meters)          (05/25/99) GPS OBS
 ME3223  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME3223
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3223
 ME3223.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3223
 ME3223.The ellipsoidal height was determined by GPS observations
 ME3223.and is referenced to NAD 83.
 ME3223
 ME3223.The geoid height was determined by GEOID03.
 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 00.2
 ME3223:UTM  16      -  MICPORT                                  200 15 19.8
 ME3223
 ME3223|---------------------------------------------------------------------|
 ME3223| PID    Reference Object                     Distance      Geod. Az  |
 ME3223|                                                           dddmmss.s |
 ME3223| ME3222 MICPORT                             APPROX. 0.8 KM 2002232.3 |
 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)          643.     (f) GPS OBS        
 ME3223
 ME3223.Superseded values are not recommended for survey control.
 ME3223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3223.See file dsdata.txt to determine how the superseded data were derived.
 ME3223
 ME3223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM1502417211(NAD 83)
 ME3223_MARKER: I = METAL ROD
 ME3223_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME3223_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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 - 1988
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1993 ***********************************************************************
 LA1993  DESIGNATION -  MIDDLE
 LA1993  PID         -  LA1993
 LA1993  STATE/COUNTY-  IN/ALLEN
 LA1993  USGS QUAD   -  POE (1994)
 LA1993
 LA1993                         *CURRENT SURVEY CONTROL
 LA1993  ___________________________________________________________________
 LA1993* NAD 83(1997)-  40 56 13.68673(N)    085 02 28.02974(W)     ADJUSTED  
 LA1993* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 LA1993  ___________________________________________________________________
 LA1993  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 LA1993  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 LA1993
 LA1993  HORZ ORDER  -  SECOND
 LA1993
 LA1993.The horizontal coordinates were established by classical geodetic methods
 LA1993.and adjusted by the National Geodetic Survey in May 1999..
 LA1993
 LA1993.The orthometric height was scaled from a topographic map.
 LA1993
 LA1993.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA1993
 LA1993.The geoid height was determined by GEOID03.
 LA1993
 LA1993;                    North         East     Units Scale Factor Converg.
 LA1993;SPC IN E     -   631,765.515   152,678.906   MT  1.00000081   +0 24 35.6
 LA1993;SPC IN E     - 2,072,717.36    500,914.04   sFT  1.00000081   +0 24 35.6
 LA1993;UTM  16      - 4,533,625.979   664,905.896   MT  0.99993471   +1 17 01.7
 LA1993
 LA1993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1993!SPC IN E     -   0.99996697  x   1.00000081  =   0.99996778
 LA1993!UTM  16      -   0.99996697  x   0.99993471  =   0.99990168
 LA1993
 LA1993|---------------------------------------------------------------------|
 LA1993| PID    Reference Object                     Distance      Geod. Az  |
 LA1993|                                                           dddmmss.s |
 LA1993| LA1990 MIDDLE 2                             22.105 METERS 03836     |
 LA1993| CC8939 MIDDLE RM 1                          35.025 METERS 17154     |
 LA1993| CC8940 MIDDLE RM 2                          32.211 METERS 26613     |
 LA1993| CC8941 MIDDLE 2 AZ MK                                     3075606.6 |
 LA1993| CC8938 MIDDLE AZ MK                                       3084915.8 |
 LA1993| LA1987 ST JOSEPH CATH CHURCH SPIRE         APPROX. 5.8 KM 3232139.5 |
 LA1993|---------------------------------------------------------------------|
 LA1993
 LA1993                          SUPERSEDED SURVEY CONTROL
 LA1993
 LA1993  NAD 83(1995)-  40 56 13.68693(N)    085 02 28.03355(W) AD(       ) 2
 LA1993  NAD 83(1986)-  40 56 13.68888(N)    085 02 28.04459(W) AD(       ) 2
 LA1993  NAD 27      -  40 56 13.51410(N)    085 02 28.16250(W) AD(       ) 2
 LA1993
 LA1993.Superseded values are not recommended for survey control.
 LA1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1993.See file dsdata.txt to determine how the superseded data were derived.
 LA1993
 LA1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6490633626(NAD 83)
 LA1993_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA1993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1993
 LA1993  HISTORY     - Date     Condition        Report By
 LA1993  HISTORY     - 1947     MONUMENTED       CGS
 LA1993  HISTORY     - 1955     SEE DESCRIPTION  CGS
 LA1993
 LA1993                          STATION DESCRIPTION
 LA1993
 LA1993'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LA1993'STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF FORT WAYNE ON THE EAST
 LA1993'SIDE OF U.S. HIGHWAYS
 LA1993'33 AND 27.  IT IS 101 FEET NORTHEAST OF THE INTERSECTION OF HIGHWAY
 LA1993'AND GRAVEL T-ROAD WEST, 45 FEET NORTH
 LA1993'OF A CONCRETE FENCE POST 41 FEET EAST OF THE CENTER
 LA1993'OF HIGHWAY, 8 FEET SOUTH OF A WHITE WITNESS POST AND
 LA1993'IN A NORTH-SOUTH FENCE LINE.  THE
 LA1993'MARK IS FLUSH AND THE DISK IS STAMPED MIDDLE 1947.
 LA1993'
 LA1993'REFERENCE MARK NO. 1 IS 114.91 FEET SOUTH OF THE STATION.  IT IS 34
 LA1993'FEET WEST OF THE CENTER OF
 LA1993'HIGHWAY, 33 FEET NORTH OF THE CENTER OF GRAVEL ROAD AND 1 FOOT NORTH
 LA1993'OF A POWER LINE POLE.  THE MARK
 LA1993'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MIDDLE NO 1 1947.
 LA1993'
 LA1993'REFERENCE MARK NO. 2 IS 105.68 FEET WEST OF THE STATION.  IT IS 34
 LA1993'FEET WEST OF THE CENTER OF
 LA1993'HIGHWAY AND 15 FEET SOUTH OF A POWERLINE POLE.  THE MARK IS FLUSH AND
 LA1993'THE DISK IS STAMPED MIDDLE NO 2 1947.
 LA1993'
 LA1993'AZIMUTH MARK IS 0.3 MILE NORTHWEST OF THE STATION.  IT IS 35 FEET
 LA1993'WEST OF THE CENTER OF U.S.
 LA1993'HIGHWAYS NO. 33 AND 27, 13.5 FEET EAST OF A FENCELINE, 2 FEET SOUTH
 LA1993'OF A WHITE WITNESS POST AND 1
 LA1993'FOOT SOUTH OF A TELEPHONE POLE.  THE MARK PROJECTS ABOUT
 LA1993'2 INCHES AND THE DISK IS STAMPED MIDDLE
 LA1993'1947.
 LA1993'
 LA1993'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 3 AND U.S.
 LA1993'HIGHWAYS 33 AND 27 (E.
 LA1993'RUDISILL STREET AND PIQUA STREET) IN FORT WAYNE GO SOUTHEAST ON U.S.
 LA1993'HIGHWAYS 33 AND 27 FOR 9.2
 LA1993'MILE TO AZIMUTH MARK ON THE RIGHT, CONTINUE FOR 0.3 MILE
 LA1993'TO STATION ON THE LEFT AS DESCRIBED.
 LA1993'
 LA1993'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LA1993
 LA1993                          STATION RECOVERY (1955)
 LA1993
 LA1993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA1993'THE STATION MARK, AZIMUTH MARK AND BOTH REFERENCE MARKS WERE
 LA1993'RECOVERED IN GOOD
 LA1993'CONDITION.  THE STATION, AND ALL ASSOCIATED MARKS, WERE LOCATED IN AN
 LA1993'AREA UNDER HIGHWAY
 LA1993'CONSTRUCTION FOR U.S. HIGHWAYS 27 AND 33, AND THE STATION WAS
 LA1993'DESTROYED AND ALL MARKS REMOVED AS
 LA1993'A RESULT OF REQUEST FROM THE INDIANA STATE HIGHWAY
 LA1993'COMMISSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1990 ***********************************************************************
 LA1990  DESIGNATION -  MIDDLE 2
 LA1990  PID         -  LA1990
 LA1990  STATE/COUNTY-  IN/ALLEN
 LA1990  USGS QUAD   -  POE (1994)
 LA1990
 LA1990                         *CURRENT SURVEY CONTROL
 LA1990  ___________________________________________________________________
 LA1990* NAD 83(1997)-  40 56 14.24680(N)    085 02 27.44029(W)     ADJUSTED  
 LA1990* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 LA1990  ___________________________________________________________________
 LA1990  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 LA1990  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 LA1990
 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.No horizontal observational check was made to the station.
 LA1990
 LA1990.The orthometric height was scaled from a topographic map.
 LA1990
 LA1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA1990
 LA1990.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1990.See file dsdata.txt to determine how the superseded data were derived.
 LA1990
 LA1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6491933644(NAD 83)
 LA1990_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 LA1990'MILES SOUTHEAST OF FORT WAYNE, 10 MILES NORTHWEST OF DECATUR, 90
 LA1990'FEET NORTHEAST OF THE CENTERLINE OF
 LA1990'U.S. HIGHWAYS 27 AND 33, 21 FEET NORTHWEST OF A
 LA1990'TELEPHONE POLE, 3 FEET NORTHWEST OF A 4 IN BY 4 IN
 LA1990'WITNESS POST AND 1 FOOT SOUTHWEST OF
 LA1990'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
 LA1990'FOR 1.7 MILES TO THE INTERSECTION OF THIS ROAD AND U.S. HIGHWAYS
 LA1990'27 AND 33 (UNDER CONSTRUCTION).
 LA1990'TURN RIGHT, SOUTHEAST, ON U.S. HIGHWAY 27 AND 33
 LA1990'AND GO 0.7 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 LA1990'CONTINUE SOUTHEASTERLY FOR 0.3
 LA1990'MILES TO THE 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
 LA1990'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
 LA1990'PROJECTING 3 INCHES.  IT IS 100 FEET NORTHEAST OF THE CENTERLINE OF
 LA1990'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
 LA1990'PROJECTING 2 INCHES.  IT IS 0.3 MILES NORTHWEST OF THE STATION, 100
 LA1990'FEET NORTHWEST OF A LARGE
 LA1990'CONCRETE CULVERT, 90 FEET SOUTHWEST OF THE CENTERLINE OF U.S.
 LA1990'HIGHWAYS 27 AND 33, 26 FEET SOUTHWEST
 LA1990'OF A POWER LINE POLE AND 3 FEET SOUTHEAST OF A
 LA1990'4 IN BY 4 IN WITNESS POST.
 LA1990'
 LA1990'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MIDDLE 2 1955 AND IS SET
 LA1990'IN A SQUARE CONCRETE POST
 LA1990'THAT PROJECTS 2 INCHES.  IT IS 2.6 FEET SOUTHEAST OF A WHITE WITNESS
 LA1990'POST 26 FEET SOUTHWEST OF A POWER
 LA1990'POLE, 90 FEET SOUTHWEST OF HIGHWAY 33 AND 27, AND 100 FEET
 LA1990'NORTHWEST OF A 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
 LA1990'AZ. MK. WAS FOUND DESTROYED (DECAPPED BY ROAD MACHINERY) AND
 LA1990'ESSENTIALLY AS ORIGINALLY DESCRIBED EXCEPT THAT THAT DESCRIPTION
 LA1990'OMITTED LOCATION OF NO. 4 R.M. AND THEREFOR SUBSTITUTED THE
 LA1990'DESCRIPTION OF THE LOCATION OF THE OLD ORIGINAL AZIMUTH MARK SET
 LA1990'IN 1947.
 LA1990'
 LA1990'ABOUT 3.5 MILES E OF R.R. CROSSING IN HOAGLAND OR 2.0 MILES NELY
 LA1990'ALONG PAVED ROAD FROM THE MAIN CROSSROADS IN POE TO NOS. 27 AND 33
 LA1990'U.S.  HWYS., THENCE 0.7 MILE SELY THEREON TO STATION ON LEFT, AN
 LA1990'ESTIMATED 175 YARDS NW OF CREST OF HWY. GRADES, 49-1/2 FEET NE OF
 LA1990'CENTER LINE OF PRESENT ONLY 24-FOOT CONCRETE HWY. PAVEMENT, 2.3
 LA1990'FEET LOWER THAN SAME, 17.3 FEET SE OF R/W MARKER AT FENCE CORNER
 LA1990'ON PROJECTED FROM S CENTER LINE OF FRANK ROAD, STANDARD DISKS
 LA1990'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
 LA1990'FEET OR 11.296 METERS NNW OF STATION, 24.5 FEET N OF FENCE CORNER,
 LA1990'1-1/2 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
 LA1990'1-1/2 FEET N OF STEEL WIT. POST.
 LA1990'
 LA1990'AZIMUTH MARK STAMPED MIDDLE 2 1955, FLUSH, IS ABOUT 0.35 MILE NW
 LA1990'OF STATION, 196 FEET NW OF CENTERLINE OF AND AT SW END OF
 LA1990'6-FOOT-SPAN CONCRETE BOX CULVERT, 124 FEET SW OF CENTER LINE OF
 LA1990'24-FOOT PRESENT PAVEMENT WHICH WILL BE NE PAIR OF PROPOSED DUAL
 LA1990'HWY. LANES, 2.2 FEET LOWER THAN SAME, 90 FEET SW OF CENTER LINE OF
 LA1990'180-FOOT RIGHT-OF-WAY OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1703 ***********************************************************************
 MD1703  DESIGNATION -  MIDDLEBURY
 MD1703  PID         -  MD1703
 MD1703  STATE/COUNTY-  IN/ELKHART
 MD1703  USGS QUAD   -  MIDDLEBURY (1994)
 MD1703
 MD1703                         *CURRENT SURVEY CONTROL
 MD1703  ___________________________________________________________________
 MD1703* NAD 83(1997)-  41 39 14.24988(N)    085 42 11.21197(W)     ADJUSTED  
 MD1703* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 MD1703  ___________________________________________________________________
 MD1703  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 MD1703  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 MD1703
 MD1703  HORZ ORDER  -  FIRST
 MD1703
 MD1703.The horizontal coordinates were established by classical geodetic methods
 MD1703.and adjusted by the National Geodetic Survey in May 1999..
 MD1703
 MD1703.The orthometric height was scaled from a topographic map.
 MD1703
 MD1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1703
 MD1703.The geoid height was determined by GEOID03.
 MD1703
 MD1703;                    North         East     Units Scale Factor Converg.
 MD1703;SPC IN E     -   711,185.180    96,964.071   MT  0.99996678   -0 01 27.2
 MD1703;SPC IN E     - 2,333,280.04    318,122.96   sFT  0.99996678   -0 01 27.2
 MD1703;UTM  16      - 4,612,169.110   607,986.006   MT  0.99974350   +0 51 43.3
 MD1703
 MD1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1703!SPC IN E     -   0.99996008  x   0.99996678  =   0.99992686
 MD1703!UTM  16      -   0.99996008  x   0.99974350  =   0.99970359
 MD1703
 MD1703:                Primary Azimuth Mark                     Grid Az
 MD1703:SPC IN E     -  MIDDLEBURY AZ MK                         088 01 32.5
 MD1703:UTM  16      -  MIDDLEBURY AZ MK                         087 08 22.0
 MD1703
 MD1703|---------------------------------------------------------------------|
 MD1703| PID    Reference Object                     Distance      Geod. Az  |
 MD1703|                                                           dddmmss.s |
 MD1703| CC8944 MIDDLEBURY AZ MK                                   0880005.3 |
 MD1703| CC8946 MIDDLEBURY RM 2                      24.646 METERS 27233     |
 MD1703| CC8945 MIDDLEBURY RM 1                                    35250     |
 MD1703|---------------------------------------------------------------------|
 MD1703
 MD1703                          SUPERSEDED SURVEY CONTROL
 MD1703
 MD1703  NAD 83(1995)-  41 39 14.24952(N)    085 42 11.21681(W) AD(       ) 1
 MD1703  NAD 83(1994)-  41 39 14.24940(N)    085 42 11.21698(W) AD(       ) 1
 MD1703  NAD 83(1986)-  41 39 14.25191(N)    085 42 11.22134(W) AD(       ) 1
 MD1703  NAD 27      -  41 39 14.06820(N)    085 42 11.25730(W) AD(       ) 1
 MD1703
 MD1703.Superseded values are not recommended for survey control.
 MD1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1703.See file dsdata.txt to determine how the superseded data were derived.
 MD1703
 MD1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM0798612169(NAD 83)
 MD1703_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1703
 MD1703  HISTORY     - Date     Condition        Report By
 MD1703  HISTORY     - 1947     MONUMENTED       CGS
 MD1703  HISTORY     - 1954     SEE DESCRIPTION  USGS
 MD1703  HISTORY     - 1980     MARK NOT FOUND   IN-039
 MD1703
 MD1703                          STATION DESCRIPTION
 MD1703
 MD1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1703'STATION IS LOCATED ABOUT 1 MILE SOUTH OF MIDDLEBURY AND APPROXIMATELY
 MD1703'500 FEET EAST OF THE
 MD1703'JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY 13.  IT IS 52 FEET
 MD1703'SOUTH OF THE CENTERLINE OF U.S.
 MD1703'HIGHWAY 20 AND 11 FEET NORTHWEST OF A WHITE WITNESS POST.
 MD1703'THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD1703'MIDDLEBURY 1947.
 MD1703'
 MD1703'REFERENCE MARK NO. 1 IS 107.15 FEET (SLOPE DISTANCE) NORTH OF THE
 MD1703'STATION.  IT IS 55 FEET NORTH OF
 MD1703'THE CENTERLINE OF HIGHWAY, 1 FOOT NORTH OF A FENCELINE AND ABOUT 10
 MD1703'FEET ABOVE THE ELEVATION OF THE
 MD1703'STATION MARK.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 MD1703'STAMPED MEDDLEBURY NO 1 1947.
 MD1703'
 MD1703'REFERENCE MARK NO. 2 IS 80.86 FEET WEST OF THE STATION.  IT IS 52
 MD1703'FEET SOUTH OF THE CENTERLINE OF
 MD1703'HIGHWAY.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 MD1703'MIDDLEBURY NO 2 1947.
 MD1703'
 MD1703'AZIMUTH MARK IS 0.65 MILE EAST OF THE STATION.  IT IS 48 FEET NORTH
 MD1703'OF THE CENTERLINE OF U.S. HIGHWAY
 MD1703'20, 22 FEET NORTHWEST OF A 6 INCH TREE, 3 FEET WEST OF A WHITE
 MD1703'WITNESS POST AND 1 FOOT SOUTH OF A
 MD1703'FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 MD1703'IS STAMPED MIDDLEBURY 1947.
 MD1703'
 MD1703'TO REACH THE AZIMUTH MARK FROM STATION GO EAST ON U.S. HIGHWAY 20 FOR
 MD1703'0.65 MILE TO THE AZIMUTH MARK
 MD1703'ON THE LEFT AS DESCRIBED.
 MD1703'
 MD1703'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1703
 MD1703                          STATION RECOVERY (1954)
 MD1703
 MD1703'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 MD1703'STATION AND REFERENCE MARK 2 DESTROYED BY CONSTRUCTION OF NEW
 MD1703'BUILDING ON
 MD1703'STATION SITE.
 MD1703
 MD1703                          STATION RECOVERY (1980)
 MD1703
 MD1703'RECOVERY NOTE BY ELKHART COUNTY INDIANA 1980 (CMS)
 MD1703'MIDDLEBURY 1947 NOT FOUND.
 MD1703'
 MD1703'MIDDLEBURY NO. 1 1947 FOUND IN GOOD CONDITION.
 MD1703'
 MD1703'MIDDLEBURY NO. 2 1947 NOT FOUND.
 MD1703'
 MD1703'AZIMUTH MARK FOUND IN GOOD CONDITION.
 MD1703'
 MD1703'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTH OF
 MD1703'MIDDLEBURY, INDIANA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2495 ***********************************************************************
 LB2495  DESIGNATION -  MIDDLETON
 LB2495  PID         -  LB2495
 LB2495  STATE/COUNTY-  IN/HOWARD
 LB2495  USGS QUAD   -  KOKOMO WEST (1992)
 LB2495
 LB2495                         *CURRENT SURVEY CONTROL
 LB2495  ___________________________________________________________________
 LB2495* NAD 83(1997)-  40 25 03.50211(N)    086 13 58.47272(W)     ADJUSTED  
 LB2495* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 LB2495  ___________________________________________________________________
 LB2495  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 LB2495  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 LB2495
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2495
 LB2495.The geoid height was determined by GEOID03.
 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     -   0.99996446  x   0.99999508  =   0.99995954
 LB2495!SPC IN W     -   0.99996446  x   1.00003076  =   0.99999522
 LB2495!UTM  16      -   0.99996446  x   0.99965213  =   0.99961660
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2495.See file dsdata.txt to determine how the superseded data were derived.
 LB2495
 LB2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK6507874395(NAD 83)
 LB2495_MARKER: DS = TRIANGULATION STATION DISK
 LB2495_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 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 = OCTOBER  6, 2006
 KA1795 ***********************************************************************
 KA1795  DESIGNATION -  MIDLAND
 KA1795  PID         -  KA1795
 KA1795  STATE/COUNTY-  IN/GREENE
 KA1795  USGS QUAD   -  LINTON (1986)
 KA1795
 KA1795                         *CURRENT SURVEY CONTROL
 KA1795  ___________________________________________________________________
 KA1795* NAD 83(1997)-  39 04 02.55441(N)    087 11 09.22179(W)     ADJUSTED  
 KA1795* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 KA1795  ___________________________________________________________________
 KA1795  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 KA1795  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KA1795
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1795
 KA1795.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 KA1795| PID    Reference Object                     Distance      Geod. Az  |
 KA1795|                                                           dddmmss.s |
 KA1795| CM3153 MIDLAND AZ MK                                      0082940.9 |
 KA1795| KA1796 TT 84 D USGS 1947                    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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1795.See file dsdata.txt to determine how the superseded data were derived.
 KA1795
 KA1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8391824270(NAD 83)
 KA1795_MARKER: DS = TRIANGULATION STATION DISK
 KA1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2466 ***********************************************************************
 LB2466  DESIGNATION -  MIDWAY 1920
 LB2466  PID         -  LB2466
 LB2466  STATE/COUNTY-  IN/TIPTON
 LB2466  USGS QUAD   -  TIPTON (1980)
 LB2466
 LB2466                         *CURRENT SURVEY CONTROL
 LB2466  ___________________________________________________________________
 LB2466* NAD 83(1997)-  40 21 56.15155(N)    086 04 43.33090(W)     ADJUSTED  
 LB2466* NAVD 88     -       269.73   (+/-2cm)     884.9    (feet)  VERTCON   
 LB2466  ___________________________________________________________________
 LB2466  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 LB2466  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 LB2466
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2466
 LB2466.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2466
 LB2466.The geoid height was determined by GEOID03.
 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     -   0.99996308  x   0.99998174  =   0.99994482
 LB2466!UTM  16      -   0.99996308  x   0.99967532  =   0.99963841
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  269.85   (m)          885.3    (f) LEVELING    3  
 LB2466
 LB2466.Superseded values are not recommended for survey control.
 LB2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2466.See file dsdata.txt to determine how the superseded data were derived.
 LB2466
 LB2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7822168744(NAD 83)
 LB2466_MARKER: N = NAIL
 LB2466_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 LB2173 ***********************************************************************
 LB2173  DESIGNATION -  MIDWOOD
 LB2173  PID         -  LB2173
 LB2173  STATE/COUNTY-  IN/BENTON
 LB2173  USGS QUAD   -  BOSWELL (1980)
 LB2173
 LB2173                         *CURRENT SURVEY CONTROL
 LB2173  ___________________________________________________________________
 LB2173* NAD 83(1997)-  40 34 24.86737(N)    087 23 57.12403(W)     ADJUSTED  
 LB2173* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 LB2173  ___________________________________________________________________
 LB2173  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 LB2173  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 LB2173
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2173
 LB2173.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2173.See file dsdata.txt to determine how the superseded data were derived.
 LB2173
 LB2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK6621191498(NAD 83)
 LB2173_MARKER: DS = TRIANGULATION STATION DISK
 LB2173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA2450 ***********************************************************************
 LA2450  SACS        -  This is a Secondary Airport Control Station.
 LA2450  DESIGNATION -  MIE ARP
 LA2450  PID         -  LA2450
 LA2450  STATE/COUNTY-  IN/DELAWARE
 LA2450  USGS QUAD   -  MUNCIE WEST (1992)
 LA2450
 LA2450                         *CURRENT SURVEY CONTROL
 LA2450  ___________________________________________________________________
 LA2450* NAD 83(1997)-  40 14 26.41805(N)    085 23 43.04250(W)     ADJUSTED  
 LA2450* NAVD 88     -       284.53   (meters)     933.5    (feet)  GPS OBS   
 LA2450  ___________________________________________________________________
 LA2450  X           -     391,423.719 (meters)                     COMP
 LA2450  Y           -  -4,859,941.176 (meters)                     COMP
 LA2450  Z           -   4,098,582.710 (meters)                     COMP
 LA2450  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 LA2450  ELLIP HEIGHT-         250.66  (meters)          (08/16/00) GPS OBS
 LA2450  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 LA2450
 LA2450  HORZ ORDER  -  FIRST
 LA2450  ELLP ORDER  -  FOURTH    CLASS I
 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 August 2000..
 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 NAVD 88 network.
 LA2450
 LA2450.Photographs are available 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 DEFLEC99 derived deflections.
 LA2450
 LA2450.The ellipsoidal height was determined by GPS observations
 LA2450.and is referenced to NAD 83.
 LA2450
 LA2450.The geoid height was determined by GEOID03.
 LA2450
 LA2450;                    North         East     Units Scale Factor Converg.
 LA2450;SPC IN E     -   554,275.522   123,091.617   MT  0.99997323   +0 10 31.1
 LA2450;SPC IN E     - 1,818,485.61    403,843.08   sFT  0.99997323   +0 10 31.1
 LA2450;UTM  16      - 4,455,704.975   636,498.480   MT  0.99982936   +1 02 12.5
 LA2450
 LA2450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2450!SPC IN E     -   0.99996068  x   0.99997323  =   0.99993391
 LA2450!UTM  16      -   0.99996068  x   0.99982936  =   0.99979005
 LA2450
 LA2450                          SUPERSEDED SURVEY CONTROL
 LA2450
 LA2450  NAD 83(1997)-  40 14 26.42137(N)    085 23 43.05213(W) AD(       ) 3
 LA2450  ELLIP H (05/25/99)  251.06   (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)  284.7    (m)          934.     (f) GPS OBS        
 LA2450
 LA2450.Superseded values are not recommended for survey control.
 LA2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2450.See file dsdata.txt to determine how the superseded data were derived.
 LA2450
 LA2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3649855705(NAD 83)
 LA2450_MARKER: DT = TOPOGRAPHIC STATION DISK
 LA2450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2450_SP_SET: CONCRETE POST
 LA2450_STAMPING: ARP 1959
 LA2450_MARK LOGO: CGS   
 LA2450_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LA2450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA2450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2450+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2000
 LA2450
 LA2450  HISTORY     - Date     Condition        Report By
 LA2450  HISTORY     - 1959     MONUMENTED       CGS
 LA2450  HISTORY     - 19880701 GOOD             NGS
 LA2450  HISTORY     - 19901026 GOOD             CGS
 LA2450  HISTORY     - 19961115 GOOD             CGS
 LA2450  HISTORY     - 20000710 GOOD             NGS
 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 COAST AND 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 COAST AND 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) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2205 ***********************************************************************
 LA2205  DESIGNATION -  MIER
 LA2205  PID         -  LA2205
 LA2205  STATE/COUNTY-  IN/GRANT
 LA2205  USGS QUAD   -  SOMERSET (1994)
 LA2205
 LA2205                         *CURRENT SURVEY CONTROL
 LA2205  ___________________________________________________________________
 LA2205* NAD 83(1997)-  40 37 38.59006(N)    085 49 33.71825(W)     ADJUSTED  
 LA2205* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 LA2205  ___________________________________________________________________
 LA2205  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 LA2205  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 LA2205
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2205
 LA2205.The geoid height was determined by GEOID03.
 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     -   0.99996603  x   0.99996890  =   0.99993493
 LA2205!UTM  16      -   0.99996603  x   0.99972134  =   0.99968738
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2205.See file dsdata.txt to determine how the superseded data were derived.
 LA2205
 LA2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK9928798057(NAD 83)
 LA2205_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2205
 LA2205  HISTORY     - Date     Condition        Report By
 LA2205  HISTORY     - 1948     MONUMENTED       CGS
 LA2205  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LA2205  HISTORY     - 1961     SEE DESCRIPTION  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
 LA2205'PHILLIP RENBARGER.  IT IS 52 FEET EAST OF THE CENTER OF STATE HIGHWAY
 LA2205'NO.  13, 14 FEET NORTH OF A FENCELINE
 LA2205'AND 13 FEET EAST OF A FENCELINE AND WHITE WITNESS POST.
 LA2205'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LA2205'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
 LA2205'HIGHWAY AND 1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS 4 INCHES
 LA2205'AND THE DISK IS STAMPED MIER NO 1
 LA2205'1948.
 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
 LA2205'HIGHWAY, 10 FEET EAST OF A FENCELINE AND 1 FOOT SOUTH OF A FENCELINE.
 LA2205'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
 LA2205'AS THE AZIMUTH MARK.  IT IS 38 FEET
 LA2205'WEST OF THE CENTER OF THE HIGHWAY, 32 FEET NORTH OF THE CENTER OF A
 LA2205'GRAVEL CROSSROAD, 3 FEET NORTH OF A
 LA2205'WHITE WITNESS POST AND 1 FOOT EAST OF A FENCELINE.  THE
 LA2205'MARK IS A 6 BY 6 INCH CONCRETE POST WHICH
 LA2205'PROJECTS 6 INCHES WITH A STANDARD USC AND GS BENCH
 LA2205'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
 LA2205'HIGHWAY 13 FOR 3.3 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 LA2205'NORTH FOR 0.3 MILE TO THE STATION
 LA2205'ON THE RIGHT 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
 LA2205'DIRECTION TO THE REFERENCE MARKS CHECKED.  THE DISTANCE TO THE
 LA2205'AZIMUTH SHOULD BE 0.2 MILE FROM
 LA2205'THE STATION.
 LA2205'
 LA2205'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13, 18 AND
 LA2205'21, AT THE EAST EDGE OF
 LA2205'MIER, GO NORTH ON HIGHWAY 13 FOR 3.3 MILES TO BENCH MARK K 173, USED
 LA2205'AS AZIMUTH MARK, ON THE LEFT.
 LA2205'CONTINUE AHEAD FOR 0.2 MILES TO THE STATION ON THE RIGHT AS
 LA2205'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 = OCTOBER  6, 2006
 JA1794 ***********************************************************************
 JA1794  DESIGNATION -  MIFFLIN
 JA1794  PID         -  JA1794
 JA1794  STATE/COUNTY-  IN/CRAWFORD
 JA1794  USGS QUAD   -  TASWELL (1993)
 JA1794
 JA1794                         *CURRENT SURVEY CONTROL
 JA1794  ___________________________________________________________________
 JA1794* NAD 83(1997)-  38 16 47.97587(N)    086 33 47.11105(W)     ADJUSTED  
 JA1794* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 JA1794  ___________________________________________________________________
 JA1794  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 JA1794  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JA1794
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1794
 JA1794.The geoid height was determined by GEOID03.
 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     -   0.99996377  x   0.99999217  =   0.99995594
 JA1794!UTM  16      -   0.99996377  x   0.99961798  =   0.99958176
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1794.See file dsdata.txt to determine how the superseded data were derived.
 JA1794
 JA1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3821436972(NAD 83)
 JA1794_MARKER: DS = TRIANGULATION STATION DISK
 JA1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1794'MIFFLIN STORE, 48 FEET EAST OF A FENCE CORNER, 19 FEET
 JA1794'SOUTHWEST OF THE SOUTHWEST
 JA1794'CORNER OF THE PLEASANT RIDGE UNITED
 JA1794'BRETHERN CHURCH AND 1 FOOT SOUTH OF A
 JA1794'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
 JA1794'OF THE CHURCH AND 1 FOOT SOUTH OF A GRAVEYARD
 JA1794'FENCELINE.  THE MARK PROJECTS 3
 JA1794'INCHES AND THE DISK IS STAMPED
 JA1794'MIFFLIN NO 1 1946.
 JA1794'
 JA1794'REFERENCE MARK NO 2 IS 74.30 FEET EAST OF THE STATION, 35 FEET
 JA1794'SOUTHEAST OF THE SOUTHEAST
 JA1794'CORNER OF THE CHURCH, 5.5 FEET WEST OF A STANDARD REFERENCE
 JA1794'POST AND 1.5 FEET SOUTH OF A
 JA1794'FENCELINE.  THE DISK 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
 JA1794'GRAVEL ROAD AND 3 FEET WEST OF A STANDARD REFERENCE
 JA1794'POST.  THE MARK PROJECTS 4 INCHES
 JA1794'AND THE DISK IS STAMPED 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
 JA1794'ROAD RIGHT, GO RIGHT FOR 0.5 MILE TO A GRAVEL ROAD
 JA1794'RIGHT, HERE GO SHARP RIGHT ON GRAVEL
 JA1794'ROAD FOR 2.0 MILES TO A T ROAD
 JA1794'INTERSECTION AT MIFFLIN STORE, THENCE RIGHT CROSSING
 JA1794'CONCRETE BRIDGE
 JA1794'AND GO WESTERLY FOR 1.1 MILES TO A SIDE ROAD LEFT, THENCE LEFT AND GO
 JA1794'SOUTHERLY FOR 1.8
 JA1794'MILES TO PLEASANT RIDGE UNITED BRETHERN CHURCH AND STATION.
 JA1794'
 JA1794'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE STRAIGHT AHEAD
 JA1794'IN SOUTHEASTERLY
 JA1794'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 = OCTOBER  6, 2006
 JZ3331 ***********************************************************************
 JZ3331  DESIGNATION -  MILAN MUNICIPAL TANK
 JZ3331  PID         -  JZ3331
 JZ3331  STATE/COUNTY-  IN/RIPLEY
 JZ3331  USGS QUAD   -  MILAN (1993)
 JZ3331
 JZ3331                         *CURRENT SURVEY CONTROL
 JZ3331  ___________________________________________________________________
 JZ3331* NAD 83(1997)-  39 07 25.35761(N)    085 08 07.80144(W)     ADJUSTED  
 JZ3331* NAVD 88     -                                                        
 JZ3331  ___________________________________________________________________
 JZ3331  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 JZ3331  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ3331
 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
 JZ3331.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3331
 JZ3331.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3331
 JZ3331  NAD 83(1995)-  39 07 25.35794(N)    085 08 07.79985(W) AD(       ) 4
 JZ3331  NAD 83(1993)-  39 07 25.36065(N)    085 08 07.80499(W) AD(       ) 4
 JZ3331  NAD 83(1986)-  39 07 25.35977(N)    085 08 07.80917(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3331.See file dsdata.txt to determine how the superseded data were derived.
 JZ3331
 JZ3331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ6117532160(NAD 83)
 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 = OCTOBER  6, 2006
 MD1498 ***********************************************************************
 MD1498  DESIGNATION -  MILFORD
 MD1498  PID         -  MD1498
 MD1498  STATE/COUNTY-  IN/LAGRANGE
 MD1498  USGS QUAD   -  WOLCOTTVILLE (1992)
 MD1498
 MD1498                         *CURRENT SURVEY CONTROL
 MD1498  ___________________________________________________________________
 MD1498* NAD 83(1997)-  41 33 26.36596(N)    085 16 24.99000(W)     ADJUSTED  
 MD1498* NAVD 88     -       315.     (meters)    1033.     (feet)  SCALED    
 MD1498  ___________________________________________________________________
 MD1498  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 MD1498  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 MD1498
 MD1498  HORZ ORDER  -  SECOND
 MD1498
 MD1498.The horizontal coordinates were established by classical geodetic methods
 MD1498.and adjusted by the National Geodetic Survey in May 1999..
 MD1498
 MD1498.The orthometric height was scaled from a topographic map.
 MD1498
 MD1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1498
 MD1498.The geoid height was determined by GEOID03.
 MD1498
 MD1498;                    North         East     Units Scale Factor Converg.
 MD1498;SPC IN E     -   700,526.741   132,788.846   MT  0.99997989   +0 15 38.7
 MD1498;SPC IN E     - 2,298,311.48    435,658.07   sFT  0.99997989   +0 15 38.7
 MD1498;UTM  16      - 4,602,067.329   643,964.952   MT  0.99985506   +1 08 43.6
 MD1498
 MD1498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1498!SPC IN E     -   0.99995581  x   0.99997989  =   0.99993570
 MD1498!UTM  16      -   0.99995581  x   0.99985506  =   0.99981088
 MD1498
 MD1498:                Primary Azimuth Mark                     Grid Az
 MD1498:SPC IN E     -  MILFORD AZ MK RESET                      029 00 37.5
 MD1498:UTM  16      -  MILFORD AZ MK RESET                      028 07 32.6
 MD1498
 MD1498|---------------------------------------------------------------------|
 MD1498| PID    Reference Object                     Distance      Geod. Az  |
 MD1498|                                                           dddmmss.s |
 MD1498| CC8953 MILFORD AZ MK RESET                                0291616.2 |
 MD1498| CC8952 MILFORD AZ MK                                      0291616.2 |
 MD1498| CC8954 MILFORD RM 1                         26.441 METERS 08910     |
 MD1498| CC8955 MILFORD RM 2                         29.608 METERS 26956     |
 MD1498|---------------------------------------------------------------------|
 MD1498
 MD1498                          SUPERSEDED SURVEY CONTROL
 MD1498
 MD1498  NAD 83(1995)-  41 33 26.36576(N)    085 16 24.99355(W) AD(       ) 2
 MD1498  NAD 83(1994)-  41 33 26.36602(N)    085 16 25.00076(W) AD(       ) 2
 MD1498  NAD 83(1986)-  41 33 26.36651(N)    085 16 25.00205(W) AD(       ) 2
 MD1498  NAD 27      -  41 33 26.18440(N)    085 16 25.08870(W) AD(       ) 2
 MD1498
 MD1498.Superseded values are not recommended for survey control.
 MD1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1498.See file dsdata.txt to determine how the superseded data were derived.
 MD1498
 MD1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4396502067(NAD 83)
 MD1498_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1498
 MD1498  HISTORY     - Date     Condition        Report By
 MD1498  HISTORY     - 1946     MONUMENTED       CGS
 MD1498  HISTORY     - 1953     SEE DESCRIPTION  CGS
 MD1498  HISTORY     - 1959     SEE DESCRIPTION  USGS
 MD1498  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MD1498
 MD1498                          STATION DESCRIPTION
 MD1498
 MD1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1498'THE STATION IS LOCATED ALONG STATE HIGHWAY 3, 1.5 MILES NORTH OF
 MD1498'SOUTH MILFORD AND
 MD1498'18 FEET SOUTH OF A TRACK ROAD.  THE MARK IS FLUSH AND THE DISK IS
 MD1498'STAMPED MILFORD 1946.
 MD1498'
 MD1498'REFERENCE MARK NO. 1 IS 86.75 FEET EAST OF THE STATION, 30 FEET WEST
 MD1498'OF THE NORTH WEST CORNER OF A
 MD1498'GARAGE OR SHED AND 20 FEET SOUTH OF A TRACK ROAD.  THE MARK PROJECTS
 MD1498'ABOUT 2 INCHES AND THE DISK IS
 MD1498'STAMPED MILFORD NO 1 1946.
 MD1498'
 MD1498'REFERENCE MARK NO. 2 IS 97.14 FEET WEST OF THE STATION AND 15 FEET
 MD1498'SOUTH OF A TRACK ROAD.  THE MARK
 MD1498'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MILFORD NO 2 1946.
 MD1498'
 MD1498'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NORTHEAST OF THE STATION,
 MD1498'25 FEET EAST OF STATE HIGHWAY 3
 MD1498'AND 1 FOOT SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4
 MD1498'INCHES AND THE DISK IS STAMPED
 MD1498'MILFORD 1946.
 MD1498'
 MD1498'TO REACH THE STATION FROM THE OVERPASS IN SOUTH MILFORD
 MD1498'GO NORTH ON STATE
 MD1498'HIGHWAY 3 FOR 1.5 MILES TO A CROSSROADS, CONTINUE NORTH 0.1 MILE TO
 MD1498'A FARM AT THE LEFT.  TURN LEFT UP
 MD1498'THE DRIVEWAY AND GO PAST ALL THE BUILDINGS TO THE
 MD1498'HIGHEST POINT AT THE NORTH EDGE OF A FIELD AND THE
 MD1498'STATION.  TO REACH THE AZIMUTH MARK
 MD1498'FROM THE STATION, GO EAST ON DRIVEWAY TO STATE HIGHWAY 3, TURN LEFT
 MD1498'AND GO NORTH FOR 0.2 MILE TO A HOUSE AT THE RIGHT AND THE AZIMUTH
 MD1498'MARK AS DESCRIBED.
 MD1498'
 MD1498'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MD1498
 MD1498                          STATION RECOVERY (1953)
 MD1498
 MD1498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 MD1498'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE IN GOOD
 MD1498'CONDITION.  AT THE REQUEST
 MD1498'OF THE PROPERTY OWNER THE AZIMUTH MARK WAS MOVED.  THE AZIMUTH MARK
 MD1498'WAS MOVED ON LINE BETWEEN STATION
 MD1498'MILFORD 1946 AND THE 1946 AZIMUTH MARK.  THE OLD
 MD1498'TO REACH IS ADEQUATE.  A DESCRIPTION OF THE NEW
 MD1498'AZIMUTH MARK FOLLOWS-
 MD1498'
 MD1498'THE AZIMUTH MARK IS 24 FEET WEST OF STATE HIGHWAY 3, 22 FEET NORTH OF
 MD1498'A TELEPHONE POLE, AND 1 FOOT
 MD1498'EAST OF A FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 MD1498'STAMPED MILFORD AZI 1946 RESET
 MD1498'1953. (NOTE 18B)
 MD1498
 MD1498                          STATION RECOVERY (1959)
 MD1498
 MD1498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 MD1498'THE STATION AND BOTH REFERENCE MARKS WERE FOUND LYING BEHIND A SHED
 MD1498'NEAR DESCRIBED LOCATION.  THE
 MD1498'TABLETS WERE REMOVED AND TURNED IN TO THE PROJECT ENGINEER.
 MD1498
 MD1498                          STATION RECOVERY (1960)
 MD1498
 MD1498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1498'RECOVERED ONLY THE RESET (1953) AZIMUTH MARK IN GOOD CONDITION
 MD1498'ESSENTIALLY AS DESCRIBED IN THE 1953
 MD1498'RECOVERY NOTE BY E.L. JONES, AND A STEEL WITNESS POST WAS SET 1.5
 MD1498'FEET N OF THE MARK.  THE
 MD1498'UPROOTED MONUMENTS MINUS DISKS OF BOTH REFERENCE MARKS AND SURFACE
 MD1498'STATION MARK WERE FOUND NEAR THE DESCRIBED
 MD1498'LOCATION AS REPORTED BY THE U.S. GEOLOGICAL
 MD1498'SURVEY IN 1959.  CONSIDERABLE DIGGING FAILED TO FIND THE
 MD1498'SUBSURFACE STATION MARK.
 MD1498'
 MD1498'NOTE TO OFFICE- THE DIGGING DONE WAS WITH A CROWBAR AND PAINFULLY
 MD1498'SLOW DUE TO DRY HARD CONDITION OF
 MD1498'THE GROUND.  SHOULD THIS CONDITION BE MATERIALLY IMPROVED
 MD1498'BEFORE DEPARTURE FROM THE
 MD1498'VICINITY, MORE DIGGING WILL BE DONE ON THE
 MD1498'AZIMUTH LINE ESTABLISHED FROM THE AZIMUTH
 MD1498'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1667 ***********************************************************************
 MD1667  DESIGNATION -  MILFORD MUNICIPAL STANDPIPE
 MD1667  PID         -  MD1667
 MD1667  STATE/COUNTY-  IN/KOSCIUSKO
 MD1667  USGS QUAD   -  MILFORD (1994)
 MD1667
 MD1667                         *CURRENT SURVEY CONTROL
 MD1667  ___________________________________________________________________
 MD1667* NAD 83(1997)-  41 24 41.78625(N)    085 50 44.09122(W)     ADJUSTED  
 MD1667* NAVD 88     -                                                        
 MD1667  ___________________________________________________________________
 MD1667  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 MD1667  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 MD1667
 MD1667  HORZ ORDER  -  THIRD
 MD1667
 MD1667.The horizontal coordinates were established by classical geodetic methods
 MD1667.and adjusted by the National Geodetic Survey in May 1999..
 MD1667
 MD1667
 MD1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1667
 MD1667.The geoid height was determined by GEOID03.
 MD1667
 MD1667;                    North         East     Units Scale Factor Converg.
 MD1667;SPC IN E     -   684,284.358    85,041.548   MT  0.99996942   -0 07 06.0
 MD1667;SPC IN E     - 2,245,022.93    279,007.15   sFT  0.99996942   -0 07 06.0
 MD1667;UTM  16      - 4,585,093.995   596,482.745   MT  0.99971456   +0 45 49.2
 MD1667
 MD1667                          SUPERSEDED SURVEY CONTROL
 MD1667
 MD1667  NAD 83(1986)-  41 24 41.78941(N)    085 50 44.10000(W) AD(       ) 4
 MD1667  NAD 27      -  41 24 41.61600(N)    085 50 44.12400(W) AD(       ) 3
 MD1667
 MD1667.Superseded values are not recommended for survey control.
 MD1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1667.See file dsdata.txt to determine how the superseded data were derived.
 MD1667
 MD1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9648385094(NAD 83)
 MD1667
 MD1667  HISTORY     - Date     Condition        Report By
 MD1667  HISTORY     - 1947     MONUMENTED       CGS
 MD1667  HISTORY     - 19960729 MARK NOT FOUND   USPSQD
 MD1667  HISTORY     - 19970612 MARK NOT FOUND   USPSQD
 MD1667
 MD1667                          STATION DESCRIPTION
 MD1667
 MD1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1667'THIS IS AN INTERSECTION STATION.
 MD1667'
 MD1667'THE STATION IS LOCATED IN THE TOWN OF MILFORD, 0.25 MILE EAST OF
 MD1667'STATE HIGHWAY 15
 MD1667'AND 114 FEET EAST OF THE CENTER OF NORTH MAIN STREET.  IT IS A STEEL
 MD1667'STANDPIPE PAINTED SILVER AND IT IS
 MD1667'ABOUT 140 FEET HIGH.  THE POINT OBSERVED UPON WAS THE CENTER OF
 MD1667'THE TOP.
 MD1667
 MD1667                          STATION RECOVERY (1996)
 MD1667
 MD1667'RECOVERY NOTE BY US POWER SQUADRON 1996
 MD1667'MARK NOT FOUND.
 MD1667
 MD1667                          STATION RECOVERY (1997)
 MD1667
 MD1667'RECOVERY NOTE BY US POWER SQUADRON 1997
 MD1667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2362 ***********************************************************************
 ME2362  DESIGNATION -  MILL
 ME2362  PID         -  ME2362
 ME2362  STATE/COUNTY-  IN/LA PORTE
 ME2362  USGS QUAD   -  KINGSFORD HEIGHTS (1977)
 ME2362
 ME2362                         *CURRENT SURVEY CONTROL
 ME2362  ___________________________________________________________________
 ME2362* NAD 83(1997)-  41 26 24.31689(N)    086 43 11.75068(W)     ADJUSTED  
 ME2362* NAVD 88     -       217.     (meters)     712.     (feet)  SCALED    
 ME2362  ___________________________________________________________________
 ME2362  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 ME2362  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME2362
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2362
 ME2362.The geoid height was determined by GEOID03.
 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     -   0.99997129  x   0.99997801  =   0.99994930
 ME2362!UTM  16      -   0.99997129  x   0.99960674  =   0.99957804
 ME2362
 ME2362:                Primary Azimuth Mark                     Grid Az
 ME2362:SPC IN W     -  MILL AZ MK                               017 27 04.5
 ME2362:UTM  16      -  MILL AZ MK                               017 30 23.1
 ME2362
 ME2362|---------------------------------------------------------------------|
 ME2362| PID    Reference Object                     Distance      Geod. Az  |
 ME2362|                                                           dddmmss.s |
 ME2362| CM3166 MILL AZ MK                                         0174130.4 |
 ME2362| ME2417 KINGSBURY ORDNANCE PLANT TK 1       APPROX. 8.1 KM 0295957.0 |
 ME2362| ME2430 KINGSBURY ORDNANCE PLANT TK 2       APPROX.10.5 KM 0354457.5 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2362.See file dsdata.txt to determine how the superseded data were derived.
 ME2362
 ME2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2339787651(NAD 83)
 ME2362_MARKER: DS = TRIANGULATION STATION DISK
 ME2362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2362'PROPERTY OWNED BY MRS. MARTHA A HOOKNEY.  IT IS 45 FEET SOUTH OF THE
 ME2362'CENTER OF GRAVEL ROAD AND 44 FEET
 ME2362'SOUTHEAST OF A 10 INCH WALNUT TREE.  THE MARK IS UNDERGROUND 12
 ME2362'INCHES AND THE DISK IS STAMPED MILL 1948.
 ME2362'
 ME2362'REFERENCE MARK NO. 1 IS 98.00 FEET NORTHEAST OF THE STATION.  IT IS
 ME2362'20 FEET NORTH OF THE CENTER OF A
 ME2362'GRAVEL ROAD AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS 2
 ME2362'INCHES AND THE DISK IS STAMPED MILL
 ME2362'NO 1 1948.
 ME2362'
 ME2362'REFERENCE MARK NO. 2 IS 99.43 FEET NORTHWEST OF THE STATION.  IT IS
 ME2362'20 FEET NORTH OF THE CENTER OF
 ME2362'GRAVEL ROAD, 2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF
 ME2362'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
 ME2362'CORNER OF BRIDGE, 4 FEET WEST OF A WHITE WITNESS POST AND 23 FEET
 ME2362'WEST OF THE CENTER OF GRAVEL ROAD.
 ME2362'THE MARK 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
 ME2362'EAST ON U.S. HIGHWAY NO. 30 FOR 2.3 MILES TO A CROSSROAD, TURN
 ME2362'LEFT AND GO NORTH FOR 2.3 TO A
 ME2362'CROSSROAD, TURN RIGHT AND GO EAST FOR 0.95 MILE TO
 ME2362'THE STATION ON THE RIGHT AS DESCRIBED, CONTINUE
 ME2362'FOR 0.1 MILE TO A T-ROAD LEFT, TURN
 ME2362'LEFT AND GO NORTH FOR 0.3 MILE TO A BRIDGE AND THE AZIMUTH MARK AS
 ME2362'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
 ME2362'ALL MARKS CEHCKED.  DISTANCES TO THE REFERENCE MARKS FAILED TO CHECK.
 ME2362'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 = OCTOBER  6, 2006
 JA1882 ***********************************************************************
 JA1882  DESIGNATION -  MILL
 JA1882  PID         -  JA1882
 JA1882  STATE/COUNTY-  IN/DUBOIS
 JA1882  USGS QUAD   -  JASPER (1990)
 JA1882
 JA1882                         *CURRENT SURVEY CONTROL
 JA1882  ___________________________________________________________________
 JA1882* NAD 83(1997)-  38 27 31.74787(N)    086 55 40.89714(W)     ADJUSTED  
 JA1882* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 JA1882  ___________________________________________________________________
 JA1882  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 JA1882  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 JA1882
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1882
 JA1882.The geoid height was determined by GEOID03.
 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     -   0.99997907  x   0.99996893  =   0.99994800
 JA1882!UTM  16      -   0.99997907  x   0.99960049  =   0.99957957
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1882.See file dsdata.txt to determine how the superseded data were derived.
 JA1882
 JA1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0627956726(NAD 83)
 JA1882_MARKER: DS = TRIANGULATION STATION DISK
 JA1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1737 ***********************************************************************
 JA1737  DESIGNATION -  MILLER
 JA1737  PID         -  JA1737
 JA1737  STATE/COUNTY-  IN/HARRISON
 JA1737  USGS QUAD   -  CORYDON EAST (1994)
 JA1737
 JA1737                         *CURRENT SURVEY CONTROL
 JA1737  ___________________________________________________________________
 JA1737* NAD 83(1997)-  38 12 14.19970(N)    086 03 52.60167(W)     ADJUSTED  
 JA1737* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 JA1737  ___________________________________________________________________
 JA1737  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 JA1737  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JA1737
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1737
 JA1737.The geoid height was determined by GEOID03.
 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     -   0.99997054  x   0.99998162  =   0.99995216
 JA1737!UTM  16      -   0.99997054  x   0.99968260  =   0.99965315
 JA1737
 JA1737:                Primary Azimuth Mark                     Grid Az
 JA1737:SPC IN E     -  MILLER AZ MK                             084 58 43.5
 JA1737:UTM  16      -  MILLER AZ MK                             084 09 14.8
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1737.See file dsdata.txt to determine how the superseded data were derived.
 JA1737
 JA1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8189828857(NAD 83)
 JA1737_MARKER: DS = TRIANGULATION STATION DISK
 JA1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1669 ***********************************************************************
 JA1669  DESIGNATION -  MILLER RESET
 JA1669  PID         -  JA1669
 JA1669  STATE/COUNTY-  IN/JACKSON
 JA1669  USGS QUAD   -  VALLONIA (1994)
 JA1669
 JA1669                         *CURRENT SURVEY CONTROL
 JA1669  ___________________________________________________________________
 JA1669* NAD 83(1997)-  38 50 36.52057(N)    086 02 08.93681(W)     ADJUSTED  
 JA1669* NAVD 88     -       281.8    (meters)     925.     (feet)  VERTCON   
 JA1669  ___________________________________________________________________
 JA1669  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 JA1669  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JA1669
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1669
 JA1669.The geoid height was determined by GEOID03.
 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     -   0.99996106  x   0.99997931  =   0.99994037
 JA1669!UTM  16      -   0.99996106  x   0.99968621  =   0.99964728
 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  NGVD 29 (07/19/86)  281.9    (m)          925.     (f) VERT ANG       
 JA1669
 JA1669.Superseded values are not recommended for survey control.
 JA1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1669.See file dsdata.txt to determine how the superseded data were derived.
 JA1669
 JA1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8367599849(NAD 83)
 JA1669_MARKER: X = CHISELED CROSS
 JA1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1669
 JA1669  HISTORY     - Date     Condition        Report By
 JA1669  HISTORY     - 1946     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 = OCTOBER  6, 2006
 ME2480 ***********************************************************************
 ME2480  DESIGNATION -  MILLERS USLS 1874
 ME2480  PID         -  ME2480
 ME2480  STATE/COUNTY-  IN/LAKE
 ME2480  USGS QUAD   -  PORTAGE (1992)
 ME2480
 ME2480                         *CURRENT SURVEY CONTROL
 ME2480  ___________________________________________________________________
 ME2480* NAD 83(1997)-  41 36 55.41536(N)    087 14 18.15616(W)     ADJUSTED  
 ME2480* NAVD 88     -       216.0    (meters)     709.     (feet)  VERTCON   
 ME2480  ___________________________________________________________________
 ME2480  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 ME2480  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME2480
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2480
 ME2480.The geoid height was determined by GEOID03.
 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     -   0.99997139  x   0.99996872  =   0.99994011
 ME2480!UTM  16      -   0.99997139  x   0.99960485  =   0.99957625
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  216.1    (m)          709.     (f) VERT ANG       
 ME2480
 ME2480.Superseded values are not recommended for survey control.
 ME2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2480.See file dsdata.txt to determine how the superseded data were derived.
 ME2480
 ME2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM8014007103(NAD 83)
 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 = OCTOBER  6, 2006
 LA2094 ***********************************************************************
 LA2094  DESIGNATION -  MILLGROVE
 LA2094  PID         -  LA2094
 LA2094  STATE/COUNTY-  IN/BLACKFORD
 LA2094  USGS QUAD   -  HARTFORD CITY EAST (1994)
 LA2094
 LA2094                         *CURRENT SURVEY CONTROL
 LA2094  ___________________________________________________________________
 LA2094* NAD 83(1997)-  40 24 14.52304(N)    085 16 34.93067(W)     ADJUSTED  
 LA2094* NAVD 88     -       287.     (meters)     942.     (feet)  SCALED    
 LA2094  ___________________________________________________________________
 LA2094  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 LA2094  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 LA2094
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2094
 LA2094.The geoid height was determined by GEOID03.
 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     -   0.99996032  x   0.99998017  =   0.99994049
 LA2094!UTM  16      -   0.99996032  x   0.99986333  =   0.99982365
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2094.See file dsdata.txt to determine how the superseded data were derived.
 LA2094
 LA2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4626174029(NAD 83)
 LA2094_MARKER: DS = TRIANGULATION STATION DISK
 LA2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2094_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 LA2094'MILES SOUTHEAST OF HARTFORD CITY, 4 MILES NORTHWEST OF DUNKIRK, 48
 LA2094'FEET EAST OF THE CENTER OF A
 LA2094'BLACKTOP ROAD 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
 LA2094'TO THE JUNCTION OF STATE HIGHWAY 303, TURN RIGHT AND FOLLOW PAVED
 LA2094'ROAD SOUTH FOR 3 MILES TO THE
 LA2094'STATION ON THE LEFT IN THE SMALL TOWN OF MILLGROVE.
 LA2094'
 LA2094'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE PAVED
 LA2094'ROAD FOR 0.25 MILE TO THE
 LA2094'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
 LA2094'FENCE.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2094'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.
 LA2094'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED MILLGROVE
 LA2094'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
 LA2094'POLE, 4 FEET NORTH OF A 4 BY 4 INCH WHITE WITNESS POST AND 1 FOOT
 LA2094'EAST OF A FENCE.  THE MARK PROJECTS
 LA2094'4 INCHES, AND THE DISK IS STAMPED MILLGROVE 1955.
 LA2094'
 LA2094'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3340 ***********************************************************************
 JZ3340  DESIGNATION -  MILLHOUSEN ST MARYS CH CROSS
 JZ3340  PID         -  JZ3340
 JZ3340  STATE/COUNTY-  IN/DECATUR
 JZ3340  USGS QUAD   -  MILLHOUSEN (1993)
 JZ3340
 JZ3340                         *CURRENT SURVEY CONTROL
 JZ3340  ___________________________________________________________________
 JZ3340* NAD 83(1997)-  39 12 39.24688(N)    085 26 16.98030(W)     ADJUSTED  
 JZ3340* NAVD 88     -                                                        
 JZ3340  ___________________________________________________________________
 JZ3340  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 JZ3340  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JZ3340
 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
 JZ3340.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3340
 JZ3340.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3340
 JZ3340  NAD 83(1995)-  39 12 39.24804(N)    085 26 16.97569(W) AD(       ) 4
 JZ3340  NAD 83(1993)-  39 12 39.24921(N)    085 26 16.97827(W) AD(       ) 4
 JZ3340  NAD 83(1986)-  39 12 39.24875(N)    085 26 16.97976(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3340.See file dsdata.txt to determine how the superseded data were derived.
 JZ3340
 JZ3340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3485341343(NAD 83)
 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 = OCTOBER  6, 2006
 LB2160 ***********************************************************************
 LB2160  DESIGNATION -  MILLS
 LB2160  PID         -  LB2160
 LB2160  STATE/COUNTY-  IN/WHITE
 LB2160  USGS QUAD   -  ROUND GROVE (1962)
 LB2160
 LB2160                         *CURRENT SURVEY CONTROL
 LB2160  ___________________________________________________________________
 LB2160* NAD 83(1997)-  40 34 38.45547(N)    087 02 58.62465(W)     ADJUSTED  
 LB2160* NAVD 88     -       231.     (meters)     758.     (feet)  SCALED    
 LB2160  ___________________________________________________________________
 LB2160  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 LB2160  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 LB2160
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2160
 LB2160.The geoid height was determined by GEOID03.
 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     -   0.99996904  x   0.99996677  =   0.99993582
 LB2160!UTM  16      -   0.99996904  x   0.99960022  =   0.99956928
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2160.See file dsdata.txt to determine how the superseded data were derived.
 LB2160
 LB2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK9580191842(NAD 83)
 LB2160_MARKER: DS = TRIANGULATION STATION DISK
 LB2160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2408 ***********************************************************************
 LB2408  DESIGNATION -  MILLS
 LB2408  PID         -  LB2408
 LB2408  STATE/COUNTY-  IN/CARROLL
 LB2408  USGS QUAD   -  DEER CREEK (1962)
 LB2408
 LB2408                         *CURRENT SURVEY CONTROL
 LB2408  ___________________________________________________________________
 LB2408* NAD 83(1997)-  40 32 15.49159(N)    086 28 05.40358(W)     ADJUSTED  
 LB2408* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 LB2408  ___________________________________________________________________
 LB2408  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 LB2408  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 LB2408
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2408
 LB2408.The geoid height was determined by GEOID03.
 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;SPC IN E     -   587,523.396    32,098.452   MT  1.00002340   -0 31 15.4
 LB2408;SPC IN E     - 1,927,566.34    105,309.67   sFT  1.00002340   -0 31 15.4
 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     -   0.99997040  x   1.00000009  =   0.99997049
 LB2408!SPC IN E     -   0.99997040  x   1.00002340  =   0.99999380
 LB2408!UTM  16      -   0.99997040  x   0.99962497  =   0.99959538
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2408.See file dsdata.txt to determine how the superseded data were derived.
 LB2408
 LB2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK4503987568(NAD 83)
 LB2408_MARKER: DS = TRIANGULATION STATION DISK
 LB2408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA0139 ***********************************************************************
 KA0139  DESIGNATION -  MILLS AZ
 KA0139  PID         -  KA0139
 KA0139  STATE/COUNTY-  IN/MARION
 KA0139  USGS QUAD   -  BRIDGEPORT (1986)
 KA0139
 KA0139                         *CURRENT SURVEY CONTROL
 KA0139  ___________________________________________________________________
 KA0139* NAD 83(1986)-  39 42 30.     (N)    086 15 02.     (W)     SCALED    
 KA0139* NAVD 88     -       224.889  (meters)     737.82   (feet)  ADJUSTED  
 KA0139  ___________________________________________________________________
 KA0139  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KA0139  DYNAMIC HT  -         224.768 (meters)     737.43  (feet)  COMP
 KA0139  MODELED GRAV-     980,082.1   (mgal)                       NAVD 88
 KA0139
 KA0139  VERT ORDER  -  SECOND    CLASS 0
 KA0139
 KA0139.The horizontal coordinates were scaled from a topographic map and have
 KA0139.an estimated accuracy of +/- 6 seconds.
 KA0139
 KA0139.The orthometric height was determined by differential leveling
 KA0139.and adjusted by the National Geodetic Survey in June 1991..
 KA0139
 KA0139.The geoid height was determined by GEOID03.
 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     -   495,300.       49,930.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0139.See file dsdata.txt to determine how the superseded data were derived.
 KA0139
 KA0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ642956(NAD 83)
 KA0139_MARKER: DZ = AZIMUTH MARK DISK
 KA0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0139_STAMPING: MILLS 1939
 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             NGS
 KA0139  HISTORY     - 1954     GOOD             NGS
 KA0139
 KA0139                          STATION DESCRIPTION
 KA0139
 KA0139'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1954
 KA0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0142 ***********************************************************************
 KA0142  DESIGNATION -  MILLS RM 3
 KA0142  PID         -  KA0142
 KA0142  STATE/COUNTY-  IN/MARION
 KA0142  USGS QUAD   -  BRIDGEPORT (1986)
 KA0142
 KA0142                         *CURRENT SURVEY CONTROL
 KA0142  ___________________________________________________________________
 KA0142* NAD 83(1986)-  39 42 16.     (N)    086 15 29.     (W)     SCALED    
 KA0142* NAVD 88     -       231.03   (+/-2cm)     758.0    (feet)  VERTCON   
 KA0142  ___________________________________________________________________
 KA0142  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KA0142  MODELED GRAV-     980,082.8   (mgal)                       NAVD 88
 KA0142
 KA0142  VERT ORDER  -  ? (See Below)
 KA0142
 KA0142.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 KA0142
 KA0142.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0142.See file dsdata.txt to determine how the superseded data were derived.
 KA0142
 KA0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ636952(NAD 83)
 KA0142_MARKER: DR = REFERENCE MARK DISK
 KA0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0142_STAMPING: MILLS NO 3 1939
 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             NGS
 KA0142  HISTORY     - 1983     SEE DESCRIPTION  NGS
 KA0142
 KA0142                          STATION DESCRIPTION
 KA0142
 KA0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 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 NATIONAL 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 = OCTOBER  6, 2006
 KA0141 ***********************************************************************
 KA0141  DESIGNATION -  MILLS RM 4
 KA0141  PID         -  KA0141
 KA0141  STATE/COUNTY-  IN/MARION
 KA0141  USGS QUAD   -  BRIDGEPORT (1986)
 KA0141
 KA0141                         *CURRENT SURVEY CONTROL
 KA0141  ___________________________________________________________________
 KA0141* NAD 83(1986)-  39 42 16.     (N)    086 15 29.     (W)     SCALED    
 KA0141* NAVD 88     -       230.72   (+/-2cm)     757.0    (feet)  VERTCON   
 KA0141  ___________________________________________________________________
 KA0141  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KA0141  MODELED GRAV-     980,082.8   (mgal)                       NAVD 88
 KA0141
 KA0141  VERT ORDER  -  ? (See Below)
 KA0141
 KA0141.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 KA0141
 KA0141.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0141.See file dsdata.txt to determine how the superseded data were derived.
 KA0141
 KA0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ636952(NAD 83)
 KA0141_MARKER: DR = REFERENCE MARK DISK
 KA0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0141_STAMPING: MILLS NO 4 1939
 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             NGS
 KA0141
 KA0141                          STATION DESCRIPTION
 KA0141
 KA0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 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 NATIONAL GEODETIC SURVEY 1965
 KA0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1783 ***********************************************************************
 JA1783  DESIGNATION -  MILLTOWN
 JA1783  PID         -  JA1783
 JA1783  STATE/COUNTY-  IN/HARRISON
 JA1783  USGS QUAD   -  MILLTOWN (1980)
 JA1783
 JA1783                         *CURRENT SURVEY CONTROL
 JA1783  ___________________________________________________________________
 JA1783* NAD 83(1997)-  38 21 07.30591(N)    086 16 29.41065(W)     ADJUSTED  
 JA1783* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 JA1783  ___________________________________________________________________
 JA1783  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 JA1783  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JA1783
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1783
 JA1783.The geoid height was determined by GEOID03.
 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  =   0.99961768
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1783.See file dsdata.txt to determine how the superseded data were derived.
 JA1783
 JA1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6336245123(NAD 83)
 JA1783_MARKER: DS = TRIANGULATION STATION DISK
 JA1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1780 ***********************************************************************
 JA1780  DESIGNATION -  MILLTOWN AZ MK
 JA1780  PID         -  JA1780
 JA1780  STATE/COUNTY-  IN/CRAWFORD
 JA1780  USGS QUAD   -  MILLTOWN (1980)
 JA1780
 JA1780                         *CURRENT SURVEY CONTROL
 JA1780  ___________________________________________________________________
 JA1780* NAD 83(1997)-  38 21 23.38319(N)    086 16 56.93205(W)     ADJUSTED  
 JA1780* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 JA1780  ___________________________________________________________________
 JA1780  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 JA1780  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JA1780
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1780
 JA1780.The geoid height was determined by GEOID03.
 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     -   0.99997529  x   1.00002698  =   1.00000227
 JA1780!UTM  16      -   0.99997529  x   0.99964840  =   0.99962370
 JA1780
 JA1780:                Primary Azimuth Mark                     Grid Az
 JA1780:SPC IN W     -  MILLTOWN 1946 AZ MK TEMP                 013 06 38.0
 JA1780:UTM  16      -  MILLTOWN 1946 AZ MK TEMP                 013 09 44.2
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1780.See file dsdata.txt to determine how the superseded data were derived.
 JA1780
 JA1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6269045614(NAD 83)
 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 = OCTOBER  6, 2006
 JA1782 ***********************************************************************
 JA1782  DESIGNATION -  MILLTOWN MUNICIPAL TANK
 JA1782  PID         -  JA1782
 JA1782  STATE/COUNTY-  IN/HARRISON
 JA1782  USGS QUAD   -  MILLTOWN (1980)
 JA1782
 JA1782                         *CURRENT SURVEY CONTROL
 JA1782  ___________________________________________________________________
 JA1782* NAD 83(1997)-  38 20 35.00335(N)    086 16 36.65837(W)     ADJUSTED  
 JA1782* NAVD 88     -                                                        
 JA1782  ___________________________________________________________________
 JA1782  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 JA1782  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JA1782
 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
 JA1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1782
 JA1782.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1782
 JA1782  NAD 83(1993)-  38 20 35.00581(N)    086 16 36.66083(W) AD(       ) 4
 JA1782  NAD 83(1986)-  38 20 35.00884(N)    086 16 36.66370(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1782.See file dsdata.txt to determine how the superseded data were derived.
 JA1782
 JA1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH6319444126(NAD 83)
 JA1782_MARKER: 51 = 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 = OCTOBER  6, 2006
 JZ3342 ***********************************************************************
 JZ3342  DESIGNATION -  MILROY AIRPORT AWY BCN S 5
 JZ3342  PID         -  JZ3342
 JZ3342  STATE/COUNTY-  IN/RUSH
 JZ3342  USGS QUAD   -  CLARKSBURG (1993)
 JZ3342
 JZ3342                         *CURRENT SURVEY CONTROL
 JZ3342  ___________________________________________________________________
 JZ3342* NAD 83(1997)-  39 28 04.79171(N)    085 22 01.28117(W)     ADJUSTED  
 JZ3342* NAVD 88     -                                                        
 JZ3342  ___________________________________________________________________
 JZ3342  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 JZ3342  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ3342
 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
 JZ3342.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3342
 JZ3342.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3342
 JZ3342  NAD 83(1995)-  39 28 04.79373(N)    085 22 01.28393(W) AD(       ) 4
 JZ3342  NAD 83(1993)-  39 28 04.79573(N)    085 22 01.28838(W) AD(       ) 4
 JZ3342  NAD 83(1986)-  39 28 04.79380(N)    085 22 01.28891(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3342.See file dsdata.txt to determine how the superseded data were derived.
 JZ3342
 JZ3342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4047069985(NAD 83)
 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 = OCTOBER  6, 2006
 JA1837 ***********************************************************************
 JA1837  DESIGNATION -  MINE
 JA1837  PID         -  JA1837
 JA1837  STATE/COUNTY-  IN/SPENCER
 JA1837  USGS QUAD   -  SANTA CLAUS (1980)
 JA1837
 JA1837                         *CURRENT SURVEY CONTROL
 JA1837  ___________________________________________________________________
 JA1837* NAD 83(1997)-  38 01 32.12496(N)    086 57 32.40186(W)     ADJUSTED  
 JA1837* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 JA1837  ___________________________________________________________________
 JA1837  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 JA1837  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JA1837
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1837
 JA1837.The geoid height was determined by GEOID03.
 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     -   0.99997986  x   0.99996813  =   0.99994799
 JA1837!SPC KY1Z     -   0.99997986  x   0.99990832  =   0.99988818
 JA1837!SPC KY S     -   0.99997986  x   1.00001814  =   0.99999800
 JA1837!UTM  16      -   0.99997986  x   0.99960016  =   0.99958003
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1837.See file dsdata.txt to determine how the superseded data were derived.
 JA1837
 JA1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0359808655(NAD 83)
 JA1837_MARKER: DS = TRIANGULATION STATION DISK
 JA1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1837'MILES EAST OF CHRISNEY ON LAND OWNED BY WILLIAM
 JA1837'BOLEN.  IT IS 5 FEET SOUTH OF A
 JA1837'STANDARD WHITE WITNESS POST AND 50
 JA1837'FEET WEST OF A 30-INCH OAK TREE.  THE MARK
 JA1837'PROJECTS ABOUT 4 INCHES
 JA1837'AND THE DISK IS STAMPED MINE 1946.
 JA1837'
 JA1837'REFERENCE MARK NO 1 IS 116.96 FEET SOUTHEAST OF THE STATION.  IT IS
 JA1837'50 FEET SOUTHWEST OF A
 JA1837'14-INCH WALNUT TREE.  THE MARK IS FLUSH WITH THE
 JA1837'GROUND AND THE DISK IS STAMPED
 JA1837'MINE NO 1 1946.
 JA1837'
 JA1837'REFERENCE MARK NO 2 IS 124.27 FEET WEST OF THE STATION.  IT IS 30
 JA1837'FEET SOUTH OF A 15-INCH WILD
 JA1837'CHERRY TREE.  THE MARK IS FLUSH WITH THE GROUND AND
 JA1837'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
 JA1837'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 JA1837'23 FEET EAST OF THE APPROXIMATE
 JA1837'CENTER OF THE ROAD, 3 FEET EAST OF A
 JA1837'STANDARD WITNESS POST, 2 FEET NORTH OF AN
 JA1837'EAST-WEST FENCE.  THE MARK
 JA1837'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
 JA1837'MILE TO THE JUNCTION OF STATE HIGHWAY 70, TURN LEFT AND
 JA1837'GO EAST ON HIGHWAY 70 FOR 4.6
 JA1837'MILES TO A CROSS ROAD, TURN LEFT AND GO
 JA1837'NORTH ONE MILE TO A T-ROAD, TURN LEFT AND GO 0.2
 JA1837'MILE TO A T-ROAD
 JA1837'RIGHT, TURN RIGHT AND GO 0.2 MILE TO A WHITE HOUSE ON THE RIGHT AND
 JA1837'THE AZIMUTH
 JA1837'MARK, CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A FORK,
 JA1837'TAKE LEFT FORK (STRAIGHT
 JA1837'AHEAD) FOR 0.1 MILE TO MR BOLENS GARAGE AND
 JA1837'A ROAD RIGHT LEADING TO A COAL MINE, TURN
 JA1837'RIGHT AND GO 0.1 MILE TO
 JA1837'THE SCALES, CROSS SCALES, TURN SHARP LEFT AND KEEP TO THE
 JA1837'SOUTH OF A COAL
 JA1837'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 = OCTOBER  6, 2006
 ME0115 ***********************************************************************
 ME0115  DESIGNATION -  MISHAWAKA
 ME0115  PID         -  ME0115
 ME0115  STATE/COUNTY-  IN/ST JOSEPH
 ME0115  USGS QUAD   -  SOUTH BEND EAST (1992)
 ME0115
 ME0115                         *CURRENT SURVEY CONTROL
 ME0115  ___________________________________________________________________
 ME0115* NAD 83(1986)-  41 39 36.     (N)    086 11 39.     (W)     SCALED    
 ME0115* NAVD 88     -       218.066  (meters)     715.44   (feet)  ADJUSTED  
 ME0115  ___________________________________________________________________
 ME0115  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0115  DYNAMIC HT  -         217.980 (meters)     715.16  (feet)  COMP
 ME0115  MODELED GRAV-     980,226.0   (mgal)                       NAVD 88
 ME0115
 ME0115  VERT ORDER  -  SECOND    CLASS 0
 ME0115
 ME0115.The horizontal coordinates were scaled from a topographic map and have
 ME0115.an estimated accuracy of +/- 6 seconds.
 ME0115
 ME0115.The orthometric height was determined by differential leveling
 ME0115.and adjusted by the National Geodetic Survey in June 1991..
 ME0115
 ME0115.The geoid height was determined by GEOID03.
 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     -   711,990.       56,070.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0115.See file dsdata.txt to determine how the superseded data were derived.
 ME0115
 ME0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM670123(NAD 83)
 ME0115_MARKER: DB = BENCH MARK DISK
 ME0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0115_STAMPING: 715.802 MISHAWAKA 1934
 ME0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0115+STABILITY: SURFACE MOTION
 ME0115
 ME0115  HISTORY     - Date     Condition        Report By
 ME0115  HISTORY     - 1934     MONUMENTED       CGS
 ME0115  HISTORY     - 1946     GOOD             NGS
 ME0115  HISTORY     - 20011128 POOR             NGS
 ME0115  HISTORY     - 20060222 POOR             INDIV
 ME0115
 ME0115                          STATION DESCRIPTION
 ME0115
 ME0115'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2218 ***********************************************************************
 ME2218  DESIGNATION -  MISHAWAKA BALL BAND CO PWR STK
 ME2218  PID         -  ME2218
 ME2218  STATE/COUNTY-  IN/ST JOSEPH
 ME2218  USGS QUAD   -  SOUTH BEND EAST (1992)
 ME2218
 ME2218                         *CURRENT SURVEY CONTROL
 ME2218  ___________________________________________________________________
 ME2218* NAD 83(1997)-  41 39 52.17738(N)    086 10 49.76835(W)     ADJUSTED  
 ME2218* NAVD 88     -                                                        
 ME2218  ___________________________________________________________________
 ME2218  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 ME2218  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME2218
 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
 ME2218.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2218
 ME2218.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2218
 ME2218  NAD 83(1994)-  41 39 52.17741(N)    086 10 49.77352(W) AD(       ) 4
 ME2218  NAD 83(1986)-  41 39 52.17815(N)    086 10 49.77512(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2218.See file dsdata.txt to determine how the superseded data were derived.
 ME2218
 ME2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6822512851(NAD 83)
 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 = OCTOBER  6, 2006
 ME2215 ***********************************************************************
 ME2215  DESIGNATION -  MISHAWAKA MICROWAVE KSA 43 LT
 ME2215  PID         -  ME2215
 ME2215  STATE/COUNTY-  IN/ST JOSEPH
 ME2215  USGS QUAD   -  SOUTH BEND EAST (1992)
 ME2215
 ME2215                         *CURRENT SURVEY CONTROL
 ME2215  ___________________________________________________________________
 ME2215* NAD 83(1997)-  41 37 59.82143(N)    086 11 52.46782(W)     ADJUSTED  
 ME2215* NAVD 88     -                                                        
 ME2215  ___________________________________________________________________
 ME2215  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 ME2215  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 ME2215
 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
 ME2215.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2215
 ME2215.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2215
 ME2215  NAD 83(1994)-  41 37 59.82264(N)    086 11 52.47275(W) AD(       ) 4
 ME2215  NAD 83(1986)-  41 37 59.82321(N)    086 11 52.47446(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2215.See file dsdata.txt to determine how the superseded data were derived.
 ME2215
 ME2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6680809372(NAD 83)
 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 = OCTOBER  6, 2006
 ME2217 ***********************************************************************
 ME2217  DESIGNATION -  MISHAWAKA ST JOSEPH CH SPIRE
 ME2217  PID         -  ME2217
 ME2217  STATE/COUNTY-  IN/ST JOSEPH
 ME2217  USGS QUAD   -  SOUTH BEND EAST (1992)
 ME2217
 ME2217                         *CURRENT SURVEY CONTROL
 ME2217  ___________________________________________________________________
 ME2217* NAD 83(1997)-  41 39 35.48194(N)    086 10 56.39619(W)     ADJUSTED  
 ME2217* NAVD 88     -                                                        
 ME2217  ___________________________________________________________________
 ME2217  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 ME2217  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME2217
 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
 ME2217.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2217
 ME2217.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2217
 ME2217  NAD 83(1994)-  41 39 35.48214(N)    086 10 56.40131(W) AD(       ) 4
 ME2217  NAD 83(1986)-  41 39 35.48284(N)    086 10 56.40295(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2217.See file dsdata.txt to determine how the superseded data were derived.
 ME2217
 ME2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6807712334(NAD 83)
 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 = OCTOBER  6, 2006
 JA0106 ***********************************************************************
 JA0106  DESIGNATION -  MITCHELL
 JA0106  PID         -  JA0106
 JA0106  STATE/COUNTY-  IN/LAWRENCE
 JA0106  USGS QUAD   -  MITCHELL (1980)
 JA0106
 JA0106                         *CURRENT SURVEY CONTROL
 JA0106  ___________________________________________________________________
 JA0106* NAD 83(1997)-  38 44 05.86127(N)    086 27 52.46765(W)     ADJUSTED  
 JA0106* NAVD 88     -       204.851  (meters)     672.08   (feet)  ADJUSTED  
 JA0106  ___________________________________________________________________
 JA0106  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 JA0106  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JA0106  DYNAMIC HT  -         204.718 (meters)     671.65  (feet)  COMP
 JA0106  MODELED GRAV-     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
 JA0106.and adjusted by the National Geodetic Survey in June 1991..
 JA0106
 JA0106.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0106
 JA0106.The geoid height was determined by GEOID03.
 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;                    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;SPC IN E     -   387,376.835    30,624.825   MT  1.00002591   -0 29 57.4
 JA0106;SPC IN E     - 1,270,918.83    100,474.95   sFT  1.00002591   -0 29 57.4
 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     -   0.99997305  x   1.00000229  =   0.99997534
 JA0106!SPC IN E     -   0.99997305  x   1.00002591  =   0.99999896
 JA0106!UTM  16      -   0.99997305  x   0.99962667  =   0.99959973
 JA0106
 JA0106:                Primary Azimuth Mark                     Grid Az
 JA0106:SPC IN W     -  MITCHELL AZ MK                           059 17 33.4
 JA0106:SPC IN E     -  MITCHELL AZ MK                           060 10 44.6
 JA0106:UTM  16      -  MITCHELL AZ MK                           059 20 41.1
 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
 JA0106.Superseded values are not recommended for survey control.
 JA0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0106.See file dsdata.txt to determine how the superseded data were derived.
 JA0106
 JA0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4653687502(NAD 83)
 JA0106_MARKER: DS = TRIANGULATION STATION DISK
 JA0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0106_STAMPING: MITCHELL 1946
 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             NGS
 JA0106  HISTORY     - 1967     GOOD             CGS
 JA0106  HISTORY     - 1967     GOOD             NGS
 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 NATIONAL 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 NATIONAL GEODETIC SURVEY 1967
 JA0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1617 ***********************************************************************
 MD1617  DESIGNATION -  MITCHELL
 MD1617  PID         -  MD1617
 MD1617  STATE/COUNTY-  IN/NOBLE
 MD1617  USGS QUAD   -  MERRIAM (1965)
 MD1617
 MD1617                         *CURRENT SURVEY CONTROL
 MD1617  ___________________________________________________________________
 MD1617* NAD 83(1997)-  41 22 00.90603(N)    085 27 15.85182(W)     ADJUSTED  
 MD1617* NAVD 88     -       299.     (meters)     981.     (feet)  SCALED    
 MD1617  ___________________________________________________________________
 MD1617  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 MD1617  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 MD1617
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1617
 MD1617.The geoid height was determined by GEOID03.
 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     -   0.99995832  x   0.99997055  =   0.99992887
 MD1617!UTM  16      -   0.99995832  x   0.99980564  =   0.99976397
 MD1617
 MD1617:                Primary Azimuth Mark                     Grid Az
 MD1617:SPC IN E     -  ALBION CO CTHSE CLOCK TOWER              037 28 46.3
 MD1617:UTM  16      -  ALBION CO CTHSE CLOCK TOWER              036 35 53.6
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1617.See file dsdata.txt to determine how the superseded data were derived.
 MD1617
 MD1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2926680642(NAD 83)
 MD1617_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1617
 MD1617  HISTORY     - Date     Condition        Report By
 MD1617  HISTORY     - 1946     MONUMENTED       CGS
 MD1617  HISTORY     - 1963     SEE DESCRIPTION  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
 MD1617'TOWN OF ALBION.  IT IS 100 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 MD1617'A BARN, AND 80 FEET NORTH OF THE
 MD1617'CENTERLINE OF A GRAVEL ROAD.  THE MARK IS FLUSH AND THE DISK IS
 MD1617'STAMPED MITCHELL 1946.
 MD1617'
 MD1617'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NORTHWEST OF THE STATION.
 MD1617'IT IS 17 FEET EAST OF THE CENTERLINE
 MD1617'OF A GRAVEL ROAD AND 2 FEET NORTH OF A WITNESS POST.  THE MARK IS
 MD1617'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
 MD1617'A GRAVEL ROAD AND 2 FEET SOUTH OF A FENCELINE.  THE MARK PROJECTS 2
 MD1617'INCHES AND THE DISK IS STAMPED MITHCELL
 MD1617'NO 1 1946.
 MD1617'
 MD1617'REFERENCE MARK NO. 2 IS 119.56 FEET WEST OF THE STATION.  IT IS 3
 MD1617'FEET EAST OF A FENCE CORNER AND 2
 MD1617'FEET SOUTH OF A FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 MD1617'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
 MD1617'2.0 MILES TO A CROSSROAD RIGHT.  TURN RIGHT AND GO WEST FOR 1.4 MILES
 MD1617'TO FARM ON RIGHT AND STATION AS
 MD1617'DESCRIBED.
 MD1617'
 MD1617'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVEL ROAD
 MD1617'FOR .2 ILE TO T ROAD RIGHT.
 MD1617'TURN RIGHT AND GO NORTH FOR .05 MILE TO AZIMUTH ON RIGHT AS
 MD1617'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'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 MD1617'DESCRIBED.
 MD1617'
 MD1617'ABOUT 1.0 MILES S ALONG NO. 9 INDIANA HWY. FROM ITS INTERSECTION WITH
 MD1617'NO. 8 INDIANA HWY. AT THE SE
 MD1617'CORNER OF THE COURTHOUSE SQUARE IN ALBION TO A CROSSROADS AND TURN
 MD1617'RIGHT, THENCE 1.6 MILE TO TOP OF HILL
 MD1617'AT FARMHOUSE AND THE STATION ON RIGHT, ABOUT 1/2 A MILE NW
 MD1617'OF PORT MITCHELL, ABOUT 150 YARDS E AND 50 YARDS
 MD1617'S OF HIGH STEEL MICROWAVE TOWER, 99.8 FT.
 MD1617'SW OF SW CORNER OF CONCRETE FOUNDATION OF A BARN, 79 FEET N OF
 MD1617'CENTER LINE OF ASPHALT ROAD, 1A
 MD1617'AND 7A MARKS STAMPED MITCHELL 1946, THE SURFACE MARK FLUSH WITH THE
 MD1617'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
 MD1617'OF STATION, 22 FEET S OF CENTER LINE OF ROAD, 0.2 FOOT HIGHER THAN
 MD1617'SAME, 20 FEET E OF FENCE
 MD1617'T-INTERSECTION, 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
 MD1617'STATION, 3 FEET E OF A FENCE CORNER, AND 1-1/2 FEET S OF A FENCE.
 MD1617'
 MD1617'AZIMUTH MARK STAMPED MITCHELL 1946, NOTE 16A, FLUSH, IS ABOUT 0.2
 MD1617'MILE WNW OF THE STATION, ABOUT
 MD1617'0.1 MILE N OF ROAD T-INTERSECTION, ABOUT 35 YARDS S OF THE HIGHEST
 MD1617'POINT IN THE VICINITY, 18 FEET E OF
 MD1617'CENTER LINE OF GRAVELED RIVER ROAD, 0.5 FOOT LOWER THAN SAME,
 MD1617'AND 1.5 FEET N OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0111 ***********************************************************************
 JA0111  DESIGNATION -  MITCHELL AZ MK
 JA0111  PID         -  JA0111
 JA0111  STATE/COUNTY-  IN/LAWRENCE
 JA0111  USGS QUAD   -  MITCHELL (1980)
 JA0111
 JA0111                         *CURRENT SURVEY CONTROL
 JA0111  ___________________________________________________________________
 JA0111* NAD 83(1986)-  38 44 12.     (N)    086 27 36.     (W)     SCALED    
 JA0111* NAVD 88     -       203.633  (meters)     668.09   (feet)  ADJUSTED  
 JA0111  ___________________________________________________________________
 JA0111  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JA0111  DYNAMIC HT  -         203.502 (meters)     667.66  (feet)  COMP
 JA0111  MODELED GRAV-     979,976.0   (mgal)                       NAVD 88
 JA0111
 JA0111  VERT ORDER  -  FIRST     CLASS II
 JA0111
 JA0111.The horizontal coordinates were scaled from a topographic map and have
 JA0111.an estimated accuracy of +/- 6 seconds.
 JA0111
 JA0111.The orthometric height was determined by differential leveling
 JA0111.and adjusted by the National Geodetic Survey in June 1991..
 JA0111
 JA0111.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0111.See file dsdata.txt to determine how the superseded data were derived.
 JA0111
 JA0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH469876(NAD 83)
 JA0111_MARKER: DZ = AZIMUTH MARK DISK
 JA0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0111_STAMPING: MITCHELL 1946
 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             NGS
 JA0111  HISTORY     - 1967     GOOD             NGS
 JA0111
 JA0111                          STATION DESCRIPTION
 JA0111
 JA0111'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1967
 JA0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1702 ***********************************************************************
 JA1702  DESIGNATION -  MITCHELL L P CEMENT CO W STACK
 JA1702  PID         -  JA1702
 JA1702  STATE/COUNTY-  IN/LAWRENCE
 JA1702  USGS QUAD   -  MITCHELL (1980)
 JA1702
 JA1702                         *CURRENT SURVEY CONTROL
 JA1702  ___________________________________________________________________
 JA1702* NAD 83(1997)-  38 44 12.57694(N)    086 27 26.35307(W)     ADJUSTED  
 JA1702* NAVD 88     -                                                        
 JA1702  ___________________________________________________________________
 JA1702  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 JA1702  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JA1702
 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
 JA1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1702
 JA1702.The geoid height was determined by GEOID03.
 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;SPC IN E     -   387,578.447    31,257.335   MT  1.00002484   -0 29 41.2
 JA1702;SPC IN E     - 1,271,580.29    102,550.11   sFT  1.00002484   -0 29 41.2
 JA1702;UTM  16      - 4,287,712.416   547,165.321   MT  0.99962739   +0 20 22.5
 JA1702
 JA1702                          SUPERSEDED SURVEY CONTROL
 JA1702
 JA1702  NAD 83(1986)-  38 44 12.58202(N)    086 27 26.35530(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1702.See file dsdata.txt to determine how the superseded data were derived.
 JA1702
 JA1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4716587712(NAD 83)
 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 = OCTOBER  6, 2006
 JA1703 ***********************************************************************
 JA1703  DESIGNATION -  MITCHELL MUNICIPAL TANK
 JA1703  PID         -  JA1703
 JA1703  STATE/COUNTY-  IN/LAWRENCE
 JA1703  USGS QUAD   -  MITCHELL (1980)
 JA1703
 JA1703                         *CURRENT SURVEY CONTROL
 JA1703  ___________________________________________________________________
 JA1703* NAD 83(1997)-  38 44 21.16298(N)    086 27 12.66418(W)     ADJUSTED  
 JA1703* NAVD 88     -                                                        
 JA1703  ___________________________________________________________________
 JA1703  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 JA1703  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JA1703
 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
 JA1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1703
 JA1703.The geoid height was determined by GEOID03.
 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;SPC IN E     -   387,840.357    31,590.217   MT  1.00002427   -0 29 32.7
 JA1703;SPC IN E     - 1,272,439.57    103,642.24   sFT  1.00002427   -0 29 32.7
 JA1703;UTM  16      - 4,287,979.039   547,494.224   MT  0.99962778   +0 20 31.1
 JA1703
 JA1703                          SUPERSEDED SURVEY CONTROL
 JA1703
 JA1703  NAD 83(1986)-  38 44 21.16803(N)    086 27 12.66623(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1703.See file dsdata.txt to determine how the superseded data were derived.
 JA1703
 JA1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4749487979(NAD 83)
 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 = OCTOBER  6, 2006
 JA0108 ***********************************************************************
 JA0108  DESIGNATION -  MITCHELL RM 3
 JA0108  PID         -  JA0108
 JA0108  STATE/COUNTY-  IN/LAWRENCE
 JA0108  USGS QUAD   -  MITCHELL (1980)
 JA0108
 JA0108                         *CURRENT SURVEY CONTROL
 JA0108  ___________________________________________________________________
 JA0108* NAD 83(1986)-  38 44 05.     (N)    086 27 52.     (W)     SCALED    
 JA0108* NAVD 88     -       204.72   (meters)     671.7    (feet)  RESET     
 JA0108  ___________________________________________________________________
 JA0108  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JA0108
 JA0108  VERT ORDER  -  THIRD
 JA0108
 JA0108.The horizontal coordinates were scaled from a topographic map and have
 JA0108.an estimated accuracy of +/- 6 seconds.
 JA0108
 JA0108.The orthometric height was computed from unverified reset data.
 JA0108
 JA0108.The geoid height was determined by GEOID03.
 JA0108
 JA0108;                    North         East    Units  Estimated Accuracy
 JA0108;SPC IN W     -   387,230.      953,810.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0108.See file dsdata.txt to determine how the superseded data were derived.
 JA0108
 JA0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH465874(NAD 83)
 JA0108_MARKER: DR = REFERENCE MARK DISK
 JA0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0108_STAMPING: MITCHELL 1946 NO 3 1967
 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
 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 = OCTOBER  6, 2006
 JA0110 ***********************************************************************
 JA0110  DESIGNATION -  MITCHELL RM 4
 JA0110  PID         -  JA0110
 JA0110  STATE/COUNTY-  IN/LAWRENCE
 JA0110  USGS QUAD   -  MITCHELL (1980)
 JA0110
 JA0110                         *CURRENT SURVEY CONTROL
 JA0110  ___________________________________________________________________
 JA0110* NAD 83(1986)-  38 44 05.     (N)    086 27 52.     (W)     SCALED    
 JA0110* NAVD 88     -       204.97   (meters)     672.5    (feet)  RESET     
 JA0110  ___________________________________________________________________
 JA0110  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JA0110
 JA0110  VERT ORDER  -  THIRD
 JA0110
 JA0110.The horizontal coordinates were scaled from a topographic map and have
 JA0110.an estimated accuracy of +/- 6 seconds.
 JA0110
 JA0110.The orthometric height was computed from unverified reset data.
 JA0110
 JA0110.The geoid height was determined by GEOID03.
 JA0110
 JA0110;                    North         East    Units  Estimated Accuracy
 JA0110;SPC IN W     -   387,230.      953,810.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0110.See file dsdata.txt to determine how the superseded data were derived.
 JA0110
 JA0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH465874(NAD 83)
 JA0110_MARKER: DR = REFERENCE MARK DISK
 JA0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0110_SP_SET: FLAG POLE CONCRETE BASE
 JA0110_STAMPING: MITCHELL 1946 NO 4 1967
 JA0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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 = OCTOBER  6, 2006
 LB0223 ***********************************************************************
 LB0223  DESIGNATION -  MM 175
 LB0223  PID         -  LB0223
 LB0223  STATE/COUNTY-  IN/MIAMI
 LB0223  USGS QUAD   -  TWELVE MILE (1991)
 LB0223
 LB0223                         *CURRENT SURVEY CONTROL
 LB0223  ___________________________________________________________________
 LB0223* NAD 83(1986)-  40 45 04.     (N)    086 07 33.     (W)     SCALED    
 LB0223* NAVD 88     -       195.610  (meters)     641.76   (feet)  ADJUSTED  
 LB0223  ___________________________________________________________________
 LB0223  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 LB0223  DYNAMIC HT  -         195.516 (meters)     641.46  (feet)  COMP
 LB0223  MODELED GRAV-     980,139.9   (mgal)                       NAVD 88
 LB0223
 LB0223  VERT ORDER  -  SECOND    CLASS 0
 LB0223
 LB0223.The horizontal coordinates were scaled from a topographic map and have
 LB0223.an estimated accuracy of +/- 6 seconds.
 LB0223
 LB0223.The orthometric height was determined by differential leveling
 LB0223.and adjusted by the National Geodetic Survey in June 1991..
 LB0223
 LB0223.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0223.See file dsdata.txt to determine how the superseded data were derived.
 LB0223
 LB0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL737114(NAD 83)
 LB0223_MARKER: DB = BENCH MARK DISK
 LB0223_SETTING: 0 = UNSPECIFIED SETTING
 LB0223_STAMPING: MM 175 1946
 LB0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME2209 ***********************************************************************
 ME2209  DESIGNATION -  MOCHEL
 ME2209  PID         -  ME2209
 ME2209  STATE/COUNTY-  IN/ST JOSEPH
 ME2209  USGS QUAD   -  WYATT (1992)
 ME2209
 ME2209                         *CURRENT SURVEY CONTROL
 ME2209  ___________________________________________________________________
 ME2209* NAD 83(1997)-  41 33 42.36726(N)    086 10 35.49636(W)     ADJUSTED  
 ME2209* NAVD 88     -       261.44   (+/-2cm)     857.7    (feet)  VERTCON   
 ME2209  ___________________________________________________________________
 ME2209  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 ME2209  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 ME2209
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2209
 ME2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2209
 ME2209.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 (07/19/86)  261.55   (m)          858.1    (f) LEVELING    3  
 ME2209
 ME2209.Superseded values are not recommended for survey control.
 ME2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2209.See file dsdata.txt to determine how the superseded data were derived.
 ME2209
 ME2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6866401449(NAD 83)
 ME2209_MARKER: DS = TRIANGULATION STATION DISK
 ME2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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.  IT IS 60
 ME2209'FEET EAST OF THE CENTER OF STATE HIGHWAY 331, 59 FEET SOUTH OF THE
 ME2209'CENTER OF A DRIVEWAY, 49 FEET WEST
 ME2209'OF THE SOUTHWEST CORNER OF A BARN AND 18 FEET EAST
 ME2209'OF A FENCE CORNER AND A WHITE WITNESS POST.  THE MARK
 ME2209'IS FLUSH AND THE DISK IS STAMPED
 ME2209'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
 ME2209'THE DRIVEWAY AND 2 FEET SOUTHWEST OF A TELEPHONE POLE.  THE MARK IS
 ME2209'FLUSH AND THE DISK IS STAMPED
 ME2209'MOCHEL NO 1 1952.
 ME2209'
 ME2209'REFERENCE MARK NO. 2 IS 2 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF
 ME2209'THE BARN.  THE MARK IS FLUSH
 ME2209'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
 ME2209'1 FOOT NORTH OF THE NORTHWEST
 ME2209'CORNER OF A BARN AND A WHITE WITNESS POST.  THE MARK PROJECTS 4
 ME2209'INCHES AND THE DISK IS STAMPED
 ME2209'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
 ME2209'ON THE LEFT AS DESCRIBED.
 ME2209'
 ME2209'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 6 AND
 ME2209'STATE HIGHWAY 331 IN BREMEN GO
 ME2209'NORTH ON HIGHWAY 331 FOR 5.7 MILES TO THE RAILROAD CROSSING IN WYATT,
 ME2209'CONTINUE ON THE HIGHWAY FOR 2.4
 ME2209'MILES TO THE SOUTH SECTION OF WOODLAND AND THE STATION ON
 ME2209'THE RIGHT AS 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.
 ME2209'
 ME2209'DESCRIPTION AS STATED EXCEPT FOUND TWO INCHES BELOW SURFACE.
 ME2209'
 ME2209'MOCHEL NO 1 1952 FOUND GOOD.
 ME2209'
 ME2209'DESCRIPTION AS STATED.
 ME2209'
 ME2209'MOCHEL NO 2 1952 FOUND GOOD.
 ME2209'
 ME2209'DESCRIPTION AS STATED EXCEPT FOUND TWO INCHES BELOW SURFACE IN
 ME2209'BARNYARD.
 ME2209'
 ME2209'MOCHEL 1952 AZ MK FOUND GOOD.
 ME2209'
 ME2209'DUE TO REROUTING OF HIGHWAY THE DESCRIPTION SHOULD READ AZIMUTH MARK
 ME2209'IS 129 FT. EAST OF STATE HIGHWAY 331 AND 1 FOOT NORTH OF THE
 ME2209'NORTHWEST CORNER OF A BARN AND 51 FEET SOUTH OF THE CENTER OF A
 ME2209'DRIVEWAY THE MARK PROJECTS 4 INCHES AND IS 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.
 ME2209' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2321 ***********************************************************************
 ME2321  DESIGNATION -  MONESMITH
 ME2321  PID         -  ME2321
 ME2321  STATE/COUNTY-  IN/FULTON
 ME2321  USGS QUAD   -  CULVER (1980)
 ME2321
 ME2321                         *CURRENT SURVEY CONTROL
 ME2321  ___________________________________________________________________
 ME2321* NAD 83(1997)-  41 08 31.69053(N)    086 26 19.45262(W)     ADJUSTED  
 ME2321* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 ME2321  ___________________________________________________________________
 ME2321  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 ME2321  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 ME2321
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2321
 ME2321.The geoid height was determined by GEOID03.
 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     -  CULVER MUNICIPAL TANK                    009 46 53.8
 ME2321:SPC IN W     -  CULVER MUNICIPAL TANK                    008 50 58.3
 ME2321:UTM  16      -  CULVER MUNICIPAL TANK                    008 54 15.7
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2321.See file dsdata.txt to determine how the superseded data were derived.
 ME2321
 ME2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4710254688(NAD 83)
 ME2321_MARKER: DS = TRIANGULATION STATION DISK
 ME2321_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 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
 ME2321'WEST OF DELONG ON PROPERTY
 ME2321'OWNED BY OSCAR G. MONESMITH.  IT IS 31 FEET SOUTHEAST OF THE
 ME2321'TELEPHONE LINE POLE, 26 FEET SOUTH
 ME2321'OF THE CENTER OF A PAVED ROAD, 12 FEET SOUTHWEST OF A FENCE CORNER,
 ME2321'12 FEET WEST OF A NORTH-SOUTH
 ME2321'FENCELINE AND 6 FEET SOUTH OF A WHITE WITNESS POST AND AN
 ME2321'EAST-WEST FENCELINE.  THE MARK IS UNDERGROUND
 ME2321'ABOUT 18 INCHES AND THE DISK IS STAMPED
 ME2321'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
 ME2321'INCH TWIN HICKORY TREE AND 2 FEET WEST OF A NORTH-SOUTH FENCELINE.
 ME2321'THE MARK PROJECTS 4 INCHES AND THE
 ME2321'DISK IS STAMPED MONESMITH NO 1 1952.
 ME2321'
 ME2321'REFERENCE MARK NO. 2 IS 21 FEET SOUTH OF THE CENTER OF A PAVED ROAD,
 ME2321'9 FEET SOUTHEAST OF A 24 INCH
 ME2321'CHERRY TREE AND 2 FEET SOUTH OF AN EAST-WEST FENCELINE.  THE MARK
 ME2321'PROJECTS 2 INCHES AND THE DISK
 ME2321'IS 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
 ME2321'PAVED ROAD, 2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A
 ME2321'FENCELINE.  THE MARK PROJECTS
 ME2321'2 INCHES AND THE DISK IS STAMPED MONESMITH 1952.
 ME2321'
 ME2321'TO REACH THE STATION FROM THE INTERSECTION OF THE ERIE AND THE
 ME2321'PENNSYLVANIA RAILROADS
 ME2321'IN DELONG, GO WEST ON A PAVED ROAD FOR 0.9 MILE TO THE AZIMUTH MARK
 ME2321'ON THE LEFT, CONTINUE FOR 0.4
 ME2321'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 ME2321'
 ME2321'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1493 ***********************************************************************
 MD1493  DESIGNATION -  MONGO 2
 MD1493  PID         -  MD1493
 MD1493  STATE/COUNTY-  IN/LAGRANGE
 MD1493  USGS QUAD   -  MONGO (1992)
 MD1493
 MD1493                         *CURRENT SURVEY CONTROL
 MD1493  ___________________________________________________________________
 MD1493* NAD 83(1997)-  41 41 34.18331(N)    085 16 07.95991(W)     ADJUSTED  
 MD1493* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 MD1493  ___________________________________________________________________
 MD1493  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 MD1493  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 MD1493
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1493
 MD1493.The geoid height was determined by GEOID03.
 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     -   0.99995629  x   0.99998016  =   0.99993645
 MD1493!UTM  16      -   0.99995629  x   0.99985538  =   0.99981168
 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 USLS 1878                      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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1493.See file dsdata.txt to determine how the superseded data were derived.
 MD1493
 MD1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4405717120(NAD 83)
 MD1493_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1493
 MD1493  HISTORY     - Date     Condition        Report By
 MD1493  HISTORY     - 1946     MONUMENTED       CGS
 MD1493  HISTORY     - 1960     SEE DESCRIPTION  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
 MD1493'OWNED BY HENRY BIR.  IT IS 49 FEET WEST OF A BRASS SCREW IN A
 MD1493'TRIANGULAR BLAZE ON THE WEST SIDE OF A
 MD1493'10 INCH WILD CHERRY TREE AND 3 FEET EAST OF A WHITE WITNESS
 MD1493'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND
 MD1493'THE DISK IS STAMPED MONGO 2 1946.  A TRAVERSE
 MD1493'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
 MD1493'TRIANGLE BLAZED ON THE 10 INCH CHERRY TREE.  THE MARK PROJECTS 4
 MD1493'INCHES AND THE DISK IS STAMPED MONGO 2
 MD1493'NO 3 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
 MD1493'INCH OAK TREE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 MD1493'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
 MD1493'FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD,
 MD1493'17 FEET EAST OF THE ROAD
 MD1493'RUNNING NORTH AND 3 FEET NORTH OF A WHITE WITNESS POST.  THE
 MD1493'MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 MD1493'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
 MD1493'TO A T-ROAD NORTH AND THE AZIMUTH IN THE NORTHEAST ANGLE, TURN NORTH
 MD1493'AND GO 0.55 MILE TO A BOARD GATE ON
 MD1493'THE RIGHT, PASS THRU GATE AND FOLLOW AN EAST-WEST
 MD1493'FENCELINE 0.25 MILE TO A TRIANGLE BLAZE ON A TWIN
 MD1493'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
 MD1493'ABOUT 25 DEGREES TO THE LEFT OF THE STATION) AND ESSENTIALLY AS
 MD1493'DESCRIBED IN ORIGINAL DESCRIPTION.
 MD1493'THE AZIMUTH TO THE AZIMUTH MARK WAS INADEQUATELY ORIGINALLY
 MD1493'DETERMINED AND IS PRESENTLY OBSTRUCTED.
 MD1493'IF PRACTICABLE, THIS WILL BE REMEDIED SOON AFTER THE
 MD1493'NEXT FALL OF DECIDUOUS LEAVES AND ANOTHER
 MD1493'RECOVERY NOTE MADE AT THAT TIME.  STATION MONGO
 MD1493'1878 (USLS) WAS RECOVERED 1.4 FEET UNDERGROUND AT THE GIVEN
 MD1493'DISTANCE AND DIRECTION LISTED IN THE
 MD1493'ADJUSTED HORIZONTAL CONTROL DATA FOR THE SUBJECT STATION.  MONGO 1878
 MD1493'(USLS) IS A 6-INCH SQUARE STONE POST
 MD1493'WITH A QUARTER-INCH HOLE DRILLED IN TOP CENTER.
 MD1493'
 MD1493'NOTE TO OFFICE- RE THE ADEQUACY OF THE SAID AZIMUTH, SEE LETTER FROM
 MD1493'THE DIRECTOR NUMBERED 636/CAS/FRA
 MD1493'ADDRESSED TO UNDERSIGNED DATED 20 SEPTEMBER 1960 ON
 MD1493'SUBJECT- AZIMUTH MARKS AT
 MD1493'STATIONS MONGO 2 AND VAN 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 = OCTOBER  6, 2006
 MD1492 ***********************************************************************
 MD1492  DESIGNATION -  MONGO USLS 1878
 MD1492  PID         -  MD1492
 MD1492  STATE/COUNTY-  IN/LAGRANGE
 MD1492  USGS QUAD   -  MONGO (1992)
 MD1492
 MD1492                         *CURRENT SURVEY CONTROL
 MD1492  ___________________________________________________________________
 MD1492* NAD 83(1997)-  41 41 34.62916(N)    085 16 07.99392(W)     ADJUSTED  
 MD1492* NAVD 88     -       312.84   (+/-2cm)    1026.4    (feet)  VERTCON   
 MD1492  ___________________________________________________________________
 MD1492  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 MD1492  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 MD1492
 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.The vertical order pertains to the NGVD 29 superseded value.
 MD1492
 MD1492.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1492
 MD1492.The geoid height was determined by GEOID03.
 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;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     -   0.99995614  x   0.99998015  =   0.99993629
 MD1492!UTM  16      -   0.99995614  x   0.99985538  =   0.99981153
 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  NGVD 29 (07/19/86)  312.97   (m)         1026.8    (f) LEVELING    3  
 MD1492
 MD1492.Superseded values are not recommended for survey control.
 MD1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1492.See file dsdata.txt to determine how the superseded data were derived.
 MD1492
 MD1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4405617134(NAD 83)
 MD1492
 MD1492  HISTORY     - Date     Condition        Report By
 MD1492  HISTORY     - 1878     MONUMENTED       CGS
 MD1492  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MD1492  HISTORY     - 1946     SEE DESCRIPTION  CGS
 MD1492  HISTORY     - 1960     SEE DESCRIPTION  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.
 MD1492'11 E., SPRINGFIELD
 MD1492'TOWNSHIP, ON WHAT IS KNOWN LOCALLY AS THE BARRIDGE FARM,
 MD1492'AND 185 YARDS WEST OF SOUTHWEST
 MD1492'CORNER OF TRACT OF TIMBER, 1,462 FEET WEST OF
 MD1492'14-INCH OAK TREE FORMING CORNER OF EAST-AND-WEST
 MD1492'FENCE AND FENCE RUNNING
 MD1492'SOUTH, IN CULTIVATED FIELD, 46.6 FEET NORTH OF EAST-AND WEST FENCE
 MD1492'AND ABOUT 21.5 FEET FROM
 MD1492'EACH OF FOUR STEEL BARS (FOUNDATION OF OBSERVATION TOWER)
 MD1492'PROJECTING 2 OR 3 INCHES ABOVE
 MD1492'SURFACE OF GROUND AND LOCATED 45 DEGREES DIAGONALLY
 MD1492'FROM THE CARDINAL POINTS OF THE COMPASS.  TO
 MD1492'REACH FROM END OF CONCRETE
 MD1492'PAVEMENT AT MONGO MILLS, GO EAST PAST SCHOOLHOUSE 0.35 MILE TO
 MD1492'END OF ROAD, THENCE
 MD1492'NORTH 0.25 MILE TO FENCE RUNNING EAST, THENCE ALONG FENCE 425 YARDS
 MD1492'EAST.  MARKED BY STONE
 MD1492'POSTS.  UPPER POST IS 11 INCHES BELOW SURFACE OF
 MD1492'GROUND.  REFERENCE MARKS ARE STONE POSTS
 MD1492'AT FOLLOWING DISTANCES AND BEARINGS
 MD1492'FROM STATION- 28.6 METERS (94 FEET), S. 59 DEG. 13 MIN. E.,
 MD1492'16.7 METERS (55 FEET), S.  14 DEG.
 MD1492'19 MIN. E.- AND 30.1 METERS (99 FEET), S. 57 DEG. 03 MIN. W.  IN 1935
 MD1492'IT WAS REPORTED THAT ALL REFERENCE MARKS
 MD1492'WERE PROBABLY LOST.  LAGRANGE COUNTY- CORNER OF
 MD1492'SECS. 4, 5, 8, 9, T. 37 N., R. 11 E.
 MD1492'(U.S.L.S.) IS 873.5 METERS FROM STATION
 MD1492'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
 MD1492'MARK WAS FOUND
 MD1492'DESTROYED.  THE SUB-SURFACE MARK WAS RECOVERED IN GOOD CONDITION AND
 MD1492'THE POSITION HELD FOR ESTABLISHING
 MD1492'NEW STATION MONGO 2.  THE OLD REFERENCE MARKS WERE SEARCHED
 MD1492'FOR BUT COULD NOT BE FOUND AND ARE BELIEVED TO BE
 MD1492'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
 MD1492'NORTH OF THE FENCE AND 64.2 FEET NORTHWEST OF A BRASS SCREW IN A
 MD1492'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
 MD1492'STATION IN AN EAST-WEST FENCE LINE.  IT IS 49 FEET WEST OF THE BRASS
 MD1492'SCREW IN A TRIANGULAR BLAZE ON A 10
 MD1492'INCH TWIN WILD CHERRY TREE AND 3 FEET EAST OF A WHITE WITNESS
 MD1492'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND
 MD1492'THE DISK IS STAMPED MONGO 2 1946. (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
 MD1492'T-ROAD NORTH, TURN LEFT AND GO 0.55 MILE TO A WIRE GATE ON THE RIGHT,
 MD1492'TURN RIGHT, PASS THRU GATE AND FOLLOW
 MD1492'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
 MD1492'GIVEN DISTANCE AND DIRECTION FROM MONGO 2 1946 FOR WHICH SEE ORIGINAL
 MD1492'DESCRIPTION THEREOF BY R.C. BOLSTAD IN 1946.
 MD1492'NO OTHER PRIOR-TO-1946 MARKS WERE RECOVERED
 MD1492'AT THIS TIME.  THE EVIDENTLY EDITORIALLY COMBINED
 MD1492'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
 MD1492'BELOW SURFACE OF GROUND.  THIS IS BELIEVED THE SAME MARK AS CALLED
 MD1492'SUB-SURFACE MARK IN THE SECOND LINE OF
 MD1492'THE FIRST PARAGRAPH OF THE 1946 BOLSTAD RECOVERY
 MD1492'NOTE FOR THE SUBJECT STATION MONGO 1878
 MD1492'(USLS).
 MD1492'
 MD1492'NOTE TO OFFICE- IT IS NECESSARY THAT THE STATION BE REVISITED AFTER
 MD1492'LEAVES FALL IN THE AUTUMN IN ORDER
 MD1492'TO RESOLVE QUESTIONS CONCERNING THE AZIMUTH MARK AND
 MD1492'MORE DETAILED INVESTIGATION WILL
 MD1492'BE MADE AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2561 ***********************************************************************
 LB2561  DESIGNATION -  MONITOR RESET
 LB2561  PID         -  LB2561
 LB2561  STATE/COUNTY-  IN/TIPPECANOE
 LB2561  USGS QUAD   -  PYRMONT (1961)
 LB2561
 LB2561                         *CURRENT SURVEY CONTROL
 LB2561  ___________________________________________________________________
 LB2561* NAD 83(1997)-  40 25 04.08442(N)    086 43 57.26084(W)     ADJUSTED  
 LB2561* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 LB2561  ___________________________________________________________________
 LB2561  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 LB2561  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 LB2561
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2561
 LB2561.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2561.See file dsdata.txt to determine how the superseded data were derived.
 LB2561
 LB2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2268874165(NAD 83)
 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 = OCTOBER  6, 2006
 LA2410 ***********************************************************************
 LA2410  DESIGNATION -  MONMOUTH
 LA2410  PID         -  LA2410
 LA2410  STATE/COUNTY-  IN/ADAMS
 LA2410  USGS QUAD   -  HOAGLAND (1994)
 LA2410
 LA2410                         *CURRENT SURVEY CONTROL
 LA2410  ___________________________________________________________________
 LA2410* NAD 83(1997)-  40 53 20.21202(N)    084 58 21.85702(W)     ADJUSTED  
 LA2410* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 LA2410  ___________________________________________________________________
 LA2410  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 LA2410  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LA2410
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2410
 LA2410.The geoid height was determined by GEOID03.
 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     -   0.99996635  x   1.00000874  =   0.99997509
 LA2410!UTM  16      -   0.99996635  x   0.99995901  =   0.99992536
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2410.See file dsdata.txt to determine how the superseded data were derived.
 LA2410
 LA2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7078728408(NAD 83)
 LA2410_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2410_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 LA2410'YARDS WEST OF THE HOBROCK
 LA2410'FARM, 11 FEET NORTHEAST OF A FENCE AND THE HIGHWAY RIGHT-OF-WAY AND 3
 LA2410'FEET NORTHEAST OF A 4 INCH X 4 INCH
 LA2410'WHITE WITNESS POST.
 LA2410'
 LA2410'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 27, 33 AND
 LA2410'224 AT THE NORTHWEST EDGE
 LA2410'OF DECATUR, GO NORTHWEST ON HIGHWAYS 27 AND 33 (NOW UNDER
 LA2410'CONSTRUCTION) FOR 4.4 MILES TO THE
 LA2410'STATION ON THE LEFT, CONTINUE NORTHWEST ON HIGHWAYS 27 AND 33 FOR
 LA2410'0.3 MILE TO THE AZIMUTH MARK ON THE
 LA2410'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
 LA2410'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
 LA2410'STAMPED MONMOUTH NO 2 1955.
 LA2410'
 LA2410'BENCH MARK A 221 IS 100 FEET EAST OF THE CENTER OF A T-JUNCTION
 LA2410'FORMED BY A GRAVELED
 LA2410'ROAD AND HIGHWAYS 27 AND 33, 38 FEET NORTHEAST OF THE CENTER OF THE
 LA2410'HIGHWAY AND 17 FEET SOUTHEAST OF
 LA2410'TWO TELEPHONE POLES.  THE MARK IS A STANDARD DISK SET IN THE
 LA2410'TOP OF A CONCRETE POST THAT PROJECTS 3
 LA2410'INCHES AND THE DISK IS STAMPED A 221 1947.  IT
 LA2410'IS 2-1/2 FEET NORTHWEST OF A 4 INCH X 4 INCH WHITE
 LA2410'WITNESS POST.
 LA2410'*
 LA2410'HEIGHT OF LIGHT
 LA2410'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
 LA2410'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
 LA2410'FEET SE OF NO. 96/133 CREOSOTED POWER POLE, 114 FEET SW OF CENTER
 LA2410'LINE OF 24-FOOT CONCRETE PAVEMENT (TO BE NE PAIR OF LANES OF PROPOSED
 LA2410'DUAL HWY.), 10.5 FT. NE OF R/W FENCE, STANDARD DISKS STAMPED
 LA2410'MONMOUTH 1955 1963 ARE SET IN MARKS WITH THE UPPER MARK ABOUT
 LA2410'0.1 FOOT LOWER THAN THE GENERAL SURFACE OF THE GROUND.
 LA2410'
 LA2410'REFERENCE STAMPED MONMOUTH NO 1 1955, PROJECTS 0.3 FOOT, IS 90.69
 LA2410'FEET OR 27.642 METERS SE OF STATION, 22 FEET NW OF NO. 96/133 POWER
 LA2410'POLE, 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
 LA2410'FEET OR 27.700 METERS NW OF STATION, 42 FEET SW OF POWER POLE, AND
 LA2410'1 FOOT N 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
 LA2410'FROM N, 56 FEET NE OF CENTER LINE OF SAID HWY. PAVEMENT, 0.3 FOOT
 LA2410'HIGHER THAN SAME, 2.3 FEET N OF STEEL WITNESS POST, AND PROJECTING
 LA2410'0.3 FOOT 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.
 LA2410'
 LA2410'MONMOUTH 1955 (AZIM) RECOVERED GOOD.  HAS WITNESS POST.
 LA2410'
 LA2410'MONMOUTH NO 1 1955 RECOVERED GOOD.  HAS WITNESS POST.
 LA2410'
 LA2410'MONMOUTH NO.2 1955 RECOVERED GOOD.  HAS WITNESS POST.
 LA2410'
 LA2410'NOT ON NGS LEVELS.
 LA2410'
 LA2410'DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES NW OF
 LA2410'DECATUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1676 ***********************************************************************
 MD1676  DESIGNATION -  MONO
 MD1676  PID         -  MD1676
 MD1676  STATE/COUNTY-  IN/KOSCIUSKO
 MD1676  USGS QUAD   -  LEESBURG (1992)
 MD1676
 MD1676                         *CURRENT SURVEY CONTROL
 MD1676  ___________________________________________________________________
 MD1676* NAD 83(1997)-  41 17 31.09473(N)    085 51 29.13580(W)     ADJUSTED  
 MD1676* NAVD 88     -       254.     (meters)     833.     (feet)  SCALED    
 MD1676  ___________________________________________________________________
 MD1676  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 MD1676  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MD1676
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1676
 MD1676.The geoid height was determined by GEOID03.
 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     -   0.99996544  x   0.99996983  =   0.99993527
 MD1676!UTM  16      -   0.99996544  x   0.99971250  =   0.99967795
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1676.See file dsdata.txt to determine how the superseded data were derived.
 MD1676
 MD1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9561271798(NAD 83)
 MD1676_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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.
 MD1676'IT IS 125 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HANGER, 113 FEET
 MD1676'NORTHWEST OF THE T-ROAD INTERSECTION, 110
 MD1676'FEET WEST OF THE CENTER OF STATE HIGHWAY 15 AND 62
 MD1676'FEET NORTH OF THE CENTER OF A PAVED ROAD.  THE
 MD1676'MARK IS FLUSH AND THE DISK IS STAMPED MONO
 MD1676'1947.
 MD1676'
 MD1676'REFERENCE MARK NO. 1 IS 92.86 FEET SOUTHEAST OF THE STATION.  IT IS
 MD1676'46 FEET WEST OF CENTER OF STATE
 MD1676'HIGHWAY 15, 22 FEET SOUTH OF THE PAVED ROAD AND 5 FEET WEST OF THE
 MD1676'FENCE CORNER.  THE MARK PRJECTS ABOUT
 MD1676'6 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
 MD1676'38 FEET WEST OF THE CENTER OF HIGHWAY 15, 3 FEET SOUTH OF A TELEPHONE
 MD1676'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
 MD1676'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
 MD1676'SIDE OF STATE HIGHWAY 15.  IT IS 38 FEET WEST OF THE CENTER OF THE
 MD1676'HIGHWAY, 3 FEET SOUTH OF A TELEPHONE
 MD1676'POLE, AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 MD1676'IS A 12 X 12 INCH CONCRETE POST PROJECTING
 MD1676'ABOUT 2 INCHES WITH A STANDARD USC AND GS B DISK
 MD1676'STAMPED C 160 1946.
 MD1676'
 MD1676'TO REACH THE STATION FROM THE INTERSECTION OF EAST CENTER AND NORTH
 MD1676'DETROIT STREETS IN WARSAW, GO
 MD1676'NORTH ON NORTH DETROIT STREET (STATE HIGHWAY 15) FOR 3.8 MILES TO A
 MD1676'T-ROAD LEFT AND STATION AS DESCRIBED.
 MD1676'CONTINUE STRAIGHT AHEAD 0.3 MILE TO THE AZIMUTH MARK ON
 MD1676'THE LEFT AS 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 = OCTOBER  6, 2006
 LB2670 ***********************************************************************
 LB2670  DESIGNATION -  MONON
 LB2670  PID         -  LB2670
 LB2670  STATE/COUNTY-  IN/WHITE
 LB2670  USGS QUAD   -  MONON (1980)
 LB2670
 LB2670                         *CURRENT SURVEY CONTROL
 LB2670  ___________________________________________________________________
 LB2670* NAD 83(1997)-  40 49 48.12856(N)    086 52 38.59796(W)     ADJUSTED  
 LB2670* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 LB2670  ___________________________________________________________________
 LB2670  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 LB2670  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 LB2670
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2670
 LB2670.The geoid height was determined by GEOID03.
 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     -   0.99997110  x   0.99997038  =   0.99994148
 LB2670!UTM  16      -   0.99997110  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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2670.See file dsdata.txt to determine how the superseded data were derived.
 LB2670
 LB2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1033819897(NAD 83)
 LB2670_MARKER: DS = TRIANGULATION STATION DISK
 LB2670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2663 ***********************************************************************
 LB2663  DESIGNATION -  MONON MUNICIPAL TANK
 LB2663  PID         -  LB2663
 LB2663  STATE/COUNTY-  IN/WHITE
 LB2663  USGS QUAD   -  MONON (1980)
 LB2663
 LB2663                         *CURRENT SURVEY CONTROL
 LB2663  ___________________________________________________________________
 LB2663* NAD 83(1997)-  40 51 39.43228(N)    086 52 43.25562(W)     ADJUSTED  
 LB2663* NAVD 88     -                                                        
 LB2663  ___________________________________________________________________
 LB2663  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 LB2663  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 LB2663
 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
 LB2663.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2663
 LB2663.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2663
 LB2663  NAD 83(1986)-  40 51 39.43663(N)    086 52 43.26533(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2663.See file dsdata.txt to determine how the superseded data were derived.
 LB2663
 LB2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1022423329(NAD 83)
 LB2663_MARKER: 52 = STANDPIPE 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 = OCTOBER  6, 2006
 LB1194 ***********************************************************************
 LB1194  DESIGNATION -  MONON RESET 1962
 LB1194  PID         -  LB1194
 LB1194  STATE/COUNTY-  IN/WHITE
 LB1194  USGS QUAD   -  MONON (1980)
 LB1194
 LB1194                         *CURRENT SURVEY CONTROL
 LB1194  ___________________________________________________________________
 LB1194* NAD 83(1986)-  40 51 49.     (N)    086 52 45.     (W)     SCALED    
 LB1194* NAVD 88     -       208.27   (meters)     683.3    (feet)  RESET     
 LB1194  ___________________________________________________________________
 LB1194  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 LB1194
 LB1194  VERT ORDER  -  THIRD
 LB1194
 LB1194.The horizontal coordinates were scaled from a topographic map and have
 LB1194.an estimated accuracy of +/- 6 seconds.
 LB1194
 LB1194.The orthometric height was computed from unverified reset data.
 LB1194
 LB1194.The geoid height was determined by GEOID03.
 LB1194
 LB1194;                    North         East    Units  Estimated Accuracy
 LB1194;SPC IN W     -   623,430.      917,210.      MT  (+/- 180 meters Scaled)
 LB1194
 LB1194                          SUPERSEDED SURVEY CONTROL
 LB1194
 LB1194.No superseded survey control is available for this station.
 LB1194
 LB1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL101236(NAD 83)
 LB1194_MARKER: DB = BENCH MARK DISK
 LB1194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1194_SP_SET: CONCRETE STEP
 LB1194_STAMPING: MONON RESET 1962
 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 = OCTOBER  6, 2006
 MD1675 ***********************************************************************
 MD1675  DESIGNATION -  MONOQUET
 MD1675  PID         -  MD1675
 MD1675  STATE/COUNTY-  IN/KOSCIUSKO
 MD1675  USGS QUAD   -  LEESBURG (1992)
 MD1675
 MD1675                         *CURRENT SURVEY CONTROL
 MD1675  ___________________________________________________________________
 MD1675* NAD 83(1997)-  41 15 55.61362(N)    085 52 15.69135(W)     ADJUSTED  
 MD1675* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 MD1675  ___________________________________________________________________
 MD1675  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 MD1675  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 MD1675
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1675
 MD1675.The geoid height was determined by GEOID03.
 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  =   0.99993305
 MD1675!UTM  16      -   0.99996278  x   0.99971006  =   0.99967285
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1675.See file dsdata.txt to determine how the superseded data were derived.
 MD1675
 MD1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9456768840(NAD 83)
 MD1675_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1675
 MD1675  HISTORY     - Date     Condition        Report By
 MD1675  HISTORY     - 1947     MONUMENTED       CGS
 MD1675  HISTORY     - 1975     SEE DESCRIPTION  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
 MD1675'IS 189 FEET EAST OF THE APPROXIMATE CENTER OF THE ROAD, 23.5 FEET
 MD1675'SOUTH OF AN EAST-WEST FENCE LINE
 MD1675'AND ABOUT 200 FEET NORTHWEST OF A LARGE GRAVEL PIT.  THE MARK
 MD1675'PROJECTS ABOUT 3 INCHES AND THE DISK IS
 MD1675'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
 MD1675'PROJECTS ABOUT ONE FOOT AND THE DISK 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
 MD1675'FEET EAST OF THE APPROXIMATE CENTER OF THE ROAD.  THE MARK PROJECTS
 MD1675'ABOUT 6 INCHES AND THE DISK IS
 MD1675'STAMPED MONOQUET NO 2 1947.
 MD1675'
 MD1675'AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION NEAR THE ENTRANCE TO
 MD1675'THE GRAVEL PIT.  IT IS 40 FEET
 MD1675'EAST OF THE APPROXIMATE CENTER OF THE ROAD, ONE FOOT WEST OF A WHITE
 MD1675'WITNESS POST AND 0.5 FEET NORTH OF AN
 MD1675'EAST-WEST FENCE LINE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 MD1675'THE DISK 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
 MD1675'WHERE HIGHWAY 30 TURNS LEFT AND A PAVED ROAD RIGHT, TURN RIGHT AND GO
 MD1675'0.9 MILE TO A FORK JUST AFTER
 MD1675'CROSSING IRON BRIDGE, TAKE RIGHT FORK AND GO 0.25 MILE
 MD1675'TO A BOARD GATE ON THE RIGHT AND THE AZIMUTH
 MD1675'MARK, CONTINUE STRAIGHT AHEAD FOR 0.2 MILE
 MD1675'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'RECOVERED BY ELM MARTIN MARIETTA CORPORATION RESPONSIBLE FOR DATA
 MD1675'
 MD1675'STATION NOT RECOVERED.  QUARRY HAS CONSUMED
 MD1675'AREA OF STATION.
 MD1675'AZIMUTH MARK RECOVERED AT 2 FEET 4 INCHES EAST
 MD1675'OF A WITNESS POST AND 1.5 FT. NORTH
 MD1675'OF AN
 MD1675'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
 MD1675'WAY OR 90 DEGREES FROM ITS ORIGINAL POSITION.  THE DISK WAS
 MD1675'REMOVED AND SALVAGED FROM THE MARK.  DUE TO THIS THE STATION
 MD1675'SHOULD BE CONSIDERED DESTROYED.  A LOCAL RESIDENCE SHOWED
 MD1675'WHERE THE STATION WAS LOCATED BEFORE THE GRAVEL PIT WAS
 MD1675'EXTENDED.
 MD1675'
 MD1675'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 NORTH OF
 MD1675'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 = OCTOBER  6, 2006
 ME2232 ***********************************************************************
 ME2232  DESIGNATION -  MONROE
 ME2232  PID         -  ME2232
 ME2232  STATE/COUNTY-  IN/ST JOSEPH
 ME2232  USGS QUAD   -  SOUTH BEND EAST (1992)
 ME2232
 ME2232                         *CURRENT SURVEY CONTROL
 ME2232  ___________________________________________________________________
 ME2232* NAD 83(1997)-  41 38 25.33073(N)    086 14 39.88410(W)     ADJUSTED  
 ME2232* NAVD 88     -       252.     (meters)     827.     (feet)  SCALED    
 ME2232  ___________________________________________________________________
 ME2232  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 ME2232  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 ME2232
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2232
 ME2232.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2232.See file dsdata.txt to determine how the superseded data were derived.
 ME2232
 ME2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6292710124(NAD 83)
 ME2232_MARKER: DS = TRIANGULATION STATION DISK
 ME2232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2435 ***********************************************************************
 LB2435  DESIGNATION -  MONROE
 LB2435  PID         -  LB2435
 LB2435  STATE/COUNTY-  IN/CASS
 LB2435  USGS QUAD   -  LUCERNE (1986)
 LB2435
 LB2435                         *CURRENT SURVEY CONTROL
 LB2435  ___________________________________________________________________
 LB2435* NAD 83(1997)-  40 51 22.94346(N)    086 24 12.06182(W)     ADJUSTED  
 LB2435* NAVD 88     -       243.19   (+/-2cm)     797.9    (feet)  VERTCON   
 LB2435  ___________________________________________________________________
 LB2435  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 LB2435  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 LB2435
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2435
 LB2435.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2435
 LB2435.The geoid height was determined by GEOID03.
 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     -   0.99996716  x   1.00001413  =   0.99998129
 LB2435!SPC IN W     -   0.99996716  x   1.00000711  =   0.99997427
 LB2435!UTM  16      -   0.99996716  x   0.99963113  =   0.99959830
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  243.30   (m)          798.2    (f) LEVELING    3  
 LB2435
 LB2435.Superseded values are not recommended for survey control.
 LB2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2435.See file dsdata.txt to determine how the superseded data were derived.
 LB2435
 LB2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5028822985(NAD 83)
 LB2435_MARKER: N = NAIL
 LB2435_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 LB2555 ***********************************************************************
 LB2555  DESIGNATION -  MONROE
 LB2555  PID         -  LB2555
 LB2555  STATE/COUNTY-  IN/TIPPECANOE
 LB2555  USGS QUAD   -  MULBERRY (1980)
 LB2555
 LB2555                         *CURRENT SURVEY CONTROL
 LB2555  ___________________________________________________________________
 LB2555* NAD 83(1997)-  40 17 14.74438(N)    086 44 11.50526(W)     ADJUSTED  
 LB2555* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 LB2555  ___________________________________________________________________
 LB2555  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 LB2555  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 LB2555
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2555
 LB2555.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2555.See file dsdata.txt to determine how the superseded data were derived.
 LB2555
 LB2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2239559693(NAD 83)
 LB2555_MARKER: DS = TRIANGULATION STATION DISK
 LB2555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2555_STAMPING: MONROE 1948
 LB2555_PROJECTION: FLUSH
 LB2555_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA2405 ***********************************************************************
 LA2405  DESIGNATION -  MONROE
 LA2405  PID         -  LA2405
 LA2405  STATE/COUNTY-  IN/ADAMS
 LA2405  USGS QUAD   -  DECATUR (1992)
 LA2405
 LA2405                         *CURRENT SURVEY CONTROL
 LA2405  ___________________________________________________________________
 LA2405* NAD 83(1997)-  40 45 58.38078(N)    084 56 13.64641(W)     ADJUSTED  
 LA2405* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 LA2405  ___________________________________________________________________
 LA2405  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 LA2405  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 LA2405
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2405
 LA2405.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2405.See file dsdata.txt to determine how the superseded data were derived.
 LA2405
 LA2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7410814853(NAD 83)
 LA2405_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2405_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 LA2405'U.S. HIGHWAY 27 AND 22 FEET SOUTHWEST OF A 4 INCH X 4 INCH WHITE
 LA2405'WITNESS POST.
 LA2405'
 LA2405'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 LA2405'HIGHWAY 124 ABOUT 1 MILE
 LA2405'WEST OF MONROE, GO NORTH ON U.S. HIGHWAY 27 FOR 1.45 MILES TO THE
 LA2405'AZIMUTH MARK ON THE LEFT AS
 LA2405'DESCRIBED, CONTINUE NORTH ON THE HIGHWAY FOR 0.3 MILE TO THE STATION
 LA2405'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,
 LA2405'AND THE DISK IS STAMPED MONROE NO 1 1955.
 LA2405'
 LA2405'REFERENCE MARK 2 IS 47 FEET WEST OF THE CENTER OF THE HIGHWAY, 2 FEET
 LA2405'NORTHEAST OF A TELEPHONE POLE
 LA2405'AND 1 FOOT EAST OF A FENCE.  THE MARK IS FLUSH WITH THE GROUND, AND
 LA2405'THE DISK IS STAMPED MONROE NO 2
 LA2405'1955.
 LA2405'
 LA2405'THE AZIMUTH MARK IS 98 FEET NORTHWEST OF A CONCRETE CULVERT, 46 FEET
 LA2405'WEST OF THE CENTER OF U.S.
 LA2405'HIGHWAY 27, 2 FEET SOUTHEAST OF A 4 INCH X 4 INCH WHITE WITNESS POST
 LA2405'AND 1 FOOT EAST OF A TELEPHONE POLE.  THE
 LA2405'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2405'MONROE 1955.
 LA2405'*
 LA2405'HEIGHT OF LIGHT
 LA2405'ABOVE STATION MARK 30 METERS.
 LA2405
 LA2405                          STATION RECOVERY (1963)
 LA2405
 LA2405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2405'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 LA2405'DESCRIBED.
 LA2405'
 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
 LA2405'A MILE DUE W OF CENTER OF MONROE TO TOP OF HILL AND STATION ON
 LA2405'RIGHT, 94 FEET ESE OF NO. 104/782 CREOSOTED POWER POLE, 36-1/2
 LA2405'FEET E OF CENTER LINE OF 24-FOOT ASPHALT HWY. PAVEMENT, 1.0 FEET
 LA2405'LOWER THAN SAME, 22-1/2 FEET SW OF NO. 1205 TELEPHONE POLE,
 LA2405'STANDARD DISKS STAMPED MONROE 1955 ARE SET IN MARKS WITH THE
 LA2405'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
 LA2405'A 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
 LA2405'1.9 FEET N OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1946 ***********************************************************************
 JA1946  DESIGNATION -  MONROE CITY MUNICIPAL TANK
 JA1946  PID         -  JA1946
 JA1946  STATE/COUNTY-  IN/KNOX
 JA1946  USGS QUAD   -  MONROE CITY (1980)
 JA1946
 JA1946                         *CURRENT SURVEY CONTROL
 JA1946  ___________________________________________________________________
 JA1946* NAD 83(1997)-  38 36 45.48495(N)    087 21 00.20357(W)     ADJUSTED  
 JA1946* NAVD 88     -                                                        
 JA1946  ___________________________________________________________________
 JA1946  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 JA1946  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 JA1946
 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
 JA1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1946
 JA1946.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1946
 JA1946  NAD 83(1986)-  38 36 45.49371(N)    087 21 00.20265(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1946.See file dsdata.txt to determine how the superseded data were derived.
 JA1946
 JA1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH6952373850(NAD 83)
 JA1946_MARKER: 51 = 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 = OCTOBER  6, 2006
 JA1947 ***********************************************************************
 JA1947  DESIGNATION -  MONROE CITY TEL CO MICROWAVE
 JA1947  PID         -  JA1947
 JA1947  STATE/COUNTY-  IN/KNOX
 JA1947  USGS QUAD   -  MONROE CITY (1980)
 JA1947
 JA1947                         *CURRENT SURVEY CONTROL
 JA1947  ___________________________________________________________________
 JA1947* NAD 83(1997)-  38 36 56.97496(N)    087 22 06.28832(W)     ADJUSTED  
 JA1947* NAVD 88     -                                                        
 JA1947  ___________________________________________________________________
 JA1947  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 JA1947  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 JA1947
 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
 JA1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1947
 JA1947.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1947
 JA1947  NAD 83(1986)-  38 36 56.98375(N)    087 22 06.28756(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1947.See file dsdata.txt to determine how the superseded data were derived.
 JA1947
 JA1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH6792774210(NAD 83)
 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 = OCTOBER  6, 2006
 LA2388 ***********************************************************************
 LA2388  DESIGNATION -  MONROE MUNICIPAL TANK
 LA2388  PID         -  LA2388
 LA2388  STATE/COUNTY-  IN/ADAMS
 LA2388  USGS QUAD   -  BERNE (1994)
 LA2388
 LA2388                         *CURRENT SURVEY CONTROL
 LA2388  ___________________________________________________________________
 LA2388* NAD 83(1997)-  40 44 26.21830(N)    084 56 19.91769(W)     ADJUSTED  
 LA2388* NAVD 88     -                                                        
 LA2388  ___________________________________________________________________
 LA2388  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 LA2388  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 LA2388
 LA2388  HORZ ORDER  -  THIRD
 LA2388
 LA2388.The horizontal coordinates were established by classical geodetic methods
 LA2388.and adjusted by the National Geodetic Survey in May 1999..
 LA2388
 LA2388
 LA2388.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2388
 LA2388.The geoid height was determined by GEOID03.
 LA2388
 LA2388;                    North         East     Units Scale Factor Converg.
 LA2388;SPC IN E     -   610,009.030   161,471.264   MT  1.00001316   +0 28 30.0
 LA2388;SPC IN E     - 2,001,337.96    529,760.31   sFT  1.00001316   +0 28 30.0
 LA2388;UTM  16      - 4,512,007.008   674,027.935   MT  0.99997278   +1 20 43.8
 LA2388
 LA2388                          SUPERSEDED SURVEY CONTROL
 LA2388
 LA2388  NAD 83(1995)-  40 44 26.21842(N)    084 56 19.91983(W) AD(       ) 4
 LA2388  NAD 83(1986)-  40 44 26.22064(N)    084 56 19.93319(W) AD(       ) 4
 LA2388  NAD 27      -  40 44 26.05000(N)    084 56 20.05700(W) AD(       ) 3
 LA2388
 LA2388.Superseded values are not recommended for survey control.
 LA2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2388.See file dsdata.txt to determine how the superseded data were derived.
 LA2388
 LA2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7402812007(NAD 83)
 LA2388
 LA2388  HISTORY     - Date     Condition        Report By
 LA2388  HISTORY     - 1955     MONUMENTED       CGS
 LA2388  HISTORY     - 1963     GOOD             CGS
 LA2388  HISTORY     - 20030703 MARK NOT FOUND   GEOCAC
 LA2388
 LA2388                          STATION DESCRIPTION
 LA2388
 LA2388'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2388'THE STATION IS LOCATED IN THE SOUTHERN EDGE OF THE TOWN OF MONROE IN
 LA2388'A BARE FIELD.  IT IS 100
 LA2388'FEET EAST OF THE RAILROAD TRACKS AND 150 FEET SOUTH OF A WIRE
 LA2388'FENCE.
 LA2388'
 LA2388'IT IS A FOUR LEGGED STEEL STRUCTURE PAINTED SILVER WITH THE LEGEND
 LA2388'MONROE PAINTED ON THE
 LA2388'SIDE.
 LA2388'
 LA2388'THE POINT OBSERVED WAS THE APEX OF THE TANK.
 LA2388
 LA2388                          STATION RECOVERY (1963)
 LA2388
 LA2388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2388'RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY DESCRIBED,
 LA2388'ABOUT 0.35 MILE S OF NO. 124 INDIANA HWY. WHICH IS THE MAIN E-W
 LA2388'STREET IN MONROE, ABOUT 48 YARDS E OF THE BRANCH LINE OF THE
 LA2388'PENNSYLVANIA RAILROAD, A 4-LEGGED STEEL TANK, AND ESTIMATED 140
 LA2388'FEET HIGH ON THE PRESENT S EDGE OF TOWN.
 LA2388
 LA2388                          STATION RECOVERY (2003)
 LA2388
 LA2388'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 LA2388'THE TANK IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2397 ***********************************************************************
 LA2397  DESIGNATION -  MONROEVILLE
 LA2397  PID         -  LA2397
 LA2397  STATE/COUNTY-  IN/ALLEN
 LA2397  USGS QUAD   -  DIXON (1994)
 LA2397
 LA2397                         *CURRENT SURVEY CONTROL
 LA2397  ___________________________________________________________________
 LA2397* NAD 83(1997)-  40 57 52.59574(N)    084 51 45.34612(W)     ADJUSTED  
 LA2397* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 LA2397  ___________________________________________________________________
 LA2397  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 LA2397  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 LA2397
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2397
 LA2397.The geoid height was determined by GEOID03.
 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;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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2397.See file dsdata.txt to determine how the superseded data were derived.
 LA2397
 LA2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7986137028(NAD 83)
 LA2397_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 LA2397'SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY 101 AND A GRAVEL
 LA2397'CROSSROAD, 52 FEET EAST OF THE CENTER OF
 LA2397'THE HIGHWAY, 27 FEET SOUTH OF THE CENTER OF THE GRAVEL
 LA2397'ROAD, 16 FEET SOUTHEAST OF A FENCE CORNER AND 14
 LA2397'FEET SOUTHEAST OF A WHITE WITNESS POST.
 LA2397'THE MARK IS 10 INCHES BELOW GROUND LEVEL AND THE DISK IS STAMPED
 LA2397'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
 LA2397'SOUTH OF THE CENTER OF THE GRAVEL ROAD, AND 1 FOOT SOUTH OF AN EAST-
 LA2397'WEST FENCE LINE.  THE MARK IS
 LA2397'FLUSH 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
 LA2397'HIGHWAY, 1 FOOT EAST OF A TELEPHONE POLE, AND 1 FOOT EAST OF A
 LA2397'NORTH-SOUTH FENCE LINE.  THE MARK IS
 LA2397'FLUSH 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
 LA2397'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE WEST ABUTMENT OF A BOX
 LA2397'CULVERT, 15 FEET SOUTH OF A FENCE CORNER,
 LA2397'5 FEET NORTH OF A WHITE WITNESS POST, AND 1 FOOT
 LA2397'EAST OF A NORTH-SOUTH FENCE LINE.  THE MARK
 LA2397'PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LA2397'MONROEVILLE 1947.
 LA2397'
 LA2397'TO REACH THE STATION FROM THE CITIZEN STATE BANK IN MONROEVILLE GO
 LA2397'EAST AND SOUTH ON STATE HIGHWAY
 LA2397'101 FOR 0.85 MILE TO THE STATION ON THE LEFT, CONTINUE FOR 0.3 MILE
 LA2397'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
 LA2397'ESSENTIALLY AS ORIGINALLY DESCRIBED.  NO EVIDENCE OF THE AZIMUTH
 LA2397'MARK WAS FOUND, ITS DESCRIBED LOCATION FALLS NOW ON A LAWN THE
 LA2397'BUILDING OF WHICH 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
 LA2397'ST.-RAILROAD CROSSING, AT THE INTERSECTION OF THE HWY. AND FLAT
 LA2397'ROCK ROAD, IN THE OPPOSITE ANGLE THEREOF FROM SE CORNER OF A LARGE
 LA2397'CEMETERY, 52 FEET E OF CENTER LINE OF 18-FOOT ASPHALT HWY.
 LA2397'PAVEMENT, AND 27 FEET S OF CENTER LINE OF GRAVELED ROAD, STANDARD
 LA2397'DISKS STAMPED MONROEVILLE 1947 ARE SET IN MARKS WITH THE
 LA2397'UPPER MARK ABOUT 0.8 FOOT BELOW THE GROUND SURFACE.
 LA2397'
 LA2397'REFERENCE STAMPED MONROEVILLE NO 1 1947, PROJECTS 0.2 FOOT, IS
 LA2397'89.55 FEET OR 27.295 METERS E OF STATION, AND 16-1/2 FEET S OF
 LA2397'CENTER LINE 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
 LA2397'HWY. PAVEMENT, 0.5 FOOT HIGHER THAN SAME, 2.1 FEET SSE OF STEEL
 LA2397'WITNESS POST, AND 1-1/2 FEET NE OF TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2396 ***********************************************************************
 LA2396  DESIGNATION -  MONROEVILLE MUNICIPAL TANK
 LA2396  PID         -  LA2396
 LA2396  STATE/COUNTY-  IN/ALLEN
 LA2396  USGS QUAD   -  DIXON (1994)
 LA2396
 LA2396                         *CURRENT SURVEY CONTROL
 LA2396  ___________________________________________________________________
 LA2396* NAD 83(1997)-  40 58 29.78751(N)    084 52 07.93454(W)     ADJUSTED  
 LA2396* NAVD 88     -                                                        
 LA2396  ___________________________________________________________________
 LA2396  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 LA2396  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 LA2396
 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
 LA2396.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2396
 LA2396.The geoid height was determined by GEOID03.
 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;UTM  16      - 4,538,162.444   679,304.974   MT  0.99999571   +1 23 52.1
 LA2396
 LA2396                          SUPERSEDED SURVEY CONTROL
 LA2396
 LA2396  NAD 83(1995)-  40 58 29.78742(N)    084 52 07.93546(W) AD(       ) 4
 LA2396  NAD 83(1986)-  40 58 29.78948(N)    084 52 07.95006(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2396.See file dsdata.txt to determine how the superseded data were derived.
 LA2396
 LA2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7930538162(NAD 83)
 LA2396
 LA2396  HISTORY     - Date     Condition        Report By
 LA2396  HISTORY     - 1947     MONUMENTED       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 = OCTOBER  6, 2006
 LB0900 ***********************************************************************
 LB0900  DESIGNATION -  MONT C 1
 LB0900  PID         -  LB0900
 LB0900  STATE/COUNTY-  IN/MONTGOMERY
 LB0900  USGS QUAD   -  SHANNONDALE (1980)
 LB0900
 LB0900                         *CURRENT SURVEY CONTROL
 LB0900  ___________________________________________________________________
 LB0900* NAD 83(1986)-  40 02 55.     (N)    086 43 42.     (W)     SCALED    
 LB0900* NAVD 88     -       252.484  (meters)     828.36   (feet)  ADJUSTED  
 LB0900  ___________________________________________________________________
 LB0900  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 LB0900  DYNAMIC HT  -         252.347 (meters)     827.91  (feet)  COMP
 LB0900  MODELED GRAV-     980,078.7   (mgal)                       NAVD 88
 LB0900
 LB0900  VERT ORDER  -  SECOND    CLASS 0
 LB0900
 LB0900.The horizontal coordinates were scaled from a topographic map and have
 LB0900.an estimated accuracy of +/- 6 seconds.
 LB0900
 LB0900.The orthometric height was determined by differential leveling
 LB0900.and adjusted by the National Geodetic Survey in June 1991..
 LB0900
 LB0900.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0900.See file dsdata.txt to determine how the superseded data were derived.
 LB0900
 LB0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK231331(NAD 83)
 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             NGS
 LB0900
 LB0900                          STATION DESCRIPTION
 LB0900
 LB0900'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0909 ***********************************************************************
 LB0909  DESIGNATION -  MONT C 3
 LB0909  PID         -  LB0909
 LB0909  STATE/COUNTY-  IN/MONTGOMERY
 LB0909  USGS QUAD   -  DARLINGTON (1980)
 LB0909
 LB0909                         *CURRENT SURVEY CONTROL
 LB0909  ___________________________________________________________________
 LB0909* NAD 83(1986)-  40 02 49.     (N)    086 51 34.     (W)     SCALED    
 LB0909* NAVD 88     -       221.572  (meters)     726.94   (feet)  ADJUSTED  
 LB0909  ___________________________________________________________________
 LB0909  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 LB0909  DYNAMIC HT  -         221.452 (meters)     726.55  (feet)  COMP
 LB0909  MODELED GRAV-     980,080.7   (mgal)                       NAVD 88
 LB0909
 LB0909  VERT ORDER  -  SECOND    CLASS 0
 LB0909
 LB0909.The horizontal coordinates were scaled from a topographic map and have
 LB0909.an estimated accuracy of +/- 6 seconds.
 LB0909
 LB0909.The orthometric height was determined by differential leveling
 LB0909.and adjusted by the National Geodetic Survey in June 1991..
 LB0909
 LB0909.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0909.See file dsdata.txt to determine how the superseded data were derived.
 LB0909
 LB0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK119329(NAD 83)
 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             NGS
 LB0909
 LB0909                          STATION DESCRIPTION
 LB0909
 LB0909'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0910 ***********************************************************************
 LB0910  DESIGNATION -  MONT C 5
 LB0910  PID         -  LB0910
 LB0910  STATE/COUNTY-  IN/MONTGOMERY
 LB0910  USGS QUAD   -  CRAWFORDSVILLE (1992)
 LB0910
 LB0910                         *CURRENT SURVEY CONTROL
 LB0910  ___________________________________________________________________
 LB0910* NAD 83(1986)-  40 02 50.     (N)    086 52 32.     (W)     SCALED    
 LB0910* NAVD 88     -       230.616  (meters)     756.61   (feet)  ADJUSTED  
 LB0910  ___________________________________________________________________
 LB0910  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 LB0910  DYNAMIC HT  -         230.491 (meters)     756.20  (feet)  COMP
 LB0910  MODELED GRAV-     980,080.7   (mgal)                       NAVD 88
 LB0910
 LB0910  VERT ORDER  -  SECOND    CLASS 0
 LB0910
 LB0910.The horizontal coordinates were scaled from a topographic map and have
 LB0910.an estimated accuracy of +/- 6 seconds.
 LB0910
 LB0910.The orthometric height was determined by differential leveling
 LB0910.and adjusted by the National Geodetic Survey in June 1991..
 LB0910
 LB0910.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0910.See file dsdata.txt to determine how the superseded data were derived.
 LB0910
 LB0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK106330(NAD 83)
 LB0910_MARKER: DD = SURVEY DISK
 LB0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0910_SP_SET: 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             NGS
 LB0910
 LB0910                          STATION DESCRIPTION
 LB0910
 LB0910'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0902 ***********************************************************************
 LB0902  DESIGNATION -  MONT C 8
 LB0902  PID         -  LB0902
 LB0902  STATE/COUNTY-  IN/MONTGOMERY
 LB0902  USGS QUAD   -  DARLINGTON (1980)
 LB0902
 LB0902                         *CURRENT SURVEY CONTROL
 LB0902  ___________________________________________________________________
 LB0902* NAD 83(1986)-  40 02 43.     (N)    086 45 26.     (W)     SCALED    
 LB0902* NAVD 88     -       252.406  (meters)     828.10   (feet)  ADJUSTED  
 LB0902  ___________________________________________________________________
 LB0902  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 LB0902  DYNAMIC HT  -         252.270 (meters)     827.66  (feet)  COMP
 LB0902  MODELED GRAV-     980,079.4   (mgal)                       NAVD 88
 LB0902
 LB0902  VERT ORDER  -  SECOND    CLASS 0
 LB0902
 LB0902.The horizontal coordinates were scaled from a topographic map and have
 LB0902.an estimated accuracy of +/- 6 seconds.
 LB0902
 LB0902.The orthometric height was determined by differential leveling
 LB0902.and adjusted by the National Geodetic Survey in June 1991..
 LB0902
 LB0902.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0902.See file dsdata.txt to determine how the superseded data were derived.
 LB0902
 LB0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK207328(NAD 83)
 LB0902_MARKER: DD = SURVEY DISK
 LB0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0902_SP_SET: 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             NGS
 LB0902
 LB0902                          STATION DESCRIPTION
 LB0902
 LB0902'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME2317 ***********************************************************************
 ME2317  DESIGNATION -  MONTEREY ST ANNS CATH CH SPIRE
 ME2317  PID         -  ME2317
 ME2317  STATE/COUNTY-  IN/PULASKI
 ME2317  USGS QUAD   -  CULVER (1980)
 ME2317
 ME2317                         *CURRENT SURVEY CONTROL
 ME2317  ___________________________________________________________________
 ME2317* NAD 83(1997)-  41 09 19.32178(N)    086 28 55.35155(W)     ADJUSTED  
 ME2317* NAVD 88     -                                                        
 ME2317  ___________________________________________________________________
 ME2317  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 ME2317  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME2317
 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
 ME2317.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2317
 ME2317.The geoid height was determined by GEOID03.
 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;SPC IN E     -   656,132.475    31,561.549   MT  1.00002429   -0 32 11.8
 ME2317;SPC IN E     - 2,152,661.30    103,548.18   sFT  1.00002429   -0 32 11.8
 ME2317;UTM  16      - 4,556,133.800   543,458.682   MT  0.99962324   +0 20 27.2
 ME2317
 ME2317                          SUPERSEDED SURVEY CONTROL
 ME2317
 ME2317  NAD 83(1986)-  41 09 19.32927(N)    086 28 55.35976(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2317.See file dsdata.txt to determine how the superseded data were derived.
 ME2317
 ME2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4345956134(NAD 83)
 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 = OCTOBER  6, 2006
 LB2443 ***********************************************************************
 LB2443  DESIGNATION -  MONTGOMERY
 LB2443  PID         -  LB2443
 LB2443  STATE/COUNTY-  IN/CASS
 LB2443  USGS QUAD   -  GRASS CREEK (1977)
 LB2443
 LB2443                         *CURRENT SURVEY CONTROL
 LB2443  ___________________________________________________________________
 LB2443* NAD 83(1997)-  40 54 26.10979(N)    086 24 13.87835(W)     ADJUSTED  
 LB2443* NAVD 88     -       238.67   (+/-2cm)     783.0    (feet)  VERTCON   
 LB2443  ___________________________________________________________________
 LB2443  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 LB2443  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 LB2443
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2443
 LB2443.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2443
 LB2443.The geoid height was determined by GEOID03.
 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  =   0.99998198
 LB2443!SPC IN W     -   0.99996786  x   1.00000699  =   0.99997485
 LB2443!UTM  16      -   0.99996786  x   0.99963102  =   0.99959889
 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  NGVD 29 (07/19/86)  238.79   (m)          783.4    (f) LEVELING    3  
 LB2443
 LB2443.Superseded values are not recommended for survey control.
 LB2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2443.See file dsdata.txt to determine how the superseded data were derived.
 LB2443
 LB2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5020728632(NAD 83)
 LB2443_MARKER: DS = TRIANGULATION STATION DISK
 LB2443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1941 ***********************************************************************
 JA1941  DESIGNATION -  MONTGOMERY ST MICHAELS CATH CH
 JA1941  PID         -  JA1941
 JA1941  STATE/COUNTY-  IN/DAVIESS
 JA1941  USGS QUAD   -  MONTGOMERY (1984)
 JA1941
 JA1941                         *CURRENT SURVEY CONTROL
 JA1941  ___________________________________________________________________
 JA1941* NAD 83(1997)-  38 39 52.57011(N)    087 02 47.68720(W)     ADJUSTED  
 JA1941* NAVD 88     -                                                        
 JA1941  ___________________________________________________________________
 JA1941  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 JA1941  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 JA1941
 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
 JA1941.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1941
 JA1941.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1941
 JA1941  NAD 83(1986)-  38 39 52.57756(N)    087 02 47.68844(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1941.See file dsdata.txt to determine how the superseded data were derived.
 JA1941
 JA1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9594879559(NAD 83)
 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 = OCTOBER  6, 2006
 LB2623 ***********************************************************************
 LB2623  DESIGNATION -  MONTICELLO
 LB2623  PID         -  LB2623
 LB2623  STATE/COUNTY-  IN/WHITE
 LB2623  USGS QUAD   -  IDAVILLE (1977)
 LB2623
 LB2623                         *CURRENT SURVEY CONTROL
 LB2623  ___________________________________________________________________
 LB2623* NAD 83(1997)-  40 45 06.69486(N)    086 44 47.84548(W)     ADJUSTED  
 LB2623* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 LB2623  ___________________________________________________________________
 LB2623  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 LB2623  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 LB2623
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2623
 LB2623.The geoid height was determined by GEOID03.
 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     -   0.99997269  x   0.99997661  =   0.99994930
 LB2623!UTM  16      -   0.99997269  x   0.99960563  =   0.99957833
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2623.See file dsdata.txt to determine how the superseded data were derived.
 LB2623
 LB2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2138911243(NAD 83)
 LB2623_MARKER: DS = TRIANGULATION STATION DISK
 LB2623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2640 ***********************************************************************
 LB2640  DESIGNATION -  MONTICELLO CO CTHSE CLOCKTOWER
 LB2640  PID         -  LB2640
 LB2640  STATE/COUNTY-  IN/WHITE
 LB2640  USGS QUAD   -  MONTICELLO SOUTH (1987)
 LB2640
 LB2640                         *CURRENT SURVEY CONTROL
 LB2640  ___________________________________________________________________
 LB2640* NAD 83(1997)-  40 44 42.55203(N)    086 45 44.51120(W)     ADJUSTED  
 LB2640* NAVD 88     -                                                        
 LB2640  ___________________________________________________________________
 LB2640  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 LB2640  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 LB2640
 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
 LB2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2640
 LB2640.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2640
 LB2640  NAD 83(1986)-  40 44 42.55782(N)    086 45 44.52103(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2640.See file dsdata.txt to determine how the superseded data were derived.
 LB2640
 LB2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2006210494(NAD 83)
 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 = OCTOBER  6, 2006
 LB2642 ***********************************************************************
 LB2642  DESIGNATION -  MONTICELLO CONDO JUNK YARD STK
 LB2642  PID         -  LB2642
 LB2642  STATE/COUNTY-  IN/WHITE
 LB2642  USGS QUAD   -  MONTICELLO SOUTH (1987)
 LB2642
 LB2642                         *CURRENT SURVEY CONTROL
 LB2642  ___________________________________________________________________
 LB2642* NAD 83(1997)-  40 44 55.08989(N)    086 45 44.99346(W)     ADJUSTED  
 LB2642* NAVD 88     -                                                        
 LB2642  ___________________________________________________________________
 LB2642  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 LB2642  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 LB2642
 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
 LB2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2642
 LB2642.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2642
 LB2642  NAD 83(1986)-  40 44 55.09445(N)    086 45 45.00670(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2642.See file dsdata.txt to determine how the superseded data were derived.
 LB2642
 LB2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2005010881(NAD 83)
 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 = OCTOBER  6, 2006
 LB2643 ***********************************************************************
 LB2643  DESIGNATION -  MONTICELLO MUNICIPAL STANDPIPE
 LB2643  PID         -  LB2643
 LB2643  STATE/COUNTY-  IN/WHITE
 LB2643  USGS QUAD   -  MONTICELLO SOUTH (1987)
 LB2643
 LB2643                         *CURRENT SURVEY CONTROL
 LB2643  ___________________________________________________________________
 LB2643* NAD 83(1997)-  40 44 52.28413(N)    086 45 38.23524(W)     ADJUSTED  
 LB2643* NAVD 88     -                                                        
 LB2643  ___________________________________________________________________
 LB2643  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 LB2643  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 LB2643
 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
 LB2643.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2643
 LB2643.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2643
 LB2643  NAD 83(1986)-  40 44 52.28931(N)    086 45 38.24655(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2643.See file dsdata.txt to determine how the superseded data were derived.
 LB2643
 LB2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2020910795(NAD 83)
 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 = OCTOBER  6, 2006
 LB2661 ***********************************************************************
 LB2661  DESIGNATION -  MONTICELLO N IND PUB SERV MAST
 LB2661  PID         -  LB2661
 LB2661  STATE/COUNTY-  IN/WHITE
 LB2661  USGS QUAD   -  MONTICELLO NORTH (1986)
 LB2661
 LB2661                         *CURRENT SURVEY CONTROL
 LB2661  ___________________________________________________________________
 LB2661* NAD 83(1997)-  40 45 15.71466(N)    086 45 59.02577(W)     ADJUSTED  
 LB2661* NAVD 88     -                                                        
 LB2661  ___________________________________________________________________
 LB2661  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 LB2661  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 LB2661
 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
 LB2661.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2661
 LB2661.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2661
 LB2661  NAD 83(1986)-  40 45 15.72044(N)    086 45 59.03571(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2661.See file dsdata.txt to determine how the superseded data were derived.
 LB2661
 LB2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1971911516(NAD 83)
 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 = OCTOBER  6, 2006
 LA2034 ***********************************************************************
 LA2034  DESIGNATION -  MONTPELIER MUNICIPAL TANK
 LA2034  PID         -  LA2034
 LA2034  STATE/COUNTY-  IN/BLACKFORD
 LA2034  USGS QUAD   -  MONTPELIER (1962)
 LA2034
 LA2034                         *CURRENT SURVEY CONTROL
 LA2034  ___________________________________________________________________
 LA2034* NAD 83(1997)-  40 33 09.08251(N)    085 16 29.20494(W)     ADJUSTED  
 LA2034* NAVD 88     -                                                        
 LA2034  ___________________________________________________________________
 LA2034  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 LA2034  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 LA2034
 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
 LA2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2034
 LA2034.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2034
 LA2034  NAD 83(1995)-  40 33 09.08258(N)    085 16 29.21025(W) AD(       ) 4
 LA2034  NAD 83(1986)-  40 33 09.08512(N)    085 16 29.21948(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2034.See file dsdata.txt to determine how the superseded data were derived.
 LA2034
 LA2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4607490515(NAD 83)
 LA2034
 LA2034  HISTORY     - Date     Condition        Report By
 LA2034  HISTORY     - 1955     MONUMENTED       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 = OCTOBER  6, 2006
 LA2032 ***********************************************************************
 LA2032  DESIGNATION -  MONTPELIER RESET
 LA2032  PID         -  LA2032
 LA2032  STATE/COUNTY-  IN/BLACKFORD
 LA2032  USGS QUAD   -  MONTPELIER (1962)
 LA2032
 LA2032                         *CURRENT SURVEY CONTROL
 LA2032  ___________________________________________________________________
 LA2032* NAD 83(1997)-  40 33 05.52006(N)    085 16 38.20788(W)     ADJUSTED  
 LA2032* NAVD 88     -       266.     (meters)     873.     (feet)  SCALED    
 LA2032  ___________________________________________________________________
 LA2032  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 LA2032  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 LA2032
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2032
 LA2032.The geoid height was determined by GEOID03.
 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  =   0.99982553
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2032.See file dsdata.txt to determine how the superseded data were derived.
 LA2032
 LA2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4586490401(NAD 83)
 LA2032_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2032_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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     SEE DESCRIPTION  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
 LA2032'IN THE SOUTHERN EDGE OF MONTPELIER.  IT IS 90 FEET WEST OF THE CENTER
 LA2032'OF A SIDE STREET, 77 FEET
 LA2032'NORTHEAST OF THE NORTHWEST CORNER OF THE SCHOOLHOUSE, 67
 LA2032'FEET NORTHEAST OF THE CENTER OF THE NORTH
 LA2032'ENTRANCE DOOR OF THE SCHOOLHOUSE AND 54 FEET
 LA2032'SOUTH 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
 LA2032'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
 LA2032'SIDEWALK.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA2032'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
 LA2032'CENTER OF MONROE STREET.  IT IS A STANDARD DISK CEMENTED IN A DRILL
 LA2032'HOLE AT THE WEST EDGE OF THE
 LA2032'SIDEWALK LEADING TO THE SCHOOLHOUSE.  THE MARK IS FLUSH WITH
 LA2032'THE SIDEWALK, AND THE DISK IS STAMPED
 LA2032'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
 LA2032'OF TWO TRANSFORMER POWERLINE POLES AND 1 FOOT NORTH OF A 4 IN BY 4 IN
 LA2032'WHITE WITNESS POST.  THE MARK
 LA2032'PROJECTS 3 INCHES, AND THE DISK IS STAMPED MONTPELIER
 LA2032'1955
 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
 LA2032'
 LA2032'THE AZIMUTH MARK WAS ACCIDENTALLY DESTROYED WHILE CLEARING AN
 LA2032'ABANDONED LOT.  THE
 LA2032'MARK WAS FORWARDED TO THIS OFFICE BY 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
 LA2032'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
 LA2032'OF STATION MARK.  R.M. 1 AND R.M. 2 ARE IN GOOD CONDITION AS
 LA2032'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
 LA2032'A NEW WALK.  THE AZIMUTH MARK WAS DESTROYED BY GRADING IN 1957
 LA2032'ALSO.  THERE WAS NO OBJECT FROM WHICH TO SET A NEW AZIMUTH MARK
 LA2032'FROM NOR TO TIE THE REFERENCE MARK TO.  REFERENCE MARKS 3 AND 4
 LA2032'WERE SET ALONG WITH A NEW SURFACE STATION MARK.  A NEW DESCRIPTION
 LA2032'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, 11 FEET NORTH OF
 LA2032'THE NORTH CURB OF DRIVE AT NORTH SIDE OF SCHOOL, 90 FEET WEST OF THE
 LA2032'CENTERLINE OF ADAMS STREET, 54 FEET SOUTH OF THE CENTERLINE OF
 LA2032'MONROE STREET, 77 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 LA2032'SCHOOL, AND 67 FEET NORTHEAST OF THE CENTER OF THE NORTH ENTRANCE
 LA2032'TO THE SCHOOL.  THE MONUMENT IS FLUSH AND THE DISK IS
 LA2032'STAMPED 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
 LA2032'7 FEET EAST OF THE CENTERLINE OF WALK TO THE NORTH ENTRANCE TO
 LA2032'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
 LA2032'OF 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 = OCTOBER  6, 2006
 LB2139 ***********************************************************************
 LB2139  CBN         -  This is a Cooperative Base Network Control Station.
 LB2139  DESIGNATION -  MOODY
 LB2139  PID         -  LB2139
 LB2139  STATE/COUNTY-  IN/JASPER
 LB2139  USGS QUAD   -  MC COYSBURG (1962)
 LB2139
 LB2139                         *CURRENT SURVEY CONTROL
 LB2139  ___________________________________________________________________
 LB2139* NAD 83(1997)-  40 59 33.47977(N)    087 04 01.13507(W)     ADJUSTED  
 LB2139* NAVD 88     -       223.0    (meters)     732.     (feet)  GPS OBS   
 LB2139  ___________________________________________________________________
 LB2139  X           -     246,697.029 (meters)                     COMP
 LB2139  Y           -  -4,814,954.960 (meters)                     COMP
 LB2139  Z           -   4,161,929.968 (meters)                     COMP
 LB2139  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 LB2139  ELLIP HEIGHT-         189.39  (meters)          (04/10/98) GPS OBS
 LB2139  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 LB2139
 LB2139  HORZ ORDER  -  B
 LB2139  ELLP ORDER  -  FOURTH    CLASS I
 LB2139
 LB2139.The horizontal coordinates were established by GPS observations
 LB2139.and adjusted by the National Geodetic Survey in April 1998..
 LB2139
 LB2139.The orthometric height was determined by GPS observations and a
 LB2139.high-resolution geoid model.
 LB2139
 LB2139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2139
 LB2139.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2139
 LB2139.The ellipsoidal height was determined by GPS observations
 LB2139.and is referenced to NAD 83.
 LB2139
 LB2139.The geoid height was determined by GEOID03.
 LB2139
 LB2139;                    North         East     Units Scale Factor Converg.
 LB2139;SPC IN W     -   637,740.249   901,375.833   MT  0.99996669   +0 00 38.6
 LB2139;SPC IN W     - 2,092,319.47  2,957,263.88   sFT  0.99996669   +0 00 38.6
 LB2139;UTM  16      - 4,537,941.446   494,366.087   MT  0.99960039   -0 02 38.2
 LB2139
 LB2139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2139!SPC IN W     -   0.99997029  x   0.99996669  =   0.99993698
 LB2139!UTM  16      -   0.99997029  x   0.99960039  =   0.99957070
 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                                        2201130.0 |
 LB2139| LB2156 RENSSELAER ST JOSEPH COLL TANK      APPROX.11.1 KM 2232827.9 |
 LB2139| LB2153 RENSSELAER ST JOSEPH COLL STK       APPROX.11.1 KM 2235914.0 |
 LB2139| LB2155 RENSSELAER CO CTHSE CLOCKTOWER      APPROX. 9.5 KM 2281611.2 |
 LB2139| LB2150 RENSSELAER MUNICIPAL TANK           APPROX. 9.4 KM 2312246.1 |
 LB2139| CM3192 MOODY RM 2                           29.314 METERS 29722     |
 LB2139|---------------------------------------------------------------------|
 LB2139
 LB2139                          SUPERSEDED SURVEY CONTROL
 LB2139
 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 (07/19/86)  222.99   (m)          731.6    (f) LEVELING    3  
 LB2139
 LB2139.Superseded values are not recommended for survey control.
 LB2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2139.See file dsdata.txt to determine how the superseded data were derived.
 LB2139
 LB2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9436637941(NAD 83)
 LB2139_MARKER: DS = TRIANGULATION STATION DISK
 LB2139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2139_STAMPING: MOODY 1947
 LB2139_MARK LOGO: CGS   
 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 = OCTOBER  6, 2006
 JA0771 ***********************************************************************
 JA0771  DESIGNATION -  MOORE
 JA0771  PID         -  JA0771
 JA0771  STATE/COUNTY-  IN/LAWRENCE
 JA0771  USGS QUAD   -  GEORGIA (1993)
 JA0771
 JA0771                         *CURRENT SURVEY CONTROL
 JA0771  ___________________________________________________________________
 JA0771* NAD 83(1997)-  38 43 43.50087(N)    086 30 28.07367(W)     ADJUSTED  
 JA0771* NAVD 88     -       251.987  (meters)     826.73   (feet)  ADJUSTED  
 JA0771  ___________________________________________________________________
 JA0771  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 JA0771  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JA0771  DYNAMIC HT  -         251.824 (meters)     826.19  (feet)  COMP
 JA0771  MODELED GRAV-     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
 JA0771.and adjusted by the National Geodetic Survey in June 1991..
 JA0771
 JA0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0771
 JA0771.The geoid height was determined by GEOID03.
 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;                    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;SPC IN E     -   386,720.969    26,860.273   MT  1.00003252   -0 31 34.6
 JA0771;SPC IN E     - 1,268,767.05     88,124.08   sFT  1.00003252   -0 31 34.6
 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     -   0.99996565  x   0.99999750  =   0.99996315
 JA0771!SPC IN E     -   0.99996565  x   1.00003252  =   0.99999817
 JA0771!UTM  16      -   0.99996565  x   0.99962254  =   0.99958820
 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
 JA0771.Superseded values are not recommended for survey control.
 JA0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0771.See file dsdata.txt to determine how the superseded data were derived.
 JA0771
 JA0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4278386791(NAD 83)
 JA0771_MARKER: DS = TRIANGULATION STATION DISK
 JA0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0771_STAMPING: MOORE 1946
 JA0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0771+STABILITY: SURFACE MOTION
 JA0771
 JA0771  HISTORY     - Date     Condition        Report By
 JA0771  HISTORY     - 1946     MONUMENTED       CGS
 JA0771  HISTORY     - 1965     GOOD             CGS
 JA0771  HISTORY     - 1965     GOOD             NGS
 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
 JA0771'SIDE OF STATE HIGHWAY 60.  IT IS ABOUT 0.2 MILE
 JA0771'SOUTH OF THE MOORE FARMHOUSE, ABOUT
 JA0771'100 YARDS SOUTH AND 100 YARDS
 JA0771'EAST OF THE HIGHWAY, 12.2 FEET WEST OF A WIRE FENCE
 JA0771'LINE.  THE MARK
 JA0771'IS 12 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
 JA0771'AND 3.2 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK
 JA0771'PROJECTS 2 INCHES AND THE DISK IS
 JA0771'STAMPED MOORE NO 1 1946.
 JA0771'
 JA0771'REFERENCE MARK NO 2 IS 25.98 FEET SOUTH OF THE STATION, 1 FOOT WEST
 JA0771'OF A WIRE FENCE.  THE MARK
 JA0771'PROJECTS 2 INCHES AND THE DISK IS STAMPED 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
 JA0771'HIGHWAY AND 2.4 FEET EAST OF A WHITE WITNESS POST.
 JA0771'THE MARK PROJECTS 4 INCHES AND THE
 JA0771'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
 JA0771'WEST ON HIGHWAY 60 FOR 1.2 MILES TO A SHARP CURVE RIGHT,
 JA0771'PASS THROUGH A BOARD GATE AT
 JA0771'THE SOUTH SIDE OF THE SHARP CURVE AND
 JA0771'INTO A PASTURE, AND GO 0.1 MILE SOUTHWEST
 JA0771'PASSING TO THE SOUTH OF THE
 JA0771'HOUSE THROUGH ANOTHER GATE, THEN GO SOUTH UP THE SLOPE ABOUT
 JA0771'100 YARDS TO
 JA0771'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
 JA0771'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
 JA0771'NORTH ALONG A PAVED ROAD WHICH WAS FORMERLY STATE HIGHWAY 60, IN
 JA0771'SECTION 3, T 4 N, R 1 W, ON TOP OF THE HIGHEST HILL IN THE
 JA0771'VICINITY, ABOUT 0.2 MILE SOUTH OF MR. MOORES FARMHOUSE, ABOUT 0.1
 JA0771'MILE SOUTH OF A SHARP CURVE IN THE ROAD, 51-1/2 FEET EAST OF A
 JA0771'FENCE, 51.5 FEET EAST OF A METAL WITNESS POST, AND SET IN THE TOP
 JA0771'OF A CONCRETE POST ABOUT 1 FOOT 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
 JA0771'THE STATION, 63 FEET EAST OF A FENCE, AND SET IN THE TOP OF A
 JA0771'CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 JA0771'
 JA0771'THE AZIMUTH, STAMPED MOORE 1946, IS ABOUT 0.4 MILE NORTH ALONG A
 JA0771'PAVED ROAD FROM THE STATION, 108 FEET SOUTHWEST AND ACROSS THE
 JA0771'ROAD FROM A FARMHOUSE OWNED BY MR. COURTLAND PRUITT, 21 FEET SOUTH
 JA0771'OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF A FENCE, 1.5 FEET
 JA0771'WEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 JA0771'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 JA0771
 JA0771                          STATION RECOVERY (1965)
 JA0771
 JA0771'RECOVERY NOTE BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1828 ***********************************************************************
 MD1828  DESIGNATION -  MOORE
 MD1828  PID         -  MD1828
 MD1828  STATE/COUNTY-  IN/DE KALB
 MD1828  USGS QUAD   -  BUTLER WEST (1992)
 MD1828
 MD1828                         *CURRENT SURVEY CONTROL
 MD1828  ___________________________________________________________________
 MD1828* NAD 83(1997)-  41 25 46.42670(N)    084 57 53.45141(W)     ADJUSTED  
 MD1828* NAVD 88     -       275.     (meters)     902.     (feet)  SCALED    
 MD1828  ___________________________________________________________________
 MD1828  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 MD1828  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 MD1828
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1828
 MD1828.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1828.See file dsdata.txt to determine how the superseded data were derived.
 MD1828
 MD1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL7004888443(NAD 83)
 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
 MD1828'AND 3 MILES EAST OF WATERLOO.  IT IS 438 FEET EAST OF THE
 MD1828'INTERSECTION OF U.S. HIGHWAY 6 AND A
 MD1828'GRAVEL CROSSROAD, 51-1/2 FEET NORTH OF THE NORTH RAIL OF THE NEW YORK
 MD1828'CENTRAL RAILROAD, 41 FEET SOUTH OF THE
 MD1828'CENTER OF HIGHWAY 6, 16 FEET SOUTHWEST OF A WHITE
 MD1828'WITNESS POST AND 16 FEET SOUTH OF A FENCELINE.  THE MARK
 MD1828'PROJECTS 4 INCHES AND THE DISK IS
 MD1828'STAMPED MOORE 1947.
 MD1828'
 MD1828'REFERENCE MARK NO. 1 IS 89.68 FEET EAST OF THE STATION.  IT IS 20
 MD1828'FEET SOUTH OF THE CENTER OF
 MD1828'HIGHWAY 6 AND 4 FEET SOUTH OF A FENCELINE.  THE MARK PROJECTS 3
 MD1828'INCHES AND THE DISK IS STAMPED MOORE
 MD1828'NO 1 1947.
 MD1828'
 MD1828'REFERENCE MARK NO. 2 IS 79.90 FEET NORTHWEST OF THE STATION.  IT IS
 MD1828'24 FEET NORTH OF THE CENTER OF
 MD1828'HIGHWAY 6 AND 1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS 4
 MD1828'INCHES AND THE DISK IS STAMPED MOORE
 MD1828'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
 MD1828'GRAVEL ROAD AND 28 FEET SOUTH OF THE CENTER OF HIGHWAY 6.  IT IS A
 MD1828'STANDARD BRONZE USC AND GS BENCH
 MD1828'MARK DISK SET FLUSH IN THE TOP OF A 6 X 6 INCH CONCRETE POST
 MD1828'WHICH PROJECTS 12 INCHES.  THE DISK IS
 MD1828'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
 MD1828'ROAD, 2-1/2 FEET NORTH OF A WHITE WITNESS POST AND 2 FEET SOUTHEAST
 MD1828'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
 MD1828'A CROSSROAD, TURN LEFT, SOUTH,
 MD1828'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
 MD1828'6 FOR 2.8 MILES TO THE STATION ON THE 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
 MD1828'TRAVERSE-CONNECTED C. AND G.S. BENCH MARK R 21 IS EVIDENTLY
 MD1828'DESTROYED.  A PIECE OF CONCRETE, TAPERED
 MD1828'AND WITH IMPRINT APPARENTLY THAT OF THE DISK, WAS FOUND NEAR
 MD1828'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
 MD1828'INTERSECTION WITH NO. 427 INDIANA HWY. (THE MAIN N-S STREET) IN
 MD1828'WATERLOO, 434 FT.  W OF INTERSECTION OF
 MD1828'CENTER LINES OF HWY. AND NO. 47 COUNTY ROAD, 51-1/2 FEET N OF N RAIL
 MD1828'NEW YORK CENTRAL DOUBLE TRACKS, 40-1/2
 MD1828'FEET S OF CENTER LINE OF 24-FOOT ASPHALT HIGHWAY
 MD1828'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
 MD1828'89.68 FEET OR 27.335 METERS E
 MD1828'28 FEET SOUTH OF CENTER LINE OF
 MD1828'THE HIGHWAY, AND 2 FEET E OF STEEL WITNESS
 MD1828'POST.
 MD1828'
 MD1828'REFERENCE STAMPED MOORE NO 2 1947, PROJECTS 0.3 FOOT, IS
 MD1828'79.80 FEET OR 24.323 METERS
 MD1828'NNW, 25 FEET NORTH OF CENTER LINE
 MD1828'OF HWY., AND ONE FOOT N OF A FENCE.
 MD1828'
 MD1828'AZIMUTH STAMPED MOORE 1947, PROJECTS 0.3 FOOT, IS ABOUT 0.2
 MD1828'MILE SSW OF THE STATION, ABOUT 40
 MD1828'YARDS S OF CREST OF RIDGE, 77 FEET S OF PROJECTED PLANE OF S WALL OF
 MD1828'LARGE BARN OF W SIDE OF ROAD, 20
 MD1828'FEET E OF CENTER LINE OF 20-FOOT ASPHALT ROAD, 0.1 FOOT
 MD1828'HIGHER THAN SAME, 1.8 FEET ESE OF CENTER OF
 MD1828'TELEPHONE POLE, AND 2.3 FEET N OF STEEL WITNESS 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
 MD1828'NOS. 1 AND 2 WERE RESET AS NOS. 3 AND 4 TO CLEAR HIGHWAY
 MD1828'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
 MD1828'OR 5.0 MILES W OF CENTER OF BUTLER, 434 FEET E OF INTERSECTION OF
 MD1828'HWY.  AND NO. 47 COUNTY ROAD, 40-1/2
 MD1828'FEET S OF CENTER LINE OF 24-FOOT ASPHALT PAVEMENT, 2.3
 MD1828'FEET HIGHER THAN SAME, 51-1/2 FEET N OF N RAIL OF
 MD1828'DOUBLE TRACKS OF NEW YORK CENTRAL
 MD1828'R.R., 10.0 FEET N OF LINE BETWEEN REFERENCE MARKS, 3 FEET E OF STEEL
 MD1828'WITNESS POST, 1A AND 7A MARKS
 MD1828'STAMPED MOORE 1947 WITH THE SURFACE MARK 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
 MD1828'TRACKS, 57 FEET S OF CENTER LINE
 MD1828'OF HWY., AND 3.0 FEET HIGHER THAN SAME.
 MD1828'
 MD1828'AZIMUTH MARK STAMPED MOORE 1947, IS ABOUT 0.2 MILE SSW FROM
 MD1828'THE STATION, ABOUT 40 YARDS S
 MD1828'OF CREST OF RIDGE, 77 FEET S OF PLANE OF S WALL OF LARGE BARN ON W
 MD1828'SIDE OF ROAD, 20 FEET E OF CENTER
 MD1828'LINE OF 20-FOOT ASPHALT ROAD, 0.1 FOOT HIGHER THAN SAME, 2
 MD1828'FEET SE OF TELEPHONE POLE, 2.3 FEET N OF STEEL
 MD1828'WITNESS POST, AND PROJECTS 0.3 FOOT.
 MD1828
 MD1828                          STATION RECOVERY (1984)
 MD1828
 MD1828'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1984 (LS)
 MD1828'MOORE 1947 RECOVERED GOOD.
 MD1828'
 MD1828'MOORE 1947 (AZIM) RECOVERED GOOD - WITNESS POST GONE - TELE POLE
 MD1828'GONE.
 MD1828'
 MD1828'MOORE NO 3 1947 1962 RECOVERED GOOD.
 MD1828'
 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.  TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 6
 MD1828'AND STATE HIGHWAY 427, THE MAIN STREET IN WATERLOO, GO EAST ON HIGHWAY
 MD1828'6 FOR 2.6 MILES (4.2 KM) TO THE AZIMUTH MARK 2 ON THE RIGHT. CONTINUE
 MD1828'AHEAD EAST FOR 0.4 MILE (0.6 KM) TO THE STATION ON RIGHT JUST AFTER
 MD1828'CROSSING COUNTY ROAD 47.  THE STATION IS A STANDARD CGS DISK
 MD1828'STAMPED,---MOORE 1947---, SET INTO THE TOP OF A SQUARE CONCRETE
 MD1828'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH, WITH GROUND.  THE
 MD1828'STATION IS LOCATED 132.28 METERS (433.99 FT) EAST FROM THE CENTERLINE
 MD1828'OF COUNTY ROAD 47, 12.34 METERS (40.49 FT) SOUTH FROM THE CENTERLINE
 MD1828'OF U.S HIGHWAY 6, (2.3 FT HIGHER THAN) 15.70 METERS (51.51 FT) NORTH
 MD1828'FROM THE NORTH RAIL OF DOUBLE TRACKS OF RAILROAD AND 0.31 METERS (1.02
 MD1828'FT) SOUTH-SOUTHEAST FROM A WITNESS POST.  REFERENCE MARK NO 3, IS A
 MD1828'STANDARD CGS DISK STAMPED,---MOORE 1962 NO 3 1947---, SET INTO THE TOP
 MD1828'OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER, RECESSED,
 MD1828'O6 INCHES, 18 CM, BELOW THE GROUND.  NOTE, THIS MARK WAS DESCRIBED
 MD1828'BEFORE AS BEING STAMPED---MOORE NO 3 1947 1962---.  THE STATION IS
 MD1828'LOCATED 14.33 METERS (47.01 FT) SOUTH FROM THE CENTERLINE OF HIGHWAY
 MD1828'6, 14.33 METERS (47.01 FT) NORTH FROM THE NORTH RAIL OF RAILROAD TRACK
 MD1828'AND 0.31 METERS (1.02 FT) SOUTH-SOUTHEAST FROM A WITNESS POST, AND 0.5
 MD1828'METERS (1.6 FT) BELOW THE STATION.  REFERENCE MARK NO 5 IS A STANDARD
 MD1828'NGS DISK STAMPED,---MOORE 1947 NO 5 1985---, SET INTO THE TOP OF A
 MD1828'ROUND CONCRETE MONUMENT, 10 INCHES (25 CM) IN DIAMETER, FLUSH, WITH
 MD1828'GROUND.  THE STATION IS LOCATED 12.34 METERS (40.49 FT) SOUTH FROM THE
 MD1828'CENTERLINE OF HIGHWAY 6 AND 15.85 METERS (52.00 FT) NORTH FROM THE
 MD1828'NORTH RAIL OF RAILROAD TRACK, AND 0.3 METERS (1.0 FT) ABOVE THE
 MD1828'STATION.  REFERENCE MARK NO 6 IS A STANDARD NGS DISK STAMPED,---MOORE
 MD1828'1947 NO 6 1985---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10
 MD1828'INCHES (25 CM) IN DIAMETER, FLUSH, WITH GROUND.  THE STATION IS
 MD1828'LOCATED 17.374 METERS (57.001 FT) SOUTH FROM THE CENTERLINE OF HIGHWAY
 MD1828'6, 10.820 METERS (35.499 FT) NORTH FROM THE NORTH RAIL OF RAILROAD
 MD1828'TRACKS AND 0.30 METERS (0.98 FT) WEST FROM A WITNESS POST, AND 0.5
 MD1828'METERS (1.6 FT) ABOVE THE STATION.  AZIMUTH MARK NO 1 IS A STANDARD
 MD1828'CGS DISK STAMPED,---MOORE 1947---, SET INTO THE TOP OF A SQUARE
 MD1828'CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH, WITH GROUND.
 MD1828'THE STATION IS LOCATED 36.58 METERS (120.01 FT) SOUTH FROM THE CREST
 MD1828'OF SMALL RIDGE, 23.47 METERS (77.00 FT) SOUTH FROM THE PROJECTED PLANE
 MD1828'OF THE SOUTH WALL OF BARN ON WEST SIDE OF ROAD, 6.10 METERS (20.01 FT)
 MD1828'EAST FROM THE CENTERLINE OF COUNTY ROAD 47.  TO REACH THE AZIMUTH MARK
 MD1828'FROM THE STATION, GO WEST ON HIGHWAY 6 FOR 0.1 MILE (0.2 KM) TO ITS
 MD1828'JUNCTION WITH COUNTY ROAD 47.  TURN LEFT AND GO SOUTH FOR 0.2 MILE
 MD1828'(0.3 KM) TO CREST OF KNOLL AND THE MARK ON LEFT JUST AFTER CROSSING
 MD1828'CREST.  AZIMUTH MARK 2 IS A STANDARD NGS DISK STAMPED---MOORE 1947 NO
 MD1828'2 1985---, CEMENTED IN A DRILL HOLE IN THE WEST END OF A CULVERT ALONG
 MD1828'THE SOUTH SIDE OF U.S HIGHWAY 6.  IT IS 17.526 METERS, (57.500 FT)
 MD1828'57.5 FT (17.5 M) NORTH FROM THE NORTH RAIL OF THE DOUBLE SET OF
 MD1828'RAILROAD TRACKS AND 10.363 METERS, (33.999 FT) 34.0 FT (10.4 M) SOUTH
 MD1828'FROM THE CENTERLINE OF HIGHWAY 6 AND IS 6 FT (1.8 M) LOWER THAN THE
 MD1828'TRACKS AND 1.5 FT (0.5 M) LOWER THAN HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0768 ***********************************************************************
 JA0768  DESIGNATION -  MOORE AZ MK
 JA0768  PID         -  JA0768
 JA0768  STATE/COUNTY-  IN/LAWRENCE
 JA0768  USGS QUAD   -  GEORGIA (1993)
 JA0768
 JA0768                         *CURRENT SURVEY CONTROL
 JA0768  ___________________________________________________________________
 JA0768* NAD 83(1986)-  38 43 36.     (N)    086 30 54.     (W)     SCALED    
 JA0768* NAVD 88     -       231.881  (meters)     760.76   (feet)  ADJUSTED  
 JA0768  ___________________________________________________________________
 JA0768  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JA0768  DYNAMIC HT  -         231.730 (meters)     760.27  (feet)  COMP
 JA0768  MODELED GRAV-     979,970.6   (mgal)                       NAVD 88
 JA0768
 JA0768  VERT ORDER  -  FIRST     CLASS II
 JA0768
 JA0768.The horizontal coordinates were scaled from a topographic map and have
 JA0768.an estimated accuracy of +/- 6 seconds.
 JA0768
 JA0768.The orthometric height was determined by differential leveling
 JA0768.and adjusted by the National Geodetic Survey in June 1991..
 JA0768
 JA0768.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0768.See file dsdata.txt to determine how the superseded data were derived.
 JA0768
 JA0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH421865(NAD 83)
 JA0768_MARKER: DZ = AZIMUTH MARK DISK
 JA0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0768_STAMPING: MOORE 1946
 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             NGS
 JA0768
 JA0768                          STATION DESCRIPTION
 JA0768
 JA0768'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ2265 ***********************************************************************
 HZ2265  DESIGNATION -  MOORE RESET
 HZ2265  PID         -  HZ2265
 HZ2265  STATE/COUNTY-  IN/FLOYD
 HZ2265  USGS QUAD   -  SPEED (1994)
 HZ2265
 HZ2265                         *CURRENT SURVEY CONTROL
 HZ2265  ___________________________________________________________________
 HZ2265* NAD 83(1997)-  38 22 37.49802(N)    085 48 57.13922(W)     ADJUSTED  
 HZ2265* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 HZ2265  ___________________________________________________________________
 HZ2265  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 HZ2265  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 HZ2265
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2265
 HZ2265.The geoid height was determined by GEOID03.
 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     -   0.99995819  x   0.99996876  =   0.99992695
 HZ2265!UTM  16      -   0.99995819  x   0.99973175  =   0.99968995
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2265.See file dsdata.txt to determine how the superseded data were derived.
 HZ2265
 HZ2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0343048318(NAD 83)
 HZ2265_MARKER: DS = TRIANGULATION STATION DISK
 HZ2265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA0770 ***********************************************************************
 JA0770  DESIGNATION -  MOORE RM 1
 JA0770  PID         -  JA0770
 JA0770  STATE/COUNTY-  IN/LAWRENCE
 JA0770  USGS QUAD   -  GEORGIA (1993)
 JA0770
 JA0770                         *CURRENT SURVEY CONTROL
 JA0770  ___________________________________________________________________
 JA0770* NAD 83(1986)-  38 43 43.     (N)    086 30 28.     (W)     SCALED    
 JA0770* NAVD 88     -       251.956  (meters)     826.63   (feet)  ADJUSTED  
 JA0770  ___________________________________________________________________
 JA0770  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JA0770  DYNAMIC HT  -         251.792 (meters)     826.09  (feet)  COMP
 JA0770  MODELED GRAV-     979,971.5   (mgal)                       NAVD 88
 JA0770
 JA0770  VERT ORDER  -  FIRST     CLASS II
 JA0770
 JA0770.The horizontal coordinates were scaled from a topographic map and have
 JA0770.an estimated accuracy of +/- 6 seconds.
 JA0770
 JA0770.The orthometric height was determined by differential leveling
 JA0770.and adjusted by the National Geodetic Survey in June 1991..
 JA0770
 JA0770.The geoid height was determined by GEOID03.
 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     -   386,530.      950,050.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0770.See file dsdata.txt to determine how the superseded data were derived.
 JA0770
 JA0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH427867(NAD 83)
 JA0770_MARKER: DR = REFERENCE MARK DISK
 JA0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0770_STAMPING: MOORE NO 1 1946
 JA0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0770+STABILITY: SURFACE MOTION
 JA0770
 JA0770  HISTORY     - Date     Condition        Report By
 JA0770  HISTORY     - 1946     MONUMENTED       CGS
 JA0770  HISTORY     - 1965     GOOD             NGS
 JA0770
 JA0770                          STATION DESCRIPTION
 JA0770
 JA0770'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0769 ***********************************************************************
 JA0769  DESIGNATION -  MOORE RM 2
 JA0769  PID         -  JA0769
 JA0769  STATE/COUNTY-  IN/LAWRENCE
 JA0769  USGS QUAD   -  GEORGIA (1993)
 JA0769
 JA0769                         *CURRENT SURVEY CONTROL
 JA0769  ___________________________________________________________________
 JA0769* NAD 83(1986)-  38 43 43.     (N)    086 30 28.     (W)     SCALED    
 JA0769* NAVD 88     -       251.874  (meters)     826.36   (feet)  ADJUSTED  
 JA0769  ___________________________________________________________________
 JA0769  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JA0769  DYNAMIC HT  -         251.710 (meters)     825.82  (feet)  COMP
 JA0769  MODELED GRAV-     979,971.5   (mgal)                       NAVD 88
 JA0769
 JA0769  VERT ORDER  -  FIRST     CLASS II
 JA0769
 JA0769.The horizontal coordinates were scaled from a topographic map and have
 JA0769.an estimated accuracy of +/- 6 seconds.
 JA0769
 JA0769.The orthometric height was determined by differential leveling
 JA0769.and adjusted by the National Geodetic Survey in June 1991..
 JA0769
 JA0769.The geoid height was determined by GEOID03.
 JA0769
 JA0769.The dynamic height is computed by dividing the NAVD 88
 JA0769.geopotential number by the normal gravity value computed on the
 JA0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA0769.degrees latitude (g = 980.6199 gals.).
 JA0769
 JA0769.The modeled gravity was interpolated from observed gravity values.
 JA0769
 JA0769;                    North         East    Units  Estimated Accuracy
 JA0769;SPC IN W     -   386,530.      950,050.      MT  (+/- 180 meters Scaled)
 JA0769
 JA0769                          SUPERSEDED SURVEY CONTROL
 JA0769
 JA0769  NGVD 29 (??/??/92)  251.987  (m)          826.73   (f) ADJ UNCH    1 2
 JA0769
 JA0769.Superseded values are not recommended for survey control.
 JA0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0769.See file dsdata.txt to determine how the superseded data were derived.
 JA0769
 JA0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH427867(NAD 83)
 JA0769_MARKER: DR = REFERENCE MARK DISK
 JA0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0769_STAMPING: MOORE NO 2 1946
 JA0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0769+STABILITY: SURFACE MOTION
 JA0769
 JA0769  HISTORY     - Date     Condition        Report By
 JA0769  HISTORY     - 1946     MONUMENTED       CGS
 JA0769  HISTORY     - 1965     GOOD             NGS
 JA0769
 JA0769                          STATION DESCRIPTION
 JA0769
 JA0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 JA0769'3 MI W FROM MITCHELL.
 JA0769'ABOUT 1.6 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JA0769'FROM THE STATION AT MITCHELL, THENCE 0.65 MILE NORTH ALONG ROAD
 JA0769'NUMBER 100W, THENCE 0.75 MILE NORTH ALONG A PAVED ROAD WHICH WAS
 JA0769'FORMERLY STATE HIGHWAY 60, IN SECTION 3, T 4 N, R 1 W, ON TOP
 JA0769'OF THE HIGHEST HILL IN THE VICINITY, ABOUT 0.2 MILE SOUTH OF MR.
 JA0769'MOORES FARMHOUSE, ABOUT 0.1 MILE SOUTH OF A SHARP CURVE IN THE
 JA0769'ROAD, 26.0 FEET SOUTH-SOUTHEAST OF MOORE 1946, 63 FEET EAST OF A
 JA0769'FENCE, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE
 JA0769'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1909 ***********************************************************************
 JA1909  DESIGNATION -  MOORES
 JA1909  PID         -  JA1909
 JA1909  STATE/COUNTY-  IN/ORANGE
 JA1909  USGS QUAD   -  FRENCH LICK (1993)
 JA1909
 JA1909                         *CURRENT SURVEY CONTROL
 JA1909  ___________________________________________________________________
 JA1909* NAD 83(1997)-  38 30 04.34724(N)    086 34 15.22150(W)     ADJUSTED  
 JA1909* NAVD 88     -       236.58   (+/-2cm)     776.2    (feet)  VERTCON   
 JA1909  ___________________________________________________________________
 JA1909  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 JA1909  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JA1909
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1909
 JA1909.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1909
 JA1909.The geoid height was determined by GEOID03.
 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  =   0.99958533
 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 (07/19/86)  236.69   (m)          776.5    (f) LEVELING    3  
 JA1909
 JA1909.Superseded values are not recommended for survey control.
 JA1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1909.See file dsdata.txt to determine how the superseded data were derived.
 JA1909
 JA1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3741761515(NAD 83)
 JA1909_MARKER: DS = TRIANGULATION STATION DISK
 JA1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1909
 JA1909  HISTORY     - Date     Condition        Report By
 JA1909  HISTORY     - 1946     MONUMENTED       CGS
 JA1909  HISTORY     - 1975     GOOD             USE
 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
 JA1909'MOORES RIDGE CHURCH, 120 FEET SOUTHWEST OF THE
 JA1909'INTERSECTION OF THE CENTERLINE
 JA1909'OF TWO GRAVELED ROADS, 31 FEET
 JA1909'NORTHWEST OF THE CENTERLINE OF A GRAVELED ROAD,
 JA1909'25 FEET EAST OF AN
 JA1909'18-INCH CEDAR TREE AND 8 FEET NORTHWEST OF A WITNESS POST.  THE
 JA1909'MARK IS FLUSH
 JA1909'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
 JA1909'OF THE CENTERLINE OF A
 JA1909'GRAVELED ROAD AND 1 FOOT EAST OF A FENCELINE.  THE
 JA1909'MARK PROJECTS 5 INCHES AND THE
 JA1909'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
 JA1909'TREE AND 16 FEET WEST OF THE CENTERLINE OF A GRAVELED
 JA1909'ROAD.  THE MARK PROJECTS 2
 JA1909'INCHES AND THE DISK IS 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
 JA1909'A GRAVELED ROAD, 2 FEET SOUTH OF A WITNESS POST AND
 JA1909'IS ON THE WEST EDGE OF A CULTIVATED
 JA1909'FIELD.  THE MARK PROJECTS 3
 JA1909'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
 JA1909'HIGHWAY 145 FOR 4.25 MILES TO A GRAVELED ROAD ON
 JA1909'THE LEFT AT THE SOUTHERN END OF A
 JA1909'SMALL BRIDGE.  TURN LEFT AND GO
 JA1909'EASTERLY FOR 1.45 MILES TO THE AZIMUTH MARK ON THE
 JA1909'LEFT.  CONTINUE ON
 JA1909'EASTERLY FOR 0.6 MILE TO A SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD
 JA1909'FOR 0.25 MILE TO
 JA1909'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 ENGINEERS 1975 (RCH)
 JA1909'MOORES 1946 RECOVERED GOOD.
 JA1909'
 JA1909'NO. 1 1946 RECOVERED GOOD.
 JA1909'
 JA1909'NO. 2 1946 RECOVERED POOR (HAS BEEN DESTRUBED).
 JA1909'
 JA1909'AZI. FOUND, BUT HAD BEEN 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
 JA1909'HAS BEEN HIT WITH HEAVY EQUIPMENT.  THE FEEDER LOT WILL BE PAVED
 JA1909'OVER WITH IN THE NEXT TWO WEEKS, ACCORDING TO THE PROPERTY OWNER.
 JA1909'
 JA1909'R.M. NO. 2 WILL BE DESTROYED AT THAT TIME.
 JA1909'
 JA1909'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTHEAST OF
 JA1909'FRENCH 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
 JA1909'CONDITION.  REFERENCE MARK 2 WAS COVERED WITH CONCRETE WHEN THE FEED
 JA1909'LOT WAS SURFACED.  THE AZIMUTH MARK WAS FOUND OUT OF THE GROUND ON
 JA1909'THE ROAD BANK, AND THE DISK WAS SALVAGED.  REFERENCE MARK 3 WAS
 JA1909'SET AND THE STATION OCCUPIED.  THERE WAS NO OBJECT TO SET ANOTHER
 JA1909'AZIMUTH MARK FROM.  THE STATION IS 0.2 MILE WEST OF THE MOORES
 JA1909'RIDGE CHURCH AND ON PROPERTY OWNED BY MR. BILL BREEDEN.  IT IS 72
 JA1909'FEET NORTHEAST OF THE NORTHWEST CORNER OF THE FEED LOT, 36 FEET
 JA1909'WEST OF THE CENTERLINE OF A PAVED ROAD, 27 FEET SOUTHEAST OF A 15
 JA1909'INCH TREE, 17 FEET WEST OF A FENCE AND 12 FEET NORTH OF THE NORTH
 JA1909'ONE OF TWO CONCRETE CRIB FLOORS.  THE MONUMENT IS FLUSH AND THE
 JA1909'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
 JA1909'1946.
 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
 JA1909'1 FOOT SOUTH OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 JA1909'STAMPED MOORES 1946 NO 3 1975.
 JA1909'
 JA1909'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTHEAST
 JA1909'OF 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.
 JA1909'
 JA1909'MOORES NO 3 1975 RECOVERED.
 JA1909'
 JA1909'STATION MARK NOT SEARCHED FOR.
 JA1909'
 JA1909'AZIMUTH MARK NOT FOUND.  BRIEF SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1911 ***********************************************************************
 JZ1911  DESIGNATION -  MOORES HILL
 JZ1911  PID         -  JZ1911
 JZ1911  STATE/COUNTY-  IN/DEARBORN
 JZ1911  USGS QUAD   -  DILLSBORO (1992)
 JZ1911
 JZ1911                         *CURRENT SURVEY CONTROL
 JZ1911  ___________________________________________________________________
 JZ1911* NAD 83(1986)-  39 06 22.     (N)    085 05 39.     (W)     SCALED    
 JZ1911* NAVD 88     -       280.48   (+/-2cm)     920.2    (feet)  VERTCON   
 JZ1911  ___________________________________________________________________
 JZ1911  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ1911
 JZ1911  VERT ORDER  -  ? (See Below)
 JZ1911
 JZ1911.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ1911
 JZ1911.The geoid height was determined by GEOID03.
 JZ1911
 JZ1911;                    North         East    Units  Estimated Accuracy
 JZ1911;SPC IN E     -   428,430.      149,520.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1911.See file dsdata.txt to determine how the superseded data were derived.
 JZ1911
 JZ1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ647302(NAD 83)
 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             NGS
 JZ1911
 JZ1911                          STATION DESCRIPTION
 JZ1911
 JZ1911'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB2204 ***********************************************************************
 LB2204  DESIGNATION -  MORENCI
 LB2204  PID         -  LB2204
 LB2204  STATE/COUNTY-  IN/TIPPECANOE
 LB2204  USGS QUAD   -  OTTERBEIN (1986)
 LB2204
 LB2204                         *CURRENT SURVEY CONTROL
 LB2204  ___________________________________________________________________
 LB2204* NAD 83(1997)-  40 28 17.18051(N)    087 01 45.37523(W)     ADJUSTED  
 LB2204* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 LB2204  ___________________________________________________________________
 LB2204  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 LB2204  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 LB2204
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2204
 LB2204.The geoid height was determined by GEOID03.
 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     -   0.99997202  x   0.99996693  =   0.99993895
 LB2204!UTM  16      -   0.99997202  x   0.99960008  =   0.99957211
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2204.See file dsdata.txt to determine how the superseded data were derived.
 LB2204
 LB2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK9751980085(NAD 83)
 LB2204_MARKER: DS = TRIANGULATION STATION DISK
 LB2204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA1941 ***********************************************************************
 KA1941  DESIGNATION -  MORGAN
 KA1941  PID         -  KA1941
 KA1941  STATE/COUNTY-  IN/JOHNSON
 KA1941  USGS QUAD   -  GREENWOOD (1992)
 KA1941
 KA1941                         *CURRENT SURVEY CONTROL
 KA1941  ___________________________________________________________________
 KA1941* NAD 83(1997)-  39 37 22.16550(N)    086 06 23.68944(W)     ADJUSTED  
 KA1941* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 KA1941  ___________________________________________________________________
 KA1941  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 KA1941  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KA1941
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1941
 KA1941.The geoid height was determined by GEOID03.
 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     -   0.99996648  x   0.99998422  =   0.99995071
 KA1941!SPC IN W     -   0.99996648  x   1.00005322  =   1.00001970
 KA1941!UTM  16      -   0.99996648  x   0.99967239  =   0.99963889
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1941.See file dsdata.txt to determine how the superseded data were derived.
 KA1941
 KA1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7668186277(NAD 83)
 KA1941_MARKER: DS = TRIANGULATION STATION DISK
 KA1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2446 ***********************************************************************
 LB2446  DESIGNATION -  MORGAN
 LB2446  PID         -  LB2446
 LB2446  STATE/COUNTY-  IN/FULTON
 LB2446  USGS QUAD   -  GRASS CREEK (1977)
 LB2446
 LB2446                         *CURRENT SURVEY CONTROL
 LB2446  ___________________________________________________________________
 LB2446* NAD 83(1997)-  40 55 30.73351(N)    086 24 13.59329(W)     ADJUSTED  
 LB2446* NAVD 88     -       237.76   (+/-2cm)     780.1    (feet)  VERTCON   
 LB2446  ___________________________________________________________________
 LB2446  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 LB2446  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 LB2446
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2446
 LB2446.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2446
 LB2446.The geoid height was determined by GEOID03.
 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     -   0.99996799  x   1.00001409  =   0.99998208
 LB2446!SPC IN W     -   0.99996799  x   1.00000697  =   0.99997496
 LB2446!UTM  16      -   0.99996799  x   0.99963102  =   0.99959903
 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  NGVD 29 (07/19/86)  237.88   (m)          780.4    (f) LEVELING    3  
 LB2446
 LB2446.Superseded values are not recommended for survey control.
 LB2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2446.See file dsdata.txt to determine how the superseded data were derived.
 LB2446
 LB2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5020030625(NAD 83)
 LB2446_MARKER: N = NAIL
 LB2446_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 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  USGS QUAD   -  GATCHEL (1993)
 JA2131
 JA2131                         *CURRENT SURVEY CONTROL
 JA2131  ___________________________________________________________________
 JA2131* NAD 83(1997)-  38 00 53.14412(N)    086 41 17.96356(W)     ADJUSTED  
 JA2131* NAVD 88     -       200.04   (meters)     656.3    (feet)  GPS OBS   
 JA2131  ___________________________________________________________________
 JA2131  X           -     290,660.144 (meters)                     COMP
 JA2131  Y           -  -5,023,150.198 (meters)                     COMP
 JA2131  Z           -   3,906,838.390 (meters)                     COMP
 JA2131  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 JA2131  ELLIP HEIGHT-         167.81  (meters)          (04/10/98) GPS OBS
 JA2131  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 JA2131
 JA2131  HORZ ORDER  -  B
 JA2131  ELLP ORDER  -  FOURTH    CLASS I
 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 April 1998..
 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 NAVD 88 network.
 JA2131
 JA2131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA2131
 JA2131.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2131
 JA2131.The ellipsoidal height was determined by GPS observations
 JA2131.and is referenced to NAD 83.
 JA2131
 JA2131.The geoid height was determined by GEOID03.
 JA2131
 JA2131;                    North         East     Units Scale Factor Converg.
 JA2131;SPC IN W     -   307,206.171   934,686.666   MT  0.99998148   +0 14 35.8
 JA2131;SPC IN W     - 1,007,892.25  3,066,551.17   sFT  0.99998148   +0 14 35.8
 JA2131;UTM  16      - 4,207,498.754   527,358.936   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     -  MORGAN AZ MK                             317 43 44.2
 JA2131:UTM  16      -  MORGAN AZ MK                             317 46 49.0
 JA2131
 JA2131|---------------------------------------------------------------------|
 JA2131| PID    Reference Object                     Distance      Geod. Az  |
 JA2131|                                                           dddmmss.s |
 JA2131| JA2132 MORGAN AZ MK                        APPROX. 0.8 KM 3175820.0 |
 JA2131|---------------------------------------------------------------------|
 JA2131
 JA2131                          SUPERSEDED SURVEY CONTROL
 JA2131
 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  NGVD 29 (02/23/89)  200.1    (m)          656.     (f) GPS OBS        
 JA2131
 JA2131.Superseded values are not recommended for survey control.
 JA2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2131.See file dsdata.txt to determine how the superseded data were derived.
 JA2131
 JA2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2735907499(NAD 83)
 JA2131_MARKER: DH = HORIZONTAL CONTROL DISK
 JA2131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2131_SP_SET: CONCRETE POST
 JA2131_STAMPING: MORGAN 1986
 JA2131_MARK LOGO: NGS   
 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 - July 27, 1998
 JA2131
 JA2131  HISTORY     - Date     Condition        Report By
 JA2131  HISTORY     - 1986     MONUMENTED       NGS
 JA2131  HISTORY     - 19970527 GOOD             NGS
 JA2131  HISTORY     - 19980727 GOOD             WOOLPT
 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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1938 ***********************************************************************
 KA1938  DESIGNATION -  MORGAN 2
 KA1938  PID         -  KA1938
 KA1938  STATE/COUNTY-  IN/JOHNSON
 KA1938  USGS QUAD   -  GREENWOOD (1992)
 KA1938
 KA1938                         *CURRENT SURVEY CONTROL
 KA1938  ___________________________________________________________________
 KA1938* NAD 83(1997)-  39 37 22.50629(N)    086 06 23.80696(W)     ADJUSTED  
 KA1938* NAVD 88     -       246.78   (+/-2cm)     809.6    (feet)  VERTCON   
 KA1938  ___________________________________________________________________
 KA1938  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 KA1938  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KA1938
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1938
 KA1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1938
 KA1938.The geoid height was determined by GEOID03.
 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     -   0.99996650  x   0.99998423  =   0.99995073
 KA1938!SPC IN W     -   0.99996650  x   1.00005322  =   1.00001972
 KA1938!UTM  16      -   0.99996650  x   0.99967238  =   0.99963889
 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 (07/19/86)  246.90   (m)          810.0    (f) LEVELING    3  
 KA1938
 KA1938.Superseded values are not recommended for survey control.
 KA1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1938.See file dsdata.txt to determine how the superseded data were derived.
 KA1938
 KA1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7667886287(NAD 83)
 KA1938_MARKER: DS = TRIANGULATION STATION DISK
 KA1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA2132 ***********************************************************************
 JA2132  DESIGNATION -  MORGAN AZ MK
 JA2132  PID         -  JA2132
 JA2132  STATE/COUNTY-  IN/PERRY
 JA2132  USGS QUAD   -  GATCHEL (1993)
 JA2132
 JA2132                         *CURRENT SURVEY CONTROL
 JA2132  ___________________________________________________________________
 JA2132* NAD 83(1997)-  38 01 11.34953(N)    086 41 38.70532(W)     ADJUSTED  
 JA2132* NAVD 88     -       189.3    (meters)     621.     (feet)  VERTCON   
 JA2132  ___________________________________________________________________
 JA2132  X           -     290,134.598 (meters)                     COMP
 JA2132  Y           -  -5,022,825.852 (meters)                     COMP
 JA2132  Z           -   3,907,274.043 (meters)                     COMP
 JA2132  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 JA2132  ELLIP HEIGHT-         157.13  (meters)          (05/25/99) GPS OBS
 JA2132  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 JA2132
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA2132
 JA2132.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2132
 JA2132.The ellipsoidal height was determined by GPS observations
 JA2132.and is referenced to NAD 83.
 JA2132
 JA2132.The geoid height was determined by GEOID03.
 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     -   0.99997534  x   0.99998105  =   0.99995640
 JA2132!UTM  16      -   0.99997534  x   0.99960888  =   0.99958423
 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|---------------------------------------------------------------------|
 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)          621.     (f) GPS OBS        
 JA2132
 JA2132.Superseded values are not recommended for survey control.
 JA2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2132.See file dsdata.txt to determine how the superseded data were derived.
 JA2132
 JA2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2685108058(NAD 83)
 JA2132_MARKER: DZ = AZIMUTH MARK DISK
 JA2132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2132_SP_SET: CONCRETE POST
 JA2132_STAMPING: MORGAN 1986
 JA2132_MARK LOGO: NGS   
 JA2132_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA2132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA2132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA2132+SATELLITE: SATELLITE OBSERVATIONS - 1988
 JA2132
 JA2132  HISTORY     - Date     Condition        Report By
 JA2132  HISTORY     - 1988     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2200 ***********************************************************************
 LB2200  DESIGNATION -  MOROCCO
 LB2200  PID         -  LB2200
 LB2200  STATE/COUNTY-  IN/NEWTON
 LB2200  USGS QUAD   -  MOROCCO (1961)
 LB2200
 LB2200                         *CURRENT SURVEY CONTROL
 LB2200  ___________________________________________________________________
 LB2200* NAD 83(1997)-  40 56 44.77348(N)    087 27 16.41985(W)     ADJUSTED  
 LB2200* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 LB2200  ___________________________________________________________________
 LB2200  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 LB2200  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LB2200
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2200
 LB2200.The geoid height was determined by GEOID03.
 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;SPC IL E     -   475,391.457   373,994.799   MT  1.00004236   +0 34 33.3
 LB2200;SPC IL E     - 1,559,680.14  1,227,014.60   sFT  1.00004236   +0 34 33.3
 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     -   0.99997181  x   0.99997869  =   0.99995051
 LB2200!SPC IL E     -   0.99997181  x   1.00004236  =   1.00001417
 LB2200!UTM  16      -   0.99997181  x   0.99961802  =   0.99958985
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2200.See file dsdata.txt to determine how the superseded data were derived.
 LB2200
 LB2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6173932837(NAD 83)
 LB2200_MARKER: DS = TRIANGULATION STATION DISK
 LB2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2201 ***********************************************************************
 LB2201  DESIGNATION -  MOROCCO MUNICIPAL TANK
 LB2201  PID         -  LB2201
 LB2201  STATE/COUNTY-  IN/NEWTON
 LB2201  USGS QUAD   -  MOROCCO (1961)
 LB2201
 LB2201                         *CURRENT SURVEY CONTROL
 LB2201  ___________________________________________________________________
 LB2201* NAD 83(1997)-  40 56 48.33445(N)    087 27 14.11802(W)     ADJUSTED  
 LB2201* NAVD 88     -                                                        
 LB2201  ___________________________________________________________________
 LB2201  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 LB2201  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LB2201
 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
 LB2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2201
 LB2201.The geoid height was determined by GEOID03.
 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;SPC IL E     -   475,501.847   374,047.533   MT  1.00004246   +0 34 34.9
 LB2201;SPC IL E     - 1,560,042.31  1,227,187.61   sFT  1.00004246   +0 34 34.9
 LB2201;UTM  16      - 4,532,946.081   461,793.733   MT  0.99961797   -0 17 50.9
 LB2201
 LB2201                          SUPERSEDED SURVEY CONTROL
 LB2201
 LB2201  NAD 83(1986)-  40 56 48.33991(N)    087 27 14.12597(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2201.See file dsdata.txt to determine how the superseded data were derived.
 LB2201
 LB2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6179432946(NAD 83)
 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 = OCTOBER  6, 2006
 LB2541 ***********************************************************************
 LB2541  DESIGNATION -  MORRIS
 LB2541  PID         -  LB2541
 LB2541  STATE/COUNTY-  IN/CLINTON
 LB2541  USGS QUAD   -  BURLINGTON (1984)
 LB2541
 LB2541                         *CURRENT SURVEY CONTROL
 LB2541  ___________________________________________________________________
 LB2541* NAD 83(1997)-  40 23 36.14771(N)    086 23 33.21434(W)     ADJUSTED  
 LB2541* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 LB2541  ___________________________________________________________________
 LB2541  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 LB2541  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 LB2541
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2541
 LB2541.The geoid height was determined by GEOID03.
 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;SPC IN E     -   571,448.838    38,372.158   MT  1.00001340   -0 28 13.5
 LB2541;SPC IN E     - 1,874,828.40    125,892.66   sFT  1.00001340   -0 28 13.5
 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!SPC IN E     -   0.99996397  x   1.00001340  =   0.99997737
 LB2541!UTM  16      -   0.99996397  x   0.99963271  =   0.99959669
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2541.See file dsdata.txt to determine how the superseded data were derived.
 LB2541
 LB2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5155271597(NAD 83)
 LB2541_MARKER: DS = TRIANGULATION STATION DISK
 LB2541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ3387 ***********************************************************************
 JZ3387  DESIGNATION -  MORRISTOWN MUNICIPAL TANK
 JZ3387  PID         -  JZ3387
 JZ3387  STATE/COUNTY-  IN/SHELBY
 JZ3387  USGS QUAD   -  MORRISTOWN (1956)
 JZ3387
 JZ3387                         *CURRENT SURVEY CONTROL
 JZ3387  ___________________________________________________________________
 JZ3387* NAD 83(1997)-  39 40 24.35697(N)    085 41 38.48756(W)     ADJUSTED  
 JZ3387* NAVD 88     -                                                        
 JZ3387  ___________________________________________________________________
 JZ3387  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 JZ3387  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ3387
 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
 JZ3387.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3387
 JZ3387.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3387
 JZ3387  NAD 83(1995)-  39 40 24.35555(N)    085 41 38.50072(W) AD(       ) 4
 JZ3387  NAD 83(1986)-  39 40 24.35542(N)    085 41 38.50295(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3387.See file dsdata.txt to determine how the superseded data were derived.
 JZ3387
 JZ3387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1200992327(NAD 83)
 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 = OCTOBER  6, 2006
 ME2496 ***********************************************************************
 ME2496  DESIGNATION -  MORTON
 ME2496  PID         -  ME2496
 ME2496  STATE/COUNTY-  IN/LAKE
 ME2496  USGS QUAD   -  HIGHLAND (1991)
 ME2496
 ME2496                         *CURRENT SURVEY CONTROL
 ME2496  ___________________________________________________________________
 ME2496* NAD 83(1997)-  41 35 05.27435(N)    087 27 54.28515(W)     ADJUSTED  
 ME2496* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 ME2496  ___________________________________________________________________
 ME2496  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 ME2496  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 ME2496
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2496
 ME2496.The geoid height was determined by GEOID03.
 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;SPC IL E     -   546,351.749   372,399.769   MT  1.00003948   +0 34 34.7
 ME2496;SPC IL E     - 1,792,489.03  1,221,781.58   sFT  1.00003948   +0 34 34.7
 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     -   0.99997657  x   0.99997913  =   0.99995570
 ME2496!SPC IL E     -   0.99997657  x   1.00003948  =   1.00001605
 ME2496!UTM  16      -   0.99997657  x   0.99961849  =   0.99959507
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2496.See file dsdata.txt to determine how the superseded data were derived.
 ME2496
 ME2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM6123403783(NAD 83)
 ME2496_MARKER: DS = TRIANGULATION STATION DISK
 ME2496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2496_SP_SET: CONCRETE POST
 ME2496_STAMPING: MORTON 1952
 ME2496_MARK LOGO: CGS   
 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 NOT SUITABLE FOR
 ME2496+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1992
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA2013 ***********************************************************************
 KA2013  DESIGNATION -  MOSER
 KA2013  PID         -  KA2013
 KA2013  STATE/COUNTY-  IN/PUTNAM
 KA2013  USGS QUAD   -  CLOVERDALE (1986)
 KA2013
 KA2013                         *CURRENT SURVEY CONTROL
 KA2013  ___________________________________________________________________
 KA2013* NAD 83(1997)-  39 32 38.77827(N)    086 46 13.92948(W)     ADJUSTED  
 KA2013* NAVD 88     -       285.     (meters)     935.     (feet)  SCALED    
 KA2013  ___________________________________________________________________
 KA2013  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 KA2013  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KA2013
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2013
 KA2013.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2013.See file dsdata.txt to determine how the superseded data were derived.
 KA2013
 KA2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1971777184(NAD 83)
 KA2013_MARKER: DS = TRIANGULATION STATION DISK
 KA2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HA1469 ***********************************************************************
 HA1469  DESIGNATION -  MOUND RESET
 HA1469  PID         -  HA1469
 HA1469  STATE/COUNTY-  IN/PERRY
 HA1469  USGS QUAD   -  CANNELTON (1993)
 HA1469
 HA1469                         *CURRENT SURVEY CONTROL
 HA1469  ___________________________________________________________________
 HA1469* NAD 83(1997)-  37 59 19.28303(N)    086 42 28.58507(W)     ADJUSTED  
 HA1469* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 HA1469  ___________________________________________________________________
 HA1469  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 HA1469  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HA1469
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1469
 HA1469.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 HA1469| PID    Reference Object                     Distance      Geod. Az  |
 HA1469|                                                           dddmmss.s |
 HA1469| HA1470 4 M USGS 1946                       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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1469.See file dsdata.txt to determine how the superseded data were derived.
 HA1469
 HA1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH2564604600(NAD 83)
 HA1469_MARKER: DS = TRIANGULATION STATION DISK
 HA1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2254 ***********************************************************************
 ME2254  DESIGNATION -  MOURHESS
 ME2254  PID         -  ME2254
 ME2254  STATE/COUNTY-  IN/ST JOSEPH
 ME2254  USGS QUAD   -  LAKEVILLE (1980)
 ME2254
 ME2254                         *CURRENT SURVEY CONTROL
 ME2254  ___________________________________________________________________
 ME2254* NAD 83(1997)-  41 30 38.87839(N)    086 16 54.14484(W)     ADJUSTED  
 ME2254* NAVD 88     -       264.28   (+/-2cm)     867.1    (feet)  VERTCON   
 ME2254  ___________________________________________________________________
 ME2254  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 ME2254  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 ME2254
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2254
 ME2254.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2254
 ME2254.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  264.39   (m)          867.4    (f) LEVELING    3  
 ME2254
 ME2254.Superseded values are not recommended for survey control.
 ME2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2254.See file dsdata.txt to determine how the superseded data were derived.
 ME2254
 ME2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5994195712(NAD 83)
 ME2254_MARKER: DS = TRIANGULATION STATION DISK
 ME2254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2254'YARDS N OF ROAD CROSSING, S END OF THE SECOND
 ME2254'CURVE S OF LAKEVILLE, 13.470
 ME2254'METERS (44.19 FEET) E OF THE E AND
 ME2254'NEAREST RAIL.  THE STATION, UNDERGROUND AND
 ME2254'REFERENCE MARKS ARE
 ME2254'BRONZE TABLETS SET IN CONCRETE.
 ME2254'THE
 ME2254'REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK NEAR THE FENCE
 ME2254'LINE, 13.10 METERS
 ME2254'(42.98 FEET) FROM THE 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
 ME2254'GOOD CONDITION.  THE STATION SURFACE MARK HAD BEEN DISTURBED SO A NEW
 ME2254'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
 ME2254'PENNA. RAILROAD AND ON RAILROAD PROPERTY.  IT IS 306 FEET NORTH OF
 ME2254'THE INTERSECTION OF LEEPER ROAD AND THE
 ME2254'RAILROAD TRACKS, 92 FEET SOUTHEAST OF A RAILROAD SIGNAL, 45
 ME2254'FEET SOUTHEAST OF MILE POST 171, 44 FEET
 ME2254'EAST OF THE EAST RAIL OF THE RAILROAD TRACKS AND
 ME2254'3 FEET WEST OF A FENCE LINE AND WHITE WITNESS POST.  THE
 ME2254'MARK IS FLUSH AND THE DISK IS
 ME2254'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
 ME2254'THE RAILROAD TRACKS, 29 FEET EAST OF THE MILE POST AND 2 FEET WEST OF
 ME2254'THE FENCE LINE.  THE MARK PROJECTS
 ME2254'2 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
 ME2254'FEET WEST OF THE WEST RAIL OF
 ME2254'THE RAILROAD TRACKS, 6 FEET NORTHEAST OF A 10 INCH ELM TREE AND 2
 ME2254'FEET EAST OF A FENCE LINE.  THE MARK
 ME2254'PROJECTS 4 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
 ME2254'FOR 3.5 MILES TO LEEPER ROAD, TURN RIGHT AND GO EAST ON LEEPER ROAD
 ME2254'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 = OCTOBER  6, 2006
 ME0267 ***********************************************************************
 ME0267  DESIGNATION -  MRS 8
 ME0267  PID         -  ME0267
 ME0267  STATE/COUNTY-  IN/MARSHALL
 ME0267  USGS QUAD   -  PLYMOUTH (1980)
 ME0267
 ME0267                         *CURRENT SURVEY CONTROL
 ME0267  ___________________________________________________________________
 ME0267* NAD 83(1986)-  41 20 12.     (N)    086 18 35.     (W)     SCALED    
 ME0267* NAVD 88     -       237.637  (meters)     779.65   (feet)  ADJUSTED  
 ME0267  ___________________________________________________________________
 ME0267  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0267  DYNAMIC HT  -         237.537 (meters)     779.32  (feet)  COMP
 ME0267  MODELED GRAV-     980,199.8   (mgal)                       NAVD 88
 ME0267
 ME0267  VERT ORDER  -  FIRST     CLASS I
 ME0267
 ME0267.The horizontal coordinates were scaled from a topographic map and have
 ME0267.an estimated accuracy of +/- 6 seconds.
 ME0267
 ME0267.The orthometric height was determined by differential leveling
 ME0267.and adjusted by the National Geodetic Survey in June 1991..
 ME0267
 ME0267.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0267.See file dsdata.txt to determine how the superseded data were derived.
 ME0267
 ME0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL577763(NAD 83)
 ME0267_MARKER: DD = SURVEY DISK
 ME0267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0267_SP_SET: BRIDGE
 ME0267_STAMPING: MRS 8 1950 BENCH MARK
 ME0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0267
 ME0267  HISTORY     - Date     Condition        Report By
 ME0267  HISTORY     - 1950     MONUMENTED       INFCC
 ME0267  HISTORY     - 1968     GOOD             NGS
 ME0267  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 ME0267
 ME0267                          STATION DESCRIPTION
 ME0267
 ME0267'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0709 ***********************************************************************
 JA0709  DESIGNATION -  MRT 17 INFCC
 JA0709  PID         -  JA0709
 JA0709  STATE/COUNTY-  IN/MARTIN
 JA0709  USGS QUAD   -  SHOALS (1993)
 JA0709
 JA0709                         *CURRENT SURVEY CONTROL
 JA0709  ___________________________________________________________________
 JA0709* NAD 83(1986)-  38 40 24.     (N)    086 50 08.     (W)     SCALED    
 JA0709* NAVD 88     -       144.328  (meters)     473.52   (feet)  ADJUSTED  
 JA0709  ___________________________________________________________________
 JA0709  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JA0709  DYNAMIC HT  -         144.234 (meters)     473.21  (feet)  COMP
 JA0709  MODELED GRAV-     979,974.0   (mgal)                       NAVD 88
 JA0709
 JA0709  VERT ORDER  -  FIRST     CLASS II
 JA0709
 JA0709.The horizontal coordinates were scaled from a topographic map and have
 JA0709.an estimated accuracy of +/- 6 seconds.
 JA0709
 JA0709.The orthometric height was determined by differential leveling
 JA0709.and adjusted by the National Geodetic Survey in June 1991..
 JA0709
 JA0709.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0709.See file dsdata.txt to determine how the superseded data were derived.
 JA0709
 JA0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH143805(NAD 83)
 JA0709_MARKER: DD = SURVEY DISK
 JA0709_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0709_SP_SET: BRIDGE
 JA0709_STAMPING: MRT 17 1961
 JA0709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0709
 JA0709  HISTORY     - Date     Condition        Report By
 JA0709  HISTORY     - 1961     MONUMENTED       INFCC
 JA0709  HISTORY     - 1965     GOOD             NGS
 JA0709
 JA0709                          STATION DESCRIPTION
 JA0709
 JA0709'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB2187 ***********************************************************************
 LB2187  DESIGNATION -  MT AYR
 LB2187  PID         -  LB2187
 LB2187  STATE/COUNTY-  IN/NEWTON
 LB2187  USGS QUAD   -  MOUNT AYR (1980)
 LB2187
 LB2187                         *CURRENT SURVEY CONTROL
 LB2187  ___________________________________________________________________
 LB2187* NAD 83(1997)-  40 57 11.03087(N)    087 18 00.33935(W)     ADJUSTED  
 LB2187* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 LB2187  ___________________________________________________________________
 LB2187  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 LB2187  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 LB2187
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2187
 LB2187.The geoid height was determined by GEOID03.
 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  =   0.99994213
 LB2187!UTM  16      -   0.99997136  x   0.99960785  =   0.99957923
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2187.See file dsdata.txt to determine how the superseded data were derived.
 LB2187
 LB2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7474433590(NAD 83)
 LB2187_MARKER: DS = TRIANGULATION STATION DISK
 LB2187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2186 ***********************************************************************
 LB2186  DESIGNATION -  MT AYR 2
 LB2186  PID         -  LB2186
 LB2186  STATE/COUNTY-  IN/NEWTON
 LB2186  USGS QUAD   -  MOUNT AYR (1980)
 LB2186
 LB2186                         *CURRENT SURVEY CONTROL
 LB2186  ___________________________________________________________________
 LB2186* NAD 83(1997)-  40 57 11.80282(N)    087 18 04.60000(W)     ADJUSTED  
 LB2186* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 LB2186  ___________________________________________________________________
 LB2186  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 LB2186  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 LB2186
 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.No horizontal observational check was made to the station.
 LB2186
 LB2186.The orthometric height was scaled from a topographic map.
 LB2186
 LB2186.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2186
 LB2186.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2186.See file dsdata.txt to determine how the superseded data were derived.
 LB2186
 LB2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7464433614(NAD 83)
 LB2186_MARKER: DS = TRIANGULATION STATION DISK
 LB2186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 AE8499 ***********************************************************************
 AE8499  CBN         -  This is a Cooperative Base Network Control Station.
 AE8499  DESIGNATION -  MT COMFORT
 AE8499  PID         -  AE8499
 AE8499  STATE/COUNTY-  IN/HANCOCK
 AE8499  USGS QUAD   -  CUMBERLAND (1988)
 AE8499
 AE8499                         *CURRENT SURVEY CONTROL
 AE8499  ___________________________________________________________________
 AE8499* NAD 83(1997)-  39 50 34.02741(N)    085 54 53.50775(W)     ADJUSTED  
 AE8499* NAVD 88     -       259.8    (meters)     852.     (feet)  GPS OBS   
 AE8499  ___________________________________________________________________
 AE8499  X           -     349,360.475 (meters)                     COMP
 AE8499  Y           -  -4,891,623.356 (meters)                     COMP
 AE8499  Z           -   4,064,742.806 (meters)                     COMP
 AE8499  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 AE8499  ELLIP HEIGHT-         225.86  (meters)          (04/10/98) GPS OBS
 AE8499  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 AE8499
 AE8499  HORZ ORDER  -  B
 AE8499  ELLP ORDER  -  FOURTH    CLASS I
 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 April 1998..
 AE8499
 AE8499.The orthometric height was determined by GPS observations and a
 AE8499.high-resolution geoid model.
 AE8499
 AE8499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8499
 AE8499.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8499
 AE8499.The ellipsoidal height was determined by GPS observations
 AE8499.and is referenced to NAD 83.
 AE8499
 AE8499.The geoid height was determined by GEOID03.
 AE8499
 AE8499;                    North         East     Units Scale Factor Converg.
 AE8499;SPC IN E     -   510,091.667    78,757.705   MT  0.99997222   -0 09 32.5
 AE8499;SPC IN E     - 1,673,525.74    258,390.90   sFT  0.99997222   -0 09 32.5
 AE8499;UTM  16      - 4,410,871.471   592,840.027   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                          SUPERSEDED SURVEY CONTROL
 AE8499
 AE8499.No superseded survey control is available for this station.
 AE8499
 AE8499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK9284010871(NAD 83)
 AE8499_MARKER: DD = SURVEY DISK
 AE8499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8499_STAMPING: IAA-1-MC
 AE8499_MARK LOGO: IAA   
 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 - May 07, 2001
 AE8499
 AE8499  HISTORY     - Date     Condition        Report By
 AE8499  HISTORY     - UNK      MONUMENTED       IAA
 AE8499  HISTORY     - 19970819 GOOD             SEC
 AE8499  HISTORY     - 20010507 GOOD             JCLS
 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' 
 AE8499' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2177 ***********************************************************************
 LA2177  DESIGNATION -  MT ETNA
 LA2177  PID         -  LA2177
 LA2177  STATE/COUNTY-  IN/HUNTINGTON
 LA2177  USGS QUAD   -  ANDREWS (1994)
 LA2177
 LA2177                         *CURRENT SURVEY CONTROL
 LA2177  ___________________________________________________________________
 LA2177* NAD 83(1997)-  40 46 38.94453(N)    085 33 57.49115(W)     ADJUSTED  
 LA2177* NAVD 88     -       243.     (meters)     797.     (feet)  SCALED    
 LA2177  ___________________________________________________________________
 LA2177  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 LA2177  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 LA2177
 LA2177  HORZ ORDER  -  THIRD
 LA2177
 LA2177.The horizontal coordinates were established by classical geodetic methods
 LA2177.and adjusted by the National Geodetic Survey in May 1999..
 LA2177
 LA2177.The orthometric height was scaled from a topographic map.
 LA2177
 LA2177.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2177
 LA2177.The geoid height was determined by GEOID03.
 LA2177
 LA2177;                    North         East     Units Scale Factor Converg.
 LA2177;SPC IN E     -   613,853.171   108,500.298   MT  0.99996756   +0 03 56.8
 LA2177;SPC IN E     - 2,013,949.95    355,971.39   sFT  0.99996756   +0 03 56.8
 LA2177;UTM  16      - 4,515,045.395   621,010.707   MT  0.99978024   +0 56 12.2
 LA2177
 LA2177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2177!SPC IN E     -   0.99996726  x   0.99996756  =   0.99993482
 LA2177!UTM  16      -   0.99996726  x   0.99978024  =   0.99974750
 LA2177
 LA2177:                Primary Azimuth Mark                     Grid Az
 LA2177:SPC IN E     -  MT ETNA AZ MK                            017 48 24.9
 LA2177:UTM  16      -  MT ETNA AZ MK                            016 56 09.5
 LA2177
 LA2177|---------------------------------------------------------------------|
 LA2177| PID    Reference Object                     Distance      Geod. Az  |
 LA2177|                                                           dddmmss.s |
 LA2177| CC9009 MT ETNA AZ MK                                      0175221.7 |
 LA2177| LA2176 MT ETNA 2                            51.631 METERS 04217     |
 LA2177| CC9010 MT ETNA RM 1                         21.650 METERS 18930     |
 LA2177| CC9011 MT ETNA RM 2                         21.799 METERS 27904     |
 LA2177|---------------------------------------------------------------------|
 LA2177
 LA2177                          SUPERSEDED SURVEY CONTROL
 LA2177
 LA2177  NAD 83(1995)-  40 46 38.94607(N)    085 33 57.50179(W) AD(       ) 3
 LA2177  NAD 83(1986)-  40 46 38.94722(N)    085 33 57.50449(W) AD(       ) 3
 LA2177  NAD 27      -  40 46 38.78420(N)    085 33 57.58600(W) AD(       ) 3
 LA2177
 LA2177.Superseded values are not recommended for survey control.
 LA2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2177.See file dsdata.txt to determine how the superseded data were derived.
 LA2177
 LA2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2101115045(NAD 83)
 LA2177_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2177
 LA2177  HISTORY     - Date     Condition        Report By
 LA2177  HISTORY     - 1948     MONUMENTED       CGS
 LA2177  HISTORY     - 1962     SEE DESCRIPTION  PAS
 LA2177  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LA2177
 LA2177                          STATION DESCRIPTION
 LA2177
 LA2177'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 LA2177'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF HUNTINGTON AND 2.5
 LA2177'MILES NORTH OF MT ETNA ON
 LA2177'THE WEST SIDE OF STATE HIGHWAYS NO. 9 AND 37.  IT IS 167 FEET
 LA2177'SOUTHWEST OF THE INTERSECTION OF
 LA2177'HIGHWAY AND GRAVEL ROAD WEST, 151 FEET SOUTH OF THE CENTER OF GRAVEL
 LA2177'ROAD AND 72 FEET WEST OF THE CENTER OF
 LA2177'HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LA2177'MT ETNA 1948.
 LA2177'
 LA2177'REFERENCE MARK NO. 1 IS 71.03 FEET SOUTH OF THE STATION.  IT IS 84
 LA2177'FEET WEST OF THE CENTER OF
 LA2177'HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED MT ETNA NO 1
 LA2177'1948.
 LA2177'
 LA2177'REFERENCE MARK NO. 2 IS 71.52 FEET WEST OF THE STATION.  IT IS 4 FEET
 LA2177'NORTH OF A TELEPHONE POLE, 1
 LA2177'FOOT EAST OF A FENCELINE AND 1 FOOT NORTH OF A WHITE WITNESS POST.
 LA2177'THE MARK PROJECTS 6 INCHES AND THE
 LA2177'DISK IS STAMPED MT ETNA NO 2 1948.
 LA2177'
 LA2177'AZIMUTH MARK IS 0.25 MILE NORTHEAST OF THE STATION.  IT IS 50 FEET
 LA2177'WEST OF THE CENTER OF HIGHWAY, 5
 LA2177'FEET SOUTH OF A TELEPHONE POLE, 4 FEET SOUTH OF A WHITE WITNESS POST
 LA2177'AND 1 FOOT EAST OF A FENCELINE.  THE
 LA2177'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED MT ETNA
 LA2177'1948.
 LA2177'
 LA2177'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 9, 37
 LA2177'AND 124 IN MT ETNA GO
 LA2177'NORTH OF STATE HIGHWAY NO. 9 AND 37 FOR 2.5 MILES TO THE STATION ON
 LA2177'THE LEFT AS DESCRIBED, CONTINUE
 LA2177'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LA2177'
 LA2177'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LA2177
 LA2177                          STATION RECOVERY (1962)
 LA2177
 LA2177'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1962
 LA2177'STATION RECOVERED AS DESCRIBED WITH ALL OF THE MARKS IN GOOD
 LA2177'CONDITION.
 LA2177
 LA2177                          STATION RECOVERY (1965)
 LA2177
 LA2177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LA2177'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 LA2177'A REQUEST WAS RECEIVED TO
 LA2177'MOVE THE STATION AND REFERENCE MARKS AS THEY WERE IN THE WAY OF
 LA2177'CONSTRUCTION OF A NEW HIGHWAY.  A NEW
 LA2177'STATION WAS ESTABLISHED IN THE IMMEDIATE VICINITY
 LA2177'AND THIS STATION WAS DESTROYED.  FOR
 LA2177'DETAILS SEE DESCRIPTION FOR MT ETNA 2 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2176 ***********************************************************************
 LA2176  DESIGNATION -  MT ETNA 2
 LA2176  PID         -  LA2176
 LA2176  STATE/COUNTY-  IN/HUNTINGTON
 LA2176  USGS QUAD   -  ANDREWS (1994)
 LA2176
 LA2176                         *CURRENT SURVEY CONTROL
 LA2176  ___________________________________________________________________
 LA2176* NAD 83(1997)-  40 46 40.18284(N)    085 33 56.00977(W)     ADJUSTED  
 LA2176* NAVD 88     -       243.     (meters)     797.     (feet)  SCALED    
 LA2176  ___________________________________________________________________
 LA2176  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 LA2176  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 LA2176
 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.No horizontal observational check was made to the station.
 LA2176
 LA2176.The orthometric height was scaled from a topographic map.
 LA2176
 LA2176.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2176
 LA2176.The geoid height was determined by GEOID03.
 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  =   0.99974760
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2176.See file dsdata.txt to determine how the superseded data were derived.
 LA2176
 LA2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2104515084(NAD 83)
 LA2176_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2176_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LA2176
 LA2176  HISTORY     - Date     Condition        Report By
 LA2176  HISTORY     - 1965     MONUMENTED       CGS
 LA2176  HISTORY     - 1965     SEE DESCRIPTION  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 = OCTOBER  6, 2006
 HZ2059 ***********************************************************************
 HZ2059  DESIGNATION -  MT PLEASANT
 HZ2059  PID         -  HZ2059
 HZ2059  STATE/COUNTY-  IN/JEFFERSON
 HZ2059  USGS QUAD   -  CANAAN (1993)
 HZ2059
 HZ2059                         *CURRENT SURVEY CONTROL
 HZ2059  ___________________________________________________________________
 HZ2059* NAD 83(1997)-  38 50 18.19645(N)    085 16 55.62741(W)     ADJUSTED  
 HZ2059* NAVD 88     -       286.     (meters)     938.     (feet)  SCALED    
 HZ2059  ___________________________________________________________________
 HZ2059  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 HZ2059  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HZ2059
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2059
 HZ2059.The geoid height was determined by GEOID03.
 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     -   0.99996047  x   0.99998039  =   0.99994086
 HZ2059!SPC KY1Z     -   0.99996047  x   1.00004592  =   1.00000639
 HZ2059!SPC KY N     -   0.99996047  x   0.99998301  =   0.99994348
 HZ2059!UTM  16      -   0.99996047  x   0.99987374  =   0.99983422
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2059.See file dsdata.txt to determine how the superseded data were derived.
 HZ2059
 HZ2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4909700245(NAD 83)
 HZ2059_MARKER: DS = TRIANGULATION STATION DISK
 HZ2059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1772 ***********************************************************************
 JA1772  DESIGNATION -  MT PLEASANT
 JA1772  PID         -  JA1772
 JA1772  STATE/COUNTY-  IN/PERRY
 JA1772  USGS QUAD   -  BEECHWOOD (1993)
 JA1772
 JA1772                         *CURRENT SURVEY CONTROL
 JA1772  ___________________________________________________________________
 JA1772* NAD 83(1997)-  38 07 41.23232(N)    086 27 47.37710(W)     ADJUSTED  
 JA1772* NAVD 88     -       266.47   (+/-2cm)     874.2    (feet)  VERTCON   
 JA1772  ___________________________________________________________________
 JA1772  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 JA1772  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JA1772
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1772
 JA1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1772
 JA1772.The geoid height was determined by GEOID03.
 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  =   0.99987792
 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     -  LEAVENWORTH MUNICIPAL TANK               050 13 25.9
 JA1772:SPC KY1Z     -  LEAVENWORTH MUNICIPAL TANK               051 02 40.7
 JA1772:SPC KY S     -  LEAVENWORTH MUNICIPAL TANK               051 02 21.4
 JA1772:UTM  16      -  LEAVENWORTH MUNICIPAL TANK               050 16 31.1
 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 (07/19/86)  266.58   (m)          874.6    (f) LEVELING    3  
 JA1772
 JA1772.Superseded values are not recommended for survey control.
 JA1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1772.See file dsdata.txt to determine how the superseded data were derived.
 JA1772
 JA1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4705120166(NAD 83)
 JA1772_MARKER: DS = TRIANGULATION STATION DISK
 JA1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1773 ***********************************************************************
 JA1773  DESIGNATION -  MT PLEASANT BUZZARDS ROOST LOT
 JA1773  PID         -  JA1773
 JA1773  STATE/COUNTY-  IN/PERRY
 JA1773  USGS QUAD   -  BEECHWOOD (1993)
 JA1773
 JA1773                         *CURRENT SURVEY CONTROL
 JA1773  ___________________________________________________________________
 JA1773* NAD 83(1997)-  38 07 37.81268(N)    086 27 57.16596(W)     ADJUSTED  
 JA1773* NAVD 88     -                                                        
 JA1773  ___________________________________________________________________
 JA1773  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 JA1773  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JA1773
 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
 JA1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1773
 JA1773.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1773
 JA1773  NAD 83(1993)-  38 07 37.81456(N)    086 27 57.16732(W) AD(       ) 4
 JA1773  NAD 83(1986)-  38 07 37.81922(N)    086 27 57.17092(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1773.See file dsdata.txt to determine how the superseded data were derived.
 JA1773
 JA1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4681320060(NAD 83)
 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 = OCTOBER  6, 2006
 LA2082 ***********************************************************************
 LA2082  DESIGNATION -  MT SUMMIT MUN TANK
 LA2082  PID         -  LA2082
 LA2082  STATE/COUNTY-  IN/HENRY
 LA2082  USGS QUAD   -  SULPHUR SPRINGS (1994)
 LA2082
 LA2082                         *CURRENT SURVEY CONTROL
 LA2082  ___________________________________________________________________
 LA2082* NAD 83(1997)-  40 00 13.89125(N)    085 23 28.59444(W)     ADJUSTED  
 LA2082* NAVD 88     -                                                        
 LA2082  ___________________________________________________________________
 LA2082  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 LA2082  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 LA2082
 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
 LA2082.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2082
 LA2082.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2082
 LA2082  NAD 83(1995)-  40 00 13.89251(N)    085 23 28.60521(W) AD(       ) 4
 LA2082  NAD 83(1986)-  40 00 13.89260(N)    085 23 28.60999(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2082.See file dsdata.txt to determine how the superseded data were derived.
 LA2082
 LA2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3731629425(NAD 83)
 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 = OCTOBER  6, 2006
 LA2080 ***********************************************************************
 LA2080  DESIGNATION -  MT SUMMIT SUMMIT PROD CO TANK
 LA2080  PID         -  LA2080
 LA2080  STATE/COUNTY-  IN/HENRY
 LA2080  USGS QUAD   -  SULPHUR SPRINGS (1994)
 LA2080
 LA2080                         *CURRENT SURVEY CONTROL
 LA2080  ___________________________________________________________________
 LA2080* NAD 83(1997)-  40 00 20.04276(N)    085 23 22.58863(W)     ADJUSTED  
 LA2080* NAVD 88     -                                                        
 LA2080  ___________________________________________________________________
 LA2080  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 LA2080  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 LA2080
 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
 LA2080.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2080
 LA2080.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2080
 LA2080  NAD 83(1995)-  40 00 20.04460(N)    085 23 22.59698(W) AD(       ) 4
 LA2080  NAD 83(1986)-  40 00 20.04457(N)    085 23 22.60283(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2080.See file dsdata.txt to determine how the superseded data were derived.
 LA2080
 LA2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3745529617(NAD 83)
 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 = OCTOBER  6, 2006
 HA1083 ***********************************************************************
 HA1083  DESIGNATION -  MT VERNON 3
 HA1083  PID         -  HA1083
 HA1083  STATE/COUNTY-  IN/POSEY
 HA1083  USGS QUAD   -  MOUNT VERNON (1981)
 HA1083
 HA1083                         *CURRENT SURVEY CONTROL
 HA1083  ___________________________________________________________________
 HA1083* NAD 83(1997)-  37 56 13.90144(N)    087 53 29.30813(W)     ADJUSTED  
 HA1083* NAVD 88     -       126.362  (meters)     414.57   (feet)  ADJUSTED  
 HA1083  ___________________________________________________________________
 HA1083  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 HA1083  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HA1083  DYNAMIC HT  -         126.276 (meters)     414.29  (feet)  COMP
 HA1083  MODELED GRAV-     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
 HA1083.and adjusted by the National Geodetic Survey in June 1991..
 HA1083
 HA1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1083
 HA1083.The geoid height was determined by GEOID03.
 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;                    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  =   0.99966055
 HA1083
 HA1083:                Primary Azimuth Mark                     Grid Az
 HA1083:SPC IN W     -  MT VERNON AZ MK                          070 31 05.5
 HA1083:SPC KY1Z     -  MT VERNON AZ MK                          071 20 10.0
 HA1083:SPC KY S     -  MT VERNON AZ MK                          071 19 12.2
 HA1083:UTM  16      -  MT VERNON AZ MK                          070 34 10.0
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1083.See file dsdata.txt to determine how the superseded data were derived.
 HA1083
 HA1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG2166399221(NAD 83)
 HA1083_MARKER: DS = TRIANGULATION STATION DISK
 HA1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA1083_STAMPING: MT VERNON 3 1964
 HA1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1083+STABILITY: SURFACE MOTION
 HA1083
 HA1083  HISTORY     - Date     Condition        Report By
 HA1083  HISTORY     - 1964     MONUMENTED       CGS
 HA1083  HISTORY     - 1965     GOOD             CGS
 HA1083  HISTORY     - 1965     GOOD             NGS
 HA1083  HISTORY     - 1967     GOOD             CGS
 HA1083  HISTORY     - 1971     GOOD             BRADY
 HA1083  HISTORY     - 19711230 GOOD             BRADY
 HA1083  HISTORY     - 1972     GOOD             NGS
 HA1083  HISTORY     - 1972     GOOD             NGS
 HA1083  HISTORY     - 1972     GOOD             NGS
 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 NATIONAL 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 (1971)
 HA1083
 HA1083'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1971 (JJ)
 HA1083'RECOVERED IN GOOD CONDITION.
 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 (1972)
 HA1083
 HA1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 HA1083'RECOVERED IN GOOD CONDITION.
 HA1083
 HA1083                          STATION RECOVERY (1972)
 HA1083
 HA1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HA1083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA1081 ***********************************************************************
 HA1081  DESIGNATION -  MT VERNON 3 RM 4
 HA1081  PID         -  HA1081
 HA1081  STATE/COUNTY-  IN/POSEY
 HA1081  USGS QUAD   -  MOUNT VERNON (1981)
 HA1081
 HA1081                         *CURRENT SURVEY CONTROL
 HA1081  ___________________________________________________________________
 HA1081* NAD 83(1986)-  37 56 14.     (N)    087 53 29.     (W)     SCALED    
 HA1081* NAVD 88     -       126.41   (meters)     414.7    (feet)  RESET     
 HA1081  ___________________________________________________________________
 HA1081  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HA1081
 HA1081  VERT ORDER  -  THIRD
 HA1081
 HA1081.The horizontal coordinates were scaled from a topographic map and have
 HA1081.an estimated accuracy of +/- 6 seconds.
 HA1081
 HA1081.The orthometric height was computed from unverified reset data.
 HA1081
 HA1081.The geoid height was determined by GEOID03.
 HA1081
 HA1081;                    North         East    Units  Estimated Accuracy
 HA1081;SPC IN W     -   298,830.      828,970.      MT  (+/- 180 meters Scaled)
 HA1081
 HA1081                          SUPERSEDED SURVEY CONTROL
 HA1081
 HA1081.No superseded survey control is available for this station.
 HA1081
 HA1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG216992(NAD 83)
 HA1081_MARKER: DR = REFERENCE MARK DISK
 HA1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA1081_STAMPING: MT VERNON NO 4 1964
 HA1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1081+STABILITY: SURFACE MOTION
 HA1081
 HA1081  HISTORY     - Date     Condition        Report By
 HA1081  HISTORY     - 1974     MONUMENTED       NGS
 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 = OCTOBER  6, 2006
 HA1080 ***********************************************************************
 HA1080  DESIGNATION -  MT VERNON 3 RM 5
 HA1080  PID         -  HA1080
 HA1080  STATE/COUNTY-  IN/POSEY
 HA1080  USGS QUAD   -  MOUNT VERNON (1981)
 HA1080
 HA1080                         *CURRENT SURVEY CONTROL
 HA1080  ___________________________________________________________________
 HA1080* NAD 83(1986)-  37 56 12.     (N)    087 53 30.     (W)     SCALED    
 HA1080* NAVD 88     -       127.657  (meters)     418.82   (feet)  ADJUSTED  
 HA1080  ___________________________________________________________________
 HA1080  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HA1080  DYNAMIC HT  -         127.570 (meters)     418.54  (feet)  COMP
 HA1080  MODELED GRAV-     979,947.5   (mgal)                       NAVD 88
 HA1080
 HA1080  VERT ORDER  -  FIRST     CLASS II
 HA1080
 HA1080.The horizontal coordinates were scaled from a topographic map and have
 HA1080.an estimated accuracy of +/- 6 seconds.
 HA1080
 HA1080.The orthometric height was determined by differential leveling
 HA1080.and adjusted by the National Geodetic Survey in June 1991..
 HA1080
 HA1080.The geoid height was determined by GEOID03.
 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     -   298,770.      828,940.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1080.See file dsdata.txt to determine how the superseded data were derived.
 HA1080
 HA1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG216991(NAD 83)
 HA1080_MARKER: DR = REFERENCE MARK DISK
 HA1080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA1080_SP_SET: CURB
 HA1080_STAMPING: MT VERNON 3 NO 5 1964
 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             NGS
 HA1080  HISTORY     - 1972     GOOD             NGS
 HA1080
 HA1080                          STATION DESCRIPTION
 HA1080
 HA1080'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA1082 ***********************************************************************
 HA1082  DESIGNATION -  MT VERNON 3 RM 6
 HA1082  PID         -  HA1082
 HA1082  STATE/COUNTY-  IN/POSEY
 HA1082  USGS QUAD   -  MOUNT VERNON (1981)
 HA1082
 HA1082                         *CURRENT SURVEY CONTROL
 HA1082  ___________________________________________________________________
 HA1082* NAD 83(1997)-  37 56 13.85229(N)    087 53 28.44618(W)     ADJUSTED  
 HA1082* NAVD 88     -       126.36   (meters)     414.6    (feet)  RESET     
 HA1082  ___________________________________________________________________
 HA1082  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 HA1082  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HA1082
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1082
 HA1082.The geoid height was determined by GEOID03.
 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  =   0.99966051
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1082.See file dsdata.txt to determine how the superseded data were derived.
 HA1082
 HA1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG2168499220(NAD 83)
 HA1082_MARKER: DR = REFERENCE MARK DISK
 HA1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA1082_STAMPING: MT VERNON 3 1964 NO 6 1967
 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
 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 = OCTOBER  6, 2006
 HA1728 ***********************************************************************
 HA1728  DESIGNATION -  MT VERNON CO COURTHOUSE DOME
 HA1728  PID         -  HA1728
 HA1728  STATE/COUNTY-  IN/POSEY
 HA1728  USGS QUAD   -  MOUNT VERNON (1981)
 HA1728
 HA1728                         *CURRENT SURVEY CONTROL
 HA1728  ___________________________________________________________________
 HA1728* NAD 83(1997)-  37 55 54.60457(N)    087 53 41.32604(W)     ADJUSTED  
 HA1728* NAVD 88     -                                                        
 HA1728  ___________________________________________________________________
 HA1728  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 HA1728  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HA1728
 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
 HA1728.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1728
 HA1728.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HA1728
 HA1728  NAD 83(1993)-  37 55 54.60555(N)    087 53 41.32589(W) AD(       ) 4
 HA1728  NAD 83(1986)-  37 55 54.61099(N)    087 53 41.32819(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1728.See file dsdata.txt to determine how the superseded data were derived.
 HA1728
 HA1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG2136498629(NAD 83)
 HA1728_MARKER: 87 = DOME
 HA1728
 HA1728  HISTORY     - Date     Condition        Report By
 HA1728  HISTORY     - 1960     FIRST OBSERVED   CGS
 HA1728  HISTORY     - 1967     GOOD             CGS
 HA1728  HISTORY     - 1987     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA1729 ***********************************************************************
 HA1729  DESIGNATION -  MT VERNON MUNICIPAL TANK
 HA1729  PID         -  HA1729
 HA1729  STATE/COUNTY-  IN/POSEY
 HA1729  USGS QUAD   -  MOUNT VERNON (1981)
 HA1729
 HA1729                         *CURRENT SURVEY CONTROL
 HA1729  ___________________________________________________________________
 HA1729* NAD 83(1997)-  37 56 26.36469(N)    087 53 47.56407(W)     ADJUSTED  
 HA1729* NAVD 88     -                                                        
 HA1729  ___________________________________________________________________
 HA1729  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 HA1729  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HA1729
 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
 HA1729.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1729
 HA1729.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HA1729
 HA1729  NAD 83(1993)-  37 56 26.36558(N)    087 53 47.56384(W) AD(       ) 4
 HA1729  NAD 83(1986)-  37 56 26.37102(N)    087 53 47.56628(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1729.See file dsdata.txt to determine how the superseded data were derived.
 HA1729
 HA1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG2122299610(NAD 83)
 HA1729_MARKER: 51 = TANK
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA1730 ***********************************************************************
 HA1730  DESIGNATION -  MT VERNON RADIO STA KSC TOWER
 HA1730  PID         -  HA1730
 HA1730  STATE/COUNTY-  IN/POSEY
 HA1730  USGS QUAD   -  MOUNT VERNON (1981)
 HA1730
 HA1730                         *CURRENT SURVEY CONTROL
 HA1730  ___________________________________________________________________
 HA1730* NAD 83(1997)-  37 56 31.97284(N)    087 54 13.17681(W)     ADJUSTED  
 HA1730* NAVD 88     -                                                        
 HA1730  ___________________________________________________________________
 HA1730  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 HA1730  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 HA1730
 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
 HA1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1730
 HA1730.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HA1730
 HA1730  NAD 83(1993)-  37 56 31.97383(N)    087 54 13.17650(W) AD(       ) 4
 HA1730  NAD 83(1986)-  37 56 31.97923(N)    087 54 13.17886(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1730.See file dsdata.txt to determine how the superseded data were derived.
 HA1730
 HA1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG2059899789(NAD 83)
 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 = OCTOBER  6, 2006
 HA1731 ***********************************************************************
 HA1731  DESIGNATION -  MT VERNON RADIO STA WPCO MAST
 HA1731  PID         -  HA1731
 HA1731  STATE/COUNTY-  IN/POSEY
 HA1731  USGS QUAD   -  MOUNT VERNON (1981)
 HA1731
 HA1731                         *CURRENT SURVEY CONTROL
 HA1731  ___________________________________________________________________
 HA1731* NAD 83(1997)-  37 56 02.77221(N)    087 55 35.21499(W)     ADJUSTED  
 HA1731* NAVD 88     -                                                        
 HA1731  ___________________________________________________________________
 HA1731  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 HA1731  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HA1731
 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
 HA1731.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1731
 HA1731.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HA1731
 HA1731  NAD 83(1993)-  37 56 02.77337(N)    087 55 35.21458(W) AD(       ) 4
 HA1731  NAD 83(1986)-  37 56 02.77876(N)    087 55 35.21686(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1731.See file dsdata.txt to determine how the superseded data were derived.
 HA1731
 HA1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG1858798908(NAD 83)
 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 = OCTOBER  6, 2006
 HA1732 ***********************************************************************
 HA1732  DESIGNATION -  MT VERNON ST MATTHEWS CATH CH
 HA1732  PID         -  HA1732
 HA1732  STATE/COUNTY-  IN/POSEY
 HA1732  USGS QUAD   -  MOUNT VERNON (1981)
 HA1732
 HA1732                         *CURRENT SURVEY CONTROL
 HA1732  ___________________________________________________________________
 HA1732* NAD 83(1997)-  37 55 59.49885(N)    087 53 40.27550(W)     ADJUSTED  
 HA1732* NAVD 88     -                                                        
 HA1732  ___________________________________________________________________
 HA1732  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 HA1732  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 HA1732
 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
 HA1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1732
 HA1732.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HA1732
 HA1732  NAD 83(1993)-  37 55 59.49984(N)    087 53 40.27522(W) AD(       ) 4
 HA1732  NAD 83(1986)-  37 55 59.50528(N)    087 53 40.27753(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1732.See file dsdata.txt to determine how the superseded data were derived.
 HA1732
 HA1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG2139198780(NAD 83)
 HA1732_MARKER: 90 = CHURCH SPIRE
 HA1732
 HA1732  HISTORY     - Date     Condition        Report By
 HA1732  HISTORY     - 1960     FIRST OBSERVED   CGS
 HA1732  HISTORY     - 1967     GOOD             CGS
 HA1732  HISTORY     - 1987     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA1733 ***********************************************************************
 HA1733  DESIGNATION -  MT VERNON TRINTY EVAN REF CH
 HA1733  PID         -  HA1733
 HA1733  STATE/COUNTY-  IN/POSEY
 HA1733  USGS QUAD   -  MOUNT VERNON (1981)
 HA1733
 HA1733                         *CURRENT SURVEY CONTROL
 HA1733  ___________________________________________________________________
 HA1733* NAD 83(1997)-  37 56 01.47157(N)    087 53 38.81482(W)     ADJUSTED  
 HA1733* NAVD 88     -                                                        
 HA1733  ___________________________________________________________________
 HA1733  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 HA1733  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 HA1733
 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
 HA1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1733
 HA1733.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HA1733
 HA1733  NAD 83(1993)-  37 56 01.47255(N)    087 53 38.81459(W) AD(       ) 4
 HA1733  NAD 83(1986)-  37 56 01.47796(N)    087 53 38.81691(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1733.See file dsdata.txt to determine how the superseded data were derived.
 HA1733
 HA1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG2142898841(NAD 83)
 HA1733_MARKER: 90 = CHURCH SPIRE
 HA1733
 HA1733  HISTORY     - Date     Condition        Report By
 HA1733  HISTORY     - 1960     FIRST OBSERVED   CGS
 HA1733  HISTORY     - 1967     GOOD             CGS
 HA1733  HISTORY     - 1987     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1942 ***********************************************************************
 JA1942  DESIGNATION -  MT ZION
 JA1942  PID         -  JA1942
 JA1942  STATE/COUNTY-  IN/DAVIESS
 JA1942  USGS QUAD   -  GLENDALE (1988)
 JA1942
 JA1942                         *CURRENT SURVEY CONTROL
 JA1942  ___________________________________________________________________
 JA1942* NAD 83(1997)-  38 31 28.85503(N)    087 00 14.22080(W)     ADJUSTED  
 JA1942* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 JA1942  ___________________________________________________________________
 JA1942  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 JA1942  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 JA1942
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1942
 JA1942.The geoid height was determined by GEOID03.
 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     -   0.99997812  x   0.99996726  =   0.99994538
 JA1942!UTM  16      -   0.99997812  x   0.99960000  =   0.99957813
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1942.See file dsdata.txt to determine how the superseded data were derived.
 JA1942
 JA1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9965664032(NAD 83)
 JA1942_MARKER: DS = TRIANGULATION STATION DISK
 JA1942_SETTING: 0 = UNSPECIFIED SETTING
 JA1942
 JA1942  HISTORY     - Date     Condition        Report By
 JA1942  HISTORY     - 1946     MONUMENTED       CGS
 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
 JA1942'MT ZION CHURCH, 40.2 FEET NORTH OF THE NORTHWEST
 JA1942'CHURCH CORNER AND 43.8 FEET
 JA1942'NORTHWEST OF THE NORTHEAST CHURCH CORNER,
 JA1942'93 FEET SOUTH OF A GRAVEL ROAD AND 6.4 FEET
 JA1942'NORTH OF THE FENCE WHICH
 JA1942'IS SURROUNDING THE CHURCH.  THE MARK IS FLUSH WITH THE GROUND
 JA1942'AND THE DISK IS
 JA1942'STAMPED MT ZION 1946.
 JA1942'
 JA1942'REFERENCE MARK NO 1 IS 48.85 FEET WEST OF THE STATION, 6 FEET NORTH
 JA1942'OF A WIRE FENCE LINE AND
 JA1942'58.8 FEET WEST-NORTHWEST OF THE NORTHWEST CHURCH
 JA1942'CORNER.  THE MARK PROJECTS 4
 JA1942'INCHES AND THE DISK IS STAMPED MT ZION NO 1 1946.
 JA1942'
 JA1942'REFERENCE MARK NO 2 IS 58.83 FEET NORTH-NORTHEAST OF THE STATION,
 JA1942'39.3 FEET SOUTH OF THE
 JA1942'GRAVEL ROAD AND 33.6 FEET EAST OF THE CHURCH ENTRANCE.
 JA1942'THE MARK PROJECTS 6 INCHES AND
 JA1942'THE DISK IS STAMPED MT ZION NO 2 1946.
 JA1942'
 JA1942'THE AZIMUTH IS 1.2 MILES EAST OF THE STATION, 8 INCHES SOUTH OF A
 JA1942'WIRE FENCE LINE AND 2.4
 JA1942'FEET WEST OF A WHITE WITNESS POST, 23 FEET NORTH OF THE
 JA1942'GRAVEL ROAD.  THE MARK PROJECTS
 JA1942'4 INCHES AND THE DISK IS STAMPED MT ZION 1946.
 JA1942'
 JA1942'TO REACH THE STATION FROM PORTSVILLE, GO NORTH DOWN ACROSS THE BRIDGE
 JA1942'AND FOLLOW THE MAIN
 JA1942'ROAD NORTHEAST FOR 01.7 MILES.  THEN TAKE THE LEFT
 JA1942'FORK AND GO NORTH 00.5 MILE, TURN
 JA1942'LEFT AT THE T-ROAD AND GO WEST 02.3
 JA1942'MILES TO THE TOP OF THE PROMINENT HILL AND THE
 JA1942'CHURCH AND STATION ON THE RIGHT.
 JA1942'
 JA1942'TO REACH THE AZIMUTH FROM THE STATION, GO EAST ON THE GRAVEL ROAD FOR
 JA1942'1.2 MILES AND THE
 JA1942'AZIMUTH IS ON THE LEFT.
 JA1942'
 JA1942'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2177 ***********************************************************************
 LB2177  DESIGNATION -  MUD
 LB2177  PID         -  LB2177
 LB2177  STATE/COUNTY-  IN/BENTON
 LB2177  USGS QUAD   -  BOSWELL (1980)
 LB2177
 LB2177                         *CURRENT SURVEY CONTROL
 LB2177  ___________________________________________________________________
 LB2177* NAD 83(1997)-  40 37 04.59938(N)    087 22 54.25046(W)     ADJUSTED  
 LB2177* NAVD 88     -       243.     (meters)     797.     (feet)  SCALED    
 LB2177  ___________________________________________________________________
 LB2177  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 LB2177  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 LB2177
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2177
 LB2177.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2177.See file dsdata.txt to determine how the superseded data were derived.
 LB2177
 LB2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK6771196417(NAD 83)
 LB2177_MARKER: DS = TRIANGULATION STATION DISK
 LB2177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2060 ***********************************************************************
 HZ2060  DESIGNATION -  MUD LICK RESET
 HZ2060  PID         -  HZ2060
 HZ2060  STATE/COUNTY-  IN/JEFFERSON
 HZ2060  USGS QUAD   -  CLIFTY FALLS (1992)
 HZ2060
 HZ2060                         *CURRENT SURVEY CONTROL
 HZ2060  ___________________________________________________________________
 HZ2060* NAD 83(1997)-  38 50 52.17776(N)    085 22 47.66057(W)     ADJUSTED  
 HZ2060* NAVD 88     -       272.     (meters)     892.     (feet)  SCALED    
 HZ2060  ___________________________________________________________________
 HZ2060  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 HZ2060  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HZ2060
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2060
 HZ2060.The geoid height was determined by GEOID03.
 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  =   0.99993696
 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  =   0.99980607
 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
 HZ2060.Superseded values are not recommended for survey control.
 HZ2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2060.See file dsdata.txt to determine how the superseded data were derived.
 HZ2060
 HZ2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4059101137(NAD 83)
 HZ2060_MARKER: DS = TRIANGULATION STATION DISK
 HZ2060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA2109 ***********************************************************************
 LA2109  DESIGNATION -  MULBERRY
 LA2109  PID         -  LA2109
 LA2109  STATE/COUNTY-  IN/GRANT
 LA2109  USGS QUAD   -  GAS CITY (1994)
 LA2109
 LA2109                         *CURRENT SURVEY CONTROL
 LA2109  ___________________________________________________________________
 LA2109* NAD 83(1997)-  40 25 22.54765(N)    085 31 23.12098(W)     ADJUSTED  
 LA2109* NAVD 88     -       266.     (meters)     873.     (feet)  SCALED    
 LA2109  ___________________________________________________________________
 LA2109  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 LA2109  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 LA2109
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2109
 LA2109.The geoid height was determined by GEOID03.
 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  =   0.99975688
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2109.See file dsdata.txt to determine how the superseded data were derived.
 LA2109
 LA2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2529075747(NAD 83)
 LA2109_MARKER: DS = TRIANGULATION STATION DISK
 LA2109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2109_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 LA2109'A POWERLINE POLE, 47 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 35,
 LA2109'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
 LA2109'OF MATTHEWS, GO NORTHWEST ON HIGHWAY 35 FOR 2.85 MILES TO THE
 LA2109'JUNCTION OF STATE HIGHWAY 26 AND
 LA2109'THE STATION ON THE LEFT, CONTINUE ON HIGHWAY 35 FOR 0.3 MILE TO
 LA2109'THE AZIMUTH MARK ON THE RIGHT AS
 LA2109'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
 LA2109'HIGHWAY 35 AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS 2 INCHES,
 LA2109'AND THE DISK IS STAMPED MULBERRY
 LA2109'NO 1 1955.
 LA2109'
 LA2109'REFERENCE MARK 2 IS 18 FEET SOUTH OF THE CENTER OF HIGHWAY 26
 LA2109'AND 1 FOOT WEST OF A 4 INCH X
 LA2109'4 INCH WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK
 LA2109'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
 LA2109'CENTER OF A GRAVELED ROAD, 6 FEET SOUTHEAST OF A FENCE CORNER AND 2
 LA2109'FEET EAST OF A 4 INCH X 4 INCH
 LA2109'WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 LA2109'STAMPED MULBERRY 1955.
 LA2109'
 LA2109'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2430 ***********************************************************************
 LB2430  DESIGNATION -  MULBORN 1920
 LB2430  PID         -  LB2430
 LB2430  STATE/COUNTY-  IN/CASS
 LB2430  USGS QUAD   -  LOGANSPORT (1987)
 LB2430
 LB2430                         *CURRENT SURVEY CONTROL
 LB2430  ___________________________________________________________________
 LB2430* NAD 83(1997)-  40 45 07.43028(N)    086 21 48.46027(W)     ADJUSTED  
 LB2430* NAVD 88     -       181.05   (+/-2cm)     594.0    (feet)  VERTCON   
 LB2430  ___________________________________________________________________
 LB2430  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 LB2430  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 LB2430
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2430
 LB2430.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2430
 LB2430.The geoid height was determined by GEOID03.
 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     -   0.99997695  x   1.00000927  =   0.99998622
 LB2430!SPC IN W     -   0.99997695  x   1.00001214  =   0.99998909
 LB2430!UTM  16      -   0.99997695  x   0.99963554  =   0.99961250
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  181.17   (m)          594.4    (f) LEVELING    3  
 LB2430
 LB2430.Superseded values are not recommended for survey control.
 LB2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2430.See file dsdata.txt to determine how the superseded data were derived.
 LB2430
 LB2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5373411429(NAD 83)
 LB2430_MARKER: DS = TRIANGULATION STATION DISK
 LB2430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2430_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA2056 ***********************************************************************
 JA2056  DESIGNATION -  MUMFORD
 JA2056  PID         -  JA2056
 JA2056  STATE/COUNTY-  IN/POSEY
 JA2056  USGS QUAD   -  NEW HARMONY (1980)
 JA2056
 JA2056                         *CURRENT SURVEY CONTROL
 JA2056  ___________________________________________________________________
 JA2056* NAD 83(1997)-  38 12 27.39642(N)    087 56 12.88305(W)     ADJUSTED  
 JA2056* NAVD 88     -       151.3    (meters)     496.     (feet)  GPS OBS   
 JA2056  ___________________________________________________________________
 JA2056  X           -     180,658.417 (meters)                     COMP
 JA2056  Y           -  -5,015,050.591 (meters)                     COMP
 JA2056  Z           -   3,923,651.909 (meters)                     COMP
 JA2056  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 JA2056  ELLIP HEIGHT-         120.37  (meters)          (11/20/03) GPS OBS
 JA2056  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 JA2056
 JA2056  HORZ ORDER  -  FIRST
 JA2056  ELLP ORDER  -  THIRD     CLASS I
 JA2056
 JA2056.The horizontal coordinates were established by GPS observations
 JA2056.and adjusted by the National Geodetic Survey in November 2003..
 JA2056
 JA2056.The orthometric height was determined by GPS observations and a
 JA2056.high-resolution geoid model.
 JA2056
 JA2056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA2056
 JA2056.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2056
 JA2056.The ellipsoidal height was determined by GPS observations
 JA2056.and is referenced to NAD 83.
 JA2056
 JA2056.The geoid height was determined by GEOID03.
 JA2056
 JA2056;                    North         East     Units Scale Factor Converg.
 JA2056;SPC IN W     -   328,882.100   825,241.776   MT  1.00003547   -0 31 40.7
 JA2056;SPC IN W     - 1,079,007.36  2,707,480.73   sFT  1.00003547   -0 31 40.7
 JA2056;SPC IL E     -   171,092.966   334,719.474   MT  0.99998984   +0 14 42.7
 JA2056;SPC IL E     -   561,327.51  1,098,158.81   sFT  0.99998984   +0 14 42.7
 JA2056;UTM  16      - 4,229,265.034   417,973.208   MT  0.99968286   -0 34 46.3
 JA2056
 JA2056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2056!SPC IN W     -   0.99998111  x   1.00003547  =   1.00001658
 JA2056!SPC IL E     -   0.99998111  x   0.99998984  =   0.99997095
 JA2056!UTM  16      -   0.99998111  x   0.99968286  =   0.99966398
 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 1762038.5 |
 JA2056| CG9067 MUMFORD RM 2                         43.937 METERS 23544     |
 JA2056| JB1676 CROSSVILLE ATT MICROWAVE            APPROX. 9.3 KM 2410651.2 |
 JA2056| JB1679 CROSSVILLE HALLIBURTON RADIO        APPROX.11.8 KM 2494922.4 |
 JA2056| JA2068 GRAYVILLE MUNICIPAL TANK            APPROX. 7.9 KM 3153906.3 |
 JA2056| JA2069 GRAYVILLE SCHOENHEIT RAD MAST       APPROX. 8.7 KM 3241236.3 |
 JA2056| CG9065 MUMFORD AZ MK                                      3313845.8 |
 JA2056|---------------------------------------------------------------------|
 JA2056
 JA2056                          SUPERSEDED SURVEY CONTROL
 JA2056
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2056.See file dsdata.txt to determine how the superseded data were derived.
 JA2056
 JA2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH1797329265(NAD 83)
 JA2056_MARKER: DS = TRIANGULATION STATION DISK
 JA2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA2056'EAST OF THE WABASH RIVER, ABOUT 1.5 MILES WEST-NORTHWEST OF
 JA2056'GRIFFIN, ABOUT 1.5 MILES
 JA2056'SOUTH OF THE GIBSON-POSEY COUNTY LINE AND
 JA2056'NEAR THE SOUTH EDGE OF A HIGH BLUFF KNOWN AS MUMFORD HILLS.
 JA2056'
 JA2056'TO REACH THE STATION FROM THE POST OFFICE IN GRIFFIN, GO NORTH ON THE
 JA2056'MAIN STREET FOR 0.3
 JA2056'MILE TO A T ROAD, TURN LEFT, GO WESTERLY ON BLACKTOP
 JA2056'ROAD FOR 1.1 MILES TO CEMETERY
 JA2056'ENTRANCE (TWO BRICK UPRIGHT POSTS) ON
 JA2056'RIGHT, CONTINUE WEST FOR 0.05 MILE TO A BARN AND
 JA2056'GATE ON THE RIGHT,
 JA2056'TURN RIGHT, PASS THROUGH GATE AND GO NORTH ABOUT 200 FEET TO A GATE
 JA2056'AT THE NORTHEAST
 JA2056'CORNER OF BARN, PASS THROUGH GATE AND WEST AND SOUTH
 JA2056'AROUND THE BARN, BEAR RIGHT, GO
 JA2056'NORTHERLY UP A STEEP HILL, CONTINUE
 JA2056'NORTH THROUGH TIMBER FOR ABOUT 100 YARDS TO AN
 JA2056'OPEN PASTURE, TURN
 JA2056'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
 JA2056'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 JA2056'MUMFORD 1961.  THE MARK IS 208 FEET
 JA2056'SOUTH OF FENCE, 207.6 FEET SOUTH
 JA2056'OF WITNESS POST, 126 FEET EAST-SOUTHEAST OF A POWER
 JA2056'LINE POLE AND 119
 JA2056'FEET EAST OF FENCE.
 JA2056'
 JA2056'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF 12 INCH
 JA2056'SQUARE CONCRETE POST
 JA2056'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS
 JA2056'STAMPED MUMFORD NO 1 1961.  THE
 JA2056'MARK IS 57 FEET WEST OF A LARGE TREE,
 JA2056'46 FEET EAST OF A LARGE TREE, 2.5 FEET WEST OF
 JA2056'WITNESS POST AND 1
 JA2056'FOOT SOUTH OF FENCE.
 JA2056'
 JA2056'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 JA2056'SQUARE CONCRETE POST
 JA2056'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 JA2056'IS STAMPED MUMFORD NO 2 1961.
 JA2056'THE MARK IS 124 FEET SOUTH OF A POWER
 JA2056'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
 JA2056'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS STAMPED
 JA2056'MUMFORD 1961 THE MARK IS 72
 JA2056'FEET NORTHWEST OF THE NORTHWEST CORNER OF
 JA2056'A MACHINE SHED, 26 FEET NORTH OF CENTER OF
 JA2056'ROAD, 2.3 FEET SOUTHWEST
 JA2056'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
 JA2056'NORTHERLY ON BLACKTOP ROAD FOR 0.75 MILE TO A SIDE
 JA2056'ROAD RIGHT AND A HOUSE ON RIGHT,
 JA2056'TURN RIGHT, GO EASTERLY ON GRAVEL
 JA2056'ROAD FOR 0.35 MILE TO TOP OF HILL, FARM BUILDINGS
 JA2056'ON RIGHT AND THE
 JA2056'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.
 JA2056'THE DIRECTION TO ALL MARKS CHECKED.  A HORIZONTAL
 JA2056'MEASUREMENT WAS MADE TO THE
 JA2056'REFERENCE MARKS.  THE ORIGINAL
 JA2056'DESCRIPTION IS ADEQUATE.
 JA2056
 JA2056                          STATION RECOVERY (2003)
 JA2056
 JA2056'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (BES)
 JA2056'RECOVERED AS DESCRIBED
 JA2056' 
 JA2056'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1216 ***********************************************************************
 LA1216  DESIGNATION -  MUNCIE 2
 LA1216  PID         -  LA1216
 LA1216  STATE/COUNTY-  IN/DELAWARE
 LA1216  USGS QUAD   -  MUNCIE WEST (1992)
 LA1216
 LA1216                         *CURRENT SURVEY CONTROL
 LA1216  ___________________________________________________________________
 LA1216* NAD 83(1997)-  40 12 13.45720(N)    085 23 14.17288(W)     ADJUSTED  
 LA1216* NAVD 88     -       286.643  (meters)     940.43   (feet)  ADJUSTED  
 LA1216  ___________________________________________________________________
 LA1216  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 LA1216  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 LA1216  DYNAMIC HT  -         286.491 (meters)     939.93  (feet)  COMP
 LA1216  MODELED GRAV-     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
 LA1216.and adjusted by the National Geodetic Survey in June 1991..
 LA1216
 LA1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA1216
 LA1216.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996035  x   0.99997363  =   0.99993398
 LA1216!UTM  16      -   0.99996035  x   0.99983191  =   0.99979226
 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
 LA1216.Superseded values are not recommended for survey control.
 LA1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1216.See file dsdata.txt to determine how the superseded data were derived.
 LA1216
 LA1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3725551618(NAD 83)
 LA1216_MARKER: DS = TRIANGULATION STATION DISK
 LA1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1216_STAMPING: MUNCIE 2 1940
 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             NGS
 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
 LA1216'THE MUNICIPAL GOLF COURSE, ABOUT 13 YARDS SOUTH
 LA1216'FROM THE BANK OF WHITE RIVER,
 LA1216'ABOUT 10 FEET WEST FROM THE WEST
 LA1216'EDGE OF THE SIXTH GREEN, 164.3 FEET WEST FROM
 LA1216'THE NW CORNER OF
 LA1216'CLUB HOUSE, WHICH IS AT THE NE CORNER OF GOLF COURSE, ON THE
 LA1216'FAIRWAY AND
 LA1216'ON THE APPROACH OF THE SIXTH GREEN.  MARK WILL BE
 LA1216'3 OR 4 INCHES UNDER THE
 LA1216'SURFACE OF THE GROUND, 2-1/2 FT. SOUTH
 LA1216'FROM LINE WITH NORTH EDGE OF CLUB HOUSE.
 LA1216'
 LA1216'UNDERGROUND MARK IS A 3/8-INCH COPPER TUBE IN A MASS OF CONCRETE
 LA1216'3-1/2 FEET BELOW
 LA1216'THE SURFACE OF THE GROUND.  SURFACE MARK
 LA1216'IS A STANDARD STATION MARK DISK IN
 LA1216'CONCRETE POST ABOUT 3 INCHES
 LA1216'BELOW THE SURFACE OF THE GROUND.  IT IS STAMPED
 LA1216'MUNCIE 2 1940.
 LA1216'
 LA1216'R.M. NO. 1 IS A STANDARD REFERENCE DISK SET IN CONCRETE POST,
 LA1216'FLUSH WITH THE
 LA1216'GROUND.  IT IS ABOUT 18 FEET EAST FROM THE EAST
 LA1216'EDGE OF THE SIXTH GREEN, 2 FEET
 LA1216'EAST FROM THE EAST EDGE OF A SAND
 LA1216'TRAP, ON LINE WITH THE NORTH EDGE OF THE CLUB
 LA1216'HOUSE AND 53.5 FEET
 LA1216'WEST FROM THE NW CORNER OF CLUB HOUSE, IT IS 33.716 M (110.615
 LA1216'FT) EAST OF STATION MARK.
 LA1216'
 LA1216'R.M. NO. 2 IS A STANDARD REFERENCE DISK IN A CONCRETE POST,
 LA1216'FLUSH WITH THE
 LA1216'GROUND, IT IS 2-1/2 FEET SW FROM THE MOST SW IRON
 LA1216'POST OF AN IRON PIPE FENCE AROUND
 LA1216'NO. 1 TEE, WHICH IS SW OF THE
 LA1216'CLUBHOUSE, 8 FEET SOUTH OF A TREE AND 12 PACES SOUTH
 LA1216'FROM THE
 LA1216'SOUTHEAST CORNER OF SIXTH GREEN, 78 FEET WEST AND 22 FEET SOUTH
 LA1216'FROM THE SW CORNER
 LA1216'OF CLUBHOUSE, IT IS 32.107 METERS (105.335 FT.)
 LA1216'SE OF STATION MARK.  DISTANCE BETWEEN
 LA1216'REFERENCE MARKS IS 24.68
 LA1216'METERS (80.97 FT.).
 LA1216'
 LA1216'AZIMUTH MARK IS THE 1934 MUNCIE AZIMUTH MARK WHICH IS ABOUT
 LA1216'0.25 MILE SOUTH OF
 LA1216'STATION, AT THE SOUTH EDGE OF GOLF COURSE,
 LA1216'AND AT THE NORTH EDGE OF A ROAD ON A
 LA1216'CINDER FILL, 120 FEET EAST
 LA1216'OF THE NE CORNER OF HIGH SCHOOL ATHLETIC FIELD, AND
 LA1216'ABOUT 100
 LA1216'YARDS WEST OF A STREET WHICH RUNS ALONG EAST SIDE OF GOLF COURSE.
 LA1216'IT IS A STANDARD
 LA1216'AZIMUTH MARK DISK SET IN CONCRETE POST (ROUND)
 LA1216'WHICH PROJECTS ABOUT 6 INCHES.  IT
 LA1216'IS STAMPED MUNCIE 1934.
 LA1216'
 LA1216'NOTE- REFERENCE MARKS WERE MADE FROM MAGNETIC MARK DISKS,
 LA1216'BY GRINDING THE
 LA1216'WORDS MAGNETIC MARK OFF AND STAMPING REFERENCE
 LA1216'MARK IN ITS PLACE, AND AN ARROW
 LA1216'CUT IN THE CENTER.  BOTH REFERENCE
 LA1216'MARKS ARE STAMPED MUNCIE 2 1940, NO. 1 AND NO. 2 RESPECTIVELY.
 LA1216
 LA1216                          STATION RECOVERY (1947)
 LA1216
 LA1216'RECOVERY NOTE BY NATIONAL 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,
 LA1216'STAMPED MUNCIE AZIMUTH 1934, WERE FOUND 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
 LA1216'FROM THE NORTHEAST
 LA1216'CORNER OF THE COURT HOUSE SQUARE, AT THE NE CORNER
 LA1216'OF THE BALL RECREATIONAL FIELD.
 LA1216'STATION IS LOCATED 144 FT. WEST OF THE
 LA1216'NW CORNER OF THE FORMER CLUB HOUSE, 105.3 FT. NW OF
 LA1216'RM NO. 2, AND ABOUT
 LA1216'2 FEET SOUTH OF A POINT IN LINE WITH THE NORTH WALL OF THE FORMER
 LA1216'CLUB HOUSE.
 LA1216'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
 LA1216'IS NOW KNOWN AS
 LA1216'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
 LA1216'IN BATTERED CONDITION THOUGH THE DISK IS STILL IN PLACE AND THE MARK
 LA1216'IS SOLID.  RM NO 1 WAS NOT
 LA1216'LOOKED FOR AS MEASUREMENTS PLACED IT UNDER A LARGE PILE
 LA1216'OF CINDERS.  THE OLD DESCRIPTION WAS
 LA1216'INADEQUATE, A NEW DESCRIPTION FOLLOWS- STATION
 LA1216'IS ABOUT 0.6 MILE NORTH OF COURTHOUSE IN MUNCIE, AT NE
 LA1216'CORNER OF BALL RECREATIONAL
 LA1216'FIELD, ABOUT 13 YARDS SOUTH OF SOUTH BANK OF WHITE RIVER, 144 FT.
 LA1216'WEST OF THE NW CORNER OF THE
 LA1216'FORMER CLUB HOUSE, 53.0 FT. NORTH OF LARGE ELM TREE, WESTERLY OF TWO,
 LA1216'40.6 FT. SW OF POLE DE 66 A 3 -
 LA1216'167.  THE MARK IS A STANDARD BRONZE DISK SET IN A
 LA1216'CONCRETE POST ABOUT 5 INCHES BELOW THE GROUND.  IT
 LA1216'IS STAMPED MUNCIE 2 1940.
 LA1216'
 LA1216'RM NO. 2 IS STANDARD REFERENCE DISK SET IN CONCRETE POST ABOUT 1 INCH
 LA1216'BELOW THE GROUND.  IT IS 8
 LA1216'FT. SOUTH OF A LARGE ELM TREE, EASTERLY OF TWO, 78 FT. WEST AND
 LA1216'22 FT. SOUTH OF THE SW CORNER OF
 LA1216'THE FORMER 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
 LA1216'PARKING LOT NORTH OF SCHOOL.  IT IS IN THE SW CORNER OF THE LOT
 LA1216'NEAR THE INTERSECTION OF PAVED ROAD
 LA1216'AND IN LINE WITH THE NORTH EDGE OF THE PAVED
 LA1216'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
 LA1216'NO. 1 AND 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 LA1216'MARK WAS RECOVERED, HOWEVER IT IS NOW AT THE SOUTHWEST CORNER OF A
 LA1216'GRAVEL PARKING LOT THAT IS NORTH OF THE SCHOOL HOUSE.  THE MARK
 LA1216'HAS BEEN HIT AND APPEARS TO BE SLIGHTLY OUT OF ITS ORIGINAL
 LA1216'POSITION.  THE MUNCIE COURTHOUSE FINIAL OBSERVED IN 1940 HAS BEEN
 LA1216'REMOVED AND THE OLD COURTHOUSE TORN DOWN.  THE AREA IN WHICH THE
 LA1216'STATION IS IN IS NO LONGER A GOLF COURSE BUT RATHER A GRASSY
 LA1216'RECREATION AREA.  THE OLD CLUBHOUSE STILL EXISTS.  THE 1940
 LA1216'DESCRIPTION OF THE LOCATION OF THE STATION IS ADEQUATE.  THE
 LA1216'FOLLOW NOTES WILL BE HELPFUL IN FUTURE RECOVERY OF THE
 LA1216'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
 LA1216'A POWER LINE POLE THAT IS AT A POINT WHERE THE POWER LINE MAKES A
 LA1216'90 DEG 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
 LA1216'GRAVEL DRIVEWAY, 33.6 FEET WEST OF THE NORTHWEST CORNER OF THE
 LA1216'CLUBHOUSE, 23.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE WHITE
 LA1216'BOARD BUILDING AND 0.6 FEET NORTH OF THE PROJECTED PLANE OF THE
 LA1216'NORTH WALL 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
 LA1216'LINE BETWEEN THIS MARK AND THE STATION MARK.
 LA1216'
 LA1216'THE AZIMUTH MARK IS AS DESCRIBED, HOWEVER A GRAVEL PARKING LOT
 LA1216'JOINS THE ROAD AT THIS POINT AND THE MARK IS IN THE SOUTHWEST CORNER
 LA1216'OF THE 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 = OCTOBER  6, 2006
 LA1215 ***********************************************************************
 LA1215  DESIGNATION -  MUNCIE 2 RM 2
 LA1215  PID         -  LA1215
 LA1215  STATE/COUNTY-  IN/DELAWARE
 LA1215  USGS QUAD   -  MUNCIE WEST (1992)
 LA1215
 LA1215                         *CURRENT SURVEY CONTROL
 LA1215  ___________________________________________________________________
 LA1215* NAD 83(1986)-  40 12 13.     (N)    085 23 14.     (W)     SCALED    
 LA1215* NAVD 88     -       286.664  (meters)     940.50   (feet)  ADJUSTED  
 LA1215  ___________________________________________________________________
 LA1215  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 LA1215  DYNAMIC HT  -         286.512 (meters)     940.00  (feet)  COMP
 LA1215  MODELED GRAV-     980,086.8   (mgal)                       NAVD 88
 LA1215
 LA1215  VERT ORDER  -  SECOND    CLASS 0
 LA1215
 LA1215.The horizontal coordinates were scaled from a topographic map and have
 LA1215.an estimated accuracy of +/- 6 seconds.
 LA1215
 LA1215.The orthometric height was determined by differential leveling
 LA1215.and adjusted by the National Geodetic Survey in June 1991..
 LA1215
 LA1215.The geoid height was determined by GEOID03.
 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     -   550,160.      123,790.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1215.See file dsdata.txt to determine how the superseded data were derived.
 LA1215
 LA1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK372516(NAD 83)
 LA1215_MARKER: DR = REFERENCE MARK DISK
 LA1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1215_STAMPING: MUNCIE 2 NO 2 1940
 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             NGS
 LA1215
 LA1215                          STATION DESCRIPTION
 LA1215
 LA1215'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2087 ***********************************************************************
 LA2087  DESIGNATION -  MUNCIE AIRPORT AIRWAY BEACON
 LA2087  PID         -  LA2087
 LA2087  STATE/COUNTY-  IN/DELAWARE
 LA2087  USGS QUAD   -  MUNCIE WEST (1992)
 LA2087
 LA2087                         *CURRENT SURVEY CONTROL
 LA2087  ___________________________________________________________________
 LA2087* NAD 83(1997)-  40 14 15.94760(N)    085 23 15.44317(W)     ADJUSTED  
 LA2087* NAVD 88     -                                                        
 LA2087  ___________________________________________________________________
 LA2087  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 LA2087  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 LA2087
 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
 LA2087.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2087
 LA2087.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2087
 LA2087  NAD 83(1995)-  40 14 15.94917(N)    085 23 15.45225(W) AD(       ) 4
 LA2087  NAD 83(1986)-  40 14 15.94963(N)    085 23 15.45592(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2087.See file dsdata.txt to determine how the superseded data were derived.
 LA2087
 LA2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3715655394(NAD 83)
 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             CGS
 LA2087  HISTORY     - 19961115 GOOD             CGS
 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 COAST AND 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 COAST AND 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 = OCTOBER  6, 2006
 LA1214 ***********************************************************************
 LA1214  DESIGNATION -  MUNCIE AZ MK
 LA1214  PID         -  LA1214
 LA1214  STATE/COUNTY-  IN/DELAWARE
 LA1214  USGS QUAD   -  MUNCIE WEST (1992)
 LA1214
 LA1214                         *CURRENT SURVEY CONTROL
 LA1214  ___________________________________________________________________
 LA1214* NAD 83(1986)-  40 11 59.     (N)    085 23 15.     (W)     SCALED    
 LA1214* NAVD 88     -       284.161  (meters)     932.28   (feet)  ADJUSTED  
 LA1214  ___________________________________________________________________
 LA1214  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 LA1214  DYNAMIC HT  -         284.009 (meters)     931.79  (feet)  COMP
 LA1214  MODELED GRAV-     980,086.2   (mgal)                       NAVD 88
 LA1214
 LA1214  VERT ORDER  -  SECOND    CLASS 0
 LA1214
 LA1214.The horizontal coordinates were scaled from a topographic map and have
 LA1214.an estimated accuracy of +/- 6 seconds.
 LA1214
 LA1214.The orthometric height was determined by differential leveling
 LA1214.and adjusted by the National Geodetic Survey in June 1991..
 LA1214
 LA1214.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1214.See file dsdata.txt to determine how the superseded data were derived.
 LA1214
 LA1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK372511(NAD 83)
 LA1214_MARKER: DR = REFERENCE MARK DISK
 LA1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1214_STAMPING: MUNCIE AZIMUTH 1934
 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             NGS
 LA1214
 LA1214                          STATION DESCRIPTION
 LA1214
 LA1214'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2075 ***********************************************************************
 LA2075  DESIGNATION -  MUNCIE BALL BROS PLANT STACK
 LA2075  PID         -  LA2075
 LA2075  STATE/COUNTY-  IN/DELAWARE
 LA2075  USGS QUAD   -  MUNCIE EAST (1984)
 LA2075
 LA2075                         *CURRENT SURVEY CONTROL
 LA2075  ___________________________________________________________________
 LA2075* NAD 83(1997)-  40 10 50.17163(N)    085 22 10.32056(W)     ADJUSTED  
 LA2075* NAVD 88     -                                                        
 LA2075  ___________________________________________________________________
 LA2075  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 LA2075  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 LA2075
 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
 LA2075.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2075
 LA2075.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2075
 LA2075  NAD 83(1995)-  40 10 50.17286(N)    085 22 10.32983(W) AD(       ) 4
 LA2075  NAD 83(1986)-  40 10 50.17345(N)    085 22 10.33323(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2075.See file dsdata.txt to determine how the superseded data were derived.
 LA2075
 LA2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3881249077(NAD 83)
 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 = OCTOBER  6, 2006
 LA2090 ***********************************************************************
 LA2090  DESIGNATION -  MUNCIE BORG WARNER CORP E TANK
 LA2090  PID         -  LA2090
 LA2090  STATE/COUNTY-  IN/DELAWARE
 LA2090  USGS QUAD   -  MUNCIE WEST (1992)
 LA2090
 LA2090                         *CURRENT SURVEY CONTROL
 LA2090  ___________________________________________________________________
 LA2090* NAD 83(1997)-  40 10 43.30543(N)    085 26 40.89939(W)     ADJUSTED  
 LA2090* NAVD 88     -                                                        
 LA2090  ___________________________________________________________________
 LA2090  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 LA2090  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 LA2090
 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
 LA2090.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2090
 LA2090.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2090
 LA2090  NAD 83(1995)-  40 10 43.30684(N)    085 26 40.90970(W) AD(       ) 4
 LA2090  NAD 83(1986)-  40 10 43.30734(N)    085 26 40.91294(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2090.See file dsdata.txt to determine how the superseded data were derived.
 LA2090
 LA2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3241648751(NAD 83)
 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 = OCTOBER  6, 2006
 LA2073 ***********************************************************************
 LA2073  DESIGNATION -  MUNCIE IND STEEL AND WIRE STK
 LA2073  PID         -  LA2073
 LA2073  STATE/COUNTY-  IN/DELAWARE
 LA2073  USGS QUAD   -  MUNCIE EAST (1984)
 LA2073
 LA2073                         *CURRENT SURVEY CONTROL
 LA2073  ___________________________________________________________________
 LA2073* NAD 83(1997)-  40 11 36.81547(N)    085 21 43.21838(W)     ADJUSTED  
 LA2073* NAVD 88     -                                                        
 LA2073  ___________________________________________________________________
 LA2073  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 LA2073  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 LA2073
 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
 LA2073.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2073
 LA2073.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2073
 LA2073  NAD 83(1995)-  40 11 36.81677(N)    085 21 43.22769(W) AD(       ) 4
 LA2073  NAD 83(1986)-  40 11 36.81732(N)    085 21 43.23090(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2073.See file dsdata.txt to determine how the superseded data were derived.
 LA2073
 LA2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3942650527(NAD 83)
 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 = OCTOBER  6, 2006
 LA2085 ***********************************************************************
 LA2085  DESIGNATION -  MUNCIE MUN POWER PLANT STACK
 LA2085  PID         -  LA2085
 LA2085  STATE/COUNTY-  IN/DELAWARE
 LA2085  USGS QUAD   -  MUNCIE WEST (1992)
 LA2085
 LA2085                         *CURRENT SURVEY CONTROL
 LA2085  ___________________________________________________________________
 LA2085* NAD 83(1997)-  40 11 44.70648(N)    085 23 12.70193(W)     ADJUSTED  
 LA2085* NAVD 88     -                                                        
 LA2085  ___________________________________________________________________
 LA2085  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 LA2085  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 LA2085
 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
 LA2085.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2085
 LA2085.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2085
 LA2085  NAD 83(1995)-  40 11 44.70793(N)    085 23 12.71120(W) AD(       ) 4
 LA2085  NAD 83(1986)-  40 11 44.70829(N)    085 23 12.71470(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2085.See file dsdata.txt to determine how the superseded data were derived.
 LA2085
 LA2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3730650732(NAD 83)
 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 = OCTOBER  6, 2006
 LA2086 ***********************************************************************
 LA2086  DESIGNATION -  MUNCIE ST LAWRENCE CATH CHURCH
 LA2086  PID         -  LA2086
 LA2086  STATE/COUNTY-  IN/DELAWARE
 LA2086  USGS QUAD   -  MUNCIE WEST (1992)
 LA2086
 LA2086                         *CURRENT SURVEY CONTROL
 LA2086  ___________________________________________________________________
 LA2086* NAD 83(1997)-  40 11 27.70484(N)    085 22 38.39483(W)     ADJUSTED  
 LA2086* NAVD 88     -                                                        
 LA2086  ___________________________________________________________________
 LA2086  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 LA2086  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 LA2086
 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
 LA2086.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2086
 LA2086.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2086
 LA2086  NAD 83(1995)-  40 11 27.70620(N)    085 22 38.40414(W) AD(       ) 4
 LA2086  NAD 83(1986)-  40 11 27.70665(N)    085 22 38.40750(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2086.See file dsdata.txt to determine how the superseded data were derived.
 LA2086
 LA2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3812750222(NAD 83)
 LA2086_MARKER: 63 = STACK
 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 = OCTOBER  6, 2006
 LA2089 ***********************************************************************
 LA2089  DESIGNATION -  MUNCIE TV STATION WLBC MAST
 LA2089  PID         -  LA2089
 LA2089  STATE/COUNTY-  IN/DELAWARE
 LA2089  USGS QUAD   -  MUNCIE WEST (1992)
 LA2089
 LA2089                         *CURRENT SURVEY CONTROL
 LA2089  ___________________________________________________________________
 LA2089* NAD 83(1997)-  40 09 38.17964(N)    085 22 42.24738(W)     ADJUSTED  
 LA2089* NAVD 88     -                                                        
 LA2089  ___________________________________________________________________
 LA2089  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 LA2089  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 LA2089
 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
 LA2089.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2089
 LA2089.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2089
 LA2089  NAD 83(1995)-  40 09 38.18061(N)    085 22 42.25771(W) AD(       ) 4
 LA2089  NAD 83(1986)-  40 09 38.18145(N)    085 22 42.26045(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2089.See file dsdata.txt to determine how the superseded data were derived.
 LA2089
 LA2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3809746844(NAD 83)
 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 = OCTOBER  6, 2006
 LA2092 ***********************************************************************
 LA2092  DESIGNATION -  MUNCIE WESTINGHOUSE CORP TANK
 LA2092  PID         -  LA2092
 LA2092  STATE/COUNTY-  IN/DELAWARE
 LA2092  USGS QUAD   -  MUNCIE WEST (1992)
 LA2092
 LA2092                         *CURRENT SURVEY CONTROL
 LA2092  ___________________________________________________________________
 LA2092* NAD 83(1997)-  40 09 39.03405(N)    085 23 57.06886(W)     ADJUSTED  
 LA2092* NAVD 88     -                                                        
 LA2092  ___________________________________________________________________
 LA2092  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 LA2092  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 LA2092
 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
 LA2092.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2092
 LA2092.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2092
 LA2092  NAD 83(1995)-  40 09 39.03535(N)    085 23 57.07924(W) AD(       ) 4
 LA2092  NAD 83(1986)-  40 09 39.03577(N)    085 23 57.08243(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2092.See file dsdata.txt to determine how the superseded data were derived.
 LA2092
 LA2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3632746838(NAD 83)
 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 = OCTOBER  6, 2006
 ME2921 ***********************************************************************
 ME2921  DESIGNATION -  MUNSTER MUNICIPAL TANK
 ME2921  PID         -  ME2921
 ME2921  STATE/COUNTY-  IN/LAKE
 ME2921  USGS QUAD   -  CALUMET CITY (1991)
 ME2921
 ME2921                         *CURRENT SURVEY CONTROL
 ME2921  ___________________________________________________________________
 ME2921* NAD 83(1997)-  41 33 42.44816(N)    087 30 31.35937(W)     ADJUSTED  
 ME2921* NAVD 88     -                                                        
 ME2921  ___________________________________________________________________
 ME2921  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 ME2921  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 ME2921
 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
 ME2921.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2921
 ME2921.The geoid height was determined by GEOID03.
 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;SPC IL E     -   543,760.800   368,785.892   MT  1.00003320   +0 32 49.6
 ME2921;SPC IL E     - 1,783,988.56  1,209,925.05   sFT  1.00003320   +0 32 49.6
 ME2921;UTM  16      - 4,601,249.192   457,581.892   MT  0.99962214   -0 20 15.0
 ME2921
 ME2921                          SUPERSEDED SURVEY CONTROL
 ME2921
 ME2921  NAD 83(1994)-  41 33 42.45335(N)    087 30 31.36652(W) AD(       ) 4
 ME2921  NAD 83(1986)-  41 33 42.45336(N)    087 30 31.36646(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2921.See file dsdata.txt to determine how the superseded data were derived.
 ME2921
 ME2921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5758201249(NAD 83)
 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 = OCTOBER  6, 2006
 JA1672 ***********************************************************************
 JA1672  DESIGNATION -  MUSCAT
 JA1672  PID         -  JA1672
 JA1672  STATE/COUNTY-  IN/JACKSON
 JA1672  USGS QUAD   -  VALLONIA (1994)
 JA1672
 JA1672                         *CURRENT SURVEY CONTROL
 JA1672  ___________________________________________________________________
 JA1672* NAD 83(1997)-  38 46 48.72905(N)    086 06 18.91743(W)     ADJUSTED  
 JA1672* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 JA1672  ___________________________________________________________________
 JA1672  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 JA1672  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JA1672
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1672
 JA1672.The geoid height was determined by GEOID03.
 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     -   0.99997970  x   0.99998454  =   0.99996424
 JA1672!UTM  16      -   0.99997970  x   0.99967438  =   0.99965409
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1672.See file dsdata.txt to determine how the superseded data were derived.
 JA1672
 JA1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7771792766(NAD 83)
 JA1672_MARKER: DS = TRIANGULATION STATION DISK
 JA1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ3357 ***********************************************************************
 JZ3357  DESIGNATION -  MUSCATATUCK ST HOSP SCH TANK
 JZ3357  PID         -  JZ3357
 JZ3357  STATE/COUNTY-  IN/JENNINGS
 JZ3357  USGS QUAD   -  BUTLERVILLE (1994)
 JZ3357
 JZ3357                         *CURRENT SURVEY CONTROL
 JZ3357  ___________________________________________________________________
 JZ3357* NAD 83(1997)-  39 03 07.94617(N)    085 31 42.10654(W)     ADJUSTED  
 JZ3357* NAVD 88     -                                                        
 JZ3357  ___________________________________________________________________
 JZ3357  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 JZ3357  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ3357
 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
 JZ3357.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3357
 JZ3357.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3357
 JZ3357  NAD 83(1995)-  39 03 07.94943(N)    085 31 42.09509(W) AD(       ) 4
 JZ3357  NAD 83(1993)-  39 03 07.95098(N)    085 31 42.09633(W) AD(       ) 4
 JZ3357  NAD 83(1986)-  39 03 07.94928(N)    085 31 42.10021(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3357.See file dsdata.txt to determine how the superseded data were derived.
 JZ3357
 JZ3357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2734123601(NAD 83)
 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 = OCTOBER  6, 2006
 LB2351 ***********************************************************************
 LB2351  DESIGNATION -  MUSSEL
 LB2351  PID         -  LB2351
 LB2351  STATE/COUNTY-  IN/MIAMI
 LB2351  USGS QUAD   -  DEEDSVILLE (1992)
 LB2351
 LB2351                         *CURRENT SURVEY CONTROL
 LB2351  ___________________________________________________________________
 LB2351* NAD 83(1997)-  40 54 43.09599(N)    086 02 23.45113(W)     ADJUSTED  
 LB2351* NAVD 88     -       266.     (meters)     873.     (feet)  SCALED    
 LB2351  ___________________________________________________________________
 LB2351  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 LB2351  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 LB2351
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2351
 LB2351.The geoid height was determined by GEOID03.
 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     -   0.99996362  x   0.99997883  =   0.99994245
 LB2351!UTM  16      -   0.99996362  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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2351.See file dsdata.txt to determine how the superseded data were derived.
 LB2351
 LB2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8085829429(NAD 83)
 LB2351_MARKER: DS = TRIANGULATION STATION DISK
 LB2351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ1822 ***********************************************************************
 JZ1822  DESIGNATION -  N 1 RESET
 JZ1822  PID         -  JZ1822
 JZ1822  STATE/COUNTY-  IN/RIPLEY
 JZ1822  USGS QUAD   -  BATESVILLE (1993)
 JZ1822
 JZ1822                         *CURRENT SURVEY CONTROL
 JZ1822  ___________________________________________________________________
 JZ1822* NAD 83(1986)-  39 16 59.     (N)    085 10 37.     (W)     SCALED    
 JZ1822* NAVD 88     -       300.473  (meters)     985.80   (feet)  ADJUSTED  
 JZ1822  ___________________________________________________________________
 JZ1822  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ1822  DYNAMIC HT  -         300.284 (meters)     985.18  (feet)  COMP
 JZ1822  MODELED GRAV-     979,990.3   (mgal)                       NAVD 88
 JZ1822
 JZ1822  VERT ORDER  -  FIRST     CLASS II
 JZ1822
 JZ1822.The horizontal coordinates were scaled from a topographic map and have
 JZ1822.an estimated accuracy of +/- 6 seconds.
 JZ1822
 JZ1822.The orthometric height was determined by differential leveling
 JZ1822.and adjusted by the National Geodetic Survey in June 1991..
 JZ1822
 JZ1822.The geoid height was determined by GEOID03.
 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     -   448,030.      142,250.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1822.See file dsdata.txt to determine how the superseded data were derived.
 JZ1822
 JZ1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ572497(NAD 83)
 JZ1822_MARKER: DB = BENCH MARK DISK
 JZ1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1822_STAMPING: N 1 RESET 1938
 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             NGS
 JZ1822  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ1822
 JZ1822                          STATION DESCRIPTION
 JZ1822
 JZ1822'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1295 ***********************************************************************
 LB1295  DESIGNATION -  N 100
 LB1295  PID         -  LB1295
 LB1295  STATE/COUNTY-  IN/BENTON
 LB1295  USGS QUAD   -  BOSWELL (1980)
 LB1295
 LB1295                         *CURRENT SURVEY CONTROL
 LB1295  ___________________________________________________________________
 LB1295* NAD 83(1986)-  40 30 28.     (N)    087 26 14.     (W)     SCALED    
 LB1295* NAVD 88     -       233.161  (meters)     764.96   (feet)  ADJUSTED  
 LB1295  ___________________________________________________________________
 LB1295  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 LB1295  DYNAMIC HT  -         233.047 (meters)     764.59  (feet)  COMP
 LB1295  MODELED GRAV-     980,130.1   (mgal)                       NAVD 88
 LB1295
 LB1295  VERT ORDER  -  SECOND    CLASS 0
 LB1295
 LB1295.The horizontal coordinates were scaled from a topographic map and have
 LB1295.an estimated accuracy of +/- 6 seconds.
 LB1295
 LB1295.The orthometric height was determined by differential leveling
 LB1295.and adjusted by the National Geodetic Survey in June 1991..
 LB1295
 LB1295.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1295.See file dsdata.txt to determine how the superseded data were derived.
 LB1295
 LB1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK629842(NAD 83)
 LB1295_MARKER: DB = BENCH MARK DISK
 LB1295_SETTING: 80 = SET IN A BOULDER
 LB1295_SP_SET: BOULDER
 LB1295_STAMPING: N 100 1946
 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 = OCTOBER  6, 2006
 KA1048 ***********************************************************************
 KA1048  DESIGNATION -  N 101
 KA1048  PID         -  KA1048
 KA1048  STATE/COUNTY-  IN/PARKE
 KA1048  USGS QUAD   -  ALAMO (1980)
 KA1048
 KA1048                         *CURRENT SURVEY CONTROL
 KA1048  ___________________________________________________________________
 KA1048* NAD 83(1986)-  39 52 39.     (N)    087 05 56.     (W)     SCALED    
 KA1048* NAVD 88     -       229.767  (meters)     753.83   (feet)  ADJUSTED  
 KA1048  ___________________________________________________________________
 KA1048  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KA1048  DYNAMIC HT  -         229.639 (meters)     753.41  (feet)  COMP
 KA1048  MODELED GRAV-     980,063.3   (mgal)                       NAVD 88
 KA1048
 KA1048  VERT ORDER  -  SECOND    CLASS 0
 KA1048
 KA1048.The horizontal coordinates were scaled from a topographic map and have
 KA1048.an estimated accuracy of +/- 6 seconds.
 KA1048
 KA1048.The orthometric height was determined by differential leveling
 KA1048.and adjusted by the National Geodetic Survey in June 1991..
 KA1048
 KA1048.The geoid height was determined by GEOID03.
 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     -   513,920.      898,670.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1048.See file dsdata.txt to determine how the superseded data were derived.
 KA1048
 KA1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK915141(NAD 83)
 KA1048_MARKER: DB = BENCH MARK DISK
 KA1048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1048_SP_SET: CULVERT
 KA1048_STAMPING: N 101 1946
 KA1048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1768 ***********************************************************************
 LB1768  DESIGNATION -  N 102
 LB1768  PID         -  LB1768
 LB1768  STATE/COUNTY-  IN/FOUNTAIN
 LB1768  USGS QUAD   -  HILLSBORO (1980)
 LB1768
 LB1768                         *CURRENT SURVEY CONTROL
 LB1768  ___________________________________________________________________
 LB1768* NAD 83(1986)-  40 02 21.     (N)    087 14 35.     (W)     SCALED    
 LB1768* NAVD 88     -       208.886  (meters)     685.32   (feet)  ADJUSTED  
 LB1768  ___________________________________________________________________
 LB1768  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LB1768  DYNAMIC HT  -         208.775 (meters)     684.96  (feet)  COMP
 LB1768  MODELED GRAV-     980,091.0   (mgal)                       NAVD 88
 LB1768
 LB1768  VERT ORDER  -  SECOND    CLASS 0
 LB1768
 LB1768.The horizontal coordinates were scaled from a topographic map and have
 LB1768.an estimated accuracy of +/- 6 seconds.
 LB1768
 LB1768.The orthometric height was determined by differential leveling
 LB1768.and adjusted by the National Geodetic Survey in June 1991..
 LB1768
 LB1768.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1768.See file dsdata.txt to determine how the superseded data were derived.
 LB1768
 LB1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK792321(NAD 83)
 LB1768_MARKER: DB = BENCH MARK DISK
 LB1768_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1768_SP_SET: CULVERT
 LB1768_STAMPING: N 102 1946
 LB1768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0990 ***********************************************************************
 KA0990  DESIGNATION -  N 103
 KA0990  PID         -  KA0990
 KA0990  STATE/COUNTY-  IN/FOUNTAIN
 KA0990  USGS QUAD   -  KINGMAN (1978)
 KA0990
 KA0990                         *CURRENT SURVEY CONTROL
 KA0990  ___________________________________________________________________
 KA0990* NAD 83(1986)-  39 58 02.     (N)    087 17 31.     (W)     SCALED    
 KA0990* NAVD 88     -       207.961  (meters)     682.29   (feet)  ADJUSTED  
 KA0990  ___________________________________________________________________
 KA0990  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KA0990  DYNAMIC HT  -         207.849 (meters)     681.92  (feet)  COMP
 KA0990  MODELED GRAV-     980,083.9   (mgal)                       NAVD 88
 KA0990
 KA0990  VERT ORDER  -  SECOND    CLASS 0
 KA0990
 KA0990.The horizontal coordinates were scaled from a topographic map and have
 KA0990.an estimated accuracy of +/- 6 seconds.
 KA0990
 KA0990.The orthometric height was determined by differential leveling
 KA0990.and adjusted by the National Geodetic Survey in June 1991..
 KA0990
 KA0990.The geoid height was determined by GEOID03.
 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     -   523,900.      882,180.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0990.See file dsdata.txt to determine how the superseded data were derived.
 KA0990
 KA0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK750241(NAD 83)
 KA0990_MARKER: DB = BENCH MARK DISK
 KA0990_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0990_SP_SET: CULVERT
 KA0990_STAMPING: N 103 1946
 KA0990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1763 ***********************************************************************
 LB1763  DESIGNATION -  N 104
 LB1763  PID         -  LB1763
 LB1763  STATE/COUNTY-  IN/FOUNTAIN
 LB1763  USGS QUAD   -  PERRYSVILLE (1991)
 LB1763
 LB1763                         *CURRENT SURVEY CONTROL
 LB1763  ___________________________________________________________________
 LB1763* NAD 83(1986)-  40 01 57.     (N)    087 24 16.     (W)     SCALED    
 LB1763* NAVD 88     -       197.674  (meters)     648.54   (feet)  ADJUSTED  
 LB1763  ___________________________________________________________________
 LB1763  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 LB1763  DYNAMIC HT  -         197.571 (meters)     648.20  (feet)  COMP
 LB1763  MODELED GRAV-     980,101.1   (mgal)                       NAVD 88
 LB1763
 LB1763  VERT ORDER  -  SECOND    CLASS 0
 LB1763
 LB1763.The horizontal coordinates were scaled from a topographic map and have
 LB1763.an estimated accuracy of +/- 6 seconds.
 LB1763
 LB1763.The orthometric height was determined by differential leveling
 LB1763.and adjusted by the National Geodetic Survey in June 1991..
 LB1763
 LB1763.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1763.See file dsdata.txt to determine how the superseded data were derived.
 LB1763
 LB1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK654314(NAD 83)
 LB1763_MARKER: DB = BENCH MARK DISK
 LB1763_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1763_SP_SET: CULVERT
 LB1763_STAMPING: N 104 1946
 LB1763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME1372 ***********************************************************************
 ME1372  DESIGNATION -  N 105
 ME1372  PID         -  ME1372
 ME1372  STATE/COUNTY-  IN/NEWTON
 ME1372  USGS QUAD   -  FAIR OAKS (1980)
 ME1372
 ME1372                         *CURRENT SURVEY CONTROL
 ME1372  ___________________________________________________________________
 ME1372* NAD 83(1986)-  41 03 27.     (N)    087 19 59.     (W)     SCALED    
 ME1372* NAVD 88     -       204.615  (meters)     671.31   (feet)  ADJUSTED  
 ME1372  ___________________________________________________________________
 ME1372  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 ME1372  DYNAMIC HT  -         204.528 (meters)     671.02  (feet)  COMP
 ME1372  MODELED GRAV-     980,190.5   (mgal)                       NAVD 88
 ME1372
 ME1372  VERT ORDER  -  SECOND    CLASS 0
 ME1372
 ME1372.The horizontal coordinates were scaled from a topographic map and have
 ME1372.an estimated accuracy of +/- 6 seconds.
 ME1372
 ME1372.The orthometric height was determined by differential leveling
 ME1372.and adjusted by the National Geodetic Survey in June 1991..
 ME1372
 ME1372.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1372.See file dsdata.txt to determine how the superseded data were derived.
 ME1372
 ME1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL720451(NAD 83)
 ME1372_MARKER: DB = BENCH MARK DISK
 ME1372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1372_SP_SET: BRIDGE
 ME1372_STAMPING: N 105 1946
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1968
 ME1372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1304 ***********************************************************************
 LB1304  DESIGNATION -  N 106
 LB1304  PID         -  LB1304
 LB1304  STATE/COUNTY-  IN/NEWTON
 LB1304  USGS QUAD   -  GOODLAND (1976)
 LB1304
 LB1304                         *CURRENT SURVEY CONTROL
 LB1304  ___________________________________________________________________
 LB1304* NAD 83(1986)-  40 51 05.     (N)    087 18 20.     (W)     SCALED    
 LB1304* NAVD 88     -       199.319  (meters)     653.93   (feet)  ADJUSTED  
 LB1304  ___________________________________________________________________
 LB1304  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LB1304  DYNAMIC HT  -         199.231 (meters)     653.64  (feet)  COMP
 LB1304  MODELED GRAV-     980,179.3   (mgal)                       NAVD 88
 LB1304
 LB1304  VERT ORDER  -  SECOND    CLASS 0
 LB1304
 LB1304.The horizontal coordinates were scaled from a topographic map and have
 LB1304.an estimated accuracy of +/- 6 seconds.
 LB1304
 LB1304.The orthometric height was determined by differential leveling
 LB1304.and adjusted by the National Geodetic Survey in June 1991..
 LB1304
 LB1304.The geoid height was determined by GEOID03.
 LB1304
 LB1304.The dynamic height is computed by dividing the NAVD 88
 LB1304.geopotential number by the normal gravity value computed on the
 LB1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1304.degrees latitude (g = 980.6199 gals.).
 LB1304
 LB1304.The modeled gravity was interpolated from observed gravity values.
 LB1304
 LB1304;                    North         East    Units  Estimated Accuracy
 LB1304;SPC IN W     -   622,080.      881,260.      MT  (+/- 180 meters Scaled)
 LB1304
 LB1304                          SUPERSEDED SURVEY CONTROL
 LB1304
 LB1304  NGVD 29 (??/??/92)  199.396  (m)          654.18   (f) ADJ UNCH    2 0
 LB1304
 LB1304.Superseded values are not recommended for survey control.
 LB1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1304.See file dsdata.txt to determine how the superseded data were derived.
 LB1304
 LB1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL742223(NAD 83)
 LB1304_MARKER: DB = BENCH MARK DISK
 LB1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1304_STAMPING: N 106 1946
 LB1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1304+STABILITY: SURFACE MOTION
 LB1304
 LB1304  HISTORY     - Date     Condition        Report By
 LB1304  HISTORY     - 1946     MONUMENTED       CGS
 LB1304
 LB1304                          STATION DESCRIPTION
 LB1304
 LB1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1304'6.6 MI N FROM GOODLAND.
 LB1304'ABOUT 0.6 MILE NORTH ALONG NEWTON STREET FROM THE PENNSYLVANIA
 LB1304'RAILROAD STATION AT GOODLAND, THENCE 0.65 MILE WEST ALONG A PAVED
 LB1304'ROAD, THENCE 5.4 MILES NORTH ALONG STATE HIGHWAY 55, 1.0 MILE
 LB1304'SOUTH OF THE INTERSECTION WITH STATE HIGHWAY 16, IN THE NORTHWEST
 LB1304'QUARTER OF A CROSS ROAD, 29 FEET WEST OF THE CENTER LINE OF THE
 LB1304'HIGHWAY, 66 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING WEST,
 LB1304'42 FEET NORTH OF A CONCRETE CORNER FENCE POST, 1 FOOT EAST OF
 LB1304'THE WEST RIGHT-OF-WAY FENCE LINE, SET IN THE TOP OF A CONCRETE
 LB1304'POST PROJECTING 4 INCHES AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1089 ***********************************************************************
 LB1089  DESIGNATION -  N 107
 LB1089  PID         -  LB1089
 LB1089  STATE/COUNTY-  IN/WHITE
 LB1089  USGS QUAD   -  MONON (1980)
 LB1089
 LB1089                         *CURRENT SURVEY CONTROL
 LB1089  ___________________________________________________________________
 LB1089* NAD 83(1986)-  40 52 05.     (N)    086 53 53.     (W)     SCALED    
 LB1089* NAVD 88     -       208.178  (meters)     683.00   (feet)  ADJUSTED  
 LB1089  ___________________________________________________________________
 LB1089  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 LB1089  DYNAMIC HT  -         208.085 (meters)     682.69  (feet)  COMP
 LB1089  MODELED GRAV-     980,171.9   (mgal)                       NAVD 88
 LB1089
 LB1089  VERT ORDER  -  SECOND    CLASS 0
 LB1089
 LB1089.The horizontal coordinates were scaled from a topographic map and have
 LB1089.an estimated accuracy of +/- 6 seconds.
 LB1089
 LB1089.The orthometric height was determined by differential leveling
 LB1089.and adjusted by the National Geodetic Survey in June 1991..
 LB1089
 LB1089.The geoid height was determined by GEOID03.
 LB1089
 LB1089.The dynamic height is computed by dividing the NAVD 88
 LB1089.geopotential number by the normal gravity value computed on the
 LB1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1089.degrees latitude (g = 980.6199 gals.).
 LB1089
 LB1089.The modeled gravity was interpolated from observed gravity values.
 LB1089
 LB1089;                    North         East    Units  Estimated Accuracy
 LB1089;SPC IN W     -   623,920.      915,620.      MT  (+/- 180 meters Scaled)
 LB1089
 LB1089                          SUPERSEDED SURVEY CONTROL
 LB1089
 LB1089  NGVD 29 (??/??/92)  208.271  (m)          683.30   (f) ADJ UNCH    2 0
 LB1089
 LB1089.Superseded values are not recommended for survey control.
 LB1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1089.See file dsdata.txt to determine how the superseded data were derived.
 LB1089
 LB1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL085241(NAD 83)
 LB1089_MARKER: DB = BENCH MARK DISK
 LB1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1089_STAMPING: N 107 1946
 LB1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1089+STABILITY: SURFACE MOTION
 LB1089
 LB1089  HISTORY     - Date     Condition        Report By
 LB1089  HISTORY     - 1946     MONUMENTED       CGS
 LB1089
 LB1089                          STATION DESCRIPTION
 LB1089
 LB1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LB1089'1 MI W FROM MONON.
 LB1089'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 16 FROM THE SCHOOL
 LB1089'BUILDING AT MONON, AT THE CROSSING OF THE CHICAGO, INDIANAPOLIS
 LB1089'AND LOUISVILLE RAILWAY, 37 FEET SOUTH OF THE CENTER LINE OF THE
 LB1089'HIGHWAY, 43 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK,
 LB1089'1 FOOT NORTH OF THE SOUTH HIGHWAY RIGHT-OF-WAY FENCE LINE, 50
 LB1089'FEET EAST OF A TELEPHONE, SET IN THE TOP OF A CONCRETE POST
 LB1089'PROJECTING 5 INCHES AND ABOUT 1 FOOT BELOW HIGHWAY LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1350 ***********************************************************************
 LB1350  DESIGNATION -  N 108
 LB1350  PID         -  LB1350
 LB1350  STATE/COUNTY-  IN/JASPER
 LB1350  USGS QUAD   -  RENSSELAER (1980)
 LB1350
 LB1350                         *CURRENT SURVEY CONTROL
 LB1350  ___________________________________________________________________
 LB1350* NAD 83(1986)-  40 55 23.     (N)    087 09 19.     (W)     SCALED    
 LB1350* NAVD 88     -       202.061  (meters)     662.93   (feet)  ADJUSTED  
 LB1350  ___________________________________________________________________
 LB1350  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 LB1350  DYNAMIC HT  -         201.973 (meters)     662.64  (feet)  COMP
 LB1350  MODELED GRAV-     980,185.9   (mgal)                       NAVD 88
 LB1350
 LB1350  VERT ORDER  -  SECOND    CLASS 0
 LB1350
 LB1350.The horizontal coordinates were scaled from a topographic map and have
 LB1350.an estimated accuracy of +/- 6 seconds.
 LB1350
 LB1350.The orthometric height was determined by differential leveling
 LB1350.and adjusted by the National Geodetic Survey in June 1991..
 LB1350
 LB1350.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 LB1350;SPC IN W     -   630,020.      893,940.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1350.See file dsdata.txt to determine how the superseded data were derived.
 LB1350
 LB1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL869302(NAD 83)
 LB1350_MARKER: DB = BENCH MARK DISK
 LB1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1350_STAMPING: N 108 1946
 LB1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1350+STABILITY: SURFACE MOTION
 LB1350
 LB1350  HISTORY     - Date     Condition        Report By
 LB1350  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1455 ***********************************************************************
 LB1455  DESIGNATION -  N 109
 LB1455  PID         -  LB1455
 LB1455  STATE/COUNTY-  IN/NEWTON
 LB1455  USGS QUAD   -  KENTLAND (1980)
 LB1455
 LB1455                         *CURRENT SURVEY CONTROL
 LB1455  ___________________________________________________________________
 LB1455* NAD 83(1986)-  40 45 59.     (N)    087 22 49.     (W)     SCALED    
 LB1455* NAVD 88     -       210.792  (meters)     691.57   (feet)  ADJUSTED  
 LB1455  ___________________________________________________________________
 LB1455  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 LB1455  DYNAMIC HT  -         210.696 (meters)     691.26  (feet)  COMP
 LB1455  MODELED GRAV-     980,163.4   (mgal)                       NAVD 88
 LB1455
 LB1455  VERT ORDER  -  SECOND    CLASS 0
 LB1455
 LB1455.The horizontal coordinates were scaled from a topographic map and have
 LB1455.an estimated accuracy of +/- 6 seconds.
 LB1455
 LB1455.The orthometric height was determined by differential leveling
 LB1455.and adjusted by the National Geodetic Survey in June 1991..
 LB1455
 LB1455.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1455.See file dsdata.txt to determine how the superseded data were derived.
 LB1455
 LB1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL679128(NAD 83)
 LB1455_MARKER: DB = BENCH MARK DISK
 LB1455_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1455_SP_SET: BRIDGE
 LB1455_STAMPING: N 109 1946
 LB1455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1455
 LB1455  HISTORY     - Date     Condition        Report By
 LB1455  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1456 ***********************************************************************
 LB1456  DESIGNATION -  N 109 RESET 1953
 LB1456  PID         -  LB1456
 LB1456  STATE/COUNTY-  IN/NEWTON
 LB1456  USGS QUAD   -  KENTLAND (1980)
 LB1456
 LB1456                         *CURRENT SURVEY CONTROL
 LB1456  ___________________________________________________________________
 LB1456* NAD 83(1986)-  40 45 59.     (N)    087 22 49.     (W)     SCALED    
 LB1456* NAVD 88     -       210.87   (meters)     691.8    (feet)  RESET     
 LB1456  ___________________________________________________________________
 LB1456  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 LB1456
 LB1456  VERT ORDER  -  THIRD
 LB1456
 LB1456.The horizontal coordinates were scaled from a topographic map and have
 LB1456.an estimated accuracy of +/- 6 seconds.
 LB1456
 LB1456.The orthometric height was computed from unverified reset data.
 LB1456
 LB1456.The geoid height was determined by GEOID03.
 LB1456
 LB1456;                    North         East    Units  Estimated Accuracy
 LB1456;SPC IN W     -   612,660.      874,930.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1456.See file dsdata.txt to determine how the superseded data were derived.
 LB1456
 LB1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL679128(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1456
 LB1456  HISTORY     - Date     Condition        Report By
 LB1456  HISTORY     - 1953     MONUMENTED       INHD
 LB1456  HISTORY     - 1953     GOOD             NGS
 LB1456  HISTORY     - 1984     GOOD             LOCSUR
 LB1456
 LB1456                          STATION DESCRIPTION
 LB1456
 LB1456'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0861 ***********************************************************************
 JA0861  DESIGNATION -  N 11
 JA0861  PID         -  JA0861
 JA0861  STATE/COUNTY-  IN/KNOX
 JA0861  USGS QUAD   -  WHEATLAND (1988)
 JA0861
 JA0861                         *CURRENT SURVEY CONTROL
 JA0861  ___________________________________________________________________
 JA0861* NAD 83(1986)-  38 39 47.     (N)    087 18 16.     (W)     SCALED    
 JA0861* NAVD 88     -       149.258  (meters)     489.69   (feet)  ADJUSTED  
 JA0861  ___________________________________________________________________
 JA0861  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 JA0861  DYNAMIC HT  -         149.164 (meters)     489.38  (feet)  COMP
 JA0861  MODELED GRAV-     979,994.2   (mgal)                       NAVD 88
 JA0861
 JA0861  VERT ORDER  -  FIRST     CLASS II
 JA0861
 JA0861.The horizontal coordinates were scaled from a topographic map and have
 JA0861.an estimated accuracy of +/- 6 seconds.
 JA0861
 JA0861.The orthometric height was determined by differential leveling
 JA0861.and adjusted by the National Geodetic Survey in June 1991..
 JA0861
 JA0861.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0861.See file dsdata.txt to determine how the superseded data were derived.
 JA0861
 JA0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH735794(NAD 83)
 JA0861_MARKER: DB = BENCH MARK DISK
 JA0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0861_STAMPING: N 11 1930 490.163
 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             NGS
 JA0861  HISTORY     - 1986     MARK NOT FOUND   NGS
 JA0861
 JA0861                          STATION DESCRIPTION
 JA0861
 JA0861'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0879 ***********************************************************************
 LB0879  DESIGNATION -  N 111
 LB0879  PID         -  LB0879
 LB0879  STATE/COUNTY-  IN/BOONE
 LB0879  USGS QUAD   -  HAZELRIGG (1980)
 LB0879
 LB0879                         *CURRENT SURVEY CONTROL
 LB0879  ___________________________________________________________________
 LB0879* NAD 83(1986)-  40 03 07.     (N)    086 37 11.     (W)     SCALED    
 LB0879* NAVD 88     -       273.021  (meters)     895.74   (feet)  ADJUSTED  
 LB0879  ___________________________________________________________________
 LB0879  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 LB0879  DYNAMIC HT  -         272.872 (meters)     895.25  (feet)  COMP
 LB0879  MODELED GRAV-     980,073.6   (mgal)                       NAVD 88
 LB0879
 LB0879  VERT ORDER  -  SECOND    CLASS 0
 LB0879
 LB0879.The horizontal coordinates were scaled from a topographic map and have
 LB0879.an estimated accuracy of +/- 6 seconds.
 LB0879
 LB0879.The orthometric height was determined by differential leveling
 LB0879.and adjusted by the National Geodetic Survey in June 1991..
 LB0879
 LB0879.The geoid height was determined by GEOID03.
 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     -   533,390.      939,560.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0879.See file dsdata.txt to determine how the superseded data were derived.
 LB0879
 LB0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK324335(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0614 ***********************************************************************
 LB0614  DESIGNATION -  N 112
 LB0614  PID         -  LB0614
 LB0614  STATE/COUNTY-  IN/BOONE
 LB0614  USGS QUAD   -  LEBANON (1979)
 LB0614
 LB0614                         *CURRENT SURVEY CONTROL
 LB0614  ___________________________________________________________________
 LB0614* NAD 83(1986)-  40 02 22.     (N)    086 22 49.     (W)     SCALED    
 LB0614* NAVD 88     -       289.802  (meters)     950.79   (feet)  ADJUSTED  
 LB0614  ___________________________________________________________________
 LB0614  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 LB0614  DYNAMIC HT  -         289.641 (meters)     950.26  (feet)  COMP
 LB0614  MODELED GRAV-     980,062.4   (mgal)                       NAVD 88
 LB0614
 LB0614  VERT ORDER  -  SECOND    CLASS 0
 LB0614
 LB0614.The horizontal coordinates were scaled from a topographic map and have
 LB0614.an estimated accuracy of +/- 6 seconds.
 LB0614
 LB0614.The orthometric height was determined by differential leveling
 LB0614.and adjusted by the National Geodetic Survey in June 1991..
 LB0614
 LB0614.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0614.See file dsdata.txt to determine how the superseded data were derived.
 LB0614
 LB0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK528323(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0850 ***********************************************************************
 LB0850  DESIGNATION -  N 113
 LB0850  PID         -  LB0850
 LB0850  STATE/COUNTY-  IN/CLINTON
 LB0850  USGS QUAD   -  COLFAX (1980)
 LB0850
 LB0850                         *CURRENT SURVEY CONTROL
 LB0850  ___________________________________________________________________
 LB0850* NAD 83(1986)-  40 11 10.     (N)    086 39 23.     (W)     SCALED    
 LB0850* NAVD 88     -       256.962  (meters)     843.05   (feet)  ADJUSTED  
 LB0850  ___________________________________________________________________
 LB0850  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 LB0850  DYNAMIC HT  -         256.826 (meters)     842.60  (feet)  COMP
 LB0850  MODELED GRAV-     980,087.8   (mgal)                       NAVD 88
 LB0850
 LB0850  VERT ORDER  -  SECOND    CLASS 0
 LB0850
 LB0850.The horizontal coordinates were scaled from a topographic map and have
 LB0850.an estimated accuracy of +/- 6 seconds.
 LB0850
 LB0850.The orthometric height was determined by differential leveling
 LB0850.and adjusted by the National Geodetic Survey in June 1991..
 LB0850
 LB0850.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0850.See file dsdata.txt to determine how the superseded data were derived.
 LB0850
 LB0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK292484(NAD 83)
 LB0850_MARKER: DB = BENCH MARK DISK
 LB0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0850_STAMPING: N 113 1946
 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 = OCTOBER  6, 2006
 LB0913 ***********************************************************************
 LB0913  DESIGNATION -  N 114
 LB0913  PID         -  LB0913
 LB0913  STATE/COUNTY-  IN/CLINTON
 LB0913  USGS QUAD   -  THORNTOWN (1991)
 LB0913
 LB0913                         *CURRENT SURVEY CONTROL
 LB0913  ___________________________________________________________________
 LB0913* NAD 83(1986)-  40 14 59.     (N)    086 30 31.     (W)     SCALED    
 LB0913* NAVD 88     -       264.324  (meters)     867.20   (feet)  ADJUSTED  
 LB0913  ___________________________________________________________________
 LB0913  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 LB0913  DYNAMIC HT  -         264.184 (meters)     866.74  (feet)  COMP
 LB0913  MODELED GRAV-     980,090.2   (mgal)                       NAVD 88
 LB0913
 LB0913  VERT ORDER  -  SECOND    CLASS 0
 LB0913
 LB0913.The horizontal coordinates were scaled from a topographic map and have
 LB0913.an estimated accuracy of +/- 6 seconds.
 LB0913
 LB0913.The orthometric height was determined by differential leveling
 LB0913.and adjusted by the National Geodetic Survey in June 1991..
 LB0913
 LB0913.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0913.See file dsdata.txt to determine how the superseded data were derived.
 LB0913
 LB0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK417555(NAD 83)
 LB0913_MARKER: DB = BENCH MARK DISK
 LB0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0913_STAMPING: N 114 1946
 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 = OCTOBER  6, 2006
 LB0095 ***********************************************************************
 LB0095  DESIGNATION -  N 115
 LB0095  PID         -  LB0095
 LB0095  STATE/COUNTY-  IN/CASS
 LB0095  USGS QUAD   -  YOUNG AMERICA (1959)
 LB0095
 LB0095                         *CURRENT SURVEY CONTROL
 LB0095  ___________________________________________________________________
 LB0095* NAD 83(1986)-  40 36 23.     (N)    086 21 19.     (W)     SCALED    
 LB0095* NAVD 88     -       217.825  (meters)     714.65   (feet)  ADJUSTED  
 LB0095  ___________________________________________________________________
 LB0095  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 LB0095  DYNAMIC HT  -         217.717 (meters)     714.29  (feet)  COMP
 LB0095  MODELED GRAV-     980,123.4   (mgal)                       NAVD 88
 LB0095
 LB0095  VERT ORDER  -  SECOND    CLASS 0
 LB0095
 LB0095.The horizontal coordinates were scaled from a topographic map and have
 LB0095.an estimated accuracy of +/- 6 seconds.
 LB0095
 LB0095.The orthometric height was determined by differential leveling
 LB0095.and adjusted by the National Geodetic Survey in June 1991..
 LB0095
 LB0095.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0095.See file dsdata.txt to determine how the superseded data were derived.
 LB0095
 LB0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK545952(NAD 83)
 LB0095_MARKER: DB = BENCH MARK DISK
 LB0095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0095_SP_SET: CULVERT HEADWALL
 LB0095_STAMPING: N 115 1946
 LB0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0095
 LB0095  HISTORY     - Date     Condition        Report By
 LB0095  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0001 ***********************************************************************
 LB0001  DESIGNATION -  N 116
 LB0001  PID         -  LB0001
 LB0001  STATE/COUNTY-  IN/CARROLL
 LB0001  USGS QUAD   -  DEER CREEK (1962)
 LB0001
 LB0001                         *CURRENT SURVEY CONTROL
 LB0001  ___________________________________________________________________
 LB0001* NAD 83(1986)-  40 30 13.     (N)    086 23 31.     (W)     SCALED    
 LB0001* NAVD 88     -       235.910  (meters)     773.98   (feet)  ADJUSTED  
 LB0001  ___________________________________________________________________
 LB0001  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 LB0001  DYNAMIC HT  -         235.790 (meters)     773.59  (feet)  COMP
 LB0001  MODELED GRAV-     980,110.1   (mgal)                       NAVD 88
 LB0001
 LB0001  VERT ORDER  -  SECOND    CLASS 0
 LB0001
 LB0001.The horizontal coordinates were scaled from a topographic map and have
 LB0001.an estimated accuracy of +/- 6 seconds.
 LB0001
 LB0001.The orthometric height was determined by differential leveling
 LB0001.and adjusted by the National Geodetic Survey in June 1991..
 LB0001
 LB0001.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0001.See file dsdata.txt to determine how the superseded data were derived.
 LB0001
 LB0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK515838(NAD 83)
 LB0001_MARKER: DB = BENCH MARK DISK
 LB0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0001_STAMPING: N 116 1946
 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 = OCTOBER  6, 2006
 LB0448 ***********************************************************************
 LB0448  DESIGNATION -  N 117
 LB0448  PID         -  LB0448
 LB0448  STATE/COUNTY-  IN/CLINTON
 LB0448  USGS QUAD   -  BURLINGTON (1984)
 LB0448
 LB0448                         *CURRENT SURVEY CONTROL
 LB0448  ___________________________________________________________________
 LB0448* NAD 83(1986)-  40 23 16.     (N)    086 24 42.     (W)     SCALED    
 LB0448* NAVD 88     -       263.403  (meters)     864.18   (feet)  ADJUSTED  
 LB0448  ___________________________________________________________________
 LB0448  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 LB0448  DYNAMIC HT  -         263.265 (meters)     863.73  (feet)  COMP
 LB0448  MODELED GRAV-     980,096.1   (mgal)                       NAVD 88
 LB0448
 LB0448  VERT ORDER  -  SECOND    CLASS 0
 LB0448
 LB0448.The horizontal coordinates were scaled from a topographic map and have
 LB0448.an estimated accuracy of +/- 6 seconds.
 LB0448
 LB0448.The orthometric height was determined by differential leveling
 LB0448.and adjusted by the National Geodetic Survey in June 1991..
 LB0448
 LB0448.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0448.See file dsdata.txt to determine how the superseded data were derived.
 LB0448
 LB0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK499709(NAD 83)
 LB0448_MARKER: DB = BENCH MARK DISK
 LB0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0448_STAMPING: N 117 1946
 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 = OCTOBER  6, 2006
 LB0962 ***********************************************************************
 LB0962  DESIGNATION -  N 118
 LB0962  PID         -  LB0962
 LB0962  STATE/COUNTY-  IN/CARROLL
 LB0962  USGS QUAD   -  FLORA (1986)
 LB0962
 LB0962                         *CURRENT SURVEY CONTROL
 LB0962  ___________________________________________________________________
 LB0962* NAD 83(1986)-  40 34 07.     (N)    086 32 25.     (W)     SCALED    
 LB0962* NAVD 88     -       204.418  (meters)     670.66   (feet)  ADJUSTED  
 LB0962  ___________________________________________________________________
 LB0962  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 LB0962  DYNAMIC HT  -         204.317 (meters)     670.33  (feet)  COMP
 LB0962  MODELED GRAV-     980,126.7   (mgal)                       NAVD 88
 LB0962
 LB0962  VERT ORDER  -  SECOND    CLASS 0
 LB0962
 LB0962.The horizontal coordinates were scaled from a topographic map and have
 LB0962.an estimated accuracy of +/- 6 seconds.
 LB0962
 LB0962.The orthometric height was determined by differential leveling
 LB0962.and adjusted by the National Geodetic Survey in June 1991..
 LB0962
 LB0962.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0962.See file dsdata.txt to determine how the superseded data were derived.
 LB0962
 LB0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK389909(NAD 83)
 LB0962_MARKER: DB = BENCH MARK DISK
 LB0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0962_STAMPING: N 118 1946
 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 = OCTOBER  6, 2006
 JA0919 ***********************************************************************
 JA0919  DESIGNATION -  N 12
 JA0919  PID         -  JA0919
 JA0919  STATE/COUNTY-  IN/GREENE
 JA0919  USGS QUAD   -  LYONS (1978)
 JA0919
 JA0919                         *CURRENT SURVEY CONTROL
 JA0919  ___________________________________________________________________
 JA0919* NAD 83(1986)-  38 55 37.     (N)    087 01 00.     (W)     SCALED    
 JA0919* NAVD 88     -       153.495  (meters)     503.59   (feet)  ADJUSTED  
 JA0919  ___________________________________________________________________
 JA0919  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JA0919  DYNAMIC HT  -         153.400 (meters)     503.28  (feet)  COMP
 JA0919  MODELED GRAV-     980,006.3   (mgal)                       NAVD 88
 JA0919
 JA0919  VERT ORDER  -  FIRST     CLASS II
 JA0919
 JA0919.The horizontal coordinates were scaled from a topographic map and have
 JA0919.an estimated accuracy of +/- 6 seconds.
 JA0919
 JA0919.The orthometric height was determined by differential leveling
 JA0919.and adjusted by the National Geodetic Survey in June 1991..
 JA0919
 JA0919.The geoid height was determined by GEOID03.
 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     -   408,390.      905,780.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0919.See file dsdata.txt to determine how the superseded data were derived.
 JA0919
 JA0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ985086(NAD 83)
 JA0919_MARKER: DB = BENCH MARK DISK
 JA0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0919_STAMPING: 504.031 N 12 1930
 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   NGS
 JA0919  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0919
 JA0919                          STATION DESCRIPTION
 JA0919
 JA0919'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0703 ***********************************************************************
 LB0703  DESIGNATION -  N 120
 LB0703  PID         -  LB0703
 LB0703  STATE/COUNTY-  IN/CARROLL
 LB0703  USGS QUAD   -  PYRMONT (1961)
 LB0703
 LB0703                         *CURRENT SURVEY CONTROL
 LB0703  ___________________________________________________________________
 LB0703* NAD 83(1986)-  40 28 30.     (N)    086 40 45.     (W)     SCALED    
 LB0703* NAVD 88     -       206.308  (meters)     676.86   (feet)  ADJUSTED  
 LB0703  ___________________________________________________________________
 LB0703  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LB0703  DYNAMIC HT  -         206.206 (meters)     676.53  (feet)  COMP
 LB0703  MODELED GRAV-     980,123.8   (mgal)                       NAVD 88
 LB0703
 LB0703  VERT ORDER  -  SECOND    CLASS 0
 LB0703
 LB0703.The horizontal coordinates were scaled from a topographic map and have
 LB0703.an estimated accuracy of +/- 6 seconds.
 LB0703
 LB0703.The orthometric height was determined by differential leveling
 LB0703.and adjusted by the National Geodetic Survey in June 1991..
 LB0703
 LB0703.The geoid height was determined by GEOID03.
 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     -   580,340.      934,270.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0703.See file dsdata.txt to determine how the superseded data were derived.
 LB0703
 LB0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK271805(NAD 83)
 LB0703_MARKER: DB = BENCH MARK DISK
 LB0703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0703_SP_SET: PIPE CULVERT HEADWALL
 LB0703_STAMPING: N 120 1946
 LB0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0659 ***********************************************************************
 KA0659  DESIGNATION -  N 121
 KA0659  PID         -  KA0659
 KA0659  STATE/COUNTY-  IN/PUTNAM
 KA0659  USGS QUAD   -  GREENCASTLE (1986)
 KA0659
 KA0659                         *CURRENT SURVEY CONTROL
 KA0659  ___________________________________________________________________
 KA0659* NAD 83(1986)-  39 39 56.     (N)    086 48 28.     (W)     SCALED    
 KA0659* NAVD 88     -       240.432  (meters)     788.82   (feet)  POSTED    
 KA0659  ___________________________________________________________________
 KA0659  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KA0659  DYNAMIC HT  -         240.300 (meters)     788.38  (feet)  COMP
 KA0659  MODELED GRAV-     980,054.8   (mgal)                       NAVD 88
 KA0659
 KA0659  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KA0659
 KA0659.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KA0659.rate of 1.1 thru 2.0 mm/km.
 KA0659
 KA0659.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0659.See file dsdata.txt to determine how the superseded data were derived.
 KA0659
 KA0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ164906(NAD 83)
 KA0659_MARKER: DB = BENCH MARK DISK
 KA0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0659_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 LB1110 ***********************************************************************
 LB1110  DESIGNATION -  N 123
 LB1110  PID         -  LB1110
 LB1110  STATE/COUNTY-  IN/WHITE
 LB1110  USGS QUAD   -  BROOKSTON SW (1980)
 LB1110
 LB1110                         *CURRENT SURVEY CONTROL
 LB1110  ___________________________________________________________________
 LB1110* NAD 83(1986)-  40 36 18.     (N)    086 57 53.     (W)     SCALED    
 LB1110* NAVD 88     -       220.794  (meters)     724.39   (feet)  ADJUSTED  
 LB1110  ___________________________________________________________________
 LB1110  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 LB1110  DYNAMIC HT  -         220.688 (meters)     724.04  (feet)  COMP
 LB1110  MODELED GRAV-     980,138.6   (mgal)                       NAVD 88
 LB1110
 LB1110  VERT ORDER  -  SECOND    CLASS 0
 LB1110
 LB1110.The horizontal coordinates were scaled from a topographic map and have
 LB1110.an estimated accuracy of +/- 6 seconds.
 LB1110
 LB1110.The orthometric height was determined by differential leveling
 LB1110.and adjusted by the National Geodetic Survey in June 1991..
 LB1110
 LB1110.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1110.See file dsdata.txt to determine how the superseded data were derived.
 LB1110
 LB1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK029949(NAD 83)
 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 = OCTOBER  6, 2006
 LB2727 ***********************************************************************
 LB2727  DESIGNATION -  N 123 RESET
 LB2727  PID         -  LB2727
 LB2727  STATE/COUNTY-  IN/WHITE
 LB2727  USGS QUAD   -  BROOKSTON SW (1980)
 LB2727
 LB2727                         *CURRENT SURVEY CONTROL
 LB2727  ___________________________________________________________________
 LB2727* NAD 83(1986)-  40 36 18.     (N)    086 57 53.     (W)     SCALED    
 LB2727* NAVD 88     -       221.56   (meters)     726.9    (feet)  RESET     
 LB2727  ___________________________________________________________________
 LB2727  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 LB2727
 LB2727  VERT ORDER  -  THIRD
 LB2727
 LB2727.The horizontal coordinates were scaled from a topographic map and have
 LB2727.an estimated accuracy of +/- 6 seconds.
 LB2727
 LB2727.The orthometric height was computed from unverified reset data.
 LB2727
 LB2727.The geoid height was determined by GEOID03.
 LB2727
 LB2727;                    North         East    Units  Estimated Accuracy
 LB2727;SPC IN W     -   594,700.      910,040.      MT  (+/- 180 meters Scaled)
 LB2727
 LB2727                          SUPERSEDED SURVEY CONTROL
 LB2727
 LB2727  NGVD 29 (04/16/04)  221.65   (m)          727.2    (f) RESET       3  
 LB2727
 LB2727.Superseded values are not recommended for survey control.
 LB2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2727.See file dsdata.txt to determine how the superseded data were derived.
 LB2727
 LB2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK029949(NAD 83)
 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 = OCTOBER  6, 2006
 LB1219 ***********************************************************************
 LB1219  DESIGNATION -  N 124
 LB1219  PID         -  LB1219
 LB1219  STATE/COUNTY-  IN/BENTON
 LB1219  USGS QUAD   -  TEMPLETON (1980)
 LB1219
 LB1219                         *CURRENT SURVEY CONTROL
 LB1219  ___________________________________________________________________
 LB1219* NAD 83(1986)-  40 37 14.     (N)    087 10 06.     (W)     SCALED    
 LB1219* NAVD 88     -       219.065  (meters)     718.72   (feet)  ADJUSTED  
 LB1219  ___________________________________________________________________
 LB1219  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 LB1219  DYNAMIC HT  -         218.959 (meters)     718.37  (feet)  COMP
 LB1219  MODELED GRAV-     980,134.3   (mgal)                       NAVD 88
 LB1219
 LB1219  VERT ORDER  -  SECOND    CLASS 0
 LB1219
 LB1219.The horizontal coordinates were scaled from a topographic map and have
 LB1219.an estimated accuracy of +/- 6 seconds.
 LB1219
 LB1219.The orthometric height was determined by differential leveling
 LB1219.and adjusted by the National Geodetic Survey in June 1991..
 LB1219
 LB1219.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1219.See file dsdata.txt to determine how the superseded data were derived.
 LB1219
 LB1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK857966(NAD 83)
 LB1219_MARKER: DB = BENCH MARK DISK
 LB1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1219_STAMPING: N 124 1946
 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 = OCTOBER  6, 2006
 LB1184 ***********************************************************************
 LB1184  DESIGNATION -  N 125
 LB1184  PID         -  LB1184
 LB1184  STATE/COUNTY-  IN/WHITE
 LB1184  USGS QUAD   -  MONTICELLO SOUTH (1987)
 LB1184
 LB1184                         *CURRENT SURVEY CONTROL
 LB1184  ___________________________________________________________________
 LB1184* NAD 83(1986)-  40 43 45.     (N)    086 52 21.     (W)     SCALED    
 LB1184* NAVD 88     -       209.348  (meters)     686.84   (feet)  ADJUSTED  
 LB1184  ___________________________________________________________________
 LB1184  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 LB1184  DYNAMIC HT  -         209.251 (meters)     686.52  (feet)  COMP
 LB1184  MODELED GRAV-     980,155.9   (mgal)                       NAVD 88
 LB1184
 LB1184  VERT ORDER  -  SECOND    CLASS 0
 LB1184
 LB1184.The horizontal coordinates were scaled from a topographic map and have
 LB1184.an estimated accuracy of +/- 6 seconds.
 LB1184
 LB1184.The orthometric height was determined by differential leveling
 LB1184.and adjusted by the National Geodetic Survey in June 1991..
 LB1184
 LB1184.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1184.See file dsdata.txt to determine how the superseded data were derived.
 LB1184
 LB1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL107087(NAD 83)
 LB1184_MARKER: DB = BENCH MARK DISK
 LB1184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1184_SP_SET: CULVERT
 LB1184_STAMPING: N 125 1946
 LB1184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1184
 LB1184  HISTORY     - Date     Condition        Report By
 LB1184  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1061 ***********************************************************************
 LB1061  DESIGNATION -  N 126
 LB1061  PID         -  LB1061
 LB1061  STATE/COUNTY-  IN/WHITE
 LB1061  USGS QUAD   -  BUFFALO (1979)
 LB1061
 LB1061                         *CURRENT SURVEY CONTROL
 LB1061  ___________________________________________________________________
 LB1061* NAD 83(1986)-  40 52 59.     (N)    086 40 40.     (W)     SCALED    
 LB1061* NAVD 88     -       209.729  (meters)     688.09   (feet)  ADJUSTED  
 LB1061  ___________________________________________________________________
 LB1061  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 LB1061  DYNAMIC HT  -         209.635 (meters)     687.78  (feet)  COMP
 LB1061  MODELED GRAV-     980,173.5   (mgal)                       NAVD 88
 LB1061
 LB1061  VERT ORDER  -  SECOND    CLASS 0
 LB1061
 LB1061.The horizontal coordinates were scaled from a topographic map and have
 LB1061.an estimated accuracy of +/- 6 seconds.
 LB1061
 LB1061.The orthometric height was determined by differential leveling
 LB1061.and adjusted by the National Geodetic Survey in June 1991..
 LB1061
 LB1061.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1061.See file dsdata.txt to determine how the superseded data were derived.
 LB1061
 LB1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL271258(NAD 83)
 LB1061_MARKER: DB = BENCH MARK DISK
 LB1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1061_STAMPING: N 126 1946
 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 = OCTOBER  6, 2006
 LB1099 ***********************************************************************
 LB1099  DESIGNATION -  N 127
 LB1099  PID         -  LB1099
 LB1099  STATE/COUNTY-  IN/WHITE
 LB1099  USGS QUAD   -  IDAVILLE (1977)
 LB1099
 LB1099                         *CURRENT SURVEY CONTROL
 LB1099  ___________________________________________________________________
 LB1099* NAD 83(1986)-  40 45 04.     (N)    086 43 43.     (W)     SCALED    
 LB1099* NAVD 88     -       206.898  (meters)     678.80   (feet)  ADJUSTED  
 LB1099  ___________________________________________________________________
 LB1099  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 LB1099  DYNAMIC HT  -         206.802 (meters)     678.48  (feet)  COMP
 LB1099  MODELED GRAV-     980,156.6   (mgal)                       NAVD 88
 LB1099
 LB1099  VERT ORDER  -  SECOND    CLASS 0
 LB1099
 LB1099.The horizontal coordinates were scaled from a topographic map and have
 LB1099.an estimated accuracy of +/- 6 seconds.
 LB1099
 LB1099.The orthometric height was determined by differential leveling
 LB1099.and adjusted by the National Geodetic Survey in June 1991..
 LB1099
 LB1099.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1099.See file dsdata.txt to determine how the superseded data were derived.
 LB1099
 LB1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL229111(NAD 83)
 LB1099_MARKER: DB = BENCH MARK DISK
 LB1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1099_STAMPING: N 127 1946
 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 = OCTOBER  6, 2006
 ME0658 ***********************************************************************
 ME0658  DESIGNATION -  N 128
 ME0658  PID         -  ME0658
 ME0658  STATE/COUNTY-  IN/PULASKI
 ME0658  USGS QUAD   -  RIPLEY (1962)
 ME0658
 ME0658                         *CURRENT SURVEY CONTROL
 ME0658  ___________________________________________________________________
 ME0658* NAD 83(1986)-  41 04 11.     (N)    086 43 07.     (W)     SCALED    
 ME0658* NAVD 88     -       214.097  (meters)     702.42   (feet)  ADJUSTED  
 ME0658  ___________________________________________________________________
 ME0658  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME0658  DYNAMIC HT  -         214.006 (meters)     702.12  (feet)  COMP
 ME0658  MODELED GRAV-     980,190.6   (mgal)                       NAVD 88
 ME0658
 ME0658  VERT ORDER  -  SECOND    CLASS 0
 ME0658
 ME0658.The horizontal coordinates were scaled from a topographic map and have
 ME0658.an estimated accuracy of +/- 6 seconds.
 ME0658
 ME0658.The orthometric height was determined by differential leveling
 ME0658.and adjusted by the National Geodetic Survey in June 1991..
 ME0658
 ME0658.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0658.See file dsdata.txt to determine how the superseded data were derived.
 ME0658
 ME0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL236465(NAD 83)
 ME0658_MARKER: DB = BENCH MARK DISK
 ME0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0658_STAMPING: N 128 1946
 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 = OCTOBER  6, 2006
 LB1145 ***********************************************************************
 LB1145  DESIGNATION -  N 129
 LB1145  PID         -  LB1145
 LB1145  STATE/COUNTY-  IN/PULASKI
 LB1145  USGS QUAD   -  MONON NE (1962)
 LB1145
 LB1145                         *CURRENT SURVEY CONTROL
 LB1145  ___________________________________________________________________
 LB1145* NAD 83(1986)-  40 58 39.     (N)    086 45 58.     (W)     SCALED    
 LB1145* NAVD 88     -       211.834  (meters)     694.99   (feet)  ADJUSTED  
 LB1145  ___________________________________________________________________
 LB1145  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 LB1145  DYNAMIC HT  -         211.742 (meters)     694.69  (feet)  COMP
 LB1145  MODELED GRAV-     980,182.3   (mgal)                       NAVD 88
 LB1145
 LB1145  VERT ORDER  -  SECOND    CLASS 0
 LB1145
 LB1145.The horizontal coordinates were scaled from a topographic map and have
 LB1145.an estimated accuracy of +/- 6 seconds.
 LB1145
 LB1145.The orthometric height was determined by differential leveling
 LB1145.and adjusted by the National Geodetic Survey in June 1991..
 LB1145
 LB1145.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1145.See file dsdata.txt to determine how the superseded data were derived.
 LB1145
 LB1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL196362(NAD 83)
 LB1145_MARKER: DB = BENCH MARK DISK
 LB1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1145_STAMPING: N 129 1946
 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 = OCTOBER  6, 2006
 KA0393 ***********************************************************************
 KA0393  CBN         -  This is a Cooperative Base Network Control Station.
 KA0393  DESIGNATION -  N 13
 KA0393  PID         -  KA0393
 KA0393  STATE/COUNTY-  IN/MORGAN
 KA0393  USGS QUAD   -  PARAGON (1987)
 KA0393
 KA0393                         *CURRENT SURVEY CONTROL
 KA0393  ___________________________________________________________________
 KA0393* NAD 83(1997)-  39 24 26.35867(N)    086 30 42.28161(W)     ADJUSTED  
 KA0393* NAVD 88     -       180.749  (meters)     593.01   (feet)  ADJUSTED  
 KA0393  ___________________________________________________________________
 KA0393  X           -     300,256.208 (meters)                     COMP
 KA0393  Y           -  -4,925,715.725 (meters)                     COMP
 KA0393  Z           -   4,027,452.397 (meters)                     COMP
 KA0393  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 KA0393  ELLIP HEIGHT-         147.77  (meters)          (04/10/98) GPS OBS
 KA0393  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KA0393  DYNAMIC HT  -         180.646 (meters)     592.67  (feet)  COMP
 KA0393  MODELED GRAV-     980,052.3   (mgal)                       NAVD 88
 KA0393
 KA0393  HORZ ORDER  -  B
 KA0393  VERT ORDER  -  FIRST     CLASS II
 KA0393  ELLP ORDER  -  FOURTH    CLASS I
 KA0393
 KA0393.The horizontal coordinates were established by GPS observations
 KA0393.and adjusted by the National Geodetic Survey in April 1998..
 KA0393
 KA0393.The orthometric height was determined by differential leveling
 KA0393.and adjusted by the National Geodetic Survey in June 1991..
 KA0393
 KA0393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA0393
 KA0393.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA0393
 KA0393.The ellipsoidal height was determined by GPS observations
 KA0393.and is referenced to NAD 83.
 KA0393
 KA0393.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 KA0393;SPC IN W     -   461,871.287   949,228.024   MT  0.99999649   +0 21 46.3
 KA0393;SPC IN W     - 1,515,322.71  3,114,258.94   sFT  0.99999649   +0 21 46.3
 KA0393;UTM  16      - 4,362,092.814   542,035.489   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                          SUPERSEDED SURVEY CONTROL
 KA0393
 KA0393  NAVD 88 (04/10/98)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0393.See file dsdata.txt to determine how the superseded data were derived.
 KA0393
 KA0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4203562093(NAD 83)
 KA0393_MARKER: DB = BENCH MARK DISK
 KA0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0393_STAMPING: N 13 1930 593.427
 KA0393_MARK LOGO: CGS   
 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 - August 18, 1997
 KA0393
 KA0393  HISTORY     - Date     Condition        Report By
 KA0393  HISTORY     - 1930     MONUMENTED       CGS
 KA0393  HISTORY     - 1946     GOOD             NGS
 KA0393  HISTORY     - 19970818 GOOD             SEC
 KA0393
 KA0393                          STATION DESCRIPTION
 KA0393
 KA0393'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0047 ***********************************************************************
 LB0047  DESIGNATION -  N 131
 LB0047  PID         -  LB0047
 LB0047  STATE/COUNTY-  IN/CASS
 LB0047  USGS QUAD   -  LUCERNE (1986)
 LB0047
 LB0047                         *CURRENT SURVEY CONTROL
 LB0047  ___________________________________________________________________
 LB0047* NAD 83(1986)-  40 51 07.     (N)    086 24 08.     (W)     SCALED    
 LB0047* NAVD 88     -       242.831  (meters)     796.69   (feet)  ADJUSTED  
 LB0047  ___________________________________________________________________
 LB0047  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 LB0047  DYNAMIC HT  -         242.720 (meters)     796.32  (feet)  COMP
 LB0047  MODELED GRAV-     980,162.0   (mgal)                       NAVD 88
 LB0047
 LB0047  VERT ORDER  -  SECOND    CLASS 0
 LB0047
 LB0047.The horizontal coordinates were scaled from a topographic map and have
 LB0047.an estimated accuracy of +/- 6 seconds.
 LB0047
 LB0047.The orthometric height was determined by differential leveling
 LB0047.and adjusted by the National Geodetic Survey in June 1991..
 LB0047
 LB0047.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0047.See file dsdata.txt to determine how the superseded data were derived.
 LB0047
 LB0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL503224(NAD 83)
 LB0047_MARKER: DB = BENCH MARK DISK
 LB0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0047_STAMPING: N 131 1946
 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 = OCTOBER  6, 2006
 ME0639 ***********************************************************************
 ME0639  DESIGNATION -  N 132
 ME0639  PID         -  ME0639
 ME0639  STATE/COUNTY-  IN/STARKE
 ME0639  USGS QUAD   -  DENHAM (1962)
 ME0639
 ME0639                         *CURRENT SURVEY CONTROL
 ME0639  ___________________________________________________________________
 ME0639* NAD 83(1986)-  41 12 55.     (N)    086 44 14.     (W)     SCALED    
 ME0639* NAVD 88     -       209.812  (meters)     688.36   (feet)  ADJUSTED  
 ME0639  ___________________________________________________________________
 ME0639  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0639  DYNAMIC HT  -         209.723 (meters)     688.07  (feet)  COMP
 ME0639  MODELED GRAV-     980,196.1   (mgal)                       NAVD 88
 ME0639
 ME0639  VERT ORDER  -  SECOND    CLASS 0
 ME0639
 ME0639.The horizontal coordinates were scaled from a topographic map and have
 ME0639.an estimated accuracy of +/- 6 seconds.
 ME0639
 ME0639.The orthometric height was determined by differential leveling
 ME0639.and adjusted by the National Geodetic Survey in June 1991..
 ME0639
 ME0639.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0639.See file dsdata.txt to determine how the superseded data were derived.
 ME0639
 ME0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL220626(NAD 83)
 ME0639_MARKER: DB = BENCH MARK DISK
 ME0639_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0639_SP_SET: BRIDGE
 ME0639_STAMPING: N 132 1946
 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   NGS
 ME0639  HISTORY     - 1989     GOOD             USPSQD
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0640 ***********************************************************************
 ME0640  DESIGNATION -  N 132 RESET 1964
 ME0640  PID         -  ME0640
 ME0640  STATE/COUNTY-  IN/STARKE
 ME0640  USGS QUAD   -  DENHAM (1962)
 ME0640
 ME0640                         *CURRENT SURVEY CONTROL
 ME0640  ___________________________________________________________________
 ME0640* NAD 83(1986)-  41 12 54.     (N)    086 44 14.     (W)     SCALED    
 ME0640* NAVD 88     -       209.91   (meters)     688.7    (feet)  RESET     
 ME0640  ___________________________________________________________________
 ME0640  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0640
 ME0640  VERT ORDER  -  THIRD
 ME0640
 ME0640.The horizontal coordinates were scaled from a topographic map and have
 ME0640.an estimated accuracy of +/- 6 seconds.
 ME0640
 ME0640.The orthometric height was computed from unverified reset data.
 ME0640
 ME0640.The geoid height was determined by GEOID03.
 ME0640
 ME0640;                    North         East    Units  Estimated Accuracy
 ME0640;SPC IN W     -   662,490.      929,020.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0640.See file dsdata.txt to determine how the superseded data were derived.
 ME0640
 ME0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL220626(NAD 83)
 ME0640_MARKER: DD = SURVEY DISK
 ME0640_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0640_SP_SET: CURB
 ME0640_STAMPING: N 132 RESET 1964
 ME0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0640
 ME0640  HISTORY     - Date     Condition        Report By
 ME0640  HISTORY     - 1964     MONUMENTED       INHD
 ME0640  HISTORY     - 1969     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1969
 ME0640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0631 ***********************************************************************
 ME0631  DESIGNATION -  N 133
 ME0631  PID         -  ME0631
 ME0631  STATE/COUNTY-  IN/STARKE
 ME0631  USGS QUAD   -  KNOX EAST (1969)
 ME0631
 ME0631                         *CURRENT SURVEY CONTROL
 ME0631  ___________________________________________________________________
 ME0631* NAD 83(1986)-  41 19 39.     (N)    086 31 26.     (W)     SCALED    
 ME0631* NAVD 88     -       220.046  (meters)     721.93   (feet)  ADJUSTED  
 ME0631  ___________________________________________________________________
 ME0631  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 ME0631  DYNAMIC HT  -         219.956 (meters)     721.64  (feet)  COMP
 ME0631  MODELED GRAV-     980,209.2   (mgal)                       NAVD 88
 ME0631
 ME0631  VERT ORDER  -  SECOND    CLASS 0
 ME0631
 ME0631.The horizontal coordinates were scaled from a topographic map and have
 ME0631.an estimated accuracy of +/- 6 seconds.
 ME0631
 ME0631.The orthometric height was determined by differential leveling
 ME0631.and adjusted by the National Geodetic Survey in June 1991..
 ME0631
 ME0631.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0631.See file dsdata.txt to determine how the superseded data were derived.
 ME0631
 ME0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL398752(NAD 83)
 ME0631_MARKER: DB = BENCH MARK DISK
 ME0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0631_STAMPING: N 133 1946
 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 = OCTOBER  6, 2006
 MD1031 ***********************************************************************
 MD1031  DESIGNATION -  N 134
 MD1031  PID         -  MD1031
 MD1031  STATE/COUNTY-  IN/KOSCIUSKO
 MD1031  USGS QUAD   -  SILVER LAKE (1994)
 MD1031
 MD1031                         *CURRENT SURVEY CONTROL
 MD1031  ___________________________________________________________________
 MD1031* NAD 83(1986)-  41 06 04.     (N)    085 52 58.     (W)     SCALED    
 MD1031* NAVD 88     -       275.006  (meters)     902.25   (feet)  ADJUSTED  
 MD1031  ___________________________________________________________________
 MD1031  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 MD1031  DYNAMIC HT  -         274.885 (meters)     901.85  (feet)  COMP
 MD1031  MODELED GRAV-     980,177.2   (mgal)                       NAVD 88
 MD1031
 MD1031  VERT ORDER  -  FIRST     CLASS II
 MD1031
 MD1031.The horizontal coordinates were scaled from a topographic map and have
 MD1031.an estimated accuracy of +/- 6 seconds.
 MD1031
 MD1031.The orthometric height was determined by differential leveling
 MD1031.and adjusted by the National Geodetic Survey in June 1991..
 MD1031
 MD1031.The geoid height was determined by GEOID03.
 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     -   649,810.       81,850.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1031.See file dsdata.txt to determine how the superseded data were derived.
 MD1031
 MD1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL938505(NAD 83)
 MD1031_MARKER: DB = BENCH MARK DISK
 MD1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1031_STAMPING: N 134 1946
 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 = OCTOBER  6, 2006
 MD1117 ***********************************************************************
 MD1117  DESIGNATION -  N 135
 MD1117  PID         -  MD1117
 MD1117  STATE/COUNTY-  IN/WABASH
 MD1117  USGS QUAD   -  NORTH MANCHESTER NORTH (1994)
 MD1117
 MD1117                         *CURRENT SURVEY CONTROL
 MD1117  ___________________________________________________________________
 MD1117* NAD 83(1986)-  41 00 55.     (N)    085 45 38.     (W)     SCALED    
 MD1117* NAVD 88     -       234.194  (meters)     768.35   (feet)  ADJUSTED  
 MD1117  ___________________________________________________________________
 MD1117  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 MD1117  DYNAMIC HT  -         234.087 (meters)     768.00  (feet)  COMP
 MD1117  MODELED GRAV-     980,163.3   (mgal)                       NAVD 88
 MD1117
 MD1117  VERT ORDER  -  SECOND    CLASS 0
 MD1117
 MD1117.The horizontal coordinates were scaled from a topographic map and have
 MD1117.an estimated accuracy of +/- 6 seconds.
 MD1117
 MD1117.The orthometric height was determined by differential leveling
 MD1117.and adjusted by the National Geodetic Survey in June 1991..
 MD1117
 MD1117.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1117.See file dsdata.txt to determine how the superseded data were derived.
 MD1117
 MD1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL042411(NAD 83)
 MD1117_MARKER: DB = BENCH MARK DISK
 MD1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1117_STAMPING: N 135 1946
 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 = OCTOBER  6, 2006
 ME1167 ***********************************************************************
 ME1167  DESIGNATION -  N 136
 ME1167  PID         -  ME1167
 ME1167  STATE/COUNTY-  IN/LAKE
 ME1167  USGS QUAD   -  LEROY (1992)
 ME1167
 ME1167                         *CURRENT SURVEY CONTROL
 ME1167  ___________________________________________________________________
 ME1167* NAD 83(1986)-  41 18 13.     (N)    087 21 14.     (W)     SCALED    
 ME1167* NAVD 88     -       218.896  (meters)     718.16   (feet)  ADJUSTED  
 ME1167  ___________________________________________________________________
 ME1167  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ME1167  DYNAMIC HT  -         218.804 (meters)     717.86  (feet)  COMP
 ME1167  MODELED GRAV-     980,202.2   (mgal)                       NAVD 88
 ME1167
 ME1167  VERT ORDER  -  SECOND    CLASS 0
 ME1167
 ME1167.The horizontal coordinates were scaled from a topographic map and have
 ME1167.an estimated accuracy of +/- 6 seconds.
 ME1167
 ME1167.The orthometric height was determined by differential leveling
 ME1167.and adjusted by the National Geodetic Survey in June 1991..
 ME1167
 ME1167.The geoid height was determined by GEOID03.
 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     -   672,310.      877,340.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1167.See file dsdata.txt to determine how the superseded data were derived.
 ME1167
 ME1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL703725(NAD 83)
 ME1167_MARKER: DB = BENCH MARK DISK
 ME1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1167_STAMPING: N 136 1946
 ME1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1167+STABILITY: SURFACE MOTION
 ME1167
 ME1167  HISTORY     - Date     Condition        Report By
 ME1167  HISTORY     - 1946     MONUMENTED       CGS
 ME1167  HISTORY     - 1968     GOOD             NGS
 ME1167  HISTORY     - 1973     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1968
 ME1167'RECOVERED IN GOOD CONDITION.
 ME1167
 ME1167                          STATION RECOVERY (1973)
 ME1167
 ME1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME1167'AT CHICAGO, ALONG THE PENN CENTRAL RAILROAD, AT THE OVERPASS OVER EAST
 ME1167'95 TH STREET, SET IN THE TOP AND 14.8 FEET EAST OF THE WEST END OF THE
 ME1167'SOUTH CONCRETE BRIDGE SEAT OF THE WESTERN MOST OVERPASS OF THE
 ME1167'RAILROADS OVER THE STREET, 25.4 FEET WEST OF THE SOUTHWEST CORNER OF
 ME1167'THE METAL OVERPASS BRIDGE, 21.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 ME1167'OF THE SOUTHWEST TRACK AND ABOUT 9 FEET BELOW THE LEVEL OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1101 ***********************************************************************
 ME1101  DESIGNATION -  N 137
 ME1101  PID         -  ME1101
 ME1101  STATE/COUNTY-  IN/LAKE
 ME1101  USGS QUAD   -  CROWN POINT (1992)
 ME1101
 ME1101                         *CURRENT SURVEY CONTROL
 ME1101  ___________________________________________________________________
 ME1101* NAD 83(1986)-  41 28 14.     (N)    087 16 24.     (W)     SCALED    
 ME1101* NAVD 88     -       215.821  (meters)     708.07   (feet)  ADJUSTED  
 ME1101  ___________________________________________________________________
 ME1101  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 ME1101  DYNAMIC HT  -         215.736 (meters)     707.79  (feet)  COMP
 ME1101  MODELED GRAV-     980,224.8   (mgal)                       NAVD 88
 ME1101
 ME1101  VERT ORDER  -  SECOND    CLASS 0
 ME1101
 ME1101.The horizontal coordinates were scaled from a topographic map and have
 ME1101.an estimated accuracy of +/- 6 seconds.
 ME1101
 ME1101.The orthometric height was determined by differential leveling
 ME1101.and adjusted by the National Geodetic Survey in June 1991..
 ME1101
 ME1101.The geoid height was determined by GEOID03.
 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     -   690,830.      884,130.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1101.See file dsdata.txt to determine how the superseded data were derived.
 ME1101
 ME1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL771910(NAD 83)
 ME1101_MARKER: DB = BENCH MARK DISK
 ME1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1101_STAMPING: N 137 1946
 ME1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1101+STABILITY: SURFACE MOTION
 ME1101_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1101+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1184 ***********************************************************************
 ME1184  DESIGNATION -  N 138
 ME1184  PID         -  ME1184
 ME1184  STATE/COUNTY-  IN/LAKE
 ME1184  USGS QUAD   -  CROWN POINT (1992)
 ME1184
 ME1184                         *CURRENT SURVEY CONTROL
 ME1184  ___________________________________________________________________
 ME1184* NAD 83(1986)-  41 26 31.     (N)    087 21 17.     (W)     SCALED    
 ME1184* NAVD 88     -       214.893  (meters)     705.03   (feet)  ADJUSTED  
 ME1184  ___________________________________________________________________
 ME1184  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME1184  DYNAMIC HT  -         214.807 (meters)     704.75  (feet)  COMP
 ME1184  MODELED GRAV-     980,219.1   (mgal)                       NAVD 88
 ME1184
 ME1184  VERT ORDER  -  SECOND    CLASS 0
 ME1184
 ME1184.The horizontal coordinates were scaled from a topographic map and have
 ME1184.an estimated accuracy of +/- 6 seconds.
 ME1184
 ME1184.The orthometric height was determined by differential leveling
 ME1184.and adjusted by the National Geodetic Survey in June 1991..
 ME1184
 ME1184.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1184.See file dsdata.txt to determine how the superseded data were derived.
 ME1184
 ME1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL703878(NAD 83)
 ME1184_MARKER: DB = BENCH MARK DISK
 ME1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1184_STAMPING: N 138 1946
 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             NGS
 ME1184  HISTORY     - 1976     GOOD             USGS
 ME1184  HISTORY     - 19900629 MARK NOT FOUND   USGS
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2098 ***********************************************************************
 ME2098  DESIGNATION -  N 138 RESET 1976
 ME2098  PID         -  ME2098
 ME2098  STATE/COUNTY-  IN/LAKE
 ME2098  USGS QUAD   -  CROWN POINT (1992)
 ME2098
 ME2098                         *CURRENT SURVEY CONTROL
 ME2098  ___________________________________________________________________
 ME2098* NAD 83(1986)-  41 26 31.     (N)    087 21 17.     (W)     SCALED    
 ME2098* NAVD 88     -       214.26   (+/-2cm)     703.0    (feet)  VERTCON   
 ME2098  ___________________________________________________________________
 ME2098  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME2098
 ME2098  VERT ORDER  -  THIRD (See Below)
 ME2098
 ME2098.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2098
 ME2098.The geoid height was determined by GEOID03.
 ME2098
 ME2098;                    North         East    Units  Estimated Accuracy
 ME2098;SPC IN W     -   687,670.      877,320.      MT  (+/- 180 meters Scaled)
 ME2098
 ME2098                          SUPERSEDED SURVEY CONTROL
 ME2098
 ME2098  NGVD 29 (04/16/04)  214.35   (m)          703.2    (f) RESET       3  
 ME2098
 ME2098.Superseded values are not recommended for survey control.
 ME2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2098.See file dsdata.txt to determine how the superseded data were derived.
 ME2098
 ME2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL703878(NAD 83)
 ME2098_MARKER: DB = BENCH MARK 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_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 = OCTOBER  6, 2006
 ME1005 ***********************************************************************
 ME1005  DESIGNATION -  N 139
 ME1005  PID         -  ME1005
 ME1005  STATE/COUNTY-  IN/LAKE
 ME1005  USGS QUAD   -  GARY (1991)
 ME1005
 ME1005                         *CURRENT SURVEY CONTROL
 ME1005  ___________________________________________________________________
 ME1005* NAD 83(1986)-  41 36 07.     (N)    087 21 14.     (W)     SCALED    
 ME1005* NAVD 88     -       182.254  (meters)     597.95   (feet)  ADJUSTED  
 ME1005  ___________________________________________________________________
 ME1005  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME1005  DYNAMIC HT  -         182.186 (meters)     597.72  (feet)  COMP
 ME1005  MODELED GRAV-     980,250.8   (mgal)                       NAVD 88
 ME1005
 ME1005  VERT ORDER  -  FIRST     CLASS I
 ME1005
 ME1005.The horizontal coordinates were scaled from a topographic map and have
 ME1005.an estimated accuracy of +/- 6 seconds.
 ME1005
 ME1005.The orthometric height was determined by differential leveling
 ME1005.and adjusted by the National Geodetic Survey in June 1991..
 ME1005.WARNING-Repeat measurements at this control monument indicate possible
 ME1005.vertical movement.
 ME1005
 ME1005.The geoid height was determined by GEOID03.
 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     -   705,440.      877,450.      MT  (+/- 180 meters Scaled)
 ME1005
 ME1005                          SUPERSEDED SURVEY CONTROL
 ME1005
 ME1005  NGVD 29 (01/19/93)  182.357  (m)          598.28   (f) ADJUSTED    1 1
 ME1005
 ME1005.Superseded values are not recommended for survey control.
 ME1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1005.See file dsdata.txt to determine how the superseded data were derived.
 ME1005
 ME1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM705056(NAD 83)
 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             NGS
 ME1005  HISTORY     - 1985     GOOD             NGS
 ME1005  HISTORY     - 19920807 GOOD             NGS
 ME1005  HISTORY     - 19920906 GOOD             NGS
 ME1005
 ME1005                          STATION DESCRIPTION
 ME1005
 ME1005'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1016 ***********************************************************************
 MD1016  DESIGNATION -  N 14
 MD1016  PID         -  MD1016
 MD1016  STATE/COUNTY-  IN/KOSCIUSKO
 MD1016  USGS QUAD   -  WARSAW (1994)
 MD1016
 MD1016                         *CURRENT SURVEY CONTROL
 MD1016  ___________________________________________________________________
 MD1016* NAD 83(1986)-  41 13 56.     (N)    085 49 24.     (W)     SCALED    
 MD1016* NAVD 88     -       255.247  (meters)     837.42   (feet)  ADJUSTED  
 MD1016  ___________________________________________________________________
 MD1016  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 MD1016  DYNAMIC HT  -         255.138 (meters)     837.07  (feet)  COMP
 MD1016  MODELED GRAV-     980,190.3   (mgal)                       NAVD 88
 MD1016
 MD1016  VERT ORDER  -  FIRST     CLASS I
 MD1016
 MD1016.The horizontal coordinates were scaled from a topographic map and have
 MD1016.an estimated accuracy of +/- 6 seconds.
 MD1016
 MD1016.The orthometric height was determined by differential leveling
 MD1016.and adjusted by the National Geodetic Survey in April 1995..
 MD1016.WARNING-Repeat measurements at this control monument indicate possible
 MD1016.vertical movement.
 MD1016
 MD1016.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1016
 MD1016  NAVD 88 (06/15/91)  255.233  (m)          837.38   (f) UNKNOWN     1 1
 MD1016  NGVD 29 (01/19/93)  255.382  (m)          837.87   (f) ADJUSTED    1 1
 MD1016
 MD1016.Superseded values are not recommended for survey control.
 MD1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1016.See file dsdata.txt to determine how the superseded data were derived.
 MD1016
 MD1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL986652(NAD 83)
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 ME1242 ***********************************************************************
 ME1242  DESIGNATION -  N 140
 ME1242  PID         -  ME1242
 ME1242  STATE/COUNTY-  IN/PORTER
 ME1242  USGS QUAD   -  PALMER (1992)
 ME1242
 ME1242                         *CURRENT SURVEY CONTROL
 ME1242  ___________________________________________________________________
 ME1242* NAD 83(1986)-  41 23 52.     (N)    087 09 52.     (W)     SCALED    
 ME1242* NAVD 88     -       230.704  (meters)     756.90   (feet)  ADJUSTED  
 ME1242  ___________________________________________________________________
 ME1242  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 ME1242  DYNAMIC HT  -         230.611 (meters)     756.60  (feet)  COMP
 ME1242  MODELED GRAV-     980,212.0   (mgal)                       NAVD 88
 ME1242
 ME1242  VERT ORDER  -  SECOND    CLASS 0
 ME1242
 ME1242.The horizontal coordinates were scaled from a topographic map and have
 ME1242.an estimated accuracy of +/- 6 seconds.
 ME1242
 ME1242.The orthometric height was determined by differential leveling
 ME1242.and adjusted by the National Geodetic Survey in June 1991..
 ME1242
 ME1242.The geoid height was determined by GEOID03.
 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     -   682,740.      893,220.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1242.See file dsdata.txt to determine how the superseded data were derived.
 ME1242
 ME1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL862829(NAD 83)
 ME1242_MARKER: DB = BENCH MARK DISK
 ME1242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1242_SP_SET: CULVERT
 ME1242_STAMPING: N 140 1946
 ME1242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1242+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2005
 ME1242
 ME1242  HISTORY     - Date     Condition        Report By
 ME1242  HISTORY     - 1946     MONUMENTED       CGS
 ME1242  HISTORY     - 20050822 GOOD             INDIV
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1301 ***********************************************************************
 ME1301  DESIGNATION -  N 141 RESET
 ME1301  PID         -  ME1301
 ME1301  STATE/COUNTY-  IN/PORTER
 ME1301  USGS QUAD   -  KOUTS (1992)
 ME1301
 ME1301                         *CURRENT SURVEY CONTROL
 ME1301  ___________________________________________________________________
 ME1301* NAD 83(1986)-  41 19 07.     (N)    087 03 16.     (W)     SCALED    
 ME1301* NAVD 88     -       207.61   (meters)     681.1    (feet)  RESET     
 ME1301  ___________________________________________________________________
 ME1301  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME1301
 ME1301  VERT ORDER  -  THIRD
 ME1301
 ME1301.The horizontal coordinates were scaled from a topographic map and have
 ME1301.an estimated accuracy of +/- 6 seconds.
 ME1301
 ME1301.The orthometric height was computed from unverified reset data.
 ME1301
 ME1301.The geoid height was determined by GEOID03.
 ME1301
 ME1301;                    North         East    Units  Estimated Accuracy
 ME1301;SPC IN W     -   673,940.      902,420.      MT  (+/- 180 meters Scaled)
 ME1301
 ME1301                          SUPERSEDED SURVEY CONTROL
 ME1301
 ME1301  NGVD 29 (04/16/04)  207.71   (m)          681.5    (f) RESET       3  
 ME1301
 ME1301.Superseded values are not recommended for survey control.
 ME1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1301.See file dsdata.txt to determine how the superseded data were derived.
 ME1301
 ME1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL954741(NAD 83)
 ME1301_MARKER: DB = BENCH MARK DISK
 ME1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1301_STAMPING: N 141 1946 RESET 1956
 ME1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1301+STABILITY: SURFACE MOTION
 ME1301
 ME1301  HISTORY     - Date     Condition        Report By
 ME1301  HISTORY     - 1956     MONUMENTED       CGS
 ME1301  HISTORY     - 1956     GOOD             NGS
 ME1301
 ME1301                          STATION DESCRIPTION
 ME1301
 ME1301'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0599 ***********************************************************************
 ME0599  DESIGNATION -  N 142
 ME0599  PID         -  ME0599
 ME0599  STATE/COUNTY-  IN/LA PORTE
 ME0599  USGS QUAD   -  HANNA (1958)
 ME0599
 ME0599                         *CURRENT SURVEY CONTROL
 ME0599  ___________________________________________________________________
 ME0599* NAD 83(1986)-  41 24 03.     (N)    086 46 30.     (W)     SCALED    
 ME0599* NAVD 88     -       212.878  (meters)     698.42   (feet)  ADJUSTED  
 ME0599  ___________________________________________________________________
 ME0599  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0599  DYNAMIC HT  -         212.791 (meters)     698.13  (feet)  COMP
 ME0599  MODELED GRAV-     980,211.0   (mgal)                       NAVD 88
 ME0599
 ME0599  VERT ORDER  -  SECOND    CLASS 0
 ME0599
 ME0599.The horizontal coordinates were scaled from a topographic map and have
 ME0599.an estimated accuracy of +/- 6 seconds.
 ME0599
 ME0599.The orthometric height was determined by differential leveling
 ME0599.and adjusted by the National Geodetic Survey in June 1991..
 ME0599
 ME0599.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0599.See file dsdata.txt to determine how the superseded data were derived.
 ME0599
 ME0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL188832(NAD 83)
 ME0599_MARKER: DB = BENCH MARK DISK
 ME0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0599_SP_SET: CONCRETE POST
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1328 ***********************************************************************
 ME1328  DESIGNATION -  N 143
 ME1328  PID         -  ME1328
 ME1328  STATE/COUNTY-  IN/PORTER
 ME1328  USGS QUAD   -  KOUTS (1992)
 ME1328
 ME1328                         *CURRENT SURVEY CONTROL
 ME1328  ___________________________________________________________________
 ME1328* NAD 83(1986)-  41 15 15.     (N)    087 01 59.     (W)     SCALED    
 ME1328* NAVD 88     -       203.148  (meters)     666.49   (feet)  ADJUSTED  
 ME1328  ___________________________________________________________________
 ME1328  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME1328  DYNAMIC HT  -         203.062 (meters)     666.21  (feet)  COMP
 ME1328  MODELED GRAV-     980,197.0   (mgal)                       NAVD 88
 ME1328
 ME1328  VERT ORDER  -  SECOND    CLASS 0
 ME1328
 ME1328.The horizontal coordinates were scaled from a topographic map and have
 ME1328.an estimated accuracy of +/- 6 seconds.
 ME1328
 ME1328.The orthometric height was determined by differential leveling
 ME1328.and adjusted by the National Geodetic Survey in June 1991..
 ME1328
 ME1328.The geoid height was determined by GEOID03.
 ME1328
 ME1328.The dynamic height is computed by dividing the NAVD 88
 ME1328.geopotential number by the normal gravity value computed on the
 ME1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1328.degrees latitude (g = 980.6199 gals.).
 ME1328
 ME1328.The modeled gravity was interpolated from observed gravity values.
 ME1328
 ME1328;                    North         East    Units  Estimated Accuracy
 ME1328;SPC IN W     -   666,790.      904,210.      MT  (+/- 180 meters Scaled)
 ME1328
 ME1328                          SUPERSEDED SURVEY CONTROL
 ME1328
 ME1328  NGVD 29 (??/??/92)  203.242  (m)          666.80   (f) ADJ UNCH    2 0
 ME1328
 ME1328.Superseded values are not recommended for survey control.
 ME1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1328.See file dsdata.txt to determine how the superseded data were derived.
 ME1328
 ME1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL972669(NAD 83)
 ME1328_MARKER: DB = BENCH MARK DISK
 ME1328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1328_SP_SET: ABUTMENT
 ME1328_STAMPING: N 143 1946
 ME1328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1328
 ME1328  HISTORY     - Date     Condition        Report By
 ME1328  HISTORY     - 1946     MONUMENTED       CGS
 ME1328  HISTORY     - 1971     GOOD             NGS
 ME1328
 ME1328                          STATION DESCRIPTION
 ME1328
 ME1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1328'4.7 MI S FROM KOUTS.
 ME1328'ABOUT 4.7 MILES SOUTH ALONG STATE HIGHWAY 49 FROM ITS JUNCTION
 ME1328'WITH STATE HIGHWAY 8 IN KOUTS, SET IN THE TOP OF THE SOUTHEAST
 ME1328'END OF THE NORTHEAST ABUTMENT OF THE HIGHWAY BRIDGE OVER
 ME1328'KANKAKEE RIVER, 18 FEET SOUTHEAST AND ABOUT 8-INCHES HIGHER THAN
 ME1328'THE CENTER OF THE HIGHWAY, 3 FEET SOUTHEAST OF THE STEEL BRIDGE
 ME1328'RAILING.
 ME1328
 ME1328                          STATION RECOVERY (1971)
 ME1328
 ME1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3587 ***********************************************************************
 AI3587  DESIGNATION -  N 143 RESET
 AI3587  PID         -  AI3587
 AI3587  STATE/COUNTY-  IN/PORTER
 AI3587  USGS QUAD   -  KOUTS (1992)
 AI3587
 AI3587                         *CURRENT SURVEY CONTROL
 AI3587  ___________________________________________________________________
 AI3587* NAD 83(1986)-  41 15 15.     (N)    087 01 59.     (W)     SCALED    
 AI3587* NAVD 88     -       203.15   (meters)     666.5    (feet)  RESET     
 AI3587  ___________________________________________________________________
 AI3587  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 AI3587
 AI3587  VERT ORDER  -  THIRD
 AI3587
 AI3587.The horizontal coordinates were scaled from a topographic map and have
 AI3587.an estimated accuracy of +/- 6 seconds.
 AI3587
 AI3587.The orthometric height was computed from unverified reset data.
 AI3587.No vertical observational check was made to the station.
 AI3587
 AI3587.The geoid height was determined by GEOID03.
 AI3587
 AI3587;                    North         East    Units  Estimated Accuracy
 AI3587;SPC IN W     -   666,790.      904,210.      MT  (+/- 180 meters Scaled)
 AI3587
 AI3587                          SUPERSEDED SURVEY CONTROL
 AI3587
 AI3587.No superseded survey control is available for this station.
 AI3587
 AI3587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL972669(NAD 83)
 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
 AI3587  HISTORY     - Date     Condition        Report By
 AI3587  HISTORY     - 1996     MONUMENTED       INDOT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0368 ***********************************************************************
 ME0368  DESIGNATION -  N 144
 ME0368  PID         -  ME0368
 ME0368  STATE/COUNTY-  IN/MARSHALL
 ME0368  USGS QUAD   -  PLYMOUTH (1980)
 ME0368
 ME0368                         *CURRENT SURVEY CONTROL
 ME0368  ___________________________________________________________________
 ME0368* NAD 83(1986)-  41 18 39.     (N)    086 17 11.     (W)     SCALED    
 ME0368* NAVD 88     -       258.162  (meters)     846.99   (feet)  ADJUSTED  
 ME0368  ___________________________________________________________________
 ME0368  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME0368  DYNAMIC HT  -         258.053 (meters)     846.63  (feet)  COMP
 ME0368  MODELED GRAV-     980,195.3   (mgal)                       NAVD 88
 ME0368
 ME0368  VERT ORDER  -  SECOND    CLASS 0
 ME0368
 ME0368.The horizontal coordinates were scaled from a topographic map and have
 ME0368.an estimated accuracy of +/- 6 seconds.
 ME0368
 ME0368.The orthometric height was determined by differential leveling
 ME0368.and adjusted by the National Geodetic Survey in June 1991..
 ME0368
 ME0368.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0368.See file dsdata.txt to determine how the superseded data were derived.
 ME0368
 ME0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL597735(NAD 83)
 ME0368_MARKER: DB = BENCH MARK DISK
 ME0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0368_STAMPING: N 144 1946
 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 = OCTOBER  6, 2006
 MD1239 ***********************************************************************
 MD1239  DESIGNATION -  N 145
 MD1239  PID         -  MD1239
 MD1239  STATE/COUNTY-  IN/KOSCIUSKO
 MD1239  USGS QUAD   -  BURKET (1994)
 MD1239
 MD1239                         *CURRENT SURVEY CONTROL
 MD1239  ___________________________________________________________________
 MD1239* NAD 83(1986)-  41 09 19.     (N)    085 55 08.     (W)     SCALED    
 MD1239* NAVD 88     -       259.457  (meters)     851.24   (feet)  ADJUSTED  
 MD1239  ___________________________________________________________________
 MD1239  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 MD1239  DYNAMIC HT  -         259.344 (meters)     850.86  (feet)  COMP
 MD1239  MODELED GRAV-     980,184.1   (mgal)                       NAVD 88
 MD1239
 MD1239  VERT ORDER  -  SECOND    CLASS 0
 MD1239
 MD1239.The horizontal coordinates were scaled from a topographic map and have
 MD1239.an estimated accuracy of +/- 6 seconds.
 MD1239
 MD1239.The orthometric height was determined by differential leveling
 MD1239.and adjusted by the National Geodetic Survey in June 1991..
 MD1239
 MD1239.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1239
 MD1239  NGVD 29 (??/??/92)  259.588  (m)          851.66   (f) ADJ UNCH    2 0
 MD1239
 MD1239.Superseded values are not recommended for survey control.
 MD1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1239.See file dsdata.txt to determine how the superseded data were derived.
 MD1239
 MD1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL907565(NAD 83)
 MD1239_MARKER: DB = BENCH MARK DISK
 MD1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1239_STAMPING: N 145 1946
 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 = OCTOBER  6, 2006
 LB1036 ***********************************************************************
 LB1036  DESIGNATION -  N 147
 LB1036  PID         -  LB1036
 LB1036  STATE/COUNTY-  IN/CARROLL
 LB1036  USGS QUAD   -  YEOMAN (1962)
 LB1036
 LB1036                         *CURRENT SURVEY CONTROL
 LB1036  ___________________________________________________________________
 LB1036* NAD 83(1986)-  40 39 17.     (N)    086 44 03.     (W)     SCALED    
 LB1036* NAVD 88     -       199.508  (meters)     654.55   (feet)  ADJUSTED  
 LB1036  ___________________________________________________________________
 LB1036  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 LB1036  DYNAMIC HT  -         199.414 (meters)     654.24  (feet)  COMP
 LB1036  MODELED GRAV-     980,146.1   (mgal)                       NAVD 88
 LB1036
 LB1036  VERT ORDER  -  SECOND    CLASS 0
 LB1036
 LB1036.The horizontal coordinates were scaled from a topographic map and have
 LB1036.an estimated accuracy of +/- 6 seconds.
 LB1036
 LB1036.The orthometric height was determined by differential leveling
 LB1036.and adjusted by the National Geodetic Survey in June 1991..
 LB1036
 LB1036.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1036.See file dsdata.txt to determine how the superseded data were derived.
 LB1036
 LB1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL224004(NAD 83)
 LB1036_MARKER: DB = BENCH MARK DISK
 LB1036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1036_SP_SET: CULVERT
 LB1036_STAMPING: N 147 1946
 LB1036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME0968 ***********************************************************************
 ME0968  DESIGNATION -  N 149
 ME0968  PID         -  ME0968
 ME0968  STATE/COUNTY-  IN/PORTER
 ME0968  USGS QUAD   -  PORTAGE (1992)
 ME0968
 ME0968                         *CURRENT SURVEY CONTROL
 ME0968  ___________________________________________________________________
 ME0968* NAD 83(1986)-  41 31 30.     (N)    087 13 13.     (W)     SCALED    
 ME0968* NAVD 88     -       192.155  (meters)     630.43   (feet)  ADJUSTED  
 ME0968  ___________________________________________________________________
 ME0968  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 ME0968  DYNAMIC HT  -         192.081 (meters)     630.19  (feet)  COMP
 ME0968  MODELED GRAV-     980,234.9   (mgal)                       NAVD 88
 ME0968
 ME0968  VERT ORDER  -  FIRST     CLASS I
 ME0968
 ME0968.The horizontal coordinates were scaled from a topographic map and have
 ME0968.an estimated accuracy of +/- 6 seconds.
 ME0968
 ME0968.The orthometric height was determined by differential leveling
 ME0968.and adjusted by the National Geodetic Survey in June 1991..
 ME0968.WARNING-Repeat measurements at this control monument indicate possible
 ME0968.vertical movement.
 ME0968
 ME0968.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0968.See file dsdata.txt to determine how the superseded data were derived.
 ME0968
 ME0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL816970(NAD 83)
 ME0968_MARKER: DB = BENCH MARK DISK
 ME0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0968_STAMPING: N 149 1946
 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             NGS
 ME0968  HISTORY     - 19920902 MARK NOT FOUND   NGS
 ME0968
 ME0968                          STATION DESCRIPTION
 ME0968
 ME0968'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0070 ***********************************************************************
 ME0070  DESIGNATION -  N 15
 ME0070  PID         -  ME0070
 ME0070  STATE/COUNTY-  IN/ELKHART
 ME0070  USGS QUAD   -  OSCEOLA (1994)
 ME0070
 ME0070                         *CURRENT SURVEY CONTROL
 ME0070  ___________________________________________________________________
 ME0070* NAD 83(1986)-  41 42 36.     (N)    086 01 25.     (W)     SCALED    
 ME0070* NAVD 88     -       232.920  (meters)     764.17   (feet)  ADJUSTED  
 ME0070  ___________________________________________________________________
 ME0070  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME0070  DYNAMIC HT  -         232.831 (meters)     763.88  (feet)  COMP
 ME0070  MODELED GRAV-     980,232.8   (mgal)                       NAVD 88
 ME0070
 ME0070  VERT ORDER  -  FIRST     CLASS II
 ME0070
 ME0070.The horizontal coordinates were scaled from a topographic map and have
 ME0070.an estimated accuracy of +/- 6 seconds.
 ME0070
 ME0070.The orthometric height was determined by differential leveling
 ME0070.and adjusted by the National Geodetic Survey in June 1991..
 ME0070
 ME0070.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0070.See file dsdata.txt to determine how the superseded data were derived.
 ME0070
 ME0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM812180(NAD 83)
 ME0070_MARKER: DB = BENCH MARK DISK
 ME0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0070_STAMPING: 764.595 N 15 1930
 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 = OCTOBER  6, 2006
 ME0546 ***********************************************************************
 ME0546  DESIGNATION -  N 150
 ME0546  PID         -  ME0546
 ME0546  STATE/COUNTY-  IN/LA PORTE
 ME0546  USGS QUAD   -  HANNA (1958)
 ME0546
 ME0546                         *CURRENT SURVEY CONTROL
 ME0546  ___________________________________________________________________
 ME0546* NAD 83(1986)-  41 24 36.     (N)    086 46 10.     (W)     SCALED    
 ME0546* NAVD 88     -       211.648  (meters)     694.38   (feet)  ADJUSTED  
 ME0546  ___________________________________________________________________
 ME0546  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0546  DYNAMIC HT  -         211.561 (meters)     694.10  (feet)  COMP
 ME0546  MODELED GRAV-     980,212.0   (mgal)                       NAVD 88
 ME0546
 ME0546  VERT ORDER  -  FIRST     CLASS I
 ME0546
 ME0546.The horizontal coordinates were scaled from a topographic map and have
 ME0546.an estimated accuracy of +/- 6 seconds.
 ME0546
 ME0546.The orthometric height was determined by differential leveling
 ME0546.and adjusted by the National Geodetic Survey in April 1995..
 ME0546.WARNING-Repeat measurements at this control monument indicate possible
 ME0546.vertical movement.
 ME0546
 ME0546.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0546
 ME0546  NAVD 88 (06/15/91)  211.637  (m)          694.35   (f) UNKNOWN     1 1
 ME0546  NGVD 29 (01/19/93)  211.748  (m)          694.71   (f) ADJUSTED    1 1
 ME0546
 ME0546.Superseded values are not recommended for survey control.
 ME0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0546.See file dsdata.txt to determine how the superseded data were derived.
 ME0546
 ME0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL192842(NAD 83)
 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             NGS
 ME0546  HISTORY     - 19920907 GOOD             NGS
 ME0546
 ME0546                          STATION DESCRIPTION
 ME0546
 ME0546'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1079 ***********************************************************************
 ME1079  DESIGNATION -  N 151
 ME1079  PID         -  ME1079
 ME1079  STATE/COUNTY-  IN/PORTER
 ME1079  USGS QUAD   -  CHESTERTON (1991)
 ME1079
 ME1079                         *CURRENT SURVEY CONTROL
 ME1079  ___________________________________________________________________
 ME1079* NAD 83(1986)-  41 30 32.     (N)    087 02 10.     (W)     SCALED    
 ME1079* NAVD 88     -       244.415  (meters)     801.88   (feet)  ADJUSTED  
 ME1079  ___________________________________________________________________
 ME1079  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 ME1079  DYNAMIC HT  -         244.320 (meters)     801.57  (feet)  COMP
 ME1079  MODELED GRAV-     980,227.3   (mgal)                       NAVD 88
 ME1079
 ME1079  VERT ORDER  -  SECOND    CLASS 0
 ME1079
 ME1079.The horizontal coordinates were scaled from a topographic map and have
 ME1079.an estimated accuracy of +/- 6 seconds.
 ME1079
 ME1079.The orthometric height was determined by differential leveling
 ME1079.and adjusted by the National Geodetic Survey in June 1991..
 ME1079
 ME1079.The geoid height was determined by GEOID03.
 ME1079
 ME1079.The dynamic height is computed by dividing the NAVD 88
 ME1079.geopotential number by the normal gravity value computed on the
 ME1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1079.degrees latitude (g = 980.6199 gals.).
 ME1079
 ME1079.The modeled gravity was interpolated from observed gravity values.
 ME1079
 ME1079;                    North         East    Units  Estimated Accuracy
 ME1079;SPC IN W     -   695,070.      903,940.      MT  (+/- 180 meters Scaled)
 ME1079
 ME1079                          SUPERSEDED SURVEY CONTROL
 ME1079
 ME1079  NGVD 29 (??/??/92)  244.508  (m)          802.19   (f) ADJ UNCH    2 0
 ME1079
 ME1079.Superseded values are not recommended for survey control.
 ME1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1079.See file dsdata.txt to determine how the superseded data were derived.
 ME1079
 ME1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL969952(NAD 83)
 ME1079_MARKER: DB = BENCH MARK DISK
 ME1079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1079_SP_SET: BRIDGE
 ME1079_STAMPING: N 151 1946
 ME1079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1079
 ME1079  HISTORY     - Date     Condition        Report By
 ME1079  HISTORY     - 1946     MONUMENTED       CGS
 ME1079  HISTORY     - 1962     MARK NOT FOUND   NGS
 ME1079  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 ME1079
 ME1079                          STATION DESCRIPTION
 ME1079
 ME1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1079'2.5 MI N FROM VALPARAISO.
 ME1079'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE GRAND TRUNK
 ME1079'WESTERN RAILROAD STATION AT VALPARAISO, PORTER COUNTY, AT A
 ME1079'10-FOOT CONCRETE BRIDGE, IN THE TOP OF THE NORTHEAST END OF THE
 ME1079'SOUTHWEST WING WALL, 14 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 ME1079'AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.  A BRONZE DISK, STAMPED
 ME1079'N 151 1946.
 ME1079
 ME1079                          STATION RECOVERY (1962)
 ME1079
 ME1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 ME1079'MARK NOT FOUND.
 ME1079
 ME1079                          STATION RECOVERY (1978)
 ME1079
 ME1079'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME1079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0771 ***********************************************************************
 ME0771  DESIGNATION -  N 152
 ME0771  PID         -  ME0771
 ME0771  STATE/COUNTY-  IN/LA PORTE
 ME0771  USGS QUAD   -  LA PORTE WEST (1969)
 ME0771
 ME0771                         *CURRENT SURVEY CONTROL
 ME0771  ___________________________________________________________________
 ME0771* NAD 83(1986)-  41 35 28.     (N)    086 45 16.     (W)     SCALED    
 ME0771* NAVD 88     -       249.099  (meters)     817.25   (feet)  ADJUSTED  
 ME0771  ___________________________________________________________________
 ME0771  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME0771  DYNAMIC HT  -         249.002 (meters)     816.93  (feet)  COMP
 ME0771  MODELED GRAV-     980,226.3   (mgal)                       NAVD 88
 ME0771
 ME0771  VERT ORDER  -  SECOND    CLASS 0
 ME0771
 ME0771.The horizontal coordinates were scaled from a topographic map and have
 ME0771.an estimated accuracy of +/- 6 seconds.
 ME0771
 ME0771.The orthometric height was determined by differential leveling
 ME0771.and adjusted by the National Geodetic Survey in June 1991..
 ME0771
 ME0771.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0771.See file dsdata.txt to determine how the superseded data were derived.
 ME0771
 ME0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM204044(NAD 83)
 ME0771_MARKER: DB = BENCH MARK DISK
 ME0771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0771_SP_SET: RAILING
 ME0771_STAMPING: N 152 1946
 ME0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0771
 ME0771  HISTORY     - Date     Condition        Report By
 ME0771  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0487 ***********************************************************************
 ME0487  DESIGNATION -  N 153
 ME0487  PID         -  ME0487
 ME0487  STATE/COUNTY-  IN/LA PORTE
 ME0487  USGS QUAD   -  KINGSFORD HEIGHTS (1977)
 ME0487
 ME0487                         *CURRENT SURVEY CONTROL
 ME0487  ___________________________________________________________________
 ME0487* NAD 83(1986)-  41 29 27.     (N)    086 44 33.     (W)     SCALED    
 ME0487* NAVD 88     -       222.202  (meters)     729.01   (feet)  ADJUSTED  
 ME0487  ___________________________________________________________________
 ME0487  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0487  DYNAMIC HT  -         222.113 (meters)     728.72  (feet)  COMP
 ME0487  MODELED GRAV-     980,219.8   (mgal)                       NAVD 88
 ME0487
 ME0487  VERT ORDER  -  SECOND    CLASS 0
 ME0487
 ME0487.The horizontal coordinates were scaled from a topographic map and have
 ME0487.an estimated accuracy of +/- 6 seconds.
 ME0487
 ME0487.The orthometric height was determined by differential leveling
 ME0487.and adjusted by the National Geodetic Survey in June 1991..
 ME0487
 ME0487.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0487.See file dsdata.txt to determine how the superseded data were derived.
 ME0487
 ME0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL214932(NAD 83)
 ME0487_MARKER: DB = BENCH MARK DISK
 ME0487_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0487_SP_SET: BRIDGE
 ME0487_STAMPING: N 153 1946
 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 = OCTOBER  6, 2006
 ME0055 ***********************************************************************
 ME0055  DESIGNATION -  N 154
 ME0055  PID         -  ME0055
 ME0055  STATE/COUNTY-  IN/ST JOSEPH
 ME0055  USGS QUAD   -  NORTH LIBERTY (1980)
 ME0055
 ME0055                         *CURRENT SURVEY CONTROL
 ME0055  ___________________________________________________________________
 ME0055* NAD 83(1986)-  41 32 03.     (N)    086 27 34.     (W)     SCALED    
 ME0055* NAVD 88     -       220.373  (meters)     723.01   (feet)  ADJUSTED  
 ME0055  ___________________________________________________________________
 ME0055  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0055  DYNAMIC HT  -         220.286 (meters)     722.72  (feet)  COMP
 ME0055  MODELED GRAV-     980,222.5   (mgal)                       NAVD 88
 ME0055
 ME0055  VERT ORDER  -  SECOND    CLASS 0
 ME0055
 ME0055.The horizontal coordinates were scaled from a topographic map and have
 ME0055.an estimated accuracy of +/- 6 seconds.
 ME0055
 ME0055.The orthometric height was determined by differential leveling
 ME0055.and adjusted by the National Geodetic Survey in June 1991..
 ME0055
 ME0055.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0055.See file dsdata.txt to determine how the superseded data were derived.
 ME0055
 ME0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL450981(NAD 83)
 ME0055_MARKER: DB = BENCH MARK DISK
 ME0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0055_STAMPING: N 154 1946
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 ME0052 ***********************************************************************
 ME0052  DESIGNATION -  N 155
 ME0052  PID         -  ME0052
 ME0052  STATE/COUNTY-  IN/ST JOSEPH
 ME0052  USGS QUAD   -  LYDICK (1969)
 ME0052
 ME0052                         *CURRENT SURVEY CONTROL
 ME0052  ___________________________________________________________________
 ME0052* NAD 83(1986)-  41 41 24.     (N)    086 27 14.     (W)     SCALED    
 ME0052* NAVD 88     -       224.481  (meters)     736.48   (feet)  ADJUSTED  
 ME0052  ___________________________________________________________________
 ME0052  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME0052  DYNAMIC HT  -         224.395 (meters)     736.20  (feet)  COMP
 ME0052  MODELED GRAV-     980,234.8   (mgal)                       NAVD 88
 ME0052
 ME0052  VERT ORDER  -  SECOND    CLASS 0
 ME0052
 ME0052.The horizontal coordinates were scaled from a topographic map and have
 ME0052.an estimated accuracy of +/- 6 seconds.
 ME0052
 ME0052.The orthometric height was determined by differential leveling
 ME0052.and adjusted by the National Geodetic Survey in June 1991..
 ME0052
 ME0052.The geoid height was determined by GEOID03.
 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     -   715,490.       34,460.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0052.See file dsdata.txt to determine how the superseded data were derived.
 ME0052
 ME0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM454155(NAD 83)
 ME0052_MARKER: DB = BENCH MARK DISK
 ME0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0052_STAMPING: N 155 1946
 ME0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0052+STABILITY: SURFACE MOTION
 ME0052
 ME0052  HISTORY     - Date     Condition        Report By
 ME0052  HISTORY     - 1946     MONUMENTED       CGS
 ME0052  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1197 ***********************************************************************
 LB1197  DESIGNATION -  N 156
 LB1197  PID         -  LB1197
 LB1197  STATE/COUNTY-  IN/PULASKI
 LB1197  USGS QUAD   -  FRANCESVILLE (1986)
 LB1197
 LB1197                         *CURRENT SURVEY CONTROL
 LB1197  ___________________________________________________________________
 LB1197* NAD 83(1986)-  40 56 29.     (N)    086 52 51.     (W)     SCALED    
 LB1197* NAVD 88     -       207.242  (meters)     679.93   (feet)  ADJUSTED  
 LB1197  ___________________________________________________________________
 LB1197  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 LB1197  DYNAMIC HT  -         207.150 (meters)     679.62  (feet)  COMP
 LB1197  MODELED GRAV-     980,175.9   (mgal)                       NAVD 88
 LB1197
 LB1197  VERT ORDER  -  SECOND    CLASS 0
 LB1197
 LB1197.The horizontal coordinates were scaled from a topographic map and have
 LB1197.an estimated accuracy of +/- 6 seconds.
 LB1197
 LB1197.The orthometric height was determined by differential leveling
 LB1197.and adjusted by the National Geodetic Survey in June 1991..
 LB1197
 LB1197.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1197.See file dsdata.txt to determine how the superseded data were derived.
 LB1197
 LB1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL100322(NAD 83)
 LB1197_MARKER: DB = BENCH MARK DISK
 LB1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1197_STAMPING: N 156 1946
 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 = OCTOBER  6, 2006
 ME1420 ***********************************************************************
 ME1420  DESIGNATION -  N 157
 ME1420  PID         -  ME1420
 ME1420  STATE/COUNTY-  IN/JASPER
 ME1420  USGS QUAD   -  PARR (1980)
 ME1420
 ME1420                         *CURRENT SURVEY CONTROL
 ME1420  ___________________________________________________________________
 ME1420* NAD 83(1986)-  41 01 37.     (N)    087 10 48.     (W)     SCALED    
 ME1420* NAVD 88     -       210.568  (meters)     690.84   (feet)  ADJUSTED  
 ME1420  ___________________________________________________________________
 ME1420  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 ME1420  DYNAMIC HT  -         210.478 (meters)     690.54  (feet)  COMP
 ME1420  MODELED GRAV-     980,189.3   (mgal)                       NAVD 88
 ME1420
 ME1420  VERT ORDER  -  SECOND    CLASS 0
 ME1420
 ME1420.The horizontal coordinates were scaled from a topographic map and have
 ME1420.an estimated accuracy of +/- 6 seconds.
 ME1420
 ME1420.The orthometric height was determined by differential leveling
 ME1420.and adjusted by the National Geodetic Survey in June 1991..
 ME1420
 ME1420.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1420.See file dsdata.txt to determine how the superseded data were derived.
 ME1420
 ME1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL848417(NAD 83)
 ME1420_MARKER: DB = BENCH MARK DISK
 ME1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1420_STAMPING: N 157 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1146 ***********************************************************************
 MD1146  DESIGNATION -  N 159
 MD1146  PID         -  MD1146
 MD1146  STATE/COUNTY-  IN/KOSCIUSKO
 MD1146  USGS QUAD   -  MILFORD (1994)
 MD1146
 MD1146                         *CURRENT SURVEY CONTROL
 MD1146  ___________________________________________________________________
 MD1146* NAD 83(1986)-  41 25 54.     (N)    085 45 11.     (W)     SCALED    
 MD1146* NAVD 88     -       272.741  (meters)     894.82   (feet)  ADJUSTED  
 MD1146  ___________________________________________________________________
 MD1146  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 MD1146  DYNAMIC HT  -         272.630 (meters)     894.45  (feet)  COMP
 MD1146  MODELED GRAV-     980,208.3   (mgal)                       NAVD 88
 MD1146
 MD1146  VERT ORDER  -  SECOND    CLASS 0
 MD1146
 MD1146.The horizontal coordinates were scaled from a topographic map and have
 MD1146.an estimated accuracy of +/- 6 seconds.
 MD1146
 MD1146.The orthometric height was determined by differential leveling
 MD1146.and adjusted by the National Geodetic Survey in June 1991..
 MD1146
 MD1146.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1146.See file dsdata.txt to determine how the superseded data were derived.
 MD1146
 MD1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL041874(NAD 83)
 MD1146_MARKER: DB = BENCH MARK DISK
 MD1146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1146_SP_SET: CULVERT
 MD1146_STAMPING: N 159 1946
 MD1146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1247 ***********************************************************************
 LB1247  DESIGNATION -  N 16
 LB1247  PID         -  LB1247
 LB1247  STATE/COUNTY-  IN/BENTON
 LB1247  USGS QUAD   -  EARL PARK (1979)
 LB1247
 LB1247                         *CURRENT SURVEY CONTROL
 LB1247  ___________________________________________________________________
 LB1247* NAD 83(1997)-  40 42 29.47852(N)    087 26 55.01692(W)     ADJUSTED  
 LB1247* NAVD 88     -       231.937  (meters)     760.95   (feet)  ADJUSTED  
 LB1247  ___________________________________________________________________
 LB1247  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 LB1247  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 LB1247  DYNAMIC HT  -         231.829 (meters)     760.59  (feet)  COMP
 LB1247  MODELED GRAV-     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
 LB1247.and adjusted by the National Geodetic Survey in June 1991..
 LB1247
 LB1247.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB1247
 LB1247.The geoid height was determined by GEOID03.
 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;                    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;SPC IL E     -   449,013.095   374,761.775   MT  1.00004377   +0 34 37.4
 LB1247;SPC IL E     - 1,473,137.13  1,229,530.92   sFT  1.00004377   +0 34 37.4
 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!SPC IL E     -   0.99996883  x   1.00004377  =   1.00001260
 LB1247!UTM  16      -   0.99996883  x   0.99961768  =   0.99958652
 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
 LB1247.Superseded values are not recommended for survey control.
 LB1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1247.See file dsdata.txt to determine how the superseded data were derived.
 LB1247
 LB1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6210506461(NAD 83)
 LB1247_MARKER: DB = BENCH MARK DISK
 LB1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1247_STAMPING: N 16 1934
 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             NGS
 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 NATIONAL 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.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1347 ***********************************************************************
 MD1347  DESIGNATION -  N 160
 MD1347  PID         -  MD1347
 MD1347  STATE/COUNTY-  IN/ELKHART
 MD1347  USGS QUAD   -  GOSHEN (1994)
 MD1347
 MD1347                         *CURRENT SURVEY CONTROL
 MD1347  ___________________________________________________________________
 MD1347* NAD 83(1986)-  41 33 54.     (N)    085 49 35.     (W)     SCALED    
 MD1347* NAVD 88     -       246.684  (meters)     809.33   (feet)  ADJUSTED  
 MD1347  ___________________________________________________________________
 MD1347  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MD1347  DYNAMIC HT  -         246.587 (meters)     809.01  (feet)  COMP
 MD1347  MODELED GRAV-     980,222.7   (mgal)                       NAVD 88
 MD1347
 MD1347  VERT ORDER  -  FIRST     CLASS II
 MD1347
 MD1347.The horizontal coordinates were scaled from a topographic map and have
 MD1347.an estimated accuracy of +/- 6 seconds.
 MD1347
 MD1347.The orthometric height was determined by differential leveling
 MD1347.and adjusted by the National Geodetic Survey in June 1991..
 MD1347
 MD1347.The geoid height was determined by GEOID03.
 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     -   701,320.       86,680.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1347.See file dsdata.txt to determine how the superseded data were derived.
 MD1347
 MD1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM978021(NAD 83)
 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 - January 08, 1993
 MD1347
 MD1347  HISTORY     - Date     Condition        Report By
 MD1347  HISTORY     - 1946     MONUMENTED       CGS
 MD1347  HISTORY     - 1987     GOOD             LOCSUR
 MD1347  HISTORY     - 19930108 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0748 ***********************************************************************
 MD0748  DESIGNATION -  N 161
 MD0748  PID         -  MD0748
 MD0748  STATE/COUNTY-  IN/NOBLE
 MD0748  USGS QUAD   -  KENDALLVILLE (1979)
 MD0748
 MD0748                         *CURRENT SURVEY CONTROL
 MD0748  ___________________________________________________________________
 MD0748* NAD 83(1997)-  41 27 10.40203(N)    085 22 18.16361(W)     ADJUSTED  
 MD0748* NAVD 88     -       281.575  (meters)     923.80   (feet)  ADJUSTED  
 MD0748  ___________________________________________________________________
 MD0748  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 MD0748  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 MD0748  DYNAMIC HT  -         281.460 (meters)     923.42  (feet)  COMP
 MD0748  MODELED GRAV-     980,210.1   (mgal)                       NAVD 88
 MD0748
 MD0748  HORZ ORDER  -  SECOND
 MD0748  VERT ORDER  -  SECOND    CLASS 0
 MD0748
 MD0748.The horizontal coordinates were established by classical geodetic methods
 MD0748.and adjusted by the National Geodetic Survey in May 1999..
 MD0748
 MD0748.The orthometric height was determined by differential leveling
 MD0748.and adjusted by the National Geodetic Survey in June 1991..
 MD0748
 MD0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0748
 MD0748.The geoid height was determined by GEOID03.
 MD0748
 MD0748.The dynamic height is computed by dividing the NAVD 88
 MD0748.geopotential number by the normal gravity value computed on the
 MD0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0748.degrees latitude (g = 980.6199 gals.).
 MD0748
 MD0748.The modeled gravity was interpolated from observed gravity values.
 MD0748
 MD0748;                    North         East     Units Scale Factor Converg.
 MD0748;SPC IN E     -   688,895.641   124,644.607   MT  0.99997414   +0 11 42.9
 MD0748;SPC IN E     - 2,260,151.78    408,938.18   sFT  0.99997414   +0 11 42.9
 MD0748;UTM  16      - 4,590,313.592   636,002.159   MT  0.99982763   +1 04 41.2
 MD0748
 MD0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0748!SPC IN E     -   0.99996103  x   0.99997414  =   0.99993518
 MD0748!UTM  16      -   0.99996103  x   0.99982763  =   0.99978867
 MD0748
 MD0748                          SUPERSEDED SURVEY CONTROL
 MD0748
 MD0748  NAD 83(1995)-  41 27 10.40315(N)    085 22 18.16908(W) AD(       ) 2
 MD0748  NAD 83(1986)-  41 27 10.40303(N)    085 22 18.17526(W) AD(       ) 2
 MD0748  NAD 27      -  41 27 10.22290(N)    085 22 18.25310(W) AD(       ) 2
 MD0748  NGVD 29 (??/??/92)  281.708  (m)          924.24   (f) ADJ UNCH    2 0
 MD0748
 MD0748.Superseded values are not recommended for survey control.
 MD0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0748.See file dsdata.txt to determine how the superseded data were derived.
 MD0748
 MD0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3600290314(NAD 83)
 MD0748_MARKER: DB = BENCH MARK DISK
 MD0748_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0748_SP_SET: CULVERT HEADWALL
 MD0748_STAMPING: N 161 1946
 MD0748_MARK LOGO: CGS   
 MD0748_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0748+STABILITY: SURFACE MOTION
 MD0748
 MD0748  HISTORY     - Date     Condition        Report By
 MD0748  HISTORY     - 1946     MONUMENTED       CGS
 MD0748  HISTORY     - 1962     GOOD             NGS
 MD0748  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MD0748  HISTORY     - 19870730 GOOD             NGS
 MD0748
 MD0748                          STATION DESCRIPTION
 MD0748
 MD0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD0748'THIS IS A TRAVERSE STATION
 MD0748'
 MD0748'THE STATION IS LOCATED ALONG U.S. HIGHWAY NO. 6 ABOUT 200 FEET WEST
 MD0748'OF A Y-ROAD
 MD0748'INTERSECTION WITH STATE HIGHWAY NO. 9.  A TRAVERSE CONNECTION WAS
 MD0748'MADE WITH TRIANGULATION STATION BRIMFIELD AND
 MD0748'THE DISTANCE WAS FOUND TO BE 58.388 METERS.  THE MARK
 MD0748'IS IN A CULVERT HEAD ABOUT 2 FEET BELOW
 MD0748'THE LEVEL OF THE HIGHWAY AND 20 FEET NORTH OF
 MD0748'THE CENTERLINE OF U.S. HIGHWAY NO. 6.  THE DISK IS A
 MD0748'STANDARD USC AND GS BENCH MARK AND IS
 MD0748'STAMPED N-161 1946.
 MD0748
 MD0748                          STATION RECOVERY (1962)
 MD0748
 MD0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 MD0748'1.8 MI E FROM BRIMFIELD.
 MD0748'ABOUT 1.8 MILES E ALONG NO. 6 U.S. HWY. FROM THE BRIDGE OVER NEW
 MD0748'YORK CENTRAL RAILROAD AT BRIMFIELD, ABOUT 91 YARDS W OF THE PROJECTED
 MD0748'CENTER LINE OF NO. 9 INDIANA HWY. TANGENT FROM THE N, 18 FEET N
 MD0748'OF CENTER LINE OF 24-FOOT PAVEMENT OF THE COMBINED HWYS., 1.8
 MD0748'FEET LOWER THAN SAME, 1.0 FEET E OF W END OF THE 25-FOOT HEADWALL
 MD0748'OF AN 8-FOOT CONCRETE CULVERT.
 MD0748
 MD0748                          STATION RECOVERY (1963)
 MD0748
 MD0748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD0748'RECOVERED IN GOOD CONDITION, THE TRIANGULATION STATION BRIMFIELD TO
 MD0748'WHICH THE SUBJECT STATION WAS
 MD0748'TRAVERSE CONNECTED HAS BEEN DESTROYED.
 MD0748'
 MD0748'ABOUT 1.8 MILES E ALONG NO. 6 U.S. HIGHWAY FROM THE OVERHEAD BRIDGE
 MD0748'OVER NEW YORK CENTRAL RAILROAD
 MD0748'AT BRIMFIELD, ABOUT 91 YARDS W OF THE JUNCTION OF NO. 9 INDIANA AND
 MD0748'NO. 6 U.S. HIGHWAYS, 1.0 FEET E OF W
 MD0748'END OF 25-FOOT HEADWALL OF 8-FOOT CONCREE CULVERT, 18
 MD0748'FEET N OF CENTER LINE OF 24-FOOT ASPHALT
 MD0748'PAVEMENT, 1.8 FEET LOWER THAN SAME, A STANDARD
 MD0748'BENCH MARK DISK IS STAMPED N 161 1946 AND CEMENTED IN A
 MD0748'DRILL HOLE IN TOP OF THE HEADWALL.
 MD0748
 MD0748                          STATION RECOVERY (1987)
 MD0748
 MD0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 MD0748'ABOUT 195 FEET (59.4 M) WEST OF THE JUNCTION OF U.S. HIGHWAY 6 AND
 MD0748'STATE ROUTE 9 NORTH, WHICH IS ABOUT 1.5 MILES (2.4 KM) EAST OF
 MD0748'BRIMFIELD, IN THE NORTH HEADWALL OF AN 8 FOOT (2.4 M) CONCRETE
 MD0748'CULVERT UNDER HIGHWAY 6, 18.0 FEET (5.5 M) NORTH FROM THE CENTER OF
 MD0748'HIGHWAY 6 AND 1.0 FOOT (0.3 M) EAST FROM THE EAST END OF THE HEADWALL
 MD0748'AND WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1423 ***********************************************************************
 MD1423  DESIGNATION -  N 162
 MD1423  PID         -  MD1423
 MD1423  STATE/COUNTY-  IN/DE KALB
 MD1423  USGS QUAD   -  WATERLOO (1979)
 MD1423
 MD1423                         *CURRENT SURVEY CONTROL
 MD1423  ___________________________________________________________________
 MD1423* NAD 83(1997)-  41 22 53.56001(N)    085 03 36.14470(W)     ADJUSTED  
 MD1423* NAVD 88     -       267.302  (meters)     876.97   (feet)  ADJUSTED  
 MD1423  ___________________________________________________________________
 MD1423  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 MD1423  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 MD1423  DYNAMIC HT  -         267.195 (meters)     876.62  (feet)  COMP
 MD1423  MODELED GRAV-     980,216.0   (mgal)                       NAVD 88
 MD1423
 MD1423  HORZ ORDER  -  SECOND
 MD1423  VERT ORDER  -  SECOND    CLASS 0
 MD1423
 MD1423.The horizontal coordinates were established by classical geodetic methods
 MD1423.and adjusted by the National Geodetic Survey in May 1999..
 MD1423
 MD1423.The orthometric height was determined by differential leveling
 MD1423.and adjusted by the National Geodetic Survey in June 1991..
 MD1423
 MD1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1423
 MD1423.The geoid height was determined by GEOID03.
 MD1423
 MD1423.The dynamic height is computed by dividing the NAVD 88
 MD1423.geopotential number by the normal gravity value computed on the
 MD1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1423.degrees latitude (g = 980.6199 gals.).
 MD1423
 MD1423.The modeled gravity was interpolated from observed gravity values.
 MD1423
 MD1423;                    North         East     Units Scale Factor Converg.
 MD1423;SPC IN E     -   681,107.772   150,741.605   MT  0.99999834   +0 24 03.7
 MD1423;SPC IN E     - 2,234,601.08    494,558.08   sFT  0.99999834   +0 24 03.7
 MD1423;UTM  16      - 4,582,929.299   662,213.082   MT  0.99992383   +1 16 57.8
 MD1423
 MD1423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1423!SPC IN E     -   0.99996328  x   0.99999834  =   0.99996162
 MD1423!UTM  16      -   0.99996328  x   0.99992383  =   0.99988711
 MD1423
 MD1423                          SUPERSEDED SURVEY CONTROL
 MD1423
 MD1423  NAD 83(1995)-  41 22 53.56028(N)    085 03 36.14764(W) AD(       ) 2
 MD1423  NAD 83(1986)-  41 22 53.56092(N)    085 03 36.15829(W) AD(       ) 2
 MD1423  NAD 27      -  41 22 53.38260(N)    085 03 36.27280(W) AD(       ) 2
 MD1423  NGVD 29 (??/??/92)  267.45   (m)          877.5    (f) COMPUTED    2 0
 MD1423
 MD1423.Superseded values are not recommended for survey control.
 MD1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1423.See file dsdata.txt to determine how the superseded data were derived.
 MD1423
 MD1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6221382929(NAD 83)
 MD1423_MARKER: Z = SEE DESCRIPTION
 MD1423_SETTING: 0 = UNSPECIFIED SETTING
 MD1423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1423
 MD1423  HISTORY     - Date     Condition        Report By
 MD1423  HISTORY     - 1947     MONUMENTED       CGS
 MD1423  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MD1423
 MD1423                          STATION DESCRIPTION
 MD1423
 MD1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1423'THIS IS A TRAVERSE STATION.
 MD1423'
 MD1423'STATION IS LOCATED IN THE NORTH END OF AUBURN ON THE AUBURN AIRPORT.
 MD1423'IT IS 100 FEET NORTH OF
 MD1423'THE MAIN HANGAR AND ONE FOOT WEST OF A FENCE.  THE MARK IS A 12 BY 12
 MD1423'INCH CONCRETE POST PROJECTING ABOUT 4
 MD1423'INCHES WITH A STANDARD USC AND GS BM DISK STAMPED N 162 1946.
 MD1423'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION
 MD1423'STATION AUBURN AND THE DISTANCE WAS
 MD1423'FOUND TO BE 97.52 FEET (29.723 METERS).
 MD1423'
 MD1423'TO REACH THE STATION FROM THE COURTHOUSE IN AUBURN GO WEST ON WEST
 MD1423'SEVENTH STREET FOR 0.35 MILE TO
 MD1423'NORTH INDIANA STREET, TURN RIGHT AND GO 1.0 MILE TO THE ENTRANCE TO
 MD1423'THE AIRPORT TURN RIGHT AND GO 0.1 MILE TO
 MD1423'THE MAIN HANGAR AND STATION AS DESCRIBED.
 MD1423
 MD1423                          STATION RECOVERY (1963)
 MD1423
 MD1423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MD1423'REPORTED IN SEPTEMBER 1955 BY THE U.S. GEOLOGICAL SURVEY AS
 MD1423'DESTROYED, NO EVIDENCE OF THE
 MD1423'MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0881 ***********************************************************************
 MD0881  DESIGNATION -  N 163
 MD0881  PID         -  MD0881
 MD0881  STATE/COUNTY-  IN/NOBLE
 MD0881  USGS QUAD   -  EGE (1965)
 MD0881
 MD0881                         *CURRENT SURVEY CONTROL
 MD0881  ___________________________________________________________________
 MD0881* NAD 83(1986)-  41 22 14.     (N)    085 22 02.     (W)     SCALED    
 MD0881* NAVD 88     -       296.735  (meters)     973.54   (feet)  ADJUSTED  
 MD0881  ___________________________________________________________________
 MD0881  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MD0881  DYNAMIC HT  -         296.616 (meters)     973.15  (feet)  COMP
 MD0881  MODELED GRAV-     980,214.4   (mgal)                       NAVD 88
 MD0881
 MD0881  VERT ORDER  -  SECOND    CLASS 0
 MD0881
 MD0881.The horizontal coordinates were scaled from a topographic map and have
 MD0881.an estimated accuracy of +/- 6 seconds.
 MD0881
 MD0881.The orthometric height was determined by differential leveling
 MD0881.and adjusted by the National Geodetic Survey in June 1991..
 MD0881
 MD0881.The geoid height was determined by GEOID03.
 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     -   679,750.      125,050.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0881.See file dsdata.txt to determine how the superseded data were derived.
 MD0881
 MD0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL365811(NAD 83)
 MD0881_MARKER: DB = BENCH MARK DISK
 MD0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0881_STAMPING: N 163 1946
 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             NGS
 MD0881  HISTORY     - 1969     GOOD             INHD
 MD0881
 MD0881                          STATION DESCRIPTION
 MD0881
 MD0881'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1234 ***********************************************************************
 MD1234  DESIGNATION -  N 164
 MD1234  PID         -  MD1234
 MD1234  STATE/COUNTY-  IN/NOBLE
 MD1234  USGS QUAD   -  ORMAS (1965)
 MD1234
 MD1234                         *CURRENT SURVEY CONTROL
 MD1234  ___________________________________________________________________
 MD1234* NAD 83(1986)-  41 18 08.     (N)    085 31 01.     (W)     SCALED    
 MD1234* NAVD 88     -       278.606  (meters)     914.06   (feet)  ADJUSTED  
 MD1234  ___________________________________________________________________
 MD1234  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MD1234  DYNAMIC HT  -         278.493 (meters)     913.69  (feet)  COMP
 MD1234  MODELED GRAV-     980,210.4   (mgal)                       NAVD 88
 MD1234
 MD1234  VERT ORDER  -  SECOND    CLASS 0
 MD1234
 MD1234.The horizontal coordinates were scaled from a topographic map and have
 MD1234.an estimated accuracy of +/- 6 seconds.
 MD1234
 MD1234.The orthometric height was determined by differential leveling
 MD1234.and adjusted by the National Geodetic Survey in June 1991..
 MD1234
 MD1234.The geoid height was determined by GEOID03.
 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     -   672,130.      112,540.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1234.See file dsdata.txt to determine how the superseded data were derived.
 MD1234
 MD1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL241733(NAD 83)
 MD1234_MARKER: DB = BENCH MARK DISK
 MD1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1234_STAMPING: N 164 1946
 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             NGS
 MD1234
 MD1234                          STATION DESCRIPTION
 MD1234
 MD1234'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1158 ***********************************************************************
 MD1158  DESIGNATION -  N 165
 MD1158  PID         -  MD1158
 MD1158  STATE/COUNTY-  IN/WHITLEY
 MD1158  USGS QUAD   -  ORMAS (1965)
 MD1158
 MD1158                         *CURRENT SURVEY CONTROL
 MD1158  ___________________________________________________________________
 MD1158* NAD 83(1986)-  41 16 24.     (N)    085 34 25.     (W)     SCALED    
 MD1158* NAVD 88     -       285.037  (meters)     935.16   (feet)  ADJUSTED  
 MD1158  ___________________________________________________________________
 MD1158  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 MD1158  DYNAMIC HT  -         284.921 (meters)     934.78  (feet)  COMP
 MD1158  MODELED GRAV-     980,208.3   (mgal)                       NAVD 88
 MD1158
 MD1158  VERT ORDER  -  SECOND    CLASS 0
 MD1158
 MD1158.The horizontal coordinates were scaled from a topographic map and have
 MD1158.an estimated accuracy of +/- 6 seconds.
 MD1158
 MD1158.The orthometric height was determined by differential leveling
 MD1158.and adjusted by the National Geodetic Survey in June 1991..
 MD1158
 MD1158.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1158.See file dsdata.txt to determine how the superseded data were derived.
 MD1158
 MD1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL194700(NAD 83)
 MD1158_MARKER: DB = BENCH MARK DISK
 MD1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1158_STAMPING: N 165 1946
 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             NGS
 MD1158
 MD1158                          STATION DESCRIPTION
 MD1158
 MD1158'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0060 ***********************************************************************
 ME0060  DESIGNATION -  N 166
 ME0060  PID         -  ME0060
 ME0060  STATE/COUNTY-  IN/ST JOSEPH
 ME0060  USGS QUAD   -  NORTH LIBERTY (1980)
 ME0060
 ME0060                         *CURRENT SURVEY CONTROL
 ME0060  ___________________________________________________________________
 ME0060* NAD 83(1986)-  41 32 05.     (N)    086 24 28.     (W)     SCALED    
 ME0060* NAVD 88     -       223.305  (meters)     732.63   (feet)  ADJUSTED  
 ME0060  ___________________________________________________________________
 ME0060  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0060  DYNAMIC HT  -         223.216 (meters)     732.33  (feet)  COMP
 ME0060  MODELED GRAV-     980,219.2   (mgal)                       NAVD 88
 ME0060
 ME0060  VERT ORDER  -  SECOND    CLASS 0
 ME0060
 ME0060.The horizontal coordinates were scaled from a topographic map and have
 ME0060.an estimated accuracy of +/- 6 seconds.
 ME0060
 ME0060.The orthometric height was determined by differential leveling
 ME0060.and adjusted by the National Geodetic Survey in June 1991..
 ME0060
 ME0060.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0060.See file dsdata.txt to determine how the superseded data were derived.
 ME0060
 ME0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL494982(NAD 83)
 ME0060_MARKER: DB = BENCH MARK DISK
 ME0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0060_STAMPING: N 166 1946
 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 = OCTOBER  6, 2006
 ME0888 ***********************************************************************
 ME0888  DESIGNATION -  N 167
 ME0888  PID         -  ME0888
 ME0888  STATE/COUNTY-  IN/LA PORTE
 ME0888  USGS QUAD   -  STILLWELL (1977)
 ME0888
 ME0888                         *CURRENT SURVEY CONTROL
 ME0888  ___________________________________________________________________
 ME0888* NAD 83(1986)-  41 35 17.     (N)    086 31 59.     (W)     SCALED    
 ME0888* NAVD 88     -       214.182  (meters)     702.70   (feet)  ADJUSTED  
 ME0888  ___________________________________________________________________
 ME0888  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0888  DYNAMIC HT  -         214.098 (meters)     702.42  (feet)  COMP
 ME0888  MODELED GRAV-     980,225.8   (mgal)                       NAVD 88
 ME0888
 ME0888  VERT ORDER  -  SECOND    CLASS 0
 ME0888
 ME0888.The horizontal coordinates were scaled from a topographic map and have
 ME0888.an estimated accuracy of +/- 6 seconds.
 ME0888
 ME0888.The orthometric height was determined by differential leveling
 ME0888.and adjusted by the National Geodetic Survey in June 1991..
 ME0888
 ME0888.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0888.See file dsdata.txt to determine how the superseded data were derived.
 ME0888
 ME0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM389041(NAD 83)
 ME0888_MARKER: DB = BENCH MARK DISK
 ME0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0888_STAMPING: N 167 1946
 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 = OCTOBER  6, 2006
 ME0004 ***********************************************************************
 ME0004  DESIGNATION -  N 168
 ME0004  PID         -  ME0004
 ME0004  STATE/COUNTY-  IN/ST JOSEPH
 ME0004  USGS QUAD   -  WYATT (1992)
 ME0004
 ME0004                         *CURRENT SURVEY CONTROL
 ME0004  ___________________________________________________________________
 ME0004* NAD 83(1986)-  41 31 28.     (N)    086 10 05.     (W)     SCALED    
 ME0004* NAVD 88     -       253.395  (meters)     831.35   (feet)  ADJUSTED  
 ME0004  ___________________________________________________________________
 ME0004  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 ME0004  DYNAMIC HT  -         253.290 (meters)     831.00  (feet)  COMP
 ME0004  MODELED GRAV-     980,202.9   (mgal)                       NAVD 88
 ME0004
 ME0004  VERT ORDER  -  SECOND    CLASS 0
 ME0004
 ME0004.The horizontal coordinates were scaled from a topographic map and have
 ME0004.an estimated accuracy of +/- 6 seconds.
 ME0004
 ME0004.The orthometric height was determined by differential leveling
 ME0004.and adjusted by the National Geodetic Survey in June 1991..
 ME0004
 ME0004.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0004.See file dsdata.txt to determine how the superseded data were derived.
 ME0004
 ME0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL694973(NAD 83)
 ME0004_MARKER: DB = BENCH MARK DISK
 ME0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0004_STAMPING: N 168 1946
 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 = OCTOBER  6, 2006
 ME0175 ***********************************************************************
 ME0175  DESIGNATION -  N 169
 ME0175  PID         -  ME0175
 ME0175  STATE/COUNTY-  IN/MARSHALL
 ME0175  USGS QUAD   -  LA PAZ (1972)
 ME0175
 ME0175                         *CURRENT SURVEY CONTROL
 ME0175  ___________________________________________________________________
 ME0175* NAD 83(1986)-  41 24 49.     (N)    086 15 07.     (W)     SCALED    
 ME0175* NAVD 88     -       254.184  (meters)     833.94   (feet)  ADJUSTED  
 ME0175  ___________________________________________________________________
 ME0175  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME0175  DYNAMIC HT  -         254.078 (meters)     833.59  (feet)  COMP
 ME0175  MODELED GRAV-     980,200.3   (mgal)                       NAVD 88
 ME0175
 ME0175  VERT ORDER  -  SECOND    CLASS 0
 ME0175
 ME0175.The horizontal coordinates were scaled from a topographic map and have
 ME0175.an estimated accuracy of +/- 6 seconds.
 ME0175
 ME0175.The orthometric height was determined by differential leveling
 ME0175.and adjusted by the National Geodetic Survey in June 1991..
 ME0175
 ME0175.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0175.See file dsdata.txt to determine how the superseded data were derived.
 ME0175
 ME0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL625849(NAD 83)
 ME0175_MARKER: DB = BENCH MARK DISK
 ME0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0175_STAMPING: N 169 1946
 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 = OCTOBER  6, 2006
 ME1157 ***********************************************************************
 ME1157  DESIGNATION -  N 17
 ME1157  PID         -  ME1157
 ME1157  STATE/COUNTY-  IN/LAKE
 ME1157  USGS QUAD   -  LOWELL (1992)
 ME1157
 ME1157                         *CURRENT SURVEY CONTROL
 ME1157  ___________________________________________________________________
 ME1157* NAD 83(1986)-  41 21 46.     (N)    087 27 43.     (W)     SCALED    
 ME1157* NAVD 88     -       227.696  (meters)     747.03   (feet)  ADJUSTED  
 ME1157  ___________________________________________________________________
 ME1157  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 ME1157  DYNAMIC HT  -         227.603 (meters)     746.73  (feet)  COMP
 ME1157  MODELED GRAV-     980,212.4   (mgal)                       NAVD 88
 ME1157
 ME1157  VERT ORDER  -  FIRST     CLASS II
 ME1157
 ME1157.The horizontal coordinates were scaled from a topographic map and have
 ME1157.an estimated accuracy of +/- 6 seconds.
 ME1157
 ME1157.The orthometric height was determined by differential leveling
 ME1157.and adjusted by the National Geodetic Survey in June 1991..
 ME1157.WARNING-Repeat measurements at this control monument indicate possible
 ME1157.vertical movement.
 ME1157
 ME1157.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1157.See file dsdata.txt to determine how the superseded data were derived.
 ME1157
 ME1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL613791(NAD 83)
 ME1157_MARKER: DB = BENCH MARK DISK
 ME1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1157_STAMPING: N 17 1934
 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             NGS
 ME1157  HISTORY     - 19900629 MARK NOT FOUND   USGS
 ME1157
 ME1157                          STATION DESCRIPTION
 ME1157
 ME1157'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0134 ***********************************************************************
 ME0134  DESIGNATION -  N 170
 ME0134  PID         -  ME0134
 ME0134  STATE/COUNTY-  IN/ELKHART
 ME0134  USGS QUAD   -  WAKARUSA (1994)
 ME0134
 ME0134                         *CURRENT SURVEY CONTROL
 ME0134  ___________________________________________________________________
 ME0134* NAD 83(1986)-  41 33 02.     (N)    086 00 06.     (W)     SCALED    
 ME0134* NAVD 88     -       257.495  (meters)     844.80   (feet)  ADJUSTED  
 ME0134  ___________________________________________________________________
 ME0134  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 ME0134  DYNAMIC HT  -         257.390 (meters)     844.45  (feet)  COMP
 ME0134  MODELED GRAV-     980,209.1   (mgal)                       NAVD 88
 ME0134
 ME0134  VERT ORDER  -  SECOND    CLASS 0
 ME0134
 ME0134.The horizontal coordinates were scaled from a topographic map and have
 ME0134.an estimated accuracy of +/- 6 seconds.
 ME0134
 ME0134.The orthometric height was determined by differential leveling
 ME0134.and adjusted by the National Geodetic Survey in June 1991..
 ME0134
 ME0134.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0134.See file dsdata.txt to determine how the superseded data were derived.
 ME0134
 ME0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM832003(NAD 83)
 ME0134_MARKER: DB = BENCH MARK DISK
 ME0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0134_STAMPING: N-170 1946
 ME0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0134+STABILITY: SURFACE MOTION
 ME0134
 ME0134  HISTORY     - Date     Condition        Report By
 ME0134  HISTORY     - 1946     MONUMENTED       CGS
 ME0134  HISTORY     - 1968     GOOD             NGS
 ME0134  HISTORY     - 1971     GOOD             NGS
 ME0134
 ME0134                          STATION DESCRIPTION
 ME0134
 ME0134'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0412 ***********************************************************************
 ME0412  DESIGNATION -  N 171
 ME0412  PID         -  ME0412
 ME0412  STATE/COUNTY-  IN/ELKHART
 ME0412  USGS QUAD   -  NAPPANEE EAST (1992)
 ME0412
 ME0412                         *CURRENT SURVEY CONTROL
 ME0412  ___________________________________________________________________
 ME0412* NAD 83(1986)-  41 26 34.     (N)    085 59 59.     (W)     SCALED    
 ME0412* NAVD 88     -       267.344  (meters)     877.11   (feet)  ADJUSTED  
 ME0412  ___________________________________________________________________
 ME0412  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME0412  DYNAMIC HT  -         267.235 (meters)     876.75  (feet)  COMP
 ME0412  MODELED GRAV-     980,209.3   (mgal)                       NAVD 88
 ME0412
 ME0412  VERT ORDER  -  SECOND    CLASS 0
 ME0412
 ME0412.The horizontal coordinates were scaled from a topographic map and have
 ME0412.an estimated accuracy of +/- 6 seconds.
 ME0412
 ME0412.The orthometric height was determined by differential leveling
 ME0412.and adjusted by the National Geodetic Survey in June 1991..
 ME0412
 ME0412.The geoid height was determined by GEOID03.
 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     -   687,780.       72,170.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0412.See file dsdata.txt to determine how the superseded data were derived.
 ME0412
 ME0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL835883(NAD 83)
 ME0412_MARKER: DB = BENCH MARK DISK
 ME0412_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0412_SP_SET: BUILDING
 ME0412_STAMPING: N 171 1946
 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 = OCTOBER  6, 2006
 MD1196 ***********************************************************************
 MD1196  DESIGNATION -  N 172
 MD1196  PID         -  MD1196
 MD1196  STATE/COUNTY-  IN/ELKHART
 MD1196  USGS QUAD   -  NAPPANEE EAST (1992)
 MD1196
 MD1196                         *CURRENT SURVEY CONTROL
 MD1196  ___________________________________________________________________
 MD1196* NAD 83(1986)-  41 29 36.     (N)    085 53 00.     (W)     SCALED    
 MD1196* NAVD 88     -       255.441  (meters)     838.06   (feet)  ADJUSTED  
 MD1196  ___________________________________________________________________
 MD1196  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 MD1196  DYNAMIC HT  -         255.339 (meters)     837.72  (feet)  COMP
 MD1196  MODELED GRAV-     980,217.5   (mgal)                       NAVD 88
 MD1196
 MD1196  VERT ORDER  -  SECOND    CLASS 0
 MD1196
 MD1196.The horizontal coordinates were scaled from a topographic map and have
 MD1196.an estimated accuracy of +/- 6 seconds.
 MD1196
 MD1196.The orthometric height was determined by differential leveling
 MD1196.and adjusted by the National Geodetic Survey in June 1991..
 MD1196
 MD1196.The geoid height was determined by GEOID03.
 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     -   693,370.       81,910.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1196.See file dsdata.txt to determine how the superseded data were derived.
 MD1196
 MD1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL932941(NAD 83)
 MD1196_MARKER: DB = BENCH MARK DISK
 MD1196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1196_SP_SET: CULVERT
 MD1196_STAMPING: N 172 1946
 MD1196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1851 ***********************************************************************
 LA1851  DESIGNATION -  N 173
 LA1851  PID         -  LA1851
 LA1851  STATE/COUNTY-  IN/GRANT
 LA1851  USGS QUAD   -  SWEETSER (1992)
 LA1851
 LA1851                         *CURRENT SURVEY CONTROL
 LA1851  ___________________________________________________________________
 LA1851* NAD 83(1986)-  40 34 50.     (N)    085 49 33.     (W)     SCALED    
 LA1851* NAVD 88     -       247.161  (meters)     810.89   (feet)  ADJUSTED  
 LA1851  ___________________________________________________________________
 LA1851  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LA1851  DYNAMIC HT  -         247.035 (meters)     810.48  (feet)  COMP
 LA1851  MODELED GRAV-     980,111.4   (mgal)                       NAVD 88
 LA1851
 LA1851  VERT ORDER  -  SECOND    CLASS 0
 LA1851
 LA1851.The horizontal coordinates were scaled from a topographic map and have
 LA1851.an estimated accuracy of +/- 6 seconds.
 LA1851
 LA1851.The orthometric height was determined by differential leveling
 LA1851.and adjusted by the National Geodetic Survey in June 1991..
 LA1851
 LA1851.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1851.See file dsdata.txt to determine how the superseded data were derived.
 LA1851
 LA1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK993928(NAD 83)
 LA1851_MARKER: DB = BENCH MARK DISK
 LA1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1851_STAMPING: N 173 1946
 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 = OCTOBER  6, 2006
 LA1611 ***********************************************************************
 LA1611  DESIGNATION -  N 174
 LA1611  PID         -  LA1611
 LA1611  STATE/COUNTY-  IN/GRANT
 LA1611  USGS QUAD   -  MARION (1992)
 LA1611
 LA1611                         *CURRENT SURVEY CONTROL
 LA1611  ___________________________________________________________________
 LA1611* NAD 83(1986)-  40 34 45.     (N)    085 39 26.     (W)     SCALED    
 LA1611* NAVD 88     -       242.651  (meters)     796.10   (feet)  ADJUSTED  
 LA1611  ___________________________________________________________________
 LA1611  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 LA1611  DYNAMIC HT  -         242.528 (meters)     795.69  (feet)  COMP
 LA1611  MODELED GRAV-     980,113.7   (mgal)                       NAVD 88
 LA1611
 LA1611  VERT ORDER  -  FIRST     CLASS II
 LA1611
 LA1611.The horizontal coordinates were scaled from a topographic map and have
 LA1611.an estimated accuracy of +/- 6 seconds.
 LA1611
 LA1611.The orthometric height was determined by differential leveling
 LA1611.and adjusted by the National Geodetic Survey in June 1991..
 LA1611
 LA1611.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1611.See file dsdata.txt to determine how the superseded data were derived.
 LA1611
 LA1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK136929(NAD 83)
 LA1611_MARKER: DB = BENCH MARK DISK
 LA1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1611_STAMPING: N 174 1946
 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 = OCTOBER  6, 2006
 LB0259 ***********************************************************************
 LB0259  DESIGNATION -  N 175
 LB0259  PID         -  LB0259
 LB0259  STATE/COUNTY-  IN/MIAMI
 LB0259  USGS QUAD   -  BUNKER HILL (1994)
 LB0259
 LB0259                         *CURRENT SURVEY CONTROL
 LB0259  ___________________________________________________________________
 LB0259* NAD 83(1986)-  40 44 35.     (N)    086 05 45.     (W)     SCALED    
 LB0259* NAVD 88     -       198.482  (meters)     651.19   (feet)  ADJUSTED  
 LB0259  ___________________________________________________________________
 LB0259  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 LB0259  DYNAMIC HT  -         198.386 (meters)     650.87  (feet)  COMP
 LB0259  MODELED GRAV-     980,138.5   (mgal)                       NAVD 88
 LB0259
 LB0259  VERT ORDER  -  SECOND    CLASS 0
 LB0259
 LB0259.The horizontal coordinates were scaled from a topographic map and have
 LB0259.an estimated accuracy of +/- 6 seconds.
 LB0259
 LB0259.The orthometric height was determined by differential leveling
 LB0259.and adjusted by the National Geodetic Survey in June 1991..
 LB0259
 LB0259.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB0259
 LB0259  NGVD 29 (??/??/92)  198.60   (m)          651.6    (f) COMPUTED    2 0
 LB0259
 LB0259.Superseded values are not recommended for survey control.
 LB0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0259.See file dsdata.txt to determine how the superseded data were derived.
 LB0259
 LB0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL763106(NAD 83)
 LB0259_MARKER: DD = SURVEY DISK
 LB0259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0259_SP_SET: BRIDGE
 LB0259_STAMPING: N 175 1946
 LB0259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0259
 LB0259  HISTORY     - Date     Condition        Report By
 LB0259  HISTORY     - UNK      MONUMENTED       INHD
 LB0259  HISTORY     - 1946     GOOD             NGS
 LB0259  HISTORY     - 20050802 MARK NOT FOUND   BUTLER
 LB0259
 LB0259                          STATION DESCRIPTION
 LB0259
 LB0259'DESCRIBED BY NATIONAL 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 AND 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 = OCTOBER  6, 2006
 ME0362 ***********************************************************************
 ME0362  DESIGNATION -  N 176
 ME0362  PID         -  ME0362
 ME0362  STATE/COUNTY-  IN/MARSHALL
 ME0362  USGS QUAD   -  CULVER (1980)
 ME0362
 ME0362                         *CURRENT SURVEY CONTROL
 ME0362  ___________________________________________________________________
 ME0362* NAD 83(1986)-  41 10 19.     (N)    086 22 52.     (W)     SCALED    
 ME0362* NAVD 88     -       228.825  (meters)     750.74   (feet)  ADJUSTED  
 ME0362  ___________________________________________________________________
 ME0362  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME0362  DYNAMIC HT  -         228.731 (meters)     750.43  (feet)  COMP
 ME0362  MODELED GRAV-     980,205.3   (mgal)                       NAVD 88
 ME0362
 ME0362  VERT ORDER  -  SECOND    CLASS 0
 ME0362
 ME0362.The horizontal coordinates were scaled from a topographic map and have
 ME0362.an estimated accuracy of +/- 6 seconds.
 ME0362
 ME0362.The orthometric height was determined by differential leveling
 ME0362.and adjusted by the National Geodetic Survey in June 1991..
 ME0362
 ME0362.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0362.See file dsdata.txt to determine how the superseded data were derived.
 ME0362
 ME0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL519580(NAD 83)
 ME0362_MARKER: DB = BENCH MARK DISK
 ME0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0362_STAMPING: N 176 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0440 ***********************************************************************
 ME0440  DESIGNATION -  N 177
 ME0440  PID         -  ME0440
 ME0440  STATE/COUNTY-  IN/FULTON
 ME0440  USGS QUAD   -  AKRON (1994)
 ME0440
 ME0440                         *CURRENT SURVEY CONTROL
 ME0440  ___________________________________________________________________
 ME0440* NAD 83(1986)-  41 03 11.     (N)    086 01 41.     (W)     SCALED    
 ME0440* NAVD 88     -       259.571  (meters)     851.61   (feet)  ADJUSTED  
 ME0440  ___________________________________________________________________
 ME0440  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 ME0440  DYNAMIC HT  -         259.455 (meters)     851.23  (feet)  COMP
 ME0440  MODELED GRAV-     980,171.3   (mgal)                       NAVD 88
 ME0440
 ME0440  VERT ORDER  -  SECOND    CLASS 0
 ME0440
 ME0440.The horizontal coordinates were scaled from a topographic map and have
 ME0440.an estimated accuracy of +/- 6 seconds.
 ME0440
 ME0440.The orthometric height was determined by differential leveling
 ME0440.and adjusted by the National Geodetic Survey in June 1991..
 ME0440
 ME0440.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0440.See file dsdata.txt to determine how the superseded data were derived.
 ME0440
 ME0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL816451(NAD 83)
 ME0440_MARKER: DB = BENCH MARK DISK
 ME0440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0440_SP_SET: FENCE POST
 ME0440_STAMPING: N 177 1946
 ME0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME0437 ***********************************************************************
 ME0437  DESIGNATION -  N 178
 ME0437  PID         -  ME0437
 ME0437  STATE/COUNTY-  IN/KOSCIUSKO
 ME0437  USGS QUAD   -  MENTONE (1994)
 ME0437
 ME0437                         *CURRENT SURVEY CONTROL
 ME0437  ___________________________________________________________________
 ME0437* NAD 83(1986)-  41 09 29.     (N)    086 02 20.     (W)     SCALED    
 ME0437* NAVD 88     -       256.503  (meters)     841.54   (feet)  ADJUSTED  
 ME0437  ___________________________________________________________________
 ME0437  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME0437  DYNAMIC HT  -         256.393 (meters)     841.18  (feet)  COMP
 ME0437  MODELED GRAV-     980,187.1   (mgal)                       NAVD 88
 ME0437
 ME0437  VERT ORDER  -  SECOND    CLASS 0
 ME0437
 ME0437.The horizontal coordinates were scaled from a topographic map and have
 ME0437.an estimated accuracy of +/- 6 seconds.
 ME0437
 ME0437.The orthometric height was determined by differential leveling
 ME0437.and adjusted by the National Geodetic Survey in June 1991..
 ME0437
 ME0437.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0437.See file dsdata.txt to determine how the superseded data were derived.
 ME0437
 ME0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL806567(NAD 83)
 ME0437_MARKER: DB = BENCH MARK DISK
 ME0437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0437_SP_SET: FENCE POST
 ME0437_STAMPING: N 178 1946
 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 = OCTOBER  6, 2006
 ME2091 ***********************************************************************
 ME2091  DESIGNATION -  N 178 RESET 1974
 ME2091  PID         -  ME2091
 ME2091  STATE/COUNTY-  IN/KOSCIUSKO
 ME2091  USGS QUAD   -  MENTONE (1994)
 ME2091
 ME2091                         *CURRENT SURVEY CONTROL
 ME2091  ___________________________________________________________________
 ME2091* NAD 83(1986)-  41 09 29.     (N)    086 02 20.     (W)     SCALED    
 ME2091* NAVD 88     -       255.55   (meters)     838.4    (feet)  RESET     
 ME2091  ___________________________________________________________________
 ME2091  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME2091
 ME2091  VERT ORDER  -  THIRD
 ME2091
 ME2091.The horizontal coordinates were scaled from a topographic map and have
 ME2091.an estimated accuracy of +/- 6 seconds.
 ME2091
 ME2091.The orthometric height was computed from unverified reset data.
 ME2091
 ME2091.The geoid height was determined by GEOID03.
 ME2091
 ME2091;                    North         East    Units  Estimated Accuracy
 ME2091;SPC IN E     -   656,180.       68,760.      MT  (+/- 180 meters Scaled)
 ME2091
 ME2091                          SUPERSEDED SURVEY CONTROL
 ME2091
 ME2091  NGVD 29 (04/16/04)  255.68   (m)          838.8    (f) RESET       3  
 ME2091
 ME2091.Superseded values are not recommended for survey control.
 ME2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2091.See file dsdata.txt to determine how the superseded data were derived.
 ME2091
 ME2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL806567(NAD 83)
 ME2091_MARKER: DB = BENCH MARK DISK
 ME2091_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ME2091_SP_SET: IRON BASE
 ME2091_STAMPING: N 178 RESET 1974
 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 = OCTOBER  6, 2006
 LB0252 ***********************************************************************
 LB0252  DESIGNATION -  N 179
 LB0252  PID         -  LB0252
 LB0252  STATE/COUNTY-  IN/MIAMI
 LB0252  USGS QUAD   -  DEEDSVILLE (1992)
 LB0252
 LB0252                         *CURRENT SURVEY CONTROL
 LB0252  ___________________________________________________________________
 LB0252* NAD 83(1986)-  40 57 32.     (N)    086 01 06.     (W)     SCALED    
 LB0252* NAVD 88     -       256.416  (meters)     841.26   (feet)  ADJUSTED  
 LB0252  ___________________________________________________________________
 LB0252  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 LB0252  DYNAMIC HT  -         256.298 (meters)     840.87  (feet)  COMP
 LB0252  MODELED GRAV-     980,158.3   (mgal)                       NAVD 88
 LB0252
 LB0252  VERT ORDER  -  SECOND    CLASS 0
 LB0252
 LB0252.The horizontal coordinates were scaled from a topographic map and have
 LB0252.an estimated accuracy of +/- 6 seconds.
 LB0252
 LB0252.The orthometric height was determined by differential leveling
 LB0252.and adjusted by the National Geodetic Survey in June 1991..
 LB0252
 LB0252.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0252.See file dsdata.txt to determine how the superseded data were derived.
 LB0252
 LB0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL826346(NAD 83)
 LB0252_MARKER: DB = BENCH MARK DISK
 LB0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0252_STAMPING: N 179 1946
 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 = OCTOBER  6, 2006
 ME0864 ***********************************************************************
 ME0864  DESIGNATION -  N 18
 ME0864  PID         -  ME0864
 ME0864  STATE/COUNTY-  IN/LA PORTE
 ME0864  USGS QUAD   -  MICHIGAN CITY EAST (1980)
 ME0864
 ME0864                         *CURRENT SURVEY CONTROL
 ME0864  ___________________________________________________________________
 ME0864* NAD 83(1986)-  41 42 12.     (N)    086 51 52.     (W)     SCALED    
 ME0864* NAVD 88     -       192.392  (meters)     631.21   (feet)  ADJUSTED  
 ME0864  ___________________________________________________________________
 ME0864  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 ME0864  DYNAMIC HT  -         192.321 (meters)     630.97  (feet)  COMP
 ME0864  MODELED GRAV-     980,248.1   (mgal)                       NAVD 88
 ME0864
 ME0864  VERT ORDER  -  SECOND    CLASS 0
 ME0864
 ME0864.The horizontal coordinates were scaled from a topographic map and have
 ME0864.an estimated accuracy of +/- 6 seconds.
 ME0864
 ME0864.The orthometric height was determined by differential leveling
 ME0864.and adjusted by the National Geodetic Survey in June 1991..
 ME0864
 ME0864.The geoid height was determined by GEOID03.
 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     -   716,690.      918,220.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0864.See file dsdata.txt to determine how the superseded data were derived.
 ME0864
 ME0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM112168(NAD 83)
 ME0864_MARKER: DB = BENCH MARK DISK
 ME0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0864_SP_SET: CONCRETE POST
 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 SUITABLE FOR
 ME0864+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 ME0864
 ME0864  HISTORY     - Date     Condition        Report By
 ME0864  HISTORY     - 1934     MONUMENTED       CGS
 ME0864  HISTORY     - 1985     GOOD             NGS
 ME0864  HISTORY     - 20060812 GOOD             GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0207 ***********************************************************************
 LB0207  DESIGNATION -  N 180
 LB0207  PID         -  LB0207
 LB0207  STATE/COUNTY-  IN/MIAMI
 LB0207  USGS QUAD   -  DEEDSVILLE (1992)
 LB0207
 LB0207                         *CURRENT SURVEY CONTROL
 LB0207  ___________________________________________________________________
 LB0207* NAD 83(1986)-  40 58 10.     (N)    086 04 15.     (W)     SCALED    
 LB0207* NAVD 88     -       261.226  (meters)     857.04   (feet)  ADJUSTED  
 LB0207  ___________________________________________________________________
 LB0207  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 LB0207  DYNAMIC HT  -         261.106 (meters)     856.65  (feet)  COMP
 LB0207  MODELED GRAV-     980,160.2   (mgal)                       NAVD 88
 LB0207
 LB0207  VERT ORDER  -  SECOND    CLASS 0
 LB0207
 LB0207.The horizontal coordinates were scaled from a topographic map and have
 LB0207.an estimated accuracy of +/- 6 seconds.
 LB0207
 LB0207.The orthometric height was determined by differential leveling
 LB0207.and adjusted by the National Geodetic Survey in June 1991..
 LB0207
 LB0207.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0207.See file dsdata.txt to determine how the superseded data were derived.
 LB0207
 LB0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL781357(NAD 83)
 LB0207_MARKER: DB = BENCH MARK DISK
 LB0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0207_STAMPING: N 180 1946
 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 = OCTOBER  6, 2006
 LB0172 ***********************************************************************
 LB0172  DESIGNATION -  N 181
 LB0172  PID         -  LB0172
 LB0172  STATE/COUNTY-  IN/FULTON
 LB0172  USGS QUAD   -  MACY (1994)
 LB0172
 LB0172                         *CURRENT SURVEY CONTROL
 LB0172  ___________________________________________________________________
 LB0172* NAD 83(1986)-  40 55 50.     (N)    086 14 32.     (W)     SCALED    
 LB0172* NAVD 88     -       244.892  (meters)     803.45   (feet)  ADJUSTED  
 LB0172  ___________________________________________________________________
 LB0172  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 LB0172  DYNAMIC HT  -         244.782 (meters)     803.09  (feet)  COMP
 LB0172  MODELED GRAV-     980,171.5   (mgal)                       NAVD 88
 LB0172
 LB0172  VERT ORDER  -  SECOND    CLASS 0
 LB0172
 LB0172.The horizontal coordinates were scaled from a topographic map and have
 LB0172.an estimated accuracy of +/- 6 seconds.
 LB0172
 LB0172.The orthometric height was determined by differential leveling
 LB0172.and adjusted by the National Geodetic Survey in June 1991..
 LB0172
 LB0172.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0172.See file dsdata.txt to determine how the superseded data were derived.
 LB0172
 LB0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL637313(NAD 83)
 LB0172_MARKER: DB = BENCH MARK DISK
 LB0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0172_SP_SET: CONCRETE FENCE POST
 LB0172_STAMPING: N 181 1946
 LB0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1643 ***********************************************************************
 LA1643  DESIGNATION -  N 182
 LA1643  PID         -  LA1643
 LA1643  STATE/COUNTY-  IN/WABASH
 LA1643  USGS QUAD   -  WABASH (1994)
 LA1643
 LA1643                         *CURRENT SURVEY CONTROL
 LA1643  ___________________________________________________________________
 LA1643* NAD 83(1986)-  40 51 17.     (N)    085 47 22.     (W)     SCALED    
 LA1643* NAVD 88     -       247.557  (meters)     812.19   (feet)  ADJUSTED  
 LA1643  ___________________________________________________________________
 LA1643  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 LA1643  DYNAMIC HT  -         247.441 (meters)     811.81  (feet)  COMP
 LA1643  MODELED GRAV-     980,149.7   (mgal)                       NAVD 88
 LA1643
 LA1643  VERT ORDER  -  FIRST     CLASS II
 LA1643
 LA1643.The horizontal coordinates were scaled from a topographic map and have
 LA1643.an estimated accuracy of +/- 6 seconds.
 LA1643
 LA1643.The orthometric height was determined by differential leveling
 LA1643.and adjusted by the National Geodetic Survey in June 1991..
 LA1643
 LA1643.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1643.See file dsdata.txt to determine how the superseded data were derived.
 LA1643
 LA1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL020233(NAD 83)
 LA1643_MARKER: DB = BENCH MARK DISK
 LA1643_SETTING: 0 = UNSPECIFIED SETTING
 LA1643_STAMPING: N 182 1946
 LA1643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0160 ***********************************************************************
 LB0160  DESIGNATION -  N 183
 LB0160  PID         -  LB0160
 LB0160  STATE/COUNTY-  IN/MIAMI
 LB0160  USGS QUAD   -  PERU (1992)
 LB0160
 LB0160                         *CURRENT SURVEY CONTROL
 LB0160  ___________________________________________________________________
 LB0160* NAD 83(1986)-  40 52 00.     (N)    086 05 32.     (W)     SCALED    
 LB0160* NAVD 88     -       219.866  (meters)     721.34   (feet)  ADJUSTED  
 LB0160  ___________________________________________________________________
 LB0160  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 LB0160  DYNAMIC HT  -         219.763 (meters)     721.01  (feet)  COMP
 LB0160  MODELED GRAV-     980,151.3   (mgal)                       NAVD 88
 LB0160
 LB0160  VERT ORDER  -  SECOND    CLASS 0
 LB0160
 LB0160.The horizontal coordinates were scaled from a topographic map and have
 LB0160.an estimated accuracy of +/- 6 seconds.
 LB0160
 LB0160.The orthometric height was determined by differential leveling
 LB0160.and adjusted by the National Geodetic Survey in June 1991..
 LB0160
 LB0160.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0160.See file dsdata.txt to determine how the superseded data were derived.
 LB0160
 LB0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL765243(NAD 83)
 LB0160_MARKER: DB = BENCH MARK DISK
 LB0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0160_STAMPING: N 183 1946
 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 = OCTOBER  6, 2006
 LA1317 ***********************************************************************
 LA1317  DESIGNATION -  N 185
 LA1317  PID         -  LA1317
 LA1317  STATE/COUNTY-  IN/GRANT
 LA1317  USGS QUAD   -  FAIRMOUNT (1994)
 LA1317
 LA1317                         *CURRENT SURVEY CONTROL
 LA1317  ___________________________________________________________________
 LA1317* NAD 83(1986)-  40 24 30.     (N)    085 38 41.     (W)     SCALED    
 LA1317* NAVD 88     -       269.217  (meters)     883.26   (feet)  ADJUSTED  
 LA1317  ___________________________________________________________________
 LA1317  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 LA1317  DYNAMIC HT  -         269.079 (meters)     882.80  (feet)  COMP
 LA1317  MODELED GRAV-     980,104.2   (mgal)                       NAVD 88
 LA1317
 LA1317  VERT ORDER  -  FIRST     CLASS II
 LA1317
 LA1317.The horizontal coordinates were scaled from a topographic map and have
 LA1317.an estimated accuracy of +/- 6 seconds.
 LA1317
 LA1317.The orthometric height was determined by differential leveling
 LA1317.and adjusted by the National Geodetic Survey in June 1991..
 LA1317
 LA1317.The geoid height was determined by GEOID03.
 LA1317
 LA1317.The dynamic height is computed by dividing the NAVD 88
 LA1317.geopotential number by the normal gravity value computed on the
 LA1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1317.degrees latitude (g = 980.6199 gals.).
 LA1317
 LA1317.The modeled gravity was interpolated from observed gravity values.
 LA1317
 LA1317;                    North         East    Units  Estimated Accuracy
 LA1317;SPC IN E     -   572,860.      101,860.      MT  (+/- 180 meters Scaled)
 LA1317
 LA1317                          SUPERSEDED SURVEY CONTROL
 LA1317
 LA1317  NGVD 29 (??/??/92)  269.357  (m)          883.72   (f) ADJ UNCH    1 2
 LA1317
 LA1317.Superseded values are not recommended for survey control.
 LA1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1317.See file dsdata.txt to determine how the superseded data were derived.
 LA1317
 LA1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK149739(NAD 83)
 LA1317_MARKER: DB = BENCH MARK DISK
 LA1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1317_STAMPING: N 185 1946
 LA1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1317+STABILITY: SURFACE MOTION
 LA1317
 LA1317  HISTORY     - Date     Condition        Report By
 LA1317  HISTORY     - 1946     MONUMENTED       CGS
 LA1317
 LA1317                          STATION DESCRIPTION
 LA1317
 LA1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1317'0.6 MI S FROM FAIRMOUNT.
 LA1317'ABOUT 0.6 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LA1317'THE STATION AT FAIRMOUNT, SET IN THE SOUTHWEST QUARTER OF A
 LA1317'BLACK TOP ROAD CROSSING, 39 FEET SOUTH OF THE CENTER LINE OF THE
 LA1317'ROAD, 27 FEET WEST OF THE WEST RAIL, 26 FEET SOUTHEAST OF A
 LA1317'6 INCH CONCRETE FENCE CORNER POST, 6 FEET NORTH OF POLE 143/15
 LA1317'AND IN LINE WITH A ROW OF POLES, ABOUT 0.5 FOOT BELOW THE
 LA1317'CROSSING, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 LA1317'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1100 ***********************************************************************
 MD1100  DESIGNATION -  N 186
 MD1100  PID         -  MD1100
 MD1100  STATE/COUNTY-  IN/WHITLEY
 MD1100  USGS QUAD   -  SOUTH WHITLEY WEST (1994)
 MD1100
 MD1100                         *CURRENT SURVEY CONTROL
 MD1100  ___________________________________________________________________
 MD1100* NAD 83(1986)-  41 06 14.     (N)    085 40 01.     (W)     SCALED    
 MD1100* NAVD 88     -       255.431  (meters)     838.03   (feet)  ADJUSTED  
 MD1100  ___________________________________________________________________
 MD1100  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 MD1100  DYNAMIC HT  -         255.320 (meters)     837.66  (feet)  COMP
 MD1100  MODELED GRAV-     980,183.1   (mgal)                       NAVD 88
 MD1100
 MD1100  VERT ORDER  -  SECOND    CLASS 0
 MD1100
 MD1100.The horizontal coordinates were scaled from a topographic map and have
 MD1100.an estimated accuracy of +/- 6 seconds.
 MD1100
 MD1100.The orthometric height was determined by differential leveling
 MD1100.and adjusted by the National Geodetic Survey in June 1991..
 MD1100
 MD1100.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1100.See file dsdata.txt to determine how the superseded data were derived.
 MD1100
 MD1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL119511(NAD 83)
 MD1100_MARKER: DB = BENCH MARK DISK
 MD1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1100_STAMPING: N 186 1946
 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             NGS
 MD1100
 MD1100                          STATION DESCRIPTION
 MD1100
 MD1100'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1665 ***********************************************************************
 LA1665  DESIGNATION -  N 187
 LA1665  PID         -  LA1665
 LA1665  STATE/COUNTY-  IN/HUNTINGTON
 LA1665  USGS QUAD   -  BIPPUS (1972)
 LA1665
 LA1665                         *CURRENT SURVEY CONTROL
 LA1665  ___________________________________________________________________
 LA1665* NAD 83(1986)-  40 52 45.     (N)    085 34 19.     (W)     SCALED    
 LA1665* NAVD 88     -       214.336  (meters)     703.20   (feet)  ADJUSTED  
 LA1665  ___________________________________________________________________
 LA1665  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 LA1665  DYNAMIC HT  -         214.234 (meters)     702.87  (feet)  COMP
 LA1665  MODELED GRAV-     980,145.9   (mgal)                       NAVD 88
 LA1665
 LA1665  VERT ORDER  -  SECOND    CLASS 0
 LA1665
 LA1665.The horizontal coordinates were scaled from a topographic map and have
 LA1665.an estimated accuracy of +/- 6 seconds.
 LA1665
 LA1665.The orthometric height was determined by differential leveling
 LA1665.and adjusted by the National Geodetic Survey in June 1991..
 LA1665
 LA1665.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1665.See file dsdata.txt to determine how the superseded data were derived.
 LA1665
 LA1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL203263(NAD 83)
 LA1665_MARKER: DB = BENCH MARK DISK
 LA1665_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1665_SP_SET: CULVERT
 LA1665_STAMPING: N 187 1946
 LA1665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1665
 LA1665  HISTORY     - Date     Condition        Report By
 LA1665  HISTORY     - 1946     MONUMENTED       CGS
 LA1665  HISTORY     - 1965     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1965
 LA1665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0895 ***********************************************************************
 LA0895  DESIGNATION -  N 188
 LA0895  PID         -  LA0895
 LA0895  STATE/COUNTY-  IN/HUNTINGTON
 LA0895  USGS QUAD   -  ZANESVILLE (1972)
 LA0895
 LA0895                         *CURRENT SURVEY CONTROL
 LA0895  ___________________________________________________________________
 LA0895* NAD 83(1986)-  40 54 13.     (N)    085 22 28.     (W)     SCALED    
 LA0895* NAVD 88     -       233.412  (meters)     765.79   (feet)  ADJUSTED  
 LA0895  ___________________________________________________________________
 LA0895  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 LA0895  DYNAMIC HT  -         233.305 (meters)     765.43  (feet)  COMP
 LA0895  MODELED GRAV-     980,160.1   (mgal)                       NAVD 88
 LA0895
 LA0895  VERT ORDER  -  SECOND    CLASS 0
 LA0895
 LA0895.The horizontal coordinates were scaled from a topographic map and have
 LA0895.an estimated accuracy of +/- 6 seconds.
 LA0895
 LA0895.The orthometric height was determined by differential leveling
 LA0895.and adjusted by the National Geodetic Survey in June 1991..
 LA0895
 LA0895.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0895.See file dsdata.txt to determine how the superseded data were derived.
 LA0895
 LA0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL369293(NAD 83)
 LA0895_MARKER: DB = BENCH MARK DISK
 LA0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0895_STAMPING: N 188 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0884 ***********************************************************************
 LA0884  DESIGNATION -  N 189
 LA0884  PID         -  LA0884
 LA0884  STATE/COUNTY-  IN/ALLEN
 LA0884  USGS QUAD   -  OSSIAN (1981)
 LA0884
 LA0884                         *CURRENT SURVEY CONTROL
 LA0884  ___________________________________________________________________
 LA0884* NAD 83(1986)-  40 58 31.     (N)    085 13 29.     (W)     SCALED    
 LA0884* NAVD 88     -       240.922  (meters)     790.42   (feet)  ADJUSTED  
 LA0884  ___________________________________________________________________
 LA0884  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 LA0884  DYNAMIC HT  -         240.818 (meters)     790.08  (feet)  COMP
 LA0884  MODELED GRAV-     980,190.0   (mgal)                       NAVD 88
 LA0884
 LA0884  VERT ORDER  -  SECOND    CLASS 0
 LA0884
 LA0884.The horizontal coordinates were scaled from a topographic map and have
 LA0884.an estimated accuracy of +/- 6 seconds.
 LA0884
 LA0884.The orthometric height was determined by differential leveling
 LA0884.and adjusted by the National Geodetic Survey in June 1991..
 LA0884
 LA0884.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0884.See file dsdata.txt to determine how the superseded data were derived.
 LA0884
 LA0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL493375(NAD 83)
 LA0884_MARKER: DB = BENCH MARK DISK
 LA0884_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0884_SP_SET: CULVERT
 LA0884_STAMPING: N 189 1946
 LA0884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0884
 LA0884  HISTORY     - Date     Condition        Report By
 LA0884  HISTORY     - 1946     MONUMENTED       CGS
 LA0884  HISTORY     - 1951     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1951
 LA0884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0903 ***********************************************************************
 ME0903  DESIGNATION -  N 19
 ME0903  PID         -  ME0903
 ME0903  STATE/COUNTY-  IN/LA PORTE
 ME0903  USGS QUAD   -  LA PORTE EAST (1991)
 ME0903
 ME0903                         *CURRENT SURVEY CONTROL
 ME0903  ___________________________________________________________________
 ME0903* NAD 83(1986)-  41 37 17.     (N)    086 42 24.     (W)     SCALED    
 ME0903* NAVD 88     -       248.536  (meters)     815.41   (feet)  ADJUSTED  
 ME0903  ___________________________________________________________________
 ME0903  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0903  DYNAMIC HT  -         248.439 (meters)     815.09  (feet)  COMP
 ME0903  MODELED GRAV-     980,227.5   (mgal)                       NAVD 88
 ME0903
 ME0903  VERT ORDER  -  SECOND    CLASS 0
 ME0903
 ME0903.The horizontal coordinates were scaled from a topographic map and have
 ME0903.an estimated accuracy of +/- 6 seconds.
 ME0903
 ME0903.The orthometric height was determined by differential leveling
 ME0903.and adjusted by the National Geodetic Survey in June 1991..
 ME0903
 ME0903.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0903.See file dsdata.txt to determine how the superseded data were derived.
 ME0903
 ME0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM244077(NAD 83)
 ME0903_MARKER: DB = BENCH MARK DISK
 ME0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0903_STAMPING: N 19 1934
 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             NGS
 ME0903  HISTORY     - 1962     GOOD             NGS
 ME0903  HISTORY     - 1976     GOOD             LOCSUR
 ME0903
 ME0903                          STATION DESCRIPTION
 ME0903
 ME0903'DESCRIBED BY NATIONAL 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1650 ***********************************************************************
 LA1650  DESIGNATION -  N 190
 LA1650  PID         -  LA1650
 LA1650  STATE/COUNTY-  IN/WABASH
 LA1650  USGS QUAD   -  NORTH MANCHESTER SOUTH (1994)
 LA1650
 LA1650                         *CURRENT SURVEY CONTROL
 LA1650  ___________________________________________________________________
 LA1650* NAD 83(1986)-  40 56 30.     (N)    085 47 26.     (W)     SCALED    
 LA1650* NAVD 88     -       240.836  (meters)     790.14   (feet)  ADJUSTED  
 LA1650  ___________________________________________________________________
 LA1650  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 LA1650  DYNAMIC HT  -         240.725 (meters)     789.78  (feet)  COMP
 LA1650  MODELED GRAV-     980,158.0   (mgal)                       NAVD 88
 LA1650
 LA1650  VERT ORDER  -  FIRST     CLASS II
 LA1650
 LA1650.The horizontal coordinates were scaled from a topographic map and have
 LA1650.an estimated accuracy of +/- 6 seconds.
 LA1650
 LA1650.The orthometric height was determined by differential leveling
 LA1650.and adjusted by the National Geodetic Survey in June 1991..
 LA1650
 LA1650.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1650.See file dsdata.txt to determine how the superseded data were derived.
 LA1650
 LA1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL018329(NAD 83)
 LA1650_MARKER: DB = BENCH MARK DISK
 LA1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1650_STAMPING: N 190 1946
 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 = OCTOBER  6, 2006
 LA1880 ***********************************************************************
 LA1880  DESIGNATION -  N 191
 LA1880  PID         -  LA1880
 LA1880  STATE/COUNTY-  IN/MIAMI
 LA1880  USGS QUAD   -  AMBOY (1994)
 LA1880
 LA1880                         *CURRENT SURVEY CONTROL
 LA1880  ___________________________________________________________________
 LA1880* NAD 83(1986)-  40 34 39.     (N)    085 53 49.     (W)     SCALED    
 LA1880* NAVD 88     -       252.482  (meters)     828.35   (feet)  ADJUSTED  
 LA1880  ___________________________________________________________________
 LA1880  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LA1880  DYNAMIC HT  -         252.354 (meters)     827.93  (feet)  COMP
 LA1880  MODELED GRAV-     980,112.7   (mgal)                       NAVD 88
 LA1880
 LA1880  VERT ORDER  -  SECOND    CLASS 0
 LA1880
 LA1880.The horizontal coordinates were scaled from a topographic map and have
 LA1880.an estimated accuracy of +/- 6 seconds.
 LA1880
 LA1880.The orthometric height was determined by differential leveling
 LA1880.and adjusted by the National Geodetic Survey in June 1991..
 LA1880
 LA1880.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1880.See file dsdata.txt to determine how the superseded data were derived.
 LA1880
 LA1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK933924(NAD 83)
 LA1880_MARKER: DB = BENCH MARK DISK
 LA1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1880_STAMPING: N 191 1946
 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 = OCTOBER  6, 2006
 LA1806 ***********************************************************************
 LA1806  DESIGNATION -  N 192
 LA1806  PID         -  LA1806
 LA1806  STATE/COUNTY-  IN/MIAMI
 LA1806  USGS QUAD   -  PEORIA (1994)
 LA1806
 LA1806                         *CURRENT SURVEY CONTROL
 LA1806  ___________________________________________________________________
 LA1806* NAD 83(1986)-  40 42 30.     (N)    085 58 07.     (W)     SCALED    
 LA1806* NAVD 88     -       244.341  (meters)     801.64   (feet)  ADJUSTED  
 LA1806  ___________________________________________________________________
 LA1806  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 LA1806  DYNAMIC HT  -         244.222 (meters)     801.25  (feet)  COMP
 LA1806  MODELED GRAV-     980,132.4   (mgal)                       NAVD 88
 LA1806
 LA1806  VERT ORDER  -  SECOND    CLASS 0
 LA1806
 LA1806.The horizontal coordinates were scaled from a topographic map and have
 LA1806.an estimated accuracy of +/- 6 seconds.
 LA1806
 LA1806.The orthometric height was determined by differential leveling
 LA1806.and adjusted by the National Geodetic Survey in June 1991..
 LA1806
 LA1806.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1806.See file dsdata.txt to determine how the superseded data were derived.
 LA1806
 LA1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL871068(NAD 83)
 LA1806_MARKER: DB = BENCH MARK DISK
 LA1806_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1806_SP_SET: BUILDING
 LA1806_STAMPING: N 192 1946
 LA1806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1806
 LA1806  HISTORY     - Date     Condition        Report By
 LA1806  HISTORY     - 1946     MONUMENTED       CGS
 LA1806  HISTORY     - 1961     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 LA1293 ***********************************************************************
 LA1293  DESIGNATION -  N 193
 LA1293  PID         -  LA1293
 LA1293  STATE/COUNTY-  IN/MADISON
 LA1293  USGS QUAD   -  ANDERSON NORTH (1994)
 LA1293
 LA1293                         *CURRENT SURVEY CONTROL
 LA1293  ___________________________________________________________________
 LA1293* NAD 83(1986)-  40 09 38.     (N)    085 40 53.     (W)     SCALED    
 LA1293* NAVD 88     -       271.229  (meters)     889.86   (feet)  ADJUSTED  
 LA1293  ___________________________________________________________________
 LA1293  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 LA1293  DYNAMIC HT  -         271.084 (meters)     889.38  (feet)  COMP
 LA1293  MODELED GRAV-     980,083.3   (mgal)                       NAVD 88
 LA1293
 LA1293  VERT ORDER  -  FIRST     CLASS II
 LA1293
 LA1293.The horizontal coordinates were scaled from a topographic map and have
 LA1293.an estimated accuracy of +/- 6 seconds.
 LA1293
 LA1293.The orthometric height was determined by differential leveling
 LA1293.and adjusted by the National Geodetic Survey in June 1991..
 LA1293
 LA1293.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1293.See file dsdata.txt to determine how the superseded data were derived.
 LA1293
 LA1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK122464(NAD 83)
 LA1293_MARKER: DB = BENCH MARK DISK
 LA1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1293_STAMPING: N 193 1946
 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 = OCTOBER  6, 2006
 LA1336 ***********************************************************************
 LA1336  DESIGNATION -  N 194 RESET 1965
 LA1336  PID         -  LA1336
 LA1336  STATE/COUNTY-  IN/HAMILTON
 LA1336  USGS QUAD   -  FRANKTON (1994)
 LA1336
 LA1336                         *CURRENT SURVEY CONTROL
 LA1336  ___________________________________________________________________
 LA1336* NAD 83(1986)-  40 08 32.     (N)    085 51 46.     (W)     SCALED    
 LA1336* NAVD 88     -       246.54   (meters)     808.9    (feet)  RESET     
 LA1336  ___________________________________________________________________
 LA1336  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 LA1336
 LA1336  VERT ORDER  -  THIRD
 LA1336
 LA1336.The horizontal coordinates were scaled from a topographic map and have
 LA1336.an estimated accuracy of +/- 6 seconds.
 LA1336
 LA1336.The orthometric height was computed from unverified reset data.
 LA1336
 LA1336.The geoid height was determined by GEOID03.
 LA1336
 LA1336;                    North         East    Units  Estimated Accuracy
 LA1336;SPC IN E     -   543,330.       83,290.      MT  (+/- 180 meters Scaled)
 LA1336
 LA1336                          SUPERSEDED SURVEY CONTROL
 LA1336
 LA1336  NGVD 29 (??/??/??)  246.70   (m)          809.4    (f) RESET       3  
 LA1336
 LA1336.Superseded values are not recommended for survey control.
 LA1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1336.See file dsdata.txt to determine how the superseded data were derived.
 LA1336
 LA1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK968441(NAD 83)
 LA1336_MARKER: DB = BENCH MARK DISK
 LA1336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1336_SP_SET: BRIDGE
 LA1336_STAMPING: N 194 RESET 1965
 LA1336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1336
 LA1336  HISTORY     - Date     Condition        Report By
 LA1336  HISTORY     - 1965     MONUMENTED       INHD
 LA1336  HISTORY     - 1966     GOOD             NGS
 LA1336
 LA1336                          STATION DESCRIPTION
 LA1336
 LA1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 LA1336'AT PERKINSVILLE.
 LA1336'AT PERKINSVILLE, 21 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY
 LA1336'13, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 LA1336'OF THE NORTHWESTERN MOST CORNER OF THE NORTHWESTERN MOST WINGWALL
 LA1336'OF BRIDGE OVER THE WHITE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1370 ***********************************************************************
 LA1370  DESIGNATION -  N 195
 LA1370  PID         -  LA1370
 LA1370  STATE/COUNTY-  IN/GRANT
 LA1370  USGS QUAD   -  POINT ISABEL (1994)
 LA1370
 LA1370                         *CURRENT SURVEY CONTROL
 LA1370  ___________________________________________________________________
 LA1370* NAD 83(1986)-  40 25 36.     (N)    085 49 25.     (W)     SCALED    
 LA1370* NAVD 88     -       267.848  (meters)     878.76   (feet)  ADJUSTED  
 LA1370  ___________________________________________________________________
 LA1370  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 LA1370  DYNAMIC HT  -         267.709 (meters)     878.31  (feet)  COMP
 LA1370  MODELED GRAV-     980,100.1   (mgal)                       NAVD 88
 LA1370
 LA1370  VERT ORDER  -  SECOND    CLASS 0
 LA1370
 LA1370.The horizontal coordinates were scaled from a topographic map and have
 LA1370.an estimated accuracy of +/- 6 seconds.
 LA1370
 LA1370.The orthometric height was determined by differential leveling
 LA1370.and adjusted by the National Geodetic Survey in June 1991..
 LA1370
 LA1370.The geoid height was determined by GEOID03.
 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     -   574,900.       86,680.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1370.See file dsdata.txt to determine how the superseded data were derived.
 LA1370
 LA1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK997757(NAD 83)
 LA1370_MARKER: DB = BENCH MARK DISK
 LA1370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1370_SP_SET: BUILDING
 LA1370_STAMPING: N 195 1946
 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 = OCTOBER  6, 2006
 MD0898 ***********************************************************************
 MD0898  DESIGNATION -  N 196 RESET 1966
 MD0898  PID         -  MD0898
 MD0898  STATE/COUNTY-  IN/WHITLEY
 MD0898  USGS QUAD   -  COLUMBIA CITY (1981)
 MD0898
 MD0898                         *CURRENT SURVEY CONTROL
 MD0898  ___________________________________________________________________
 MD0898* NAD 83(1986)-  41 14 30.     (N)    085 27 45.     (W)     SCALED    
 MD0898* NAVD 88     -       288.90   (meters)     947.8    (feet)  RESET     
 MD0898  ___________________________________________________________________
 MD0898  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MD0898
 MD0898  VERT ORDER  -  THIRD
 MD0898
 MD0898.The horizontal coordinates were scaled from a topographic map and have
 MD0898.an estimated accuracy of +/- 6 seconds.
 MD0898
 MD0898.The orthometric height was computed from unverified reset data.
 MD0898
 MD0898.The geoid height was determined by GEOID03.
 MD0898
 MD0898;                    North         East    Units  Estimated Accuracy
 MD0898;SPC IN E     -   665,420.      117,110.      MT  (+/- 180 meters Scaled)
 MD0898
 MD0898                          SUPERSEDED SURVEY CONTROL
 MD0898
 MD0898  NGVD 29 (??/??/??)  289.05   (m)          948.3    (f) RESET       3  
 MD0898
 MD0898.Superseded values are not recommended for survey control.
 MD0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0898.See file dsdata.txt to determine how the superseded data were derived.
 MD0898
 MD0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL288667(NAD 83)
 MD0898_MARKER: DB = BENCH MARK DISK
 MD0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0898_STAMPING: N 196 RESET 1966
 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 = OCTOBER  6, 2006
 MD0979 ***********************************************************************
 MD0979  DESIGNATION -  N 197
 MD0979  PID         -  MD0979
 MD0979  STATE/COUNTY-  IN/NOBLE
 MD0979  USGS QUAD   -  GARRETT (1973)
 MD0979
 MD0979                         *CURRENT SURVEY CONTROL
 MD0979  ___________________________________________________________________
 MD0979* NAD 83(1986)-  41 17 20.     (N)    085 11 59.     (W)     SCALED    
 MD0979* NAVD 88     -       265.641  (meters)     871.52   (feet)  ADJUSTED  
 MD0979  ___________________________________________________________________
 MD0979  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 MD0979  DYNAMIC HT  -         265.537 (meters)     871.18  (feet)  COMP
 MD0979  MODELED GRAV-     980,222.5   (mgal)                       NAVD 88
 MD0979
 MD0979  VERT ORDER  -  SECOND    CLASS 0
 MD0979
 MD0979.The horizontal coordinates were scaled from a topographic map and have
 MD0979.an estimated accuracy of +/- 6 seconds.
 MD0979
 MD0979.The orthometric height was determined by differential leveling
 MD0979.and adjusted by the National Geodetic Survey in June 1991..
 MD0979
 MD0979.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0979.See file dsdata.txt to determine how the superseded data were derived.
 MD0979
 MD0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL507723(NAD 83)
 MD0979_MARKER: DB = BENCH MARK DISK
 MD0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0979_STAMPING: N 197 1946
 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             NGS
 MD0979
 MD0979                          STATION DESCRIPTION
 MD0979
 MD0979'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0545 ***********************************************************************
 MD0545  DESIGNATION -  N 198
 MD0545  PID         -  MD0545
 MD0545  STATE/COUNTY-  IN/DE KALB
 MD0545  USGS QUAD   -  SAINT JOE (1994)
 MD0545
 MD0545                         *CURRENT SURVEY CONTROL
 MD0545  ___________________________________________________________________
 MD0545* NAD 83(1986)-  41 19 09.     (N)    084 55 13.     (W)     SCALED    
 MD0545* NAVD 88     -       254.655  (meters)     835.48   (feet)  ADJUSTED  
 MD0545  ___________________________________________________________________
 MD0545  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 MD0545  DYNAMIC HT  -         254.554 (meters)     835.15  (feet)  COMP
 MD0545  MODELED GRAV-     980,218.3   (mgal)                       NAVD 88
 MD0545
 MD0545  VERT ORDER  -  SECOND    CLASS 0
 MD0545
 MD0545.The horizontal coordinates were scaled from a topographic map and have
 MD0545.an estimated accuracy of +/- 6 seconds.
 MD0545
 MD0545.The orthometric height was determined by differential leveling
 MD0545.and adjusted by the National Geodetic Survey in June 1991..
 MD0545
 MD0545.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0545.See file dsdata.txt to determine how the superseded data were derived.
 MD0545
 MD0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL740762(NAD 83)
 MD0545_MARKER: DB = BENCH MARK DISK
 MD0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0545_STAMPING: N-198-1946
 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 = OCTOBER  6, 2006
 MD0453 ***********************************************************************
 MD0453  DESIGNATION -  N 199
 MD0453  PID         -  MD0453
 MD0453  STATE/COUNTY-  IN/DE KALB
 MD0453  USGS QUAD   -  HICKSVILLE (1979)
 MD0453
 MD0453                         *CURRENT SURVEY CONTROL
 MD0453  ___________________________________________________________________
 MD0453* NAD 83(1986)-  41 21 02.     (N)    084 51 07.     (W)     SCALED    
 MD0453* NAVD 88     -       250.779  (meters)     822.76   (feet)  ADJUSTED  
 MD0453  ___________________________________________________________________
 MD0453  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 MD0453  DYNAMIC HT  -         250.680 (meters)     822.44  (feet)  COMP
 MD0453  MODELED GRAV-     980,221.8   (mgal)                       NAVD 88
 MD0453
 MD0453  VERT ORDER  -  SECOND    CLASS 0
 MD0453
 MD0453.The horizontal coordinates were scaled from a topographic map and have
 MD0453.an estimated accuracy of +/- 6 seconds.
 MD0453
 MD0453.The orthometric height was determined by differential leveling
 MD0453.and adjusted by the National Geodetic Survey in June 1991..
 MD0453
 MD0453.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0453.See file dsdata.txt to determine how the superseded data were derived.
 MD0453
 MD0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL797798(NAD 83)
 MD0453_MARKER: DB = BENCH MARK DISK
 MD0453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0453_SP_SET: CULVERT
 MD0453_STAMPING: N 199
 MD0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0453
 MD0453  HISTORY     - Date     Condition        Report By
 MD0453  HISTORY     - UNK      MONUMENTED       CGS
 MD0453  HISTORY     - 1962     GOOD             NGS
 MD0453
 MD0453                          STATION DESCRIPTION
 MD0453
 MD0453'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0118 ***********************************************************************
 ME0118  DESIGNATION -  N 20
 ME0118  PID         -  ME0118
 ME0118  STATE/COUNTY-  IN/ST JOSEPH
 ME0118  USGS QUAD   -  OSCEOLA (1994)
 ME0118
 ME0118                         *CURRENT SURVEY CONTROL
 ME0118  ___________________________________________________________________
 ME0118* NAD 83(1986)-  41 39 47.     (N)    086 04 11.     (W)     SCALED    
 ME0118* NAVD 88     -       225.302  (meters)     739.18   (feet)  ADJUSTED  
 ME0118  ___________________________________________________________________
 ME0118  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 ME0118  DYNAMIC HT  -         225.213 (meters)     738.89  (feet)  COMP
 ME0118  MODELED GRAV-     980,223.0   (mgal)                       NAVD 88
 ME0118
 ME0118  VERT ORDER  -  SECOND    CLASS 0
 ME0118
 ME0118.The horizontal coordinates were scaled from a topographic map and have
 ME0118.an estimated accuracy of +/- 6 seconds.
 ME0118
 ME0118.The orthometric height was determined by differential leveling
 ME0118.and adjusted by the National Geodetic Survey in June 1991..
 ME0118
 ME0118.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0118.See file dsdata.txt to determine how the superseded data were derived.
 ME0118
 ME0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM774127(NAD 83)
 ME0118_MARKER: DB = BENCH MARK DISK
 ME0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0118_STAMPING: N 20 1934
 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     - UNK      GOOD             NGS
 ME0118  HISTORY     - 20010930 MARK NOT FOUND   USPSQD
 ME0118
 ME0118                          STATION DESCRIPTION
 ME0118
 ME0118'DESCRIBED BY NATIONAL GEODETIC SURVEY UNK
 ME0118'5.3 MI W FROM ELKHART.
 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 = OCTOBER  6, 2006
 MD0525 ***********************************************************************
 MD0525  DESIGNATION -  N 200
 MD0525  PID         -  MD0525
 MD0525  STATE/COUNTY-  IN/ALLEN
 MD0525  USGS QUAD   -  WOODBURN SOUTH (1992)
 MD0525
 MD0525                         *CURRENT SURVEY CONTROL
 MD0525  ___________________________________________________________________
 MD0525* NAD 83(1986)-  41 05 44.     (N)    084 51 58.     (W)     SCALED    
 MD0525* NAVD 88     -       230.301  (meters)     755.58   (feet)  ADJUSTED  
 MD0525  ___________________________________________________________________
 MD0525  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 MD0525  DYNAMIC HT  -         230.208 (meters)     755.27  (feet)  COMP
 MD0525  MODELED GRAV-     980,212.1   (mgal)                       NAVD 88
 MD0525
 MD0525  VERT ORDER  -  SECOND    CLASS 0
 MD0525
 MD0525.The horizontal coordinates were scaled from a topographic map and have
 MD0525.an estimated accuracy of +/- 6 seconds.
 MD0525
 MD0525.The orthometric height was determined by differential leveling
 MD0525.and adjusted by the National Geodetic Survey in June 1991..
 MD0525
 MD0525.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0525.See file dsdata.txt to determine how the superseded data were derived.
 MD0525
 MD0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL792515(NAD 83)
 MD0525_MARKER: DB = BENCH MARK DISK
 MD0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0525_STAMPING: N-200-1946
 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 = OCTOBER  6, 2006
 MD0688 ***********************************************************************
 MD0688  DESIGNATION -  N 201
 MD0688  PID         -  MD0688
 MD0688  STATE/COUNTY-  IN/DE KALB
 MD0688  USGS QUAD   -  WATERLOO (1979)
 MD0688
 MD0688                         *CURRENT SURVEY CONTROL
 MD0688  ___________________________________________________________________
 MD0688* NAD 83(1986)-  41 24 39.     (N)    085 02 38.     (W)     SCALED    
 MD0688* NAVD 88     -       272.458  (meters)     893.89   (feet)  ADJUSTED  
 MD0688  ___________________________________________________________________
 MD0688  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 MD0688  DYNAMIC HT  -         272.350 (meters)     893.53  (feet)  COMP
 MD0688  MODELED GRAV-     980,220.1   (mgal)                       NAVD 88
 MD0688
 MD0688  VERT ORDER  -  SECOND    CLASS 0
 MD0688
 MD0688.The horizontal coordinates were scaled from a topographic map and have
 MD0688.an estimated accuracy of +/- 6 seconds.
 MD0688
 MD0688.The orthometric height was determined by differential leveling
 MD0688.and adjusted by the National Geodetic Survey in June 1991..
 MD0688
 MD0688.The geoid height was determined by GEOID03.
 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     -   684,370.      152,070.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0688.See file dsdata.txt to determine how the superseded data were derived.
 MD0688
 MD0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL634862(NAD 83)
 MD0688_MARKER: DB = BENCH MARK DISK
 MD0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0688_STAMPING: N 201 1946
 MD0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0688+STABILITY: SURFACE MOTION
 MD0688
 MD0688  HISTORY     - Date     Condition        Report By
 MD0688  HISTORY     - 1946     MONUMENTED       CGS
 MD0688  HISTORY     - 1960     GOOD             NGS
 MD0688  HISTORY     - 1974     GOOD             NGS
 MD0688
 MD0688                          STATION DESCRIPTION
 MD0688
 MD0688'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1758 ***********************************************************************
 LA1758  DESIGNATION -  N 202
 LA1758  PID         -  LA1758
 LA1758  STATE/COUNTY-  IN/HUNTINGTON
 LA1758  USGS QUAD   -  MOUNT ETNA (1994)
 LA1758
 LA1758                         *CURRENT SURVEY CONTROL
 LA1758  ___________________________________________________________________
 LA1758* NAD 83(1986)-  40 44 30.     (N)    085 30 25.     (W)     SCALED    
 LA1758* NAVD 88     -       245.290  (meters)     804.76   (feet)  ADJUSTED  
 LA1758  ___________________________________________________________________
 LA1758  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 LA1758  DYNAMIC HT  -         245.170 (meters)     804.36  (feet)  COMP
 LA1758  MODELED GRAV-     980,131.0   (mgal)                       NAVD 88
 LA1758
 LA1758  VERT ORDER  -  SECOND    CLASS 0
 LA1758
 LA1758.The horizontal coordinates were scaled from a topographic map and have
 LA1758.an estimated accuracy of +/- 6 seconds.
 LA1758
 LA1758.The orthometric height was determined by differential leveling
 LA1758.and adjusted by the National Geodetic Survey in June 1991..
 LA1758
 LA1758.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1758.See file dsdata.txt to determine how the superseded data were derived.
 LA1758
 LA1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL260111(NAD 83)
 LA1758_MARKER: DB = BENCH MARK DISK
 LA1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1758_STAMPING: N 202 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1965
 LA1758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1743 ***********************************************************************
 LA1743  DESIGNATION -  N 203
 LA1743  PID         -  LA1743
 LA1743  STATE/COUNTY-  IN/HUNTINGTON
 LA1743  USGS QUAD   -  ANDREWS (1994)
 LA1743
 LA1743                         *CURRENT SURVEY CONTROL
 LA1743  ___________________________________________________________________
 LA1743* NAD 83(1986)-  40 48 49.     (N)    085 36 08.     (W)     SCALED    
 LA1743* NAVD 88     -       249.417  (meters)     818.30   (feet)  ADJUSTED  
 LA1743  ___________________________________________________________________
 LA1743  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 LA1743  DYNAMIC HT  -         249.298 (meters)     817.91  (feet)  COMP
 LA1743  MODELED GRAV-     980,140.0   (mgal)                       NAVD 88
 LA1743
 LA1743  VERT ORDER  -  SECOND    CLASS 0
 LA1743
 LA1743.The horizontal coordinates were scaled from a topographic map and have
 LA1743.an estimated accuracy of +/- 6 seconds.
 LA1743
 LA1743.The orthometric height was determined by differential leveling
 LA1743.and adjusted by the National Geodetic Survey in June 1991..
 LA1743
 LA1743.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1743.See file dsdata.txt to determine how the superseded data were derived.
 LA1743
 LA1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL178190(NAD 83)
 LA1743_MARKER: DB = BENCH MARK DISK
 LA1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1743_STAMPING: N 203 1946
 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 = OCTOBER  6, 2006
 LA1493 ***********************************************************************
 LA1493  DESIGNATION -  N 204
 LA1493  PID         -  LA1493
 LA1493  STATE/COUNTY-  IN/GRANT
 LA1493  USGS QUAD   -  POINT ISABEL (1994)
 LA1493
 LA1493                         *CURRENT SURVEY CONTROL
 LA1493  ___________________________________________________________________
 LA1493* NAD 83(1986)-  40 25 18.     (N)    085 45 08.     (W)     SCALED    
 LA1493* NAVD 88     -       267.196  (meters)     876.63   (feet)  ADJUSTED  
 LA1493  ___________________________________________________________________
 LA1493  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 LA1493  DYNAMIC HT  -         267.058 (meters)     876.17  (feet)  COMP
 LA1493  MODELED GRAV-     980,102.1   (mgal)                       NAVD 88
 LA1493
 LA1493  VERT ORDER  -  SECOND    CLASS 0
 LA1493
 LA1493.The horizontal coordinates were scaled from a topographic map and have
 LA1493.an estimated accuracy of +/- 6 seconds.
 LA1493
 LA1493.The orthometric height was determined by differential leveling
 LA1493.and adjusted by the National Geodetic Survey in June 1991..
 LA1493
 LA1493.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1493.See file dsdata.txt to determine how the superseded data were derived.
 LA1493
 LA1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK058753(NAD 83)
 LA1493_MARKER: DB = BENCH MARK DISK
 LA1493_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1493_SP_SET: CULVERT
 LA1493_STAMPING: N 204 1946
 LA1493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1404 ***********************************************************************
 LA1404  DESIGNATION -  N 205
 LA1404  PID         -  LA1404
 LA1404  STATE/COUNTY-  IN/HAMILTON
 LA1404  USGS QUAD   -  OMEGA (1994)
 LA1404
 LA1404                         *CURRENT SURVEY CONTROL
 LA1404  ___________________________________________________________________
 LA1404* NAD 83(1986)-  40 08 22.     (N)    085 58 36.     (W)     SCALED    
 LA1404* NAVD 88     -       250.737  (meters)     822.63   (feet)  ADJUSTED  
 LA1404  ___________________________________________________________________
 LA1404  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 LA1404  DYNAMIC HT  -         250.602 (meters)     822.18  (feet)  COMP
 LA1404  MODELED GRAV-     980,083.7   (mgal)                       NAVD 88
 LA1404
 LA1404  VERT ORDER  -  SECOND    CLASS 0
 LA1404
 LA1404.The horizontal coordinates were scaled from a topographic map and have
 LA1404.an estimated accuracy of +/- 6 seconds.
 LA1404
 LA1404.The orthometric height was determined by differential leveling
 LA1404.and adjusted by the National Geodetic Survey in June 1991..
 LA1404
 LA1404.The geoid height was determined by GEOID03.
 LA1404
 LA1404.The dynamic height is computed by dividing the NAVD 88
 LA1404.geopotential number by the normal gravity value computed on the
 LA1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1404.degrees latitude (g = 980.6199 gals.).
 LA1404
 LA1404.The modeled gravity was interpolated from observed gravity values.
 LA1404
 LA1404;                    North         East    Units  Estimated Accuracy
 LA1404;SPC IN E     -   543,050.       73,580.      MT  (+/- 180 meters Scaled)
 LA1404
 LA1404                          SUPERSEDED SURVEY CONTROL
 LA1404
 LA1404  NGVD 29 (??/??/92)  250.864  (m)          823.04   (f) ADJ UNCH    2 0
 LA1404
 LA1404.Superseded values are not recommended for survey control.
 LA1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1404.See file dsdata.txt to determine how the superseded data were derived.
 LA1404
 LA1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK871437(NAD 83)
 LA1404_MARKER: DB = BENCH MARK DISK
 LA1404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1404_SP_SET: CULVERT
 LA1404_STAMPING: N 205 1946
 LA1404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1404
 LA1404  HISTORY     - Date     Condition        Report By
 LA1404  HISTORY     - 1946     MONUMENTED       CGS
 LA1404
 LA1404                          STATION DESCRIPTION
 LA1404
 LA1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1404'3.1 MI NE FROM CICERO.
 LA1404'ABOUT 2.3 MILES EAST ALONG A BLACK TOP ROAD LEADING TO STRAWTOWN
 LA1404'FROM THE HAMILTON COUNTY STATE BANK AT CICERO, THENCE ABOUT 0.8
 LA1404'MILE NORTH ALONG A GRAVEL ROAD, AT A CROSS ROAD, ABOUT 0.15 MILE
 LA1404'NORTH OF A CHURCH AND SMALL CEMETERY, 28 FEET SOUTH OF THE
 LA1404'CENTER LINE OF THE ROAD LEADING EAST, 9 FEET EAST OF THE NORTH-SOUTH
 LA1404'ROAD, AND SET IN THE TOP OF THE SOUTH END OF THE 6 FOOT EAST
 LA1404'CONCRETE HEAD WALL OF A 1.5 FOOT CONCRETE CULVERT, AND ABOUT
 LA1404'0.5 FOOT ABOVE THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1453 ***********************************************************************
 LA1453  DESIGNATION -  N 206
 LA1453  PID         -  LA1453
 LA1453  STATE/COUNTY-  IN/MADISON
 LA1453  USGS QUAD   -  ELWOOD (1994)
 LA1453
 LA1453                         *CURRENT SURVEY CONTROL
 LA1453  ___________________________________________________________________
 LA1453* NAD 83(1986)-  40 16 38.     (N)    085 48 35.     (W)     SCALED    
 LA1453* NAVD 88     -       264.204  (meters)     866.81   (feet)  ADJUSTED  
 LA1453  ___________________________________________________________________
 LA1453  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 LA1453  DYNAMIC HT  -         264.064 (meters)     866.35  (feet)  COMP
 LA1453  MODELED GRAV-     980,089.9   (mgal)                       NAVD 88
 LA1453
 LA1453  VERT ORDER  -  SECOND    CLASS 0
 LA1453
 LA1453.The horizontal coordinates were scaled from a topographic map and have
 LA1453.an estimated accuracy of +/- 6 seconds.
 LA1453
 LA1453.The orthometric height was determined by differential leveling
 LA1453.and adjusted by the National Geodetic Survey in June 1991..
 LA1453
 LA1453.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1453.See file dsdata.txt to determine how the superseded data were derived.
 LA1453
 LA1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK011592(NAD 83)
 LA1453_MARKER: DD = SURVEY DISK
 LA1453_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LA1453_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LA1453_STAMPING: N 206 1946
 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             NGS
 LA1453
 LA1453                          STATION DESCRIPTION
 LA1453
 LA1453'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0527 ***********************************************************************
 LB0527  DESIGNATION -  N 207
 LB0527  PID         -  LB0527
 LB0527  STATE/COUNTY-  IN/CLINTON
 LB0527  USGS QUAD   -  HILLISBURG (1977)
 LB0527
 LB0527                         *CURRENT SURVEY CONTROL
 LB0527  ___________________________________________________________________
 LB0527* NAD 83(1986)-  40 16 24.     (N)    086 15 36.     (W)     SCALED    
 LB0527* NAVD 88     -       282.383  (meters)     926.45   (feet)  ADJUSTED  
 LB0527  ___________________________________________________________________
 LB0527  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 LB0527  DYNAMIC HT  -         282.229 (meters)     925.95  (feet)  COMP
 LB0527  MODELED GRAV-     980,073.2   (mgal)                       NAVD 88
 LB0527
 LB0527  VERT ORDER  -  SECOND    CLASS 0
 LB0527
 LB0527.The horizontal coordinates were scaled from a topographic map and have
 LB0527.an estimated accuracy of +/- 6 seconds.
 LB0527
 LB0527.The orthometric height was determined by differential leveling
 LB0527.and adjusted by the National Geodetic Survey in June 1991..
 LB0527
 LB0527.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0527.See file dsdata.txt to determine how the superseded data were derived.
 LB0527
 LB0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK629583(NAD 83)
 LB0527_MARKER: DB = BENCH MARK DISK
 LB0527_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0527_SP_SET: CULVERT HEADWALL
 LB0527_STAMPING: N 207 1946
 LB0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0472 ***********************************************************************
 LB0472  DESIGNATION -  N 208
 LB0472  PID         -  LB0472
 LB0472  STATE/COUNTY-  IN/TIPTON
 LB0472  USGS QUAD   -  TIPTON (1980)
 LB0472
 LB0472                         *CURRENT SURVEY CONTROL
 LB0472  ___________________________________________________________________
 LB0472* NAD 83(1986)-  40 21 43.     (N)    086 01 53.     (W)     SCALED    
 LB0472* NAVD 88     -       266.574  (meters)     874.58   (feet)  ADJUSTED  
 LB0472  ___________________________________________________________________
 LB0472  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 LB0472  DYNAMIC HT  -         266.432 (meters)     874.12  (feet)  COMP
 LB0472  MODELED GRAV-     980,088.1   (mgal)                       NAVD 88
 LB0472
 LB0472  VERT ORDER  -  SECOND    CLASS 0
 LB0472
 LB0472.The horizontal coordinates were scaled from a topographic map and have
 LB0472.an estimated accuracy of +/- 6 seconds.
 LB0472
 LB0472.The orthometric height was determined by differential leveling
 LB0472.and adjusted by the National Geodetic Survey in June 1991..
 LB0472
 LB0472.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0472.See file dsdata.txt to determine how the superseded data were derived.
 LB0472
 LB0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK822683(NAD 83)
 LB0472_MARKER: DB = BENCH MARK DISK
 LB0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0472_STAMPING: N 208 1946
 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 = OCTOBER  6, 2006
 LA1473 ***********************************************************************
 LA1473  DESIGNATION -  N 209
 LA1473  PID         -  LA1473
 LA1473  STATE/COUNTY-  IN/HAMILTON
 LA1473  USGS QUAD   -  OMEGA (1994)
 LA1473
 LA1473                         *CURRENT SURVEY CONTROL
 LA1473  ___________________________________________________________________
 LA1473* NAD 83(1986)-  40 07 36.     (N)    085 54 34.     (W)     SCALED    
 LA1473* NAVD 88     -       245.179  (meters)     804.39   (feet)  ADJUSTED  
 LA1473  ___________________________________________________________________
 LA1473  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 LA1473  DYNAMIC HT  -         245.047 (meters)     803.96  (feet)  COMP
 LA1473  MODELED GRAV-     980,082.4   (mgal)                       NAVD 88
 LA1473
 LA1473  VERT ORDER  -  SECOND    CLASS 0
 LA1473
 LA1473.The horizontal coordinates were scaled from a topographic map and have
 LA1473.an estimated accuracy of +/- 6 seconds.
 LA1473
 LA1473.The orthometric height was determined by differential leveling
 LA1473.and adjusted by the National Geodetic Survey in June 1991..
 LA1473
 LA1473.The geoid height was determined by GEOID03.
 LA1473
 LA1473.The dynamic height is computed by dividing the NAVD 88
 LA1473.geopotential number by the normal gravity value computed on the
 LA1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1473.degrees latitude (g = 980.6199 gals.).
 LA1473
 LA1473.The modeled gravity was interpolated from observed gravity values.
 LA1473
 LA1473;                    North         East    Units  Estimated Accuracy
 LA1473;SPC IN E     -   541,610.       79,310.      MT  (+/- 180 meters Scaled)
 LA1473
 LA1473                          SUPERSEDED SURVEY CONTROL
 LA1473
 LA1473  NGVD 29 (??/??/92)  245.309  (m)          804.82   (f) ADJ UNCH    2 0
 LA1473
 LA1473.Superseded values are not recommended for survey control.
 LA1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1473.See file dsdata.txt to determine how the superseded data were derived.
 LA1473
 LA1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK929423(NAD 83)
 LA1473_MARKER: DB = BENCH MARK DISK
 LA1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1473_STAMPING: N 209 1946
 LA1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1473+STABILITY: SURFACE MOTION
 LA1473
 LA1473  HISTORY     - Date     Condition        Report By
 LA1473  HISTORY     - 1946     MONUMENTED       CGS
 LA1473
 LA1473                          STATION DESCRIPTION
 LA1473
 LA1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1473'2 MI E FROM STRAWTOWN.
 LA1473'ABOUT 2.0 MILES EAST ALONG A GRAVEL COUNTY ROAD FROM ITS
 LA1473'JUNCTION WITH STATE HIGHWAY 37 AT STRAWTOWN, ABOUT 0.45 MILE WEST
 LA1473'OF THE JUNCTION OF A GRAVEL ROAD LEADING SOUTH, 121 FEET
 LA1473'SOUTHWEST AND ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF THE
 LA1473'HOME OF GEORGE H. EAKIN, 20 FEET SOUTH OF THE CENTER LINE OF THE
 LA1473'ROAD, 26 FEET WEST OF THE EXTENDED CENTER LINE OF THE DRIVE WAY,
 LA1473'4.5 FEET EAST OF A TELEPHONE POLE AND IN LINE WITH THE ROW OF
 LA1473'POLES, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 LA1473'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0765 ***********************************************************************
 MD0765  DESIGNATION -  N 21
 MD0765  PID         -  MD0765
 MD0765  STATE/COUNTY-  IN/DE KALB
 MD0765  USGS QUAD   -  WATERLOO (1979)
 MD0765
 MD0765                         *CURRENT SURVEY CONTROL
 MD0765  ___________________________________________________________________
 MD0765* NAD 83(1986)-  41 25 58.     (N)    085 03 42.     (W)     SCALED    
 MD0765* NAVD 88     -       282.938  (meters)     928.27   (feet)  ADJUSTED  
 MD0765  ___________________________________________________________________
 MD0765  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 MD0765  DYNAMIC HT  -         282.827 (meters)     927.91  (feet)  COMP
 MD0765  MODELED GRAV-     980,222.2   (mgal)                       NAVD 88
 MD0765
 MD0765  VERT ORDER  -  SECOND    CLASS 0
 MD0765
 MD0765.The horizontal coordinates were scaled from a topographic map and have
 MD0765.an estimated accuracy of +/- 6 seconds.
 MD0765
 MD0765.The orthometric height was determined by differential leveling
 MD0765.and adjusted by the National Geodetic Survey in June 1991..
 MD0765
 MD0765.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0765.See file dsdata.txt to determine how the superseded data were derived.
 MD0765
 MD0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL619886(NAD 83)
 MD0765_MARKER: DB = BENCH MARK DISK
 MD0765_SETTING: 0 = UNSPECIFIED SETTING
 MD0765_STAMPING: N 21 1934
 MD0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0765
 MD0765  HISTORY     - Date     Condition        Report By
 MD0765  HISTORY     - 1934     MONUMENTED       CGS
 MD0765  HISTORY     - 1963     GOOD             NGS
 MD0765
 MD0765                          STATION DESCRIPTION
 MD0765
 MD0765'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0494 ***********************************************************************
 LB0494  DESIGNATION -  N 210
 LB0494  PID         -  LB0494
 LB0494  STATE/COUNTY-  IN/TIPTON
 LB0494  USGS QUAD   -  KEMPTON (1980)
 LB0494
 LB0494                         *CURRENT SURVEY CONTROL
 LB0494  ___________________________________________________________________
 LB0494* NAD 83(1986)-  40 16 25.     (N)    086 13 55.     (W)     SCALED    
 LB0494* NAVD 88     -       282.241  (meters)     925.99   (feet)  ADJUSTED  
 LB0494  ___________________________________________________________________
 LB0494  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 LB0494  DYNAMIC HT  -         282.087 (meters)     925.48  (feet)  COMP
 LB0494  MODELED GRAV-     980,072.1   (mgal)                       NAVD 88
 LB0494
 LB0494  VERT ORDER  -  SECOND    CLASS 0
 LB0494
 LB0494.The horizontal coordinates were scaled from a topographic map and have
 LB0494.an estimated accuracy of +/- 6 seconds.
 LB0494
 LB0494.The orthometric height was determined by differential leveling
 LB0494.and adjusted by the National Geodetic Survey in June 1991..
 LB0494
 LB0494.The geoid height was determined by GEOID03.
 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     -   558,050.       51,920.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0494.See file dsdata.txt to determine how the superseded data were derived.
 LB0494
 LB0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK652584(NAD 83)
 LB0494_MARKER: DB = BENCH MARK DISK
 LB0494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0494_SP_SET: PIPE CULVERT HEADWALL
 LB0494_STAMPING: N 210 1946
 LB0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0353 ***********************************************************************
 LB0353  DESIGNATION -  N 211 RESET 1961
 LB0353  PID         -  LB0353
 LB0353  STATE/COUNTY-  IN/TIPTON
 LB0353  USGS QUAD   -  KEMPTON (1980)
 LB0353
 LB0353                         *CURRENT SURVEY CONTROL
 LB0353  ___________________________________________________________________
 LB0353* NAD 83(1986)-  40 21 16.     (N)    086 07 36.     (W)     SCALED    
 LB0353* NAVD 88     -       271.05   (meters)     889.3    (feet)  RESET     
 LB0353  ___________________________________________________________________
 LB0353  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LB0353
 LB0353  VERT ORDER  -  THIRD
 LB0353
 LB0353.The horizontal coordinates were scaled from a topographic map and have
 LB0353.an estimated accuracy of +/- 6 seconds.
 LB0353
 LB0353.The orthometric height was computed from unverified reset data.
 LB0353
 LB0353.The geoid height was determined by GEOID03.
 LB0353
 LB0353;                    North         East    Units  Estimated Accuracy
 LB0353;SPC IN E     -   566,980.       60,920.      MT  (+/- 180 meters Scaled)
 LB0353
 LB0353                          SUPERSEDED SURVEY CONTROL
 LB0353
 LB0353.No superseded survey control is available for this station.
 LB0353
 LB0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK741674(NAD 83)
 LB0353_MARKER: DB = BENCH MARK DISK
 LB0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0353_STAMPING: N 211 RESET 1961
 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 = OCTOBER  6, 2006
 LA1819 ***********************************************************************
 LA1819  DESIGNATION -  N 212
 LA1819  PID         -  LA1819
 LA1819  STATE/COUNTY-  IN/WABASH
 LA1819  USGS QUAD   -  SOMERSET (1994)
 LA1819
 LA1819                         *CURRENT SURVEY CONTROL
 LA1819  ___________________________________________________________________
 LA1819* NAD 83(1986)-  40 44 20.     (N)    085 46 14.     (W)     SCALED    
 LA1819* NAVD 88     -       242.086  (meters)     794.24   (feet)  ADJUSTED  
 LA1819  ___________________________________________________________________
 LA1819  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 LA1819  DYNAMIC HT  -         241.968 (meters)     793.86  (feet)  COMP
 LA1819  MODELED GRAV-     980,134.6   (mgal)                       NAVD 88
 LA1819
 LA1819  VERT ORDER  -  SECOND    CLASS 0
 LA1819
 LA1819.The horizontal coordinates were scaled from a topographic map and have
 LA1819.an estimated accuracy of +/- 6 seconds.
 LA1819
 LA1819.The orthometric height was determined by differential leveling
 LA1819.and adjusted by the National Geodetic Survey in June 1991..
 LA1819
 LA1819.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1819.See file dsdata.txt to determine how the superseded data were derived.
 LA1819
 LA1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL038104(NAD 83)
 LA1819_MARKER: DB = BENCH MARK DISK
 LA1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1819_STAMPING: N 212 1947
 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 = OCTOBER  6, 2006
 LA0982 ***********************************************************************
 LA0982  DESIGNATION -  N 213
 LA0982  PID         -  LA0982
 LA0982  STATE/COUNTY-  IN/WELLS
 LA0982  USGS QUAD   -  LIBERTY CENTER (1962)
 LA0982
 LA0982                         *CURRENT SURVEY CONTROL
 LA0982  ___________________________________________________________________
 LA0982* NAD 83(1986)-  40 44 30.     (N)    085 18 38.     (W)     SCALED    
 LA0982* NAVD 88     -       251.972  (meters)     826.68   (feet)  ADJUSTED  
 LA0982  ___________________________________________________________________
 LA0982  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 LA0982  DYNAMIC HT  -         251.850 (meters)     826.28  (feet)  COMP
 LA0982  MODELED GRAV-     980,133.7   (mgal)                       NAVD 88
 LA0982
 LA0982  VERT ORDER  -  SECOND    CLASS 0
 LA0982
 LA0982.The horizontal coordinates were scaled from a topographic map and have
 LA0982.an estimated accuracy of +/- 6 seconds.
 LA0982
 LA0982.The orthometric height was determined by differential leveling
 LA0982.and adjusted by the National Geodetic Survey in June 1991..
 LA0982
 LA0982.The geoid height was determined by GEOID03.
 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     -   609,930.      130,080.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0982.See file dsdata.txt to determine how the superseded data were derived.
 LA0982
 LA0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL426114(NAD 83)
 LA0982_MARKER: DB = BENCH MARK DISK
 LA0982_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0982_SP_SET: BRIDGE
 LA0982_STAMPING: N 213 1947
 LA0982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0982
 LA0982  HISTORY     - Date     Condition        Report By
 LA0982  HISTORY     - 1947     MONUMENTED       CGS
 LA0982  HISTORY     - 1968     GOOD             NGS
 LA0982
 LA0982                          STATION DESCRIPTION
 LA0982
 LA0982'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0914 ***********************************************************************
 LA0914  DESIGNATION -  N 214
 LA0914  PID         -  LA0914
 LA0914  STATE/COUNTY-  IN/WELLS
 LA0914  USGS QUAD   -  LIBERTY CENTER (1962)
 LA0914
 LA0914                         *CURRENT SURVEY CONTROL
 LA0914  ___________________________________________________________________
 LA0914* NAD 83(1986)-  40 37 30.     (N)    085 22 19.     (W)     SCALED    
 LA0914* NAVD 88     -       259.343  (meters)     850.86   (feet)  ADJUSTED  
 LA0914  ___________________________________________________________________
 LA0914  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 LA0914  DYNAMIC HT  -         259.213 (meters)     850.43  (feet)  COMP
 LA0914  MODELED GRAV-     980,117.2   (mgal)                       NAVD 88
 LA0914
 LA0914  VERT ORDER  -  SECOND    CLASS 0
 LA0914
 LA0914.The horizontal coordinates were scaled from a topographic map and have
 LA0914.an estimated accuracy of +/- 6 seconds.
 LA0914
 LA0914.The orthometric height was determined by differential leveling
 LA0914.and adjusted by the National Geodetic Survey in June 1991..
 LA0914
 LA0914.The geoid height was determined by GEOID03.
 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     -   596,960.      124,940.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0914.See file dsdata.txt to determine how the superseded data were derived.
 LA0914
 LA0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK376984(NAD 83)
 LA0914_MARKER: DB = BENCH MARK DISK
 LA0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0914_STAMPING: N 214 1947
 LA0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0914+STABILITY: SURFACE MOTION
 LA0914
 LA0914  HISTORY     - Date     Condition        Report By
 LA0914  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0934 ***********************************************************************
 LA0934  DESIGNATION -  N 215
 LA0934  PID         -  LA0934
 LA0934  STATE/COUNTY-  IN/BLACKFORD
 LA0934  USGS QUAD   -  MONTPELIER (1962)
 LA0934
 LA0934                         *CURRENT SURVEY CONTROL
 LA0934  ___________________________________________________________________
 LA0934* NAD 83(1986)-  40 33 06.     (N)    085 16 41.     (W)     SCALED    
 LA0934* NAVD 88     -       265.095  (meters)     869.73   (feet)  ADJUSTED  
 LA0934  ___________________________________________________________________
 LA0934  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 LA0934  DYNAMIC HT  -         264.961 (meters)     869.29  (feet)  COMP
 LA0934  MODELED GRAV-     980,113.2   (mgal)                       NAVD 88
 LA0934
 LA0934  VERT ORDER  -  SECOND    CLASS 0
 LA0934
 LA0934.The horizontal coordinates were scaled from a topographic map and have
 LA0934.an estimated accuracy of +/- 6 seconds.
 LA0934
 LA0934.The orthometric height was determined by differential leveling
 LA0934.and adjusted by the National Geodetic Survey in June 1991..
 LA0934
 LA0934.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0934.See file dsdata.txt to determine how the superseded data were derived.
 LA0934
 LA0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK457904(NAD 83)
 LA0934_MARKER: DB = BENCH MARK DISK
 LA0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0934_STAMPING: N 215 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0953 ***********************************************************************
 LA0953  DESIGNATION -  N 216
 LA0953  PID         -  LA0953
 LA0953  STATE/COUNTY-  IN/WELLS
 LA0953  USGS QUAD   -  BLUFFTON (1988)
 LA0953
 LA0953                         *CURRENT SURVEY CONTROL
 LA0953  ___________________________________________________________________
 LA0953* NAD 83(1986)-  40 39 16.     (N)    085 13 14.     (W)     SCALED    
 LA0953* NAVD 88     -       259.455  (meters)     851.23   (feet)  ADJUSTED  
 LA0953  ___________________________________________________________________
 LA0953  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 LA0953  DYNAMIC HT  -         259.327 (meters)     850.81  (feet)  COMP
 LA0953  MODELED GRAV-     980,126.9   (mgal)                       NAVD 88
 LA0953
 LA0953  VERT ORDER  -  SECOND    CLASS 0
 LA0953
 LA0953.The horizontal coordinates were scaled from a topographic map and have
 LA0953.an estimated accuracy of +/- 6 seconds.
 LA0953
 LA0953.The orthometric height was determined by differential leveling
 LA0953.and adjusted by the National Geodetic Survey in June 1991..
 LA0953
 LA0953.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0953.See file dsdata.txt to determine how the superseded data were derived.
 LA0953
 LA0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL504019(NAD 83)
 LA0953_MARKER: DB = BENCH MARK DISK
 LA0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0953_STAMPING: N 216 1947
 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             NGS
 LA0953
 LA0953                          STATION DESCRIPTION
 LA0953
 LA0953'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1232 ***********************************************************************
 LA1232  DESIGNATION -  N 217
 LA1232  PID         -  LA1232
 LA1232  STATE/COUNTY-  IN/DELAWARE
 LA1232  USGS QUAD   -  WHEELING (1994)
 LA1232
 LA1232                         *CURRENT SURVEY CONTROL
 LA1232  ___________________________________________________________________
 LA1232* NAD 83(1986)-  40 20 08.     (N)    085 27 43.     (W)     SCALED    
 LA1232* NAVD 88     -       270.955  (meters)     888.96   (feet)  ADJUSTED  
 LA1232  ___________________________________________________________________
 LA1232  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 LA1232  DYNAMIC HT  -         270.815 (meters)     888.50  (feet)  COMP
 LA1232  MODELED GRAV-     980,102.0   (mgal)                       NAVD 88
 LA1232
 LA1232  VERT ORDER  -  SECOND    CLASS 0
 LA1232
 LA1232.The horizontal coordinates were scaled from a topographic map and have
 LA1232.an estimated accuracy of +/- 6 seconds.
 LA1232
 LA1232.The orthometric height was determined by differential leveling
 LA1232.and adjusted by the National Geodetic Survey in June 1991..
 LA1232
 LA1232.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1232.See file dsdata.txt to determine how the superseded data were derived.
 LA1232
 LA1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK306661(NAD 83)
 LA1232_MARKER: DB = BENCH MARK DISK
 LA1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1232_STAMPING: N 217 1947
 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 = OCTOBER  6, 2006
 LA1516 ***********************************************************************
 LA1516  DESIGNATION -  N 218
 LA1516  PID         -  LA1516
 LA1516  STATE/COUNTY-  IN/DELAWARE
 LA1516  USGS QUAD   -  GILMAN (1994)
 LA1516
 LA1516                         *CURRENT SURVEY CONTROL
 LA1516  ___________________________________________________________________
 LA1516* NAD 83(1986)-  40 10 44.     (N)    085 34 31.     (W)     SCALED    
 LA1516* NAVD 88     -       275.953  (meters)     905.36   (feet)  ADJUSTED  
 LA1516  ___________________________________________________________________
 LA1516  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 LA1516  DYNAMIC HT  -         275.807 (meters)     904.88  (feet)  COMP
 LA1516  MODELED GRAV-     980,089.1   (mgal)                       NAVD 88
 LA1516
 LA1516  VERT ORDER  -  SECOND    CLASS 0
 LA1516
 LA1516.The horizontal coordinates were scaled from a topographic map and have
 LA1516.an estimated accuracy of +/- 6 seconds.
 LA1516
 LA1516.The orthometric height was determined by differential leveling
 LA1516.and adjusted by the National Geodetic Survey in June 1991..
 LA1516
 LA1516.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1516.See file dsdata.txt to determine how the superseded data were derived.
 LA1516
 LA1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK212485(NAD 83)
 LA1516_MARKER: DB = BENCH MARK DISK
 LA1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1516_STAMPING: N 218 1947
 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             BUTLER
 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 AND SEUFERT INC 2005 (JRC)
 LA1516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1177 ***********************************************************************
 LA1177  DESIGNATION -  N 219
 LA1177  PID         -  LA1177
 LA1177  STATE/COUNTY-  IN/DELAWARE
 LA1177  USGS QUAD   -  REDKEY (1981)
 LA1177
 LA1177                         *CURRENT SURVEY CONTROL
 LA1177  ___________________________________________________________________
 LA1177* NAD 83(1986)-  40 17 41.     (N)    085 14 49.     (W)     SCALED    
 LA1177* NAVD 88     -       284.803  (meters)     934.39   (feet)  ADJUSTED  
 LA1177  ___________________________________________________________________
 LA1177  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 LA1177  DYNAMIC HT  -         284.654 (meters)     933.90  (feet)  COMP
 LA1177  MODELED GRAV-     980,095.5   (mgal)                       NAVD 88
 LA1177
 LA1177  VERT ORDER  -  SECOND    CLASS 0
 LA1177
 LA1177.The horizontal coordinates were scaled from a topographic map and have
 LA1177.an estimated accuracy of +/- 6 seconds.
 LA1177
 LA1177.The orthometric height was determined by differential leveling
 LA1177.and adjusted by the National Geodetic Survey in June 1991..
 LA1177
 LA1177.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1177.See file dsdata.txt to determine how the superseded data were derived.
 LA1177
 LA1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK489619(NAD 83)
 LA1177_MARKER: DB = BENCH MARK DISK
 LA1177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1177_SP_SET: BRIDGE
 LA1177_STAMPING: N 219 1947
 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 = OCTOBER  6, 2006
 LA1178 ***********************************************************************
 LA1178  DESIGNATION -  N 219 RESET 1954
 LA1178  PID         -  LA1178
 LA1178  STATE/COUNTY-  IN/DELAWARE
 LA1178  USGS QUAD   -  REDKEY (1981)
 LA1178
 LA1178                         *CURRENT SURVEY CONTROL
 LA1178  ___________________________________________________________________
 LA1178* NAD 83(1986)-  40 17 41.     (N)    085 14 49.     (W)     SCALED    
 LA1178* NAVD 88     -       285.04   (meters)     935.2    (feet)  RESET     
 LA1178  ___________________________________________________________________
 LA1178  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 LA1178
 LA1178  VERT ORDER  -  THIRD
 LA1178
 LA1178.The horizontal coordinates were scaled from a topographic map and have
 LA1178.an estimated accuracy of +/- 6 seconds.
 LA1178
 LA1178.The orthometric height was computed from unverified reset data.
 LA1178
 LA1178.The geoid height was determined by GEOID03.
 LA1178
 LA1178;                    North         East    Units  Estimated Accuracy
 LA1178;SPC IN E     -   560,330.      135,690.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1178.See file dsdata.txt to determine how the superseded data were derived.
 LA1178
 LA1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK489619(NAD 83)
 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_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 = OCTOBER  6, 2006
 MD0693 ***********************************************************************
 MD0693  DESIGNATION -  N 22
 MD0693  PID         -  MD0693
 MD0693  STATE/COUNTY-  IN/DE KALB
 MD0693  USGS QUAD   -  AUBURN (1981)
 MD0693
 MD0693                         *CURRENT SURVEY CONTROL
 MD0693  ___________________________________________________________________
 MD0693* NAD 83(1986)-  41 21 08.     (N)    085 04 26.     (W)     SCALED    
 MD0693* NAVD 88     -       264.079  (meters)     866.40   (feet)  ADJUSTED  
 MD0693  ___________________________________________________________________
 MD0693  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 MD0693  DYNAMIC HT  -         263.973 (meters)     866.05  (feet)  COMP
 MD0693  MODELED GRAV-     980,212.5   (mgal)                       NAVD 88
 MD0693
 MD0693  VERT ORDER  -  SECOND    CLASS 0
 MD0693
 MD0693.The horizontal coordinates were scaled from a topographic map and have
 MD0693.an estimated accuracy of +/- 6 seconds.
 MD0693
 MD0693.The orthometric height was determined by differential leveling
 MD0693.and adjusted by the National Geodetic Survey in June 1991..
 MD0693.WARNING-Repeat measurements at this control monument indicate possible
 MD0693.vertical movement.
 MD0693
 MD0693.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0693.See file dsdata.txt to determine how the superseded data were derived.
 MD0693
 MD0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL611796(NAD 83)
 MD0693_MARKER: DB = BENCH MARK DISK
 MD0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0693_STAMPING: N 22 1961
 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 = OCTOBER  6, 2006
 LA1252 ***********************************************************************
 LA1252  DESIGNATION -  N 220
 LA1252  PID         -  LA1252
 LA1252  STATE/COUNTY-  IN/DELAWARE
 LA1252  USGS QUAD   -  EATON (1981)
 LA1252
 LA1252                         *CURRENT SURVEY CONTROL
 LA1252  ___________________________________________________________________
 LA1252* NAD 83(1986)-  40 20 30.     (N)    085 17 10.     (W)     SCALED    
 LA1252* NAVD 88     -       287.852  (meters)     944.39   (feet)  ADJUSTED  
 LA1252  ___________________________________________________________________
 LA1252  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 LA1252  DYNAMIC HT  -         287.703 (meters)     943.91  (feet)  COMP
 LA1252  MODELED GRAV-     980,100.6   (mgal)                       NAVD 88
 LA1252
 LA1252  VERT ORDER  -  SECOND    CLASS 0
 LA1252
 LA1252.The horizontal coordinates were scaled from a topographic map and have
 LA1252.an estimated accuracy of +/- 6 seconds.
 LA1252
 LA1252.The orthometric height was determined by differential leveling
 LA1252.and adjusted by the National Geodetic Survey in June 1991..
 LA1252
 LA1252.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1252.See file dsdata.txt to determine how the superseded data were derived.
 LA1252
 LA1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK455670(NAD 83)
 LA1252_MARKER: DB = BENCH MARK DISK
 LA1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1252_STAMPING: N 220 1947
 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 = OCTOBER  6, 2006
 MD0555 ***********************************************************************
 MD0555  DESIGNATION -  N 221
 MD0555  PID         -  MD0555
 MD0555  STATE/COUNTY-  IN/ALLEN
 MD0555  USGS QUAD   -  MAPLES (1992)
 MD0555
 MD0555                         *CURRENT SURVEY CONTROL
 MD0555  ___________________________________________________________________
 MD0555* NAD 83(1986)-  41 00 22.     (N)    084 58 12.     (W)     SCALED    
 MD0555* NAVD 88     -       244.599  (meters)     802.49   (feet)  ADJUSTED  
 MD0555  ___________________________________________________________________
 MD0555  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 MD0555  DYNAMIC HT  -         244.498 (meters)     802.16  (feet)  COMP
 MD0555  MODELED GRAV-     980,203.7   (mgal)                       NAVD 88
 MD0555
 MD0555  VERT ORDER  -  SECOND    CLASS 0
 MD0555
 MD0555.The horizontal coordinates were scaled from a topographic map and have
 MD0555.an estimated accuracy of +/- 6 seconds.
 MD0555
 MD0555.The orthometric height was determined by differential leveling
 MD0555.and adjusted by the National Geodetic Survey in June 1991..
 MD0555
 MD0555.The geoid height was determined by GEOID03.
 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     -   639,470.      158,610.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0555.See file dsdata.txt to determine how the superseded data were derived.
 MD0555
 MD0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL707414(NAD 83)
 MD0555_MARKER: DB = BENCH MARK DISK
 MD0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0555_STAMPING: N-221-1947
 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 = OCTOBER  6, 2006
 MD0558 ***********************************************************************
 MD0558  DESIGNATION -  N 222
 MD0558  PID         -  MD0558
 MD0558  STATE/COUNTY-  IN/ALLEN
 MD0558  USGS QUAD   -  WOODBURN SOUTH (1992)
 MD0558
 MD0558                         *CURRENT SURVEY CONTROL
 MD0558  ___________________________________________________________________
 MD0558* NAD 83(1986)-  41 00 29.     (N)    084 51 48.     (W)     SCALED    
 MD0558* NAVD 88     -       236.045  (meters)     774.42   (feet)  ADJUSTED  
 MD0558  ___________________________________________________________________
 MD0558  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 MD0558  DYNAMIC HT  -         235.947 (meters)     774.10  (feet)  COMP
 MD0558  MODELED GRAV-     980,202.2   (mgal)                       NAVD 88
 MD0558
 MD0558  VERT ORDER  -  SECOND    CLASS 0
 MD0558
 MD0558.The horizontal coordinates were scaled from a topographic map and have
 MD0558.an estimated accuracy of +/- 6 seconds.
 MD0558
 MD0558.The orthometric height was determined by differential leveling
 MD0558.and adjusted by the National Geodetic Survey in June 1991..
 MD0558
 MD0558.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0558.See file dsdata.txt to determine how the superseded data were derived.
 MD0558
 MD0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL796418(NAD 83)
 MD0558_MARKER: DB = BENCH MARK DISK
 MD0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0558_STAMPING: N 222 1947
 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             NGS
 MD0558
 MD0558                          STATION DESCRIPTION
 MD0558
 MD0558'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0847 ***********************************************************************
 LA0847  DESIGNATION -  N 224
 LA0847  PID         -  LA0847
 LA0847  STATE/COUNTY-  IN/ADAMS
 LA0847  USGS QUAD   -  LINN GROVE (1994)
 LA0847
 LA0847                         *CURRENT SURVEY CONTROL
 LA0847  ___________________________________________________________________
 LA0847* NAD 83(1986)-  40 44 37.     (N)    085 01 58.     (W)     SCALED    
 LA0847* NAVD 88     -       258.524  (meters)     848.17   (feet)  ADJUSTED  
 LA0847  ___________________________________________________________________
 LA0847  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 LA0847  DYNAMIC HT  -         258.404 (meters)     847.78  (feet)  COMP
 LA0847  MODELED GRAV-     980,151.4   (mgal)                       NAVD 88
 LA0847
 LA0847  VERT ORDER  -  SECOND    CLASS 0
 LA0847
 LA0847.The horizontal coordinates were scaled from a topographic map and have
 LA0847.an estimated accuracy of +/- 6 seconds.
 LA0847
 LA0847.The orthometric height was determined by differential leveling
 LA0847.and adjusted by the National Geodetic Survey in June 1991..
 LA0847
 LA0847.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0847.See file dsdata.txt to determine how the superseded data were derived.
 LA0847
 LA0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL660121(NAD 83)
 LA0847_MARKER: DB = BENCH MARK DISK
 LA0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0847_STAMPING: N 224 1947
 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 = OCTOBER  6, 2006
 LA0566 ***********************************************************************
 LA0566  DESIGNATION -  N 225
 LA0566  PID         -  LA0566
 LA0566  STATE/COUNTY-  IN/ADAMS
 LA0566  USGS QUAD   -  BERNE (1994)
 LA0566
 LA0566                         *CURRENT SURVEY CONTROL
 LA0566  ___________________________________________________________________
 LA0566* NAD 83(1986)-  40 39 25.     (N)    084 58 30.     (W)     SCALED    
 LA0566* NAVD 88     -       263.457  (meters)     864.36   (feet)  ADJUSTED  
 LA0566  ___________________________________________________________________
 LA0566  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 LA0566  DYNAMIC HT  -         263.333 (meters)     863.95  (feet)  COMP
 LA0566  MODELED GRAV-     980,146.7   (mgal)                       NAVD 88
 LA0566
 LA0566  VERT ORDER  -  SECOND    CLASS 0
 LA0566
 LA0566.The horizontal coordinates were scaled from a topographic map and have
 LA0566.an estimated accuracy of +/- 6 seconds.
 LA0566
 LA0566.The orthometric height was determined by differential leveling
 LA0566.and adjusted by the National Geodetic Survey in June 1991..
 LA0566
 LA0566.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0566.See file dsdata.txt to determine how the superseded data were derived.
 LA0566
 LA0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL711026(NAD 83)
 LA0566_MARKER: DB = BENCH MARK DISK
 LA0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0566_STAMPING: N 225 1947
 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 = OCTOBER  6, 2006
 LA0824 ***********************************************************************
 LA0824  DESIGNATION -  N 227
 LA0824  PID         -  LA0824
 LA0824  STATE/COUNTY-  IN/JAY
 LA0824  USGS QUAD   -  PETROLEUM (1962)
 LA0824
 LA0824                         *CURRENT SURVEY CONTROL
 LA0824  ___________________________________________________________________
 LA0824* NAD 83(1986)-  40 33 09.     (N)    085 08 29.     (W)     SCALED    
 LA0824* NAVD 88     -       274.452  (meters)     900.43   (feet)  ADJUSTED  
 LA0824  ___________________________________________________________________
 LA0824  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 LA0824  DYNAMIC HT  -         274.316 (meters)     899.99  (feet)  COMP
 LA0824  MODELED GRAV-     980,121.5   (mgal)                       NAVD 88
 LA0824
 LA0824  VERT ORDER  -  SECOND    CLASS 0
 LA0824
 LA0824.The horizontal coordinates were scaled from a topographic map and have
 LA0824.an estimated accuracy of +/- 6 seconds.
 LA0824
 LA0824.The orthometric height was determined by differential leveling
 LA0824.and adjusted by the National Geodetic Survey in June 1991..
 LA0824
 LA0824.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0824.See file dsdata.txt to determine how the superseded data were derived.
 LA0824
 LA0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK573907(NAD 83)
 LA0824_MARKER: DB = BENCH MARK DISK
 LA0824_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0824_SP_SET: CULVERT
 LA0824_STAMPING: N 227 1947
 LA0824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1168 ***********************************************************************
 JZ1168  DESIGNATION -  N 228
 JZ1168  PID         -  JZ1168
 JZ1168  STATE/COUNTY-  IN/WAYNE
 JZ1168  USGS QUAD   -  WHITEWATER (1960)
 JZ1168
 JZ1168                         *CURRENT SURVEY CONTROL
 JZ1168  ___________________________________________________________________
 JZ1168* NAD 83(1986)-  39 59 26.     (N)    084 49 47.     (W)     SCALED    
 JZ1168* NAVD 88     -       369.123  (meters)    1211.03   (feet)  ADJUSTED  
 JZ1168  ___________________________________________________________________
 JZ1168  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 JZ1168  DYNAMIC HT  -         368.912 (meters)    1210.34  (feet)  COMP
 JZ1168  MODELED GRAV-     980,042.8   (mgal)                       NAVD 88
 JZ1168
 JZ1168  VERT ORDER  -  SECOND    CLASS 0
 JZ1168
 JZ1168.The horizontal coordinates were scaled from a topographic map and have
 JZ1168.an estimated accuracy of +/- 6 seconds.
 JZ1168
 JZ1168.The orthometric height was determined by differential leveling
 JZ1168.and adjusted by the National Geodetic Survey in June 1991..
 JZ1168
 JZ1168.The geoid height was determined by GEOID03.
 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     -   526,810.      171,480.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1168.See file dsdata.txt to determine how the superseded data were derived.
 JZ1168
 JZ1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK852289(NAD 83)
 JZ1168_MARKER: DB = BENCH MARK DISK
 JZ1168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1168_SP_SET: CULVERT
 JZ1168_STAMPING: N 228 1947
 JZ1168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1148 ***********************************************************************
 JZ1148  DESIGNATION -  N 229
 JZ1148  PID         -  JZ1148
 JZ1148  STATE/COUNTY-  IN/WAYNE
 JZ1148  USGS QUAD   -  FOUNTAIN CITY (1960)
 JZ1148
 JZ1148                         *CURRENT SURVEY CONTROL
 JZ1148  ___________________________________________________________________
 JZ1148* NAD 83(1986)-  39 58 20.     (N)    084 59 49.     (W)     SCALED    
 JZ1148* NAVD 88     -       330.982  (meters)    1085.90   (feet)  ADJUSTED  
 JZ1148  ___________________________________________________________________
 JZ1148  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JZ1148  DYNAMIC HT  -         330.795 (meters)    1085.28  (feet)  COMP
 JZ1148  MODELED GRAV-     980,052.5   (mgal)                       NAVD 88
 JZ1148
 JZ1148  VERT ORDER  -  SECOND    CLASS 0
 JZ1148
 JZ1148.The horizontal coordinates were scaled from a topographic map and have
 JZ1148.an estimated accuracy of +/- 6 seconds.
 JZ1148
 JZ1148.The orthometric height was determined by differential leveling
 JZ1148.and adjusted by the National Geodetic Survey in June 1991..
 JZ1148
 JZ1148.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1148.See file dsdata.txt to determine how the superseded data were derived.
 JZ1148
 JZ1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK710265(NAD 83)
 JZ1148_MARKER: DB = BENCH MARK DISK
 JZ1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1148_STAMPING: N 229 1947
 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 = OCTOBER  6, 2006
 ME0124 ***********************************************************************
 ME0124  DESIGNATION -  N 23
 ME0124  PID         -  ME0124
 ME0124  STATE/COUNTY-  IN/ST JOSEPH
 ME0124  USGS QUAD   -  NORTH LIBERTY (1980)
 ME0124
 ME0124                         *CURRENT SURVEY CONTROL
 ME0124  ___________________________________________________________________
 ME0124* NAD 83(1986)-  41 34 53.     (N)    086 23 17.     (W)     SCALED    
 ME0124* NAVD 88     -       225.621  (meters)     740.22   (feet)  ADJUSTED  
 ME0124  ___________________________________________________________________
 ME0124  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0124  DYNAMIC HT  -         225.532 (meters)     739.93  (feet)  COMP
 ME0124  MODELED GRAV-     980,222.1   (mgal)                       NAVD 88
 ME0124
 ME0124  VERT ORDER  -  SECOND    CLASS 0
 ME0124
 ME0124.The horizontal coordinates were scaled from a topographic map and have
 ME0124.an estimated accuracy of +/- 6 seconds.
 ME0124
 ME0124.The orthometric height was determined by differential leveling
 ME0124.and adjusted by the National Geodetic Survey in June 1991..
 ME0124
 ME0124.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0124.See file dsdata.txt to determine how the superseded data were derived.
 ME0124
 ME0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM510034(NAD 83)
 ME0124_MARKER: DB = BENCH MARK DISK
 ME0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0124_STAMPING: N 23 1934
 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 = OCTOBER  6, 2006
 JZ1156 ***********************************************************************
 JZ1156  DESIGNATION -  N 230
 JZ1156  PID         -  JZ1156
 JZ1156  STATE/COUNTY-  IN/WAYNE
 JZ1156  USGS QUAD   -  FOUNTAIN CITY (1960)
 JZ1156
 JZ1156                         *CURRENT SURVEY CONTROL
 JZ1156  ___________________________________________________________________
 JZ1156* NAD 83(1986)-  39 57 16.     (N)    084 58 36.     (W)     SCALED    
 JZ1156* NAVD 88     -       338.747  (meters)    1111.37   (feet)  ADJUSTED  
 JZ1156  ___________________________________________________________________
 JZ1156  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JZ1156  DYNAMIC HT  -         338.555 (meters)    1110.74  (feet)  COMP
 JZ1156  MODELED GRAV-     980,050.0   (mgal)                       NAVD 88
 JZ1156
 JZ1156  VERT ORDER  -  SECOND    CLASS 0
 JZ1156
 JZ1156.The horizontal coordinates were scaled from a topographic map and have
 JZ1156.an estimated accuracy of +/- 6 seconds.
 JZ1156
 JZ1156.The orthometric height was determined by differential leveling
 JZ1156.and adjusted by the National Geodetic Survey in June 1991..
 JZ1156
 JZ1156.The geoid height was determined by GEOID03.
 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     -   522,690.      158,960.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1156.See file dsdata.txt to determine how the superseded data were derived.
 JZ1156
 JZ1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK728246(NAD 83)
 JZ1156_MARKER: DB = BENCH MARK DISK
 JZ1156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1156_SP_SET: CULVERT
 JZ1156_STAMPING: N 230 1947
 JZ1156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1064 ***********************************************************************
 LA1064  DESIGNATION -  N 231
 LA1064  PID         -  LA1064
 LA1064  STATE/COUNTY-  IN/JAY
 LA1064  USGS QUAD   -  RIDGEVILLE (1994)
 LA1064
 LA1064                         *CURRENT SURVEY CONTROL
 LA1064  ___________________________________________________________________
 LA1064* NAD 83(1986)-  40 19 21.     (N)    085 04 29.     (W)     SCALED    
 LA1064* NAVD 88     -       299.701  (meters)     983.27   (feet)  ADJUSTED  
 LA1064  ___________________________________________________________________
 LA1064  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 LA1064  DYNAMIC HT  -         299.547 (meters)     982.76  (feet)  COMP
 LA1064  MODELED GRAV-     980,102.1   (mgal)                       NAVD 88
 LA1064
 LA1064  VERT ORDER  -  SECOND    CLASS 0
 LA1064
 LA1064.The horizontal coordinates were scaled from a topographic map and have
 LA1064.an estimated accuracy of +/- 6 seconds.
 LA1064
 LA1064.The orthometric height was determined by differential leveling
 LA1064.and adjusted by the National Geodetic Survey in June 1991..
 LA1064
 LA1064.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1064.See file dsdata.txt to determine how the superseded data were derived.
 LA1064
 LA1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK635653(NAD 83)
 LA1064_MARKER: DB = BENCH MARK DISK
 LA1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1064_STAMPING: N 231 1947
 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 = OCTOBER  6, 2006
 LA0403 ***********************************************************************
 LA0403  DESIGNATION -  N 232
 LA0403  PID         -  LA0403
 LA0403  STATE/COUNTY-  IN/RANDOLPH
 LA0403  USGS QUAD   -  DEERFIELD (1992)
 LA0403
 LA0403                         *CURRENT SURVEY CONTROL
 LA0403  ___________________________________________________________________
 LA0403* NAD 83(1986)-  40 15 04.     (N)    084 58 35.     (W)     SCALED    
 LA0403* NAVD 88     -       315.186  (meters)    1034.07   (feet)  ADJUSTED  
 LA0403  ___________________________________________________________________
 LA0403  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 LA0403  DYNAMIC HT  -         315.022 (meters)    1033.53  (feet)  COMP
 LA0403  MODELED GRAV-     980,095.8   (mgal)                       NAVD 88
 LA0403
 LA0403  VERT ORDER  -  SECOND    CLASS 0
 LA0403
 LA0403.The horizontal coordinates were scaled from a topographic map and have
 LA0403.an estimated accuracy of +/- 6 seconds.
 LA0403
 LA0403.The orthometric height was determined by differential leveling
 LA0403.and adjusted by the National Geodetic Survey in June 1991..
 LA0403
 LA0403.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0403.See file dsdata.txt to determine how the superseded data were derived.
 LA0403
 LA0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK721575(NAD 83)
 LA0403_MARKER: DB = BENCH MARK DISK
 LA0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0403_STAMPING: N 232 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0404 ***********************************************************************
 LA0404  DESIGNATION -  N 232 RESET 1965
 LA0404  PID         -  LA0404
 LA0404  STATE/COUNTY-  IN/RANDOLPH
 LA0404  USGS QUAD   -  DEERFIELD (1992)
 LA0404
 LA0404                         *CURRENT SURVEY CONTROL
 LA0404  ___________________________________________________________________
 LA0404* NAD 83(1986)-  40 15 04.     (N)    084 58 35.     (W)     SCALED    
 LA0404* NAVD 88     -       314.78   (meters)    1032.7    (feet)  RESET     
 LA0404  ___________________________________________________________________
 LA0404  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 LA0404
 LA0404  VERT ORDER  -  THIRD
 LA0404
 LA0404.The horizontal coordinates were scaled from a topographic map and have
 LA0404.an estimated accuracy of +/- 6 seconds.
 LA0404
 LA0404.The orthometric height was computed from unverified reset data.
 LA0404
 LA0404.The geoid height was determined by GEOID03.
 LA0404
 LA0404;                    North         East    Units  Estimated Accuracy
 LA0404;SPC IN E     -   555,630.      158,730.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0404.See file dsdata.txt to determine how the superseded data were derived.
 LA0404
 LA0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK721575(NAD 83)
 LA0404_MARKER: DD = SURVEY DISK
 LA0404_SETTING: 0 = UNSPECIFIED SETTING
 LA0404_STAMPING: N 232 RESET 1965
 LA0404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0404
 LA0404  HISTORY     - Date     Condition        Report By
 LA0404  HISTORY     - 1965     MONUMENTED       INHD
 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.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0958 ***********************************************************************
 ME0958  DESIGNATION -  N 233
 ME0958  PID         -  ME0958
 ME0958  STATE/COUNTY-  IN/LAKE
 ME0958  USGS QUAD   -  HIGHLAND (1991)
 ME0958
 ME0958                         *CURRENT SURVEY CONTROL
 ME0958  ___________________________________________________________________
 ME0958* NAD 83(1986)-  41 36 53.     (N)    087 29 55.     (W)     SCALED    
 ME0958* NAVD 88     -       180.541  (meters)     592.32   (feet)  ADJUSTED  
 ME0958  ___________________________________________________________________
 ME0958  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 ME0958  DYNAMIC HT  -         180.475 (meters)     592.11  (feet)  COMP
 ME0958  MODELED GRAV-     980,252.3   (mgal)                       NAVD 88
 ME0958
 ME0958  VERT ORDER  -  FIRST     CLASS II
 ME0958
 ME0958.The horizontal coordinates were scaled from a topographic map and have
 ME0958.an estimated accuracy of +/- 6 seconds.
 ME0958
 ME0958.The orthometric height was determined by differential leveling
 ME0958.and adjusted by the National Geodetic Survey in June 1991..
 ME0958
 ME0958.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0958.See file dsdata.txt to determine how the superseded data were derived.
 ME0958
 ME0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM584071(NAD 83)
 ME0958_MARKER: DB = BENCH MARK DISK
 ME0958_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0958_SP_SET: BUILDING
 ME0958_STAMPING: N 233 1947
 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 = OCTOBER  6, 2006
 LA1280 ***********************************************************************
 LA1280  DESIGNATION -  N 234
 LA1280  PID         -  LA1280
 LA1280  STATE/COUNTY-  IN/MADISON
 LA1280  USGS QUAD   -  ANDERSON SOUTH (1994)
 LA1280
 LA1280                         *CURRENT SURVEY CONTROL
 LA1280  ___________________________________________________________________
 LA1280* NAD 83(1986)-  40 05 59.     (N)    085 41 22.     (W)     SCALED    
 LA1280* NAVD 88     -       264.783  (meters)     868.71   (feet)  ADJUSTED  
 LA1280  ___________________________________________________________________
 LA1280  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 LA1280  DYNAMIC HT  -         264.639 (meters)     868.24  (feet)  COMP
 LA1280  MODELED GRAV-     980,077.4   (mgal)                       NAVD 88
 LA1280
 LA1280  VERT ORDER  -  FIRST     CLASS II
 LA1280
 LA1280.The horizontal coordinates were scaled from a topographic map and have
 LA1280.an estimated accuracy of +/- 6 seconds.
 LA1280
 LA1280.The orthometric height was determined by differential leveling
 LA1280.and adjusted by the National Geodetic Survey in June 1991..
 LA1280
 LA1280.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1280.See file dsdata.txt to determine how the superseded data were derived.
 LA1280
 LA1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK117396(NAD 83)
 LA1280_MARKER: DB = BENCH MARK DISK
 LA1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1280_STAMPING: N 234 1947
 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 = OCTOBER  6, 2006
 KA0292 ***********************************************************************
 KA0292  DESIGNATION -  N 235
 KA0292  PID         -  KA0292
 KA0292  STATE/COUNTY-  IN/MARION
 KA0292  USGS QUAD   -  INDIANAPOLIS EAST (1980)
 KA0292
 KA0292                         *CURRENT SURVEY CONTROL
 KA0292  ___________________________________________________________________
 KA0292* NAD 83(1986)-  39 50 59.     (N)    086 00 37.     (W)     SCALED    
 KA0292* NAVD 88     -       265.359  (meters)     870.60   (feet)  ADJUSTED  
 KA0292  ___________________________________________________________________
 KA0292  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KA0292  DYNAMIC HT  -         265.210 (meters)     870.11  (feet)  COMP
 KA0292  MODELED GRAV-     980,058.6   (mgal)                       NAVD 88
 KA0292
 KA0292  VERT ORDER  -  FIRST     CLASS II
 KA0292
 KA0292.The horizontal coordinates were scaled from a topographic map and have
 KA0292.an estimated accuracy of +/- 6 seconds.
 KA0292
 KA0292.The orthometric height was determined by differential leveling
 KA0292.and adjusted by the National Geodetic Survey in June 1991..
 KA0292
 KA0292.The geoid height was determined by GEOID03.
 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     -   510,890.       70,590.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0292.See file dsdata.txt to determine how the superseded data were derived.
 KA0292
 KA0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK846115(NAD 83)
 KA0292_MARKER: DB = BENCH MARK DISK
 KA0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0292_STAMPING: N 235 1947
 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 - May 07, 2001
 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
 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' 
 KA0292' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2318 ***********************************************************************
 JZ2318  DESIGNATION -  N 236
 JZ2318  PID         -  JZ2318
 JZ2318  STATE/COUNTY-  IN/HAMILTON
 JZ2318  USGS QUAD   -  MC CORDSVILLE (1984)
 JZ2318
 JZ2318                         *CURRENT SURVEY CONTROL
 JZ2318  ___________________________________________________________________
 JZ2318* NAD 83(1986)-  39 58 08.     (N)    085 53 11.     (W)     SCALED    
 JZ2318* NAVD 88     -       254.118  (meters)     833.72   (feet)  ADJUSTED  
 JZ2318  ___________________________________________________________________
 JZ2318  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ2318  DYNAMIC HT  -         253.977 (meters)     833.26  (feet)  COMP
 JZ2318  MODELED GRAV-     980,066.7   (mgal)                       NAVD 88
 JZ2318
 JZ2318  VERT ORDER  -  SECOND    CLASS 0
 JZ2318
 JZ2318.The horizontal coordinates were scaled from a topographic map and have
 JZ2318.an estimated accuracy of +/- 6 seconds.
 JZ2318
 JZ2318.The orthometric height was determined by differential leveling
 JZ2318.and adjusted by the National Geodetic Survey in June 1991..
 JZ2318
 JZ2318.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2318.See file dsdata.txt to determine how the superseded data were derived.
 JZ2318
 JZ2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK951248(NAD 83)
 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 = OCTOBER  6, 2006
 LA1578 ***********************************************************************
 LA1578  DESIGNATION -  N 237
 LA1578  PID         -  LA1578
 LA1578  STATE/COUNTY-  IN/HAMILTON
 LA1578  USGS QUAD   -  RIVERWOOD (1994)
 LA1578
 LA1578                         *CURRENT SURVEY CONTROL
 LA1578  ___________________________________________________________________
 LA1578* NAD 83(1986)-  40 00 02.     (N)    085 59 40.     (W)     SCALED    
 LA1578* NAVD 88     -       251.734  (meters)     825.90   (feet)  ADJUSTED  
 LA1578  ___________________________________________________________________
 LA1578  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 LA1578  DYNAMIC HT  -         251.595 (meters)     825.44  (feet)  COMP
 LA1578  MODELED GRAV-     980,069.2   (mgal)                       NAVD 88
 LA1578
 LA1578  VERT ORDER  -  SECOND    CLASS 0
 LA1578
 LA1578.The horizontal coordinates were scaled from a topographic map and have
 LA1578.an estimated accuracy of +/- 6 seconds.
 LA1578
 LA1578.The orthometric height was determined by differential leveling
 LA1578.and adjusted by the National Geodetic Survey in June 1991..
 LA1578
 LA1578.The geoid height was determined by GEOID03.
 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     -   527,630.       72,010.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1578.See file dsdata.txt to determine how the superseded data were derived.
 LA1578
 LA1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK858283(NAD 83)
 LA1578_MARKER: DB = BENCH MARK DISK
 LA1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1578_STAMPING: N 237 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2480 ***********************************************************************
 JZ2480  DESIGNATION -  N 238
 JZ2480  PID         -  JZ2480
 JZ2480  STATE/COUNTY-  IN/SHELBY
 JZ2480  USGS QUAD   -  ACTON (1981)
 JZ2480
 JZ2480                         *CURRENT SURVEY CONTROL
 JZ2480  ___________________________________________________________________
 JZ2480* NAD 83(1986)-  39 39 37.     (N)    085 57 07.     (W)     SCALED    
 JZ2480* NAVD 88     -       237.157  (meters)     778.07   (feet)  ADJUSTED  
 JZ2480  ___________________________________________________________________
 JZ2480  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JZ2480  DYNAMIC HT  -         237.022 (meters)     777.63  (feet)  COMP
 JZ2480  MODELED GRAV-     980,052.4   (mgal)                       NAVD 88
 JZ2480
 JZ2480  VERT ORDER  -  SECOND    CLASS 0
 JZ2480
 JZ2480.The horizontal coordinates were scaled from a topographic map and have
 JZ2480.an estimated accuracy of +/- 6 seconds.
 JZ2480
 JZ2480.The orthometric height was determined by differential leveling
 JZ2480.and adjusted by the National Geodetic Survey in June 1991..
 JZ2480
 JZ2480.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2480.See file dsdata.txt to determine how the superseded data were derived.
 JZ2480
 JZ2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ899905(NAD 83)
 JZ2480_MARKER: DB = BENCH MARK DISK
 JZ2480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2480_STAMPING: N 238 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2582 ***********************************************************************
 JZ2582  DESIGNATION -  N 239
 JZ2582  PID         -  JZ2582
 JZ2582  STATE/COUNTY-  IN/SHELBY
 JZ2582  USGS QUAD   -  MORRISTOWN (1956)
 JZ2582
 JZ2582                         *CURRENT SURVEY CONTROL
 JZ2582  ___________________________________________________________________
 JZ2582* NAD 83(1986)-  39 40 59.     (N)    085 44 08.     (W)     SCALED    
 JZ2582* NAVD 88     -       259.505  (meters)     851.39   (feet)  ADJUSTED  
 JZ2582  ___________________________________________________________________
 JZ2582  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JZ2582  DYNAMIC HT  -         259.354 (meters)     850.90  (feet)  COMP
 JZ2582  MODELED GRAV-     980,039.8   (mgal)                       NAVD 88
 JZ2582
 JZ2582  VERT ORDER  -  SECOND    CLASS 0
 JZ2582
 JZ2582.The horizontal coordinates were scaled from a topographic map and have
 JZ2582.an estimated accuracy of +/- 6 seconds.
 JZ2582
 JZ2582.The orthometric height was determined by differential leveling
 JZ2582.and adjusted by the National Geodetic Survey in June 1991..
 JZ2582
 JZ2582.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2582.See file dsdata.txt to determine how the superseded data were derived.
 JZ2582
 JZ2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ084933(NAD 83)
 JZ2582_MARKER: DB = BENCH MARK DISK
 JZ2582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2582_STAMPING: N 239 1947
 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 = OCTOBER  6, 2006
 ME0670 ***********************************************************************
 ME0670  DESIGNATION -  N 24
 ME0670  PID         -  ME0670
 ME0670  STATE/COUNTY-  IN/JASPER
 ME0670  USGS QUAD   -  SAN PIERRE (1959)
 ME0670
 ME0670                         *CURRENT SURVEY CONTROL
 ME0670  ___________________________________________________________________
 ME0670* NAD 83(1986)-  41 11 37.     (N)    086 55 48.     (W)     SCALED    
 ME0670* NAVD 88     -       209.158  (meters)     686.21   (feet)  ADJUSTED  
 ME0670  ___________________________________________________________________
 ME0670  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0670  DYNAMIC HT  -         209.068 (meters)     685.92  (feet)  COMP
 ME0670  MODELED GRAV-     980,189.2   (mgal)                       NAVD 88
 ME0670
 ME0670  VERT ORDER  -  SECOND    CLASS 0
 ME0670
 ME0670.The horizontal coordinates were scaled from a topographic map and have
 ME0670.an estimated accuracy of +/- 6 seconds.
 ME0670
 ME0670.The orthometric height was determined by differential leveling
 ME0670.and adjusted by the National Geodetic Survey in June 1991..
 ME0670
 ME0670.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0670.See file dsdata.txt to determine how the superseded data were derived.
 ME0670
 ME0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL058602(NAD 83)
 ME0670_MARKER: DB = BENCH MARK DISK
 ME0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0670_STAMPING: N 24 1934
 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 = OCTOBER  6, 2006
 JZ2442 ***********************************************************************
 JZ2442  DESIGNATION -  N 240
 JZ2442  PID         -  JZ2442
 JZ2442  STATE/COUNTY-  IN/MADISON
 JZ2442  USGS QUAD   -  PENDLETON (1966)
 JZ2442
 JZ2442                         *CURRENT SURVEY CONTROL
 JZ2442  ___________________________________________________________________
 JZ2442* NAD 83(1986)-  39 57 34.     (N)    085 43 48.     (W)     SCALED    
 JZ2442* NAVD 88     -       270.940  (meters)     888.91   (feet)  ADJUSTED  
 JZ2442  ___________________________________________________________________
 JZ2442  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ2442  DYNAMIC HT  -         270.789 (meters)     888.41  (feet)  COMP
 JZ2442  MODELED GRAV-     980,062.4   (mgal)                       NAVD 88
 JZ2442
 JZ2442  VERT ORDER  -  SECOND    CLASS 0
 JZ2442
 JZ2442.The horizontal coordinates were scaled from a topographic map and have
 JZ2442.an estimated accuracy of +/- 6 seconds.
 JZ2442
 JZ2442.The orthometric height was determined by differential leveling
 JZ2442.and adjusted by the National Geodetic Survey in June 1991..
 JZ2442
 JZ2442.The geoid height was determined by GEOID03.
 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     -   523,020.       94,590.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2442.See file dsdata.txt to determine how the superseded data were derived.
 JZ2442
 JZ2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK084240(NAD 83)
 JZ2442_MARKER: DB = BENCH MARK DISK
 JZ2442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2442_STAMPING: N 240 1947
 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
 JZ2442' 
 JZ2442' 
 JZ2442' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2448 ***********************************************************************
 JZ2448  DESIGNATION -  N 241
 JZ2448  PID         -  JZ2448
 JZ2448  STATE/COUNTY-  IN/HANCOCK
 JZ2448  USGS QUAD   -  INGALLS (1981)
 JZ2448
 JZ2448                         *CURRENT SURVEY CONTROL
 JZ2448  ___________________________________________________________________
 JZ2448* NAD 83(1986)-  39 54 02.     (N)    085 48 52.     (W)     SCALED    
 JZ2448* NAVD 88     -       266.283  (meters)     873.63   (feet)  ADJUSTED  
 JZ2448  ___________________________________________________________________
 JZ2448  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JZ2448  DYNAMIC HT  -         266.133 (meters)     873.14  (feet)  COMP
 JZ2448  MODELED GRAV-     980,056.4   (mgal)                       NAVD 88
 JZ2448
 JZ2448  VERT ORDER  -  SECOND    CLASS 0
 JZ2448
 JZ2448.The horizontal coordinates were scaled from a topographic map and have
 JZ2448.an estimated accuracy of +/- 6 seconds.
 JZ2448
 JZ2448.The orthometric height was determined by differential leveling
 JZ2448.and adjusted by the National Geodetic Survey in June 1991..
 JZ2448
 JZ2448.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2448.See file dsdata.txt to determine how the superseded data were derived.
 JZ2448
 JZ2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK013173(NAD 83)
 JZ2448_MARKER: DB = BENCH MARK DISK
 JZ2448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2448_STAMPING: N 241 1947
 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 = OCTOBER  6, 2006
 JZ2543 ***********************************************************************
 JZ2543  DESIGNATION -  N 242
 JZ2543  PID         -  JZ2543
 JZ2543  STATE/COUNTY-  IN/HANCOCK
 JZ2543  USGS QUAD   -  MORRISTOWN (1956)
 JZ2543
 JZ2543                         *CURRENT SURVEY CONTROL
 JZ2543  ___________________________________________________________________
 JZ2543* NAD 83(1986)-  39 43 40.     (N)    085 41 16.     (W)     SCALED    
 JZ2543* NAVD 88     -       269.575  (meters)     884.43   (feet)  ADJUSTED  
 JZ2543  ___________________________________________________________________
 JZ2543  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ2543  DYNAMIC HT  -         269.419 (meters)     883.92  (feet)  COMP
 JZ2543  MODELED GRAV-     980,041.5   (mgal)                       NAVD 88
 JZ2543
 JZ2543  VERT ORDER  -  SECOND    CLASS 0
 JZ2543
 JZ2543.The horizontal coordinates were scaled from a topographic map and have
 JZ2543.an estimated accuracy of +/- 6 seconds.
 JZ2543
 JZ2543.The orthometric height was determined by differential leveling
 JZ2543.and adjusted by the National Geodetic Survey in June 1991..
 JZ2543
 JZ2543.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2543.See file dsdata.txt to determine how the superseded data were derived.
 JZ2543
 JZ2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ124983(NAD 83)
 JZ2543_MARKER: DB = BENCH MARK DISK
 JZ2543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2543_STAMPING: N 242 1947
 JZ2543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2543+STABILITY: SURFACE MOTION
 JZ2543
 JZ2543  HISTORY     - Date     Condition        Report By
 JZ2543  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2509 ***********************************************************************
 JZ2509  DESIGNATION -  N 243
 JZ2509  PID         -  JZ2509
 JZ2509  STATE/COUNTY-  IN/HANCOCK
 JZ2509  USGS QUAD   -  GREENFIELD (1983)
 JZ2509
 JZ2509                         *CURRENT SURVEY CONTROL
 JZ2509  ___________________________________________________________________
 JZ2509* NAD 83(1986)-  39 46 51.     (N)    085 51 32.     (W)     SCALED    
 JZ2509* NAVD 88     -       254.387  (meters)     834.60   (feet)  ADJUSTED  
 JZ2509  ___________________________________________________________________
 JZ2509  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JZ2509  DYNAMIC HT  -         254.241 (meters)     834.12  (feet)  COMP
 JZ2509  MODELED GRAV-     980,045.5   (mgal)                       NAVD 88
 JZ2509
 JZ2509  VERT ORDER  -  SECOND    CLASS 0
 JZ2509
 JZ2509.The horizontal coordinates were scaled from a topographic map and have
 JZ2509.an estimated accuracy of +/- 6 seconds.
 JZ2509
 JZ2509.The orthometric height was determined by differential leveling
 JZ2509.and adjusted by the National Geodetic Survey in June 1991..
 JZ2509
 JZ2509.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2509.See file dsdata.txt to determine how the superseded data were derived.
 JZ2509
 JZ2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK977040(NAD 83)
 JZ2509_MARKER: DB = BENCH MARK DISK
 JZ2509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2509_STAMPING: N 243 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2591 ***********************************************************************
 JZ2591  DESIGNATION -  N 244
 JZ2591  PID         -  JZ2591
 JZ2591  STATE/COUNTY-  IN/HANCOCK
 JZ2591  USGS QUAD   -  MORRISTOWN (1956)
 JZ2591
 JZ2591                         *CURRENT SURVEY CONTROL
 JZ2591  ___________________________________________________________________
 JZ2591* NAD 83(1986)-  39 41 54.     (N)    085 41 15.     (W)     SCALED    
 JZ2591* NAVD 88     -       256.154  (meters)     840.40   (feet)  ADJUSTED  
 JZ2591  ___________________________________________________________________
 JZ2591  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ2591  DYNAMIC HT  -         256.005 (meters)     839.91  (feet)  COMP
 JZ2591  MODELED GRAV-     980,039.4   (mgal)                       NAVD 88
 JZ2591
 JZ2591  VERT ORDER  -  SECOND    CLASS 0
 JZ2591
 JZ2591.The horizontal coordinates were scaled from a topographic map and have
 JZ2591.an estimated accuracy of +/- 6 seconds.
 JZ2591
 JZ2591.The orthometric height was determined by differential leveling
 JZ2591.and adjusted by the National Geodetic Survey in June 1991..
 JZ2591
 JZ2591.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2591.See file dsdata.txt to determine how the superseded data were derived.
 JZ2591
 JZ2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ125950(NAD 83)
 JZ2591_MARKER: DB = BENCH MARK DISK
 JZ2591_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2591_SP_SET: BRIDGE
 JZ2591_STAMPING: N 244 1947
 JZ2591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2591
 JZ2591  HISTORY     - Date     Condition        Report By
 JZ2591  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2417 ***********************************************************************
 JZ2417  DESIGNATION -  N 245
 JZ2417  PID         -  JZ2417
 JZ2417  STATE/COUNTY-  IN/SHELBY
 JZ2417  USGS QUAD   -  RAYS CROSSING (1993)
 JZ2417
 JZ2417                         *CURRENT SURVEY CONTROL
 JZ2417  ___________________________________________________________________
 JZ2417* NAD 83(1986)-  39 32 23.     (N)    085 43 18.     (W)     SCALED    
 JZ2417* NAVD 88     -       247.698  (meters)     812.66   (feet)  ADJUSTED  
 JZ2417  ___________________________________________________________________
 JZ2417  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ2417  DYNAMIC HT  -         247.551 (meters)     812.17  (feet)  COMP
 JZ2417  MODELED GRAV-     980,029.1   (mgal)                       NAVD 88
 JZ2417
 JZ2417  VERT ORDER  -  SECOND    CLASS 0
 JZ2417
 JZ2417.The horizontal coordinates were scaled from a topographic map and have
 JZ2417.an estimated accuracy of +/- 6 seconds.
 JZ2417
 JZ2417.The orthometric height was determined by differential leveling
 JZ2417.and adjusted by the National Geodetic Survey in June 1991..
 JZ2417
 JZ2417.The geoid height was determined by GEOID03.
 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     -   476,420.       95,270.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2417.See file dsdata.txt to determine how the superseded data were derived.
 JZ2417
 JZ2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ098774(NAD 83)
 JZ2417_MARKER: DB = BENCH MARK DISK
 JZ2417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2417_STAMPING: N 245 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1102 ***********************************************************************
 LA1102  DESIGNATION -  N 246
 LA1102  PID         -  LA1102
 LA1102  STATE/COUNTY-  IN/RANDOLPH
 LA1102  USGS QUAD   -  MODOC (1969)
 LA1102
 LA1102                         *CURRENT SURVEY CONTROL
 LA1102  ___________________________________________________________________
 LA1102* NAD 83(1986)-  40 05 31.     (N)    085 07 37.     (W)     SCALED    
 LA1102* NAVD 88     -       344.061  (meters)    1128.81   (feet)  ADJUSTED  
 LA1102  ___________________________________________________________________
 LA1102  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 LA1102  DYNAMIC HT  -         343.874 (meters)    1128.19  (feet)  COMP
 LA1102  MODELED GRAV-     980,074.1   (mgal)                       NAVD 88
 LA1102
 LA1102  VERT ORDER  -  SECOND    CLASS 0
 LA1102
 LA1102.The horizontal coordinates were scaled from a topographic map and have
 LA1102.an estimated accuracy of +/- 6 seconds.
 LA1102
 LA1102.The orthometric height was determined by differential leveling
 LA1102.and adjusted by the National Geodetic Survey in June 1991..
 LA1102
 LA1102.The geoid height was determined by GEOID03.
 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     -   537,870.      146,030.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1102.See file dsdata.txt to determine how the superseded data were derived.
 LA1102
 LA1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK596396(NAD 83)
 LA1102_MARKER: DB = BENCH MARK DISK
 LA1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1102_STAMPING: N 246 1947
 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 = OCTOBER  6, 2006
 LA1128 ***********************************************************************
 LA1128  DESIGNATION -  N 247
 LA1128  PID         -  LA1128
 LA1128  STATE/COUNTY-  IN/HENRY
 LA1128  USGS QUAD   -  SULPHUR SPRINGS (1994)
 LA1128
 LA1128                         *CURRENT SURVEY CONTROL
 LA1128  ___________________________________________________________________
 LA1128* NAD 83(1986)-  40 02 50.     (N)    085 26 33.     (W)     SCALED    
 LA1128* NAVD 88     -       312.253  (meters)    1024.45   (feet)  ADJUSTED  
 LA1128  ___________________________________________________________________
 LA1128  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 LA1128  DYNAMIC HT  -         312.083 (meters)    1023.89  (feet)  COMP
 LA1128  MODELED GRAV-     980,073.4   (mgal)                       NAVD 88
 LA1128
 LA1128  VERT ORDER  -  SECOND    CLASS 0
 LA1128
 LA1128.The horizontal coordinates were scaled from a topographic map and have
 LA1128.an estimated accuracy of +/- 6 seconds.
 LA1128
 LA1128.The orthometric height was determined by differential leveling
 LA1128.and adjusted by the National Geodetic Survey in June 1991..
 LA1128
 LA1128.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1128.See file dsdata.txt to determine how the superseded data were derived.
 LA1128
 LA1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK328341(NAD 83)
 LA1128_MARKER: DB = BENCH MARK DISK
 LA1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1128_STAMPING: N 247 1947
 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 = OCTOBER  6, 2006
 JZ1689 ***********************************************************************
 JZ1689  DESIGNATION -  N 248
 JZ1689  PID         -  JZ1689
 JZ1689  STATE/COUNTY-  IN/HENRY
 JZ1689  USGS QUAD   -  NEW CASTLE WEST (1981)
 JZ1689
 JZ1689                         *CURRENT SURVEY CONTROL
 JZ1689  ___________________________________________________________________
 JZ1689* NAD 83(1986)-  39 58 31.     (N)    085 28 51.     (W)     SCALED    
 JZ1689* NAVD 88     -       325.777  (meters)    1068.82   (feet)  ADJUSTED  
 JZ1689  ___________________________________________________________________
 JZ1689  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JZ1689  DYNAMIC HT  -         325.597 (meters)    1068.23  (feet)  COMP
 JZ1689  MODELED GRAV-     980,062.5   (mgal)                       NAVD 88
 JZ1689
 JZ1689  VERT ORDER  -  SECOND    CLASS 0
 JZ1689
 JZ1689.The horizontal coordinates were scaled from a topographic map and have
 JZ1689.an estimated accuracy of +/- 6 seconds.
 JZ1689
 JZ1689.The orthometric height was determined by differential leveling
 JZ1689.and adjusted by the National Geodetic Survey in June 1991..
 JZ1689
 JZ1689.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1689.See file dsdata.txt to determine how the superseded data were derived.
 JZ1689
 JZ1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK297261(NAD 83)
 JZ1689_MARKER: DB = BENCH MARK DISK
 JZ1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1689_STAMPING: N 248 1947
 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 = OCTOBER  6, 2006
 LA1139 ***********************************************************************
 LA1139  DESIGNATION -  N 249
 LA1139  PID         -  LA1139
 LA1139  STATE/COUNTY-  IN/DELAWARE
 LA1139  USGS QUAD   -  MODOC (1969)
 LA1139
 LA1139                         *CURRENT SURVEY CONTROL
 LA1139  ___________________________________________________________________
 LA1139* NAD 83(1986)-  40 05 27.     (N)    085 14 16.     (W)     SCALED    
 LA1139* NAVD 88     -       320.937  (meters)    1052.94   (feet)  ADJUSTED  
 LA1139  ___________________________________________________________________
 LA1139  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 LA1139  DYNAMIC HT  -         320.762 (meters)    1052.37  (feet)  COMP
 LA1139  MODELED GRAV-     980,074.0   (mgal)                       NAVD 88
 LA1139
 LA1139  VERT ORDER  -  SECOND    CLASS 0
 LA1139
 LA1139.The horizontal coordinates were scaled from a topographic map and have
 LA1139.an estimated accuracy of +/- 6 seconds.
 LA1139
 LA1139.The orthometric height was determined by differential leveling
 LA1139.and adjusted by the National Geodetic Survey in June 1991..
 LA1139
 LA1139.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1139.See file dsdata.txt to determine how the superseded data were derived.
 LA1139
 LA1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK502393(NAD 83)
 LA1139_MARKER: DB = BENCH MARK DISK
 LA1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1139_STAMPING: N 249 1947
 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 = OCTOBER  6, 2006
 ME0333 ***********************************************************************
 ME0333  DESIGNATION -  N 25
 ME0333  PID         -  ME0333
 ME0333  STATE/COUNTY-  IN/FULTON
 ME0333  USGS QUAD   -  KEWANNA (1977)
 ME0333
 ME0333                         *CURRENT SURVEY CONTROL
 ME0333  ___________________________________________________________________
 ME0333* NAD 83(1986)-  41 01 18.     (N)    086 24 33.     (W)     SCALED    
 ME0333* NAVD 88     -       235.929  (meters)     774.04   (feet)  ADJUSTED  
 ME0333  ___________________________________________________________________
 ME0333  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME0333  DYNAMIC HT  -         235.829 (meters)     773.72  (feet)  COMP
 ME0333  MODELED GRAV-     980,194.6   (mgal)                       NAVD 88
 ME0333
 ME0333  VERT ORDER  -  SECOND    CLASS 0
 ME0333
 ME0333.The horizontal coordinates were scaled from a topographic map and have
 ME0333.an estimated accuracy of +/- 6 seconds.
 ME0333
 ME0333.The orthometric height was determined by differential leveling
 ME0333.and adjusted by the National Geodetic Survey in June 1991..
 ME0333.WARNING-Repeat measurements at this control monument indicate possible
 ME0333.vertical movement.
 ME0333
 ME0333.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0333.See file dsdata.txt to determine how the superseded data were derived.
 ME0333
 ME0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL496413(NAD 83)
 ME0333_MARKER: DB = BENCH MARK DISK
 ME0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0333_STAMPING: N 25 1934
 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             NGS
 ME0333
 ME0333                          STATION DESCRIPTION
 ME0333
 ME0333'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1430 ***********************************************************************
 LA1430  DESIGNATION -  N 250
 LA1430  PID         -  LA1430
 LA1430  STATE/COUNTY-  IN/MADISON
 LA1430  USGS QUAD   -  ANDERSON SOUTH (1994)
 LA1430
 LA1430                         *CURRENT SURVEY CONTROL
 LA1430  ___________________________________________________________________
 LA1430* NAD 83(1986)-  40 05 29.     (N)    085 43 48.     (W)     SCALED    
 LA1430* NAVD 88     -       266.517  (meters)     874.40   (feet)  ADJUSTED  
 LA1430  ___________________________________________________________________
 LA1430  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 LA1430  DYNAMIC HT  -         266.370 (meters)     873.92  (feet)  COMP
 LA1430  MODELED GRAV-     980,069.7   (mgal)                       NAVD 88
 LA1430
 LA1430  VERT ORDER  -  SECOND    CLASS 0
 LA1430
 LA1430.The horizontal coordinates were scaled from a topographic map and have
 LA1430.an estimated accuracy of +/- 6 seconds.
 LA1430
 LA1430.The orthometric height was determined by differential leveling
 LA1430.and adjusted by the National Geodetic Survey in June 1991..
 LA1430
 LA1430.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1430.See file dsdata.txt to determine how the superseded data were derived.
 LA1430
 LA1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK082386(NAD 83)
 LA1430_MARKER: DB = BENCH MARK DISK
 LA1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1430_STAMPING: N 250 1947
 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 = OCTOBER  6, 2006
 JZ1635 ***********************************************************************
 JZ1635  DESIGNATION -  N 251
 JZ1635  PID         -  JZ1635
 JZ1635  STATE/COUNTY-  IN/HENRY
 JZ1635  USGS QUAD   -  DUNREITH (1983)
 JZ1635
 JZ1635                         *CURRENT SURVEY CONTROL
 JZ1635  ___________________________________________________________________
 JZ1635* NAD 83(1986)-  39 49 04.     (N)    085 26 03.     (W)     SCALED    
 JZ1635* NAVD 88     -       320.551  (meters)    1051.67   (feet)  ADJUSTED  
 JZ1635  ___________________________________________________________________
 JZ1635  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JZ1635  DYNAMIC HT  -         320.368 (meters)    1051.07  (feet)  COMP
 JZ1635  MODELED GRAV-     980,047.3   (mgal)                       NAVD 88
 JZ1635
 JZ1635  VERT ORDER  -  SECOND    CLASS 0
 JZ1635
 JZ1635.The horizontal coordinates were scaled from a topographic map and have
 JZ1635.an estimated accuracy of +/- 6 seconds.
 JZ1635
 JZ1635.The orthometric height was determined by differential leveling
 JZ1635.and adjusted by the National Geodetic Survey in June 1991..
 JZ1635
 JZ1635.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1635.See file dsdata.txt to determine how the superseded data were derived.
 JZ1635
 JZ1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK340087(NAD 83)
 JZ1635_MARKER: DB = BENCH MARK DISK
 JZ1635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1635_SP_SET: CULVERT
 JZ1635_STAMPING: N 251 1947
 JZ1635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ2430 ***********************************************************************
 JZ2430  DESIGNATION -  N 252
 JZ2430  PID         -  JZ2430
 JZ2430  STATE/COUNTY-  IN/HENRY
 JZ2430  USGS QUAD   -  KNIGHTSTOWN (1981)
 JZ2430
 JZ2430                         *CURRENT SURVEY CONTROL
 JZ2430  ___________________________________________________________________
 JZ2430* NAD 83(1986)-  39 47 46.     (N)    085 31 08.     (W)     SCALED    
 JZ2430* NAVD 88     -       276.372  (meters)     906.73   (feet)  ADJUSTED  
 JZ2430  ___________________________________________________________________
 JZ2430  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JZ2430  DYNAMIC HT  -         276.214 (meters)     906.21  (feet)  COMP
 JZ2430  MODELED GRAV-     980,047.4   (mgal)                       NAVD 88
 JZ2430
 JZ2430  VERT ORDER  -  SECOND    CLASS 0
 JZ2430
 JZ2430.The horizontal coordinates were scaled from a topographic map and have
 JZ2430.an estimated accuracy of +/- 6 seconds.
 JZ2430
 JZ2430.The orthometric height was determined by differential leveling
 JZ2430.and adjusted by the National Geodetic Survey in June 1991..
 JZ2430
 JZ2430.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2430.See file dsdata.txt to determine how the superseded data were derived.
 JZ2430
 JZ2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK268061(NAD 83)
 JZ2430_MARKER: DB = BENCH MARK DISK
 JZ2430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2430_SP_SET: BRIDGE
 JZ2430_STAMPING: N 252 1947
 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 = OCTOBER  6, 2006
 JZ1542 ***********************************************************************
 JZ1542  DESIGNATION -  N 253
 JZ1542  PID         -  JZ1542
 JZ1542  STATE/COUNTY-  IN/HENRY
 JZ1542  USGS QUAD   -  LEWISVILLE (1970)
 JZ1542
 JZ1542                         *CURRENT SURVEY CONTROL
 JZ1542  ___________________________________________________________________
 JZ1542* NAD 83(1986)-  39 49 55.     (N)    085 15 46.     (W)     SCALED    
 JZ1542* NAVD 88     -       323.004  (meters)    1059.72   (feet)  ADJUSTED  
 JZ1542  ___________________________________________________________________
 JZ1542  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JZ1542  DYNAMIC HT  -         322.817 (meters)    1059.11  (feet)  COMP
 JZ1542  MODELED GRAV-     980,038.2   (mgal)                       NAVD 88
 JZ1542
 JZ1542  VERT ORDER  -  SECOND    CLASS 0
 JZ1542
 JZ1542.The horizontal coordinates were scaled from a topographic map and have
 JZ1542.an estimated accuracy of +/- 6 seconds.
 JZ1542
 JZ1542.The orthometric height was determined by differential leveling
 JZ1542.and adjusted by the National Geodetic Survey in June 1991..
 JZ1542
 JZ1542.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ1542
 JZ1542  NGVD 29 (??/??/92)  323.13   (m)         1060.1    (f) COMPUTED    2 0
 JZ1542
 JZ1542.Superseded values are not recommended for survey control.
 JZ1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1542.See file dsdata.txt to determine how the superseded data were derived.
 JZ1542
 JZ1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK486105(NAD 83)
 JZ1542_MARKER: DB = BENCH MARK DISK
 JZ1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1542_STAMPING: N 253 1947
 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 = OCTOBER  6, 2006
 JZ1543 ***********************************************************************
 JZ1543  DESIGNATION -  N 253 RESET 1957
 JZ1543  PID         -  JZ1543
 JZ1543  STATE/COUNTY-  IN/HENRY
 JZ1543  USGS QUAD   -  LEWISVILLE (1970)
 JZ1543
 JZ1543                         *CURRENT SURVEY CONTROL
 JZ1543  ___________________________________________________________________
 JZ1543* NAD 83(1986)-  39 49 55.     (N)    085 15 46.     (W)     SCALED    
 JZ1543* NAVD 88     -       323.04   (meters)    1059.8    (feet)  RESET     
 JZ1543  ___________________________________________________________________
 JZ1543  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JZ1543
 JZ1543  VERT ORDER  -  THIRD
 JZ1543
 JZ1543.The horizontal coordinates were scaled from a topographic map and have
 JZ1543.an estimated accuracy of +/- 6 seconds.
 JZ1543
 JZ1543.The orthometric height was computed from unverified reset data.
 JZ1543
 JZ1543.The geoid height was determined by GEOID03.
 JZ1543
 JZ1543;                    North         East    Units  Estimated Accuracy
 JZ1543;SPC IN E     -   508,940.      134,570.      MT  (+/- 180 meters Scaled)
 JZ1543
 JZ1543                          SUPERSEDED SURVEY CONTROL
 JZ1543
 JZ1543.No superseded survey control is available for this station.
 JZ1543
 JZ1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK486105(NAD 83)
 JZ1543_MARKER: DD = SURVEY DISK
 JZ1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1543_STAMPING: N 253 RESET 1957
 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 = OCTOBER  6, 2006
 JZ1574 ***********************************************************************
 JZ1574  DESIGNATION -  N 254
 JZ1574  PID         -  JZ1574
 JZ1574  STATE/COUNTY-  IN/WAYNE
 JZ1574  USGS QUAD   -  JACKSONBURG (1981)
 JZ1574
 JZ1574                         *CURRENT SURVEY CONTROL
 JZ1574  ___________________________________________________________________
 JZ1574* NAD 83(1986)-  39 52 25.     (N)    085 06 31.     (W)     SCALED    
 JZ1574* NAVD 88     -       306.670  (meters)    1006.13   (feet)  ADJUSTED  
 JZ1574  ___________________________________________________________________
 JZ1574  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JZ1574  DYNAMIC HT  -         306.495 (meters)    1005.56  (feet)  COMP
 JZ1574  MODELED GRAV-     980,049.4   (mgal)                       NAVD 88
 JZ1574
 JZ1574  VERT ORDER  -  SECOND    CLASS 0
 JZ1574
 JZ1574.The horizontal coordinates were scaled from a topographic map and have
 JZ1574.an estimated accuracy of +/- 6 seconds.
 JZ1574
 JZ1574.The orthometric height was determined by differential leveling
 JZ1574.and adjusted by the National Geodetic Survey in June 1991..
 JZ1574
 JZ1574.The geoid height was determined by GEOID03.
 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     -   513,630.      147,740.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1574.See file dsdata.txt to determine how the superseded data were derived.
 JZ1574
 JZ1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK617154(NAD 83)
 JZ1574_MARKER: DB = BENCH MARK DISK
 JZ1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1574_STAMPING: N 254 1947
 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 = OCTOBER  6, 2006
 JZ1201 ***********************************************************************
 JZ1201  DESIGNATION -  N 255
 JZ1201  PID         -  JZ1201
 JZ1201  STATE/COUNTY-  IN/WAYNE
 JZ1201  USGS QUAD   -  RICHMOND (1981)
 JZ1201
 JZ1201                         *CURRENT SURVEY CONTROL
 JZ1201  ___________________________________________________________________
 JZ1201* NAD 83(1986)-  39 46 47.     (N)    084 58 41.     (W)     SCALED    
 JZ1201* NAVD 88     -       323.432  (meters)    1061.13   (feet)  ADJUSTED  
 JZ1201  ___________________________________________________________________
 JZ1201  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JZ1201  DYNAMIC HT  -         323.245 (meters)    1060.51  (feet)  COMP
 JZ1201  MODELED GRAV-     980,040.1   (mgal)                       NAVD 88
 JZ1201
 JZ1201  VERT ORDER  -  SECOND    CLASS 0
 JZ1201
 JZ1201.The horizontal coordinates were scaled from a topographic map and have
 JZ1201.an estimated accuracy of +/- 6 seconds.
 JZ1201
 JZ1201.The orthometric height was determined by differential leveling
 JZ1201.and adjusted by the National Geodetic Survey in June 1991..
 JZ1201
 JZ1201.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1201.See file dsdata.txt to determine how the superseded data were derived.
 JZ1201
 JZ1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK731052(NAD 83)
 JZ1201_MARKER: DB = BENCH MARK DISK
 JZ1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1201_STAMPING: N 255 1967
 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.
 JZ1201' 
 JZ1201' 
 JZ1201' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2300 ***********************************************************************
 JZ2300  DESIGNATION -  N 256
 JZ2300  PID         -  JZ2300
 JZ2300  STATE/COUNTY-  IN/DECATUR
 JZ2300  USGS QUAD   -  ADAMS (1993)
 JZ2300
 JZ2300                         *CURRENT SURVEY CONTROL
 JZ2300  ___________________________________________________________________
 JZ2300* NAD 83(1986)-  39 26 06.     (N)    085 36 18.     (W)     SCALED    
 JZ2300* NAVD 88     -       270.217  (meters)     886.54   (feet)  ADJUSTED  
 JZ2300  ___________________________________________________________________
 JZ2300  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ2300  DYNAMIC HT  -         270.052 (meters)     886.00  (feet)  COMP
 JZ2300  MODELED GRAV-     980,011.2   (mgal)                       NAVD 88
 JZ2300
 JZ2300  VERT ORDER  -  FIRST     CLASS II
 JZ2300
 JZ2300.The horizontal coordinates were scaled from a topographic map and have
 JZ2300.an estimated accuracy of +/- 6 seconds.
 JZ2300
 JZ2300.The orthometric height was determined by differential leveling
 JZ2300.and adjusted by the National Geodetic Survey in June 1991..
 JZ2300
 JZ2300.The geoid height was determined by GEOID03.
 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     -   464,790.      105,310.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2300.See file dsdata.txt to determine how the superseded data were derived.
 JZ2300
 JZ2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ200659(NAD 83)
 JZ2300_MARKER: DB = BENCH MARK DISK
 JZ2300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2300_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 JZ1947 ***********************************************************************
 JZ1947  DESIGNATION -  N 258
 JZ1947  PID         -  JZ1947
 JZ1947  STATE/COUNTY-  IN/DECATUR
 JZ1947  USGS QUAD   -  CLARKSBURG (1993)
 JZ1947
 JZ1947                         *CURRENT SURVEY CONTROL
 JZ1947  ___________________________________________________________________
 JZ1947* NAD 83(1986)-  39 26 53.     (N)    085 20 52.     (W)     SCALED    
 JZ1947* NAVD 88     -       319.977  (meters)    1049.79   (feet)  ADJUSTED  
 JZ1947  ___________________________________________________________________
 JZ1947  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ1947  DYNAMIC HT  -         319.780 (meters)    1049.14  (feet)  COMP
 JZ1947  MODELED GRAV-     980,002.2   (mgal)                       NAVD 88
 JZ1947
 JZ1947  VERT ORDER  -  SECOND    CLASS 0
 JZ1947
 JZ1947.The horizontal coordinates were scaled from a topographic map and have
 JZ1947.an estimated accuracy of +/- 6 seconds.
 JZ1947
 JZ1947.The orthometric height was determined by differential leveling
 JZ1947.and adjusted by the National Geodetic Survey in June 1991..
 JZ1947
 JZ1947.The geoid height was determined by GEOID03.
 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     -   466,290.      127,450.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1947.See file dsdata.txt to determine how the superseded data were derived.
 JZ1947
 JZ1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ421678(NAD 83)
 JZ1947_MARKER: DB = BENCH MARK DISK
 JZ1947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1947_STAMPING: N 258 1947
 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 = OCTOBER  6, 2006
 JZ1981 ***********************************************************************
 JZ1981  DESIGNATION -  N 259
 JZ1981  PID         -  JZ1981
 JZ1981  STATE/COUNTY-  IN/DECATUR
 JZ1981  USGS QUAD   -  NEW POINT (1993)
 JZ1981
 JZ1981                         *CURRENT SURVEY CONTROL
 JZ1981  ___________________________________________________________________
 JZ1981* NAD 83(1997)-  39 19 25.73833(N)    085 19 32.64876(W)     ADJUSTED  
 JZ1981* NAVD 88     -       300.050  (meters)     984.41   (feet)  ADJUSTED  
 JZ1981  ___________________________________________________________________
 JZ1981  X           -     402,632.406 (meters)                     COMP
 JZ1981  Y           -  -4,924,397.674 (meters)                     COMP
 JZ1981  Z           -   4,020,359.578 (meters)                     COMP
 JZ1981  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 JZ1981  ELLIP HEIGHT-         265.96  (meters)          (03/12/99) GPS OBS
 JZ1981  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ1981  DYNAMIC HT  -         299.863 (meters)     983.80  (feet)  COMP
 JZ1981  MODELED GRAV-     979,994.8   (mgal)                       NAVD 88
 JZ1981
 JZ1981  HORZ ORDER  -  B
 JZ1981  VERT ORDER  -  FIRST     CLASS II
 JZ1981  ELLP ORDER  -  SECOND    CLASS I
 JZ1981
 JZ1981.The horizontal coordinates were established by GPS observations
 JZ1981.and adjusted by the National Geodetic Survey in March 1999..
 JZ1981
 JZ1981.The orthometric height was determined by differential leveling
 JZ1981.and adjusted by the National Geodetic Survey in June 1991..
 JZ1981
 JZ1981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ1981
 JZ1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ1981
 JZ1981.The ellipsoidal height was determined by GPS observations
 JZ1981.and is referenced to NAD 83.
 JZ1981
 JZ1981.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JZ1981;SPC IN E     -   452,500.133   129,397.583   MT  0.99997730   +0 12 57.8
 JZ1981;SPC IN E     - 1,484,577.52    424,531.90   sFT  0.99997730   +0 12 57.8
 JZ1981;UTM  16      - 4,354,048.248   644,318.427   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  =   0.99993558
 JZ1981!UTM  16      -   0.99995828  x   0.99985645  =   0.99981473
 JZ1981
 JZ1981                          SUPERSEDED SURVEY CONTROL
 JZ1981
 JZ1981  NAVD 88 (03/12/99)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1981.See file dsdata.txt to determine how the superseded data were derived.
 JZ1981
 JZ1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4431854048(NAD 83)
 JZ1981_MARKER: DB = BENCH MARK DISK
 JZ1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1981_SP_SET: CONCRETE POST
 JZ1981_STAMPING: N 259 1947
 JZ1981_MARK LOGO: CGS   
 JZ1981_PROJECTION: FLUSH
 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 - July 21, 1998
 JZ1981
 JZ1981  HISTORY     - Date     Condition        Report By
 JZ1981  HISTORY     - 1947     MONUMENTED       CGS
 JZ1981  HISTORY     - 1986     GOOD             NGS
 JZ1981  HISTORY     - 19980721 GOOD             WOOLPT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0658 ***********************************************************************
 LB0658  DESIGNATION -  N 26
 LB0658  PID         -  LB0658
 LB0658  STATE/COUNTY-  IN/HOWARD
 LB0658  USGS QUAD   -  KOKOMO WEST (1992)
 LB0658
 LB0658                         *CURRENT SURVEY CONTROL
 LB0658  ___________________________________________________________________
 LB0658* NAD 83(1986)-  40 29 35.     (N)    086 07 44.     (W)     SCALED    
 LB0658* NAVD 88     -       250.004  (meters)     820.22   (feet)  ADJUSTED  
 LB0658  ___________________________________________________________________
 LB0658  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 LB0658  DYNAMIC HT  -         249.875 (meters)     819.80  (feet)  COMP
 LB0658  MODELED GRAV-     980,102.6   (mgal)                       NAVD 88
 LB0658
 LB0658  VERT ORDER  -  SECOND    CLASS 0
 LB0658
 LB0658.The horizontal coordinates were scaled from a topographic map and have
 LB0658.an estimated accuracy of +/- 6 seconds.
 LB0658
 LB0658.The orthometric height was determined by differential leveling
 LB0658.and adjusted by the National Geodetic Survey in June 1991..
 LB0658
 LB0658.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB0658
 LB0658  NGVD 29 (??/??/92)  250.127  (m)          820.62   (f) ADJ UNCH    2 0
 LB0658
 LB0658.Superseded values are not recommended for survey control.
 LB0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0658.See file dsdata.txt to determine how the superseded data were derived.
 LB0658
 LB0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK738828(NAD 83)
 LB0658_MARKER: DB = BENCH MARK DISK
 LB0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0658_STAMPING: N 26 1934
 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             NGS
 LB0658  HISTORY     - 1959     MARK NOT FOUND   USGS
 LB0658
 LB0658                          STATION DESCRIPTION
 LB0658
 LB0658'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1970 ***********************************************************************
 JZ1970  DESIGNATION -  N 260
 JZ1970  PID         -  JZ1970
 JZ1970  STATE/COUNTY-  IN/FRANKLIN
 JZ1970  USGS QUAD   -  METAMORA (1993)
 JZ1970
 JZ1970                         *CURRENT SURVEY CONTROL
 JZ1970  ___________________________________________________________________
 JZ1970* NAD 83(1986)-  39 24 17.     (N)    085 12 14.     (W)     SCALED    
 JZ1970* NAVD 88     -       219.904  (meters)     721.47   (feet)  ADJUSTED  
 JZ1970  ___________________________________________________________________
 JZ1970  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ1970  DYNAMIC HT  -         219.769 (meters)     721.03  (feet)  COMP
 JZ1970  MODELED GRAV-     980,006.0   (mgal)                       NAVD 88
 JZ1970
 JZ1970  VERT ORDER  -  SECOND    CLASS 0
 JZ1970
 JZ1970.The horizontal coordinates were scaled from a topographic map and have
 JZ1970.an estimated accuracy of +/- 6 seconds.
 JZ1970
 JZ1970.The orthometric height was determined by differential leveling
 JZ1970.and adjusted by the National Geodetic Survey in June 1991..
 JZ1970
 JZ1970.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 JZ1970;SPC IN E     -   461,530.      139,860.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1970.See file dsdata.txt to determine how the superseded data were derived.
 JZ1970
 JZ1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ546632(NAD 83)
 JZ1970_MARKER: DB = BENCH MARK DISK
 JZ1970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1970_STAMPING: N 260 1947
 JZ1970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1970+STABILITY: SURFACE MOTION
 JZ1970
 JZ1970  HISTORY     - Date     Condition        Report By
 JZ1970  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2001 ***********************************************************************
 JZ2001  DESIGNATION -  N 261
 JZ2001  PID         -  JZ2001
 JZ2001  STATE/COUNTY-  IN/FRANKLIN
 JZ2001  USGS QUAD   -  METAMORA (1993)
 JZ2001
 JZ2001                         *CURRENT SURVEY CONTROL
 JZ2001  ___________________________________________________________________
 JZ2001* NAD 83(1986)-  39 25 49.     (N)    085 09 07.     (W)     SCALED    
 JZ2001* NAVD 88     -       294.301  (meters)     965.55   (feet)  ADJUSTED  
 JZ2001  ___________________________________________________________________
 JZ2001  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ2001  DYNAMIC HT  -         294.119 (meters)     964.96  (feet)  COMP
 JZ2001  MODELED GRAV-     980,001.4   (mgal)                       NAVD 88
 JZ2001
 JZ2001  VERT ORDER  -  SECOND    CLASS 0
 JZ2001
 JZ2001.The horizontal coordinates were scaled from a topographic map and have
 JZ2001.an estimated accuracy of +/- 6 seconds.
 JZ2001
 JZ2001.The orthometric height was determined by differential leveling
 JZ2001.and adjusted by the National Geodetic Survey in June 1991..
 JZ2001
 JZ2001.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2001.See file dsdata.txt to determine how the superseded data were derived.
 JZ2001
 JZ2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ590661(NAD 83)
 JZ2001_MARKER: DB = BENCH MARK DISK
 JZ2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2001_STAMPING: N 261 1947
 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 = OCTOBER  6, 2006
 JZ1986 ***********************************************************************
 JZ1986  DESIGNATION -  N 262
 JZ1986  PID         -  JZ1986
 JZ1986  STATE/COUNTY-  IN/FRANKLIN
 JZ1986  USGS QUAD   -  CLARKSBURG (1993)
 JZ1986
 JZ1986                         *CURRENT SURVEY CONTROL
 JZ1986  ___________________________________________________________________
 JZ1986* NAD 83(1986)-  39 29 20.     (N)    085 15 30.     (W)     SCALED    
 JZ1986* NAVD 88     -       287.552  (meters)     943.41   (feet)  ADJUSTED  
 JZ1986  ___________________________________________________________________
 JZ1986  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ1986  DYNAMIC HT  -         287.375 (meters)     942.83  (feet)  COMP
 JZ1986  MODELED GRAV-     980,004.4   (mgal)                       NAVD 88
 JZ1986
 JZ1986  VERT ORDER  -  SECOND    CLASS 0
 JZ1986
 JZ1986.The horizontal coordinates were scaled from a topographic map and have
 JZ1986.an estimated accuracy of +/- 6 seconds.
 JZ1986
 JZ1986.The orthometric height was determined by differential leveling
 JZ1986.and adjusted by the National Geodetic Survey in June 1991..
 JZ1986
 JZ1986.The geoid height was determined by GEOID03.
 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     -   470,850.      135,130.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1986.See file dsdata.txt to determine how the superseded data were derived.
 JZ1986
 JZ1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ497724(NAD 83)
 JZ1986_MARKER: DB = BENCH MARK DISK
 JZ1986_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1986_SP_SET: BRIDGE
 JZ1986_STAMPING: N 262 1947
 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 = OCTOBER  6, 2006
 JZ1786 ***********************************************************************
 JZ1786  DESIGNATION -  N 263
 JZ1786  PID         -  JZ1786
 JZ1786  STATE/COUNTY-  IN/FAYETTE
 JZ1786  USGS QUAD   -  EVERTON (1993)
 JZ1786
 JZ1786                         *CURRENT SURVEY CONTROL
 JZ1786  ___________________________________________________________________
 JZ1786* NAD 83(1986)-  39 35 28.     (N)    085 03 17.     (W)     SCALED    
 JZ1786* NAVD 88     -       303.873  (meters)     996.96   (feet)  ADJUSTED  
 JZ1786  ___________________________________________________________________
 JZ1786  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JZ1786  DYNAMIC HT  -         303.690 (meters)     996.36  (feet)  COMP
 JZ1786  MODELED GRAV-     980,016.2   (mgal)                       NAVD 88
 JZ1786
 JZ1786  VERT ORDER  -  SECOND    CLASS 0
 JZ1786
 JZ1786.The horizontal coordinates were scaled from a topographic map and have
 JZ1786.an estimated accuracy of +/- 6 seconds.
 JZ1786
 JZ1786.The orthometric height was determined by differential leveling
 JZ1786.and adjusted by the National Geodetic Survey in June 1991..
 JZ1786
 JZ1786.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1786.See file dsdata.txt to determine how the superseded data were derived.
 JZ1786
 JZ1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ670841(NAD 83)
 JZ1786_MARKER: DB = BENCH MARK DISK
 JZ1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1786_STAMPING: N 263 1947
 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 = OCTOBER  6, 2006
 JZ2013 ***********************************************************************
 JZ2013  DESIGNATION -  N 264
 JZ2013  PID         -  JZ2013
 JZ2013  STATE/COUNTY-  IN/FRANKLIN
 JZ2013  USGS QUAD   -  BATESVILLE (1993)
 JZ2013
 JZ2013                         *CURRENT SURVEY CONTROL
 JZ2013  ___________________________________________________________________
 JZ2013* NAD 83(1986)-  39 20 36.     (N)    085 08 27.     (W)     SCALED    
 JZ2013* NAVD 88     -       299.428  (meters)     982.37   (feet)  ADJUSTED  
 JZ2013  ___________________________________________________________________
 JZ2013  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ2013  DYNAMIC HT  -         299.241 (meters)     981.76  (feet)  COMP
 JZ2013  MODELED GRAV-     979,996.4   (mgal)                       NAVD 88
 JZ2013
 JZ2013  VERT ORDER  -  SECOND    CLASS 0
 JZ2013
 JZ2013.The horizontal coordinates were scaled from a topographic map and have
 JZ2013.an estimated accuracy of +/- 6 seconds.
 JZ2013
 JZ2013.The orthometric height was determined by differential leveling
 JZ2013.and adjusted by the National Geodetic Survey in June 1991..
 JZ2013
 JZ2013.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2013.See file dsdata.txt to determine how the superseded data were derived.
 JZ2013
 JZ2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ602565(NAD 83)
 JZ2013_MARKER: DB = BENCH MARK DISK
 JZ2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2013_STAMPING: N 264 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ0937 ***********************************************************************
 JZ0937  DESIGNATION -  N 265
 JZ0937  PID         -  JZ0937
 JZ0937  STATE/COUNTY-  IN/FRANKLIN
 JZ0937  USGS QUAD   -  WHITCOMB (1994)
 JZ0937
 JZ0937                         *CURRENT SURVEY CONTROL
 JZ0937  ___________________________________________________________________
 JZ0937* NAD 83(1986)-  39 25 06.     (N)    084 58 07.     (W)     SCALED    
 JZ0937* NAVD 88     -       271.803  (meters)     891.74   (feet)  ADJUSTED  
 JZ0937  ___________________________________________________________________
 JZ0937  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JZ0937  DYNAMIC HT  -         271.640 (meters)     891.21  (feet)  COMP
 JZ0937  MODELED GRAV-     980,020.3   (mgal)                       NAVD 88
 JZ0937
 JZ0937  VERT ORDER  -  SECOND    CLASS 0
 JZ0937
 JZ0937.The horizontal coordinates were scaled from a topographic map and have
 JZ0937.an estimated accuracy of +/- 6 seconds.
 JZ0937
 JZ0937.The orthometric height was determined by differential leveling
 JZ0937.and adjusted by the National Geodetic Survey in June 1991..
 JZ0937
 JZ0937.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0937.See file dsdata.txt to determine how the superseded data were derived.
 JZ0937
 JZ0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ748651(NAD 83)
 JZ0937_MARKER: DB = BENCH MARK DISK
 JZ0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0937_STAMPING: N 265 1947
 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 = OCTOBER  6, 2006
 JZ2271 ***********************************************************************
 JZ2271  DESIGNATION -  N 266
 JZ2271  PID         -  JZ2271
 JZ2271  STATE/COUNTY-  IN/DECATUR
 JZ2271  USGS QUAD   -  WALDRON (1994)
 JZ2271
 JZ2271                         *CURRENT SURVEY CONTROL
 JZ2271  ___________________________________________________________________
 JZ2271* NAD 83(1986)-  39 24 56.     (N)    085 37 32.     (W)     SCALED    
 JZ2271* NAVD 88     -       256.460  (meters)     841.40   (feet)  ADJUSTED  
 JZ2271  ___________________________________________________________________
 JZ2271  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ2271  DYNAMIC HT  -         256.304 (meters)     840.89  (feet)  COMP
 JZ2271  MODELED GRAV-     980,010.7   (mgal)                       NAVD 88
 JZ2271
 JZ2271  VERT ORDER  -  SECOND    CLASS 0
 JZ2271
 JZ2271.The horizontal coordinates were scaled from a topographic map and have
 JZ2271.an estimated accuracy of +/- 6 seconds.
 JZ2271
 JZ2271.The orthometric height was determined by differential leveling
 JZ2271.and adjusted by the National Geodetic Survey in June 1991..
 JZ2271
 JZ2271.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2271.See file dsdata.txt to determine how the superseded data were derived.
 JZ2271
 JZ2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ183637(NAD 83)
 JZ2271_MARKER: DB = BENCH MARK DISK
 JZ2271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2271_STAMPING: N 266 1947
 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 = OCTOBER  6, 2006
 JZ2261 ***********************************************************************
 JZ2261  DESIGNATION -  N 267
 JZ2261  PID         -  JZ2261
 JZ2261  STATE/COUNTY-  IN/SHELBY
 JZ2261  USGS QUAD   -  WALDRON (1994)
 JZ2261
 JZ2261                         *CURRENT SURVEY CONTROL
 JZ2261  ___________________________________________________________________
 JZ2261* NAD 83(1986)-  39 23 13.     (N)    085 44 01.     (W)     SCALED    
 JZ2261* NAVD 88     -       229.262  (meters)     752.17   (feet)  ADJUSTED  
 JZ2261  ___________________________________________________________________
 JZ2261  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JZ2261  DYNAMIC HT  -         229.122 (meters)     751.71  (feet)  COMP
 JZ2261  MODELED GRAV-     980,015.6   (mgal)                       NAVD 88
 JZ2261
 JZ2261  VERT ORDER  -  SECOND    CLASS 0
 JZ2261
 JZ2261.The horizontal coordinates were scaled from a topographic map and have
 JZ2261.an estimated accuracy of +/- 6 seconds.
 JZ2261
 JZ2261.The orthometric height was determined by differential leveling
 JZ2261.and adjusted by the National Geodetic Survey in June 1991..
 JZ2261
 JZ2261.The geoid height was determined by GEOID03.
 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     -   459,460.       94,230.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2261.See file dsdata.txt to determine how the superseded data were derived.
 JZ2261
 JZ2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ090604(NAD 83)
 JZ2261_MARKER: DB = BENCH MARK DISK
 JZ2261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2261_SP_SET: CULVERT
 JZ2261_STAMPING: N 267 1947
 JZ2261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ2184 ***********************************************************************
 JZ2184  DESIGNATION -  N 268 RESET 1968
 JZ2184  PID         -  JZ2184
 JZ2184  STATE/COUNTY-  IN/SHELBY
 JZ2184  USGS QUAD   -  HOPE (1993)
 JZ2184
 JZ2184                         *CURRENT SURVEY CONTROL
 JZ2184  ___________________________________________________________________
 JZ2184* NAD 83(1986)-  39 21 02.     (N)    085 46 14.     (W)     SCALED    
 JZ2184* NAVD 88     -       222.91   (meters)     731.3    (feet)  RESET     
 JZ2184  ___________________________________________________________________
 JZ2184  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JZ2184
 JZ2184  VERT ORDER  -  THIRD
 JZ2184
 JZ2184.The horizontal coordinates were scaled from a topographic map and have
 JZ2184.an estimated accuracy of +/- 6 seconds.
 JZ2184
 JZ2184.The orthometric height was computed from unverified reset data.
 JZ2184
 JZ2184.The geoid height was determined by GEOID03.
 JZ2184
 JZ2184;                    North         East    Units  Estimated Accuracy
 JZ2184;SPC IN E     -   455,420.       91,050.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2184.See file dsdata.txt to determine how the superseded data were derived.
 JZ2184
 JZ2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ059564(NAD 83)
 JZ2184_MARKER: DB = BENCH MARK DISK
 JZ2184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2184_STAMPING: N 268 RESET 1968
 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             NGS
 JZ2184
 JZ2184                          STATION DESCRIPTION
 JZ2184
 JZ2184'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2329 ***********************************************************************
 JZ2329  DESIGNATION -  N 269
 JZ2329  PID         -  JZ2329
 JZ2329  STATE/COUNTY-  IN/SHELBY
 JZ2329  USGS QUAD   -  RAYS CROSSING (1993)
 JZ2329
 JZ2329                         *CURRENT SURVEY CONTROL
 JZ2329  ___________________________________________________________________
 JZ2329* NAD 83(1986)-  39 30 16.     (N)    085 44 49.     (W)     SCALED    
 JZ2329* NAVD 88     -       243.282  (meters)     798.17   (feet)  ADJUSTED  
 JZ2329  ___________________________________________________________________
 JZ2329  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JZ2329  DYNAMIC HT  -         243.138 (meters)     797.70  (feet)  COMP
 JZ2329  MODELED GRAV-     980,028.4   (mgal)                       NAVD 88
 JZ2329
 JZ2329  VERT ORDER  -  FIRST     CLASS II
 JZ2329
 JZ2329.The horizontal coordinates were scaled from a topographic map and have
 JZ2329.an estimated accuracy of +/- 6 seconds.
 JZ2329
 JZ2329.The orthometric height was determined by differential leveling
 JZ2329.and adjusted by the National Geodetic Survey in June 1991..
 JZ2329
 JZ2329.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2329.See file dsdata.txt to determine how the superseded data were derived.
 JZ2329
 JZ2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ077735(NAD 83)
 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
 JZ2329  HISTORY     - Date     Condition        Report By
 JZ2329  HISTORY     - 1947     MONUMENTED       CGS
 JZ2329  HISTORY     - 1986     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0444 ***********************************************************************
 LB0444  DESIGNATION -  N 27
 LB0444  PID         -  LB0444
 LB0444  STATE/COUNTY-  IN/CLINTON
 LB0444  USGS QUAD   -  MICHIGANTOWN (1980)
 LB0444
 LB0444                         *CURRENT SURVEY CONTROL
 LB0444  ___________________________________________________________________
 LB0444* NAD 83(1986)-  40 18 48.     (N)    086 25 52.     (W)     SCALED    
 LB0444* NAVD 88     -       265.392  (meters)     870.71   (feet)  ADJUSTED  
 LB0444  ___________________________________________________________________
 LB0444  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 LB0444  DYNAMIC HT  -         265.251 (meters)     870.24  (feet)  COMP
 LB0444  MODELED GRAV-     980,089.1   (mgal)                       NAVD 88
 LB0444
 LB0444  VERT ORDER  -  SECOND    CLASS 0
 LB0444
 LB0444.The horizontal coordinates were scaled from a topographic map and have
 LB0444.an estimated accuracy of +/- 6 seconds.
 LB0444
 LB0444.The orthometric height was determined by differential leveling
 LB0444.and adjusted by the National Geodetic Survey in June 1991..
 LB0444
 LB0444.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0444.See file dsdata.txt to determine how the superseded data were derived.
 LB0444
 LB0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK483626(NAD 83)
 LB0444_MARKER: DB = BENCH MARK DISK
 LB0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0444_STAMPING: N 27 1934
 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 = OCTOBER  6, 2006
 JZ2159 ***********************************************************************
 JZ2159  DESIGNATION -  N 270
 JZ2159  PID         -  JZ2159
 JZ2159  STATE/COUNTY-  IN/JENNINGS
 JZ2159  USGS QUAD   -  NORTH VERNON (1993)
 JZ2159
 JZ2159                         *CURRENT SURVEY CONTROL
 JZ2159  ___________________________________________________________________
 JZ2159* NAD 83(1986)-  39 05 15.     (N)    085 43 25.     (W)     SCALED    
 JZ2159* NAVD 88     -       192.917  (meters)     632.93   (feet)  ADJUSTED  
 JZ2159  ___________________________________________________________________
 JZ2159  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JZ2159  DYNAMIC HT  -         192.795 (meters)     632.53  (feet)  COMP
 JZ2159  MODELED GRAV-     979,996.2   (mgal)                       NAVD 88
 JZ2159
 JZ2159  VERT ORDER  -  SECOND    CLASS 0
 JZ2159
 JZ2159.The horizontal coordinates were scaled from a topographic map and have
 JZ2159.an estimated accuracy of +/- 6 seconds.
 JZ2159
 JZ2159.The orthometric height was determined by differential leveling
 JZ2159.and adjusted by the National Geodetic Survey in June 1991..
 JZ2159
 JZ2159.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2159.See file dsdata.txt to determine how the superseded data were derived.
 JZ2159
 JZ2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ103272(NAD 83)
 JZ2159_MARKER: DB = BENCH MARK DISK
 JZ2159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2159_SP_SET: BRIDGE
 JZ2159_STAMPING: N 270 1947
 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 = OCTOBER  6, 2006
 JZ2202 ***********************************************************************
 JZ2202  DESIGNATION -  N 271
 JZ2202  PID         -  JZ2202
 JZ2202  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2202  USGS QUAD   -  ELIZABETHTOWN (1993)
 JZ2202
 JZ2202                         *CURRENT SURVEY CONTROL
 JZ2202  ___________________________________________________________________
 JZ2202* NAD 83(1986)-  39 08 02.     (N)    085 48 55.     (W)     SCALED    
 JZ2202* NAVD 88     -       196.305  (meters)     644.04   (feet)  ADJUSTED  
 JZ2202  ___________________________________________________________________
 JZ2202  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JZ2202  DYNAMIC HT  -         196.184 (meters)     643.65  (feet)  COMP
 JZ2202  MODELED GRAV-     980,003.7   (mgal)                       NAVD 88
 JZ2202
 JZ2202  VERT ORDER  -  SECOND    CLASS 0
 JZ2202
 JZ2202.The horizontal coordinates were scaled from a topographic map and have
 JZ2202.an estimated accuracy of +/- 6 seconds.
 JZ2202
 JZ2202.The orthometric height was determined by differential leveling
 JZ2202.and adjusted by the National Geodetic Survey in June 1991..
 JZ2202
 JZ2202.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2202.See file dsdata.txt to determine how the superseded data were derived.
 JZ2202
 JZ2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ023323(NAD 83)
 JZ2202_MARKER: DB = BENCH MARK DISK
 JZ2202_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2202_SP_SET: BUILDING
 JZ2202_STAMPING: N 271 1947
 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 = OCTOBER  6, 2006
 JZ1829 ***********************************************************************
 JZ1829  DESIGNATION -  N 272
 JZ1829  PID         -  JZ1829
 JZ1829  STATE/COUNTY-  IN/FRANKLIN
 JZ1829  USGS QUAD   -  BATESVILLE (1993)
 JZ1829
 JZ1829                         *CURRENT SURVEY CONTROL
 JZ1829  ___________________________________________________________________
 JZ1829* NAD 83(1986)-  39 17 55.     (N)    085 14 28.     (W)     SCALED    
 JZ1829* NAVD 88     -       290.447  (meters)     952.91   (feet)  ADJUSTED  
 JZ1829  ___________________________________________________________________
 JZ1829  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ1829  DYNAMIC HT  -         290.265 (meters)     952.31  (feet)  COMP
 JZ1829  MODELED GRAV-     979,994.4   (mgal)                       NAVD 88
 JZ1829
 JZ1829  VERT ORDER  -  FIRST     CLASS II
 JZ1829
 JZ1829.The horizontal coordinates were scaled from a topographic map and have
 JZ1829.an estimated accuracy of +/- 6 seconds.
 JZ1829
 JZ1829.The orthometric height was determined by differential leveling
 JZ1829.and adjusted by the National Geodetic Survey in June 1991..
 JZ1829
 JZ1829.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1829.See file dsdata.txt to determine how the superseded data were derived.
 JZ1829
 JZ1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ516513(NAD 83)
 JZ1829_MARKER: DB = BENCH MARK DISK
 JZ1829_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1829_SP_SET: BRIDGE
 JZ1829_STAMPING: N 272 1947
 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 = OCTOBER  6, 2006
 JZ0601 ***********************************************************************
 JZ0601  DESIGNATION -  N 273
 JZ0601  PID         -  JZ0601
 JZ0601  STATE/COUNTY-  IN/FRANKLIN
 JZ0601  USGS QUAD   -  CEDAR GROVE (1994)
 JZ0601
 JZ0601                         *CURRENT SURVEY CONTROL
 JZ0601  ___________________________________________________________________
 JZ0601* NAD 83(1986)-  39 18 24.     (N)    084 57 26.     (W)     SCALED    
 JZ0601* NAVD 88     -       304.535  (meters)     999.13   (feet)  ADJUSTED  
 JZ0601  ___________________________________________________________________
 JZ0601  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JZ0601  DYNAMIC HT  -         304.347 (meters)     998.51  (feet)  COMP
 JZ0601  MODELED GRAV-     980,002.5   (mgal)                       NAVD 88
 JZ0601
 JZ0601  VERT ORDER  -  SECOND    CLASS 0
 JZ0601
 JZ0601.The horizontal coordinates were scaled from a topographic map and have
 JZ0601.an estimated accuracy of +/- 6 seconds.
 JZ0601
 JZ0601.The orthometric height was determined by differential leveling
 JZ0601.and adjusted by the National Geodetic Survey in June 1991..
 JZ0601
 JZ0601.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0601.See file dsdata.txt to determine how the superseded data were derived.
 JZ0601
 JZ0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ761527(NAD 83)
 JZ0601_MARKER: DB = BENCH MARK DISK
 JZ0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0601_STAMPING: N 273 1947
 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 = OCTOBER  6, 2006
 JZ1269 ***********************************************************************
 JZ1269  DESIGNATION -  N 274
 JZ1269  PID         -  JZ1269
 JZ1269  STATE/COUNTY-  IN/UNION
 JZ1269  USGS QUAD   -  COLLEGE CORNER (1992)
 JZ1269
 JZ1269                         *CURRENT SURVEY CONTROL
 JZ1269  ___________________________________________________________________
 JZ1269* NAD 83(1986)-  39 33 23.     (N)    084 51 10.     (W)     SCALED    
 JZ1269* NAVD 88     -       304.087  (meters)     997.66   (feet)  ADJUSTED  
 JZ1269  ___________________________________________________________________
 JZ1269  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JZ1269  DYNAMIC HT  -         303.913 (meters)     997.09  (feet)  COMP
 JZ1269  MODELED GRAV-     980,043.2   (mgal)                       NAVD 88
 JZ1269
 JZ1269  VERT ORDER  -  SECOND    CLASS 0
 JZ1269
 JZ1269.The horizontal coordinates were scaled from a topographic map and have
 JZ1269.an estimated accuracy of +/- 6 seconds.
 JZ1269
 JZ1269.The orthometric height was determined by differential leveling
 JZ1269.and adjusted by the National Geodetic Survey in June 1991..
 JZ1269
 JZ1269.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1269.See file dsdata.txt to determine how the superseded data were derived.
 JZ1269
 JZ1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ844807(NAD 83)
 JZ1269_MARKER: DB = BENCH MARK DISK
 JZ1269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1269_SP_SET: CULVERT
 JZ1269_STAMPING: N 274 1947
 JZ1269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 HB0090 ***********************************************************************
 HB0090  DESIGNATION -  N 275
 HB0090  PID         -  HB0090
 HB0090  STATE/COUNTY-  IN/POSEY
 HB0090  USGS QUAD   -  EMMA (1978)
 HB0090
 HB0090                         *CURRENT SURVEY CONTROL
 HB0090  ___________________________________________________________________
 HB0090* NAD 83(1986)-  37 54 23.     (N)    088 00 36.     (W)     SCALED    
 HB0090* NAVD 88     -       110.571  (meters)     362.76   (feet)  ADJUSTED  
 HB0090  ___________________________________________________________________
 HB0090  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 HB0090  DYNAMIC HT  -         110.496 (meters)     362.52  (feet)  COMP
 HB0090  MODELED GRAV-     979,947.5   (mgal)                       NAVD 88
 HB0090
 HB0090  VERT ORDER  -  FIRST     CLASS II
 HB0090
 HB0090.The horizontal coordinates were scaled from a topographic map and have
 HB0090.an estimated accuracy of +/- 6 seconds.
 HB0090
 HB0090.The orthometric height was determined by differential leveling
 HB0090.and adjusted by the National Geodetic Survey in June 1991..
 HB0090
 HB0090.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HB0090
 HB0090  NGVD 29 (??/??/??)  110.680  (m)          363.12   (f) ADJUSTED    1 2
 HB0090
 HB0090.Superseded values are not recommended for survey control.
 HB0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0090.See file dsdata.txt to determine how the superseded data were derived.
 HB0090
 HB0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG112959(NAD 83)
 HB0090_MARKER: DB = BENCH MARK DISK
 HB0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0090_STAMPING: N 275 1954
 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 = OCTOBER  6, 2006
 JZ1604 ***********************************************************************
 JZ1604  DESIGNATION -  N 276
 JZ1604  PID         -  JZ1604
 JZ1604  STATE/COUNTY-  IN/FAYETTE
 JZ1604  USGS QUAD   -  CONNERSVILLE (1972)
 JZ1604
 JZ1604                         *CURRENT SURVEY CONTROL
 JZ1604  ___________________________________________________________________
 JZ1604* NAD 83(1986)-  39 42 03.     (N)    085 10 48.     (W)     SCALED    
 JZ1604* NAVD 88     -       302.074  (meters)     991.05   (feet)  ADJUSTED  
 JZ1604  ___________________________________________________________________
 JZ1604  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JZ1604  DYNAMIC HT  -         301.897 (meters)     990.47  (feet)  COMP
 JZ1604  MODELED GRAV-     980,033.1   (mgal)                       NAVD 88
 JZ1604
 JZ1604  VERT ORDER  -  SECOND    CLASS 0
 JZ1604
 JZ1604.The horizontal coordinates were scaled from a topographic map and have
 JZ1604.an estimated accuracy of +/- 6 seconds.
 JZ1604
 JZ1604.The orthometric height was determined by differential leveling
 JZ1604.and adjusted by the National Geodetic Survey in June 1991..
 JZ1604
 JZ1604.The geoid height was determined by GEOID03.
 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     -   494,420.      141,740.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1604.See file dsdata.txt to determine how the superseded data were derived.
 JZ1604
 JZ1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ560961(NAD 83)
 JZ1604_MARKER: DB = BENCH MARK DISK
 JZ1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1604_STAMPING: M 276 1947
 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 = OCTOBER  6, 2006
 JZ1294 ***********************************************************************
 JZ1294  DESIGNATION -  N 277
 JZ1294  PID         -  JZ1294
 JZ1294  STATE/COUNTY-  IN/WAYNE
 JZ1294  USGS QUAD   -  FAIRHAVEN (1960)
 JZ1294
 JZ1294                         *CURRENT SURVEY CONTROL
 JZ1294  ___________________________________________________________________
 JZ1294* NAD 83(1986)-  39 43 36.     (N)    084 51 06.     (W)     SCALED    
 JZ1294* NAVD 88     -       344.822  (meters)    1131.30   (feet)  ADJUSTED  
 JZ1294  ___________________________________________________________________
 JZ1294  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JZ1294  DYNAMIC HT  -         344.619 (meters)    1130.64  (feet)  COMP
 JZ1294  MODELED GRAV-     980,026.6   (mgal)                       NAVD 88
 JZ1294
 JZ1294  VERT ORDER  -  SECOND    CLASS 0
 JZ1294
 JZ1294.The horizontal coordinates were scaled from a topographic map and have
 JZ1294.an estimated accuracy of +/- 6 seconds.
 JZ1294
 JZ1294.The orthometric height was determined by differential leveling
 JZ1294.and adjusted by the National Geodetic Survey in June 1991..
 JZ1294
 JZ1294.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1294.See file dsdata.txt to determine how the superseded data were derived.
 JZ1294
 JZ1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ841996(NAD 83)
 JZ1294_MARKER: DB = BENCH MARK DISK
 JZ1294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1294_SP_SET: CULVERT
 JZ1294_STAMPING: N 277 1947
 JZ1294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 HZ1310 ***********************************************************************
 HZ1310  DESIGNATION -  N 278
 HZ1310  PID         -  HZ1310
 HZ1310  STATE/COUNTY-  IN/CLARK
 HZ1310  USGS QUAD   -  BORDEN (1993)
 HZ1310
 HZ1310                         *CURRENT SURVEY CONTROL
 HZ1310  ___________________________________________________________________
 HZ1310* NAD 83(1986)-  38 26 55.     (N)    085 52 39.     (W)     SCALED    
 HZ1310* NAVD 88     -       156.701  (meters)     514.11   (feet)  ADJUSTED  
 HZ1310  ___________________________________________________________________
 HZ1310  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 HZ1310  DYNAMIC HT  -         156.596 (meters)     513.77  (feet)  COMP
 HZ1310  MODELED GRAV-     979,958.2   (mgal)                       NAVD 88
 HZ1310
 HZ1310  VERT ORDER  -  FIRST     CLASS II
 HZ1310
 HZ1310.The horizontal coordinates were scaled from a topographic map and have
 HZ1310.an estimated accuracy of +/- 6 seconds.
 HZ1310
 HZ1310.The orthometric height was determined by differential leveling
 HZ1310.and adjusted by the National Geodetic Survey in June 1991..
 HZ1310
 HZ1310.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1310.See file dsdata.txt to determine how the superseded data were derived.
 HZ1310
 HZ1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH979561(NAD 83)
 HZ1310_MARKER: DB = BENCH MARK DISK
 HZ1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1310_STAMPING: N 278 1949
 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 = OCTOBER  6, 2006
 JA0184 ***********************************************************************
 JA0184  DESIGNATION -  N 279
 JA0184  PID         -  JA0184
 JA0184  STATE/COUNTY-  IN/WASHINGTON
 JA0184  USGS QUAD   -  CAMPBELLSBURG (1970)
 JA0184
 JA0184                         *CURRENT SURVEY CONTROL
 JA0184  ___________________________________________________________________
 JA0184* NAD 83(1986)-  38 39 15.     (N)    086 16 04.     (W)     SCALED    
 JA0184* NAVD 88     -       251.586  (meters)     825.41   (feet)  ADJUSTED  
 JA0184  ___________________________________________________________________
 JA0184  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JA0184  DYNAMIC HT  -         251.419 (meters)     824.86  (feet)  COMP
 JA0184  MODELED GRAV-     979,959.9   (mgal)                       NAVD 88
 JA0184
 JA0184  VERT ORDER  -  FIRST     CLASS II
 JA0184
 JA0184.The horizontal coordinates were scaled from a topographic map and have
 JA0184.an estimated accuracy of +/- 6 seconds.
 JA0184
 JA0184.The orthometric height was determined by differential leveling
 JA0184.and adjusted by the National Geodetic Survey in June 1991..
 JA0184
 JA0184.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0184.See file dsdata.txt to determine how the superseded data were derived.
 JA0184
 JA0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH637786(NAD 83)
 JA0184_MARKER: DB = BENCH MARK DISK
 JA0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0184_STAMPING: N 279 1949
 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 = OCTOBER  6, 2006
 LB1097 ***********************************************************************
 LB1097  DESIGNATION -  N 28
 LB1097  PID         -  LB1097
 LB1097  STATE/COUNTY-  IN/WHITE
 LB1097  USGS QUAD   -  IDAVILLE (1977)
 LB1097
 LB1097                         *CURRENT SURVEY CONTROL
 LB1097  ___________________________________________________________________
 LB1097* NAD 83(1986)-  40 45 16.     (N)    086 41 14.     (W)     SCALED    
 LB1097* NAVD 88     -       207.776  (meters)     681.68   (feet)  ADJUSTED  
 LB1097  ___________________________________________________________________
 LB1097  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 LB1097  DYNAMIC HT  -         207.680 (meters)     681.36  (feet)  COMP
 LB1097  MODELED GRAV-     980,158.0   (mgal)                       NAVD 88
 LB1097
 LB1097  VERT ORDER  -  SECOND    CLASS 0
 LB1097
 LB1097.The horizontal coordinates were scaled from a topographic map and have
 LB1097.an estimated accuracy of +/- 6 seconds.
 LB1097
 LB1097.The orthometric height was determined by differential leveling
 LB1097.and adjusted by the National Geodetic Survey in June 1991..
 LB1097
 LB1097.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1097.See file dsdata.txt to determine how the superseded data were derived.
 LB1097
 LB1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL264115(NAD 83)
 LB1097_MARKER: DB = BENCH MARK DISK
 LB1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1097_STAMPING: N 28 1934
 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             NGS
 LB1097
 LB1097                          STATION DESCRIPTION
 LB1097
 LB1097'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0401 ***********************************************************************
 KA0401  DESIGNATION -  N 280
 KA0401  PID         -  KA0401
 KA0401  STATE/COUNTY-  IN/GREENE
 KA0401  USGS QUAD   -  SOLSBERRY (1983)
 KA0401
 KA0401                         *CURRENT SURVEY CONTROL
 KA0401  ___________________________________________________________________
 KA0401* NAD 83(1986)-  39 01 07.     (N)    086 46 28.     (W)     SCALED    
 KA0401* NAVD 88     -       232.417  (meters)     762.52   (feet)  ADJUSTED  
 KA0401  ___________________________________________________________________
 KA0401  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KA0401  DYNAMIC HT  -         232.272 (meters)     762.05  (feet)  COMP
 KA0401  MODELED GRAV-     979,997.0   (mgal)                       NAVD 88
 KA0401
 KA0401  VERT ORDER  -  FIRST     CLASS II
 KA0401
 KA0401.The horizontal coordinates were scaled from a topographic map and have
 KA0401.an estimated accuracy of +/- 6 seconds.
 KA0401
 KA0401.The orthometric height was determined by differential leveling
 KA0401.and adjusted by the National Geodetic Survey in June 1991..
 KA0401
 KA0401.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0401.See file dsdata.txt to determine how the superseded data were derived.
 KA0401
 KA0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ195188(NAD 83)
 KA0401_MARKER: DB = BENCH MARK DISK
 KA0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0401_STAMPING: N 280 1949
 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 = OCTOBER  6, 2006
 JA0122 ***********************************************************************
 JA0122  DESIGNATION -  N 281
 JA0122  PID         -  JA0122
 JA0122  STATE/COUNTY-  IN/LAWRENCE
 JA0122  USGS QUAD   -  BEDFORD EAST (1978)
 JA0122
 JA0122                         *CURRENT SURVEY CONTROL
 JA0122  ___________________________________________________________________
 JA0122* NAD 83(1986)-  38 50 58.     (N)    086 29 55.     (W)     SCALED    
 JA0122* NAVD 88     -       205.774  (meters)     675.11   (feet)  ADJUSTED  
 JA0122  ___________________________________________________________________
 JA0122  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JA0122  DYNAMIC HT  -         205.646 (meters)     674.69  (feet)  COMP
 JA0122  MODELED GRAV-     979,999.3   (mgal)                       NAVD 88
 JA0122
 JA0122  VERT ORDER  -  FIRST     CLASS II
 JA0122
 JA0122.The horizontal coordinates were scaled from a topographic map and have
 JA0122.an estimated accuracy of +/- 6 seconds.
 JA0122
 JA0122.The orthometric height was determined by differential leveling
 JA0122.and adjusted by the National Geodetic Survey in June 1991..
 JA0122
 JA0122.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0122.See file dsdata.txt to determine how the superseded data were derived.
 JA0122
 JA0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ435001(NAD 83)
 JA0122_MARKER: DB = BENCH MARK DISK
 JA0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0122_STAMPING: N 281 1949
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1967
 JA0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0195 ***********************************************************************
 JB0195  DESIGNATION -  N 282
 JB0195  PID         -  JB0195
 JB0195  STATE/COUNTY-  IN/POSEY
 JB0195  USGS QUAD   -  MAUNIE (1974)
 JB0195
 JB0195                         *CURRENT SURVEY CONTROL
 JB0195  ___________________________________________________________________
 JB0195* NAD 83(1986)-  38 01 05.     (N)    088 00 17.     (W)     SCALED    
 JB0195* NAVD 88     -       111.685  (meters)     366.42   (feet)  ADJUSTED  
 JB0195  ___________________________________________________________________
 JB0195  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 JB0195  DYNAMIC HT  -         111.609 (meters)     366.17  (feet)  COMP
 JB0195  MODELED GRAV-     979,951.4   (mgal)                       NAVD 88
 JB0195
 JB0195  VERT ORDER  -  FIRST     CLASS II
 JB0195
 JB0195.The horizontal coordinates were scaled from a topographic map and have
 JB0195.an estimated accuracy of +/- 6 seconds.
 JB0195
 JB0195.The orthometric height was determined by differential leveling
 JB0195.and adjusted by the National Geodetic Survey in June 1991..
 JB0195
 JB0195.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0195.See file dsdata.txt to determine how the superseded data were derived.
 JB0195
 JB0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH118082(NAD 83)
 JB0195_MARKER: DB = BENCH MARK DISK
 JB0195_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0195_SP_SET: BRIDGE
 JB0195_STAMPING: N 282 1954
 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 = OCTOBER  6, 2006
 HA0924 ***********************************************************************
 HA0924  DESIGNATION -  N 283
 HA0924  PID         -  HA0924
 HA0924  STATE/COUNTY-  IN/POSEY
 HA0924  USGS QUAD   -  UNIONTOWN (1981)
 HA0924
 HA0924                         *CURRENT SURVEY CONTROL
 HA0924  ___________________________________________________________________
 HA0924* NAD 83(1986)-  37 49 06.     (N)    087 59 42.     (W)     SCALED    
 HA0924* NAVD 88     -       109.516  (meters)     359.30   (feet)  ADJUSTED  
 HA0924  ___________________________________________________________________
 HA0924  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 HA0924  DYNAMIC HT  -         109.440 (meters)     359.05  (feet)  COMP
 HA0924  MODELED GRAV-     979,940.9   (mgal)                       NAVD 88
 HA0924
 HA0924  VERT ORDER  -  FIRST     CLASS II
 HA0924
 HA0924.The horizontal coordinates were scaled from a topographic map and have
 HA0924.an estimated accuracy of +/- 6 seconds.
 HA0924
 HA0924.The orthometric height was determined by differential leveling
 HA0924.and adjusted by the National Geodetic Survey in June 1991..
 HA0924
 HA0924.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0924.See file dsdata.txt to determine how the superseded data were derived.
 HA0924
 HA0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG124861(NAD 83)
 HA0924_MARKER: DB = BENCH MARK DISK
 HA0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0924_STAMPING: N 283 1954
 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   NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 JA1197 ***********************************************************************
 JA1197  DESIGNATION -  N 284
 JA1197  PID         -  JA1197
 JA1197  STATE/COUNTY-  IN/GIBSON
 JA1197  USGS QUAD   -  NEW HARMONY (1980)
 JA1197
 JA1197                         *CURRENT SURVEY CONTROL
 JA1197  ___________________________________________________________________
 JA1197* NAD 83(1986)-  38 13 54.     (N)    087 57 36.     (W)     SCALED    
 JA1197* NAVD 88     -       113.746  (meters)     373.18   (feet)  ADJUSTED  
 JA1197  ___________________________________________________________________
 JA1197  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 JA1197  DYNAMIC HT  -         113.671 (meters)     372.94  (feet)  COMP
 JA1197  MODELED GRAV-     979,970.6   (mgal)                       NAVD 88
 JA1197
 JA1197  VERT ORDER  -  FIRST     CLASS II
 JA1197
 JA1197.The horizontal coordinates were scaled from a topographic map and have
 JA1197.an estimated accuracy of +/- 6 seconds.
 JA1197
 JA1197.The orthometric height was determined by differential leveling
 JA1197.and adjusted by the National Geodetic Survey in June 1991..
 JA1197
 JA1197.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1197.See file dsdata.txt to determine how the superseded data were derived.
 JA1197
 JA1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH159319(NAD 83)
 JA1197_MARKER: DB = BENCH MARK DISK
 JA1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1197_STAMPING: N 284 1954
 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 = OCTOBER  6, 2006
 JA1158 ***********************************************************************
 JA1158  DESIGNATION -  N 285
 JA1158  PID         -  JA1158
 JA1158  STATE/COUNTY-  IN/KNOX
 JA1158  USGS QUAD   -  EAST MOUNT CARMEL (1989)
 JA1158
 JA1158                         *CURRENT SURVEY CONTROL
 JA1158  ___________________________________________________________________
 JA1158* NAD 83(1986)-  38 27 04.     (N)    087 43 49.     (W)     SCALED    
 JA1158* NAVD 88     -       120.864  (meters)     396.53   (feet)  ADJUSTED  
 JA1158  ___________________________________________________________________
 JA1158  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 JA1158  DYNAMIC HT  -         120.787 (meters)     396.28  (feet)  COMP
 JA1158  MODELED GRAV-     979,995.9   (mgal)                       NAVD 88
 JA1158
 JA1158  VERT ORDER  -  FIRST     CLASS II
 JA1158
 JA1158.The horizontal coordinates were scaled from a topographic map and have
 JA1158.an estimated accuracy of +/- 6 seconds.
 JA1158
 JA1158.The orthometric height was determined by differential leveling
 JA1158.and adjusted by the National Geodetic Survey in June 1991..
 JA1158
 JA1158.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1158.See file dsdata.txt to determine how the superseded data were derived.
 JA1158
 JA1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH362561(NAD 83)
 JA1158_MARKER: DB = BENCH MARK DISK
 JA1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1158_STAMPING: N 285 1954
 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 = OCTOBER  6, 2006
 ME1137 ***********************************************************************
 ME1137  DESIGNATION -  N 286
 ME1137  PID         -  ME1137
 ME1137  STATE/COUNTY-  IN/LAKE
 ME1137  USGS QUAD   -  SCHNEIDER (1992)
 ME1137
 ME1137                         *CURRENT SURVEY CONTROL
 ME1137  ___________________________________________________________________
 ME1137* NAD 83(1986)-  41 13 45.     (N)    087 26 54.     (W)     SCALED    
 ME1137* NAVD 88     -       194.707  (meters)     638.80   (feet)  ADJUSTED  
 ME1137  ___________________________________________________________________
 ME1137  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 ME1137  DYNAMIC HT  -         194.626 (meters)     638.54  (feet)  COMP
 ME1137  MODELED GRAV-     980,201.7   (mgal)                       NAVD 88
 ME1137
 ME1137  VERT ORDER  -  SECOND    CLASS 0
 ME1137
 ME1137.The horizontal coordinates were scaled from a topographic map and have
 ME1137.an estimated accuracy of +/- 6 seconds.
 ME1137
 ME1137.The orthometric height was determined by differential leveling
 ME1137.and adjusted by the National Geodetic Survey in June 1991..
 ME1137
 ME1137.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1137.See file dsdata.txt to determine how the superseded data were derived.
 ME1137
 ME1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL624642(NAD 83)
 ME1137_MARKER: DB = BENCH MARK DISK
 ME1137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1137_SP_SET: ABUTMENT
 ME1137_STAMPING: N 286 1954
 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 = OCTOBER  6, 2006
 ME0706 ***********************************************************************
 ME0706  DESIGNATION -  N 29
 ME0706  PID         -  ME0706
 ME0706  STATE/COUNTY-  IN/PULASKI
 ME0706  USGS QUAD   -  SAN PIERRE (1959)
 ME0706
 ME0706                         *CURRENT SURVEY CONTROL
 ME0706  ___________________________________________________________________
 ME0706* NAD 83(1986)-  41 09 34.     (N)    086 53 23.     (W)     SCALED    
 ME0706* NAVD 88     -       215.345  (meters)     706.51   (feet)  ADJUSTED  
 ME0706  ___________________________________________________________________
 ME0706  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 ME0706  DYNAMIC HT  -         215.252 (meters)     706.21  (feet)  COMP
 ME0706  MODELED GRAV-     980,187.7   (mgal)                       NAVD 88
 ME0706
 ME0706  VERT ORDER  -  SECOND    CLASS 0
 ME0706
 ME0706.The horizontal coordinates were scaled from a topographic map and have
 ME0706.an estimated accuracy of +/- 6 seconds.
 ME0706
 ME0706.The orthometric height was determined by differential leveling
 ME0706.and adjusted by the National Geodetic Survey in June 1991..
 ME0706
 ME0706.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0706.See file dsdata.txt to determine how the superseded data were derived.
 ME0706
 ME0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL092564(NAD 83)
 ME0706_MARKER: DB = BENCH MARK DISK
 ME0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0706_STAMPING: N 29 1934
 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             NGS
 ME0706
 ME0706                          STATION DESCRIPTION
 ME0706
 ME0706'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1297 ***********************************************************************
 JA1297  DESIGNATION -  N 292
 JA1297  PID         -  JA1297
 JA1297  STATE/COUNTY-  IN/KNOX
 JA1297  USGS QUAD   -  HEATHSVILLE (1989)
 JA1297
 JA1297                         *CURRENT SURVEY CONTROL
 JA1297  ___________________________________________________________________
 JA1297* NAD 83(1986)-  38 53 11.     (N)    087 30 06.     (W)     SCALED    
 JA1297* NAVD 88     -       133.875  (meters)     439.22   (feet)  ADJUSTED  
 JA1297  ___________________________________________________________________
 JA1297  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 JA1297  DYNAMIC HT  -         133.794 (meters)     438.96  (feet)  COMP
 JA1297  MODELED GRAV-     980,024.9   (mgal)                       NAVD 88
 JA1297
 JA1297  VERT ORDER  -  FIRST     CLASS II
 JA1297
 JA1297.The horizontal coordinates were scaled from a topographic map and have
 JA1297.an estimated accuracy of +/- 6 seconds.
 JA1297
 JA1297.The orthometric height was determined by differential leveling
 JA1297.and adjusted by the National Geodetic Survey in June 1991..
 JA1297
 JA1297.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1297.See file dsdata.txt to determine how the superseded data were derived.
 JA1297
 JA1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ564042(NAD 83)
 JA1297_MARKER: DB = BENCH MARK DISK
 JA1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1297_STAMPING: N 292 1956
 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 = OCTOBER  6, 2006
 KA1272 ***********************************************************************
 KA1272  DESIGNATION -  N 293
 KA1272  PID         -  KA1272
 KA1272  STATE/COUNTY-  IN/VIGO
 KA1272  USGS QUAD   -  HUTTON (1983)
 KA1272
 KA1272                         *CURRENT SURVEY CONTROL
 KA1272  ___________________________________________________________________
 KA1272* NAD 83(1986)-  39 21 20.     (N)    087 30 59.     (W)     SCALED    
 KA1272* NAVD 88     -       137.377  (meters)     450.71   (feet)  ADJUSTED  
 KA1272  ___________________________________________________________________
 KA1272  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KA1272  DYNAMIC HT  -         137.298 (meters)     450.45  (feet)  COMP
 KA1272  MODELED GRAV-     980,050.7   (mgal)                       NAVD 88
 KA1272
 KA1272  VERT ORDER  -  FIRST     CLASS II
 KA1272
 KA1272.The horizontal coordinates were scaled from a topographic map and have
 KA1272.an estimated accuracy of +/- 6 seconds.
 KA1272
 KA1272.The orthometric height was determined by differential leveling
 KA1272.and adjusted by the National Geodetic Survey in June 1991..
 KA1272
 KA1272.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1272.See file dsdata.txt to determine how the superseded data were derived.
 KA1272
 KA1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ555563(NAD 83)
 KA1272_MARKER: DB = BENCH MARK DISK
 KA1272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1272_SP_SET: BRIDGE
 KA1272_STAMPING: N 293 1956
 KA1272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1272
 KA1272  HISTORY     - Date     Condition        Report By
 KA1272  HISTORY     - 1956     MONUMENTED       CGS
 KA1272  HISTORY     - 1969     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1969
 KA1272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0656 ***********************************************************************
 KA0656  DESIGNATION -  N 3
 KA0656  PID         -  KA0656
 KA0656  STATE/COUNTY-  IN/PUTNAM
 KA0656  USGS QUAD   -  GREENCASTLE (1986)
 KA0656
 KA0656                         *CURRENT SURVEY CONTROL
 KA0656  ___________________________________________________________________
 KA0656* NAD 83(1986)-  39 39 14.     (N)    086 52 03.     (W)     SCALED    
 KA0656* NAVD 88     -       225.081  (meters)     738.45   (feet)  ADJUSTED  
 KA0656  ___________________________________________________________________
 KA0656  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KA0656  DYNAMIC HT  -         224.954 (meters)     738.04  (feet)  COMP
 KA0656  MODELED GRAV-     980,056.6   (mgal)                       NAVD 88
 KA0656
 KA0656  VERT ORDER  -  FIRST     CLASS II
 KA0656
 KA0656.The horizontal coordinates were scaled from a topographic map and have
 KA0656.an estimated accuracy of +/- 6 seconds.
 KA0656
 KA0656.The orthometric height was determined by differential leveling
 KA0656.and adjusted by the National Geodetic Survey in June 1991..
 KA0656
 KA0656.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0656.See file dsdata.txt to determine how the superseded data were derived.
 KA0656
 KA0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ113893(NAD 83)
 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
 KA0656  HISTORY     - Date     Condition        Report By
 KA0656  HISTORY     - UNK      MONUMENTED       CGS
 KA0656  HISTORY     - 1946     GOOD             NGS
 KA0656  HISTORY     - 1985     GOOD             NGS
 KA0656
 KA0656                          STATION DESCRIPTION
 KA0656
 KA0656'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0079 ***********************************************************************
 JA0079  DESIGNATION -  N 309
 JA0079  PID         -  JA0079
 JA0079  STATE/COUNTY-  IN/ORANGE
 JA0079  USGS QUAD   -  MITCHELL (1980)
 JA0079
 JA0079                         *CURRENT SURVEY CONTROL
 JA0079  ___________________________________________________________________
 JA0079* NAD 83(1986)-  38 39 02.     (N)    086 27 10.     (W)     SCALED    
 JA0079* NAVD 88     -       194.966  (meters)     639.65   (feet)  ADJUSTED  
 JA0079  ___________________________________________________________________
 JA0079  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JA0079  DYNAMIC HT  -         194.836 (meters)     639.22  (feet)  COMP
 JA0079  MODELED GRAV-     979,957.4   (mgal)                       NAVD 88
 JA0079
 JA0079  VERT ORDER  -  FIRST     CLASS II
 JA0079
 JA0079.The horizontal coordinates were scaled from a topographic map and have
 JA0079.an estimated accuracy of +/- 6 seconds.
 JA0079
 JA0079.The orthometric height was determined by differential leveling
 JA0079.and adjusted by the National Geodetic Survey in June 1991..
 JA0079
 JA0079.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0079.See file dsdata.txt to determine how the superseded data were derived.
 JA0079
 JA0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH476781(NAD 83)
 JA0079_MARKER: DB = BENCH MARK DISK
 JA0079_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0079_SP_SET: 12 FEET
 JA0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0079
 JA0079  HISTORY     - Date     Condition        Report By
 JA0079  HISTORY     - UNK      MONUMENTED       CGS
 JA0079  HISTORY     - 1965     GOOD             NGS
 JA0079
 JA0079                          STATION DESCRIPTION
 JA0079
 JA0079'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0724 ***********************************************************************
 LB0724  DESIGNATION -  N 31
 LB0724  PID         -  LB0724
 LB0724  STATE/COUNTY-  IN/CLINTON
 LB0724  USGS QUAD   -  MULBERRY (1980)
 LB0724
 LB0724                         *CURRENT SURVEY CONTROL
 LB0724  ___________________________________________________________________
 LB0724* NAD 83(1997)-  40 21 11.09915(N)    086 41 58.59032(W)     ADJUSTED  
 LB0724* NAVD 88     -       229.329  (meters)     752.39   (feet)  ADJUSTED  
 LB0724  ___________________________________________________________________
 LB0724  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 LB0724  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 LB0724  DYNAMIC HT  -         229.211 (meters)     752.00  (feet)  COMP
 LB0724  MODELED GRAV-     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
 LB0724.and adjusted by the National Geodetic Survey in June 1991..
 LB0724.WARNING-Repeat measurements at this control monument indicate possible
 LB0724.vertical movement.
 LB0724
 LB0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB0724
 LB0724.The geoid height was determined by GEOID03.
 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;                    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                          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
 LB0724.Superseded values are not recommended for survey control.
 LB0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0724.See file dsdata.txt to determine how the superseded data were derived.
 LB0724
 LB0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK2550966990(NAD 83)
 LB0724_MARKER: DB = BENCH MARK DISK
 LB0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0724_STAMPING: N 31 1934
 LB0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0724+STABILITY: SURFACE MOTION
 LB0724
 LB0724  HISTORY     - Date     Condition        Report By
 LB0724  HISTORY     - 1948     MONUMENTED       CGS
 LB0724  HISTORY     - 1942     GOOD             NGS
 LB0724  HISTORY     - 20020520 MARK NOT FOUND   INDIV
 LB0724
 LB0724                          STATION DESCRIPTION
 LB0724
 LB0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 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 (1942)
 LB0724
 LB0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 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 = OCTOBER  6, 2006
 JA0374 ***********************************************************************
 JA0374  DESIGNATION -  N 310
 JA0374  PID         -  JA0374
 JA0374  STATE/COUNTY-  IN/ORANGE
 JA0374  USGS QUAD   -  VALEENE (1993)
 JA0374
 JA0374                         *CURRENT SURVEY CONTROL
 JA0374  ___________________________________________________________________
 JA0374* NAD 83(1986)-  38 25 50.     (N)    086 27 21.     (W)     SCALED    
 JA0374* NAVD 88     -       195.688  (meters)     642.02   (feet)  ADJUSTED  
 JA0374  ___________________________________________________________________
 JA0374  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 JA0374  DYNAMIC HT  -         195.550 (meters)     641.57  (feet)  COMP
 JA0374  MODELED GRAV-     979,922.4   (mgal)                       NAVD 88
 JA0374
 JA0374  VERT ORDER  -  FIRST     CLASS II
 JA0374
 JA0374.The horizontal coordinates were scaled from a topographic map and have
 JA0374.an estimated accuracy of +/- 6 seconds.
 JA0374
 JA0374.The orthometric height was determined by differential leveling
 JA0374.and adjusted by the National Geodetic Survey in June 1991..
 JA0374
 JA0374.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0374.See file dsdata.txt to determine how the superseded data were derived.
 JA0374
 JA0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH474537(NAD 83)
 JA0374_MARKER: DB = BENCH MARK DISK
 JA0374_SETTING: 66 = SET IN ROCK OUTCROP
 JA0374_SP_SET: ROCK OUTCROP
 JA0374_STAMPING: N 310 1965
 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 = OCTOBER  6, 2006
 JA0729 ***********************************************************************
 JA0729  DESIGNATION -  N 311
 JA0729  PID         -  JA0729
 JA0729  STATE/COUNTY-  IN/DAVIESS
 JA0729  USGS QUAD   -  LOOGOOTEE (1978)
 JA0729
 JA0729                         *CURRENT SURVEY CONTROL
 JA0729  ___________________________________________________________________
 JA0729* NAD 83(1986)-  38 40 25.     (N)    086 56 15.     (W)     SCALED    
 JA0729* NAVD 88     -       158.348  (meters)     519.51   (feet)  ADJUSTED  
 JA0729  ___________________________________________________________________
 JA0729  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JA0729  DYNAMIC HT  -         158.246 (meters)     519.18  (feet)  COMP
 JA0729  MODELED GRAV-     979,985.8   (mgal)                       NAVD 88
 JA0729
 JA0729  VERT ORDER  -  FIRST     CLASS II
 JA0729
 JA0729.The horizontal coordinates were scaled from a topographic map and have
 JA0729.an estimated accuracy of +/- 6 seconds.
 JA0729
 JA0729.The orthometric height was determined by differential leveling
 JA0729.and adjusted by the National Geodetic Survey in June 1991..
 JA0729
 JA0729.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0729.See file dsdata.txt to determine how the superseded data were derived.
 JA0729
 JA0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH054805(NAD 83)
 JA0729_MARKER: DB = BENCH MARK DISK
 JA0729_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA0729_SP_SET: 32 FEET
 JA0729_STAMPING: N 311 1965
 JA0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0729
 JA0729  HISTORY     - Date     Condition        Report By
 JA0729  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0257 ***********************************************************************
 JA0257  DESIGNATION -  N 312
 JA0257  PID         -  JA0257
 JA0257  STATE/COUNTY-  IN/HARRISON
 JA0257  USGS QUAD   -  DEPAUW (1994)
 JA0257
 JA0257                         *CURRENT SURVEY CONTROL
 JA0257  ___________________________________________________________________
 JA0257* NAD 83(1986)-  38 20 17.     (N)    086 14 08.     (W)     SCALED    
 JA0257* NAVD 88     -       187.497  (meters)     615.15   (feet)  ADJUSTED  
 JA0257  ___________________________________________________________________
 JA0257  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JA0257  DYNAMIC HT  -         187.365 (meters)     614.71  (feet)  COMP
 JA0257  MODELED GRAV-     979,921.6   (mgal)                       NAVD 88
 JA0257
 JA0257  VERT ORDER  -  FIRST     CLASS II
 JA0257
 JA0257.The horizontal coordinates were scaled from a topographic map and have
 JA0257.an estimated accuracy of +/- 6 seconds.
 JA0257
 JA0257.The orthometric height was determined by differential leveling
 JA0257.and adjusted by the National Geodetic Survey in June 1991..
 JA0257
 JA0257.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0257.See file dsdata.txt to determine how the superseded data were derived.
 JA0257
 JA0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH668436(NAD 83)
 JA0257_MARKER: DB = BENCH MARK DISK
 JA0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0257_STAMPING: N 312 1965
 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 = OCTOBER  6, 2006
 HZ1347 ***********************************************************************
 HZ1347  DESIGNATION -  N 313 SHANK
 HZ1347  PID         -  HZ1347
 HZ1347  STATE/COUNTY-  IN/FLOYD
 HZ1347  USGS QUAD   -  GEORGETOWN (1993)
 HZ1347
 HZ1347                         *CURRENT SURVEY CONTROL
 HZ1347  ___________________________________________________________________
 HZ1347* NAD 83(1986)-  38 17 14.     (N)    085 54 16.     (W)     SCALED    
 HZ1347* NAVD 88     -       225.376  (meters)     739.42   (feet)  ADJUSTED  
 HZ1347  ___________________________________________________________________
 HZ1347  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 HZ1347  DYNAMIC HT  -         225.220 (meters)     738.91  (feet)  COMP
 HZ1347  MODELED GRAV-     979,930.8   (mgal)                       NAVD 88
 HZ1347
 HZ1347  VERT ORDER  -  FIRST     CLASS II
 HZ1347
 HZ1347.The horizontal coordinates were scaled from a topographic map and have
 HZ1347.an estimated accuracy of +/- 6 seconds.
 HZ1347
 HZ1347.The orthometric height was determined by differential leveling
 HZ1347.and adjusted by the National Geodetic Survey in June 1991..
 HZ1347
 HZ1347.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1347.See file dsdata.txt to determine how the superseded data were derived.
 HZ1347
 HZ1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH958382(NAD 83)
 HZ1347_MARKER: DB = BENCH MARK DISK
 HZ1347_SETTING: 66 = SET IN ROCK OUTCROP
 HZ1347_SP_SET: ROCK CUT
 HZ1347_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HZ1347+STABILITY: POSITION/ELEVATION WELL
 HZ1347
 HZ1347  HISTORY     - Date     Condition        Report By
 HZ1347  HISTORY     - UNK      MONUMENTED       CGS
 HZ1347  HISTORY     - 1965     GOOD             NGS
 HZ1347
 HZ1347                          STATION DESCRIPTION
 HZ1347
 HZ1347'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0876 ***********************************************************************
 JA0876  DESIGNATION -  N 314
 JA0876  PID         -  JA0876
 JA0876  STATE/COUNTY-  IN/KNOX
 JA0876  USGS QUAD   -  FRITCHTON (1988)
 JA0876
 JA0876                         *CURRENT SURVEY CONTROL
 JA0876  ___________________________________________________________________
 JA0876* NAD 83(1986)-  38 40 46.     (N)    087 24 09.     (W)     SCALED    
 JA0876* NAVD 88     -       150.619  (meters)     494.16   (feet)  ADJUSTED  
 JA0876  ___________________________________________________________________
 JA0876  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 JA0876  DYNAMIC HT  -         150.525 (meters)     493.85  (feet)  COMP
 JA0876  MODELED GRAV-     980,000.8   (mgal)                       NAVD 88
 JA0876
 JA0876  VERT ORDER  -  FIRST     CLASS II
 JA0876
 JA0876.The horizontal coordinates were scaled from a topographic map and have
 JA0876.an estimated accuracy of +/- 6 seconds.
 JA0876
 JA0876.The orthometric height was determined by differential leveling
 JA0876.and adjusted by the National Geodetic Survey in June 1991..
 JA0876
 JA0876.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0876.See file dsdata.txt to determine how the superseded data were derived.
 JA0876
 JA0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH649812(NAD 83)
 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 = OCTOBER  6, 2006
 JA0926 ***********************************************************************
 JA0926  DESIGNATION -  N 315
 JA0926  PID         -  JA0926
 JA0926  STATE/COUNTY-  IN/PIKE
 JA0926  USGS QUAD   -  MONROE CITY (1980)
 JA0926
 JA0926                         *CURRENT SURVEY CONTROL
 JA0926  ___________________________________________________________________
 JA0926* NAD 83(1986)-  38 30 53.     (N)    087 15 52.     (W)     SCALED    
 JA0926* NAVD 88     -       133.764  (meters)     438.86   (feet)  ADJUSTED  
 JA0926  ___________________________________________________________________
 JA0926  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 JA0926  DYNAMIC HT  -         133.677 (meters)     438.57  (feet)  COMP
 JA0926  MODELED GRAV-     979,976.0   (mgal)                       NAVD 88
 JA0926
 JA0926  VERT ORDER  -  FIRST     CLASS II
 JA0926
 JA0926.The horizontal coordinates were scaled from a topographic map and have
 JA0926.an estimated accuracy of +/- 6 seconds.
 JA0926
 JA0926.The orthometric height was determined by differential leveling
 JA0926.and adjusted by the National Geodetic Survey in June 1991..
 JA0926
 JA0926.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0926.See file dsdata.txt to determine how the superseded data were derived.
 JA0926
 JA0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH769629(NAD 83)
 JA0926_MARKER: DB = BENCH MARK DISK
 JA0926_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0926_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA0926_STAMPING: N 315 1965
 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 = OCTOBER  6, 2006
 JA1047 ***********************************************************************
 JA1047  CBN         -  This is a Cooperative Base Network Control Station.
 JA1047  DESIGNATION -  N 316
 JA1047  PID         -  JA1047
 JA1047  STATE/COUNTY-  IN/WARRICK
 JA1047  USGS QUAD   -  ELBERFELD (1988)
 JA1047
 JA1047                         *CURRENT SURVEY CONTROL
 JA1047  ___________________________________________________________________
 JA1047* NAD 83(1997)-  38 09 33.78408(N)    087 26 44.67396(W)     ADJUSTED  
 JA1047* NAVD 88     -       136.814  (meters)     448.86   (feet)  ADJUSTED  
 JA1047  ___________________________________________________________________
 JA1047  X           -     223,789.826 (meters)                     COMP
 JA1047  Y           -  -5,016,611.874 (meters)                     COMP
 JA1047  Z           -   3,919,434.950 (meters)                     COMP
 JA1047  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 JA1047  ELLIP HEIGHT-         105.48  (meters)          (04/10/98) GPS OBS
 JA1047  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JA1047  DYNAMIC HT  -         136.721 (meters)     448.56  (feet)  COMP
 JA1047  MODELED GRAV-     979,951.1   (mgal)                       NAVD 88
 JA1047
 JA1047  HORZ ORDER  -  B
 JA1047  VERT ORDER  -  FIRST     CLASS II
 JA1047  ELLP ORDER  -  FOURTH    CLASS I
 JA1047
 JA1047.The horizontal coordinates were established by GPS observations
 JA1047.and adjusted by the National Geodetic Survey in April 1998..
 JA1047
 JA1047.The orthometric height was determined by differential leveling
 JA1047.and adjusted by the National Geodetic Survey in June 1991..
 JA1047
 JA1047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA1047
 JA1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1047
 JA1047.The ellipsoidal height was determined by GPS observations
 JA1047.and is referenced to NAD 83.
 JA1047
 JA1047.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JA1047;SPC IN W     -   323,246.855   868,238.712   MT  0.99997909   -0 13 26.1
 JA1047;SPC IN W     - 1,060,519.06  2,848,546.51   sFT  0.99997909   -0 13 26.1
 JA1047;UTM  16      - 4,223,593.150   460,949.734   MT  0.99961878   -0 16 31.5
 JA1047
 JA1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1047!SPC IN W     -   0.99998345  x   0.99997909  =   0.99996254
 JA1047!UTM  16      -   0.99998345  x   0.99961878  =   0.99960224
 JA1047
 JA1047                          SUPERSEDED SURVEY CONTROL
 JA1047
 JA1047  NAVD 88 (04/10/98)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1047.See file dsdata.txt to determine how the superseded data were derived.
 JA1047
 JA1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH6095023593(NAD 83)
 JA1047_MARKER: DB = BENCH MARK DISK
 JA1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1047_STAMPING: N 316 1965
 JA1047_MARK LOGO: CGS   
 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 SUITABLE FOR
 JA1047+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1997
 JA1047
 JA1047  HISTORY     - Date     Condition        Report By
 JA1047  HISTORY     - 1965     MONUMENTED       CGS
 JA1047  HISTORY     - 19910131 GOOD             USPSQD
 JA1047  HISTORY     - 19970902 GOOD             SEC
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0609 ***********************************************************************
 JA0609  DESIGNATION -  N 317
 JA0609  PID         -  JA0609
 JA0609  STATE/COUNTY-  IN/SPENCER
 JA0609  USGS QUAD   -  DALE (1980)
 JA0609
 JA0609                         *CURRENT SURVEY CONTROL
 JA0609  ___________________________________________________________________
 JA0609* NAD 83(1986)-  38 09 48.     (N)    086 58 31.     (W)     SCALED    
 JA0609* NAVD 88     -       127.982  (meters)     419.89   (feet)  ADJUSTED  
 JA0609  ___________________________________________________________________
 JA0609  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 JA0609  DYNAMIC HT  -         127.896 (meters)     419.61  (feet)  COMP
 JA0609  MODELED GRAV-     979,955.1   (mgal)                       NAVD 88
 JA0609
 JA0609  VERT ORDER  -  FIRST     CLASS II
 JA0609
 JA0609.The horizontal coordinates were scaled from a topographic map and have
 JA0609.an estimated accuracy of +/- 6 seconds.
 JA0609
 JA0609.The orthometric height was determined by differential leveling
 JA0609.and adjusted by the National Geodetic Survey in June 1991..
 JA0609
 JA0609.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0609.See file dsdata.txt to determine how the superseded data were derived.
 JA0609
 JA0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH021239(NAD 83)
 JA0609_MARKER: DB = BENCH MARK DISK
 JA0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0609_STAMPING: N 317 1965
 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 = OCTOBER  6, 2006
 HA0701 ***********************************************************************
 HA0701  DESIGNATION -  N 318
 HA0701  PID         -  HA0701
 HA0701  STATE/COUNTY-  IN/SPENCER
 HA0701  USGS QUAD   -  ROCKPORT (1982)
 HA0701
 HA0701                         *CURRENT SURVEY CONTROL
 HA0701  ___________________________________________________________________
 HA0701* NAD 83(1986)-  37 54 54.     (N)    087 01 25.     (W)     SCALED    
 HA0701* NAVD 88     -       116.366  (meters)     381.78   (feet)  ADJUSTED  
 HA0701  ___________________________________________________________________
 HA0701  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 HA0701  DYNAMIC HT  -         116.288 (meters)     381.52  (feet)  COMP
 HA0701  MODELED GRAV-     979,956.3   (mgal)                       NAVD 88
 HA0701
 HA0701  VERT ORDER  -  FIRST     CLASS II
 HA0701
 HA0701.The horizontal coordinates were scaled from a topographic map and have
 HA0701.an estimated accuracy of +/- 6 seconds.
 HA0701
 HA0701.The orthometric height was determined by differential leveling
 HA0701.and adjusted by the National Geodetic Survey in June 1991..
 HA0701
 HA0701.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0701.See file dsdata.txt to determine how the superseded data were derived.
 HA0701
 HA0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG979963(NAD 83)
 HA0701_MARKER: DB = BENCH MARK DISK
 HA0701_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0701_SP_SET: CULVERT
 HA0701_STAMPING: N 318 1965
 HA0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0701
 HA0701  HISTORY     - Date     Condition        Report By
 HA0701  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ0797 ***********************************************************************
 HZ0797  DESIGNATION -  N 319
 HZ0797  PID         -  HZ0797
 HZ0797  STATE/COUNTY-  IN/SWITZERLAND
 HZ0797  USGS QUAD   -  PATRIOT (1994)
 HZ0797
 HZ0797                         *CURRENT SURVEY CONTROL
 HZ0797  ___________________________________________________________________
 HZ0797* NAD 83(1986)-  38 51 11.     (N)    084 48 16.     (W)     SCALED    
 HZ0797* NAVD 88     -       142.576  (meters)     467.77   (feet)  ADJUSTED  
 HZ0797  ___________________________________________________________________
 HZ0797  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 HZ0797  DYNAMIC HT  -         142.486 (meters)     467.47  (feet)  COMP
 HZ0797  MODELED GRAV-     979,993.4   (mgal)                       NAVD 88
 HZ0797
 HZ0797  VERT ORDER  -  FIRST     CLASS II
 HZ0797
 HZ0797.The horizontal coordinates were scaled from a topographic map and have
 HZ0797.an estimated accuracy of +/- 6 seconds.
 HZ0797
 HZ0797.The orthometric height was determined by differential leveling
 HZ0797.and adjusted by the National Geodetic Survey in June 1991..
 HZ0797
 HZ0797.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0797.See file dsdata.txt to determine how the superseded data were derived.
 HZ0797
 HZ0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ905027(NAD 83)
 HZ0797_MARKER: DB = BENCH MARK DISK
 HZ0797_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0797_SP_SET: CULVERT
 HZ0797_STAMPING: N 319 1965
 HZ0797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0751 ***********************************************************************
 LB0751  DESIGNATION -  N 32
 LB0751  PID         -  LB0751
 LB0751  STATE/COUNTY-  IN/CLINTON
 LB0751  USGS QUAD   -  COLFAX (1980)
 LB0751
 LB0751                         *CURRENT SURVEY CONTROL
 LB0751  ___________________________________________________________________
 LB0751* NAD 83(1986)-  40 11 39.     (N)    086 39 55.     (W)     SCALED    
 LB0751* NAVD 88     -       257.500  (meters)     844.81   (feet)  ADJUSTED  
 LB0751  ___________________________________________________________________
 LB0751  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 LB0751  DYNAMIC HT  -         257.364 (meters)     844.37  (feet)  COMP
 LB0751  MODELED GRAV-     980,089.2   (mgal)                       NAVD 88
 LB0751
 LB0751  VERT ORDER  -  SECOND    CLASS 0
 LB0751
 LB0751.The horizontal coordinates were scaled from a topographic map and have
 LB0751.an estimated accuracy of +/- 6 seconds.
 LB0751
 LB0751.The orthometric height was determined by differential leveling
 LB0751.and adjusted by the National Geodetic Survey in June 1991..
 LB0751
 LB0751.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0751.See file dsdata.txt to determine how the superseded data were derived.
 LB0751
 LB0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK284493(NAD 83)
 LB0751_MARKER: DB = BENCH MARK DISK
 LB0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0751_STAMPING: N 32 1934
 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             NGS
 LB0751
 LB0751                          STATION DESCRIPTION
 LB0751
 LB0751'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1044 ***********************************************************************
 HZ1044  DESIGNATION -  N 320
 HZ1044  PID         -  HZ1044
 HZ1044  STATE/COUNTY-  IN/JEFFERSON
 HZ1044  USGS QUAD   -  CARROLLTON (1994)
 HZ1044
 HZ1044                         *CURRENT SURVEY CONTROL
 HZ1044  ___________________________________________________________________
 HZ1044* NAD 83(1986)-  38 43 33.     (N)    085 14 07.     (W)     SCALED    
 HZ1044* NAVD 88     -       144.099  (meters)     472.76   (feet)  ADJUSTED  
 HZ1044  ___________________________________________________________________
 HZ1044  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ1044  DYNAMIC HT  -         144.006 (meters)     472.46  (feet)  COMP
 HZ1044  MODELED GRAV-     979,977.4   (mgal)                       NAVD 88
 HZ1044
 HZ1044  VERT ORDER  -  FIRST     CLASS II
 HZ1044
 HZ1044.The horizontal coordinates were scaled from a topographic map and have
 HZ1044.an estimated accuracy of +/- 6 seconds.
 HZ1044
 HZ1044.The orthometric height was determined by differential leveling
 HZ1044.and adjusted by the National Geodetic Survey in June 1991..
 HZ1044
 HZ1044.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1044.See file dsdata.txt to determine how the superseded data were derived.
 HZ1044
 HZ1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH534878(NAD 83)
 HZ1044_MARKER: DB = BENCH MARK DISK
 HZ1044_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HZ1044_SP_SET: 15 FEET
 HZ1044_STAMPING: N 320 1965
 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 = OCTOBER  6, 2006
 HZ1705 ***********************************************************************
 HZ1705  DESIGNATION -  N 321
 HZ1705  PID         -  HZ1705
 HZ1705  STATE/COUNTY-  IN/JEFFERSON
 HZ1705  USGS QUAD   -  KENT (1994)
 HZ1705
 HZ1705                         *CURRENT SURVEY CONTROL
 HZ1705  ___________________________________________________________________
 HZ1705* NAD 83(1986)-  38 40 57.     (N)    085 31 33.     (W)     SCALED    
 HZ1705* NAVD 88     -       237.525  (meters)     779.28   (feet)  ADJUSTED  
 HZ1705  ___________________________________________________________________
 HZ1705  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HZ1705  DYNAMIC HT  -         237.368 (meters)     778.76  (feet)  COMP
 HZ1705  MODELED GRAV-     979,959.0   (mgal)                       NAVD 88
 HZ1705
 HZ1705  VERT ORDER  -  FIRST     CLASS II
 HZ1705
 HZ1705.The horizontal coordinates were scaled from a topographic map and have
 HZ1705.an estimated accuracy of +/- 6 seconds.
 HZ1705
 HZ1705.The orthometric height was determined by differential leveling
 HZ1705.and adjusted by the National Geodetic Survey in June 1991..
 HZ1705
 HZ1705.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 HZ1705;SPC IN E     -   381,260.      112,250.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1705.See file dsdata.txt to determine how the superseded data were derived.
 HZ1705
 HZ1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH282825(NAD 83)
 HZ1705_MARKER: DB = BENCH MARK DISK
 HZ1705_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1705_SP_SET: CULVERT
 HZ1705_STAMPING: N 321 1965
 HZ1705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1705
 HZ1705  HISTORY     - Date     Condition        Report By
 HZ1705  HISTORY     - 1965     MONUMENTED       CGS
 HZ1705  HISTORY     - 1977     GOOD             LOCSUR
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1627 ***********************************************************************
 HZ1627  DESIGNATION -  N 322
 HZ1627  PID         -  HZ1627
 HZ1627  STATE/COUNTY-  IN/CLARK
 HZ1627  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ1627
 HZ1627                         *CURRENT SURVEY CONTROL
 HZ1627  ___________________________________________________________________
 HZ1627* NAD 83(1986)-  38 19 28.     (N)    085 39 46.     (W)     SCALED    
 HZ1627* NAVD 88     -       139.970  (meters)     459.22   (feet)  ADJUSTED  
 HZ1627  ___________________________________________________________________
 HZ1627  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 HZ1627  DYNAMIC HT  -         139.876 (meters)     458.91  (feet)  COMP
 HZ1627  MODELED GRAV-     979,957.4   (mgal)                       NAVD 88
 HZ1627
 HZ1627  VERT ORDER  -  FIRST     CLASS II
 HZ1627
 HZ1627.The horizontal coordinates were scaled from a topographic map and have
 HZ1627.an estimated accuracy of +/- 6 seconds.
 HZ1627
 HZ1627.The orthometric height was determined by differential leveling
 HZ1627.and adjusted by the National Geodetic Survey in June 1991..
 HZ1627
 HZ1627.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1627.See file dsdata.txt to determine how the superseded data were derived.
 HZ1627
 HZ1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH168426(NAD 83)
 HZ1627_MARKER: DB = BENCH MARK DISK
 HZ1627_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HZ1627_SP_SET: 20 FEET
 HZ1627_STAMPING: N 322 1965
 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 = OCTOBER  6, 2006
 HZ1587 ***********************************************************************
 HZ1587  DESIGNATION -  N 323
 HZ1587  PID         -  HZ1587
 HZ1587  STATE/COUNTY-  IN/HARRISON
 HZ1587  USGS QUAD   -  KOSMOSDALE (1994)
 HZ1587
 HZ1587                         *CURRENT SURVEY CONTROL
 HZ1587  ___________________________________________________________________
 HZ1587* NAD 83(1986)-  38 06 54.     (N)    085 54 35.     (W)     SCALED    
 HZ1587* NAVD 88     -       131.104  (meters)     430.13   (feet)  ADJUSTED  
 HZ1587  ___________________________________________________________________
 HZ1587  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 HZ1587  DYNAMIC HT  -         131.014 (meters)     429.84  (feet)  COMP
 HZ1587  MODELED GRAV-     979,944.0   (mgal)                       NAVD 88
 HZ1587
 HZ1587  VERT ORDER  -  FIRST     CLASS II
 HZ1587
 HZ1587.The horizontal coordinates were scaled from a topographic map and have
 HZ1587.an estimated accuracy of +/- 6 seconds.
 HZ1587
 HZ1587.The orthometric height was determined by differential leveling
 HZ1587.and adjusted by the National Geodetic Survey in June 1991..
 HZ1587
 HZ1587.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1587.See file dsdata.txt to determine how the superseded data were derived.
 HZ1587
 HZ1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH955191(NAD 83)
 HZ1587_MARKER: DB = BENCH MARK DISK
 HZ1587_SETTING: 66 = SET IN ROCK OUTCROP
 HZ1587_SP_SET: ROCK OUTCROP
 HZ1587_STAMPING: N 323 1965
 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 = OCTOBER  6, 2006
 JA0472 ***********************************************************************
 JA0472  DESIGNATION -  N 324
 JA0472  PID         -  JA0472
 JA0472  STATE/COUNTY-  IN/HARRISON
 JA0472  USGS QUAD   -  NEW AMSTERDAM (1978)
 JA0472
 JA0472                         *CURRENT SURVEY CONTROL
 JA0472  ___________________________________________________________________
 JA0472* NAD 83(1986)-  38 03 42.     (N)    086 15 43.     (W)     SCALED    
 JA0472* NAVD 88     -       130.887  (meters)     429.42   (feet)  ADJUSTED  
 JA0472  ___________________________________________________________________
 JA0472  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JA0472  DYNAMIC HT  -         130.795 (meters)     429.12  (feet)  COMP
 JA0472  MODELED GRAV-     979,922.6   (mgal)                       NAVD 88
 JA0472
 JA0472  VERT ORDER  -  FIRST     CLASS II
 JA0472
 JA0472.The horizontal coordinates were scaled from a topographic map and have
 JA0472.an estimated accuracy of +/- 6 seconds.
 JA0472
 JA0472.The orthometric height was determined by differential leveling
 JA0472.and adjusted by the National Geodetic Survey in June 1991..
 JA0472
 JA0472.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0472.See file dsdata.txt to determine how the superseded data were derived.
 JA0472
 JA0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH647129(NAD 83)
 JA0472_MARKER: DB = BENCH MARK DISK
 JA0472_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0472_SP_SET: BRIDGE
 JA0472_STAMPING: N 324 1965
 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 = OCTOBER  6, 2006
 HA1098 ***********************************************************************
 HA1098  FBN         -  This is a Federal Base Network Control Station.
 HA1098  DESIGNATION -  N 325
 HA1098  PID         -  HA1098
 HA1098  STATE/COUNTY-  IN/VANDERBURGH
 HA1098  USGS QUAD   -  WEST FRANKLIN (1981)
 HA1098
 HA1098                         *CURRENT SURVEY CONTROL
 HA1098  ___________________________________________________________________
 HA1098* NAD 83(1997)-  37 56 47.44031(N)    087 40 31.03989(W)     ADJUSTED  
 HA1098* NAVD 88     -       150.321  (meters)     493.18   (feet)  ADJUSTED  
 HA1098  ___________________________________________________________________
 HA1098  X           -     204,281.083 (meters)                     COMP
 HA1098  Y           -  -5,032,031.800 (meters)                     COMP
 HA1098  Z           -   3,900,837.312 (meters)                     COMP
 HA1098  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 HA1098  ELLIP HEIGHT-         119.53  (meters)          (04/10/98) GPS OBS
 HA1098  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HA1098  DYNAMIC HT  -         150.216 (meters)     492.83  (feet)  COMP
 HA1098  MODELED GRAV-     979,933.2   (mgal)                       NAVD 88
 HA1098
 HA1098  HORZ ORDER  -  B
 HA1098  VERT ORDER  -  FIRST     CLASS II
 HA1098  ELLP ORDER  -  FOURTH    CLASS I
 HA1098
 HA1098.The horizontal coordinates were established by GPS observations
 HA1098.and adjusted by the National Geodetic Survey in April 1998..
 HA1098
 HA1098.The orthometric height was determined by differential leveling
 HA1098.and adjusted by the National Geodetic Survey in June 1991..
 HA1098
 HA1098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HA1098
 HA1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1098
 HA1098.The ellipsoidal height was determined by GPS observations
 HA1098.and is referenced to NAD 83.
 HA1098
 HA1098.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 HA1098;SPC IN W     -   299,722.461   847,970.854   MT  0.99999999   -0 21 50.5
 HA1098;SPC IN W     -   983,339.44  2,782,051.04   sFT  0.99999999   -0 21 50.5
 HA1098;UTM  16      - 4,200,095.363   440,668.067   MT  0.99964336   -0 24 55.0
 HA1098
 HA1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1098!SPC IN W     -   0.99998124  x   0.99999999  =   0.99998123
 HA1098!UTM  16      -   0.99998124  x   0.99964336  =   0.99962461
 HA1098
 HA1098                          SUPERSEDED SURVEY CONTROL
 HA1098
 HA1098  NAVD 88 (04/10/98)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1098.See file dsdata.txt to determine how the superseded data were derived.
 HA1098
 HA1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4066800095(NAD 83)
 HA1098_MARKER: DB = BENCH MARK DISK
 HA1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA1098_STAMPING: N 325 1965
 HA1098_MARK LOGO: CGS   
 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 - July 08, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA0746 ***********************************************************************
 HA0746  DESIGNATION -  N 326
 HA0746  PID         -  HA0746
 HA0746  STATE/COUNTY-  IN/WARRICK
 HA0746  USGS QUAD   -  YANKEETOWN (1983)
 HA0746
 HA0746                         *CURRENT SURVEY CONTROL
 HA0746  ___________________________________________________________________
 HA0746* NAD 83(1986)-  37 54 50.     (N)    087 17 49.     (W)     SCALED    
 HA0746* NAVD 88     -       142.088  (meters)     466.17   (feet)  ADJUSTED  
 HA0746  ___________________________________________________________________
 HA0746  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HA0746  DYNAMIC HT  -         141.990 (meters)     465.85  (feet)  COMP
 HA0746  MODELED GRAV-     979,939.2   (mgal)                       NAVD 88
 HA0746
 HA0746  VERT ORDER  -  FIRST     CLASS II
 HA0746
 HA0746.The horizontal coordinates were scaled from a topographic map and have
 HA0746.an estimated accuracy of +/- 6 seconds.
 HA0746
 HA0746.The orthometric height was determined by differential leveling
 HA0746.and adjusted by the National Geodetic Survey in June 1991..
 HA0746
 HA0746.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0746.See file dsdata.txt to determine how the superseded data were derived.
 HA0746
 HA0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG738963(NAD 83)
 HA0746_MARKER: DB = BENCH MARK DISK
 HA0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0746_STAMPING: N 326 1965
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0516 ***********************************************************************
 JA0516  DESIGNATION -  N 327
 JA0516  PID         -  JA0516
 JA0516  STATE/COUNTY-  IN/PERRY
 JA0516  USGS QUAD   -  ALTON (1993)
 JA0516
 JA0516                         *CURRENT SURVEY CONTROL
 JA0516  ___________________________________________________________________
 JA0516* NAD 83(1986)-  38 03 02.     (N)    086 29 48.     (W)     SCALED    
 JA0516* NAVD 88     -       121.328  (meters)     398.06   (feet)  ADJUSTED  
 JA0516  ___________________________________________________________________
 JA0516  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JA0516  DYNAMIC HT  -         121.240 (meters)     397.77  (feet)  COMP
 JA0516  MODELED GRAV-     979,907.1   (mgal)                       NAVD 88
 JA0516
 JA0516  VERT ORDER  -  FIRST     CLASS II
 JA0516
 JA0516.The horizontal coordinates were scaled from a topographic map and have
 JA0516.an estimated accuracy of +/- 6 seconds.
 JA0516
 JA0516.The orthometric height was determined by differential leveling
 JA0516.and adjusted by the National Geodetic Survey in June 1991..
 JA0516
 JA0516.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0516.See file dsdata.txt to determine how the superseded data were derived.
 JA0516
 JA0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH441115(NAD 83)
 JA0516_MARKER: DB = BENCH MARK DISK
 JA0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0516_STAMPING: N 327 1965
 JA0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0516+STABILITY: SURFACE MOTION
 JA0516
 JA0516  HISTORY     - Date     Condition        Report By
 JA0516  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0563 ***********************************************************************
 JA0563  DESIGNATION -  N 328
 JA0563  PID         -  JA0563
 JA0563  STATE/COUNTY-  IN/DUBOIS
 JA0563  USGS QUAD   -  SAINT ANTHONY (1990)
 JA0563
 JA0563                         *CURRENT SURVEY CONTROL
 JA0563  ___________________________________________________________________
 JA0563* NAD 83(1986)-  38 18 09.     (N)    086 48 57.     (W)     SCALED    
 JA0563* NAVD 88     -       148.934  (meters)     488.63   (feet)  ADJUSTED  
 JA0563  ___________________________________________________________________
 JA0563  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JA0563  DYNAMIC HT  -         148.833 (meters)     488.30  (feet)  COMP
 JA0563  MODELED GRAV-     979,944.5   (mgal)                       NAVD 88
 JA0563
 JA0563  VERT ORDER  -  FIRST     CLASS II
 JA0563
 JA0563.The horizontal coordinates were scaled from a topographic map and have
 JA0563.an estimated accuracy of +/- 6 seconds.
 JA0563
 JA0563.The orthometric height was determined by differential leveling
 JA0563.and adjusted by the National Geodetic Survey in June 1991..
 JA0563
 JA0563.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0563.See file dsdata.txt to determine how the superseded data were derived.
 JA0563
 JA0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH161393(NAD 83)
 JA0563_MARKER: DB = BENCH MARK DISK
 JA0563_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0563_SP_SET: CULVERT
 JA0563_STAMPING: N 328 1965
 JA0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0563
 JA0563  HISTORY     - Date     Condition        Report By
 JA0563  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA0543 ***********************************************************************
 HA0543  DESIGNATION -  N 329
 HA0543  PID         -  HA0543
 HA0543  STATE/COUNTY-  IN/PERRY
 HA0543  USGS QUAD   -  TELL CITY (1980)
 HA0543
 HA0543                         *CURRENT SURVEY CONTROL
 HA0543  ___________________________________________________________________
 HA0543* NAD 83(1986)-  37 59 27.     (N)    086 47 50.     (W)     SCALED    
 HA0543* NAVD 88     -       137.840  (meters)     452.23   (feet)  ADJUSTED  
 HA0543  ___________________________________________________________________
 HA0543  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 HA0543  DYNAMIC HT  -         137.744 (meters)     451.92  (feet)  COMP
 HA0543  MODELED GRAV-     979,930.1   (mgal)                       NAVD 88
 HA0543
 HA0543  VERT ORDER  -  FIRST     CLASS II
 HA0543
 HA0543.The horizontal coordinates were scaled from a topographic map and have
 HA0543.an estimated accuracy of +/- 6 seconds.
 HA0543
 HA0543.The orthometric height was determined by differential leveling
 HA0543.and adjusted by the National Geodetic Survey in June 1991..
 HA0543
 HA0543.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0543.See file dsdata.txt to determine how the superseded data were derived.
 HA0543
 HA0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH178048(NAD 83)
 HA0543_MARKER: DB = BENCH MARK DISK
 HA0543_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0543_SP_SET: WALL
 HA0543_STAMPING: N 329 1965
 HA0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0543
 HA0543  HISTORY     - Date     Condition        Report By
 HA0543  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0899 ***********************************************************************
 KA0899  DESIGNATION -  N 33
 KA0899  PID         -  KA0899
 KA0899  STATE/COUNTY-  IN/PARKE
 KA0899  USGS QUAD   -  CATLIN (1983)
 KA0899
 KA0899                         *CURRENT SURVEY CONTROL
 KA0899  ___________________________________________________________________
 KA0899* NAD 83(1986)-  39 44 20.     (N)    087 13 33.     (W)     SCALED    
 KA0899* NAVD 88     -       197.226  (meters)     647.07   (feet)  ADJUSTED  
 KA0899  ___________________________________________________________________
 KA0899  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 KA0899  DYNAMIC HT  -         197.114 (meters)     646.70  (feet)  COMP
 KA0899  MODELED GRAV-     980,055.3   (mgal)                       NAVD 88
 KA0899
 KA0899  VERT ORDER  -  SECOND    CLASS 0
 KA0899
 KA0899.The horizontal coordinates were scaled from a topographic map and have
 KA0899.an estimated accuracy of +/- 6 seconds.
 KA0899
 KA0899.The orthometric height was determined by differential leveling
 KA0899.and adjusted by the National Geodetic Survey in June 1991..
 KA0899
 KA0899.The geoid height was determined by GEOID03.
 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.      887,790.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0899.See file dsdata.txt to determine how the superseded data were derived.
 KA0899
 KA0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ806988(NAD 83)
 KA0899_MARKER: DB = BENCH MARK DISK
 KA0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0899_STAMPING: N 33 1934
 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             NGS
 KA0899  HISTORY     - 1975     MARK NOT FOUND   USGS
 KA0899
 KA0899                          STATION DESCRIPTION
 KA0899
 KA0899'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA0503 ***********************************************************************
 HA0503  DESIGNATION -  N 330
 HA0503  PID         -  HA0503
 HA0503  STATE/COUNTY-  IN/PERRY
 HA0503  USGS QUAD   -  ROME (1993)
 HA0503
 HA0503                         *CURRENT SURVEY CONTROL
 HA0503  ___________________________________________________________________
 HA0503* NAD 83(1986)-  37 56 15.     (N)    086 34 11.     (W)     SCALED    
 HA0503* NAVD 88     -       209.634  (meters)     687.77   (feet)  ADJUSTED  
 HA0503  ___________________________________________________________________
 HA0503  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 HA0503  DYNAMIC HT  -         209.483 (meters)     687.28  (feet)  COMP
 HA0503  MODELED GRAV-     979,902.8   (mgal)                       NAVD 88
 HA0503
 HA0503  VERT ORDER  -  FIRST     CLASS II
 HA0503
 HA0503.The horizontal coordinates were scaled from a topographic map and have
 HA0503.an estimated accuracy of +/- 6 seconds.
 HA0503
 HA0503.The orthometric height was determined by differential leveling
 HA0503.and adjusted by the National Geodetic Survey in June 1991..
 HA0503
 HA0503.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0503.See file dsdata.txt to determine how the superseded data were derived.
 HA0503
 HA0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG378989(NAD 83)
 HA0503_MARKER: DB = BENCH MARK DISK
 HA0503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0503_SP_SET: CULVERT
 HA0503_STAMPING: N 330 1965
 HA0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JA1001 ***********************************************************************
 JA1001  DESIGNATION -  N 331
 JA1001  PID         -  JA1001
 JA1001  STATE/COUNTY-  IN/PIKE
 JA1001  USGS QUAD   -  WINSLOW (1980)
 JA1001
 JA1001                         *CURRENT SURVEY CONTROL
 JA1001  ___________________________________________________________________
 JA1001* NAD 83(1986)-  38 22 42.     (N)    087 14 36.     (W)     SCALED    
 JA1001* NAVD 88     -       133.518  (meters)     438.05   (feet)  ADJUSTED  
 JA1001  ___________________________________________________________________
 JA1001  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 JA1001  DYNAMIC HT  -         133.430 (meters)     437.76  (feet)  COMP
 JA1001  MODELED GRAV-     979,969.5   (mgal)                       NAVD 88
 JA1001
 JA1001  VERT ORDER  -  FIRST     CLASS II
 JA1001
 JA1001.The horizontal coordinates were scaled from a topographic map and have
 JA1001.an estimated accuracy of +/- 6 seconds.
 JA1001
 JA1001.The orthometric height was determined by differential leveling
 JA1001.and adjusted by the National Geodetic Survey in June 1991..
 JA1001
 JA1001.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1001.See file dsdata.txt to determine how the superseded data were derived.
 JA1001
 JA1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH787478(NAD 83)
 JA1001_MARKER: DB = BENCH MARK DISK
 JA1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1001_STAMPING: N 331 1965
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0621 ***********************************************************************
 MD0621  DESIGNATION -  N 332
 MD0621  PID         -  MD0621
 MD0621  STATE/COUNTY-  IN/ALLEN
 MD0621  USGS QUAD   -  FORT WAYNE EAST (1981)
 MD0621
 MD0621                         *CURRENT SURVEY CONTROL
 MD0621  ___________________________________________________________________
 MD0621* NAD 83(1986)-  41 04 10.     (N)    085 01 16.     (W)     SCALED    
 MD0621* NAVD 88     -       231.266  (meters)     758.75   (feet)  ADJUSTED  
 MD0621  ___________________________________________________________________
 MD0621  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MD0621  DYNAMIC HT  -         231.172 (meters)     758.44  (feet)  COMP
 MD0621  MODELED GRAV-     980,213.0   (mgal)                       NAVD 88
 MD0621
 MD0621  VERT ORDER  -  FIRST     CLASS I
 MD0621
 MD0621.The horizontal coordinates were scaled from a topographic map and have
 MD0621.an estimated accuracy of +/- 6 seconds.
 MD0621
 MD0621.The orthometric height was determined by differential leveling
 MD0621.and adjusted by the National Geodetic Survey in June 1991..
 MD0621
 MD0621.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD0621
 MD0621  NGVD 29 (01/19/93)  231.425  (m)          759.27   (f) ADJUSTED    1 1
 MD0621
 MD0621.Superseded values are not recommended for survey control.
 MD0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0621.See file dsdata.txt to determine how the superseded data were derived.
 MD0621
 MD0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL662483(NAD 83)
 MD0621_MARKER: DB = BENCH MARK DISK
 MD0621_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD0621_SP_SET: COPPER-CLAD STEEL ROD
 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 = OCTOBER  6, 2006
 MD0661 ***********************************************************************
 MD0661  DESIGNATION -  N 333
 MD0661  PID         -  MD0661
 MD0661  STATE/COUNTY-  IN/WHITLEY
 MD0661  USGS QUAD   -  ARCOLA (1981)
 MD0661
 MD0661                         *CURRENT SURVEY CONTROL
 MD0661  ___________________________________________________________________
 MD0661* NAD 83(1986)-  41 07 20.     (N)    085 22 28.     (W)     SCALED    
 MD0661* NAVD 88     -       259.368  (meters)     850.94   (feet)  ADJUSTED  
 MD0661  ___________________________________________________________________
 MD0661  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 MD0661  DYNAMIC HT  -         259.269 (meters)     850.62  (feet)  COMP
 MD0661  MODELED GRAV-     980,231.6   (mgal)                       NAVD 88
 MD0661
 MD0661  VERT ORDER  -  FIRST     CLASS I
 MD0661
 MD0661.The horizontal coordinates were scaled from a topographic map and have
 MD0661.an estimated accuracy of +/- 6 seconds.
 MD0661
 MD0661.The orthometric height was determined by differential leveling
 MD0661.and adjusted by the National Geodetic Survey in June 1991..
 MD0661
 MD0661.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0661.See file dsdata.txt to determine how the superseded data were derived.
 MD0661
 MD0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL364535(NAD 83)
 MD0661_MARKER: DB = BENCH MARK DISK
 MD0661_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0661_SP_SET: CULVERT
 MD0661_STAMPING: N 333 1968
 MD0661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME0216 ***********************************************************************
 ME0216  DESIGNATION -  N 334
 ME0216  PID         -  ME0216
 ME0216  STATE/COUNTY-  IN/KOSCIUSKO
 ME0216  USGS QUAD   -  BOURBON (1994)
 ME0216
 ME0216                         *CURRENT SURVEY CONTROL
 ME0216  ___________________________________________________________________
 ME0216* NAD 83(1986)-  41 16 15.     (N)    086 01 13.     (W)     SCALED    
 ME0216* NAVD 88     -       243.174  (meters)     797.81   (feet)  ADJUSTED  
 ME0216  ___________________________________________________________________
 ME0216  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME0216  DYNAMIC HT  -         243.073 (meters)     797.48  (feet)  COMP
 ME0216  MODELED GRAV-     980,202.0   (mgal)                       NAVD 88
 ME0216
 ME0216  VERT ORDER  -  FIRST     CLASS I
 ME0216
 ME0216.The horizontal coordinates were scaled from a topographic map and have
 ME0216.an estimated accuracy of +/- 6 seconds.
 ME0216
 ME0216.The orthometric height was determined by differential leveling
 ME0216.and adjusted by the National Geodetic Survey in June 1991..
 ME0216
 ME0216.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0216
 ME0216  NGVD 29 (01/19/93)  243.305  (m)          798.24   (f) ADJUSTED    1 1
 ME0216
 ME0216.Superseded values are not recommended for survey control.
 ME0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0216.See file dsdata.txt to determine how the superseded data were derived.
 ME0216
 ME0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL820692(NAD 83)
 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 = OCTOBER  6, 2006
 ME1008 ***********************************************************************
 ME1008  DESIGNATION -  N 335
 ME1008  PID         -  ME1008
 ME1008  STATE/COUNTY-  IN/LAKE
 ME1008  USGS QUAD   -  HIGHLAND (1991)
 ME1008
 ME1008                         *CURRENT SURVEY CONTROL
 ME1008  ___________________________________________________________________
 ME1008* NAD 83(1986)-  41 36 32.     (N)    087 23 12.     (W)     SCALED    
 ME1008* NAVD 88     -       181.396  (meters)     595.13   (feet)  ADJUSTED  
 ME1008  ___________________________________________________________________
 ME1008  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME1008  DYNAMIC HT  -         181.329 (meters)     594.91  (feet)  COMP
 ME1008  MODELED GRAV-     980,252.2   (mgal)                       NAVD 88
 ME1008
 ME1008  VERT ORDER  -  FIRST     CLASS I
 ME1008
 ME1008.The horizontal coordinates were scaled from a topographic map and have
 ME1008.an estimated accuracy of +/- 6 seconds.
 ME1008
 ME1008.The orthometric height was determined by differential leveling
 ME1008.and adjusted by the National Geodetic Survey in April 1995..
 ME1008
 ME1008.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME1008
 ME1008  NAVD 88 (06/15/91)  181.392  (m)          595.12   (f) UNKNOWN     1 1
 ME1008  NGVD 29 (01/19/93)  181.500  (m)          595.47   (f) ADJUSTED    1 1
 ME1008
 ME1008.Superseded values are not recommended for survey control.
 ME1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1008.See file dsdata.txt to determine how the superseded data were derived.
 ME1008
 ME1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM677064(NAD 83)
 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 = OCTOBER  6, 2006
 LB1634 ***********************************************************************
 LB1634  DESIGNATION -  N 34
 LB1634  PID         -  LB1634
 LB1634  STATE/COUNTY-  IN/FOUNTAIN
 LB1634  USGS QUAD   -  HILLSBORO (1980)
 LB1634
 LB1634                         *CURRENT SURVEY CONTROL
 LB1634  ___________________________________________________________________
 LB1634* NAD 83(1986)-  40 06 43.     (N)    087 09 38.     (W)     SCALED    
 LB1634* NAVD 88     -       217.906  (meters)     714.91   (feet)  ADJUSTED  
 LB1634  ___________________________________________________________________
 LB1634  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LB1634  DYNAMIC HT  -         217.792 (meters)     714.54  (feet)  COMP
 LB1634  MODELED GRAV-     980,097.3   (mgal)                       NAVD 88
 LB1634
 LB1634  VERT ORDER  -  SECOND    CLASS 0
 LB1634
 LB1634.The horizontal coordinates were scaled from a topographic map and have
 LB1634.an estimated accuracy of +/- 6 seconds.
 LB1634
 LB1634.The orthometric height was determined by differential leveling
 LB1634.and adjusted by the National Geodetic Survey in June 1991..
 LB1634
 LB1634.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1634.See file dsdata.txt to determine how the superseded data were derived.
 LB1634
 LB1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK863401(NAD 83)
 LB1634_MARKER: DB = BENCH MARK DISK
 LB1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1634_STAMPING: N 34 1934
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2128 ***********************************************************************
 ME2128  DESIGNATION -  N 349
 ME2128  PID         -  ME2128
 ME2128  STATE/COUNTY-  IN/LAKE
 ME2128  USGS QUAD   -  PORTAGE (1992)
 ME2128
 ME2128                         *CURRENT SURVEY CONTROL
 ME2128  ___________________________________________________________________
 ME2128* NAD 83(1986)-  41 36 16.     (N)    087 14 40.     (W)     SCALED    
 ME2128* NAVD 88     -       184.439  (meters)     605.11   (feet)  ADJUSTED  
 ME2128  ___________________________________________________________________
 ME2128  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 ME2128  DYNAMIC HT  -         184.371 (meters)     604.89  (feet)  COMP
 ME2128  MODELED GRAV-     980,251.4   (mgal)                       NAVD 88
 ME2128
 ME2128  VERT ORDER  -  FIRST     CLASS II
 ME2128
 ME2128.The horizontal coordinates were scaled from a topographic map and have
 ME2128.an estimated accuracy of +/- 6 seconds.
 ME2128
 ME2128.The orthometric height was determined by differential leveling
 ME2128.and adjusted by the National Geodetic Survey in June 1991..
 ME2128
 ME2128.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2128
 ME2128  NGVD 29 (01/19/93)  184.541  (m)          605.45   (f) ADJUSTED    1 2
 ME2128
 ME2128.Superseded values are not recommended for survey control.
 ME2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2128.See file dsdata.txt to determine how the superseded data were derived.
 ME2128
 ME2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM796058(NAD 83)
 ME2128_MARKER: I = METAL ROD
 ME2128_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2128_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 LA0758 ***********************************************************************
 LA0758  DESIGNATION -  N 35
 LA0758  PID         -  LA0758
 LA0758  STATE/COUNTY-  IN/WELLS
 LA0758  USGS QUAD   -  UNIONDALE (1988)
 LA0758
 LA0758                         *CURRENT SURVEY CONTROL
 LA0758  ___________________________________________________________________
 LA0758* NAD 83(1986)-  40 49 51.     (N)    085 10 37.     (W)     SCALED    
 LA0758* NAVD 88     -       260.384  (meters)     854.28   (feet)  ADJUSTED  
 LA0758  ___________________________________________________________________
 LA0758  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 LA0758  DYNAMIC HT  -         260.263 (meters)     853.88  (feet)  COMP
 LA0758  MODELED GRAV-     980,155.6   (mgal)                       NAVD 88
 LA0758
 LA0758  VERT ORDER  -  SECOND    CLASS 0
 LA0758
 LA0758.The horizontal coordinates were scaled from a topographic map and have
 LA0758.an estimated accuracy of +/- 6 seconds.
 LA0758
 LA0758.The orthometric height was determined by differential leveling
 LA0758.and adjusted by the National Geodetic Survey in June 1991..
 LA0758
 LA0758.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0758.See file dsdata.txt to determine how the superseded data were derived.
 LA0758
 LA0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL537215(NAD 83)
 LA0758_MARKER: DB = BENCH MARK DISK
 LA0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0758_STAMPING: N 35 1934
 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             NGS
 LA0758  HISTORY     - 1961     MARK NOT FOUND   USGS
 LA0758
 LA0758                          STATION DESCRIPTION
 LA0758
 LA0758'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1645 ***********************************************************************
 KA1645  DESIGNATION -  N 350
 KA1645  PID         -  KA1645
 KA1645  STATE/COUNTY-  IN/MARION
 KA1645  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA1645
 KA1645                         *CURRENT SURVEY CONTROL
 KA1645  ___________________________________________________________________
 KA1645* NAD 83(1986)-  39 45 56.     (N)    086 11 54.     (W)     SCALED    
 KA1645* NAVD 88     -       215.057  (meters)     705.57   (feet)  ADJUSTED  
 KA1645  ___________________________________________________________________
 KA1645  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 KA1645  DYNAMIC HT  -         214.940 (meters)     705.18  (feet)  COMP
 KA1645  MODELED GRAV-     980,075.1   (mgal)                       NAVD 88
 KA1645
 KA1645  VERT ORDER  -  FIRST     CLASS II
 KA1645
 KA1645.The horizontal coordinates were scaled from a topographic map and have
 KA1645.an estimated accuracy of +/- 6 seconds.
 KA1645
 KA1645.The orthometric height was determined by differential leveling
 KA1645.and adjusted by the National Geodetic Survey in June 1991..
 KA1645
 KA1645.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1645
 KA1645.No superseded survey control is available for this station.
 KA1645
 KA1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK686020(NAD 83)
 KA1645_MARKER: I = METAL ROD
 KA1645_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1645_SP_SET: STAINLESS STEEL ROD
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1701 ***********************************************************************
 KA1701  DESIGNATION -  N 351
 KA1701  PID         -  KA1701
 KA1701  STATE/COUNTY-  IN/CLAY
 KA1701  USGS QUAD   -  STAUNTON (1986)
 KA1701
 KA1701                         *CURRENT SURVEY CONTROL
 KA1701  ___________________________________________________________________
 KA1701* NAD 83(1986)-  39 23 16.     (N)    087 09 42.     (W)     SCALED    
 KA1701* NAVD 88     -       187.411  (meters)     614.86   (feet)  ADJUSTED  
 KA1701  ___________________________________________________________________
 KA1701  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KA1701  DYNAMIC HT  -         187.304 (meters)     614.51  (feet)  COMP
 KA1701  MODELED GRAV-     980,048.7   (mgal)                       NAVD 88
 KA1701
 KA1701  VERT ORDER  -  FIRST     CLASS II
 KA1701
 KA1701.The horizontal coordinates were scaled from a topographic map and have
 KA1701.an estimated accuracy of +/- 6 seconds.
 KA1701
 KA1701.The orthometric height was determined by differential leveling
 KA1701.and adjusted by the National Geodetic Survey in June 1991..
 KA1701
 KA1701.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1701
 KA1701.No superseded survey control is available for this station.
 KA1701
 KA1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ860598(NAD 83)
 KA1701_MARKER: I = METAL ROD
 KA1701_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KA1701_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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 = OCTOBER  6, 2006
 KA1687 ***********************************************************************
 KA1687  DESIGNATION -  N 352
 KA1687  PID         -  KA1687
 KA1687  STATE/COUNTY-  IN/VIGO
 KA1687  USGS QUAD   -  SEELYVILLE (1986)
 KA1687
 KA1687                         *CURRENT SURVEY CONTROL
 KA1687  ___________________________________________________________________
 KA1687* NAD 83(1986)-  39 28 59.     (N)    087 18 52.     (W)     SCALED    
 KA1687* NAVD 88     -       169.862  (meters)     557.29   (feet)  ADJUSTED  
 KA1687  ___________________________________________________________________
 KA1687  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KA1687  DYNAMIC HT  -         169.765 (meters)     556.97  (feet)  COMP
 KA1687  MODELED GRAV-     980,053.4   (mgal)                       NAVD 88
 KA1687
 KA1687  VERT ORDER  -  FIRST     CLASS II
 KA1687
 KA1687.The horizontal coordinates were scaled from a topographic map and have
 KA1687.an estimated accuracy of +/- 6 seconds.
 KA1687
 KA1687.The orthometric height was determined by differential leveling
 KA1687.and adjusted by the National Geodetic Survey in June 1991..
 KA1687
 KA1687.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1687
 KA1687.No superseded survey control is available for this station.
 KA1687
 KA1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ729704(NAD 83)
 KA1687_MARKER: I = METAL ROD
 KA1687_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1687_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1707 ***********************************************************************
 KA1707  DESIGNATION -  N 353
 KA1707  PID         -  KA1707
 KA1707  STATE/COUNTY-  IN/CLAY
 KA1707  USGS QUAD   -  CLAY CITY (1986)
 KA1707
 KA1707                         *CURRENT SURVEY CONTROL
 KA1707  ___________________________________________________________________
 KA1707* NAD 83(1986)-  39 18 36.     (N)    087 06 36.     (W)     SCALED    
 KA1707* NAVD 88     -       168.074  (meters)     551.42   (feet)  ADJUSTED  
 KA1707  ___________________________________________________________________
 KA1707  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KA1707  DYNAMIC HT  -         167.976 (meters)     551.10  (feet)  COMP
 KA1707  MODELED GRAV-     980,043.9   (mgal)                       NAVD 88
 KA1707
 KA1707  VERT ORDER  -  FIRST     CLASS II
 KA1707
 KA1707.The horizontal coordinates were scaled from a topographic map and have
 KA1707.an estimated accuracy of +/- 6 seconds.
 KA1707
 KA1707.The orthometric height was determined by differential leveling
 KA1707.and adjusted by the National Geodetic Survey in June 1991..
 KA1707
 KA1707.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1707
 KA1707.No superseded survey control is available for this station.
 KA1707
 KA1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ905511(NAD 83)
 KA1707_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 JA1621 ***********************************************************************
 JA1621  DESIGNATION -  N 354
 JA1621  PID         -  JA1621
 JA1621  STATE/COUNTY-  IN/DAVIESS
 JA1621  USGS QUAD   -  PLAINVILLE (1980)
 JA1621
 JA1621                         *CURRENT SURVEY CONTROL
 JA1621  ___________________________________________________________________
 JA1621* NAD 83(1986)-  38 48 19.     (N)    087 09 09.     (W)     SCALED    
 JA1621* NAVD 88     -       142.710  (meters)     468.21   (feet)  ADJUSTED  
 JA1621  ___________________________________________________________________
 JA1621  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 JA1621  DYNAMIC HT  -         142.621 (meters)     467.92  (feet)  COMP
 JA1621  MODELED GRAV-     980,004.4   (mgal)                       NAVD 88
 JA1621
 JA1621  VERT ORDER  -  FIRST     CLASS II
 JA1621
 JA1621.The horizontal coordinates were scaled from a topographic map and have
 JA1621.an estimated accuracy of +/- 6 seconds.
 JA1621
 JA1621.The orthometric height was determined by differential leveling
 JA1621.and adjusted by the National Geodetic Survey in June 1991..
 JA1621
 JA1621.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1621
 JA1621.No superseded survey control is available for this station.
 JA1621
 JA1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH867951(NAD 83)
 JA1621_MARKER: I = METAL ROD
 JA1621_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1621_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1634 ***********************************************************************
 KA1634  DESIGNATION -  N 355
 KA1634  PID         -  KA1634
 KA1634  STATE/COUNTY-  IN/MARION
 KA1634  USGS QUAD   -  BEECH GROVE (1980)
 KA1634
 KA1634                         *CURRENT SURVEY CONTROL
 KA1634  ___________________________________________________________________
 KA1634* NAD 83(1986)-  39 43 55.     (N)    086 02 06.     (W)     SCALED    
 KA1634* NAVD 88     -       265.066  (meters)     869.64   (feet)  ADJUSTED  
 KA1634  ___________________________________________________________________
 KA1634  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 KA1634  DYNAMIC HT  -         264.915 (meters)     869.14  (feet)  COMP
 KA1634  MODELED GRAV-     980,050.8   (mgal)                       NAVD 88
 KA1634
 KA1634  VERT ORDER  -  FIRST     CLASS II
 KA1634
 KA1634.The horizontal coordinates were scaled from a topographic map and have
 KA1634.an estimated accuracy of +/- 6 seconds.
 KA1634
 KA1634.The orthometric height was determined by differential leveling
 KA1634.and adjusted by the National Geodetic Survey in June 1991..
 KA1634
 KA1634.The geoid height was determined by GEOID03.
 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     -   497,820.       68,430.      MT  (+/- 180 meters Scaled)
 KA1634
 KA1634                          SUPERSEDED SURVEY CONTROL
 KA1634
 KA1634.No superseded survey control is available for this station.
 KA1634
 KA1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ826984(NAD 83)
 KA1634_MARKER: DB = BENCH MARK 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: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA1634+STABILITY: POSITION/ELEVATION WELL
 KA1634
 KA1634  HISTORY     - Date     Condition        Report By
 KA1634  HISTORY     - 1986     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1600 ***********************************************************************
 JA1600  DESIGNATION -  N 356
 JA1600  PID         -  JA1600
 JA1600  STATE/COUNTY-  IN/VANDERBURGH
 JA1600  USGS QUAD   -  ELBERFELD (1988)
 JA1600
 JA1600                         *CURRENT SURVEY CONTROL
 JA1600  ___________________________________________________________________
 JA1600* NAD 83(1986)-  38 08 36.     (N)    087 28 39.     (W)     SCALED    
 JA1600* NAVD 88     -       129.352  (meters)     424.38   (feet)  ADJUSTED  
 JA1600  ___________________________________________________________________
 JA1600  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JA1600  DYNAMIC HT  -         129.264 (meters)     424.09  (feet)  COMP
 JA1600  MODELED GRAV-     979,949.1   (mgal)                       NAVD 88
 JA1600
 JA1600  VERT ORDER  -  FIRST     CLASS II
 JA1600
 JA1600.The horizontal coordinates were scaled from a topographic map and have
 JA1600.an estimated accuracy of +/- 6 seconds.
 JA1600
 JA1600.The orthometric height was determined by differential leveling
 JA1600.and adjusted by the National Geodetic Survey in June 1991..
 JA1600
 JA1600.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1600
 JA1600.No superseded survey control is available for this station.
 JA1600
 JA1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH581218(NAD 83)
 JA1600_MARKER: I = METAL ROD
 JA1600_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1600_SP_SET: STAINLESS STEEL ROD
 JA1600_STAMPING: N 356 1986
 JA1600_MARK LOGO: NGS   
 JA1600_PROJECTION: RECESSED 1 CENTIMETERS
 JA1600_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA1600+STABILITY: POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2840 ***********************************************************************
 JZ2840  DESIGNATION -  N 357
 JZ2840  PID         -  JZ2840
 JZ2840  STATE/COUNTY-  IN/SHELBY
 JZ2840  USGS QUAD   -  WALDRON (1994)
 JZ2840
 JZ2840                         *CURRENT SURVEY CONTROL
 JZ2840  ___________________________________________________________________
 JZ2840* NAD 83(1986)-  39 29 13.     (N)    085 40 52.     (W)     SCALED    
 JZ2840* NAVD 88     -       259.053  (meters)     849.91   (feet)  ADJUSTED  
 JZ2840  ___________________________________________________________________
 JZ2840  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JZ2840  DYNAMIC HT  -         258.899 (meters)     849.40  (feet)  COMP
 JZ2840  MODELED GRAV-     980,022.3   (mgal)                       NAVD 88
 JZ2840
 JZ2840  VERT ORDER  -  FIRST     CLASS II
 JZ2840
 JZ2840.The horizontal coordinates were scaled from a topographic map and have
 JZ2840.an estimated accuracy of +/- 6 seconds.
 JZ2840
 JZ2840.The orthometric height was determined by differential leveling
 JZ2840.and adjusted by the National Geodetic Survey in June 1991..
 JZ2840
 JZ2840.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ2840
 JZ2840.No superseded survey control is available for this station.
 JZ2840
 JZ2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ134716(NAD 83)
 JZ2840_MARKER: I = METAL ROD
 JZ2840_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2840_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 JZ2814 ***********************************************************************
 JZ2814  DESIGNATION -  N 358
 JZ2814  PID         -  JZ2814
 JZ2814  STATE/COUNTY-  IN/RIPLEY
 JZ2814  USGS QUAD   -  BATESVILLE (1993)
 JZ2814
 JZ2814                         *CURRENT SURVEY CONTROL
 JZ2814  ___________________________________________________________________
 JZ2814* NAD 83(1986)-  39 18 05.     (N)    085 11 46.     (W)     SCALED    
 JZ2814* NAVD 88     -       299.802  (meters)     983.60   (feet)  ADJUSTED  
 JZ2814  ___________________________________________________________________
 JZ2814  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ2814  DYNAMIC HT  -         299.614 (meters)     982.98  (feet)  COMP
 JZ2814  MODELED GRAV-     979,993.7   (mgal)                       NAVD 88
 JZ2814
 JZ2814  VERT ORDER  -  FIRST     CLASS II
 JZ2814
 JZ2814.The horizontal coordinates were scaled from a topographic map and have
 JZ2814.an estimated accuracy of +/- 6 seconds.
 JZ2814
 JZ2814.The orthometric height was determined by differential leveling
 JZ2814.and adjusted by the National Geodetic Survey in June 1991..
 JZ2814
 JZ2814.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 JZ2814;SPC IN E     -   450,060.      140,590.      MT  (+/- 180 meters Scaled)
 JZ2814
 JZ2814                          SUPERSEDED SURVEY CONTROL
 JZ2814
 JZ2814.No superseded survey control is available for this station.
 JZ2814
 JZ2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ555517(NAD 83)
 JZ2814_MARKER: I = METAL ROD
 JZ2814_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2814_SP_SET: STAINLESS STEEL ROD
 JZ2814_STAMPING: N 358 1986
 JZ2814_MARK LOGO: NGS   
 JZ2814_PROJECTION: FLUSH
 JZ2814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2801 ***********************************************************************
 JZ2801  DESIGNATION -  N 359
 JZ2801  PID         -  JZ2801
 JZ2801  STATE/COUNTY-  IN/DEARBORN
 JZ2801  USGS QUAD   -  GUILFORD (1983)
 JZ2801
 JZ2801                         *CURRENT SURVEY CONTROL
 JZ2801  ___________________________________________________________________
 JZ2801* NAD 83(1986)-  39 13 55.     (N)    084 56 37.     (W)     SCALED    
 JZ2801* NAVD 88     -       280.433  (meters)     920.05   (feet)  ADJUSTED  
 JZ2801  ___________________________________________________________________
 JZ2801  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JZ2801  DYNAMIC HT  -         280.258 (meters)     919.48  (feet)  COMP
 JZ2801  MODELED GRAV-     979,997.4   (mgal)                       NAVD 88
 JZ2801
 JZ2801  VERT ORDER  -  FIRST     CLASS II
 JZ2801
 JZ2801.The horizontal coordinates were scaled from a topographic map and have
 JZ2801.an estimated accuracy of +/- 6 seconds.
 JZ2801
 JZ2801.The orthometric height was determined by differential leveling
 JZ2801.and adjusted by the National Geodetic Survey in June 1991..
 JZ2801
 JZ2801.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ2801
 JZ2801.No superseded survey control is available for this station.
 JZ2801
 JZ2801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ774445(NAD 83)
 JZ2801_MARKER: I = METAL ROD
 JZ2801_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2801_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1733 ***********************************************************************
 KA1733  DESIGNATION -  N 360
 KA1733  PID         -  KA1733
 KA1733  STATE/COUNTY-  IN/VIGO
 KA1733  USGS QUAD   -  NEW GOSHEN (1986)
 KA1733
 KA1733                         *CURRENT SURVEY CONTROL
 KA1733  ___________________________________________________________________
 KA1733* NAD 83(1986)-  39 36 25.     (N)    087 26 15.     (W)     SCALED    
 KA1733* NAVD 88     -       162.058  (meters)     531.69   (feet)  ADJUSTED  
 KA1733  ___________________________________________________________________
 KA1733  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KA1733  DYNAMIC HT  -         161.967 (meters)     531.39  (feet)  COMP
 KA1733  MODELED GRAV-     980,064.2   (mgal)                       NAVD 88
 KA1733
 KA1733  VERT ORDER  -  FIRST     CLASS II
 KA1733
 KA1733.The horizontal coordinates were scaled from a topographic map and have
 KA1733.an estimated accuracy of +/- 6 seconds.
 KA1733
 KA1733.The orthometric height was determined by differential leveling
 KA1733.and adjusted by the National Geodetic Survey in June 1991..
 KA1733
 KA1733.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1733
 KA1733.No superseded survey control is available for this station.
 KA1733
 KA1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ624842(NAD 83)
 KA1733_MARKER: I = METAL ROD
 KA1733_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1733_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1759 ***********************************************************************
 KA1759  DESIGNATION -  N 361
 KA1759  PID         -  KA1759
 KA1759  STATE/COUNTY-  IN/VERMILLION
 KA1759  USGS QUAD   -  NEWPORT (1980)
 KA1759
 KA1759                         *CURRENT SURVEY CONTROL
 KA1759  ___________________________________________________________________
 KA1759* NAD 83(1986)-  39 56 57.     (N)    087 27 06.     (W)     SCALED    
 KA1759* NAVD 88     -       160.324  (meters)     526.00   (feet)  ADJUSTED  
 KA1759  ___________________________________________________________________
 KA1759  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KA1759  DYNAMIC HT  -         160.239 (meters)     525.72  (feet)  COMP
 KA1759  MODELED GRAV-     980,096.8   (mgal)                       NAVD 88
 KA1759
 KA1759  VERT ORDER  -  FIRST     CLASS II
 KA1759
 KA1759.The horizontal coordinates were scaled from a topographic map and have
 KA1759.an estimated accuracy of +/- 6 seconds.
 KA1759
 KA1759.The orthometric height was determined by differential leveling
 KA1759.and adjusted by the National Geodetic Survey in June 1991..
 KA1759
 KA1759.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1759
 KA1759.No superseded survey control is available for this station.
 KA1759
 KA1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK614222(NAD 83)
 KA1759_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 ME3379 ***********************************************************************
 ME3379  DESIGNATION -  N 367
 ME3379  PID         -  ME3379
 ME3379  STATE/COUNTY-  IN/LAKE
 ME3379  USGS QUAD   -  GARY (1991)
 ME3379
 ME3379                         *CURRENT SURVEY CONTROL
 ME3379  ___________________________________________________________________
 ME3379* NAD 83(1986)-  41 33 50.     (N)    087 18 20.     (W)     SCALED    
 ME3379* NAVD 88     -       185.481  (meters)     608.53   (feet)  ADJUSTED  
 ME3379  ___________________________________________________________________
 ME3379  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME3379  DYNAMIC HT  -         185.411 (meters)     608.30  (feet)  COMP
 ME3379  MODELED GRAV-     980,243.0   (mgal)                       NAVD 88
 ME3379
 ME3379  VERT ORDER  -  FIRST     CLASS II
 ME3379
 ME3379.The horizontal coordinates were scaled from a topographic map and have
 ME3379.an estimated accuracy of +/- 6 seconds.
 ME3379
 ME3379.The orthometric height was determined by differential leveling
 ME3379.and adjusted by the National Geodetic Survey in April 1995..
 ME3379
 ME3379.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3379.See file dsdata.txt to determine how the superseded data were derived.
 ME3379
 ME3379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM745014(NAD 83)
 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 = OCTOBER  6, 2006
 MD1969 ***********************************************************************
 MD1969  DESIGNATION -  N 368
 MD1969  PID         -  MD1969
 MD1969  STATE/COUNTY-  IN/ALLEN
 MD1969  USGS QUAD   -  FORT WAYNE WEST (1981)
 MD1969
 MD1969                         *CURRENT SURVEY CONTROL
 MD1969  ___________________________________________________________________
 MD1969* NAD 83(1986)-  41 05 27.     (N)    085 14 40.     (W)     SCALED    
 MD1969* NAVD 88     -       258.451  (meters)     847.93   (feet)  ADJUSTED  
 MD1969  ___________________________________________________________________
 MD1969  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 MD1969  DYNAMIC HT  -         258.350 (meters)     847.60  (feet)  COMP
 MD1969  MODELED GRAV-     980,225.1   (mgal)                       NAVD 88
 MD1969
 MD1969  VERT ORDER  -  FIRST     CLASS II
 MD1969
 MD1969.The horizontal coordinates were scaled from a topographic map and have
 MD1969.an estimated accuracy of +/- 6 seconds.
 MD1969
 MD1969.The orthometric height was determined by differential leveling
 MD1969.and adjusted by the National Geodetic Survey in April 1995..
 MD1969
 MD1969.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1969.See file dsdata.txt to determine how the superseded data were derived.
 MD1969
 MD1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL474503(NAD 83)
 MD1969_MARKER: I = METAL ROD
 MD1969_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MD1969+WITH SETTING: INFORMATION.
 MD1969_SP_SET: METAL ROD DRIVEN INTO GROUND
 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 = OCTOBER  6, 2006
 LA1083 ***********************************************************************
 LA1083  DESIGNATION -  N 37
 LA1083  PID         -  LA1083
 LA1083  STATE/COUNTY-  IN/BLACKFORD
 LA1083  USGS QUAD   -  PENNVILLE (1960)
 LA1083
 LA1083                         *CURRENT SURVEY CONTROL
 LA1083  ___________________________________________________________________
 LA1083* NAD 83(1986)-  40 27 02.     (N)    085 12 23.     (W)     SCALED    
 LA1083* NAVD 88     -       269.619  (meters)     884.58   (feet)  ADJUSTED  
 LA1083  ___________________________________________________________________
 LA1083  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 LA1083  DYNAMIC HT  -         269.482 (meters)     884.13  (feet)  COMP
 LA1083  MODELED GRAV-     980,108.6   (mgal)                       NAVD 88
 LA1083
 LA1083  VERT ORDER  -  SECOND    CLASS 0
 LA1083
 LA1083.The horizontal coordinates were scaled from a topographic map and have
 LA1083.an estimated accuracy of +/- 6 seconds.
 LA1083
 LA1083.The orthometric height was determined by differential leveling
 LA1083.and adjusted by the National Geodetic Survey in June 1991..
 LA1083
 LA1083.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1083.See file dsdata.txt to determine how the superseded data were derived.
 LA1083
 LA1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK520793(NAD 83)
 LA1083_MARKER: DB = BENCH MARK DISK
 LA1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1083_STAMPING: N 37 1934
 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 = OCTOBER  6, 2006
 LA0808 ***********************************************************************
 LA0808  DESIGNATION -  N 38 RESET 1970
 LA0808  PID         -  LA0808
 LA0808  STATE/COUNTY-  IN/WELLS
 LA0808  USGS QUAD   -  BLUFFTON (1988)
 LA0808
 LA0808                         *CURRENT SURVEY CONTROL
 LA0808  ___________________________________________________________________
 LA0808* NAD 83(1986)-  40 44 18.     (N)    085 10 17.     (W)     SCALED    
 LA0808* NAVD 88     -       251.83   (meters)     826.2    (feet)  RESET     
 LA0808  ___________________________________________________________________
 LA0808  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 LA0808
 LA0808  VERT ORDER  -  THIRD
 LA0808
 LA0808.The horizontal coordinates were scaled from a topographic map and have
 LA0808.an estimated accuracy of +/- 6 seconds.
 LA0808
 LA0808.The orthometric height was computed from unverified reset data.
 LA0808
 LA0808.The geoid height was determined by GEOID03.
 LA0808
 LA0808;                    North         East    Units  Estimated Accuracy
 LA0808;SPC IN E     -   609,620.      141,830.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0808.See file dsdata.txt to determine how the superseded data were derived.
 LA0808
 LA0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL544113(NAD 83)
 LA0808_MARKER: DB = BENCH MARK DISK
 LA0808_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0808_SP_SET: WINDOW WELL
 LA0808_STAMPING: N 38 RESET 1970
 LA0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA0995 ***********************************************************************
 LA0995  DESIGNATION -  N 39
 LA0995  PID         -  LA0995
 LA0995  STATE/COUNTY-  IN/RANDOLPH
 LA0995  USGS QUAD   -  FARMLAND (1969)
 LA0995
 LA0995                         *CURRENT SURVEY CONTROL
 LA0995  ___________________________________________________________________
 LA0995* NAD 83(1986)-  40 11 19.     (N)    085 07 33.     (W)     SCALED    
 LA0995* NAVD 88     -       316.749  (meters)    1039.20   (feet)  ADJUSTED  
 LA0995  ___________________________________________________________________
 LA0995  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 LA0995  DYNAMIC HT  -         316.580 (meters)    1038.65  (feet)  COMP
 LA0995  MODELED GRAV-     980,083.7   (mgal)                       NAVD 88
 LA0995
 LA0995  VERT ORDER  -  SECOND    CLASS 0
 LA0995
 LA0995.The horizontal coordinates were scaled from a topographic map and have
 LA0995.an estimated accuracy of +/- 6 seconds.
 LA0995
 LA0995.The orthometric height was determined by differential leveling
 LA0995.and adjusted by the National Geodetic Survey in June 1991..
 LA0995
 LA0995.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0995.See file dsdata.txt to determine how the superseded data were derived.
 LA0995
 LA0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK595503(NAD 83)
 LA0995_MARKER: DB = BENCH MARK DISK
 LA0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0995_STAMPING: N 39 1934
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1967
 LA0995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2372 ***********************************************************************
 JZ2372  DESIGNATION -  N 4
 JZ2372  PID         -  JZ2372
 JZ2372  STATE/COUNTY-  IN/MADISON
 JZ2372  USGS QUAD   -  INGALLS (1981)
 JZ2372
 JZ2372                         *CURRENT SURVEY CONTROL
 JZ2372  ___________________________________________________________________
 JZ2372* NAD 83(1986)-  39 57 12.     (N)    085 48 37.     (W)     SCALED    
 JZ2372* NAVD 88     -       261.194  (meters)     856.93   (feet)  ADJUSTED  
 JZ2372  ___________________________________________________________________
 JZ2372  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ2372  DYNAMIC HT  -         261.049 (meters)     856.46  (feet)  COMP
 JZ2372  MODELED GRAV-     980,063.1   (mgal)                       NAVD 88
 JZ2372
 JZ2372  VERT ORDER  -  FIRST     CLASS II
 JZ2372
 JZ2372.The horizontal coordinates were scaled from a topographic map and have
 JZ2372.an estimated accuracy of +/- 6 seconds.
 JZ2372
 JZ2372.The orthometric height was determined by differential leveling
 JZ2372.and adjusted by the National Geodetic Survey in June 1991..
 JZ2372
 JZ2372.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2372.See file dsdata.txt to determine how the superseded data were derived.
 JZ2372
 JZ2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK016232(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2372
 JZ2372  HISTORY     - Date     Condition        Report By
 JZ2372  HISTORY     - UNK      MONUMENTED       CGS
 JZ2372  HISTORY     - 1947     GOOD             NGS
 JZ2372
 JZ2372                          STATION DESCRIPTION
 JZ2372
 JZ2372'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1717 ***********************************************************************
 JZ1717  DESIGNATION -  N 40
 JZ1717  PID         -  JZ1717
 JZ1717  STATE/COUNTY-  IN/WAYNE
 JZ1717  USGS QUAD   -  HAGERSTOWN (1981)
 JZ1717
 JZ1717                         *CURRENT SURVEY CONTROL
 JZ1717  ___________________________________________________________________
 JZ1717* NAD 83(1986)-  39 59 50.     (N)    085 08 42.     (W)     SCALED    
 JZ1717* NAVD 88     -       329.455  (meters)    1080.89   (feet)  ADJUSTED  
 JZ1717  ___________________________________________________________________
 JZ1717  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JZ1717  DYNAMIC HT  -         329.271 (meters)    1080.28  (feet)  COMP
 JZ1717  MODELED GRAV-     980,057.6   (mgal)                       NAVD 88
 JZ1717
 JZ1717  VERT ORDER  -  SECOND    CLASS 0
 JZ1717
 JZ1717.The horizontal coordinates were scaled from a topographic map and have
 JZ1717.an estimated accuracy of +/- 6 seconds.
 JZ1717
 JZ1717.The orthometric height was determined by differential leveling
 JZ1717.and adjusted by the National Geodetic Survey in June 1991..
 JZ1717
 JZ1717.The geoid height was determined by GEOID03.
 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     -   527,340.      144,550.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1717.See file dsdata.txt to determine how the superseded data were derived.
 JZ1717
 JZ1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK583290(NAD 83)
 JZ1717_MARKER: DB = BENCH MARK DISK
 JZ1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1717_STAMPING: N 40 1934
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1022 ***********************************************************************
 LA1022  DESIGNATION -  N 41
 LA1022  PID         -  LA1022
 LA1022  STATE/COUNTY-  IN/DELAWARE
 LA1022  USGS QUAD   -  MUNCIE WEST (1992)
 LA1022
 LA1022                         *CURRENT SURVEY CONTROL
 LA1022  ___________________________________________________________________
 LA1022* NAD 83(1986)-  40 10 18.     (N)    085 28 51.     (W)     SCALED    
 LA1022* NAVD 88     -       283.992  (meters)     931.73   (feet)  ADJUSTED  
 LA1022  ___________________________________________________________________
 LA1022  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 LA1022  DYNAMIC HT  -         283.841 (meters)     931.24  (feet)  COMP
 LA1022  MODELED GRAV-     980,086.8   (mgal)                       NAVD 88
 LA1022
 LA1022  VERT ORDER  -  SECOND    CLASS 0
 LA1022
 LA1022.The horizontal coordinates were scaled from a topographic map and have
 LA1022.an estimated accuracy of +/- 6 seconds.
 LA1022
 LA1022.The orthometric height was determined by differential leveling
 LA1022.and adjusted by the National Geodetic Survey in June 1991..
 LA1022
 LA1022.The geoid height was determined by GEOID03.
 LA1022
 LA1022.The dynamic height is computed by dividing the NAVD 88
 LA1022.geopotential number by the normal gravity value computed on the
 LA1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1022.degrees latitude (g = 980.6199 gals.).
 LA1022
 LA1022.The modeled gravity was interpolated from observed gravity values.
 LA1022
 LA1022;                    North         East    Units  Estimated Accuracy
 LA1022;SPC IN E     -   546,600.      115,830.      MT  (+/- 180 meters Scaled)
 LA1022
 LA1022                          SUPERSEDED SURVEY CONTROL
 LA1022
 LA1022  NGVD 29 (??/??/92)  284.129  (m)          932.18   (f) ADJ UNCH    2 0
 LA1022
 LA1022.Superseded values are not recommended for survey control.
 LA1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1022.See file dsdata.txt to determine how the superseded data were derived.
 LA1022
 LA1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK293479(NAD 83)
 LA1022_MARKER: DB = BENCH MARK DISK
 LA1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1022_STAMPING: N 41 1934
 LA1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1022+STABILITY: SURFACE MOTION
 LA1022
 LA1022  HISTORY     - Date     Condition        Report By
 LA1022  HISTORY     - 1934     MONUMENTED       CGS
 LA1022  HISTORY     - 1947     GOOD             NGS
 LA1022
 LA1022                          STATION DESCRIPTION
 LA1022
 LA1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LA1022'0.7 MI E FROM YORKTOWN.
 LA1022'ABOUT 0.7 MILE EAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 LA1022'AND ST. LOUIS RAILROAD FROM THE STATION AT YORKTOWN, AT A
 LA1022'NORTH-SOUTH BLACK TOP ROAD CROSSING, 91 FEET NORTH AND ACROSS
 LA1022'THE TRACK FROM POLE 234/40, 42.8 FEET NORTH OF THE NORTH RAIL,
 LA1022'30 FEET WEST OF THE CENTER LINE OF THE BLACK TOP ROAD, 14 FEET
 LA1022'WEST OF A CONCRETE FENCE CORNER POST, 16 FEET WEST-SOUTHWEST OF
 LA1022'POWER POLE NO. 46/335, 2 FEET SOUTH OF THE FENCE LINE, ABOUT
 LA1022'1 FOOT ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 LA1022'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1445 ***********************************************************************
 LA1445  DESIGNATION -  N 42
 LA1445  PID         -  LA1445
 LA1445  STATE/COUNTY-  IN/HAMILTON
 LA1445  USGS QUAD   -  RIVERWOOD (1994)
 LA1445
 LA1445                         *CURRENT SURVEY CONTROL
 LA1445  ___________________________________________________________________
 LA1445* NAD 83(1986)-  40 02 39.     (N)    085 58 04.     (W)     SCALED    
 LA1445* NAVD 88     -       247.253  (meters)     811.20   (feet)  ADJUSTED  
 LA1445  ___________________________________________________________________
 LA1445  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 LA1445  DYNAMIC HT  -         247.119 (meters)     810.76  (feet)  COMP
 LA1445  MODELED GRAV-     980,075.4   (mgal)                       NAVD 88
 LA1445
 LA1445  VERT ORDER  -  SECOND    CLASS 0
 LA1445
 LA1445.The horizontal coordinates were scaled from a topographic map and have
 LA1445.an estimated accuracy of +/- 6 seconds.
 LA1445
 LA1445.The orthometric height was determined by differential leveling
 LA1445.and adjusted by the National Geodetic Survey in June 1991..
 LA1445
 LA1445.The geoid height was determined by GEOID03.
 LA1445
 LA1445.The dynamic height is computed by dividing the NAVD 88
 LA1445.geopotential number by the normal gravity value computed on the
 LA1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1445.degrees latitude (g = 980.6199 gals.).
 LA1445
 LA1445.The modeled gravity was interpolated from observed gravity values.
 LA1445
 LA1445;                    North         East    Units  Estimated Accuracy
 LA1445;SPC IN E     -   532,470.       74,300.      MT  (+/- 180 meters Scaled)
 LA1445
 LA1445                          SUPERSEDED SURVEY CONTROL
 LA1445
 LA1445  NGVD 29 (??/??/92)  247.380  (m)          811.61   (f) ADJ UNCH    2 0
 LA1445
 LA1445.Superseded values are not recommended for survey control.
 LA1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1445.See file dsdata.txt to determine how the superseded data were derived.
 LA1445
 LA1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK880331(NAD 83)
 LA1445_MARKER: DB = BENCH MARK DISK
 LA1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1445_STAMPING: N 42 1934
 LA1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1445+STABILITY: SURFACE MOTION
 LA1445
 LA1445  HISTORY     - Date     Condition        Report By
 LA1445  HISTORY     - 1934     MONUMENTED       CGS
 LA1445
 LA1445                          STATION DESCRIPTION
 LA1445
 LA1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA1445'2.5 MI E FROM NOBLESVILLE.
 LA1445'2.5 MILES EAST ALONG THE CENTRAL INDIANA RAILWAY FROM THE
 LA1445'STATION AT NOBLESVILLE, HAMILTON COUNTY, 0.3 MILE EAST OF THE
 LA1445'CROSSING OF STATE HIGHWAY 38, ABOUT 800 FEET EAST OF A LARGE
 LA1445'DAIRY BARN, 21 YARDS SOUTHEAST OF THE FIRST HIGHWAY CULVERT EAST
 LA1445'OF THE INTERSECTION OF STATE HIGHWAYS 32 AND 38, 51 FEET SOUTH
 LA1445'OF THE SOUTH EDGE OF STATE HIGHWAY 32, 12.2 FEET SOUTH OF THE
 LA1445'SOUTH RAIL, AND ABOUT 15 INCHES LOWER THAN THE TRACK.  A STANDARD
 LA1445'DISK, STAMPED N 42 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2380 ***********************************************************************
 JZ2380  DESIGNATION -  N 43
 JZ2380  PID         -  JZ2380
 JZ2380  STATE/COUNTY-  IN/RUSH
 JZ2380  USGS QUAD   -  CARTHAGE (1988)
 JZ2380
 JZ2380                         *CURRENT SURVEY CONTROL
 JZ2380  ___________________________________________________________________
 JZ2380* NAD 83(1986)-  39 39 17.     (N)    085 30 30.     (W)     SCALED    
 JZ2380* NAVD 88     -       291.906  (meters)     957.69   (feet)  ADJUSTED  
 JZ2380  ___________________________________________________________________
 JZ2380  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ2380  DYNAMIC HT  -         291.735 (meters)     957.13  (feet)  COMP
 JZ2380  MODELED GRAV-     980,033.7   (mgal)                       NAVD 88
 JZ2380
 JZ2380  VERT ORDER  -  SECOND    CLASS 0
 JZ2380
 JZ2380.The horizontal coordinates were scaled from a topographic map and have
 JZ2380.an estimated accuracy of +/- 6 seconds.
 JZ2380
 JZ2380.The orthometric height was determined by differential leveling
 JZ2380.and adjusted by the National Geodetic Survey in June 1991..
 JZ2380
 JZ2380.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2380.See file dsdata.txt to determine how the superseded data were derived.
 JZ2380
 JZ2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ279904(NAD 83)
 JZ2380_MARKER: DB = BENCH MARK DISK
 JZ2380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2380_STAMPING: N 43 1934
 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 = OCTOBER  6, 2006
 LA1526 ***********************************************************************
 LA1526  DESIGNATION -  N 44
 LA1526  PID         -  LA1526
 LA1526  STATE/COUNTY-  IN/MADISON
 LA1526  USGS QUAD   -  ANDERSON SOUTH (1994)
 LA1526
 LA1526                         *CURRENT SURVEY CONTROL
 LA1526  ___________________________________________________________________
 LA1526* NAD 83(1986)-  40 03 15.     (N)    085 39 47.     (W)     SCALED    
 LA1526* NAVD 88     -       277.855  (meters)     911.60   (feet)  ADJUSTED  
 LA1526  ___________________________________________________________________
 LA1526  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 LA1526  DYNAMIC HT  -         277.704 (meters)     911.10  (feet)  COMP
 LA1526  MODELED GRAV-     980,074.3   (mgal)                       NAVD 88
 LA1526
 LA1526  VERT ORDER  -  SECOND    CLASS 0
 LA1526
 LA1526.The horizontal coordinates were scaled from a topographic map and have
 LA1526.an estimated accuracy of +/- 6 seconds.
 LA1526
 LA1526.The orthometric height was determined by differential leveling
 LA1526.and adjusted by the National Geodetic Survey in June 1991..
 LA1526
 LA1526.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1526.See file dsdata.txt to determine how the superseded data were derived.
 LA1526
 LA1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK140346(NAD 83)
 LA1526_MARKER: DB = BENCH MARK DISK
 LA1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1526_STAMPING: N 44 1934
 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             NGS
 LA1526
 LA1526                          STATION DESCRIPTION
 LA1526
 LA1526'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2426 ***********************************************************************
 JZ2426  DESIGNATION -  N 45
 JZ2426  PID         -  JZ2426
 JZ2426  STATE/COUNTY-  IN/HENRY
 JZ2426  USGS QUAD   -  SHIRLEY (1960)
 JZ2426
 JZ2426                         *CURRENT SURVEY CONTROL
 JZ2426  ___________________________________________________________________
 JZ2426* NAD 83(1986)-  39 54 09.     (N)    085 31 14.     (W)     SCALED    
 JZ2426* NAVD 88     -       317.130  (meters)    1040.45   (feet)  ADJUSTED  
 JZ2426  ___________________________________________________________________
 JZ2426  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JZ2426  DYNAMIC HT  -         316.953 (meters)    1039.87  (feet)  COMP
 JZ2426  MODELED GRAV-     980,057.0   (mgal)                       NAVD 88
 JZ2426
 JZ2426  VERT ORDER  -  SECOND    CLASS 0
 JZ2426
 JZ2426.The horizontal coordinates were scaled from a topographic map and have
 JZ2426.an estimated accuracy of +/- 6 seconds.
 JZ2426
 JZ2426.The orthometric height was determined by differential leveling
 JZ2426.and adjusted by the National Geodetic Survey in June 1991..
 JZ2426
 JZ2426.The geoid height was determined by GEOID03.
 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     -   516,700.      112,490.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2426.See file dsdata.txt to determine how the superseded data were derived.
 JZ2426
 JZ2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK264179(NAD 83)
 JZ2426_MARKER: DB = BENCH MARK DISK
 JZ2426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2426_SP_SET: CONCRETE BASE
 JZ2426_STAMPING: N 45 1934
 JZ2426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2426
 JZ2426  HISTORY     - Date     Condition        Report By
 JZ2426  HISTORY     - 1934     MONUMENTED       CGS
 JZ2426  HISTORY     - 1934     GOOD             NGS
 JZ2426
 JZ2426                          STATION DESCRIPTION
 JZ2426
 JZ2426'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1668 ***********************************************************************
 JZ1668  DESIGNATION -  N 46
 JZ1668  PID         -  JZ1668
 JZ1668  STATE/COUNTY-  IN/FAYETTE
 JZ1668  USGS QUAD   -  BROWNSVILLE (1983)
 JZ1668
 JZ1668                         *CURRENT SURVEY CONTROL
 JZ1668  ___________________________________________________________________
 JZ1668* NAD 83(1986)-  39 38 38.     (N)    085 07 28.     (W)     SCALED    
 JZ1668* NAVD 88     -       251.672  (meters)     825.69   (feet)  ADJUSTED  
 JZ1668  ___________________________________________________________________
 JZ1668  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ1668  DYNAMIC HT  -         251.522 (meters)     825.20  (feet)  COMP
 JZ1668  MODELED GRAV-     980,024.0   (mgal)                       NAVD 88
 JZ1668
 JZ1668  VERT ORDER  -  SECOND    CLASS 0
 JZ1668
 JZ1668.The horizontal coordinates were scaled from a topographic map and have
 JZ1668.an estimated accuracy of +/- 6 seconds.
 JZ1668
 JZ1668.The orthometric height was determined by differential leveling
 JZ1668.and adjusted by the National Geodetic Survey in June 1991..
 JZ1668
 JZ1668.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1668.See file dsdata.txt to determine how the superseded data were derived.
 JZ1668
 JZ1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ609899(NAD 83)
 JZ1668_MARKER: DB = BENCH MARK DISK
 JZ1668_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1668_SP_SET: SIGNAL CONCRETE BASE
 JZ1668_STAMPING: N 46 1934
 JZ1668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  6, 2006
 JZ0591 ***********************************************************************
 JZ0591  DESIGNATION -  N 47
 JZ0591  PID         -  JZ0591
 JZ0591  STATE/COUNTY-  IN/DEARBORN
 JZ0591  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ0591
 JZ0591                         *CURRENT SURVEY CONTROL
 JZ0591  ___________________________________________________________________
 JZ0591* NAD 83(1986)-  39 06 02.     (N)    084 51 43.     (W)     SCALED    
 JZ0591* NAVD 88     -       153.798  (meters)     504.59   (feet)  ADJUSTED  
 JZ0591  ___________________________________________________________________
 JZ0591  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JZ0591  DYNAMIC HT  -         153.702 (meters)     504.27  (feet)  COMP
 JZ0591  MODELED GRAV-     979,999.5   (mgal)                       NAVD 88
 JZ0591
 JZ0591  VERT ORDER  -  FIRST     CLASS II
 JZ0591
 JZ0591.The horizontal coordinates were scaled from a topographic map and have
 JZ0591.an estimated accuracy of +/- 6 seconds.
 JZ0591
 JZ0591.The orthometric height was determined by differential leveling
 JZ0591.and adjusted by the National Geodetic Survey in June 1991..
 JZ0591
 JZ0591.The geoid height was determined by GEOID03.
 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     -   427,970.      169,610.      MT  (+/- 180 meters Scaled)
 JZ0591
 JZ0591                          SUPERSEDED SURVEY CONTROL
 JZ0591
 JZ0591  NGVD 29 (06/03/91)  154.006  (m)          505.27   (f) ADJUSTED    1 2
 JZ0591
 JZ0591.Superseded values are not recommended for survey control.
 JZ0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0591.See file dsdata.txt to determine how the superseded data were derived.
 JZ0591
 JZ0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ848301(NAD 83)
 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             NGS
 JZ0591  HISTORY     - 1986     GOOD             NGS
 JZ0591  HISTORY     - 20060602 GOOD             GEOCAC
 JZ0591
 JZ0591                          STATION DESCRIPTION
 JZ0591
 JZ0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 JZ0591'AT LAWRENCEBURG.
 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 NORTHEAST CORNER OF THE MAIN OFFICE BUILDING, 1.4 FEET NORTH
 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'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 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 NORTHEAST CORNER OF THE BUILDING.
 JZ0591'THE MARK IS 0.5 M ABOVE THE GROUND.
 JZ0591
 JZ0591                          STATION RECOVERY (2006)
 JZ0591
 JZ0591'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ0591'MARK FOUND IN GOOD CONDITION, DESCRIPTION CORRECTION - MARK IS IN
 JZ0591'SOUTHEAST CORNER OF OFFICE BUILDING, FACING RIDGE AVE.
 JZ0591'GPS - N39 05.986 W84 51.678
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1695 ***********************************************************************
 HZ1695  DESIGNATION -  N 49
 HZ1695  PID         -  HZ1695
 HZ1695  STATE/COUNTY-  IN/JENNINGS
 HZ1695  USGS QUAD   -  VERNON (1994)
 HZ1695
 HZ1695                         *CURRENT SURVEY CONTROL
 HZ1695  ___________________________________________________________________
 HZ1695* NAD 83(1986)-  38 54 43.     (N)    085 32 08.     (W)     SCALED    
 HZ1695* NAVD 88     -       242.866  (meters)     796.80   (feet)  ADJUSTED  
 HZ1695  ___________________________________________________________________
 HZ1695  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 HZ1695  DYNAMIC HT  -         242.710 (meters)     796.29  (feet)  COMP
 HZ1695  MODELED GRAV-     979,979.3   (mgal)                       NAVD 88
 HZ1695
 HZ1695  VERT ORDER  -  SECOND    CLASS 0
 HZ1695
 HZ1695.The horizontal coordinates were scaled from a topographic map and have
 HZ1695.an estimated accuracy of +/- 6 seconds.
 HZ1695
 HZ1695.The orthometric height was determined by differential leveling
 HZ1695.and adjusted by the National Geodetic Survey in June 1991..
 HZ1695
 HZ1695.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1695.See file dsdata.txt to determine how the superseded data were derived.
 HZ1695
 HZ1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ269080(NAD 83)
 HZ1695_MARKER: DB = BENCH MARK DISK
 HZ1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1695_STAMPING: N 49 1934
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1633 ***********************************************************************
 LA1633  DESIGNATION -  N 5
 LA1633  PID         -  LA1633
 LA1633  STATE/COUNTY-  IN/WABASH
 LA1633  USGS QUAD   -  WABASH (1994)
 LA1633
 LA1633                         *CURRENT SURVEY CONTROL
 LA1633  ___________________________________________________________________
 LA1633* NAD 83(1986)-  40 47 00.     (N)    085 48 44.     (W)     SCALED    
 LA1633* NAVD 88     -       214.150  (meters)     702.59   (feet)  ADJUSTED  
 LA1633  ___________________________________________________________________
 LA1633  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 LA1633  DYNAMIC HT  -         214.048 (meters)     702.26  (feet)  COMP
 LA1633  MODELED GRAV-     980,140.7   (mgal)                       NAVD 88
 LA1633
 LA1633  VERT ORDER  -  FIRST     CLASS II
 LA1633
 LA1633.The horizontal coordinates were scaled from a topographic map and have
 LA1633.an estimated accuracy of +/- 6 seconds.
 LA1633
 LA1633.The orthometric height was determined by differential leveling
 LA1633.and adjusted by the National Geodetic Survey in June 1991..
 LA1633
 LA1633.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1633.See file dsdata.txt to determine how the superseded data were derived.
 LA1633
 LA1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL002153(NAD 83)
 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     - UNK      MONUMENTED       CGS
 LA1633  HISTORY     - 1946     GOOD             NGS
 LA1633
 LA1633                          STATION DESCRIPTION
 LA1633
 LA1633'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0126 ***********************************************************************
 KA0126  DESIGNATION -  N 50
 KA0126  PID         -  KA0126
 KA0126  STATE/COUNTY-  IN/MARION
 KA0126  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA0126
 KA0126                         *CURRENT SURVEY CONTROL
 KA0126  ___________________________________________________________________
 KA0126* NAD 83(1986)-  39 46 52.     (N)    086 13 21.     (W)     SCALED    
 KA0126* NAVD 88     -       220.646  (meters)     723.90   (feet)  ADJUSTED  
 KA0126  ___________________________________________________________________
 KA0126  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 KA0126  DYNAMIC HT  -         220.526 (meters)     723.51  (feet)  COMP
 KA0126  MODELED GRAV-     980,077.7   (mgal)                       NAVD 88
 KA0126
 KA0126  VERT ORDER  -  SECOND    CLASS 0
 KA0126
 KA0126.The horizontal coordinates were scaled from a topographic map and have
 KA0126.an estimated accuracy of +/- 6 seconds.
 KA0126
 KA0126.The orthometric height was determined by differential leveling
 KA0126.and adjusted by the National Geodetic Survey in June 1991..
 KA0126
 KA0126.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0126.See file dsdata.txt to determine how the superseded data were derived.
 KA0126
 KA0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK665037(NAD 83)
 KA0126_MARKER: DB = BENCH MARK DISK
 KA0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0126_STAMPING: N 50 1934
 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             NGS
 KA0126  HISTORY     - 19960711 MARK NOT FOUND   USPSQD
 KA0126
 KA0126                          STATION DESCRIPTION
 KA0126
 KA0126'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0607 ***********************************************************************
 KA0607  DESIGNATION -  N 51
 KA0607  PID         -  KA0607
 KA0607  STATE/COUNTY-  IN/PUTNAM
 KA0607  USGS QUAD   -  REELSVILLE (1986)
 KA0607
 KA0607                         *CURRENT SURVEY CONTROL
 KA0607  ___________________________________________________________________
 KA0607* NAD 83(1986)-  39 37 10.     (N)    086 52 33.     (W)     SCALED    
 KA0607* NAVD 88     -       231.924  (meters)     760.90   (feet)  ADJUSTED  
 KA0607  ___________________________________________________________________
 KA0607  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KA0607  DYNAMIC HT  -         231.793 (meters)     760.47  (feet)  COMP
 KA0607  MODELED GRAV-     980,056.7   (mgal)                       NAVD 88
 KA0607
 KA0607  VERT ORDER  -  SECOND    CLASS 0
 KA0607
 KA0607.The horizontal coordinates were scaled from a topographic map and have
 KA0607.an estimated accuracy of +/- 6 seconds.
 KA0607
 KA0607.The orthometric height was determined by differential leveling
 KA0607.and adjusted by the National Geodetic Survey in June 1991..
 KA0607.WARNING-Repeat measurements at this control monument indicate possible
 KA0607.vertical movement.
 KA0607
 KA0607.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0607.See file dsdata.txt to determine how the superseded data were derived.
 KA0607
 KA0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ106855(NAD 83)
 KA0607_MARKER: DB = BENCH MARK DISK
 KA0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0607_STAMPING: N 51 1934
 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             NGS
 KA0607
 KA0607                          STATION DESCRIPTION
 KA0607
 KA0607'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0452 ***********************************************************************
 KA0452  DESIGNATION -  N 52
 KA0452  PID         -  KA0452
 KA0452  STATE/COUNTY-  IN/MONROE
 KA0452  USGS QUAD   -  CLEAR CREEK (1990)
 KA0452
 KA0452                         *CURRENT SURVEY CONTROL
 KA0452  ___________________________________________________________________
 KA0452* NAD 83(1986)-  39 03 23.     (N)    086 34 23.     (W)     SCALED    
 KA0452* NAVD 88     -       175.388  (meters)     575.42   (feet)  ADJUSTED  
 KA0452  ___________________________________________________________________
 KA0452  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KA0452  DYNAMIC HT  -         175.280 (meters)     575.06  (feet)  COMP
 KA0452  MODELED GRAV-     980,005.1   (mgal)                       NAVD 88
 KA0452
 KA0452  VERT ORDER  -  SECOND    CLASS 0
 KA0452
 KA0452.The horizontal coordinates were scaled from a topographic map and have
 KA0452.an estimated accuracy of +/- 6 seconds.
 KA0452
 KA0452.The orthometric height was determined by differential leveling
 KA0452.and adjusted by the National Geodetic Survey in June 1991..
 KA0452
 KA0452.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0452.See file dsdata.txt to determine how the superseded data were derived.
 KA0452
 KA0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ369231(NAD 83)
 KA0452_MARKER: DB = BENCH MARK DISK
 KA0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0452_STAMPING: N 52 1934
 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 = OCTOBER  6, 2006
 KA0334 ***********************************************************************
 KA0334  DESIGNATION -  N 53
 KA0334  PID         -  KA0334
 KA0334  STATE/COUNTY-  IN/BROWN
 KA0334  USGS QUAD   -  NASHVILLE (1994)
 KA0334
 KA0334                         *CURRENT SURVEY CONTROL
 KA0334  ___________________________________________________________________
 KA0334* NAD 83(1986)-  39 11 59.     (N)    086 07 37.     (W)     SCALED    
 KA0334* NAVD 88     -       205.344  (meters)     673.70   (feet)  ADJUSTED  
 KA0334  ___________________________________________________________________
 KA0334  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KA0334  DYNAMIC HT  -         205.219 (meters)     673.29  (feet)  COMP
 KA0334  MODELED GRAV-     980,014.2   (mgal)                       NAVD 88
 KA0334
 KA0334  VERT ORDER  -  SECOND    CLASS 0
 KA0334
 KA0334.The horizontal coordinates were scaled from a topographic map and have
 KA0334.an estimated accuracy of +/- 6 seconds.
 KA0334
 KA0334.The orthometric height was determined by differential leveling
 KA0334.and adjusted by the National Geodetic Survey in June 1991..
 KA0334
 KA0334.The geoid height was determined by GEOID03.
 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     -   438,770.       60,240.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0334.See file dsdata.txt to determine how the superseded data were derived.
 KA0334
 KA0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ753393(NAD 83)
 KA0334_MARKER: DB = BENCH MARK DISK
 KA0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0334_STAMPING: N 53 1934
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1588 ***********************************************************************
 KA1588  DESIGNATION -  N 54
 KA1588  PID         -  KA1588
 KA1588  STATE/COUNTY-  IN/SULLIVAN
 KA1588  USGS QUAD   -  SULLIVAN (1986)
 KA1588
 KA1588                         *CURRENT SURVEY CONTROL
 KA1588  ___________________________________________________________________
 KA1588* NAD 83(1997)-  39 05 11.99667(N)    087 24 29.65012(W)     ADJUSTED  
 KA1588* NAVD 88     -       152.272  (meters)     499.58   (feet)  ADJUSTED  
 KA1588  ___________________________________________________________________
 KA1588  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 KA1588  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KA1588  DYNAMIC HT  -         152.182 (meters)     499.28  (feet)  COMP
 KA1588  MODELED GRAV-     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
 KA1588.and adjusted by the National Geodetic Survey in June 1991..
 KA1588
 KA1588.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1588
 KA1588.The geoid height was determined by GEOID03.
 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;                    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  =   0.99959652
 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)  152.41   (m)          500.0    (f) COMPUTED    2 0
 KA1588
 KA1588.Superseded values are not recommended for survey control.
 KA1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1588.See file dsdata.txt to determine how the superseded data were derived.
 KA1588
 KA1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6469326473(NAD 83)
 KA1588_MARKER: DD = SURVEY DISK
 KA1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1588_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KA1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1588+STABILITY: SURFACE MOTION
 KA1588
 KA1588  HISTORY     - Date     Condition        Report By
 KA1588  HISTORY     - 1947     MONUMENTED       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 = OCTOBER  6, 2006
 JA0266 ***********************************************************************
 JA0266  DESIGNATION -  N 56
 JA0266  PID         -  JA0266
 JA0266  STATE/COUNTY-  IN/CRAWFORD
 JA0266  USGS QUAD   -  MILLTOWN (1980)
 JA0266
 JA0266                         *CURRENT SURVEY CONTROL
 JA0266  ___________________________________________________________________
 JA0266* NAD 83(1986)-  38 21 34.     (N)    086 18 57.     (W)     SCALED    
 JA0266* NAVD 88     -       176.895  (meters)     580.36   (feet)  ADJUSTED  
 JA0266  ___________________________________________________________________
 JA0266  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JA0266  DYNAMIC HT  -         176.770 (meters)     579.95  (feet)  COMP
 JA0266  MODELED GRAV-     979,921.0   (mgal)                       NAVD 88
 JA0266
 JA0266  VERT ORDER  -  FIRST     CLASS II
 JA0266
 JA0266.The horizontal coordinates were scaled from a topographic map and have
 JA0266.an estimated accuracy of +/- 6 seconds.
 JA0266
 JA0266.The orthometric height was determined by differential leveling
 JA0266.and adjusted by the National Geodetic Survey in June 1991..
 JA0266
 JA0266.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0266.See file dsdata.txt to determine how the superseded data were derived.
 JA0266
 JA0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH597459(NAD 83)
 JA0266_MARKER: DB = BENCH MARK DISK
 JA0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0266_SP_SET: 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             NGS
 JA0266
 JA0266                          STATION DESCRIPTION
 JA0266
 JA0266'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1687 ***********************************************************************
 HZ1687  DESIGNATION -  N 60
 HZ1687  PID         -  HZ1687
 HZ1687  STATE/COUNTY-  IN/JACKSON
 HZ1687  USGS QUAD   -  CROTHERSVILLE (1993)
 HZ1687
 HZ1687                         *CURRENT SURVEY CONTROL
 HZ1687  ___________________________________________________________________
 HZ1687* NAD 83(1986)-  38 50 56.     (N)    085 51 31.     (W)     SCALED    
 HZ1687* NAVD 88     -       163.938  (meters)     537.85   (feet)  ADJUSTED  
 HZ1687  ___________________________________________________________________
 HZ1687  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 HZ1687  DYNAMIC HT  -         163.833 (meters)     537.51  (feet)  COMP
 HZ1687  MODELED GRAV-     979,985.4   (mgal)                       NAVD 88
 HZ1687
 HZ1687  VERT ORDER  -  SECOND    CLASS 0
 HZ1687
 HZ1687.The horizontal coordinates were scaled from a topographic map and have
 HZ1687.an estimated accuracy of +/- 6 seconds.
 HZ1687
 HZ1687.The orthometric height was determined by differential leveling
 HZ1687.and adjusted by the National Geodetic Survey in June 1991..
 HZ1687
 HZ1687.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1687.See file dsdata.txt to determine how the superseded data were derived.
 HZ1687
 HZ1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ990006(NAD 83)
 HZ1687_MARKER: DB = BENCH MARK DISK
 HZ1687_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1687_SP_SET: ABUTMENT
 HZ1687_STAMPING: N 60 1934
 HZ1687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1687
 HZ1687  HISTORY     - Date     Condition        Report By
 HZ1687  HISTORY     - 1934     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0627 ***********************************************************************
 KA0627  DESIGNATION -  N 62
 KA0627  PID         -  KA0627
 KA0627  STATE/COUNTY-  IN/HENDRICKS
 KA0627  USGS QUAD   -  COATESVILLE (1983)
 KA0627
 KA0627                         *CURRENT SURVEY CONTROL
 KA0627  ___________________________________________________________________
 KA0627* NAD 83(1986)-  39 37 50.     (N)    086 39 35.     (W)     SCALED    
 KA0627* NAVD 88     -       244.370  (meters)     801.74   (feet)  ADJUSTED  
 KA0627  ___________________________________________________________________
 KA0627  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KA0627  DYNAMIC HT  -         244.233 (meters)     801.29  (feet)  COMP
 KA0627  MODELED GRAV-     980,059.0   (mgal)                       NAVD 88
 KA0627
 KA0627  VERT ORDER  -  FIRST     CLASS II
 KA0627
 KA0627.The horizontal coordinates were scaled from a topographic map and have
 KA0627.an estimated accuracy of +/- 6 seconds.
 KA0627
 KA0627.The orthometric height was determined by differential leveling
 KA0627.and adjusted by the National Geodetic Survey in June 1991..
 KA0627
 KA0627.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0627.See file dsdata.txt to determine how the superseded data were derived.
 KA0627
 KA0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ292868(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0697 ***********************************************************************
 KA0697  DESIGNATION -  N 63
 KA0697  PID         -  KA0697
 KA0697  STATE/COUNTY-  IN/MORGAN
 KA0697  USGS QUAD   -  EMINENCE (1983)
 KA0697
 KA0697                         *CURRENT SURVEY CONTROL
 KA0697  ___________________________________________________________________
 KA0697* NAD 83(1986)-  39 33 27.     (N)    086 38 47.     (W)     SCALED    
 KA0697* NAVD 88     -       228.229  (meters)     748.78   (feet)  ADJUSTED  
 KA0697  ___________________________________________________________________
 KA0697  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KA0697  DYNAMIC HT  -         228.100 (meters)     748.36  (feet)  COMP
 KA0697  MODELED GRAV-     980,057.1   (mgal)                       NAVD 88
 KA0697
 KA0697  VERT ORDER  -  SECOND    CLASS 0
 KA0697
 KA0697.The horizontal coordinates were scaled from a topographic map and have
 KA0697.an estimated accuracy of +/- 6 seconds.
 KA0697
 KA0697.The orthometric height was determined by differential leveling
 KA0697.and adjusted by the National Geodetic Survey in June 1991..
 KA0697
 KA0697.The geoid height was determined by GEOID03.
 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     -   478,480.      937,550.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0697.See file dsdata.txt to determine how the superseded data were derived.
 KA0697
 KA0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ303787(NAD 83)
 KA0697_MARKER: DB = BENCH MARK DISK
 KA0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0697_STAMPING: N 63 1946
 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 = OCTOBER  6, 2006
 KA0133 ***********************************************************************
 KA0133  DESIGNATION -  N 64
 KA0133  PID         -  KA0133
 KA0133  STATE/COUNTY-  IN/MARION
 KA0133  USGS QUAD   -  MAYWOOD (1986)
 KA0133
 KA0133                         *CURRENT SURVEY CONTROL
 KA0133  ___________________________________________________________________
 KA0133* NAD 83(1986)-  39 43 13.     (N)    086 13 30.     (W)     SCALED    
 KA0133* NAVD 88     -       211.519  (meters)     693.96   (feet)  ADJUSTED  
 KA0133  ___________________________________________________________________
 KA0133  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KA0133  DYNAMIC HT  -         211.405 (meters)     693.58  (feet)  COMP
 KA0133  MODELED GRAV-     980,079.4   (mgal)                       NAVD 88
 KA0133
 KA0133  VERT ORDER  -  SECOND    CLASS 0
 KA0133
 KA0133.The horizontal coordinates were scaled from a topographic map and have
 KA0133.an estimated accuracy of +/- 6 seconds.
 KA0133
 KA0133.The orthometric height was determined by differential leveling
 KA0133.and adjusted by the National Geodetic Survey in June 1991..
 KA0133
 KA0133.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0133.See file dsdata.txt to determine how the superseded data were derived.
 KA0133
 KA0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ664969(NAD 83)
 KA0133_MARKER: DB = BENCH MARK DISK
 KA0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0133_STAMPING: N 64 1946
 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             NGS
 KA0133  HISTORY     - 1976     GOOD             LOCSUR
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0545 ***********************************************************************
 KA0545  DESIGNATION -  N 65
 KA0545  PID         -  KA0545
 KA0545  STATE/COUNTY-  IN/MORGAN
 KA0545  USGS QUAD   -  PARAGON (1987)
 KA0545
 KA0545                         *CURRENT SURVEY CONTROL
 KA0545  ___________________________________________________________________
 KA0545* NAD 83(1986)-  39 27 32.     (N)    086 30 52.     (W)     SCALED    
 KA0545* NAVD 88     -       194.440  (meters)     637.93   (feet)  ADJUSTED  
 KA0545  ___________________________________________________________________
 KA0545  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KA0545  DYNAMIC HT  -         194.329 (meters)     637.56  (feet)  COMP
 KA0545  MODELED GRAV-     980,053.9   (mgal)                       NAVD 88
 KA0545
 KA0545  VERT ORDER  -  SECOND    CLASS 0
 KA0545
 KA0545.The horizontal coordinates were scaled from a topographic map and have
 KA0545.an estimated accuracy of +/- 6 seconds.
 KA0545
 KA0545.The orthometric height was determined by differential leveling
 KA0545.and adjusted by the National Geodetic Survey in June 1991..
 KA0545
 KA0545.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0545.See file dsdata.txt to determine how the superseded data were derived.
 KA0545
 KA0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ417678(NAD 83)
 KA0545_MARKER: DB = BENCH MARK DISK
 KA0545_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0545_SP_SET: BRIDGE
 KA0545_STAMPING: N 65 1946
 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 = OCTOBER  6, 2006
 KA0508 ***********************************************************************
 KA0508  DESIGNATION -  N 67
 KA0508  PID         -  KA0508
 KA0508  STATE/COUNTY-  IN/OWEN
 KA0508  USGS QUAD   -  PATRICKSBURG (1956)
 KA0508
 KA0508                         *CURRENT SURVEY CONTROL
 KA0508  ___________________________________________________________________
 KA0508* NAD 83(1986)-  39 17 25.     (N)    086 59 03.     (W)     SCALED    
 KA0508* NAVD 88     -       173.543  (meters)     569.37   (feet)  ADJUSTED  
 KA0508  ___________________________________________________________________
 KA0508  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KA0508  DYNAMIC HT  -         173.442 (meters)     569.03  (feet)  COMP
 KA0508  MODELED GRAV-     980,038.2   (mgal)                       NAVD 88
 KA0508
 KA0508  VERT ORDER  -  SECOND    CLASS 0
 KA0508
 KA0508.The horizontal coordinates were scaled from a topographic map and have
 KA0508.an estimated accuracy of +/- 6 seconds.
 KA0508
 KA0508.The orthometric height was determined by differential leveling
 KA0508.and adjusted by the National Geodetic Survey in June 1991..
 KA0508
 KA0508.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0508.See file dsdata.txt to determine how the superseded data were derived.
 KA0508
 KA0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ013489(NAD 83)
 KA0508_MARKER: DB = BENCH MARK DISK
 KA0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0508_STAMPING: N 67 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1139 ***********************************************************************
 KA1139  DESIGNATION -  N 68
 KA1139  PID         -  KA1139
 KA1139  STATE/COUNTY-  IN/CLAY
 KA1139  USGS QUAD   -  CENTER POINT (1986)
 KA1139
 KA1139                         *CURRENT SURVEY CONTROL
 KA1139  ___________________________________________________________________
 KA1139* NAD 83(1986)-  39 23 12.     (N)    087 06 38.     (W)     SCALED    
 KA1139* NAVD 88     -       176.218  (meters)     578.14   (feet)  ADJUSTED  
 KA1139  ___________________________________________________________________
 KA1139  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KA1139  DYNAMIC HT  -         176.117 (meters)     577.81  (feet)  COMP
 KA1139  MODELED GRAV-     980,048.8   (mgal)                       NAVD 88
 KA1139
 KA1139  VERT ORDER  -  FIRST     CLASS II
 KA1139
 KA1139.The horizontal coordinates were scaled from a topographic map and have
 KA1139.an estimated accuracy of +/- 6 seconds.
 KA1139
 KA1139.The orthometric height was determined by differential leveling
 KA1139.and adjusted by the National Geodetic Survey in June 1991..
 KA1139
 KA1139.The geoid height was determined by GEOID03.
 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     -   459,420.      897,660.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1139.See file dsdata.txt to determine how the superseded data were derived.
 KA1139
 KA1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ904596(NAD 83)
 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 = OCTOBER  6, 2006
 KA0501 ***********************************************************************
 KA0501  DESIGNATION -  N 69
 KA0501  PID         -  KA0501
 KA0501  STATE/COUNTY-  IN/OWEN
 KA0501  USGS QUAD   -  POLAND (1980)
 KA0501
 KA0501                         *CURRENT SURVEY CONTROL
 KA0501  ___________________________________________________________________
 KA0501* NAD 83(1986)-  39 26 44.     (N)    086 55 21.     (W)     SCALED    
 KA0501* NAVD 88     -       211.020  (meters)     692.32   (feet)  ADJUSTED  
 KA0501  ___________________________________________________________________
 KA0501  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KA0501  DYNAMIC HT  -         210.899 (meters)     691.92  (feet)  COMP
 KA0501  MODELED GRAV-     980,048.2   (mgal)                       NAVD 88
 KA0501
 KA0501  VERT ORDER  -  SECOND    CLASS 0
 KA0501
 KA0501.The horizontal coordinates were scaled from a topographic map and have
 KA0501.an estimated accuracy of +/- 6 seconds.
 KA0501
 KA0501.The orthometric height was determined by differential leveling
 KA0501.and adjusted by the National Geodetic Survey in June 1991..
 KA0501
 KA0501.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0501.See file dsdata.txt to determine how the superseded data were derived.
 KA0501
 KA0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ066662(NAD 83)
 KA0501_MARKER: DB = BENCH MARK DISK
 KA0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0501_STAMPING: N 69 1946
 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 = OCTOBER  6, 2006
 ME0266 ***********************************************************************
 ME0266  DESIGNATION -  N 7
 ME0266  PID         -  ME0266
 ME0266  STATE/COUNTY-  IN/MARSHALL
 ME0266  USGS QUAD   -  PLYMOUTH (1980)
 ME0266
 ME0266                         *CURRENT SURVEY CONTROL
 ME0266  ___________________________________________________________________
 ME0266* NAD 83(1986)-  41 20 19.     (N)    086 18 35.     (W)     SCALED    
 ME0266* NAVD 88     -       240.424  (meters)     788.79   (feet)  ADJUSTED  
 ME0266  ___________________________________________________________________
 ME0266  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0266  DYNAMIC HT  -         240.323 (meters)     788.46  (feet)  COMP
 ME0266  MODELED GRAV-     980,200.0   (mgal)                       NAVD 88
 ME0266
 ME0266  VERT ORDER  -  FIRST     CLASS II
 ME0266
 ME0266.The horizontal coordinates were scaled from a topographic map and have
 ME0266.an estimated accuracy of +/- 6 seconds.
 ME0266
 ME0266.The orthometric height was determined by differential leveling
 ME0266.and adjusted by the National Geodetic Survey in April 1995..
 ME0266.WARNING-Repeat measurements at this control monument indicate possible
 ME0266.vertical movement.
 ME0266
 ME0266.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0266
 ME0266  NAVD 88 (06/15/91)  240.420  (m)          788.78   (f) UNKNOWN     1 2
 ME0266  NGVD 29 (01/19/93)  240.544  (m)          789.18   (f) ADJUSTED    1 2
 ME0266
 ME0266.Superseded values are not recommended for survey control.
 ME0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0266.See file dsdata.txt to determine how the superseded data were derived.
 ME0266
 ME0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL577765(NAD 83)
 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     - UNK      MONUMENTED       CGS
 ME0266  HISTORY     - 1968     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 KA0711 ***********************************************************************
 KA0711  DESIGNATION -  N 70
 KA0711  PID         -  KA0711
 KA0711  STATE/COUNTY-  IN/PUTNAM
 KA0711  USGS QUAD   -  REELSVILLE (1986)
 KA0711
 KA0711                         *CURRENT SURVEY CONTROL
 KA0711  ___________________________________________________________________
 KA0711* NAD 83(1986)-  39 31 29.     (N)    086 57 02.     (W)     SCALED    
 KA0711* NAVD 88     -       187.915  (meters)     616.52   (feet)  ADJUSTED  
 KA0711  ___________________________________________________________________
 KA0711  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KA0711  DYNAMIC HT  -         187.808 (meters)     616.17  (feet)  COMP
 KA0711  MODELED GRAV-     980,052.5   (mgal)                       NAVD 88
 KA0711
 KA0711  VERT ORDER  -  SECOND    CLASS 0
 KA0711
 KA0711.The horizontal coordinates were scaled from a topographic map and have
 KA0711.an estimated accuracy of +/- 6 seconds.
 KA0711
 KA0711.The orthometric height was determined by differential leveling
 KA0711.and adjusted by the National Geodetic Survey in June 1991..
 KA0711
 KA0711.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0711.See file dsdata.txt to determine how the superseded data were derived.
 KA0711
 KA0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ042750(NAD 83)
 KA0711_MARKER: DB = BENCH MARK DISK
 KA0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0711_STAMPING: N 70 1946
 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 = OCTOBER  6, 2006
 KA0712 ***********************************************************************
 KA0712  DESIGNATION -  N 70 RESET 1968
 KA0712  PID         -  KA0712
 KA0712  STATE/COUNTY-  IN/PUTNAM
 KA0712  USGS QUAD   -  REELSVILLE (1986)
 KA0712
 KA0712                         *CURRENT SURVEY CONTROL
 KA0712  ___________________________________________________________________
 KA0712* NAD 83(1986)-  39 31 29.     (N)    086 57 02.     (W)     SCALED    
 KA0712* NAVD 88     -       187.62   (meters)     615.5    (feet)  RESET     
 KA0712  ___________________________________________________________________
 KA0712  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KA0712
 KA0712  VERT ORDER  -  THIRD
 KA0712
 KA0712.The horizontal coordinates were scaled from a topographic map and have
 KA0712.an estimated accuracy of +/- 6 seconds.
 KA0712
 KA0712.The orthometric height was computed from unverified reset data.
 KA0712
 KA0712.The geoid height was determined by GEOID03.
 KA0712
 KA0712;                    North         East    Units  Estimated Accuracy
 KA0712;SPC IN W     -   474,760.      911,420.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0712.See file dsdata.txt to determine how the superseded data were derived.
 KA0712
 KA0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ042750(NAD 83)
 KA0712_MARKER: DD = SURVEY DISK
 KA0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0712_STAMPING: N 70 RESET 1968
 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 = OCTOBER  6, 2006
 KA0568 ***********************************************************************
 KA0568  DESIGNATION -  N 72
 KA0568  PID         -  KA0568
 KA0568  STATE/COUNTY-  IN/PUTNAM
 KA0568  USGS QUAD   -  ROACHDALE (1958)
 KA0568
 KA0568                         *CURRENT SURVEY CONTROL
 KA0568  ___________________________________________________________________
 KA0568* NAD 83(1986)-  39 45 39.     (N)    086 46 15.     (W)     SCALED    
 KA0568* NAVD 88     -       260.749  (meters)     855.47   (feet)  ADJUSTED  
 KA0568  ___________________________________________________________________
 KA0568  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KA0568  DYNAMIC HT  -         260.603 (meters)     855.00  (feet)  COMP
 KA0568  MODELED GRAV-     980,062.2   (mgal)                       NAVD 88
 KA0568
 KA0568  VERT ORDER  -  SECOND    CLASS 0
 KA0568
 KA0568.The horizontal coordinates were scaled from a topographic map and have
 KA0568.an estimated accuracy of +/- 6 seconds.
 KA0568
 KA0568.The orthometric height was determined by differential leveling
 KA0568.and adjusted by the National Geodetic Survey in June 1991..
 KA0568
 KA0568.The geoid height was determined by GEOID03.
 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     -   501,010.      926,780.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0568.See file dsdata.txt to determine how the superseded data were derived.
 KA0568
 KA0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK196012(NAD 83)
 KA0568_MARKER: DB = BENCH MARK DISK
 KA0568_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0568_SP_SET: CULVERT
 KA0568_STAMPING: N 72 1946
 KA0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0801 ***********************************************************************
 KA0801  DESIGNATION -  N 73
 KA0801  PID         -  KA0801
 KA0801  STATE/COUNTY-  IN/PUTNAM
 KA0801  USGS QUAD   -  GREENCASTLE (1986)
 KA0801
 KA0801                         *CURRENT SURVEY CONTROL
 KA0801  ___________________________________________________________________
 KA0801* NAD 83(1986)-  39 40 28.     (N)    086 52 19.     (W)     SCALED    
 KA0801* NAVD 88     -       250.444  (meters)     821.66   (feet)  ADJUSTED  
 KA0801  ___________________________________________________________________
 KA0801  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KA0801  DYNAMIC HT  -         250.303 (meters)     821.20  (feet)  COMP
 KA0801  MODELED GRAV-     980,056.6   (mgal)                       NAVD 88
 KA0801
 KA0801  VERT ORDER  -  SECOND    CLASS 0
 KA0801
 KA0801.The horizontal coordinates were scaled from a topographic map and have
 KA0801.an estimated accuracy of +/- 6 seconds.
 KA0801
 KA0801.The orthometric height was determined by differential leveling
 KA0801.and adjusted by the National Geodetic Survey in June 1991..
 KA0801
 KA0801.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0801.See file dsdata.txt to determine how the superseded data were derived.
 KA0801
 KA0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ109916(NAD 83)
 KA0801_MARKER: DB = BENCH MARK DISK
 KA0801_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0801_SP_SET: CULVERT
 KA0801_STAMPING: N 73 1946
 KA0801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0764 ***********************************************************************
 KA0764  DESIGNATION -  N 74
 KA0764  PID         -  KA0764
 KA0764  STATE/COUNTY-  IN/MONTGOMERY
 KA0764  USGS QUAD   -  LADOGA (1984)
 KA0764
 KA0764                         *CURRENT SURVEY CONTROL
 KA0764  ___________________________________________________________________
 KA0764* NAD 83(1986)-  39 54 46.     (N)    086 51 08.     (W)     SCALED    
 KA0764* NAVD 88     -       252.151  (meters)     827.27   (feet)  ADJUSTED  
 KA0764  ___________________________________________________________________
 KA0764  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KA0764  DYNAMIC HT  -         252.013 (meters)     826.81  (feet)  COMP
 KA0764  MODELED GRAV-     980,071.4   (mgal)                       NAVD 88
 KA0764
 KA0764  VERT ORDER  -  SECOND    CLASS 0
 KA0764
 KA0764.The horizontal coordinates were scaled from a topographic map and have
 KA0764.an estimated accuracy of +/- 6 seconds.
 KA0764
 KA0764.The orthometric height was determined by differential leveling
 KA0764.and adjusted by the National Geodetic Survey in June 1991..
 KA0764
 KA0764.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0764.See file dsdata.txt to determine how the superseded data were derived.
 KA0764
 KA0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK126180(NAD 83)
 KA0764_MARKER: DB = BENCH MARK DISK
 KA0764_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0764_SP_SET: CULVERT
 KA0764_STAMPING: N 74 1946
 KA0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0588 ***********************************************************************
 KA0588  DESIGNATION -  N 75
 KA0588  PID         -  KA0588
 KA0588  STATE/COUNTY-  IN/PUTNAM
 KA0588  USGS QUAD   -  NORTH SALEM (1977)
 KA0588
 KA0588                         *CURRENT SURVEY CONTROL
 KA0588  ___________________________________________________________________
 KA0588* NAD 83(1986)-  39 50 56.     (N)    086 43 44.     (W)     SCALED    
 KA0588* NAVD 88     -       273.548  (meters)     897.47   (feet)  ADJUSTED  
 KA0588  ___________________________________________________________________
 KA0588  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KA0588  DYNAMIC HT  -         273.399 (meters)     896.98  (feet)  COMP
 KA0588  MODELED GRAV-     980,075.2   (mgal)                       NAVD 88
 KA0588
 KA0588  VERT ORDER  -  SECOND    CLASS 0
 KA0588
 KA0588.The horizontal coordinates were scaled from a topographic map and have
 KA0588.an estimated accuracy of +/- 6 seconds.
 KA0588
 KA0588.The orthometric height was determined by differential leveling
 KA0588.and adjusted by the National Geodetic Survey in June 1991..
 KA0588
 KA0588.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0588.See file dsdata.txt to determine how the superseded data were derived.
 KA0588
 KA0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK231110(NAD 83)
 KA0588_MARKER: DB = BENCH MARK DISK
 KA0588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0588_SP_SET: CULVERT
 KA0588_STAMPING: N 75 1946
 KA0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0588
 KA0588  HISTORY     - Date     Condition        Report By
 KA0588  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0033 ***********************************************************************
 KA0033  DESIGNATION -  N 76
 KA0033  PID         -  KA0033
 KA0033  STATE/COUNTY-  IN/MORGAN
 KA0033  USGS QUAD   -  MOORESVILLE WEST (1983)
 KA0033
 KA0033                         *CURRENT SURVEY CONTROL
 KA0033  ___________________________________________________________________
 KA0033* NAD 83(1986)-  39 33 19.     (N)    086 28 11.     (W)     SCALED    
 KA0033* NAVD 88     -       248.529  (meters)     815.38   (feet)  ADJUSTED  
 KA0033  ___________________________________________________________________
 KA0033  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KA0033  DYNAMIC HT  -         248.391 (meters)     814.93  (feet)  COMP
 KA0033  MODELED GRAV-     980,064.7   (mgal)                       NAVD 88
 KA0033
 KA0033  VERT ORDER  -  SECOND    CLASS 0
 KA0033
 KA0033.The horizontal coordinates were scaled from a topographic map and have
 KA0033.an estimated accuracy of +/- 6 seconds.
 KA0033
 KA0033.The orthometric height was determined by differential leveling
 KA0033.and adjusted by the National Geodetic Survey in June 1991..
 KA0033
 KA0033.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0033.See file dsdata.txt to determine how the superseded data were derived.
 KA0033
 KA0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ455785(NAD 83)
 KA0033_MARKER: DB = BENCH MARK DISK
 KA0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0033_STAMPING: N 76 1946
 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 = OCTOBER  6, 2006
 KA0224 ***********************************************************************
 KA0224  DESIGNATION -  N 77
 KA0224  PID         -  KA0224
 KA0224  STATE/COUNTY-  IN/HENDRICKS
 KA0224  USGS QUAD   -  BROWNSBURG (1980)
 KA0224
 KA0224                         *CURRENT SURVEY CONTROL
 KA0224  ___________________________________________________________________
 KA0224* NAD 83(1986)-  39 51 36.     (N)    086 23 31.     (W)     SCALED    
 KA0224* NAVD 88     -       266.470  (meters)     874.24   (feet)  ADJUSTED  
 KA0224  ___________________________________________________________________
 KA0224  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KA0224  DYNAMIC HT  -         266.324 (meters)     873.76  (feet)  COMP
 KA0224  MODELED GRAV-     980,070.8   (mgal)                       NAVD 88
 KA0224
 KA0224  VERT ORDER  -  SECOND    CLASS 0
 KA0224
 KA0224.The horizontal coordinates were scaled from a topographic map and have
 KA0224.an estimated accuracy of +/- 6 seconds.
 KA0224
 KA0224.The orthometric height was determined by differential leveling
 KA0224.and adjusted by the National Geodetic Survey in June 1991..
 KA0224
 KA0224.The geoid height was determined by GEOID03.
 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     -   512,200.      959,160.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0224.See file dsdata.txt to determine how the superseded data were derived.
 KA0224
 KA0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK520123(NAD 83)
 KA0224_MARKER: DD = SURVEY DISK
 KA0224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0224_SP_SET: CULVERT
 KA0224_STAMPING: N 77 1946
 KA0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0224
 KA0224  HISTORY     - Date     Condition        Report By
 KA0224  HISTORY     - 1946     MONUMENTED       INHD
 KA0224  HISTORY     - 1946     GOOD             NGS
 KA0224
 KA0224                          STATION DESCRIPTION
 KA0224
 KA0224'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0087 ***********************************************************************
 KA0087  DESIGNATION -  N 78
 KA0087  PID         -  KA0087
 KA0087  STATE/COUNTY-  IN/BOONE
 KA0087  USGS QUAD   -  ZIONSVILLE (1988)
 KA0087
 KA0087                         *CURRENT SURVEY CONTROL
 KA0087  ___________________________________________________________________
 KA0087* NAD 83(1986)-  39 59 53.     (N)    086 15 52.     (W)     SCALED    
 KA0087* NAVD 88     -       274.566  (meters)     900.81   (feet)  ADJUSTED  
 KA0087  ___________________________________________________________________
 KA0087  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KA0087  DYNAMIC HT  -         274.414 (meters)     900.31  (feet)  COMP
 KA0087  MODELED GRAV-     980,066.1   (mgal)                       NAVD 88
 KA0087
 KA0087  VERT ORDER  -  SECOND    CLASS 0
 KA0087
 KA0087.The horizontal coordinates were scaled from a topographic map and have
 KA0087.an estimated accuracy of +/- 6 seconds.
 KA0087
 KA0087.The orthometric height was determined by differential leveling
 KA0087.and adjusted by the National Geodetic Survey in June 1991..
 KA0087
 KA0087.The geoid height was determined by GEOID03.
 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     -   527,620.      969,930.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0087.See file dsdata.txt to determine how the superseded data were derived.
 KA0087
 KA0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK627278(NAD 83)
 KA0087_MARKER: DB = BENCH MARK DISK
 KA0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0087_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 KA0218 ***********************************************************************
 KA0218  DESIGNATION -  N 79
 KA0218  PID         -  KA0218
 KA0218  STATE/COUNTY-  IN/MARION
 KA0218  USGS QUAD   -  CARMEL (1988)
 KA0218
 KA0218                         *CURRENT SURVEY CONTROL
 KA0218  ___________________________________________________________________
 KA0218* NAD 83(1986)-  39 55 36.     (N)    086 08 11.     (W)     SCALED    
 KA0218* NAVD 88     -       243.397  (meters)     798.54   (feet)  ADJUSTED  
 KA0218  ___________________________________________________________________
 KA0218  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KA0218  DYNAMIC HT  -         243.263 (meters)     798.11  (feet)  COMP
 KA0218  MODELED GRAV-     980,069.2   (mgal)                       NAVD 88
 KA0218
 KA0218  VERT ORDER  -  SECOND    CLASS 0
 KA0218
 KA0218.The horizontal coordinates were scaled from a topographic map and have
 KA0218.an estimated accuracy of +/- 6 seconds.
 KA0218
 KA0218.The orthometric height was determined by differential leveling
 KA0218.and adjusted by the National Geodetic Survey in June 1991..
 KA0218.WARNING-Repeat measurements at this control monument indicate possible
 KA0218.vertical movement.
 KA0218
 KA0218.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0218.See file dsdata.txt to determine how the superseded data were derived.
 KA0218
 KA0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK737199(NAD 83)
 KA0218_MARKER: DB = BENCH MARK DISK
 KA0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0218_STAMPING: N 79 1946
 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             NGS
 KA0218  HISTORY     - 1976     GOOD             LOCSUR
 KA0218  HISTORY     - 1990     GOOD             USPSQD
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1061 ***********************************************************************
 MD1061  DESIGNATION -  N 8
 MD1061  PID         -  MD1061
 MD1061  STATE/COUNTY-  IN/KOSCIUSKO
 MD1061  USGS QUAD   -  MILFORD (1994)
 MD1061
 MD1061                         *CURRENT SURVEY CONTROL
 MD1061  ___________________________________________________________________
 MD1061* NAD 83(1986)-  41 24 41.     (N)    085 50 42.     (W)     SCALED    
 MD1061* NAVD 88     -       254.254  (meters)     834.16   (feet)  ADJUSTED  
 MD1061  ___________________________________________________________________
 MD1061  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 MD1061  DYNAMIC HT  -         254.155 (meters)     833.84  (feet)  COMP
 MD1061  MODELED GRAV-     980,227.7   (mgal)                       NAVD 88
 MD1061
 MD1061  VERT ORDER  -  FIRST     CLASS II
 MD1061
 MD1061.The horizontal coordinates were scaled from a topographic map and have
 MD1061.an estimated accuracy of +/- 6 seconds.
 MD1061
 MD1061.The orthometric height was determined by differential leveling
 MD1061.and adjusted by the National Geodetic Survey in June 1991..
 MD1061
 MD1061.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1061.See file dsdata.txt to determine how the superseded data were derived.
 MD1061
 MD1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL965850(NAD 83)
 MD1061_MARKER: DB = BENCH MARK DISK
 MD1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1061_STAMPING: N 8 ELEV 834.611 FT
 MD1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1061+STABILITY: SURFACE MOTION
 MD1061
 MD1061  HISTORY     - Date     Condition        Report By
 MD1061  HISTORY     - UNK      MONUMENTED       CGS
 MD1061  HISTORY     - 1946     GOOD             NGS
 MD1061  HISTORY     - 19930105 MARK NOT FOUND   NGS
 MD1061
 MD1061                          STATION DESCRIPTION
 MD1061
 MD1061'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0722 ***********************************************************************
 KA0722  DESIGNATION -  N 80
 KA0722  PID         -  KA0722
 KA0722  STATE/COUNTY-  IN/BOONE
 KA0722  USGS QUAD   -  LIZTON (1970)
 KA0722
 KA0722                         *CURRENT SURVEY CONTROL
 KA0722  ___________________________________________________________________
 KA0722* NAD 83(1986)-  39 56 27.     (N)    086 31 29.     (W)     SCALED    
 KA0722* NAVD 88     -       289.667  (meters)     950.35   (feet)  ADJUSTED  
 KA0722  ___________________________________________________________________
 KA0722  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KA0722  DYNAMIC HT  -         289.508 (meters)     949.83  (feet)  COMP
 KA0722  MODELED GRAV-     980,069.0   (mgal)                       NAVD 88
 KA0722
 KA0722  VERT ORDER  -  SECOND    CLASS 0
 KA0722
 KA0722.The horizontal coordinates were scaled from a topographic map and have
 KA0722.an estimated accuracy of +/- 6 seconds.
 KA0722
 KA0722.The orthometric height was determined by differential leveling
 KA0722.and adjusted by the National Geodetic Survey in June 1991..
 KA0722
 KA0722.The geoid height was determined by GEOID03.
 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     -   521,100.      947,740.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0722.See file dsdata.txt to determine how the superseded data were derived.
 KA0722
 KA0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK406212(NAD 83)
 KA0722_MARKER: DB = BENCH MARK DISK
 KA0722_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0722_SP_SET: CULVERT
 KA0722_STAMPING: N 80 1946
 KA0722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0722
 KA0722  HISTORY     - Date     Condition        Report By
 KA0722  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1231 ***********************************************************************
 KA1231  DESIGNATION -  N 81
 KA1231  PID         -  KA1231
 KA1231  STATE/COUNTY-  IN/VIGO
 KA1231  USGS QUAD   -  SEELYVILLE (1986)
 KA1231
 KA1231                         *CURRENT SURVEY CONTROL
 KA1231  ___________________________________________________________________
 KA1231* NAD 83(1986)-  39 23 47.     (N)    087 21 06.     (W)     SCALED    
 KA1231* NAVD 88     -       154.698  (meters)     507.54   (feet)  ADJUSTED  
 KA1231  ___________________________________________________________________
 KA1231  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KA1231  DYNAMIC HT  -         154.609 (meters)     507.25  (feet)  COMP
 KA1231  MODELED GRAV-     980,051.1   (mgal)                       NAVD 88
 KA1231
 KA1231  VERT ORDER  -  FIRST     CLASS II
 KA1231
 KA1231.The horizontal coordinates were scaled from a topographic map and have
 KA1231.an estimated accuracy of +/- 6 seconds.
 KA1231
 KA1231.The orthometric height was determined by differential leveling
 KA1231.and adjusted by the National Geodetic Survey in June 1991..
 KA1231
 KA1231.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1231.See file dsdata.txt to determine how the superseded data were derived.
 KA1231
 KA1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ697608(NAD 83)
 KA1231_MARKER: DB = BENCH MARK DISK
 KA1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1231_STAMPING: N 81 1946
 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 = OCTOBER  6, 2006
 KA1204 ***********************************************************************
 KA1204  DESIGNATION -  N 82
 KA1204  PID         -  KA1204
 KA1204  STATE/COUNTY-  IN/CLAY
 KA1204  USGS QUAD   -  CLAY CITY (1986)
 KA1204
 KA1204                         *CURRENT SURVEY CONTROL
 KA1204  ___________________________________________________________________
 KA1204* NAD 83(1986)-  39 15 47.     (N)    087 05 32.     (W)     SCALED    
 KA1204* NAVD 88     -       180.540  (meters)     592.32   (feet)  ADJUSTED  
 KA1204  ___________________________________________________________________
 KA1204  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KA1204  DYNAMIC HT  -         180.435 (meters)     591.98  (feet)  COMP
 KA1204  MODELED GRAV-     980,040.7   (mgal)                       NAVD 88
 KA1204
 KA1204  VERT ORDER  -  FIRST     CLASS II
 KA1204
 KA1204.The horizontal coordinates were scaled from a topographic map and have
 KA1204.an estimated accuracy of +/- 6 seconds.
 KA1204
 KA1204.The orthometric height was determined by differential leveling
 KA1204.and adjusted by the National Geodetic Survey in June 1991..
 KA1204
 KA1204.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1204.See file dsdata.txt to determine how the superseded data were derived.
 KA1204
 KA1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ920459(NAD 83)
 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 = OCTOBER  6, 2006
 KA0919 ***********************************************************************
 KA0919  DESIGNATION -  N 83
 KA0919  PID         -  KA0919
 KA0919  STATE/COUNTY-  IN/VIGO
 KA0919  USGS QUAD   -  ROSEDALE (1983)
 KA0919
 KA0919                         *CURRENT SURVEY CONTROL
 KA0919  ___________________________________________________________________
 KA0919* NAD 83(1986)-  39 33 38.     (N)    087 16 00.     (W)     SCALED    
 KA0919* NAVD 88     -       161.207  (meters)     528.89   (feet)  ADJUSTED  
 KA0919  ___________________________________________________________________
 KA0919  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KA0919  DYNAMIC HT  -         161.114 (meters)     528.59  (feet)  COMP
 KA0919  MODELED GRAV-     980,050.9   (mgal)                       NAVD 88
 KA0919
 KA0919  VERT ORDER  -  FIRST     CLASS II
 KA0919
 KA0919.The horizontal coordinates were scaled from a topographic map and have
 KA0919.an estimated accuracy of +/- 6 seconds.
 KA0919
 KA0919.The orthometric height was determined by differential leveling
 KA0919.and adjusted by the National Geodetic Survey in June 1991..
 KA0919
 KA0919.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0919.See file dsdata.txt to determine how the superseded data were derived.
 KA0919
 KA0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ770790(NAD 83)
 KA0919_MARKER: DB = BENCH MARK DISK
 KA0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0919_STAMPING: N 83 1946
 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 = OCTOBER  6, 2006
 KA0467 ***********************************************************************
 KA0467  DESIGNATION -  N 84
 KA0467  PID         -  KA0467
 KA0467  STATE/COUNTY-  IN/OWEN
 KA0467  USGS QUAD   -  PATRICKSBURG (1956)
 KA0467
 KA0467                         *CURRENT SURVEY CONTROL
 KA0467  ___________________________________________________________________
 KA0467* NAD 83(1986)-  39 17 32.     (N)    086 56 50.     (W)     SCALED    
 KA0467* NAVD 88     -       209.124  (meters)     686.10   (feet)  ADJUSTED  
 KA0467  ___________________________________________________________________
 KA0467  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KA0467  DYNAMIC HT  -         209.001 (meters)     685.70  (feet)  COMP
 KA0467  MODELED GRAV-     980,034.0   (mgal)                       NAVD 88
 KA0467
 KA0467  VERT ORDER  -  SECOND    CLASS 0
 KA0467
 KA0467.The horizontal coordinates were scaled from a topographic map and have
 KA0467.an estimated accuracy of +/- 6 seconds.
 KA0467
 KA0467.The orthometric height was determined by differential leveling
 KA0467.and adjusted by the National Geodetic Survey in June 1991..
 KA0467
 KA0467.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0467.See file dsdata.txt to determine how the superseded data were derived.
 KA0467
 KA0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ045492(NAD 83)
 KA0467_MARKER: DB = BENCH MARK DISK
 KA0467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0467_SP_SET: CULVERT
 KA0467_STAMPING: N 84 1946
 KA0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA1031 ***********************************************************************
 KA1031  DESIGNATION -  N 85 RESET 1960
 KA1031  PID         -  KA1031
 KA1031  STATE/COUNTY-  IN/PARKE
 KA1031  USGS QUAD   -  MECCA (1983)
 KA1031
 KA1031                         *CURRENT SURVEY CONTROL
 KA1031  ___________________________________________________________________
 KA1031* NAD 83(1986)-  39 43 56.     (N)    087 17 03.     (W)     SCALED    
 KA1031* NAVD 88     -       182.54   (meters)     598.9    (feet)  RESET     
 KA1031  ___________________________________________________________________
 KA1031  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KA1031
 KA1031  VERT ORDER  -  THIRD
 KA1031
 KA1031.The horizontal coordinates were scaled from a topographic map and have
 KA1031.an estimated accuracy of +/- 6 seconds.
 KA1031
 KA1031.The orthometric height was computed from unverified reset data.
 KA1031
 KA1031.The geoid height was determined by GEOID03.
 KA1031
 KA1031;                    North         East    Units  Estimated Accuracy
 KA1031;SPC IN W     -   497,810.      882,780.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1031.See file dsdata.txt to determine how the superseded data were derived.
 KA1031
 KA1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ756980(NAD 83)
 KA1031_MARKER: DD = SURVEY DISK
 KA1031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1031_SP_SET: CURB
 KA1031_STAMPING: N 85 RESET 1960
 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             NGS
 KA1031
 KA1031                          STATION DESCRIPTION
 KA1031
 KA1031'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0240 ***********************************************************************
 KA0240  DESIGNATION -  N 86
 KA0240  PID         -  KA0240
 KA0240  STATE/COUNTY-  IN/HENDRICKS
 KA0240  USGS QUAD   -  BROWNSBURG (1980)
 KA0240
 KA0240                         *CURRENT SURVEY CONTROL
 KA0240  ___________________________________________________________________
 KA0240* NAD 83(1986)-  39 49 18.     (N)    086 23 36.     (W)     SCALED    
 KA0240* NAVD 88     -       266.219  (meters)     873.42   (feet)  ADJUSTED  
 KA0240  ___________________________________________________________________
 KA0240  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KA0240  DYNAMIC HT  -         266.074 (meters)     872.94  (feet)  COMP
 KA0240  MODELED GRAV-     980,073.2   (mgal)                       NAVD 88
 KA0240
 KA0240  VERT ORDER  -  SECOND    CLASS 0
 KA0240
 KA0240.The horizontal coordinates were scaled from a topographic map and have
 KA0240.an estimated accuracy of +/- 6 seconds.
 KA0240
 KA0240.The orthometric height was determined by differential leveling
 KA0240.and adjusted by the National Geodetic Survey in June 1991..
 KA0240
 KA0240.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0240.See file dsdata.txt to determine how the superseded data were derived.
 KA0240
 KA0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK519081(NAD 83)
 KA0240_MARKER: DB = BENCH MARK DISK
 KA0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0240_STAMPING: N 86 1946
 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 = OCTOBER  6, 2006
 LB0736 ***********************************************************************
 LB0736  DESIGNATION -  N 87
 LB0736  PID         -  LB0736
 LB0736  STATE/COUNTY-  IN/TIPPECANOE
 LB0736  USGS QUAD   -  LAFAYETTE WEST (1987)
 LB0736
 LB0736                         *CURRENT SURVEY CONTROL
 LB0736  ___________________________________________________________________
 LB0736* NAD 83(1986)-  40 24 18.     (N)    086 53 36.     (W)     SCALED    
 LB0736* NAVD 88     -       200.897  (meters)     659.11   (feet)  ADJUSTED  
 LB0736  ___________________________________________________________________
 LB0736  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 LB0736  DYNAMIC HT  -         200.799 (meters)     658.79  (feet)  COMP
 LB0736  MODELED GRAV-     980,131.6   (mgal)                       NAVD 88
 LB0736
 LB0736  VERT ORDER  -  SECOND    CLASS 0
 LB0736
 LB0736.The horizontal coordinates were scaled from a topographic map and have
 LB0736.an estimated accuracy of +/- 6 seconds.
 LB0736
 LB0736.The orthometric height was determined by differential leveling
 LB0736.and adjusted by the National Geodetic Survey in June 1991..
 LB0736
 LB0736.The geoid height was determined by GEOID03.
 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     -   572,500.      916,130.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0736.See file dsdata.txt to determine how the superseded data were derived.
 LB0736
 LB0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK090727(NAD 83)
 LB0736_MARKER: DB = BENCH MARK DISK
 LB0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0736_STAMPING: N 87 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1965
 LB0736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0798 ***********************************************************************
 LB0798  DESIGNATION -  N 88
 LB0798  PID         -  LB0798
 LB0798  STATE/COUNTY-  IN/TIPPECANOE
 LB0798  USGS QUAD   -  ROMNEY (1980)
 LB0798
 LB0798                         *CURRENT SURVEY CONTROL
 LB0798  ___________________________________________________________________
 LB0798* NAD 83(1986)-  40 15 32.     (N)    086 52 59.     (W)     SCALED    
 LB0798* NAVD 88     -       225.634  (meters)     740.27   (feet)  ADJUSTED  
 LB0798  ___________________________________________________________________
 LB0798  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 LB0798  DYNAMIC HT  -         225.519 (meters)     739.89  (feet)  COMP
 LB0798  MODELED GRAV-     980,109.8   (mgal)                       NAVD 88
 LB0798
 LB0798  VERT ORDER  -  SECOND    CLASS 0
 LB0798
 LB0798.The horizontal coordinates were scaled from a topographic map and have
 LB0798.an estimated accuracy of +/- 6 seconds.
 LB0798
 LB0798.The orthometric height was determined by differential leveling
 LB0798.and adjusted by the National Geodetic Survey in June 1991..
 LB0798
 LB0798.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0798.See file dsdata.txt to determine how the superseded data were derived.
 LB0798
 LB0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK099564(NAD 83)
 LB0798_MARKER: DB = BENCH MARK DISK
 LB0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0798_STAMPING: N 88 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1966
 LB0798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0828 ***********************************************************************
 LB0828  DESIGNATION -  N 89
 LB0828  PID         -  LB0828
 LB0828  STATE/COUNTY-  IN/TIPPECANOE
 LB0828  USGS QUAD   -  LINDEN (1986)
 LB0828
 LB0828                         *CURRENT SURVEY CONTROL
 LB0828  ___________________________________________________________________
 LB0828* NAD 83(1986)-  40 14 58.     (N)    086 54 12.     (W)     SCALED    
 LB0828* NAVD 88     -       223.249  (meters)     732.44   (feet)  ADJUSTED  
 LB0828  ___________________________________________________________________
 LB0828  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 LB0828  DYNAMIC HT  -         223.135 (meters)     732.07  (feet)  COMP
 LB0828  MODELED GRAV-     980,109.4   (mgal)                       NAVD 88
 LB0828
 LB0828  VERT ORDER  -  SECOND    CLASS 0
 LB0828
 LB0828.The horizontal coordinates were scaled from a topographic map and have
 LB0828.an estimated accuracy of +/- 6 seconds.
 LB0828
 LB0828.The orthometric height was determined by differential leveling
 LB0828.and adjusted by the National Geodetic Survey in June 1991..
 LB0828
 LB0828.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0828.See file dsdata.txt to determine how the superseded data were derived.
 LB0828
 LB0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK082554(NAD 83)
 LB0828_MARKER: DB = BENCH MARK DISK
 LB0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0828_STAMPING: N 89 1946
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1966
 LB0828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0846 ***********************************************************************
 KA0846  DESIGNATION -  N 91
 KA0846  PID         -  KA0846
 KA0846  STATE/COUNTY-  IN/PARKE
 KA0846  USGS QUAD   -  ROSEDALE (1983)
 KA0846
 KA0846                         *CURRENT SURVEY CONTROL
 KA0846  ___________________________________________________________________
 KA0846* NAD 83(1986)-  39 37 20.     (N)    087 21 49.     (W)     SCALED    
 KA0846* NAVD 88     -       159.644  (meters)     523.77   (feet)  ADJUSTED  
 KA0846  ___________________________________________________________________
 KA0846  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KA0846  DYNAMIC HT  -         159.554 (meters)     523.47  (feet)  COMP
 KA0846  MODELED GRAV-     980,059.8   (mgal)                       NAVD 88
 KA0846
 KA0846  VERT ORDER  -  SECOND    CLASS 0
 KA0846
 KA0846.The horizontal coordinates were scaled from a topographic map and have
 KA0846.an estimated accuracy of +/- 6 seconds.
 KA0846
 KA0846.The orthometric height was determined by differential leveling
 KA0846.and adjusted by the National Geodetic Survey in June 1991..
 KA0846
 KA0846.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0846.See file dsdata.txt to determine how the superseded data were derived.
 KA0846
 KA0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ687858(NAD 83)
 KA0846_MARKER: DB = BENCH MARK DISK
 KA0846_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0846_SP_SET: SEMAPHORE
 KA0846_STAMPING: N 91 1938
 KA0846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ2109 ***********************************************************************
 JZ2109  DESIGNATION -  N 92
 JZ2109  PID         -  JZ2109
 JZ2109  STATE/COUNTY-  IN/JENNINGS
 JZ2109  USGS QUAD   -  NORTH VERNON (1993)
 JZ2109
 JZ2109                         *CURRENT SURVEY CONTROL
 JZ2109  ___________________________________________________________________
 JZ2109* NAD 83(1986)-  39 00 22.     (N)    085 39 06.     (W)     SCALED    
 JZ2109* NAVD 88     -       226.057  (meters)     741.66   (feet)  ADJUSTED  
 JZ2109  ___________________________________________________________________
 JZ2109  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ2109  DYNAMIC HT  -         225.914 (meters)     741.19  (feet)  COMP
 JZ2109  MODELED GRAV-     979,989.1   (mgal)                       NAVD 88
 JZ2109
 JZ2109  VERT ORDER  -  FIRST     CLASS II
 JZ2109
 JZ2109.The horizontal coordinates were scaled from a topographic map and have
 JZ2109.an estimated accuracy of +/- 6 seconds.
 JZ2109
 JZ2109.The orthometric height was determined by differential leveling
 JZ2109.and adjusted by the National Geodetic Survey in June 1991..
 JZ2109
 JZ2109.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2109.See file dsdata.txt to determine how the superseded data were derived.
 JZ2109
 JZ2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ167183(NAD 83)
 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
 JZ2109  HISTORY     - Date     Condition        Report By
 JZ2109  HISTORY     - 1938     MONUMENTED       CGS
 JZ2109  HISTORY     - 1979     GOOD             DOD
 JZ2109  HISTORY     - 19860730 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1881 ***********************************************************************
 JZ1881  DESIGNATION -  N 93 RESET 1957
 JZ1881  PID         -  JZ1881
 JZ1881  STATE/COUNTY-  IN/RIPLEY
 JZ1881  USGS QUAD   -  VERSAILLES (1994)
 JZ1881
 JZ1881                         *CURRENT SURVEY CONTROL
 JZ1881  ___________________________________________________________________
 JZ1881* NAD 83(1986)-  39 07 13.     (N)    085 18 03.     (W)     SCALED    
 JZ1881* NAVD 88     -       300.67   (+/-2cm)     986.4    (feet)  VERTCON   
 JZ1881  ___________________________________________________________________
 JZ1881  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ1881
 JZ1881  VERT ORDER  -  THIRD (See Below)
 JZ1881
 JZ1881.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ1881
 JZ1881.The geoid height was determined by GEOID03.
 JZ1881
 JZ1881;                    North         East    Units  Estimated Accuracy
 JZ1881;SPC IN E     -   429,910.      131,640.      MT  (+/- 180 meters Scaled)
 JZ1881
 JZ1881                          SUPERSEDED SURVEY CONTROL
 JZ1881
 JZ1881  NGVD 29 (04/16/04)  300.81   (m)          986.9    (f) RESET       3  
 JZ1881
 JZ1881.Superseded values are not recommended for survey control.
 JZ1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1881.See file dsdata.txt to determine how the superseded data were derived.
 JZ1881
 JZ1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ468314(NAD 83)
 JZ1881_MARKER: DB = BENCH MARK DISK
 JZ1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1881_STAMPING: N 93 RESET 1957
 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             NGS
 JZ1881
 JZ1881                          STATION DESCRIPTION
 JZ1881
 JZ1881'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1689 ***********************************************************************
 LB1689  DESIGNATION -  N 94
 LB1689  PID         -  LB1689
 LB1689  STATE/COUNTY-  IN/MONTGOMERY
 LB1689  USGS QUAD   -  WINGATE (1962)
 LB1689
 LB1689                         *CURRENT SURVEY CONTROL
 LB1689  ___________________________________________________________________
 LB1689* NAD 83(1986)-  40 12 09.     (N)    087 04 22.     (W)     SCALED    
 LB1689* NAVD 88     -       222.502  (meters)     729.99   (feet)  ADJUSTED  
 LB1689  ___________________________________________________________________
 LB1689  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LB1689  DYNAMIC HT  -         222.388 (meters)     729.62  (feet)  COMP
 LB1689  MODELED GRAV-     980,106.3   (mgal)                       NAVD 88
 LB1689
 LB1689  VERT ORDER  -  SECOND    CLASS 0
 LB1689
 LB1689.The horizontal coordinates were scaled from a topographic map and have
 LB1689.an estimated accuracy of +/- 6 seconds.
 LB1689
 LB1689.The orthometric height was determined by differential leveling
 LB1689.and adjusted by the National Geodetic Survey in June 1991..
 LB1689
 LB1689.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1689.See file dsdata.txt to determine how the superseded data were derived.
 LB1689
 LB1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK938502(NAD 83)
 LB1689_MARKER: DB = BENCH MARK DISK
 LB1689_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1689_SP_SET: BRIDGE
 LB1689_STAMPING: N 94 1946
 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 = OCTOBER  6, 2006
 JZ0560 ***********************************************************************
 JZ0560  DESIGNATION -  N 94
 JZ0560  PID         -  JZ0560
 JZ0560  STATE/COUNTY-  IN/DEARBORN
 JZ0560  USGS QUAD   -  AURORA (1981)
 JZ0560
 JZ0560                         *CURRENT SURVEY CONTROL
 JZ0560  ___________________________________________________________________
 JZ0560* NAD 83(1986)-  39 02 57.     (N)    084 58 19.     (W)     SCALED    
 JZ0560* NAVD 88     -       149.627  (meters)     490.90   (feet)  POSTED    
 JZ0560  ___________________________________________________________________
 JZ0560  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JZ0560  DYNAMIC HT  -         149.530 (meters)     490.58  (feet)  COMP
 JZ0560  MODELED GRAV-     979,999.0   (mgal)                       NAVD 88
 JZ0560
 JZ0560  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JZ0560
 JZ0560.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JZ0560.rate of 0.0 thru 1.0 mm/km.
 JZ0560
 JZ0560.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0560.See file dsdata.txt to determine how the superseded data were derived.
 JZ0560
 JZ0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ754241(NAD 83)
 JZ0560_MARKER: DB = BENCH MARK DISK
 JZ0560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0560_SP_SET: CULVERT STEP
 JZ0560_STAMPING: N 94 1938
 JZ0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1648 ***********************************************************************
 LB1648  DESIGNATION -  N 95
 LB1648  PID         -  LB1648
 LB1648  STATE/COUNTY-  IN/FOUNTAIN
 LB1648  USGS QUAD   -  ATTICA (1962)
 LB1648
 LB1648                         *CURRENT SURVEY CONTROL
 LB1648  ___________________________________________________________________
 LB1648* NAD 83(1986)-  40 19 58.     (N)    087 08 27.     (W)     SCALED    
 LB1648* NAVD 88     -       175.187  (meters)     574.76   (feet)  ADJUSTED  
 LB1648  ___________________________________________________________________
 LB1648  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 LB1648  DYNAMIC HT  -         175.100 (meters)     574.47  (feet)  COMP
 LB1648  MODELED GRAV-     980,126.6   (mgal)                       NAVD 88
 LB1648
 LB1648  VERT ORDER  -  SECOND    CLASS 0
 LB1648
 LB1648.The horizontal coordinates were scaled from a topographic map and have
 LB1648.an estimated accuracy of +/- 6 seconds.
 LB1648
 LB1648.The orthometric height was determined by differential leveling
 LB1648.and adjusted by the National Geodetic Survey in June 1991..
 LB1648
 LB1648.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1648.See file dsdata.txt to determine how the superseded data were derived.
 LB1648
 LB1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK880647(NAD 83)
 LB1648_MARKER: DB = BENCH MARK DISK
 LB1648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1648_STAMPING: N 95 1946
 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 = OCTOBER  6, 2006
 LB1700 ***********************************************************************
 LB1700  DESIGNATION -  N 96
 LB1700  PID         -  LB1700
 LB1700  STATE/COUNTY-  IN/FOUNTAIN
 LB1700  USGS QUAD   -  WINGATE (1962)
 LB1700
 LB1700                         *CURRENT SURVEY CONTROL
 LB1700  ___________________________________________________________________
 LB1700* NAD 83(1986)-  40 11 28.     (N)    087 06 25.     (W)     SCALED    
 LB1700* NAVD 88     -       221.605  (meters)     727.05   (feet)  ADJUSTED  
 LB1700  ___________________________________________________________________
 LB1700  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 LB1700  DYNAMIC HT  -         221.491 (meters)     726.68  (feet)  COMP
 LB1700  MODELED GRAV-     980,105.5   (mgal)                       NAVD 88
 LB1700
 LB1700  VERT ORDER  -  SECOND    CLASS 0
 LB1700
 LB1700.The horizontal coordinates were scaled from a topographic map and have
 LB1700.an estimated accuracy of +/- 6 seconds.
 LB1700
 LB1700.The orthometric height was determined by differential leveling
 LB1700.and adjusted by the National Geodetic Survey in June 1991..
 LB1700
 LB1700.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB1700
 LB1700  NGVD 29 (??/??/92)  221.683  (m)          727.30   (f) ADJ UNCH    2 0
 LB1700
 LB1700.Superseded values are not recommended for survey control.
 LB1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1700.See file dsdata.txt to determine how the superseded data were derived.
 LB1700
 LB1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK908489(NAD 83)
 LB1700_MARKER: DB = BENCH MARK DISK
 LB1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1700_STAMPING: N 96 1946
 LB1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1700+STABILITY: SURFACE MOTION
 LB1700
 LB1700  HISTORY     - Date     Condition        Report By
 LB1700  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1545 ***********************************************************************
 LB1545  DESIGNATION -  N 97
 LB1545  PID         -  LB1545
 LB1545  STATE/COUNTY-  IN/FOUNTAIN
 LB1545  USGS QUAD   -  MELLOTT (1980)
 LB1545
 LB1545                         *CURRENT SURVEY CONTROL
 LB1545  ___________________________________________________________________
 LB1545* NAD 83(1986)-  40 07 35.     (N)    087 14 55.     (W)     SCALED    
 LB1545* NAVD 88     -       182.424  (meters)     598.50   (feet)  ADJUSTED  
 LB1545  ___________________________________________________________________
 LB1545  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LB1545  DYNAMIC HT  -         182.329 (meters)     598.19  (feet)  COMP
 LB1545  MODELED GRAV-     980,101.8   (mgal)                       NAVD 88
 LB1545
 LB1545  VERT ORDER  -  SECOND    CLASS 0
 LB1545
 LB1545.The horizontal coordinates were scaled from a topographic map and have
 LB1545.an estimated accuracy of +/- 6 seconds.
 LB1545
 LB1545.The orthometric height was determined by differential leveling
 LB1545.and adjusted by the National Geodetic Survey in June 1991..
 LB1545
 LB1545.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1545.See file dsdata.txt to determine how the superseded data were derived.
 LB1545
 LB1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK788418(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB1521 ***********************************************************************
 LB1521  DESIGNATION -  N 98
 LB1521  PID         -  LB1521
 LB1521  STATE/COUNTY-  IN/WARREN
 LB1521  USGS QUAD   -  ATTICA (1962)
 LB1521
 LB1521                         *CURRENT SURVEY CONTROL
 LB1521  ___________________________________________________________________
 LB1521* NAD 83(1986)-  40 21 06.     (N)    087 14 17.     (W)     SCALED    
 LB1521* NAVD 88     -       204.720  (meters)     671.65   (feet)  ADJUSTED  
 LB1521  ___________________________________________________________________
 LB1521  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 LB1521  DYNAMIC HT  -         204.617 (meters)     671.31  (feet)  COMP
 LB1521  MODELED GRAV-     980,118.7   (mgal)                       NAVD 88
 LB1521
 LB1521  VERT ORDER  -  SECOND    CLASS 0
 LB1521
 LB1521.The horizontal coordinates were scaled from a topographic map and have
 LB1521.an estimated accuracy of +/- 6 seconds.
 LB1521
 LB1521.The orthometric height was determined by differential leveling
 LB1521.and adjusted by the National Geodetic Survey in June 1991..
 LB1521
 LB1521.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1521.See file dsdata.txt to determine how the superseded data were derived.
 LB1521
 LB1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK797668(NAD 83)
 LB1521_MARKER: DB = BENCH MARK DISK
 LB1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1521_STAMPING: N 98 1946
 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 = OCTOBER  6, 2006
 LB1568 ***********************************************************************
 LB1568  DESIGNATION -  N 99
 LB1568  PID         -  LB1568
 LB1568  STATE/COUNTY-  IN/WARREN
 LB1568  USGS QUAD   -  WEST LEBANON (1980)
 LB1568
 LB1568                         *CURRENT SURVEY CONTROL
 LB1568  ___________________________________________________________________
 LB1568* NAD 83(1986)-  40 17 27.     (N)    087 23 11.     (W)     SCALED    
 LB1568* NAVD 88     -       213.298  (meters)     699.80   (feet)  ADJUSTED  
 LB1568  ___________________________________________________________________
 LB1568  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 LB1568  DYNAMIC HT  -         213.191 (meters)     699.44  (feet)  COMP
 LB1568  MODELED GRAV-     980,117.1   (mgal)                       NAVD 88
 LB1568
 LB1568  VERT ORDER  -  SECOND    CLASS 0
 LB1568
 LB1568.The horizontal coordinates were scaled from a topographic map and have
 LB1568.an estimated accuracy of +/- 6 seconds.
 LB1568
 LB1568.The orthometric height was determined by differential leveling
 LB1568.and adjusted by the National Geodetic Survey in June 1991..
 LB1568
 LB1568.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1568.See file dsdata.txt to determine how the superseded data were derived.
 LB1568
 LB1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK671601(NAD 83)
 LB1568_MARKER: DB = BENCH MARK DISK
 LB1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1568_STAMPING: N 99 1946
 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 = OCTOBER  6, 2006
 ME2381 ***********************************************************************
 ME2381  DESIGNATION -  N JUDSON SS CYRIL CHURCH DOME
 ME2381  PID         -  ME2381
 ME2381  STATE/COUNTY-  IN/STARKE
 ME2381  USGS QUAD   -  NORTH JUDSON (1977)
 ME2381
 ME2381                         *CURRENT SURVEY CONTROL
 ME2381  ___________________________________________________________________
 ME2381* NAD 83(1997)-  41 12 59.73116(N)    086 46 32.60571(W)     ADJUSTED  
 ME2381* NAVD 88     -                                                        
 ME2381  ___________________________________________________________________
 ME2381  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 ME2381  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME2381
 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
 ME2381.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2381
 ME2381.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2381
 ME2381  NAD 83(1986)-  41 12 59.73636(N)    086 46 32.61306(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2381.See file dsdata.txt to determine how the superseded data were derived.
 ME2381
 ME2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1880062826(NAD 83)
 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 = OCTOBER  6, 2006
 MD1655 ***********************************************************************
 MD1655  DESIGNATION -  N MANCHESTER MUN STANDPIPE
 MD1655  PID         -  MD1655
 MD1655  STATE/COUNTY-  IN/WABASH
 MD1655  USGS QUAD   -  NORTH MANCHESTER NORTH (1994)
 MD1655
 MD1655                         *CURRENT SURVEY CONTROL
 MD1655  ___________________________________________________________________
 MD1655* NAD 83(1997)-  41 00 11.99931(N)    085 46 11.63005(W)     ADJUSTED  
 MD1655* NAVD 88     -                                                        
 MD1655  ___________________________________________________________________
 MD1655  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 MD1655  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MD1655
 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
 MD1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1655
 MD1655.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1655
 MD1655  NAD 83(1986)-  41 00 12.00310(N)    085 46 11.64144(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1655.See file dsdata.txt to determine how the superseded data were derived.
 MD1655
 MD1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0344939856(NAD 83)
 MD1655
 MD1655  HISTORY     - Date     Condition        Report By
 MD1655  HISTORY     - 1947     MONUMENTED       CGS
 MD1655
 MD1655                          STATION DESCRIPTION
 MD1655
 MD1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 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 = OCTOBER  6, 2006
 MD1656 ***********************************************************************
 MD1656  DESIGNATION -  N MANCHESTER PEABODY MEM TWR
 MD1656  PID         -  MD1656
 MD1656  STATE/COUNTY-  IN/WABASH
 MD1656  USGS QUAD   -  NORTH MANCHESTER NORTH (1994)
 MD1656
 MD1656                         *CURRENT SURVEY CONTROL
 MD1656  ___________________________________________________________________
 MD1656* NAD 83(1997)-  41 00 21.66339(N)    085 46 32.97910(W)     ADJUSTED  
 MD1656* NAVD 88     -                                                        
 MD1656  ___________________________________________________________________
 MD1656  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 MD1656  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MD1656
 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
 MD1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1656
 MD1656.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1656
 MD1656  NAD 83(1986)-  41 00 21.66719(N)    085 46 32.99055(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1656.See file dsdata.txt to determine how the superseded data were derived.
 MD1656
 MD1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0294740147(NAD 83)
 MD1656
 MD1656  HISTORY     - Date     Condition        Report By
 MD1656  HISTORY     - 1947     MONUMENTED       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 = OCTOBER  6, 2006
 JZ3356 ***********************************************************************
 JZ3356  DESIGNATION -  N VERNON ID CORP MW KSO
 JZ3356  PID         -  JZ3356
 JZ3356  STATE/COUNTY-  IN/JENNINGS
 JZ3356  USGS QUAD   -  BUTLERVILLE (1994)
 JZ3356
 JZ3356                         *CURRENT SURVEY CONTROL
 JZ3356  ___________________________________________________________________
 JZ3356* NAD 83(1997)-  39 00 17.92691(N)    085 37 26.08507(W)     ADJUSTED  
 JZ3356* NAVD 88     -                                                        
 JZ3356  ___________________________________________________________________
 JZ3356  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 JZ3356  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ3356
 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
 JZ3356.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3356
 JZ3356.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3356
 JZ3356  NAD 83(1995)-  39 00 17.92502(N)    085 37 26.07356(W) AD(       ) 4
 JZ3356  NAD 83(1993)-  39 00 17.92531(N)    085 37 26.07513(W) AD(       ) 4
 JZ3356  NAD 83(1986)-  39 00 17.92588(N)    085 37 26.07801(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3356.See file dsdata.txt to determine how the superseded data were derived.
 JZ3356
 JZ3356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1915218230(NAD 83)
 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 = OCTOBER  6, 2006
 JA1847 ***********************************************************************
 JA1847  DESIGNATION -  NANCY
 JA1847  PID         -  JA1847
 JA1847  STATE/COUNTY-  IN/SPENCER
 JA1847  USGS QUAD   -  DALE (1980)
 JA1847
 JA1847                         *CURRENT SURVEY CONTROL
 JA1847  ___________________________________________________________________
 JA1847* NAD 83(1997)-  38 09 25.68832(N)    086 59 48.29543(W)     ADJUSTED  
 JA1847* NAVD 88     -       144.     (meters)     472.     (feet)  SCALED    
 JA1847  ___________________________________________________________________
 JA1847  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 JA1847  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 JA1847
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1847
 JA1847.The geoid height was determined by GEOID03.
 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     -   0.99998241  x   0.99996738  =   0.99994980
 JA1847!UTM  16      -   0.99998241  x   0.99960000  =   0.99958242
 JA1847
 JA1847:                Primary Azimuth Mark                     Grid Az
 JA1847:SPC IN W     -  DALE MUNICIPAL TANK                      032 10 51.1
 JA1847:UTM  16      -  DALE MUNICIPAL TANK                      032 13 56.5
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1847.See file dsdata.txt to determine how the superseded data were derived.
 JA1847
 JA1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0028523250(NAD 83)
 JA1847_MARKER: DS = TRIANGULATION STATION DISK
 JA1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1847'FROM THE JUNCTION OF
 JA1847'STATE HIGHWAYS 45 AND 62 IN DALE, 0.1 MILE NORTH OF THE
 JA1847'JUNCTION OF STATE HIGHWAYS 45
 JA1847'AND 345, 33.5 FEET SOUTH OF A TELEPHONE
 JA1847'POLE, 30.5 FEET EAST OF THE CENTERLINE OF THE
 JA1847'HIGHWAY, 5 FEET NORTH
 JA1847'OF A WITNESS POST AND IS ON THE WEST EDGE OF A CULTIVATED FIELD.
 JA1847'THE MARK IS FLUSH
 JA1847'WITH THE GROUND AND THE DISK IS STAMPED 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
 JA1847'HIGHWAY AND 22 FEET NORTHEAST OF A TELEPHONE POLE.
 JA1847'THE MARK IS FLUSH WITH THE GROUND
 JA1847'AND THE DISK IS STAMPED NANCY 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
 JA1847'29 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 JA1847'THE MARK IS FLUSH WITH THE GROUND AND
 JA1847'THE DISK IS STAMPED NANCY NO 2 1946.
 JA1847'
 JA1847'THE AZIMUTH MARK IS 0.5 MILE SOUTH ALONG HIGHWAY 45 FROM THE STATION,
 JA1847'66.5 FEET SOUTH OF A
 JA1847'POWERLINE POLE, 26.5 FEET WEST OF THE CENTERLINE OF
 JA1847'THE HIGHWAY AND 3 FEET NORTHEAST
 JA1847'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 = OCTOBER  6, 2006
 ME2269 ***********************************************************************
 ME2269  DESIGNATION -  NAPPANEE
 ME2269  PID         -  ME2269
 ME2269  STATE/COUNTY-  IN/ELKHART
 ME2269  USGS QUAD   -  NAPPANEE WEST (1991)
 ME2269
 ME2269                         *CURRENT SURVEY CONTROL
 ME2269  ___________________________________________________________________
 ME2269* NAD 83(1997)-  41 26 36.32697(N)    086 01 46.60916(W)     ADJUSTED  
 ME2269* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 ME2269  ___________________________________________________________________
 ME2269  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 ME2269  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 ME2269
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2269
 ME2269.The geoid height was determined by GEOID03.
 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 WEST TANK                       095 26 18.7
 ME2269:UTM  16      -  NAPPANEE WEST TANK                       094 33 21.6
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2269.See file dsdata.txt to determine how the superseded data were derived.
 ME2269
 ME2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8106288438(NAD 83)
 ME2269_MARKER: DS = TRIANGULATION STATION DISK
 ME2269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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.
 ME2269'HIGHWAY 6.  IT IS 107 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 ME2269'CONCRETE BLOCK BUILDING, 67 FEET
 ME2269'NORTH OF THE CENTER OF THE HIGHWAY, 38 FEET NORTH OF A FENCE
 ME2269'CORNER, 36 FEET EAST OF THE EAST EDGE OF A
 ME2269'PRIVATE DRIVE, 4 FEET NORTH OF A WHITE
 ME2269'WITNESS POST AND 1 FOOT WEST OF A NORTH-SOUTH FENCELINE.  THE
 ME2269'MARK PROJECTS 2 INCHES AND THE
 ME2269'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
 ME2269'AND 1 FOOT WEST OF A NORTH-SOUTH FENCELINE.  THE MARK PROJECTS 2
 ME2269'INCHES AND THE DISK IS STAMPED
 ME2269'NAPPANEE NO 1 1952.
 ME2269'
 ME2269'REFERENCE MARK NO. 2 IS 29 FEET NORTH OF THE CENTER OF THE HIGHWAY
 ME2269'AND 1 FOOT SOUTH OF AN
 ME2269'EAST-WEST FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 ME2269'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
 ME2269'THE CENTER OF U.S. HIGHWAY 6, 3 FEET EAST OF A WHITE WITNESS POST AND
 ME2269'2 FEET SOUTH OF A TELEPHONE
 ME2269'POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 ME2269'NAPPANEE 1952.
 ME2269'
 ME2269'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 ME2269'HIGHWAY 19 (W. MARKET
 ME2269'STREET AND MAIN STREET) IN NAPPANEE, GO WEST ON U.S. HIGHWAY 6 (W.
 ME2269'MARKET STREET) FOR 1.4 MILE TO
 ME2269'THE STATION ON THE RIGHT AS DESCRIBED, CONTINUE FOR 0.3
 ME2269'MILE TO THE AZIMUTH MARK ON THE 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
 ME2269'DESCRIPTION IS ADEQUATE AND 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
 ME2269'MARK NO. 1 CHECKED.  IT IS 75 FEET NORTH OF THE CENTERLINE OF U.S.
 ME2269'HIGHWAY 6, 44 FEET NORTH OF POWER POLE NO. 032, 37 FEET SOUTH OF
 ME2269'POWER POLE NO. 031, 1.5 FEET WEST OF A FENCELINE, 1 FOOT WEST OF A
 ME2269'METAL WITNESS POST AND AT THE EAST EDGE OF THE SERVICE
 ME2269'STATION LAWN.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 ME2269'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
 ME2269'OF A METAL BUILDING AND 1.5 FEET WEST OF THE FENCELINE.  THE
 ME2269'MONUMENT IS 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
 ME2269'1 FOOT WEST OF POWER POLE NO. 030.  THE MONUMENT PROJECTS 1 INCH
 ME2269'AND THE 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
 ME2269'1952.
 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
 ME2269'OF NAPPANEE.
 ME2269
 ME2269                          STATION RECOVERY (1980)
 ME2269
 ME2269'RECOVERY NOTE BY ELKHART COUNTY INDIANA 1980 (CMS)
 ME2269'NAPPANEE 1952 RECOVERED GOOD.
 ME2269'
 ME2269'NAPPANEE NO. 1 1952 RECOVERED GOOD.
 ME2269'
 ME2269'NAPPANEE NO. 2 1952 NOT FOUND.  PRESUMED DESTROYED.
 ME2269'
 ME2269'AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 ME2269'
 ME2269'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILE WEST OF NAPPANEE,
 ME2269'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 = OCTOBER  6, 2006
 MD1682 ***********************************************************************
 MD1682  DESIGNATION -  NAPPANEE EAST WATER TANK
 MD1682  PID         -  MD1682
 MD1682  STATE/COUNTY-  IN/ELKHART
 MD1682  USGS QUAD   -  NAPPANEE EAST (1992)
 MD1682
 MD1682                         *CURRENT SURVEY CONTROL
 MD1682  ___________________________________________________________________
 MD1682* NAD 83(1997)-  41 26 27.91603(N)    085 59 51.56410(W)     ADJUSTED  
 MD1682* NAVD 88     -                                                        
 MD1682  ___________________________________________________________________
 MD1682  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 MD1682  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MD1682
 MD1682  HORZ ORDER  -  THIRD
 MD1682
 MD1682.The horizontal coordinates were established by classical geodetic methods
 MD1682.and adjusted by the National Geodetic Survey in May 1999..
 MD1682
 MD1682
 MD1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1682
 MD1682.The geoid height was determined by GEOID03.
 MD1682
 MD1682;                    North         East     Units Scale Factor Converg.
 MD1682;SPC IN E     -   687,595.847    72,339.472   MT  0.99997608   -0 13 08.6
 MD1682;SPC IN E     - 2,255,887.37    237,333.75   sFT  0.99997608   -0 13 08.6
 MD1682;UTM  16      - 4,588,208.660   583,734.659   MT  0.99968629   +0 39 48.4
 MD1682
 MD1682                          SUPERSEDED SURVEY CONTROL
 MD1682
 MD1682  NAD 83(1986)-  41 26 27.91953(N)    085 59 51.57245(W) AD(       ) 4
 MD1682  NAD 27      -  41 26 27.74600(N)    085 59 51.57600(W) AD(       ) 3
 MD1682
 MD1682.Superseded values are not recommended for survey control.
 MD1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1682.See file dsdata.txt to determine how the superseded data were derived.
 MD1682
 MD1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8373588209(NAD 83)
 MD1682
 MD1682  HISTORY     - Date     Condition        Report By
 MD1682  HISTORY     - 1952     MONUMENTED       CGS
 MD1682  HISTORY     - 1957     SEE DESCRIPTION  CGS
 MD1682  HISTORY     - 19950914 MARK NOT FOUND   USPSQD
 MD1682
 MD1682                          STATION DESCRIPTION
 MD1682
 MD1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 MD1682'THE BALL AT THE APEX OF THE ROOF OF THE NAPPANEE MUNI. WATER
 MD1682'TANK (EAST OF 2)
 MD1682'WHICH IS ABOUT 125 FEET HIGH PAINTED SILVER.  THE TANK IS LOCATED IN
 MD1682'THE SOUTHEAST SECTION OF NAPPANEE,
 MD1682'200 FEET EAST OF THE INTERSECTION OF MADISON STREET
 MD1682'AND THE B. AND O. RAILROAD.  THE TANK IS SUPPORTED BY
 MD1682'FOUR LEGS.
 MD1682
 MD1682                          STATION RECOVERY (1957)
 MD1682
 MD1682'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 MD1682'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 MD1682'DESCRIPTION IS ADEQUATE AND
 MD1682'COMPLETE.
 MD1682
 MD1682                          STATION RECOVERY (1995)
 MD1682
 MD1682'RECOVERY NOTE BY US POWER SQUADRON 1995
 MD1682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1681 ***********************************************************************
 MD1681  DESIGNATION -  NAPPANEE MUTSCHLER BROS STACK
 MD1681  PID         -  MD1681
 MD1681  STATE/COUNTY-  IN/ELKHART
 MD1681  USGS QUAD   -  NAPPANEE EAST (1992)
 MD1681
 MD1681                         *CURRENT SURVEY CONTROL
 MD1681  ___________________________________________________________________
 MD1681* NAD 83(1997)-  41 26 24.72911(N)    085 59 53.28026(W)     ADJUSTED  
 MD1681* NAVD 88     -                                                        
 MD1681  ___________________________________________________________________
 MD1681  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 MD1681  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MD1681
 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
 MD1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1681
 MD1681.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1681
 MD1681  NAD 83(1986)-  41 26 24.73265(N)    085 59 53.28888(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1681.See file dsdata.txt to determine how the superseded data were derived.
 MD1681
 MD1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8369688110(NAD 83)
 MD1681
 MD1681  HISTORY     - Date     Condition        Report By
 MD1681  HISTORY     - 1952     MONUMENTED       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 = OCTOBER  6, 2006
 ME2272 ***********************************************************************
 ME2272  DESIGNATION -  NAPPANEE WEST TANK
 ME2272  PID         -  ME2272
 ME2272  STATE/COUNTY-  IN/ELKHART
 ME2272  USGS QUAD   -  NAPPANEE WEST (1991)
 ME2272
 ME2272                         *CURRENT SURVEY CONTROL
 ME2272  ___________________________________________________________________
 ME2272* NAD 83(1997)-  41 26 29.13960(N)    086 00 01.81326(W)     ADJUSTED  
 ME2272* NAVD 88     -                                                        
 ME2272  ___________________________________________________________________
 ME2272  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 ME2272  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME2272
 ME2272  HORZ ORDER  -  THIRD
 ME2272
 ME2272.The horizontal coordinates were established by classical geodetic methods
 ME2272.and adjusted by the National Geodetic Survey in May 1999..
 ME2272
 ME2272
 ME2272.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2272
 ME2272.The geoid height was determined by GEOID03.
 ME2272
 ME2272;                    North         East     Units Scale Factor Converg.
 ME2272;SPC IN E     -   687,634.507    72,101.697   MT  0.99997624   -0 13 15.4
 ME2272;SPC IN E     - 2,256,014.21    236,553.65   sFT  0.99997624   -0 13 15.4
 ME2272;UTM  16      - 4,588,243.643   583,496.386   MT  0.99968580   +0 39 41.6
 ME2272
 ME2272                          SUPERSEDED SURVEY CONTROL
 ME2272
 ME2272  NAD 83(1986)-  41 26 29.14310(N)    086 00 01.82162(W) AD(       ) 4
 ME2272  NAD 27      -  41 26 28.97000(N)    086 00 01.82600(W) AD(       ) 3
 ME2272
 ME2272.Superseded values are not recommended for survey control.
 ME2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2272.See file dsdata.txt to determine how the superseded data were derived.
 ME2272
 ME2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8349688244(NAD 83)
 ME2272_MARKER: 53 = ELEVATED TANK
 ME2272
 ME2272  HISTORY     - Date     Condition        Report By
 ME2272  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2272  HISTORY     - 1957     GOOD             CGS
 ME2272  HISTORY     - 19950914 MARK NOT FOUND   USPSQD
 ME2272
 ME2272                          STATION DESCRIPTION
 ME2272
 ME2272'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2272'THE BALL AT THE APEX OF THE ROOF OF THE NAPPANEE MUNI. WATER
 ME2272'TANK (WEST OF 2)
 ME2272'WHICH IS 125 FEET HIGH PAINTED SILVER.  THE TANK IS LOCATED NEAR THE
 ME2272'CENTER OF NAPPANEE, 200 FEET
 ME2272'NORTHWEST OF THE INTERSECTION OF ELM AND LINCOLN STREETS.
 ME2272
 ME2272                          STATION RECOVERY (1957)
 ME2272
 ME2272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 ME2272'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 ME2272'DESCRIPTION IS ADEQUATE AND COMPLETE.
 ME2272
 ME2272                          STATION RECOVERY (1995)
 ME2272
 ME2272'RECOVERY NOTE BY US POWER SQUADRON 1995
 ME2272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1910 ***********************************************************************
 MD1910  DESIGNATION -  NAPPORT
 MD1910  PID         -  MD1910
 MD1910  STATE/COUNTY-  IN/ELKHART
 MD1910  USGS QUAD   -  NAPPANEE EAST (1992)
 MD1910
 MD1910                         *CURRENT SURVEY CONTROL
 MD1910  ___________________________________________________________________
 MD1910* NAD 83(1997)-  41 26 45.68625(N)    085 56 19.20381(W)     ADJUSTED  
 MD1910* NAVD 88     -       261.0    (meters)     856.     (feet)  VERTCON   
 MD1910  ___________________________________________________________________
 MD1910  X           -     339,115.049 (meters)                     COMP
 MD1910  Y           -  -4,776,094.933 (meters)                     COMP
 MD1910  Z           -   4,199,831.261 (meters)                     COMP
 MD1910  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 MD1910  ELLIP HEIGHT-         227.63  (meters)          (05/25/99) GPS OBS
 MD1910  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MD1910
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1910
 MD1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1910
 MD1910.The ellipsoidal height was determined by GPS observations
 MD1910.and is referenced to NAD 83.
 MD1910
 MD1910.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          857.     (f) GPS OBS        
 MD1910
 MD1910.Superseded values are not recommended for survey control.
 MD1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1910.See file dsdata.txt to determine how the superseded data were derived.
 MD1910
 MD1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8865688815(NAD 83)
 MD1910_MARKER: DH = HORIZONTAL CONTROL DISK
 MD1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1910_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 MD1911 ***********************************************************************
 MD1911  DESIGNATION -  NAPPORT AZ MK
 MD1911  PID         -  MD1911
 MD1911  STATE/COUNTY-  IN/ELKHART
 MD1911  USGS QUAD   -  NAPPANEE EAST (1992)
 MD1911
 MD1911                         *CURRENT SURVEY CONTROL
 MD1911  ___________________________________________________________________
 MD1911* NAD 83(1997)-  41 26 45.94143(N)    085 55 48.40444(W)     ADJUSTED  
 MD1911* NAVD 88     -       261.0    (meters)     856.     (feet)  VERTCON   
 MD1911  ___________________________________________________________________
 MD1911  X           -     339,827.841 (meters)                     COMP
 MD1911  Y           -  -4,776,039.053 (meters)                     COMP
 MD1911  Z           -   4,199,837.169 (meters)                     COMP
 MD1911  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 MD1911  ELLIP HEIGHT-         227.64  (meters)          (05/25/99) GPS OBS
 MD1911  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 MD1911
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1911
 MD1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1911
 MD1911.The ellipsoidal height was determined by GPS observations
 MD1911.and is referenced to NAD 83.
 MD1911
 MD1911.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)  261.1    (m)          857.     (f) GPS OBS        
 MD1911
 MD1911.Superseded values are not recommended for survey control.
 MD1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1911.See file dsdata.txt to determine how the superseded data were derived.
 MD1911
 MD1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8937088832(NAD 83)
 MD1911_MARKER: DZ = AZIMUTH MARK DISK
 MD1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1911_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 ME2343 ***********************************************************************
 ME2343  DESIGNATION -  NAVIN
 ME2343  PID         -  ME2343
 ME2343  STATE/COUNTY-  IN/MARSHALL
 ME2343  USGS QUAD   -  DONALDSON (1972)
 ME2343
 ME2343                         *CURRENT SURVEY CONTROL
 ME2343  ___________________________________________________________________
 ME2343* NAD 83(1997)-  41 18 23.47245(N)    086 24 49.98141(W)     ADJUSTED  
 ME2343* NAVD 88     -       252.     (meters)     827.     (feet)  SCALED    
 ME2343  ___________________________________________________________________
 ME2343  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 ME2343  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 ME2343
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2343
 ME2343.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2343.See file dsdata.txt to determine how the superseded data were derived.
 ME2343
 ME2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4906472950(NAD 83)
 ME2343_MARKER: DS = TRIANGULATION STATION DISK
 ME2343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2343'150 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 116 FEET
 ME2343'NORTHWEST OF A SILO, 41 FEET
 ME2343'NORTHWEST OF THE NORTHWEST CORNER OF A FRAME BUILDING
 ME2343'AND 18 FEET SOUTHWEST OF A WHITE WITNESS POST
 ME2343'AND A FENCELINE.  THE MARK IS FLUSH AND
 ME2343'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
 ME2343'FEET WEST OF THE SILO.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2343'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
 ME2343'FEET NORTH OF THE NORTH SIDE OF THE FRAME BUILDING.  THE MARK IS
 ME2343'FLUSH AND THE DISK IS STAMPED
 ME2343'NAVIN NO 2 1952.
 ME2343'
 ME2343'AZIMUTH MARK IS 38 FEET EAST OF THE CENTER OF STATE HIGHWAY 17, 2
 ME2343'FEET SOUTH OF A POWERLINE
 ME2343'POLE, 2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A
 ME2343'FENCELINE.  THE MARK PROJECTS 4
 ME2343'INCHES AND THE DISK IS 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
 ME2343'WEST AND SOUTH ON STATE HIGHWAY 17 FOR 6.6 MILES TO THE AZIMUTH MARK
 ME2343'ON THE LEFT, CONTINUE FOR 1.05
 ME2343'MILE TO WHERE HIGHWAY TURNS SHARP SOUTH AND A GRAVEL
 ME2343'ROAD CONTINUES WEST, CONTINUE WEST ON GRAVEL ROAD
 ME2343'FOR 0.05 MILE TO A CROSSROAD, TURN
 ME2343'RIGHT AND GO NORTH FOR 0.25 MILE TO A DRIVEWAY ON THE RIGHT, TURN
 ME2343'RIGHT INTO DRIVEWAY AND
 ME2343'GO 0.05 MILE TO J.J. NAVIN HOUSE AND THE STATION AS DESCRIBED.
 ME2343'
 ME2343'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2385 ***********************************************************************
 LB2385  DESIGNATION -  NEAD
 LB2385  PID         -  LB2385
 LB2385  STATE/COUNTY-  IN/MIAMI
 LB2385  USGS QUAD   -  ONWARD (1994)
 LB2385
 LB2385                         *CURRENT SURVEY CONTROL
 LB2385  ___________________________________________________________________
 LB2385* NAD 83(1997)-  40 42 24.85116(N)    086 07 39.34686(W)     ADJUSTED  
 LB2385* NAVD 88     -       234.     (meters)     768.     (feet)  SCALED    
 LB2385  ___________________________________________________________________
 LB2385  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 LB2385  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 LB2385
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2385
 LB2385.The geoid height was determined by GEOID03.
 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     -   0.99996868  x   0.99998533  =   0.99995401
 LB2385!UTM  16      -   0.99996868  x   0.99966685  =   0.99963554
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2385.See file dsdata.txt to determine how the superseded data were derived.
 LB2385
 LB2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7369506587(NAD 83)
 LB2385_MARKER: DS = TRIANGULATION STATION DISK
 LB2385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2387 ***********************************************************************
 LB2387  DESIGNATION -  NEAD 2
 LB2387  PID         -  LB2387
 LB2387  STATE/COUNTY-  IN/MIAMI
 LB2387  USGS QUAD   -  ONWARD (1994)
 LB2387
 LB2387                         *CURRENT SURVEY CONTROL
 LB2387  ___________________________________________________________________
 LB2387* NAD 83(1997)-  40 42 24.08011(N)    086 07 40.97342(W)     ADJUSTED  
 LB2387* NAVD 88     -       234.     (meters)     768.     (feet)  SCALED    
 LB2387  ___________________________________________________________________
 LB2387  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 LB2387  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 LB2387
 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.No horizontal observational check was made to the station.
 LB2387
 LB2387.The orthometric height was scaled from a topographic map.
 LB2387
 LB2387.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2387
 LB2387.The geoid height was determined by GEOID03.
 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     -   0.99996868  x   0.99998537  =   0.99995405
 LB2387!UTM  16      -   0.99996868  x   0.99966678  =   0.99963547
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2387.See file dsdata.txt to determine how the superseded data were derived.
 LB2387
 LB2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7365706563(NAD 83)
 LB2387_MARKER: DS = TRIANGULATION STATION DISK
 LB2387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2387_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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             BUTLER
 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 AND SEUFERT INC 2006 (JRC)
 LB2387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1949 ***********************************************************************
 JA1949  DESIGNATION -  NEAL RESET
 JA1949  PID         -  JA1949
 JA1949  STATE/COUNTY-  IN/KNOX
 JA1949  USGS QUAD   -  IONA (1980)
 JA1949
 JA1949                         *CURRENT SURVEY CONTROL
 JA1949  ___________________________________________________________________
 JA1949* NAD 83(1997)-  38 34 31.06707(N)    087 29 50.73433(W)     ADJUSTED  
 JA1949* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 JA1949  ___________________________________________________________________
 JA1949  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 JA1949  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JA1949
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1949
 JA1949.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1949.See file dsdata.txt to determine how the superseded data were derived.
 JA1949
 JA1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5667169766(NAD 83)
 JA1949_MARKER: DS = TRIANGULATION STATION DISK
 JA1949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1949_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 JA1949'0.05 MILE TO A CROSSROAD.  TURN RIGHT AND GO EAST
 JA1949'AND NORTH AND EAST ON STATE HIGHWAY
 JA1949'241 FOR 2.55 MILES TO A
 JA1949'CROSSROAD.  TURN LEFT AND GO NORTH ON A PAVED ROAD FOR
 JA1949'0.65 MILE TO A T
 JA1949'INTERSECTION.  TURN LEFT AND GO WEST AND NORTH ON A PAVED ROAD FOR
 JA1949'1.65 MILES TO A
 JA1949'REVERSE Y FORK.  KEEP LEFT AND CONTINUE NORTH AND
 JA1949'WEST ON THE PAVED ROAD FOR 0.4
 JA1949'MILE TO THE AZIMUTH MARK ON THE LEFT.
 JA1949'CONTINUE ON PAVED ROAD FOR 0.3 MILE TO A DRIVEWAY
 JA1949'ON THE RIGHT.  TURN
 JA1949'RIGHT AND GO EAST ON THE DRIVE FOR 0.2 MILE TO THE STATION ON THE
 JA1949'LEFT 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
 JA1949'WEST OF THE CENTER
 JA1949'OF A GATE, 3.7 FEET WEST OF A METAL WITNESS POST
 JA1949'AND 1 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
 JA1949'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
 JA1949'SOUTH OF A 36-INCH TREE, 21 FEET SOUTHWEST OF THE
 JA1949'CENTER 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
 JA1949'OF THE CENTER OF A PAVED ROAD, 4.5 FEET NORTHWEST
 JA1949'OF A 14-INCH WALNUT TREE, 2.2 FEET
 JA1949'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
 JA1949'OWNER.  THE POINT WAS PLUMBED AND HELD AND THE NEW SURFACE MARK
 JA1949'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,
 JA1949'92 FEET NORTHEAST OF A 36 INCH TREE, 84 FEET WEST OF THE NORTHWEST
 JA1949'CORNER OF A BARN, 1 FOOT SOUTHWEST OF A METAL WITNESS POST AND IN
 JA1949'A FEED LOT.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 JA1949'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
 JA1949'FOR 1.3 MILES TO RAILROAD TRACK.  CONTINUE AHEAD ON PAVED ROAD FOR
 JA1949'1.45 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
 JA1949'SOUTHERLY DIRECTION FOR 0.7 MILE TO A CROSSROADS.  CONTINUE AHEAD
 JA1949'FOR 0.55 MILE TO A SIDE ROAD LEFT AND A CHURCH ON THE LEFT.
 JA1949'TURN LEFT, NORTH, AND GO ON A GRAVELED DRIVEWAY FOR 0.2 MILE AND THE
 JA1949'STATION AS DESCRIBED.
 JA1949'
 JA1949'REFERENCE MARK 3 IS 54 FEET NORTH OF THE CENTER OF THE GATE,
 JA1949'46 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY, 18 FEET NORTH OF
 JA1949'A 12 INCH TREE, 8 FEET SOUTH OF AN ADDITION TO THE BARN AND 1 FOOT
 JA1949'EAST OF FENCELINE.  THE MONUMENT IS A PRE-CAST 3 FOOT ALUMINUM
 JA1949'TYPE.  THE DISK 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
 JA1949'INCH WALNUT TREE, 2 FEET SOUTH OF A METAL WITNESS POST, 1 FOOT EAST
 JA1949'OF A 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 = OCTOBER  6, 2006
 LA2050 ***********************************************************************
 LA2050  DESIGNATION -  NEFF
 LA2050  PID         -  LA2050
 LA2050  STATE/COUNTY-  IN/HUNTINGTON
 LA2050  USGS QUAD   -  HUNTINGTON (1994)
 LA2050
 LA2050                         *CURRENT SURVEY CONTROL
 LA2050  ___________________________________________________________________
 LA2050* NAD 83(1997)-  40 56 37.32113(N)    085 28 11.23470(W)     ADJUSTED  
 LA2050* NAVD 88     -       257.     (meters)     843.     (feet)  SCALED    
 LA2050  ___________________________________________________________________
 LA2050  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 LA2050  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 LA2050
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2050
 LA2050.The geoid height was determined by GEOID03.
 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     -   0.99996499  x   0.99997005  =   0.99993505
 LA2050!UTM  16      -   0.99996499  x   0.99980420  =   0.99976920
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2050.See file dsdata.txt to determine how the superseded data were derived.
 LA2050
 LA2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2880533635(NAD 83)
 LA2050_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2050
 LA2050  HISTORY     - Date     Condition        Report By
 LA2050  HISTORY     - 1946     MONUMENTED       CGS
 LA2050  HISTORY     - 1947     SEE DESCRIPTION  CGS
 LA2050  HISTORY     - 1948     SEE DESCRIPTION  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
 LA2050'HIGHWAY 9, ON THE PROPERTY OF J.Q. NEFF.  IT IS APPROXIMATELY 250
 LA2050'FEET EAST OF THE CENTERLINE OF STATE
 LA2050'HIGHWAY 9, 15 FEET NORTH OF A FENCELINE AND 40 FEET EAST OF A
 LA2050'FENCELINE.  THE MARK IS FLUSH AND THE DISK
 LA2050'IS STAMPED NEFF 1946.
 LA2050'
 LA2050'REFERENCE MARK NO. 1 IS 107.16 FEET NORTHEAST OF THE STATION.  IT IS
 LA2050'1 FOOT SOUTH OF A RAIL FENCELINE.
 LA2050'THE MARK PROJECTS 3 INCHES AND THE 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,
 LA2050'AND 25 FEET EAST OF A BARN.  THE MARK PROJECTS 6 INCHES AND THE DISK
 LA2050'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
 LA2050'OF A GRAVEL ROAD AND 41 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 LA2050'CHURCH THE MARK IS FLUSH AND THE DISK IS
 LA2050'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
 LA2050'OF HUNTINGTON, GO NORTH ON STATE HIGHWAY 9 FOR 3.8 MILES TO A
 LA2050'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
 LA2050'0.25 MILE TO A CROSSROAD.  TURN RIGHT AT THE CROSSRAOD TO THE AZIMUTH
 LA2050'ON THE LEFT AS DESCRIBED.
 LA2050'
 LA2050'NOTE--DUE TO AN ECCENTRIC SET-UP, THE DIRECTION TO THE AZIMUTH MARK
 LA2050'AND 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
 LA2050'IN 1946.  DUE TO
 LA2050'AN ECCENTRIC SET UP IN 1946 THE DIRECTION TO THE MARKS WERE NOT
 LA2050'TAKEN.  A COMPLETE NEW DESCRIPTION
 LA2050'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,
 LA2050'ON HIGHWAY 9 AND PROPERTY OWNED BY J.Q. NEFF.  IT IS 15 FEET NORTH OF
 LA2050'THE NORTH LANE FENCE AND 78 FEET
 LA2050'NORTHEAST OF THE NORTHEAST CORNER OF A SMALL BARN.  THE MARK IS
 LA2050'FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 LA2050'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
 LA2050'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED NEFF NO 1 1946.
 LA2050'(NOTE 11A)
 LA2050'
 LA2050'REFERENCE MARK NO. 2 IS 92.56 FEET NORTHWEST OF THE STATION.  IT IS
 LA2050'33 FEET EAST OF THE NORTHEAST CORNER
 LA2050'OF THE LARGE BARN, 16 FEET SOUTHEAST OF A FENCE CORNER AND 16 FEET
 LA2050'SOUTH OF A FENCE LINE.  THE MARK PROJECTS
 LA2050'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
 LA2050'OF THE CHURCH AND 31 FEET NORTH OF THE CENTER OF A GRAVEL ROAD.  THE
 LA2050'MARK IS FLUSH AND THE DISK IS STAMPED
 LA2050'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
 LA2050'HUNTINGTON, GO NORTH ON HIGHWAY 9 FOR 3.8 MILES TO THE NEFF FARM ON
 LA2050'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
 LA2050'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
 LA2050'MARKS WERE FOUND
 LA2050'TO BE IN GOOD CONDITION.  DISTANCES AND DIRECTIONS TO AZIMUTH MARK,
 LA2050'REFERENCE MARK NO. 1 AND REFERENCE
 LA2050'MARK NO. 2 WERE CHECKED.  STATION, AZIMUTH AND
 LA2050'REFERENCE MARKS ARE DESCRIBED IN NOTES 1A, 7A AND
 LA2050'11A.  OLD DESCRIPTION WAS CHECKED AND
 LA2050'FOUND TO BE ADEQUATE.
 LA2050'
 LA2050'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2298 ***********************************************************************
 ME2298  DESIGNATION -  NELLANS
 ME2298  PID         -  ME2298
 ME2298  STATE/COUNTY-  IN/MARSHALL
 ME2298  USGS QUAD   -  RUTLAND (1980)
 ME2298
 ME2298                         *CURRENT SURVEY CONTROL
 ME2298  ___________________________________________________________________
 ME2298* NAD 83(1997)-  41 10 20.77248(N)    086 17 21.07601(W)     ADJUSTED  
 ME2298* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 ME2298  ___________________________________________________________________
 ME2298  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 ME2298  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 ME2298
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2298
 ME2298.The geoid height was determined by GEOID03.
 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     -   0.99996248  x   1.00000024  =   0.99996272
 ME2298!UTM  16      -   0.99996248  x   0.99964375  =   0.99960624
 ME2298
 ME2298:                Primary Azimuth Mark                     Grid Az
 ME2298:SPC IN E     -  ARGOS MUNICIPAL TANK                     027 04 35.8
 ME2298:UTM  16      -  ARGOS MUNICIPAL TANK                     026 11 55.7
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2298.See file dsdata.txt to determine how the superseded data were derived.
 ME2298
 ME2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5962558143(NAD 83)
 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
 ME2298'MILES NORTHEAST OF DELONG AND
 ME2298'ABOUT 5 MILES SOUTHWEST OF ARGOS ON HIGHWAY PROPERTY.  IT IS 65 FEET
 ME2298'NORTHWEST OF THE INTERSECTION OF
 ME2298'STATE HIGHWAY 110 AND A GRAVEL ROAD NORTH, 59 FEET
 ME2298'WEST OF THE CENTER OF THE GRAVEL ROAD, 38 FEET
 ME2298'NORTH OF THE CENTER OF THE HIGHWAY, 15
 ME2298'FEET NORTHWEST OF A CONCRETE CULVERT, 4 FEET SOUTHWEST OF A WHITE
 ME2298'WITNESS POST AND 2 FEET SOUTH OF
 ME2298'A FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 ME2298'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
 ME2298'FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 ME2298'NELLANS NO 1 1952.
 ME2298'
 ME2298'BENCH MARK J 176 WAS USED AS A REFERENCE MARK.  IT IS 41 FEET NORTH
 ME2298'OF THE CENTER OF THE HIGHWAY,
 ME2298'23 FEET WEST OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT NORTHEAST
 ME2298'OF THE NORTHWEST END OF A CONCRETE
 ME2298'CULVERT ABUTMENT.  THE MARK IS A BRONZE U.S. COAST
 ME2298'AND GEODETIC SURVEY BENCH MARK DISK SET FLUSH IN A
 ME2298'DRILL HOLE IN THE ABUTMENT AND IS
 ME2298'STAMPED J 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
 ME2298'POLE, 1.6 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A
 ME2298'FENCELINE.  THE MARK PROJECTS 12
 ME2298'INCHES AND THE 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
 ME2298'1/2 MILES SOUTH OF ARGOS, GO WEST ON STATE HIGHWAY 110 FOR 2.9 MILES
 ME2298'TO THE AZIMUTH MARK ON THE LEFT,
 ME2298'CONTINUE FOR 0.2 MILE TO A SIDE ROAD RIGHT AND THE
 ME2298'STATION IN THE NORTHWEST 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
 ME2298'IN 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
 ME2298'CHANGES 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
 ME2298'EAST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND
 ME2298'THE DISK 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
 ME2298'110 FOR 2.2 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST
 ME2298'ON THE HIGHWAY FOR 0.2 MILE TO A SIDE ROAD RIGHT AND THE STATION IN
 ME2298'THE NORTHWEST ANGLE AS DESCRIBED.
 ME2298'
 ME2298'REFERENCE MARK 1 IS 35 FEET NORTH OF A CORNER FENCE POST, 12 FEET
 ME2298'WEST OF THE CENTERLINE OF S MAPLE RD. AND 1 FOOT EAST OF A
 ME2298'FENCELINE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED NELLANS
 ME2298'NO 1 1952.
 ME2298'
 ME2298'REFERENCE MARK 2 IS 52 FEET EAST OF THE CENTERLINE OF S MAPLE RD.
 ME2298'AND 40 FEET NORTH OF THE CENTERLINE OF HIGHWAY.  THE DISK IS
 ME2298'CEMENTED IN A DRILL HOLE IN A CONCRETE BASE SUPPORTING A CORNER
 ME2298'FENCE POST MADE FROM A RAIL ROAD TRACK AND THE DISK IS STAMPED
 ME2298'NELLANS 1952 NO 2 1975.
 ME2298'
 ME2298'THE AZIMUTH MARK IS 39 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 ME2298'1 FOOT NORTH OF A POWER POLE AND 1 FOOT WEST OF A WOODEN WITNESS
 ME2298'POST.  THE MONUMENT PROJECTS 10 INCHES AND THE DISK IS STAMPED
 ME2298'NELLANS 1952.
 ME2298'
 ME2298'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 ME2298'SOUTHWEST OF ARGOS.
 ME2298
 ME2298                          STATION RECOVERY (1984)
 ME2298
 ME2298'RECOVERY NOTE BY US POWER SQUADRON 1984 (TCR)
 ME2298'NELLANS 1952 FOUND GOOD.
 ME2298'
 ME2298'ADDITIONAL INFORMATION--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.
 ME2298'
 ME2298'ADDITIONAL INFORMATION--MARK IS ABOUT 3 FEET ABOVE THE HIGHWAY AND IS
 ME2298'NEAR THE THIRD POWER POLE EAST OF SOUTH MAPLE ROAD.
 ME2298'
 ME2298'NELLANS RM 1 NOT RECOVERED.
 ME2298'
 ME2298'DISTANCES WERE MEASURED FROM REFERENCES AND AREA EXPLORED.  A BANK
 ME2298'HAS BEEN BUILT ALONG THE EDGE OF ROAD PROBABLY COVERING MARK.  SIGHT
 ME2298'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.  THE STATION IS LOCATED ABOUT 8.0 MILES (12.9 KM) NORTHWEST
 ME2298'OF ROCHESTER, 7.0 MILES (11.3 KM) NORTHEAST OF DELONG AND ABOUT 5.0
 ME2298'MILES (8.0 KM) SOUTHWEST OF ARGOS. OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 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.  THE STATION IS A STANDARD CGS DISK STAMPED,---NELLANS
 ME2298'1952---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 ME2298'CM) IN DIAMETER, FLUSH, WITH GROUND.  THE STATION IS LOCATED 11.6
 ME2298'METERS (38.1 FT) NORTH FROM THE CENTER OF HIGHWAY 110, 18.0 METERS
 ME2298'(59.1 FT) WEST FROM THE CENTER OF S MAPLE RD, 0.5 METERS (1.6 FT) EAST
 ME2298'FROM A METAL WITNESS POST, 2.0 METERS (6.6 FT) WEST FROM A PIECE OF
 ME2298'RAILROAD TRACK DRIVEN INTO GROUND AND 0.6 METERS (2.0 FT) SOUTH FROM A
 ME2298'FENCE LINE.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK
 ME2298'STAMPED,---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 (1.0
 ME2298'FT) ABOVE THE STATION. REFERENCE MARK NO 3 IS A STANDARD NGS DISK
 ME2298'STAMPED,---NELLANS 1952 NO 3 1985---, SET INTO THE TOP OF A ROUND
 ME2298'CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH, WITH GROUND.
 ME2298'THE STATION IS LOCATED 11.9 METERS (39.0 FT) NORTH FROM THE CENTERLINE
 ME2298'OF 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'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.  TO REACH THE AZIMUTH
 ME2298'MARK FROM THE STATION GO EAST ON HIGHWAY 110 FOR 0.2 MILE (0.3 KM) TO
 ME2298'MARK ON RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1722 ***********************************************************************
 MD1722  DESIGNATION -  NETERER
 MD1722  PID         -  MD1722
 MD1722  STATE/COUNTY-  IN/ELKHART
 MD1722  USGS QUAD   -  FORAKER (1994)
 MD1722
 MD1722                         *CURRENT SURVEY CONTROL
 MD1722  ___________________________________________________________________
 MD1722* NAD 83(1997)-  41 32 22.95105(N)    085 55 21.11110(W)     ADJUSTED  
 MD1722* NAVD 88     -       288.13   (+/-2cm)     945.3    (feet)  VERTCON   
 MD1722  ___________________________________________________________________
 MD1722  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 MD1722  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 MD1722
 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.The vertical order pertains to the NGVD 29 superseded value.
 MD1722
 MD1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1722
 MD1722.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 (07/19/86)  288.25   (m)          945.7    (f) LEVELING    3  
 MD1722
 MD1722.Superseded values are not recommended for survey control.
 MD1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1722.See file dsdata.txt to determine how the superseded data were derived.
 MD1722
 MD1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8987499233(NAD 83)
 MD1722_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1722
 MD1722  HISTORY     - Date     Condition        Report By
 MD1722  HISTORY     - 1947     MONUMENTED       CGS
 MD1722  HISTORY     - 1952     SEE DESCRIPTION  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
 MD1722'OWNED BY MRS. NETERER.
 MD1722'IT IS 30 FEET NORTH OF A FENCELINE, 26 FEET NORTH OF A 18 INCH APPLE
 MD1722'TREE, 23 FEET NORTHWEST OF THE
 MD1722'NORTHWEST CORNER OF GARAGE, 11 FEET WEST OF A FENCELINE AND
 MD1722'10 FEET WEST OF A WHITE WITNESS POST.  THE
 MD1722'MARK IS FLUSH AND THE DISK IS STAMPED
 MD1722'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
 MD1722'23 FEET SOUTHEAST OF A 13 INCH APPLE TREE.  THE MARK IS FLUSH AND THE
 MD1722'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
 MD1722'MARK IS FLUSH AND THE DISK IS STAMPED 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
 MD1722'ROAD, 2 FEET SOUTH OF WHITE WITNESS POST AND 1 FOOT SOUTH OF A
 MD1722'FENCELINE.  THE MARK IS FLUSH AND THE
 MD1722'DISK IS STAMPED NETERER 1947.
 MD1722'
 MD1722'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 119 AND 15 IN
 MD1722'GOSHEN GO SOUTHWEST ON STATE
 MD1722'HIGHWAY 119 FOR 5.5 MILE TO A GRAVEL AND MACADAM CROSSROAD, (GRAVEL
 MD1722'ROAD NORTH) TURN LEFT SOUTH
 MD1722'AND GO 0.35 MILE TO A DRIVEWAY INTO FARM, TURN LEFT AND GO 0.1 MILE
 MD1722'TO STATION AS DESCRIBED.
 MD1722'
 MD1722'TO REACH AZIMUTH MARK FROM THE STATION GO WEST ON DRIVEWAY FOR 0.1
 MD1722'MILE TO MACADAM ROAD, TURN LEFT
 MD1722'AND GO 0.15 MILE TO GRAVEL CROSSROAD, TURN RIGHT AND GO 0.1 MILE TO
 MD1722'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
 MD1722'THE REFERENCE MARKS AND THE AZIMUTH MARK CHECKED AND THE DISTANCES TO
 MD1722'REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 MD1722'CHECKED.  THE DISTANCE TO REFERENCE MARK DID NOT
 MD1722'CHECK.  THE STATION IS ON THE PROPERTY OF JUNIOR
 MD1722'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.
 MD1722'
 MD1722'NETERER NO. 1 1947 RECOVERED GOOD.  FOUND WITH ASSISTANCE OF PROPERTY
 MD1722'OWNER.  LOCATED SOUTHWEST OF GRAIN BIN.
 MD1722'
 MD1722'NETERER NO. 2 1947 FOUND OUT OF GROUND LYING ON ITS SIDE.
 MD1722'
 MD1722'AZIMUTH MARK SEARCHED FOR BUT NOT FOUND.
 MD1722'
 MD1722'THIS REPORT SHOULD REPLACE EARLIER REPORT ON THIS MARK DATED 4-3-80
 MD1722'WHICH WAS SUBMITTED BY THIS OFFICE.
 MD1722'
 MD1722'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTHWEST OF
 MD1722'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 = OCTOBER  6, 2006
 MD1477 ***********************************************************************
 MD1477  DESIGNATION -  NEVADA
 MD1477  PID         -  MD1477
 MD1477  STATE/COUNTY-  IN/STEUBEN
 MD1477  USGS QUAD   -  ANGOLA WEST (1992)
 MD1477
 MD1477                         *CURRENT SURVEY CONTROL
 MD1477  ___________________________________________________________________
 MD1477* NAD 83(1997)-  41 44 33.61475(N)    085 05 55.37261(W)     ADJUSTED  
 MD1477* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 MD1477  ___________________________________________________________________
 MD1477  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 MD1477  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 MD1477
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1477
 MD1477.The geoid height was determined by GEOID03.
 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;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!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:UTM  16      -  NEVADA AZ MK                             077 36 59.1
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1477.See file dsdata.txt to determine how the superseded data were derived.
 MD1477
 MD1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5809622953(NAD 83)
 MD1477_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1477
 MD1477  HISTORY     - Date     Condition        Report By
 MD1477  HISTORY     - 1946     MONUMENTED       CGS
 MD1477  HISTORY     - 1960     SEE DESCRIPTION  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
 MD1477'120.  IT IS 43.6 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 120 AND 10
 MD1477'FEET NORTH OF AN EAST-WEST FENCELINE.
 MD1477'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED NEVADA
 MD1477'1946.
 MD1477'
 MD1477'THE AZIMUTH MARK IS LOCATED 0.5 MILE EAST OF THE STATION.  IT IS 47
 MD1477'FEET NORTH OF THE CENTERLINE OF
 MD1477'HIGHWAY 120, AT A CURVE IN THE HIGHWAY, AND 2 FEET WEST OF A
 MD1477'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
 MD1477'HIGHWAY 120 AND 24 FEET NORTHWEST OF A 24 INCH TREE.  THE MARK
 MD1477'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
 MD1477'OF HIGHWAY 120 AND 1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS 2
 MD1477'INCHES AND THE DISK IS STAMPED
 MD1477'NEVADA NO 2 1946.
 MD1477'
 MD1477'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN THE TOWN OF ANGOLA,
 MD1477'GO NORTH ON U.S. HIGHWAY 27
 MD1477'FOR 6.7 MILES TO THE JUNCTION OF STATE HIGHWAY 120.  TURN LEFT ON
 MD1477'HIGHWAY 120 AND CONTINUE FOR 5.1 MILES
 MD1477'TO STATION ON LEFT AS DESCRIBED.
 MD1477'
 MD1477'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY FOR
 MD1477'0.5 MILE TO CURVE AND
 MD1477'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
 MD1477'THE MAIN CORNER IN ORLAND, 1-1/4 MILES AIR LINE NW OF NEVADA MILLS,
 MD1477'ON THE OUTSIDE OF LONG EASY CURVE,
 MD1477'43-1/2 FEET S OF CENTER LINE OF 20-FOOT ASPHALT PAVEMENT, 0.8
 MD1477'FOOT HIGHER THAN SAME, 15 FEET NW OF
 MD1477'STEEL-RAIL AT PROPERTY-LINE AND R/W FENCE INTERSECTION,
 MD1477'AND 9 FEET N OF THE R/W FENCE, STANDARD DISKS STAMPED
 MD1477'NEVADA 1946, ARE SET IN 1A AND 7A
 MD1477'MARKS, UPPER MARK FLUSH WITH 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
 MD1477'DEG. 11 MIN. FROM STATION, 49 FEET S OF CENTER LINE OF HWY., 27.5
 MD1477'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
 MD1477'IN AZIMUTH 83 DEG. 39 MIN. FROM STATION, 50 FEET S OF HWY. CENTER
 MD1477'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
 MD1477'YARDS E OF MIDDLE OF LONG EASY CURVE, 265-1/2 FEET E OF FENCE
 MD1477'HEDGEROW, 48 FEET N OF CENTER LINE OF
 MD1477'HWY., 0.5 FOOT LOWER THAN SAME, 7 FEET N OF PROJECTED CENTER
 MD1477'LINE OF HIGHWAY TANGENT FROM THE W, 2 FEET W
 MD1477'OF NO. T 28.2-150 I.A.T. CORP. TELEPHONE POLE,
 MD1477'AND 1-1/2 FEET E OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ2255 ***********************************************************************
 HZ2255  DESIGNATION -  NEW
 HZ2255  PID         -  HZ2255
 HZ2255  STATE/COUNTY-  IN/FLOYD
 HZ2255  USGS QUAD   -  LANESVILLE (1993)
 HZ2255
 HZ2255                         *CURRENT SURVEY CONTROL
 HZ2255  ___________________________________________________________________
 HZ2255* NAD 83(1997)-  38 13 53.75468(N)    085 55 53.82853(W)     ADJUSTED  
 HZ2255* NAVD 88     -       285.     (meters)     935.     (feet)  SCALED    
 HZ2255  ___________________________________________________________________
 HZ2255  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 HZ2255  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 HZ2255
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2255
 HZ2255.The geoid height was determined by GEOID03.
 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     -   0.99996050  x   0.99997329  =   0.99993379
 HZ2255!UTM  16      -   0.99996050  x   0.99970768  =   0.99966819
 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 USGS 1947                    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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2255.See file dsdata.txt to determine how the superseded data were derived.
 HZ2255
 HZ2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9350732051(NAD 83)
 HZ2255_MARKER: DS = TRIANGULATION STATION DISK
 HZ2255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ1331 ***********************************************************************
 HZ1331  DESIGNATION -  NEW ALBANY
 HZ1331  PID         -  HZ1331
 HZ1331  STATE/COUNTY-  IN/FLOYD
 HZ1331  USGS QUAD   -  NEW ALBANY (1992)
 HZ1331
 HZ1331                         *CURRENT SURVEY CONTROL
 HZ1331  ___________________________________________________________________
 HZ1331* NAD 83(1986)-  38 17 33.     (N)    085 48 27.     (W)     SCALED    
 HZ1331* NAVD 88     -       141.504  (meters)     464.25   (feet)  ADJUSTED  
 HZ1331  ___________________________________________________________________
 HZ1331  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 HZ1331  DYNAMIC HT  -         141.409 (meters)     463.94  (feet)  COMP
 HZ1331  MODELED GRAV-     979,951.6   (mgal)                       NAVD 88
 HZ1331
 HZ1331  VERT ORDER  -  FIRST     CLASS II
 HZ1331
 HZ1331.The horizontal coordinates were scaled from a topographic map and have
 HZ1331.an estimated accuracy of +/- 6 seconds.
 HZ1331
 HZ1331.The orthometric height was determined by differential leveling
 HZ1331.and adjusted by the National Geodetic Survey in June 1991..
 HZ1331
 HZ1331.The geoid height was determined by GEOID03.
 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     -   337,970.       87,680.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1331.See file dsdata.txt to determine how the superseded data were derived.
 HZ1331
 HZ1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH042389(NAD 83)
 HZ1331_MARKER: DB = BENCH MARK DISK
 HZ1331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1331_SP_SET: BUILDING
 HZ1331_STAMPING: NEW ALBANY 1935
 HZ1331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1331
 HZ1331  HISTORY     - Date     Condition        Report By
 HZ1331  HISTORY     - 1935     MONUMENTED       CGS
 HZ1331  HISTORY     - 1954     GOOD             NGS
 HZ1331  HISTORY     - 1965     GOOD             NGS
 HZ1331
 HZ1331                          STATION DESCRIPTION
 HZ1331
 HZ1331'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1965
 HZ1331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ2277 ***********************************************************************
 HZ2277  DESIGNATION -  NEW ALBANY SECOND PRESB CH
 HZ2277  PID         -  HZ2277
 HZ2277  STATE/COUNTY-  IN/FLOYD
 HZ2277  USGS QUAD   -  NEW ALBANY (1992)
 HZ2277
 HZ2277                         *CURRENT SURVEY CONTROL
 HZ2277  ___________________________________________________________________
 HZ2277* NAD 83(1997)-  38 17 03.87607(N)    085 49 10.56671(W)     ADJUSTED  
 HZ2277* NAVD 88     -                                                        
 HZ2277  ___________________________________________________________________
 HZ2277  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 HZ2277  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HZ2277
 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
 HZ2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2277
 HZ2277.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2277
 HZ2277  NAD 83(1993)-  38 17 03.87656(N)    085 49 10.56717(W) AD(       ) 4
 HZ2277  NAD 83(1986)-  38 17 03.88021(N)    085 49 10.57406(W) AD(       ) 4
 HZ2277  NAD 27      -  38 17 03.64000(N)    085 49 10.71000(W) AD(       ) 3
 HZ2277
 HZ2277.Superseded values are not recommended for survey control.
 HZ2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2277.See file dsdata.txt to determine how the superseded data were derived.
 HZ2277
 HZ2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0323638031(NAD 83)
 HZ2277
 HZ2277  HISTORY     - Date     Condition        Report By
 HZ2277  HISTORY     - 1880     FIRST OBSERVED   CGS
 HZ2277  HISTORY     - 1935     GOOD             CGS
 HZ2277  HISTORY     - 1963     GOOD             AEROS
 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 COLORED 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3261 ***********************************************************************
 JZ3261  DESIGNATION -  NEW ALSACE CATH CHURCH SPIRE
 JZ3261  PID         -  JZ3261
 JZ3261  STATE/COUNTY-  IN/DEARBORN
 JZ3261  USGS QUAD   -  GUILFORD (1983)
 JZ3261
 JZ3261                         *CURRENT SURVEY CONTROL
 JZ3261  ___________________________________________________________________
 JZ3261* NAD 83(1997)-  39 14 03.71828(N)    084 59 58.70084(W)     ADJUSTED  
 JZ3261* NAVD 88     -                                                        
 JZ3261  ___________________________________________________________________
 JZ3261  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 JZ3261  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ3261
 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
 JZ3261.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3261
 JZ3261.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3261
 JZ3261  NAD 83(1995)-  39 14 03.71809(N)    084 59 58.69976(W) AD(       ) 4
 JZ3261  NAD 83(1993)-  39 14 03.72204(N)    084 59 58.70694(W) AD(       ) 4
 JZ3261  NAD 83(1986)-  39 14 03.72102(N)    084 59 58.71051(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3261.See file dsdata.txt to determine how the superseded data were derived.
 JZ3261
 JZ3261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7264944692(NAD 83)
 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 = OCTOBER  6, 2006
 ME2412 ***********************************************************************
 ME2412  DESIGNATION -  NEW CARLISLE MUNICIPAL TANK
 ME2412  PID         -  ME2412
 ME2412  STATE/COUNTY-  IN/ST JOSEPH
 ME2412  USGS QUAD   -  NEW CARLISLE (1980)
 ME2412
 ME2412                         *CURRENT SURVEY CONTROL
 ME2412  ___________________________________________________________________
 ME2412* NAD 83(1997)-  41 42 26.38543(N)    086 30 48.70395(W)     ADJUSTED  
 ME2412* NAVD 88     -                                                        
 ME2412  ___________________________________________________________________
 ME2412  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 ME2412  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME2412
 ME2412  HORZ ORDER  -  THIRD
 ME2412
 ME2412.The horizontal coordinates were established by classical geodetic methods
 ME2412.and adjusted by the National Geodetic Survey in May 1999..
 ME2412
 ME2412
 ME2412.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2412
 ME2412.The geoid height was determined by GEOID03.
 ME2412
 ME2412;                    North         East     Units Scale Factor Converg.
 ME2412;SPC IN E     -   717,458.668    29,518.286   MT  1.00002777   -0 33 48.5
 ME2412;SPC IN E     - 2,353,862.31     96,844.58   sFT  1.00002777   -0 33 48.5
 ME2412;SPC IN W     -   717,268.993   947,422.947   MT  0.99999433   +0 22 44.8
 ME2412;SPC IN W     - 2,353,240.02  3,108,336.79   sFT  0.99999433   +0 22 44.8
 ME2412;UTM  16      - 4,617,396.477   540,472.521   MT  0.99962016   +0 19 25.2
 ME2412
 ME2412                          SUPERSEDED SURVEY CONTROL
 ME2412
 ME2412  NAD 83(1994)-  41 42 26.38742(N)    086 30 48.70520(W) AD(       ) 4
 ME2412  NAD 83(1986)-  41 42 26.38772(N)    086 30 48.70809(W) AD(       ) 4
 ME2412  NAD 27      -  41 42 26.21800(N)    086 30 48.64300(W) AD(       ) 3
 ME2412
 ME2412.Superseded values are not recommended for survey control.
 ME2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2412.See file dsdata.txt to determine how the superseded data were derived.
 ME2412
 ME2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4047317396(NAD 83)
 ME2412_MARKER: 53 = ELEVATED TANK
 ME2412
 ME2412  HISTORY     - Date     Condition        Report By
 ME2412  HISTORY     - 1932     FIRST OBSERVED   CGS
 ME2412  HISTORY     - 1952     GOOD             CGS
 ME2412  HISTORY     - 1982     GOOD             NGS
 ME2412  HISTORY     - 19941030 MARK NOT FOUND   USPSQD
 ME2412
 ME2412                          STATION DESCRIPTION
 ME2412
 ME2412'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2412'STATION IS LOCATED IN THE WEST SECTION OF NEW CARLISLE, 75
 ME2412'YARDS NORTHWEST OF
 ME2412'THE INTERSECTION OF FRONT AND BRAY STREETS.  THE STATION IS A
 ME2412'4-LEGGED STEEL STRUCTURE ABOUT 125
 ME2412'FEET HIGH WITH A WATER TANK ATOP PAINTED SILVER
 ME2412'AND HAS THE LEGEND NEW CARLISLE IN LARGE BLACK
 ME2412'LETTERS ON THE SIDE OF THE TANK.
 ME2412'THE POINT OF INTERSECTION WAS THE LIGHT AT THE APEX OF THE ROOF
 ME2412'OF THE TANK.
 ME2412'
 ME2412'PROBABLY THE SAME STATION AS LOCATED IN 1932.
 ME2412
 ME2412                          STATION RECOVERY (1982)
 ME2412
 ME2412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (MOC)
 ME2412'RECOVERED AS DESCRIBED IN QUAD 410864 STA 1065.
 ME2412'
 ME2412'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NEW CARLISLE.
 ME2412
 ME2412                          STATION RECOVERY (1994)
 ME2412
 ME2412'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME2412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1497 ***********************************************************************
 JZ1497  DESIGNATION -  NEW CASTLE
 JZ1497  PID         -  JZ1497
 JZ1497  STATE/COUNTY-  IN/HENRY
 JZ1497  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ1497
 JZ1497                         *CURRENT SURVEY CONTROL
 JZ1497  ___________________________________________________________________
 JZ1497* NAD 83(1997)-  39 55 07.02078(N)    085 21 17.83382(W)     ADJUSTED  
 JZ1497* NAVD 88     -       331.387  (meters)    1087.23   (feet)  ADJUSTED  
 JZ1497  ___________________________________________________________________
 JZ1497  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 JZ1497  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JZ1497  DYNAMIC HT  -         331.201 (meters)    1086.62  (feet)  COMP
 JZ1497  MODELED GRAV-     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
 JZ1497.and adjusted by the National Geodetic Survey in June 1991..
 JZ1497
 JZ1497.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ1497
 JZ1497.The geoid height was determined by GEOID03.
 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;                    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     -   0.99995331  x   0.99997541  =   0.99992872
 JZ1497!UTM  16      -   0.99995331  x   0.99984334  =   0.99979666
 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
 JZ1497.Superseded values are not recommended for survey control.
 JZ1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1497.See file dsdata.txt to determine how the superseded data were derived.
 JZ1497
 JZ1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK4059120020(NAD 83)
 JZ1497_MARKER: DS = TRIANGULATION STATION DISK
 JZ1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1497_STAMPING: NEW CASTLE 1939
 JZ1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1497+STABILITY: SURFACE MOTION
 JZ1497
 JZ1497  HISTORY     - Date     Condition        Report By
 JZ1497  HISTORY     - 1939     MONUMENTED       CGS
 JZ1497  HISTORY     - 1947     GOOD             CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1494 ***********************************************************************
 JZ1494  DESIGNATION -  NEW CASTLE
 JZ1494  PID         -  JZ1494
 JZ1494  STATE/COUNTY-  IN/HENRY
 JZ1494  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ1494
 JZ1494                         *CURRENT SURVEY CONTROL
 JZ1494  ___________________________________________________________________
 JZ1494* NAD 83(1986)-  39 55 46.     (N)    085 22 09.     (W)     SCALED    
 JZ1494* NAVD 88     -       321.568  (meters)    1055.01   (feet)  ADJUSTED  
 JZ1494  ___________________________________________________________________
 JZ1494  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JZ1494  DYNAMIC HT  -         321.389 (meters)    1054.42  (feet)  COMP
 JZ1494  MODELED GRAV-     980,058.6   (mgal)                       NAVD 88
 JZ1494
 JZ1494  VERT ORDER  -  SECOND    CLASS 0
 JZ1494
 JZ1494.The horizontal coordinates were scaled from a topographic map and have
 JZ1494.an estimated accuracy of +/- 6 seconds.
 JZ1494
 JZ1494.The orthometric height was determined by differential leveling
 JZ1494.and adjusted by the National Geodetic Survey in June 1991..
 JZ1494
 JZ1494.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1494.See file dsdata.txt to determine how the superseded data were derived.
 JZ1494
 JZ1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK393211(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1494
 JZ1494  HISTORY     - Date     Condition        Report By
 JZ1494  HISTORY     - 1934     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1493 ***********************************************************************
 JZ1493  DESIGNATION -  NEW CASTLE AZ MK
 JZ1493  PID         -  JZ1493
 JZ1493  STATE/COUNTY-  IN/HENRY
 JZ1493  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ1493
 JZ1493                         *CURRENT SURVEY CONTROL
 JZ1493  ___________________________________________________________________
 JZ1493* NAD 83(1986)-  39 55 07.     (N)    085 21 47.     (W)     SCALED    
 JZ1493* NAVD 88     -       328.529  (meters)    1077.85   (feet)  ADJUSTED  
 JZ1493  ___________________________________________________________________
 JZ1493  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JZ1493  DYNAMIC HT  -         328.344 (meters)    1077.24  (feet)  COMP
 JZ1493  MODELED GRAV-     980,056.3   (mgal)                       NAVD 88
 JZ1493
 JZ1493  VERT ORDER  -  SECOND    CLASS 0
 JZ1493
 JZ1493.The horizontal coordinates were scaled from a topographic map and have
 JZ1493.an estimated accuracy of +/- 6 seconds.
 JZ1493
 JZ1493.The orthometric height was determined by differential leveling
 JZ1493.and adjusted by the National Geodetic Survey in June 1991..
 JZ1493
 JZ1493.The geoid height was determined by GEOID03.
 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     -   518,530.      125,960.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1493.See file dsdata.txt to determine how the superseded data were derived.
 JZ1493
 JZ1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK398200(NAD 83)
 JZ1493_MARKER: DZ = AZIMUTH MARK DISK
 JZ1493_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1493_SP_SET: SIDEWALK
 JZ1493_STAMPING: NEW CASTLE 1939
 JZ1493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1493
 JZ1493  HISTORY     - Date     Condition        Report By
 JZ1493  HISTORY     - 1939     MONUMENTED       CGS
 JZ1493  HISTORY     - 1947     GOOD             NGS
 JZ1493
 JZ1493                          STATION DESCRIPTION
 JZ1493
 JZ1493'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1702 ***********************************************************************
 JZ1702  DESIGNATION -  NEW CASTLE MAGNETIC STA
 JZ1702  PID         -  JZ1702
 JZ1702  STATE/COUNTY-  IN/HENRY
 JZ1702  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ1702
 JZ1702                         *CURRENT SURVEY CONTROL
 JZ1702  ___________________________________________________________________
 JZ1702* NAD 83(1997)-  39 57 44.30238(N)    085 21 59.66973(W)     ADJUSTED  
 JZ1702* NAVD 88     -       309.735  (meters)    1016.19   (feet)  ADJUSTED  
 JZ1702  ___________________________________________________________________
 JZ1702  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 JZ1702  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JZ1702  DYNAMIC HT  -         309.564 (meters)    1015.63  (feet)  COMP
 JZ1702  MODELED GRAV-     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
 JZ1702.and adjusted by the National Geodetic Survey in June 1991..
 JZ1702
 JZ1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ1702
 JZ1702.The geoid height was determined by GEOID03.
 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;                    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     -   0.99995670  x   0.99997476  =   0.99993146
 JZ1702!UTM  16      -   0.99995670  x   0.99983960  =   0.99979631
 JZ1702
 JZ1702                          SUPERSEDED SURVEY CONTROL
 JZ1702
 JZ1702  NAD 83(1995)-  39 57 44.30356(N)    085 21 59.67850(W) AD(       ) 4
 JZ1702  NAD 83(1986)-  39 57 44.30378(N)    085 21 59.68427(W) AD(       ) 4
 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
 JZ1702.Superseded values are not recommended for survey control.
 JZ1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1702.See file dsdata.txt to determine how the superseded data were derived.
 JZ1702
 JZ1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK3950924851(NAD 83)
 JZ1702_MARKER: Z = SEE DESCRIPTION
 JZ1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1702_SP_SET: STONE
 JZ1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1702+STABILITY: SURFACE MOTION
 JZ1702
 JZ1702  HISTORY     - Date     Condition        Report By
 JZ1702  HISTORY     - 1939     MONUMENTED       CGS
 JZ1702  HISTORY     - 1947     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 JZ3323 ***********************************************************************
 JZ3323  DESIGNATION -  NEW CASTLE RAD STA WCTW MAST
 JZ3323  PID         -  JZ3323
 JZ3323  STATE/COUNTY-  IN/HENRY
 JZ3323  USGS QUAD   -  NEW CASTLE WEST (1981)
 JZ3323
 JZ3323                         *CURRENT SURVEY CONTROL
 JZ3323  ___________________________________________________________________
 JZ3323* NAD 83(1997)-  39 56 00.76228(N)    085 24 26.26039(W)     ADJUSTED  
 JZ3323* NAVD 88     -                                                        
 JZ3323  ___________________________________________________________________
 JZ3323  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 JZ3323  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JZ3323
 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
 JZ3323.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3323
 JZ3323.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3323
 JZ3323  NAD 83(1995)-  39 56 00.76342(N)    085 24 26.27101(W) AD(       ) 4
 JZ3323  NAD 83(1986)-  39 56 00.76365(N)    085 24 26.27618(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3323.See file dsdata.txt to determine how the superseded data were derived.
 JZ3323
 JZ3323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK3608821596(NAD 83)
 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 = OCTOBER  6, 2006
 JZ1498 ***********************************************************************
 JZ1498  DESIGNATION -  NEW CASTLE RESET
 JZ1498  PID         -  JZ1498
 JZ1498  STATE/COUNTY-  IN/HENRY
 JZ1498  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ1498
 JZ1498                         *CURRENT SURVEY CONTROL
 JZ1498  ___________________________________________________________________
 JZ1498* NAD 83(1986)-  39 55 46.     (N)    085 22 09.     (W)     SCALED    
 JZ1498* NAVD 88     -       322.443  (meters)    1057.88   (feet)  ADJUSTED  
 JZ1498  ___________________________________________________________________
 JZ1498  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JZ1498  DYNAMIC HT  -         322.263 (meters)    1057.29  (feet)  COMP
 JZ1498  MODELED GRAV-     980,058.6   (mgal)                       NAVD 88
 JZ1498
 JZ1498  VERT ORDER  -  SECOND    CLASS 0
 JZ1498
 JZ1498.The horizontal coordinates were scaled from a topographic map and have
 JZ1498.an estimated accuracy of +/- 6 seconds.
 JZ1498
 JZ1498.The orthometric height was determined by differential leveling
 JZ1498.and adjusted by the National Geodetic Survey in June 1991..
 JZ1498
 JZ1498.The geoid height was determined by GEOID03.
 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     -   519,730.      125,430.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1498.See file dsdata.txt to determine how the superseded data were derived.
 JZ1498
 JZ1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK393211(NAD 83)
 JZ1498_MARKER: DB = BENCH MARK DISK
 JZ1498_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ1498_SP_SET: FLAG POLE CONCRETE BASE
 JZ1498_STAMPING: NEW CASTLE 1934 RESET
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1495 ***********************************************************************
 JZ1495  DESIGNATION -  NEW CASTLE RM 1
 JZ1495  PID         -  JZ1495
 JZ1495  STATE/COUNTY-  IN/HENRY
 JZ1495  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ1495
 JZ1495                         *CURRENT SURVEY CONTROL
 JZ1495  ___________________________________________________________________
 JZ1495* NAD 83(1986)-  39 55 05.     (N)    085 21 19.     (W)     SCALED    
 JZ1495* NAVD 88     -       331.143  (meters)    1086.42   (feet)  ADJUSTED  
 JZ1495  ___________________________________________________________________
 JZ1495  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JZ1495  DYNAMIC HT  -         330.957 (meters)    1085.81  (feet)  COMP
 JZ1495  MODELED GRAV-     980,055.6   (mgal)                       NAVD 88
 JZ1495
 JZ1495  VERT ORDER  -  SECOND    CLASS 0
 JZ1495
 JZ1495.The horizontal coordinates were scaled from a topographic map and have
 JZ1495.an estimated accuracy of +/- 6 seconds.
 JZ1495
 JZ1495.The orthometric height was determined by differential leveling
 JZ1495.and adjusted by the National Geodetic Survey in June 1991..
 JZ1495
 JZ1495.The geoid height was determined by GEOID03.
 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     -   518,470.      126,620.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1495.See file dsdata.txt to determine how the superseded data were derived.
 JZ1495
 JZ1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK405199(NAD 83)
 JZ1495_MARKER: DR = REFERENCE MARK DISK
 JZ1495_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1495_SP_SET: SIDEWALK
 JZ1495_STAMPING: NEW CASTLE NO 1 1939
 JZ1495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1495
 JZ1495  HISTORY     - Date     Condition        Report By
 JZ1495  HISTORY     - 1939     MONUMENTED       CGS
 JZ1495  HISTORY     - 1947     GOOD             NGS
 JZ1495
 JZ1495                          STATION DESCRIPTION
 JZ1495
 JZ1495'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1496 ***********************************************************************
 JZ1496  DESIGNATION -  NEW CASTLE RM 2
 JZ1496  PID         -  JZ1496
 JZ1496  STATE/COUNTY-  IN/HENRY
 JZ1496  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ1496
 JZ1496                         *CURRENT SURVEY CONTROL
 JZ1496  ___________________________________________________________________
 JZ1496* NAD 83(1986)-  39 55 05.     (N)    085 21 19.     (W)     SCALED    
 JZ1496* NAVD 88     -       331.404  (meters)    1087.28   (feet)  ADJUSTED  
 JZ1496  ___________________________________________________________________
 JZ1496  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JZ1496  DYNAMIC HT  -         331.218 (meters)    1086.67  (feet)  COMP
 JZ1496  MODELED GRAV-     980,055.6   (mgal)                       NAVD 88
 JZ1496
 JZ1496  VERT ORDER  -  SECOND    CLASS 0
 JZ1496
 JZ1496.The horizontal coordinates were scaled from a topographic map and have
 JZ1496.an estimated accuracy of +/- 6 seconds.
 JZ1496
 JZ1496.The orthometric height was determined by differential leveling
 JZ1496.and adjusted by the National Geodetic Survey in June 1991..
 JZ1496
 JZ1496.The geoid height was determined by GEOID03.
 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     -   518,470.      126,620.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1496.See file dsdata.txt to determine how the superseded data were derived.
 JZ1496
 JZ1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK405199(NAD 83)
 JZ1496_MARKER: DR = REFERENCE MARK DISK
 JZ1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1496_STAMPING: NEW CASTLE NO 2 1939
 JZ1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1496+STABILITY: SURFACE MOTION
 JZ1496
 JZ1496  HISTORY     - Date     Condition        Report By
 JZ1496  HISTORY     - 1939     MONUMENTED       CGS
 JZ1496  HISTORY     - 1947     GOOD             NGS
 JZ1496
 JZ1496                          STATION DESCRIPTION
 JZ1496
 JZ1496'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3291 ***********************************************************************
 JZ3291  DESIGNATION -  NEW GERMANTOWN AWY BCN 5
 JZ3291  PID         -  JZ3291
 JZ3291  STATE/COUNTY-  IN/WAYNE
 JZ3291  USGS QUAD   -  CAMBRIDGE CITY (1981)
 JZ3291
 JZ3291                         *CURRENT SURVEY CONTROL
 JZ3291  ___________________________________________________________________
 JZ3291* NAD 83(1997)-  39 48 39.17887(N)    085 08 37.53448(W)     ADJUSTED  
 JZ3291* NAVD 88     -                                                        
 JZ3291  ___________________________________________________________________
 JZ3291  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 JZ3291  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JZ3291
 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
 JZ3291.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3291
 JZ3291.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3291
 JZ3291  NAD 83(1995)-  39 48 39.18300(N)    085 08 37.53889(W) AD(       ) 4
 JZ3291  NAD 83(1986)-  39 48 39.18517(N)    085 08 37.54911(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3291.See file dsdata.txt to determine how the superseded data were derived.
 JZ3291
 JZ3291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK5888908416(NAD 83)
 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 = OCTOBER  6, 2006
 JA2057 ***********************************************************************
 JA2057  DESIGNATION -  NEW HARMONY MUNICIPAL TANK
 JA2057  PID         -  JA2057
 JA2057  STATE/COUNTY-  IN/POSEY
 JA2057  USGS QUAD   -  NEW HARMONY (1980)
 JA2057
 JA2057                         *CURRENT SURVEY CONTROL
 JA2057  ___________________________________________________________________
 JA2057* NAD 83(1997)-  38 07 43.33665(N)    087 55 49.90538(W)     ADJUSTED  
 JA2057* NAVD 88     -                                                        
 JA2057  ___________________________________________________________________
 JA2057  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 JA2057  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 JA2057
 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
 JA2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2057
 JA2057.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA2057
 JA2057  NAD 83(1993)-  38 07 43.34396(N)    087 55 49.90382(W) AD(       ) 4
 JA2057  NAD 83(1986)-  38 07 43.34681(N)    087 55 49.90576(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2057.See file dsdata.txt to determine how the superseded data were derived.
 JA2057
 JA2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH1844420504(NAD 83)
 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 = OCTOBER  6, 2006
 LB2465 ***********************************************************************
 LB2465  DESIGNATION -  NEW HOPE
 LB2465  PID         -  LB2465
 LB2465  STATE/COUNTY-  IN/TIPTON
 LB2465  USGS QUAD   -  TIPTON (1980)
 LB2465
 LB2465                         *CURRENT SURVEY CONTROL
 LB2465  ___________________________________________________________________
 LB2465* NAD 83(1997)-  40 20 52.44591(N)    086 04 11.59647(W)     ADJUSTED  
 LB2465* NAVD 88     -       268.81   (+/-2cm)     881.9    (feet)  VERTCON   
 LB2465  ___________________________________________________________________
 LB2465  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 LB2465  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LB2465
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2465
 LB2465.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2465
 LB2465.The geoid height was determined by GEOID03.
 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     -   0.99996322  x   0.99998111  =   0.99994433
 LB2465!UTM  16      -   0.99996322  x   0.99967680  =   0.99964003
 LB2465
 LB2465:                Primary Azimuth Mark                     Grid Az
 LB2465:SPC IN E     -  MIDWAY 1920                              339 24 10.5
 LB2465:UTM  16      -  MIDWAY 1920                              338 32 22.7
 LB2465
 LB2465|---------------------------------------------------------------------|
 LB2465| PID    Reference Object                     Distance      Geod. Az  |
 LB2465|                                                           dddmmss.s |
 LB2465| LB2466 MIDWAY 1920                         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  NGVD 29 (07/19/86)  268.93   (m)          882.3    (f) LEVELING    3  
 LB2465
 LB2465.Superseded values are not recommended for survey control.
 LB2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2465.See file dsdata.txt to determine how the superseded data were derived.
 LB2465
 LB2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7899066787(NAD 83)
 LB2465_MARKER: DS = TRIANGULATION STATION DISK
 LB2465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB1306 ***********************************************************************
 LB1306  DESIGNATION -  NEW L 5
 LB1306  PID         -  LB1306
 LB1306  STATE/COUNTY-  IN/NEWTON
 LB1306  USGS QUAD   -  MOUNT AYR (1980)
 LB1306
 LB1306                         *CURRENT SURVEY CONTROL
 LB1306  ___________________________________________________________________
 LB1306* NAD 83(1986)-  40 52 43.     (N)    087 18 24.     (W)     SCALED    
 LB1306* NAVD 88     -       197.731  (meters)     648.72   (feet)  ADJUSTED  
 LB1306  ___________________________________________________________________
 LB1306  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LB1306  DYNAMIC HT  -         197.644 (meters)     648.44  (feet)  COMP
 LB1306  MODELED GRAV-     980,182.4   (mgal)                       NAVD 88
 LB1306
 LB1306  VERT ORDER  -  SECOND    CLASS 0
 LB1306
 LB1306.The horizontal coordinates were scaled from a topographic map and have
 LB1306.an estimated accuracy of +/- 6 seconds.
 LB1306
 LB1306.The orthometric height was determined by differential leveling
 LB1306.and adjusted by the National Geodetic Survey in June 1991..
 LB1306
 LB1306.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1306.See file dsdata.txt to determine how the superseded data were derived.
 LB1306
 LB1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL741253(NAD 83)
 LB1306_MARKER: DD = SURVEY DISK
 LB1306_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1306_SP_SET: BRIDGE
 LB1306_STAMPING: NEW L 5
 LB1306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1306
 LB1306  HISTORY     - Date     Condition        Report By
 LB1306  HISTORY     - UNK      MONUMENTED       INHD
 LB1306  HISTORY     - 1946     GOOD             NGS
 LB1306
 LB1306                          STATION DESCRIPTION
 LB1306
 LB1306'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3391 ***********************************************************************
 JZ3391  DESIGNATION -  NEW PALESTINE ZION EVAN CH
 JZ3391  PID         -  JZ3391
 JZ3391  STATE/COUNTY-  IN/HANCOCK
 JZ3391  USGS QUAD   -  ACTON (1981)
 JZ3391
 JZ3391                         *CURRENT SURVEY CONTROL
 JZ3391  ___________________________________________________________________
 JZ3391* NAD 83(1997)-  39 43 14.37913(N)    085 53 20.37773(W)     ADJUSTED  
 JZ3391* NAVD 88     -                                                        
 JZ3391  ___________________________________________________________________
 JZ3391  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 JZ3391  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JZ3391
 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
 JZ3391.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3391
 JZ3391.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3391
 JZ3391  NAD 83(1986)-  39 43 14.37951(N)    085 53 20.39247(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3391.See file dsdata.txt to determine how the superseded data were derived.
 JZ3391
 JZ3391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ9522297344(NAD 83)
 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 = OCTOBER  6, 2006
 JZ3310 ***********************************************************************
 JZ3310  DESIGNATION -  NEWCASTLE BLACK STACK
 JZ3310  PID         -  JZ3310
 JZ3310  STATE/COUNTY-  IN/HENRY
 JZ3310  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ3310
 JZ3310                         *CURRENT SURVEY CONTROL
 JZ3310  ___________________________________________________________________
 JZ3310* NAD 83(1997)-  39 54 54.63712(N)    085 21 35.66860(W)     ADJUSTED  
 JZ3310* NAVD 88     -                                                        
 JZ3310  ___________________________________________________________________
 JZ3310  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 JZ3310  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JZ3310
 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
 JZ3310.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3310
 JZ3310.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3310
 JZ3310  NAD 83(1995)-  39 54 54.63821(N)    085 21 35.67926(W) AD(       ) 4
 JZ3310  NAD 83(1986)-  39 54 54.63848(N)    085 21 35.68483(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3310.See file dsdata.txt to determine how the superseded data were derived.
 JZ3310
 JZ3310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK4017419630(NAD 83)
 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 = OCTOBER  6, 2006
 JZ3311 ***********************************************************************
 JZ3311  DESIGNATION -  NEWCASTLE CHRYSLER CORP STK
 JZ3311  PID         -  JZ3311
 JZ3311  STATE/COUNTY-  IN/HENRY
 JZ3311  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ3311
 JZ3311                         *CURRENT SURVEY CONTROL
 JZ3311  ___________________________________________________________________
 JZ3311* NAD 83(1997)-  39 54 56.32343(N)    085 21 35.44325(W)     ADJUSTED  
 JZ3311* NAVD 88     -                                                        
 JZ3311  ___________________________________________________________________
 JZ3311  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 JZ3311  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JZ3311
 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
 JZ3311.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3311
 JZ3311.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3311
 JZ3311  NAD 83(1995)-  39 54 56.32443(N)    085 21 35.45327(W) AD(       ) 4
 JZ3311  NAD 83(1986)-  39 54 56.32473(N)    085 21 35.45900(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3311.See file dsdata.txt to determine how the superseded data were derived.
 JZ3311
 JZ3311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK4017919682(NAD 83)
 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 = OCTOBER  6, 2006
 JZ3312 ***********************************************************************
 JZ3312  DESIGNATION -  NEWCASTLE CHRYSLER CORP TANK
 JZ3312  PID         -  JZ3312
 JZ3312  STATE/COUNTY-  IN/HENRY
 JZ3312  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ3312
 JZ3312                         *CURRENT SURVEY CONTROL
 JZ3312  ___________________________________________________________________
 JZ3312* NAD 83(1997)-  39 54 58.11591(N)    085 21 34.93265(W)     ADJUSTED  
 JZ3312* NAVD 88     -                                                        
 JZ3312  ___________________________________________________________________
 JZ3312  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 JZ3312  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JZ3312
 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
 JZ3312.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3312
 JZ3312.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3312
 JZ3312  NAD 83(1995)-  39 54 58.11661(N)    085 21 34.94198(W) AD(       ) 4
 JZ3312  NAD 83(1986)-  39 54 58.11699(N)    085 21 34.94773(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3312.See file dsdata.txt to determine how the superseded data were derived.
 JZ3312
 JZ3312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK4019019738(NAD 83)
 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 = OCTOBER  6, 2006
 JZ3306 ***********************************************************************
 JZ3306  DESIGNATION -  NEWCASTLE CIRCLE A PROD TANK
 JZ3306  PID         -  JZ3306
 JZ3306  STATE/COUNTY-  IN/HENRY
 JZ3306  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ3306
 JZ3306                         *CURRENT SURVEY CONTROL
 JZ3306  ___________________________________________________________________
 JZ3306* NAD 83(1997)-  39 55 12.76967(N)    085 21 07.19070(W)     ADJUSTED  
 JZ3306* NAVD 88     -                                                        
 JZ3306  ___________________________________________________________________
 JZ3306  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 JZ3306  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JZ3306
 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
 JZ3306.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3306
 JZ3306.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3306
 JZ3306  NAD 83(1995)-  39 55 12.77011(N)    085 21 07.19990(W) AD(       ) 4
 JZ3306  NAD 83(1986)-  39 55 12.77062(N)    085 21 07.20559(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3306.See file dsdata.txt to determine how the superseded data were derived.
 JZ3306
 JZ3306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK4084020202(NAD 83)
 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 = OCTOBER  6, 2006
 JZ3307 ***********************************************************************
 JZ3307  DESIGNATION -  NEWCASTLE HENRY CO CTHSE TOWER
 JZ3307  PID         -  JZ3307
 JZ3307  STATE/COUNTY-  IN/HENRY
 JZ3307  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ3307
 JZ3307                         *CURRENT SURVEY CONTROL
 JZ3307  ___________________________________________________________________
 JZ3307* NAD 83(1997)-  39 55 51.41511(N)    085 22 14.44223(W)     ADJUSTED  
 JZ3307* NAVD 88     -                                                        
 JZ3307  ___________________________________________________________________
 JZ3307  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 JZ3307  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JZ3307
 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
 JZ3307.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3307
 JZ3307.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3307
 JZ3307  NAD 83(1995)-  39 55 51.41657(N)    085 22 14.45120(W) AD(       ) 4
 JZ3307  NAD 83(1986)-  39 55 51.41646(N)    085 22 14.45752(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3307.See file dsdata.txt to determine how the superseded data were derived.
 JZ3307
 JZ3307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK3922221364(NAD 83)
 JZ3307_MARKER: 55 = TOWER
 JZ3307
 JZ3307  HISTORY     - Date     Condition        Report By
 JZ3307  HISTORY     - 1939     FIRST OBSERVED   CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3308 ***********************************************************************
 JZ3308  DESIGNATION -  NEWCASTLE HOOSIER MFG CO STK
 JZ3308  PID         -  JZ3308
 JZ3308  STATE/COUNTY-  IN/HENRY
 JZ3308  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ3308
 JZ3308                         *CURRENT SURVEY CONTROL
 JZ3308  ___________________________________________________________________
 JZ3308* NAD 83(1997)-  39 55 10.32572(N)    085 22 04.87219(W)     ADJUSTED  
 JZ3308* NAVD 88     -                                                        
 JZ3308  ___________________________________________________________________
 JZ3308  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 JZ3308  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JZ3308
 JZ3308  HORZ ORDER  -  THIRD
 JZ3308
 JZ3308.The horizontal coordinates were established by classical geodetic methods
 JZ3308.and adjusted by the National Geodetic Survey in May 1999..
 JZ3308
 JZ3308
 JZ3308.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3308
 JZ3308.The geoid height was determined by GEOID03.
 JZ3308
 JZ3308;                    North         East     Units Scale Factor Converg.
 JZ3308;SPC IN E     -   518,626.286   125,531.665   MT  0.99997469   +0 11 29.9
 JZ3308;SPC IN E     - 1,701,526.41    411,848.47   sFT  0.99997469   +0 11 29.9
 JZ3308;UTM  16      - 4,420,101.278   639,472.062   MT  0.99983948   +1 02 50.7
 JZ3308
 JZ3308                          SUPERSEDED SURVEY CONTROL
 JZ3308
 JZ3308  NAD 83(1995)-  39 55 10.32673(N)    085 22 04.88204(W) AD(       ) 4
 JZ3308  NAD 83(1986)-  39 55 10.32700(N)    085 22 04.88767(W) AD(       ) 4
 JZ3308  NAD 27      -  39 55 10.15900(N)    085 22 05.00300(W) AD(       ) 3
 JZ3308
 JZ3308.Superseded values are not recommended for survey control.
 JZ3308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3308.See file dsdata.txt to determine how the superseded data were derived.
 JZ3308
 JZ3308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK3947220101(NAD 83)
 JZ3308_MARKER: 63 = STACK
 JZ3308
 JZ3308  HISTORY     - Date     Condition        Report By
 JZ3308  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3308
 JZ3308                          STATION DESCRIPTION
 JZ3308
 JZ3308'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3308'A STACK ON THE WESTERN PART OF THE GROUNDS OF THE HOOSIER MFG.
 JZ3308'COMPANY, IN THE SOUTHERN PART OF NEWCASTLE. IT IS CONSTRUCTED
 JZ3308'OF RED BRICK, IS ABOUT 20 FEET IN DIAMETER AT THE BASE, ABOUT 10
 JZ3308'FT. IN DIAMETER AT THE TOP, AND HAS A COLLAR AT THE TOP.  THE
 JZ3308'STACK IS APPROXIMATELY 150 FEET HIGH AND WAS BUILT IN 1920.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3309 ***********************************************************************
 JZ3309  DESIGNATION -  NEWCASTLE HOOSIER MFG CO TANK
 JZ3309  PID         -  JZ3309
 JZ3309  STATE/COUNTY-  IN/HENRY
 JZ3309  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ3309
 JZ3309                         *CURRENT SURVEY CONTROL
 JZ3309  ___________________________________________________________________
 JZ3309* NAD 83(1997)-  39 55 12.03081(N)    085 21 57.94577(W)     ADJUSTED  
 JZ3309* NAVD 88     -                                                        
 JZ3309  ___________________________________________________________________
 JZ3309  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 JZ3309  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JZ3309
 JZ3309  HORZ ORDER  -  THIRD
 JZ3309
 JZ3309.The horizontal coordinates were established by classical geodetic methods
 JZ3309.and adjusted by the National Geodetic Survey in May 1999..
 JZ3309
 JZ3309
 JZ3309.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3309
 JZ3309.The geoid height was determined by GEOID03.
 JZ3309
 JZ3309;                    North         East     Units Scale Factor Converg.
 JZ3309;SPC IN E     -   518,679.426   125,695.974   MT  0.99997479   +0 11 34.4
 JZ3309;SPC IN E     - 1,701,700.75    412,387.54   sFT  0.99997479   +0 11 34.4
 JZ3309;UTM  16      - 4,420,156.858   639,635.536   MT  0.99984004   +1 02 55.2
 JZ3309
 JZ3309                          SUPERSEDED SURVEY CONTROL
 JZ3309
 JZ3309  NAD 83(1995)-  39 55 12.03171(N)    085 21 57.95524(W) AD(       ) 4
 JZ3309  NAD 83(1986)-  39 55 12.03208(N)    085 21 57.96085(W) AD(       ) 4
 JZ3309  NAD 27      -  39 55 11.86400(N)    085 21 58.07600(W) AD(       ) 3
 JZ3309
 JZ3309.Superseded values are not recommended for survey control.
 JZ3309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3309.See file dsdata.txt to determine how the superseded data were derived.
 JZ3309
 JZ3309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK3963620157(NAD 83)
 JZ3309_MARKER: 53 = ELEVATED TANK
 JZ3309
 JZ3309  HISTORY     - Date     Condition        Report By
 JZ3309  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3309
 JZ3309                          STATION DESCRIPTION
 JZ3309
 JZ3309'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3309'A TANK IN THE EASTERN PART OF THE GROUNDS OF THE HOOSIER MFG.
 JZ3309'COMPANY, SITUATED IN THE SOUTHERN PART OF NEWCASTLE.  THE LEGS
 JZ3309'ARE OF STRUCTURAL STEEL APPROXIMATELY 90 FEET HIGH, THE VERTICAL
 JZ3309'SECTION IS ABOUT 30 FEET HIGH, AND SILVER IN COLOR WITH HOOSIER
 JZ3309'IN BLACK LETTERS ON ITS NORTHWEST SIDE.  THE TANK WAS BUILT IN 1920.
 JZ3309'TOTAL HEIGHT, 125 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3320 ***********************************************************************
 JZ3320  DESIGNATION -  NEWCASTLE INDIANA RR CO STACK
 JZ3320  PID         -  JZ3320
 JZ3320  STATE/COUNTY-  IN/HENRY
 JZ3320  USGS QUAD   -  NEW CASTLE WEST (1981)
 JZ3320
 JZ3320                         *CURRENT SURVEY CONTROL
 JZ3320  ___________________________________________________________________
 JZ3320* NAD 83(1997)-  39 56 21.85009(N)    085 22 45.96197(W)     ADJUSTED  
 JZ3320* NAVD 88     -                                                        
 JZ3320  ___________________________________________________________________
 JZ3320  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 JZ3320  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JZ3320
 JZ3320  HORZ ORDER  -  THIRD
 JZ3320
 JZ3320.The horizontal coordinates were established by classical geodetic methods
 JZ3320.and adjusted by the National Geodetic Survey in May 1999..
 JZ3320
 JZ3320
 JZ3320.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3320
 JZ3320.The geoid height was determined by GEOID03.
 JZ3320
 JZ3320;                    North         East     Units Scale Factor Converg.
 JZ3320;SPC IN E     -   520,829.012   124,548.783   MT  0.99997408   +0 11 03.8
 JZ3320;SPC IN E     - 1,708,753.18    408,623.80   sFT  0.99997408   +0 11 03.8
 JZ3320;UTM  16      - 4,422,288.776   638,456.522   MT  0.99983600   +1 02 25.9
 JZ3320
 JZ3320                          SUPERSEDED SURVEY CONTROL
 JZ3320
 JZ3320  NAD 83(1995)-  39 56 21.85107(N)    085 22 45.97185(W) AD(       ) 4
 JZ3320  NAD 83(1986)-  39 56 21.85138(N)    085 22 45.97754(W) AD(       ) 4
 JZ3320  NAD 27      -  39 56 21.68000(N)    085 22 46.09000(W) AD(       ) 3
 JZ3320
 JZ3320.Superseded values are not recommended for survey control.
 JZ3320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3320.See file dsdata.txt to determine how the superseded data were derived.
 JZ3320
 JZ3320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK3845722289(NAD 83)
 JZ3320_MARKER: 63 = STACK
 JZ3320
 JZ3320  HISTORY     - Date     Condition        Report By
 JZ3320  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3320  HISTORY     - 1948     MARK NOT FOUND   USGS
 JZ3320
 JZ3320                          STATION DESCRIPTION
 JZ3320
 JZ3320'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3320'A GRAY-CEMENT STACK LOCATED AT THE OLD ABANDONED POWER PLANT OWNED BY
 JZ3320'THE INDIANA RAILROAD COMPANY IN NEWCASTLE.  IT RISES FROM THE
 JZ3320'CENTER OF A LARGE RED-BRICK BUILDING, AND IS APPROXIMATELY 135 FEET
 JZ3320'HIGH.  INFORMATION AS TO WHEN THE STACK WAS BUILT WAS
 JZ3320'UNOBTAINABLE.
 JZ3320
 JZ3320                          STATION RECOVERY (1948)
 JZ3320
 JZ3320'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 JZ3320'TELEPHONE CALL FROM U.S. GEOLOGICAL SURVEY, WASHINGTON, D.C.-
 JZ3320'
 JZ3320'REPORTED IN AUGUST 1948 THAT NO STACK WAS LOCATED AT THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1554 ***********************************************************************
 JZ1554  DESIGNATION -  NEWKIRK
 JZ1554  PID         -  JZ1554
 JZ1554  STATE/COUNTY-  IN/RUSH
 JZ1554  USGS QUAD   -  FALMOUTH (1988)
 JZ1554
 JZ1554                         *CURRENT SURVEY CONTROL
 JZ1554  ___________________________________________________________________
 JZ1554* NAD 83(1997)-  39 41 55.59786(N)    085 20 21.87290(W)     ADJUSTED  
 JZ1554* NAVD 88     -       308.667  (meters)    1012.68   (feet)  ADJUSTED  
 JZ1554  ___________________________________________________________________
 JZ1554  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 JZ1554  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ1554  DYNAMIC HT  -         308.485 (meters)    1012.09  (feet)  COMP
 JZ1554  MODELED GRAV-     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
 JZ1554.and adjusted by the National Geodetic Survey in June 1991..
 JZ1554
 JZ1554.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ1554
 JZ1554.The geoid height was determined by GEOID03.
 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;                    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     -   0.99995690  x   0.99997636  =   0.99993326
 JZ1554!UTM  16      -   0.99995690  x   0.99984955  =   0.99980646
 JZ1554
 JZ1554:                Primary Azimuth Mark                     Grid Az
 JZ1554:SPC IN E     -  INDIANAPOLIS DAYTON AWY BCN 4            001 48 39.7
 JZ1554:UTM  16      -  INDIANAPOLIS DAYTON AWY BCN 4            000 57 33.0
 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
 JZ1554.Superseded values are not recommended for survey control.
 JZ1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1554.See file dsdata.txt to determine how the superseded data were derived.
 JZ1554
 JZ1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4237295643(NAD 83)
 JZ1554_MARKER: DS = TRIANGULATION STATION DISK
 JZ1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1554_STAMPING: NEWKIRK 1939
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 JZ1551 ***********************************************************************
 JZ1551  DESIGNATION -  NEWKIRK AZ MK
 JZ1551  PID         -  JZ1551
 JZ1551  STATE/COUNTY-  IN/RUSH
 JZ1551  USGS QUAD   -  FALMOUTH (1988)
 JZ1551
 JZ1551                         *CURRENT SURVEY CONTROL
 JZ1551  ___________________________________________________________________
 JZ1551* NAD 83(1986)-  39 41 32.     (N)    085 20 20.     (W)     SCALED    
 JZ1551* NAVD 88     -       307.424  (meters)    1008.61   (feet)  ADJUSTED  
 JZ1551  ___________________________________________________________________
 JZ1551  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ1551  DYNAMIC HT  -         307.243 (meters)    1008.01  (feet)  COMP
 JZ1551  MODELED GRAV-     980,027.4   (mgal)                       NAVD 88
 JZ1551
 JZ1551  VERT ORDER  -  SECOND    CLASS 0
 JZ1551
 JZ1551.The horizontal coordinates were scaled from a topographic map and have
 JZ1551.an estimated accuracy of +/- 6 seconds.
 JZ1551
 JZ1551.The orthometric height was determined by differential leveling
 JZ1551.and adjusted by the National Geodetic Survey in June 1991..
 JZ1551
 JZ1551.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1551.See file dsdata.txt to determine how the superseded data were derived.
 JZ1551
 JZ1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ424949(NAD 83)
 JZ1551_MARKER: DB = BENCH MARK DISK
 JZ1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1551_STAMPING: NEWKIRK 1939
 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             NGS
 JZ1551
 JZ1551                          STATION DESCRIPTION
 JZ1551
 JZ1551'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1553 ***********************************************************************
 JZ1553  DESIGNATION -  NEWKIRK RM 1
 JZ1553  PID         -  JZ1553
 JZ1553  STATE/COUNTY-  IN/RUSH
 JZ1553  USGS QUAD   -  FALMOUTH (1988)
 JZ1553
 JZ1553                         *CURRENT SURVEY CONTROL
 JZ1553  ___________________________________________________________________
 JZ1553* NAD 83(1986)-  39 41 57.     (N)    085 20 21.     (W)     SCALED    
 JZ1553* NAVD 88     -       308.363  (meters)    1011.69   (feet)  ADJUSTED  
 JZ1553  ___________________________________________________________________
 JZ1553  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ1553  DYNAMIC HT  -         308.181 (meters)    1011.09  (feet)  COMP
 JZ1553  MODELED GRAV-     980,028.4   (mgal)                       NAVD 88
 JZ1553
 JZ1553  VERT ORDER  -  SECOND    CLASS 0
 JZ1553
 JZ1553.The horizontal coordinates were scaled from a topographic map and have
 JZ1553.an estimated accuracy of +/- 6 seconds.
 JZ1553
 JZ1553.The orthometric height was determined by differential leveling
 JZ1553.and adjusted by the National Geodetic Survey in June 1991..
 JZ1553
 JZ1553.The geoid height was determined by GEOID03.
 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     -   494,170.      128,090.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1553.See file dsdata.txt to determine how the superseded data were derived.
 JZ1553
 JZ1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ423956(NAD 83)
 JZ1553_MARKER: DR = REFERENCE MARK DISK
 JZ1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1553_STAMPING: NEWKIRK NO 1 1939
 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             NGS
 JZ1553
 JZ1553                          STATION DESCRIPTION
 JZ1553
 JZ1553'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1552 ***********************************************************************
 JZ1552  DESIGNATION -  NEWKIRK RM 2
 JZ1552  PID         -  JZ1552
 JZ1552  STATE/COUNTY-  IN/RUSH
 JZ1552  USGS QUAD   -  FALMOUTH (1988)
 JZ1552
 JZ1552                         *CURRENT SURVEY CONTROL
 JZ1552  ___________________________________________________________________
 JZ1552* NAD 83(1986)-  39 41 54.     (N)    085 20 23.     (W)     SCALED    
 JZ1552* NAVD 88     -       308.267  (meters)    1011.37   (feet)  ADJUSTED  
 JZ1552  ___________________________________________________________________
 JZ1552  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ1552  DYNAMIC HT  -         308.085 (meters)    1010.78  (feet)  COMP
 JZ1552  MODELED GRAV-     980,028.3   (mgal)                       NAVD 88
 JZ1552
 JZ1552  VERT ORDER  -  SECOND    CLASS 0
 JZ1552
 JZ1552.The horizontal coordinates were scaled from a topographic map and have
 JZ1552.an estimated accuracy of +/- 6 seconds.
 JZ1552
 JZ1552.The orthometric height was determined by differential leveling
 JZ1552.and adjusted by the National Geodetic Survey in June 1991..
 JZ1552
 JZ1552.The geoid height was determined by GEOID03.
 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     -   494,080.      128,040.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1552.See file dsdata.txt to determine how the superseded data were derived.
 JZ1552
 JZ1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ423955(NAD 83)
 JZ1552_MARKER: DR = REFERENCE MARK DISK
 JZ1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1552_STAMPING: NEWKIRK NO 2 1939
 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             NGS
 JZ1552
 JZ1552                          STATION DESCRIPTION
 JZ1552
 JZ1552'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ3448 ***********************************************************************
 JZ3448  DESIGNATION -  NEWPORT
 JZ3448  PID         -  JZ3448
 JZ3448  STATE/COUNTY-  IN/HENRY
 JZ3448  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ3448
 JZ3448                         *CURRENT SURVEY CONTROL
 JZ3448  ___________________________________________________________________
 JZ3448* NAD 83(1997)-  39 52 32.16445(N)    085 19 52.73558(W)     ADJUSTED  
 JZ3448* NAVD 88     -       329.     (meters)    1079.     (feet)  VERTCON   
 JZ3448  ___________________________________________________________________
 JZ3448  X           -     398,976.113 (meters)                     COMP
 JZ3448  Y           -  -4,885,537.140 (meters)                     COMP
 JZ3448  Z           -   4,067,584.356 (meters)                     COMP
 JZ3448  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 JZ3448  ELLIP HEIGHT-         295.33  (meters)          (05/25/99) GPS OBS
 JZ3448  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JZ3448
 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.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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3448
 JZ3448.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3448
 JZ3448.The ellipsoidal height was determined by GPS observations
 JZ3448.and is referenced to NAD 83.
 JZ3448
 JZ3448.The geoid height was determined by GEOID03.
 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                          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)         1079.     (f) GPS OBS        
 JZ3448
 JZ3448.Superseded values are not recommended for survey control.
 JZ3448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3448.See file dsdata.txt to determine how the superseded data were derived.
 JZ3448
 JZ3448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK4270015283(NAD 83)
 JZ3448_MARKER: DH = HORIZONTAL CONTROL DISK
 JZ3448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3448_SP_SET: CONCRETE POST
 JZ3448_STAMPING: NEWPORT 1986
 JZ3448_MARK LOGO: NGS   
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3449 ***********************************************************************
 JZ3449  DESIGNATION -  NEWPORT AZ MK
 JZ3449  PID         -  JZ3449
 JZ3449  STATE/COUNTY-  IN/HENRY
 JZ3449  USGS QUAD   -  NEW CASTLE EAST (1981)
 JZ3449
 JZ3449                         *CURRENT SURVEY CONTROL
 JZ3449  ___________________________________________________________________
 JZ3449* NAD 83(1997)-  39 52 31.66238(N)    085 19 15.79388(W)     ADJUSTED  
 JZ3449* NAVD 88     -       330.8    (meters)    1085.     (feet)  VERTCON   
 JZ3449  ___________________________________________________________________
 JZ3449  X           -     399,852.050 (meters)                     COMP
 JZ3449  Y           -  -4,885,477.229 (meters)                     COMP
 JZ3449  Z           -   4,067,573.920 (meters)                     COMP
 JZ3449  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 JZ3449  ELLIP HEIGHT-         297.59  (meters)          (05/25/99) GPS OBS
 JZ3449  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JZ3449
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3449
 JZ3449.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3449
 JZ3449.The ellipsoidal height was determined by GPS observations
 JZ3449.and is referenced to NAD 83.
 JZ3449
 JZ3449.The geoid height was determined by GEOID03.
 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                          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)         1086.     (f) GPS OBS        
 JZ3449
 JZ3449.Superseded values are not recommended for survey control.
 JZ3449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3449.See file dsdata.txt to determine how the superseded data were derived.
 JZ3449
 JZ3449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK4357815284(NAD 83)
 JZ3449_MARKER: DZ = AZIMUTH MARK DISK
 JZ3449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3449_SP_SET: CONCRETE POST
 JZ3449_STAMPING: NEWPORT 1986
 JZ3449_MARK LOGO: NGS   
 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 - 1986
 JZ3449
 JZ3449  HISTORY     - Date     Condition        Report By
 JZ3449  HISTORY     - 1986     MONUMENTED       NGS
 JZ3449  HISTORY     - 19900714 GOOD             NGS
 JZ3449  HISTORY     - 19961115 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2444 ***********************************************************************
 LB2444  DESIGNATION -  NEWTON
 LB2444  PID         -  LB2444
 LB2444  STATE/COUNTY-  IN/FULTON
 LB2444  USGS QUAD   -  GRASS CREEK (1977)
 LB2444
 LB2444                         *CURRENT SURVEY CONTROL
 LB2444  ___________________________________________________________________
 LB2444* NAD 83(1997)-  40 59 49.34036(N)    086 24 17.43626(W)     ADJUSTED  
 LB2444* NAVD 88     -       235.96   (+/-2cm)     774.1    (feet)  VERTCON   
 LB2444  ___________________________________________________________________
 LB2444  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 LB2444  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 LB2444
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2444
 LB2444.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2444
 LB2444.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  236.08   (m)          774.5    (f) LEVELING    3  
 LB2444
 LB2444.Superseded values are not recommended for survey control.
 LB2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2444.See file dsdata.txt to determine how the superseded data were derived.
 LB2444
 LB2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5005638599(NAD 83)
 LB2444_MARKER: DS = TRIANGULATION STATION DISK
 LB2444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1839 ***********************************************************************
 JA1839  DESIGNATION -  NEWTON
 JA1839  PID         -  JA1839
 JA1839  STATE/COUNTY-  IN/SPENCER
 JA1839  USGS QUAD   -  SANTA CLAUS (1980)
 JA1839
 JA1839                         *CURRENT SURVEY CONTROL
 JA1839  ___________________________________________________________________
 JA1839* NAD 83(1997)-  38 00 02.97433(N)    086 56 57.50304(W)     ADJUSTED  
 JA1839* NAVD 88     -       153.     (meters)     502.     (feet)  SCALED    
 JA1839  ___________________________________________________________________
 JA1839  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 JA1839  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JA1839
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1839
 JA1839.The geoid height was determined by GEOID03.
 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     -   0.99998095  x   0.99996837  =   0.99994932
 JA1839!UTM  16      -   0.99998095  x   0.99960024  =   0.99958120
 JA1839
 JA1839:                Primary Azimuth Mark                     Grid Az
 JA1839:SPC IN W     -  NEWTON AZ MK                             077 53 40.3
 JA1839:UTM  16      -  NEWTON AZ MK                             077 56 45.0
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1839.See file dsdata.txt to determine how the superseded data were derived.
 JA1839
 JA1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0445105908(NAD 83)
 JA1839_MARKER: DS = TRIANGULATION STATION DISK
 JA1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1839
 JA1839  HISTORY     - Date     Condition        Report By
 JA1839  HISTORY     - 1946     MONUMENTED       CGS
 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
 JA1839'NEWTONVILLE.  IT IS APPROXIMATELY 200 FEET SOUTH OF THE
 JA1839'CENTERLINE OF THE HIGHWAY ON
 JA1839'THE TOP OF A SMALL HILL, 11.5 FEET NORTH
 JA1839'OF A 6 INCH LOCUST TREE WITH TWIN TRUNKS, AND 9
 JA1839'FEET EAST OF A
 JA1839'STANDARD REFERENCE POST.  THE MARK PROJECTS 2 INCHES AND THE DISK
 JA1839'IS 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
 JA1839'OF THE TWIN TRUNK LOCUST TREE.  THE MARK PROJECTS 4
 JA1839'INCHES AND THE DISK IS STAMPED
 JA1839'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
 JA1839'THE LOCUST TREE.  THE MARK PROJECTS 4 INCHES AND THE
 JA1839'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
 JA1839'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET
 JA1839'SOUTHWEST OF A STANDARD REFERENCE
 JA1839'POST, 3 FEET SOUTH OF A TELEPHONE
 JA1839'POST AND FENCELINE, AND 51 FEET SOUTHWEST OF A SIGN
 JA1839'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
 JA1839'MILE WEST TO A SIDE ROAD ON
 JA1839'THE LEFT, GO SOUTH APPROXIMATELY 50 FEET AND TURN
 JA1839'RIGHT IN DRIVEWAY BETWEEN HOUSE
 JA1839'AND GARAGE TO A GATE ON THE LEFT,
 JA1839'ENTER GATE AND GO SOUTHWESTERLY AROUND BARN AND
 JA1839'THROUGH ANOTHER GATE,
 JA1839'THENCE WESTERLY UP HILL TO THE STATION.
 JA1839'
 JA1839'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0882 ***********************************************************************
 LA0882  DESIGNATION -  NINEMILE
 LA0882  PID         -  LA0882
 LA0882  STATE/COUNTY-  IN/ALLEN
 LA0882  USGS QUAD   -  OSSIAN (1981)
 LA0882
 LA0882                         *CURRENT SURVEY CONTROL
 LA0882  ___________________________________________________________________
 LA0882* NAD 83(1997)-  40 58 30.50025(N)    085 13 17.40010(W)     ADJUSTED  
 LA0882* NAVD 88     -       246.040  (meters)     807.22   (feet)  ADJUSTED  
 LA0882  ___________________________________________________________________
 LA0882  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 LA0882  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 LA0882  DYNAMIC HT  -         245.935 (meters)     806.87  (feet)  COMP
 LA0882  MODELED GRAV-     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
 LA0882.and adjusted by the National Geodetic Survey in June 1991..
 LA0882
 LA0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA0882
 LA0882.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996663  x   0.99998394  =   0.99995057
 LA0882!UTM  16      -   0.99996663  x   0.99987558  =   0.99984221
 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|---------------------------------------------------------------------|
 LA0882| PID    Reference Object                     Distance      Geod. Az  |
 LA0882|                                                           dddmmss.s |
 LA0882| CC9045 NINEMILE AZ MK                                     0373017.0 |
 LA0882| CC9046 NINEMILE RM 1                        29.910 METERS 12546     |
 LA0882| CC9047 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
 LA0882.Superseded values are not recommended for survey control.
 LA0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0882.See file dsdata.txt to determine how the superseded data were derived.
 LA0882
 LA0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4963437520(NAD 83)
 LA0882_MARKER: DS = TRIANGULATION STATION DISK
 LA0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0882_STAMPING: NINEMILE 1946
 LA0882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0882
 LA0882  HISTORY     - Date     Condition        Report By
 LA0882  HISTORY     - 1946     MONUMENTED       CGS
 LA0882  HISTORY     - 1951     SEE DESCRIPTION  CGS
 LA0882  HISTORY     - 1955     SEE DESCRIPTION  CGS
 LA0882  HISTORY     - 1962     GOOD             CGS
 LA0882  HISTORY     - 1962     GOOD             NGS
 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.
 LA0882'IT IS 37 FEET NORTH OF THE CENTERLINE OF A MACADAM ROAD AND 2 FEET
 LA0882'SOUTH OF A FENCELINE.  THE MARK
 LA0882'PROJECTS 6 INCHES AND THE DISK IS STAMPED NINEMILE 1946.
 LA0882'
 LA0882'REFERENCE MARK NO. 1 IS 98.13 FEET SOUTHEAST OF THE STATION.  IT IS
 LA0882'30 FEET SOUTH OF A T-ROAD AND 80
 LA0882'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE MT. ZION EVANGELICAL
 LA0882'LUTHERAN CHURCH.  THE MARK IS FLUSH
 LA0882'AND 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
 LA0882'A MACADAM ROAD, 108 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 LA0882'UNITED BRETHERN CHURCH AND 2 FEET EAST
 LA0882'OF A POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED NINE
 LA0882'MILE NO 2 1946.
 LA0882'
 LA0882'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NORTHEAST OF THE STATION.
 LA0882'IT IS 60 FEET SOUTH OF THE
 LA0882'CENTERLINE OF STATE HIGHWAY NO. 3, 1 FOOT WEST OF A FENCELINE, 4 FEET
 LA0882'SOUTH OF A WITNESS POST, AND 2 FEET WEST
 LA0882'OF A POWER POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 LA0882'IS STAMPED NINEMILE 1946.
 LA0882'
 LA0882'TO REACH THE STATION FROM WAYNEDALE, TAKE STATE HIGHWAY 3 WEST FOR
 LA0882'04.7 MILES TO A CROSSROADS AT
 LA0882'NINEMILE.  TURN LEFT AT CROSSROADS AND GO SOUTH FOR 0.2 MILE TO
 LA0882'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
 LA0882'BE IN GOOD
 LA0882'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
 LA0882'DESCRIPTION FOLLOWS-
 LA0882'
 LA0882'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF WAYNEDALE, AT THE
 LA0882'CROSSROADS CALLED
 LA0882'NINEMILE, 193 FEET EAST OF THE SOUTHEAST CORNER OF THE
 LA0882'NINEMILE E.U.B. CHURCH, A RED BRICK
 LA0882'STRUCTURE, 35 FEET NORTH OF THE CENTERLINE
 LA0882'OF THE MACADAM ROAD, AND AT THE SOUTH EDGE OF THE
 LA0882'CEMETERY.  MARKED BY
 LA0882'A STANDARD DISK, STAMPED NINEMILE 1946, SET IN THE TOP OF A CONCRETE
 LA0882'MONUMENT PROJECTING 6
 LA0882'INCHES ABOVE GROUND.
 LA0882'
 LA0882'REFERENCE MARK NO. 1 IS 98.13 FEET SOUTHEAST OF THE STATION, 18 FEET
 LA0882'SOUTH OF THE
 LA0882'CENTERLINE OF THE MACADAM ROAD, AND 68 FEET NORTHWEST OF THE
 LA0882'NORTHWEST CORNER OF MT. ZION
 LA0882'EVANGELICAL LUTHERAN CHURCH, A WHITE FRAME
 LA0882'STRUCTURE.  MARKED BY A STANDARD DISK, STAMPED
 LA0882'NO 1 1946, SET IN THE TOP
 LA0882'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
 LA0882'CENTERLINE OF THE MACADAM ROAD, 108 FEET SOUTHEAST OF THE SOUTHEAST
 LA0882'CORNER OF THE RED BRICK CHURCH,
 LA0882'AND 33 FEET EAST OF THE CENTERLINE OF
 LA0882'A CONCRETE WALK TO HOUSE.  MARKED BY A STANDARD
 LA0882'DISK, STAMPED NINEMILE NO 2
 LA0882'1946, SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING 1 INCH
 LA0882'ABOVE GROUND.
 LA0882'
 LA0882'THE AZIMUTH MARK IS LOCATED 0.25 MILE NORTHEAST OF THE STATION, 60
 LA0882'FEET SOUTHEAST OF
 LA0882'THE CENTERLINE OF STATE HIGHWAY NO. 3, 1 FOOT WEST OF A FENCE,
 LA0882'AND 2 FEET WEST OF A POWER
 LA0882'POLE.  MARKED BY A STANDARD DISK, STAMPED
 LA0882'NINEMILE 1946, SET IN THE TOP OF A CONCRETE
 LA0882'MONUMENT PROJECTING 2 INCHES
 LA0882'ABOVE GROUND.
 LA0882'
 LA0882'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 1 AND
 LA0882'NO. 3 IN WAYNEDALE,
 LA0882'TAKE STATE HIGHWAY NO. 3 WEST AND SOUTHWEST FOR 4.7 MILE TO
 LA0882'THE CROSSROADS AT NINEMILE, TURN
 LA0882'SHARP LEFT (EAST) ON THE FIRST MACADAM
 LA0882'ROAD AND GO 0.2 MILE TO CHURCH AND STATION AS
 LA0882'DESCRIBED.
 LA0882'
 LA0882'TO REACH THE AZIMUTH MARK GO NORTHEAST ON A SMALL MACADAM ROAD FOR
 LA0882'0.25 MILE TO LEFT
 LA0882'TURN IN ROAD, TURN LEFT AND GO ABOUT 100 FEET TO MARK
 LA0882'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
 LA0882'IS COVERED BY A LOW GROWING EVERGREEN BUSH.
 LA0882'
 LA0882'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MI NE OF THE STATION.  IT IS
 LA0882'60 FT S OF THE CENTERLINE OF STATE HWY NO. 3, 1 FT W OF A FENCELINE.
 LA0882'THE 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
 LA0882'04.7 MI TO A CROSSROADS MI AT NINEMILE.  TURN LEFT AT CROSSROADS AND
 LA0882'GO E FOR 0.2 MI TO STATION ON LEFT.
 LA0882'
 LA0882'TO REACH THE AZIMUTH FROM THE STATION, GO NE ON MACADAM RD TO
 LA0882'AZIMUTH ON LEFT.
 LA0882
 LA0882                          STATION RECOVERY (1962)
 LA0882
 LA0882'RECOVERY NOTE BY NATIONAL 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
 LA0882'CENTER LINE OF WINTERS ROAD, 0.3 FOOT LOWER THAN SAME, STANDARD
 LA0882'DISKS ARE STAMPED NINEMILE 1946 WITH THE UPPER MARK PROJECTING
 LA0882'0.4 FOOT ABOVE 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.
 LA0882'ZION 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
 LA0882'WITH 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
 LA0882'OF CENTER LINE OF THE SHORT TURN-OUT LEG OF BUSKIRK ROAD, 1.7 FEET
 LA0882'SW OF 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 = OCTOBER  6, 2006
 LA0881 ***********************************************************************
 LA0881  DESIGNATION -  NINEMILE RM 1
 LA0881  PID         -  LA0881
 LA0881  STATE/COUNTY-  IN/ALLEN
 LA0881  USGS QUAD   -  OSSIAN (1981)
 LA0881
 LA0881                         *CURRENT SURVEY CONTROL
 LA0881  ___________________________________________________________________
 LA0881* NAD 83(1986)-  40 58 30.     (N)    085 13 17.     (W)     SCALED    
 LA0881* NAVD 88     -       245.666  (meters)     805.99   (feet)  ADJUSTED  
 LA0881  ___________________________________________________________________
 LA0881  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 LA0881  DYNAMIC HT  -         245.561 (meters)     805.64  (feet)  COMP
 LA0881  MODELED GRAV-     980,190.1   (mgal)                       NAVD 88
 LA0881
 LA0881  VERT ORDER  -  SECOND    CLASS 0
 LA0881
 LA0881.The horizontal coordinates were scaled from a topographic map and have
 LA0881.an estimated accuracy of +/- 6 seconds.
 LA0881
 LA0881.The orthometric height was determined by differential leveling
 LA0881.and adjusted by the National Geodetic Survey in June 1991..
 LA0881
 LA0881.The geoid height was determined by GEOID03.
 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     -   635,880.      137,480.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0881.See file dsdata.txt to determine how the superseded data were derived.
 LA0881
 LA0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL496375(NAD 83)
 LA0881_MARKER: DR = REFERENCE MARK DISK
 LA0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0881_STAMPING: NINEMILE NO 1 1946
 LA0881_MARK LOGO: CGS   
 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
 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 = OCTOBER  6, 2006
 LA0883 ***********************************************************************
 LA0883  DESIGNATION -  NINEMILE RM 2
 LA0883  PID         -  LA0883
 LA0883  STATE/COUNTY-  IN/ALLEN
 LA0883  USGS QUAD   -  OSSIAN (1981)
 LA0883
 LA0883                         *CURRENT SURVEY CONTROL
 LA0883  ___________________________________________________________________
 LA0883* NAD 83(1986)-  40 58 30.     (N)    085 13 17.     (W)     SCALED    
 LA0883* NAVD 88     -       246.012  (meters)     807.12   (feet)  ADJUSTED  
 LA0883  ___________________________________________________________________
 LA0883  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 LA0883  DYNAMIC HT  -         245.906 (meters)     806.78  (feet)  COMP
 LA0883  MODELED GRAV-     980,190.1   (mgal)                       NAVD 88
 LA0883
 LA0883  VERT ORDER  -  SECOND    CLASS 0
 LA0883
 LA0883.The horizontal coordinates were scaled from a topographic map and have
 LA0883.an estimated accuracy of +/- 6 seconds.
 LA0883
 LA0883.The orthometric height was determined by differential leveling
 LA0883.and adjusted by the National Geodetic Survey in June 1991..
 LA0883
 LA0883.The geoid height was determined by GEOID03.
 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     -   635,880.      137,480.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0883.See file dsdata.txt to determine how the superseded data were derived.
 LA0883
 LA0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL496375(NAD 83)
 LA0883_MARKER: DR = REFERENCE MARK DISK
 LA0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0883_STAMPING: NINEMILE NO 2 1946
 LA0883_MARK LOGO: CGS   
 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             NGS
 LA0883
 LA0883                          STATION DESCRIPTION
 LA0883
 LA0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 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 NATIONAL GEODETIC SURVEY 1951
 LA0883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2070 ***********************************************************************
 LA2070  DESIGNATION -  NIXON
 LA2070  PID         -  LA2070
 LA2070  STATE/COUNTY-  IN/RANDOLPH
 LA2070  USGS QUAD   -  MAXVILLE (1994)
 LA2070
 LA2070                         *CURRENT SURVEY CONTROL
 LA2070  ___________________________________________________________________
 LA2070* NAD 83(1997)-  40 12 16.35513(N)    085 06 54.00664(W)     ADJUSTED  
 LA2070* NAVD 88     -       319.3    (meters)    1048.     (feet)  VERTCON   
 LA2070  ___________________________________________________________________
 LA2070  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 LA2070  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 LA2070
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2070
 LA2070.The geoid height was determined by GEOID03.
 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     -   0.99995520  x   0.99999381  =   0.99994901
 LA2070!UTM  16      -   0.99995520  x   0.99991683  =   0.99987203
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2070.See file dsdata.txt to determine how the superseded data were derived.
 LA2070
 LA2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK6042752164(NAD 83)
 LA2070_MARKER: DS = TRIANGULATION STATION DISK
 LA2070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2070_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 LA2070'BELONGING TO DR. JOHN NIXON WHO LIVES IN FARMLAND,
 LA2070'170 FEET EAST OF THE
 LA2070'FARMHOUSE, 72 FEET NORTH OF FENCE WHICH IS
 LA2070'ON THE NORTH SIDE OF THE GRAVEL ROAD,
 LA2070'87 FEET NORTH OF CENTER LINE
 LA2070'OF ROAD, 190 FEET SOUTHEAST OF THE RED CATTLE BARN, AND
 LA2070'PROJECTS 6 INCHES.
 LA2070'
 LA2070'TO REACH FROM FARMLAND, GO NORTH ON STATE HIGHWAY 1 FOR 0.8
 LA2070'MILE FROM ITS
 LA2070'JUNCTION WITH STATE HIGHWAY 32, TO A GRAVEL T-ROAD
 LA2070'EAST, TURN EAST ON T-ROAD AND GO
 LA2070'0.7 MILE TO DR. NIXONS FARMHOUSE
 LA2070'AND STATION.
 LA2070'
 LA2070'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LA2070'BRONZE DISKS SET IN CONCRETE.
 LA2070'
 LA2070'REFERENCE MARK NO. 1 IS 243.10 FEET NORTHEAST OF STATION, ON
 LA2070'THE FENCE LINE
 LA2070'WHICH IS ON THE NORTH SIDE OF THE APPLE ORCHARD
 LA2070'IN WHICH THE STATION IS LOCATED,
 LA2070'ABOUT 300 FEET EAST OF THE
 LA2070'CATTLE BARN, AND PROJECTS 8 INCHES.  REFERENCE MARK
 LA2070'NO. 2 IS
 LA2070'199.72 FEET WEST-NORTHWEST OF STATION, 1 FOOT EAST OF THE BARN
 LA2070'LOT FENCE THAT
 LA2070'BORDERS THE ORCHARD ON THE WEST, 20 FEET SOUTH OF
 LA2070'THE SOUTHWEST CORNER OF THE
 LA2070'CATTLE BARN, 322.54 FEET WEST-SOUTHWEST
 LA2070'OF REFERENCE MARK NO. 1, AND PROJECTS 8
 LA2070'INCHES.
 LA2070'
 LA2070'THE FARMLAND MUNICIPAL TANK (LARGE SILVER) IS THE AZIMUTH
 LA2070'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
 LA2070'ESTABLISHED.  LAND ON WHICH THE STATION IS LOCATED IS NOW THE
 LA2070'PROPERTY OF DOCTOR BYRON NIXON WHO LIVES IN FARMLAND.  HIS ADDRESS IS
 LA2070'312 N.  MAIN STREET AND TELEPHONE NUMBER IS FARMLAND 5691.  DR.
 LA2070'NIXON HAS REQUESTED THAT HE BE CONTACTED WHEN WORK IS REQUIRED
 LA2070'AT THIS STATION.  A MR. JIM THURMAN IS RESIDENT OF THE FARMHOUSE AT
 LA2070'THIS RECOVERY.  A REVISED TO 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
 LA2070'JUNCTION WITH A GRAVEL T ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 0.7
 LA2070'MILE TO MR. JIM THURMANS DRIVEWAY TO THE NORTH.  TURN LEFT ON
 LA2070'DRIVE AND GO NORTH FOR APPROXIMATELY 200 FEET TO BACK OF BARN
 LA2070'WHERE DRIVE TURNS EAST.  TURN RIGHT AND GO EAST, PASSING THROUGH
 LA2070'GATE, AND SOUTHEAST FOR 0.15 MILE TO THE CENTER OF PASTURE.  STATION
 LA2070'IS ON THE PROJECTED PLANE OF THE NORTH WALL OF FARMHOUSE,
 LA2070'APPROXIMATELY 180 FEET EAST OF 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
 LA2070'NORTH-SOUTH FENCELINE, 125.2 FEET WEST-SOUTHWEST OF A 12 INCH PINE
 LA2070'TREE AND 179.3 FEET EAST OF NORTHEAST CORNER OF FARMHOUSE.
 LA2070'
 LA2070'REFERENCE MARK 1 IS STAMPED NIXON NO 1 1934 AND IS SET 10 INCHES
 LA2070'ABOVE GROUND SURFACE.  IT IS 1.5 FEET SOUTH OF EAST-WEST FENCELINE,
 LA2070'49.8 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
 LA2070'CORNER 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
 LA2070'TO 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
 LA2070'OF A METAL WITNESS POST, 22.7 FEET WEST OF CENTERLINE OF GRAVEL
 LA2070'ROAD 700W, 23.7 FEET NORTH OF CENTERLINE OF GRAVEL ROAD 275N AND
 LA2070'32.0 FEET NORTHWEST OF INTERSECTING CENTERLINE OF GRAVELED
 LA2070'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 = OCTOBER  6, 2006
 KA1832 ***********************************************************************
 KA1832  DESIGNATION -  NO 101 INGS 1947
 KA1832  PID         -  KA1832
 KA1832  STATE/COUNTY-  IN/VIGO
 KA1832  USGS QUAD   -  PIMENTO (1986)
 KA1832
 KA1832                         *CURRENT SURVEY CONTROL
 KA1832  ___________________________________________________________________
 KA1832* NAD 83(1997)-  39 20 21.10882(N)    087 23 17.99270(W)     ADJUSTED  
 KA1832* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 KA1832  ___________________________________________________________________
 KA1832  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 KA1832  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KA1832
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1832
 KA1832.The geoid height was determined by GEOID03.
 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     -   0.99997782  x   0.99997518  =   0.99995300
 KA1832!UTM  16      -   0.99997782  x   0.99961379  =   0.99959162
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1832.See file dsdata.txt to determine how the superseded data were derived.
 KA1832
 KA1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6653554491(NAD 83)
 KA1832_MARKER: DD = SURVEY DISK
 KA1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1832_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KA1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1832+STABILITY: SURFACE MOTION
 KA1832
 KA1832  HISTORY     - Date     Condition        Report By
 KA1832  HISTORY     - 1947     MONUMENTED       INGS
 KA1832  HISTORY     - 1951     GOOD             CGS
 KA1832
 KA1832                          STATION DESCRIPTION
 KA1832
 KA1832'DESCRIBED BY INDIANA GEODETIC SURVEY 1947 (FXP)
 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 = OCTOBER  6, 2006
 JZ3319 ***********************************************************************
 JZ3319  DESIGNATION -  NO 109 J 25 INGS 1939
 JZ3319  PID         -  JZ3319
 JZ3319  STATE/COUNTY-  IN/HENRY
 JZ3319  USGS QUAD   -  NEW CASTLE WEST (1981)
 JZ3319
 JZ3319                         *CURRENT SURVEY CONTROL
 JZ3319  ___________________________________________________________________
 JZ3319* NAD 83(1997)-  39 55 03.93607(N)    085 26 05.62185(W)     ADJUSTED  
 JZ3319* NAVD 88     -       322.     (meters)    1056.     (feet)  SCALED    
 JZ3319  ___________________________________________________________________
 JZ3319  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 JZ3319  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JZ3319
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3319
 JZ3319.The geoid height was determined by GEOID03.
 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     -   0.99995481  x   0.99997150  =   0.99992631
 JZ3319!UTM  16      -   0.99995481  x   0.99982026  =   0.99977508
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3319.See file dsdata.txt to determine how the superseded data were derived.
 JZ3319
 JZ3319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK3376019802(NAD 83)
 JZ3319_MARKER: DD = SURVEY DISK
 JZ3319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3319_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JZ3319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3319+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 HZ2065 ***********************************************************************
 HZ2065  DESIGNATION -  NO 111 INGS 1947
 HZ2065  PID         -  HZ2065
 HZ2065  STATE/COUNTY-  IN/JEFFERSON
 HZ2065  USGS QUAD   -  CLIFTY FALLS (1992)
 HZ2065
 HZ2065                         *CURRENT SURVEY CONTROL
 HZ2065  ___________________________________________________________________
 HZ2065* NAD 83(1997)-  38 48 27.02172(N)    085 27 02.28922(W)     ADJUSTED  
 HZ2065* NAVD 88     -       254.     (meters)     833.     (feet)  SCALED    
 HZ2065  ___________________________________________________________________
 HZ2065  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 HZ2065  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 HZ2065
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2065
 HZ2065.The geoid height was determined by GEOID03.
 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  =   1.00000247
 HZ2065!SPC KY N     -   0.99996549  x   0.99997967  =   0.99994516
 HZ2065!UTM  16      -   0.99996549  x   0.99982286  =   0.99978835
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2065.See file dsdata.txt to determine how the superseded data were derived.
 HZ2065
 HZ2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3452896556(NAD 83)
 HZ2065_MARKER: DS = TRIANGULATION STATION DISK
 HZ2065_SETTING: 0 = UNSPECIFIED SETTING
 HZ2065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ2065
 HZ2065  HISTORY     - Date     Condition        Report By
 HZ2065  HISTORY     - 1947     MONUMENTED       INGS
 HZ2065
 HZ2065                          STATION DESCRIPTION
 HZ2065
 HZ2065'DESCRIBED BY INDIANA GEODETIC SURVEY 1947 (FXP)
 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 = OCTOBER  6, 2006
 MD1555 ***********************************************************************
 MD1555  DESIGNATION -  NO 119 INGS 1946
 MD1555  PID         -  MD1555
 MD1555  STATE/COUNTY-  IN/ALLEN
 MD1555  USGS QUAD   -  FORT WAYNE EAST (1981)
 MD1555
 MD1555                         *CURRENT SURVEY CONTROL
 MD1555  ___________________________________________________________________
 MD1555* NAD 83(1997)-  41 06 23.37433(N)    085 02 46.77530(W)     ADJUSTED  
 MD1555* NAVD 88     -       238.34   (+/-2cm)     782.0    (feet)  VERTCON   
 MD1555  ___________________________________________________________________
 MD1555  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 MD1555  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 MD1555
 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.The vertical order pertains to the NGVD 29 superseded value.
 MD1555
 MD1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1555
 MD1555.The geoid height was determined by GEOID03.
 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 INGS 1946                         255 27 55.3
 MD1555:UTM  16      -  NO 120 INGS 1946                         254 35 18.5
 MD1555
 MD1555|---------------------------------------------------------------------|
 MD1555| PID    Reference Object                     Distance      Geod. Az  |
 MD1555|                                                           dddmmss.s |
 MD1555| MD1546 NO 120 INGS 1946                    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 (07/19/86)  238.50   (m)          782.5    (f) LEVELING    3  
 MD1555
 MD1555.Superseded values are not recommended for survey control.
 MD1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1555.See file dsdata.txt to determine how the superseded data were derived.
 MD1555
 MD1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6404752418(NAD 83)
 MD1555_MARKER: Z = SEE DESCRIPTION
 MD1555_SETTING: 0 = UNSPECIFIED SETTING
 MD1555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1555
 MD1555  HISTORY     - Date     Condition        Report By
 MD1555  HISTORY     - 1946     MONUMENTED       CGS
 MD1555  HISTORY     - 1963     SEE DESCRIPTION  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 = OCTOBER  6, 2006
 MD1546 ***********************************************************************
 MD1546  DESIGNATION -  NO 120 INGS 1946
 MD1546  PID         -  MD1546
 MD1546  STATE/COUNTY-  IN/ALLEN
 MD1546  USGS QUAD   -  FORT WAYNE EAST (1981)
 MD1546
 MD1546                         *CURRENT SURVEY CONTROL
 MD1546  ___________________________________________________________________
 MD1546* NAD 83(1997)-  41 06 18.95657(N)    085 03 09.97845(W)     ADJUSTED  
 MD1546* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 MD1546  ___________________________________________________________________
 MD1546  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 MD1546  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 MD1546
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1546
 MD1546.The geoid height was determined by GEOID03.
 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 INGS 1946                         075 27 55.4
 MD1546:UTM  16      -  NO 119 INGS 1946                         074 35 18.7
 MD1546
 MD1546|---------------------------------------------------------------------|
 MD1546| PID    Reference Object                     Distance      Geod. Az  |
 MD1546|                                                           dddmmss.s |
 MD1546| MD1555 NO 119 INGS 1946                    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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1546.See file dsdata.txt to determine how the superseded data were derived.
 MD1546
 MD1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6350852270(NAD 83)
 MD1546_MARKER: Z = SEE DESCRIPTION
 MD1546_SETTING: 0 = UNSPECIFIED SETTING
 MD1546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1546
 MD1546  HISTORY     - Date     Condition        Report By
 MD1546  HISTORY     - 1946     MONUMENTED       CGS
 MD1546  HISTORY     - 1963     SEE DESCRIPTION  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
 MD1546'CENTER OF FORT WAYNE.  IT IS 57 FEET WEST OF TELEPHONE POLE NO. 8390,
 MD1546'28 FEET NORTH OF THE CENTERLINE OF
 MD1546'A PAVED ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 MD1546'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 MD1546'STATION BUSCHE AND THE DISTANCE WAS FOUND
 MD1546'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
 MD1546'NORTH FOR 01.1 MILES TO A STOP LIGHT, TURN RIGHT AND GO EAST ON STATE
 MD1546'STREET FOR 03.8 MILES TO THE L.
 MD1546'BUSCHE FARM ON THE RIGHT AND THE STATION ON THE LEFT AS
 MD1546'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
 MD1546'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 = OCTOBER  6, 2006
 KA1840 ***********************************************************************
 KA1840  DESIGNATION -  NO 123 INGS 1947
 KA1840  PID         -  KA1840
 KA1840  STATE/COUNTY-  IN/VIGO
 KA1840  USGS QUAD   -  PIMENTO (1986)
 KA1840
 KA1840                         *CURRENT SURVEY CONTROL
 KA1840  ___________________________________________________________________
 KA1840* NAD 83(1997)-  39 15 33.50367(N)    087 28 53.58184(W)     ADJUSTED  
 KA1840* NAVD 88     -       159.     (meters)     522.     (feet)  SCALED    
 KA1840  ___________________________________________________________________
 KA1840  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 KA1840  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KA1840
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1840
 KA1840.The geoid height was determined by GEOID03.
 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     -   0.99998014  x   0.99998120  =   0.99996134
 KA1840!UTM  16      -   0.99998014  x   0.99962125  =   0.99960140
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1840.See file dsdata.txt to determine how the superseded data were derived.
 KA1840
 KA1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5845445663(NAD 83)
 KA1840_MARKER: DB = BENCH MARK DISK
 KA1840_SETTING: 0 = UNSPECIFIED SETTING
 KA1840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1840
 KA1840  HISTORY     - Date     Condition        Report By
 KA1840  HISTORY     - 1947     MONUMENTED       INGS
 KA1840
 KA1840                          STATION DESCRIPTION
 KA1840
 KA1840'DESCRIBED BY INDIANA GEODETIC SURVEY 1947 (FXP)
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2130 ***********************************************************************
 LA2130  DESIGNATION -  NO 131 FF 25 INGS 1939
 LA2130  PID         -  LA2130
 LA2130  STATE/COUNTY-  IN/HENRY
 LA2130  USGS QUAD   -  MIDDLETOWN (1994)
 LA2130
 LA2130                         *CURRENT SURVEY CONTROL
 LA2130  ___________________________________________________________________
 LA2130* NAD 83(1997)-  40 00 17.15609(N)    085 31 35.54170(W)     ADJUSTED  
 LA2130* NAVD 88     -       310.     (meters)    1017.     (feet)  SCALED    
 LA2130  ___________________________________________________________________
 LA2130  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 LA2130  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 LA2130
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2130
 LA2130.The geoid height was determined by GEOID03.
 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     -   0.99995670  x   0.99996843  =   0.99992513
 LA2130!UTM  16      -   0.99995670  x   0.99979472  =   0.99975143
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2130.See file dsdata.txt to determine how the superseded data were derived.
 LA2130
 LA2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK2576829326(NAD 83)
 LA2130_MARKER: DD = SURVEY DISK
 LA2130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2130_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LA2130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2130+STABILITY: SURFACE MOTION
 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
 LA2130'DEAL OF TIME AND
 LA2130'DIFFICULTY DUE TO AN INADEQUATE DESCRIPTION.  THE
 LA2130'FOLLOWING IS A NEW DESCRIPTION-
 LA2130'
 LA2130'STATION IS 1.6 MILES EAST OF MECHANICSBURG ALONG U.S. 36, AND
 LA2130'0.05 MILE EAST OF
 LA2130'JUNCTION OF U.S. 36 AND THE MIDDLETOWN (PAVED)
 LA2130'ROAD, 435.5 FEET EAST FROM THE
 LA2130'CENTER LINE OF THE NORTH AND SOUTH
 LA2130'MIDDLETOWN ROAD, 72.3 FEET NORTH FROM THE CENTER
 LA2130'LINE OF U.S. 36
 LA2130'AND 36 FEET NORTH-NORTHEAST FROM THE CENTER OF A TELEPHONE POLE
 LA2130'WHICH HAS A
 LA2130'TRIANGLE CUT ON ITS NORTH SIDE, ON THE TOP OF A SMALL
 LA2130'RIDGE AND IN CULTIVATED FIELD
 LA2130'OWNED BY MR. RILEY.  MARK IS 15 INCHES
 LA2130'BELOW THE SURFACE OF THE GROUND.  IT IS A U.S.C.
 LA2130'AND G.S. AND STATE
 LA2130'SURVEY DISK SET IN A 6-INCH SQUARE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1836 ***********************************************************************
 KA1836  DESIGNATION -  NO 135 INGS 1947
 KA1836  PID         -  KA1836
 KA1836  STATE/COUNTY-  IN/VIGO
 KA1836  USGS QUAD   -  PIMENTO (1986)
 KA1836
 KA1836                         *CURRENT SURVEY CONTROL
 KA1836  ___________________________________________________________________
 KA1836* NAD 83(1997)-  39 19 13.89065(N)    087 29 44.95748(W)     ADJUSTED  
 KA1836* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 KA1836  ___________________________________________________________________
 KA1836  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 KA1836  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KA1836
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1836
 KA1836.The geoid height was determined by GEOID03.
 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  =   0.99960155
 KA1836
 KA1836|---------------------------------------------------------------------|
 KA1836| PID    Reference Object                     Distance      Geod. Az  |
 KA1836|                                                           dddmmss.s |
 KA1836| KA1835 TT 11 D USGS 1947                   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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1836.See file dsdata.txt to determine how the superseded data were derived.
 KA1836
 KA1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5726052464(NAD 83)
 KA1836_MARKER: DB = BENCH MARK DISK
 KA1836_SETTING: 0 = UNSPECIFIED SETTING
 KA1836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1836
 KA1836  HISTORY     - Date     Condition        Report By
 KA1836  HISTORY     - 1947     MONUMENTED       INGS
 KA1836
 KA1836                          STATION DESCRIPTION
 KA1836
 KA1836'DESCRIBED BY INDIANA GEODETIC SURVEY 1947 (FXP)
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1556 ***********************************************************************
 MD1556  DESIGNATION -  NO 200
 MD1556  PID         -  MD1556
 MD1556  STATE/COUNTY-  IN/ALLEN
 MD1556  USGS QUAD   -  FORT WAYNE EAST (1981)
 MD1556
 MD1556                         *CURRENT SURVEY CONTROL
 MD1556  ___________________________________________________________________
 MD1556* NAD 83(1997)-  41 01 11.57399(N)    085 00 01.47390(W)     ADJUSTED  
 MD1556* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 MD1556  ___________________________________________________________________
 MD1556  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 MD1556  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 MD1556
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1556
 MD1556.The geoid height was determined by GEOID03.
 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 INGS 1947                         266 47 25.1
 MD1556:UTM  16      -  NO 223 INGS 1947                         265 54 53.7
 MD1556
 MD1556|---------------------------------------------------------------------|
 MD1556| PID    Reference Object                     Distance      Geod. Az  |
 MD1556|                                                           dddmmss.s |
 MD1556| MD1553 NO 223 INGS 1947                    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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1556.See file dsdata.txt to determine how the superseded data were derived.
 MD1556
 MD1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6812342890(NAD 83)
 MD1556_MARKER: DD = SURVEY DISK
 MD1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1556
 MD1556  HISTORY     - Date     Condition        Report By
 MD1556  HISTORY     - 1947     MONUMENTED       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
 MD1556'INTERSECTION, 25 FEET WEST OF THE CENTER OF A PAVED ROAD, 27 FEET
 MD1556'NORTH OF THE CENTER OF A PAVED
 MD1556'ROAD AND 4 FEET SOUTH OF A FENCE CORNER.  THE MARK IS A
 MD1556'4 BY 4 INCH CONCRETE POST FLUSH WITH THE GROUND
 MD1556'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
 MD1556'IN NEW HAVEN GO EAST OF U. S. HIGHWAY NO. 30 FOR 2 MILES TO A PAVED
 MD1556'T-ROAD RIGHT, TURN RIGHT AND GO
 MD1556'3.2 MILES TO A PAVED CROSSROAD AND STATION IN THE NORTH-WEST
 MD1556'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 = OCTOBER  6, 2006
 KA1841 ***********************************************************************
 KA1841  DESIGNATION -  NO 216 INGS 1947
 KA1841  PID         -  KA1841
 KA1841  STATE/COUNTY-  IN/VIGO
 KA1841  USGS QUAD   -  PIMENTO (1986)
 KA1841
 KA1841                         *CURRENT SURVEY CONTROL
 KA1841  ___________________________________________________________________
 KA1841* NAD 83(1997)-  39 21 48.04720(N)    087 28 50.25557(W)     ADJUSTED  
 KA1841* NAVD 88     -       146.     (meters)     479.     (feet)  SCALED    
 KA1841  ___________________________________________________________________
 KA1841  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 KA1841  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KA1841
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1841
 KA1841.The geoid height was determined by GEOID03.
 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     -   0.99998220  x   0.99998109  =   0.99996329
 KA1841!UTM  16      -   0.99998220  x   0.99962111  =   0.99960332
 KA1841
 KA1841:                Primary Azimuth Mark                     Grid Az
 KA1841:SPC IN W     -  NO 217 INGS 1947                         038 46 14.5
 KA1841:UTM  16      -  NO 217 INGS 1947                         038 49 24.8
 KA1841
 KA1841|---------------------------------------------------------------------|
 KA1841| PID    Reference Object                     Distance      Geod. Az  |
 KA1841|                                                           dddmmss.s |
 KA1841| KA1838 NO 217 INGS 1947                    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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1841.See file dsdata.txt to determine how the superseded data were derived.
 KA1841
 KA1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5859557209(NAD 83)
 KA1841_MARKER: DD = SURVEY DISK
 KA1841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1841_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KA1841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1841+STABILITY: SURFACE MOTION
 KA1841
 KA1841  HISTORY     - Date     Condition        Report By
 KA1841  HISTORY     - 1947     MONUMENTED       INGS
 KA1841
 KA1841                          STATION DESCRIPTION
 KA1841
 KA1841'DESCRIBED BY INDIANA GEODETIC SURVEY 1947 (FXP)
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1838 ***********************************************************************
 KA1838  DESIGNATION -  NO 217 INGS 1947
 KA1838  PID         -  KA1838
 KA1838  STATE/COUNTY-  IN/VIGO
 KA1838  USGS QUAD   -  PIMENTO (1986)
 KA1838
 KA1838                         *CURRENT SURVEY CONTROL
 KA1838  ___________________________________________________________________
 KA1838* NAD 83(1997)-  39 22 07.41863(N)    087 28 30.39012(W)     ADJUSTED  
 KA1838* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 KA1838  ___________________________________________________________________
 KA1838  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 KA1838  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KA1838
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1838
 KA1838.The geoid height was determined by GEOID03.
 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     -   0.99998189  x   0.99998069  =   0.99996258
 KA1838!UTM  16      -   0.99998189  x   0.99962062  =   0.99960252
 KA1838
 KA1838|---------------------------------------------------------------------|
 KA1838| PID    Reference Object                     Distance      Geod. Az  |
 KA1838|                                                           dddmmss.s |
 KA1838| KA1837 DRAKE 1947                           29.809 METERS 18518     |
 KA1838| KA1841 NO 216 INGS 1947                    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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1838.See file dsdata.txt to determine how the superseded data were derived.
 KA1838
 KA1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5907457804(NAD 83)
 KA1838_MARKER: DD = SURVEY DISK
 KA1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1838_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KA1838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1838+STABILITY: SURFACE MOTION
 KA1838
 KA1838  HISTORY     - Date     Condition        Report By
 KA1838  HISTORY     - 1947     MONUMENTED       INGS
 KA1838
 KA1838                          STATION DESCRIPTION
 KA1838
 KA1838'DESCRIBED BY INDIANA GEODETIC SURVEY 1947 (FXP)
 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 = OCTOBER  6, 2006
 MD1558 ***********************************************************************
 MD1558  DESIGNATION -  NO 222 INGS 1947
 MD1558  PID         -  MD1558
 MD1558  STATE/COUNTY-  IN/ALLEN
 MD1558  USGS QUAD   -  FORT WAYNE EAST (1981)
 MD1558
 MD1558                         *CURRENT SURVEY CONTROL
 MD1558  ___________________________________________________________________
 MD1558* NAD 83(1997)-  41 01 09.60502(N)    085 01 43.62776(W)     ADJUSTED  
 MD1558* NAVD 88     -       250.     (meters)     820.     (feet)  SCALED    
 MD1558  ___________________________________________________________________
 MD1558  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 MD1558  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 MD1558
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1558
 MD1558.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1558.See file dsdata.txt to determine how the superseded data were derived.
 MD1558
 MD1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6573842775(NAD 83)
 MD1558
 MD1558  HISTORY     - Date     Condition        Report By
 MD1558  HISTORY     - 1947     MONUMENTED       CGS
 MD1558  HISTORY     - 1963     SEE DESCRIPTION  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 = OCTOBER  6, 2006
 ME2199 ***********************************************************************
 ME2199  DESIGNATION -  NO 223 ILGS 1952
 ME2199  PID         -  ME2199
 ME2199  STATE/COUNTY-  IN/ELKHART
 ME2199  USGS QUAD   -  OSCEOLA (1994)
 ME2199
 ME2199                         *CURRENT SURVEY CONTROL
 ME2199  ___________________________________________________________________
 ME2199* NAD 83(1997)-  41 38 16.00800(N)    086 00 09.60369(W)     ADJUSTED  
 ME2199* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 ME2199  ___________________________________________________________________
 ME2199  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 ME2199  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 ME2199
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2199
 ME2199.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2199.See file dsdata.txt to determine how the superseded data were derived.
 ME2199
 ME2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM8306410041(NAD 83)
 ME2199_MARKER: DD = SURVEY DISK
 ME2199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2199_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ME2199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2199+STABILITY: SURFACE MOTION
 ME2199
 ME2199  HISTORY     - Date     Condition        Report By
 ME2199  HISTORY     - 1952     MONUMENTED       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 = OCTOBER  6, 2006
 MD1553 ***********************************************************************
 MD1553  DESIGNATION -  NO 223 INGS 1947
 MD1553  PID         -  MD1553
 MD1553  STATE/COUNTY-  IN/ALLEN
 MD1553  USGS QUAD   -  FORT WAYNE EAST (1981)
 MD1553
 MD1553                         *CURRENT SURVEY CONTROL
 MD1553  ___________________________________________________________________
 MD1553* NAD 83(1997)-  41 01 10.54326(N)    085 00 29.55115(W)     ADJUSTED  
 MD1553* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 MD1553  ___________________________________________________________________
 MD1553  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 MD1553  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 MD1553
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1553
 MD1553.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 MD1553| PID    Reference Object                     Distance      Geod. Az  |
 MD1553|                                                           dddmmss.s |
 MD1553| MD1550 LEPPER                               10.732 METERS 17310     |
 MD1553| MD1558 NO 222 INGS 1947                    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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1553.See file dsdata.txt to determine how the superseded data were derived.
 MD1553
 MD1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6746842843(NAD 83)
 MD1553_MARKER: Z = SEE DESCRIPTION
 MD1553_SETTING: 0 = UNSPECIFIED SETTING
 MD1553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1553
 MD1553  HISTORY     - Date     Condition        Report By
 MD1553  HISTORY     - 1947     MONUMENTED       CGS
 MD1553  HISTORY     - 1963     SEE DESCRIPTION  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 = OCTOBER  6, 2006
 KA1844 ***********************************************************************
 KA1844  DESIGNATION -  NO 227 INGS 1947
 KA1844  PID         -  KA1844
 KA1844  STATE/COUNTY-  IN/VIGO
 KA1844  USGS QUAD   -  TERRE HAUTE (1993)
 KA1844
 KA1844                         *CURRENT SURVEY CONTROL
 KA1844  ___________________________________________________________________
 KA1844* NAD 83(1997)-  39 25 23.48216(N)    087 26 11.60101(W)     ADJUSTED  
 KA1844* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 KA1844  ___________________________________________________________________
 KA1844  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 KA1844  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KA1844
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1844
 KA1844.The geoid height was determined by GEOID03.
 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     -   0.99998128  x   0.99997805  =   0.99995933
 KA1844!UTM  16      -   0.99998128  x   0.99961738  =   0.99959867
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1844.See file dsdata.txt to determine how the superseded data were derived.
 KA1844
 KA1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6242463831(NAD 83)
 KA1844_MARKER: DD = SURVEY DISK
 KA1844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1844_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KA1844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1844+STABILITY: SURFACE MOTION
 KA1844
 KA1844  HISTORY     - Date     Condition        Report By
 KA1844  HISTORY     - 1947     MONUMENTED       INGS
 KA1844
 KA1844                          STATION DESCRIPTION
 KA1844
 KA1844'DESCRIBED BY INDIANA GEODETIC SURVEY 1947 (FXP)
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1846 ***********************************************************************
 KA1846  DESIGNATION -  NO 228 INGS 1947
 KA1846  PID         -  KA1846
 KA1846  STATE/COUNTY-  IN/VIGO
 KA1846  USGS QUAD   -  TERRE HAUTE (1993)
 KA1846
 KA1846                         *CURRENT SURVEY CONTROL
 KA1846  ___________________________________________________________________
 KA1846* NAD 83(1997)-  39 25 35.71041(N)    087 26 01.14281(W)     ADJUSTED  
 KA1846* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 KA1846  ___________________________________________________________________
 KA1846  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 KA1846  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KA1846
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1846
 KA1846.The geoid height was determined by GEOID03.
 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     -   0.99998144  x   0.99997786  =   0.99995930
 KA1846!UTM  16      -   0.99998144  x   0.99961715  =   0.99959860
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1846.See file dsdata.txt to determine how the superseded data were derived.
 KA1846
 KA1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6267664207(NAD 83)
 KA1846_MARKER: DS = TRIANGULATION STATION DISK
 KA1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1846_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KA1846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1846+STABILITY: SURFACE MOTION
 KA1846
 KA1846  HISTORY     - Date     Condition        Report By
 KA1846  HISTORY     - 1947     MONUMENTED       INGS
 KA1846
 KA1846                          STATION DESCRIPTION
 KA1846
 KA1846'DESCRIBED BY INDIANA GEODETIC SURVEY 1947 (FXP)
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1860 ***********************************************************************
 KA1860  DESIGNATION -  NO 310 INGS 1947
 KA1860  PID         -  KA1860
 KA1860  STATE/COUNTY-  IN/VIGO
 KA1860  USGS QUAD   -  TERRE HAUTE (1993)
 KA1860
 KA1860                         *CURRENT SURVEY CONTROL
 KA1860  ___________________________________________________________________
 KA1860* NAD 83(1997)-  39 26 01.68771(N)    087 23 37.49427(W)     ADJUSTED  
 KA1860* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 KA1860  ___________________________________________________________________
 KA1860  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 KA1860  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KA1860
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1860
 KA1860.The geoid height was determined by GEOID03.
 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     -   0.99998129  x   0.99997546  =   0.99995675
 KA1860!UTM  16      -   0.99998129  x   0.99961414  =   0.99959544
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1860.See file dsdata.txt to determine how the superseded data were derived.
 KA1860
 KA1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6611464992(NAD 83)
 KA1860_MARKER: DE = TRAVERSE STATION DISK
 KA1860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1860_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KA1860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1860+STABILITY: SURFACE MOTION
 KA1860
 KA1860  HISTORY     - Date     Condition        Report By
 KA1860  HISTORY     - 1947     MONUMENTED       INGS
 KA1860
 KA1860                          STATION DESCRIPTION
 KA1860
 KA1860'DESCRIBED BY INDIANA GEODETIC SURVEY 1947 (FXP)
 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 = OCTOBER  6, 2006
 KA1821 ***********************************************************************
 KA1821  DESIGNATION -  NO 317 INGS 1947
 KA1821  PID         -  KA1821
 KA1821  STATE/COUNTY-  IN/VIGO
 KA1821  USGS QUAD   -  SEELYVILLE (1986)
 KA1821
 KA1821                         *CURRENT SURVEY CONTROL
 KA1821  ___________________________________________________________________
 KA1821* NAD 83(1997)-  39 26 01.31582(N)    087 17 54.55967(W)     ADJUSTED  
 KA1821* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 KA1821  ___________________________________________________________________
 KA1821  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 KA1821  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KA1821
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1821
 KA1821.The geoid height was determined by GEOID03.
 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     -   0.99997723  x   0.99997089  =   0.99994812
 KA1821!UTM  16      -   0.99997723  x   0.99960812  =   0.99958536
 KA1821
 KA1821:                Primary Azimuth Mark                     Grid Az
 KA1821:SPC IN W     -  NO 619 INGS 1947                         019 49 39.5
 KA1821:UTM  16      -  NO 619 INGS 1947                         019 52 50.0
 KA1821
 KA1821|---------------------------------------------------------------------|
 KA1821| PID    Reference Object                     Distance      Geod. Az  |
 KA1821|                                                           dddmmss.s |
 KA1821| KA1818 NO 619 INGS 1947                    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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1821.See file dsdata.txt to determine how the superseded data were derived.
 KA1821
 KA1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7431264949(NAD 83)
 KA1821_MARKER: DB = BENCH MARK DISK
 KA1821_SETTING: 0 = UNSPECIFIED SETTING
 KA1821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1821
 KA1821  HISTORY     - Date     Condition        Report By
 KA1821  HISTORY     - 1947     MONUMENTED       INGS
 KA1821  HISTORY     - 1957     GOOD             INGS
 KA1821  HISTORY     - 1964     GOOD             CGS
 KA1821
 KA1821                          STATION DESCRIPTION
 KA1821
 KA1821'DESCRIBED BY INDIANA GEODETIC SURVEY 1947 (FXP)
 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 = OCTOBER  6, 2006
 LB2651 ***********************************************************************
 LB2651  DESIGNATION -  NO 322 INGS 1955
 LB2651  PID         -  LB2651
 LB2651  STATE/COUNTY-  IN/TIPPECANOE
 LB2651  USGS QUAD   -  BROOKSTON SW (1980)
 LB2651
 LB2651                         *CURRENT SURVEY CONTROL
 LB2651  ___________________________________________________________________
 LB2651* NAD 83(1997)-  40 31 28.33194(N)    086 57 45.98906(W)     ADJUSTED  
 LB2651* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 LB2651  ___________________________________________________________________
 LB2651  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 LB2651  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 LB2651
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2651
 LB2651.The geoid height was determined by GEOID03.
 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     -   0.99997015  x   0.99996795  =   0.99993811
 LB2651!UTM  16      -   0.99997015  x   0.99960012  =   0.99957029
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2651.See file dsdata.txt to determine how the superseded data were derived.
 LB2651
 LB2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0315385979(NAD 83)
 LB2651_MARKER: DD = SURVEY DISK
 LB2651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2651_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LB2651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2651+STABILITY: SURFACE MOTION
 LB2651
 LB2651  HISTORY     - Date     Condition        Report By
 LB2651  HISTORY     - 1955     MONUMENTED       INGS
 LB2651
 LB2651                          STATION DESCRIPTION
 LB2651
 LB2651'DESCRIBED BY INDIANA 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 = OCTOBER  6, 2006
 KA1788 ***********************************************************************
 KA1788  DESIGNATION -  NO 327 INGS 1947
 KA1788  PID         -  KA1788
 KA1788  STATE/COUNTY-  IN/CLAY
 KA1788  USGS QUAD   -  STAUNTON (1986)
 KA1788
 KA1788                         *CURRENT SURVEY CONTROL
 KA1788  ___________________________________________________________________
 KA1788* NAD 83(1997)-  39 25 02.55070(N)    087 14 22.36597(W)     ADJUSTED  
 KA1788* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 KA1788  ___________________________________________________________________
 KA1788  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 KA1788  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KA1788
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1788
 KA1788.The geoid height was determined by GEOID03.
 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     -   0.99997582  x   0.99996889  =   0.99994471
 KA1788!UTM  16      -   0.99997582  x   0.99960523  =   0.99958106
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1788.See file dsdata.txt to determine how the superseded data were derived.
 KA1788
 KA1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7938063122(NAD 83)
 KA1788_MARKER: DD = SURVEY DISK
 KA1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1788_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KA1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1788+STABILITY: SURFACE MOTION
 KA1788
 KA1788  HISTORY     - Date     Condition        Report By
 KA1788  HISTORY     - 1947     MONUMENTED       INGS
 KA1788
 KA1788                          STATION DESCRIPTION
 KA1788
 KA1788'DESCRIBED BY INDIANA GEODETIC SURVEY 1947 (FXP)
 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 = OCTOBER  6, 2006
 KA1784 ***********************************************************************
 KA1784  DESIGNATION -  NO 335 INGS 1947
 KA1784  PID         -  KA1784
 KA1784  STATE/COUNTY-  IN/VIGO
 KA1784  USGS QUAD   -  SALINE CITY (1983)
 KA1784
 KA1784                         *CURRENT SURVEY CONTROL
 KA1784  ___________________________________________________________________
 KA1784* NAD 83(1997)-  39 21 54.84618(N)    087 14 23.42199(W)     ADJUSTED  
 KA1784* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 KA1784  ___________________________________________________________________
 KA1784  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 KA1784  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KA1784
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1784
 KA1784.The geoid height was determined by GEOID03.
 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     -   0.99997722  x   0.99996891  =   0.99994613
 KA1784!UTM  16      -   0.99997722  x   0.99960526  =   0.99958249
 KA1784
 KA1784:                Primary Azimuth Mark                     Grid Az
 KA1784:SPC IN W     -  NO 336 INGS 1947                         179 30 22.7
 KA1784:UTM  16      -  NO 336 INGS 1947                         179 33 32.9
 KA1784
 KA1784|---------------------------------------------------------------------|
 KA1784| PID    Reference Object                     Distance      Geod. Az  |
 KA1784|                                                           dddmmss.s |
 KA1784| KA1785 NO 336 INGS 1947                    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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1784.See file dsdata.txt to determine how the superseded data were derived.
 KA1784
 KA1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7933957336(NAD 83)
 KA1784_MARKER: DD = SURVEY DISK
 KA1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1784_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KA1784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1784+STABILITY: SURFACE MOTION
 KA1784
 KA1784  HISTORY     - Date     Condition        Report By
 KA1784  HISTORY     - 1947     MONUMENTED       INGS
 KA1784
 KA1784                          STATION DESCRIPTION
 KA1784
 KA1784'DESCRIBED BY INDIANA GEODETIC SURVEY 1947 (FXP)
 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 = OCTOBER  6, 2006
 LB2646 ***********************************************************************
 LB2646  DESIGNATION -  NO 335 INGS 1948
 LB2646  PID         -  LB2646
 LB2646  STATE/COUNTY-  IN/TIPPECANOE
 LB2646  USGS QUAD   -  BROOKSTON (1986)
 LB2646
 LB2646                         *CURRENT SURVEY CONTROL
 LB2646  ___________________________________________________________________
 LB2646* NAD 83(1997)-  40 31 17.32148(N)    086 52 07.41657(W)     ADJUSTED  
 LB2646* NAVD 88     -       200.     (meters)     656.     (feet)  SCALED    
 LB2646  ___________________________________________________________________
 LB2646  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 LB2646  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 LB2646
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2646
 LB2646.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2646.See file dsdata.txt to determine how the superseded data were derived.
 LB2646
 LB2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1112085647(NAD 83)
 LB2646_MARKER: DD = SURVEY DISK
 LB2646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2646_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LB2646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2646+STABILITY: SURFACE MOTION
 LB2646
 LB2646  HISTORY     - Date     Condition        Report By
 LB2646  HISTORY     - 1948     MONUMENTED       INGS
 LB2646  HISTORY     - 1955     GOOD             CGS
 LB2646
 LB2646                          STATION DESCRIPTION
 LB2646
 LB2646'DESCRIBED BY INDIANA 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 = OCTOBER  6, 2006
 KA1785 ***********************************************************************
 KA1785  DESIGNATION -  NO 336 INGS 1947
 KA1785  PID         -  KA1785
 KA1785  STATE/COUNTY-  IN/CLAY
 KA1785  USGS QUAD   -  SALINE CITY (1983)
 KA1785
 KA1785                         *CURRENT SURVEY CONTROL
 KA1785  ___________________________________________________________________
 KA1785* NAD 83(1997)-  39 21 32.54299(N)    087 14 23.12464(W)     ADJUSTED  
 KA1785* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 KA1785  ___________________________________________________________________
 KA1785  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 KA1785  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KA1785
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1785
 KA1785.The geoid height was determined by GEOID03.
 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  =   0.99994612
 KA1785!UTM  16      -   0.99997722  x   0.99960525  =   0.99958248
 KA1785
 KA1785:                Primary Azimuth Mark                     Grid Az
 KA1785:SPC IN W     -  RILEY                                    358 29 07.8
 KA1785:UTM  16      -  RILEY                                    358 32 18.1
 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 INGS 1947                    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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1785.See file dsdata.txt to determine how the superseded data were derived.
 KA1785
 KA1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7934456648(NAD 83)
 KA1785_MARKER: DD = SURVEY DISK
 KA1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1785_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KA1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1785+STABILITY: SURFACE MOTION
 KA1785
 KA1785  HISTORY     - Date     Condition        Report By
 KA1785  HISTORY     - 1947     MONUMENTED       INGS
 KA1785
 KA1785                          STATION DESCRIPTION
 KA1785
 KA1785'DESCRIBED BY INDIANA GEODETIC SURVEY 1947 (FXP)
 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 = OCTOBER  6, 2006
 KA1824 ***********************************************************************
 KA1824  DESIGNATION -  NO 501 INGS 1947
 KA1824  PID         -  KA1824
 KA1824  STATE/COUNTY-  IN/VIGO
 KA1824  USGS QUAD   -  LEWIS (1986)
 KA1824
 KA1824                         *CURRENT SURVEY CONTROL
 KA1824  ___________________________________________________________________
 KA1824* NAD 83(1997)-  39 20 48.34122(N)    087 18 37.15229(W)     ADJUSTED  
 KA1824* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 KA1824  ___________________________________________________________________
 KA1824  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 KA1824  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KA1824
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1824
 KA1824.The geoid height was determined by GEOID03.
 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     -   0.99997658  x   0.99997138  =   0.99994796
 KA1824!UTM  16      -   0.99997658  x   0.99960880  =   0.99958539
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1824.See file dsdata.txt to determine how the superseded data were derived.
 KA1824
 KA1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7326055304(NAD 83)
 KA1824_MARKER: DD = SURVEY DISK
 KA1824_SETTING: 0 = UNSPECIFIED SETTING
 KA1824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1824
 KA1824  HISTORY     - Date     Condition        Report By
 KA1824  HISTORY     - 1947     MONUMENTED       INGS
 KA1824
 KA1824                          STATION DESCRIPTION
 KA1824
 KA1824'DESCRIBED BY INDIANA GEODETIC SURVEY 1947 (FXP)
 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 = OCTOBER  6, 2006
 KA1825 ***********************************************************************
 KA1825  DESIGNATION -  NO 502 INGS 1947
 KA1825  PID         -  KA1825
 KA1825  STATE/COUNTY-  IN/VIGO
 KA1825  USGS QUAD   -  LEWIS (1986)
 KA1825
 KA1825                         *CURRENT SURVEY CONTROL
 KA1825  ___________________________________________________________________
 KA1825* NAD 83(1997)-  39 20 48.64557(N)    087 18 07.19066(W)     ADJUSTED  
 KA1825* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 KA1825  ___________________________________________________________________
 KA1825  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 KA1825  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KA1825
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1825
 KA1825.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 KA1825| PID    Reference Object                     Distance      Geod. Az  |
 KA1825|                                                           dddmmss.s |
 KA1825| KA1823 BEARD                                54.573 METERS 01536     |
 KA1825| KA1824 NO 501 INGS 1947                    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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1825.See file dsdata.txt to determine how the superseded data were derived.
 KA1825
 KA1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7397855311(NAD 83)
 KA1825_MARKER: DD = SURVEY DISK
 KA1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1825_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KA1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1825+STABILITY: SURFACE MOTION
 KA1825
 KA1825  HISTORY     - Date     Condition        Report By
 KA1825  HISTORY     - 1947     MONUMENTED       INGS
 KA1825
 KA1825                          STATION DESCRIPTION
 KA1825
 KA1825'DESCRIBED BY INDIANA GEODETIC SURVEY 1947 (FXP)
 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 = OCTOBER  6, 2006
 LB2585 ***********************************************************************
 LB2585  DESIGNATION -  NO 604 INGS 1934
 LB2585  PID         -  LB2585
 LB2585  STATE/COUNTY-  IN/TIPPECANOE
 LB2585  USGS QUAD   -  LAFAYETTE EAST (1986)
 LB2585
 LB2585                         *CURRENT SURVEY CONTROL
 LB2585  ___________________________________________________________________
 LB2585* NAD 83(1997)-  40 24 53.86435(N)    086 52 10.67354(W)     ADJUSTED  
 LB2585* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 LB2585  ___________________________________________________________________
 LB2585  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 LB2585  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 LB2585
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2585
 LB2585.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2585.See file dsdata.txt to determine how the superseded data were derived.
 LB2585
 LB2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK1106173824(NAD 83)
 LB2585_MARKER: DE = TRAVERSE STATION DISK
 LB2585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2585_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LB2585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2585+STABILITY: SURFACE MOTION
 LB2585
 LB2585  HISTORY     - Date     Condition        Report By
 LB2585  HISTORY     - 1934     MONUMENTED       LOCENG
 LB2585  HISTORY     - 1934     GOOD             CGS
 LB2585
 LB2585                          STATION DESCRIPTION
 LB2585
 LB2585'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1934 (LMC)
 LB2585'N. E. PART OF COLUMBIA PARK, APPROXIMATELY 81 FT. NORTHEAST OF COON
 LB2585'DEN, 84 FT. SOUTHWEST OF SWIMMING POOL FENCE.  EXACTLY 14.5 FT. EAST
 LB2585'OF 8 INCH ELM TREE.  EXACTLY 25 FT. NORTHEAST OF 12 INCH ELM TREE.
 LB2585'33 FT. S. E. OF NEAREST CORNER OF TOP LANDING OF CONCRETE 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
 LB2585'THE COON DEN, 41 FEET EAST OF THE CENTER LINE OF A PARK DRIVE, 33
 LB2585'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE TOP LANDING OF
 LB2585'CONCRETE STEPS LEADING FROM THE DRIVE ONTO THE TERRACE, 112
 LB2585'FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE SWIMMING POOL, AND
 LB2585'130 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE SWIMMING POOL.
 LB2585'THE MARK IS A STANDARD U. S. C. AND G. S. AND STATE SURVEY
 LB2585'TRAVERSE STATION DISK SET IN TOP OF A 6 INCH SQUARE CONCRETE POST
 LB2585'AND IS FLUSH WITH THE SURFACE.
 LB2585'
 LB2585'THIS STATION WAS CONNECTED BY TRAVERSE TO TRIANGULATION STATION
 LB2585'LAFAYETTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1787 ***********************************************************************
 KA1787  DESIGNATION -  NO 610 USGS 1947
 KA1787  PID         -  KA1787
 KA1787  STATE/COUNTY-  IN/VIGO
 KA1787  USGS QUAD   -  STAUNTON (1986)
 KA1787
 KA1787                         *CURRENT SURVEY CONTROL
 KA1787  ___________________________________________________________________
 KA1787* NAD 83(1997)-  39 25 08.97321(N)    087 14 22.75354(W)     ADJUSTED  
 KA1787* NAVD 88     -       185.74   (+/-2cm)     609.4    (feet)  VERTCON   
 KA1787  ___________________________________________________________________
 KA1787  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 KA1787  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KA1787
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1787
 KA1787.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1787
 KA1787.The geoid height was determined by GEOID03.
 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     -   0.99997600  x   0.99996890  =   0.99994490
 KA1787!UTM  16      -   0.99997600  x   0.99960524  =   0.99958125
 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 (07/19/86)  185.84   (m)          609.7    (f) LEVELING    3  
 KA1787
 KA1787.Superseded values are not recommended for survey control.
 KA1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1787.See file dsdata.txt to determine how the superseded data were derived.
 KA1787
 KA1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7937163320(NAD 83)
 KA1787_MARKER: DD = SURVEY DISK
 KA1787_SETTING: 0 = UNSPECIFIED SETTING
 KA1787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1787
 KA1787  HISTORY     - Date     Condition        Report By
 KA1787  HISTORY     - 1947     MONUMENTED       USGS
 KA1787  HISTORY     - 1957     GOOD             CGS
 KA1787
 KA1787                          STATION DESCRIPTION
 KA1787
 KA1787'DESCRIBED BY US GEOLOGICAL 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 = OCTOBER  6, 2006
 KA1818 ***********************************************************************
 KA1818  DESIGNATION -  NO 619 INGS 1947
 KA1818  PID         -  KA1818
 KA1818  STATE/COUNTY-  IN/VIGO
 KA1818  USGS QUAD   -  SEELYVILLE (1986)
 KA1818
 KA1818                         *CURRENT SURVEY CONTROL
 KA1818  ___________________________________________________________________
 KA1818* NAD 83(1997)-  39 26 23.09695(N)    087 17 44.50683(W)     ADJUSTED  
 KA1818* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 KA1818  ___________________________________________________________________
 KA1818  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 KA1818  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KA1818
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1818
 KA1818.The geoid height was determined by GEOID03.
 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     -   0.99997723  x   0.99997078  =   0.99994801
 KA1818!UTM  16      -   0.99997723  x   0.99960797  =   0.99958521
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1818.See file dsdata.txt to determine how the superseded data were derived.
 KA1818
 KA1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ7455465620(NAD 83)
 KA1818_MARKER: DB = BENCH MARK DISK
 KA1818_SETTING: 0 = UNSPECIFIED SETTING
 KA1818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1818
 KA1818  HISTORY     - Date     Condition        Report By
 KA1818  HISTORY     - 1947     MONUMENTED       INGS
 KA1818  HISTORY     - 1957     GOOD             INGS
 KA1818
 KA1818                          STATION DESCRIPTION
 KA1818
 KA1818'DESCRIBED BY INDIANA GEODETIC SURVEY 1947 (FXP)
 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 = OCTOBER  6, 2006
 ME2304 ***********************************************************************
 ME2304  DESIGNATION -  NOBLE
 ME2304  PID         -  ME2304
 ME2304  STATE/COUNTY-  IN/FULTON
 ME2304  USGS QUAD   -  KEWANNA (1977)
 ME2304
 ME2304                         *CURRENT SURVEY CONTROL
 ME2304  ___________________________________________________________________
 ME2304* NAD 83(1997)-  41 00 40.31132(N)    086 24 32.41344(W)     ADJUSTED  
 ME2304* NAVD 88     -       240.57   (+/-2cm)     789.3    (feet)  VERTCON   
 ME2304  ___________________________________________________________________
 ME2304  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 ME2304  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME2304
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2304
 ME2304.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2304
 ME2304.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  240.69   (m)          789.7    (f) LEVELING    3  
 ME2304
 ME2304.Superseded values are not recommended for survey control.
 ME2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2304.See file dsdata.txt to determine how the superseded data were derived.
 ME2304
 ME2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4969540168(NAD 83)
 ME2304_MARKER: DS = TRIANGULATION STATION DISK
 ME2304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD1618 ***********************************************************************
 MD1618  DESIGNATION -  NOBLE
 MD1618  PID         -  MD1618
 MD1618  STATE/COUNTY-  IN/NOBLE
 MD1618  USGS QUAD   -  MERRIAM (1965)
 MD1618
 MD1618                         *CURRENT SURVEY CONTROL
 MD1618  ___________________________________________________________________
 MD1618* NAD 83(1997)-  41 16 27.89962(N)    085 24 46.92488(W)     ADJUSTED  
 MD1618* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 MD1618  ___________________________________________________________________
 MD1618  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 MD1618  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 MD1618
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1618
 MD1618.The geoid height was determined by GEOID03.
 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     -   0.99995781  x   0.99997222  =   0.99993004
 MD1618!UTM  16      -   0.99995781  x   0.99981742  =   0.99977524
 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                                        3054520.5 |
 MD1618| MD0939 D 165                                34.966 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1618.See file dsdata.txt to determine how the superseded data were derived.
 MD1618
 MD1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3291370435(NAD 83)
 MD1618_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1618
 MD1618  HISTORY     - Date     Condition        Report By
 MD1618  HISTORY     - 1946     MONUMENTED       CGS
 MD1618  HISTORY     - 1963     SEE DESCRIPTION  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
 MD1618'MERRIAM.  IT IS 59 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 33, 17
 MD1618'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
 MD1618'FEET EAST OF THE CENTERLINE OF
 MD1618'A GRADED ROAD, 1 FOOT SOUTHWEST OF A FENCELINE AND 3 FEET SOUTHEAST
 MD1618'OF A WITNESS POST.  THE MARK IS FLUSH AND
 MD1618'THE DISK IS STAMPED NOBLE 1946.
 MD1618'
 MD1618'D-165 1946 (USC AND GS) IS 114.87 FEET NORTH OF THE STATION.  IT IS
 MD1618'25 FEET NORTHEAST OF THE CENTERLINE
 MD1618'OF HIGHWAY 33 AND 3 FEET SOUTHWEST OF A FENCELINE.  THE MARK PROJECTS
 MD1618'3 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
 MD1618'FEET NORTHEAST OF THE NORTHEAST CORNER OF A SHED.  THE MARK PROJECTS
 MD1618'1 INCH AND THE DISK IS STAMPED NOBLE
 MD1618'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,
 MD1618'GO SOUTHEAST ON U.S. HIGHWAY 33 FOR 1.4 MILES TO FARM AT RIGHT AT TOP
 MD1618'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
 MD1618'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
 MD1618'ANGLE (AZ. MK. TO D 165) CHECKS THE ACTUAL IN THE LIST OF DIRECTIONS
 MD1618'ON THE ORIGINAL DESCRIPTION.  AZIMUTH TO SAID TWO EVIDENTLY CORRECT.
 MD1618'AZIMUTH TO RM CORRECTED BELOW.
 MD1618'
 MD1618'ABOUT 6.1 MILES NWLY ALONG NO. 33 U.S. HWY. FROM ITS INTERSECTION
 MD1618'WITH NO. 205 IND.  HWY. IN
 MD1618'CHURUBUSCO OR 1.5 MILES SELY ALONG SAME FROM ITS INTERSECTION WITH
 MD1618'NO. 9 INDIANA AT MERRIAM, AN
 MD1618'ESTIMATED 30 YARDS NW OF NW SIDE OF HOUSE WHICH IS ON HIGHEST POINT
 MD1618'IN THE VICINITY, 59.3 FEET SW OF
 MD1618'CENTER LINE OF 22-FOOT ASPHALT HWY., 1.2 FEET LOWER THAN SAME, 16.3
 MD1618'FEET NORTHWEST OF GARDEN FENCE, 33.3 FEET SOUTHWEST OF ROW, 24.5 FEET
 MD1618'WEST OF CENTER OF CREOSOTED
 MD1618'POWER POLE, 1A MARK STAMPED NOBLE 1946 1963
 MD1618'A FOOT UNDERGROUND AND A 7A MARK STAMPED
 MD1618'NOBLE 1946 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
 MD1618'DEG 39 MIN 36 SEC FROM THE STATION, 162 FEET NW OF PLANE OF NW WALL
 MD1618'OF HOUSE ON TOP OF HILL, 25 FEET NE OF CENTER
 MD1618'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
 MD1618'DEG 31 MIN 52 SEC FROM STATION, 25.5 FEET WSW OF CONC. FOUNDATION OF
 MD1618'15- BY 30- FOOT OUTBUILDING, AND 3 FEET SW OF
 MD1618'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
 MD1618'STATION, 32 FEET E OF CENTER LINE OF PRIVATE ROAD, 25 FEET NE OF
 MD1618'CENTER LINE OF HWY., 2.4 FEET HIGHER
 MD1618'THAN SAME, 1.7 FEET E OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2360 ***********************************************************************
 LA2360  DESIGNATION -  NOBLE
 LA2360  PID         -  LA2360
 LA2360  STATE/COUNTY-  IN/JAY
 LA2360  USGS QUAD   -  PORTLAND (1992)
 LA2360
 LA2360                         *CURRENT SURVEY CONTROL
 LA2360  ___________________________________________________________________
 LA2360* NAD 83(1997)-  40 29 03.19830(N)    084 52 35.87529(W)     ADJUSTED  
 LA2360* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 LA2360  ___________________________________________________________________
 LA2360  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 LA2360  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 LA2360
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2360
 LA2360.The geoid height was determined by GEOID03.
 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;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     -   0.99996198  x   1.00002187  =   0.99998385
 LA2360!SPC OH N     -   0.99996198  x   0.99999064  =   0.99995262
 LA2360!UTM  16      -   0.99996198  x   0.99999870  =   0.99996068
 LA2360
 LA2360:                Primary Azimuth Mark                     Grid Az
 LA2360:SPC IN E     -  DICK CATHOLIC CHURCH STEEPLE             023 31 36.3
 LA2360:SPC OH N     -  DICK CATHOLIC CHURCH STEEPLE             025 36 03.7
 LA2360:UTM  16      -  DICK CATHOLIC CHURCH STEEPLE             022 39 38.7
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2360.See file dsdata.txt to determine how the superseded data were derived.
 LA2360
 LA2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7997083669(NAD 83)
 LA2360_MARKER: DS = TRIANGULATION STATION DISK
 LA2360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2360_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2480 ***********************************************************************
 LB2480  DESIGNATION -  NORMANDA
 LB2480  PID         -  LB2480
 LB2480  STATE/COUNTY-  IN/TIPTON
 LB2480  USGS QUAD   -  KEMPTON (1980)
 LB2480
 LB2480                         *CURRENT SURVEY CONTROL
 LB2480  ___________________________________________________________________
 LB2480* NAD 83(1997)-  40 18 07.67960(N)    086 09 56.20350(W)     ADJUSTED  
 LB2480* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 LB2480  ___________________________________________________________________
 LB2480  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 LB2480  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 LB2480
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2480
 LB2480.The geoid height was determined by GEOID03.
 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     -   0.99996116  x   0.99998881  =   0.99994997
 LB2480!SPC IN W     -   0.99996116  x   1.00004157  =   1.00000273
 LB2480!UTM  16      -   0.99996116  x   0.99966189  =   0.99962307
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2480.See file dsdata.txt to determine how the superseded data were derived.
 LB2480
 LB2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7090961626(NAD 83)
 LB2480_MARKER: DS = TRIANGULATION STATION DISK
 LB2480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2480_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2479 ***********************************************************************
 LB2479  DESIGNATION -  NORMANDA RM 2
 LB2479  PID         -  LB2479
 LB2479  STATE/COUNTY-  IN/TIPTON
 LB2479  USGS QUAD   -  KEMPTON (1980)
 LB2479
 LB2479                         *CURRENT SURVEY CONTROL
 LB2479  ___________________________________________________________________
 LB2479* NAD 83(1997)-  40 18 07.24486(N)    086 09 57.15606(W)     ADJUSTED  
 LB2479* NAVD 88     -       280.6    (meters)     921.     (feet)  VERTCON   
 LB2479  ___________________________________________________________________
 LB2479  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 LB2479  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 LB2479
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2479
 LB2479.The geoid height was determined by GEOID03.
 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     -   0.99996137  x   0.99998883  =   0.99995020
 LB2479!SPC IN W     -   0.99996137  x   1.00004152  =   1.00000289
 LB2479!UTM  16      -   0.99996137  x   0.99966185  =   0.99962323
 LB2479
 LB2479|---------------------------------------------------------------------|
 LB2479| PID    Reference Object                     Distance      Geod. Az  |
 LB2479|                                                           dddmmss.s |
 LB2479| LB2480 NORMANDA                             26.189 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 1015652.1 |
 LB2479| LB2473 TIPTON MUNICIPAL TANK               APPROX.10.9 KM 1070246.2 |
 LB2479| CC9063 NORMANDA AZ MK                                     1654912.8 |
 LB2479| LB2532 SCIRCLEVILLE GRAIN ELEVATOR         APPROX.11.7 KM 2615050.9 |
 LB2479| LB2533 SCIRCLEVILLE MAST UNIDENT           APPROX.12.3 KM 2813052.3 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2479.See file dsdata.txt to determine how the superseded data were derived.
 LB2479
 LB2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7088661612(NAD 83)
 LB2479_MARKER: DS = TRIANGULATION STATION DISK
 LB2479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2479_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LB2479
 LB2479  HISTORY     - Date     Condition        Report By
 LB2479  HISTORY     - 1954     MONUMENTED       CGS
 LB2479  HISTORY     - 1970     SEE DESCRIPTION  NGS
 LB2479
 LB2479                          STATION DESCRIPTION
 LB2479
 LB2479'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 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 = OCTOBER  6, 2006
 JA0218 ***********************************************************************
 JA0218  DESIGNATION -  NORRIS
 JA0218  PID         -  JA0218
 JA0218  STATE/COUNTY-  IN/WASHINGTON
 JA0218  USGS QUAD   -  SALEM (1994)
 JA0218
 JA0218                         *CURRENT SURVEY CONTROL
 JA0218  ___________________________________________________________________
 JA0218* NAD 83(1997)-  38 35 33.06445(N)    086 00 49.83473(W)     ADJUSTED  
 JA0218* NAVD 88     -       307.875  (meters)    1010.09   (feet)  ADJUSTED  
 JA0218  ___________________________________________________________________
 JA0218  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 JA0218  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JA0218  DYNAMIC HT  -         307.667 (meters)    1009.40  (feet)  COMP
 JA0218  MODELED GRAV-     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
 JA0218.and adjusted by the National Geodetic Survey in June 1991..
 JA0218
 JA0218.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0218
 JA0218.The geoid height was determined by GEOID03.
 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;                    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     -   0.99995694  x   0.99997793  =   0.99993487
 JA0218!UTM  16      -   0.99995694  x   0.99969083  =   0.99964778
 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
 JA0218.Superseded values are not recommended for survey control.
 JA0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0218.See file dsdata.txt to determine how the superseded data were derived.
 JA0218
 JA0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8588272020(NAD 83)
 JA0218_MARKER: DS = TRIANGULATION STATION DISK
 JA0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0218_STAMPING: NORRIS 1946
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 JA0219 ***********************************************************************
 JA0219  DESIGNATION -  NORRIS RM 1
 JA0219  PID         -  JA0219
 JA0219  STATE/COUNTY-  IN/WASHINGTON
 JA0219  USGS QUAD   -  SALEM (1994)
 JA0219
 JA0219                         *CURRENT SURVEY CONTROL
 JA0219  ___________________________________________________________________
 JA0219* NAD 83(1986)-  38 35 32.     (N)    086 00 49.     (W)     SCALED    
 JA0219* NAVD 88     -       306.581  (meters)    1005.84   (feet)  ADJUSTED  
 JA0219  ___________________________________________________________________
 JA0219  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JA0219  DYNAMIC HT  -         306.375 (meters)    1005.17  (feet)  COMP
 JA0219  MODELED GRAV-     979,945.8   (mgal)                       NAVD 88
 JA0219
 JA0219  VERT ORDER  -  FIRST     CLASS II
 JA0219
 JA0219.The horizontal coordinates were scaled from a topographic map and have
 JA0219.an estimated accuracy of +/- 6 seconds.
 JA0219
 JA0219.The orthometric height was determined by differential leveling
 JA0219.and adjusted by the National Geodetic Survey in June 1991..
 JA0219
 JA0219.The geoid height was determined by GEOID03.
 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     -   371,290.       69,780.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0219.See file dsdata.txt to determine how the superseded data were derived.
 JA0219
 JA0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH859719(NAD 83)
 JA0219_MARKER: DR = REFERENCE MARK DISK
 JA0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0219_STAMPING: NORRIS NO 1 1946
 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             NGS
 JA0219
 JA0219                          STATION DESCRIPTION
 JA0219
 JA0219'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0220 ***********************************************************************
 JA0220  DESIGNATION -  NORRIS RM 2
 JA0220  PID         -  JA0220
 JA0220  STATE/COUNTY-  IN/WASHINGTON
 JA0220  USGS QUAD   -  SALEM (1994)
 JA0220
 JA0220                         *CURRENT SURVEY CONTROL
 JA0220  ___________________________________________________________________
 JA0220* NAD 83(1986)-  38 35 32.     (N)    086 00 49.     (W)     SCALED    
 JA0220* NAVD 88     -       305.893  (meters)    1003.58   (feet)  ADJUSTED  
 JA0220  ___________________________________________________________________
 JA0220  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JA0220  DYNAMIC HT  -         305.687 (meters)    1002.91  (feet)  COMP
 JA0220  MODELED GRAV-     979,945.8   (mgal)                       NAVD 88
 JA0220
 JA0220  VERT ORDER  -  FIRST     CLASS II
 JA0220
 JA0220.The horizontal coordinates were scaled from a topographic map and have
 JA0220.an estimated accuracy of +/- 6 seconds.
 JA0220
 JA0220.The orthometric height was determined by differential leveling
 JA0220.and adjusted by the National Geodetic Survey in June 1991..
 JA0220
 JA0220.The geoid height was determined by GEOID03.
 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     -   371,290.       69,780.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0220.See file dsdata.txt to determine how the superseded data were derived.
 JA0220
 JA0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH859719(NAD 83)
 JA0220_MARKER: DR = REFERENCE MARK DISK
 JA0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0220_STAMPING: NORRIS NO 2 1946
 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             NGS
 JA0220
 JA0220                          STATION DESCRIPTION
 JA0220
 JA0220'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ2063 ***********************************************************************
 HZ2063  DESIGNATION -  NORTH MADISON MUNICIPAL TANK
 HZ2063  PID         -  HZ2063
 HZ2063  STATE/COUNTY-  IN/JEFFERSON
 HZ2063  USGS QUAD   -  CLIFTY FALLS (1992)
 HZ2063
 HZ2063                         *CURRENT SURVEY CONTROL
 HZ2063  ___________________________________________________________________
 HZ2063* NAD 83(1997)-  38 45 25.51162(N)    085 23 13.42670(W)     ADJUSTED  
 HZ2063* NAVD 88     -                                                        
 HZ2063  ___________________________________________________________________
 HZ2063  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 HZ2063  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 HZ2063
 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
 HZ2063.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2063
 HZ2063.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2063
 HZ2063  NAD 83(1995)-  38 45 25.51141(N)    085 23 13.42546(W) AD(       ) 4
 HZ2063  NAD 83(1993)-  38 45 25.51159(N)    085 23 13.42612(W) AD(       ) 4
 HZ2063  NAD 83(1986)-  38 45 25.51283(N)    085 23 13.43242(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2063.See file dsdata.txt to determine how the superseded data were derived.
 HZ2063
 HZ2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH4014791056(NAD 83)
 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 = OCTOBER  6, 2006
 HA1056 ***********************************************************************
 HA1056  DESIGNATION -  NORTH MERIDIAN MARK
 HA1056  PID         -  HA1056
 HA1056  STATE/COUNTY-  IN/VANDERBURGH
 HA1056  USGS QUAD   -  EVANSVILLE SOUTH (1981)
 HA1056
 HA1056                         *CURRENT SURVEY CONTROL
 HA1056  ___________________________________________________________________
 HA1056* NAD 83(1986)-  37 58 43.     (N)    087 34 29.     (W)     SCALED    
 HA1056* NAVD 88     -       118.125  (meters)     387.55   (feet)  ADJUSTED  
 HA1056  ___________________________________________________________________
 HA1056  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 HA1056  DYNAMIC HT  -         118.043 (meters)     387.28  (feet)  COMP
 HA1056  MODELED GRAV-     979,938.3   (mgal)                       NAVD 88
 HA1056
 HA1056  VERT ORDER  -  SECOND    CLASS 0
 HA1056
 HA1056.The horizontal coordinates were scaled from a topographic map and have
 HA1056.an estimated accuracy of +/- 6 seconds.
 HA1056
 HA1056.The orthometric height was determined by differential leveling
 HA1056.and adjusted by the National Geodetic Survey in June 1991..
 HA1056
 HA1056.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1056.See file dsdata.txt to determine how the superseded data were derived.
 HA1056
 HA1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH495035(NAD 83)
 HA1056_MARKER: DD = SURVEY DISK
 HA1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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   NGS
 HA1056  HISTORY     - 1965     MARK NOT FOUND   NGS
 HA1056
 HA1056                          STATION DESCRIPTION
 HA1056
 HA1056'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1965
 HA1056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA2001 ***********************************************************************
 KA2001  DESIGNATION -  NORTH SALEM MUNICIPAL TANK
 KA2001  PID         -  KA2001
 KA2001  STATE/COUNTY-  IN/HENDRICKS
 KA2001  USGS QUAD   -  NORTH SALEM (1977)
 KA2001
 KA2001                         *CURRENT SURVEY CONTROL
 KA2001  ___________________________________________________________________
 KA2001* NAD 83(1997)-  39 51 33.43696(N)    086 38 32.39828(W)     ADJUSTED  
 KA2001* NAVD 88     -                                                        
 KA2001  ___________________________________________________________________
 KA2001  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 KA2001  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 KA2001
 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
 KA2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2001
 KA2001.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA2001
 KA2001  NAD 83(1986)-  39 51 33.43836(N)    086 38 32.40091(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2001.See file dsdata.txt to determine how the superseded data were derived.
 KA2001
 KA2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK3059312201(NAD 83)
 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 = OCTOBER  6, 2006
 JZ2113 ***********************************************************************
 JZ2113  FBN         -  This is a Federal Base Network Control Station.
 JZ2113  DESIGNATION -  NORTH VERNON
 JZ2113  PID         -  JZ2113
 JZ2113  STATE/COUNTY-  IN/JENNINGS
 JZ2113  USGS QUAD   -  BUTLERVILLE (1994)
 JZ2113
 JZ2113                         *CURRENT SURVEY CONTROL
 JZ2113  ___________________________________________________________________
 JZ2113* NAD 83(1997)-  39 00 25.09388(N)    085 37 28.97332(W)     ADJUSTED  
 JZ2113* NAVD 88     -       220.838  (meters)     724.53   (feet)  ADJUSTED  
 JZ2113  ___________________________________________________________________
 JZ2113  X           -     378,620.892 (meters)                     COMP
 JZ2113  Y           -  -4,948,522.154 (meters)                     COMP
 JZ2113  Z           -   3,993,035.996 (meters)                     COMP
 JZ2113  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 JZ2113  ELLIP HEIGHT-         186.87  (meters)          (04/10/98) GPS OBS
 JZ2113  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ2113  DYNAMIC HT  -         220.698 (meters)     724.07  (feet)  COMP
 JZ2113  MODELED GRAV-     979,986.2   (mgal)                       NAVD 88
 JZ2113
 JZ2113  HORZ ORDER  -  B
 JZ2113  VERT ORDER  -  FIRST     CLASS II
 JZ2113  ELLP ORDER  -  FOURTH    CLASS I
 JZ2113
 JZ2113.The horizontal coordinates were established by GPS observations
 JZ2113.and adjusted by the National Geodetic Survey in April 1998..
 JZ2113
 JZ2113.The orthometric height was determined by differential leveling
 JZ2113.and adjusted by the National Geodetic Survey in June 1991..
 JZ2113.WARNING-Repeat measurements at this control monument indicate possible
 JZ2113.vertical movement.
 JZ2113
 JZ2113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2113
 JZ2113.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2113
 JZ2113.The ellipsoidal height was determined by GPS observations
 JZ2113.and is referenced to NAD 83.
 JZ2113
 JZ2113.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JZ2113;SPC IN E     -   417,270.940   103,633.661   MT  0.99996683   +0 01 35.1
 JZ2113;SPC IN E     - 1,368,996.41    340,004.77   sFT  0.99996683   +0 01 35.1
 JZ2113;UTM  16      - 4,318,449.730   619,079.072   MT  0.99977460   +0 51 56.6
 JZ2113
 JZ2113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2113!SPC IN E     -   0.99997068  x   0.99996683  =   0.99993751
 JZ2113!UTM  16      -   0.99997068  x   0.99977460  =   0.99974529
 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 2683643.1 |
 JZ2113|---------------------------------------------------------------------|
 JZ2113
 JZ2113                          SUPERSEDED SURVEY CONTROL
 JZ2113
 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  NAVD 88 (04/10/98)  220.84   (m)          724.5    (f) LEVELING    3  
 JZ2113  NGVD 29 (??/??/92)  220.958  (m)          724.93   (f) ADJ UNCH    1 2
 JZ2113
 JZ2113.Superseded values are not recommended for survey control.
 JZ2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2113.See file dsdata.txt to determine how the superseded data were derived.
 JZ2113
 JZ2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1907918450(NAD 83)
 JZ2113_MARKER: DS = TRIANGULATION STATION DISK
 JZ2113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2113_SP_SET: 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 - July 01, 2003
 JZ2113
 JZ2113  HISTORY     - Date     Condition        Report By
 JZ2113  HISTORY     - 1920     MONUMENTED       CGS
 JZ2113  HISTORY     - 1942     GOOD             NGS
 JZ2113  HISTORY     - 1979     GOOD             DOD
 JZ2113  HISTORY     - 1980     GOOD             USE
 JZ2113  HISTORY     - 19970821 GOOD             SEC
 JZ2113  HISTORY     - 19980720 GOOD             WOOLPT
 JZ2113  HISTORY     - 20020211 GOOD             INDNR
 JZ2113  HISTORY     - 20030701 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 NATIONAL 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 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2112 ***********************************************************************
 JZ2112  DESIGNATION -  NORTH VERNON RM
 JZ2112  PID         -  JZ2112
 JZ2112  STATE/COUNTY-  IN/JENNINGS
 JZ2112  USGS QUAD   -  BUTLERVILLE (1994)
 JZ2112
 JZ2112                         *CURRENT SURVEY CONTROL
 JZ2112  ___________________________________________________________________
 JZ2112* NAD 83(1986)-  39 00 25.     (N)    085 37 29.     (W)     SCALED    
 JZ2112* NAVD 88     -       221.245  (meters)     725.87   (feet)  ADJUSTED  
 JZ2112  ___________________________________________________________________
 JZ2112  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ2112  DYNAMIC HT  -         221.104 (meters)     725.41  (feet)  COMP
 JZ2112  MODELED GRAV-     979,986.2   (mgal)                       NAVD 88
 JZ2112
 JZ2112  VERT ORDER  -  FIRST     CLASS II
 JZ2112
 JZ2112.The horizontal coordinates were scaled from a topographic map and have
 JZ2112.an estimated accuracy of +/- 6 seconds.
 JZ2112
 JZ2112.The orthometric height was determined by differential leveling
 JZ2112.and adjusted by the National Geodetic Survey in June 1991..
 JZ2112
 JZ2112.The geoid height was determined by GEOID03.
 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     -   417,270.      103,630.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2112.See file dsdata.txt to determine how the superseded data were derived.
 JZ2112
 JZ2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ190184(NAD 83)
 JZ2112_MARKER: DR = REFERENCE MARK DISK
 JZ2112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2112_SP_SET: CURB
 JZ2112_STAMPING: NORTH VERNON 1920
 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             NGS
 JZ2112  HISTORY     - 1979     GOOD             DOD
 JZ2112
 JZ2112                          STATION DESCRIPTION
 JZ2112
 JZ2112'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1606 ***********************************************************************
 LA1606  DESIGNATION -  NOTCH
 LA1606  PID         -  LA1606
 LA1606  STATE/COUNTY-  IN/GRANT
 LA1606  USGS QUAD   -  MARION (1992)
 LA1606
 LA1606                         *CURRENT SURVEY CONTROL
 LA1606  ___________________________________________________________________
 LA1606* NAD 83(1986)-  40 33 24.     (N)    085 39 20.     (W)     SCALED    
 LA1606* NAVD 88     -       245.69   (+/-2cm)     806.1    (feet)  VERTCON   
 LA1606  ___________________________________________________________________
 LA1606  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 LA1606
 LA1606  VERT ORDER  -  THIRD (See Below)
 LA1606
 LA1606.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 LA1606
 LA1606.The geoid height was determined by GEOID03.
 LA1606
 LA1606;                    North         East    Units  Estimated Accuracy
 LA1606;SPC IN E     -   589,330.      100,940.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1606.See file dsdata.txt to determine how the superseded data were derived.
 LA1606
 LA1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK138904(NAD 83)
 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             NGS
 LA1606
 LA1606                          STATION DESCRIPTION
 LA1606
 LA1606'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME2221 ***********************************************************************
 ME2221  DESIGNATION -  NOTRE DAME AZ MK
 ME2221  PID         -  ME2221
 ME2221  STATE/COUNTY-  IN/ST JOSEPH
 ME2221  USGS QUAD   -  SOUTH BEND EAST (1992)
 ME2221
 ME2221                         *CURRENT SURVEY CONTROL
 ME2221  ___________________________________________________________________
 ME2221* NAD 83(1997)-  41 41 35.21894(N)    086 14 17.70311(W)     ADJUSTED  
 ME2221* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 ME2221  ___________________________________________________________________
 ME2221  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 ME2221  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 ME2221
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2221
 ME2221.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2221.See file dsdata.txt to determine how the superseded data were derived.
 ME2221
 ME2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6338915984(NAD 83)
 ME2221_MARKER: DS = TRIANGULATION STATION DISK
 ME2221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2221_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 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 = OCTOBER  6, 2006
 ME3205 ***********************************************************************
 ME3205  DESIGNATION -  NOTRE DAME RESET
 ME3205  PID         -  ME3205
 ME3205  STATE/COUNTY-  IN/ST JOSEPH
 ME3205  USGS QUAD   -  SOUTH BEND EAST (1992)
 ME3205
 ME3205                         *CURRENT SURVEY CONTROL
 ME3205  ___________________________________________________________________
 ME3205* NAD 83(1997)-  41 41 49.99702(N)    086 14 07.53589(W)     ADJUSTED  
 ME3205* NAVD 88     -       223.68   (+/-2cm)     733.9    (feet)  VERTCON   
 ME3205  ___________________________________________________________________
 ME3205  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 ME3205  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 ME3205
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME3205
 ME3205.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3205
 ME3205.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 (07/19/86)  223.80   (m)          734.3    (f) LEVELING    3  
 ME3205
 ME3205.Superseded values are not recommended for survey control.
 ME3205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3205.See file dsdata.txt to determine how the superseded data were derived.
 ME3205
 ME3205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6362016442(NAD 83)
 ME3205_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ME3205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME3205'SECTION OF SOUTH BEND.  IT IS 0.1 MILE SOUTHWEST OF THE MAIN ENTRANCE
 ME3205'TO THE UNIVERSITY OF NOTRE DAME
 ME3205'STADIUM, 266 FEET WEST OF GATE 15 OF THE STADIUM, 35 FEET EAST
 ME3205'OF THE CENTER OF A PAVED ROAD AND 14 FEET
 ME3205'NORTH OF A WHITE WITNESS POST.  THE MARK IS
 ME3205'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
 ME3205'INCH ELM TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED NOTRE DAME
 ME3205'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
 ME3205'MARK IS FLUSH AND THE DISK IS STAMPED 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
 ME3205'DAME AVENUE AND 1 FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH AND
 ME3205'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.
 ME3205'
 ME3205'NO SEARCH WAS MADE FOR REFERENCE MARKS.
 ME3205'
 ME3205'OLD DESCRIPTION NOT ADEQUATE.  THE MARK IS 500 FT. (PLUS OR MINUS) SW
 ME3205'OF GATE 15, 35 FT. E OF
 ME3205'PAVEMENT, 200 FT. S OF S EDGE OF ASPHALT PARKING LOT
 ME3205'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
 ME3205'SITE OF THE
 ME3205'STATION MARK AND REFERENCE MARK 2 IS BEING PAVED AND MADE
 ME3205'INTO A PARKING LOT.  THE
 ME3205'STATION MARK WAS LOWERED 3 INCHES AT THE
 ME3205'REQUEST OF THE CONTRACTOR AND REFERENCE
 ME3205'MARK 2 WAS DESTROYED.  REFERENCE
 ME3205'MARK 1 MAY BE DESTROYED BY FUTURE CONSTRUCTION AND
 ME3205'REFERENCE
 ME3205'MARKS 3 AND 4 WERE SET.  THE DESCRIPTION IS GOOD WITH THE BELOW.
 ME3205'
 ME3205'THE STATION MARK IS 23 FEET SOUTH OF A CONCRETE RETAINING WALL
 ME3205'AND IN THE
 ME3205'NORTHWEST CORNER OF A PAVED PARKING LOT.  THE MARK IS FLUSH
 ME3205'AND THE DISK IS STAMPED NOTRE
 ME3205'DAME 1952 1968.
 ME3205'
 ME3205'REFERENCE MARK 3 IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 ME3205'TOP OF THE
 ME3205'CONCRETE RETAINING WALL AT THE NORTH EDGE OF THE LOT, 36
 ME3205'FEET EAST OF THE WEST EDGE OF
 ME3205'THE WALL.  THE DISK IS STAMPED NOTRE
 ME3205'DAME 1952 NO 3 1968.
 ME3205'
 ME3205'REFERENCE MARK 4 IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 ME3205'TOP OF THE
 ME3205'CONCRETE RETAINING WALL AT THE NORTH EDGE OF THE LOT, 1-1/2
 ME3205'FEET EAST OF THE NORTHWEST
 ME3205'CORNER OF THE WALL.  THE DISK IS STAMPED NOTRE 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 = OCTOBER  6, 2006
 ME2084 ***********************************************************************
 ME2084  DESIGNATION -  NOTRE DAME RESET 1976
 ME2084  PID         -  ME2084
 ME2084  STATE/COUNTY-  IN/ST JOSEPH
 ME2084  USGS QUAD   -  SOUTH BEND EAST (1992)
 ME2084
 ME2084                         *CURRENT SURVEY CONTROL
 ME2084  ___________________________________________________________________
 ME2084* NAD 83(1986)-  41 41 58.     (N)    086 14 16.     (W)     SCALED    
 ME2084* NAVD 88     -       223.88   (+/-2cm)     734.5    (feet)  VERTCON   
 ME2084  ___________________________________________________________________
 ME2084  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 ME2084
 ME2084  VERT ORDER  -  THIRD (See Below)
 ME2084
 ME2084.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2084
 ME2084.The geoid height was determined by GEOID03.
 ME2084
 ME2084;                    North         East    Units  Estimated Accuracy
 ME2084;SPC IN E     -   716,390.       52,460.      MT  (+/- 180 meters Scaled)
 ME2084
 ME2084                          SUPERSEDED SURVEY CONTROL
 ME2084
 ME2084  NGVD 29 (04/16/04)  224.00   (m)          734.9    (f) RESET       3  
 ME2084
 ME2084.Superseded values are not recommended for survey control.
 ME2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2084.See file dsdata.txt to determine how the superseded data were derived.
 ME2084
 ME2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM634166(NAD 83)
 ME2084_MARKER: DB = BENCH MARK 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_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 = OCTOBER  6, 2006
 LA2016 ***********************************************************************
 LA2016  DESIGNATION -  NOTTINGHAM
 LA2016  PID         -  LA2016
 LA2016  STATE/COUNTY-  IN/WELLS
 LA2016  USGS QUAD   -  PETROLEUM (1962)
 LA2016
 LA2016                         *CURRENT SURVEY CONTROL
 LA2016  ___________________________________________________________________
 LA2016* NAD 83(1997)-  40 34 40.53411(N)    085 08 58.72187(W)     ADJUSTED  
 LA2016* NAVD 88     -       274.     (meters)     899.     (feet)  SCALED    
 LA2016  ___________________________________________________________________
 LA2016  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 LA2016  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 LA2016
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2016
 LA2016.The geoid height was determined by GEOID03.
 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  =   0.99986426
 LA2016
 LA2016:                Primary Azimuth Mark                     Grid Az
 LA2016:SPC IN E     -  PENNVILLE MUNICIPAL TANK                 180 04 25.9
 LA2016:UTM  16      -  PENNVILLE MUNICIPAL TANK                 179 12 22.7
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2016.See file dsdata.txt to determine how the superseded data were derived.
 LA2016
 LA2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5661093550(NAD 83)
 LA2016_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2016_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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'IT IS ABOUT 125 FEET SOUTH OF A FARMHOUSE, 94 FEET EAST OF THE CENTER
 LA2016'OF STATE HIGHWAY 1, 81 FEET
 LA2016'NORTHEAST OF A 4 IN BY 4 IN WHITE WITNESS POST AND 63 FEET EAST
 LA2016'OF A TELEPHONE POLE.
 LA2016'
 LA2016'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 303
 LA2016'IN MONTPELIER, GO EAST ON
 LA2016'HIGHWAY 18 FOR 6.9 MILES TO STATE HIGHWAY 1, TURN LEFT AND GO NORTH
 LA2016'ON HIGHWAY 1 FOR 1.9 MILES TO
 LA2016'THE STATION ON THE RIGHT, CONTINUE NORTH ON THE HIGHWAY FOR
 LA2016'0.1 MILE TO THE AZIMUTH 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
 LA2016'NORTHEAST OF THE WITNESS POST.  THE MARK PROJECTS 6 INCHES, AND THE
 LA2016'DISK IS STAMPED NOTTINGHAM NO 1
 LA2016'1955.
 LA2016'
 LA2016'REFERENCE MARK 2 IS 35 FEET EAST OF THE CENTER OF THE HIGHWAY AND 2
 LA2016'FEET SOUTHEAST OF A FENCE
 LA2016'CORNER.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 LA2016'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
 LA2016'MARK IS A STANDARD DISK SET IN A DRILLED HOLE AT THE NORTH END OF A
 LA2016'HEADWALL OF A CONCRETE CULVERT,
 LA2016'AND THE 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'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 LA2016'DESCRIBED.
 LA2016'
 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, 88.3
 LA2016'FEET S OF SE CORNER OF MAIN BODY OF 2-STORY FRAME HOUSE, AND 94
 LA2016'FEET E OF CENTER LINE OF 22-FOOT ASPHALT HWY. PAVEMENT, STANDARD
 LA2016'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
 LA2016'METERS OR 80.15 FEET S 50 DEG 02 MIN W FROM THE STATION, ABOUT
 LA2016'60 YARDS N OF LOCAT CREST OF HWY. GRADE, 32 FEET E OF CENTER
 LA2016'LINE OF HWY., 0.2 FOOT HIGHER THAN SAME, AND 1.3 FEET E OF A
 LA2016'STEEL WITNESS POST.
 LA2016'
 LA2016'R.M. STAMPED NOTTINGHAM NO 2 1955, PROJECTS 0.2 FOOT, IS 25.756
 LA2016'METERS OR 84.50 FEET N 44 DEG 48 MIN W FROM THE STATION, 0.7
 LA2016'FOOT HIGHER THAN CENTER LINE OF THE HWY., 35 FEET E OF SAME, 24
 LA2016'FEET S OF PROJECTED PLANE OF S WALL OF HOUSE, AND 6 FEET N OF
 LA2016'CENTER LINE OF GRAVELED DRIVEWAY.
 LA2016'
 LA2016'AZIMUTH MARK STAMPED V 38 1934 IS A STANDARD BENCH MARK DISK SET
 LA2016'1.9 FEET S OF N END OF THE 8-FOOT CONCRETE HEADWALL OF A 12-INCH
 LA2016'CONCRETE PIPE CULVERT.  IT IS ABOUT 0.1 MILE N 06 DEG 32 MIN W FROM
 LA2016'THE STATION, 21 FEET E OF CENTER LINE OF THE
 LA2016'HWY., AND 2.0 FEET LOWER THAN SAME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9008 ***********************************************************************
 DG9008  CBN         -  This is a Cooperative Base Network Control Station.
 DG9008  DESIGNATION -  NPAL
 DG9008  PID         -  DG9008
 DG9008  STATE/COUNTY-  IN/HANCOCK
 DG9008  USGS QUAD   -  ACTON (1981)
 DG9008
 DG9008                         *CURRENT SURVEY CONTROL
 DG9008  ___________________________________________________________________
 DG9008* NAD 83(1997)-  39 44 57.78780(N)    085 54 49.84211(W)     ADJUSTED  
 DG9008* NAVD 88     -       255.9    (meters)     840.     (feet)  GPS OBS   
 DG9008  ___________________________________________________________________
 DG9008  X           -     349,920.186 (meters)                     COMP
 DG9008  Y           -  -4,898,235.175 (meters)                     COMP
 DG9008  Z           -   4,056,772.362 (meters)                     COMP
 DG9008  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 DG9008  ELLIP HEIGHT-         222.09  (meters)          (01/19/05) GPS OBS
 DG9008  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 DG9008
 DG9008  HORZ ORDER  -  A
 DG9008  ELLP ORDER  -  FOURTH    CLASS I
 DG9008
 DG9008.The horizontal coordinates were established by GPS observations
 DG9008.and adjusted by the National Geodetic Survey in January 2005..
 DG9008
 DG9008.The orthometric height was determined by GPS observations and a
 DG9008.high-resolution geoid model.
 DG9008
 DG9008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9008
 DG9008.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9008
 DG9008.The ellipsoidal height was determined by GPS observations
 DG9008.and is referenced to NAD 83.
 DG9008
 DG9008.The geoid height was determined by GEOID03.
 DG9008
 DG9008;                    North         East     Units Scale Factor Converg.
 DG9008;SPC IN E     -   499,721.497    78,816.218   MT  0.99997219   -0 09 29.0
 DG9008;SPC IN E     - 1,639,502.94    258,582.88   sFT  0.99997219   -0 09 29.0
 DG9008;UTM  16      - 4,400,506.079   593,052.942   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                          SUPERSEDED SURVEY CONTROL
 DG9008
 DG9008.No superseded survey control is available for this station.
 DG9008
 DG9008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK9305300506(NAD 83)
 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 - July 01, 2003
 DG9008
 DG9008  HISTORY     - Date     Condition        Report By
 DG9008  HISTORY     - 20030701 MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3256 ***********************************************************************
 JZ3256  DESIGNATION -  NUGENT
 JZ3256  PID         -  JZ3256
 JZ3256  STATE/COUNTY-  IN/DEARBORN
 JZ3256  USGS QUAD   -  HOOVEN (1992)
 JZ3256
 JZ3256                         *CURRENT SURVEY CONTROL
 JZ3256  ___________________________________________________________________
 JZ3256* NAD 83(1997)-  39 12 30.93198(N)    084 49 19.90448(W)     ADJUSTED  
 JZ3256* NAVD 88     -       281.     (meters)     922.     (feet)  SCALED    
 JZ3256  ___________________________________________________________________
 JZ3256  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 JZ3256  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ3256
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3256
 JZ3256.The geoid height was determined by GEOID03.
 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;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  =   0.99990186
 JZ3256!UTM  16      -   0.99996127  x   1.00003536  =   0.99999663
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3256.See file dsdata.txt to determine how the superseded data were derived.
 JZ3256
 JZ3256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8803442184(NAD 83)
 JZ3256_MARKER: DS = TRIANGULATION STATION DISK
 JZ3256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ1828 ***********************************************************************
 JZ1828  DESIGNATION -  O 1
 JZ1828  PID         -  JZ1828
 JZ1828  STATE/COUNTY-  IN/RIPLEY
 JZ1828  USGS QUAD   -  BATESVILLE (1993)
 JZ1828
 JZ1828                         *CURRENT SURVEY CONTROL
 JZ1828  ___________________________________________________________________
 JZ1828* NAD 83(1986)-  39 17 33.     (N)    085 13 19.     (W)     SCALED    
 JZ1828* NAVD 88     -       297.629  (meters)     976.47   (feet)  ADJUSTED  
 JZ1828  ___________________________________________________________________
 JZ1828  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ1828  DYNAMIC HT  -         297.443 (meters)     975.86  (feet)  COMP
 JZ1828  MODELED GRAV-     979,992.7   (mgal)                       NAVD 88
 JZ1828
 JZ1828  VERT ORDER  -  FIRST     CLASS II
 JZ1828
 JZ1828.The horizontal coordinates were scaled from a topographic map and have
 JZ1828.an estimated accuracy of +/- 6 seconds.
 JZ1828
 JZ1828.The orthometric height was determined by differential leveling
 JZ1828.and adjusted by the National Geodetic Survey in June 1991..
 JZ1828
 JZ1828.The geoid height was determined by GEOID03.
 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     -   449,060.      138,360.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1828.See file dsdata.txt to determine how the superseded data were derived.
 JZ1828
 JZ1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ533507(NAD 83)
 JZ1828_MARKER: DB = BENCH MARK DISK
 JZ1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1828_SP_SET: STONE
 JZ1828_STAMPING: O 1
 JZ1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1828+STABILITY: SURFACE MOTION
 JZ1828
 JZ1828  HISTORY     - Date     Condition        Report By
 JZ1828  HISTORY     - UNK      MONUMENTED       CGS
 JZ1828  HISTORY     - 1947     GOOD             NGS
 JZ1828  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ1828
 JZ1828                          STATION DESCRIPTION
 JZ1828
 JZ1828'DESCRIBED BY NATIONAL 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'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0658 ***********************************************************************
 KA0658  DESIGNATION -  O 3
 KA0658  PID         -  KA0658
 KA0658  STATE/COUNTY-  IN/PUTNAM
 KA0658  USGS QUAD   -  GREENCASTLE (1986)
 KA0658
 KA0658                         *CURRENT SURVEY CONTROL
 KA0658  ___________________________________________________________________
 KA0658* NAD 83(1986)-  39 39 38.     (N)    086 49 52.     (W)     SCALED    
 KA0658* NAVD 88     -       234.298  (meters)     768.69   (feet)  POSTED    
 KA0658  ___________________________________________________________________
 KA0658  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KA0658  DYNAMIC HT  -         234.170 (meters)     768.27  (feet)  COMP
 KA0658  MODELED GRAV-     980,055.1   (mgal)                       NAVD 88
 KA0658
 KA0658  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KA0658
 KA0658.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KA0658.rate of 1.1 thru 2.0 mm/km.
 KA0658
 KA0658.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0658.See file dsdata.txt to determine how the superseded data were derived.
 KA0658
 KA0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ144900(NAD 83)
 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     - UNK      MONUMENTED       CGS
 KA0658  HISTORY     - 1946     GOOD             NGS
 KA0658  HISTORY     - 1985     GOOD             NGS
 KA0658
 KA0658                          STATION DESCRIPTION
 KA0658
 KA0658'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2376 ***********************************************************************
 JZ2376  DESIGNATION -  O 4
 JZ2376  PID         -  JZ2376
 JZ2376  STATE/COUNTY-  IN/MADISON
 JZ2376  USGS QUAD   -  INGALLS (1981)
 JZ2376
 JZ2376                         *CURRENT SURVEY CONTROL
 JZ2376  ___________________________________________________________________
 JZ2376* NAD 83(1997)-  39 58 47.06779(N)    085 45 34.75465(W)     ADJUSTED  
 JZ2376* NAVD 88     -       264.553  (meters)     867.95   (feet)  ADJUSTED  
 JZ2376  ___________________________________________________________________
 JZ2376  X           -     361,888.997 (meters)                     COMP
 JZ2376  Y           -  -4,880,932.531 (meters)                     COMP
 JZ2376  Z           -   4,076,410.373 (meters)                     COMP
 JZ2376  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 JZ2376  ELLIP HEIGHT-         230.70  (meters)          (05/25/99) GPS OBS
 JZ2376  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ2376  DYNAMIC HT  -         264.406 (meters)     867.47  (feet)  COMP
 JZ2376  MODELED GRAV-     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
 JZ2376.and adjusted by the National Geodetic Survey in June 1991..
 JZ2376
 JZ2376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2376
 JZ2376.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2376
 JZ2376.The ellipsoidal height was determined by GPS observations
 JZ2376.and is referenced to NAD 83.
 JZ2376
 JZ2376.The geoid height was determined by GEOID03.
 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;                    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                          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
 JZ2376.Superseded values are not recommended for survey control.
 JZ2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2376.See file dsdata.txt to determine how the superseded data were derived.
 JZ2376
 JZ2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK0590826245(NAD 83)
 JZ2376_MARKER: DB = BENCH MARK DISK
 JZ2376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2376_SP_SET: CULVERT
 JZ2376_STAMPING: O 4 ELEV 868.437 FT
 JZ2376_MARK LOGO: CGS   
 JZ2376_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2376+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2003
 JZ2376
 JZ2376  HISTORY     - Date     Condition        Report By
 JZ2376  HISTORY     - UNK      MONUMENTED       CGS
 JZ2376  HISTORY     - 1947     GOOD             NGS
 JZ2376  HISTORY     - 19880620 GOOD             NGS
 JZ2376  HISTORY     - 20031202 GOOD             WOOLPT
 JZ2376
 JZ2376                          STATION DESCRIPTION
 JZ2376
 JZ2376'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1634 ***********************************************************************
 LA1634  DESIGNATION -  O 5
 LA1634  PID         -  LA1634
 LA1634  STATE/COUNTY-  IN/WABASH
 LA1634  USGS QUAD   -  WABASH (1994)
 LA1634
 LA1634                         *CURRENT SURVEY CONTROL
 LA1634  ___________________________________________________________________
 LA1634* NAD 83(1986)-  40 47 44.     (N)    085 48 50.     (W)     SCALED    
 LA1634* NAVD 88     -       207.135  (meters)     679.58   (feet)  ADJUSTED  
 LA1634  ___________________________________________________________________
 LA1634  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 LA1634  DYNAMIC HT  -         207.035 (meters)     679.25  (feet)  COMP
 LA1634  MODELED GRAV-     980,142.3   (mgal)                       NAVD 88
 LA1634
 LA1634  VERT ORDER  -  FIRST     CLASS II
 LA1634
 LA1634.The horizontal coordinates were scaled from a topographic map and have
 LA1634.an estimated accuracy of +/- 6 seconds.
 LA1634
 LA1634.The orthometric height was determined by differential leveling
 LA1634.and adjusted by the National Geodetic Survey in June 1991..
 LA1634.WARNING-Repeat measurements at this control monument indicate possible
 LA1634.vertical movement.
 LA1634
 LA1634.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1634.See file dsdata.txt to determine how the superseded data were derived.
 LA1634
 LA1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL000167(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1634
 LA1634  HISTORY     - Date     Condition        Report By
 LA1634  HISTORY     - UNK      MONUMENTED       CGS
 LA1634  HISTORY     - 1946     GOOD             NGS
 LA1634  HISTORY     - 20060908 MARK NOT FOUND   INDIV
 LA1634
 LA1634                          STATION DESCRIPTION
 LA1634
 LA1634'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA1688 ***********************************************************************
 HA1688  DESIGNATION -  O USE 1962
 HA1688  PID         -  HA1688
 HA1688  STATE/COUNTY-  IN/VANDERBURGH
 HA1688  USGS QUAD   -  WILSON (1993)
 HA1688
 HA1688                         *CURRENT SURVEY CONTROL
 HA1688  ___________________________________________________________________
 HA1688* NAD 83(1997)-  37 50 06.99861(N)    087 40 37.42980(W)     ADJUSTED  
 HA1688* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 HA1688  ___________________________________________________________________
 HA1688  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 HA1688  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 HA1688
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1688
 HA1688.The geoid height was determined by GEOID03.
 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  =   0.99963175
 HA1688
 HA1688                          SUPERSEDED SURVEY CONTROL
 HA1688
 HA1688  NAD 83(1993)-  37 50 06.99861(N)    087 40 37.42980(W) AD(       ) 2
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1688.See file dsdata.txt to determine how the superseded data were derived.
 HA1688
 HA1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG4042387755(NAD 83)
 HA1688_MARKER: DH = HORIZONTAL CONTROL DISK
 HA1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1688_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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       USE
 HA1688  HISTORY     - 19950503 MARK NOT FOUND   USPSQD
 HA1688
 HA1688                          STATION DESCRIPTION
 HA1688
 HA1688'DESCRIBED BY US 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 = OCTOBER  6, 2006
 ME2415 ***********************************************************************
 ME2415  DESIGNATION -  OAK
 ME2415  PID         -  ME2415
 ME2415  STATE/COUNTY-  IN/LA PORTE
 ME2415  USGS QUAD   -  STILLWELL (1977)
 ME2415
 ME2415                         *CURRENT SURVEY CONTROL
 ME2415  ___________________________________________________________________
 ME2415* NAD 83(1997)-  41 36 58.35519(N)    086 34 54.54373(W)     ADJUSTED  
 ME2415* NAVD 88     -       239.01   (+/-2cm)     784.2    (feet)  VERTCON   
 ME2415  ___________________________________________________________________
 ME2415  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 ME2415  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 ME2415
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2415
 ME2415.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2415
 ME2415.The geoid height was determined by GEOID03.
 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;SPC IN E     -   707,396.656    23,727.306   MT  1.00003823   -0 36 28.1
 ME2415;SPC IN E     - 2,320,850.53     77,845.34   sFT  1.00003823   -0 36 28.1
 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     -   0.99996782  x   0.99998816  =   0.99995598
 ME2415!SPC IN E     -   0.99996782  x   1.00003823  =   1.00000605
 ME2415!UTM  16      -   0.99996782  x   0.99961494  =   0.99958278
 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                                          0861128.8 |
 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 (07/19/86)  239.11   (m)          784.5    (f) LEVELING    3  
 ME2415
 ME2415.Superseded values are not recommended for survey control.
 ME2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2415.See file dsdata.txt to determine how the superseded data were derived.
 ME2415
 ME2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM3484007250(NAD 83)
 ME2415_MARKER: DS = TRIANGULATION STATION DISK
 ME2415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2415'IS 96 FEET SOUTHWEST OF THE INTERSECTION OF A GRAVEL CROSSROAD, 87
 ME2415'FEET SOUTH OF THE CENTER OF A
 ME2415'GRAVEL ROAD, 53 FEET NORTH OF THE CENTER OF A DRIVEWAY AND 38
 ME2415'FEET WEST OF THE CENTER OF A GRAVEL ROAD.
 ME2415'THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2415'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
 ME2415'GRAVEL ROAD AND 10 FEET NORTH OF A 26 INCH OAK TREE.  THE MARK IS
 ME2415'FLUSH AND THE DISK IS STAMPED OAK NO
 ME2415'1 1952.
 ME2415'
 ME2415'REFERENCE MARK NO. 2 IS 40 FEET NORTHWEST OF THE INTERSECTION OF THE
 ME2415'GRAVEL CROSSROAD, 34 FEET WEST OF
 ME2415'THE CENTER OF THE GRAVEL ROAD, 20 FEET NORTH OF THE CENTER OF THE
 ME2415'GRAVEL ROAD, 2 FEET EAST OF A
 ME2415'WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCELINE.  THE
 ME2415'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 ME2415'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
 ME2415'POST AND IN A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 ME2415'STAMPED OAK 1952.
 ME2415'
 ME2415'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 104 AND A
 ME2415'RAILROAD IN STILLWELL, GO
 ME2415'NORTHWEST ON STATE HIGHWAY 104 FOR 0.95 MILE TO STATE HIGHWAY 4, TURN
 ME2415'RIGHT ON STATE HIGHWAY 4 AND GO
 ME2415'EAST FOR 0.7 MILE TO A GRAVEL SIDE ROAD LEFT, TURN
 ME2415'LEFT AND GO NORTH FOR 1.45 MILES TO A CROSSROAD,
 ME2415'TURN RIGHT AND GO EAST FOR 1.0 MILE
 ME2415'TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH FOR 1.6 MILES TO A
 ME2415'CROSSROAD, CEMETERY IN THE
 ME2415'NORTHWEST ANGLE, AND THE STATION IN THE SOUTHWEST ANGLE AS DESCRIBED,
 ME2415'TURN RIGHT AND GO EAST FOR
 ME2415'0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 ME2415'
 ME2415'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1019 ***********************************************************************
 JA1019  DESIGNATION -  OAKLAND
 JA1019  PID         -  JA1019
 JA1019  STATE/COUNTY-  IN/GIBSON
 JA1019  USGS QUAD   -  OAKLAND CITY (1980)
 JA1019
 JA1019                         *CURRENT SURVEY CONTROL
 JA1019  ___________________________________________________________________
 JA1019* NAD 83(1997)-  38 20 20.79119(N)    087 21 07.76624(W)     ADJUSTED  
 JA1019* NAVD 88     -       152.622  (meters)     500.73   (feet)  ADJUSTED  
 JA1019  ___________________________________________________________________
 JA1019  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 JA1019  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JA1019  DYNAMIC HT  -         152.521 (meters)     500.40  (feet)  COMP
 JA1019  MODELED GRAV-     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
 JA1019.and adjusted by the National Geodetic Survey in June 1991..
 JA1019
 JA1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1019
 JA1019.The geoid height was determined by GEOID03.
 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;                    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     -   0.99998103  x   0.99997347  =   0.99995450
 JA1019!UTM  16      -   0.99998103  x   0.99961166  =   0.99959270
 JA1019
 JA1019:                Primary Azimuth Mark                     Grid Az
 JA1019:SPC IN W     -  FIRE TOWER NEAR FRITZ CORNER             101 43 01.7
 JA1019:UTM  16      -  FIRE TOWER NEAR FRITZ CORNER             101 46 07.8
 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
 JA1019.Superseded values are not recommended for survey control.
 JA1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1019.See file dsdata.txt to determine how the superseded data were derived.
 JA1019
 JA1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH6922443500(NAD 83)
 JA1019_MARKER: DS = TRIANGULATION STATION DISK
 JA1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1019_SP_SET: CONCRETE POST
 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             NGS
 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
 JA1019'EAST OF THE CENTER LINE OF LUCRETIA STREET, 103.4
 JA1019'FEET SOUTH OF THE SOUTHWEST CORNER
 JA1019'OF THE ADMINISTRATION BUILDING,
 JA1019'143.1 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 JA1019'THE GIRLS DORMATORY.
 JA1019'
 JA1019'SURFACE, UNDERGROUND AND REFERENCE MARK NO 2 ARE STANDARD BRONZE
 JA1019'DISKS SET IN CONCRETE.
 JA1019'
 JA1019'REFERENCE MARK NO 1 IS SOUTH OF THE STATION ACROSS THE STREET AND 3
 JA1019'YARDS WEST OF THE
 JA1019'CENTER LINE THEREOF.  IT IS A STANDARD DISK SET IN
 JA1019'CONCRETE IN A DRILL HOLE IN THE WEST
 JA1019'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
 JA1019'LINE THEREOF, 15 FEET NORTH-NORTHEAST OF A 10-INCH
 JA1019'MAPLE TREE, AND 9 YARDS
 JA1019'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
 JA1019'WEST ALONG THE SOUTH SIDE OF THE COLLEGE CAMPUS AND
 JA1019'8 YARDS SOUTH OF THE CENTER LINE OF
 JA1019'THE STREET, 55 YARDS WEST OF THE
 JA1019'CENTER LINE OF LUCRETIA STREET, 5 YARDS EAST-SOUTHEAST
 JA1019'OF AN 8-INCH
 JA1019'MAPLE TREE.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 JA1019'SIDEWALK AND ABOUT
 JA1019'6 INCHES NORTH OF THE SOUTH EDGE OF SAME.
 JA1019'
 JA1019'A 64-FOOT TOWER WILL CLEAR ALL LINES.
 JA1019'
 JA1019'HEIGHT OF LIGHT ABOVE STATION 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
 JA1019'DESCRIPTION FOLLOWS.
 JA1019'
 JA1019'THE STATION IS LOCATED IN OAKLAND CITY, NEAR THE INTERSECTION OF
 JA1019'COLUMBIA AND LUCRETIA
 JA1019'STREETS, ON THE OAKLAND COLLEGE CAMPUS.  IT IS 143 FEET
 JA1019'WEST-NORTHWEST OF THE BOYS
 JA1019'DOMITORY BUILDING, 64.7 FEET
 JA1019'WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF
 JA1019'STINSON HALL, 14 FEET
 JA1019'SOUTHEAST OF THE SOUTHWEST CORNER OF STINSON HALL, 50 FEET
 JA1019'EAST OF THE
 JA1019'APPROXIMATE CENTERLINE OF LUCRETIA STREET AND 12.4 FEET EAST OF
 JA1019'THE EAST EDGE OF THE
 JA1019'SIDEWALK.  THE MARK IS 5 INCHES UNDERGROUND AND
 JA1019'IS COVERED BY A ROUND CONCRETE COVER
 JA1019'WITH A BRASS LIFT RING IN THE
 JA1019'TOP.  THE DISK IS STAMPED OAKLAND 1934.
 JA1019'
 JA1019'REFERENCE MARK 1 IS SET IN A DRILL HOLE IN THE CONCRETE CURB ALONG
 JA1019'THE WEST SIDE OF
 JA1019'LUCRETIA STREET, 77 FEET NORTH OF THE NORTH EDGE OF THE
 JA1019'SIDEWALK ALONG COLUMBIA
 JA1019'STREET AND 9 FEET WEST OF THE APPROXIMATE
 JA1019'CENTERLINE OF LUCRETIA STREET.  THE DISK
 JA1019'IS STAMPED OAKLAND NO 1 1934.
 JA1019'
 JA1019'REFERENCE MARK 2 IS SET IN A DRILL HOLE IN THE CONCRETE CURB ALONG
 JA1019'THE WEST SIDE OF
 JA1019'LUCRETIA STREET, 51 FEET WEST OF THE NORTHWEST CORNER OF
 JA1019'STINSON HALL, 53 FEET
 JA1019'SOUTH OF THE SOUTH EDGE OF A DRIVEWAY AND 9
 JA1019'FEET WEST OF THE APPROXIMATE CENTERLINE
 JA1019'OF LUCRETIA STREET.  THE DISK
 JA1019'IS 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
 JA1019'SIDE OF COLUMBIA STREET.  IT IS 104 FEET WEST-NORTHWEST OF
 JA1019'THE NORTHWEST CORNER OF THE
 JA1019'COLLEGE LIBRARY BUILDING, 21.5 FEET WEST
 JA1019'OF THE WEST EDGE OF A CONCRETE WALK WHICH
 JA1019'LEADS TO A 2 STORY HOUSE
 JA1019'AND 23 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF COLUMBIA
 JA1019'STREET.  THE DISK
 JA1019'IS A STANDARD REFERENCE MARK 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
 JA1019'RAILWAY FROM THE STATION AT OAKLAND CITY, THENCE 0.15
 JA1019'MILE NORTH ALONG FRANKLIN
 JA1019'STREET, THENCE 0.1 MILE WEST ALONG COLUMBIA
 JA1019'STREET, ON THE GROUNDS OF THE OAKLAND CITY
 JA1019'COLLEGE, 166 FEET NORTH OF
 JA1019'THE CENTER LINE OF COLUMBIA STREET, 50 FEET EAST OF THE
 JA1019'CENTERLINE OF
 JA1019'LUCRETIA STREET, 44.0 FEET NORTH-NORTHEAST OF A FLAG POLE, 21.8 FEET
 JA1019'EAST OF THE EAST
 JA1019'EDGE OF A SIDEWALK, 14.0 FEET SOUTHEAST OF THE
 JA1019'SOUTHWEST CORNER OF STINSON HALL,
 JA1019'10.5 FEET SOUTH OF THE SOUTH FACE
 JA1019'OF THE BUILDING, SET IN THE TOP OF A CONCRETE POST
 JA1019'ABOUT 7 INCHES
 JA1019'BELOW THE SURFACE OF THE GROUND, ACCESS TO WHICH IS HAD BY REMOVING A
 JA1019'10-INCH CONCRETE
 JA1019'CAP, CONTAINING A BRASS RING, FROM A HOLE IN THE LAWN.
 JA1019'
 JA1019'RM 1, STAMPED OAKLAND NO 1 1934, IS 88.8 FEET SOUTHWEST AND ACROSS
 JA1019'LUCRETIA STREET
 JA1019'FROM THE STATION, 104 FEET NORTH OF THE CENTER LINE
 JA1019'OF COLUMBIA STREET, 91 FEET
 JA1019'SOUTHWEST AND ACROSS LUCRETIA STREET FROM
 JA1019'THE SOUTHWEST CORNER OF STINSON HALL, 10 FEET
 JA1019'WEST OF THE CENTER LINE
 JA1019'OF LUCRETIA STREET, 10 FEET EAST OF THE EAST EDGE OF A CONCRETE
 JA1019'SIDEWALK,
 JA1019'10.4 FEET SOUTHEAST OF AN 8-INCH OAK TREE, SET IN THE TOP
 JA1019'OF THE WEST CONCRETE CURBING
 JA1019'OF LUCRETIA STREET, ABOUT LEVEL WITH THE
 JA1019'CENTER OF THE STREET.
 JA1019'
 JA1019'RM 2, STAMPED OAKLAND NO 2 1934, IS 87.8 FEET NORTHWEST OF THE
 JA1019'STATION, 51.6 FEET
 JA1019'WEST AND ACROSS LUCRETIA STREET FROM STINSON HALL, 38.4
 JA1019'FEET SOUTHEAST OF THE
 JA1019'SOUTHEAST CORNER OF HOUSE NUMBER 126, 10 FEET
 JA1019'WEST OF THE CENTER LINE OF LUCRETIA
 JA1019'STREET, 10 FEET EAST OF THE EAST
 JA1019'EDGE OF A SIDEWALK, SET IN THE TOP OF THE WEST
 JA1019'CONCRETE CURBING OF
 JA1019'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
 JA1019'RAILWAY FROM THE STATION AT OAKLAND CITY, THENCE 0.15
 JA1019'MILE NORTH ALONG FRANKLIN
 JA1019'STREET, THENCE 0.1 MILE WEST ALONG COLUMBIA
 JA1019'STREET, 104.5 FEET WEST OF THE NORTHWEST
 JA1019'CORNER OF THE OAKLAND CITY
 JA1019'COLLEGE LIBRARY BUILDING, 84.8 FEET NORTH OF THE NORTHWEST
 JA1019'CORNER OF HOUSE
 JA1019'NUMBER 718, 23 FEET SOUTH OF THE CENTER LINE OF COLUMBIA
 JA1019'STREET, 13 FEET
 JA1019'SOUTHWEST OF TELEPHONE POLE NUMBER 659-239, 14.6 FEET
 JA1019'EAST-SOUTHEAST OF A 10-INCH MAPLE
 JA1019'TREE, SET IN THE TOP OF THE SOUTH
 JA1019'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 NATIONAL GEODETIC SURVEY 1965
 JA1019'0.6 MI NW FROM OAKLAND CITY.
 JA1019'ABOUT 0.3 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 JA1019'AT OAKLAND CITY, THENCE 0.15 MILE NORTH ALONG FRANKLIN STREET,
 JA1019'THENCE 0.1 MILE WEST ALONG COLUMBIA STREET, ON THE GROUNDS OF
 JA1019'THE OAKLAND CITY COLLEGE, 166 FEET NORTH OF THE CENTER LINE OF
 JA1019'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
 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
 JA1019'FACE OF THE BUILDING, SET IN THE TOP OF A CONCRETE POST ABOUT
 JA1019'7 INCHES BELOW THE SURFACE OF THE GROUND, ACCESS TO WHICH IS
 JA1019'HAD REMOVING A 10-INCH CONCRETE CAP, CONTAINING A BRASS RING,
 JA1019'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 = OCTOBER  6, 2006
 LA2013 ***********************************************************************
 LA2013  DESIGNATION -  OAKLAND
 LA2013  PID         -  LA2013
 LA2013  STATE/COUNTY-  IN/JAY
 LA2013  USGS QUAD   -  DOMESTIC (1992)
 LA2013
 LA2013                         *CURRENT SURVEY CONTROL
 LA2013  ___________________________________________________________________
 LA2013* NAD 83(1997)-  40 33 10.99741(N)    085 05 10.76173(W)     ADJUSTED  
 LA2013* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 LA2013  ___________________________________________________________________
 LA2013  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 LA2013  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 LA2013
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2013
 LA2013.The geoid height was determined by GEOID03.
 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     -   0.99996374  x   0.99999640  =   0.99996014
 LA2013!UTM  16      -   0.99996374  x   0.99992317  =   0.99988691
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2013.See file dsdata.txt to determine how the superseded data were derived.
 LA2013
 LA2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK6203090903(NAD 83)
 LA2013_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2013_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1022 ***********************************************************************
 JA1022  DESIGNATION -  OAKLAND AZ MK
 JA1022  PID         -  JA1022
 JA1022  STATE/COUNTY-  IN/GIBSON
 JA1022  USGS QUAD   -  OAKLAND CITY (1980)
 JA1022
 JA1022                         *CURRENT SURVEY CONTROL
 JA1022  ___________________________________________________________________
 JA1022* NAD 83(1986)-  38 20 18.     (N)    087 21 09.     (W)     SCALED    
 JA1022* NAVD 88     -       151.812  (meters)     498.07   (feet)  ADJUSTED  
 JA1022  ___________________________________________________________________
 JA1022  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JA1022  DYNAMIC HT  -         151.712 (meters)     497.74  (feet)  COMP
 JA1022  MODELED GRAV-     979,966.4   (mgal)                       NAVD 88
 JA1022
 JA1022  VERT ORDER  -  FIRST     CLASS II
 JA1022
 JA1022.The horizontal coordinates were scaled from a topographic map and have
 JA1022.an estimated accuracy of +/- 6 seconds.
 JA1022
 JA1022.The orthometric height was determined by differential leveling
 JA1022.and adjusted by the National Geodetic Survey in June 1991..
 JA1022
 JA1022.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1022.See file dsdata.txt to determine how the superseded data were derived.
 JA1022
 JA1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH691434(NAD 83)
 JA1022_MARKER: DR = REFERENCE MARK DISK
 JA1022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA1022_SP_SET: SIDEWALK
 JA1022_STAMPING: OAKLAND AZI 1934
 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             NGS
 JA1022
 JA1022                          STATION DESCRIPTION
 JA1022
 JA1022'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2005 ***********************************************************************
 JA2005  DESIGNATION -  OAKLAND MUNICIPAL TANK
 JA2005  PID         -  JA2005
 JA2005  STATE/COUNTY-  IN/GIBSON
 JA2005  USGS QUAD   -  OAKLAND CITY (1980)
 JA2005
 JA2005                         *CURRENT SURVEY CONTROL
 JA2005  ___________________________________________________________________
 JA2005* NAD 83(1997)-  38 20 28.14187(N)    087 20 26.11024(W)     ADJUSTED  
 JA2005* NAVD 88     -                                                        
 JA2005  ___________________________________________________________________
 JA2005  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 JA2005  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 JA2005
 JA2005  HORZ ORDER  -  THIRD
 JA2005
 JA2005.The horizontal coordinates were established by classical geodetic methods
 JA2005.and adjusted by the National Geodetic Survey in May 1999..
 JA2005
 JA2005
 JA2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2005
 JA2005.The geoid height was determined by GEOID03.
 JA2005
 JA2005;                    North         East     Units Scale Factor Converg.
 JA2005;SPC IN W     -   343,391.692   877,510.656   MT  0.99997289   -0 09 34.5
 JA2005;SPC IN W     - 1,126,610.91  2,878,966.21   sFT  0.99997289   -0 09 34.5
 JA2005;UTM  16      - 4,243,722.358   470,236.459   MT  0.99961091   -0 12 40.6
 JA2005
 JA2005                          SUPERSEDED SURVEY CONTROL
 JA2005
 JA2005  NAD 83(1993)-  38 20 28.14682(N)    087 20 26.11132(W) AD(       ) 4
 JA2005  NAD 83(1986)-  38 20 28.15020(N)    087 20 26.11161(W) AD(       ) 4
 JA2005  NAD 27      -  38 20 27.98000(N)    087 20 26.06000(W) AD(       ) 3
 JA2005
 JA2005.Superseded values are not recommended for survey control.
 JA2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2005.See file dsdata.txt to determine how the superseded data were derived.
 JA2005
 JA2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7023643722(NAD 83)
 JA2005_MARKER: 51 = TANK
 JA2005
 JA2005  HISTORY     - Date     Condition        Report By
 JA2005  HISTORY     - 1934     FIRST OBSERVED   CGS
 JA2005
 JA2005                          STATION DESCRIPTION
 JA2005
 JA2005'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1021 ***********************************************************************
 JA1021  DESIGNATION -  OAKLAND RM 1
 JA1021  PID         -  JA1021
 JA1021  STATE/COUNTY-  IN/GIBSON
 JA1021  USGS QUAD   -  OAKLAND CITY (1980)
 JA1021
 JA1021                         *CURRENT SURVEY CONTROL
 JA1021  ___________________________________________________________________
 JA1021* NAD 83(1986)-  38 20 20.     (N)    087 21 07.     (W)     SCALED    
 JA1021* NAVD 88     -       152.484  (meters)     500.27   (feet)  ADJUSTED  
 JA1021  ___________________________________________________________________
 JA1021  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JA1021  DYNAMIC HT  -         152.383 (meters)     499.94  (feet)  COMP
 JA1021  MODELED GRAV-     979,966.5   (mgal)                       NAVD 88
 JA1021
 JA1021  VERT ORDER  -  FIRST     CLASS II
 JA1021
 JA1021.The horizontal coordinates were scaled from a topographic map and have
 JA1021.an estimated accuracy of +/- 6 seconds.
 JA1021
 JA1021.The orthometric height was determined by differential leveling
 JA1021.and adjusted by the National Geodetic Survey in June 1991..
 JA1021
 JA1021.The geoid height was determined by GEOID03.
 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     -   343,140.      876,520.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1021.See file dsdata.txt to determine how the superseded data were derived.
 JA1021
 JA1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH692434(NAD 83)
 JA1021_MARKER: DR = REFERENCE MARK DISK
 JA1021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA1021_SP_SET: CURB
 JA1021_STAMPING: OAKLAND NO 1 1934
 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             NGS
 JA1021
 JA1021                          STATION DESCRIPTION
 JA1021
 JA1021'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1020 ***********************************************************************
 JA1020  DESIGNATION -  OAKLAND RM 2
 JA1020  PID         -  JA1020
 JA1020  STATE/COUNTY-  IN/GIBSON
 JA1020  USGS QUAD   -  OAKLAND CITY (1980)
 JA1020
 JA1020                         *CURRENT SURVEY CONTROL
 JA1020  ___________________________________________________________________
 JA1020* NAD 83(1986)-  38 20 20.     (N)    087 21 07.     (W)     SCALED    
 JA1020* NAVD 88     -       153.000  (meters)     501.97   (feet)  ADJUSTED  
 JA1020  ___________________________________________________________________
 JA1020  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JA1020  DYNAMIC HT  -         152.899 (meters)     501.64  (feet)  COMP
 JA1020  MODELED GRAV-     979,966.5   (mgal)                       NAVD 88
 JA1020
 JA1020  VERT ORDER  -  FIRST     CLASS II
 JA1020
 JA1020.The horizontal coordinates were scaled from a topographic map and have
 JA1020.an estimated accuracy of +/- 6 seconds.
 JA1020
 JA1020.The orthometric height was determined by differential leveling
 JA1020.and adjusted by the National Geodetic Survey in June 1991..
 JA1020
 JA1020.The geoid height was determined by GEOID03.
 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     -   343,140.      876,520.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1020.See file dsdata.txt to determine how the superseded data were derived.
 JA1020
 JA1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH692434(NAD 83)
 JA1020_MARKER: DR = REFERENCE MARK DISK
 JA1020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA1020_SP_SET: CURB
 JA1020_STAMPING: OAKLAND NO 2 1934
 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             NGS
 JA1020
 JA1020                          STATION DESCRIPTION
 JA1020
 JA1020'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2367 ***********************************************************************
 LB2367  DESIGNATION -  OAKLEY
 LB2367  PID         -  LB2367
 LB2367  STATE/COUNTY-  IN/MIAMI
 LB2367  USGS QUAD   -  BUNKER HILL (1994)
 LB2367
 LB2367                         *CURRENT SURVEY CONTROL
 LB2367  ___________________________________________________________________
 LB2367* NAD 83(1997)-  40 42 24.57410(N)    086 01 27.48166(W)     ADJUSTED  
 LB2367* NAVD 88     -       243.     (meters)     797.     (feet)  SCALED    
 LB2367  ___________________________________________________________________
 LB2367  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 LB2367  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 LB2367
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2367
 LB2367.The geoid height was determined by GEOID03.
 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     -   0.99996727  x   0.99997790  =   0.99994517
 LB2367!UTM  16      -   0.99996727  x   0.99968361  =   0.99965089
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2367.See file dsdata.txt to determine how the superseded data were derived.
 LB2367
 LB2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL8242106671(NAD 83)
 LB2367_MARKER: DS = TRIANGULATION STATION DISK
 LB2367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1959 ***********************************************************************
 JA1959  DESIGNATION -  OAKTOWN MUNICIPAL TANK
 JA1959  PID         -  JA1959
 JA1959  STATE/COUNTY-  IN/KNOX
 JA1959  USGS QUAD   -  OAKTOWN (1984)
 JA1959
 JA1959                         *CURRENT SURVEY CONTROL
 JA1959  ___________________________________________________________________
 JA1959* NAD 83(1997)-  38 52 21.09841(N)    087 26 24.57841(W)     ADJUSTED  
 JA1959* NAVD 88     -                                                        
 JA1959  ___________________________________________________________________
 JA1959  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 JA1959  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 JA1959
 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
 JA1959.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1959
 JA1959.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1959
 JA1959  NAD 83(1986)-  38 52 21.10745(N)    087 26 24.57689(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1959.See file dsdata.txt to determine how the superseded data were derived.
 JA1959
 JA1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6181702723(NAD 83)
 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 = OCTOBER  6, 2006
 LB2158 ***********************************************************************
 LB2158  DESIGNATION -  OCTAGON
 LB2158  PID         -  LB2158
 LB2158  STATE/COUNTY-  IN/TIPPECANOE
 LB2158  USGS QUAD   -  ROUND GROVE (1962)
 LB2158
 LB2158                         *CURRENT SURVEY CONTROL
 LB2158  ___________________________________________________________________
 LB2158* NAD 83(1997)-  40 31 45.55834(N)    087 01 49.01174(W)     ADJUSTED  
 LB2158* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 LB2158  ___________________________________________________________________
 LB2158  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 LB2158  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 LB2158
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2158
 LB2158.The geoid height was determined by GEOID03.
 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     -   0.99996936  x   0.99996692  =   0.99993628
 LB2158!UTM  16      -   0.99996936  x   0.99960008  =   0.99956945
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2158.See file dsdata.txt to determine how the superseded data were derived.
 LB2158
 LB2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK9743586510(NAD 83)
 LB2158_MARKER: DS = TRIANGULATION STATION DISK
 LB2158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2210 ***********************************************************************
 LB2210  DESIGNATION -  ODELL
 LB2210  PID         -  LB2210
 LB2210  STATE/COUNTY-  IN/TIPPECANOE
 LB2210  USGS QUAD   -  WESTPOINT (1962)
 LB2210
 LB2210                         *CURRENT SURVEY CONTROL
 LB2210  ___________________________________________________________________
 LB2210* NAD 83(1997)-  40 16 50.04092(N)    087 04 26.40895(W)     ADJUSTED  
 LB2210* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 LB2210  ___________________________________________________________________
 LB2210  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 LB2210  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 LB2210
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2210
 LB2210.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2210.See file dsdata.txt to determine how the superseded data were derived.
 LB2210
 LB2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK9370958901(NAD 83)
 LB2210_MARKER: DS = TRIANGULATION STATION DISK
 LB2210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2210
 LB2210  HISTORY     - Date     Condition        Report By
 LB2210  HISTORY     - 1948     MONUMENTED       CGS
 LB2210  HISTORY     - 1958     GOOD             CGS
 LB2210  HISTORY     - 1968     GOOD             CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2211 ***********************************************************************
 LB2211  DESIGNATION -  ODELL VORTAC ABANDONED
 LB2211  PID         -  LB2211
 LB2211  STATE/COUNTY-  IN/TIPPECANOE
 LB2211  USGS QUAD   -  WESTPOINT (1962)
 LB2211
 LB2211                         *CURRENT SURVEY CONTROL
 LB2211  ___________________________________________________________________
 LB2211* NAD 83(1997)-  40 17 04.72639(N)    087 03 33.87974(W)     ADJUSTED  
 LB2211* NAVD 88     -                                                        
 LB2211  ___________________________________________________________________
 LB2211  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 LB2211  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 LB2211
 LB2211  HORZ ORDER  -  THIRD
 LB2211
 LB2211.The horizontal coordinates were established by classical geodetic methods
 LB2211.and adjusted by the National Geodetic Survey in May 1999..
 LB2211
 LB2211
 LB2211.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2211
 LB2211.The geoid height was determined by GEOID03.
 LB2211
 LB2211;                    North         East     Units Scale Factor Converg.
 LB2211;SPC IN W     -   559,123.225   902,034.242   MT  0.99996672   +0 00 55.7
 LB2211;SPC IN W     - 1,834,390.11  2,959,424.01   sFT  0.99996672   +0 00 55.7
 LB2211;UTM  16      - 4,459,352.636   494,949.811   MT  0.99960031   -0 02 18.3
 LB2211
 LB2211                          SUPERSEDED SURVEY CONTROL
 LB2211
 LB2211  NAD 83(1986)-  40 17 04.73391(N)    087 03 33.89192(W) AD(       ) 4
 LB2211  NAD 27      -  40 17 04.60816(N)    087 03 33.83875(W) AD(       ) 3
 LB2211
 LB2211.Superseded values are not recommended for survey control.
 LB2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2211.See file dsdata.txt to determine how the superseded data were derived.
 LB2211
 LB2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK9495059353(NAD 83)
 LB2211
 LB2211  HISTORY     - Date     Condition        Report By
 LB2211  HISTORY     - 1970     MONUMENTED       NGS
 LB2211
 LB2211                          STATION DESCRIPTION
 LB2211
 LB2211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 LB2211'ODELL VORTAC (ABANDONED) IS LOCATED ABOUT 3/4 MILE EAST-SOUTHEAST
 LB2211'OF ODELL.
 LB2211'
 LB2211'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND
 LB2211'28 IN ODELL, GO EAST ON STATE HIGHWAY 28 FOR 0.7 MILE TO THE
 LB2211'VORTAC ON THE RIGHT, ABOUT 0.2 MILE SOUTH OF HIGHWAY.
 LB2211'
 LB2211'THE VORTAC IS A SQUARE BUILDING WITH A FLAT, CIRCULAR ROOF WITH
 LB2211'AN INVERTED CONE ON THE TOP.  THERE IS A SMALL WHITE POLE ON THE
 LB2211'TOP CENTER OF THE CONE AND THIS WAS THE POINT INTERSECTED.  OVERALL
 LB2211'HEIGHT OF THE STRUCTURE IS ABOUT 35 FEET.
 LB2211'
 LB2211'NOTE--THIS VORTAC WAS REPORTED TO BE NO LONGER IN USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2477 ***********************************************************************
 ME2477  DESIGNATION -  OGDEN
 ME2477  PID         -  ME2477
 ME2477  STATE/COUNTY-  IN/PORTER
 ME2477  USGS QUAD   -  PORTAGE (1992)
 ME2477
 ME2477                         *CURRENT SURVEY CONTROL
 ME2477  ___________________________________________________________________
 ME2477* NAD 83(1997)-  41 37 05.46495(N)    087 07 50.77956(W)     ADJUSTED  
 ME2477* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 ME2477  ___________________________________________________________________
 ME2477  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 ME2477  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 ME2477
 ME2477  HORZ ORDER  -  SECOND
 ME2477
 ME2477.The horizontal coordinates were established by classical geodetic methods
 ME2477.and adjusted by the National Geodetic Survey in May 1999..
 ME2477
 ME2477.The orthometric height was scaled from a topographic map.
 ME2477
 ME2477.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2477
 ME2477.The geoid height was determined by GEOID03.
 ME2477
 ME2477;                    North         East     Units Scale Factor Converg.
 ME2477;SPC IN W     -   707,212.520   896,046.386   MT  0.99996686   -0 01 53.4
 ME2477;SPC IN W     - 2,320,246.41  2,939,778.85   sFT  0.99996686   -0 01 53.4
 ME2477;UTM  16      - 4,607,393.382   489,105.264   MT  0.99960146   -0 05 12.7
 ME2477
 ME2477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2477!SPC IN W     -   0.99997486  x   0.99996686  =   0.99994172
 ME2477!UTM  16      -   0.99997486  x   0.99960146  =   0.99957633
 ME2477
 ME2477|---------------------------------------------------------------------|
 ME2477| PID    Reference Object                     Distance      Geod. Az  |
 ME2477|                                                           dddmmss.s |
 ME2477| ME2139 OGDEN 2                              33.826 METERS 01336     |
 ME2477| CM3261 OGDEN AZ MK                                        0600514.2 |
 ME2477| CM3262 OGDEN RM 1                           41.029 METERS 06632     |
 ME2477| CM3263 OGDEN RM 2                           23.540 METERS 18036     |
 ME2477|---------------------------------------------------------------------|
 ME2477
 ME2477                          SUPERSEDED SURVEY CONTROL
 ME2477
 ME2477  NAD 83(1994)-  41 37 05.47095(N)    087 07 50.78307(W) AD(       ) 2
 ME2477  NAD 83(1986)-  41 37 05.47090(N)    087 07 50.78288(W) AD(       ) 2
 ME2477  NAD 27      -  41 37 05.34370(N)    087 07 50.66420(W) AD(       ) 2
 ME2477
 ME2477.Superseded values are not recommended for survey control.
 ME2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2477.See file dsdata.txt to determine how the superseded data were derived.
 ME2477
 ME2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM8910507393(NAD 83)
 ME2477_MARKER: DS = TRIANGULATION STATION DISK
 ME2477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2477
 ME2477  HISTORY     - Date     Condition        Report By
 ME2477  HISTORY     - 1952     MONUMENTED       CGS
 ME2477  HISTORY     - 1966     SEE DESCRIPTION  CGS
 ME2477
 ME2477                          STATION DESCRIPTION
 ME2477
 ME2477'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2477'STATION IS LOCATED ABOUT 11 MILES EAST OF GARY AND 4 MILES WEST OF
 ME2477'PORTER ON PROPERTY OWNED BY MRS.
 ME2477'CATHERINE LASCO.  IT IS 83 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 ME2477'A HOUSE, 69 FEET WEST OF THE
 ME2477'CENTER OF A DRIVEWAY, 55 FEET SOUTH OF THE CENTER OF U.S.
 ME2477'HIGHWAY 12 AND 13 FEET NORTH OF A WHITE WITNESS
 ME2477'POST.  THE MARK IS FLUSH AND THE DISK IS
 ME2477'STAMPED OGDEN 1952.
 ME2477'
 ME2477'REFERENCE MARK NO. 1 IS 65 FEET EAST OF THE CENTER OF THE DRIVEWAY,
 ME2477'42 FEET SOUTH OF THE CENTER OF
 ME2477'THE HIGHWAY AND 12 FEET NORTH OF A FLAG POLE.  THE MARK IS FLUSH AND
 ME2477'THE DISK IS STAMPED OGDEN NO 1 1952.
 ME2477'
 ME2477'REFERENCE MARK NO. 2 IS 2 FEET EAST OF A FENCE LINE.  THE MARK IS
 ME2477'FLUSH AND THE DISK IS STAMPED
 ME2477'OGDEN NO 2 1952.
 ME2477'
 ME2477'AZIMUTH MARK IS 27 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 2 FEET
 ME2477'WEST OF A WHITE WITNESS POST
 ME2477'AND TELEPHONE POLE AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK
 ME2477'PROJECTS 6 INCHES AND THE DISK IS
 ME2477'STAMPED OGDEN 1952.
 ME2477'
 ME2477'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 12 AND 53
 ME2477'IN THE CENTER OF GARY, GO EAST
 ME2477'ON HIGHWAY 12 FOR 6.1 MILES TO THE COUNTY LINE ROAD, CONTINUE ON THE
 ME2477'HIGHWAY FOR 5.0 MILES TO THE
 ME2477'STATION ON THE RIGHT AS DESCRIBED.  CONTINUE ON THE HIGHWAY
 ME2477'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT
 ME2477'AS DESCRIBED.
 ME2477'
 ME2477'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2477
 ME2477                          STATION RECOVERY (1966)
 ME2477
 ME2477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 ME2477'THIS STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 ME2477'REQUEST WAS
 ME2477'RECEIVED TO MOVE THE STATION OUT OF THE WAY OF HIGHWAY CONSTRUCTION.
 ME2477'A NEW STATION WAS ESTABLISHED
 ME2477'TO THE NORTH-NORTHEAST, ON
 ME2477'LINE TO A STACK.  FOR DETAILS SEE DESCRIPTION TO
 ME2477'OGDEN 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2139 ***********************************************************************
 ME2139  DESIGNATION -  OGDEN 2
 ME2139  PID         -  ME2139
 ME2139  STATE/COUNTY-  IN/PORTER
 ME2139  USGS QUAD   -  PORTAGE (1992)
 ME2139
 ME2139                         *CURRENT SURVEY CONTROL
 ME2139  ___________________________________________________________________
 ME2139* NAD 83(1997)-  41 37 06.53063(N)    087 07 50.43603(W)     ADJUSTED  
 ME2139* NAVD 88     -       193.383  (meters)     634.46   (feet)  ADJUSTED  
 ME2139  ___________________________________________________________________
 ME2139  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 ME2139  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 ME2139  DYNAMIC HT  -         193.312 (meters)     634.22  (feet)  COMP
 ME2139  MODELED GRAV-     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.No horizontal observational check was made to the station.
 ME2139
 ME2139.The orthometric height was determined by differential leveling
 ME2139.and adjusted by the National Geodetic Survey in June 1991..
 ME2139
 ME2139.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2139
 ME2139.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2139.See file dsdata.txt to determine how the superseded data were derived.
 ME2139
 ME2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM8911307426(NAD 83)
 ME2139_MARKER: DS = TRIANGULATION STATION DISK
 ME2139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2139_SP_SET: CONCRETE POST
 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
 ME2139'AND IS ON THE
 ME2139'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
 ME2139'OF GARY, GO EAST ON U.S. 12 FOR 4.85 MILES TO THE
 ME2139'STATION ON THE LEFT.  THIS IS 0.3
 ME2139'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
 ME2139'NORTH OF THE CENTERLINE OF OLD U.S. HIGHWAY 12, 4 FEET
 ME2139'NORTH OF THE NORTH RIGHT OF WAY OF
 ME2139'THE NEW HIGHWAY AND 2.5 FEET EAST-
 ME2139'NORTHEAST OF A METAL WITNESS POST.  THE MARK IS FLUSH
 ME2139'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,
 ME2139'37 FEET NORTH OF
 ME2139'THE CENTERLINE OF THE OLD HIGHWAY, 34 FEET EAST OF A
 ME2139'METAL WITNESS POST AND 2 FEET NORTH
 ME2139'OF THE NEW HIGHWAY RIGHT OF WAY.
 ME2139'THE MARK IS FLUSH AND THE DISK IS STAMPED OGDEN 2 NO 3
 ME2139'1966.
 ME2139'
 ME2139'R.M. NO. 4 IS 40 FEET NORTH OF THE CENTERLINE OF OLD U.S. HIGHWAY
 ME2139'12, 40 FEET SOUTH
 ME2139'OF THE SOUTH RAIL OF RAILROAD TRACKS, 27 FEET WEST
 ME2139'OF A METAL WITNESS POST AND 5 FEET
 ME2139'NORTH OF THE NORTH EDGE OF THE
 ME2139'RIGHT OF WAY.  THE MARK IS FLUSH WITH THE GROUND AND
 ME2139'THE DISK IS STAMPED
 ME2139'OGDEN 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
 ME2139'FOUND IF A SEARCH WERE MADE IN THE WINTER OR SPRING
 ME2139'BEFORE THE THICK BRUSH IN THE
 ME2139'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
 ME2139'BRIDGE IS BEING BUILT ABOUT 0.3 MILE EAST OF THE
 ME2139'STATION AND WHEN THIS IS COMPLETED
 ME2139'AN AZIMUTH MARK WILL BE SET AND A
 ME2139'COMPLETE NEW DESCRIPTION FOR THE STATION WILL BE
 ME2139'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.  THE STATION IS A STANDARD NGS DISK
 ME2139'STAMPED,---OGDEN 2 1966 634.85---, SET INTO THE TOP OF A ROUND
 ME2139'CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH, WITH GROUND.
 ME2139'THE STATION IS LOCATED 39.929 METERS (131.000 FT) NORTH FROM THE
 ME2139'CENTERLINE OF THE WEST BOUND LANES OF U.S HIGHWAY 12, 12.436 METERS
 ME2139'(40.800 FT) SOUTH FROM THE SOUTH RAIL OF RAILROAD TRACK, 4.572 METERS
 ME2139'(15.000 FT) EAST FROM A 10 INCH WILD CHERRY TREE AND 0.457 METERS
 ME2139'(1.499 FT) SOUTH FROM A METAL WITNESS POST.  REFERENCE MARK NO 3 IS A
 ME2139'STANDARD, DISK STAMPED,---635.13 OGDEN 2 NO 3 1966---, SET INTO THE
 ME2139'TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES, 30 CM IN DIAMETER,
 ME2139'FLUSH, WITH GROUND.  THE STATION IS LOCATED 39.929 METERS (131.000 FT)
 ME2139'NORTH FROM THE CENTERLINE OF THE WEST BOUND LANES OF HIGHWAY 12,
 ME2139'120.802 METERS (396.331 FT) SOUTH FROM THE SOUTH RAIL, OF RAILROAD
 ME2139'TRACKS, 13.716 METERS (45.000 FT) EAST FROM THE 10 INCH WILD CHERRY
 ME2139'TREE AND 0.305 METERS (1.001 FT) WEST FROM A METAL WITNESS POST, AND
 ME2139'0.2 METERS (0.7 FT) HIGHER THAN THE STATION.  REFERENCE MARK NO 4 IS A
 ME2139'STANDARD, DISK STAMPED,---OGDEN 2 NO 4 1966---, SET INTO THE TOP OF A
 ME2139'SQUARE CONCRETE MONUMENT, 12 INCHES, 30 CM IN DIAMETER, FLUSH, WITH
 ME2139'GROUND.  THE STATION IS LOCATED 39.939 METERS (131.033 FT) NORTH FROM
 ME2139'THE CENTERLINE OF THE WEST BOUND LANES OF HIGHWAY 12, 3.353 METERS
 ME2139'(11.001 FT) WEST FROM THE 10 INCH WILD CHERRY TREE, 12.192 METERS
 ME2139'(40.000 FT) SOUTH FROM THE SOUTH RAIL OF THE RAILROAD TRACKS, AND
 ME2139'0.305 METERS (1.001 FT) EAST FROM A METAL WITNESS POST, AND 0.2 METERS
 ME2139'(0.7 FT) LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2303 ***********************************************************************
 ME2303  DESIGNATION -  OHIO
 ME2303  PID         -  ME2303
 ME2303  STATE/COUNTY-  IN/FULTON
 ME2303  USGS QUAD   -  KEWANNA (1977)
 ME2303
 ME2303                         *CURRENT SURVEY CONTROL
 ME2303  ___________________________________________________________________
 ME2303* NAD 83(1997)-  41 02 27.63265(N)    086 24 52.21833(W)     ADJUSTED  
 ME2303* NAVD 88     -       235.16   (+/-2cm)     771.5    (feet)  VERTCON   
 ME2303  ___________________________________________________________________
 ME2303  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 ME2303  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME2303
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2303
 ME2303.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2303
 ME2303.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  235.28   (m)          771.9    (f) LEVELING    3  
 ME2303
 ME2303.Superseded values are not recommended for survey control.
 ME2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2303.See file dsdata.txt to determine how the superseded data were derived.
 ME2303
 ME2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4921143475(NAD 83)
 ME2303_MARKER: DS = TRIANGULATION STATION DISK
 ME2303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HA1552 ***********************************************************************
 HA1552  DESIGNATION -  OHIO
 HA1552  PID         -  HA1552
 HA1552  STATE/COUNTY-  IN/WARRICK
 HA1552  USGS QUAD   -  NEWBURGH (1980)
 HA1552
 HA1552                         *CURRENT SURVEY CONTROL
 HA1552  ___________________________________________________________________
 HA1552* NAD 83(1997)-  37 59 55.60639(N)    087 22 38.26367(W)     ADJUSTED  
 HA1552* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 HA1552  ___________________________________________________________________
 HA1552  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 HA1552  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 HA1552
 HA1552  HORZ ORDER  -  SECOND
 HA1552
 HA1552.The horizontal coordinates were established by classical geodetic methods
 HA1552.and adjusted by the National Geodetic Survey in May 1999..
 HA1552
 HA1552.The orthometric height was scaled from a topographic map.
 HA1552
 HA1552.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1552
 HA1552.The geoid height was determined by GEOID03.
 HA1552
 HA1552;                    North         East     Units Scale Factor Converg.
 HA1552;SPC IN W     -   305,399.342   874,180.988   MT  0.99997487   -0 10 51.5
 HA1552;SPC IN W     - 1,001,964.34  2,868,042.12   sFT  0.99997487   -0 10 51.5
 HA1552;UTM  16      - 4,205,746.757   466,873.859   MT  0.99961351   -0 13 56.2
 HA1552
 HA1552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HA1552!SPC IN W     -   0.99998309  x   0.99997487  =   0.99995796
 HA1552!UTM  16      -   0.99998309  x   0.99961351  =   0.99959661
 HA1552
 HA1552:                Primary Azimuth Mark                     Grid Az
 HA1552:SPC IN W     -  OHIO AZ MK                               035 57 57.9
 HA1552:UTM  16      -  OHIO AZ MK                               036 01 02.6
 HA1552
 HA1552|---------------------------------------------------------------------|
 HA1552| PID    Reference Object                     Distance      Geod. Az  |
 HA1552|                                                           dddmmss.s |
 HA1552| CG9552 OHIO AZ MK                                         0354706.4 |
 HA1552| CG9553 OHIO RM 1                            32.528 METERS 08011     |
 HA1552| CG9554 OHIO RM 2                            70.094 METERS 19237     |
 HA1552| HA1551 ELLERBUSCH                          APPROX. 5.2 KM 2165048.3 |
 HA1552|---------------------------------------------------------------------|
 HA1552
 HA1552                          SUPERSEDED SURVEY CONTROL
 HA1552
 HA1552  NAD 83(1993)-  37 59 55.60974(N)    087 22 38.26348(W) AD(       ) 2
 HA1552  NAD 83(1986)-  37 59 55.61545(N)    087 22 38.26563(W) AD(       ) 2
 HA1552  NAD 27      -  37 59 55.45200(N)    087 22 38.24400(W) AD(       ) 2
 HA1552
 HA1552.Superseded values are not recommended for survey control.
 HA1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1552.See file dsdata.txt to determine how the superseded data were derived.
 HA1552
 HA1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH6687405747(NAD 83)
 HA1552_MARKER: DH = HORIZONTAL CONTROL DISK
 HA1552_SETTING: 0 = UNSPECIFIED SETTING
 HA1552
 HA1552  HISTORY     - Date     Condition        Report By
 HA1552  HISTORY     - 1945     MONUMENTED       CGS
 HA1552  HISTORY     - 1976     GOOD             LOCENG
 HA1552  HISTORY     - 1989     GOOD             USPSQD
 HA1552
 HA1552                          STATION DESCRIPTION
 HA1552
 HA1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 HA1552'STATION IS LOCATED IN THE FORK OF STATE HIGHWAY 261 AND A GRAVEL ROAD
 HA1552'ABOUT 7 MILES SW OF BOONVILLE AND 4 MILES NE OF NEWBURGH.  IT IS
 HA1552'49.5 FEET W OF THE APPROXIMATE CENTER OF STATE HIGHWAY 261, 30 FEET
 HA1552'SW OF A POWER POLE, 5.5 FEET W OF A STANDARD WITNESS POST, AND 174
 HA1552'FEET NNE OF THE INTERSECTION OF THE TWO ROADS.
 HA1552'
 HA1552'STATION MARK IS A BRONZE STATION DISK IN CONCRETE, STAMPED---OHIO
 HA1552'1945---AND IS FLUSH WITH THE GROUND.  UNDERGROUND MARK IS A BRONZE
 HA1552'STATION DISK IN CONCRETE.
 HA1552'
 HA1552'REFERENCE MARK 1 IS 106.72 FEET NE OF THE STATION, 28.3 FEET E OF THE
 HA1552'APPROXIMATE CENTER OF STATE HIGHWAY 261, 3 FEET N OF POWER POLE 78,
 HA1552'AND 36 FEET N OF THE NW CORNER OF THE CHURCH.  IT IS A BRONZE
 HA1552'REFERENCE DISK IN CONCRETE, STAMPED---OHIO NO. 1 1945---AND PROJECTS
 HA1552'ABOUT 2 INCHES.
 HA1552'
 HA1552'REFERENCE MARK 2 IS 229.97 FEET S OF THE STATION, 29 FEET E OF STATE
 HA1552'HIGHWAY 261, 12.5 FEET S OF A TELEPHONE POLE, AND 3 FEET NW OF
 HA1552'POWER LINE SUPPORT POLE 17405.  IT IS A BRONZE REFERENCE DISK IN
 HA1552'CONCRETE, STAMPED---OHIO NO. 2 1945---AND PROJECTS ABOUT 5 INCHES.
 HA1552'
 HA1552'THE AZIMUTH MARK IS 0.5 MILE NNE OF THE STATION, ON THE E SIDE OF
 HA1552'STATE HIGHWAY 261, 29 FEET E OF THE APPROXIMATE CENTER OF THE
 HA1552'HIGHWAY, 3 FEET S OF A TELEPHONE POLE, AND 3 FEET SW OF A STANDARD
 HA1552'WITNESS POST.  IT IS A BRONZE AZIMUTH DISK IN CONCRETE, STAMPED---OHIO
 HA1552'1945---AND PROJECTS ABOUT 4 INCHES.
 HA1552'
 HA1552'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 62
 HA1552'AND THE PUBLIC SQUARE IN BOONVILLE, GO W ON HIGHWAY 62 FOR 1 MILE
 HA1552'TO THE JUNCTION OF STATE HIGHWAY 261, TURN LEFT ON HIGHWAY 261 FOR
 HA1552'5.45 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT AHEAD
 HA1552'0.5 MILE TO A WHITE CHURCH ON THE LEFT AND A REVERSE FORK ON THE
 HA1552'RIGHT AND THE STATION IN THE FORK.
 HA1552'
 HA1552'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HA1552
 HA1552                          STATION RECOVERY (1976)
 HA1552
 HA1552'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (KK)
 HA1552'RECOVERED BY AMAX COAL CO.
 HA1552'
 HA1552'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  R.M. NO. 1 WAS NOT
 HA1552'RECOVERED.  R.M. NO. 2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 HA1552'CONDITION, BUT ARE PARTIALLY BLOCKED BY TREES AND SIGN.
 HA1552'
 HA1552'DISTANCE AND DIRECTION FROM NEAREST TOWN - 4 MILES NE OF NEWBURGH.
 HA1552
 HA1552                          STATION RECOVERY (1989)
 HA1552
 HA1552'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCR)
 HA1552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8173 ***********************************************************************
 AH8173  DESIGNATION -  OHIO
 AH8173  PID         -  AH8173
 AH8173  STATE/COUNTY-  IN/OHIO
 AH8173  USGS QUAD   -  RISING SUN (1994)
 AH8173
 AH8173                         *CURRENT SURVEY CONTROL
 AH8173  ___________________________________________________________________
 AH8173* NAD 83(1997)-  38 57 39.75653(N)    084 51 01.76216(W)     ADJUSTED  
 AH8173* NAVD 88     -       158.5    (meters)     520.     (feet)  GPS OBS   
 AH8173  ___________________________________________________________________
 AH8173  X           -     445,736.131 (meters)                     COMP
 AH8173  Y           -  -4,946,100.645 (meters)                     COMP
 AH8173  Z           -   3,989,033.367 (meters)                     COMP
 AH8173  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AH8173  ELLIP HEIGHT-         124.43  (meters)          (03/12/99) GPS OBS
 AH8173  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 AH8173
 AH8173  HORZ ORDER  -  B
 AH8173  ELLP ORDER  -  SECOND    CLASS I
 AH8173
 AH8173.The horizontal coordinates were established by GPS observations
 AH8173.and adjusted by the National Geodetic Survey in March 1999..
 AH8173
 AH8173.The orthometric height was determined by GPS observations and a
 AH8173.high-resolution geoid model.
 AH8173
 AH8173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8173
 AH8173.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8173
 AH8173.The ellipsoidal height was determined by GPS observations
 AH8173.and is referenced to NAD 83.
 AH8173
 AH8173.The geoid height was determined by GEOID03.
 AH8173
 AH8173;                    North         East     Units Scale Factor Converg.
 AH8173;SPC IN E     -   412,488.497   170,739.396   MT  1.00002826   +0 30 47.6
 AH8173;SPC IN E     - 1,353,306.01    560,167.50   sFT  1.00002826   +0 30 47.6
 AH8173;UTM  16      - 4,314,650.818   686,241.147   MT  1.00002712   +1 21 07.1
 AH8173
 AH8173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8173!SPC IN E     -   0.99998048  x   1.00002826  =   1.00000874
 AH8173!UTM  16      -   0.99998048  x   1.00002712  =   1.00000760
 AH8173
 AH8173                          SUPERSEDED SURVEY CONTROL
 AH8173
 AH8173.No superseded survey control is available for this station.
 AH8173
 AH8173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ8624114651(NAD 83)
 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 - September 18, 2002
 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
 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' 
 AH8173' 
 AH8173' 
 AH8173'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1017 ***********************************************************************
 JZ1017  DESIGNATION -  OHIO S 2
 JZ1017  PID         -  JZ1017
 JZ1017  STATE/COUNTY-  IN/OHIO
 JZ1017  USGS QUAD   -  AURORA (1981)
 JZ1017
 JZ1017                         *CURRENT SURVEY CONTROL
 JZ1017  ___________________________________________________________________
 JZ1017* NAD 83(1986)-  39 01 30.     (N)    084 53 01.     (W)     SCALED    
 JZ1017* NAVD 88     -       146.590  (meters)     480.94   (feet)  ADJUSTED  
 JZ1017  ___________________________________________________________________
 JZ1017  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JZ1017  DYNAMIC HT  -         146.498 (meters)     480.64  (feet)  COMP
 JZ1017  MODELED GRAV-     979,996.5   (mgal)                       NAVD 88
 JZ1017
 JZ1017  VERT ORDER  -  FIRST     CLASS II
 JZ1017
 JZ1017.The horizontal coordinates were scaled from a topographic map and have
 JZ1017.an estimated accuracy of +/- 6 seconds.
 JZ1017
 JZ1017.The orthometric height was determined by differential leveling
 JZ1017.and adjusted by the National Geodetic Survey in June 1991..
 JZ1017
 JZ1017.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1017.See file dsdata.txt to determine how the superseded data were derived.
 JZ1017
 JZ1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ832216(NAD 83)
 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             NGS
 JZ1017  HISTORY     - 1965     GOOD             NGS
 JZ1017  HISTORY     - 20060609 GOOD             GEOCAC
 JZ1017
 JZ1017                          STATION DESCRIPTION
 JZ1017
 JZ1017'DESCRIBED BY NATIONAL 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 NATIONAL 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 = OCTOBER  6, 2006
 HZ0786 ***********************************************************************
 HZ0786  DESIGNATION -  OHIO S 3
 HZ0786  PID         -  HZ0786
 HZ0786  STATE/COUNTY-  IN/OHIO
 HZ0786  USGS QUAD   -  ABERDEEN (1994)
 HZ0786
 HZ0786                         *CURRENT SURVEY CONTROL
 HZ0786  ___________________________________________________________________
 HZ0786* NAD 83(1986)-  38 55 07.     (N)    084 52 50.     (W)     SCALED    
 HZ0786* NAVD 88     -       145.932  (meters)     478.78   (feet)  ADJUSTED  
 HZ0786  ___________________________________________________________________
 HZ0786  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 HZ0786  DYNAMIC HT  -         145.839 (meters)     478.47  (feet)  COMP
 HZ0786  MODELED GRAV-     979,989.4   (mgal)                       NAVD 88
 HZ0786
 HZ0786  VERT ORDER  -  FIRST     CLASS II
 HZ0786
 HZ0786.The horizontal coordinates were scaled from a topographic map and have
 HZ0786.an estimated accuracy of +/- 6 seconds.
 HZ0786
 HZ0786.The orthometric height was determined by differential leveling
 HZ0786.and adjusted by the National Geodetic Survey in June 1991..
 HZ0786
 HZ0786.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0786.See file dsdata.txt to determine how the superseded data were derived.
 HZ0786
 HZ0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ837098(NAD 83)
 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             NGS
 HZ0786
 HZ0786                          STATION DESCRIPTION
 HZ0786
 HZ0786'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1500 ***********************************************************************
 MD1500  DESIGNATION -  OLIVER
 MD1500  PID         -  MD1500
 MD1500  STATE/COUNTY-  IN/LAGRANGE
 MD1500  USGS QUAD   -  WOLCOTTVILLE (1992)
 MD1500
 MD1500                         *CURRENT SURVEY CONTROL
 MD1500  ___________________________________________________________________
 MD1500* NAD 83(1997)-  41 34 37.08956(N)    085 22 28.29253(W)     ADJUSTED  
 MD1500* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 MD1500  ___________________________________________________________________
 MD1500  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 MD1500  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 MD1500
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1500
 MD1500.The geoid height was determined by GEOID03.
 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     -   0.99995911  x   0.99997397  =   0.99993308
 MD1500!UTM  16      -   0.99995911  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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1500.See file dsdata.txt to determine how the superseded data were derived.
 MD1500
 MD1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3550804085(NAD 83)
 MD1500_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1500
 MD1500  HISTORY     - Date     Condition        Report By
 MD1500  HISTORY     - 1946     MONUMENTED       CGS
 MD1500  HISTORY     - 1960     SEE DESCRIPTION  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
 MD1500'AND 2 MILES WEST FROM WOODRUFF.  IT IS 113 FEET NORTHWEST OF THE
 MD1500'INTERSECTION OF STATE HIGHWAY 9 AND A GRAVEL
 MD1500'CROSSROADS, 53 FEET SOUTHWEST OF STATE HIGHWAY 9
 MD1500'AND 37 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 MD1500'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
 MD1500'STATE HIGHWAY 9 AND 1 FOOT SOUTHWEST OF A NORTHWEST-SOUTHEAST FENCE
 MD1500'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
 MD1500'GRAVEL ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  THE MARK
 MD1500'PROJECTS ABOUT 4 INCHES AND THE
 MD1500'DISK 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,
 MD1500'32 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 9, 2 FEET
 MD1500'NORTHWEST OF A CONCRETE RIGHT OF
 MD1500'WAY POST AND 1 FOOT SOUTHEAST OF A WHITE WITNESS POST.  THE
 MD1500'MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 MD1500'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
 MD1500'SOUTH ON STATE HIGHWAY 9 FOR 5.1 MILES TO A CROSSROADS AND THE
 MD1500'STATION IN THE NORTHWEST ANGLE.
 MD1500'CONTINUE SOUTHEAST FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 MD1500'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
 MD1500'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
 MD1500'PAVEMENT OF NO. 9 IND. HWY., AND 1.7 FEET LOWER THAN SAME.  STATION
 MD1500'IS ABOUT A MILE E OF THE NE CORNER
 MD1500'OF OLIVER LAKE.
 MD1500'
 MD1500'REFERENCE MARK NO. 1 IS 43 FEET SE OF TELEPHONE POLE AND 1.6 FEET S
 MD1500'OF 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
 MD1500'MEASUREMENT.  IT IS 204 FEET W OF THE INTERSECTION OF CENTER LINES OF
 MD1500'THE TWO ROADS AND 1.0 FEET HIGHER
 MD1500'THAN 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
 MD1500'1.6 FEET N OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2388 ***********************************************************************
 LB2388  DESIGNATION -  ONWARD
 LB2388  PID         -  LB2388
 LB2388  STATE/COUNTY-  IN/CASS
 LB2388  USGS QUAD   -  ONWARD (1994)
 LB2388
 LB2388                         *CURRENT SURVEY CONTROL
 LB2388  ___________________________________________________________________
 LB2388* NAD 83(1997)-  40 41 44.90437(N)    086 11 39.49052(W)     ADJUSTED  
 LB2388* NAVD 88     -       234.10   (+/-2cm)     768.0    (feet)  VERTCON   
 LB2388  ___________________________________________________________________
 LB2388  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 LB2388  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 LB2388
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2388
 LB2388.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2388
 LB2388.The geoid height was determined by GEOID03.
 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     -   0.99996864  x   0.99999114  =   0.99995978
 LB2388!UTM  16      -   0.99996864  x   0.99965703  =   0.99962568
 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|---------------------------------------------------------------------|
 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 (07/19/86)  234.22   (m)          768.4    (f) LEVELING    3  
 LB2388
 LB2388.Superseded values are not recommended for survey control.
 LB2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2388.See file dsdata.txt to determine how the superseded data were derived.
 LB2388
 LB2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL6807105302(NAD 83)
 LB2388_MARKER: DS = TRIANGULATION STATION DISK
 LB2388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA0373 ***********************************************************************
 JA0373  DESIGNATION -  ORA 10
 JA0373  PID         -  JA0373
 JA0373  STATE/COUNTY-  IN/ORANGE
 JA0373  USGS QUAD   -  VALEENE (1993)
 JA0373
 JA0373                         *CURRENT SURVEY CONTROL
 JA0373  ___________________________________________________________________
 JA0373* NAD 83(1986)-  38 26 26.     (N)    086 27 20.     (W)     SCALED    
 JA0373* NAVD 88     -       174.979  (meters)     574.08   (feet)  ADJUSTED  
 JA0373  ___________________________________________________________________
 JA0373  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JA0373  DYNAMIC HT  -         174.857 (meters)     573.68  (feet)  COMP
 JA0373  MODELED GRAV-     979,925.3   (mgal)                       NAVD 88
 JA0373
 JA0373  VERT ORDER  -  FIRST     CLASS II
 JA0373
 JA0373.The horizontal coordinates were scaled from a topographic map and have
 JA0373.an estimated accuracy of +/- 6 seconds.
 JA0373
 JA0373.The orthometric height was determined by differential leveling
 JA0373.and adjusted by the National Geodetic Survey in June 1991..
 JA0373
 JA0373.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0373.See file dsdata.txt to determine how the superseded data were derived.
 JA0373
 JA0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH475548(NAD 83)
 JA0373_MARKER: DD = SURVEY DISK
 JA0373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0373_SP_SET: BRIDGE
 JA0373_STAMPING: ORA 10 1959
 JA0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0373
 JA0373  HISTORY     - Date     Condition        Report By
 JA0373  HISTORY     - 1959     MONUMENTED       INFCC
 JA0373  HISTORY     - 1965     GOOD             NGS
 JA0373
 JA0373                          STATION DESCRIPTION
 JA0373
 JA0373'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME2307 ***********************************************************************
 ME2307  DESIGNATION -  ORANGE
 ME2307  PID         -  ME2307
 ME2307  STATE/COUNTY-  IN/FULTON
 ME2307  USGS QUAD   -  KEWANNA (1977)
 ME2307
 ME2307                         *CURRENT SURVEY CONTROL
 ME2307  ___________________________________________________________________
 ME2307* NAD 83(1997)-  41 02 54.12326(N)    086 24 52.75455(W)     ADJUSTED  
 ME2307* NAVD 88     -       237.66   (+/-2cm)     779.7    (feet)  VERTCON   
 ME2307  ___________________________________________________________________
 ME2307  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 ME2307  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME2307
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2307
 ME2307.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2307
 ME2307.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  237.78   (m)          780.1    (f) LEVELING    3  
 ME2307
 ME2307.Superseded values are not recommended for survey control.
 ME2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2307.See file dsdata.txt to determine how the superseded data were derived.
 ME2307
 ME2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4919344291(NAD 83)
 ME2307_MARKER: DS = TRIANGULATION STATION DISK
 ME2307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2307'OF A WAGON ROAD CROSSING, 10.575 METERS (34.69
 ME2307'FEET) W OF THE W AND NEAREST RAIL.
 ME2307'THE STATION, UNDERGROUND AND
 ME2307'REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE AS
 ME2307'DESCRIBED IN
 ME2307'THE REFERENCE MARK IS ON THE SAME SIDE OF
 ME2307'THE TRACK, 15.26
 ME2307'METERS (WHICH EQUALS 50.07 FEET, BUT THE NOTES SHOW
 ME2307'A MEASUREMENT OF 46.47 FEET, IT IS
 ME2307'NOT KNOWN SHICH IS CORRECT),
 ME2307'FROM THE STATION N 02 DEG 45 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
 ME2307'STATION IS 80 PACES N FROM CENTER LINE OF THE E-W
 ME2307'ROAD CROSSING THE RAILROAD.  THE
 ME2307'STATION IS ON THE RIGHT-OF-WAY OF
 ME2307'A BRANCH OF THE PENNSYLVANIA RAILROAD, ON A CUT
 ME2307'ABOUT 6 FEET ABOVE
 ME2307'THE TRACK.  THE STATION MARK IS A STANDARD TABLET SET IN A BLOCK
 ME2307'OF CONCRETE 12
 ME2307'INCHES SQUARE.  THE REFERENCE MARK IS A STANDARD
 ME2307'TABLET SET IN A BLOCK OF CONCRETE
 ME2307'10 INCHES SQUARE.  IT IS 15.28
 ME2307'METERS (50.14 FEET) FROM THE STATION ON  SLOPE.
 ME2307'
 ME2307'TO REACH FROM E OR W, FOLLOW STATE HIGHWAY 14 TO THE JUNCTION
 ME2307'OF ROUTES 14 AND
 ME2307'17, ABOUT 0.5 MILE W OF THE RAILROAD TRACK.  THEN
 ME2307'S ON ROUTE 17 FOR 0.5 MILE, THEN E
 ME2307'ON GRAVEL ROAD 0.5 MILE TO THE
 ME2307'RAILROAD 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
 ME2307'17.  IT IS 229 FEET NORTHWEST OF THE INTERSECTION OF A GRAVEL ROAD
 ME2307'AND A RAILROAD TRACK, 36 FEET WEST
 ME2307'OF THE WEST RAIL OF THE RAILROAD TRACK, 12 FEET EAST OF A
 ME2307'NORTH-SOUTH FENCE LINE, AND 5 FEET WEST OF A
 ME2307'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 ME2307'DISK IS STAMPED ORANGE 1920 1947.  THIS STATION IS IDENTICAL
 ME2307'WITH FIRST ORDER TRAVERSE STATION ORANGE
 ME2307'1920.
 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
 ME2307'TRACK AND 15 FEET EAST OF THE FENCE LINE.  THE MARK IS FLUSH AND THE
 ME2307'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
 ME2307'THE GRAVEL ROAD AND THE RAILROAD TRACK, 37 FEET WEST OF THE WEST RAIL
 ME2307'OF THE TRACK AND 9 FEET EAST OF THE
 ME2307'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2307'ORANGE NO 2 1947.
 ME2307'
 ME2307'FIRST ORDER TRAVERSE STATION OHIO 1920 IS 0.5 MILE SOUTH OF THE
 ME2307'STATION AND WAS USED AS AN
 ME2307'AZIMUTH MARK.  IT IS 200 FEET NORTH OF THE INTERSECTION OF THE
 ME2307'RAILROAD AND A GRAVEL ROAD, 27 FEET
 ME2307'WEST OF THE WEST RAIL OF THE TRACK, 16 FEET EAST OF A NORTH-SOUTH
 ME2307'FENCE LINE, AND 2 FEET EAST OF A WHITE
 ME2307'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 ME2307'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
 ME2307'THE JUNCTION WITH STATE HIGHWAY 14 AT THE SOUTH END OF TOWN.  TURN
 ME2307'RIGHT AND GO WEST ON STATE HIGHWAY 14
 ME2307'FOR 10.25 MILES TO A RAILROAD CROSSING, CONTINUE FOR 0.65 MILE
 ME2307'TO THE JUNCTION WITH STATE HIGHWAY 17.  TURN
 ME2307'LEFT AND GO SOUTH ON STATE HIGHWAY 17 FOR 0.7
 ME2307'MILE TO A GRAVEL ROAD EAST.  GO EAST ON THE GRAVEL ROAD TO A
 ME2307'RAILROAD TRACK AND THE STATION ON THE
 ME2307'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
 ME2307'ROAD AND STATE HIGHWAY 17, TURN LEFT AND GO SOUTH FOR 0.55 MILE TO
 ME2307'A GRAVEL CROSSROAD, TURN LEFT
 ME2307'AND GO EAST ON THE GRAVEL ROAD FOR 0.3 MILE TO THE INTERSECTION
 ME2307'WITH THE RAILROAD TRACK AND THE STATION ON THE
 ME2307'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
 ME2307'DISTANCES AND DIRECTIONS TO REFERENCE MARK NO. 2 AND OHIO 1920
 ME2307'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 = OCTOBER  6, 2006
 ME2569 ***********************************************************************
 ME2569  DESIGNATION -  ORCHARD
 ME2569  PID         -  ME2569
 ME2569  STATE/COUNTY-  IN/LAKE
 ME2569  USGS QUAD   -  LEROY (1992)
 ME2569
 ME2569                         *CURRENT SURVEY CONTROL
 ME2569  ___________________________________________________________________
 ME2569* NAD 83(1997)-  41 20 06.87439(N)    087 20 07.44230(W)     ADJUSTED  
 ME2569* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 ME2569  ___________________________________________________________________
 ME2569  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 ME2569  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 ME2569
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2569
 ME2569.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2569.See file dsdata.txt to determine how the superseded data were derived.
 ME2569
 ME2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL7193676028(NAD 83)
 ME2569_MARKER: DS = TRIANGULATION STATION DISK
 ME2569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2569'BY AMANDA WOODKE.  IT IS 150 FEET NORTHEAST OF THE NORTHEAST CORNER
 ME2569'OF A HOUSE, 73 FEET NORTH OF THE
 ME2569'CENTER OF A DRIVEWAY, 25 FEET WEST OF THE CENTER OF A
 ME2569'GRAVEL ROAD AND 6 FEET SOUTH OF A FENCE CORNER
 ME2569'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
 ME2569'CENTER OF THE ROAD AND 16 FEET SOUTH OF THE CENTER OF THE DRIVEWAY.
 ME2569'THE MARK IS FLUSH AND THE DISK IS
 ME2569'STAMPED 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
 ME2569'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
 ME2569'AND 2 FEET EAST OF A FENCE LINE.  THE MARK PROJECTS 8 INCHES AND THE
 ME2569'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
 ME2569'POINT, GO SOUTH ON HIGHWAY 55 FOR 5.0 MILES TO A CROSSROAD, TURN LEFT
 ME2569'AND GO EAST FOR 1.1 MILES TO A
 ME2569'T-ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 1.5 MILE TO THE
 ME2569'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 ME2569'CONTINUE FOR 0.2 MILE TO THE STATION ON THE
 ME2569'RIGHT AS 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
 ME2569'WITH THE BELOW
 ME2569'CHANGES.
 ME2569'
 ME2569'THE STATION MARK IS 1 FOOT SOUTH OF A 6 INCH WILD CHERRY TREE, 1
 ME2569'FOOT NORTH OF A
 ME2569'METAL WITNESS POST, AND THE HOUSE MENTIONED HAS BEEN
 ME2569'TORN DOWN.
 ME2569'
 ME2569'THE AZIMUTH MARK IS 1 FOOT EAST OF A METAL WITNESS POST.
 ME2569'
 ME2569'THE AZIMUTH MARK IS 0.15 MILE SOUTH OF THE T-ROAD INTERSECTION
 ME2569'INSTEAD OF 1.5
 ME2569'MILES.
 ME2569'
 ME2569'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES NORTH OF
 ME2569'ORCHARD GROVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2421 ***********************************************************************
 ME2421  DESIGNATION -  ORDNANCE
 ME2421  PID         -  ME2421
 ME2421  STATE/COUNTY-  IN/LA PORTE
 ME2421  USGS QUAD   -  LA PORTE EAST (1991)
 ME2421
 ME2421                         *CURRENT SURVEY CONTROL
 ME2421  ___________________________________________________________________
 ME2421* NAD 83(1997)-  41 31 07.01869(N)    086 39 24.77509(W)     ADJUSTED  
 ME2421* NAVD 88     -       225.     (meters)     738.     (feet)  SCALED    
 ME2421  ___________________________________________________________________
 ME2421  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 ME2421  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME2421
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2421
 ME2421.The geoid height was determined by GEOID03.
 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     -   0.99997003  x   0.99998225  =   0.99995228
 ME2421!UTM  16      -   0.99997003  x   0.99961009  =   0.99958014
 ME2421
 ME2421:                Primary Azimuth Mark                     Grid Az
 ME2421:SPC IN W     -  KINGSBURY ORDNANCE PLANT TK 2            100 40 06.4
 ME2421:UTM  16      -  KINGSBURY ORDNANCE PLANT TK 2            100 43 25.3
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2421.See file dsdata.txt to determine how the superseded data were derived.
 ME2421
 ME2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2862996388(NAD 83)
 ME2421_MARKER: DS = TRIANGULATION STATION DISK
 ME2421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2421'OF KINGSBURY.  IT IS 100 FEET NORTHWEST OF A WHITE WITNESS POST, 80
 ME2421'FEET NORTHEAST OF T INTERSECTION OF
 ME2421'TWO PAVED ROADS AND 51 FEET SOUTH OF SOUTH RAIL OF A
 ME2421'RAILROAD.  THE MARK PROJECTS ABOUT 2 INCHES AND
 ME2421'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
 ME2421'ROAD, 33 FEET NORTHWEST OF A POWER POLE AND 3 FEET WEST OF A WHITE
 ME2421'WITNESS POST.  THE MARK PROJECTS
 ME2421'ABOUT 2 INCHES AND THE DISK IS STAMPED ORDNANCE NO 1
 ME2421'1948.
 ME2421'
 ME2421'REFERENCE MARK NO. 2 IS 137.72 FEET SOUTHWEST OF STATION.  IT IS 60
 ME2421'FEET SOUTHWEST OF INTERSECTION
 ME2421'OF PAVED ROADS AND 43 FEET SOUTH OF CENTER OF A PAVED ROAD.  THE MARK
 ME2421'PROJECTS ABOUT 2 INCHES AND THE
 ME2421'DISK 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
 ME2421'FEET NORTHEAST OF A POWER POLE AND 2 FEET NORTH OF A WHITE WITNESS
 ME2421'POST.  THE MARK PROJECTS ABOUT 2
 ME2421'INCHES AND THE DISK IS STAMPED ORDNANCE 1948.
 ME2421'
 ME2421'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 35
 ME2421'ABOUT 1-1/2 MILES
 ME2421'SOUTHEAST OF KINGSBURY, GO NORTH ON HIGHWAY 35 FOR 0.05 MILE TO PAVED
 ME2421'ROAD RIGHT, TURN RIGHT AND GO EAST
 ME2421'ON PAVED ROAD FOR 0.25 MILE TO ENTRANCE TO ORDNANCE PLATN,
 ME2421'CONTINUE EAST FOR 0.3 MILE TO GATE NO. 1,
 ME2421'CONTINUE EAST FOR 1.2 MILES TO AZIMUTH MARK
 ME2421'ON LEFT AS DESCRIBED.  CONTINUE EAST FOR 0.35 MILE TO
 ME2421'STATION ON LEFT AS DESCRIBED.
 ME2421'
 ME2421'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0619 ***********************************************************************
 JA0619  DESIGNATION -  ORIOLE
 JA0619  PID         -  JA0619
 JA0619  STATE/COUNTY-  IN/PERRY
 JA0619  USGS QUAD   -  BRANCHVILLE (1993)
 JA0619
 JA0619                         *CURRENT SURVEY CONTROL
 JA0619  ___________________________________________________________________
 JA0619* NAD 83(1997)-  38 10 48.53634(N)    086 30 07.56155(W)     ADJUSTED  
 JA0619* NAVD 88     -       256.578  (meters)     841.79   (feet)  ADJUSTED  
 JA0619  ___________________________________________________________________
 JA0619  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 JA0619  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JA0619  DYNAMIC HT  -         256.394 (meters)     841.19  (feet)  COMP
 JA0619  MODELED GRAV-     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
 JA0619.and adjusted by the National Geodetic Survey in June 1991..
 JA0619
 JA0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0619
 JA0619.The geoid height was determined by GEOID03.
 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;                    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;SPC IN E     -   325,819.446    26,803.485   MT  1.00003263   -0 30 59.2
 JA0619;SPC IN E     - 1,068,959.30     87,937.77   sFT  1.00003263   -0 30 59.2
 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!SPC IN E     -   0.99996492  x   1.00003263  =   0.99999755
 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:SPC IN E     -  ORIOLE AZ MK                             066 54 56.7
 JA0619:UTM  16      -  ORIOLE AZ MK                             066 05 29.5
 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
 JA0619.Superseded values are not recommended for survey control.
 JA0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0619.See file dsdata.txt to determine how the superseded data were derived.
 JA0619
 JA0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4360725920(NAD 83)
 JA0619_MARKER: DS = TRIANGULATION STATION DISK
 JA0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0619_STAMPING: ORIOLE 1946
 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             NGS
 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
 JA0619'SOUTHWEST CORNER OF A FIELD, 83 FEET NORTHWEST OF THE
 JA0619'CENTERLINE OF THE HIGHWAY, 47 FEET
 JA0619'SOUTHWEST OF A 12-INCH WALNUT TREE
 JA0619'AND ON THE OPPOSITE SIDE OF THE HIGHWAY FROM A BARN.
 JA0619'THE MARK IS 6
 JA0619'INCHES UNDERGROUND AND THE DISK IS STAMPED ORIOLE 1946.
 JA0619'
 JA0619'REFERENCE MARK NO 1 IS 94.64 FEET EAST OF THE STATION, 49 FEET EAST
 JA0619'OF THE 12-INCH WALNUT
 JA0619'TREE AND 40 FEET NORTHWEST OF THE CENTERLINE OF THE
 JA0619'HIGHWAY, IN A FENCELINE.  THE
 JA0619'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
 JA0619'180 FEET NORTHEAST OF A
 JA0619'FENCE CORNER AND 37 FEET NORTHWEST OF THE CENTERLINE
 JA0619'OF THE HIGHWAY, IN A FENCELINE.
 JA0619'THE MARK PROJECTS 4 INCHES AND THE
 JA0619'DISK IS STAMPED ORIOLE NO 2 1946.
 JA0619'
 JA0619'THE AZIMUTH MARK IS EAST OF THE STATION, ABOUT 100 FEET SOUTHWEST OF
 JA0619'A GRAVEYARD, 38
 JA0619'FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 66
 JA0619'AND 3 FEET WEST OF A WHITE POST.
 JA0619'THE MARK PROJECTS 4 INCHES AND THE
 JA0619'DISK 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
 JA0619'THE 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
 JA0619'TOP OF A CONCRETE POST WHICH IS 6 INCHES BELOW THE LEVEL OF THE
 JA0619'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
 JA0619'1 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
 JA0619'YARDS NORTHEAST OF THE CENTER LINE OF A GRAVELED ROAD LEADING TO THE
 JA0619'ORIOLE LAKE PICNIC GROUNDS, 6 FEET EAST OF A TELEPHONE POLE, 6 FEET
 JA0619'SOUTH OF A CONCRETE RIGHT-OF-WAY MARKER, 6 FEET NORTHWEST OF AN
 JA0619'8-INCH PINE TREE BEARING A WITNESS SHIELD ON THE NORTHWEST SIDE,
 JA0619'ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A
 JA0619'CONCRETE POST PROJECTING 3 INCHES.
 JA0619
 JA0619                          STATION RECOVERY (1965)
 JA0619
 JA0619'RECOVERY NOTE BY NATIONAL 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 = OCTOBER  6, 2006
 JA0508 ***********************************************************************
 JA0508  DESIGNATION -  ORIOLE AZ MK
 JA0508  PID         -  JA0508
 JA0508  STATE/COUNTY-  IN/PERRY
 JA0508  USGS QUAD   -  BEECHWOOD (1993)
 JA0508
 JA0508                         *CURRENT SURVEY CONTROL
 JA0508  ___________________________________________________________________
 JA0508* NAD 83(1986)-  38 11 04.     (N)    086 29 20.     (W)     SCALED    
 JA0508* NAVD 88     -       246.536  (meters)     808.84   (feet)  ADJUSTED  
 JA0508  ___________________________________________________________________
 JA0508  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JA0508  DYNAMIC HT  -         246.360 (meters)     808.27  (feet)  COMP
 JA0508  MODELED GRAV-     979,909.2   (mgal)                       NAVD 88
 JA0508
 JA0508  VERT ORDER  -  FIRST     CLASS II
 JA0508
 JA0508.The horizontal coordinates were scaled from a topographic map and have
 JA0508.an estimated accuracy of +/- 6 seconds.
 JA0508
 JA0508.The orthometric height was determined by differential leveling
 JA0508.and adjusted by the National Geodetic Survey in June 1991..
 JA0508
 JA0508.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0508.See file dsdata.txt to determine how the superseded data were derived.
 JA0508
 JA0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH447264(NAD 83)
 JA0508_MARKER: DZ = AZIMUTH MARK DISK
 JA0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0508_STAMPING: ORIOLE 1946
 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             NGS
 JA0508
 JA0508                          STATION DESCRIPTION
 JA0508
 JA0508'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0618 ***********************************************************************
 JA0618  DESIGNATION -  ORIOLE RM 1
 JA0618  PID         -  JA0618
 JA0618  STATE/COUNTY-  IN/PERRY
 JA0618  USGS QUAD   -  BRANCHVILLE (1993)
 JA0618
 JA0618                         *CURRENT SURVEY CONTROL
 JA0618  ___________________________________________________________________
 JA0618* NAD 83(1986)-  38 10 48.     (N)    086 30 07.     (W)     SCALED    
 JA0618* NAVD 88     -       255.634  (meters)     838.69   (feet)  ADJUSTED  
 JA0618  ___________________________________________________________________
 JA0618  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JA0618  DYNAMIC HT  -         255.451 (meters)     838.09  (feet)  COMP
 JA0618  MODELED GRAV-     979,905.8   (mgal)                       NAVD 88
 JA0618
 JA0618  VERT ORDER  -  FIRST     CLASS II
 JA0618
 JA0618.The horizontal coordinates were scaled from a topographic map and have
 JA0618.an estimated accuracy of +/- 6 seconds.
 JA0618
 JA0618.The orthometric height was determined by differential leveling
 JA0618.and adjusted by the National Geodetic Survey in June 1991..
 JA0618
 JA0618.The geoid height was determined by GEOID03.
 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     -   325,630.      950,940.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0618.See file dsdata.txt to determine how the superseded data were derived.
 JA0618
 JA0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH436259(NAD 83)
 JA0618_MARKER: DR = REFERENCE MARK DISK
 JA0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0618_STAMPING: ORIOLE NO 1 1946
 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             NGS
 JA0618
 JA0618                          STATION DESCRIPTION
 JA0618
 JA0618'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0620 ***********************************************************************
 JA0620  DESIGNATION -  ORIOLE RM 2
 JA0620  PID         -  JA0620
 JA0620  STATE/COUNTY-  IN/PERRY
 JA0620  USGS QUAD   -  BRANCHVILLE (1993)
 JA0620
 JA0620                         *CURRENT SURVEY CONTROL
 JA0620  ___________________________________________________________________
 JA0620* NAD 83(1986)-  38 10 48.     (N)    086 30 07.     (W)     SCALED    
 JA0620* NAVD 88     -       255.899  (meters)     839.56   (feet)  ADJUSTED  
 JA0620  ___________________________________________________________________
 JA0620  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JA0620  DYNAMIC HT  -         255.715 (meters)     838.96  (feet)  COMP
 JA0620  MODELED GRAV-     979,905.8   (mgal)                       NAVD 88
 JA0620
 JA0620  VERT ORDER  -  FIRST     CLASS II
 JA0620
 JA0620.The horizontal coordinates were scaled from a topographic map and have
 JA0620.an estimated accuracy of +/- 6 seconds.
 JA0620
 JA0620.The orthometric height was determined by differential leveling
 JA0620.and adjusted by the National Geodetic Survey in June 1991..
 JA0620
 JA0620.The geoid height was determined by GEOID03.
 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     -   325,630.      950,940.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0620.See file dsdata.txt to determine how the superseded data were derived.
 JA0620
 JA0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH436259(NAD 83)
 JA0620_MARKER: DR = REFERENCE MARK DISK
 JA0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0620_STAMPING: ORIOLE NO 2 1946
 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             NGS
 JA0620
 JA0620                          STATION DESCRIPTION
 JA0620
 JA0620'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0082 ***********************************************************************
 JA0082  DESIGNATION -  ORLEANS
 JA0082  PID         -  JA0082
 JA0082  STATE/COUNTY-  IN/ORANGE
 JA0082  USGS QUAD   -  MITCHELL (1980)
 JA0082
 JA0082                         *CURRENT SURVEY CONTROL
 JA0082  ___________________________________________________________________
 JA0082* NAD 83(1997)-  38 38 26.64808(N)    086 26 51.79776(W)     ADJUSTED  
 JA0082* NAVD 88     -       241.696  (meters)     792.96   (feet)  ADJUSTED  
 JA0082  ___________________________________________________________________
 JA0082  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 JA0082  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 JA0082  DYNAMIC HT  -         241.535 (meters)     792.44  (feet)  COMP
 JA0082  MODELED GRAV-     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
 JA0082.and adjusted by the National Geodetic Survey in June 1991..
 JA0082
 JA0082.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0082
 JA0082.The geoid height was determined by GEOID03.
 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;                    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;SPC IN E     -   376,904.363    32,000.996   MT  1.00002359   -0 29 15.9
 JA0082;SPC IN E     - 1,236,560.40    104,989.93   sFT  1.00002359   -0 29 15.9
 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     -   0.99996729  x   1.00000436  =   0.99997165
 JA0082!SPC IN E     -   0.99996729  x   1.00002359  =   0.99999088
 JA0082!UTM  16      -   0.99996729  x   0.99962845  =   0.99959575
 JA0082
 JA0082|---------------------------------------------------------------------|
 JA0082| PID    Reference Object                     Distance      Geod. Az  |
 JA0082|                                                           dddmmss.s |
 JA0082| JA0081 ORLEANS RM 1                         15.849 METERS 15225     |
 JA0082| JA1701 ORLEANS 1946 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
 JA0082.Superseded values are not recommended for survey control.
 JA0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0082.See file dsdata.txt to determine how the superseded data were derived.
 JA0082
 JA0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4806477055(NAD 83)
 JA0082_MARKER: DS = TRIANGULATION STATION DISK
 JA0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0082_STAMPING: ORLEANS 1946
 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             NGS
 JA0082  HISTORY     - 1967     GOOD             CGS
 JA0082  HISTORY     - 1983     GOOD             USE
 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 NATIONAL 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 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 = OCTOBER  6, 2006
 JA1701 ***********************************************************************
 JA1701  DESIGNATION -  ORLEANS 1946 AZ MK
 JA1701  PID         -  JA1701
 JA1701  STATE/COUNTY-  IN/ORANGE
 JA1701  USGS QUAD   -  MITCHELL (1980)
 JA1701
 JA1701                         *CURRENT SURVEY CONTROL
 JA1701  ___________________________________________________________________
 JA1701* NAD 83(1997)-  38 38 19.07823(N)    086 27 32.72338(W)     ADJUSTED  
 JA1701* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 JA1701  ___________________________________________________________________
 JA1701  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 JA1701  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 JA1701
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1701
 JA1701.The geoid height was determined by GEOID03.
 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;SPC IN E     -   376,679.430    31,009.243   MT  1.00002526   -0 29 41.3
 JA1701;SPC IN E     - 1,235,822.43    101,736.16   sFT  1.00002526   -0 29 41.3
 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     -   0.99997244  x   1.00000303  =   0.99997547
 JA1701!SPC IN E     -   0.99997244  x   1.00002526  =   0.99999770
 JA1701!UTM  16      -   0.99997244  x   0.99962729  =   0.99959974
 JA1701
 JA1701:                Primary Azimuth Mark                     Grid Az
 JA1701:SPC IN W     -  ORLEANS                                  076 20 12.3
 JA1701:SPC IN E     -  ORLEANS                                  077 13 16.8
 JA1701:UTM  16      -  ORLEANS                                  076 23 19.6
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1701.See file dsdata.txt to determine how the superseded data were derived.
 JA1701
 JA1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4707676815(NAD 83)
 JA1701_MARKER: DZ = AZIMUTH MARK DISK
 JA1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1701_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1705 ***********************************************************************
 JA1705  DESIGNATION -  ORLEANS HEISE BROS MILL STACK
 JA1705  PID         -  JA1705
 JA1705  STATE/COUNTY-  IN/ORANGE
 JA1705  USGS QUAD   -  MITCHELL (1980)
 JA1705
 JA1705                         *CURRENT SURVEY CONTROL
 JA1705  ___________________________________________________________________
 JA1705* NAD 83(1997)-  38 39 54.61883(N)    086 27 08.33555(W)     ADJUSTED  
 JA1705* NAVD 88     -                                                        
 JA1705  ___________________________________________________________________
 JA1705  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 JA1705  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JA1705
 JA1705  HORZ ORDER  -  THIRD
 JA1705
 JA1705.The horizontal coordinates were established by classical geodetic methods
 JA1705.and adjusted by the National Geodetic Survey in May 1999..
 JA1705
 JA1705
 JA1705.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1705
 JA1705.The geoid height was determined by GEOID03.
 JA1705
 JA1705;                    North         East     Units Scale Factor Converg.
 JA1705;SPC IN W     -   379,516.440   954,917.919   MT  1.00000379   +0 23 39.3
 JA1705;SPC IN W     - 1,245,130.19  3,132,926.54   sFT  1.00000379   +0 23 39.3
 JA1705;SPC IN E     -   379,620.392    31,624.283   MT  1.00002422   -0 29 27.1
 JA1705;SPC IN E     - 1,245,471.24    103,754.00   sFT  1.00002422   -0 29 27.1
 JA1705;UTM  16      - 4,279,763.698   547,647.831   MT  0.99962796   +0 20 31.9
 JA1705
 JA1705                          SUPERSEDED SURVEY CONTROL
 JA1705
 JA1705  NAD 83(1986)-  38 39 54.62391(N)    086 27 08.33822(W) AD(       ) 4
 JA1705  NAD 27      -  38 39 54.43100(N)    086 27 08.37400(W) AD(       ) 3
 JA1705
 JA1705.Superseded values are not recommended for survey control.
 JA1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1705.See file dsdata.txt to determine how the superseded data were derived.
 JA1705
 JA1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4764879764(NAD 83)
 JA1705_MARKER: 63 = STACK
 JA1705
 JA1705  HISTORY     - Date     Condition        Report By
 JA1705  HISTORY     - 1946     FIRST OBSERVED   CGS
 JA1705  HISTORY     - 1983     MARK NOT FOUND   USE
 JA1705
 JA1705                          STATION DESCRIPTION
 JA1705
 JA1705'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (WJC)
 JA1705'THIS IS AN INTERSECTION STATION.
 JA1705'
 JA1705'THE STATION IS THE TOP OF THE STACK, LOCATED INSIDE THE TANK ROOM OF
 JA1705'THE MILL IN THE NORTHEASTERN PART OF THE TOWN ABOUT 175 FEET
 JA1705'EAST OF HIGHWAY NO. 37. IT IS BUILT OF RED TILE AND IS ABOUT 125 FEET
 JA1705'HIGH.
 JA1705
 JA1705                          STATION RECOVERY (1983)
 JA1705
 JA1705'RECOVERY NOTE BY US ENGINEERS 1983 (FF)
 JA1705'INTERSECTION STATION.
 JA1705'
 JA1705'STATION NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1704 ***********************************************************************
 JA1704  DESIGNATION -  ORLEANS MUNICIPAL TANK
 JA1704  PID         -  JA1704
 JA1704  STATE/COUNTY-  IN/ORANGE
 JA1704  USGS QUAD   -  MITCHELL (1980)
 JA1704
 JA1704                         *CURRENT SURVEY CONTROL
 JA1704  ___________________________________________________________________
 JA1704* NAD 83(1997)-  38 40 34.57123(N)    086 27 10.42753(W)     ADJUSTED  
 JA1704* NAVD 88     -                                                        
 JA1704  ___________________________________________________________________
 JA1704  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 JA1704  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 JA1704
 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
 JA1704.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1704
 JA1704.The geoid height was determined by GEOID03.
 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;SPC IN E     -   380,852.778    31,584.272   MT  1.00002428   -0 29 28.9
 JA1704;SPC IN E     - 1,249,514.49    103,622.73   sFT  1.00002428   -0 29 28.9
 JA1704;UTM  16      - 4,280,994.884   547,589.928   MT  0.99962789   +0 20 30.8
 JA1704
 JA1704                          SUPERSEDED SURVEY CONTROL
 JA1704
 JA1704  NAD 83(1986)-  38 40 34.57629(N)    086 27 10.43011(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1704.See file dsdata.txt to determine how the superseded data were derived.
 JA1704
 JA1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4759080995(NAD 83)
 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             USE
 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 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 = OCTOBER  6, 2006
 JA0081 ***********************************************************************
 JA0081  DESIGNATION -  ORLEANS RM 1
 JA0081  PID         -  JA0081
 JA0081  STATE/COUNTY-  IN/ORANGE
 JA0081  USGS QUAD   -  MITCHELL (1980)
 JA0081
 JA0081                         *CURRENT SURVEY CONTROL
 JA0081  ___________________________________________________________________
 JA0081* NAD 83(1986)-  38 38 26.     (N)    086 26 51.     (W)     SCALED    
 JA0081* NAVD 88     -       240.160  (meters)     787.92   (feet)  ADJUSTED  
 JA0081  ___________________________________________________________________
 JA0081  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 JA0081  DYNAMIC HT  -         240.000 (meters)     787.40  (feet)  COMP
 JA0081  MODELED GRAV-     979,955.0   (mgal)                       NAVD 88
 JA0081
 JA0081  VERT ORDER  -  FIRST     CLASS II
 JA0081
 JA0081.The horizontal coordinates were scaled from a topographic map and have
 JA0081.an estimated accuracy of +/- 6 seconds.
 JA0081
 JA0081.The orthometric height was determined by differential leveling
 JA0081.and adjusted by the National Geodetic Survey in June 1991..
 JA0081
 JA0081.The geoid height was determined by GEOID03.
 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     -   376,790.      955,360.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0081.See file dsdata.txt to determine how the superseded data were derived.
 JA0081
 JA0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH480770(NAD 83)
 JA0081_MARKER: DR = REFERENCE MARK DISK
 JA0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0081_STAMPING: ORLEANS NO 1 1946
 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             NGS
 JA0081
 JA0081                          STATION DESCRIPTION
 JA0081
 JA0081'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ3304 ***********************************************************************
 JZ3304  DESIGNATION -  OSBORN
 JZ3304  PID         -  JZ3304
 JZ3304  STATE/COUNTY-  IN/RUSH
 JZ3304  USGS QUAD   -  MAYS (1988)
 JZ3304
 JZ3304                         *CURRENT SURVEY CONTROL
 JZ3304  ___________________________________________________________________
 JZ3304* NAD 83(1997)-  39 42 23.43569(N)    085 29 00.90416(W)     ADJUSTED  
 JZ3304* NAVD 88     -       303.3    (meters)     995.     (feet)  VERTCON   
 JZ3304  ___________________________________________________________________
 JZ3304  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 JZ3304  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ3304
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3304
 JZ3304.The geoid height was determined by GEOID03.
 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     -   0.99995774  x   0.99996970  =   0.99992744
 JZ3304!UTM  16      -   0.99995774  x   0.99980805  =   0.99976580
 JZ3304
 JZ3304:                Primary Azimuth Mark                     Grid Az
 JZ3304:SPC IN E     -  SPICELAND MUNICIPAL TANK                 014 49 27.2
 JZ3304:UTM  16      -  SPICELAND MUNICIPAL TANK                 013 58 20.2
 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 1970                     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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3304.See file dsdata.txt to determine how the superseded data were derived.
 JZ3304
 JZ3304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2999696283(NAD 83)
 JZ3304_MARKER: DS = TRIANGULATION STATION DISK
 JZ3304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2018 ***********************************************************************
 HZ2018  DESIGNATION -  OSBORN
 HZ2018  PID         -  HZ2018
 HZ2018  STATE/COUNTY-  IN/SWITZERLAND
 HZ2018  USGS QUAD   -  CARROLLTON (1994)
 HZ2018
 HZ2018                         *CURRENT SURVEY CONTROL
 HZ2018  ___________________________________________________________________
 HZ2018* NAD 83(1997)-  38 42 02.88539(N)    085 11 24.53026(W)     ADJUSTED  
 HZ2018* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 HZ2018  ___________________________________________________________________
 HZ2018  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 HZ2018  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HZ2018
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2018
 HZ2018.The geoid height was determined by GEOID03.
 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     -   0.99996595  x   0.99998782  =   0.99995377
 HZ2018!SPC KY1Z     -   0.99996595  x   1.00000841  =   0.99997436
 HZ2018!SPC KY N     -   0.99996595  x   0.99997036  =   0.99993631
 HZ2018!UTM  16      -   0.99996595  x   0.99990502  =   0.99987098
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2018.See file dsdata.txt to determine how the superseded data were derived.
 HZ2018
 HZ2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH5738285130(NAD 83)
 HZ2018_MARKER: DS = TRIANGULATION STATION DISK
 HZ2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ1037 ***********************************************************************
 HZ1037  DESIGNATION -  OSBORN AZ MK
 HZ1037  PID         -  HZ1037
 HZ1037  STATE/COUNTY-  IN/SWITZERLAND
 HZ1037  USGS QUAD   -  CARROLLTON (1994)
 HZ1037
 HZ1037                         *CURRENT SURVEY CONTROL
 HZ1037  ___________________________________________________________________
 HZ1037* NAD 83(1997)-  38 41 41.30037(N)    085 11 52.18394(W)     ADJUSTED  
 HZ1037* NAVD 88     -       147.192  (meters)     482.91   (feet)  ADJUSTED  
 HZ1037  ___________________________________________________________________
 HZ1037  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 HZ1037  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HZ1037  DYNAMIC HT  -         147.096 (meters)     482.60  (feet)  COMP
 HZ1037  MODELED GRAV-     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
 HZ1037.and adjusted by the National Geodetic Survey in June 1991..
 HZ1037
 HZ1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ1037
 HZ1037.The geoid height was determined by GEOID03.
 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;                    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     -   0.99998221  x   0.99998714  =   0.99996935
 HZ1037!SPC KY1Z     -   0.99998221  x   1.00000690  =   0.99998911
 HZ1037!SPC KY N     -   0.99998221  x   0.99996994  =   0.99995215
 HZ1037!UTM  16      -   0.99998221  x   0.99990249  =   0.99988470
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1037.See file dsdata.txt to determine how the superseded data were derived.
 HZ1037
 HZ1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH5672784451(NAD 83)
 HZ1037_MARKER: DR = REFERENCE MARK DISK
 HZ1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1037_SP_SET: 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             NGS
 HZ1037  HISTORY     - 19800321 GOOD             NGS
 HZ1037
 HZ1037                          STATION DESCRIPTION
 HZ1037
 HZ1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1939 ***********************************************************************
 JA1939  DESIGNATION -  OSBORN RESET
 JA1939  PID         -  JA1939
 JA1939  STATE/COUNTY-  IN/MARTIN
 JA1939  USGS QUAD   -  ODON (1978)
 JA1939
 JA1939                         *CURRENT SURVEY CONTROL
 JA1939  ___________________________________________________________________
 JA1939* NAD 83(1997)-  38 51 23.50000(N)    086 52 35.96729(W)     ADJUSTED  
 JA1939* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 JA1939  ___________________________________________________________________
 JA1939  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 JA1939  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JA1939
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1939
 JA1939.The geoid height was determined by GEOID03.
 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     -   0.99996954  x   0.99997063  =   0.99994018
 JA1939!UTM  16      -   0.99996954  x   0.99960141  =   0.99957097
 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
 JA1939.Superseded values are not recommended for survey control.
 JA1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1939.See file dsdata.txt to determine how the superseded data were derived.
 JA1939
 JA1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1070200863(NAD 83)
 JA1939_MARKER: X = CHISELED CROSS
 JA1939_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 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
 JA1939'0.25 NE 0.25 SEC 20, T 5 N, R 4 W, ON THE TOP OF A
 JA1939'HILL ON LAND OWNED BY JAMES OSBORN.
 JA1939'THERE IS A ROAD WHICH MARKS A
 JA1939'RIGHT-ANGLED BEND TO THE NORTH A SHORT DISTANCE
 JA1939'SOUTHWEST OF THE
 JA1939'STATION AND ANOTHER RIGHT-ANGLED BEND TO THE EAST JUST NORTHWEST
 JA1939'OF THE STATION.
 JA1939'THE HOME OF H T SUMMERVILLE IS ON THE WEST SIDE OF THE
 JA1939'NORTH-AND-SOUTH SECTION OF THIS
 JA1939'ROAD ABOUT 100 METERS WEST OF THE
 JA1939'STATION.  THE STATION IS MARKED BY A CROSS IN THE
 JA1939'TOP OF A STONE POST
 JA1939'6 INCHES SQUARE AND 30 INCHES LONG INSCRIBED WITH THE LETTERS U S C
 JA1939'AND G S.  THE
 JA1939'UNDERGROUND MARK IS AN EARTHENWARE PYRAMID WITH EDGES
 JA1939'ABOUT 6 INCHES LONG MARKED WITH
 JA1939'THE RAISED LETTERS U S C S.  THE
 JA1939'THREE REFERENCE MARKS ARE STONE POSTS 6 INCHES
 JA1939'SQUARE AND 30 INCHES
 JA1939'LONG.  THE REFERENCE MARKS ARE AT THE FOLLOWING DISTANCES AND
 JA1939'MAGNETIC
 JA1939'BEARINGS FROM THE STATION-NEAR THE FENCE EAST OF THE
 JA1939'STATION, 30.5 METERS N 70
 JA1939'DEGREE 30 MIN E, NEAR THE CORNER OF THE
 JA1939'FIELD WHERE THE TWO FENCE LINES INTERSECT,
 JA1939'56.2 METERS S 43 DEGREE 45
 JA1939'MIN E, AND NEAR THE FENCE LINE WEST OF THE STATION, 65.4
 JA1939'METERS S 23
 JA1939'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
 JA1939'AND BATTERED, THE
 JA1939'OLD MARK WAS REMOVED AND A STANDARD DISK CEMENTED
 JA1939'IN THE TOP OF AN IRREGULAR MASS OF
 JA1939'CONCRETE OVER THE CENTER OF THE
 JA1939'UNDERGROUND MARK.  THE OLD REFERENCE MARK DESCRIBED
 JA1939'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,
 JA1939'THE OTHER REFERENCE MARKS HAD BEEN DESTROYED.  TWO
 JA1939'NEW REFERENCE MARKS, REFERENCE MARK
 JA1939'NO 1 AND AZIMUTH MARK, WERE ESTABLISHED.
 JA1939'
 JA1939'LOCATED ON THE HIGHEST POINT AND NEAR THE NORTHERN END OF A HILL,
 JA1939'FORMERLY OWNED BY
 JA1939'JAMES OSBORN, BUT NOW OWNED BY ALFRED MARSHALL,
 JA1939'ABOUT 2.5 MILES NORTH-NORTHEAST OF
 JA1939'BURNS CITY AND 6.5 MILES
 JA1939'EAST-NORTHEAST OF ODON.  THE STATION IS IN THE
 JA1939'CLEARED AREA, 60 FEET
 JA1939'SOUTH OF THE CENTER LINE OF MAIN ROAD, AND 90 FEET WEST OF WOODS
 JA1939'LINE.
 JA1939'
 JA1939'TO REACH FROM THE MAIN CROSSROADS AT BURNS CITY, GO EAST ON STATE
 JA1939'HIGHWAY 58 FOR 3.0
 JA1939'MILES AND TURN SHARP LEFT UP HILL AT ROAD FORKS,
 JA1939'PROCEED 0.8 MILE TO A T-ROAD RIGHT,
 JA1939'TURN RIGHT AND CONTINUE 0.3 MILE,
 JA1939'KEEP STRAIGHT AHEAD AT A T-ROAD LEFT, PROCEED 0.3 MILE
 JA1939'TO THE TOP OF
 JA1939'RIDGE AND STATION.
 JA1939'
 JA1939'REFERENCE MARK NO 1, IS NORTH-NORTHWEST OF STATION ON THE
 JA1939'DOWNWARD SLOPE OF
 JA1939'HILL, 54 FEET NORTH-NORTHWEST OF THE CENTER LINE OF MAIN 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
 JA1939'ON WEST BANK OF
 JA1939'ROAD, 16 FEET NORTH OF 24-INCH WILD CHERRY TREE, AND
 JA1939'17 FEET 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.
 JA1939'A DRY-WEATHER CLAY ROAD LEADS NORTH FROM BURNS
 JA1939'CITY (ON STATE HIGHWAY 58) TO THIS
 JA1939'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
 JA1939'GRAVEL ROAD TO LEFT ABOUT 1.25 MILES, THEN BY DIRT
 JA1939'ROAD TO RIGHT ABOUT 0.5 MILE TO TOP
 JA1939'OF HILL IN FRONT OF THE HOUSE
 JA1939'WHERE H T SUMMERVILLE LIVED AT THE TIME THE STATION
 JA1939'WAS ESTABLISHED.
 JA1939'FROM THIS POINT ORIGINAL ROAD TO THE NORTH HAS BEEN ABANDONED AND
 JA1939'TRAVEL IS BY A
 JA1939'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
 JA1939'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
 JA1939'OF CONCRETE.  IT IS
 JA1939'1.760 METERS (5.775 FEET) SOUTH OF OSBORN RM NO 3
 JA1939'1946 AND 4 FEET NORTH OF THE NORTH
 JA1939'EDGE OF AN EXCAVATION.  THE MARK
 JA1939'IS 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
 JA1939'WORK, AND ALL OBSERVATIONS WERE MADE FOR OSBORN RM NO 3 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1940 ***********************************************************************
 JA1940  DESIGNATION -  OSBORN RM 3
 JA1940  PID         -  JA1940
 JA1940  STATE/COUNTY-  IN/MARTIN
 JA1940  USGS QUAD   -  ODON (1978)
 JA1940
 JA1940                         *CURRENT SURVEY CONTROL
 JA1940  ___________________________________________________________________
 JA1940* NAD 83(1997)-  38 51 23.54848(N)    086 52 35.92878(W)     ADJUSTED  
 JA1940* NAVD 88     -       226.82   (+/-2cm)     744.2    (feet)  VERTCON   
 JA1940  ___________________________________________________________________
 JA1940  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 JA1940  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JA1940
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1940
 JA1940.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1940
 JA1940.The geoid height was determined by GEOID03.
 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     -   0.99996955  x   0.99997063  =   0.99994019
 JA1940!UTM  16      -   0.99996955  x   0.99960141  =   0.99957098
 JA1940
 JA1940:                Primary Azimuth Mark                     Grid Az
 JA1940:SPC IN W     -  CRANE NAVAL DEPOT WATER TANK 5           021 56 01.1
 JA1940:UTM  16      -  CRANE NAVAL DEPOT WATER TANK 5           021 59 09.3
 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 (07/19/86)  226.94   (m)          744.6    (f) LEVELING    3  
 JA1940
 JA1940.Superseded values are not recommended for survey control.
 JA1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1940.See file dsdata.txt to determine how the superseded data were derived.
 JA1940
 JA1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1070300864(NAD 83)
 JA1940_MARKER: DR = REFERENCE MARK DISK
 JA1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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,
 JA1940'CRANE BASE, AND ABOUT 1 MILE NORTHWEST OF A
 JA1940'PROMINENT WATER TOWER THAT IS BUILT
 JA1940'OVER AND AROUND AN OLD FOREST
 JA1940'SERVICE LOOKOUT TOWER, ABOUT 210 FEET NORTHEAST OF THE
 JA1940'NORTHEAST
 JA1940'CORNER OF MAGAZINE NUMBER 569, AND IT IS 13 FEET NORTH OF THE NORTH
 JA1940'EDGE OF AN
 JA1940'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
 JA1940'26-INCH BLACK OAK TREE.  THE MARK PROJECTS 8 INCHES
 JA1940'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
 JA1940'NORTHEAST CORNER OF MAGAZINE NUMBER 569, AND 26 FEET
 JA1940'SOUTHEAST OF AN 18-INCH BLACK
 JA1940'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
 JA1940'ROAD, AND 2.5 FEET SOUTH OF A WITNESS POST.  THE MARK
 JA1940'PROJECTS 4 INCHES AND THE
 JA1940'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
 JA1940'TO A CROSSROAD, TURN LEFT AND GO NORTH ON MAIN ROAD FOR
 JA1940'0.8 MILE TO A FORK, TAKE LEFT
 JA1940'FORK AND CONTINUE NORTH 0.5 MILE TO A
 JA1940'POINT JUST NORTH OF RAILROAD SECTION HOUSE NO 2.
 JA1940'HERE GO LEFT OR
 JA1940'WEST FOR 0.1 MILE CROSSING TWO RAILROAD TRACKS, THENCE RIGHT ON
 JA1940'GRAVEL ROAD FOR
 JA1940'0.6 MILE TO A POINT WHERE RAILROAD AND GRAVELED ROAD
 JA1940'MAKE A CURVE TO THE LEFT, THENCE
 JA1940'RIGHT ACROSS TRACKS ON A TRACK ROAD
 JA1940'FOR 0.4 MILE TO MAGAZINE NO 569, THENCE RIGHT
 JA1940'AROUND THE NORTH SIDE
 JA1940'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
 JA1940'A MAIN GRAVELED ROAD, THENCE RIGHT ON GRAVELED ROAD
 JA1940'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
 JA1940'DESCRIBED AND FOUND IN GOOD CONDITION.  THE ORIGINAL
 JA1940'DESCRIPTION IS ADEQUATE FOR
 JA1940'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3305 ***********************************************************************
 JZ3305  DESIGNATION -  OSBORN RM A 1970
 JZ3305  PID         -  JZ3305
 JZ3305  STATE/COUNTY-  IN/RUSH
 JZ3305  USGS QUAD   -  MAYS (1988)
 JZ3305
 JZ3305                         *CURRENT SURVEY CONTROL
 JZ3305  ___________________________________________________________________
 JZ3305* NAD 83(1997)-  39 42 23.55984(N)    085 28 59.74221(W)     ADJUSTED  
 JZ3305* NAVD 88     -       303.2    (meters)     995.     (feet)  VERTCON   
 JZ3305  ___________________________________________________________________
 JZ3305  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 JZ3305  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ3305
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3305
 JZ3305.The geoid height was determined by GEOID03.
 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     -   0.99995776  x   0.99996971  =   0.99992747
 JZ3305!UTM  16      -   0.99995776  x   0.99980814  =   0.99976591
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3305.See file dsdata.txt to determine how the superseded data were derived.
 JZ3305
 JZ3305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ3002496287(NAD 83)
 JZ3305_MARKER: DS = TRIANGULATION STATION DISK
 JZ3305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JZ3333 ***********************************************************************
 JZ3333  DESIGNATION -  OSGOOD MUNICIPAL TANK
 JZ3333  PID         -  JZ3333
 JZ3333  STATE/COUNTY-  IN/RIPLEY
 JZ3333  USGS QUAD   -  OSGOOD (1993)
 JZ3333
 JZ3333                         *CURRENT SURVEY CONTROL
 JZ3333  ___________________________________________________________________
 JZ3333* NAD 83(1997)-  39 07 39.42173(N)    085 17 42.51460(W)     ADJUSTED  
 JZ3333* NAVD 88     -                                                        
 JZ3333  ___________________________________________________________________
 JZ3333  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 JZ3333  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ3333
 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
 JZ3333.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3333
 JZ3333.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3333
 JZ3333  NAD 83(1995)-  39 07 39.42468(N)    085 17 42.51342(W) AD(       ) 4
 JZ3333  NAD 83(1993)-  39 07 39.42575(N)    085 17 42.51653(W) AD(       ) 4
 JZ3333  NAD 83(1986)-  39 07 39.42365(N)    085 17 42.51664(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3333.See file dsdata.txt to determine how the superseded data were derived.
 JZ3333
 JZ3333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4736532322(NAD 83)
 JZ3333_MARKER: 53 = ELEVATED TANK
 JZ3333
 JZ3333  HISTORY     - Date     Condition        Report By
 JZ3333  HISTORY     - 1939     FIRST OBSERVED   CGS
 JZ3333
 JZ3333                          STATION DESCRIPTION
 JZ3333
 JZ3333'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 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 = OCTOBER  6, 2006
 JZ3334 ***********************************************************************
 JZ3334  DESIGNATION -  OSGOOD ST JOHNS CATH CH SPIRE
 JZ3334  PID         -  JZ3334
 JZ3334  STATE/COUNTY-  IN/RIPLEY
 JZ3334  USGS QUAD   -  OSGOOD (1993)
 JZ3334
 JZ3334                         *CURRENT SURVEY CONTROL
 JZ3334  ___________________________________________________________________
 JZ3334* NAD 83(1997)-  39 07 59.47775(N)    085 17 19.62800(W)     ADJUSTED  
 JZ3334* NAVD 88     -                                                        
 JZ3334  ___________________________________________________________________
 JZ3334  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 JZ3334  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ3334
 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
 JZ3334.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3334
 JZ3334.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3334
 JZ3334  NAD 83(1995)-  39 07 59.47909(N)    085 17 19.62673(W) AD(       ) 4
 JZ3334  NAD 83(1993)-  39 07 59.48052(N)    085 17 19.62986(W) AD(       ) 4
 JZ3334  NAD 83(1986)-  39 07 59.47948(N)    085 17 19.62989(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3334.See file dsdata.txt to determine how the superseded data were derived.
 JZ3334
 JZ3334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ4790332951(NAD 83)
 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 = OCTOBER  6, 2006
 LA2001 ***********************************************************************
 LA2001  DESIGNATION -  OSSIAN
 LA2001  PID         -  LA2001
 LA2001  STATE/COUNTY-  IN/WELLS
 LA2001  USGS QUAD   -  OSSIAN (1981)
 LA2001
 LA2001                         *CURRENT SURVEY CONTROL
 LA2001  ___________________________________________________________________
 LA2001* NAD 83(1997)-  40 52 41.49746(N)    085 09 50.09096(W)     ADJUSTED  
 LA2001* NAVD 88     -       256.     (meters)     840.     (feet)  SCALED    
 LA2001  ___________________________________________________________________
 LA2001  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 LA2001  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 LA2001
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2001
 LA2001.The geoid height was determined by GEOID03.
 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     -   0.99996512  x   0.99998876  =   0.99995388
 LA2001!UTM  16      -   0.99996512  x   0.99989458  =   0.99985971
 LA2001
 LA2001|---------------------------------------------------------------------|
 LA2001| PID    Reference Object                     Distance      Geod. Az  |
 LA2001|                                                           dddmmss.s |
 LA2001| LA2000 OSSIAN MUNICIPAL TANK 1955           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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2001.See file dsdata.txt to determine how the superseded data were derived.
 LA2001
 LA2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5470526858(NAD 83)
 LA2001_MARKER: DS = TRIANGULATION STATION DISK
 LA2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2001_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LA2001_STAMPING: OSSIAN 1955
 LA2001_MARK LOGO: CGS   
 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 = OCTOBER  6, 2006
 LA2000 ***********************************************************************
 LA2000  DESIGNATION -  OSSIAN MUNICIPAL TANK 1955
 LA2000  PID         -  LA2000
 LA2000  STATE/COUNTY-  IN/WELLS
 LA2000  USGS QUAD   -  OSSIAN (1981)
 LA2000
 LA2000                         *CURRENT SURVEY CONTROL
 LA2000  ___________________________________________________________________
 LA2000* NAD 83(1997)-  40 52 42.86842(N)    085 09 49.90923(W)     ADJUSTED  
 LA2000* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 LA2000  ___________________________________________________________________
 LA2000  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 LA2000  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 LA2000
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2000
 LA2000.The geoid height was determined by GEOID03.
 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     -   0.99996528  x   0.99998876  =   0.99995404
 LA2000!UTM  16      -   0.99996528  x   0.99989460  =   0.99985988
 LA2000
 LA2000                          SUPERSEDED SURVEY CONTROL
 LA2000
 LA2000  NAD 83(1995)-  40 52 42.86807(N)    085 09 49.91439(W) AD(       ) 4
 LA2000  NAD 83(1986)-  40 52 42.87085(N)    085 09 49.92340(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2000.See file dsdata.txt to determine how the superseded data were derived.
 LA2000
 LA2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5470926900(NAD 83)
 LA2000
 LA2000  HISTORY     - Date     Condition        Report By
 LA2000  HISTORY     - 1955     MONUMENTED       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 = OCTOBER  6, 2006
 ME2445 ***********************************************************************
 ME2445  DESIGNATION -  OTIS RESET
 ME2445  PID         -  ME2445
 ME2445  STATE/COUNTY-  IN/LA PORTE
 ME2445  USGS QUAD   -  WESTVILLE (1977)
 ME2445
 ME2445                         *CURRENT SURVEY CONTROL
 ME2445  ___________________________________________________________________
 ME2445* NAD 83(1997)-  41 35 18.66490(N)    086 52 35.38952(W)     ADJUSTED  
 ME2445* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 ME2445  ___________________________________________________________________
 ME2445  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 ME2445  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME2445
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2445
 ME2445.The geoid height was determined by GEOID03.
 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     -   0.99996343  x   0.99997033  =   0.99993377
 ME2445!UTM  16      -   0.99996343  x   0.99960130  =   0.99956475
 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
 ME2445.Superseded values are not recommended for survey control.
 ME2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2445.See file dsdata.txt to determine how the superseded data were derived.
 ME2445
 ME2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM1029404099(NAD 83)
 ME2445_MARKER: V = STONE MONUMENT
 ME2445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2445'METERS (208 FEET) EAST OF THE SECTION LINE
 ME2445'BETWEEN SECTION 9 AND 10.  THE
 ME2445'STATION IS MARKED BY A 1/2-INCH
 ME2445'DRILL HOLE IN A CUT STONE 6 BY 6 BY 24 INCHES,
 ME2445'SET VERTICALLY IN
 ME2445'THE GROUND WITH THE TOP ABOUT 3 FEET BELOW THE SURFACE AND
 ME2445'DIRECTLY ABOVE
 ME2445'THIS IS ANOTHER STONE RISING TO WITHIN 6 INCHES OF
 ME2445'THE SURFACE.  TWO
 ME2445'REFERENCE STONES ARE SET IN THE ROAD NORTH OF
 ME2445'THE STATION, ONE IS N. 45 DEG W.
 ME2445'DISTANT 49.36 METERS (161.9 FEET),
 ME2445'AND THE OTHER IS N. 38 DEG 30 MIN E. DISTANT 49M32
 ME2445'METERS (155.2 FEET).
 ME2445'THE CORNER OF SECTIONS 3, 4, 9, AND 10 BEARS N. 9 DEG 08 MIN 25 SEC
 ME2445'W., DISTANT 441.7
 ME2445'METERS (1449 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
 ME2445'IN PLACE IN GOOD
 ME2445'CONDITION.  STATION MARK IS 34 INCHES BELOW SURFACE,
 ME2445'NO PILOT.
 ME2445'
 ME2445'ADD TO DESCRIPTION- 1.8 MILES NORTH OF THE INTERSECTION OF
 ME2445'STATE HIGHWAY 2
 ME2445'AND STATE HIGHWAY 43, 1 MILE EAST OF HIGHWAY 43
 ME2445'ON DIRT ROAD, TO SECTION LINE,
 ME2445'REFERENCE STONES ARE ON ROADSIDE
 ME2445'OF HEDGE FENCE, 35 YARDS AND 120 YARDS EAST OF
 ME2445'SECTION LINE.
 ME2445'STATION NOW IN 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
 ME2445'SPECIAL PUBLICATION NO. 79, P. 56.
 ME2445'
 ME2445'THE STATION IS LOCATED ABOUT 4.6 MILES BY ROAD NORTHWARD
 ME2445'OF WESTVILLE, 2.0
 ME2445'MILES NORTH OF STATE HIGHWAY 2, ON SOUTH SIDE
 ME2445'OF A GRAVEL ROAD, AT HIGHEST POINT
 ME2445'OF PASTURE OWNED BY MR.
 ME2445'KOLASINSKI WHO LIVES 0.5 MILE WEST OF STATION ON
 ME2445'SOUTH SIDE OF
 ME2445'ROAD AND WHO GRANTED PERMISSION TO ERECT TOWER.  GROUND WILL
 ME2445'PROBABLY BE IN
 ME2445'CULTIVATION NEXT YEAR.  PAYMENT FOR DAMAGE TO
 ME2445'CROP WILL BE EXPECTED.
 ME2445'
 ME2445'TO REACH FROM JUNCTION OF STATE HIGHWAYS 2 AND 43 IN WESTVILLE, GO
 ME2445'NORTH AND EAST ON
 ME2445'HIGHWAY 2 FOR 2.5 MILES, OR 1.4
 ME2445'MILES EAST OF CORNER WHERE HIGHWAY 2
 ME2445'TURNS FROM NORTH TO EAST, TO
 ME2445'CROSS ROAD.  HERE TURN NORTH ON ROCK ROAD AND GO 2.0
 ME2445'MILES TO
 ME2445'CROSS ROAD.  TURN WEST AT CROSS ROAD AND GO 0.1 MILE TO STATION
 ME2445'ON SOUTH SIDE OF
 ME2445'ROAD.
 ME2445'
 ME2445'THE UNDERGROUND MARK CONSISTS OF A 6- BY 6-INCH STONE POST
 ME2445'WITH A DRILL HOLE
 ME2445'MARKING THE CENTER, AND IS 2.3 FEET BELOW THE
 ME2445'SURFACE.  IT IS 214.7 FEET EAST OF
 ME2445'BARBED-WIRE SECTION-LINE
 ME2445'FENCE, 136.5 FEET SOUTH OF CENTER LINE OF GRAVEL
 ME2445'ROAD, 118.0 FEET
 ME2445'SOUTH OF HEDGE FENCE ON SOUTH SIDE OF ROAD.
 ME2445'
 ME2445'ONE REFERENCE MARK IS N. 45 DEG W., DISTANT 161.9 FEET.  IT IS
 ME2445'35 PACES EAST OF
 ME2445'THE SECTION-LINE FENCE AND 1 FOOT NORTH OF HEDGE
 ME2445'FENCE ON SOUTH SIDE OF EAST-WEST
 ME2445'GRAVEL ROAD.  THE OTHER REFERENCE
 ME2445'MARK IS N. 38-1/2 DEG E., DISTANT 155.2 FEET.  IT
 ME2445'IS 110 PACES
 ME2445'EAST OF SECTION-LINE FENCE AND 2 FEET NORTH OF HEDGE FENCE ON
 ME2445'SOUTH SIDE OF
 ME2445'EAST-WEST GRAVEL ROAD.  BOTH REFERENCE MARKS ARE
 ME2445'IN THE NORTH SIDE OF THE HEDGE
 ME2445'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
 ME2445'MARKS WERE FOUND
 ME2445'IN GOOD CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 ME2445'THE OLD UNDERGROUND STATION MARK
 ME2445'WHICH IS A 4 BY 4 INCH STONE POST WITH A DRILL HOLE IN THE
 ME2445'CENTER OF THE TOP WAS HELD AS AN UNDERGROUND
 ME2445'MARK AND A SURFACE MARK WAS SET BY THIS
 ME2445'PARTY WHICH IS 18 INCHES UNDERGROUND STAMPED OTIS USLS 1874
 ME2445'1948.  THE OLD
 ME2445'DESCRIPTION IS ADEQUATE.
 ME2445'
 ME2445'THE AZIMUTH MARK IS 0.35 MILE NORTH OF THE STATION, IT IS 58 FEET
 ME2445'NORTHWEST OF A TELEPHONE
 ME2445'POLE, 21 FEET WEST OF THE CENTER OF GRAVEL ROAD AND 2 FEET SOUTH OF A
 ME2445'WHITE WITNESS POST.  THE MARK
 ME2445'PROJECTS 10 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
 ME2445'NORTH, TURN NORTH AND GO 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT
 ME2445'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 = OCTOBER  6, 2006
 HZ2318 ***********************************************************************
 HZ2318  DESIGNATION -  OTISCO
 HZ2318  PID         -  HZ2318
 HZ2318  STATE/COUNTY-  IN/CLARK
 HZ2318  USGS QUAD   -  OTISCO (1993)
 HZ2318
 HZ2318                         *CURRENT SURVEY CONTROL
 HZ2318  ___________________________________________________________________
 HZ2318* NAD 83(1997)-  38 32 01.73687(N)    085 40 12.64774(W)     ADJUSTED  
 HZ2318* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 HZ2318  ___________________________________________________________________
 HZ2318  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 HZ2318  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 HZ2318
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2318
 HZ2318.The geoid height was determined by GEOID03.
 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  =   0.99973889
 HZ2318
 HZ2318|---------------------------------------------------------------------|
 HZ2318| PID    Reference Object                     Distance      Geod. Az  |
 HZ2318|                                                           dddmmss.s |
 HZ2318| HZ2316 CLARK S 21 INHC 1947                 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2318.See file dsdata.txt to determine how the superseded data were derived.
 HZ2318
 HZ2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1590665884(NAD 83)
 HZ2318_MARKER: DS = TRIANGULATION STATION DISK
 HZ2318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD1846 ***********************************************************************
 MD1846  DESIGNATION -  OTSEGO
 MD1846  PID         -  MD1846
 MD1846  STATE/COUNTY-  IN/STEUBEN
 MD1846  USGS QUAD   -  HAMILTON (1992)
 MD1846
 MD1846                         *CURRENT SURVEY CONTROL
 MD1846  ___________________________________________________________________
 MD1846* NAD 83(1997)-  41 35 14.61625(N)    084 54 52.09374(W)     ADJUSTED  
 MD1846* NAVD 88     -       324.     (meters)    1063.     (feet)  SCALED    
 MD1846  ___________________________________________________________________
 MD1846  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 MD1846  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MD1846
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1846
 MD1846.The geoid height was determined by GEOID03.
 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 36.8
 MD1846:UTM  16      -  BERLEIN                                  026 18 29.6
 MD1846
 MD1846|---------------------------------------------------------------------|
 MD1846| PID    Reference Object                     Distance      Geod. Az  |
 MD1846|                                                           dddmmss.s |
 MD1846| MD1853 BERLEIN                             APPROX. 5.2 KM 0274134.3 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1846.See file dsdata.txt to determine how the superseded data were derived.
 MD1846
 MD1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7383406067(NAD 83)
 MD1846_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1846
 MD1846  HISTORY     - Date     Condition        Report By
 MD1846  HISTORY     - 1946     MONUMENTED       CGS
 MD1846  HISTORY     - 1960     SEE DESCRIPTION  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 = OCTOBER  6, 2006
 LB2209 ***********************************************************************
 LB2209  DESIGNATION -  OTTER
 LB2209  PID         -  LB2209
 LB2209  STATE/COUNTY-  IN/BENTON
 LB2209  USGS QUAD   -  OTTERBEIN (1986)
 LB2209
 LB2209                         *CURRENT SURVEY CONTROL
 LB2209  ___________________________________________________________________
 LB2209* NAD 83(1997)-  40 29 36.02859(N)    087 07 06.63959(W)     ADJUSTED  
 LB2209* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 LB2209  ___________________________________________________________________
 LB2209  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 LB2209  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 LB2209
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2209
 LB2209.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2209.See file dsdata.txt to determine how the superseded data were derived.
 LB2209
 LB2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK8995782522(NAD 83)
 LB2209_MARKER: DS = TRIANGULATION STATION DISK
 LB2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1990 ***********************************************************************
 JA1990  DESIGNATION -  OTTER
 JA1990  PID         -  JA1990
 JA1990  STATE/COUNTY-  IN/WARRICK
 JA1990  USGS QUAD   -  DE GONIA SPRINGS (1977)
 JA1990
 JA1990                         *CURRENT SURVEY CONTROL
 JA1990  ___________________________________________________________________
 JA1990* NAD 83(1997)-  38 02 22.89991(N)    087 11 11.50020(W)     ADJUSTED  
 JA1990* NAVD 88     -       119.51   (+/-2cm)     392.1    (feet)  VERTCON   
 JA1990  ___________________________________________________________________
 JA1990  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 JA1990  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 JA1990
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1990
 JA1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1990
 JA1990.The geoid height was determined by GEOID03.
 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     -   0.99998616  x   0.99996768  =   0.99995384
 JA1990!UTM  16      -   0.99998616  x   0.99960330  =   0.99958946
 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 1945 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 (07/19/86)  119.61   (m)          392.4    (f) LEVELING    3  
 JA1990
 JA1990.Superseded values are not recommended for survey control.
 JA1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1990.See file dsdata.txt to determine how the superseded data were derived.
 JA1990
 JA1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH8363210236(NAD 83)
 JA1990_MARKER: DS = TRIANGULATION STATION DISK
 JA1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1990_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1990
 JA1990  HISTORY     - Date     Condition        Report By
 JA1990  HISTORY     - 1945     MONUMENTED       CGS
 JA1990  HISTORY     - 1979     GOOD             NGS
 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,
 JA1990'AND JUST E OF THE INTERSECTION OF STATE HIGHWAY 161
 JA1990'AND A GRAVEL ROAD E.  IT IS IN THE
 JA1990'NW CORNER OF A CULTIVATED FIELD,
 JA1990'59.6 FEET S OF A POWER LINE POLE, 53 FEET SE OF THE
 JA1990'INTERSECTION OF
 JA1990'STATE HIGHWAY 161 AND A GRAVEL ROAD, 34 FEET S OF THE APPROXIMATE
 JA1990'CENTER OF GRAVEL
 JA1990'ROAD, AND 6.5 FEET E OF A STANDARD WHITE WITNESS
 JA1990'POST.  THE MARK PROJECTS 7 INCHES
 JA1990'AND THE DISK IS STAMPED OTTER 1945.
 JA1990'
 JA1990'STATION MARK IS A BRONZE STATION DISK IN CONCRETE.  UNDERGROUND MARK
 JA1990'IS A BRONZE
 JA1990'STATION DISK IN CONCRETE.
 JA1990'
 JA1990'REFERENCE MARK 1 IS 21.84 FEET NE OF STATION, 61 FEET SE OF THE
 JA1990'INTERSECTION OF
 JA1990'STATE HIGHWAY 161 AND GRAVEL ROAD, AND 27.4 FEET S OF
 JA1990'THE APPROXIMATE CENTER OF HIGHWAY
 JA1990'161.  IT IS A BRONZE REFERENCE
 JA1990'DISK, 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
 JA1990'STATE HIGHWAY 161 AND GRAVEL ROAD, 29 FEET E OF
 JA1990'THE APPROXIMATE CENTER OF HIGHWAY
 JA1990'161, AND 10.4 FEET S OF A POWER
 JA1990'LINE SUPPORT POLE.  IT IS A BRONZE REFERENCE DISK IN
 JA1990'CONCRETE AND
 JA1990'STAMPED 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
 JA1990'OF STATE HIGHWAY 161, AND 15 FEET S OF A STANDARD
 JA1990'WHITE WITNESS POST.  IT IS A BRONZE
 JA1990'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
 JA1990'STATE HIGHWAY 62 FOR 5 MILES TO THE INTERSECTION
 JA1990'WITH STATE HIGHWAY 161 AND STATION
 JA1990'JUST E OF THE INTERSECTION AS DESCRIBED.
 JA1990'
 JA1990'TO REACH AZIMUTH MARK FROM STATION, GO S ON STATE HIGHWAY 161 FOR 0.2
 JA1990'MILE TO AZIMUTH
 JA1990'MARK ON THE RIGHT AS DESCRIBED.
 JA1990'
 JA1990'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION OTTER TO
 JA1990'OTTER AZIMUTH.
 JA1990'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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2208 ***********************************************************************
 LB2208  DESIGNATION -  OTTERBEIN MUNICIPAL TANK
 LB2208  PID         -  LB2208
 LB2208  STATE/COUNTY-  IN/BENTON
 LB2208  USGS QUAD   -  OTTERBEIN (1986)
 LB2208
 LB2208                         *CURRENT SURVEY CONTROL
 LB2208  ___________________________________________________________________
 LB2208* NAD 83(1997)-  40 29 21.35911(N)    087 05 50.02807(W)     ADJUSTED  
 LB2208* NAVD 88     -                                                        
 LB2208  ___________________________________________________________________
 LB2208  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 LB2208  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 LB2208
 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
 LB2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2208
 LB2208.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2208
 LB2208  NAD 83(1986)-  40 29 21.36653(N)    087 05 50.03873(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2208.See file dsdata.txt to determine how the superseded data were derived.
 LB2208
 LB2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK9176082068(NAD 83)
 LB2208_MARKER: 51 = 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 = OCTOBER  6, 2006
 LB2207 ***********************************************************************
 LB2207  DESIGNATION -  OTTERBEIN ST CHARLES CATH CH
 LB2207  PID         -  LB2207
 LB2207  STATE/COUNTY-  IN/BENTON
 LB2207  USGS QUAD   -  OTTERBEIN (1986)
 LB2207
 LB2207                         *CURRENT SURVEY CONTROL
 LB2207  ___________________________________________________________________
 LB2207* NAD 83(1997)-  40 29 31.03151(N)    087 05 38.67845(W)     ADJUSTED  
 LB2207* NAVD 88     -                                                        
 LB2207  ___________________________________________________________________
 LB2207  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 LB2207  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 LB2207
 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
 LB2207.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2207
 LB2207.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2207
 LB2207  NAD 83(1986)-  40 29 31.03893(N)    087 05 38.68919(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2207.See file dsdata.txt to determine how the superseded data were derived.
 LB2207
 LB2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK9202882366(NAD 83)
 LB2207_MARKER: 89 = 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 = OCTOBER  6, 2006
 JA1964 ***********************************************************************
 JA1964  DESIGNATION -  OTWELL
 JA1964  PID         -  JA1964
 JA1964  STATE/COUNTY-  IN/PIKE
 JA1964  USGS QUAD   -  OTWELL (1984)
 JA1964
 JA1964                         *CURRENT SURVEY CONTROL
 JA1964  ___________________________________________________________________
 JA1964* NAD 83(1997)-  38 26 08.10175(N)    087 05 31.10128(W)     ADJUSTED  
 JA1964* NAVD 88     -       150.     (meters)     492.     (feet)  SCALED    
 JA1964  ___________________________________________________________________
 JA1964  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 JA1964  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 JA1964
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1964
 JA1964.The geoid height was determined by GEOID03.
 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     -   0.99998153  x   0.99996667  =   0.99994820
 JA1964!UTM  16      -   0.99998153  x   0.99960079  =   0.99958233
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1964.See file dsdata.txt to determine how the superseded data were derived.
 JA1964
 JA1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9197354150(NAD 83)
 JA1964_MARKER: DS = TRIANGULATION STATION DISK
 JA1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2293 ***********************************************************************
 ME2293  DESIGNATION -  OUTLET
 ME2293  PID         -  ME2293
 ME2293  STATE/COUNTY-  IN/MARSHALL
 ME2293  USGS QUAD   -  ARGOS (1994)
 ME2293
 ME2293                         *CURRENT SURVEY CONTROL
 ME2293  ___________________________________________________________________
 ME2293* NAD 83(1997)-  41 14 17.72930(N)    086 09 47.27676(W)     ADJUSTED  
 ME2293* NAVD 88     -       238.76   (+/-2cm)     783.3    (feet)  VERTCON   
 ME2293  ___________________________________________________________________
 ME2293  X           -     321,420.271 (meters)                     COMP
 ME2293  Y           -  -4,792,578.288 (meters)                     COMP
 ME2293  Z           -   4,182,491.900 (meters)                     COMP
 ME2293  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 ME2293  ELLIP HEIGHT-         205.10  (meters)          (05/25/99) GPS OBS
 ME2293  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 ME2293
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2293
 ME2293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME2293
 ME2293.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2293
 ME2293.The ellipsoidal height was determined by GPS observations
 ME2293.and is referenced to NAD 83.
 ME2293
 ME2293.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 (07/19/86)  238.88   (m)          783.7    (f) LEVELING    3  
 ME2293
 ME2293.Superseded values are not recommended for survey control.
 ME2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2293.See file dsdata.txt to determine how the superseded data were derived.
 ME2293
 ME2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7012865544(NAD 83)
 ME2293_MARKER: DS = TRIANGULATION STATION DISK
 ME2293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2293_SP_SET: SQUARE CONCRETE MONUMENT
 ME2293_STAMPING: OUTLET 1952
 ME2293_MARK LOGO: CGS   
 ME2293_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 ME2293'RIGHT OF WAY.  IT IS 233 FEET NORTHEAST OF THE INTERSECTION OF
 ME2293'HIGHWAY 10 AND A PAVED ROAD, 44 FEET
 ME2293'SOUTHEAST OF THE CENTER OF HIGHWAY 10, 44 FEET WEST OF A POWER
 ME2293'LINE POLE, 39 FEET WEST OF A FENCE LINE
 ME2293'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
 ME2293'LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED OUTLET NO 1
 ME2293'1952.
 ME2293'
 ME2293'REFERENCE MARK NO. 2 IS 67 FEET SOUTH OF THE POWER LINE POLE AND 3
 ME2293'FEET WEST OF THE FENCE LINE.
 ME2293'THE MARK PROJECTS 8 INCHES AND THE DISK 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
 ME2293'POST AND 2 FEET NORTH OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES
 ME2293'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
 ME2293'EAST ON HIGHWAY 10 FOR 3.8 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 ME2293'DESCRIBED, CONTINUE ON THE
 ME2293'HIGHWAY FOR 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
 ME2293'FOUND IN GOOD CONDITION.  THE STATION MARK AND REFERENCE MARK 1
 ME2293'SHOWS SIGNS OF BEING HIT BY MOWING EQUIPMENT.  THE ANGLE BETWEEN
 ME2293'THE REFERENCE MARKS WAS LESS BY 4 MINUTES.  THE DISTANCE CHECKED.
 ME2293'THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION MARK.
 ME2293'
 ME2293'THE STATION IS LOCATED ALONG STATE HIGHWAY 10 AND ON HIGHWAY RIGHT
 ME2293'OF WAY.  IT IS 285 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD, 45
 ME2293'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 10, 44 FEET WEST OF A
 ME2293'POWER POLE AND 0.5 FEET NORTH OF A METAL WITNESS POST.  THE
 ME2293'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED OUTLET 1952.
 ME2293'
 ME2293'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 10 AND
 ME2293'OLD U.S. HIGHWAY 31 IN ARGOS, GO EAST ON STATE HIGHWAY 10 FOR 3.8
 ME2293'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON THE
 ME2293'HIGHWAY FOR 0.4 MILE TO THE STATION ON THE RIGHT ON A CURVE TO THE
 ME2293'NORTH.
 ME2293'
 ME2293'REFERENCE MARK 1 IS 96 FEET NORTH OF A POWER POLE, 48 FEET EAST OF
 ME2293'THE CENTERLINE OF THE HIGHWAY AND 1 FOOT SOUTH OF A METAL WITNESS
 ME2293'POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 ME2293'OUTLET NO 1 1952.
 ME2293'
 ME2293'REFERENCE MARK 2 IS 68 FEET SOUTH OF A POWER POLE AND 1 FOOT EAST
 ME2293'OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE
 ME2293'DISK IS STAMPED OUTLET NO 2 1952.
 ME2293'
 ME2293'THE AZIMUTH MARK IS 48 FEET EAST OF A 20 INCH OAK TREE, 38 FEET
 ME2293'SOUTH OF THE CENTERLINE OF HIGHWAY 10, 2 FEET WEST OF A METAL
 ME2293'WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE MONUMENT PROJECTS 3
 ME2293'INCHES AND THE 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
 ME2293'ON STATE HIGHWAY 10, IN A TRIANGLE FORMED BY THE HIGHWAY CURVING
 ME2293'NORTH, FILBERT ROAD CURVING SOUTH AND THE OLD ROADBED OR POWER LINE
 ME2293'RUNNING NORTH AND SOUTH, ABOUT 13 YARDS SOUTHEAST OF THE
 ME2293'CENTERLINE OF THE HIGHWAY, ABOUT 8 YARDS WEST OF EXTENSION OF THE
 ME2293'TANGENT OF THE CENTERLINE OF THE ROAD LEADING NORTH, ABOUT 67
 ME2293'YARDS NORTHEAST OF A HIGHWAY STOP SIGN, 8 INCHES NORTH OF A METAL
 ME2293'WITNESS POST, SET IN A CONCRETE POST.  THE MARK IS FLUSH AND THE
 ME2293'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
 ME2293'OF A METAL WITNESS POST.  THE MARK PROJECTS 2 INCHES, SET IN A
 ME2293'CONCRETE 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
 ME2293'OF THE EXTENDED TANGENT OF THE CENTERLINE OF THE STATE HIGHWAY 10
 ME2293'LEADING NORTH, ABOUT 80 YARDS NORTH OF THE EXTENDED TANGENT OF THE
 ME2293'CENTERLINE OF THE HIGHWAY LEADING WEST, 14 INCHES SOUTHEAST OF A
 ME2293'METAL WITNESS 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
 ME2293'POST, 1.0 FOOT NORTH OF FENCE LINE, ABOUT 166 YARDS WEST OF
 ME2293'THE WEST END OF 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'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'THE STATION IS A STANDARD CGS TRIANGULATION STATION DISK
 ME2293'STAMPED---OUTLET 1952---, SET IN THE TOP OF A SQUARE CONCRETE
 ME2293'MONUMENT.  LOCATED 71.02 M (233.0 FT) NORTHEAST FROM THE INTERSECTION
 ME2293'FORMED BY SOUTH FILBERT ROAD AND STATE HIGHWAY 10, 13.41 M (44.0 FT)
 ME2293'SOUTHEAST FROM CENTER OF STATE HIGHWAY 10, 11.89 M (39.0 FT) WEST
 ME2293'FROM A FENCELINE AND 0.31 M (1.0 FT) NORTH FROM A METAL WITNESS POST.
 ME2293'GPS SURVEY, FAA AIRPORTS, INDIANA.
 ME2293'DESCRIBED BY D.L. ADAMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1928 ***********************************************************************
 JZ1928  DESIGNATION -  OVERLEESE
 JZ1928  PID         -  JZ1928
 JZ1928  STATE/COUNTY-  IN/RUSH
 JZ1928  USGS QUAD   -  MILROY (1993)
 JZ1928
 JZ1928                         *CURRENT SURVEY CONTROL
 JZ1928  ___________________________________________________________________
 JZ1928* NAD 83(1997)-  39 28 55.75330(N)    085 29 49.54703(W)     ADJUSTED  
 JZ1928* NAVD 88     -       297.213  (meters)     975.11   (feet)  ADJUSTED  
 JZ1928  ___________________________________________________________________
 JZ1928  X           -     387,026.435 (meters)                     COMP
 JZ1928  Y           -  -4,914,453.005 (meters)                     COMP
 JZ1928  Z           -   4,033,941.810 (meters)                     COMP
 JZ1928  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 JZ1928  ELLIP HEIGHT-         263.23  (meters)          (05/25/99) GPS OBS
 JZ1928  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ1928  DYNAMIC HT  -         297.031 (meters)     974.51  (feet)  COMP
 JZ1928  MODELED GRAV-     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
 JZ1928.and adjusted by the National Geodetic Survey in June 1991..
 JZ1928
 JZ1928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ1928
 JZ1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ1928
 JZ1928.The ellipsoidal height was determined by GPS observations
 JZ1928.and is referenced to NAD 83.
 JZ1928
 JZ1928.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 JZ1928| PID    Reference Object                     Distance      Geod. Az  |
 JZ1928|                                                           dddmmss.s |
 JZ1928| JZ1927 OVERLEESE AZ MK                                    0885331.0 |
 JZ1928| JZ3353 OVERLEESE RM A 1970                  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
 JZ1928.Superseded values are not recommended for survey control.
 JZ1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1928.See file dsdata.txt to determine how the superseded data were derived.
 JZ1928
 JZ1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2925471362(NAD 83)
 JZ1928_MARKER: DS = TRIANGULATION STATION DISK
 JZ1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1928_SP_SET: CONCRETE POST
 JZ1928_STAMPING: OVERLEESE 1939
 JZ1928_MARK LOGO: CGS   
 JZ1928_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ1928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1928+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1988
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1927 ***********************************************************************
 JZ1927  DESIGNATION -  OVERLEESE AZ MK
 JZ1927  PID         -  JZ1927
 JZ1927  STATE/COUNTY-  IN/RUSH
 JZ1927  USGS QUAD   -  MILROY (1993)
 JZ1927
 JZ1927                         *CURRENT SURVEY CONTROL
 JZ1927  ___________________________________________________________________
 JZ1927* NAD 83(1986)-  39 28 56.     (N)    085 29 06.     (W)     SCALED    
 JZ1927* NAVD 88     -       287.843  (meters)     944.36   (feet)  ADJUSTED  
 JZ1927  ___________________________________________________________________
 JZ1927  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ1927  DYNAMIC HT  -         287.667 (meters)     943.79  (feet)  COMP
 JZ1927  MODELED GRAV-     980,007.1   (mgal)                       NAVD 88
 JZ1927
 JZ1927  VERT ORDER  -  SECOND    CLASS 0
 JZ1927
 JZ1927.The horizontal coordinates were scaled from a topographic map and have
 JZ1927.an estimated accuracy of +/- 6 seconds.
 JZ1927
 JZ1927.The orthometric height was determined by differential leveling
 JZ1927.and adjusted by the National Geodetic Survey in June 1991..
 JZ1927
 JZ1927.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1927.See file dsdata.txt to determine how the superseded data were derived.
 JZ1927
 JZ1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ302713(NAD 83)
 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 = OCTOBER  6, 2006
 JZ1930 ***********************************************************************
 JZ1930  DESIGNATION -  OVERLEESE RM 1
 JZ1930  PID         -  JZ1930
 JZ1930  STATE/COUNTY-  IN/RUSH
 JZ1930  USGS QUAD   -  MILROY (1993)
 JZ1930
 JZ1930                         *CURRENT SURVEY CONTROL
 JZ1930  ___________________________________________________________________
 JZ1930* NAD 83(1986)-  39 28 55.     (N)    085 29 49.     (W)     SCALED    
 JZ1930* NAVD 88     -       296.749  (meters)     973.58   (feet)  ADJUSTED  
 JZ1930  ___________________________________________________________________
 JZ1930  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ1930  DYNAMIC HT  -         296.568 (meters)     972.99  (feet)  COMP
 JZ1930  MODELED GRAV-     980,007.6   (mgal)                       NAVD 88
 JZ1930
 JZ1930  VERT ORDER  -  SECOND    CLASS 0
 JZ1930
 JZ1930.The horizontal coordinates were scaled from a topographic map and have
 JZ1930.an estimated accuracy of +/- 6 seconds.
 JZ1930
 JZ1930.The orthometric height was determined by differential leveling
 JZ1930.and adjusted by the National Geodetic Survey in June 1991..
 JZ1930
 JZ1930.The geoid height was determined by GEOID03.
 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     -   470,010.      114,600.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1930.See file dsdata.txt to determine how the superseded data were derived.
 JZ1930
 JZ1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ292713(NAD 83)
 JZ1930_MARKER: DR = REFERENCE MARK DISK
 JZ1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1930_STAMPING: OVERLEESE NO 1 1939
 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 = OCTOBER  6, 2006
 JZ1929 ***********************************************************************
 JZ1929  DESIGNATION -  OVERLEESE RM 2
 JZ1929  PID         -  JZ1929
 JZ1929  STATE/COUNTY-  IN/RUSH
 JZ1929  USGS QUAD   -  MILROY (1993)
 JZ1929
 JZ1929                         *CURRENT SURVEY CONTROL
 JZ1929  ___________________________________________________________________
 JZ1929* NAD 83(1986)-  39 28 55.     (N)    085 29 49.     (W)     SCALED    
 JZ1929* NAVD 88     -       297.583  (meters)     976.32   (feet)  ADJUSTED  
 JZ1929  ___________________________________________________________________
 JZ1929  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ1929  DYNAMIC HT  -         297.401 (meters)     975.72  (feet)  COMP
 JZ1929  MODELED GRAV-     980,007.6   (mgal)                       NAVD 88
 JZ1929
 JZ1929  VERT ORDER  -  SECOND    CLASS 0
 JZ1929
 JZ1929.The horizontal coordinates were scaled from a topographic map and have
 JZ1929.an estimated accuracy of +/- 6 seconds.
 JZ1929
 JZ1929.The orthometric height was determined by differential leveling
 JZ1929.and adjusted by the National Geodetic Survey in June 1991..
 JZ1929
 JZ1929.The geoid height was determined by GEOID03.
 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     -   470,010.      114,600.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1929.See file dsdata.txt to determine how the superseded data were derived.
 JZ1929
 JZ1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ292713(NAD 83)
 JZ1929_MARKER: DR = REFERENCE MARK DISK
 JZ1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1929_STAMPING: OVERLEESE NO 2 1939
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3353 ***********************************************************************
 JZ3353  DESIGNATION -  OVERLEESE RM A 1970
 JZ3353  PID         -  JZ3353
 JZ3353  STATE/COUNTY-  IN/RUSH
 JZ3353  USGS QUAD   -  MILROY (1993)
 JZ3353
 JZ3353                         *CURRENT SURVEY CONTROL
 JZ3353  ___________________________________________________________________
 JZ3353* NAD 83(1997)-  39 28 55.40702(N)    085 29 48.52955(W)     ADJUSTED  
 JZ3353* NAVD 88     -       296.81   (+/-2cm)     973.8    (feet)  VERTCON   
 JZ3353  ___________________________________________________________________
 JZ3353  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 JZ3353  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ3353
 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ3353
 JZ3353.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3353
 JZ3353.The geoid height was determined by GEOID03.
 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  =   0.99976455
 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 (07/19/86)  296.94   (m)          974.2    (f) LEVELING    3  
 JZ3353
 JZ3353.Superseded values are not recommended for survey control.
 JZ3353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3353.See file dsdata.txt to determine how the superseded data were derived.
 JZ3353
 JZ3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ2927971352(NAD 83)
 JZ3353_MARKER: DS = TRIANGULATION STATION DISK
 JZ3353_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JZ3353_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 JZ3353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JA2048 ***********************************************************************
 JA2048  DESIGNATION -  OVERTON
 JA2048  PID         -  JA2048
 JA2048  STATE/COUNTY-  IN/POSEY
 JA2048  USGS QUAD   -  POSEYVILLE (1980)
 JA2048
 JA2048                         *CURRENT SURVEY CONTROL
 JA2048  ___________________________________________________________________
 JA2048* NAD 83(1997)-  38 11 34.83404(N)    087 52 21.11341(W)     ADJUSTED  
 JA2048* NAVD 88     -       141.0    (meters)     463.     (feet)  VERTCON   
 JA2048  ___________________________________________________________________
 JA2048  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 JA2048  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 JA2048
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2048
 JA2048.The geoid height was determined by GEOID03.
 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  =   0.99965464
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2048.See file dsdata.txt to determine how the superseded data were derived.
 JA2048
 JA2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH2359527590(NAD 83)
 JA2048_MARKER: DS = TRIANGULATION STATION DISK
 JA2048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA2048'WEST-NORTHWEST OF STEWARTSVILLE, ABOUT 2.5 MILES SOUTH OF THE
 JA2048'POSEY-GIBSON COUNTY LINE
 JA2048'AND ABOUT 0.15 MILE SOUTHWEST OF THE FARM
 JA2048'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
 JA2048'MILE TO CROSSROAD, TURN LEFT, GO EAST ON BLACKTOP ROAD
 JA2048'FOR 2.0 MILE TO FORKS JUST AFTER
 JA2048'CROSSING A CONCRETE BRIDGE, TURN
 JA2048'SHARP LEFT, GO EASTERLY ON THE MAIN ROAD FOR 0.5
 JA2048'MILE, TURN RIGHT
 JA2048'FOLLOWING THE MAIN ROAD SOUTHERLY FOR 0.3 MILE TO TOP OF HILL AND
 JA2048'FARM HOUSE OF
 JA2048'NELL OVERTON ON RIGHT, TURN RIGHT AT THE WEST SIDE OF
 JA2048'HOUSE, PASS THROUGH GATE, GO
 JA2048'SOUTHERLY FOR 0.1 MILE, BEAR RIGHT AND
 JA2048'GO 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
 JA2048'FLUSH WITH THE SURFACE OF THE GROUND AND IS
 JA2048'STAMPTED OVERTON 1961.  THE MARK IS
 JA2048'107 FEET NORTHEAST OF A LARGE
 JA2048'DOUBLE TRUNK TREE, 85.2 FEET NORTHWEST OF A WITNESS
 JA2048'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
 JA2048'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 JA2048'IS STAMPED OVERTON NO 1 1961.
 JA2048'THE MARK IS 1.5 FEET EAST OF WITNESS
 JA2048'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
 JA2048'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 JA2048'IS STAMPED OVERTON NO 2 1961.
 JA2048'THE MARK IS 140.6 FEET WEST OF WITNESS
 JA2048'POST, 23 FEET EAST OF A DOUBLE TRUNK TREE AND 1
 JA2048'FOOT NORTH OF FENCE.
 JA2048'
 JA2048'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH SQUARE
 JA2048'CONCRETE POST WHICH
 JA2048'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS STAMPED
 JA2048'OVERTON 1961.  THE MARK IS 57
 JA2048'FEET WEST OF POWER LINE POLE, 19 FEET
 JA2048'NORTH OF CENTER OF ROAD, 2.8 FEET WEST OF A
 JA2048'WITNESS POST AND 1 FOOT SOUTH OF FENCE.
 JA2048'
 JA2048'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST AND NORTH
 JA2048'ACROSS PASTURE FOR 0.2
 JA2048'MILE TO GATE, PASS THROUGH GATE AND GO EAST ON
 JA2048'BLACKTOP ROAD FOR 0.1 MILE TO THE
 JA2048'MARK ON THE LEFT, NORTH SIDE OF 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
 JA2048'OF THE STATION IS ADEQUATE WITH THE FOLLOWING CHANGES.
 JA2048'DELETE THE PEAR TREE WITH THE
 JA2048'TRIANGULAR BLAZE AS IT HAS BEEN
 JA2048'DESTROYED AND ADD, THE STATION IS 113
 JA2048'EAST-SOUTHEAST OF A 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 = OCTOBER  6, 2006
 LB2559 ***********************************************************************
 LB2559  DESIGNATION -  OWASCO
 LB2559  PID         -  LB2559
 LB2559  STATE/COUNTY-  IN/CARROLL
 LB2559  USGS QUAD   -  PYRMONT (1961)
 LB2559
 LB2559                         *CURRENT SURVEY CONTROL
 LB2559  ___________________________________________________________________
 LB2559* NAD 83(1997)-  40 28 30.77921(N)    086 38 18.10496(W)     ADJUSTED  
 LB2559* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 LB2559  ___________________________________________________________________
 LB2559  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 LB2559  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 LB2559
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2559
 LB2559.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2559.See file dsdata.txt to determine how the superseded data were derived.
 LB2559
 LB2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK3065480567(NAD 83)
 LB2559_MARKER: DS = TRIANGULATION STATION DISK
 LB2559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2559
 LB2559  HISTORY     - Date     Condition        Report By
 LB2559  HISTORY     - 1948     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2308 ***********************************************************************
 ME2308  DESIGNATION -  OWEN
 ME2308  PID         -  ME2308
 ME2308  STATE/COUNTY-  IN/FULTON
 ME2308  USGS QUAD   -  KEWANNA (1977)
 ME2308
 ME2308                         *CURRENT SURVEY CONTROL
 ME2308  ___________________________________________________________________
 ME2308* NAD 83(1997)-  41 04 47.17785(N)    086 24 52.47471(W)     ADJUSTED  
 ME2308* NAVD 88     -       234.87   (+/-2cm)     770.6    (feet)  VERTCON   
 ME2308  ___________________________________________________________________
 ME2308  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 ME2308  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME2308
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2308
 ME2308.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2308
 ME2308.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  234.99   (m)          771.0    (f) LEVELING    3  
 ME2308
 ME2308.Superseded values are not recommended for survey control.
 ME2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2308.See file dsdata.txt to determine how the superseded data were derived.
 ME2308
 ME2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4917647778(NAD 83)
 ME2308_MARKER: DS = TRIANGULATION STATION DISK
 ME2308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1681 ***********************************************************************
 JA1681  DESIGNATION -  OWENS
 JA1681  PID         -  JA1681
 JA1681  STATE/COUNTY-  IN/WASHINGTON
 JA1681  USGS QUAD   -  KOSSUTH (1994)
 JA1681
 JA1681                         *CURRENT SURVEY CONTROL
 JA1681  ___________________________________________________________________
 JA1681* NAD 83(1997)-  38 40 07.23770(N)    086 05 52.24328(W)     ADJUSTED  
 JA1681* NAVD 88     -       293.34   (+/-2cm)     962.4    (feet)  VERTCON   
 JA1681  ___________________________________________________________________
 JA1681  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 JA1681  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JA1681
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1681
 JA1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1681
 JA1681.The geoid height was determined by GEOID03.
 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     -   0.99995922  x   0.99998400  =   0.99994322
 JA1681!UTM  16      -   0.99995922  x   0.99967585  =   0.99963508
 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|---------------------------------------------------------------------|
 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 (07/19/86)  293.45   (m)          962.8    (f) LEVELING    3  
 JA1681
 JA1681.Superseded values are not recommended for survey control.
 JA1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1681.See file dsdata.txt to determine how the superseded data were derived.
 JA1681
 JA1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7848380396(NAD 83)
 JA1681_MARKER: DS = TRIANGULATION STATION DISK
 JA1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA2022 ***********************************************************************
 JA2022  DESIGNATION -  OWENSVILLE MUNICIPAL TANK
 JA2022  PID         -  JA2022
 JA2022  STATE/COUNTY-  IN/GIBSON
 JA2022  USGS QUAD   -  OWENSVILLE (1989)
 JA2022
 JA2022                         *CURRENT SURVEY CONTROL
 JA2022  ___________________________________________________________________
 JA2022* NAD 83(1997)-  38 16 19.22611(N)    087 41 26.40109(W)     ADJUSTED  
 JA2022* NAVD 88     -                                                        
 JA2022  ___________________________________________________________________
 JA2022  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 JA2022  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JA2022
 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
 JA2022.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2022
 JA2022.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA2022
 JA2022  NAD 83(1993)-  38 16 19.23266(N)    087 41 26.40133(W) AD(       ) 4
 JA2022  NAD 83(1986)-  38 16 19.23543(N)    087 41 26.40223(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2022.See file dsdata.txt to determine how the superseded data were derived.
 JA2022
 JA2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3958636221(NAD 83)
 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 = OCTOBER  6, 2006
 JA0202 ***********************************************************************
 JA0202  DESIGNATION -  OXONIA
 JA0202  PID         -  JA0202
 JA0202  STATE/COUNTY-  IN/WASHINGTON
 JA0202  USGS QUAD   -  BECKS MILL (1994)
 JA0202
 JA0202                         *CURRENT SURVEY CONTROL
 JA0202  ___________________________________________________________________
 JA0202* NAD 83(1997)-  38 37 07.27796(N)    086 09 33.10454(W)     ADJUSTED  
 JA0202* NAVD 88     -       265.121  (meters)     869.82   (feet)  ADJUSTED  
 JA0202  ___________________________________________________________________
 JA0202  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 JA0202  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JA0202  DYNAMIC HT  -         264.945 (meters)     869.24  (feet)  COMP
 JA0202  MODELED GRAV-     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
 JA0202.and adjusted by the National Geodetic Survey in June 1991..
 JA0202
 JA0202.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0202
 JA0202.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996363  x   0.99998931  =   0.99995295
 JA0202!UTM  16      -   0.99996363  x   0.99966598  =   0.99962963
 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
 JA0202.Superseded values are not recommended for survey control.
 JA0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0202.See file dsdata.txt to determine how the superseded data were derived.
 JA0202
 JA0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7319674799(NAD 83)
 JA0202_MARKER: DS = TRIANGULATION STATION DISK
 JA0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0202_STAMPING: OXONIA 1946
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 JA0201 ***********************************************************************
 JA0201  DESIGNATION -  OXONIA AZ MK
 JA0201  PID         -  JA0201
 JA0201  STATE/COUNTY-  IN/WASHINGTON
 JA0201  USGS QUAD   -  BECKS MILL (1994)
 JA0201
 JA0201                         *CURRENT SURVEY CONTROL
 JA0201  ___________________________________________________________________
 JA0201* NAD 83(1986)-  38 37 00.     (N)    086 09 23.     (W)     SCALED    
 JA0201* NAVD 88     -       263.154  (meters)     863.36   (feet)  ADJUSTED  
 JA0201  ___________________________________________________________________
 JA0201  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 JA0201  DYNAMIC HT  -         262.979 (meters)     862.79  (feet)  COMP
 JA0201  MODELED GRAV-     979,956.4   (mgal)                       NAVD 88
 JA0201
 JA0201  VERT ORDER  -  FIRST     CLASS II
 JA0201
 JA0201.The horizontal coordinates were scaled from a topographic map and have
 JA0201.an estimated accuracy of +/- 6 seconds.
 JA0201
 JA0201.The orthometric height was determined by differential leveling
 JA0201.and adjusted by the National Geodetic Survey in June 1991..
 JA0201
 JA0201.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0201.See file dsdata.txt to determine how the superseded data were derived.
 JA0201
 JA0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH734745(NAD 83)
 JA0201_MARKER: DZ = AZIMUTH MARK DISK
 JA0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0201_STAMPING: OXONIA 1946
 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             NGS
 JA0201
 JA0201                          STATION DESCRIPTION
 JA0201
 JA0201'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0203 ***********************************************************************
 JA0203  DESIGNATION -  OXONIA RM 1
 JA0203  PID         -  JA0203
 JA0203  STATE/COUNTY-  IN/WASHINGTON
 JA0203  USGS QUAD   -  BECKS MILL (1994)
 JA0203
 JA0203                         *CURRENT SURVEY CONTROL
 JA0203  ___________________________________________________________________
 JA0203* NAD 83(1986)-  38 37 07.     (N)    086 09 33.     (W)     SCALED    
 JA0203* NAVD 88     -       264.783  (meters)     868.71   (feet)  ADJUSTED  
 JA0203  ___________________________________________________________________
 JA0203  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JA0203  DYNAMIC HT  -         264.606 (meters)     868.13  (feet)  COMP
 JA0203  MODELED GRAV-     979,956.3   (mgal)                       NAVD 88
 JA0203
 JA0203  VERT ORDER  -  FIRST     CLASS II
 JA0203
 JA0203.The horizontal coordinates were scaled from a topographic map and have
 JA0203.an estimated accuracy of +/- 6 seconds.
 JA0203
 JA0203.The orthometric height was determined by differential leveling
 JA0203.and adjusted by the National Geodetic Survey in June 1991..
 JA0203
 JA0203.The geoid height was determined by GEOID03.
 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     -   374,270.       57,110.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0203.See file dsdata.txt to determine how the superseded data were derived.
 JA0203
 JA0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH731747(NAD 83)
 JA0203_MARKER: DR = REFERENCE MARK DISK
 JA0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0203_STAMPING: OXONIA NO 1 1946
 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             NGS
 JA0203
 JA0203                          STATION DESCRIPTION
 JA0203
 JA0203'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0204 ***********************************************************************
 JA0204  DESIGNATION -  OXONIA RM 2
 JA0204  PID         -  JA0204
 JA0204  STATE/COUNTY-  IN/WASHINGTON
 JA0204  USGS QUAD   -  BECKS MILL (1994)
 JA0204
 JA0204                         *CURRENT SURVEY CONTROL
 JA0204  ___________________________________________________________________
 JA0204* NAD 83(1986)-  38 37 07.     (N)    086 09 33.     (W)     SCALED    
 JA0204* NAVD 88     -       265.760  (meters)     871.91   (feet)  ADJUSTED  
 JA0204  ___________________________________________________________________
 JA0204  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JA0204  DYNAMIC HT  -         265.583 (meters)     871.33  (feet)  COMP
 JA0204  MODELED GRAV-     979,956.3   (mgal)                       NAVD 88
 JA0204
 JA0204  VERT ORDER  -  FIRST     CLASS II
 JA0204
 JA0204.The horizontal coordinates were scaled from a topographic map and have
 JA0204.an estimated accuracy of +/- 6 seconds.
 JA0204
 JA0204.The orthometric height was determined by differential leveling
 JA0204.and adjusted by the National Geodetic Survey in June 1991..
 JA0204
 JA0204.The geoid height was determined by GEOID03.
 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     -   374,270.       57,110.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0204.See file dsdata.txt to determine how the superseded data were derived.
 JA0204
 JA0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH731747(NAD 83)
 JA0204_MARKER: DR = REFERENCE MARK DISK
 JA0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0204_STAMPING: OXONIA NO 2 1946
 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             NGS
 JA0204
 JA0204                          STATION DESCRIPTION
 JA0204
 JA0204'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0471 ***********************************************************************
 JA0471  DESIGNATION -  P 1 USE
 JA0471  PID         -  JA0471
 JA0471  STATE/COUNTY-  IN/HARRISON
 JA0471  USGS QUAD   -  NEW AMSTERDAM (1978)
 JA0471
 JA0471                         *CURRENT SURVEY CONTROL
 JA0471  ___________________________________________________________________
 JA0471* NAD 83(1986)-  38 03 07.     (N)    086 15 21.     (W)     SCALED    
 JA0471* NAVD 88     -       128.104  (meters)     420.29   (feet)  ADJUSTED  
 JA0471  ___________________________________________________________________
 JA0471  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JA0471  DYNAMIC HT  -         128.014 (meters)     419.99  (feet)  COMP
 JA0471  MODELED GRAV-     979,921.0   (mgal)                       NAVD 88
 JA0471
 JA0471  VERT ORDER  -  FIRST     CLASS II
 JA0471
 JA0471.The horizontal coordinates were scaled from a topographic map and have
 JA0471.an estimated accuracy of +/- 6 seconds.
 JA0471
 JA0471.The orthometric height was determined by differential leveling
 JA0471.and adjusted by the National Geodetic Survey in June 1991..
 JA0471
 JA0471.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0471.See file dsdata.txt to determine how the superseded data were derived.
 JA0471
 JA0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH652118(NAD 83)
 JA0471_MARKER: DD = SURVEY DISK
 JA0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0471_STAMPING: BM-P-1 1962
 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       DOD
 JA0471  HISTORY     - 1965     GOOD             NGS
 JA0471
 JA0471                          STATION DESCRIPTION
 JA0471
 JA0471'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0045 ***********************************************************************
 JA0045  DESIGNATION -  P 10
 JA0045  PID         -  JA0045
 JA0045  STATE/COUNTY-  IN/LAWRENCE
 JA0045  USGS QUAD   -  MITCHELL (1980)
 JA0045
 JA0045                         *CURRENT SURVEY CONTROL
 JA0045  ___________________________________________________________________
 JA0045* NAD 83(1986)-  38 44 18.     (N)    086 25 29.     (W)     SCALED    
 JA0045* NAVD 88     -       197.603  (meters)     648.30   (feet)  ADJUSTED  
 JA0045  ___________________________________________________________________
 JA0045  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JA0045  DYNAMIC HT  -         197.475 (meters)     647.88  (feet)  COMP
 JA0045  MODELED GRAV-     979,978.0   (mgal)                       NAVD 88
 JA0045
 JA0045  VERT ORDER  -  FIRST     CLASS II
 JA0045
 JA0045.The horizontal coordinates were scaled from a topographic map and have
 JA0045.an estimated accuracy of +/- 6 seconds.
 JA0045
 JA0045.The orthometric height was determined by differential leveling
 JA0045.and adjusted by the National Geodetic Survey in June 1991..
 JA0045
 JA0045.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0045.See file dsdata.txt to determine how the superseded data were derived.
 JA0045
 JA0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH499878(NAD 83)
 JA0045_MARKER: DB = BENCH MARK DISK
 JA0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0045_STAMPING: 648.683 P 10 1930
 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             NGS
 JA0045
 JA0045                          STATION DESCRIPTION
 JA0045
 JA0045'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1582 ***********************************************************************
 LB1582  DESIGNATION -  P 100
 LB1582  PID         -  LB1582
 LB1582  STATE/COUNTY-  IN/WARREN
 LB1582  USGS QUAD   -  WEST LEBANON (1980)
 LB1582
 LB1582                         *CURRENT SURVEY CONTROL
 LB1582  ___________________________________________________________________
 LB1582* NAD 83(1986)-  40 15 47.     (N)    087 29 00.     (W)     SCALED    
 LB1582* NAVD 88     -       215.381  (meters)     706.63   (feet)  ADJUSTED  
 LB1582  ___________________________________________________________________
 LB1582  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 LB1582  DYNAMIC HT  -         215.273 (meters)     706.27  (feet)  COMP
 LB1582  MODELED GRAV-     980,116.7   (mgal)                       NAVD 88
 LB1582
 LB1582  VERT ORDER  -  SECOND    CLASS 0
 LB1582
 LB1582.The horizontal coordinates were scaled from a topographic map and have
 LB1582.an estimated accuracy of +/- 6 seconds.
 LB1582
 LB1582.The orthometric height was determined by differential leveling
 LB1582.and adjusted by the National Geodetic Survey in June 1991..
 LB1582
 LB1582.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1582.See file dsdata.txt to determine how the superseded data were derived.
 LB1582
 LB1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK589570(NAD 83)
 LB1582_MARKER: DB = BENCH MARK DISK
 LB1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1582_STAMPING: P 100 1946
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1957
 LB1582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1051 ***********************************************************************
 KA1051  DESIGNATION -  P 101
 KA1051  PID         -  KA1051
 KA1051  STATE/COUNTY-  IN/PARKE
 KA1051  USGS QUAD   -  ROCKVILLE (1978)
 KA1051
 KA1051                         *CURRENT SURVEY CONTROL
 KA1051  ___________________________________________________________________
 KA1051* NAD 83(1986)-  39 52 28.     (N)    087 07 35.     (W)     SCALED    
 KA1051* NAVD 88     -       231.058  (meters)     758.06   (feet)  ADJUSTED  
 KA1051  ___________________________________________________________________
 KA1051  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KA1051  DYNAMIC HT  -         230.930 (meters)     757.64  (feet)  COMP
 KA1051  MODELED GRAV-     980,063.5   (mgal)                       NAVD 88
 KA1051
 KA1051  VERT ORDER  -  SECOND    CLASS 0
 KA1051
 KA1051.The horizontal coordinates were scaled from a topographic map and have
 KA1051.an estimated accuracy of +/- 6 seconds.
 KA1051
 KA1051.The orthometric height was determined by differential leveling
 KA1051.and adjusted by the National Geodetic Survey in June 1991..
 KA1051
 KA1051.The geoid height was determined by GEOID03.
 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     -   513,580.      896,320.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1051.See file dsdata.txt to determine how the superseded data were derived.
 KA1051
 KA1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK891138(NAD 83)
 KA1051_MARKER: DB = BENCH MARK DISK
 KA1051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1051_SP_SET: CULVERT
 KA1051_STAMPING: P 101 1946
 KA1051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1775 ***********************************************************************
 LB1775  DESIGNATION -  P 102
 LB1775  PID         -  LB1775
 LB1775  STATE/COUNTY-  IN/FOUNTAIN
 LB1775  USGS QUAD   -  HILLSBORO (1980)
 LB1775
 LB1775                         *CURRENT SURVEY CONTROL
 LB1775  ___________________________________________________________________
 LB1775* NAD 83(1986)-  40 05 53.     (N)    087 14 41.     (W)     SCALED    
 LB1775* NAVD 88     -       181.655  (meters)     595.98   (feet)  ADJUSTED  
 LB1775  ___________________________________________________________________
 LB1775  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LB1775  DYNAMIC HT  -         181.560 (meters)     595.67  (feet)  COMP
 LB1775  MODELED GRAV-     980,098.4   (mgal)                       NAVD 88
 LB1775
 LB1775  VERT ORDER  -  SECOND    CLASS 0
 LB1775
 LB1775.The horizontal coordinates were scaled from a topographic map and have
 LB1775.an estimated accuracy of +/- 6 seconds.
 LB1775
 LB1775.The orthometric height was determined by differential leveling
 LB1775.and adjusted by the National Geodetic Survey in June 1991..
 LB1775
 LB1775.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1775.See file dsdata.txt to determine how the superseded data were derived.
 LB1775
 LB1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK791386(NAD 83)
 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_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 = OCTOBER  6, 2006
 KA0989 ***********************************************************************
 KA0989  DESIGNATION -  P 103
 KA0989  PID         -  KA0989
 KA0989  STATE/COUNTY-  IN/FOUNTAIN
 KA0989  USGS QUAD   -  KINGMAN (1978)
 KA0989
 KA0989                         *CURRENT SURVEY CONTROL
 KA0989  ___________________________________________________________________
 KA0989* NAD 83(1986)-  39 57 51.     (N)    087 18 38.     (W)     SCALED    
 KA0989* NAVD 88     -       202.588  (meters)     664.66   (feet)  ADJUSTED  
 KA0989  ___________________________________________________________________
 KA0989  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KA0989  DYNAMIC HT  -         202.480 (meters)     664.30  (feet)  COMP
 KA0989  MODELED GRAV-     980,084.7   (mgal)                       NAVD 88
 KA0989
 KA0989  VERT ORDER  -  SECOND    CLASS 0
 KA0989
 KA0989.The horizontal coordinates were scaled from a topographic map and have
 KA0989.an estimated accuracy of +/- 6 seconds.
 KA0989
 KA0989.The orthometric height was determined by differential leveling
 KA0989.and adjusted by the National Geodetic Survey in June 1991..
 KA0989
 KA0989.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0989.See file dsdata.txt to determine how the superseded data were derived.
 KA0989
 KA0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK734238(NAD 83)
 KA0989_MARKER: DB = BENCH MARK DISK
 KA0989_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0989_SP_SET: BRIDGE
 KA0989_STAMPING: P 103 1946
 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 = OCTOBER  6, 2006
 LB1762 ***********************************************************************
 LB1762  DESIGNATION -  P 104
 LB1762  PID         -  LB1762
 LB1762  STATE/COUNTY-  IN/FOUNTAIN
 LB1762  USGS QUAD   -  PERRYSVILLE (1991)
 LB1762
 LB1762                         *CURRENT SURVEY CONTROL
 LB1762  ___________________________________________________________________
 LB1762* NAD 83(1986)-  40 02 45.     (N)    087 24 09.     (W)     SCALED    
 LB1762* NAVD 88     -       204.500  (meters)     670.93   (feet)  ADJUSTED  
 LB1762  ___________________________________________________________________
 LB1762  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 LB1762  DYNAMIC HT  -         204.393 (meters)     670.58  (feet)  COMP
 LB1762  MODELED GRAV-     980,102.3   (mgal)                       NAVD 88
 LB1762
 LB1762  VERT ORDER  -  SECOND    CLASS 0
 LB1762
 LB1762.The horizontal coordinates were scaled from a topographic map and have
 LB1762.an estimated accuracy of +/- 6 seconds.
 LB1762
 LB1762.The orthometric height was determined by differential leveling
 LB1762.and adjusted by the National Geodetic Survey in June 1991..
 LB1762
 LB1762.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1762.See file dsdata.txt to determine how the superseded data were derived.
 LB1762
 LB1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK656329(NAD 83)
 LB1762_MARKER: DB = BENCH MARK DISK
 LB1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1762_STAMPING: P 104 1946
 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 = OCTOBER  6, 2006
 LB1305 ***********************************************************************
 LB1305  DESIGNATION -  P 106
 LB1305  PID         -  LB1305
 LB1305  STATE/COUNTY-  IN/NEWTON
 LB1305  USGS QUAD   -  GOODLAND (1976)
 LB1305
 LB1305                         *CURRENT SURVEY CONTROL
 LB1305  ___________________________________________________________________
 LB1305* NAD 83(1986)-  40 51 56.     (N)    087 18 21.     (W)     SCALED    
 LB1305* NAVD 88     -       197.315  (meters)     647.36   (feet)  ADJUSTED  
 LB1305  ___________________________________________________________________
 LB1305  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LB1305  DYNAMIC HT  -         197.228 (meters)     647.07  (feet)  COMP
 LB1305  MODELED GRAV-     980,181.1   (mgal)                       NAVD 88
 LB1305
 LB1305  VERT ORDER  -  SECOND    CLASS 0
 LB1305
 LB1305.The horizontal coordinates were scaled from a topographic map and have
 LB1305.an estimated accuracy of +/- 6 seconds.
 LB1305
 LB1305.The orthometric height was determined by differential leveling
 LB1305.and adjusted by the National Geodetic Survey in June 1991..
 LB1305
 LB1305.The geoid height was determined by GEOID03.
 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     -   623,650.      881,240.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1305.See file dsdata.txt to determine how the superseded data were derived.
 LB1305
 LB1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL742238(NAD 83)
 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
 LB1305  HISTORY     - Date     Condition        Report By
 LB1305  HISTORY     - 1946     MONUMENTED       CGS
 LB1305  HISTORY     - 19870730 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1090 ***********************************************************************
 LB1090  DESIGNATION -  P 107
 LB1090  PID         -  LB1090
 LB1090  STATE/COUNTY-  IN/WHITE
 LB1090  USGS QUAD   -  MONON (1980)
 LB1090
 LB1090                         *CURRENT SURVEY CONTROL
 LB1090  ___________________________________________________________________
 LB1090* NAD 83(1986)-  40 52 07.     (N)    086 52 46.     (W)     SCALED    
 LB1090* NAVD 88     -       208.392  (meters)     683.70   (feet)  ADJUSTED  
 LB1090  ___________________________________________________________________
 LB1090  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 LB1090  DYNAMIC HT  -         208.299 (meters)     683.39  (feet)  COMP
 LB1090  MODELED GRAV-     980,171.8   (mgal)                       NAVD 88
 LB1090
 LB1090  VERT ORDER  -  SECOND    CLASS 0
 LB1090
 LB1090.The horizontal coordinates were scaled from a topographic map and have
 LB1090.an estimated accuracy of +/- 6 seconds.
 LB1090
 LB1090.The orthometric height was determined by differential leveling
 LB1090.and adjusted by the National Geodetic Survey in June 1991..
 LB1090
 LB1090.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1090.See file dsdata.txt to determine how the superseded data were derived.
 LB1090
 LB1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL101241(NAD 83)
 LB1090_MARKER: DB = BENCH MARK DISK
 LB1090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1090_SP_SET: BUILDING
 LB1090_STAMPING: P 107 1946
 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 = OCTOBER  6, 2006
 ME1432 ***********************************************************************
 ME1432  DESIGNATION -  P 108
 ME1432  PID         -  ME1432
 ME1432  STATE/COUNTY-  IN/JASPER
 ME1432  USGS QUAD   -  PARR (1980)
 ME1432
 ME1432                         *CURRENT SURVEY CONTROL
 ME1432  ___________________________________________________________________
 ME1432* NAD 83(1986)-  41 00 56.     (N)    087 09 06.     (W)     SCALED    
 ME1432* NAVD 88     -       204.668  (meters)     671.48   (feet)  ADJUSTED  
 ME1432  ___________________________________________________________________
 ME1432  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 ME1432  DYNAMIC HT  -         204.580 (meters)     671.19  (feet)  COMP
 ME1432  MODELED GRAV-     980,188.6   (mgal)                       NAVD 88
 ME1432
 ME1432  VERT ORDER  -  SECOND    CLASS 0
 ME1432
 ME1432.The horizontal coordinates were scaled from a topographic map and have
 ME1432.an estimated accuracy of +/- 6 seconds.
 ME1432
 ME1432.The orthometric height was determined by differential leveling
 ME1432.and adjusted by the National Geodetic Survey in June 1991..
 ME1432
 ME1432.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1432.See file dsdata.txt to determine how the superseded data were derived.
 ME1432
 ME1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL872404(NAD 83)
 ME1432_MARKER: DB = BENCH MARK DISK
 ME1432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1432_SP_SET: CULVERT
 ME1432_STAMPING: P 108 1946
 ME1432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1432
 ME1432  HISTORY     - Date     Condition        Report By
 ME1432  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1453 ***********************************************************************
 LB1453  DESIGNATION -  P 109
 LB1453  PID         -  LB1453
 LB1453  STATE/COUNTY-  IN/NEWTON
 LB1453  USGS QUAD   -  GOODLAND (1976)
 LB1453
 LB1453                         *CURRENT SURVEY CONTROL
 LB1453  ___________________________________________________________________
 LB1453* NAD 83(1986)-  40 45 58.     (N)    087 21 46.     (W)     SCALED    
 LB1453* NAVD 88     -       208.899  (meters)     685.36   (feet)  ADJUSTED  
 LB1453  ___________________________________________________________________
 LB1453  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 LB1453  DYNAMIC HT  -         208.803 (meters)     685.05  (feet)  COMP
 LB1453  MODELED GRAV-     980,163.3   (mgal)                       NAVD 88
 LB1453
 LB1453  VERT ORDER  -  SECOND    CLASS 0
 LB1453
 LB1453.The horizontal coordinates were scaled from a topographic map and have
 LB1453.an estimated accuracy of +/- 6 seconds.
 LB1453
 LB1453.The orthometric height was determined by differential leveling
 LB1453.and adjusted by the National Geodetic Survey in June 1991..
 LB1453
 LB1453.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1453.See file dsdata.txt to determine how the superseded data were derived.
 LB1453
 LB1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL693128(NAD 83)
 LB1453_MARKER: DB = BENCH MARK DISK
 LB1453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1453_SP_SET: CULVERT
 LB1453_STAMPING: P 109 1946
 LB1453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME1427 ***********************************************************************
 ME1427  DESIGNATION -  P 110
 ME1427  PID         -  ME1427
 ME1427  STATE/COUNTY-  IN/JASPER
 ME1427  USGS QUAD   -  GIFFORD (1962)
 ME1427
 ME1427                         *CURRENT SURVEY CONTROL
 ME1427  ___________________________________________________________________
 ME1427* NAD 83(1986)-  41 01 39.     (N)    087 03 54.     (W)     SCALED    
 ME1427* NAVD 88     -       208.782  (meters)     684.98   (feet)  ADJUSTED  
 ME1427  ___________________________________________________________________
 ME1427  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME1427  DYNAMIC HT  -         208.692 (meters)     684.68  (feet)  COMP
 ME1427  MODELED GRAV-     980,185.4   (mgal)                       NAVD 88
 ME1427
 ME1427  VERT ORDER  -  SECOND    CLASS 0
 ME1427
 ME1427.The horizontal coordinates were scaled from a topographic map and have
 ME1427.an estimated accuracy of +/- 6 seconds.
 ME1427
 ME1427.The orthometric height was determined by differential leveling
 ME1427.and adjusted by the National Geodetic Survey in June 1991..
 ME1427
 ME1427.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1427.See file dsdata.txt to determine how the superseded data were derived.
 ME1427
 ME1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL945418(NAD 83)
 ME1427_MARKER: DB = BENCH MARK DISK
 ME1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1427_STAMPING: P 110 1946
 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   BUTLER
 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 AND SEUFERT INC 2005 (JRC)
 ME1427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0908 ***********************************************************************
 LB0908  DESIGNATION -  P 111
 LB0908  PID         -  LB0908
 LB0908  STATE/COUNTY-  IN/MONTGOMERY
 LB0908  USGS QUAD   -  DARLINGTON (1980)
 LB0908
 LB0908                         *CURRENT SURVEY CONTROL
 LB0908  ___________________________________________________________________
 LB0908* NAD 83(1986)-  40 02 48.     (N)    086 50 23.     (W)     SCALED    
 LB0908* NAVD 88     -       240.287  (meters)     788.34   (feet)  ADJUSTED  
 LB0908  ___________________________________________________________________
 LB0908  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 LB0908  DYNAMIC HT  -         240.158 (meters)     787.92  (feet)  COMP
 LB0908  MODELED GRAV-     980,080.6   (mgal)                       NAVD 88
 LB0908
 LB0908  VERT ORDER  -  SECOND    CLASS 0
 LB0908
 LB0908.The horizontal coordinates were scaled from a topographic map and have
 LB0908.an estimated accuracy of +/- 6 seconds.
 LB0908
 LB0908.The orthometric height was determined by differential leveling
 LB0908.and adjusted by the National Geodetic Survey in June 1991..
 LB0908
 LB0908.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0908.See file dsdata.txt to determine how the superseded data were derived.
 LB0908
 LB0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK136329(NAD 83)
 LB0908_MARKER: DB = BENCH MARK DISK
 LB0908_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0908_SP_SET: CULVERT HEADWALL
 LB0908_STAMPING: P 111 1946
 LB0908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0615 ***********************************************************************
 LB0615  DESIGNATION -  P 112
 LB0615  PID         -  LB0615
 LB0615  STATE/COUNTY-  IN/BOONE
 LB0615  USGS QUAD   -  LEBANON (1979)
 LB0615
 LB0615                         *CURRENT SURVEY CONTROL
 LB0615  ___________________________________________________________________
 LB0615* NAD 83(1986)-  40 02 22.     (N)    086 23 36.     (W)     SCALED    
 LB0615* NAVD 88     -       289.737  (meters)     950.58   (feet)  ADJUSTED  
 LB0615  ___________________________________________________________________
 LB0615  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 LB0615  DYNAMIC HT  -         289.576 (meters)     950.05  (feet)  COMP
 LB0615  MODELED GRAV-     980,062.7   (mgal)                       NAVD 88
 LB0615
 LB0615  VERT ORDER  -  SECOND    CLASS 0
 LB0615
 LB0615.The horizontal coordinates were scaled from a topographic map and have
 LB0615.an estimated accuracy of +/- 6 seconds.
 LB0615
 LB0615.The orthometric height was determined by differential leveling
 LB0615.and adjusted by the National Geodetic Survey in June 1991..
 LB0615
 LB0615.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0615.See file dsdata.txt to determine how the superseded data were derived.
 LB0615
 LB0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK517323(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0855 ***********************************************************************
 LB0855  DESIGNATION -  P 113
 LB0855  PID         -  LB0855
 LB0855  STATE/COUNTY-  IN/BOONE
 LB0855  USGS QUAD   -  THORNTOWN (1991)
 LB0855
 LB0855                         *CURRENT SURVEY CONTROL
 LB0855  ___________________________________________________________________
 LB0855* NAD 83(1986)-  40 07 45.     (N)    086 36 01.     (W)     SCALED    
 LB0855* NAVD 88     -       251.106  (meters)     823.84   (feet)  ADJUSTED  
 LB0855  ___________________________________________________________________
 LB0855  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 LB0855  DYNAMIC HT  -         250.970 (meters)     823.39  (feet)  COMP
 LB0855  MODELED GRAV-     980,078.1   (mgal)                       NAVD 88
 LB0855
 LB0855  VERT ORDER  -  SECOND    CLASS 0
 LB0855
 LB0855.The horizontal coordinates were scaled from a topographic map and have
 LB0855.an estimated accuracy of +/- 6 seconds.
 LB0855
 LB0855.The orthometric height was determined by differential leveling
 LB0855.and adjusted by the National Geodetic Survey in June 1991..
 LB0855
 LB0855.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0855.See file dsdata.txt to determine how the superseded data were derived.
 LB0855
 LB0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK340421(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0915 ***********************************************************************
 LB0915  DESIGNATION -  P 114
 LB0915  PID         -  LB0915
 LB0915  STATE/COUNTY-  IN/CLINTON
 LB0915  USGS QUAD   -  FRANKFORT (1991)
 LB0915
 LB0915                         *CURRENT SURVEY CONTROL
 LB0915  ___________________________________________________________________
 LB0915* NAD 83(1986)-  40 15 02.     (N)    086 30 34.     (W)     SCALED    
 LB0915* NAVD 88     -       264.779  (meters)     868.70   (feet)  ADJUSTED  
 LB0915  ___________________________________________________________________
 LB0915  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 LB0915  DYNAMIC HT  -         264.639 (meters)     868.24  (feet)  COMP
 LB0915  MODELED GRAV-     980,090.3   (mgal)                       NAVD 88
 LB0915
 LB0915  VERT ORDER  -  SECOND    CLASS 0
 LB0915
 LB0915.The horizontal coordinates were scaled from a topographic map and have
 LB0915.an estimated accuracy of +/- 6 seconds.
 LB0915
 LB0915.The orthometric height was determined by differential leveling
 LB0915.and adjusted by the National Geodetic Survey in June 1991..
 LB0915
 LB0915.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0915.See file dsdata.txt to determine how the superseded data were derived.
 LB0915
 LB0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK417556(NAD 83)
 LB0915_MARKER: DB = BENCH MARK DISK
 LB0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0915_STAMPING: P 114 1946
 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 = OCTOBER  6, 2006
 LB0094 ***********************************************************************
 LB0094  DESIGNATION -  P 115
 LB0094  PID         -  LB0094
 LB0094  STATE/COUNTY-  IN/CASS
 LB0094  USGS QUAD   -  YOUNG AMERICA (1959)
 LB0094
 LB0094                         *CURRENT SURVEY CONTROL
 LB0094  ___________________________________________________________________
 LB0094* NAD 83(1986)-  40 36 43.     (N)    086 21 54.     (W)     SCALED    
 LB0094* NAVD 88     -       218.941  (meters)     718.31   (feet)  ADJUSTED  
 LB0094  ___________________________________________________________________
 LB0094  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 LB0094  DYNAMIC HT  -         218.833 (meters)     717.95  (feet)  COMP
 LB0094  MODELED GRAV-     980,124.6   (mgal)                       NAVD 88
 LB0094
 LB0094  VERT ORDER  -  SECOND    CLASS 0
 LB0094
 LB0094.The horizontal coordinates were scaled from a topographic map and have
 LB0094.an estimated accuracy of +/- 6 seconds.
 LB0094
 LB0094.The orthometric height was determined by differential leveling
 LB0094.and adjusted by the National Geodetic Survey in June 1991..
 LB0094
 LB0094.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0094.See file dsdata.txt to determine how the superseded data were derived.
 LB0094
 LB0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK537958(NAD 83)
 LB0094_MARKER: DB = BENCH MARK DISK
 LB0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0094_STAMPING: P 115 1946
 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 = OCTOBER  6, 2006
 LB0002 ***********************************************************************
 LB0002  DESIGNATION -  P 116
 LB0002  PID         -  LB0002
 LB0002  STATE/COUNTY-  IN/CARROLL
 LB0002  USGS QUAD   -  DEER CREEK (1962)
 LB0002
 LB0002                         *CURRENT SURVEY CONTROL
 LB0002  ___________________________________________________________________
 LB0002* NAD 83(1986)-  40 31 03.     (N)    086 23 31.     (W)     SCALED    
 LB0002* NAVD 88     -       238.176  (meters)     781.42   (feet)  ADJUSTED  
 LB0002  ___________________________________________________________________
 LB0002  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 LB0002  DYNAMIC HT  -         238.055 (meters)     781.02  (feet)  COMP
 LB0002  MODELED GRAV-     980,112.1   (mgal)                       NAVD 88
 LB0002
 LB0002  VERT ORDER  -  SECOND    CLASS 0
 LB0002
 LB0002.The horizontal coordinates were scaled from a topographic map and have
 LB0002.an estimated accuracy of +/- 6 seconds.
 LB0002
 LB0002.The orthometric height was determined by differential leveling
 LB0002.and adjusted by the National Geodetic Survey in June 1991..
 LB0002
 LB0002.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0002.See file dsdata.txt to determine how the superseded data were derived.
 LB0002
 LB0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK515853(NAD 83)
 LB0002_MARKER: DB = BENCH MARK DISK
 LB0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0002_SP_SET: BUILDING
 LB0002_STAMPING: P 116 1946
 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 = OCTOBER  6, 2006
 LB0449 ***********************************************************************
 LB0449  DESIGNATION -  P 117
 LB0449  PID         -  LB0449
 LB0449  STATE/COUNTY-  IN/CLINTON
 LB0449  USGS QUAD   -  BURLINGTON (1984)
 LB0449
 LB0449                         *CURRENT SURVEY CONTROL
 LB0449  ___________________________________________________________________
 LB0449* NAD 83(1986)-  40 23 16.     (N)    086 25 51.     (W)     SCALED    
 LB0449* NAVD 88     -       262.446  (meters)     861.04   (feet)  ADJUSTED  
 LB0449  ___________________________________________________________________
 LB0449  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 LB0449  DYNAMIC HT  -         262.309 (meters)     860.59  (feet)  COMP
 LB0449  MODELED GRAV-     980,097.6   (mgal)                       NAVD 88
 LB0449
 LB0449  VERT ORDER  -  SECOND    CLASS 0
 LB0449
 LB0449.The horizontal coordinates were scaled from a topographic map and have
 LB0449.an estimated accuracy of +/- 6 seconds.
 LB0449
 LB0449.The orthometric height was determined by differential leveling
 LB0449.and adjusted by the National Geodetic Survey in June 1991..
 LB0449
 LB0449.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0449.See file dsdata.txt to determine how the superseded data were derived.
 LB0449
 LB0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK483709(NAD 83)
 LB0449_MARKER: DB = BENCH MARK DISK
 LB0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0449_STAMPING: P 117 1946
 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 = OCTOBER  6, 2006
 LB0961 ***********************************************************************
 LB0961  DESIGNATION -  P 118
 LB0961  PID         -  LB0961
 LB0961  STATE/COUNTY-  IN/CARROLL
 LB0961  USGS QUAD   -  FLORA (1986)
 LB0961
 LB0961                         *CURRENT SURVEY CONTROL
 LB0961  ___________________________________________________________________
 LB0961* NAD 83(1986)-  40 34 49.     (N)    086 32 04.     (W)     SCALED    
 LB0961* NAVD 88     -       207.319  (meters)     680.18   (feet)  ADJUSTED  
 LB0961  ___________________________________________________________________
 LB0961  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 LB0961  DYNAMIC HT  -         207.217 (meters)     679.84  (feet)  COMP
 LB0961  MODELED GRAV-     980,128.6   (mgal)                       NAVD 88
 LB0961
 LB0961  VERT ORDER  -  SECOND    CLASS 0
 LB0961
 LB0961.The horizontal coordinates were scaled from a topographic map and have
 LB0961.an estimated accuracy of +/- 6 seconds.
 LB0961
 LB0961.The orthometric height was determined by differential leveling
 LB0961.and adjusted by the National Geodetic Survey in June 1991..
 LB0961
 LB0961.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0961.See file dsdata.txt to determine how the superseded data were derived.
 LB0961
 LB0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK394922(NAD 83)
 LB0961_MARKER: DB = BENCH MARK DISK
 LB0961_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0961_SP_SET: CONCRETE BOX CULVERT
 LB0961_STAMPING: P 118 1946
 LB0961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0974 ***********************************************************************
 LB0974  DESIGNATION -  P 119
 LB0974  PID         -  LB0974
 LB0974  STATE/COUNTY-  IN/CARROLL
 LB0974  USGS QUAD   -  DELPHI (1979)
 LB0974
 LB0974                         *CURRENT SURVEY CONTROL
 LB0974  ___________________________________________________________________
 LB0974* NAD 83(1986)-  40 33 42.     (N)    086 39 17.     (W)     SCALED    
 LB0974* NAVD 88     -       203.084  (meters)     666.28   (feet)  ADJUSTED  
 LB0974  ___________________________________________________________________
 LB0974  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 LB0974  DYNAMIC HT  -         202.984 (meters)     665.96  (feet)  COMP
 LB0974  MODELED GRAV-     980,131.7   (mgal)                       NAVD 88
 LB0974
 LB0974  VERT ORDER  -  SECOND    CLASS 0
 LB0974
 LB0974.The horizontal coordinates were scaled from a topographic map and have
 LB0974.an estimated accuracy of +/- 6 seconds.
 LB0974
 LB0974.The orthometric height was determined by differential leveling
 LB0974.and adjusted by the National Geodetic Survey in June 1991..
 LB0974
 LB0974.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0974.See file dsdata.txt to determine how the superseded data were derived.
 LB0974
 LB0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK292901(NAD 83)
 LB0974_MARKER: DB = BENCH MARK DISK
 LB0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0974_STAMPING: P 119 1946
 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             BUTLER
 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 AND SEUFERT INC 2004 (JRC)
 LB0974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0765 ***********************************************************************
 JA0765  DESIGNATION -  P 12
 JA0765  PID         -  JA0765
 JA0765  STATE/COUNTY-  IN/GREENE
 JA0765  USGS QUAD   -  SCOTLAND (1979)
 JA0765
 JA0765                         *CURRENT SURVEY CONTROL
 JA0765  ___________________________________________________________________
 JA0765* NAD 83(1986)-  38 58 13.     (N)    086 58 45.     (W)     SCALED    
 JA0765* NAVD 88     -       155.028  (meters)     508.62   (feet)  ADJUSTED  
 JA0765  ___________________________________________________________________
 JA0765  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JA0765  DYNAMIC HT  -         154.933 (meters)     508.31  (feet)  COMP
 JA0765  MODELED GRAV-     980,009.8   (mgal)                       NAVD 88
 JA0765
 JA0765  VERT ORDER  -  FIRST     CLASS II
 JA0765
 JA0765.The horizontal coordinates were scaled from a topographic map and have
 JA0765.an estimated accuracy of +/- 6 seconds.
 JA0765
 JA0765.The orthometric height was determined by differential leveling
 JA0765.and adjusted by the National Geodetic Survey in June 1991..
 JA0765
 JA0765.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0765.See file dsdata.txt to determine how the superseded data were derived.
 JA0765
 JA0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ018134(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0765
 JA0765  HISTORY     - Date     Condition        Report By
 JA0765  HISTORY     - 1930     MONUMENTED       CGS
 JA0765  HISTORY     - 1934     GOOD             NGS
 JA0765  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0765
 JA0765                          STATION DESCRIPTION
 JA0765
 JA0765'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0702 ***********************************************************************
 LB0702  DESIGNATION -  P 120
 LB0702  PID         -  LB0702
 LB0702  STATE/COUNTY-  IN/CARROLL
 LB0702  USGS QUAD   -  PYRMONT (1961)
 LB0702
 LB0702                         *CURRENT SURVEY CONTROL
 LB0702  ___________________________________________________________________
 LB0702* NAD 83(1986)-  40 28 29.     (N)    086 41 39.     (W)     SCALED    
 LB0702* NAVD 88     -       206.111  (meters)     676.22   (feet)  ADJUSTED  
 LB0702  ___________________________________________________________________
 LB0702  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 LB0702  DYNAMIC HT  -         206.009 (meters)     675.88  (feet)  COMP
 LB0702  MODELED GRAV-     980,124.7   (mgal)                       NAVD 88
 LB0702
 LB0702  VERT ORDER  -  SECOND    CLASS 0
 LB0702
 LB0702.The horizontal coordinates were scaled from a topographic map and have
 LB0702.an estimated accuracy of +/- 6 seconds.
 LB0702
 LB0702.The orthometric height was determined by differential leveling
 LB0702.and adjusted by the National Geodetic Survey in June 1991..
 LB0702
 LB0702.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0702.See file dsdata.txt to determine how the superseded data were derived.
 LB0702
 LB0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK259804(NAD 83)
 LB0702_MARKER: DB = BENCH MARK DISK
 LB0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0702_STAMPING: P 120 1946
 LB0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0702+STABILITY: SURFACE MOTION
 LB0702
 LB0702  HISTORY     - Date     Condition        Report By
 LB0702  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0660 ***********************************************************************
 KA0660  DESIGNATION -  P 121
 KA0660  PID         -  KA0660
 KA0660  STATE/COUNTY-  IN/PUTNAM
 KA0660  USGS QUAD   -  GREENCASTLE (1986)
 KA0660
 KA0660                         *CURRENT SURVEY CONTROL
 KA0660  ___________________________________________________________________
 KA0660* NAD 83(1986)-  39 40 10.     (N)    086 47 37.     (W)     SCALED    
 KA0660* NAVD 88     -       248.886  (meters)     816.55   (feet)  POSTED    
 KA0660  ___________________________________________________________________
 KA0660  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KA0660  DYNAMIC HT  -         248.750 (meters)     816.11  (feet)  COMP
 KA0660  MODELED GRAV-     980,055.0   (mgal)                       NAVD 88
 KA0660
 KA0660  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KA0660
 KA0660.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KA0660.rate of 1.1 thru 2.0 mm/km.
 KA0660
 KA0660.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0660.See file dsdata.txt to determine how the superseded data were derived.
 KA0660
 KA0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ177910(NAD 83)
 KA0660_MARKER: DB = BENCH MARK DISK
 KA0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0660_STAMPING: P 121 1946
 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 = OCTOBER  6, 2006
 LB1381 ***********************************************************************
 LB1381  DESIGNATION -  P 122
 LB1381  PID         -  LB1381
 LB1381  STATE/COUNTY-  IN/BENTON
 LB1381  USGS QUAD   -  FOWLER (1980)
 LB1381
 LB1381                         *CURRENT SURVEY CONTROL
 LB1381  ___________________________________________________________________
 LB1381* NAD 83(1986)-  40 37 20.     (N)    087 20 39.     (W)     SCALED    
 LB1381* NAVD 88     -       249.306  (meters)     817.93   (feet)  ADJUSTED  
 LB1381  ___________________________________________________________________
 LB1381  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 LB1381  DYNAMIC HT  -         249.186 (meters)     817.54  (feet)  COMP
 LB1381  MODELED GRAV-     980,135.8   (mgal)                       NAVD 88
 LB1381
 LB1381  VERT ORDER  -  SECOND    CLASS 0
 LB1381
 LB1381.The horizontal coordinates were scaled from a topographic map and have
 LB1381.an estimated accuracy of +/- 6 seconds.
 LB1381
 LB1381.The orthometric height was determined by differential leveling
 LB1381.and adjusted by the National Geodetic Survey in June 1991..
 LB1381
 LB1381.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1381.See file dsdata.txt to determine how the superseded data were derived.
 LB1381
 LB1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK708968(NAD 83)
 LB1381_MARKER: DB = BENCH MARK DISK
 LB1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1381_STAMPING: P 122 1946
 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 = OCTOBER  6, 2006
 LB1111 ***********************************************************************
 LB1111  DESIGNATION -  P 123
 LB1111  PID         -  LB1111
 LB1111  STATE/COUNTY-  IN/WHITE
 LB1111  USGS QUAD   -  BROOKSTON SW (1980)
 LB1111
 LB1111                         *CURRENT SURVEY CONTROL
 LB1111  ___________________________________________________________________
 LB1111* NAD 83(1986)-  40 36 18.     (N)    086 56 49.     (W)     SCALED    
 LB1111* NAVD 88     -       217.853  (meters)     714.74   (feet)  ADJUSTED  
 LB1111  ___________________________________________________________________
 LB1111  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 LB1111  DYNAMIC HT  -         217.749 (meters)     714.40  (feet)  COMP
 LB1111  MODELED GRAV-     980,139.9   (mgal)                       NAVD 88
 LB1111
 LB1111  VERT ORDER  -  SECOND    CLASS 0
 LB1111
 LB1111.The horizontal coordinates were scaled from a topographic map and have
 LB1111.an estimated accuracy of +/- 6 seconds.
 LB1111
 LB1111.The orthometric height was determined by differential leveling
 LB1111.and adjusted by the National Geodetic Survey in June 1991..
 LB1111
 LB1111.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1111.See file dsdata.txt to determine how the superseded data were derived.
 LB1111
 LB1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK044949(NAD 83)
 LB1111_MARKER: DB = BENCH MARK DISK
 LB1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1111_STAMPING: P 123 1946
 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 = OCTOBER  6, 2006
 LB1218 ***********************************************************************
 LB1218  DESIGNATION -  P 124
 LB1218  PID         -  LB1218
 LB1218  STATE/COUNTY-  IN/BENTON
 LB1218  USGS QUAD   -  MOUNT GILBOA (1962)
 LB1218
 LB1218                         *CURRENT SURVEY CONTROL
 LB1218  ___________________________________________________________________
 LB1218* NAD 83(1986)-  40 38 06.     (N)    087 10 02.     (W)     SCALED    
 LB1218* NAVD 88     -       221.315  (meters)     726.10   (feet)  ADJUSTED  
 LB1218  ___________________________________________________________________
 LB1218  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 LB1218  DYNAMIC HT  -         221.208 (meters)     725.75  (feet)  COMP
 LB1218  MODELED GRAV-     980,136.5   (mgal)                       NAVD 88
 LB1218
 LB1218  VERT ORDER  -  SECOND    CLASS 0
 LB1218
 LB1218.The horizontal coordinates were scaled from a topographic map and have
 LB1218.an estimated accuracy of +/- 6 seconds.
 LB1218
 LB1218.The orthometric height was determined by differential leveling
 LB1218.and adjusted by the National Geodetic Survey in June 1991..
 LB1218
 LB1218.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1218.See file dsdata.txt to determine how the superseded data were derived.
 LB1218
 LB1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK858982(NAD 83)
 LB1218_MARKER: DB = BENCH MARK DISK
 LB1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1218_STAMPING: P 124 1946
 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 = OCTOBER  6, 2006
 LB1182 ***********************************************************************
 LB1182  DESIGNATION -  P 125
 LB1182  PID         -  LB1182
 LB1182  STATE/COUNTY-  IN/WHITE
 LB1182  USGS QUAD   -  MONTICELLO SOUTH (1987)
 LB1182
 LB1182                         *CURRENT SURVEY CONTROL
 LB1182  ___________________________________________________________________
 LB1182* NAD 83(1986)-  40 42 03.     (N)    086 52 18.     (W)     SCALED    
 LB1182* NAVD 88     -       209.600  (meters)     687.66   (feet)  ADJUSTED  
 LB1182  ___________________________________________________________________
 LB1182  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 LB1182  DYNAMIC HT  -         209.502 (meters)     687.34  (feet)  COMP
 LB1182  MODELED GRAV-     980,152.4   (mgal)                       NAVD 88
 LB1182
 LB1182  VERT ORDER  -  SECOND    CLASS 0
 LB1182
 LB1182.The horizontal coordinates were scaled from a topographic map and have
 LB1182.an estimated accuracy of +/- 6 seconds.
 LB1182
 LB1182.The orthometric height was determined by differential leveling
 LB1182.and adjusted by the National Geodetic Survey in June 1991..
 LB1182
 LB1182.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1182.See file dsdata.txt to determine how the superseded data were derived.
 LB1182
 LB1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL108055(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1182
 LB1182  HISTORY     - Date     Condition        Report By
 LB1182  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1062 ***********************************************************************
 LB1062  DESIGNATION -  P 126
 LB1062  PID         -  LB1062
 LB1062  STATE/COUNTY-  IN/WHITE
 LB1062  USGS QUAD   -  BUFFALO (1979)
 LB1062
 LB1062                         *CURRENT SURVEY CONTROL
 LB1062  ___________________________________________________________________
 LB1062* NAD 83(1997)-  40 52 59.33044(N)    086 39 29.41866(W)     ADJUSTED  
 LB1062* NAVD 88     -       211.299  (meters)     693.24   (feet)  ADJUSTED  
 LB1062  ___________________________________________________________________
 LB1062  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 LB1062  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 LB1062  DYNAMIC HT  -         211.205 (meters)     692.93  (feet)  COMP
 LB1062  MODELED GRAV-     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
 LB1062.and adjusted by the National Geodetic Survey in June 1991..
 LB1062
 LB1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB1062
 LB1062.The geoid height was determined by GEOID03.
 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;                    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;SPC IN E     -   626,055.093    16,434.553   MT  1.00005258   -0 38 56.4
 LB1062;SPC IN E     - 2,053,982.42     53,919.03   sFT  1.00005258   -0 38 56.4
 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!SPC IN E     -   0.99997215  x   1.00005258  =   1.00002472
 LB1062!UTM  16      -   0.99997215  x   0.99961021  =   0.99958237
 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
 LB1062.Superseded values are not recommended for survey control.
 LB1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1062.See file dsdata.txt to determine how the superseded data were derived.
 LB1062
 LB1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL2879925842(NAD 83)
 LB1062_MARKER: DB = BENCH MARK DISK
 LB1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1062_STAMPING: P 126 1946
 LB1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1062+STABILITY: SURFACE MOTION
 LB1062
 LB1062  HISTORY     - Date     Condition        Report By
 LB1062  HISTORY     - 1946     MONUMENTED       CGS
 LB1062  HISTORY     - 1947     GOOD             CGS
 LB1062  HISTORY     - 1978     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1118 ***********************************************************************
 LB1118  DESIGNATION -  P 127
 LB1118  PID         -  LB1118
 LB1118  STATE/COUNTY-  IN/WHITE
 LB1118  USGS QUAD   -  IDAVILLE (1977)
 LB1118
 LB1118                         *CURRENT SURVEY CONTROL
 LB1118  ___________________________________________________________________
 LB1118* NAD 83(1986)-  40 45 59.     (N)    086 44 45.     (W)     SCALED    
 LB1118* NAVD 88     -       207.933  (meters)     682.19   (feet)  ADJUSTED  
 LB1118  ___________________________________________________________________
 LB1118  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 LB1118  DYNAMIC HT  -         207.837 (meters)     681.88  (feet)  COMP
 LB1118  MODELED GRAV-     980,158.1   (mgal)                       NAVD 88
 LB1118
 LB1118  VERT ORDER  -  SECOND    CLASS 0
 LB1118
 LB1118.The horizontal coordinates were scaled from a topographic map and have
 LB1118.an estimated accuracy of +/- 6 seconds.
 LB1118
 LB1118.The orthometric height was determined by differential leveling
 LB1118.and adjusted by the National Geodetic Survey in June 1991..
 LB1118
 LB1118.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1118.See file dsdata.txt to determine how the superseded data were derived.
 LB1118
 LB1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL214128(NAD 83)
 LB1118_MARKER: DB = BENCH MARK DISK
 LB1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1118_STAMPING: P 127 1946
 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 = OCTOBER  6, 2006
 LB1146 ***********************************************************************
 LB1146  DESIGNATION -  P 129
 LB1146  PID         -  LB1146
 LB1146  STATE/COUNTY-  IN/PULASKI
 LB1146  USGS QUAD   -  BUFFALO (1979)
 LB1146
 LB1146                         *CURRENT SURVEY CONTROL
 LB1146  ___________________________________________________________________
 LB1146* NAD 83(1986)-  40 58 39.     (N)    086 44 48.     (W)     SCALED    
 LB1146* NAVD 88     -       211.517  (meters)     693.95   (feet)  ADJUSTED  
 LB1146  ___________________________________________________________________
 LB1146  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 LB1146  DYNAMIC HT  -         211.425 (meters)     693.65  (feet)  COMP
 LB1146  MODELED GRAV-     980,183.2   (mgal)                       NAVD 88
 LB1146
 LB1146  VERT ORDER  -  SECOND    CLASS 0
 LB1146
 LB1146.The horizontal coordinates were scaled from a topographic map and have
 LB1146.an estimated accuracy of +/- 6 seconds.
 LB1146
 LB1146.The orthometric height was determined by differential leveling
 LB1146.and adjusted by the National Geodetic Survey in June 1991..
 LB1146
 LB1146.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1146.See file dsdata.txt to determine how the superseded data were derived.
 LB1146
 LB1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL213362(NAD 83)
 LB1146_MARKER: DB = BENCH MARK DISK
 LB1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1146_STAMPING: P 129 1946
 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 = OCTOBER  6, 2006
 KA0295 ***********************************************************************
 KA0295  DESIGNATION -  P 13
 KA0295  PID         -  KA0295
 KA0295  STATE/COUNTY-  IN/MORGAN
 KA0295  USGS QUAD   -  MARTINSVILLE (1993)
 KA0295
 KA0295                         *CURRENT SURVEY CONTROL
 KA0295  ___________________________________________________________________
 KA0295* NAD 83(1986)-  39 25 30.     (N)    086 27 49.     (W)     SCALED    
 KA0295* NAVD 88     -       182.703  (meters)     599.42   (feet)  ADJUSTED  
 KA0295  ___________________________________________________________________
 KA0295  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KA0295  DYNAMIC HT  -         182.598 (meters)     599.07  (feet)  COMP
 KA0295  MODELED GRAV-     980,052.5   (mgal)                       NAVD 88
 KA0295
 KA0295  VERT ORDER  -  FIRST     CLASS II
 KA0295
 KA0295.The horizontal coordinates were scaled from a topographic map and have
 KA0295.an estimated accuracy of +/- 6 seconds.
 KA0295
 KA0295.The orthometric height was determined by differential leveling
 KA0295.and adjusted by the National Geodetic Survey in June 1991..
 KA0295
 KA0295.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0295.See file dsdata.txt to determine how the superseded data were derived.
 KA0295
 KA0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ461640(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0295
 KA0295  HISTORY     - Date     Condition        Report By
 KA0295  HISTORY     - 1930     MONUMENTED       CGS
 KA0295  HISTORY     - 1946     GOOD             NGS
 KA0295
 KA0295                          STATION DESCRIPTION
 KA0295
 KA0295'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0721 ***********************************************************************
 ME0721  DESIGNATION -  P 130
 ME0721  PID         -  ME0721
 ME0721  STATE/COUNTY-  IN/PULASKI
 ME0721  USGS QUAD   -  WINAMAC (1980)
 ME0721
 ME0721                         *CURRENT SURVEY CONTROL
 ME0721  ___________________________________________________________________
 ME0721* NAD 83(1986)-  41 05 03.     (N)    086 37 22.     (W)     SCALED    
 ME0721* NAVD 88     -       213.744  (meters)     701.26   (feet)  ADJUSTED  
 ME0721  ___________________________________________________________________
 ME0721  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 ME0721  DYNAMIC HT  -         213.653 (meters)     700.96  (feet)  COMP
 ME0721  MODELED GRAV-     980,194.1   (mgal)                       NAVD 88
 ME0721
 ME0721  VERT ORDER  -  SECOND    CLASS 0
 ME0721
 ME0721.The horizontal coordinates were scaled from a topographic map and have
 ME0721.an estimated accuracy of +/- 6 seconds.
 ME0721
 ME0721.The orthometric height was determined by differential leveling
 ME0721.and adjusted by the National Geodetic Survey in June 1991..
 ME0721
 ME0721.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0721.See file dsdata.txt to determine how the superseded data were derived.
 ME0721
 ME0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL316481(NAD 83)
 ME0721_MARKER: DB = BENCH MARK DISK
 ME0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0721_STAMPING: P 130 1946
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 LB0051 ***********************************************************************
 LB0051  DESIGNATION -  P 131
 LB0051  PID         -  LB0051
 LB0051  STATE/COUNTY-  IN/CASS
 LB0051  USGS QUAD   -  LOGANSPORT (1987)
 LB0051
 LB0051                         *CURRENT SURVEY CONTROL
 LB0051  ___________________________________________________________________
 LB0051* NAD 83(1986)-  40 48 24.     (N)    086 21 52.     (W)     SCALED    
 LB0051* NAVD 88     -       225.759  (meters)     740.68   (feet)  ADJUSTED  
 LB0051  ___________________________________________________________________
 LB0051  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 LB0051  DYNAMIC HT  -         225.654 (meters)     740.33  (feet)  COMP
 LB0051  MODELED GRAV-     980,150.4   (mgal)                       NAVD 88
 LB0051
 LB0051  VERT ORDER  -  SECOND    CLASS 0
 LB0051
 LB0051.The horizontal coordinates were scaled from a topographic map and have
 LB0051.an estimated accuracy of +/- 6 seconds.
 LB0051
 LB0051.The orthometric height was determined by differential leveling
 LB0051.and adjusted by the National Geodetic Survey in June 1991..
 LB0051
 LB0051.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0051.See file dsdata.txt to determine how the superseded data were derived.
 LB0051
 LB0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL536174(NAD 83)
 LB0051_MARKER: DB = BENCH MARK DISK
 LB0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0051_STAMPING: P 131 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0641 ***********************************************************************
 ME0641  DESIGNATION -  P 132
 ME0641  PID         -  ME0641
 ME0641  STATE/COUNTY-  IN/STARKE
 ME0641  USGS QUAD   -  DENHAM (1962)
 ME0641
 ME0641                         *CURRENT SURVEY CONTROL
 ME0641  ___________________________________________________________________
 ME0641* NAD 83(1986)-  41 12 54.     (N)    086 41 54.     (W)     SCALED    
 ME0641* NAVD 88     -       216.512  (meters)     710.34   (feet)  ADJUSTED  
 ME0641  ___________________________________________________________________
 ME0641  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME0641  DYNAMIC HT  -         216.420 (meters)     710.04  (feet)  COMP
 ME0641  MODELED GRAV-     980,197.8   (mgal)                       NAVD 88
 ME0641
 ME0641  VERT ORDER  -  SECOND    CLASS 0
 ME0641
 ME0641.The horizontal coordinates were scaled from a topographic map and have
 ME0641.an estimated accuracy of +/- 6 seconds.
 ME0641
 ME0641.The orthometric height was determined by differential leveling
 ME0641.and adjusted by the National Geodetic Survey in June 1991..
 ME0641
 ME0641.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0641.See file dsdata.txt to determine how the superseded data were derived.
 ME0641
 ME0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL252626(NAD 83)
 ME0641_MARKER: DB = BENCH MARK DISK
 ME0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0641_STAMPING: P 132 1946
 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   NGS
 ME0641  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1030 ***********************************************************************
 MD1030  DESIGNATION -  P 134
 MD1030  PID         -  MD1030
 MD1030  STATE/COUNTY-  IN/KOSCIUSKO
 MD1030  USGS QUAD   -  SILVER LAKE (1994)
 MD1030
 MD1030                         *CURRENT SURVEY CONTROL
 MD1030  ___________________________________________________________________
 MD1030* NAD 83(1986)-  41 05 20.     (N)    085 52 54.     (W)     SCALED    
 MD1030* NAVD 88     -       269.928  (meters)     885.59   (feet)  ADJUSTED  
 MD1030  ___________________________________________________________________
 MD1030  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MD1030  DYNAMIC HT  -         269.809 (meters)     885.20  (feet)  COMP
 MD1030  MODELED GRAV-     980,175.5   (mgal)                       NAVD 88
 MD1030
 MD1030  VERT ORDER  -  FIRST     CLASS II
 MD1030
 MD1030.The horizontal coordinates were scaled from a topographic map and have
 MD1030.an estimated accuracy of +/- 6 seconds.
 MD1030
 MD1030.The orthometric height was determined by differential leveling
 MD1030.and adjusted by the National Geodetic Survey in June 1991..
 MD1030
 MD1030.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1030.See file dsdata.txt to determine how the superseded data were derived.
 MD1030
 MD1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL939492(NAD 83)
 MD1030_MARKER: DB = BENCH MARK DISK
 MD1030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1030_SP_SET: CULVERT
 MD1030_STAMPING: P 134 1946
 MD1030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 MD1118 ***********************************************************************
 MD1118  DESIGNATION -  P 135
 MD1118  PID         -  MD1118
 MD1118  STATE/COUNTY-  IN/WABASH
 MD1118  USGS QUAD   -  NORTH MANCHESTER NORTH (1994)
 MD1118
 MD1118                         *CURRENT SURVEY CONTROL
 MD1118  ___________________________________________________________________
 MD1118* NAD 83(1986)-  41 00 39.     (N)    085 45 50.     (W)     SCALED    
 MD1118* NAVD 88     -       236.443  (meters)     775.73   (feet)  ADJUSTED  
 MD1118  ___________________________________________________________________
 MD1118  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 MD1118  DYNAMIC HT  -         236.335 (meters)     775.38  (feet)  COMP
 MD1118  MODELED GRAV-     980,162.6   (mgal)                       NAVD 88
 MD1118
 MD1118  VERT ORDER  -  SECOND    CLASS 0
 MD1118
 MD1118.The horizontal coordinates were scaled from a topographic map and have
 MD1118.an estimated accuracy of +/- 6 seconds.
 MD1118
 MD1118.The orthometric height was determined by differential leveling
 MD1118.and adjusted by the National Geodetic Survey in June 1991..
 MD1118
 MD1118.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1118.See file dsdata.txt to determine how the superseded data were derived.
 MD1118
 MD1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL039406(NAD 83)
 MD1118_MARKER: DB = BENCH MARK DISK
 MD1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1118_STAMPING: P 135 1946
 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 = OCTOBER  6, 2006
 ME1168 ***********************************************************************
 ME1168  DESIGNATION -  P 136
 ME1168  PID         -  ME1168
 ME1168  STATE/COUNTY-  IN/LAKE
 ME1168  USGS QUAD   -  LEROY (1992)
 ME1168
 ME1168                         *CURRENT SURVEY CONTROL
 ME1168  ___________________________________________________________________
 ME1168* NAD 83(1986)-  41 19 07.     (N)    087 21 16.     (W)     SCALED    
 ME1168* NAVD 88     -       220.445  (meters)     723.24   (feet)  ADJUSTED  
 ME1168  ___________________________________________________________________
 ME1168  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ME1168  DYNAMIC HT  -         220.353 (meters)     722.94  (feet)  COMP
 ME1168  MODELED GRAV-     980,203.1   (mgal)                       NAVD 88
 ME1168
 ME1168  VERT ORDER  -  SECOND    CLASS 0
 ME1168
 ME1168.The horizontal coordinates were scaled from a topographic map and have
 ME1168.an estimated accuracy of +/- 6 seconds.
 ME1168
 ME1168.The orthometric height was determined by differential leveling
 ME1168.and adjusted by the National Geodetic Survey in June 1991..
 ME1168
 ME1168.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1168.See file dsdata.txt to determine how the superseded data were derived.
 ME1168
 ME1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL703741(NAD 83)
 ME1168_MARKER: DB = BENCH MARK DISK
 ME1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1168_STAMPING: P 136 1946
 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 = OCTOBER  6, 2006
 ME1102 ***********************************************************************
 ME1102  DESIGNATION -  P 137
 ME1102  PID         -  ME1102
 ME1102  STATE/COUNTY-  IN/LAKE
 ME1102  USGS QUAD   -  CROWN POINT (1992)
 ME1102
 ME1102                         *CURRENT SURVEY CONTROL
 ME1102  ___________________________________________________________________
 ME1102* NAD 83(1986)-  41 28 14.     (N)    087 15 28.     (W)     SCALED    
 ME1102* NAVD 88     -       209.800  (meters)     688.32   (feet)  ADJUSTED  
 ME1102  ___________________________________________________________________
 ME1102  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 ME1102  DYNAMIC HT  -         209.717 (meters)     688.05  (feet)  COMP
 ME1102  MODELED GRAV-     980,224.8   (mgal)                       NAVD 88
 ME1102
 ME1102  VERT ORDER  -  SECOND    CLASS 0
 ME1102
 ME1102.The horizontal coordinates were scaled from a topographic map and have
 ME1102.an estimated accuracy of +/- 6 seconds.
 ME1102
 ME1102.The orthometric height was determined by differential leveling
 ME1102.and adjusted by the National Geodetic Survey in June 1991..
 ME1102
 ME1102.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1102.See file dsdata.txt to determine how the superseded data were derived.
 ME1102
 ME1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL784910(NAD 83)
 ME1102_MARKER: DB = BENCH MARK DISK
 ME1102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1102_SP_SET: CULVERT
 ME1102_STAMPING: P 137 1946
 ME1102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1185 ***********************************************************************
 ME1185  DESIGNATION -  P 138
 ME1185  PID         -  ME1185
 ME1185  STATE/COUNTY-  IN/LAKE
 ME1185  USGS QUAD   -  CROWN POINT (1992)
 ME1185
 ME1185                         *CURRENT SURVEY CONTROL
 ME1185  ___________________________________________________________________
 ME1185* NAD 83(1986)-  41 26 35.     (N)    087 21 17.     (W)     SCALED    
 ME1185* NAVD 88     -       215.794  (meters)     707.98   (feet)  ADJUSTED  
 ME1185  ___________________________________________________________________
 ME1185  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME1185  DYNAMIC HT  -         215.708 (meters)     707.70  (feet)  COMP
 ME1185  MODELED GRAV-     980,219.3   (mgal)                       NAVD 88
 ME1185
 ME1185  VERT ORDER  -  SECOND    CLASS 0
 ME1185
 ME1185.The horizontal coordinates were scaled from a topographic map and have
 ME1185.an estimated accuracy of +/- 6 seconds.
 ME1185
 ME1185.The orthometric height was determined by differential leveling
 ME1185.and adjusted by the National Geodetic Survey in June 1991..
 ME1185
 ME1185.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1185.See file dsdata.txt to determine how the superseded data were derived.
 ME1185
 ME1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL703880(NAD 83)
 ME1185_MARKER: DB = BENCH MARK DISK
 ME1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1185_STAMPING: P 138 1946
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 MD1007 ***********************************************************************
 MD1007  DESIGNATION -  P 14
 MD1007  PID         -  MD1007
 MD1007  STATE/COUNTY-  IN/KOSCIUSKO
 MD1007  USGS QUAD   -  WARSAW (1994)
 MD1007
 MD1007                         *CURRENT SURVEY CONTROL
 MD1007  ___________________________________________________________________
 MD1007* NAD 83(1986)-  41 12 50.     (N)    085 45 17.     (W)     SCALED    
 MD1007* NAVD 88     -       264.595  (meters)     868.09   (feet)  ADJUSTED  
 MD1007  ___________________________________________________________________
 MD1007  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 MD1007  DYNAMIC HT  -         264.482 (meters)     867.72  (feet)  COMP
 MD1007  MODELED GRAV-     980,192.1   (mgal)                       NAVD 88
 MD1007
 MD1007  VERT ORDER  -  FIRST     CLASS I
 MD1007
 MD1007.The horizontal coordinates were scaled from a topographic map and have
 MD1007.an estimated accuracy of +/- 6 seconds.
 MD1007
 MD1007.The orthometric height was determined by differential leveling
 MD1007.and adjusted by the National Geodetic Survey in June 1991..
 MD1007
 MD1007.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1007.See file dsdata.txt to determine how the superseded data were derived.
 MD1007
 MD1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL043632(NAD 83)
 MD1007_MARKER: DB = BENCH MARK DISK
 MD1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1007_STAMPING: 868.489 P 14 1930
 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             NGS
 MD1007  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MD1007  HISTORY     - 19921003 MARK NOT FOUND   NGS
 MD1007
 MD1007                          STATION DESCRIPTION
 MD1007
 MD1007'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1351 ***********************************************************************
 ME1351  DESIGNATION -  P 140
 ME1351  PID         -  ME1351
 ME1351  STATE/COUNTY-  IN/JASPER
 ME1351  USGS QUAD   -  SHELBY (1992)
 ME1351
 ME1351                         *CURRENT SURVEY CONTROL
 ME1351  ___________________________________________________________________
 ME1351* NAD 83(1986)-  41 11 42.     (N)    087 15 22.     (W)     SCALED    
 ME1351* NAVD 88     -       196.906  (meters)     646.02   (feet)  ADJUSTED  
 ME1351  ___________________________________________________________________
 ME1351  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME1351  DYNAMIC HT  -         196.822 (meters)     645.74  (feet)  COMP
 ME1351  MODELED GRAV-     980,193.3   (mgal)                       NAVD 88
 ME1351
 ME1351  VERT ORDER  -  SECOND    CLASS 0
 ME1351
 ME1351.The horizontal coordinates were scaled from a topographic map and have
 ME1351.an estimated accuracy of +/- 6 seconds.
 ME1351
 ME1351.The orthometric height was determined by differential leveling
 ME1351.and adjusted by the National Geodetic Survey in June 1991..
 ME1351
 ME1351.The geoid height was determined by GEOID03.
 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     -   660,230.      885,510.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1351.See file dsdata.txt to determine how the superseded data were derived.
 ME1351
 ME1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL785604(NAD 83)
 ME1351_MARKER: DB = BENCH MARK DISK
 ME1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1351_STAMPING: P 140 1946
 ME1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1351+STABILITY: SURFACE MOTION
 ME1351
 ME1351  HISTORY     - Date     Condition        Report By
 ME1351  HISTORY     - 1946     MONUMENTED       CGS
 ME1351  HISTORY     - 19891031 MARK NOT FOUND   USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1303 ***********************************************************************
 ME1303  DESIGNATION -  P 141 RESET 1956
 ME1303  PID         -  ME1303
 ME1303  STATE/COUNTY-  IN/PORTER
 ME1303  USGS QUAD   -  KOUTS (1992)
 ME1303
 ME1303                         *CURRENT SURVEY CONTROL
 ME1303  ___________________________________________________________________
 ME1303* NAD 83(1986)-  41 19 06.     (N)    087 02 04.     (W)     SCALED    
 ME1303* NAVD 88     -       205.71   (meters)     674.9    (feet)  RESET     
 ME1303  ___________________________________________________________________
 ME1303  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 ME1303
 ME1303  VERT ORDER  -  THIRD
 ME1303
 ME1303.The horizontal coordinates were scaled from a topographic map and have
 ME1303.an estimated accuracy of +/- 6 seconds.
 ME1303
 ME1303.The orthometric height was computed from unverified reset data.
 ME1303
 ME1303.The geoid height was determined by GEOID03.
 ME1303
 ME1303;                    North         East    Units  Estimated Accuracy
 ME1303;SPC IN W     -   673,910.      904,090.      MT  (+/- 180 meters Scaled)
 ME1303
 ME1303                          SUPERSEDED SURVEY CONTROL
 ME1303
 ME1303.No superseded survey control is available for this station.
 ME1303
 ME1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL971740(NAD 83)
 ME1303_MARKER: DB = BENCH MARK DISK
 ME1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1303_STAMPING: P 141 1946 RESET 1956
 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             NGS
 ME1303
 ME1303                          STATION DESCRIPTION
 ME1303
 ME1303'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0600 ***********************************************************************
 ME0600  DESIGNATION -  P 142
 ME0600  PID         -  ME0600
 ME0600  STATE/COUNTY-  IN/LA PORTE
 ME0600  USGS QUAD   -  HANNA (1958)
 ME0600
 ME0600                         *CURRENT SURVEY CONTROL
 ME0600  ___________________________________________________________________
 ME0600* NAD 83(1986)-  41 23 10.     (N)    086 46 31.     (W)     SCALED    
 ME0600* NAVD 88     -       207.083  (meters)     679.40   (feet)  ADJUSTED  
 ME0600  ___________________________________________________________________
 ME0600  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0600  DYNAMIC HT  -         206.998 (meters)     679.13  (feet)  COMP
 ME0600  MODELED GRAV-     980,209.6   (mgal)                       NAVD 88
 ME0600
 ME0600  VERT ORDER  -  SECOND    CLASS 0
 ME0600
 ME0600.The horizontal coordinates were scaled from a topographic map and have
 ME0600.an estimated accuracy of +/- 6 seconds.
 ME0600
 ME0600.The orthometric height was determined by differential leveling
 ME0600.and adjusted by the National Geodetic Survey in June 1991..
 ME0600
 ME0600.The geoid height was determined by GEOID03.
 ME0600
 ME0600.The dynamic height is computed by dividing the NAVD 88
 ME0600.geopotential number by the normal gravity value computed on the
 ME0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0600.degrees latitude (g = 980.6199 gals.).
 ME0600
 ME0600.The modeled gravity was interpolated from observed gravity values.
 ME0600
 ME0600;                    North         East    Units  Estimated Accuracy
 ME0600;SPC IN W     -   681,480.      925,770.      MT  (+/- 180 meters Scaled)
 ME0600
 ME0600                          SUPERSEDED SURVEY CONTROL
 ME0600
 ME0600  NGVD 29 (??/??/92)  207.171  (m)          679.69   (f) ADJ UNCH    2 0
 ME0600
 ME0600.Superseded values are not recommended for survey control.
 ME0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0600.See file dsdata.txt to determine how the superseded data were derived.
 ME0600
 ME0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL187816(NAD 83)
 ME0600_MARKER: DB = BENCH MARK DISK
 ME0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0600_SP_SET: CONCRETE POST
 ME0600_STAMPING: P 142 1946
 ME0600_MARK LOGO: CGS   
 ME0600_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0600+STABILITY: SURFACE MOTION
 ME0600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0600+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2005
 ME0600
 ME0600  HISTORY     - Date     Condition        Report By
 ME0600  HISTORY     - 1946     MONUMENTED       CGS
 ME0600  HISTORY     - 19920901 GOOD             NGS
 ME0600  HISTORY     - 20050505 GOOD             HANPRO
 ME0600
 ME0600                          STATION DESCRIPTION
 ME0600
 ME0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME0600'2 MI SE FROM HANNA.
 ME0600'ABOUT 2.0 MILES SOUTHEAST AND SOUTH ALONG A PAVED ROAD FROM THE
 ME0600'PENNSYLVANIA RAILROAD STATION AT HANNA, ABOUT 0.2 MILE SOUTH OF
 ME0600'THE JUNCTION OF A DIM ROAD LEADING EAST, AT THE JUNCTION OF A
 ME0600'ROAD EAST, 24 FEET EAST OF THE CENTER LINE OF THE ROAD, 11 FEET
 ME0600'SOUTH OF THE CENTER LINE OF THE ROAD EAST, 1 FOOT EAST OF THE
 ME0600'NORTH-SOUTH FENCE LINE, 1 FOOT NORTH OF THE EAST-WEST FENCE
 ME0600'LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 ME0600'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME0600'6 INCHES.
 ME0600
 ME0600                          STATION RECOVERY (1992)
 ME0600
 ME0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME0600'0.4 KM (0.25 MI) SOUTHERLY ALONG THOMPSON STREET FROM THE POST OFFICE
 ME0600'IN HANNA, THENCE 0.5 KM (0.30 MI) EASTERLY ALONG WHEELER STREET,
 ME0600'THENCE 2.6 KM (1.60 MI) SOUTHERLY ALONG 600 WEST ROAD, 10.3 M
 ME0600'(33.8 FT) SOUTH OF A UTILITY POLE, 6.8 M (22.3 FT) EAST OF AND LEVEL
 ME0600'WITH THE ROAD CENTERLINE, 4.0 M (13.1 FT) SOUTH OF THE CENTER OF A
 ME0600'TRACK ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 ME0600'SURFACE.
 ME0600
 ME0600                          STATION RECOVERY (2005)
 ME0600
 ME0600'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2005 (RLW)
 ME0600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1326 ***********************************************************************
 ME1326  DESIGNATION -  P 143 RESET 1971
 ME1326  PID         -  ME1326
 ME1326  STATE/COUNTY-  IN/PORTER
 ME1326  USGS QUAD   -  KOUTS (1992)
 ME1326
 ME1326                         *CURRENT SURVEY CONTROL
 ME1326  ___________________________________________________________________
 ME1326* NAD 83(1986)-  41 16 06.     (N)    087 01 32.     (W)     SCALED    
 ME1326* NAVD 88     -       201.14   (meters)     659.9    (feet)  RESET     
 ME1326  ___________________________________________________________________
 ME1326  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME1326
 ME1326  VERT ORDER  -  THIRD
 ME1326
 ME1326.The horizontal coordinates were scaled from a topographic map and have
 ME1326.an estimated accuracy of +/- 6 seconds.
 ME1326
 ME1326.The orthometric height was computed from unverified reset data.
 ME1326
 ME1326.The geoid height was determined by GEOID03.
 ME1326
 ME1326;                    North         East    Units  Estimated Accuracy
 ME1326;SPC IN W     -   668,360.      904,840.      MT  (+/- 180 meters Scaled)
 ME1326
 ME1326                          SUPERSEDED SURVEY CONTROL
 ME1326
 ME1326.No superseded survey control is available for this station.
 ME1326
 ME1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL978685(NAD 83)
 ME1326_MARKER: DB = BENCH MARK DISK
 ME1326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1326_SP_SET: CULVERT
 ME1326_STAMPING: P 143 RESET 1971
 ME1326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME0369 ***********************************************************************
 ME0369  DESIGNATION -  P 144
 ME0369  PID         -  ME0369
 ME0369  STATE/COUNTY-  IN/MARSHALL
 ME0369  USGS QUAD   -  PLYMOUTH (1980)
 ME0369
 ME0369                         *CURRENT SURVEY CONTROL
 ME0369  ___________________________________________________________________
 ME0369* NAD 83(1986)-  41 17 51.     (N)    086 16 28.     (W)     SCALED    
 ME0369* NAVD 88     -       250.710  (meters)     822.54   (feet)  ADJUSTED  
 ME0369  ___________________________________________________________________
 ME0369  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 ME0369  DYNAMIC HT  -         250.603 (meters)     822.19  (feet)  COMP
 ME0369  MODELED GRAV-     980,193.3   (mgal)                       NAVD 88
 ME0369
 ME0369  VERT ORDER  -  SECOND    CLASS 0
 ME0369
 ME0369.The horizontal coordinates were scaled from a topographic map and have
 ME0369.an estimated accuracy of +/- 6 seconds.
 ME0369
 ME0369.The orthometric height was determined by differential leveling
 ME0369.and adjusted by the National Geodetic Survey in June 1991..
 ME0369
 ME0369.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0369.See file dsdata.txt to determine how the superseded data were derived.
 ME0369
 ME0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL607720(NAD 83)
 ME0369_MARKER: DB = BENCH MARK DISK
 ME0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0369_STAMPING: P 144 1946
 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 = OCTOBER  6, 2006
 MD1240 ***********************************************************************
 MD1240  DESIGNATION -  P 145
 MD1240  PID         -  MD1240
 MD1240  STATE/COUNTY-  IN/KOSCIUSKO
 MD1240  USGS QUAD   -  BURKET (1994)
 MD1240
 MD1240                         *CURRENT SURVEY CONTROL
 MD1240  ___________________________________________________________________
 MD1240* NAD 83(1986)-  41 09 30.     (N)    085 56 12.     (W)     SCALED    
 MD1240* NAVD 88     -       263.612  (meters)     864.87   (feet)  ADJUSTED  
 MD1240  ___________________________________________________________________
 MD1240  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MD1240  DYNAMIC HT  -         263.498 (meters)     864.49  (feet)  COMP
 MD1240  MODELED GRAV-     980,184.8   (mgal)                       NAVD 88
 MD1240
 MD1240  VERT ORDER  -  SECOND    CLASS 0
 MD1240
 MD1240.The horizontal coordinates were scaled from a topographic map and have
 MD1240.an estimated accuracy of +/- 6 seconds.
 MD1240
 MD1240.The orthometric height was determined by differential leveling
 MD1240.and adjusted by the National Geodetic Survey in June 1991..
 MD1240
 MD1240.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1240.See file dsdata.txt to determine how the superseded data were derived.
 MD1240
 MD1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL892568(NAD 83)
 MD1240_MARKER: DB = BENCH MARK DISK
 MD1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1240_STAMPING: P 145 1946
 MD1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1240+STABILITY: SURFACE MOTION
 MD1240
 MD1240  HISTORY     - Date     Condition        Report By
 MD1240  HISTORY     - 1946     MONUMENTED       CGS
 MD1240  HISTORY     - 19960716 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0995 ***********************************************************************
 LB0995  DESIGNATION -  P 146
 LB0995  PID         -  LB0995
 LB0995  STATE/COUNTY-  IN/CARROLL
 LB0995  USGS QUAD   -  FLORA (1986)
 LB0995
 LB0995                         *CURRENT SURVEY CONTROL
 LB0995  ___________________________________________________________________
 LB0995* NAD 83(1986)-  40 36 19.     (N)    086 33 59.     (W)     SCALED    
 LB0995* NAVD 88     -       200.522  (meters)     657.88   (feet)  ADJUSTED  
 LB0995  ___________________________________________________________________
 LB0995  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 LB0995  DYNAMIC HT  -         200.425 (meters)     657.56  (feet)  COMP
 LB0995  MODELED GRAV-     980,135.2   (mgal)                       NAVD 88
 LB0995
 LB0995  VERT ORDER  -  SECOND    CLASS 0
 LB0995
 LB0995.The horizontal coordinates were scaled from a topographic map and have
 LB0995.an estimated accuracy of +/- 6 seconds.
 LB0995
 LB0995.The orthometric height was determined by differential leveling
 LB0995.and adjusted by the National Geodetic Survey in June 1991..
 LB0995
 LB0995.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0995.See file dsdata.txt to determine how the superseded data were derived.
 LB0995
 LB0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK366950(NAD 83)
 LB0995_MARKER: DB = BENCH MARK DISK
 LB0995_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0995_SP_SET: CULVERT
 LB0995_STAMPING: P 146 1946
 LB0995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1037 ***********************************************************************
 LB1037  DESIGNATION -  P 147
 LB1037  PID         -  LB1037
 LB1037  STATE/COUNTY-  IN/CARROLL
 LB1037  USGS QUAD   -  YEOMAN (1962)
 LB1037
 LB1037                         *CURRENT SURVEY CONTROL
 LB1037  ___________________________________________________________________
 LB1037* NAD 83(1986)-  40 38 18.     (N)    086 44 03.     (W)     SCALED    
 LB1037* NAVD 88     -       202.914  (meters)     665.73   (feet)  ADJUSTED  
 LB1037  ___________________________________________________________________
 LB1037  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 LB1037  DYNAMIC HT  -         202.817 (meters)     665.41  (feet)  COMP
 LB1037  MODELED GRAV-     980,144.3   (mgal)                       NAVD 88
 LB1037
 LB1037  VERT ORDER  -  SECOND    CLASS 0
 LB1037
 LB1037.The horizontal coordinates were scaled from a topographic map and have
 LB1037.an estimated accuracy of +/- 6 seconds.
 LB1037
 LB1037.The orthometric height was determined by differential leveling
 LB1037.and adjusted by the National Geodetic Survey in June 1991..
 LB1037
 LB1037.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1037.See file dsdata.txt to determine how the superseded data were derived.
 LB1037
 LB1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK224986(NAD 83)
 LB1037_MARKER: DB = BENCH MARK DISK
 LB1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1037_STAMPING: P 147 1946
 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 = OCTOBER  6, 2006
 ME1067 ***********************************************************************
 ME1067  DESIGNATION -  P 148
 ME1067  PID         -  ME1067
 ME1067  STATE/COUNTY-  IN/PORTER
 ME1067  USGS QUAD   -  PORTAGE (1992)
 ME1067
 ME1067                         *CURRENT SURVEY CONTROL
 ME1067  ___________________________________________________________________
 ME1067* NAD 83(1986)-  41 34 07.     (N)    087 09 48.     (W)     SCALED    
 ME1067* NAVD 88     -       196.219  (meters)     643.76   (feet)  ADJUSTED  
 ME1067  ___________________________________________________________________
 ME1067  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 ME1067  DYNAMIC HT  -         196.145 (meters)     643.52  (feet)  COMP
 ME1067  MODELED GRAV-     980,243.4   (mgal)                       NAVD 88
 ME1067
 ME1067  VERT ORDER  -  SECOND    CLASS 0
 ME1067
 ME1067.The horizontal coordinates were scaled from a topographic map and have
 ME1067.an estimated accuracy of +/- 6 seconds.
 ME1067
 ME1067.The orthometric height was determined by differential leveling
 ME1067.and adjusted by the National Geodetic Survey in June 1991..
 ME1067
 ME1067.The geoid height was determined by GEOID03.
 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     -   701,710.      893,330.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1067.See file dsdata.txt to determine how the superseded data were derived.
 ME1067
 ME1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM863018(NAD 83)
 ME1067_MARKER: DB = BENCH MARK DISK
 ME1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1067_STAMPING: P 148 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0967 ***********************************************************************
 ME0967  DESIGNATION -  P 149
 ME0967  PID         -  ME0967
 ME0967  STATE/COUNTY-  IN/PORTER
 ME0967  USGS QUAD   -  PORTAGE (1992)
 ME0967
 ME0967                         *CURRENT SURVEY CONTROL
 ME0967  ___________________________________________________________________
 ME0967* NAD 83(1986)-  41 31 09.     (N)    087 12 10.     (W)     SCALED    
 ME0967* NAVD 88     -       194.238  (meters)     637.26   (feet)  ADJUSTED  
 ME0967  ___________________________________________________________________
 ME0967  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME0967  DYNAMIC HT  -         194.163 (meters)     637.02  (feet)  COMP
 ME0967  MODELED GRAV-     980,233.5   (mgal)                       NAVD 88
 ME0967
 ME0967  VERT ORDER  -  FIRST     CLASS I
 ME0967
 ME0967.The horizontal coordinates were scaled from a topographic map and have
 ME0967.an estimated accuracy of +/- 6 seconds.
 ME0967
 ME0967.The orthometric height was determined by differential leveling
 ME0967.and adjusted by the National Geodetic Survey in April 1995..
 ME0967
 ME0967.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0967
 ME0967  NAVD 88 (06/15/91)  194.245  (m)          637.29   (f) UNKNOWN     1 1
 ME0967  NGVD 29 (01/19/93)  194.334  (m)          637.58   (f) ADJUSTED    1 1
 ME0967
 ME0967.Superseded values are not recommended for survey control.
 ME0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0967.See file dsdata.txt to determine how the superseded data were derived.
 ME0967
 ME0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL830964(NAD 83)
 ME0967_MARKER: DB = BENCH MARK DISK
 ME0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0967_SP_SET: CONCRETE POST
 ME0967_STAMPING: P 149 1946
 ME0967_MARK LOGO: CGS   
 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             NGS
 ME0967  HISTORY     - 19920906 GOOD             NGS
 ME0967
 ME0967                          STATION DESCRIPTION
 ME0967
 ME0967'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0071 ***********************************************************************
 ME0071  DESIGNATION -  P 15
 ME0071  PID         -  ME0071
 ME0071  STATE/COUNTY-  IN/ST JOSEPH
 ME0071  USGS QUAD   -  OSCEOLA (1994)
 ME0071
 ME0071                         *CURRENT SURVEY CONTROL
 ME0071  ___________________________________________________________________
 ME0071* NAD 83(1986)-  41 44 04.     (N)    086 04 55.     (W)     SCALED    
 ME0071* NAVD 88     -       236.180  (meters)     774.87   (feet)  ADJUSTED  
 ME0071  ___________________________________________________________________
 ME0071  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME0071  DYNAMIC HT  -         236.090 (meters)     774.57  (feet)  COMP
 ME0071  MODELED GRAV-     980,237.7   (mgal)                       NAVD 88
 ME0071
 ME0071  VERT ORDER  -  FIRST     CLASS II
 ME0071
 ME0071.The horizontal coordinates were scaled from a topographic map and have
 ME0071.an estimated accuracy of +/- 6 seconds.
 ME0071
 ME0071.The orthometric height was determined by differential leveling
 ME0071.and adjusted by the National Geodetic Survey in June 1991..
 ME0071
 ME0071.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0071.See file dsdata.txt to determine how the superseded data were derived.
 ME0071
 ME0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM763207(NAD 83)
 ME0071_MARKER: DB = BENCH MARK DISK
 ME0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0071_STAMPING: 775.297 P 15 1930
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0545 ***********************************************************************
 ME0545  DESIGNATION -  P 150
 ME0545  PID         -  ME0545
 ME0545  STATE/COUNTY-  IN/LA PORTE
 ME0545  USGS QUAD   -  HANNA (1958)
 ME0545
 ME0545                         *CURRENT SURVEY CONTROL
 ME0545  ___________________________________________________________________
 ME0545* NAD 83(1986)-  41 24 27.     (N)    086 45 03.     (W)     SCALED    
 ME0545* NAVD 88     -       208.103  (meters)     682.75   (feet)  ADJUSTED  
 ME0545  ___________________________________________________________________
 ME0545  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0545  DYNAMIC HT  -         208.018 (meters)     682.47  (feet)  COMP
 ME0545  MODELED GRAV-     980,212.5   (mgal)                       NAVD 88
 ME0545
 ME0545  VERT ORDER  -  FIRST     CLASS I
 ME0545
 ME0545.The horizontal coordinates were scaled from a topographic map and have
 ME0545.an estimated accuracy of +/- 6 seconds.
 ME0545
 ME0545.The orthometric height was determined by differential leveling
 ME0545.and adjusted by the National Geodetic Survey in June 1991..
 ME0545.WARNING-Repeat measurements at this control monument indicate possible
 ME0545.vertical movement.
 ME0545
 ME0545.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0545.See file dsdata.txt to determine how the superseded data were derived.
 ME0545
 ME0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL208840(NAD 83)
 ME0545_MARKER: DB = BENCH MARK DISK
 ME0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0545_STAMPING: P 150 1946
 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             NGS
 ME0545  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0545
 ME0545                          STATION DESCRIPTION
 ME0545
 ME0545'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1336 ***********************************************************************
 ME1336  DESIGNATION -  P 151 RESET
 ME1336  PID         -  ME1336
 ME1336  STATE/COUNTY-  IN/PORTER
 ME1336  USGS QUAD   -  VALPARAISO (1992)
 ME1336
 ME1336                         *CURRENT SURVEY CONTROL
 ME1336  ___________________________________________________________________
 ME1336* NAD 83(1986)-  41 29 33.     (N)    087 02 47.     (W)     SCALED    
 ME1336* NAVD 88     -       247.82   (meters)     813.1    (feet)  RESET     
 ME1336  ___________________________________________________________________
 ME1336  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 ME1336
 ME1336  VERT ORDER  -  THIRD
 ME1336
 ME1336.The horizontal coordinates were scaled from a topographic map and have
 ME1336.an estimated accuracy of +/- 6 seconds.
 ME1336
 ME1336.The orthometric height was computed from unverified reset data.
 ME1336
 ME1336.The geoid height was determined by GEOID03.
 ME1336
 ME1336;                    North         East    Units  Estimated Accuracy
 ME1336;SPC IN W     -   693,250.      903,090.      MT  (+/- 180 meters Scaled)
 ME1336
 ME1336                          SUPERSEDED SURVEY CONTROL
 ME1336
 ME1336.No superseded survey control is available for this station.
 ME1336
 ME1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL961934(NAD 83)
 ME1336_MARKER: DB = BENCH MARK DISK
 ME1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1336_STAMPING: P 151 RESET 1970
 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 = OCTOBER  6, 2006
 ME0488 ***********************************************************************
 ME0488  DESIGNATION -  P 153
 ME0488  PID         -  ME0488
 ME0488  STATE/COUNTY-  IN/LA PORTE
 ME0488  USGS QUAD   -  KINGSFORD HEIGHTS (1977)
 ME0488
 ME0488                         *CURRENT SURVEY CONTROL
 ME0488  ___________________________________________________________________
 ME0488* NAD 83(1986)-  41 29 01.     (N)    086 43 44.     (W)     SCALED    
 ME0488* NAVD 88     -       224.065  (meters)     735.12   (feet)  ADJUSTED  
 ME0488  ___________________________________________________________________
 ME0488  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0488  DYNAMIC HT  -         223.976 (meters)     734.83  (feet)  COMP
 ME0488  MODELED GRAV-     980,219.8   (mgal)                       NAVD 88
 ME0488
 ME0488  VERT ORDER  -  SECOND    CLASS 0
 ME0488
 ME0488.The horizontal coordinates were scaled from a topographic map and have
 ME0488.an estimated accuracy of +/- 6 seconds.
 ME0488
 ME0488.The orthometric height was determined by differential leveling
 ME0488.and adjusted by the National Geodetic Survey in June 1991..
 ME0488
 ME0488.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0488.See file dsdata.txt to determine how the superseded data were derived.
 ME0488
 ME0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL226924(NAD 83)
 ME0488_MARKER: DB = BENCH MARK DISK
 ME0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0488_STAMPING: P 153 1946
 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 = OCTOBER  6, 2006
 ME0056 ***********************************************************************
 ME0056  DESIGNATION -  P 154
 ME0056  PID         -  ME0056
 ME0056  STATE/COUNTY-  IN/ST JOSEPH
 ME0056  USGS QUAD   -  NORTH LIBERTY (1980)
 ME0056
 ME0056                         *CURRENT SURVEY CONTROL
 ME0056  ___________________________________________________________________
 ME0056* NAD 83(1986)-  41 32 04.     (N)    086 28 37.     (W)     SCALED    
 ME0056* NAVD 88     -       215.227  (meters)     706.12   (feet)  ADJUSTED  
 ME0056  ___________________________________________________________________
 ME0056  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0056  DYNAMIC HT  -         215.142 (meters)     705.85  (feet)  COMP
 ME0056  MODELED GRAV-     980,223.2   (mgal)                       NAVD 88
 ME0056
 ME0056  VERT ORDER  -  SECOND    CLASS 0
 ME0056
 ME0056.The horizontal coordinates were scaled from a topographic map and have
 ME0056.an estimated accuracy of +/- 6 seconds.
 ME0056
 ME0056.The orthometric height was determined by differential leveling
 ME0056.and adjusted by the National Geodetic Survey in June 1991..
 ME0056
 ME0056.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0056.See file dsdata.txt to determine how the superseded data were derived.
 ME0056
 ME0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL436982(NAD 83)
 ME0056_MARKER: DB = BENCH MARK DISK
 ME0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0056_STAMPING: P 154 1946
 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 = OCTOBER  6, 2006
 ME0881 ***********************************************************************
 ME0881  DESIGNATION -  P 155
 ME0881  PID         -  ME0881
 ME0881  STATE/COUNTY-  IN/ST JOSEPH
 ME0881  USGS QUAD   -  NEW CARLISLE (1980)
 ME0881
 ME0881                         *CURRENT SURVEY CONTROL
 ME0881  ___________________________________________________________________
 ME0881* NAD 83(1986)-  41 39 38.     (N)    086 30 23.     (W)     SCALED    
 ME0881* NAVD 88     -       246.158  (meters)     807.60   (feet)  ADJUSTED  
 ME0881  ___________________________________________________________________
 ME0881  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0881  DYNAMIC HT  -         246.063 (meters)     807.29  (feet)  COMP
 ME0881  MODELED GRAV-     980,230.2   (mgal)                       NAVD 88
 ME0881
 ME0881  VERT ORDER  -  SECOND    CLASS 0
 ME0881
 ME0881.The horizontal coordinates were scaled from a topographic map and have
 ME0881.an estimated accuracy of +/- 6 seconds.
 ME0881
 ME0881.The orthometric height was determined by differential leveling
 ME0881.and adjusted by the National Geodetic Survey in June 1991..
 ME0881
 ME0881.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0881.See file dsdata.txt to determine how the superseded data were derived.
 ME0881
 ME0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM410122(NAD 83)
 ME0881_MARKER: DB = BENCH MARK DISK
 ME0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0881_STAMPING: P 155
 ME0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0881+STABILITY: SURFACE MOTION
 ME0881
 ME0881  HISTORY     - Date     Condition        Report By
 ME0881  HISTORY     - UNK      MONUMENTED       CGS
 ME0881  HISTORY     - 1946     GOOD             NGS
 ME0881  HISTORY     - 1989     GOOD             USPSQD
 ME0881
 ME0881                          STATION DESCRIPTION
 ME0881
 ME0881'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1399 ***********************************************************************
 ME1399  DESIGNATION -  P 156
 ME1399  PID         -  ME1399
 ME1399  STATE/COUNTY-  IN/JASPER
 ME1399  USGS QUAD   -  GIFFORD (1962)
 ME1399
 ME1399                         *CURRENT SURVEY CONTROL
 ME1399  ___________________________________________________________________
 ME1399* NAD 83(1986)-  41 02 08.     (N)    087 01 36.     (W)     SCALED    
 ME1399* NAVD 88     -       207.339  (meters)     680.24   (feet)  ADJUSTED  
 ME1399  ___________________________________________________________________
 ME1399  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 ME1399  DYNAMIC HT  -         207.248 (meters)     679.95  (feet)  COMP
 ME1399  MODELED GRAV-     980,184.0   (mgal)                       NAVD 88
 ME1399
 ME1399  VERT ORDER  -  SECOND    CLASS 0
 ME1399
 ME1399.The horizontal coordinates were scaled from a topographic map and have
 ME1399.an estimated accuracy of +/- 6 seconds.
 ME1399
 ME1399.The orthometric height was determined by differential leveling
 ME1399.and adjusted by the National Geodetic Survey in June 1991..
 ME1399
 ME1399.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1399.See file dsdata.txt to determine how the superseded data were derived.
 ME1399
 ME1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL977427(NAD 83)
 ME1399_MARKER: DB = BENCH MARK DISK
 ME1399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1399_SP_SET: CULVERT
 ME1399_STAMPING: P 156 1946
 ME1399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1399
 ME1399  HISTORY     - Date     Condition        Report By
 ME1399  HISTORY     - 1946     MONUMENTED       CGS
 ME1399  HISTORY     - 20050830 MARK NOT FOUND   BUTLER
 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 AND SEUFERT INC 2005 (JRC)
 ME1399'THE CONCRETE HEADWALL HAS BEEN DAMAGED.  NO EVIDENCE OF THE MARK WAS
 ME1399'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1419 ***********************************************************************
 ME1419  DESIGNATION -  P 157
 ME1419  PID         -  ME1419
 ME1419  STATE/COUNTY-  IN/JASPER
 ME1419  USGS QUAD   -  PARR (1980)
 ME1419
 ME1419                         *CURRENT SURVEY CONTROL
 ME1419  ___________________________________________________________________
 ME1419* NAD 83(1986)-  41 01 38.     (N)    087 11 57.     (W)     SCALED    
 ME1419* NAVD 88     -       209.273  (meters)     686.59   (feet)  ADJUSTED  
 ME1419  ___________________________________________________________________
 ME1419  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 ME1419  DYNAMIC HT  -         209.183 (meters)     686.29  (feet)  COMP
 ME1419  MODELED GRAV-     980,189.5   (mgal)                       NAVD 88
 ME1419
 ME1419  VERT ORDER  -  SECOND    CLASS 0
 ME1419
 ME1419.The horizontal coordinates were scaled from a topographic map and have
 ME1419.an estimated accuracy of +/- 6 seconds.
 ME1419
 ME1419.The orthometric height was determined by differential leveling
 ME1419.and adjusted by the National Geodetic Survey in June 1991..
 ME1419
 ME1419.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1419.See file dsdata.txt to determine how the superseded data were derived.
 ME1419
 ME1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL832417(NAD 83)
 ME1419_MARKER: DB = BENCH MARK DISK
 ME1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1419_STAMPING: P 157 1946
 ME1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1419+STABILITY: SURFACE MOTION
 ME1419
 ME1419  HISTORY     - Date     Condition        Report By
 ME1419  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1129 ***********************************************************************
 MD1129  DESIGNATION -  P 158
 MD1129  PID         -  MD1129
 MD1129  STATE/COUNTY-  IN/KOSCIUSKO
 MD1129  USGS QUAD   -  NORTH WEBSTER (1994)
 MD1129
 MD1129                         *CURRENT SURVEY CONTROL
 MD1129  ___________________________________________________________________
 MD1129* NAD 83(1986)-  41 18 58.     (N)    085 41 32.     (W)     SCALED    
 MD1129* NAVD 88     -       260.042  (meters)     853.15   (feet)  ADJUSTED  
 MD1129  ___________________________________________________________________
 MD1129  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MD1129  DYNAMIC HT  -         259.934 (meters)     852.80  (feet)  COMP
 MD1129  MODELED GRAV-     980,199.0   (mgal)                       NAVD 88
 MD1129
 MD1129  VERT ORDER  -  SECOND    CLASS 0
 MD1129
 MD1129.The horizontal coordinates were scaled from a topographic map and have
 MD1129.an estimated accuracy of +/- 6 seconds.
 MD1129
 MD1129.The orthometric height was determined by differential leveling
 MD1129.and adjusted by the National Geodetic Survey in June 1991..
 MD1129
 MD1129.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1129.See file dsdata.txt to determine how the superseded data were derived.
 MD1129
 MD1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL094746(NAD 83)
 MD1129_MARKER: DB = BENCH MARK DISK
 MD1129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1129_SP_SET: ABUTMENT
 MD1129_STAMPING: P 158 1946
 MD1129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1129
 MD1129  HISTORY     - Date     Condition        Report By
 MD1129  HISTORY     - 1946     MONUMENTED       CGS
 MD1129  HISTORY     - 1969     GOOD             NGS
 MD1129  HISTORY     - 1983     GOOD             USE
 MD1129  HISTORY     - 19970626 MARK NOT FOUND   USPSQD
 MD1129
 MD1129                          STATION DESCRIPTION
 MD1129
 MD1129'DESCRIBED BY NATIONAL 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 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 = OCTOBER  6, 2006
 MD1453 ***********************************************************************
 MD1453  DESIGNATION -  P 158 RESET 1983
 MD1453  PID         -  MD1453
 MD1453  STATE/COUNTY-  IN/KOSCIUSKO
 MD1453  USGS QUAD   -  NORTH WEBSTER (1994)
 MD1453
 MD1453                         *CURRENT SURVEY CONTROL
 MD1453  ___________________________________________________________________
 MD1453* NAD 83(1986)-  41 18 58.     (N)    085 41 32.     (W)     SCALED    
 MD1453* NAVD 88     -       262.71   (meters)     861.9    (feet)  RESET     
 MD1453  ___________________________________________________________________
 MD1453  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MD1453
 MD1453  VERT ORDER  -  THIRD
 MD1453
 MD1453.The horizontal coordinates were scaled from a topographic map and have
 MD1453.an estimated accuracy of +/- 6 seconds.
 MD1453
 MD1453.The orthometric height was computed from unverified reset data.
 MD1453
 MD1453.The geoid height was determined by GEOID03.
 MD1453
 MD1453;                    North         East    Units  Estimated Accuracy
 MD1453;SPC IN E     -   673,660.       97,860.      MT  (+/- 180 meters Scaled)
 MD1453
 MD1453                          SUPERSEDED SURVEY CONTROL
 MD1453
 MD1453  NGVD 29 (04/16/04)  262.84   (m)          862.3    (f) RESET       3  
 MD1453
 MD1453.Superseded values are not recommended for survey control.
 MD1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1453.See file dsdata.txt to determine how the superseded data were derived.
 MD1453
 MD1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL094746(NAD 83)
 MD1453_MARKER: DB = BENCH MARK DISK
 MD1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1453_STAMPING: P 158 RESET 1983
 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 = OCTOBER  6, 2006
 MD1138 ***********************************************************************
 MD1138  DESIGNATION -  P 159
 MD1138  PID         -  MD1138
 MD1138  STATE/COUNTY-  IN/KOSCIUSKO
 MD1138  USGS QUAD   -  LAKE WAWASEE (1994)
 MD1138
 MD1138                         *CURRENT SURVEY CONTROL
 MD1138  ___________________________________________________________________
 MD1138* NAD 83(1986)-  41 24 28.     (N)    085 44 43.     (W)     SCALED    
 MD1138* NAVD 88     -       262.659  (meters)     861.74   (feet)  ADJUSTED  
 MD1138  ___________________________________________________________________
 MD1138  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MD1138  DYNAMIC HT  -         262.551 (meters)     861.39  (feet)  COMP
 MD1138  MODELED GRAV-     980,206.3   (mgal)                       NAVD 88
 MD1138
 MD1138  VERT ORDER  -  SECOND    CLASS 0
 MD1138
 MD1138.The horizontal coordinates were scaled from a topographic map and have
 MD1138.an estimated accuracy of +/- 6 seconds.
 MD1138
 MD1138.The orthometric height was determined by differential leveling
 MD1138.and adjusted by the National Geodetic Survey in June 1991..
 MD1138
 MD1138.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1138.See file dsdata.txt to determine how the superseded data were derived.
 MD1138
 MD1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL048847(NAD 83)
 MD1138_MARKER: DB = BENCH MARK DISK
 MD1138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1138_SP_SET: ABUTMENT
 MD1138_STAMPING: P 159 1946
 MD1138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1138
 MD1138  HISTORY     - Date     Condition        Report By
 MD1138  HISTORY     - 1946     MONUMENTED       CGS
 MD1138  HISTORY     - 1969     GOOD             NGS
 MD1138  HISTORY     - 1973     GOOD             BRADY
 MD1138
 MD1138                          STATION DESCRIPTION
 MD1138
 MD1138'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1250 ***********************************************************************
 LB1250  DESIGNATION -  P 16
 LB1250  PID         -  LB1250
 LB1250  STATE/COUNTY-  IN/NEWTON
 LB1250  USGS QUAD   -  KENTLAND (1980)
 LB1250
 LB1250                         *CURRENT SURVEY CONTROL
 LB1250  ___________________________________________________________________
 LB1250* NAD 83(1986)-  40 46 02.     (N)    087 27 00.     (W)     SCALED    
 LB1250* NAVD 88     -       207.621  (meters)     681.17   (feet)  ADJUSTED  
 LB1250  ___________________________________________________________________
 LB1250  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 LB1250  DYNAMIC HT  -         207.527 (meters)     680.86  (feet)  COMP
 LB1250  MODELED GRAV-     980,164.2   (mgal)                       NAVD 88
 LB1250
 LB1250  VERT ORDER  -  FIRST     CLASS II
 LB1250
 LB1250.The horizontal coordinates were scaled from a topographic map and have
 LB1250.an estimated accuracy of +/- 6 seconds.
 LB1250
 LB1250.The orthometric height was determined by differential leveling
 LB1250.and adjusted by the National Geodetic Survey in June 1991..
 LB1250
 LB1250.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1250.See file dsdata.txt to determine how the superseded data were derived.
 LB1250
 LB1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL620130(NAD 83)
 LB1250_MARKER: DB = BENCH MARK DISK
 LB1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1250_STAMPING: P 16 1934
 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             NGS
 LB1250
 LB1250                          STATION DESCRIPTION
 LB1250
 LB1250'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1346 ***********************************************************************
 MD1346  DESIGNATION -  P 160
 MD1346  PID         -  MD1346
 MD1346  STATE/COUNTY-  IN/ELKHART
 MD1346  USGS QUAD   -  GOSHEN (1994)
 MD1346
 MD1346                         *CURRENT SURVEY CONTROL
 MD1346  ___________________________________________________________________
 MD1346* NAD 83(1986)-  41 33 05.     (N)    085 49 32.     (W)     SCALED    
 MD1346* NAVD 88     -       246.767  (meters)     809.60   (feet)  ADJUSTED  
 MD1346  ___________________________________________________________________
 MD1346  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MD1346  DYNAMIC HT  -         246.669 (meters)     809.28  (feet)  COMP
 MD1346  MODELED GRAV-     980,221.8   (mgal)                       NAVD 88
 MD1346
 MD1346  VERT ORDER  -  FIRST     CLASS II
 MD1346
 MD1346.The horizontal coordinates were scaled from a topographic map and have
 MD1346.an estimated accuracy of +/- 6 seconds.
 MD1346
 MD1346.The orthometric height was determined by differential leveling
 MD1346.and adjusted by the National Geodetic Survey in June 1991..
 MD1346
 MD1346.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1346.See file dsdata.txt to determine how the superseded data were derived.
 MD1346
 MD1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM979006(NAD 83)
 MD1346_MARKER: DB = BENCH MARK DISK
 MD1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1346_STAMPING: P 160 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1072 ***********************************************************************
 MD1072  DESIGNATION -  P 161
 MD1072  PID         -  MD1072
 MD1072  STATE/COUNTY-  IN/NOBLE
 MD1072  USGS QUAD   -  LIGONIER (1979)
 MD1072
 MD1072                         *CURRENT SURVEY CONTROL
 MD1072  ___________________________________________________________________
 MD1072* NAD 83(1986)-  41 27 54.     (N)    085 35 16.     (W)     SCALED    
 MD1072* NAVD 88     -       268.224  (meters)     880.00   (feet)  ADJUSTED  
 MD1072  ___________________________________________________________________
 MD1072  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 MD1072  DYNAMIC HT  -         268.113 (meters)     879.63  (feet)  COMP
 MD1072  MODELED GRAV-     980,204.9   (mgal)                       NAVD 88
 MD1072
 MD1072  VERT ORDER  -  SECOND    CLASS 0
 MD1072
 MD1072.The horizontal coordinates were scaled from a topographic map and have
 MD1072.an estimated accuracy of +/- 6 seconds.
 MD1072
 MD1072.The orthometric height was determined by differential leveling
 MD1072.and adjusted by the National Geodetic Survey in June 1991..
 MD1072
 MD1072.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1072.See file dsdata.txt to determine how the superseded data were derived.
 MD1072
 MD1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL179913(NAD 83)
 MD1072_MARKER: DB = BENCH MARK DISK
 MD1072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1072_SP_SET: STEP
 MD1072_STAMPING: P 161 1946
 MD1072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1072
 MD1072  HISTORY     - Date     Condition        Report By
 MD1072  HISTORY     - 1946     MONUMENTED       CGS
 MD1072  HISTORY     - 1961     GOOD             NGS
 MD1072  HISTORY     - 1987     GOOD             LOCSUR
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0690 ***********************************************************************
 MD0690  DESIGNATION -  P 162
 MD0690  PID         -  MD0690
 MD0690  STATE/COUNTY-  IN/DE KALB
 MD0690  USGS QUAD   -  WATERLOO (1979)
 MD0690
 MD0690                         *CURRENT SURVEY CONTROL
 MD0690  ___________________________________________________________________
 MD0690* NAD 83(1997)-  41 22 52.49194(N)    085 03 36.97497(W)     ADJUSTED  
 MD0690* NAVD 88     -       267.611  (meters)     877.99   (feet)  ADJUSTED  
 MD0690  ___________________________________________________________________
 MD0690  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 MD0690  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 MD0690  DYNAMIC HT  -         267.504 (meters)     877.64  (feet)  COMP
 MD0690  MODELED GRAV-     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
 MD0690.and adjusted by the National Geodetic Survey in June 1991..
 MD0690
 MD0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0690
 MD0690.The geoid height was determined by GEOID03.
 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;                    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                          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
 MD0690.Superseded values are not recommended for survey control.
 MD0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0690.See file dsdata.txt to determine how the superseded data were derived.
 MD0690
 MD0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6219582896(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0690
 MD0690  HISTORY     - Date     Condition        Report By
 MD0690  HISTORY     - 1947     MONUMENTED       CGS
 MD0690  HISTORY     - 1961     GOOD             NGS
 MD0690  HISTORY     - 1963     SEE DESCRIPTION  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 NATIONAL 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 = OCTOBER  6, 2006
 MD0757 ***********************************************************************
 MD0757  DESIGNATION -  P 163
 MD0757  PID         -  MD0757
 MD0757  STATE/COUNTY-  IN/NOBLE
 MD0757  USGS QUAD   -  KENDALLVILLE (1979)
 MD0757
 MD0757                         *CURRENT SURVEY CONTROL
 MD0757  ___________________________________________________________________
 MD0757* NAD 83(1986)-  41 27 08.     (N)    085 17 03.     (W)     SCALED    
 MD0757* NAVD 88     -       293.232  (meters)     962.05   (feet)  ADJUSTED  
 MD0757  ___________________________________________________________________
 MD0757  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 MD0757  DYNAMIC HT  -         293.115 (meters)     961.66  (feet)  COMP
 MD0757  MODELED GRAV-     980,216.3   (mgal)                       NAVD 88
 MD0757
 MD0757  VERT ORDER  -  SECOND    CLASS 0
 MD0757
 MD0757.The horizontal coordinates were scaled from a topographic map and have
 MD0757.an estimated accuracy of +/- 6 seconds.
 MD0757
 MD0757.The orthometric height was determined by differential leveling
 MD0757.and adjusted by the National Geodetic Survey in June 1991..
 MD0757
 MD0757.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0757.See file dsdata.txt to determine how the superseded data were derived.
 MD0757
 MD0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL433903(NAD 83)
 MD0757_MARKER: DB = BENCH MARK DISK
 MD0757_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0757_SP_SET: ABUTMENT
 MD0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0757
 MD0757  HISTORY     - Date     Condition        Report By
 MD0757  HISTORY     - UNK      MONUMENTED       CGS
 MD0757  HISTORY     - 1962     MARK NOT FOUND   NGS
 MD0757
 MD0757                          STATION DESCRIPTION
 MD0757
 MD0757'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1235 ***********************************************************************
 MD1235  DESIGNATION -  P 164
 MD1235  PID         -  MD1235
 MD1235  STATE/COUNTY-  IN/NOBLE
 MD1235  USGS QUAD   -  ORMAS (1965)
 MD1235
 MD1235                         *CURRENT SURVEY CONTROL
 MD1235  ___________________________________________________________________
 MD1235* NAD 83(1986)-  41 18 09.     (N)    085 30 00.     (W)     SCALED    
 MD1235* NAVD 88     -       277.609  (meters)     910.79   (feet)  ADJUSTED  
 MD1235  ___________________________________________________________________
 MD1235  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 MD1235  DYNAMIC HT  -         277.496 (meters)     910.42  (feet)  COMP
 MD1235  MODELED GRAV-     980,212.1   (mgal)                       NAVD 88
 MD1235
 MD1235  VERT ORDER  -  SECOND    CLASS 0
 MD1235
 MD1235.The horizontal coordinates were scaled from a topographic map and have
 MD1235.an estimated accuracy of +/- 6 seconds.
 MD1235
 MD1235.The orthometric height was determined by differential leveling
 MD1235.and adjusted by the National Geodetic Survey in June 1991..
 MD1235
 MD1235.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1235.See file dsdata.txt to determine how the superseded data were derived.
 MD1235
 MD1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL255734(NAD 83)
 MD1235_MARKER: DB = BENCH MARK DISK
 MD1235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1235_SP_SET: CULVERT
 MD1235_STAMPING: P 164 1946
 MD1235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1235
 MD1235  HISTORY     - Date     Condition        Report By
 MD1235  HISTORY     - 1946     MONUMENTED       CGS
 MD1235  HISTORY     - 1961     GOOD             NGS
 MD1235  HISTORY     - 1990     GOOD             USPSQD
 MD1235
 MD1235                          STATION DESCRIPTION
 MD1235
 MD1235'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1155 ***********************************************************************
 MD1155  DESIGNATION -  P 165
 MD1155  PID         -  MD1155
 MD1155  STATE/COUNTY-  IN/WHITLEY
 MD1155  USGS QUAD   -  ORMAS (1965)
 MD1155
 MD1155                         *CURRENT SURVEY CONTROL
 MD1155  ___________________________________________________________________
 MD1155* NAD 83(1986)-  41 15 25.     (N)    085 34 05.     (W)     SCALED    
 MD1155* NAVD 88     -       286.671  (meters)     940.52   (feet)  ADJUSTED  
 MD1155  ___________________________________________________________________
 MD1155  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 MD1155  DYNAMIC HT  -         286.555 (meters)     940.14  (feet)  COMP
 MD1155  MODELED GRAV-     980,210.7   (mgal)                       NAVD 88
 MD1155
 MD1155  VERT ORDER  -  SECOND    CLASS 0
 MD1155
 MD1155.The horizontal coordinates were scaled from a topographic map and have
 MD1155.an estimated accuracy of +/- 6 seconds.
 MD1155
 MD1155.The orthometric height was determined by differential leveling
 MD1155.and adjusted by the National Geodetic Survey in June 1991..
 MD1155
 MD1155.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1155.See file dsdata.txt to determine how the superseded data were derived.
 MD1155
 MD1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL199682(NAD 83)
 MD1155_MARKER: DB = BENCH MARK DISK
 MD1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1155_STAMPING: P 165 1946
 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             NGS
 MD1155
 MD1155                          STATION DESCRIPTION
 MD1155
 MD1155'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0272 ***********************************************************************
 ME0272  DESIGNATION -  P 166
 ME0272  PID         -  ME0272
 ME0272  STATE/COUNTY-  IN/MARSHALL
 ME0272  USGS QUAD   -  PLYMOUTH (1980)
 ME0272
 ME0272                         *CURRENT SURVEY CONTROL
 ME0272  ___________________________________________________________________
 ME0272* NAD 83(1986)-  41 20 30.     (N)    086 19 41.     (W)     SCALED    
 ME0272* NAVD 88     -       246.134  (meters)     807.52   (feet)  ADJUSTED  
 ME0272  ___________________________________________________________________
 ME0272  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0272  DYNAMIC HT  -         246.032 (meters)     807.19  (feet)  COMP
 ME0272  MODELED GRAV-     980,201.4   (mgal)                       NAVD 88
 ME0272
 ME0272  VERT ORDER  -  FIRST     CLASS I
 ME0272
 ME0272.The horizontal coordinates were scaled from a topographic map and have
 ME0272.an estimated accuracy of +/- 6 seconds.
 ME0272
 ME0272.The orthometric height was determined by differential leveling
 ME0272.and adjusted by the National Geodetic Survey in April 1995..
 ME0272
 ME0272.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0272
 ME0272  NAVD 88 (06/15/91)  246.215  (m)          807.79   (f) UNKNOWN     1 1
 ME0272  NGVD 29 (01/19/93)  246.252  (m)          807.91   (f) ADJUSTED    1 1
 ME0272
 ME0272.Superseded values are not recommended for survey control.
 ME0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0272.See file dsdata.txt to determine how the superseded data were derived.
 ME0272
 ME0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL562769(NAD 83)
 ME0272_MARKER: DB = BENCH MARK DISK
 ME0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0272_SP_SET: CONCRETE POST
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 ME0891 ***********************************************************************
 ME0891  DESIGNATION -  P 167
 ME0891  PID         -  ME0891
 ME0891  STATE/COUNTY-  IN/LA PORTE
 ME0891  USGS QUAD   -  STILLWELL (1977)
 ME0891
 ME0891                         *CURRENT SURVEY CONTROL
 ME0891  ___________________________________________________________________
 ME0891* NAD 83(1986)-  41 33 47.     (N)    086 31 11.     (W)     SCALED    
 ME0891* NAVD 88     -       211.208  (meters)     692.94   (feet)  ADJUSTED  
 ME0891  ___________________________________________________________________
 ME0891  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0891  DYNAMIC HT  -         211.124 (meters)     692.66  (feet)  COMP
 ME0891  MODELED GRAV-     980,224.9   (mgal)                       NAVD 88
 ME0891
 ME0891  VERT ORDER  -  SECOND    CLASS 0
 ME0891
 ME0891.The horizontal coordinates were scaled from a topographic map and have
 ME0891.an estimated accuracy of +/- 6 seconds.
 ME0891
 ME0891.The orthometric height was determined by differential leveling
 ME0891.and adjusted by the National Geodetic Survey in June 1991..
 ME0891
 ME0891.The geoid height was determined by GEOID03.
 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     -   701,240.      947,010.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0891.See file dsdata.txt to determine how the superseded data were derived.
 ME0891
 ME0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM400013(NAD 83)
 ME0891_MARKER: DB = BENCH MARK DISK
 ME0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0891_STAMPING: P 167 1946
 ME0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0891+STABILITY: SURFACE MOTION
 ME0891
 ME0891  HISTORY     - Date     Condition        Report By
 ME0891  HISTORY     - 1946     MONUMENTED       CGS
 ME0891  HISTORY     - 1989     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0003 ***********************************************************************
 ME0003  DESIGNATION -  P 168
 ME0003  PID         -  ME0003
 ME0003  STATE/COUNTY-  IN/ST JOSEPH
 ME0003  USGS QUAD   -  WYATT (1992)
 ME0003
 ME0003                         *CURRENT SURVEY CONTROL
 ME0003  ___________________________________________________________________
 ME0003* NAD 83(1986)-  41 30 36.     (N)    086 09 36.     (W)     SCALED    
 ME0003* NAVD 88     -       250.683  (meters)     822.45   (feet)  ADJUSTED  
 ME0003  ___________________________________________________________________
 ME0003  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 ME0003  DYNAMIC HT  -         250.579 (meters)     822.11  (feet)  COMP
 ME0003  MODELED GRAV-     980,201.3   (mgal)                       NAVD 88
 ME0003
 ME0003  VERT ORDER  -  SECOND    CLASS 0
 ME0003
 ME0003.The horizontal coordinates were scaled from a topographic map and have
 ME0003.an estimated accuracy of +/- 6 seconds.
 ME0003
 ME0003.The orthometric height was determined by differential leveling
 ME0003.and adjusted by the National Geodetic Survey in June 1991..
 ME0003
 ME0003.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0003.See file dsdata.txt to determine how the superseded data were derived.
 ME0003
 ME0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL700957(NAD 83)
 ME0003_MARKER: DB = BENCH MARK DISK
 ME0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0003_STAMPING: P 168 1946
 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 = OCTOBER  6, 2006
 ME0176 ***********************************************************************
 ME0176  DESIGNATION -  P 169
 ME0176  PID         -  ME0176
 ME0176  STATE/COUNTY-  IN/MARSHALL
 ME0176  USGS QUAD   -  BREMEN (1991)
 ME0176
 ME0176                         *CURRENT SURVEY CONTROL
 ME0176  ___________________________________________________________________
 ME0176* NAD 83(1986)-  41 24 24.     (N)    086 14 33.     (W)     SCALED    
 ME0176* NAVD 88     -       251.467  (meters)     825.02   (feet)  ADJUSTED  
 ME0176  ___________________________________________________________________
 ME0176  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 ME0176  DYNAMIC HT  -         251.362 (meters)     824.68  (feet)  COMP
 ME0176  MODELED GRAV-     980,199.4   (mgal)                       NAVD 88
 ME0176
 ME0176  VERT ORDER  -  SECOND    CLASS 0
 ME0176
 ME0176.The horizontal coordinates were scaled from a topographic map and have
 ME0176.an estimated accuracy of +/- 6 seconds.
 ME0176
 ME0176.The orthometric height was determined by differential leveling
 ME0176.and adjusted by the National Geodetic Survey in June 1991..
 ME0176
 ME0176.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0176.See file dsdata.txt to determine how the superseded data were derived.
 ME0176
 ME0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL633841(NAD 83)
 ME0176_MARKER: DB = BENCH MARK DISK
 ME0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0176_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 ME1158 ***********************************************************************
 ME1158  DESIGNATION -  P 17
 ME1158  PID         -  ME1158
 ME1158  STATE/COUNTY-  IN/LAKE
 ME1158  USGS QUAD   -  ST JOHN (1992)
 ME1158
 ME1158                         *CURRENT SURVEY CONTROL
 ME1158  ___________________________________________________________________
 ME1158* NAD 83(1986)-  41 22 38.     (N)    087 27 49.     (W)     SCALED    
 ME1158* NAVD 88     -       226.986  (meters)     744.70   (feet)  ADJUSTED  
 ME1158  ___________________________________________________________________
 ME1158  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 ME1158  DYNAMIC HT  -         226.894 (meters)     744.40  (feet)  COMP
 ME1158  MODELED GRAV-     980,214.0   (mgal)                       NAVD 88
 ME1158
 ME1158  VERT ORDER  -  FIRST     CLASS II
 ME1158
 ME1158.The horizontal coordinates were scaled from a topographic map and have
 ME1158.an estimated accuracy of +/- 6 seconds.
 ME1158
 ME1158.The orthometric height was determined by differential leveling
 ME1158.and adjusted by the National Geodetic Survey in June 1991..
 ME1158
 ME1158.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1158.See file dsdata.txt to determine how the superseded data were derived.
 ME1158
 ME1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL612807(NAD 83)
 ME1158_MARKER: DB = BENCH MARK DISK
 ME1158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1158_SP_SET: MILEPOST
 ME1158_STAMPING: P 17 1934
 ME1158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1158
 ME1158  HISTORY     - Date     Condition        Report By
 ME1158  HISTORY     - 1934     MONUMENTED       CGS
 ME1158  HISTORY     - 1946     GOOD             NGS
 ME1158  HISTORY     - 19900629 MARK NOT FOUND   USGS
 ME1158
 ME1158                          STATION DESCRIPTION
 ME1158
 ME1158'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0133 ***********************************************************************
 ME0133  DESIGNATION -  P 170
 ME0133  PID         -  ME0133
 ME0133  STATE/COUNTY-  IN/ELKHART
 ME0133  USGS QUAD   -  WAKARUSA (1994)
 ME0133
 ME0133                         *CURRENT SURVEY CONTROL
 ME0133  ___________________________________________________________________
 ME0133* NAD 83(1986)-  41 32 11.     (N)    086 00 05.     (W)     SCALED    
 ME0133* NAVD 88     -       261.613  (meters)     858.31   (feet)  ADJUSTED  
 ME0133  ___________________________________________________________________
 ME0133  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 ME0133  DYNAMIC HT  -         261.506 (meters)     857.96  (feet)  COMP
 ME0133  MODELED GRAV-     980,208.3   (mgal)                       NAVD 88
 ME0133
 ME0133  VERT ORDER  -  SECOND    CLASS 0
 ME0133
 ME0133.The horizontal coordinates were scaled from a topographic map and have
 ME0133.an estimated accuracy of +/- 6 seconds.
 ME0133
 ME0133.The orthometric height was determined by differential leveling
 ME0133.and adjusted by the National Geodetic Survey in June 1991..
 ME0133
 ME0133.The geoid height was determined by GEOID03.
 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     -   698,180.       72,070.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0133.See file dsdata.txt to determine how the superseded data were derived.
 ME0133
 ME0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL833987(NAD 83)
 ME0133_MARKER: DB = BENCH MARK DISK
 ME0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0133_SP_SET: STREET
 ME0133_STAMPING: P-170 1946
 ME0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0133
 ME0133  HISTORY     - Date     Condition        Report By
 ME0133  HISTORY     - 1946     MONUMENTED       CGS
 ME0133  HISTORY     - 1968     GOOD             NGS
 ME0133  HISTORY     - 1971     GOOD             NGS
 ME0133  HISTORY     - 19950914 GOOD             USPSQD
 ME0133
 ME0133                          STATION DESCRIPTION
 ME0133
 ME0133'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0411 ***********************************************************************
 ME0411  DESIGNATION -  P 171
 ME0411  PID         -  ME0411
 ME0411  STATE/COUNTY-  IN/KOSCIUSKO
 ME0411  USGS QUAD   -  NAPPANEE WEST (1991)
 ME0411
 ME0411                         *CURRENT SURVEY CONTROL
 ME0411  ___________________________________________________________________
 ME0411* NAD 83(1986)-  41 25 35.     (N)    086 00 05.     (W)     SCALED    
 ME0411* NAVD 88     -       257.139  (meters)     843.63   (feet)  ADJUSTED  
 ME0411  ___________________________________________________________________
 ME0411  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ME0411  DYNAMIC HT  -         257.034 (meters)     843.29  (feet)  COMP
 ME0411  MODELED GRAV-     980,210.5   (mgal)                       NAVD 88
 ME0411
 ME0411  VERT ORDER  -  SECOND    CLASS 0
 ME0411
 ME0411.The horizontal coordinates were scaled from a topographic map and have
 ME0411.an estimated accuracy of +/- 6 seconds.
 ME0411
 ME0411.The orthometric height was determined by differential leveling
 ME0411.and adjusted by the National Geodetic Survey in June 1991..
 ME0411
 ME0411.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0411.See file dsdata.txt to determine how the superseded data were derived.
 ME0411
 ME0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL834865(NAD 83)
 ME0411_MARKER: DB = BENCH MARK DISK
 ME0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0411_STAMPING: P 171 1946
 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 = OCTOBER  6, 2006
 MD1197 ***********************************************************************
 MD1197  DESIGNATION -  P 172
 MD1197  PID         -  MD1197
 MD1197  STATE/COUNTY-  IN/ELKHART
 MD1197  USGS QUAD   -  NAPPANEE EAST (1992)
 MD1197
 MD1197                         *CURRENT SURVEY CONTROL
 MD1197  ___________________________________________________________________
 MD1197* NAD 83(1986)-  41 29 37.     (N)    085 54 13.     (W)     SCALED    
 MD1197* NAVD 88     -       255.371  (meters)     837.83   (feet)  ADJUSTED  
 MD1197  ___________________________________________________________________
 MD1197  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MD1197  DYNAMIC HT  -         255.268 (meters)     837.49  (feet)  COMP
 MD1197  MODELED GRAV-     980,214.6   (mgal)                       NAVD 88
 MD1197
 MD1197  VERT ORDER  -  SECOND    CLASS 0
 MD1197
 MD1197.The horizontal coordinates were scaled from a topographic map and have
 MD1197.an estimated accuracy of +/- 6 seconds.
 MD1197
 MD1197.The orthometric height was determined by differential leveling
 MD1197.and adjusted by the National Geodetic Survey in June 1991..
 MD1197
 MD1197.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1197.See file dsdata.txt to determine how the superseded data were derived.
 MD1197
 MD1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL915941(NAD 83)
 MD1197_MARKER: DB = BENCH MARK DISK
 MD1197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1197_SP_SET: CULVERT
 MD1197_STAMPING: P 172 1946
 MD1197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 MD1198 ***********************************************************************
 MD1198  DESIGNATION -  P 172 RESET 1970
 MD1198  PID         -  MD1198
 MD1198  STATE/COUNTY-  IN/ELKHART
 MD1198  USGS QUAD   -  NAPPANEE EAST (1992)
 MD1198
 MD1198                         *CURRENT SURVEY CONTROL
 MD1198  ___________________________________________________________________
 MD1198* NAD 83(1986)-  41 29 37.     (N)    085 54 13.     (W)     SCALED    
 MD1198* NAVD 88     -       255.33   (meters)     837.7    (feet)  RESET     
 MD1198  ___________________________________________________________________
 MD1198  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MD1198
 MD1198  VERT ORDER  -  THIRD
 MD1198
 MD1198.The horizontal coordinates were scaled from a topographic map and have
 MD1198.an estimated accuracy of +/- 6 seconds.
 MD1198
 MD1198.The orthometric height was computed from unverified reset data.
 MD1198
 MD1198.The geoid height was determined by GEOID03.
 MD1198
 MD1198;                    North         East    Units  Estimated Accuracy
 MD1198;SPC IN E     -   693,400.       80,220.      MT  (+/- 180 meters Scaled)
 MD1198
 MD1198                          SUPERSEDED SURVEY CONTROL
 MD1198
 MD1198.No superseded survey control is available for this station.
 MD1198
 MD1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL915941(NAD 83)
 MD1198_MARKER: DB = BENCH MARK DISK
 MD1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1198_STAMPING: P 172 RESET 1970
 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 = OCTOBER  6, 2006
 LA1852 ***********************************************************************
 LA1852  DESIGNATION -  P 173
 LA1852  PID         -  LA1852
 LA1852  STATE/COUNTY-  IN/GRANT
 LA1852  USGS QUAD   -  SWEETSER (1992)
 LA1852
 LA1852                         *CURRENT SURVEY CONTROL
 LA1852  ___________________________________________________________________
 LA1852* NAD 83(1986)-  40 34 20.     (N)    085 49 30.     (W)     SCALED    
 LA1852* NAVD 88     -       249.366  (meters)     818.13   (feet)  ADJUSTED  
 LA1852  ___________________________________________________________________
 LA1852  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LA1852  DYNAMIC HT  -         249.239 (meters)     817.71  (feet)  COMP
 LA1852  MODELED GRAV-     980,110.3   (mgal)                       NAVD 88
 LA1852
 LA1852  VERT ORDER  -  SECOND    CLASS 0
 LA1852
 LA1852.The horizontal coordinates were scaled from a topographic map and have
 LA1852.an estimated accuracy of +/- 6 seconds.
 LA1852
 LA1852.The orthometric height was determined by differential leveling
 LA1852.and adjusted by the National Geodetic Survey in June 1991..
 LA1852
 LA1852.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1852.See file dsdata.txt to determine how the superseded data were derived.
 LA1852
 LA1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK994919(NAD 83)
 LA1852_MARKER: DB = BENCH MARK DISK
 LA1852_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1852_SP_SET: CULVERT
 LA1852_STAMPING: P 173 1946
 LA1852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1853 ***********************************************************************
 LA1853  DESIGNATION -  P 173 RESET 1957
 LA1853  PID         -  LA1853
 LA1853  STATE/COUNTY-  IN/GRANT
 LA1853  USGS QUAD   -  SWEETSER (1992)
 LA1853
 LA1853                         *CURRENT SURVEY CONTROL
 LA1853  ___________________________________________________________________
 LA1853* NAD 83(1986)-  40 34 20.     (N)    085 49 30.     (W)     SCALED    
 LA1853* NAVD 88     -       249.42   (meters)     818.3    (feet)  RESET     
 LA1853  ___________________________________________________________________
 LA1853  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LA1853
 LA1853  VERT ORDER  -  THIRD
 LA1853
 LA1853.The horizontal coordinates were scaled from a topographic map and have
 LA1853.an estimated accuracy of +/- 6 seconds.
 LA1853
 LA1853.The orthometric height was computed from unverified reset data.
 LA1853
 LA1853.The geoid height was determined by GEOID03.
 LA1853
 LA1853;                    North         East    Units  Estimated Accuracy
 LA1853;SPC IN E     -   591,070.       86,590.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1853.See file dsdata.txt to determine how the superseded data were derived.
 LA1853
 LA1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK994919(NAD 83)
 LA1853_MARKER: DB = BENCH MARK DISK
 LA1853_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1853_SP_SET: CULVERT
 LA1853_STAMPING: P 173 RESET 1957
 LA1853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1609 ***********************************************************************
 LA1609  DESIGNATION -  P 174
 LA1609  PID         -  LA1609
 LA1609  STATE/COUNTY-  IN/GRANT
 LA1609  USGS QUAD   -  MARION (1992)
 LA1609
 LA1609                         *CURRENT SURVEY CONTROL
 LA1609  ___________________________________________________________________
 LA1609* NAD 83(1986)-  40 33 40.     (N)    085 39 22.     (W)     SCALED    
 LA1609* NAVD 88     -       245.035  (meters)     803.92   (feet)  ADJUSTED  
 LA1609  ___________________________________________________________________
 LA1609  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 LA1609  DYNAMIC HT  -         244.910 (meters)     803.51  (feet)  COMP
 LA1609  MODELED GRAV-     980,111.6   (mgal)                       NAVD 88
 LA1609
 LA1609  VERT ORDER  -  FIRST     CLASS II
 LA1609
 LA1609.The horizontal coordinates were scaled from a topographic map and have
 LA1609.an estimated accuracy of +/- 6 seconds.
 LA1609
 LA1609.The orthometric height was determined by differential leveling
 LA1609.and adjusted by the National Geodetic Survey in June 1991..
 LA1609
 LA1609.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1609.See file dsdata.txt to determine how the superseded data were derived.
 LA1609
 LA1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK137909(NAD 83)
 LA1609_MARKER: DB = BENCH MARK DISK
 LA1609_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1609_SP_SET: ABUTMENT
 LA1609_STAMPING: P 174 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0260 ***********************************************************************
 LB0260  DESIGNATION -  P 175
 LB0260  PID         -  LB0260
 LB0260  STATE/COUNTY-  IN/MIAMI
 LB0260  USGS QUAD   -  BUNKER HILL (1994)
 LB0260
 LB0260                         *CURRENT SURVEY CONTROL
 LB0260  ___________________________________________________________________
 LB0260* NAD 83(1986)-  40 44 16.     (N)    086 05 57.     (W)     SCALED    
 LB0260* NAVD 88     -       197.590  (meters)     648.26   (feet)  ADJUSTED  
 LB0260  ___________________________________________________________________
 LB0260  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 LB0260  DYNAMIC HT  -         197.494 (meters)     647.94  (feet)  COMP
 LB0260  MODELED GRAV-     980,137.9   (mgal)                       NAVD 88
 LB0260
 LB0260  VERT ORDER  -  SECOND    CLASS 0
 LB0260
 LB0260.The horizontal coordinates were scaled from a topographic map and have
 LB0260.an estimated accuracy of +/- 6 seconds.
 LB0260
 LB0260.The orthometric height was determined by differential leveling
 LB0260.and adjusted by the National Geodetic Survey in June 1991..
 LB0260
 LB0260.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0260.See file dsdata.txt to determine how the superseded data were derived.
 LB0260
 LB0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL760100(NAD 83)
 LB0260_MARKER: DD = SURVEY DISK
 LB0260_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0260_SP_SET: BRIDGE RAILING
 LB0260_STAMPING: P 175 1946
 LB0260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0260
 LB0260  HISTORY     - Date     Condition        Report By
 LB0260  HISTORY     - 1946     MONUMENTED       INHD
 LB0260  HISTORY     - 1946     GOOD             NGS
 LB0260  HISTORY     - 1962     GOOD             LOCSUR
 LB0260
 LB0260                          STATION DESCRIPTION
 LB0260
 LB0260'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0363 ***********************************************************************
 ME0363  DESIGNATION -  P 176
 ME0363  PID         -  ME0363
 ME0363  STATE/COUNTY-  IN/MARSHALL
 ME0363  USGS QUAD   -  CULVER (1980)
 ME0363
 ME0363                         *CURRENT SURVEY CONTROL
 ME0363  ___________________________________________________________________
 ME0363* NAD 83(1986)-  41 10 18.     (N)    086 24 19.     (W)     SCALED    
 ME0363* NAVD 88     -       231.530  (meters)     759.61   (feet)  ADJUSTED  
 ME0363  ___________________________________________________________________
 ME0363  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME0363  DYNAMIC HT  -         231.436 (meters)     759.30  (feet)  COMP
 ME0363  MODELED GRAV-     980,207.9   (mgal)                       NAVD 88
 ME0363
 ME0363  VERT ORDER  -  SECOND    CLASS 0
 ME0363
 ME0363.The horizontal coordinates were scaled from a topographic map and have
 ME0363.an estimated accuracy of +/- 6 seconds.
 ME0363
 ME0363.The orthometric height was determined by differential leveling
 ME0363.and adjusted by the National Geodetic Survey in June 1991..
 ME0363
 ME0363.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0363.See file dsdata.txt to determine how the superseded data were derived.
 ME0363
 ME0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL498579(NAD 83)
 ME0363_MARKER: DB = BENCH MARK DISK
 ME0363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0363_SP_SET: CULVERT
 ME0363_STAMPING: P 176 1946
 ME0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME0439 ***********************************************************************
 ME0439  DESIGNATION -  P 177
 ME0439  PID         -  ME0439
 ME0439  STATE/COUNTY-  IN/FULTON
 ME0439  USGS QUAD   -  AKRON (1994)
 ME0439
 ME0439                         *CURRENT SURVEY CONTROL
 ME0439  ___________________________________________________________________
 ME0439* NAD 83(1986)-  41 04 14.     (N)    086 01 40.     (W)     SCALED    
 ME0439* NAVD 88     -       262.673  (meters)     861.79   (feet)  ADJUSTED  
 ME0439  ___________________________________________________________________
 ME0439  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 ME0439  DYNAMIC HT  -         262.556 (meters)     861.40  (feet)  COMP
 ME0439  MODELED GRAV-     980,173.9   (mgal)                       NAVD 88
 ME0439
 ME0439  VERT ORDER  -  SECOND    CLASS 0
 ME0439
 ME0439.The horizontal coordinates were scaled from a topographic map and have
 ME0439.an estimated accuracy of +/- 6 seconds.
 ME0439
 ME0439.The orthometric height was determined by differential leveling
 ME0439.and adjusted by the National Geodetic Survey in June 1991..
 ME0439
 ME0439.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0439.See file dsdata.txt to determine how the superseded data were derived.
 ME0439
 ME0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL816470(NAD 83)
 ME0439_MARKER: DB = BENCH MARK DISK
 ME0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0439_STAMPING: P 177 1946
 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 = OCTOBER  6, 2006
 ME0436 ***********************************************************************
 ME0436  DESIGNATION -  P 178
 ME0436  PID         -  ME0436
 ME0436  STATE/COUNTY-  IN/KOSCIUSKO
 ME0436  USGS QUAD   -  MENTONE (1994)
 ME0436
 ME0436                         *CURRENT SURVEY CONTROL
 ME0436  ___________________________________________________________________
 ME0436* NAD 83(1986)-  41 08 37.     (N)    086 02 18.     (W)     SCALED    
 ME0436* NAVD 88     -       267.480  (meters)     877.56   (feet)  ADJUSTED  
 ME0436  ___________________________________________________________________
 ME0436  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME0436  DYNAMIC HT  -         267.364 (meters)     877.18  (feet)  COMP
 ME0436  MODELED GRAV-     980,185.0   (mgal)                       NAVD 88
 ME0436
 ME0436  VERT ORDER  -  SECOND    CLASS 0
 ME0436
 ME0436.The horizontal coordinates were scaled from a topographic map and have
 ME0436.an estimated accuracy of +/- 6 seconds.
 ME0436
 ME0436.The orthometric height was determined by differential leveling
 ME0436.and adjusted by the National Geodetic Survey in June 1991..
 ME0436
 ME0436.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0436.See file dsdata.txt to determine how the superseded data were derived.
 ME0436
 ME0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL807551(NAD 83)
 ME0436_MARKER: DB = BENCH MARK DISK
 ME0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0436_STAMPING: P 178 1946
 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 = OCTOBER  6, 2006
 LB0251 ***********************************************************************
 LB0251  DESIGNATION -  P 179
 LB0251  PID         -  LB0251
 LB0251  STATE/COUNTY-  IN/MIAMI
 LB0251  USGS QUAD   -  DEEDSVILLE (1992)
 LB0251
 LB0251                         *CURRENT SURVEY CONTROL
 LB0251  ___________________________________________________________________
 LB0251* NAD 83(1986)-  40 56 30.     (N)    086 01 05.     (W)     SCALED    
 LB0251* NAVD 88     -       261.331  (meters)     857.38   (feet)  ADJUSTED  
 LB0251  ___________________________________________________________________
 LB0251  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 LB0251  DYNAMIC HT  -         261.210 (meters)     856.99  (feet)  COMP
 LB0251  MODELED GRAV-     980,155.6   (mgal)                       NAVD 88
 LB0251
 LB0251  VERT ORDER  -  SECOND    CLASS 0
 LB0251
 LB0251.The horizontal coordinates were scaled from a topographic map and have
 LB0251.an estimated accuracy of +/- 6 seconds.
 LB0251
 LB0251.The orthometric height was determined by differential leveling
 LB0251.and adjusted by the National Geodetic Survey in June 1991..
 LB0251
 LB0251.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0251.See file dsdata.txt to determine how the superseded data were derived.
 LB0251
 LB0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL826327(NAD 83)
 LB0251_MARKER: DB = BENCH MARK DISK
 LB0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0251_STAMPING: P 179 1946
 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 = OCTOBER  6, 2006
 ME0867 ***********************************************************************
 ME0867  DESIGNATION -  P 18
 ME0867  PID         -  ME0867
 ME0867  STATE/COUNTY-  IN/LA PORTE
 ME0867  USGS QUAD   -  MICHIGAN CITY WEST (1980)
 ME0867
 ME0867                         *CURRENT SURVEY CONTROL
 ME0867  ___________________________________________________________________
 ME0867* NAD 83(1986)-  41 42 02.     (N)    086 53 39.     (W)     SCALED    
 ME0867* NAVD 88     -       189.938  (meters)     623.15   (feet)  ADJUSTED  
 ME0867  ___________________________________________________________________
 ME0867  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 ME0867  DYNAMIC HT  -         189.868 (meters)     622.93  (feet)  COMP
 ME0867  MODELED GRAV-     980,251.9   (mgal)                       NAVD 88
 ME0867
 ME0867  VERT ORDER  -  SECOND    CLASS 0
 ME0867
 ME0867.The horizontal coordinates were scaled from a topographic map and have
 ME0867.an estimated accuracy of +/- 6 seconds.
 ME0867
 ME0867.The orthometric height was determined by differential leveling
 ME0867.and adjusted by the National Geodetic Survey in June 1991..
 ME0867
 ME0867.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0867.See file dsdata.txt to determine how the superseded data were derived.
 ME0867
 ME0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM088165(NAD 83)
 ME0867_MARKER: DB = BENCH MARK DISK
 ME0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0867_STAMPING: P 18 1934
 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 = OCTOBER  6, 2006
 LB0206 ***********************************************************************
 LB0206  DESIGNATION -  P 180
 LB0206  PID         -  LB0206
 LB0206  STATE/COUNTY-  IN/MIAMI
 LB0206  USGS QUAD   -  DEEDSVILLE (1992)
 LB0206
 LB0206                         *CURRENT SURVEY CONTROL
 LB0206  ___________________________________________________________________
 LB0206* NAD 83(1986)-  40 58 08.     (N)    086 05 34.     (W)     SCALED    
 LB0206* NAVD 88     -       259.288  (meters)     850.68   (feet)  ADJUSTED  
 LB0206  ___________________________________________________________________
 LB0206  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 LB0206  DYNAMIC HT  -         259.170 (meters)     850.29  (feet)  COMP
 LB0206  MODELED GRAV-     980,160.5   (mgal)                       NAVD 88
 LB0206
 LB0206  VERT ORDER  -  SECOND    CLASS 0
 LB0206
 LB0206.The horizontal coordinates were scaled from a topographic map and have
 LB0206.an estimated accuracy of +/- 6 seconds.
 LB0206
 LB0206.The orthometric height was determined by differential leveling
 LB0206.and adjusted by the National Geodetic Survey in June 1991..
 LB0206
 LB0206.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0206.See file dsdata.txt to determine how the superseded data were derived.
 LB0206
 LB0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL763357(NAD 83)
 LB0206_MARKER: DB = BENCH MARK DISK
 LB0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0206_STAMPING: P 180 1946
 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 = OCTOBER  6, 2006
 LB0173 ***********************************************************************
 LB0173  DESIGNATION -  P 181
 LB0173  PID         -  LB0173
 LB0173  STATE/COUNTY-  IN/FULTON
 LB0173  USGS QUAD   -  MACY (1994)
 LB0173
 LB0173                         *CURRENT SURVEY CONTROL
 LB0173  ___________________________________________________________________
 LB0173* NAD 83(1986)-  40 54 58.     (N)    086 14 32.     (W)     SCALED    
 LB0173* NAVD 88     -       247.282  (meters)     811.29   (feet)  ADJUSTED  
 LB0173  ___________________________________________________________________
 LB0173  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 LB0173  DYNAMIC HT  -         247.171 (meters)     810.93  (feet)  COMP
 LB0173  MODELED GRAV-     980,169.4   (mgal)                       NAVD 88
 LB0173
 LB0173  VERT ORDER  -  SECOND    CLASS 0
 LB0173
 LB0173.The horizontal coordinates were scaled from a topographic map and have
 LB0173.an estimated accuracy of +/- 6 seconds.
 LB0173
 LB0173.The orthometric height was determined by differential leveling
 LB0173.and adjusted by the National Geodetic Survey in June 1991..
 LB0173
 LB0173.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0173.See file dsdata.txt to determine how the superseded data were derived.
 LB0173
 LB0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL638297(NAD 83)
 LB0173_MARKER: DB = BENCH MARK DISK
 LB0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0173_STAMPING: P 181 1946
 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 = OCTOBER  6, 2006
 LA1642 ***********************************************************************
 LA1642  DESIGNATION -  P 182
 LA1642  PID         -  LA1642
 LA1642  STATE/COUNTY-  IN/WABASH
 LA1642  USGS QUAD   -  WABASH (1994)
 LA1642
 LA1642                         *CURRENT SURVEY CONTROL
 LA1642  ___________________________________________________________________
 LA1642* NAD 83(1986)-  40 50 23.     (N)    085 47 21.     (W)     SCALED    
 LA1642* NAVD 88     -       249.926  (meters)     819.97   (feet)  ADJUSTED  
 LA1642  ___________________________________________________________________
 LA1642  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 LA1642  DYNAMIC HT  -         249.809 (meters)     819.58  (feet)  COMP
 LA1642  MODELED GRAV-     980,148.2   (mgal)                       NAVD 88
 LA1642
 LA1642  VERT ORDER  -  FIRST     CLASS II
 LA1642
 LA1642.The horizontal coordinates were scaled from a topographic map and have
 LA1642.an estimated accuracy of +/- 6 seconds.
 LA1642
 LA1642.The orthometric height was determined by differential leveling
 LA1642.and adjusted by the National Geodetic Survey in June 1991..
 LA1642
 LA1642.The geoid height was determined by GEOID03.
 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     -   620,770.       89,670.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1642.See file dsdata.txt to determine how the superseded data were derived.
 LA1642
 LA1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL020216(NAD 83)
 LA1642_MARKER: DB = BENCH MARK DISK
 LA1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1642_STAMPING: P 182 1946
 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 = OCTOBER  6, 2006
 LB0161 ***********************************************************************
 LB0161  DESIGNATION -  P 183
 LB0161  PID         -  LB0161
 LB0161  STATE/COUNTY-  IN/MIAMI
 LB0161  USGS QUAD   -  PERU (1992)
 LB0161
 LB0161                         *CURRENT SURVEY CONTROL
 LB0161  ___________________________________________________________________
 LB0161* NAD 83(1986)-  40 51 57.     (N)    086 04 39.     (W)     SCALED    
 LB0161* NAVD 88     -       216.109  (meters)     709.02   (feet)  ADJUSTED  
 LB0161  ___________________________________________________________________
 LB0161  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 LB0161  DYNAMIC HT  -         216.007 (meters)     708.68  (feet)  COMP
 LB0161  MODELED GRAV-     980,150.6   (mgal)                       NAVD 88
 LB0161
 LB0161  VERT ORDER  -  SECOND    CLASS 0
 LB0161
 LB0161.The horizontal coordinates were scaled from a topographic map and have
 LB0161.an estimated accuracy of +/- 6 seconds.
 LB0161
 LB0161.The orthometric height was determined by differential leveling
 LB0161.and adjusted by the National Geodetic Survey in June 1991..
 LB0161
 LB0161.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0161.See file dsdata.txt to determine how the superseded data were derived.
 LB0161
 LB0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL777242(NAD 83)
 LB0161_MARKER: DB = BENCH MARK DISK
 LB0161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0161_SP_SET: BUILDING
 LB0161_STAMPING: P 183 1946
 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 = OCTOBER  6, 2006
 MD1260 ***********************************************************************
 MD1260  DESIGNATION -  P 184
 MD1260  PID         -  MD1260
 MD1260  STATE/COUNTY-  IN/KOSCIUSKO
 MD1260  USGS QUAD   -  BURKET (1994)
 MD1260
 MD1260                         *CURRENT SURVEY CONTROL
 MD1260  ___________________________________________________________________
 MD1260* NAD 83(1986)-  41 14 52.     (N)    085 55 39.     (W)     SCALED    
 MD1260* NAVD 88     -       248.227  (meters)     814.39   (feet)  ADJUSTED  
 MD1260  ___________________________________________________________________
 MD1260  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MD1260  DYNAMIC HT  -         248.122 (meters)     814.05  (feet)  COMP
 MD1260  MODELED GRAV-     980,197.3   (mgal)                       NAVD 88
 MD1260
 MD1260  VERT ORDER  -  FIRST     CLASS I
 MD1260
 MD1260.The horizontal coordinates were scaled from a topographic map and have
 MD1260.an estimated accuracy of +/- 6 seconds.
 MD1260
 MD1260.The orthometric height was determined by differential leveling
 MD1260.and adjusted by the National Geodetic Survey in April 1995..
 MD1260.WARNING-Repeat measurements at this control monument indicate possible
 MD1260.vertical movement.
 MD1260
 MD1260.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1260
 MD1260  NAVD 88 (06/15/91)  248.221  (m)          814.37   (f) UNKNOWN     1 1
 MD1260  NGVD 29 (01/19/93)  248.352  (m)          814.80   (f) ADJUSTED    1 1
 MD1260
 MD1260.Superseded values are not recommended for survey control.
 MD1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1260.See file dsdata.txt to determine how the superseded data were derived.
 MD1260
 MD1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL898668(NAD 83)
 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             NGS
 MD1260  HISTORY     - 1969     GOOD             INHD
 MD1260  HISTORY     - 1983     GOOD             USE
 MD1260  HISTORY     - 1984     GOOD             USPSQD
 MD1260  HISTORY     - 19920909 GOOD             NGS
 MD1260
 MD1260                          STATION DESCRIPTION
 MD1260
 MD1260'DESCRIBED BY NATIONAL 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 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 = OCTOBER  6, 2006
 LA1320 ***********************************************************************
 LA1320  DESIGNATION -  P 185
 LA1320  PID         -  LA1320
 LA1320  STATE/COUNTY-  IN/GRANT
 LA1320  USGS QUAD   -  FAIRMOUNT (1994)
 LA1320
 LA1320                         *CURRENT SURVEY CONTROL
 LA1320  ___________________________________________________________________
 LA1320* NAD 83(1986)-  40 26 15.     (N)    085 38 18.     (W)     SCALED    
 LA1320* NAVD 88     -       263.415  (meters)     864.22   (feet)  ADJUSTED  
 LA1320  ___________________________________________________________________
 LA1320  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 LA1320  DYNAMIC HT  -         263.280 (meters)     863.78  (feet)  COMP
 LA1320  MODELED GRAV-     980,105.8   (mgal)                       NAVD 88
 LA1320
 LA1320  VERT ORDER  -  FIRST     CLASS II
 LA1320
 LA1320.The horizontal coordinates were scaled from a topographic map and have
 LA1320.an estimated accuracy of +/- 6 seconds.
 LA1320
 LA1320.The orthometric height was determined by differential leveling
 LA1320.and adjusted by the National Geodetic Survey in June 1991..
 LA1320
 LA1320.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1320.See file dsdata.txt to determine how the superseded data were derived.
 LA1320
 LA1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK154772(NAD 83)
 LA1320_MARKER: DB = BENCH MARK DISK
 LA1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1320_STAMPING: P 185 1946
 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 = OCTOBER  6, 2006
 MD1099 ***********************************************************************
 MD1099  DESIGNATION -  P 186
 MD1099  PID         -  MD1099
 MD1099  STATE/COUNTY-  IN/KOSCIUSKO
 MD1099  USGS QUAD   -  SOUTH WHITLEY WEST (1994)
 MD1099
 MD1099                         *CURRENT SURVEY CONTROL
 MD1099  ___________________________________________________________________
 MD1099* NAD 83(1986)-  41 06 12.     (N)    085 41 34.     (W)     SCALED    
 MD1099* NAVD 88     -       255.887  (meters)     839.52   (feet)  ADJUSTED  
 MD1099  ___________________________________________________________________
 MD1099  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MD1099  DYNAMIC HT  -         255.775 (meters)     839.16  (feet)  COMP
 MD1099  MODELED GRAV-     980,181.1   (mgal)                       NAVD 88
 MD1099
 MD1099  VERT ORDER  -  SECOND    CLASS 0
 MD1099
 MD1099.The horizontal coordinates were scaled from a topographic map and have
 MD1099.an estimated accuracy of +/- 6 seconds.
 MD1099
 MD1099.The orthometric height was determined by differential leveling
 MD1099.and adjusted by the National Geodetic Survey in June 1991..
 MD1099
 MD1099.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1099.See file dsdata.txt to determine how the superseded data were derived.
 MD1099
 MD1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL097510(NAD 83)
 MD1099_MARKER: DB = BENCH MARK DISK
 MD1099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1099_SP_SET: BRIDGE
 MD1099_STAMPING: P 186 1946
 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 = OCTOBER  6, 2006
 LA0896 ***********************************************************************
 LA0896  DESIGNATION -  P 188
 LA0896  PID         -  LA0896
 LA0896  STATE/COUNTY-  IN/HUNTINGTON
 LA0896  USGS QUAD   -  ZANESVILLE (1972)
 LA0896
 LA0896                         *CURRENT SURVEY CONTROL
 LA0896  ___________________________________________________________________
 LA0896* NAD 83(1986)-  40 54 12.     (N)    085 21 19.     (W)     SCALED    
 LA0896* NAVD 88     -       240.254  (meters)     788.23   (feet)  ADJUSTED  
 LA0896  ___________________________________________________________________
 LA0896  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 LA0896  DYNAMIC HT  -         240.144 (meters)     787.87  (feet)  COMP
 LA0896  MODELED GRAV-     980,161.0   (mgal)                       NAVD 88
 LA0896
 LA0896  VERT ORDER  -  SECOND    CLASS 0
 LA0896
 LA0896.The horizontal coordinates were scaled from a topographic map and have
 LA0896.an estimated accuracy of +/- 6 seconds.
 LA0896
 LA0896.The orthometric height was determined by differential leveling
 LA0896.and adjusted by the National Geodetic Survey in June 1991..
 LA0896
 LA0896.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0896.See file dsdata.txt to determine how the superseded data were derived.
 LA0896
 LA0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL385293(NAD 83)
 LA0896_MARKER: DB = BENCH MARK DISK
 LA0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0896_STAMPING: P 188 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0885 ***********************************************************************
 LA0885  DESIGNATION -  P 189
 LA0885  PID         -  LA0885
 LA0885  STATE/COUNTY-  IN/ALLEN
 LA0885  USGS QUAD   -  OSSIAN (1981)
 LA0885
 LA0885                         *CURRENT SURVEY CONTROL
 LA0885  ___________________________________________________________________
 LA0885* NAD 83(1986)-  40 58 29.     (N)    085 14 35.     (W)     SCALED    
 LA0885* NAVD 88     -       247.153  (meters)     810.87   (feet)  ADJUSTED  
 LA0885  ___________________________________________________________________
 LA0885  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 LA0885  DYNAMIC HT  -         247.047 (meters)     810.52  (feet)  COMP
 LA0885  MODELED GRAV-     980,188.3   (mgal)                       NAVD 88
 LA0885
 LA0885  VERT ORDER  -  SECOND    CLASS 0
 LA0885
 LA0885.The horizontal coordinates were scaled from a topographic map and have
 LA0885.an estimated accuracy of +/- 6 seconds.
 LA0885
 LA0885.The orthometric height was determined by differential leveling
 LA0885.and adjusted by the National Geodetic Survey in June 1991..
 LA0885
 LA0885.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0885.See file dsdata.txt to determine how the superseded data were derived.
 LA0885
 LA0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL478374(NAD 83)
 LA0885_MARKER: DB = BENCH MARK DISK
 LA0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0885_STAMPING: P 189 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1951
 LA0885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2096 ***********************************************************************
 ME2096  DESIGNATION -  P 19 RESET 1977
 ME2096  PID         -  ME2096
 ME2096  STATE/COUNTY-  IN/LA PORTE
 ME2096  USGS QUAD   -  LA PORTE EAST (1991)
 ME2096
 ME2096                         *CURRENT SURVEY CONTROL
 ME2096  ___________________________________________________________________
 ME2096* NAD 83(1986)-  41 37 16.     (N)    086 42 24.     (W)     SCALED    
 ME2096* NAVD 88     -       248.73   (+/-2cm)     816.0    (feet)  VERTCON   
 ME2096  ___________________________________________________________________
 ME2096  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME2096
 ME2096  VERT ORDER  -  THIRD (See Below)
 ME2096
 ME2096.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2096
 ME2096.The geoid height was determined by GEOID03.
 ME2096
 ME2096;                    North         East    Units  Estimated Accuracy
 ME2096;SPC IN W     -   707,610.      931,390.      MT  (+/- 180 meters Scaled)
 ME2096
 ME2096                          SUPERSEDED SURVEY CONTROL
 ME2096
 ME2096  NGVD 29 (04/16/04)  248.83   (m)          816.4    (f) RESET       3  
 ME2096
 ME2096.Superseded values are not recommended for survey control.
 ME2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2096.See file dsdata.txt to determine how the superseded data were derived.
 ME2096
 ME2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM244077(NAD 83)
 ME2096_MARKER: DB = BENCH MARK DISK
 ME2096_SETTING: 0 = UNSPECIFIED SETTING
 ME2096_STAMPING: P 19 RESET 1977
 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 = OCTOBER  6, 2006
 LA1649 ***********************************************************************
 LA1649  DESIGNATION -  P 190
 LA1649  PID         -  LA1649
 LA1649  STATE/COUNTY-  IN/WABASH
 LA1649  USGS QUAD   -  NORTH MANCHESTER SOUTH (1994)
 LA1649
 LA1649                         *CURRENT SURVEY CONTROL
 LA1649  ___________________________________________________________________
 LA1649* NAD 83(1986)-  40 55 38.     (N)    085 47 26.     (W)     SCALED    
 LA1649* NAVD 88     -       238.560  (meters)     782.68   (feet)  ADJUSTED  
 LA1649  ___________________________________________________________________
 LA1649  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 LA1649  DYNAMIC HT  -         238.450 (meters)     782.31  (feet)  COMP
 LA1649  MODELED GRAV-     980,156.4   (mgal)                       NAVD 88
 LA1649
 LA1649  VERT ORDER  -  FIRST     CLASS II
 LA1649
 LA1649.The horizontal coordinates were scaled from a topographic map and have
 LA1649.an estimated accuracy of +/- 6 seconds.
 LA1649
 LA1649.The orthometric height was determined by differential leveling
 LA1649.and adjusted by the National Geodetic Survey in June 1991..
 LA1649
 LA1649.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1649.See file dsdata.txt to determine how the superseded data were derived.
 LA1649
 LA1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL018313(NAD 83)
 LA1649_MARKER: DB = BENCH MARK DISK
 LA1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1649_STAMPING: P 190 1946
 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 = OCTOBER  6, 2006
 LA1881 ***********************************************************************
 LA1881  DESIGNATION -  P 191
 LA1881  PID         -  LA1881
 LA1881  STATE/COUNTY-  IN/MIAMI
 LA1881  USGS QUAD   -  AMBOY (1994)
 LA1881
 LA1881                         *CURRENT SURVEY CONTROL
 LA1881  ___________________________________________________________________
 LA1881* NAD 83(1986)-  40 34 40.     (N)    085 53 49.     (W)     SCALED    
 LA1881* NAVD 88     -       252.848  (meters)     829.55   (feet)  ADJUSTED  
 LA1881  ___________________________________________________________________
 LA1881  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LA1881  DYNAMIC HT  -         252.720 (meters)     829.13  (feet)  COMP
 LA1881  MODELED GRAV-     980,112.7   (mgal)                       NAVD 88
 LA1881
 LA1881  VERT ORDER  -  SECOND    CLASS 0
 LA1881
 LA1881.The horizontal coordinates were scaled from a topographic map and have
 LA1881.an estimated accuracy of +/- 6 seconds.
 LA1881
 LA1881.The orthometric height was determined by differential leveling
 LA1881.and adjusted by the National Geodetic Survey in June 1991..
 LA1881
 LA1881.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1881.See file dsdata.txt to determine how the superseded data were derived.
 LA1881
 LA1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK933924(NAD 83)
 LA1881_MARKER: DB = BENCH MARK DISK
 LA1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1881_STAMPING: P 191 1946
 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 = OCTOBER  6, 2006
 LA1768 ***********************************************************************
 LA1768  DESIGNATION -  P 192
 LA1768  PID         -  LA1768
 LA1768  STATE/COUNTY-  IN/GRANT
 LA1768  USGS QUAD   -  VAN BUREN (1992)
 LA1768
 LA1768                         *CURRENT SURVEY CONTROL
 LA1768  ___________________________________________________________________
 LA1768* NAD 83(1986)-  40 36 36.     (N)    085 30 17.     (W)     SCALED    
 LA1768* NAVD 88     -       256.345  (meters)     841.03   (feet)  ADJUSTED  
 LA1768  ___________________________________________________________________
 LA1768  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 LA1768  DYNAMIC HT  -         256.216 (meters)     840.60  (feet)  COMP
 LA1768  MODELED GRAV-     980,114.3   (mgal)                       NAVD 88
 LA1768
 LA1768  VERT ORDER  -  SECOND    CLASS 0
 LA1768
 LA1768.The horizontal coordinates were scaled from a topographic map and have
 LA1768.an estimated accuracy of +/- 6 seconds.
 LA1768
 LA1768.The orthometric height was determined by differential leveling
 LA1768.and adjusted by the National Geodetic Survey in June 1991..
 LA1768
 LA1768.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1768.See file dsdata.txt to determine how the superseded data were derived.
 LA1768
 LA1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK264965(NAD 83)
 LA1768_MARKER: DB = BENCH MARK DISK
 LA1768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1768_STAMPING: P 192 1946
 LA1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1768+STABILITY: SURFACE MOTION
 LA1768
 LA1768  HISTORY     - Date     Condition        Report By
 LA1768  HISTORY     - 1946     MONUMENTED       CGS
 LA1768  HISTORY     - 1965     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1965
 LA1768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1294 ***********************************************************************
 LA1294  DESIGNATION -  P 193
 LA1294  PID         -  LA1294
 LA1294  STATE/COUNTY-  IN/MADISON
 LA1294  USGS QUAD   -  ANDERSON NORTH (1994)
 LA1294
 LA1294                         *CURRENT SURVEY CONTROL
 LA1294  ___________________________________________________________________
 LA1294* NAD 83(1986)-  40 10 43.     (N)    085 40 52.     (W)     SCALED    
 LA1294* NAVD 88     -       271.592  (meters)     891.05   (feet)  ADJUSTED  
 LA1294  ___________________________________________________________________
 LA1294  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 LA1294  DYNAMIC HT  -         271.447 (meters)     890.57  (feet)  COMP
 LA1294  MODELED GRAV-     980,085.2   (mgal)                       NAVD 88
 LA1294
 LA1294  VERT ORDER  -  FIRST     CLASS II
 LA1294
 LA1294.The horizontal coordinates were scaled from a topographic map and have
 LA1294.an estimated accuracy of +/- 6 seconds.
 LA1294
 LA1294.The orthometric height was determined by differential leveling
 LA1294.and adjusted by the National Geodetic Survey in June 1991..
 LA1294
 LA1294.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1294.See file dsdata.txt to determine how the superseded data were derived.
 LA1294
 LA1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK122484(NAD 83)
 LA1294_MARKER: DB = BENCH MARK DISK
 LA1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1294_STAMPING: P 193 1946
 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 = OCTOBER  6, 2006
 LA1338 ***********************************************************************
 LA1338  DESIGNATION -  P 194 RESET 1965
 LA1338  PID         -  LA1338
 LA1338  STATE/COUNTY-  IN/HAMILTON
 LA1338  USGS QUAD   -  FRANKTON (1994)
 LA1338
 LA1338                         *CURRENT SURVEY CONTROL
 LA1338  ___________________________________________________________________
 LA1338* NAD 83(1986)-  40 09 21.     (N)    085 51 46.     (W)     SCALED    
 LA1338* NAVD 88     -       247.44   (meters)     811.8    (feet)  RESET     
 LA1338  ___________________________________________________________________
 LA1338  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 LA1338
 LA1338  VERT ORDER  -  THIRD
 LA1338
 LA1338.The horizontal coordinates were scaled from a topographic map and have
 LA1338.an estimated accuracy of +/- 6 seconds.
 LA1338
 LA1338.The orthometric height was computed from unverified reset data.
 LA1338
 LA1338.The geoid height was determined by GEOID03.
 LA1338
 LA1338;                    North         East    Units  Estimated Accuracy
 LA1338;SPC IN E     -   544,840.       83,290.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1338.See file dsdata.txt to determine how the superseded data were derived.
 LA1338
 LA1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK968456(NAD 83)
 LA1338_MARKER: DB = BENCH MARK DISK
 LA1338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1338_SP_SET: WINGWALL
 LA1338_STAMPING: P 194 RESET 1965
 LA1338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1338
 LA1338  HISTORY     - Date     Condition        Report By
 LA1338  HISTORY     - 1965     MONUMENTED       INHD
 LA1338  HISTORY     - 1966     GOOD             NGS
 LA1338
 LA1338                          STATION DESCRIPTION
 LA1338
 LA1338'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1371 ***********************************************************************
 LA1371  DESIGNATION -  P 195
 LA1371  PID         -  LA1371
 LA1371  STATE/COUNTY-  IN/GRANT
 LA1371  USGS QUAD   -  POINT ISABEL (1994)
 LA1371
 LA1371                         *CURRENT SURVEY CONTROL
 LA1371  ___________________________________________________________________
 LA1371* NAD 83(1986)-  40 26 21.     (N)    085 49 27.     (W)     SCALED    
 LA1371* NAVD 88     -       264.517  (meters)     867.84   (feet)  ADJUSTED  
 LA1371  ___________________________________________________________________
 LA1371  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LA1371  DYNAMIC HT  -         264.380 (meters)     867.39  (feet)  COMP
 LA1371  MODELED GRAV-     980,101.0   (mgal)                       NAVD 88
 LA1371
 LA1371  VERT ORDER  -  SECOND    CLASS 0
 LA1371
 LA1371.The horizontal coordinates were scaled from a topographic map and have
 LA1371.an estimated accuracy of +/- 6 seconds.
 LA1371
 LA1371.The orthometric height was determined by differential leveling
 LA1371.and adjusted by the National Geodetic Survey in June 1991..
 LA1371
 LA1371.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1371.See file dsdata.txt to determine how the superseded data were derived.
 LA1371
 LA1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK997771(NAD 83)
 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_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 = OCTOBER  6, 2006
 MD0804 ***********************************************************************
 MD0804  DESIGNATION -  P 196
 MD0804  PID         -  MD0804
 MD0804  STATE/COUNTY-  IN/ALLEN
 MD0804  USGS QUAD   -  ARCOLA (1981)
 MD0804
 MD0804                         *CURRENT SURVEY CONTROL
 MD0804  ___________________________________________________________________
 MD0804* NAD 83(1986)-  41 07 05.     (N)    085 20 14.     (W)     SCALED    
 MD0804* NAVD 88     -       260.198  (meters)     853.67   (feet)  ADJUSTED  
 MD0804  ___________________________________________________________________
 MD0804  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 MD0804  DYNAMIC HT  -         260.098 (meters)     853.34  (feet)  COMP
 MD0804  MODELED GRAV-     980,231.3   (mgal)                       NAVD 88
 MD0804
 MD0804  VERT ORDER  -  FIRST     CLASS II
 MD0804
 MD0804.The horizontal coordinates were scaled from a topographic map and have
 MD0804.an estimated accuracy of +/- 6 seconds.
 MD0804
 MD0804.The orthometric height was determined by differential leveling
 MD0804.and adjusted by the National Geodetic Survey in April 1995..
 MD0804
 MD0804.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD0804
 MD0804  NAVD 88 (06/15/91)  260.161  (m)          853.54   (f) UNKNOWN     1 2
 MD0804  NGVD 29 (01/19/93)  260.353  (m)          854.17   (f) ADJUSTED    1 2
 MD0804
 MD0804.Superseded values are not recommended for survey control.
 MD0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0804.See file dsdata.txt to determine how the superseded data were derived.
 MD0804
 MD0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL395531(NAD 83)
 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             NGS
 MD0804  HISTORY     - 19921009 GOOD             NGS
 MD0804
 MD0804                          STATION DESCRIPTION
 MD0804
 MD0804'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0949 ***********************************************************************
 MD0949  DESIGNATION -  P 197
 MD0949  PID         -  MD0949
 MD0949  STATE/COUNTY-  IN/WHITLEY
 MD0949  USGS QUAD   -  CHURUBUSCO (1965)
 MD0949
 MD0949                         *CURRENT SURVEY CONTROL
 MD0949  ___________________________________________________________________
 MD0949* NAD 83(1986)-  41 13 52.     (N)    085 19 08.     (W)     SCALED    
 MD0949* NAVD 88     -       272.464  (meters)     893.91   (feet)  ADJUSTED  
 MD0949  ___________________________________________________________________
 MD0949  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MD0949  DYNAMIC HT  -         272.362 (meters)     893.57  (feet)  COMP
 MD0949  MODELED GRAV-     980,240.2   (mgal)                       NAVD 88
 MD0949
 MD0949  VERT ORDER  -  SECOND    CLASS 0
 MD0949
 MD0949.The horizontal coordinates were scaled from a topographic map and have
 MD0949.an estimated accuracy of +/- 6 seconds.
 MD0949
 MD0949.The orthometric height was determined by differential leveling
 MD0949.and adjusted by the National Geodetic Survey in June 1991..
 MD0949
 MD0949.The geoid height was determined by GEOID03.
 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     -   664,280.      129,160.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0949.See file dsdata.txt to determine how the superseded data were derived.
 MD0949
 MD0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL408657(NAD 83)
 MD0949_MARKER: DB = BENCH MARK DISK
 MD0949_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0949_SP_SET: BUILDING
 MD0949_STAMPING: P 197 1946
 MD0949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0949
 MD0949  HISTORY     - Date     Condition        Report By
 MD0949  HISTORY     - 1946     MONUMENTED       CGS
 MD0949  HISTORY     - 1961     GOOD             NGS
 MD0949  HISTORY     - 1968     GOOD             NGS
 MD0949
 MD0949                          STATION DESCRIPTION
 MD0949
 MD0949'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1968
 MD0949'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0546 ***********************************************************************
 MD0546  DESIGNATION -  P 198
 MD0546  PID         -  MD0546
 MD0546  STATE/COUNTY-  IN/DE KALB
 MD0546  USGS QUAD   -  SAINT JOE (1994)
 MD0546
 MD0546                         *CURRENT SURVEY CONTROL
 MD0546  ___________________________________________________________________
 MD0546* NAD 83(1986)-  41 19 08.     (N)    084 54 22.     (W)     SCALED    
 MD0546* NAVD 88     -       245.942  (meters)     806.89   (feet)  ADJUSTED  
 MD0546  ___________________________________________________________________
 MD0546  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 MD0546  DYNAMIC HT  -         245.844 (meters)     806.57  (feet)  COMP
 MD0546  MODELED GRAV-     980,219.1   (mgal)                       NAVD 88
 MD0546
 MD0546  VERT ORDER  -  SECOND    CLASS 0
 MD0546
 MD0546.The horizontal coordinates were scaled from a topographic map and have
 MD0546.an estimated accuracy of +/- 6 seconds.
 MD0546
 MD0546.The orthometric height was determined by differential leveling
 MD0546.and adjusted by the National Geodetic Survey in June 1991..
 MD0546
 MD0546.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0546.See file dsdata.txt to determine how the superseded data were derived.
 MD0546
 MD0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL752762(NAD 83)
 MD0546_MARKER: DB = BENCH MARK DISK
 MD0546_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0546_SP_SET: BRIDGE
 MD0546_STAMPING: P-198-1946
 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 = OCTOBER  6, 2006
 MD0452 ***********************************************************************
 MD0452  DESIGNATION -  P 199
 MD0452  PID         -  MD0452
 MD0452  STATE/COUNTY-  IN/DE KALB
 MD0452  USGS QUAD   -  HICKSVILLE (1979)
 MD0452
 MD0452                         *CURRENT SURVEY CONTROL
 MD0452  ___________________________________________________________________
 MD0452* NAD 83(1986)-  41 20 37.     (N)    084 50 11.     (W)     SCALED    
 MD0452* NAVD 88     -       248.285  (meters)     814.58   (feet)  ADJUSTED  
 MD0452  ___________________________________________________________________
 MD0452  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 MD0452  DYNAMIC HT  -         248.187 (meters)     814.26  (feet)  COMP
 MD0452  MODELED GRAV-     980,221.8   (mgal)                       NAVD 88
 MD0452
 MD0452  VERT ORDER  -  SECOND    CLASS 0
 MD0452
 MD0452.The horizontal coordinates were scaled from a topographic map and have
 MD0452.an estimated accuracy of +/- 6 seconds.
 MD0452
 MD0452.The orthometric height was determined by differential leveling
 MD0452.and adjusted by the National Geodetic Survey in June 1991..
 MD0452
 MD0452.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0452.See file dsdata.txt to determine how the superseded data were derived.
 MD0452
 MD0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL810791(NAD 83)
 MD0452_MARKER: DB = BENCH MARK DISK
 MD0452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0452_SP_SET: CULVERT
 MD0452_STAMPING: P 199 1946
 MD0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0452
 MD0452  HISTORY     - Date     Condition        Report By
 MD0452  HISTORY     - 1946     MONUMENTED       CGS
 MD0452  HISTORY     - 1962     GOOD             NGS
 MD0452
 MD0452                          STATION DESCRIPTION
 MD0452
 MD0452'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0470 ***********************************************************************
 JA0470  DESIGNATION -  P 2 USE
 JA0470  PID         -  JA0470
 JA0470  STATE/COUNTY-  IN/HARRISON
 JA0470  USGS QUAD   -  NEW AMSTERDAM (1978)
 JA0470
 JA0470                         *CURRENT SURVEY CONTROL
 JA0470  ___________________________________________________________________
 JA0470* NAD 83(1986)-  38 03 10.     (N)    086 15 17.     (W)     SCALED    
 JA0470* NAVD 88     -       128.115  (meters)     420.32   (feet)  ADJUSTED  
 JA0470  ___________________________________________________________________
 JA0470  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JA0470  DYNAMIC HT  -         128.025 (meters)     420.03  (feet)  COMP
 JA0470  MODELED GRAV-     979,921.4   (mgal)                       NAVD 88
 JA0470
 JA0470  VERT ORDER  -  FIRST     CLASS II
 JA0470
 JA0470.The horizontal coordinates were scaled from a topographic map and have
 JA0470.an estimated accuracy of +/- 6 seconds.
 JA0470
 JA0470.The orthometric height was determined by differential leveling
 JA0470.and adjusted by the National Geodetic Survey in June 1991..
 JA0470
 JA0470.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0470.See file dsdata.txt to determine how the superseded data were derived.
 JA0470
 JA0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH653119(NAD 83)
 JA0470_MARKER: DD = SURVEY DISK
 JA0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0470_STAMPING: BM - P - 2 1962
 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       DOD
 JA0470  HISTORY     - 1965     GOOD             NGS
 JA0470
 JA0470                          STATION DESCRIPTION
 JA0470
 JA0470'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0526 ***********************************************************************
 MD0526  DESIGNATION -  P 200
 MD0526  PID         -  MD0526
 MD0526  STATE/COUNTY-  IN/ALLEN
 MD0526  USGS QUAD   -  WOODBURN SOUTH (1992)
 MD0526
 MD0526                         *CURRENT SURVEY CONTROL
 MD0526  ___________________________________________________________________
 MD0526* NAD 83(1986)-  41 06 37.     (N)    084 52 00.     (W)     SCALED    
 MD0526* NAVD 88     -       229.437  (meters)     752.74   (feet)  ADJUSTED  
 MD0526  ___________________________________________________________________
 MD0526  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 MD0526  DYNAMIC HT  -         229.344 (meters)     752.44  (feet)  COMP
 MD0526  MODELED GRAV-     980,213.6   (mgal)                       NAVD 88
 MD0526
 MD0526  VERT ORDER  -  SECOND    CLASS 0
 MD0526
 MD0526.The horizontal coordinates were scaled from a topographic map and have
 MD0526.an estimated accuracy of +/- 6 seconds.
 MD0526
 MD0526.The orthometric height was determined by differential leveling
 MD0526.and adjusted by the National Geodetic Survey in June 1991..
 MD0526
 MD0526.The geoid height was determined by GEOID03.
 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     -   651,110.      167,190.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0526.See file dsdata.txt to determine how the superseded data were derived.
 MD0526
 MD0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL791531(NAD 83)
 MD0526_MARKER: DB = BENCH MARK DISK
 MD0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0526_STAMPING: P 200 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0768 ***********************************************************************
 MD0768  DESIGNATION -  P 201
 MD0768  PID         -  MD0768
 MD0768  STATE/COUNTY-  IN/ALLEN
 MD0768  USGS QUAD   -  FORT WAYNE EAST (1981)
 MD0768
 MD0768                         *CURRENT SURVEY CONTROL
 MD0768  ___________________________________________________________________
 MD0768* NAD 83(1986)-  41 04 58.     (N)    085 01 11.     (W)     SCALED    
 MD0768* NAVD 88     -       228.804  (meters)     750.67   (feet)  ADJUSTED  
 MD0768  ___________________________________________________________________
 MD0768  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 MD0768  DYNAMIC HT  -         228.712 (meters)     750.37  (feet)  COMP
 MD0768  MODELED GRAV-     980,214.2   (mgal)                       NAVD 88
 MD0768
 MD0768  VERT ORDER  -  SECOND    CLASS 0
 MD0768
 MD0768.The horizontal coordinates were scaled from a topographic map and have
 MD0768.an estimated accuracy of +/- 6 seconds.
 MD0768
 MD0768.The orthometric height was determined by differential leveling
 MD0768.and adjusted by the National Geodetic Survey in June 1991..
 MD0768
 MD0768.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0768.See file dsdata.txt to determine how the superseded data were derived.
 MD0768
 MD0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL663498(NAD 83)
 MD0768_MARKER: DB = BENCH MARK DISK
 MD0768_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0768_SP_SET: ABUTMENT
 MD0768_STAMPING: P 201 1946
 MD0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0768
 MD0768  HISTORY     - Date     Condition        Report By
 MD0768  HISTORY     - 1946     MONUMENTED       CGS
 MD0768  HISTORY     - 1961     GOOD             NGS
 MD0768
 MD0768                          STATION DESCRIPTION
 MD0768
 MD0768'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1760 ***********************************************************************
 LA1760  DESIGNATION -  P 202
 LA1760  PID         -  LA1760
 LA1760  STATE/COUNTY-  IN/HUNTINGTON
 LA1760  USGS QUAD   -  MOUNT ETNA (1994)
 LA1760
 LA1760                         *CURRENT SURVEY CONTROL
 LA1760  ___________________________________________________________________
 LA1760* NAD 83(1986)-  40 43 32.     (N)    085 30 26.     (W)     SCALED    
 LA1760* NAVD 88     -       243.724  (meters)     799.62   (feet)  ADJUSTED  
 LA1760  ___________________________________________________________________
 LA1760  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 LA1760  DYNAMIC HT  -         243.605 (meters)     799.23  (feet)  COMP
 LA1760  MODELED GRAV-     980,128.9   (mgal)                       NAVD 88
 LA1760
 LA1760  VERT ORDER  -  SECOND    CLASS 0
 LA1760
 LA1760.The horizontal coordinates were scaled from a topographic map and have
 LA1760.an estimated accuracy of +/- 6 seconds.
 LA1760
 LA1760.The orthometric height was determined by differential leveling
 LA1760.and adjusted by the National Geodetic Survey in June 1991..
 LA1760
 LA1760.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1760.See file dsdata.txt to determine how the superseded data were derived.
 LA1760
 LA1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL260093(NAD 83)
 LA1760_MARKER: DB = BENCH MARK DISK
 LA1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1760_STAMPING: P 202 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1962
 LA1760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1742 ***********************************************************************
 LA1742  DESIGNATION -  P 203
 LA1742  PID         -  LA1742
 LA1742  STATE/COUNTY-  IN/HUNTINGTON
 LA1742  USGS QUAD   -  ANDREWS (1994)
 LA1742
 LA1742                         *CURRENT SURVEY CONTROL
 LA1742  ___________________________________________________________________
 LA1742* NAD 83(1986)-  40 47 56.     (N)    085 36 07.     (W)     SCALED    
 LA1742* NAVD 88     -       248.312  (meters)     814.67   (feet)  ADJUSTED  
 LA1742  ___________________________________________________________________
 LA1742  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 LA1742  DYNAMIC HT  -         248.192 (meters)     814.28  (feet)  COMP
 LA1742  MODELED GRAV-     980,138.5   (mgal)                       NAVD 88
 LA1742
 LA1742  VERT ORDER  -  SECOND    CLASS 0
 LA1742
 LA1742.The horizontal coordinates were scaled from a topographic map and have
 LA1742.an estimated accuracy of +/- 6 seconds.
 LA1742
 LA1742.The orthometric height was determined by differential leveling
 LA1742.and adjusted by the National Geodetic Survey in June 1991..
 LA1742
 LA1742.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1742.See file dsdata.txt to determine how the superseded data were derived.
 LA1742
 LA1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL179173(NAD 83)
 LA1742_MARKER: DB = BENCH MARK DISK
 LA1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1742_STAMPING: P 203 1946
 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 = OCTOBER  6, 2006
 LA1469 ***********************************************************************
 LA1469  DESIGNATION -  P 205
 LA1469  PID         -  LA1469
 LA1469  STATE/COUNTY-  IN/HAMILTON
 LA1469  USGS QUAD   -  OMEGA (1994)
 LA1469
 LA1469                         *CURRENT SURVEY CONTROL
 LA1469  ___________________________________________________________________
 LA1469* NAD 83(1986)-  40 07 43.     (N)    085 58 35.     (W)     SCALED    
 LA1469* NAVD 88     -       247.744  (meters)     812.81   (feet)  ADJUSTED  
 LA1469  ___________________________________________________________________
 LA1469  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 LA1469  DYNAMIC HT  -         247.611 (meters)     812.37  (feet)  COMP
 LA1469  MODELED GRAV-     980,083.9   (mgal)                       NAVD 88
 LA1469
 LA1469  VERT ORDER  -  SECOND    CLASS 0
 LA1469
 LA1469.The horizontal coordinates were scaled from a topographic map and have
 LA1469.an estimated accuracy of +/- 6 seconds.
 LA1469
 LA1469.The orthometric height was determined by differential leveling
 LA1469.and adjusted by the National Geodetic Survey in June 1991..
 LA1469
 LA1469.The geoid height was determined by GEOID03.
 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     -   541,840.       73,600.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1469.See file dsdata.txt to determine how the superseded data were derived.
 LA1469
 LA1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK872425(NAD 83)
 LA1469_MARKER: DB = BENCH MARK DISK
 LA1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1469_STAMPING: P 205 1946
 LA1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1469+STABILITY: SURFACE MOTION
 LA1469
 LA1469  HISTORY     - Date     Condition        Report By
 LA1469  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1455 ***********************************************************************
 LA1455  DESIGNATION -  P 206
 LA1455  PID         -  LA1455
 LA1455  STATE/COUNTY-  IN/MADISON
 LA1455  USGS QUAD   -  ELWOOD (1994)
 LA1455
 LA1455                         *CURRENT SURVEY CONTROL
 LA1455  ___________________________________________________________________
 LA1455* NAD 83(1986)-  40 16 37.     (N)    085 49 35.     (W)     SCALED    
 LA1455* NAVD 88     -       264.799  (meters)     868.76   (feet)  ADJUSTED  
 LA1455  ___________________________________________________________________
 LA1455  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 LA1455  DYNAMIC HT  -         264.659 (meters)     868.30  (feet)  COMP
 LA1455  MODELED GRAV-     980,089.6   (mgal)                       NAVD 88
 LA1455
 LA1455  VERT ORDER  -  SECOND    CLASS 0
 LA1455
 LA1455.The horizontal coordinates were scaled from a topographic map and have
 LA1455.an estimated accuracy of +/- 6 seconds.
 LA1455
 LA1455.The orthometric height was determined by differential leveling
 LA1455.and adjusted by the National Geodetic Survey in June 1991..
 LA1455
 LA1455.The geoid height was determined by GEOID03.
 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     -   558,280.       86,420.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1455.See file dsdata.txt to determine how the superseded data were derived.
 LA1455
 LA1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK997591(NAD 83)
 LA1455_MARKER: DB = BENCH MARK DISK
 LA1455_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1455_SP_SET: FOUNDATION
 LA1455_STAMPING: P 206 1946
 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 = OCTOBER  6, 2006
 LB0528 ***********************************************************************
 LB0528  DESIGNATION -  P 207
 LB0528  PID         -  LB0528
 LB0528  STATE/COUNTY-  IN/CLINTON
 LB0528  USGS QUAD   -  HILLISBURG (1977)
 LB0528
 LB0528                         *CURRENT SURVEY CONTROL
 LB0528  ___________________________________________________________________
 LB0528* NAD 83(1986)-  40 16 24.     (N)    086 16 34.     (W)     SCALED    
 LB0528* NAVD 88     -       282.750  (meters)     927.66   (feet)  ADJUSTED  
 LB0528  ___________________________________________________________________
 LB0528  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 LB0528  DYNAMIC HT  -         282.596 (meters)     927.15  (feet)  COMP
 LB0528  MODELED GRAV-     980,074.0   (mgal)                       NAVD 88
 LB0528
 LB0528  VERT ORDER  -  SECOND    CLASS 0
 LB0528
 LB0528.The horizontal coordinates were scaled from a topographic map and have
 LB0528.an estimated accuracy of +/- 6 seconds.
 LB0528
 LB0528.The orthometric height was determined by differential leveling
 LB0528.and adjusted by the National Geodetic Survey in June 1991..
 LB0528
 LB0528.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0528.See file dsdata.txt to determine how the superseded data were derived.
 LB0528
 LB0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK615583(NAD 83)
 LB0528_MARKER: DB = BENCH MARK DISK
 LB0528_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0528_SP_SET: CULVERT HEADWALL
 LB0528_STAMPING: P 207 1946
 LB0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0473 ***********************************************************************
 LB0473  DESIGNATION -  P 208
 LB0473  PID         -  LB0473
 LB0473  STATE/COUNTY-  IN/TIPTON
 LB0473  USGS QUAD   -  TIPTON (1980)
 LB0473
 LB0473                         *CURRENT SURVEY CONTROL
 LB0473  ___________________________________________________________________
 LB0473* NAD 83(1986)-  40 21 44.     (N)    086 00 47.     (W)     SCALED    
 LB0473* NAVD 88     -       265.994  (meters)     872.68   (feet)  ADJUSTED  
 LB0473  ___________________________________________________________________
 LB0473  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LB0473  DYNAMIC HT  -         265.853 (meters)     872.22  (feet)  COMP
 LB0473  MODELED GRAV-     980,088.9   (mgal)                       NAVD 88
 LB0473
 LB0473  VERT ORDER  -  SECOND    CLASS 0
 LB0473
 LB0473.The horizontal coordinates were scaled from a topographic map and have
 LB0473.an estimated accuracy of +/- 6 seconds.
 LB0473
 LB0473.The orthometric height was determined by differential leveling
 LB0473.and adjusted by the National Geodetic Survey in June 1991..
 LB0473
 LB0473.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0473.See file dsdata.txt to determine how the superseded data were derived.
 LB0473
 LB0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK837684(NAD 83)
 LB0473_MARKER: DB = BENCH MARK DISK
 LB0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0473_STAMPING: P 208 1946
 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 = OCTOBER  6, 2006
 LA1472 ***********************************************************************
 LA1472  DESIGNATION -  P 209
 LA1472  PID         -  LA1472
 LA1472  STATE/COUNTY-  IN/HAMILTON
 LA1472  USGS QUAD   -  RIVERWOOD (1994)
 LA1472
 LA1472                         *CURRENT SURVEY CONTROL
 LA1472  ___________________________________________________________________
 LA1472* NAD 83(1986)-  40 07 18.     (N)    085 55 34.     (W)     SCALED    
 LA1472* NAVD 88     -       247.070  (meters)     810.60   (feet)  ADJUSTED  
 LA1472  ___________________________________________________________________
 LA1472  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 LA1472  DYNAMIC HT  -         246.937 (meters)     810.16  (feet)  COMP
 LA1472  MODELED GRAV-     980,082.6   (mgal)                       NAVD 88
 LA1472
 LA1472  VERT ORDER  -  SECOND    CLASS 0
 LA1472
 LA1472.The horizontal coordinates were scaled from a topographic map and have
 LA1472.an estimated accuracy of +/- 6 seconds.
 LA1472
 LA1472.The orthometric height was determined by differential leveling
 LA1472.and adjusted by the National Geodetic Survey in June 1991..
 LA1472
 LA1472.The geoid height was determined by GEOID03.
 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     -   541,060.       77,890.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1472.See file dsdata.txt to determine how the superseded data were derived.
 LA1472
 LA1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK915418(NAD 83)
 LA1472_MARKER: DB = BENCH MARK DISK
 LA1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1472_STAMPING: P 209 1946
 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 = OCTOBER  6, 2006
 MD0766 ***********************************************************************
 MD0766  DESIGNATION -  P 21
 MD0766  PID         -  MD0766
 MD0766  STATE/COUNTY-  IN/DE KALB
 MD0766  USGS QUAD   -  WATERLOO (1979)
 MD0766
 MD0766                         *CURRENT SURVEY CONTROL
 MD0766  ___________________________________________________________________
 MD0766* NAD 83(1986)-  41 25 54.     (N)    085 01 47.     (W)     SCALED    
 MD0766* NAVD 88     -       280.123  (meters)     919.04   (feet)  ADJUSTED  
 MD0766  ___________________________________________________________________
 MD0766  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 MD0766  DYNAMIC HT  -         280.013 (meters)     918.68  (feet)  COMP
 MD0766  MODELED GRAV-     980,223.1   (mgal)                       NAVD 88
 MD0766
 MD0766  VERT ORDER  -  SECOND    CLASS 0
 MD0766
 MD0766.The horizontal coordinates were scaled from a topographic map and have
 MD0766.an estimated accuracy of +/- 6 seconds.
 MD0766
 MD0766.The orthometric height was determined by differential leveling
 MD0766.and adjusted by the National Geodetic Survey in June 1991..
 MD0766
 MD0766.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0766.See file dsdata.txt to determine how the superseded data were derived.
 MD0766
 MD0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL646885(NAD 83)
 MD0766_MARKER: DB = BENCH MARK DISK
 MD0766_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0766_SP_SET: SEMAPHORE
 MD0766_STAMPING: P 21 1934
 MD0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0766
 MD0766  HISTORY     - Date     Condition        Report By
 MD0766  HISTORY     - 1934     MONUMENTED       CGS
 MD0766  HISTORY     - 1963     GOOD             NGS
 MD0766
 MD0766                          STATION DESCRIPTION
 MD0766
 MD0766'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0495 ***********************************************************************
 LB0495  DESIGNATION -  P 210
 LB0495  PID         -  LB0495
 LB0495  STATE/COUNTY-  IN/TIPTON
 LB0495  USGS QUAD   -  KEMPTON (1980)
 LB0495
 LB0495                         *CURRENT SURVEY CONTROL
 LB0495  ___________________________________________________________________
 LB0495* NAD 83(1986)-  40 17 18.     (N)    086 13 46.     (W)     SCALED    
 LB0495* NAVD 88     -       282.882  (meters)     928.09   (feet)  ADJUSTED  
 LB0495  ___________________________________________________________________
 LB0495  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 LB0495  DYNAMIC HT  -         282.727 (meters)     927.58  (feet)  COMP
 LB0495  MODELED GRAV-     980,073.5   (mgal)                       NAVD 88
 LB0495
 LB0495  VERT ORDER  -  SECOND    CLASS 0
 LB0495
 LB0495.The horizontal coordinates were scaled from a topographic map and have
 LB0495.an estimated accuracy of +/- 6 seconds.
 LB0495
 LB0495.The orthometric height was determined by differential leveling
 LB0495.and adjusted by the National Geodetic Survey in June 1991..
 LB0495
 LB0495.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0495.See file dsdata.txt to determine how the superseded data were derived.
 LB0495
 LB0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK654600(NAD 83)
 LB0495_MARKER: DB = BENCH MARK DISK
 LB0495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0495_SP_SET: BUILDING
 LB0495_STAMPING: P 210 1946
 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 = OCTOBER  6, 2006
 LB0354 ***********************************************************************
 LB0354  DESIGNATION -  P 211
 LB0354  PID         -  LB0354
 LB0354  STATE/COUNTY-  IN/TIPTON
 LB0354  USGS QUAD   -  KEMPTON (1980)
 LB0354
 LB0354                         *CURRENT SURVEY CONTROL
 LB0354  ___________________________________________________________________
 LB0354* NAD 83(1986)-  40 20 48.     (N)    086 07 38.     (W)     SCALED    
 LB0354* NAVD 88     -       273.212  (meters)     896.36   (feet)  ADJUSTED  
 LB0354  ___________________________________________________________________
 LB0354  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LB0354  DYNAMIC HT  -         273.065 (meters)     895.88  (feet)  COMP
 LB0354  MODELED GRAV-     980,082.2   (mgal)                       NAVD 88
 LB0354
 LB0354  VERT ORDER  -  SECOND    CLASS 0
 LB0354
 LB0354.The horizontal coordinates were scaled from a topographic map and have
 LB0354.an estimated accuracy of +/- 6 seconds.
 LB0354
 LB0354.The orthometric height was determined by differential leveling
 LB0354.and adjusted by the National Geodetic Survey in June 1991..
 LB0354
 LB0354.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0354.See file dsdata.txt to determine how the superseded data were derived.
 LB0354
 LB0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK741666(NAD 83)
 LB0354_MARKER: DB = BENCH MARK DISK
 LB0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0354_STAMPING: P 211 1946
 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 = OCTOBER  6, 2006
 LB0355 ***********************************************************************
 LB0355  DESIGNATION -  P 211 RESET 1960
 LB0355  PID         -  LB0355
 LB0355  STATE/COUNTY-  IN/TIPTON
 LB0355  USGS QUAD   -  KEMPTON (1980)
 LB0355
 LB0355                         *CURRENT SURVEY CONTROL
 LB0355  ___________________________________________________________________
 LB0355* NAD 83(1986)-  40 20 48.     (N)    086 07 38.     (W)     SCALED    
 LB0355* NAVD 88     -       273.21   (meters)     896.4    (feet)  RESET     
 LB0355  ___________________________________________________________________
 LB0355  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LB0355
 LB0355  VERT ORDER  -  THIRD
 LB0355
 LB0355.The horizontal coordinates were scaled from a topographic map and have
 LB0355.an estimated accuracy of +/- 6 seconds.
 LB0355
 LB0355.The orthometric height was computed from unverified reset data.
 LB0355
 LB0355.The geoid height was determined by GEOID03.
 LB0355
 LB0355;                    North         East    Units  Estimated Accuracy
 LB0355;SPC IN E     -   566,110.       60,870.      MT  (+/- 180 meters Scaled)
 LB0355
 LB0355                          SUPERSEDED SURVEY CONTROL
 LB0355
 LB0355.No superseded survey control is available for this station.
 LB0355
 LB0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK741666(NAD 83)
 LB0355_MARKER: DB = BENCH MARK DISK
 LB0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0355_STAMPING: P 211 RESET 1960
 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             NGS
 LB0355
 LB0355                          STATION DESCRIPTION
 LB0355
 LB0355'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1820 ***********************************************************************
 LA1820  DESIGNATION -  P 212
 LA1820  PID         -  LA1820
 LA1820  STATE/COUNTY-  IN/WABASH
 LA1820  USGS QUAD   -  SOMERSET (1994)
 LA1820
 LA1820                         *CURRENT SURVEY CONTROL
 LA1820  ___________________________________________________________________
 LA1820* NAD 83(1986)-  40 44 20.     (N)    085 45 08.     (W)     SCALED    
 LA1820* NAVD 88     -       257.657  (meters)     845.33   (feet)  ADJUSTED  
 LA1820  ___________________________________________________________________
 LA1820  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 LA1820  DYNAMIC HT  -         257.532 (meters)     844.92  (feet)  COMP
 LA1820  MODELED GRAV-     980,134.7   (mgal)                       NAVD 88
 LA1820
 LA1820  VERT ORDER  -  SECOND    CLASS 0
 LA1820
 LA1820.The horizontal coordinates were scaled from a topographic map and have
 LA1820.an estimated accuracy of +/- 6 seconds.
 LA1820
 LA1820.The orthometric height was determined by differential leveling
 LA1820.and adjusted by the National Geodetic Survey in June 1991..
 LA1820
 LA1820.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1820.See file dsdata.txt to determine how the superseded data were derived.
 LA1820
 LA1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL053105(NAD 83)
 LA1820_MARKER: DB = BENCH MARK DISK
 LA1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1820_STAMPING: P 212 1947
 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 = OCTOBER  6, 2006
 LA0983 ***********************************************************************
 LA0983  DESIGNATION -  P 213
 LA0983  PID         -  LA0983
 LA0983  STATE/COUNTY-  IN/WELLS
 LA0983  USGS QUAD   -  LIBERTY CENTER (1962)
 LA0983
 LA0983                         *CURRENT SURVEY CONTROL
 LA0983  ___________________________________________________________________
 LA0983* NAD 83(1986)-  40 44 31.     (N)    085 17 56.     (W)     SCALED    
 LA0983* NAVD 88     -       254.404  (meters)     834.66   (feet)  ADJUSTED  
 LA0983  ___________________________________________________________________
 LA0983  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 LA0983  DYNAMIC HT  -         254.281 (meters)     834.25  (feet)  COMP
 LA0983  MODELED GRAV-     980,134.1   (mgal)                       NAVD 88
 LA0983
 LA0983  VERT ORDER  -  SECOND    CLASS 0
 LA0983
 LA0983.The horizontal coordinates were scaled from a topographic map and have
 LA0983.an estimated accuracy of +/- 6 seconds.
 LA0983
 LA0983.The orthometric height was determined by differential leveling
 LA0983.and adjusted by the National Geodetic Survey in June 1991..
 LA0983
 LA0983.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0983.See file dsdata.txt to determine how the superseded data were derived.
 LA0983
 LA0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL436115(NAD 83)
 LA0983_MARKER: DB = BENCH MARK DISK
 LA0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0983_STAMPING: P 213 1947
 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             NGS
 LA0983
 LA0983                          STATION DESCRIPTION
 LA0983
 LA0983'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0915 ***********************************************************************
 LA0915  DESIGNATION -  P 214
 LA0915  PID         -  LA0915
 LA0915  STATE/COUNTY-  IN/WELLS
 LA0915  USGS QUAD   -  MONTPELIER (1962)
 LA0915
 LA0915                         *CURRENT SURVEY CONTROL
 LA0915  ___________________________________________________________________
 LA0915* NAD 83(1986)-  40 36 34.     (N)    085 22 18.     (W)     SCALED    
 LA0915* NAVD 88     -       254.003  (meters)     833.34   (feet)  ADJUSTED  
 LA0915  ___________________________________________________________________
 LA0915  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 LA0915  DYNAMIC HT  -         253.875 (meters)     832.92  (feet)  COMP
 LA0915  MODELED GRAV-     980,115.5   (mgal)                       NAVD 88
 LA0915
 LA0915  VERT ORDER  -  SECOND    CLASS 0
 LA0915
 LA0915.The horizontal coordinates were scaled from a topographic map and have
 LA0915.an estimated accuracy of +/- 6 seconds.
 LA0915
 LA0915.The orthometric height was determined by differential leveling
 LA0915.and adjusted by the National Geodetic Survey in June 1991..
 LA0915
 LA0915.The geoid height was determined by GEOID03.
 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     -   595,230.      124,970.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0915.See file dsdata.txt to determine how the superseded data were derived.
 LA0915
 LA0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK377966(NAD 83)
 LA0915_MARKER: DB = BENCH MARK DISK
 LA0915_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0915_SP_SET: CULVERT
 LA0915_STAMPING: P 214 1947
 LA0915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA0952 ***********************************************************************
 LA0952  DESIGNATION -  P 216
 LA0952  PID         -  LA0952
 LA0952  STATE/COUNTY-  IN/WELLS
 LA0952  USGS QUAD   -  BLUFFTON (1988)
 LA0952
 LA0952                         *CURRENT SURVEY CONTROL
 LA0952  ___________________________________________________________________
 LA0952* NAD 83(1986)-  40 39 17.     (N)    085 12 10.     (W)     SCALED    
 LA0952* NAVD 88     -       260.215  (meters)     853.72   (feet)  ADJUSTED  
 LA0952  ___________________________________________________________________
 LA0952  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 LA0952  DYNAMIC HT  -         260.087 (meters)     853.30  (feet)  COMP
 LA0952  MODELED GRAV-     980,128.1   (mgal)                       NAVD 88
 LA0952
 LA0952  VERT ORDER  -  SECOND    CLASS 0
 LA0952
 LA0952.The horizontal coordinates were scaled from a topographic map and have
 LA0952.an estimated accuracy of +/- 6 seconds.
 LA0952
 LA0952.The orthometric height was determined by differential leveling
 LA0952.and adjusted by the National Geodetic Survey in June 1991..
 LA0952
 LA0952.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0952.See file dsdata.txt to determine how the superseded data were derived.
 LA0952
 LA0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL519019(NAD 83)
 LA0952_MARKER: DB = BENCH MARK DISK
 LA0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0952_STAMPING: P 216 1947
 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             NGS
 LA0952
 LA0952                          STATION DESCRIPTION
 LA0952
 LA0952'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1231 ***********************************************************************
 LA1231  DESIGNATION -  P 217
 LA1231  PID         -  LA1231
 LA1231  STATE/COUNTY-  IN/DELAWARE
 LA1231  USGS QUAD   -  WHEELING (1994)
 LA1231
 LA1231                         *CURRENT SURVEY CONTROL
 LA1231  ___________________________________________________________________
 LA1231* NAD 83(1997)-  40 19 15.88595(N)    085 27 37.93876(W)     ADJUSTED  
 LA1231* NAVD 88     -       272.133  (meters)     892.82   (feet)  ADJUSTED  
 LA1231  ___________________________________________________________________
 LA1231  X           -     385,431.272 (meters)                     COMP
 LA1231  Y           -  -4,854,619.564 (meters)                     COMP
 LA1231  Z           -   4,105,386.266 (meters)                     COMP
 LA1231  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 LA1231  ELLIP HEIGHT-         238.13  (meters)          (03/12/98) GPS OBS
 LA1231  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LA1231  DYNAMIC HT  -         271.992 (meters)     892.36  (feet)  COMP
 LA1231  MODELED GRAV-     980,100.6   (mgal)                       NAVD 88
 LA1231
 LA1231  HORZ ORDER  -  B
 LA1231  VERT ORDER  -  SECOND    CLASS 0
 LA1231  ELLP ORDER  -  FIRST     CLASS II
 LA1231
 LA1231.The horizontal coordinates were established by GPS observations
 LA1231.and adjusted by the National Geodetic Survey in March 1998..
 LA1231
 LA1231.The orthometric height was determined by differential leveling
 LA1231.and adjusted by the National Geodetic Survey in June 1991..
 LA1231
 LA1231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA1231
 LA1231.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA1231
 LA1231.The ellipsoidal height was determined by GPS observations
 LA1231.and is referenced to NAD 83.
 LA1231
 LA1231.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 LA1231;SPC IN E     -   563,188.767   117,518.778   MT  0.99997044   +0 08 00.2
 LA1231;SPC IN E     - 1,847,728.48    385,559.52   sFT  0.99997044   +0 08 00.2
 LA1231;UTM  16      - 4,464,532.013   630,793.015   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  =   0.99977323
 LA1231
 LA1231                          SUPERSEDED SURVEY CONTROL
 LA1231
 LA1231  NAVD 88 (03/12/98)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1231.See file dsdata.txt to determine how the superseded data were derived.
 LA1231
 LA1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3079364532(NAD 83)
 LA1231_MARKER: DB = BENCH MARK DISK
 LA1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1231_STAMPING: P 217 1947
 LA1231_MARK LOGO: CGS   
 LA1231_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1515 ***********************************************************************
 LA1515  DESIGNATION -  P 218
 LA1515  PID         -  LA1515
 LA1515  STATE/COUNTY-  IN/DELAWARE
 LA1515  USGS QUAD   -  GILMAN (1994)
 LA1515
 LA1515                         *CURRENT SURVEY CONTROL
 LA1515  ___________________________________________________________________
 LA1515* NAD 83(1986)-  40 09 50.     (N)    085 34 33.     (W)     SCALED    
 LA1515* NAVD 88     -       277.970  (meters)     911.97   (feet)  ADJUSTED  
 LA1515  ___________________________________________________________________
 LA1515  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 LA1515  DYNAMIC HT  -         277.823 (meters)     911.49  (feet)  COMP
 LA1515  MODELED GRAV-     980,087.8   (mgal)                       NAVD 88
 LA1515
 LA1515  VERT ORDER  -  SECOND    CLASS 0
 LA1515
 LA1515.The horizontal coordinates were scaled from a topographic map and have
 LA1515.an estimated accuracy of +/- 6 seconds.
 LA1515
 LA1515.The orthometric height was determined by differential leveling
 LA1515.and adjusted by the National Geodetic Survey in June 1991..
 LA1515
 LA1515.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1515.See file dsdata.txt to determine how the superseded data were derived.
 LA1515
 LA1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK212469(NAD 83)
 LA1515_MARKER: DB = BENCH MARK DISK
 LA1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1515_STAMPING: P 218 1947
 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             BUTLER
 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 AND SEUFERT INC 2005 (JRC)
 LA1515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1176 ***********************************************************************
 LA1176  DESIGNATION -  P 219
 LA1176  PID         -  LA1176
 LA1176  STATE/COUNTY-  IN/DELAWARE
 LA1176  USGS QUAD   -  EATON (1981)
 LA1176
 LA1176                         *CURRENT SURVEY CONTROL
 LA1176  ___________________________________________________________________
 LA1176* NAD 83(1986)-  40 16 52.     (N)    085 15 22.     (W)     SCALED    
 LA1176* NAVD 88     -       287.255  (meters)     942.44   (feet)  ADJUSTED  
 LA1176  ___________________________________________________________________
 LA1176  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 LA1176  DYNAMIC HT  -         287.105 (meters)     941.94  (feet)  COMP
 LA1176  MODELED GRAV-     980,094.3   (mgal)                       NAVD 88
 LA1176
 LA1176  VERT ORDER  -  SECOND    CLASS 0
 LA1176
 LA1176.The horizontal coordinates were scaled from a topographic map and have
 LA1176.an estimated accuracy of +/- 6 seconds.
 LA1176
 LA1176.The orthometric height was determined by differential leveling
 LA1176.and adjusted by the National Geodetic Survey in June 1991..
 LA1176
 LA1176.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1176.See file dsdata.txt to determine how the superseded data were derived.
 LA1176
 LA1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK482604(NAD 83)
 LA1176_MARKER: DB = BENCH MARK DISK
 LA1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1176_STAMPING: P 219 1947
 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 = OCTOBER  6, 2006
 LA1200 ***********************************************************************
 LA1200  FBN         -  This is a Federal Base Network Control Station.
 LA1200  DESIGNATION -  P 220
 LA1200  PID         -  LA1200
 LA1200  STATE/COUNTY-  IN/DELAWARE
 LA1200  USGS QUAD   -  EATON (1981)
 LA1200
 LA1200                         *CURRENT SURVEY CONTROL
 LA1200  ___________________________________________________________________
 LA1200* NAD 83(1997)-  40 19 34.81012(N)    085 17 08.86493(W)     ADJUSTED  
 LA1200* NAVD 88     -       285.313  (meters)     936.06   (feet)  ADJUSTED  
 LA1200  ___________________________________________________________________
 LA1200  X           -     400,205.039 (meters)                     COMP
 LA1200  Y           -  -4,853,055.133 (meters)                     COMP
 LA1200  Z           -   4,105,839.910 (meters)                     COMP
 LA1200  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 LA1200  ELLIP HEIGHT-         251.43  (meters)          (04/10/98) GPS OBS
 LA1200  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 LA1200  DYNAMIC HT  -         285.165 (meters)     935.58  (feet)  COMP
 LA1200  MODELED GRAV-     980,099.1   (mgal)                       NAVD 88
 LA1200
 LA1200  HORZ ORDER  -  B
 LA1200  VERT ORDER  -  SECOND    CLASS 0
 LA1200  ELLP ORDER  -  FOURTH    CLASS I
 LA1200
 LA1200.The horizontal coordinates were established by GPS observations
 LA1200.and adjusted by the National Geodetic Survey in April 1998..
 LA1200
 LA1200.The orthometric height was determined by differential leveling
 LA1200.and adjusted by the National Geodetic Survey in June 1991..
 LA1200
 LA1200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA1200
 LA1200.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA1200
 LA1200.The ellipsoidal height was determined by GPS observations
 LA1200.and is referenced to NAD 83.
 LA1200
 LA1200.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 LA1200;SPC IN E     -   563,821.687   132,367.636   MT  0.99997956   +0 14 47.3
 LA1200;SPC IN E     - 1,849,804.98    434,276.15   sFT  0.99997956   +0 14 47.3
 LA1200;UTM  16      - 4,465,388.383   645,628.592   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  =   0.99994012
 LA1200!UTM  16      -   0.99996056  x   0.99986106  =   0.99982162
 LA1200
 LA1200                          SUPERSEDED SURVEY CONTROL
 LA1200
 LA1200  NAVD 88 (04/10/98)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1200.See file dsdata.txt to determine how the superseded data were derived.
 LA1200
 LA1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4562965388(NAD 83)
 LA1200_MARKER: DB = BENCH MARK DISK
 LA1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1200_STAMPING: P 220 1947
 LA1200_MARK LOGO: CGS   
 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 - January 04, 2005
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0650 ***********************************************************************
 LA0650  DESIGNATION -  P 221
 LA0650  PID         -  LA0650
 LA0650  STATE/COUNTY-  IN/ALLEN
 LA0650  USGS QUAD   -  HOAGLAND (1994)
 LA0650
 LA0650                         *CURRENT SURVEY CONTROL
 LA0650  ___________________________________________________________________
 LA0650* NAD 83(1986)-  40 59 32.     (N)    084 58 11.     (W)     SCALED    
 LA0650* NAVD 88     -       248.595  (meters)     815.60   (feet)  ADJUSTED  
 LA0650  ___________________________________________________________________
 LA0650  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 LA0650  DYNAMIC HT  -         248.491 (meters)     815.26  (feet)  COMP
 LA0650  MODELED GRAV-     980,202.2   (mgal)                       NAVD 88
 LA0650
 LA0650  VERT ORDER  -  SECOND    CLASS 0
 LA0650
 LA0650.The horizontal coordinates were scaled from a topographic map and have
 LA0650.an estimated accuracy of +/- 6 seconds.
 LA0650
 LA0650.The orthometric height was determined by differential leveling
 LA0650.and adjusted by the National Geodetic Survey in June 1991..
 LA0650
 LA0650.The geoid height was determined by GEOID03.
 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     -   637,930.      158,640.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0650.See file dsdata.txt to determine how the superseded data were derived.
 LA0650
 LA0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL707398(NAD 83)
 LA0650_MARKER: DB = BENCH MARK DISK
 LA0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0650_STAMPING: P-221-1947
 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             NGS
 LA0650
 LA0650                          STATION DESCRIPTION
 LA0650
 LA0650'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0719 ***********************************************************************
 LA0719  DESIGNATION -  P 222
 LA0719  PID         -  LA0719
 LA0719  STATE/COUNTY-  IN/ALLEN
 LA0719  USGS QUAD   -  DIXON (1994)
 LA0719
 LA0719                         *CURRENT SURVEY CONTROL
 LA0719  ___________________________________________________________________
 LA0719* NAD 83(1986)-  40 59 34.     (N)    084 51 47.     (W)     SCALED    
 LA0719* NAVD 88     -       236.165  (meters)     774.82   (feet)  ADJUSTED  
 LA0719  ___________________________________________________________________
 LA0719  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 LA0719  DYNAMIC HT  -         236.067 (meters)     774.50  (feet)  COMP
 LA0719  MODELED GRAV-     980,202.0   (mgal)                       NAVD 88
 LA0719
 LA0719  VERT ORDER  -  SECOND    CLASS 0
 LA0719
 LA0719.The horizontal coordinates were scaled from a topographic map and have
 LA0719.an estimated accuracy of +/- 6 seconds.
 LA0719
 LA0719.The orthometric height was determined by differential leveling
 LA0719.and adjusted by the National Geodetic Survey in June 1991..
 LA0719
 LA0719.The geoid height was determined by GEOID03.
 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     -   638,070.      167,620.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0719.See file dsdata.txt to determine how the superseded data were derived.
 LA0719
 LA0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL797401(NAD 83)
 LA0719_MARKER: DB = BENCH MARK DISK
 LA0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0719_STAMPING: P 222 1947
 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 = OCTOBER  6, 2006
 LA0484 ***********************************************************************
 LA0484  DESIGNATION -  P 223
 LA0484  PID         -  LA0484
 LA0484  STATE/COUNTY-  IN/ADAMS
 LA0484  USGS QUAD   -  DECATUR (1992)
 LA0484
 LA0484                         *CURRENT SURVEY CONTROL
 LA0484  ___________________________________________________________________
 LA0484* NAD 83(1986)-  40 49 31.     (N)    084 55 29.     (W)     SCALED    
 LA0484* NAVD 88     -       244.225  (meters)     801.26   (feet)  ADJUSTED  
 LA0484  ___________________________________________________________________
 LA0484  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 LA0484  DYNAMIC HT  -         244.117 (meters)     800.91  (feet)  COMP
 LA0484  MODELED GRAV-     980,176.2   (mgal)                       NAVD 88
 LA0484
 LA0484  VERT ORDER  -  SECOND    CLASS 0
 LA0484
 LA0484.The horizontal coordinates were scaled from a topographic map and have
 LA0484.an estimated accuracy of +/- 6 seconds.
 LA0484
 LA0484.The orthometric height was determined by differential leveling
 LA0484.and adjusted by the National Geodetic Survey in June 1991..
 LA0484
 LA0484.The geoid height was determined by GEOID03.
 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     -   619,420.      162,590.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0484.See file dsdata.txt to determine how the superseded data were derived.
 LA0484
 LA0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL750214(NAD 83)
 LA0484_MARKER: DB = BENCH MARK DISK
 LA0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0484_STAMPING: P 223 1947
 LA0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0484+STABILITY: SURFACE MOTION
 LA0484
 LA0484  HISTORY     - Date     Condition        Report By
 LA0484  HISTORY     - 1947     MONUMENTED       CGS
 LA0484  HISTORY     - 1974     GOOD             BRADY
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0848 ***********************************************************************
 LA0848  DESIGNATION -  P 224
 LA0848  PID         -  LA0848
 LA0848  STATE/COUNTY-  IN/ADAMS
 LA0848  USGS QUAD   -  LINN GROVE (1994)
 LA0848
 LA0848                         *CURRENT SURVEY CONTROL
 LA0848  ___________________________________________________________________
 LA0848* NAD 83(1986)-  40 44 38.     (N)    085 00 49.     (W)     SCALED    
 LA0848* NAVD 88     -       256.608  (meters)     841.89   (feet)  ADJUSTED  
 LA0848  ___________________________________________________________________
 LA0848  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 LA0848  DYNAMIC HT  -         256.489 (meters)     841.50  (feet)  COMP
 LA0848  MODELED GRAV-     980,152.4   (mgal)                       NAVD 88
 LA0848
 LA0848  VERT ORDER  -  SECOND    CLASS 0
 LA0848
 LA0848.The horizontal coordinates were scaled from a topographic map and have
 LA0848.an estimated accuracy of +/- 6 seconds.
 LA0848
 LA0848.The orthometric height was determined by differential leveling
 LA0848.and adjusted by the National Geodetic Survey in June 1991..
 LA0848
 LA0848.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0848.See file dsdata.txt to determine how the superseded data were derived.
 LA0848
 LA0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL677122(NAD 83)
 LA0848_MARKER: DB = BENCH MARK DISK
 LA0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0848_STAMPING: P 224 1947
 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 = OCTOBER  6, 2006
 LA2561 ***********************************************************************
 LA2561  DESIGNATION -  P 225 RESET
 LA2561  PID         -  LA2561
 LA2561  STATE/COUNTY-  IN/ADAMS
 LA2561  USGS QUAD   -  BERNE (1994)
 LA2561
 LA2561                         *CURRENT SURVEY CONTROL
 LA2561  ___________________________________________________________________
 LA2561* NAD 83(1986)-  40 43 51.     (N)    084 57 21.     (W)     SCALED    
 LA2561* NAVD 88     -       253.39   (meters)     831.3    (feet)  RESET     
 LA2561  ___________________________________________________________________
 LA2561  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 LA2561
 LA2561  VERT ORDER  -  THIRD
 LA2561
 LA2561.The horizontal coordinates were scaled from a topographic map and have
 LA2561.an estimated accuracy of +/- 6 seconds.
 LA2561
 LA2561.The orthometric height was computed from unverified reset data.
 LA2561
 LA2561.The geoid height was determined by GEOID03.
 LA2561
 LA2561;                    North         East    Units  Estimated Accuracy
 LA2561;SPC IN E     -   608,910.      160,050.      MT  (+/- 180 meters Scaled)
 LA2561
 LA2561                          SUPERSEDED SURVEY CONTROL
 LA2561
 LA2561  NGVD 29 (04/16/04)  253.54   (m)          831.8    (f) RESET       3  
 LA2561
 LA2561.Superseded values are not recommended for survey control.
 LA2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2561.See file dsdata.txt to determine how the superseded data were derived.
 LA2561
 LA2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL726108(NAD 83)
 LA2561_MARKER: DV = VERTICAL CONTROL DISK
 LA2561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2561_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 LA0369 ***********************************************************************
 LA0369  DESIGNATION -  P 226
 LA0369  PID         -  LA0369
 LA0369  STATE/COUNTY-  IN/JAY
 LA0369  USGS QUAD   -  PORTLAND (1992)
 LA0369
 LA0369                         *CURRENT SURVEY CONTROL
 LA0369  ___________________________________________________________________
 LA0369* NAD 83(1986)-  40 27 13.     (N)    084 59 22.     (W)     SCALED    
 LA0369* NAVD 88     -       282.213  (meters)     925.89   (feet)  ADJUSTED  
 LA0369  ___________________________________________________________________
 LA0369  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 LA0369  DYNAMIC HT  -         282.073 (meters)     925.43  (feet)  COMP
 LA0369  MODELED GRAV-     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 topographic map and have
 LA0369.an estimated accuracy of +/- 6 seconds.
 LA0369
 LA0369.The orthometric height was determined by differential leveling
 LA0369.and adjusted by the National Geodetic Survey in June 1991..
 LA0369
 LA0369.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0369.See file dsdata.txt to determine how the superseded data were derived.
 LA0369
 LA0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK704800(NAD 83)
 LA0369_MARKER: DB = BENCH MARK DISK
 LA0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0369_STAMPING: P 226 1947
 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 = OCTOBER  6, 2006
 LA0825 ***********************************************************************
 LA0825  DESIGNATION -  P 227
 LA0825  PID         -  LA0825
 LA0825  STATE/COUNTY-  IN/JAY
 LA0825  USGS QUAD   -  PETROLEUM (1962)
 LA0825
 LA0825                         *CURRENT SURVEY CONTROL
 LA0825  ___________________________________________________________________
 LA0825* NAD 83(1986)-  40 33 11.     (N)    085 07 31.     (W)     SCALED    
 LA0825* NAVD 88     -       269.822  (meters)     885.24   (feet)  ADJUSTED  
 LA0825  ___________________________________________________________________
 LA0825  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 LA0825  DYNAMIC HT  -         269.688 (meters)     884.80  (feet)  COMP
 LA0825  MODELED GRAV-     980,122.6   (mgal)                       NAVD 88
 LA0825
 LA0825  VERT ORDER  -  SECOND    CLASS 0
 LA0825
 LA0825.The horizontal coordinates were scaled from a topographic map and have
 LA0825.an estimated accuracy of +/- 6 seconds.
 LA0825
 LA0825.The orthometric height was determined by differential leveling
 LA0825.and adjusted by the National Geodetic Survey in June 1991..
 LA0825
 LA0825.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0825.See file dsdata.txt to determine how the superseded data were derived.
 LA0825
 LA0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK587908(NAD 83)
 LA0825_MARKER: DB = BENCH MARK DISK
 LA0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0825_STAMPING: P 227 1947
 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 = OCTOBER  6, 2006
 JZ1169 ***********************************************************************
 JZ1169  DESIGNATION -  P 228
 JZ1169  PID         -  JZ1169
 JZ1169  STATE/COUNTY-  IN/WAYNE
 JZ1169  USGS QUAD   -  WHITEWATER (1960)
 JZ1169
 JZ1169                         *CURRENT SURVEY CONTROL
 JZ1169  ___________________________________________________________________
 JZ1169* NAD 83(1986)-  39 58 35.     (N)    084 49 50.     (W)     SCALED    
 JZ1169* NAVD 88     -       357.212  (meters)    1171.95   (feet)  ADJUSTED  
 JZ1169  ___________________________________________________________________
 JZ1169  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JZ1169  DYNAMIC HT  -         357.007 (meters)    1171.28  (feet)  COMP
 JZ1169  MODELED GRAV-     980,040.8   (mgal)                       NAVD 88
 JZ1169
 JZ1169  VERT ORDER  -  SECOND    CLASS 0
 JZ1169
 JZ1169.The horizontal coordinates were scaled from a topographic map and have
 JZ1169.an estimated accuracy of +/- 6 seconds.
 JZ1169
 JZ1169.The orthometric height was determined by differential leveling
 JZ1169.and adjusted by the National Geodetic Survey in June 1991..
 JZ1169
 JZ1169.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1169.See file dsdata.txt to determine how the superseded data were derived.
 JZ1169
 JZ1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK852273(NAD 83)
 JZ1169_MARKER: DB = BENCH MARK DISK
 JZ1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1169_STAMPING: P 228 1947
 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 = OCTOBER  6, 2006
 JZ1154 ***********************************************************************
 JZ1154  DESIGNATION -  P 229
 JZ1154  PID         -  JZ1154
 JZ1154  STATE/COUNTY-  IN/WAYNE
 JZ1154  USGS QUAD   -  FOUNTAIN CITY (1960)
 JZ1154
 JZ1154                         *CURRENT SURVEY CONTROL
 JZ1154  ___________________________________________________________________
 JZ1154* NAD 83(1986)-  39 57 15.     (N)    084 59 48.     (W)     SCALED    
 JZ1154* NAVD 88     -       324.579  (meters)    1064.89   (feet)  ADJUSTED  
 JZ1154  ___________________________________________________________________
 JZ1154  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JZ1154  DYNAMIC HT  -         324.395 (meters)    1064.29  (feet)  COMP
 JZ1154  MODELED GRAV-     980,051.7   (mgal)                       NAVD 88
 JZ1154
 JZ1154  VERT ORDER  -  SECOND    CLASS 0
 JZ1154
 JZ1154.The horizontal coordinates were scaled from a topographic map and have
 JZ1154.an estimated accuracy of +/- 6 seconds.
 JZ1154
 JZ1154.The orthometric height was determined by differential leveling
 JZ1154.and adjusted by the National Geodetic Survey in June 1991..
 JZ1154
 JZ1154.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1154.See file dsdata.txt to determine how the superseded data were derived.
 JZ1154
 JZ1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK711245(NAD 83)
 JZ1154_MARKER: DB = BENCH MARK DISK
 JZ1154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1154_SP_SET: CULVERT
 JZ1154_STAMPING: P 229 1947
 JZ1154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME0123 ***********************************************************************
 ME0123  DESIGNATION -  P 23
 ME0123  PID         -  ME0123
 ME0123  STATE/COUNTY-  IN/ST JOSEPH
 ME0123  USGS QUAD   -  NORTH LIBERTY (1980)
 ME0123
 ME0123                         *CURRENT SURVEY CONTROL
 ME0123  ___________________________________________________________________
 ME0123* NAD 83(1986)-  41 33 48.     (N)    086 24 11.     (W)     SCALED    
 ME0123* NAVD 88     -       222.871  (meters)     731.20   (feet)  ADJUSTED  
 ME0123  ___________________________________________________________________
 ME0123  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0123  DYNAMIC HT  -         222.783 (meters)     730.91  (feet)  COMP
 ME0123  MODELED GRAV-     980,221.1   (mgal)                       NAVD 88
 ME0123
 ME0123  VERT ORDER  -  SECOND    CLASS 0
 ME0123
 ME0123.The horizontal coordinates were scaled from a topographic map and have
 ME0123.an estimated accuracy of +/- 6 seconds.
 ME0123
 ME0123.The orthometric height was determined by differential leveling
 ME0123.and adjusted by the National Geodetic Survey in June 1991..
 ME0123
 ME0123.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0123.See file dsdata.txt to determine how the superseded data were derived.
 ME0123
 ME0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM497014(NAD 83)
 ME0123_MARKER: DB = BENCH MARK DISK
 ME0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0123_STAMPING: P 23 1934
 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 = OCTOBER  6, 2006
 JZ1734 ***********************************************************************
 JZ1734  DESIGNATION -  P 230
 JZ1734  PID         -  JZ1734
 JZ1734  STATE/COUNTY-  IN/WAYNE
 JZ1734  USGS QUAD   -  GREENS FORK (1960)
 JZ1734
 JZ1734                         *CURRENT SURVEY CONTROL
 JZ1734  ___________________________________________________________________
 JZ1734* NAD 83(1986)-  39 57 14.     (N)    085 00 04.     (W)     SCALED    
 JZ1734* NAVD 88     -       324.251  (meters)    1063.81   (feet)  ADJUSTED  
 JZ1734  ___________________________________________________________________
 JZ1734  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JZ1734  DYNAMIC HT  -         324.068 (meters)    1063.21  (feet)  COMP
 JZ1734  MODELED GRAV-     980,053.6   (mgal)                       NAVD 88
 JZ1734
 JZ1734  VERT ORDER  -  SECOND    CLASS 0
 JZ1734
 JZ1734.The horizontal coordinates were scaled from a topographic map and have
 JZ1734.an estimated accuracy of +/- 6 seconds.
 JZ1734
 JZ1734.The orthometric height was determined by differential leveling
 JZ1734.and adjusted by the National Geodetic Survey in June 1991..
 JZ1734
 JZ1734.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1734.See file dsdata.txt to determine how the superseded data were derived.
 JZ1734
 JZ1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK707245(NAD 83)
 JZ1734_MARKER: DB = BENCH MARK DISK
 JZ1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1734_STAMPING: P 230 1947
 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 = OCTOBER  6, 2006
 LA1065 ***********************************************************************
 LA1065  DESIGNATION -  P 231
 LA1065  PID         -  LA1065
 LA1065  STATE/COUNTY-  IN/JAY
 LA1065  USGS QUAD   -  RIDGEVILLE (1994)
 LA1065
 LA1065                         *CURRENT SURVEY CONTROL
 LA1065  ___________________________________________________________________
 LA1065* NAD 83(1986)-  40 19 23.     (N)    085 03 21.     (W)     SCALED    
 LA1065* NAVD 88     -       299.128  (meters)     981.39   (feet)  ADJUSTED  
 LA1065  ___________________________________________________________________
 LA1065  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 LA1065  DYNAMIC HT  -         298.974 (meters)     980.88  (feet)  COMP
 LA1065  MODELED GRAV-     980,103.1   (mgal)                       NAVD 88
 LA1065
 LA1065  VERT ORDER  -  SECOND    CLASS 0
 LA1065
 LA1065.The horizontal coordinates were scaled from a topographic map and have
 LA1065.an estimated accuracy of +/- 6 seconds.
 LA1065
 LA1065.The orthometric height was determined by differential leveling
 LA1065.and adjusted by the National Geodetic Survey in June 1991..
 LA1065
 LA1065.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1065.See file dsdata.txt to determine how the superseded data were derived.
 LA1065
 LA1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK651654(NAD 83)
 LA1065_MARKER: DB = BENCH MARK DISK
 LA1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1065_STAMPING: P 231 1947
 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 = OCTOBER  6, 2006
 LA0402 ***********************************************************************
 LA0402  DESIGNATION -  P 232
 LA0402  PID         -  LA0402
 LA0402  STATE/COUNTY-  IN/RANDOLPH
 LA0402  USGS QUAD   -  WINCHESTER (1994)
 LA0402
 LA0402                         *CURRENT SURVEY CONTROL
 LA0402  ___________________________________________________________________
 LA0402* NAD 83(1986)-  40 14 12.     (N)    084 58 36.     (W)     SCALED    
 LA0402* NAVD 88     -       318.062  (meters)    1043.51   (feet)  ADJUSTED  
 LA0402  ___________________________________________________________________
 LA0402  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 LA0402  DYNAMIC HT  -         317.896 (meters)    1042.96  (feet)  COMP
 LA0402  MODELED GRAV-     980,093.5   (mgal)                       NAVD 88
 LA0402
 LA0402  VERT ORDER  -  SECOND    CLASS 0
 LA0402
 LA0402.The horizontal coordinates were scaled from a topographic map and have
 LA0402.an estimated accuracy of +/- 6 seconds.
 LA0402
 LA0402.The orthometric height was determined by differential leveling
 LA0402.and adjusted by the National Geodetic Survey in June 1991..
 LA0402
 LA0402.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0402.See file dsdata.txt to determine how the superseded data were derived.
 LA0402
 LA0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK721559(NAD 83)
 LA0402_MARKER: DB = BENCH MARK DISK
 LA0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0402_STAMPING: P 232 1947
 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 = OCTOBER  6, 2006
 ME0957 ***********************************************************************
 ME0957  DESIGNATION -  P 233
 ME0957  PID         -  ME0957
 ME0957  STATE/COUNTY-  IN/LAKE
 ME0957  USGS QUAD   -  HIGHLAND (1991)
 ME0957
 ME0957                         *CURRENT SURVEY CONTROL
 ME0957  ___________________________________________________________________
 ME0957* NAD 83(1986)-  41 36 42.     (N)    087 29 25.     (W)     SCALED    
 ME0957* NAVD 88     -       179.938  (meters)     590.35   (feet)  ADJUSTED  
 ME0957  ___________________________________________________________________
 ME0957  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME0957  DYNAMIC HT  -         179.872 (meters)     590.13  (feet)  COMP
 ME0957  MODELED GRAV-     980,251.9   (mgal)                       NAVD 88
 ME0957
 ME0957  VERT ORDER  -  FIRST     CLASS II
 ME0957
 ME0957.The horizontal coordinates were scaled from a topographic map and have
 ME0957.an estimated accuracy of +/- 6 seconds.
 ME0957
 ME0957.The orthometric height was determined by differential leveling
 ME0957.and adjusted by the National Geodetic Survey in June 1991..
 ME0957
 ME0957.The geoid height was determined by GEOID03.
 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     -   706,570.      866,080.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0957.See file dsdata.txt to determine how the superseded data were derived.
 ME0957
 ME0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM591067(NAD 83)
 ME0957_MARKER: DB = BENCH MARK DISK
 ME0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0957_STAMPING: P 233 1947
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1953
 ME0957'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0290 ***********************************************************************
 KA0290  DESIGNATION -  P 235
 KA0290  PID         -  KA0290
 KA0290  STATE/COUNTY-  IN/MARION
 KA0290  USGS QUAD   -  INDIANAPOLIS EAST (1980)
 KA0290
 KA0290                         *CURRENT SURVEY CONTROL
 KA0290  ___________________________________________________________________
 KA0290* NAD 83(1986)-  39 49 51.     (N)    086 02 44.     (W)     SCALED    
 KA0290* NAVD 88     -       261.956  (meters)     859.43   (feet)  ADJUSTED  
 KA0290  ___________________________________________________________________
 KA0290  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KA0290  DYNAMIC HT  -         261.809 (meters)     858.95  (feet)  COMP
 KA0290  MODELED GRAV-     980,059.3   (mgal)                       NAVD 88
 KA0290
 KA0290  VERT ORDER  -  FIRST     CLASS II
 KA0290
 KA0290.The horizontal coordinates were scaled from a topographic map and have
 KA0290.an estimated accuracy of +/- 6 seconds.
 KA0290
 KA0290.The orthometric height was determined by differential leveling
 KA0290.and adjusted by the National Geodetic Survey in June 1991..
 KA0290
 KA0290.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0290.See file dsdata.txt to determine how the superseded data were derived.
 KA0290
 KA0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK816094(NAD 83)
 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 = OCTOBER  6, 2006
 JZ2319 ***********************************************************************
 JZ2319  DESIGNATION -  P 236
 JZ2319  PID         -  JZ2319
 JZ2319  STATE/COUNTY-  IN/HAMILTON
 JZ2319  USGS QUAD   -  MC CORDSVILLE (1984)
 JZ2319
 JZ2319                         *CURRENT SURVEY CONTROL
 JZ2319  ___________________________________________________________________
 JZ2319* NAD 83(1986)-  39 58 21.     (N)    085 53 59.     (W)     SCALED    
 JZ2319* NAVD 88     -       256.878  (meters)     842.77   (feet)  ADJUSTED  
 JZ2319  ___________________________________________________________________
 JZ2319  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ2319  DYNAMIC HT  -         256.736 (meters)     842.31  (feet)  COMP
 JZ2319  MODELED GRAV-     980,067.5   (mgal)                       NAVD 88
 JZ2319
 JZ2319  VERT ORDER  -  SECOND    CLASS 0
 JZ2319
 JZ2319.The horizontal coordinates were scaled from a topographic map and have
 JZ2319.an estimated accuracy of +/- 6 seconds.
 JZ2319
 JZ2319.The orthometric height was determined by differential leveling
 JZ2319.and adjusted by the National Geodetic Survey in June 1991..
 JZ2319
 JZ2319.The geoid height was determined by GEOID03.
 JZ2319
 JZ2319.The dynamic height is computed by dividing the NAVD 88
 JZ2319.geopotential number by the normal gravity value computed on the
 JZ2319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2319.degrees latitude (g = 980.6199 gals.).
 JZ2319
 JZ2319.The modeled gravity was interpolated from observed gravity values.
 JZ2319
 JZ2319;                    North         East    Units  Estimated Accuracy
 JZ2319;SPC IN E     -   524,490.       80,090.      MT  (+/- 180 meters Scaled)
 JZ2319
 JZ2319                          SUPERSEDED SURVEY CONTROL
 JZ2319
 JZ2319  NGVD 29 (??/??/92)  257.010  (m)          843.21   (f) ADJ UNCH    2 0
 JZ2319
 JZ2319.Superseded values are not recommended for survey control.
 JZ2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2319.See file dsdata.txt to determine how the superseded data were derived.
 JZ2319
 JZ2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK939252(NAD 83)
 JZ2319_MARKER: DB = BENCH MARK DISK
 JZ2319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2319_SP_SET: CONCRETE POST
 JZ2319_STAMPING: P 236 1947
 JZ2319_MARK LOGO: CGS   
 JZ2319_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2319+STABILITY: SURFACE MOTION
 JZ2319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2319+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2004
 JZ2319
 JZ2319  HISTORY     - Date     Condition        Report By
 JZ2319  HISTORY     - 1947     MONUMENTED       CGS
 JZ2319  HISTORY     - 19880730 GOOD             LOCENG
 JZ2319  HISTORY     - 19990218 GOOD             USPSQD
 JZ2319  HISTORY     - 20041026 GOOD             PICI
 JZ2319
 JZ2319                          STATION DESCRIPTION
 JZ2319
 JZ2319'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2319'4.2 MI NW FROM FORTVILLE.
 JZ2319'ABOUT 3.85 MILES NORTHWEST ALONG STATE HIGHWAY 238 FROM ITS
 JZ2319'JUNCTION WITH STATE HIGHWAY 13 AT FORTVILLE, THENCE ABOUT 0.35
 JZ2319'MILE WEST ALONG A GRAVEL ROAD, ABOUT 1.05 MILES EAST OF THE
 JZ2319'BAPTIST CHURCH AND CROSSROADS AT OLIO, AT THE JUNCTION OF A
 JZ2319'ROAD LEADING SOUTH, 26 FEET WEST OF THE CENTER LINE OF THE SIDE
 JZ2319'ROAD, 19 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 JZ2319'8.5 FEET WEST OF A FENCE CORNER POST, 23 FEET EAST OF A POWER
 JZ2319'POLE, 1.5 FEET NORTH OF THE FENCE LINE, 1.5 FEET EAST OF A
 JZ2319'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 JZ2319'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- FOLLOWING
 JZ2319'THE LINE FROM FORTVILLE MARK WOULD BE REACHED BY GOING ABOUT
 JZ2319'3.05 MILES NORTH ALONG STATE HIGHWAY 13 FROM ITS JUNCTION WITH
 JZ2319'STATE HIGHWAY 238, THENCE ABOUT 2.0 MILES WEST AND 0.5 MILE
 JZ2319'SOUTH ALONG GRAVEL ROADS, THENCE ABOUT 0.8 MILE NORTHWEST ALONG
 JZ2319'STATE HIGHWAY 238, THENCE ABOUT 0.35 MILE WEST ALONG A GRAVEL
 JZ2319'ROAD.
 JZ2319
 JZ2319                          STATION RECOVERY (1988)
 JZ2319
 JZ2319'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 JZ2319'RECOVERED IN GOOD CONDITION.
 JZ2319
 JZ2319                          STATION RECOVERY (1999)
 JZ2319
 JZ2319'RECOVERY NOTE BY US POWER SQUADRON 1999
 JZ2319'RECOVERED IN GOOD CONDITION.
 JZ2319
 JZ2319                          STATION RECOVERY (2004)
 JZ2319
 JZ2319'RECOVERY NOTE BY PAUL I CRIPE INCORPORATED 2004 (TF)
 JZ2319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1579 ***********************************************************************
 LA1579  DESIGNATION -  P 237
 LA1579  PID         -  LA1579
 LA1579  STATE/COUNTY-  IN/HAMILTON
 LA1579  USGS QUAD   -  RIVERWOOD (1994)
 LA1579
 LA1579                         *CURRENT SURVEY CONTROL
 LA1579  ___________________________________________________________________
 LA1579* NAD 83(1986)-  40 00 42.     (N)    085 59 40.     (W)     SCALED    
 LA1579* NAVD 88     -       250.008  (meters)     820.23   (feet)  ADJUSTED  
 LA1579  ___________________________________________________________________
 LA1579  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 LA1579  DYNAMIC HT  -         249.870 (meters)     819.78  (feet)  COMP
 LA1579  MODELED GRAV-     980,070.5   (mgal)                       NAVD 88
 LA1579
 LA1579  VERT ORDER  -  SECOND    CLASS 0
 LA1579
 LA1579.The horizontal coordinates were scaled from a topographic map and have
 LA1579.an estimated accuracy of +/- 6 seconds.
 LA1579
 LA1579.The orthometric height was determined by differential leveling
 LA1579.and adjusted by the National Geodetic Survey in June 1991..
 LA1579
 LA1579.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1579.See file dsdata.txt to determine how the superseded data were derived.
 LA1579
 LA1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK858295(NAD 83)
 LA1579_MARKER: DB = BENCH MARK DISK
 LA1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1579_STAMPING: P 237 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2345 ***********************************************************************
 JZ2345  DESIGNATION -  P 238
 JZ2345  PID         -  JZ2345
 JZ2345  STATE/COUNTY-  IN/SHELBY
 JZ2345  USGS QUAD   -  BOGGSTOWN (1993)
 JZ2345
 JZ2345                         *CURRENT SURVEY CONTROL
 JZ2345  ___________________________________________________________________
 JZ2345* NAD 83(1986)-  39 35 54.     (N)    085 52 53.     (W)     SCALED    
 JZ2345* NAVD 88     -       237.716  (meters)     779.91   (feet)  ADJUSTED  
 JZ2345  ___________________________________________________________________
 JZ2345  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 JZ2345  DYNAMIC HT  -         237.581 (meters)     779.46  (feet)  COMP
 JZ2345  MODELED GRAV-     980,051.6   (mgal)                       NAVD 88
 JZ2345
 JZ2345  VERT ORDER  -  FIRST     CLASS II
 JZ2345
 JZ2345.The horizontal coordinates were scaled from a topographic map and have
 JZ2345.an estimated accuracy of +/- 6 seconds.
 JZ2345
 JZ2345.The orthometric height was determined by differential leveling
 JZ2345.and adjusted by the National Geodetic Survey in June 1991..
 JZ2345
 JZ2345.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2345.See file dsdata.txt to determine how the superseded data were derived.
 JZ2345
 JZ2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ960837(NAD 83)
 JZ2345_MARKER: DB = BENCH MARK DISK
 JZ2345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2345_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 JZ2583 ***********************************************************************
 JZ2583  DESIGNATION -  P 239
 JZ2583  PID         -  JZ2583
 JZ2583  STATE/COUNTY-  IN/SHELBY
 JZ2583  USGS QUAD   -  MORRISTOWN (1956)
 JZ2583
 JZ2583                         *CURRENT SURVEY CONTROL
 JZ2583  ___________________________________________________________________
 JZ2583* NAD 83(1986)-  39 40 39.     (N)    085 42 50.     (W)     SCALED    
 JZ2583* NAVD 88     -       253.334  (meters)     831.15   (feet)  ADJUSTED  
 JZ2583  ___________________________________________________________________
 JZ2583  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ2583  DYNAMIC HT  -         253.187 (meters)     830.66  (feet)  COMP
 JZ2583  MODELED GRAV-     980,038.7   (mgal)                       NAVD 88
 JZ2583
 JZ2583  VERT ORDER  -  SECOND    CLASS 0
 JZ2583
 JZ2583.The horizontal coordinates were scaled from a topographic map and have
 JZ2583.an estimated accuracy of +/- 6 seconds.
 JZ2583
 JZ2583.The orthometric height was determined by differential leveling
 JZ2583.and adjusted by the National Geodetic Survey in June 1991..
 JZ2583
 JZ2583.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2583.See file dsdata.txt to determine how the superseded data were derived.
 JZ2583
 JZ2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ102927(NAD 83)
 JZ2583_MARKER: DB = BENCH MARK DISK
 JZ2583_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2583_SP_SET: BRIDGE
 JZ2583_STAMPING: P 239 1947
 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 = OCTOBER  6, 2006
 ME0669 ***********************************************************************
 ME0669  DESIGNATION -  P 24
 ME0669  PID         -  ME0669
 ME0669  STATE/COUNTY-  IN/JASPER
 ME0669  USGS QUAD   -  SAN PIERRE (1959)
 ME0669
 ME0669                         *CURRENT SURVEY CONTROL
 ME0669  ___________________________________________________________________
 ME0669* NAD 83(1986)-  41 11 38.     (N)    086 58 04.     (W)     SCALED    
 ME0669* NAVD 88     -       206.711  (meters)     678.18   (feet)  ADJUSTED  
 ME0669  ___________________________________________________________________
 ME0669  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ME0669  DYNAMIC HT  -         206.622 (meters)     677.89  (feet)  COMP
 ME0669  MODELED GRAV-     980,189.5   (mgal)                       NAVD 88
 ME0669
 ME0669  VERT ORDER  -  SECOND    CLASS 0
 ME0669
 ME0669.The horizontal coordinates were scaled from a topographic map and have
 ME0669.an estimated accuracy of +/- 6 seconds.
 ME0669
 ME0669.The orthometric height was determined by differential leveling
 ME0669.and adjusted by the National Geodetic Survey in June 1991..
 ME0669
 ME0669.The geoid height was determined by GEOID03.
 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     -   660,100.      909,690.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0669.See file dsdata.txt to determine how the superseded data were derived.
 ME0669
 ME0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL027602(NAD 83)
 ME0669_MARKER: DB = BENCH MARK DISK
 ME0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0669_STAMPING: P 24 1934
 ME0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0669+STABILITY: SURFACE MOTION
 ME0669
 ME0669  HISTORY     - Date     Condition        Report By
 ME0669  HISTORY     - 1934     MONUMENTED       CGS
 ME0669  HISTORY     - 1973     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2443 ***********************************************************************
 JZ2443  DESIGNATION -  P 240
 JZ2443  PID         -  JZ2443
 JZ2443  STATE/COUNTY-  IN/MADISON
 JZ2443  USGS QUAD   -  PENDLETON (1966)
 JZ2443
 JZ2443                         *CURRENT SURVEY CONTROL
 JZ2443  ___________________________________________________________________
 JZ2443* NAD 83(1986)-  39 56 42.     (N)    085 43 48.     (W)     SCALED    
 JZ2443* NAVD 88     -       273.785  (meters)     898.24   (feet)  ADJUSTED  
 JZ2443  ___________________________________________________________________
 JZ2443  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ2443  DYNAMIC HT  -         273.632 (meters)     897.74  (feet)  COMP
 JZ2443  MODELED GRAV-     980,059.8   (mgal)                       NAVD 88
 JZ2443
 JZ2443  VERT ORDER  -  SECOND    CLASS 0
 JZ2443
 JZ2443.The horizontal coordinates were scaled from a topographic map and have
 JZ2443.an estimated accuracy of +/- 6 seconds.
 JZ2443
 JZ2443.The orthometric height was determined by differential leveling
 JZ2443.and adjusted by the National Geodetic Survey in June 1991..
 JZ2443
 JZ2443.The geoid height was determined by GEOID03.
 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     -   521,410.       94,590.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2443.See file dsdata.txt to determine how the superseded data were derived.
 JZ2443
 JZ2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK084224(NAD 83)
 JZ2443_MARKER: DB = BENCH MARK DISK
 JZ2443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2443_STAMPING: P 240 1947
 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 = OCTOBER  6, 2006
 JZ2449 ***********************************************************************
 JZ2449  DESIGNATION -  P 241
 JZ2449  PID         -  JZ2449
 JZ2449  STATE/COUNTY-  IN/HANCOCK
 JZ2449  USGS QUAD   -  INGALLS (1981)
 JZ2449
 JZ2449                         *CURRENT SURVEY CONTROL
 JZ2449  ___________________________________________________________________
 JZ2449* NAD 83(1986)-  39 54 02.     (N)    085 47 38.     (W)     SCALED    
 JZ2449* NAVD 88     -       267.902  (meters)     878.94   (feet)  ADJUSTED  
 JZ2449  ___________________________________________________________________
 JZ2449  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ2449  DYNAMIC HT  -         267.751 (meters)     878.45  (feet)  COMP
 JZ2449  MODELED GRAV-     980,055.8   (mgal)                       NAVD 88
 JZ2449
 JZ2449  VERT ORDER  -  SECOND    CLASS 0
 JZ2449
 JZ2449.The horizontal coordinates were scaled from a topographic map and have
 JZ2449.an estimated accuracy of +/- 6 seconds.
 JZ2449
 JZ2449.The orthometric height was determined by differential leveling
 JZ2449.and adjusted by the National Geodetic Survey in June 1991..
 JZ2449
 JZ2449.The geoid height was determined by GEOID03.
 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     -   516,480.       89,120.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2449.See file dsdata.txt to determine how the superseded data were derived.
 JZ2449
 JZ2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK031174(NAD 83)
 JZ2449_MARKER: DB = BENCH MARK DISK
 JZ2449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2449_STAMPING: P 241 1947
 JZ2449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2449+STABILITY: SURFACE MOTION
 JZ2449
 JZ2449  HISTORY     - Date     Condition        Report By
 JZ2449  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2544 ***********************************************************************
 JZ2544  DESIGNATION -  P 242
 JZ2544  PID         -  JZ2544
 JZ2544  STATE/COUNTY-  IN/HANCOCK
 JZ2544  USGS QUAD   -  MORRISTOWN (1956)
 JZ2544
 JZ2544                         *CURRENT SURVEY CONTROL
 JZ2544  ___________________________________________________________________
 JZ2544* NAD 83(1986)-  39 42 49.     (N)    085 41 16.     (W)     SCALED    
 JZ2544* NAVD 88     -       259.185  (meters)     850.34   (feet)  ADJUSTED  
 JZ2544  ___________________________________________________________________
 JZ2544  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ2544  DYNAMIC HT  -         259.035 (meters)     849.85  (feet)  COMP
 JZ2544  MODELED GRAV-     980,040.5   (mgal)                       NAVD 88
 JZ2544
 JZ2544  VERT ORDER  -  SECOND    CLASS 0
 JZ2544
 JZ2544.The horizontal coordinates were scaled from a topographic map and have
 JZ2544.an estimated accuracy of +/- 6 seconds.
 JZ2544
 JZ2544.The orthometric height was determined by differential leveling
 JZ2544.and adjusted by the National Geodetic Survey in June 1991..
 JZ2544
 JZ2544.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2544.See file dsdata.txt to determine how the superseded data were derived.
 JZ2544
 JZ2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ124967(NAD 83)
 JZ2544_MARKER: DB = BENCH MARK DISK
 JZ2544_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2544_SP_SET: BRIDGE
 JZ2544_STAMPING: P 242 1947
 JZ2544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2544
 JZ2544  HISTORY     - Date     Condition        Report By
 JZ2544  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5117 ***********************************************************************
 AE5117  DESIGNATION -  P 242 RESET
 AE5117  PID         -  AE5117
 AE5117  STATE/COUNTY-  IN/HANCOCK
 AE5117  USGS QUAD   -  MORRISTOWN (1956)
 AE5117
 AE5117                         *CURRENT SURVEY CONTROL
 AE5117  ___________________________________________________________________
 AE5117* NAD 83(1986)-  39 42 49.     (N)    085 41 16.     (W)     SCALED    
 AE5117* NAVD 88     -       258.65   (meters)     848.6    (feet)  RESET     
 AE5117  ___________________________________________________________________
 AE5117  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 AE5117
 AE5117  VERT ORDER  -  THIRD
 AE5117
 AE5117.The horizontal coordinates were scaled from a topographic map and have
 AE5117.an estimated accuracy of +/- 6 seconds.
 AE5117
 AE5117.The orthometric height was computed from unverified reset data.
 AE5117
 AE5117.The geoid height was determined by GEOID03.
 AE5117
 AE5117;                    North         East    Units  Estimated Accuracy
 AE5117;SPC IN E     -   495,720.       98,190.      MT  (+/- 180 meters Scaled)
 AE5117
 AE5117                          SUPERSEDED SURVEY CONTROL
 AE5117
 AE5117.No superseded survey control is available for this station.
 AE5117
 AE5117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ124967(NAD 83)
 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
 AE5117  HISTORY     - Date     Condition        Report By
 AE5117  HISTORY     - 1996     MONUMENTED       LOCENG
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2510 ***********************************************************************
 JZ2510  DESIGNATION -  P 243
 JZ2510  PID         -  JZ2510
 JZ2510  STATE/COUNTY-  IN/HANCOCK
 JZ2510  USGS QUAD   -  GREENFIELD (1983)
 JZ2510
 JZ2510                         *CURRENT SURVEY CONTROL
 JZ2510  ___________________________________________________________________
 JZ2510* NAD 83(1986)-  39 46 57.     (N)    085 49 19.     (W)     SCALED    
 JZ2510* NAVD 88     -       260.639  (meters)     855.11   (feet)  ADJUSTED  
 JZ2510  ___________________________________________________________________
 JZ2510  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ2510  DYNAMIC HT  -         260.489 (meters)     854.62  (feet)  COMP
 JZ2510  MODELED GRAV-     980,045.5   (mgal)                       NAVD 88
 JZ2510
 JZ2510  VERT ORDER  -  SECOND    CLASS 0
 JZ2510
 JZ2510.The horizontal coordinates were scaled from a topographic map and have
 JZ2510.an estimated accuracy of +/- 6 seconds.
 JZ2510
 JZ2510.The orthometric height was determined by differential leveling
 JZ2510.and adjusted by the National Geodetic Survey in June 1991..
 JZ2510
 JZ2510.The geoid height was determined by GEOID03.
 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     -   503,380.       86,700.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2510.See file dsdata.txt to determine how the superseded data were derived.
 JZ2510
 JZ2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK008042(NAD 83)
 JZ2510_MARKER: DB = BENCH MARK DISK
 JZ2510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2510_SP_SET: CULVERT
 JZ2510_STAMPING: P 243 1947
 JZ2510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2510
 JZ2510  HISTORY     - Date     Condition        Report By
 JZ2510  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2618 ***********************************************************************
 JZ2618  DESIGNATION -  P 244
 JZ2618  PID         -  JZ2618
 JZ2618  STATE/COUNTY-  IN/RUSH
 JZ2618  USGS QUAD   -  CARTHAGE (1988)
 JZ2618
 JZ2618                         *CURRENT SURVEY CONTROL
 JZ2618  ___________________________________________________________________
 JZ2618* NAD 83(1986)-  39 41 01.     (N)    085 34 34.     (W)     SCALED    
 JZ2618* NAVD 88     -       287.417  (meters)     942.97   (feet)  ADJUSTED  
 JZ2618  ___________________________________________________________________
 JZ2618  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ2618  DYNAMIC HT  -         287.250 (meters)     942.42  (feet)  COMP
 JZ2618  MODELED GRAV-     980,037.8   (mgal)                       NAVD 88
 JZ2618
 JZ2618  VERT ORDER  -  SECOND    CLASS 0
 JZ2618
 JZ2618.The horizontal coordinates were scaled from a topographic map and have
 JZ2618.an estimated accuracy of +/- 6 seconds.
 JZ2618
 JZ2618.The orthometric height was determined by differential leveling
 JZ2618.and adjusted by the National Geodetic Survey in June 1991..
 JZ2618
 JZ2618.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2618.See file dsdata.txt to determine how the superseded data were derived.
 JZ2618
 JZ2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ221936(NAD 83)
 JZ2618_MARKER: DB = BENCH MARK DISK
 JZ2618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2618_STAMPING: P 244 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2354 ***********************************************************************
 JZ2354  DESIGNATION -  P 245
 JZ2354  PID         -  JZ2354
 JZ2354  STATE/COUNTY-  IN/MARION
 JZ2354  USGS QUAD   -  ACTON (1981)
 JZ2354
 JZ2354                         *CURRENT SURVEY CONTROL
 JZ2354  ___________________________________________________________________
 JZ2354* NAD 83(1986)-  39 39 51.     (N)    085 58 56.     (W)     SCALED    
 JZ2354* NAVD 88     -       245.133  (meters)     804.24   (feet)  ADJUSTED  
 JZ2354  ___________________________________________________________________
 JZ2354  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JZ2354  DYNAMIC HT  -         244.994 (meters)     803.78  (feet)  COMP
 JZ2354  MODELED GRAV-     980,053.0   (mgal)                       NAVD 88
 JZ2354
 JZ2354  VERT ORDER  -  FIRST     CLASS II
 JZ2354
 JZ2354.The horizontal coordinates were scaled from a topographic map and have
 JZ2354.an estimated accuracy of +/- 6 seconds.
 JZ2354
 JZ2354.The orthometric height was determined by differential leveling
 JZ2354.and adjusted by the National Geodetic Survey in June 1991..
 JZ2354
 JZ2354.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2354.See file dsdata.txt to determine how the superseded data were derived.
 JZ2354
 JZ2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ873909(NAD 83)
 JZ2354_MARKER: DB = BENCH MARK DISK
 JZ2354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2354_SP_SET: CONCRETE POST
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 LA1109 ***********************************************************************
 LA1109  DESIGNATION -  P 246
 LA1109  PID         -  LA1109
 LA1109  STATE/COUNTY-  IN/RANDOLPH
 LA1109  USGS QUAD   -  MODOC (1969)
 LA1109
 LA1109                         *CURRENT SURVEY CONTROL
 LA1109  ___________________________________________________________________
 LA1109* NAD 83(1986)-  40 03 44.     (N)    085 08 43.     (W)     SCALED    
 LA1109* NAVD 88     -       354.177  (meters)    1162.00   (feet)  ADJUSTED  
 LA1109  ___________________________________________________________________
 LA1109  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 LA1109  DYNAMIC HT  -         353.985 (meters)    1161.37  (feet)  COMP
 LA1109  MODELED GRAV-     980,071.1   (mgal)                       NAVD 88
 LA1109
 LA1109  VERT ORDER  -  SECOND    CLASS 0
 LA1109
 LA1109.The horizontal coordinates were scaled from a topographic map and have
 LA1109.an estimated accuracy of +/- 6 seconds.
 LA1109
 LA1109.The orthometric height was determined by differential leveling
 LA1109.and adjusted by the National Geodetic Survey in June 1991..
 LA1109
 LA1109.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1109.See file dsdata.txt to determine how the superseded data were derived.
 LA1109
 LA1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK581363(NAD 83)
 LA1109_MARKER: DB = BENCH MARK DISK
 LA1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1109_STAMPING: P 246 1947
 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 = OCTOBER  6, 2006
 LA1129 ***********************************************************************
 LA1129  DESIGNATION -  P 247
 LA1129  PID         -  LA1129
 LA1129  STATE/COUNTY-  IN/HENRY
 LA1129  USGS QUAD   -  SULPHUR SPRINGS (1994)
 LA1129
 LA1129                         *CURRENT SURVEY CONTROL
 LA1129  ___________________________________________________________________
 LA1129* NAD 83(1986)-  40 03 19.     (N)    085 26 34.     (W)     SCALED    
 LA1129* NAVD 88     -       309.840  (meters)    1016.53   (feet)  ADJUSTED  
 LA1129  ___________________________________________________________________
 LA1129  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 LA1129  DYNAMIC HT  -         309.672 (meters)    1015.98  (feet)  COMP
 LA1129  MODELED GRAV-     980,074.3   (mgal)                       NAVD 88
 LA1129
 LA1129  VERT ORDER  -  SECOND    CLASS 0
 LA1129
 LA1129.The horizontal coordinates were scaled from a topographic map and have
 LA1129.an estimated accuracy of +/- 6 seconds.
 LA1129
 LA1129.The orthometric height was determined by differential leveling
 LA1129.and adjusted by the National Geodetic Survey in June 1991..
 LA1129
 LA1129.The geoid height was determined by GEOID03.
 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     -   533,680.      119,100.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1129.See file dsdata.txt to determine how the superseded data were derived.
 LA1129
 LA1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK328350(NAD 83)
 LA1129_MARKER: DB = BENCH MARK DISK
 LA1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1129_STAMPING: P 247 1947
 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 = OCTOBER  6, 2006
 LA2483 ***********************************************************************
 LA2483  DESIGNATION -  P 247 RESET
 LA2483  PID         -  LA2483
 LA2483  STATE/COUNTY-  IN/HENRY
 LA2483  USGS QUAD   -  SULPHUR SPRINGS (1994)
 LA2483
 LA2483                         *CURRENT SURVEY CONTROL
 LA2483  ___________________________________________________________________
 LA2483* NAD 83(1986)-  40 03 19.     (N)    085 26 34.     (W)     SCALED    
 LA2483* NAVD 88     -       196.47   (+/-2cm)     644.6    (feet)  VERTCON   
 LA2483  ___________________________________________________________________
 LA2483  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 LA2483
 LA2483  VERT ORDER  -  THIRD (See Below)
 LA2483
 LA2483.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 LA2483
 LA2483.The geoid height was determined by GEOID03.
 LA2483
 LA2483;                    North         East    Units  Estimated Accuracy
 LA2483;SPC IN E     -   533,680.      119,100.      MT  (+/- 180 meters Scaled)
 LA2483
 LA2483                          SUPERSEDED SURVEY CONTROL
 LA2483
 LA2483  NGVD 29 (04/16/04)  196.60   (m)          645.0    (f) RESET       3  
 LA2483
 LA2483.Superseded values are not recommended for survey control.
 LA2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2483.See file dsdata.txt to determine how the superseded data were derived.
 LA2483
 LA2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK328350(NAD 83)
 LA2483_MARKER: DD = SURVEY DISK
 LA2483_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LA2483+WITH SETTING: PAVEMENT
 LA2483_SP_SET: STEP
 LA2483_STAMPING: P 247 RESET 1983
 LA2483_MARK LOGO: NGS   
 LA2483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2483+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 JZ1690 ***********************************************************************
 JZ1690  DESIGNATION -  P 248
 JZ1690  PID         -  JZ1690
 JZ1690  STATE/COUNTY-  IN/HENRY
 JZ1690  USGS QUAD   -  NEW CASTLE WEST (1981)
 JZ1690
 JZ1690                         *CURRENT SURVEY CONTROL
 JZ1690  ___________________________________________________________________
 JZ1690* NAD 83(1986)-  39 59 25.     (N)    085 28 49.     (W)     SCALED    
 JZ1690* NAVD 88     -       322.655  (meters)    1058.58   (feet)  ADJUSTED  
 JZ1690  ___________________________________________________________________
 JZ1690  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JZ1690  DYNAMIC HT  -         322.476 (meters)    1057.99  (feet)  COMP
 JZ1690  MODELED GRAV-     980,063.4   (mgal)                       NAVD 88
 JZ1690
 JZ1690  VERT ORDER  -  SECOND    CLASS 0
 JZ1690
 JZ1690.The horizontal coordinates were scaled from a topographic map and have
 JZ1690.an estimated accuracy of +/- 6 seconds.
 JZ1690
 JZ1690.The orthometric height was determined by differential leveling
 JZ1690.and adjusted by the National Geodetic Survey in June 1991..
 JZ1690
 JZ1690.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1690.See file dsdata.txt to determine how the superseded data were derived.
 JZ1690
 JZ1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK297277(NAD 83)
 JZ1690_MARKER: DB = BENCH MARK DISK
 JZ1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1690_STAMPING: P 248 1947
 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 = OCTOBER  6, 2006
 LA1140 ***********************************************************************
 LA1140  DESIGNATION -  P 249
 LA1140  PID         -  LA1140
 LA1140  STATE/COUNTY-  IN/DELAWARE
 LA1140  USGS QUAD   -  MODOC (1969)
 LA1140
 LA1140                         *CURRENT SURVEY CONTROL
 LA1140  ___________________________________________________________________
 LA1140* NAD 83(1986)-  40 06 03.     (N)    085 14 00.     (W)     SCALED    
 LA1140* NAVD 88     -       315.861  (meters)    1036.29   (feet)  ADJUSTED  
 LA1140  ___________________________________________________________________
 LA1140  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 LA1140  DYNAMIC HT  -         315.689 (meters)    1035.72  (feet)  COMP
 LA1140  MODELED GRAV-     980,075.1   (mgal)                       NAVD 88
 LA1140
 LA1140  VERT ORDER  -  SECOND    CLASS 0
 LA1140
 LA1140.The horizontal coordinates were scaled from a topographic map and have
 LA1140.an estimated accuracy of +/- 6 seconds.
 LA1140
 LA1140.The orthometric height was determined by differential leveling
 LA1140.and adjusted by the National Geodetic Survey in June 1991..
 LA1140
 LA1140.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1140.See file dsdata.txt to determine how the superseded data were derived.
 LA1140
 LA1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK505404(NAD 83)
 LA1140_MARKER: DB = BENCH MARK DISK
 LA1140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1140_SP_SET: BRIDGE
 LA1140_STAMPING: P 249 1947
 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 = OCTOBER  6, 2006
 LA1155 ***********************************************************************
 LA1155  DESIGNATION -  P 250
 LA1155  PID         -  LA1155
 LA1155  STATE/COUNTY-  IN/DELAWARE
 LA1155  USGS QUAD   -  MUNCIE WEST (1992)
 LA1155
 LA1155                         *CURRENT SURVEY CONTROL
 LA1155  ___________________________________________________________________
 LA1155* NAD 83(1986)-  40 08 45.     (N)    085 22 45.     (W)     SCALED    
 LA1155* NAVD 88     -       292.327  (meters)     959.08   (feet)  ADJUSTED  
 LA1155  ___________________________________________________________________
 LA1155  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 LA1155  DYNAMIC HT  -         292.170 (meters)     958.56  (feet)  COMP
 LA1155  MODELED GRAV-     980,079.0   (mgal)                       NAVD 88
 LA1155
 LA1155  VERT ORDER  -  SECOND    CLASS 0
 LA1155
 LA1155.The horizontal coordinates were scaled from a topographic map and have
 LA1155.an estimated accuracy of +/- 6 seconds.
 LA1155
 LA1155.The orthometric height was determined by differential leveling
 LA1155.and adjusted by the National Geodetic Survey in June 1991..
 LA1155
 LA1155.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1155.See file dsdata.txt to determine how the superseded data were derived.
 LA1155
 LA1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK380452(NAD 83)
 LA1155_MARKER: DB = BENCH MARK DISK
 LA1155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1155_SP_SET: CULVERT
 LA1155_STAMPING: P 250 1947
 LA1155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1636 ***********************************************************************
 JZ1636  DESIGNATION -  P 251
 JZ1636  PID         -  JZ1636
 JZ1636  STATE/COUNTY-  IN/HENRY
 JZ1636  USGS QUAD   -  DUNREITH (1983)
 JZ1636
 JZ1636                         *CURRENT SURVEY CONTROL
 JZ1636  ___________________________________________________________________
 JZ1636* NAD 83(1986)-  39 49 51.     (N)    085 26 01.     (W)     SCALED    
 JZ1636* NAVD 88     -       320.579  (meters)    1051.77   (feet)  ADJUSTED  
 JZ1636  ___________________________________________________________________
 JZ1636  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JZ1636  DYNAMIC HT  -         320.396 (meters)    1051.17  (feet)  COMP
 JZ1636  MODELED GRAV-     980,048.9   (mgal)                       NAVD 88
 JZ1636
 JZ1636  VERT ORDER  -  SECOND    CLASS 0
 JZ1636
 JZ1636.The horizontal coordinates were scaled from a topographic map and have
 JZ1636.an estimated accuracy of +/- 6 seconds.
 JZ1636
 JZ1636.The orthometric height was determined by differential leveling
 JZ1636.and adjusted by the National Geodetic Survey in June 1991..
 JZ1636
 JZ1636.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1636.See file dsdata.txt to determine how the superseded data were derived.
 JZ1636
 JZ1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK340101(NAD 83)
 JZ1636_MARKER: DB = BENCH MARK DISK
 JZ1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1636_STAMPING: P 251 1947
 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 = OCTOBER  6, 2006
 JZ2431 ***********************************************************************
 JZ2431  DESIGNATION -  P 252
 JZ2431  PID         -  JZ2431
 JZ2431  STATE/COUNTY-  IN/HENRY
 JZ2431  USGS QUAD   -  KNIGHTSTOWN (1981)
 JZ2431
 JZ2431                         *CURRENT SURVEY CONTROL
 JZ2431  ___________________________________________________________________
 JZ2431* NAD 83(1986)-  39 48 09.     (N)    085 30 15.     (W)     SCALED    
 JZ2431* NAVD 88     -       280.966  (meters)     921.80   (feet)  ADJUSTED  
 JZ2431  ___________________________________________________________________
 JZ2431  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JZ2431  DYNAMIC HT  -         280.806 (meters)     921.28  (feet)  COMP
 JZ2431  MODELED GRAV-     980,047.7   (mgal)                       NAVD 88
 JZ2431
 JZ2431  VERT ORDER  -  SECOND    CLASS 0
 JZ2431
 JZ2431.The horizontal coordinates were scaled from a topographic map and have
 JZ2431.an estimated accuracy of +/- 6 seconds.
 JZ2431
 JZ2431.The orthometric height was determined by differential leveling
 JZ2431.and adjusted by the National Geodetic Survey in June 1991..
 JZ2431
 JZ2431.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2431.See file dsdata.txt to determine how the superseded data were derived.
 JZ2431
 JZ2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK280069(NAD 83)
 JZ2431_MARKER: DB = BENCH MARK DISK
 JZ2431_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2431_SP_SET: BRIDGE
 JZ2431_STAMPING: P 252 1947
 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 = OCTOBER  6, 2006
 JZ1544 ***********************************************************************
 JZ1544  DESIGNATION -  P 253
 JZ1544  PID         -  JZ1544
 JZ1544  STATE/COUNTY-  IN/HENRY
 JZ1544  USGS QUAD   -  LEWISVILLE (1970)
 JZ1544
 JZ1544                         *CURRENT SURVEY CONTROL
 JZ1544  ___________________________________________________________________
 JZ1544* NAD 83(1986)-  39 49 21.     (N)    085 15 45.     (W)     SCALED    
 JZ1544* NAVD 88     -       323.025  (meters)    1059.79   (feet)  ADJUSTED  
 JZ1544  ___________________________________________________________________
 JZ1544  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JZ1544  DYNAMIC HT  -         322.838 (meters)    1059.18  (feet)  COMP
 JZ1544  MODELED GRAV-     980,038.1   (mgal)                       NAVD 88
 JZ1544
 JZ1544  VERT ORDER  -  SECOND    CLASS 0
 JZ1544
 JZ1544.The horizontal coordinates were scaled from a topographic map and have
 JZ1544.an estimated accuracy of +/- 6 seconds.
 JZ1544
 JZ1544.The orthometric height was determined by differential leveling
 JZ1544.and adjusted by the National Geodetic Survey in June 1991..
 JZ1544
 JZ1544.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1544.See file dsdata.txt to determine how the superseded data were derived.
 JZ1544
 JZ1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK487095(NAD 83)
 JZ1544_MARKER: DB = BENCH MARK DISK
 JZ1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1544_STAMPING: P 253 1947
 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 = OCTOBER  6, 2006
 JZ1575 ***********************************************************************
 JZ1575  DESIGNATION -  P 254
 JZ1575  PID         -  JZ1575
 JZ1575  STATE/COUNTY-  IN/WAYNE
 JZ1575  USGS QUAD   -  JACKSONBURG (1981)
 JZ1575
 JZ1575                         *CURRENT SURVEY CONTROL
 JZ1575  ___________________________________________________________________
 JZ1575* NAD 83(1986)-  39 51 38.     (N)    085 06 26.     (W)     SCALED    
 JZ1575* NAVD 88     -       302.770  (meters)     993.34   (feet)  ADJUSTED  
 JZ1575  ___________________________________________________________________
 JZ1575  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JZ1575  DYNAMIC HT  -         302.597 (meters)     992.77  (feet)  COMP
 JZ1575  MODELED GRAV-     980,047.5   (mgal)                       NAVD 88
 JZ1575
 JZ1575  VERT ORDER  -  SECOND    CLASS 0
 JZ1575
 JZ1575.The horizontal coordinates were scaled from a topographic map and have
 JZ1575.an estimated accuracy of +/- 6 seconds.
 JZ1575
 JZ1575.The orthometric height was determined by differential leveling
 JZ1575.and adjusted by the National Geodetic Survey in June 1991..
 JZ1575
 JZ1575.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1575.See file dsdata.txt to determine how the superseded data were derived.
 JZ1575
 JZ1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK619139(NAD 83)
 JZ1575_MARKER: DB = BENCH MARK DISK
 JZ1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1575_STAMPING: P 254 1947
 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 = OCTOBER  6, 2006
 JZ1200 ***********************************************************************
 JZ1200  DESIGNATION -  P 255
 JZ1200  PID         -  JZ1200
 JZ1200  STATE/COUNTY-  IN/WAYNE
 JZ1200  USGS QUAD   -  RICHMOND (1981)
 JZ1200
 JZ1200                         *CURRENT SURVEY CONTROL
 JZ1200  ___________________________________________________________________
 JZ1200* NAD 83(1986)-  39 46 52.     (N)    084 57 42.     (W)     SCALED    
 JZ1200* NAVD 88     -       297.464  (meters)     975.93   (feet)  ADJUSTED  
 JZ1200  ___________________________________________________________________
 JZ1200  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JZ1200  DYNAMIC HT  -         297.293 (meters)     975.37  (feet)  COMP
 JZ1200  MODELED GRAV-     980,043.2   (mgal)                       NAVD 88
 JZ1200
 JZ1200  VERT ORDER  -  SECOND    CLASS 0
 JZ1200
 JZ1200.The horizontal coordinates were scaled from a topographic map and have
 JZ1200.an estimated accuracy of +/- 6 seconds.
 JZ1200
 JZ1200.The orthometric height was determined by differential leveling
 JZ1200.and adjusted by the National Geodetic Survey in June 1991..
 JZ1200
 JZ1200.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1200.See file dsdata.txt to determine how the superseded data were derived.
 JZ1200
 JZ1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK745054(NAD 83)
 JZ1200_MARKER: DB = BENCH MARK DISK
 JZ1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1200_STAMPING: P 255 1947
 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 = OCTOBER  6, 2006
 JZ2299 ***********************************************************************
 JZ2299  DESIGNATION -  P 256
 JZ2299  PID         -  JZ2299
 JZ2299  STATE/COUNTY-  IN/DECATUR
 JZ2299  USGS QUAD   -  ADAMS (1993)
 JZ2299
 JZ2299                         *CURRENT SURVEY CONTROL
 JZ2299  ___________________________________________________________________
 JZ2299* NAD 83(1986)-  39 26 18.     (N)    085 36 03.     (W)     SCALED    
 JZ2299* NAVD 88     -       269.676  (meters)     884.76   (feet)  ADJUSTED  
 JZ2299  ___________________________________________________________________
 JZ2299  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ2299  DYNAMIC HT  -         269.512 (meters)     884.22  (feet)  COMP
 JZ2299  MODELED GRAV-     980,011.3   (mgal)                       NAVD 88
 JZ2299
 JZ2299  VERT ORDER  -  SECOND    CLASS 0
 JZ2299
 JZ2299.The horizontal coordinates were scaled from a topographic map and have
 JZ2299.an estimated accuracy of +/- 6 seconds.
 JZ2299
 JZ2299.The orthometric height was determined by differential leveling
 JZ2299.and adjusted by the National Geodetic Survey in June 1991..
 JZ2299
 JZ2299.The geoid height was determined by GEOID03.
 JZ2299
 JZ2299.The dynamic height is computed by dividing the NAVD 88
 JZ2299.geopotential number by the normal gravity value computed on the
 JZ2299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2299.degrees latitude (g = 980.6199 gals.).
 JZ2299
 JZ2299.The modeled gravity was interpolated from observed gravity values.
 JZ2299
 JZ2299;                    North         East    Units  Estimated Accuracy
 JZ2299;SPC IN E     -   465,160.      105,670.      MT  (+/- 180 meters Scaled)
 JZ2299
 JZ2299                          SUPERSEDED SURVEY CONTROL
 JZ2299
 JZ2299  NGVD 29 (??/??/92)  269.791  (m)          885.14   (f) ADJ UNCH    2 0
 JZ2299
 JZ2299.Superseded values are not recommended for survey control.
 JZ2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2299.See file dsdata.txt to determine how the superseded data were derived.
 JZ2299
 JZ2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ204663(NAD 83)
 JZ2299_MARKER: DB = BENCH MARK DISK
 JZ2299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2299_STAMPING: P 256 1947
 JZ2299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2299+STABILITY: SURFACE MOTION
 JZ2299
 JZ2299  HISTORY     - Date     Condition        Report By
 JZ2299  HISTORY     - 1947     MONUMENTED       CGS
 JZ2299
 JZ2299                          STATION DESCRIPTION
 JZ2299
 JZ2299'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2299'0.2 MI NW FROM ST OMER.
 JZ2299'ABOUT 0.2 MILE NORTHWEST ALONG STATE HIGHWAY 29 FROM THE JUNCTION
 JZ2299'OF A BLACK TOP ROAD LEADING TO ST. PAUL, ABOUT 100 YARDS NORTHWEST
 JZ2299'OF THE ST. OMER CITY LIMIT SIGN, AT THE JUNCTION OF A GRAVEL
 JZ2299'ROAD LEADING NORTH, 185 FEET SOUTHEAST OF THE PROLONGED CENTER
 JZ2299'LINE OF A GRAVEL ROAD SOUTH, 54 FEET WEST OF THE CENTER LINE
 JZ2299'OF THE GRAVEL ROAD NORTH, 6 FEET NORTH OF A TELEPHONE POLE, 1
 JZ2299'FOOT SOUTHWEST OF THE FENCE LINE, 30 FEET NORTHEAST OF THE CENTER
 JZ2299'LINE OF THE HIGHWAY, 1.5 FEET NORTHWEST OF A WHITE WOODEN
 JZ2299'WITNESS POST, 1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 JZ2299'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1926 ***********************************************************************
 JZ1926  DESIGNATION -  P 257
 JZ1926  PID         -  JZ1926
 JZ1926  STATE/COUNTY-  IN/RUSH
 JZ1926  USGS QUAD   -  MILROY (1993)
 JZ1926
 JZ1926                         *CURRENT SURVEY CONTROL
 JZ1926  ___________________________________________________________________
 JZ1926* NAD 83(1986)-  39 28 56.     (N)    085 28 43.     (W)     SCALED    
 JZ1926* NAVD 88     -       285.038  (meters)     935.16   (feet)  ADJUSTED  
 JZ1926  ___________________________________________________________________
 JZ1926  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ1926  DYNAMIC HT  -         284.864 (meters)     934.59  (feet)  COMP
 JZ1926  MODELED GRAV-     980,006.9   (mgal)                       NAVD 88
 JZ1926
 JZ1926  VERT ORDER  -  SECOND    CLASS 0
 JZ1926
 JZ1926.The horizontal coordinates were scaled from a topographic map and have
 JZ1926.an estimated accuracy of +/- 6 seconds.
 JZ1926
 JZ1926.The orthometric height was determined by differential leveling
 JZ1926.and adjusted by the National Geodetic Survey in June 1991..
 JZ1926
 JZ1926.The geoid height was determined by GEOID03.
 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     -   470,050.      116,180.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1926.See file dsdata.txt to determine how the superseded data were derived.
 JZ1926
 JZ1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ308713(NAD 83)
 JZ1926_MARKER: DB = BENCH MARK DISK
 JZ1926_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1926_SP_SET: CULVERT
 JZ1926_STAMPING: P 257 1947
 JZ1926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1948 ***********************************************************************
 JZ1948  DESIGNATION -  P 258
 JZ1948  PID         -  JZ1948
 JZ1948  STATE/COUNTY-  IN/RUSH
 JZ1948  USGS QUAD   -  CLARKSBURG (1993)
 JZ1948
 JZ1948                         *CURRENT SURVEY CONTROL
 JZ1948  ___________________________________________________________________
 JZ1948* NAD 83(1986)-  39 28 01.     (N)    085 20 52.     (W)     SCALED    
 JZ1948* NAVD 88     -       316.233  (meters)    1037.51   (feet)  ADJUSTED  
 JZ1948  ___________________________________________________________________
 JZ1948  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ1948  DYNAMIC HT  -         316.038 (meters)    1036.87  (feet)  COMP
 JZ1948  MODELED GRAV-     980,002.9   (mgal)                       NAVD 88
 JZ1948
 JZ1948  VERT ORDER  -  SECOND    CLASS 0
 JZ1948
 JZ1948.The horizontal coordinates were scaled from a topographic map and have
 JZ1948.an estimated accuracy of +/- 6 seconds.
 JZ1948
 JZ1948.The orthometric height was determined by differential leveling
 JZ1948.and adjusted by the National Geodetic Survey in June 1991..
 JZ1948
 JZ1948.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1948.See file dsdata.txt to determine how the superseded data were derived.
 JZ1948
 JZ1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ421698(NAD 83)
 JZ1948_MARKER: DB = BENCH MARK DISK
 JZ1948_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1948_SP_SET: CULVERT
 JZ1948_STAMPING: P 258 1947
 JZ1948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1982 ***********************************************************************
 JZ1982  DESIGNATION -  P 259
 JZ1982  PID         -  JZ1982
 JZ1982  STATE/COUNTY-  IN/DECATUR
 JZ1982  USGS QUAD   -  NEW POINT (1993)
 JZ1982
 JZ1982                         *CURRENT SURVEY CONTROL
 JZ1982  ___________________________________________________________________
 JZ1982* NAD 83(1986)-  39 18 39.     (N)    085 19 32.     (W)     SCALED    
 JZ1982* NAVD 88     -       300.238  (meters)     985.03   (feet)  ADJUSTED  
 JZ1982  ___________________________________________________________________
 JZ1982  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ1982  DYNAMIC HT  -         300.050 (meters)     984.41  (feet)  COMP
 JZ1982  MODELED GRAV-     979,993.2   (mgal)                       NAVD 88
 JZ1982
 JZ1982  VERT ORDER  -  SECOND    CLASS 0
 JZ1982
 JZ1982.The horizontal coordinates were scaled from a topographic map and have
 JZ1982.an estimated accuracy of +/- 6 seconds.
 JZ1982
 JZ1982.The orthometric height was determined by differential leveling
 JZ1982.and adjusted by the National Geodetic Survey in June 1991..
 JZ1982
 JZ1982.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1982.See file dsdata.txt to determine how the superseded data were derived.
 JZ1982
 JZ1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ443526(NAD 83)
 JZ1982_MARKER: DB = BENCH MARK DISK
 JZ1982_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1982_SP_SET: CULVERT
 JZ1982_STAMPING: P 259 1947
 JZ1982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1867 ***********************************************************************
 LA1867  DESIGNATION -  P 26
 LA1867  PID         -  LA1867
 LA1867  STATE/COUNTY-  IN/GRANT
 LA1867  USGS QUAD   -  MARION (1992)
 LA1867
 LA1867                         *CURRENT SURVEY CONTROL
 LA1867  ___________________________________________________________________
 LA1867* NAD 83(1986)-  40 32 50.     (N)    085 39 19.     (W)     SCALED    
 LA1867* NAVD 88     -       249.082  (meters)     817.20   (feet)  ADJUSTED  
 LA1867  ___________________________________________________________________
 LA1867  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 LA1867  DYNAMIC HT  -         248.955 (meters)     816.78  (feet)  COMP
 LA1867  MODELED GRAV-     980,110.1   (mgal)                       NAVD 88
 LA1867
 LA1867  VERT ORDER  -  SECOND    CLASS 0
 LA1867
 LA1867.The horizontal coordinates were scaled from a topographic map and have
 LA1867.an estimated accuracy of +/- 6 seconds.
 LA1867
 LA1867.The orthometric height was determined by differential leveling
 LA1867.and adjusted by the National Geodetic Survey in June 1991..
 LA1867
 LA1867.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1867.See file dsdata.txt to determine how the superseded data were derived.
 LA1867
 LA1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK138893(NAD 83)
 LA1867_MARKER: DB = BENCH MARK DISK
 LA1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1867_STAMPING: P 26 1934
 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   NGS
 LA1867
 LA1867                          STATION DESCRIPTION
 LA1867
 LA1867'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1971 ***********************************************************************
 JZ1971  DESIGNATION -  P 260
 JZ1971  PID         -  JZ1971
 JZ1971  STATE/COUNTY-  IN/FRANKLIN
 JZ1971  USGS QUAD   -  METAMORA (1993)
 JZ1971
 JZ1971                         *CURRENT SURVEY CONTROL
 JZ1971  ___________________________________________________________________
 JZ1971* NAD 83(1986)-  39 24 06.     (N)    085 11 22.     (W)     SCALED    
 JZ1971* NAVD 88     -       297.000  (meters)     974.41   (feet)  ADJUSTED  
 JZ1971  ___________________________________________________________________
 JZ1971  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ1971  DYNAMIC HT  -         296.817 (meters)     973.81  (feet)  COMP
 JZ1971  MODELED GRAV-     980,003.3   (mgal)                       NAVD 88
 JZ1971
 JZ1971  VERT ORDER  -  SECOND    CLASS 0
 JZ1971
 JZ1971.The horizontal coordinates were scaled from a topographic map and have
 JZ1971.an estimated accuracy of +/- 6 seconds.
 JZ1971
 JZ1971.The orthometric height was determined by differential leveling
 JZ1971.and adjusted by the National Geodetic Survey in June 1991..
 JZ1971
 JZ1971.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1971.See file dsdata.txt to determine how the superseded data were derived.
 JZ1971
 JZ1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ558629(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1971
 JZ1971  HISTORY     - Date     Condition        Report By
 JZ1971  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2000 ***********************************************************************
 JZ2000  DESIGNATION -  P 261
 JZ2000  PID         -  JZ2000
 JZ2000  STATE/COUNTY-  IN/FRANKLIN
 JZ2000  USGS QUAD   -  METAMORA (1993)
 JZ2000
 JZ2000                         *CURRENT SURVEY CONTROL
 JZ2000  ___________________________________________________________________
 JZ2000* NAD 83(1986)-  39 25 32.     (N)    085 09 59.     (W)     SCALED    
 JZ2000* NAVD 88     -       285.698  (meters)     937.33   (feet)  ADJUSTED  
 JZ2000  ___________________________________________________________________
 JZ2000  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ2000  DYNAMIC HT  -         285.522 (meters)     936.75  (feet)  COMP
 JZ2000  MODELED GRAV-     980,002.7   (mgal)                       NAVD 88
 JZ2000
 JZ2000  VERT ORDER  -  SECOND    CLASS 0
 JZ2000
 JZ2000.The horizontal coordinates were scaled from a topographic map and have
 JZ2000.an estimated accuracy of +/- 6 seconds.
 JZ2000
 JZ2000.The orthometric height was determined by differential leveling
 JZ2000.and adjusted by the National Geodetic Survey in June 1991..
 JZ2000
 JZ2000.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2000.See file dsdata.txt to determine how the superseded data were derived.
 JZ2000
 JZ2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ578656(NAD 83)
 JZ2000_MARKER: DB = BENCH MARK DISK
 JZ2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2000_STAMPING: P 261 1947
 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 = OCTOBER  6, 2006
 JZ1985 ***********************************************************************
 JZ1985  DESIGNATION -  P 262
 JZ1985  PID         -  JZ1985
 JZ1985  STATE/COUNTY-  IN/FRANKLIN
 JZ1985  USGS QUAD   -  METAMORA (1993)
 JZ1985
 JZ1985                         *CURRENT SURVEY CONTROL
 JZ1985  ___________________________________________________________________
 JZ1985* NAD 83(1986)-  39 29 16.     (N)    085 14 28.     (W)     SCALED    
 JZ1985* NAVD 88     -       307.871  (meters)    1010.07   (feet)  ADJUSTED  
 JZ1985  ___________________________________________________________________
 JZ1985  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ1985  DYNAMIC HT  -         307.683 (meters)    1009.46  (feet)  COMP
 JZ1985  MODELED GRAV-     980,006.2   (mgal)                       NAVD 88
 JZ1985
 JZ1985  VERT ORDER  -  SECOND    CLASS 0
 JZ1985
 JZ1985.The horizontal coordinates were scaled from a topographic map and have
 JZ1985.an estimated accuracy of +/- 6 seconds.
 JZ1985
 JZ1985.The orthometric height was determined by differential leveling
 JZ1985.and adjusted by the National Geodetic Survey in June 1991..
 JZ1985
 JZ1985.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1985.See file dsdata.txt to determine how the superseded data were derived.
 JZ1985
 JZ1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ512723(NAD 83)
 JZ1985_MARKER: DB = BENCH MARK DISK
 JZ1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1985_STAMPING: P 262 1947
 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 = OCTOBER  6, 2006
 JZ1787 ***********************************************************************
 JZ1787  DESIGNATION -  P 263
 JZ1787  PID         -  JZ1787
 JZ1787  STATE/COUNTY-  IN/FAYETTE
 JZ1787  USGS QUAD   -  EVERTON (1993)
 JZ1787
 JZ1787                         *CURRENT SURVEY CONTROL
 JZ1787  ___________________________________________________________________
 JZ1787* NAD 83(1986)-  39 34 36.     (N)    085 03 26.     (W)     SCALED    
 JZ1787* NAVD 88     -       301.534  (meters)     989.28   (feet)  ADJUSTED  
 JZ1787  ___________________________________________________________________
 JZ1787  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JZ1787  DYNAMIC HT  -         301.351 (meters)     988.68  (feet)  COMP
 JZ1787  MODELED GRAV-     980,013.3   (mgal)                       NAVD 88
 JZ1787
 JZ1787  VERT ORDER  -  SECOND    CLASS 0
 JZ1787
 JZ1787.The horizontal coordinates were scaled from a topographic map and have
 JZ1787.an estimated accuracy of +/- 6 seconds.
 JZ1787
 JZ1787.The orthometric height was determined by differential leveling
 JZ1787.and adjusted by the National Geodetic Survey in June 1991..
 JZ1787
 JZ1787.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1787.See file dsdata.txt to determine how the superseded data were derived.
 JZ1787
 JZ1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ668825(NAD 83)
 JZ1787_MARKER: DB = BENCH MARK DISK
 JZ1787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1787_STAMPING: P 263 1947
 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 = OCTOBER  6, 2006
 JZ2014 ***********************************************************************
 JZ2014  DESIGNATION -  P 264
 JZ2014  PID         -  JZ2014
 JZ2014  STATE/COUNTY-  IN/FRANKLIN
 JZ2014  USGS QUAD   -  BATESVILLE (1993)
 JZ2014
 JZ2014                         *CURRENT SURVEY CONTROL
 JZ2014  ___________________________________________________________________
 JZ2014* NAD 83(1986)-  39 20 22.     (N)    085 07 42.     (W)     SCALED    
 JZ2014* NAVD 88     -       300.242  (meters)     985.04   (feet)  ADJUSTED  
 JZ2014  ___________________________________________________________________
 JZ2014  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ2014  DYNAMIC HT  -         300.054 (meters)     984.43  (feet)  COMP
 JZ2014  MODELED GRAV-     979,995.1   (mgal)                       NAVD 88
 JZ2014
 JZ2014  VERT ORDER  -  SECOND    CLASS 0
 JZ2014
 JZ2014.The horizontal coordinates were scaled from a topographic map and have
 JZ2014.an estimated accuracy of +/- 6 seconds.
 JZ2014
 JZ2014.The orthometric height was determined by differential leveling
 JZ2014.and adjusted by the National Geodetic Survey in June 1991..
 JZ2014
 JZ2014.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2014.See file dsdata.txt to determine how the superseded data were derived.
 JZ2014
 JZ2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ612561(NAD 83)
 JZ2014_MARKER: DB = BENCH MARK DISK
 JZ2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2014_STAMPING: P 264 1947
 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 = OCTOBER  6, 2006
 JZ0938 ***********************************************************************
 JZ0938  DESIGNATION -  P 265
 JZ0938  PID         -  JZ0938
 JZ0938  STATE/COUNTY-  IN/FRANKLIN
 JZ0938  USGS QUAD   -  WHITCOMB (1994)
 JZ0938
 JZ0938                         *CURRENT SURVEY CONTROL
 JZ0938  ___________________________________________________________________
 JZ0938* NAD 83(1986)-  39 25 03.     (N)    084 57 02.     (W)     SCALED    
 JZ0938* NAVD 88     -       285.556  (meters)     936.86   (feet)  ADJUSTED  
 JZ0938  ___________________________________________________________________
 JZ0938  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JZ0938  DYNAMIC HT  -         285.385 (meters)     936.30  (feet)  COMP
 JZ0938  MODELED GRAV-     980,020.8   (mgal)                       NAVD 88
 JZ0938
 JZ0938  VERT ORDER  -  SECOND    CLASS 0
 JZ0938
 JZ0938.The horizontal coordinates were scaled from a topographic map and have
 JZ0938.an estimated accuracy of +/- 6 seconds.
 JZ0938
 JZ0938.The orthometric height was determined by differential leveling
 JZ0938.and adjusted by the National Geodetic Survey in June 1991..
 JZ0938
 JZ0938.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0938.See file dsdata.txt to determine how the superseded data were derived.
 JZ0938
 JZ0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ764651(NAD 83)
 JZ0938_MARKER: DB = BENCH MARK DISK
 JZ0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0938_STAMPING: P 265 1947
 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 = OCTOBER  6, 2006
 JZ2272 ***********************************************************************
 JZ2272  DESIGNATION -  P 266
 JZ2272  PID         -  JZ2272
 JZ2272  STATE/COUNTY-  IN/DECATUR
 JZ2272  USGS QUAD   -  ADAMS (1993)
 JZ2272
 JZ2272                         *CURRENT SURVEY CONTROL
 JZ2272  ___________________________________________________________________
 JZ2272* NAD 83(1986)-  39 24 05.     (N)    085 37 15.     (W)     SCALED    
 JZ2272* NAVD 88     -       257.684  (meters)     845.42   (feet)  ADJUSTED  
 JZ2272  ___________________________________________________________________
 JZ2272  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ2272  DYNAMIC HT  -         257.527 (meters)     844.90  (feet)  COMP
 JZ2272  MODELED GRAV-     980,009.0   (mgal)                       NAVD 88
 JZ2272
 JZ2272  VERT ORDER  -  SECOND    CLASS 0
 JZ2272
 JZ2272.The horizontal coordinates were scaled from a topographic map and have
 JZ2272.an estimated accuracy of +/- 6 seconds.
 JZ2272
 JZ2272.The orthometric height was determined by differential leveling
 JZ2272.and adjusted by the National Geodetic Survey in June 1991..
 JZ2272
 JZ2272.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2272.See file dsdata.txt to determine how the superseded data were derived.
 JZ2272
 JZ2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ187622(NAD 83)
 JZ2272_MARKER: DB = BENCH MARK DISK
 JZ2272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2272_STAMPING: P 266 1947
 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 = OCTOBER  6, 2006
 JZ2262 ***********************************************************************
 JZ2262  DESIGNATION -  P 267
 JZ2262  PID         -  JZ2262
 JZ2262  STATE/COUNTY-  IN/SHELBY
 JZ2262  USGS QUAD   -  WALDRON (1994)
 JZ2262
 JZ2262                         *CURRENT SURVEY CONTROL
 JZ2262  ___________________________________________________________________
 JZ2262* NAD 83(1986)-  39 23 28.     (N)    085 43 15.     (W)     SCALED    
 JZ2262* NAVD 88     -       230.116  (meters)     754.97   (feet)  ADJUSTED  
 JZ2262  ___________________________________________________________________
 JZ2262  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ2262  DYNAMIC HT  -         229.976 (meters)     754.51  (feet)  COMP
 JZ2262  MODELED GRAV-     980,015.2   (mgal)                       NAVD 88
 JZ2262
 JZ2262  VERT ORDER  -  SECOND    CLASS 0
 JZ2262
 JZ2262.The horizontal coordinates were scaled from a topographic map and have
 JZ2262.an estimated accuracy of +/- 6 seconds.
 JZ2262
 JZ2262.The orthometric height was determined by differential leveling
 JZ2262.and adjusted by the National Geodetic Survey in June 1991..
 JZ2262
 JZ2262.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2262.See file dsdata.txt to determine how the superseded data were derived.
 JZ2262
 JZ2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ101609(NAD 83)
 JZ2262_MARKER: DB = BENCH MARK DISK
 JZ2262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2262_SP_SET: BRIDGE
 JZ2262_STAMPING: P 267 1947
 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 = OCTOBER  6, 2006
 JZ2182 ***********************************************************************
 JZ2182  DESIGNATION -  P 268
 JZ2182  PID         -  JZ2182
 JZ2182  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2182  USGS QUAD   -  HOPE (1993)
 JZ2182
 JZ2182                         *CURRENT SURVEY CONTROL
 JZ2182  ___________________________________________________________________
 JZ2182* NAD 83(1986)-  39 20 07.     (N)    085 46 16.     (W)     SCALED    
 JZ2182* NAVD 88     -       224.099  (meters)     735.23   (feet)  ADJUSTED  
 JZ2182  ___________________________________________________________________
 JZ2182  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JZ2182  DYNAMIC HT  -         223.962 (meters)     734.78  (feet)  COMP
 JZ2182  MODELED GRAV-     980,012.4   (mgal)                       NAVD 88
 JZ2182
 JZ2182  VERT ORDER  -  SECOND    CLASS 0
 JZ2182
 JZ2182.The horizontal coordinates were scaled from a topographic map and have
 JZ2182.an estimated accuracy of +/- 6 seconds.
 JZ2182
 JZ2182.The orthometric height was determined by differential leveling
 JZ2182.and adjusted by the National Geodetic Survey in June 1991..
 JZ2182
 JZ2182.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2182.See file dsdata.txt to determine how the superseded data were derived.
 JZ2182
 JZ2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ059547(NAD 83)
 JZ2182_MARKER: DB = BENCH MARK DISK
 JZ2182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2182_SP_SET: CULVERT
 JZ2182_STAMPING: P 268 1947
 JZ2182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ2147 ***********************************************************************
 JZ2147  DESIGNATION -  P 269
 JZ2147  PID         -  JZ2147
 JZ2147  STATE/COUNTY-  IN/SHELBY
 JZ2147  USGS QUAD   -  WALDRON (1994)
 JZ2147
 JZ2147                         *CURRENT SURVEY CONTROL
 JZ2147  ___________________________________________________________________
 JZ2147* NAD 83(1986)-  39 29 42.     (N)    085 43 58.     (W)     SCALED    
 JZ2147* NAVD 88     -       247.257  (meters)     811.21   (feet)  ADJUSTED  
 JZ2147  ___________________________________________________________________
 JZ2147  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ2147  DYNAMIC HT  -         247.110 (meters)     810.73  (feet)  COMP
 JZ2147  MODELED GRAV-     980,027.0   (mgal)                       NAVD 88
 JZ2147
 JZ2147  VERT ORDER  -  FIRST     CLASS II
 JZ2147
 JZ2147.The horizontal coordinates were scaled from a topographic map and have
 JZ2147.an estimated accuracy of +/- 6 seconds.
 JZ2147
 JZ2147.The orthometric height was determined by differential leveling
 JZ2147.and adjusted by the National Geodetic Survey in June 1991..
 JZ2147
 JZ2147.The geoid height was determined by GEOID03.
 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     -   471,450.       94,310.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2147.See file dsdata.txt to determine how the superseded data were derived.
 JZ2147
 JZ2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ089724(NAD 83)
 JZ2147_MARKER: DB = BENCH MARK DISK
 JZ2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2147_SP_SET: CONCRETE POST
 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
 JZ2147  HISTORY     - Date     Condition        Report By
 JZ2147  HISTORY     - 1947     MONUMENTED       CGS
 JZ2147  HISTORY     - 1986     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0445 ***********************************************************************
 LB0445  DESIGNATION -  P 27
 LB0445  PID         -  LB0445
 LB0445  STATE/COUNTY-  IN/CLINTON
 LB0445  USGS QUAD   -  MICHIGANTOWN (1980)
 LB0445
 LB0445                         *CURRENT SURVEY CONTROL
 LB0445  ___________________________________________________________________
 LB0445* NAD 83(1986)-  40 18 02.     (N)    086 27 48.     (W)     SCALED    
 LB0445* NAVD 88     -       266.717  (meters)     875.05   (feet)  ADJUSTED  
 LB0445  ___________________________________________________________________
 LB0445  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 LB0445  DYNAMIC HT  -         266.576 (meters)     874.59  (feet)  COMP
 LB0445  MODELED GRAV-     980,090.1   (mgal)                       NAVD 88
 LB0445
 LB0445  VERT ORDER  -  SECOND    CLASS 0
 LB0445
 LB0445.The horizontal coordinates were scaled from a topographic map and have
 LB0445.an estimated accuracy of +/- 6 seconds.
 LB0445
 LB0445.The orthometric height was determined by differential leveling
 LB0445.and adjusted by the National Geodetic Survey in June 1991..
 LB0445
 LB0445.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0445.See file dsdata.txt to determine how the superseded data were derived.
 LB0445
 LB0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK456612(NAD 83)
 LB0445_MARKER: DB = BENCH MARK DISK
 LB0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0445_STAMPING: P 27 1934
 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             NGS
 LB0445
 LB0445                          STATION DESCRIPTION
 LB0445
 LB0445'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2158 ***********************************************************************
 JZ2158  DESIGNATION -  P 270
 JZ2158  PID         -  JZ2158
 JZ2158  STATE/COUNTY-  IN/JENNINGS
 JZ2158  USGS QUAD   -  NORTH VERNON (1993)
 JZ2158
 JZ2158                         *CURRENT SURVEY CONTROL
 JZ2158  ___________________________________________________________________
 JZ2158* NAD 83(1986)-  39 04 44.     (N)    085 43 02.     (W)     SCALED    
 JZ2158* NAVD 88     -       208.992  (meters)     685.67   (feet)  ADJUSTED  
 JZ2158  ___________________________________________________________________
 JZ2158  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ2158  DYNAMIC HT  -         208.861 (meters)     685.24  (feet)  COMP
 JZ2158  MODELED GRAV-     979,995.3   (mgal)                       NAVD 88
 JZ2158
 JZ2158  VERT ORDER  -  SECOND    CLASS 0
 JZ2158
 JZ2158.The horizontal coordinates were scaled from a topographic map and have
 JZ2158.an estimated accuracy of +/- 6 seconds.
 JZ2158
 JZ2158.The orthometric height was determined by differential leveling
 JZ2158.and adjusted by the National Geodetic Survey in June 1991..
 JZ2158
 JZ2158.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2158.See file dsdata.txt to determine how the superseded data were derived.
 JZ2158
 JZ2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ109263(NAD 83)
 JZ2158_MARKER: DB = BENCH MARK DISK
 JZ2158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2158_SP_SET: BUILDING
 JZ2158_STAMPING: P 270 1947
 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 = OCTOBER  6, 2006
 JZ2203 ***********************************************************************
 JZ2203  DESIGNATION -  P 271
 JZ2203  PID         -  JZ2203
 JZ2203  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2203  USGS QUAD   -  ELIZABETHTOWN (1993)
 JZ2203
 JZ2203                         *CURRENT SURVEY CONTROL
 JZ2203  ___________________________________________________________________
 JZ2203* NAD 83(1986)-  39 08 36.     (N)    085 47 59.     (W)     SCALED    
 JZ2203* NAVD 88     -       196.342  (meters)     644.17   (feet)  ADJUSTED  
 JZ2203  ___________________________________________________________________
 JZ2203  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ2203  DYNAMIC HT  -         196.221 (meters)     643.77  (feet)  COMP
 JZ2203  MODELED GRAV-     980,003.4   (mgal)                       NAVD 88
 JZ2203
 JZ2203  VERT ORDER  -  SECOND    CLASS 0
 JZ2203
 JZ2203.The horizontal coordinates were scaled from a topographic map and have
 JZ2203.an estimated accuracy of +/- 6 seconds.
 JZ2203
 JZ2203.The orthometric height was determined by differential leveling
 JZ2203.and adjusted by the National Geodetic Survey in June 1991..
 JZ2203
 JZ2203.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2203.See file dsdata.txt to determine how the superseded data were derived.
 JZ2203
 JZ2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ037333(NAD 83)
 JZ2203_MARKER: DB = BENCH MARK DISK
 JZ2203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ2203_SP_SET: CULVERT
 JZ2203_STAMPING: P 271 1947
 JZ2203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1824 ***********************************************************************
 JZ1824  DESIGNATION -  P 272
 JZ1824  PID         -  JZ1824
 JZ1824  STATE/COUNTY-  IN/RIPLEY
 JZ1824  USGS QUAD   -  BATESVILLE (1993)
 JZ1824
 JZ1824                         *CURRENT SURVEY CONTROL
 JZ1824  ___________________________________________________________________
 JZ1824* NAD 83(1986)-  39 17 27.     (N)    085 12 28.     (W)     SCALED    
 JZ1824* NAVD 88     -       298.720  (meters)     980.05   (feet)  ADJUSTED  
 JZ1824  ___________________________________________________________________
 JZ1824  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ1824  DYNAMIC HT  -         298.533 (meters)     979.44  (feet)  COMP
 JZ1824  MODELED GRAV-     979,992.0   (mgal)                       NAVD 88
 JZ1824
 JZ1824  VERT ORDER  -  FIRST     CLASS II
 JZ1824
 JZ1824.The horizontal coordinates were scaled from a topographic map and have
 JZ1824.an estimated accuracy of +/- 6 seconds.
 JZ1824
 JZ1824.The orthometric height was determined by differential leveling
 JZ1824.and adjusted by the National Geodetic Survey in June 1991..
 JZ1824
 JZ1824.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1824.See file dsdata.txt to determine how the superseded data were derived.
 JZ1824
 JZ1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ545505(NAD 83)
 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_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 = OCTOBER  6, 2006
 JZ0908 ***********************************************************************
 JZ0908  DESIGNATION -  P 273
 JZ0908  PID         -  JZ0908
 JZ0908  STATE/COUNTY-  IN/DEARBORN
 JZ0908  USGS QUAD   -  HOOVEN (1992)
 JZ0908
 JZ0908                         *CURRENT SURVEY CONTROL
 JZ0908  ___________________________________________________________________
 JZ0908* NAD 83(1986)-  39 09 53.     (N)    084 52 27.     (W)     SCALED    
 JZ0908* NAVD 88     -       149.667  (meters)     491.03   (feet)  ADJUSTED  
 JZ0908  ___________________________________________________________________
 JZ0908  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ0908  DYNAMIC HT  -         149.574 (meters)     490.73  (feet)  COMP
 JZ0908  MODELED GRAV-     980,003.6   (mgal)                       NAVD 88
 JZ0908
 JZ0908  VERT ORDER  -  SECOND    CLASS 0
 JZ0908
 JZ0908.The horizontal coordinates were scaled from a topographic map and have
 JZ0908.an estimated accuracy of +/- 6 seconds.
 JZ0908
 JZ0908.The orthometric height was determined by differential leveling
 JZ0908.and adjusted by the National Geodetic Survey in June 1991..
 JZ0908
 JZ0908.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0908.See file dsdata.txt to determine how the superseded data were derived.
 JZ0908
 JZ0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ836372(NAD 83)
 JZ0908_MARKER: DB = BENCH MARK DISK
 JZ0908_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0908_SP_SET: BRIDGE
 JZ0908_STAMPING: P 273 1947
 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 = OCTOBER  6, 2006
 JZ1270 ***********************************************************************
 JZ1270  DESIGNATION -  P 274
 JZ1270  PID         -  JZ1270
 JZ1270  STATE/COUNTY-  IN/UNION
 JZ1270  USGS QUAD   -  COLLEGE CORNER (1992)
 JZ1270
 JZ1270                         *CURRENT SURVEY CONTROL
 JZ1270  ___________________________________________________________________
 JZ1270* NAD 83(1986)-  39 32 29.     (N)    084 51 12.     (W)     SCALED    
 JZ1270* NAVD 88     -       304.368  (meters)     998.58   (feet)  ADJUSTED  
 JZ1270  ___________________________________________________________________
 JZ1270  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JZ1270  DYNAMIC HT  -         304.193 (meters)     998.01  (feet)  COMP
 JZ1270  MODELED GRAV-     980,043.2   (mgal)                       NAVD 88
 JZ1270
 JZ1270  VERT ORDER  -  SECOND    CLASS 0
 JZ1270
 JZ1270.The horizontal coordinates were scaled from a topographic map and have
 JZ1270.an estimated accuracy of +/- 6 seconds.
 JZ1270
 JZ1270.The orthometric height was determined by differential leveling
 JZ1270.and adjusted by the National Geodetic Survey in June 1991..
 JZ1270
 JZ1270.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1270.See file dsdata.txt to determine how the superseded data were derived.
 JZ1270
 JZ1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ844790(NAD 83)
 JZ1270_MARKER: DB = BENCH MARK DISK
 JZ1270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1270_SP_SET: CULVERT
 JZ1270_STAMPING: P 274 1947
 JZ1270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 HB0089 ***********************************************************************
 HB0089  DESIGNATION -  P 275
 HB0089  PID         -  HB0089
 HB0089  STATE/COUNTY-  IN/POSEY
 HB0089  USGS QUAD   -  EMMA (1978)
 HB0089
 HB0089                         *CURRENT SURVEY CONTROL
 HB0089  ___________________________________________________________________
 HB0089* NAD 83(1986)-  37 55 12.     (N)    088 00 40.     (W)     SCALED    
 HB0089* NAVD 88     -       110.209  (meters)     361.58   (feet)  ADJUSTED  
 HB0089  ___________________________________________________________________
 HB0089  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 HB0089  DYNAMIC HT  -         110.134 (meters)     361.33  (feet)  COMP
 HB0089  MODELED GRAV-     979,948.4   (mgal)                       NAVD 88
 HB0089
 HB0089  VERT ORDER  -  FIRST     CLASS II
 HB0089
 HB0089.The horizontal coordinates were scaled from a topographic map and have
 HB0089.an estimated accuracy of +/- 6 seconds.
 HB0089
 HB0089.The orthometric height was determined by differential leveling
 HB0089.and adjusted by the National Geodetic Survey in June 1991..
 HB0089
 HB0089.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HB0089
 HB0089  NGVD 29 (??/??/??)  110.319  (m)          361.94   (f) ADJUSTED    1 2
 HB0089
 HB0089.Superseded values are not recommended for survey control.
 HB0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0089.See file dsdata.txt to determine how the superseded data were derived.
 HB0089
 HB0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG111974(NAD 83)
 HB0089_MARKER: DB = BENCH MARK DISK
 HB0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0089_STAMPING: P 275 1954
 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 = OCTOBER  6, 2006
 JZ1605 ***********************************************************************
 JZ1605  DESIGNATION -  P 276
 JZ1605  PID         -  JZ1605
 JZ1605  STATE/COUNTY-  IN/FAYETTE
 JZ1605  USGS QUAD   -  CONNERSVILLE (1972)
 JZ1605
 JZ1605                         *CURRENT SURVEY CONTROL
 JZ1605  ___________________________________________________________________
 JZ1605* NAD 83(1986)-  39 41 08.     (N)    085 10 47.     (W)     SCALED    
 JZ1605* NAVD 88     -       309.419  (meters)    1015.15   (feet)  ADJUSTED  
 JZ1605  ___________________________________________________________________
 JZ1605  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ1605  DYNAMIC HT  -         309.238 (meters)    1014.56  (feet)  COMP
 JZ1605  MODELED GRAV-     980,031.7   (mgal)                       NAVD 88
 JZ1605
 JZ1605  VERT ORDER  -  SECOND    CLASS 0
 JZ1605
 JZ1605.The horizontal coordinates were scaled from a topographic map and have
 JZ1605.an estimated accuracy of +/- 6 seconds.
 JZ1605
 JZ1605.The orthometric height was determined by differential leveling
 JZ1605.and adjusted by the National Geodetic Survey in June 1991..
 JZ1605
 JZ1605.The geoid height was determined by GEOID03.
 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     -   492,720.      141,770.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1605.See file dsdata.txt to determine how the superseded data were derived.
 JZ1605
 JZ1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ560944(NAD 83)
 JZ1605_MARKER: DB = BENCH MARK DISK
 JZ1605_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1605_SP_SET: BUILDING
 JZ1605_STAMPING: P 276 1947
 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 = OCTOBER  6, 2006
 JZ1298 ***********************************************************************
 JZ1298  DESIGNATION -  P 277
 JZ1298  PID         -  JZ1298
 JZ1298  STATE/COUNTY-  IN/WAYNE
 JZ1298  USGS QUAD   -  FAIRHAVEN (1960)
 JZ1298
 JZ1298                         *CURRENT SURVEY CONTROL
 JZ1298  ___________________________________________________________________
 JZ1298* NAD 83(1986)-  39 44 36.     (N)    084 49 59.     (W)     SCALED    
 JZ1298* NAVD 88     -       347.673  (meters)    1140.66   (feet)  ADJUSTED  
 JZ1298  ___________________________________________________________________
 JZ1298  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JZ1298  DYNAMIC HT  -         347.468 (meters)    1139.98  (feet)  COMP
 JZ1298  MODELED GRAV-     980,026.4   (mgal)                       NAVD 88
 JZ1298
 JZ1298  VERT ORDER  -  SECOND    CLASS 0
 JZ1298
 JZ1298.The horizontal coordinates were scaled from a topographic map and have
 JZ1298.an estimated accuracy of +/- 6 seconds.
 JZ1298
 JZ1298.The orthometric height was determined by differential leveling
 JZ1298.and adjusted by the National Geodetic Survey in June 1991..
 JZ1298
 JZ1298.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1298.See file dsdata.txt to determine how the superseded data were derived.
 JZ1298
 JZ1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK856015(NAD 83)
 JZ1298_MARKER: DB = BENCH MARK DISK
 JZ1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1298_STAMPING: P 277 1947
 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 = OCTOBER  6, 2006
 HZ1308 ***********************************************************************
 HZ1308  DESIGNATION -  P 278
 HZ1308  PID         -  HZ1308
 HZ1308  STATE/COUNTY-  IN/CLARK
 HZ1308  USGS QUAD   -  BORDEN (1993)
 HZ1308
 HZ1308                         *CURRENT SURVEY CONTROL
 HZ1308  ___________________________________________________________________
 HZ1308* NAD 83(1986)-  38 27 13.     (N)    085 54 08.     (W)     SCALED    
 HZ1308* NAVD 88     -       159.236  (meters)     522.43   (feet)  ADJUSTED  
 HZ1308  ___________________________________________________________________
 HZ1308  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 HZ1308  DYNAMIC HT  -         159.128 (meters)     522.07  (feet)  COMP
 HZ1308  MODELED GRAV-     979,949.4   (mgal)                       NAVD 88
 HZ1308
 HZ1308  VERT ORDER  -  FIRST     CLASS II
 HZ1308
 HZ1308.The horizontal coordinates were scaled from a topographic map and have
 HZ1308.an estimated accuracy of +/- 6 seconds.
 HZ1308
 HZ1308.The orthometric height was determined by differential leveling
 HZ1308.and adjusted by the National Geodetic Survey in June 1991..
 HZ1308
 HZ1308.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1308.See file dsdata.txt to determine how the superseded data were derived.
 HZ1308
 HZ1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH957567(NAD 83)
 HZ1308_MARKER: DB = BENCH MARK DISK
 HZ1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1308_STAMPING: P 278 1949
 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 = OCTOBER  6, 2006
 JA0179 ***********************************************************************
 JA0179  DESIGNATION -  P 279
 JA0179  PID         -  JA0179
 JA0179  STATE/COUNTY-  IN/WASHINGTON
 JA0179  USGS QUAD   -  CAMPBELLSBURG (1970)
 JA0179
 JA0179                         *CURRENT SURVEY CONTROL
 JA0179  ___________________________________________________________________
 JA0179* NAD 83(1986)-  38 39 47.     (N)    086 17 15.     (W)     SCALED    
 JA0179* NAVD 88     -       243.966  (meters)     800.41   (feet)  ADJUSTED  
 JA0179  ___________________________________________________________________
 JA0179  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JA0179  DYNAMIC HT  -         243.805 (meters)     799.88  (feet)  COMP
 JA0179  MODELED GRAV-     979,960.1   (mgal)                       NAVD 88
 JA0179
 JA0179  VERT ORDER  -  FIRST     CLASS II
 JA0179
 JA0179.The horizontal coordinates were scaled from a topographic map and have
 JA0179.an estimated accuracy of +/- 6 seconds.
 JA0179
 JA0179.The orthometric height was determined by differential leveling
 JA0179.and adjusted by the National Geodetic Survey in June 1991..
 JA0179
 JA0179.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0179.See file dsdata.txt to determine how the superseded data were derived.
 JA0179
 JA0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH619796(NAD 83)
 JA0179_MARKER: DB = BENCH MARK DISK
 JA0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0179_STAMPING: P 279 1949
 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 = OCTOBER  6, 2006
 KA0402 ***********************************************************************
 KA0402  DESIGNATION -  P 280
 KA0402  PID         -  KA0402
 KA0402  STATE/COUNTY-  IN/GREENE
 KA0402  USGS QUAD   -  SOLSBERRY (1983)
 KA0402
 KA0402                         *CURRENT SURVEY CONTROL
 KA0402  ___________________________________________________________________
 KA0402* NAD 83(1986)-  39 01 00.     (N)    086 47 27.     (W)     SCALED    
 KA0402* NAVD 88     -       248.304  (meters)     814.64   (feet)  ADJUSTED  
 KA0402  ___________________________________________________________________
 KA0402  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KA0402  DYNAMIC HT  -         248.149 (meters)     814.14  (feet)  COMP
 KA0402  MODELED GRAV-     979,998.1   (mgal)                       NAVD 88
 KA0402
 KA0402  VERT ORDER  -  FIRST     CLASS II
 KA0402
 KA0402.The horizontal coordinates were scaled from a topographic map and have
 KA0402.an estimated accuracy of +/- 6 seconds.
 KA0402
 KA0402.The orthometric height was determined by differential leveling
 KA0402.and adjusted by the National Geodetic Survey in June 1991..
 KA0402
 KA0402.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0402.See file dsdata.txt to determine how the superseded data were derived.
 KA0402
 KA0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ181186(NAD 83)
 KA0402_MARKER: DB = BENCH MARK DISK
 KA0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0402_STAMPING: P 280 1949
 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 = OCTOBER  6, 2006
 JA0123 ***********************************************************************
 JA0123  DESIGNATION -  P 281
 JA0123  PID         -  JA0123
 JA0123  STATE/COUNTY-  IN/LAWRENCE
 JA0123  USGS QUAD   -  BEDFORD EAST (1978)
 JA0123
 JA0123                         *CURRENT SURVEY CONTROL
 JA0123  ___________________________________________________________________
 JA0123* NAD 83(1986)-  38 51 41.     (N)    086 29 26.     (W)     SCALED    
 JA0123* NAVD 88     -       214.974  (meters)     705.29   (feet)  ADJUSTED  
 JA0123  ___________________________________________________________________
 JA0123  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JA0123  DYNAMIC HT  -         214.840 (meters)     704.85  (feet)  COMP
 JA0123  MODELED GRAV-     980,000.5   (mgal)                       NAVD 88
 JA0123
 JA0123  VERT ORDER  -  FIRST     CLASS II
 JA0123
 JA0123.The horizontal coordinates were scaled from a topographic map and have
 JA0123.an estimated accuracy of +/- 6 seconds.
 JA0123
 JA0123.The orthometric height was determined by differential leveling
 JA0123.and adjusted by the National Geodetic Survey in June 1991..
 JA0123
 JA0123.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0123.See file dsdata.txt to determine how the superseded data were derived.
 JA0123
 JA0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ442015(NAD 83)
 JA0123_MARKER: DB = BENCH MARK DISK
 JA0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0123_STAMPING: P 281 1949
 JA0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0123+STABILITY: SURFACE MOTION
 JA0123
 JA0123  HISTORY     - Date     Condition        Report By
 JA0123  HISTORY     - 1949     MONUMENTED       CGS
 JA0123  HISTORY     - 1967     MARK NOT FOUND   NGS
 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 NATIONAL GEODETIC SURVEY 1967
 JA0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0194 ***********************************************************************
 JB0194  DESIGNATION -  P 282
 JB0194  PID         -  JB0194
 JB0194  STATE/COUNTY-  IN/POSEY
 JB0194  USGS QUAD   -  MAUNIE (1974)
 JB0194
 JB0194                         *CURRENT SURVEY CONTROL
 JB0194  ___________________________________________________________________
 JB0194* NAD 83(1986)-  38 01 53.     (N)    088 00 22.     (W)     SCALED    
 JB0194* NAVD 88     -       109.008  (meters)     357.64   (feet)  ADJUSTED  
 JB0194  ___________________________________________________________________
 JB0194  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 JB0194  DYNAMIC HT  -         108.934 (meters)     357.39  (feet)  COMP
 JB0194  MODELED GRAV-     979,952.4   (mgal)                       NAVD 88
 JB0194
 JB0194  VERT ORDER  -  FIRST     CLASS II
 JB0194
 JB0194.The horizontal coordinates were scaled from a topographic map and have
 JB0194.an estimated accuracy of +/- 6 seconds.
 JB0194
 JB0194.The orthometric height was determined by differential leveling
 JB0194.and adjusted by the National Geodetic Survey in June 1991..
 JB0194
 JB0194.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0194.See file dsdata.txt to determine how the superseded data were derived.
 JB0194
 JB0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH117097(NAD 83)
 JB0194_MARKER: DB = BENCH MARK DISK
 JB0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0194_STAMPING: P 282 1954
 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 = OCTOBER  6, 2006
 HA0926 ***********************************************************************
 HA0926  DESIGNATION -  P 283
 HA0926  PID         -  HA0926
 HA0926  STATE/COUNTY-  IN/POSEY
 HA0926  USGS QUAD   -  UNIONTOWN (1981)
 HA0926
 HA0926                         *CURRENT SURVEY CONTROL
 HA0926  ___________________________________________________________________
 HA0926* NAD 83(1986)-  37 48 20.     (N)    087 59 08.     (W)     SCALED    
 HA0926* NAVD 88     -       111.635  (meters)     366.26   (feet)  ADJUSTED  
 HA0926  ___________________________________________________________________
 HA0926  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 HA0926  DYNAMIC HT  -         111.558 (meters)     366.00  (feet)  COMP
 HA0926  MODELED GRAV-     979,939.0   (mgal)                       NAVD 88
 HA0926
 HA0926  VERT ORDER  -  FIRST     CLASS II
 HA0926
 HA0926.The horizontal coordinates were scaled from a topographic map and have
 HA0926.an estimated accuracy of +/- 6 seconds.
 HA0926
 HA0926.The orthometric height was determined by differential leveling
 HA0926.and adjusted by the National Geodetic Survey in June 1991..
 HA0926
 HA0926.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0926.See file dsdata.txt to determine how the superseded data were derived.
 HA0926
 HA0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG132846(NAD 83)
 HA0926_MARKER: DB = BENCH MARK DISK
 HA0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0926_STAMPING: P 283 1954
 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             USE
 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 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 = OCTOBER  6, 2006
 JA1196 ***********************************************************************
 JA1196  DESIGNATION -  P 284
 JA1196  PID         -  JA1196
 JA1196  STATE/COUNTY-  IN/GIBSON
 JA1196  USGS QUAD   -  NEW HARMONY (1980)
 JA1196
 JA1196                         *CURRENT SURVEY CONTROL
 JA1196  ___________________________________________________________________
 JA1196* NAD 83(1986)-  38 14 43.     (N)    087 57 02.     (W)     SCALED    
 JA1196* NAVD 88     -       115.110  (meters)     377.66   (feet)  ADJUSTED  
 JA1196  ___________________________________________________________________
 JA1196  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 JA1196  DYNAMIC HT  -         115.034 (meters)     377.41  (feet)  COMP
 JA1196  MODELED GRAV-     979,971.9   (mgal)                       NAVD 88
 JA1196
 JA1196  VERT ORDER  -  FIRST     CLASS II
 JA1196
 JA1196.The horizontal coordinates were scaled from a topographic map and have
 JA1196.an estimated accuracy of +/- 6 seconds.
 JA1196
 JA1196.The orthometric height was determined by differential leveling
 JA1196.and adjusted by the National Geodetic Survey in June 1991..
 JA1196
 JA1196.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1196.See file dsdata.txt to determine how the superseded data were derived.
 JA1196
 JA1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH168334(NAD 83)
 JA1196_MARKER: DB = BENCH MARK DISK
 JA1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1196_STAMPING: P 284 1954
 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 = OCTOBER  6, 2006
 JA1159 ***********************************************************************
 JA1159  DESIGNATION -  P 285
 JA1159  PID         -  JA1159
 JA1159  STATE/COUNTY-  IN/KNOX
 JA1159  USGS QUAD   -  EAST MOUNT CARMEL (1989)
 JA1159
 JA1159                         *CURRENT SURVEY CONTROL
 JA1159  ___________________________________________________________________
 JA1159* NAD 83(1986)-  38 26 20.     (N)    087 44 06.     (W)     SCALED    
 JA1159* NAVD 88     -       122.112  (meters)     400.63   (feet)  ADJUSTED  
 JA1159  ___________________________________________________________________
 JA1159  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JA1159  DYNAMIC HT  -         122.034 (meters)     400.37  (feet)  COMP
 JA1159  MODELED GRAV-     979,994.1   (mgal)                       NAVD 88
 JA1159
 JA1159  VERT ORDER  -  FIRST     CLASS II
 JA1159
 JA1159.The horizontal coordinates were scaled from a topographic map and have
 JA1159.an estimated accuracy of +/- 6 seconds.
 JA1159
 JA1159.The orthometric height was determined by differential leveling
 JA1159.and adjusted by the National Geodetic Survey in June 1991..
 JA1159
 JA1159.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1159.See file dsdata.txt to determine how the superseded data were derived.
 JA1159
 JA1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH358547(NAD 83)
 JA1159_MARKER: DB = BENCH MARK DISK
 JA1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1159_STAMPING: P 285 1954
 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 = OCTOBER  6, 2006
 ME1135 ***********************************************************************
 ME1135  DESIGNATION -  P 286
 ME1135  PID         -  ME1135
 ME1135  STATE/COUNTY-  IN/LAKE
 ME1135  USGS QUAD   -  SCHNEIDER (1992)
 ME1135
 ME1135                         *CURRENT SURVEY CONTROL
 ME1135  ___________________________________________________________________
 ME1135* NAD 83(1986)-  41 13 17.     (N)    087 26 49.     (W)     SCALED    
 ME1135* NAVD 88     -       195.463  (meters)     641.28   (feet)  ADJUSTED  
 ME1135  ___________________________________________________________________
 ME1135  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 ME1135  DYNAMIC HT  -         195.381 (meters)     641.01  (feet)  COMP
 ME1135  MODELED GRAV-     980,201.2   (mgal)                       NAVD 88
 ME1135
 ME1135  VERT ORDER  -  SECOND    CLASS 0
 ME1135
 ME1135.The horizontal coordinates were scaled from a topographic map and have
 ME1135.an estimated accuracy of +/- 6 seconds.
 ME1135
 ME1135.The orthometric height was determined by differential leveling
 ME1135.and adjusted by the National Geodetic Survey in June 1991..
 ME1135
 ME1135.The geoid height was determined by GEOID03.
 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     -   663,210.      869,510.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1135.See file dsdata.txt to determine how the superseded data were derived.
 ME1135
 ME1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL625634(NAD 83)
 ME1135_MARKER: DB = BENCH MARK DISK
 ME1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1135_STAMPING: P 286 1954
 ME1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1135+STABILITY: SURFACE MOTION
 ME1135
 ME1135  HISTORY     - Date     Condition        Report By
 ME1135  HISTORY     - 1954     MONUMENTED       CGS
 ME1135  HISTORY     - 1981     GOOD             INDNR
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0705 ***********************************************************************
 ME0705  DESIGNATION -  P 29
 ME0705  PID         -  ME0705
 ME0705  STATE/COUNTY-  IN/PULASKI
 ME0705  USGS QUAD   -  MEDARYVILLE (1962)
 ME0705
 ME0705                         *CURRENT SURVEY CONTROL
 ME0705  ___________________________________________________________________
 ME0705* NAD 83(1986)-  41 07 17.     (N)    086 53 15.     (W)     SCALED    
 ME0705* NAVD 88     -       214.271  (meters)     702.99   (feet)  ADJUSTED  
 ME0705  ___________________________________________________________________
 ME0705  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 ME0705  DYNAMIC HT  -         214.178 (meters)     702.68  (feet)  COMP
 ME0705  MODELED GRAV-     980,185.7   (mgal)                       NAVD 88
 ME0705
 ME0705  VERT ORDER  -  SECOND    CLASS 0
 ME0705
 ME0705.The horizontal coordinates were scaled from a topographic map and have
 ME0705.an estimated accuracy of +/- 6 seconds.
 ME0705
 ME0705.The orthometric height was determined by differential leveling
 ME0705.and adjusted by the National Geodetic Survey in June 1991..
 ME0705
 ME0705.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0705.See file dsdata.txt to determine how the superseded data were derived.
 ME0705
 ME0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL094522(NAD 83)
 ME0705_MARKER: DB = BENCH MARK DISK
 ME0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0705_STAMPING: P 29 1934
 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 = OCTOBER  6, 2006
 JA1305 ***********************************************************************
 JA1305  DESIGNATION -  P 292
 JA1305  PID         -  JA1305
 JA1305  STATE/COUNTY-  IN/KNOX
 JA1305  USGS QUAD   -  RUSSELLVILLE (1977)
 JA1305
 JA1305                         *CURRENT SURVEY CONTROL
 JA1305  ___________________________________________________________________
 JA1305* NAD 83(1986)-  38 51 36.     (N)    087 30 24.     (W)     SCALED    
 JA1305* NAVD 88     -       130.987  (meters)     429.75   (feet)  ADJUSTED  
 JA1305  ___________________________________________________________________
 JA1305  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 JA1305  DYNAMIC HT  -         130.908 (meters)     429.49  (feet)  COMP
 JA1305  MODELED GRAV-     980,023.1   (mgal)                       NAVD 88
 JA1305
 JA1305  VERT ORDER  -  FIRST     CLASS II
 JA1305
 JA1305.The horizontal coordinates were scaled from a topographic map and have
 JA1305.an estimated accuracy of +/- 6 seconds.
 JA1305
 JA1305.The orthometric height was determined by differential leveling
 JA1305.and adjusted by the National Geodetic Survey in June 1991..
 JA1305
 JA1305.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1305.See file dsdata.txt to determine how the superseded data were derived.
 JA1305
 JA1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ560013(NAD 83)
 JA1305_MARKER: DB = BENCH MARK DISK
 JA1305_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA1305_SP_SET: 50 FEET
 JA1305_STAMPING: P 292 1956
 JA1305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1305
 JA1305  HISTORY     - Date     Condition        Report By
 JA1305  HISTORY     - 1956     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1274 ***********************************************************************
 KA1274  DESIGNATION -  P 293
 KA1274  PID         -  KA1274
 KA1274  STATE/COUNTY-  IN/VIGO
 KA1274  USGS QUAD   -  HUTTON (1983)
 KA1274
 KA1274                         *CURRENT SURVEY CONTROL
 KA1274  ___________________________________________________________________
 KA1274* NAD 83(1986)-  39 20 41.     (N)    087 32 37.     (W)     SCALED    
 KA1274* NAVD 88     -       139.539  (meters)     457.80   (feet)  ADJUSTED  
 KA1274  ___________________________________________________________________
 KA1274  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KA1274  DYNAMIC HT  -         139.459 (meters)     457.54  (feet)  COMP
 KA1274  MODELED GRAV-     980,050.5   (mgal)                       NAVD 88
 KA1274
 KA1274  VERT ORDER  -  FIRST     CLASS II
 KA1274
 KA1274.The horizontal coordinates were scaled from a topographic map and have
 KA1274.an estimated accuracy of +/- 6 seconds.
 KA1274
 KA1274.The orthometric height was determined by differential leveling
 KA1274.and adjusted by the National Geodetic Survey in June 1991..
 KA1274
 KA1274.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1274.See file dsdata.txt to determine how the superseded data were derived.
 KA1274
 KA1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ531551(NAD 83)
 KA1274_MARKER: DB = BENCH MARK DISK
 KA1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1274_STAMPING: P 293 1956
 KA1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1274+STABILITY: SURFACE MOTION
 KA1274
 KA1274  HISTORY     - Date     Condition        Report By
 KA1274  HISTORY     - 1956     MONUMENTED       CGS
 KA1274  HISTORY     - 1969     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1969
 KA1274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0663 ***********************************************************************
 KA0663  DESIGNATION -  P 3
 KA0663  PID         -  KA0663
 KA0663  STATE/COUNTY-  IN/PUTNAM
 KA0663  USGS QUAD   -  GREENCASTLE (1986)
 KA0663
 KA0663                         *CURRENT SURVEY CONTROL
 KA0663  ___________________________________________________________________
 KA0663* NAD 83(1986)-  39 40 48.     (N)    086 45 06.     (W)     SCALED    
 KA0663* NAVD 88     -       261.505  (meters)     857.95   (feet)  POSTED    
 KA0663  ___________________________________________________________________
 KA0663  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KA0663  DYNAMIC HT  -         261.360 (meters)     857.48  (feet)  COMP
 KA0663  MODELED GRAV-     980,056.9   (mgal)                       NAVD 88
 KA0663
 KA0663  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KA0663
 KA0663.The horizontal coordinates were scaled from a topographic map and have
 KA0663.an estimated accuracy of +/- 6 seconds.
 KA0663
 KA0663.The orthometric height was determined by differential leveling
 KA0663.and adjusted by the National Geodetic Survey in 1992..
 KA0663.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KA0663.rate of 1.1 thru 2.0 mm/km.
 KA0663
 KA0663.The geoid height was determined by GEOID03.
 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     -   492,040.      928,450.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0663.See file dsdata.txt to determine how the superseded data were derived.
 KA0663
 KA0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ212922(NAD 83)
 KA0663_MARKER: DB = BENCH MARK DISK
 KA0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0663_SP_SET: STONE POST
 KA0663_STAMPING: ELEV 858.850 FT P 3
 KA0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0663+STABILITY: SURFACE MOTION
 KA0663
 KA0663  HISTORY     - Date     Condition        Report By
 KA0663  HISTORY     - UNK      MONUMENTED       CGS
 KA0663  HISTORY     - 1946     GOOD             NGS
 KA0663  HISTORY     - 1981     GOOD             LOCSUR
 KA0663  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0663
 KA0663                          STATION DESCRIPTION
 KA0663
 KA0663'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0468 ***********************************************************************
 JA0468  DESIGNATION -  P 3
 JA0468  PID         -  JA0468
 JA0468  STATE/COUNTY-  IN/HARRISON
 JA0468  USGS QUAD   -  MAUCKPORT (1994)
 JA0468
 JA0468                         *CURRENT SURVEY CONTROL
 JA0468  ___________________________________________________________________
 JA0468* NAD 83(1986)-  38 02 19.     (N)    086 13 47.     (W)     SCALED    
 JA0468* NAVD 88     -       133.158  (meters)     436.87   (feet)  ADJUSTED  
 JA0468  ___________________________________________________________________
 JA0468  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JA0468  DYNAMIC HT  -         133.064 (meters)     436.56  (feet)  COMP
 JA0468  MODELED GRAV-     979,922.0   (mgal)                       NAVD 88
 JA0468
 JA0468  VERT ORDER  -  FIRST     CLASS II
 JA0468
 JA0468.The horizontal coordinates were scaled from a topographic map and have
 JA0468.an estimated accuracy of +/- 6 seconds.
 JA0468
 JA0468.The orthometric height was determined by differential leveling
 JA0468.and adjusted by the National Geodetic Survey in June 1991..
 JA0468
 JA0468.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0468.See file dsdata.txt to determine how the superseded data were derived.
 JA0468
 JA0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH675103(NAD 83)
 JA0468_MARKER: DD = SURVEY DISK
 JA0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0468_STAMPING: BM - P - 3 1962
 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       DOD
 JA0468  HISTORY     - 1965     GOOD             NGS
 JA0468
 JA0468                          STATION DESCRIPTION
 JA0468
 JA0468'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0814 ***********************************************************************
 MD0814  DESIGNATION -  P 305
 MD0814  PID         -  MD0814
 MD0814  STATE/COUNTY-  IN/ALLEN
 MD0814  USGS QUAD   -  CHURUBUSCO (1965)
 MD0814
 MD0814                         *CURRENT SURVEY CONTROL
 MD0814  ___________________________________________________________________
 MD0814* NAD 83(1986)-  41 08 50.     (N)    085 15 48.     (W)     SCALED    
 MD0814* NAVD 88     -       261.347  (meters)     857.44   (feet)  ADJUSTED  
 MD0814  ___________________________________________________________________
 MD0814  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MD0814  DYNAMIC HT  -         261.248 (meters)     857.11  (feet)  COMP
 MD0814  MODELED GRAV-     980,236.7   (mgal)                       NAVD 88
 MD0814
 MD0814  VERT ORDER  -  SECOND    CLASS 0
 MD0814
 MD0814.The horizontal coordinates were scaled from a topographic map and have
 MD0814.an estimated accuracy of +/- 6 seconds.
 MD0814
 MD0814.The orthometric height was determined by differential leveling
 MD0814.and adjusted by the National Geodetic Survey in June 1991..
 MD0814
 MD0814.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0814.See file dsdata.txt to determine how the superseded data were derived.
 MD0814
 MD0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL457565(NAD 83)
 MD0814_MARKER: DB = BENCH MARK DISK
 MD0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0814_STAMPING: P 305 1963
 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 = OCTOBER  6, 2006
 JA0076 ***********************************************************************
 JA0076  DESIGNATION -  P 309
 JA0076  PID         -  JA0076
 JA0076  STATE/COUNTY-  IN/ORANGE
 JA0076  USGS QUAD   -  MITCHELL (1980)
 JA0076
 JA0076                         *CURRENT SURVEY CONTROL
 JA0076  ___________________________________________________________________
 JA0076* NAD 83(1986)-  38 39 29.     (N)    086 26 51.     (W)     SCALED    
 JA0076* NAVD 88     -       194.890  (meters)     639.40   (feet)  ADJUSTED  
 JA0076  ___________________________________________________________________
 JA0076  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JA0076  DYNAMIC HT  -         194.760 (meters)     638.98  (feet)  COMP
 JA0076  MODELED GRAV-     979,959.0   (mgal)                       NAVD 88
 JA0076
 JA0076  VERT ORDER  -  FIRST     CLASS II
 JA0076
 JA0076.The horizontal coordinates were scaled from a topographic map and have
 JA0076.an estimated accuracy of +/- 6 seconds.
 JA0076
 JA0076.The orthometric height was determined by differential leveling
 JA0076.and adjusted by the National Geodetic Survey in June 1991..
 JA0076
 JA0076.The geoid height was determined by GEOID03.
 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     -   378,730.      955,340.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0076.See file dsdata.txt to determine how the superseded data were derived.
 JA0076
 JA0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH480789(NAD 83)
 JA0076_MARKER: DB = BENCH MARK DISK
 JA0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0076_STAMPING: P 309 1965
 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 = OCTOBER  6, 2006
 LB0722 ***********************************************************************
 LB0722  DESIGNATION -  P 31
 LB0722  PID         -  LB0722
 LB0722  STATE/COUNTY-  IN/CLINTON
 LB0722  USGS QUAD   -  MULBERRY (1980)
 LB0722
 LB0722                         *CURRENT SURVEY CONTROL
 LB0722  ___________________________________________________________________
 LB0722* NAD 83(1986)-  40 20 25.     (N)    086 39 58.     (W)     SCALED    
 LB0722* NAVD 88     -       234.591  (meters)     769.65   (feet)  ADJUSTED  
 LB0722  ___________________________________________________________________
 LB0722  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 LB0722  DYNAMIC HT  -         234.471 (meters)     769.26  (feet)  COMP
 LB0722  MODELED GRAV-     980,106.4   (mgal)                       NAVD 88
 LB0722
 LB0722  VERT ORDER  -  SECOND    CLASS 0
 LB0722
 LB0722.The horizontal coordinates were scaled from a topographic map and have
 LB0722.an estimated accuracy of +/- 6 seconds.
 LB0722
 LB0722.The orthometric height was determined by differential leveling
 LB0722.and adjusted by the National Geodetic Survey in June 1991..
 LB0722.WARNING-Repeat measurements at this control monument indicate possible
 LB0722.vertical movement.
 LB0722
 LB0722.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0722.See file dsdata.txt to determine how the superseded data were derived.
 LB0722
 LB0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK283655(NAD 83)
 LB0722_MARKER: DB = BENCH MARK DISK
 LB0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0722_STAMPING: P 31 1934
 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 = OCTOBER  6, 2006
 JA0375 ***********************************************************************
 JA0375  DESIGNATION -  P 310
 JA0375  PID         -  JA0375
 JA0375  STATE/COUNTY-  IN/ORANGE
 JA0375  USGS QUAD   -  VALEENE (1993)
 JA0375
 JA0375                         *CURRENT SURVEY CONTROL
 JA0375  ___________________________________________________________________
 JA0375* NAD 83(1986)-  38 25 14.     (N)    086 27 10.     (W)     SCALED    
 JA0375* NAVD 88     -       231.842  (meters)     760.63   (feet)  ADJUSTED  
 JA0375  ___________________________________________________________________
 JA0375  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 JA0375  DYNAMIC HT  -         231.679 (meters)     760.10  (feet)  COMP
 JA0375  MODELED GRAV-     979,920.2   (mgal)                       NAVD 88
 JA0375
 JA0375  VERT ORDER  -  FIRST     CLASS II
 JA0375
 JA0375.The horizontal coordinates were scaled from a topographic map and have
 JA0375.an estimated accuracy of +/- 6 seconds.
 JA0375
 JA0375.The orthometric height was determined by differential leveling
 JA0375.and adjusted by the National Geodetic Survey in June 1991..
 JA0375
 JA0375.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0375.See file dsdata.txt to determine how the superseded data were derived.
 JA0375
 JA0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH477526(NAD 83)
 JA0375_MARKER: DB = BENCH MARK DISK
 JA0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0375_STAMPING: P 310 1965
 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 = OCTOBER  6, 2006
 JA0730 ***********************************************************************
 JA0730  DESIGNATION -  P 311
 JA0730  PID         -  JA0730
 JA0730  STATE/COUNTY-  IN/DAVIESS
 JA0730  USGS QUAD   -  LOOGOOTEE (1978)
 JA0730
 JA0730                         *CURRENT SURVEY CONTROL
 JA0730  ___________________________________________________________________
 JA0730* NAD 83(1986)-  38 40 22.     (N)    086 57 12.     (W)     SCALED    
 JA0730* NAVD 88     -       158.252  (meters)     519.20   (feet)  ADJUSTED  
 JA0730  ___________________________________________________________________
 JA0730  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JA0730  DYNAMIC HT  -         158.151 (meters)     518.87  (feet)  COMP
 JA0730  MODELED GRAV-     979,987.1   (mgal)                       NAVD 88
 JA0730
 JA0730  VERT ORDER  -  FIRST     CLASS II
 JA0730
 JA0730.The horizontal coordinates were scaled from a topographic map and have
 JA0730.an estimated accuracy of +/- 6 seconds.
 JA0730
 JA0730.The orthometric height was determined by differential leveling
 JA0730.and adjusted by the National Geodetic Survey in June 1991..
 JA0730
 JA0730.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0730.See file dsdata.txt to determine how the superseded data were derived.
 JA0730
 JA0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH040804(NAD 83)
 JA0730_MARKER: DB = BENCH MARK DISK
 JA0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0730_STAMPING: P 311 1965
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0259 ***********************************************************************
 JA0259  DESIGNATION -  P 312
 JA0259  PID         -  JA0259
 JA0259  STATE/COUNTY-  IN/HARRISON
 JA0259  USGS QUAD   -  MILLTOWN (1980)
 JA0259
 JA0259                         *CURRENT SURVEY CONTROL
 JA0259  ___________________________________________________________________
 JA0259* NAD 83(1986)-  38 20 22.     (N)    086 15 14.     (W)     SCALED    
 JA0259* NAVD 88     -       197.073  (meters)     646.56   (feet)  ADJUSTED  
 JA0259  ___________________________________________________________________
 JA0259  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JA0259  DYNAMIC HT  -         196.935 (meters)     646.11  (feet)  COMP
 JA0259  MODELED GRAV-     979,923.9   (mgal)                       NAVD 88
 JA0259
 JA0259  VERT ORDER  -  FIRST     CLASS II
 JA0259
 JA0259.The horizontal coordinates were scaled from a topographic map and have
 JA0259.an estimated accuracy of +/- 6 seconds.
 JA0259
 JA0259.The orthometric height was determined by differential leveling
 JA0259.and adjusted by the National Geodetic Survey in June 1991..
 JA0259
 JA0259.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0259.See file dsdata.txt to determine how the superseded data were derived.
 JA0259
 JA0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH652437(NAD 83)
 JA0259_MARKER: DB = BENCH MARK DISK
 JA0259_SETTING: 0 = UNSPECIFIED SETTING
 JA0259_STAMPING: P 312 1965
 JA0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 HZ1353 ***********************************************************************
 HZ1353  DESIGNATION -  P 313
 HZ1353  PID         -  HZ1353
 HZ1353  STATE/COUNTY-  IN/FLOYD
 HZ1353  USGS QUAD   -  GEORGETOWN (1993)
 HZ1353
 HZ1353                         *CURRENT SURVEY CONTROL
 HZ1353  ___________________________________________________________________
 HZ1353* NAD 83(1986)-  38 17 14.     (N)    085 54 16.     (W)     SCALED    
 HZ1353* NAVD 88     -       241.808  (meters)     793.33   (feet)  ADJUSTED  
 HZ1353  ___________________________________________________________________
 HZ1353  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 HZ1353  DYNAMIC HT  -         241.640 (meters)     792.78  (feet)  COMP
 HZ1353  MODELED GRAV-     979,930.8   (mgal)                       NAVD 88
 HZ1353
 HZ1353  VERT ORDER  -  FIRST     CLASS II
 HZ1353
 HZ1353.The horizontal coordinates were scaled from a topographic map and have
 HZ1353.an estimated accuracy of +/- 6 seconds.
 HZ1353
 HZ1353.The orthometric height was determined by differential leveling
 HZ1353.and adjusted by the National Geodetic Survey in June 1991..
 HZ1353
 HZ1353.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1353.See file dsdata.txt to determine how the superseded data were derived.
 HZ1353
 HZ1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH958382(NAD 83)
 HZ1353_MARKER: DB = BENCH MARK DISK
 HZ1353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1353_SP_SET: FOOTING
 HZ1353_STAMPING: P 313 1965
 HZ1353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JA0878 ***********************************************************************
 JA0878  DESIGNATION -  P 314
 JA0878  PID         -  JA0878
 JA0878  STATE/COUNTY-  IN/KNOX
 JA0878  USGS QUAD   -  FRITCHTON (1988)
 JA0878
 JA0878                         *CURRENT SURVEY CONTROL
 JA0878  ___________________________________________________________________
 JA0878* NAD 83(1986)-  38 40 56.     (N)    087 25 28.     (W)     SCALED    
 JA0878* NAVD 88     -       161.795  (meters)     530.82   (feet)  ADJUSTED  
 JA0878  ___________________________________________________________________
 JA0878  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 JA0878  DYNAMIC HT  -         161.694 (meters)     530.49  (feet)  COMP
 JA0878  MODELED GRAV-     980,002.5   (mgal)                       NAVD 88
 JA0878
 JA0878  VERT ORDER  -  FIRST     CLASS II
 JA0878
 JA0878.The horizontal coordinates were scaled from a topographic map and have
 JA0878.an estimated accuracy of +/- 6 seconds.
 JA0878
 JA0878.The orthometric height was determined by differential leveling
 JA0878.and adjusted by the National Geodetic Survey in June 1991..
 JA0878
 JA0878.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0878.See file dsdata.txt to determine how the superseded data were derived.
 JA0878
 JA0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH630815(NAD 83)
 JA0878_MARKER: DB = BENCH MARK DISK
 JA0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0878_STAMPING: P 314 1965
 JA0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0878+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 JA1084 ***********************************************************************
 JA1084  DESIGNATION -  P 315
 JA1084  PID         -  JA1084
 JA1084  STATE/COUNTY-  IN/PIKE
 JA1084  USGS QUAD   -  PETERSBURG (1980)
 JA1084
 JA1084                         *CURRENT SURVEY CONTROL
 JA1084  ___________________________________________________________________
 JA1084* NAD 83(1986)-  38 27 55.     (N)    087 17 00.     (W)     SCALED    
 JA1084* NAVD 88     -       135.699  (meters)     445.21   (feet)  ADJUSTED  
 JA1084  ___________________________________________________________________
 JA1084  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 JA1084  DYNAMIC HT  -         135.611 (meters)     444.92  (feet)  COMP
 JA1084  MODELED GRAV-     979,975.2   (mgal)                       NAVD 88
 JA1084
 JA1084  VERT ORDER  -  FIRST     CLASS II
 JA1084
 JA1084.The horizontal coordinates were scaled from a topographic map and have
 JA1084.an estimated accuracy of +/- 6 seconds.
 JA1084
 JA1084.The orthometric height was determined by differential leveling
 JA1084.and adjusted by the National Geodetic Survey in June 1991..
 JA1084
 JA1084.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1084.See file dsdata.txt to determine how the superseded data were derived.
 JA1084
 JA1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH752574(NAD 83)
 JA1084_MARKER: DB = BENCH MARK DISK
 JA1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1084_STAMPING: P 315 1965
 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 = OCTOBER  6, 2006
 JA1046 ***********************************************************************
 JA1046  DESIGNATION -  P 316
 JA1046  PID         -  JA1046
 JA1046  STATE/COUNTY-  IN/WARRICK
 JA1046  USGS QUAD   -  ELBERFELD (1988)
 JA1046
 JA1046                         *CURRENT SURVEY CONTROL
 JA1046  ___________________________________________________________________
 JA1046* NAD 83(1986)-  38 08 38.     (N)    087 27 20.     (W)     SCALED    
 JA1046* NAVD 88     -       121.838  (meters)     399.73   (feet)  ADJUSTED  
 JA1046  ___________________________________________________________________
 JA1046  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 JA1046  DYNAMIC HT  -         121.755 (meters)     399.46  (feet)  COMP
 JA1046  MODELED GRAV-     979,949.9   (mgal)                       NAVD 88
 JA1046
 JA1046  VERT ORDER  -  FIRST     CLASS II
 JA1046
 JA1046.The horizontal coordinates were scaled from a topographic map and have
 JA1046.an estimated accuracy of +/- 6 seconds.
 JA1046
 JA1046.The orthometric height was determined by differential leveling
 JA1046.and adjusted by the National Geodetic Survey in June 1991..
 JA1046
 JA1046.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1046.See file dsdata.txt to determine how the superseded data were derived.
 JA1046
 JA1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH600218(NAD 83)
 JA1046_MARKER: DB = BENCH MARK DISK
 JA1046_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA1046_SP_SET: 1 FOOT
 JA1046_STAMPING: P 316 1965
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0613 ***********************************************************************
 JA0613  DESIGNATION -  P 317
 JA0613  PID         -  JA0613
 JA0613  STATE/COUNTY-  IN/SPENCER
 JA0613  USGS QUAD   -  DALE (1980)
 JA0613
 JA0613                         *CURRENT SURVEY CONTROL
 JA0613  ___________________________________________________________________
 JA0613* NAD 83(1986)-  38 08 52.     (N)    086 59 01.     (W)     SCALED    
 JA0613* NAVD 88     -       124.349  (meters)     407.97   (feet)  ADJUSTED  
 JA0613  ___________________________________________________________________
 JA0613  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 JA0613  DYNAMIC HT  -         124.266 (meters)     407.70  (feet)  COMP
 JA0613  MODELED GRAV-     979,956.8   (mgal)                       NAVD 88
 JA0613
 JA0613  VERT ORDER  -  FIRST     CLASS II
 JA0613
 JA0613.The horizontal coordinates were scaled from a topographic map and have
 JA0613.an estimated accuracy of +/- 6 seconds.
 JA0613
 JA0613.The orthometric height was determined by differential leveling
 JA0613.and adjusted by the National Geodetic Survey in June 1991..
 JA0613
 JA0613.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0613.See file dsdata.txt to determine how the superseded data were derived.
 JA0613
 JA0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH014222(NAD 83)
 JA0613_MARKER: DB = BENCH MARK DISK
 JA0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0613_STAMPING: P 317 1965
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA1077 ***********************************************************************
 HA1077  DESIGNATION -  P 318
 HA1077  PID         -  HA1077
 HA1077  STATE/COUNTY-  IN/POSEY
 HA1077  USGS QUAD   -  MOUNT VERNON (1981)
 HA1077
 HA1077                         *CURRENT SURVEY CONTROL
 HA1077  ___________________________________________________________________
 HA1077* NAD 83(1986)-  37 55 36.     (N)    087 54 30.     (W)     SCALED    
 HA1077* NAVD 88     -       116.925  (meters)     383.61   (feet)  ADJUSTED  
 HA1077  ___________________________________________________________________
 HA1077  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HA1077  DYNAMIC HT  -         116.845 (meters)     383.35  (feet)  COMP
 HA1077  MODELED GRAV-     979,947.4   (mgal)                       NAVD 88
 HA1077
 HA1077  VERT ORDER  -  FIRST     CLASS II
 HA1077
 HA1077.The horizontal coordinates were scaled from a topographic map and have
 HA1077.an estimated accuracy of +/- 6 seconds.
 HA1077
 HA1077.The orthometric height was determined by differential leveling
 HA1077.and adjusted by the National Geodetic Survey in June 1991..
 HA1077
 HA1077.The geoid height was determined by GEOID03.
 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     -   297,680.      827,470.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1077.See file dsdata.txt to determine how the superseded data were derived.
 HA1077
 HA1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG201980(NAD 83)
 HA1077_MARKER: DB = BENCH MARK DISK
 HA1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA1077_STAMPING: P 318 1965
 HA1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA1077+STABILITY: SURFACE MOTION
 HA1077
 HA1077  HISTORY     - Date     Condition        Report By
 HA1077  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ0798 ***********************************************************************
 HZ0798  DESIGNATION -  P 319
 HZ0798  PID         -  HZ0798
 HZ0798  STATE/COUNTY-  IN/SWITZERLAND
 HZ0798  USGS QUAD   -  PATRIOT (1994)
 HZ0798
 HZ0798                         *CURRENT SURVEY CONTROL
 HZ0798  ___________________________________________________________________
 HZ0798* NAD 83(1986)-  38 50 55.     (N)    084 48 47.     (W)     SCALED    
 HZ0798* NAVD 88     -       145.141  (meters)     476.18   (feet)  ADJUSTED  
 HZ0798  ___________________________________________________________________
 HZ0798  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HZ0798  DYNAMIC HT  -         145.049 (meters)     475.88  (feet)  COMP
 HZ0798  MODELED GRAV-     979,992.8   (mgal)                       NAVD 88
 HZ0798
 HZ0798  VERT ORDER  -  FIRST     CLASS II
 HZ0798
 HZ0798.The horizontal coordinates were scaled from a topographic map and have
 HZ0798.an estimated accuracy of +/- 6 seconds.
 HZ0798
 HZ0798.The orthometric height was determined by differential leveling
 HZ0798.and adjusted by the National Geodetic Survey in June 1991..
 HZ0798
 HZ0798.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0798.See file dsdata.txt to determine how the superseded data were derived.
 HZ0798
 HZ0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ897022(NAD 83)
 HZ0798_MARKER: DB = BENCH MARK DISK
 HZ0798_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0798_SP_SET: CULVERT
 HZ0798_STAMPING: P 319 1965
 HZ0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0752 ***********************************************************************
 LB0752  DESIGNATION -  P 32
 LB0752  PID         -  LB0752
 LB0752  STATE/COUNTY-  IN/CLINTON
 LB0752  USGS QUAD   -  COLFAX (1980)
 LB0752
 LB0752                         *CURRENT SURVEY CONTROL
 LB0752  ___________________________________________________________________
 LB0752* NAD 83(1986)-  40 11 37.     (N)    086 39 57.     (W)     SCALED    
 LB0752* NAVD 88     -       258.191  (meters)     847.08   (feet)  ADJUSTED  
 LB0752  ___________________________________________________________________
 LB0752  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 LB0752  DYNAMIC HT  -         258.055 (meters)     846.64  (feet)  COMP
 LB0752  MODELED GRAV-     980,089.2   (mgal)                       NAVD 88
 LB0752
 LB0752  VERT ORDER  -  SECOND    CLASS 0
 LB0752
 LB0752.The horizontal coordinates were scaled from a topographic map and have
 LB0752.an estimated accuracy of +/- 6 seconds.
 LB0752
 LB0752.The orthometric height was determined by differential leveling
 LB0752.and adjusted by the National Geodetic Survey in June 1991..
 LB0752
 LB0752.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0752.See file dsdata.txt to determine how the superseded data were derived.
 LB0752
 LB0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK284493(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0752
 LB0752  HISTORY     - Date     Condition        Report By
 LB0752  HISTORY     - 1934     MONUMENTED       CGS
 LB0752  HISTORY     - 1946     GOOD             NGS
 LB0752
 LB0752                          STATION DESCRIPTION
 LB0752
 LB0752'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1046 ***********************************************************************
 HZ1046  DESIGNATION -  P 320
 HZ1046  PID         -  HZ1046
 HZ1046  STATE/COUNTY-  IN/JEFFERSON
 HZ1046  USGS QUAD   -  MADISON EAST (1994)
 HZ1046
 HZ1046                         *CURRENT SURVEY CONTROL
 HZ1046  ___________________________________________________________________
 HZ1046* NAD 83(1986)-  38 44 18.     (N)    085 15 16.     (W)     SCALED    
 HZ1046* NAVD 88     -       145.034  (meters)     475.83   (feet)  ADJUSTED  
 HZ1046  ___________________________________________________________________
 HZ1046  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 HZ1046  DYNAMIC HT  -         144.940 (meters)     475.52  (feet)  COMP
 HZ1046  MODELED GRAV-     979,977.9   (mgal)                       NAVD 88
 HZ1046
 HZ1046  VERT ORDER  -  FIRST     CLASS II
 HZ1046
 HZ1046.The horizontal coordinates were scaled from a topographic map and have
 HZ1046.an estimated accuracy of +/- 6 seconds.
 HZ1046
 HZ1046.The orthometric height was determined by differential leveling
 HZ1046.and adjusted by the National Geodetic Survey in June 1991..
 HZ1046
 HZ1046.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1046.See file dsdata.txt to determine how the superseded data were derived.
 HZ1046
 HZ1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH517891(NAD 83)
 HZ1046_MARKER: DB = BENCH MARK DISK
 HZ1046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1046_SP_SET: CULVERT
 HZ1046_STAMPING: P 320 1965
 HZ1046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 HZ1706 ***********************************************************************
 HZ1706  DESIGNATION -  P 321
 HZ1706  PID         -  HZ1706
 HZ1706  STATE/COUNTY-  IN/JEFFERSON
 HZ1706  USGS QUAD   -  KENT (1994)
 HZ1706
 HZ1706                         *CURRENT SURVEY CONTROL
 HZ1706  ___________________________________________________________________
 HZ1706* NAD 83(1986)-  38 40 21.     (N)    085 31 33.     (W)     SCALED    
 HZ1706* NAVD 88     -       240.125  (meters)     787.81   (feet)  ADJUSTED  
 HZ1706  ___________________________________________________________________
 HZ1706  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HZ1706  DYNAMIC HT  -         239.966 (meters)     787.29  (feet)  COMP
 HZ1706  MODELED GRAV-     979,958.5   (mgal)                       NAVD 88
 HZ1706
 HZ1706  VERT ORDER  -  FIRST     CLASS II
 HZ1706
 HZ1706.The horizontal coordinates were scaled from a topographic map and have
 HZ1706.an estimated accuracy of +/- 6 seconds.
 HZ1706
 HZ1706.The orthometric height was determined by differential leveling
 HZ1706.and adjusted by the National Geodetic Survey in June 1991..
 HZ1706
 HZ1706.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1706.See file dsdata.txt to determine how the superseded data were derived.
 HZ1706
 HZ1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH282814(NAD 83)
 HZ1706_MARKER: DB = BENCH MARK DISK
 HZ1706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1706_SP_SET: CULVERT
 HZ1706_STAMPING: P 321 1965
 HZ1706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ1706
 HZ1706  HISTORY     - Date     Condition        Report By
 HZ1706  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1628 ***********************************************************************
 HZ1628  DESIGNATION -  P 322
 HZ1628  PID         -  HZ1628
 HZ1628  STATE/COUNTY-  IN/CLARK
 HZ1628  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ1628
 HZ1628                         *CURRENT SURVEY CONTROL
 HZ1628  ___________________________________________________________________
 HZ1628* NAD 83(1986)-  38 18 37.     (N)    085 40 35.     (W)     SCALED    
 HZ1628* NAVD 88     -       133.884  (meters)     439.25   (feet)  ADJUSTED  
 HZ1628  ___________________________________________________________________
 HZ1628  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HZ1628  DYNAMIC HT  -         133.794 (meters)     438.96  (feet)  COMP
 HZ1628  MODELED GRAV-     979,956.4   (mgal)                       NAVD 88
 HZ1628
 HZ1628  VERT ORDER  -  FIRST     CLASS II
 HZ1628
 HZ1628.The horizontal coordinates were scaled from a topographic map and have
 HZ1628.an estimated accuracy of +/- 6 seconds.
 HZ1628
 HZ1628.The orthometric height was determined by differential leveling
 HZ1628.and adjusted by the National Geodetic Survey in June 1991..
 HZ1628
 HZ1628.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1628.See file dsdata.txt to determine how the superseded data were derived.
 HZ1628
 HZ1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH157410(NAD 83)
 HZ1628_MARKER: DB = BENCH MARK DISK
 HZ1628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1628_SP_SET: CONCRETE SEWER LIFT
 HZ1628_STAMPING: P 322 1965
 HZ1628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 HZ1588 ***********************************************************************
 HZ1588  DESIGNATION -  P 323
 HZ1588  PID         -  HZ1588
 HZ1588  STATE/COUNTY-  IN/HARRISON
 HZ1588  USGS QUAD   -  KOSMOSDALE (1994)
 HZ1588
 HZ1588                         *CURRENT SURVEY CONTROL
 HZ1588  ___________________________________________________________________
 HZ1588* NAD 83(1986)-  38 05 55.     (N)    085 54 46.     (W)     SCALED    
 HZ1588* NAVD 88     -       130.636  (meters)     428.59   (feet)  ADJUSTED  
 HZ1588  ___________________________________________________________________
 HZ1588  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 HZ1588  DYNAMIC HT  -         130.546 (meters)     428.30  (feet)  COMP
 HZ1588  MODELED GRAV-     979,942.7   (mgal)                       NAVD 88
 HZ1588
 HZ1588  VERT ORDER  -  FIRST     CLASS II
 HZ1588
 HZ1588.The horizontal coordinates were scaled from a topographic map and have
 HZ1588.an estimated accuracy of +/- 6 seconds.
 HZ1588
 HZ1588.The orthometric height was determined by differential leveling
 HZ1588.and adjusted by the National Geodetic Survey in June 1991..
 HZ1588
 HZ1588.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1588.See file dsdata.txt to determine how the superseded data were derived.
 HZ1588
 HZ1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH953173(NAD 83)
 HZ1588_MARKER: DB = BENCH MARK DISK
 HZ1588_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HZ1588_SP_SET: BRIDGE
 HZ1588_STAMPING: P 323 1965
 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 = OCTOBER  6, 2006
 JA0475 ***********************************************************************
 JA0475  DESIGNATION -  P 324
 JA0475  PID         -  JA0475
 JA0475  STATE/COUNTY-  IN/HARRISON
 JA0475  USGS QUAD   -  NEW AMSTERDAM (1978)
 JA0475
 JA0475                         *CURRENT SURVEY CONTROL
 JA0475  ___________________________________________________________________
 JA0475* NAD 83(1986)-  38 05 09.     (N)    086 16 22.     (W)     SCALED    
 JA0475* NAVD 88     -       135.305  (meters)     443.91   (feet)  ADJUSTED  
 JA0475  ___________________________________________________________________
 JA0475  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JA0475  DYNAMIC HT  -         135.210 (meters)     443.60  (feet)  COMP
 JA0475  MODELED GRAV-     979,921.2   (mgal)                       NAVD 88
 JA0475
 JA0475  VERT ORDER  -  FIRST     CLASS II
 JA0475
 JA0475.The horizontal coordinates were scaled from a topographic map and have
 JA0475.an estimated accuracy of +/- 6 seconds.
 JA0475
 JA0475.The orthometric height was determined by differential leveling
 JA0475.and adjusted by the National Geodetic Survey in June 1991..
 JA0475
 JA0475.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0475.See file dsdata.txt to determine how the superseded data were derived.
 JA0475
 JA0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH637155(NAD 83)
 JA0475_MARKER: DB = BENCH MARK DISK
 JA0475_SETTING: 66 = SET IN ROCK OUTCROP
 JA0475_SP_SET: ROCK OUTCROP
 JA0475_STAMPING: P 324 1965
 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 = OCTOBER  6, 2006
 HA1096 ***********************************************************************
 HA1096  DESIGNATION -  P 325
 HA1096  PID         -  HA1096
 HA1096  STATE/COUNTY-  IN/POSEY
 HA1096  USGS QUAD   -  WEST FRANKLIN (1981)
 HA1096
 HA1096                         *CURRENT SURVEY CONTROL
 HA1096  ___________________________________________________________________
 HA1096* NAD 83(1986)-  37 56 37.     (N)    087 41 58.     (W)     SCALED    
 HA1096* NAVD 88     -       115.364  (meters)     378.49   (feet)  ADJUSTED  
 HA1096  ___________________________________________________________________
 HA1096  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HA1096  DYNAMIC HT  -         115.283 (meters)     378.22  (feet)  COMP
 HA1096  MODELED GRAV-     979,933.3   (mgal)                       NAVD 88
 HA1096
 HA1096  VERT ORDER  -  FIRST     CLASS II
 HA1096
 HA1096.The horizontal coordinates were scaled from a topographic map and have
 HA1096.an estimated accuracy of +/- 6 seconds.
 HA1096
 HA1096.The orthometric height was determined by differential leveling
 HA1096.and adjusted by the National Geodetic Survey in June 1991..
 HA1096
 HA1096.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1096.See file dsdata.txt to determine how the superseded data were derived.
 HA1096
 HA1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG385997(NAD 83)
 HA1096_MARKER: DB = BENCH MARK DISK
 HA1096_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HA1096_SP_SET: 56 FEET
 HA1096_STAMPING: P 325 1965
 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 = OCTOBER  6, 2006
 HA0721 ***********************************************************************
 HA0721  DESIGNATION -  P 326
 HA0721  PID         -  HA0721
 HA0721  STATE/COUNTY-  IN/WARRICK
 HA0721  USGS QUAD   -  YANKEETOWN (1983)
 HA0721
 HA0721                         *CURRENT SURVEY CONTROL
 HA0721  ___________________________________________________________________
 HA0721* NAD 83(1986)-  37 55 31.     (N)    087 19 23.     (W)     SCALED    
 HA0721* NAVD 88     -       119.167  (meters)     390.97   (feet)  ADJUSTED  
 HA0721  ___________________________________________________________________
 HA0721  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HA0721  DYNAMIC HT  -         119.085 (meters)     390.70  (feet)  COMP
 HA0721  MODELED GRAV-     979,938.7   (mgal)                       NAVD 88
 HA0721
 HA0721  VERT ORDER  -  FIRST     CLASS II
 HA0721
 HA0721.The horizontal coordinates were scaled from a topographic map and have
 HA0721.an estimated accuracy of +/- 6 seconds.
 HA0721
 HA0721.The orthometric height was determined by differential leveling
 HA0721.and adjusted by the National Geodetic Survey in June 1991..
 HA0721
 HA0721.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0721.See file dsdata.txt to determine how the superseded data were derived.
 HA0721
 HA0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG716975(NAD 83)
 HA0721_MARKER: DB = BENCH MARK DISK
 HA0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0721_STAMPING: P 326 1965
 HA0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HA0721+STABILITY: SURFACE MOTION
 HA0721
 HA0721  HISTORY     - Date     Condition        Report By
 HA0721  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0631 ***********************************************************************
 JA0631  DESIGNATION -  P 327
 JA0631  PID         -  JA0631
 JA0631  STATE/COUNTY-  IN/PERRY
 JA0631  USGS QUAD   -  DERBY (1993)
 JA0631
 JA0631                         *CURRENT SURVEY CONTROL
 JA0631  ___________________________________________________________________
 JA0631* NAD 83(1986)-  38 02 05.     (N)    086 31 21.     (W)     SCALED    
 JA0631* NAVD 88     -       126.022  (meters)     413.46   (feet)  ADJUSTED  
 JA0631  ___________________________________________________________________
 JA0631  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JA0631  DYNAMIC HT  -         125.931 (meters)     413.16  (feet)  COMP
 JA0631  MODELED GRAV-     979,909.7   (mgal)                       NAVD 88
 JA0631
 JA0631  VERT ORDER  -  FIRST     CLASS II
 JA0631
 JA0631.The horizontal coordinates were scaled from a topographic map and have
 JA0631.an estimated accuracy of +/- 6 seconds.
 JA0631
 JA0631.The orthometric height was determined by differential leveling
 JA0631.and adjusted by the National Geodetic Survey in June 1991..
 JA0631
 JA0631.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0631.See file dsdata.txt to determine how the superseded data were derived.
 JA0631
 JA0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH419097(NAD 83)
 JA0631_MARKER: DB = BENCH MARK DISK
 JA0631_SETTING: 66 = SET IN ROCK OUTCROP
 JA0631_SP_SET: ROCK OUTCROP
 JA0631_STAMPING: P 327 1965
 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 = OCTOBER  6, 2006
 JA0565 ***********************************************************************
 JA0565  DESIGNATION -  P 328
 JA0565  PID         -  JA0565
 JA0565  STATE/COUNTY-  IN/DUBOIS
 JA0565  USGS QUAD   -  SAINT ANTHONY (1990)
 JA0565
 JA0565                         *CURRENT SURVEY CONTROL
 JA0565  ___________________________________________________________________
 JA0565* NAD 83(1986)-  38 18 28.     (N)    086 49 44.     (W)     SCALED    
 JA0565* NAVD 88     -       146.779  (meters)     481.56   (feet)  ADJUSTED  
 JA0565  ___________________________________________________________________
 JA0565  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 JA0565  DYNAMIC HT  -         146.679 (meters)     481.23  (feet)  COMP
 JA0565  MODELED GRAV-     979,946.2   (mgal)                       NAVD 88
 JA0565
 JA0565  VERT ORDER  -  FIRST     CLASS II
 JA0565
 JA0565.The horizontal coordinates were scaled from a topographic map and have
 JA0565.an estimated accuracy of +/- 6 seconds.
 JA0565
 JA0565.The orthometric height was determined by differential leveling
 JA0565.and adjusted by the National Geodetic Survey in June 1991..
 JA0565
 JA0565.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0565.See file dsdata.txt to determine how the superseded data were derived.
 JA0565
 JA0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH149399(NAD 83)
 JA0565_MARKER: DB = BENCH MARK DISK
 JA0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0565_STAMPING: P 328 1965
 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 = OCTOBER  6, 2006
 HA0545 ***********************************************************************
 HA0545  DESIGNATION -  P 329
 HA0545  PID         -  HA0545
 HA0545  STATE/COUNTY-  IN/SPENCER
 HA0545  USGS QUAD   -  LEWISPORT (1967)
 HA0545
 HA0545                         *CURRENT SURVEY CONTROL
 HA0545  ___________________________________________________________________
 HA0545* NAD 83(1986)-  37 59 08.     (N)    086 52 32.     (W)     SCALED    
 HA0545* NAVD 88     -       125.043  (meters)     410.25   (feet)  ADJUSTED  
 HA0545  ___________________________________________________________________
 HA0545  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 HA0545  DYNAMIC HT  -         124.957 (meters)     409.96  (feet)  COMP
 HA0545  MODELED GRAV-     979,943.5   (mgal)                       NAVD 88
 HA0545
 HA0545  VERT ORDER  -  FIRST     CLASS II
 HA0545
 HA0545.The horizontal coordinates were scaled from a topographic map and have
 HA0545.an estimated accuracy of +/- 6 seconds.
 HA0545
 HA0545.The orthometric height was determined by differential leveling
 HA0545.and adjusted by the National Geodetic Survey in June 1991..
 HA0545
 HA0545.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0545.See file dsdata.txt to determine how the superseded data were derived.
 HA0545
 HA0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH109042(NAD 83)
 HA0545_MARKER: DB = BENCH MARK DISK
 HA0545_SETTING: 66 = SET IN ROCK OUTCROP
 HA0545_SP_SET: ROCK OUTCROP
 HA0545_STAMPING: P 329 1965
 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 = OCTOBER  6, 2006
 KA0900 ***********************************************************************
 KA0900  DESIGNATION -  P 33
 KA0900  PID         -  KA0900
 KA0900  STATE/COUNTY-  IN/PARKE
 KA0900  USGS QUAD   -  CATLIN (1983)
 KA0900
 KA0900                         *CURRENT SURVEY CONTROL
 KA0900  ___________________________________________________________________
 KA0900* NAD 83(1986)-  39 42 34.     (N)    087 14 17.     (W)     SCALED    
 KA0900* NAVD 88     -       171.447  (meters)     562.49   (feet)  ADJUSTED  
 KA0900  ___________________________________________________________________
 KA0900  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KA0900  DYNAMIC HT  -         171.349 (meters)     562.17  (feet)  COMP
 KA0900  MODELED GRAV-     980,055.2   (mgal)                       NAVD 88
 KA0900
 KA0900  VERT ORDER  -  SECOND    CLASS 0
 KA0900
 KA0900.The horizontal coordinates were scaled from a topographic map and have
 KA0900.an estimated accuracy of +/- 6 seconds.
 KA0900
 KA0900.The orthometric height was determined by differential leveling
 KA0900.and adjusted by the National Geodetic Survey in June 1991..
 KA0900
 KA0900.The geoid height was determined by GEOID03.
 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     -   495,270.      886,730.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0900.See file dsdata.txt to determine how the superseded data were derived.
 KA0900
 KA0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ795955(NAD 83)
 KA0900_MARKER: DB = BENCH MARK DISK
 KA0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0900_STAMPING: P 33 1934
 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             NGS
 KA0900
 KA0900                          STATION DESCRIPTION
 KA0900
 KA0900'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA0498 ***********************************************************************
 HA0498  DESIGNATION -  P 330
 HA0498  PID         -  HA0498
 HA0498  STATE/COUNTY-  IN/PERRY
 HA0498  USGS QUAD   -  ROME (1993)
 HA0498
 HA0498                         *CURRENT SURVEY CONTROL
 HA0498  ___________________________________________________________________
 HA0498* NAD 83(1986)-  37 56 25.     (N)    086 31 45.     (W)     SCALED    
 HA0498* NAVD 88     -       161.860  (meters)     531.04   (feet)  ADJUSTED  
 HA0498  ___________________________________________________________________
 HA0498  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 HA0498  DYNAMIC HT  -         161.744 (meters)     530.66  (feet)  COMP
 HA0498  MODELED GRAV-     979,909.9   (mgal)                       NAVD 88
 HA0498
 HA0498  VERT ORDER  -  FIRST     CLASS II
 HA0498
 HA0498.The horizontal coordinates were scaled from a topographic map and have
 HA0498.an estimated accuracy of +/- 6 seconds.
 HA0498
 HA0498.The orthometric height was determined by differential leveling
 HA0498.and adjusted by the National Geodetic Survey in June 1991..
 HA0498
 HA0498.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0498.See file dsdata.txt to determine how the superseded data were derived.
 HA0498
 HA0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG413992(NAD 83)
 HA0498_MARKER: DB = BENCH MARK DISK
 HA0498_SETTING: 66 = SET IN ROCK OUTCROP
 HA0498_SP_SET: ROCK OUTCROP
 HA0498_STAMPING: P 330 1965
 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 = OCTOBER  6, 2006
 JA1003 ***********************************************************************
 JA1003  DESIGNATION -  P 331
 JA1003  PID         -  JA1003
 JA1003  STATE/COUNTY-  IN/PIKE
 JA1003  USGS QUAD   -  PETERSBURG (1980)
 JA1003
 JA1003                         *CURRENT SURVEY CONTROL
 JA1003  ___________________________________________________________________
 JA1003* NAD 83(1986)-  38 22 43.     (N)    087 15 15.     (W)     SCALED    
 JA1003* NAVD 88     -       133.942  (meters)     439.44   (feet)  ADJUSTED  
 JA1003  ___________________________________________________________________
 JA1003  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 JA1003  DYNAMIC HT  -         133.854 (meters)     439.15  (feet)  COMP
 JA1003  MODELED GRAV-     979,969.5   (mgal)                       NAVD 88
 JA1003
 JA1003  VERT ORDER  -  FIRST     CLASS II
 JA1003
 JA1003.The horizontal coordinates were scaled from a topographic map and have
 JA1003.an estimated accuracy of +/- 6 seconds.
 JA1003
 JA1003.The orthometric height was determined by differential leveling
 JA1003.and adjusted by the National Geodetic Survey in June 1991..
 JA1003
 JA1003.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1003.See file dsdata.txt to determine how the superseded data were derived.
 JA1003
 JA1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH778478(NAD 83)
 JA1003_MARKER: DB = BENCH MARK DISK
 JA1003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1003_SP_SET: OVERPASS
 JA1003_STAMPING: P 331 1965
 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 = OCTOBER  6, 2006
 MD0632 ***********************************************************************
 MD0632  DESIGNATION -  P 332
 MD0632  PID         -  MD0632
 MD0632  STATE/COUNTY-  IN/ALLEN
 MD0632  USGS QUAD   -  FORT WAYNE EAST (1981)
 MD0632
 MD0632                         *CURRENT SURVEY CONTROL
 MD0632  ___________________________________________________________________
 MD0632* NAD 83(1986)-  41 04 44.     (N)    085 06 54.     (W)     SCALED    
 MD0632* NAVD 88     -       233.946  (meters)     767.54   (feet)  ADJUSTED  
 MD0632  ___________________________________________________________________
 MD0632  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MD0632  DYNAMIC HT  -         233.853 (meters)     767.23  (feet)  COMP
 MD0632  MODELED GRAV-     980,220.6   (mgal)                       NAVD 88
 MD0632
 MD0632  VERT ORDER  -  FIRST     CLASS I
 MD0632
 MD0632.The horizontal coordinates were scaled from a topographic map and have
 MD0632.an estimated accuracy of +/- 6 seconds.
 MD0632
 MD0632.The orthometric height was determined by differential leveling
 MD0632.and adjusted by the National Geodetic Survey in June 1991..
 MD0632
 MD0632.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0632.See file dsdata.txt to determine how the superseded data were derived.
 MD0632
 MD0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL583492(NAD 83)
 MD0632_MARKER: DB = BENCH MARK DISK
 MD0632_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD0632_SP_SET: 15 FEET
 MD0632_STAMPING: P 332 1968
 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 = OCTOBER  6, 2006
 MD0660 ***********************************************************************
 MD0660  DESIGNATION -  P 333
 MD0660  PID         -  MD0660
 MD0660  STATE/COUNTY-  IN/WHITLEY
 MD0660  USGS QUAD   -  ARCOLA (1981)
 MD0660
 MD0660                         *CURRENT SURVEY CONTROL
 MD0660  ___________________________________________________________________
 MD0660* NAD 83(1986)-  41 07 09.     (N)    085 21 44.     (W)     SCALED    
 MD0660* NAVD 88     -       257.594  (meters)     845.12   (feet)  ADJUSTED  
 MD0660  ___________________________________________________________________
 MD0660  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 MD0660  DYNAMIC HT  -         257.495 (meters)     844.80  (feet)  COMP
 MD0660  MODELED GRAV-     980,231.1   (mgal)                       NAVD 88
 MD0660
 MD0660  VERT ORDER  -  FIRST     CLASS I
 MD0660
 MD0660.The horizontal coordinates were scaled from a topographic map and have
 MD0660.an estimated accuracy of +/- 6 seconds.
 MD0660
 MD0660.The orthometric height was determined by differential leveling
 MD0660.and adjusted by the National Geodetic Survey in April 1995..
 MD0660
 MD0660.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD0660
 MD0660  NAVD 88 (06/15/91)  257.586  (m)          845.10   (f) UNKNOWN     1 1
 MD0660  NGVD 29 (01/19/93)  257.743  (m)          845.61   (f) ADJUSTED    1 1
 MD0660
 MD0660.Superseded values are not recommended for survey control.
 MD0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0660.See file dsdata.txt to determine how the superseded data were derived.
 MD0660
 MD0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL374532(NAD 83)
 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 = OCTOBER  6, 2006
 ME0213 ***********************************************************************
 ME0213  DESIGNATION -  P 334
 ME0213  PID         -  ME0213
 ME0213  STATE/COUNTY-  IN/KOSCIUSKO
 ME0213  USGS QUAD   -  BOURBON (1994)
 ME0213
 ME0213                         *CURRENT SURVEY CONTROL
 ME0213  ___________________________________________________________________
 ME0213* NAD 83(1986)-  41 15 58.     (N)    086 00 05.     (W)     SCALED    
 ME0213* NAVD 88     -       243.680  (meters)     799.47   (feet)  ADJUSTED  
 ME0213  ___________________________________________________________________
 ME0213  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 ME0213  DYNAMIC HT  -         243.579 (meters)     799.14  (feet)  COMP
 ME0213  MODELED GRAV-     980,201.3   (mgal)                       NAVD 88
 ME0213
 ME0213  VERT ORDER  -  FIRST     CLASS I
 ME0213
 ME0213.The horizontal coordinates were scaled from a topographic map and have
 ME0213.an estimated accuracy of +/- 6 seconds.
 ME0213
 ME0213.The orthometric height was determined by differential leveling
 ME0213.and adjusted by the National Geodetic Survey in June 1991..
 ME0213
 ME0213.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0213
 ME0213  NGVD 29 (01/19/93)  243.811  (m)          799.90   (f) ADJUSTED    1 1
 ME0213
 ME0213.Superseded values are not recommended for survey control.
 ME0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0213.See file dsdata.txt to determine how the superseded data were derived.
 ME0213
 ME0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL836687(NAD 83)
 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 = OCTOBER  6, 2006
 ME0959 ***********************************************************************
 ME0959  DESIGNATION -  P 336
 ME0959  PID         -  ME0959
 ME0959  STATE/COUNTY-  IN/PORTER
 ME0959  USGS QUAD   -  PALMER (1992)
 ME0959
 ME0959                         *CURRENT SURVEY CONTROL
 ME0959  ___________________________________________________________________
 ME0959* NAD 83(1986)-  41 29 44.     (N)    087 07 59.     (W)     SCALED    
 ME0959* NAVD 88     -       206.177  (meters)     676.43   (feet)  ADJUSTED  
 ME0959  ___________________________________________________________________
 ME0959  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME0959  DYNAMIC HT  -         206.096 (meters)     676.17  (feet)  COMP
 ME0959  MODELED GRAV-     980,228.1   (mgal)                       NAVD 88
 ME0959
 ME0959  VERT ORDER  -  FIRST     CLASS I
 ME0959
 ME0959.The horizontal coordinates were scaled from a topographic map and have
 ME0959.an estimated accuracy of +/- 6 seconds.
 ME0959
 ME0959.The orthometric height was determined by differential leveling
 ME0959.and adjusted by the National Geodetic Survey in June 1991..
 ME0959
 ME0959.The geoid height was determined by GEOID03.
 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     -   693,590.      895,850.      MT  (+/- 180 meters Scaled)
 ME0959
 ME0959                          SUPERSEDED SURVEY CONTROL
 ME0959
 ME0959  NGVD 29 (01/19/93)  206.269  (m)          676.73   (f) ADJUSTED    1 1
 ME0959
 ME0959.Superseded values are not recommended for survey control.
 ME0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0959.See file dsdata.txt to determine how the superseded data were derived.
 ME0959
 ME0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL888937(NAD 83)
 ME0959_MARKER: DB = BENCH MARK DISK
 ME0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0959_SP_SET: CONCRETE POST
 ME0959_STAMPING: P 336 1968
 ME0959_MARK LOGO: CGS   
 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 - September 06, 1992
 ME0959
 ME0959  HISTORY     - Date     Condition        Report By
 ME0959  HISTORY     - 1968     MONUMENTED       CGS
 ME0959  HISTORY     - 19920906 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2129 ***********************************************************************
 ME2129  DESIGNATION -  P 349
 ME2129  PID         -  ME2129
 ME2129  STATE/COUNTY-  IN/PORTER
 ME2129  USGS QUAD   -  PORTAGE (1992)
 ME2129
 ME2129                         *CURRENT SURVEY CONTROL
 ME2129  ___________________________________________________________________
 ME2129* NAD 83(1986)-  41 36 42.     (N)    087 12 54.     (W)     SCALED    
 ME2129* NAVD 88     -       185.205  (meters)     607.63   (feet)  ADJUSTED  
 ME2129  ___________________________________________________________________
 ME2129  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME2129  DYNAMIC HT  -         185.137 (meters)     607.40  (feet)  COMP
 ME2129  MODELED GRAV-     980,252.9   (mgal)                       NAVD 88
 ME2129
 ME2129  VERT ORDER  -  FIRST     CLASS II
 ME2129
 ME2129.The horizontal coordinates were scaled from a topographic map and have
 ME2129.an estimated accuracy of +/- 6 seconds.
 ME2129
 ME2129.The orthometric height was determined by differential leveling
 ME2129.and adjusted by the National Geodetic Survey in June 1991..
 ME2129
 ME2129.The geoid height was determined by GEOID03.
 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     -   706,500.      889,030.      MT  (+/- 180 meters Scaled)
 ME2129
 ME2129                          SUPERSEDED SURVEY CONTROL
 ME2129
 ME2129  NGVD 29 (01/19/93)  185.304  (m)          607.95   (f) ADJUSTED    1 2
 ME2129
 ME2129.Superseded values are not recommended for survey control.
 ME2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2129.See file dsdata.txt to determine how the superseded data were derived.
 ME2129
 ME2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM820066(NAD 83)
 ME2129_MARKER: I = METAL ROD
 ME2129_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2129_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 LA0759 ***********************************************************************
 LA0759  DESIGNATION -  P 35
 LA0759  PID         -  LA0759
 LA0759  STATE/COUNTY-  IN/WELLS
 LA0759  USGS QUAD   -  UNIONDALE (1988)
 LA0759
 LA0759                         *CURRENT SURVEY CONTROL
 LA0759  ___________________________________________________________________
 LA0759* NAD 83(1986)-  40 49 51.     (N)    085 10 41.     (W)     SCALED    
 LA0759* NAVD 88     -       260.020  (meters)     853.08   (feet)  ADJUSTED  
 LA0759  ___________________________________________________________________
 LA0759  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 LA0759  DYNAMIC HT  -         259.900 (meters)     852.69  (feet)  COMP
 LA0759  MODELED GRAV-     980,155.5   (mgal)                       NAVD 88
 LA0759
 LA0759  VERT ORDER  -  SECOND    CLASS 0
 LA0759
 LA0759.The horizontal coordinates were scaled from a topographic map and have
 LA0759.an estimated accuracy of +/- 6 seconds.
 LA0759
 LA0759.The orthometric height was determined by differential leveling
 LA0759.and adjusted by the National Geodetic Survey in June 1991..
 LA0759
 LA0759.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0759.See file dsdata.txt to determine how the superseded data were derived.
 LA0759
 LA0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL536215(NAD 83)
 LA0759_MARKER: DB = BENCH MARK DISK
 LA0759_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0759_SP_SET: SWITCH BASE
 LA0759_STAMPING: P 35 1934
 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 = OCTOBER  6, 2006
 KA1644 ***********************************************************************
 KA1644  DESIGNATION -  P 350
 KA1644  PID         -  KA1644
 KA1644  STATE/COUNTY-  IN/MARION
 KA1644  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA1644
 KA1644                         *CURRENT SURVEY CONTROL
 KA1644  ___________________________________________________________________
 KA1644* NAD 83(1986)-  39 46 03.     (N)    086 11 09.     (W)     SCALED    
 KA1644* NAVD 88     -       211.105  (meters)     692.60   (feet)  ADJUSTED  
 KA1644  ___________________________________________________________________
 KA1644  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 KA1644  DYNAMIC HT  -         210.989 (meters)     692.22  (feet)  COMP
 KA1644  MODELED GRAV-     980,073.2   (mgal)                       NAVD 88
 KA1644
 KA1644  VERT ORDER  -  FIRST     CLASS II
 KA1644
 KA1644.The horizontal coordinates were scaled from a topographic map and have
 KA1644.an estimated accuracy of +/- 6 seconds.
 KA1644
 KA1644.The orthometric height was determined by differential leveling
 KA1644.and adjusted by the National Geodetic Survey in June 1991..
 KA1644
 KA1644.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1644
 KA1644.No superseded survey control is available for this station.
 KA1644
 KA1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK697022(NAD 83)
 KA1644_MARKER: I = METAL ROD
 KA1644_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1644_SP_SET: STAINLESS STEEL ROD
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1708 ***********************************************************************
 KA1708  DESIGNATION -  P 351
 KA1708  PID         -  KA1708
 KA1708  STATE/COUNTY-  IN/CLAY
 KA1708  USGS QUAD   -  CLAY CITY (1986)
 KA1708
 KA1708                         *CURRENT SURVEY CONTROL
 KA1708  ___________________________________________________________________
 KA1708* NAD 83(1986)-  39 16 37.     (N)    087 06 39.     (W)     SCALED    
 KA1708* NAVD 88     -       185.000  (meters)     606.95   (feet)  ADJUSTED  
 KA1708  ___________________________________________________________________
 KA1708  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KA1708  DYNAMIC HT  -         184.892 (meters)     606.60  (feet)  COMP
 KA1708  MODELED GRAV-     980,041.8   (mgal)                       NAVD 88
 KA1708
 KA1708  VERT ORDER  -  FIRST     CLASS II
 KA1708
 KA1708.The horizontal coordinates were scaled from a topographic map and have
 KA1708.an estimated accuracy of +/- 6 seconds.
 KA1708
 KA1708.The orthometric height was determined by differential leveling
 KA1708.and adjusted by the National Geodetic Survey in June 1991..
 KA1708
 KA1708.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1708
 KA1708.No superseded survey control is available for this station.
 KA1708
 KA1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ904475(NAD 83)
 KA1708_MARKER: I = METAL ROD
 KA1708_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KA1708_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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 = OCTOBER  6, 2006
 KA1685 ***********************************************************************
 KA1685  DESIGNATION -  P 352
 KA1685  PID         -  KA1685
 KA1685  STATE/COUNTY-  IN/VIGO
 KA1685  USGS QUAD   -  BRAZIL WEST (1986)
 KA1685
 KA1685                         *CURRENT SURVEY CONTROL
 KA1685  ___________________________________________________________________
 KA1685* NAD 83(1986)-  39 30 01.     (N)    087 14 22.     (W)     SCALED    
 KA1685* NAVD 88     -       183.535  (meters)     602.15   (feet)  ADJUSTED  
 KA1685  ___________________________________________________________________
 KA1685  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KA1685  DYNAMIC HT  -         183.429 (meters)     601.80  (feet)  COMP
 KA1685  MODELED GRAV-     980,045.3   (mgal)                       NAVD 88
 KA1685
 KA1685  VERT ORDER  -  FIRST     CLASS II
 KA1685
 KA1685.The horizontal coordinates were scaled from a topographic map and have
 KA1685.an estimated accuracy of +/- 6 seconds.
 KA1685
 KA1685.The orthometric height was determined by differential leveling
 KA1685.and adjusted by the National Geodetic Survey in June 1991..
 KA1685
 KA1685.The geoid height was determined by GEOID03.
 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     -   472,050.      886,570.      MT  (+/- 180 meters Scaled)
 KA1685
 KA1685                          SUPERSEDED SURVEY CONTROL
 KA1685
 KA1685.No superseded survey control is available for this station.
 KA1685
 KA1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ794723(NAD 83)
 KA1685_MARKER: I = METAL ROD
 KA1685_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1685_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1709 ***********************************************************************
 KA1709  DESIGNATION -  P 353
 KA1709  PID         -  KA1709
 KA1709  STATE/COUNTY-  IN/CLAY
 KA1709  USGS QUAD   -  CLAY CITY (1986)
 KA1709
 KA1709                         *CURRENT SURVEY CONTROL
 KA1709  ___________________________________________________________________
 KA1709* NAD 83(1986)-  39 15 21.     (N)    087 04 27.     (W)     SCALED    
 KA1709* NAVD 88     -       179.644  (meters)     589.38   (feet)  ADJUSTED  
 KA1709  ___________________________________________________________________
 KA1709  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KA1709  DYNAMIC HT  -         179.539 (meters)     589.04  (feet)  COMP
 KA1709  MODELED GRAV-     980,039.9   (mgal)                       NAVD 88
 KA1709
 KA1709  VERT ORDER  -  FIRST     CLASS II
 KA1709
 KA1709.The horizontal coordinates were scaled from a topographic map and have
 KA1709.an estimated accuracy of +/- 6 seconds.
 KA1709
 KA1709.The orthometric height was determined by differential leveling
 KA1709.and adjusted by the National Geodetic Survey in June 1991..
 KA1709
 KA1709.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1709
 KA1709.No superseded survey control is available for this station.
 KA1709
 KA1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ936451(NAD 83)
 KA1709_MARKER: I = METAL ROD
 KA1709_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1709_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 JA1623 ***********************************************************************
 JA1623  DESIGNATION -  P 354
 JA1623  PID         -  JA1623
 JA1623  STATE/COUNTY-  IN/DAVIESS
 JA1623  USGS QUAD   -  PLAINVILLE (1980)
 JA1623
 JA1623                         *CURRENT SURVEY CONTROL
 JA1623  ___________________________________________________________________
 JA1623* NAD 83(1986)-  38 47 20.     (N)    087 09 09.     (W)     SCALED    
 JA1623* NAVD 88     -       151.477  (meters)     496.97   (feet)  ADJUSTED  
 JA1623  ___________________________________________________________________
 JA1623  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 JA1623  DYNAMIC HT  -         151.383 (meters)     496.66  (feet)  COMP
 JA1623  MODELED GRAV-     980,003.1   (mgal)                       NAVD 88
 JA1623
 JA1623  VERT ORDER  -  FIRST     CLASS II
 JA1623
 JA1623.The horizontal coordinates were scaled from a topographic map and have
 JA1623.an estimated accuracy of +/- 6 seconds.
 JA1623
 JA1623.The orthometric height was determined by differential leveling
 JA1623.and adjusted by the National Geodetic Survey in June 1991..
 JA1623
 JA1623.The geoid height was determined by GEOID03.
 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     -   393,060.      893,990.      MT  (+/- 180 meters Scaled)
 JA1623
 JA1623                          SUPERSEDED SURVEY CONTROL
 JA1623
 JA1623.No superseded survey control is available for this station.
 JA1623
 JA1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH867933(NAD 83)
 JA1623_MARKER: I = METAL ROD
 JA1623_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1623_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1633 ***********************************************************************
 KA1633  DESIGNATION -  P 355
 KA1633  PID         -  KA1633
 KA1633  STATE/COUNTY-  IN/MARION
 KA1633  USGS QUAD   -  BEECH GROVE (1980)
 KA1633
 KA1633                         *CURRENT SURVEY CONTROL
 KA1633  ___________________________________________________________________
 KA1633* NAD 83(1986)-  39 43 29.     (N)    086 01 09.     (W)     SCALED    
 KA1633* NAVD 88     -       262.174  (meters)     860.15   (feet)  ADJUSTED  
 KA1633  ___________________________________________________________________
 KA1633  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KA1633  DYNAMIC HT  -         262.024 (meters)     859.66  (feet)  COMP
 KA1633  MODELED GRAV-     980,049.9   (mgal)                       NAVD 88
 KA1633
 KA1633  VERT ORDER  -  FIRST     CLASS II
 KA1633
 KA1633.The horizontal coordinates were scaled from a topographic map and have
 KA1633.an estimated accuracy of +/- 6 seconds.
 KA1633
 KA1633.The orthometric height was determined by differential leveling
 KA1633.and adjusted by the National Geodetic Survey in June 1991..
 KA1633
 KA1633.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1633
 KA1633.No superseded survey control is available for this station.
 KA1633
 KA1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ840976(NAD 83)
 KA1633_MARKER: DB = BENCH MARK 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: A = MOST RELIABLE AND EXPECTED TO HOLD
 KA1633+STABILITY: POSITION/ELEVATION WELL
 KA1633
 KA1633  HISTORY     - Date     Condition        Report By
 KA1633  HISTORY     - 1986     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1601 ***********************************************************************
 JA1601  DESIGNATION -  P 356
 JA1601  PID         -  JA1601
 JA1601  STATE/COUNTY-  IN/VANDERBURGH
 JA1601  USGS QUAD   -  DAYLIGHT (1988)
 JA1601
 JA1601                         *CURRENT SURVEY CONTROL
 JA1601  ___________________________________________________________________
 JA1601* NAD 83(1986)-  38 07 20.     (N)    087 28 55.     (W)     SCALED    
 JA1601* NAVD 88     -       120.714  (meters)     396.04   (feet)  ADJUSTED  
 JA1601  ___________________________________________________________________
 JA1601  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 JA1601  DYNAMIC HT  -         120.632 (meters)     395.77  (feet)  COMP
 JA1601  MODELED GRAV-     979,947.7   (mgal)                       NAVD 88
 JA1601
 JA1601  VERT ORDER  -  FIRST     CLASS II
 JA1601
 JA1601.The horizontal coordinates were scaled from a topographic map and have
 JA1601.an estimated accuracy of +/- 6 seconds.
 JA1601
 JA1601.The orthometric height was determined by differential leveling
 JA1601.and adjusted by the National Geodetic Survey in June 1991..
 JA1601
 JA1601.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1601
 JA1601.No superseded survey control is available for this station.
 JA1601
 JA1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH577194(NAD 83)
 JA1601_MARKER: I = METAL ROD
 JA1601_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1601_SP_SET: STAINLESS STEEL ROD
 JA1601_STAMPING: P 356 1986
 JA1601_MARK LOGO: NGS   
 JA1601_PROJECTION: FLUSH
 JA1601_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA1601+STABILITY: POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2839 ***********************************************************************
 JZ2839  DESIGNATION -  P 357
 JZ2839  PID         -  JZ2839
 JZ2839  STATE/COUNTY-  IN/SHELBY
 JZ2839  USGS QUAD   -  WALDRON (1994)
 JZ2839
 JZ2839                         *CURRENT SURVEY CONTROL
 JZ2839  ___________________________________________________________________
 JZ2839* NAD 83(1986)-  39 28 32.     (N)    085 40 04.     (W)     SCALED    
 JZ2839* NAVD 88     -       255.936  (meters)     839.68   (feet)  ADJUSTED  
 JZ2839  ___________________________________________________________________
 JZ2839  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ2839  DYNAMIC HT  -         255.783 (meters)     839.18  (feet)  COMP
 JZ2839  MODELED GRAV-     980,020.1   (mgal)                       NAVD 88
 JZ2839
 JZ2839  VERT ORDER  -  FIRST     CLASS II
 JZ2839
 JZ2839.The horizontal coordinates were scaled from a topographic map and have
 JZ2839.an estimated accuracy of +/- 6 seconds.
 JZ2839
 JZ2839.The orthometric height was determined by differential leveling
 JZ2839.and adjusted by the National Geodetic Survey in June 1991..
 JZ2839
 JZ2839.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ2839
 JZ2839.No superseded survey control is available for this station.
 JZ2839
 JZ2839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ145703(NAD 83)
 JZ2839_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 JZ2813 ***********************************************************************
 JZ2813  DESIGNATION -  P 358
 JZ2813  PID         -  JZ2813
 JZ2813  STATE/COUNTY-  IN/RIPLEY
 JZ2813  USGS QUAD   -  BATESVILLE (1993)
 JZ2813
 JZ2813                         *CURRENT SURVEY CONTROL
 JZ2813  ___________________________________________________________________
 JZ2813* NAD 83(1986)-  39 17 39.     (N)    085 10 44.     (W)     SCALED    
 JZ2813* NAVD 88     -       298.666  (meters)     979.87   (feet)  ADJUSTED  
 JZ2813  ___________________________________________________________________
 JZ2813  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ2813  DYNAMIC HT  -         298.479 (meters)     979.26  (feet)  COMP
 JZ2813  MODELED GRAV-     979,992.0   (mgal)                       NAVD 88
 JZ2813
 JZ2813  VERT ORDER  -  FIRST     CLASS II
 JZ2813
 JZ2813.The horizontal coordinates were scaled from a topographic map and have
 JZ2813.an estimated accuracy of +/- 6 seconds.
 JZ2813
 JZ2813.The orthometric height was determined by differential leveling
 JZ2813.and adjusted by the National Geodetic Survey in June 1991..
 JZ2813
 JZ2813.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ2813
 JZ2813.No superseded survey control is available for this station.
 JZ2813
 JZ2813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ570510(NAD 83)
 JZ2813_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 JZ2862 ***********************************************************************
 JZ2862  DESIGNATION -  P 359
 JZ2862  PID         -  JZ2862
 JZ2862  STATE/COUNTY-  IN/DEARBORN
 JZ2862  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ2862
 JZ2862                         *CURRENT SURVEY CONTROL
 JZ2862  ___________________________________________________________________
 JZ2862* NAD 83(1986)-  39 07 27.     (N)    084 50 51.     (W)     SCALED    
 JZ2862* NAVD 88     -       148.193  (meters)     486.20   (feet)  ADJUSTED  
 JZ2862  ___________________________________________________________________
 JZ2862  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ2862  DYNAMIC HT  -         148.101 (meters)     485.89  (feet)  COMP
 JZ2862  MODELED GRAV-     980,005.4   (mgal)                       NAVD 88
 JZ2862
 JZ2862  VERT ORDER  -  FIRST     CLASS II
 JZ2862
 JZ2862.The horizontal coordinates were scaled from a topographic map and have
 JZ2862.an estimated accuracy of +/- 6 seconds.
 JZ2862
 JZ2862.The orthometric height was determined by differential leveling
 JZ2862.and adjusted by the National Geodetic Survey in June 1991..
 JZ2862
 JZ2862.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2862.See file dsdata.txt to determine how the superseded data were derived.
 JZ2862
 JZ2862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ860327(NAD 83)
 JZ2862_MARKER: I = METAL ROD
 JZ2862_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2862_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 JA1633 ***********************************************************************
 JA1633  DESIGNATION -  P 359
 JA1633  PID         -  JA1633
 JA1633  STATE/COUNTY-  IN/KNOX
 JA1633  USGS QUAD   -  WHEATLAND (1988)
 JA1633
 JA1633                         *CURRENT SURVEY CONTROL
 JA1633  ___________________________________________________________________
 JA1633* NAD 83(1986)-  38 39 46.     (N)    087 18 15.     (W)     SCALED    
 JA1633* NAVD 88     -       148.651  (meters)     487.70   (feet)  ADJUSTED  
 JA1633  ___________________________________________________________________
 JA1633  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 JA1633  DYNAMIC HT  -         148.557 (meters)     487.39  (feet)  COMP
 JA1633  MODELED GRAV-     979,994.2   (mgal)                       NAVD 88
 JA1633
 JA1633  VERT ORDER  -  FIRST     CLASS II
 JA1633
 JA1633.The horizontal coordinates were scaled from a topographic map and have
 JA1633.an estimated accuracy of +/- 6 seconds.
 JA1633
 JA1633.The orthometric height was determined by differential leveling
 JA1633.and adjusted by the National Geodetic Survey in June 1991..
 JA1633
 JA1633.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1633
 JA1633.No superseded survey control is available for this station.
 JA1633
 JA1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH735794(NAD 83)
 JA1633_MARKER: I = METAL ROD
 JA1633_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1633_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1760 ***********************************************************************
 KA1760  DESIGNATION -  P 361
 KA1760  PID         -  KA1760
 KA1760  STATE/COUNTY-  IN/VERMILLION
 KA1760  USGS QUAD   -  NEWPORT (1980)
 KA1760
 KA1760                         *CURRENT SURVEY CONTROL
 KA1760  ___________________________________________________________________
 KA1760* NAD 83(1986)-  39 57 09.     (N)    087 27 04.     (W)     SCALED    
 KA1760* NAVD 88     -       151.248  (meters)     496.22   (feet)  ADJUSTED  
 KA1760  ___________________________________________________________________
 KA1760  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KA1760  DYNAMIC HT  -         151.168 (meters)     495.96  (feet)  COMP
 KA1760  MODELED GRAV-     980,097.1   (mgal)                       NAVD 88
 KA1760
 KA1760  VERT ORDER  -  FIRST     CLASS II
 KA1760
 KA1760.The horizontal coordinates were scaled from a topographic map and have
 KA1760.an estimated accuracy of +/- 6 seconds.
 KA1760
 KA1760.The orthometric height was determined by differential leveling
 KA1760.and adjusted by the National Geodetic Survey in June 1991..
 KA1760
 KA1760.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1760
 KA1760.No superseded survey control is available for this station.
 KA1760
 KA1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK614225(NAD 83)
 KA1760_MARKER: I = METAL ROD
 KA1760_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1760_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 ME3383 ***********************************************************************
 ME3383  DESIGNATION -  P 367
 ME3383  PID         -  ME3383
 ME3383  STATE/COUNTY-  IN/PORTER
 ME3383  USGS QUAD   -  VALPARAISO (1992)
 ME3383
 ME3383                         *CURRENT SURVEY CONTROL
 ME3383  ___________________________________________________________________
 ME3383* NAD 83(1986)-  41 27 03.     (N)    087 01 39.     (W)     SCALED    
 ME3383* NAVD 88     -       232.757  (meters)     763.64   (feet)  ADJUSTED  
 ME3383  ___________________________________________________________________
 ME3383  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 ME3383  DYNAMIC HT  -         232.663 (meters)     763.33  (feet)  COMP
 ME3383  MODELED GRAV-     980,216.7   (mgal)                       NAVD 88
 ME3383
 ME3383  VERT ORDER  -  FIRST     CLASS II
 ME3383
 ME3383.The horizontal coordinates were scaled from a topographic map and have
 ME3383.an estimated accuracy of +/- 6 seconds.
 ME3383
 ME3383.The orthometric height was determined by differential leveling
 ME3383.and adjusted by the National Geodetic Survey in April 1995..
 ME3383
 ME3383.The geoid height was determined by GEOID03.
 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     -   688,630.      904,670.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3383.See file dsdata.txt to determine how the superseded data were derived.
 ME3383
 ME3383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL977888(NAD 83)
 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 = OCTOBER  6, 2006
 MD1970 ***********************************************************************
 MD1970  DESIGNATION -  P 368
 MD1970  PID         -  MD1970
 MD1970  STATE/COUNTY-  IN/ALLEN
 MD1970  USGS QUAD   -  FORT WAYNE WEST (1981)
 MD1970
 MD1970                         *CURRENT SURVEY CONTROL
 MD1970  ___________________________________________________________________
 MD1970* NAD 83(1986)-  41 04 50.     (N)    085 08 46.     (W)     SCALED    
 MD1970* NAVD 88     -       232.108  (meters)     761.51   (feet)  ADJUSTED  
 MD1970  ___________________________________________________________________
 MD1970  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MD1970  DYNAMIC HT  -         232.017 (meters)     761.21  (feet)  COMP
 MD1970  MODELED GRAV-     980,225.0   (mgal)                       NAVD 88
 MD1970
 MD1970  VERT ORDER  -  FIRST     CLASS II
 MD1970
 MD1970.The horizontal coordinates were scaled from a topographic map and have
 MD1970.an estimated accuracy of +/- 6 seconds.
 MD1970
 MD1970.The orthometric height was determined by differential leveling
 MD1970.and adjusted by the National Geodetic Survey in April 1995..
 MD1970
 MD1970.The geoid height was determined by GEOID03.
 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     -   647,640.      143,740.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1970.See file dsdata.txt to determine how the superseded data were derived.
 MD1970
 MD1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL557493(NAD 83)
 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 = OCTOBER  6, 2006
 LA1084 ***********************************************************************
 LA1084  DESIGNATION -  P 37
 LA1084  PID         -  LA1084
 LA1084  STATE/COUNTY-  IN/JAY
 LA1084  USGS QUAD   -  PENNVILLE (1960)
 LA1084
 LA1084                         *CURRENT SURVEY CONTROL
 LA1084  ___________________________________________________________________
 LA1084* NAD 83(1986)-  40 27 01.     (N)    085 12 11.     (W)     SCALED    
 LA1084* NAVD 88     -       269.886  (meters)     885.45   (feet)  ADJUSTED  
 LA1084  ___________________________________________________________________
 LA1084  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 LA1084  DYNAMIC HT  -         269.749 (meters)     885.00  (feet)  COMP
 LA1084  MODELED GRAV-     980,108.6   (mgal)                       NAVD 88
 LA1084
 LA1084  VERT ORDER  -  SECOND    CLASS 0
 LA1084
 LA1084.The horizontal coordinates were scaled from a topographic map and have
 LA1084.an estimated accuracy of +/- 6 seconds.
 LA1084
 LA1084.The orthometric height was determined by differential leveling
 LA1084.and adjusted by the National Geodetic Survey in June 1991..
 LA1084
 LA1084.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1084.See file dsdata.txt to determine how the superseded data were derived.
 LA1084
 LA1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK523792(NAD 83)
 LA1084_MARKER: DB = BENCH MARK DISK
 LA1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1084_STAMPING: P 37 1934
 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 = OCTOBER  6, 2006
 LA0809 ***********************************************************************
 LA0809  DESIGNATION -  P 38
 LA0809  PID         -  LA0809
 LA0809  STATE/COUNTY-  IN/WELLS
 LA0809  USGS QUAD   -  BLUFFTON (1988)
 LA0809
 LA0809                         *CURRENT SURVEY CONTROL
 LA0809  ___________________________________________________________________
 LA0809* NAD 83(1986)-  40 42 27.     (N)    085 10 03.     (W)     SCALED    
 LA0809* NAVD 88     -       253.376  (meters)     831.28   (feet)  ADJUSTED  
 LA0809  ___________________________________________________________________
 LA0809  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 LA0809  DYNAMIC HT  -         253.255 (meters)     830.89  (feet)  COMP
 LA0809  MODELED GRAV-     980,137.2   (mgal)                       NAVD 88
 LA0809
 LA0809  VERT ORDER  -  SECOND    CLASS 0
 LA0809
 LA0809.The horizontal coordinates were scaled from a topographic map and have
 LA0809.an estimated accuracy of +/- 6 seconds.
 LA0809
 LA0809.The orthometric height was determined by differential leveling
 LA0809.and adjusted by the National Geodetic Survey in June 1991..
 LA0809
 LA0809.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0809.See file dsdata.txt to determine how the superseded data were derived.
 LA0809
 LA0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL547079(NAD 83)
 LA0809_MARKER: DB = BENCH MARK DISK
 LA0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0809_STAMPING: P 38 1934
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1968
 LA0809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1271 ***********************************************************************
 LA1271  DESIGNATION -  P 4
 LA1271  PID         -  LA1271
 LA1271  STATE/COUNTY-  IN/MADISON
 LA1271  USGS QUAD   -  ANDERSON SOUTH (1994)
 LA1271
 LA1271                         *CURRENT SURVEY CONTROL
 LA1271  ___________________________________________________________________
 LA1271* NAD 83(1986)-  40 00 31.     (N)    085 44 16.     (W)     SCALED    
 LA1271* NAVD 88     -       265.665  (meters)     871.60   (feet)  ADJUSTED  
 LA1271  ___________________________________________________________________
 LA1271  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LA1271  DYNAMIC HT  -         265.518 (meters)     871.12  (feet)  COMP
 LA1271  MODELED GRAV-     980,065.4   (mgal)                       NAVD 88
 LA1271
 LA1271  VERT ORDER  -  FIRST     CLASS II
 LA1271
 LA1271.The horizontal coordinates were scaled from a topographic map and have
 LA1271.an estimated accuracy of +/- 6 seconds.
 LA1271
 LA1271.The orthometric height was determined by differential leveling
 LA1271.and adjusted by the National Geodetic Survey in June 1991..
 LA1271
 LA1271.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1271.See file dsdata.txt to determine how the superseded data were derived.
 LA1271
 LA1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK077294(NAD 83)
 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     - UNK      MONUMENTED       CGS
 LA1271  HISTORY     - 1947     GOOD             NGS
 LA1271  HISTORY     - 1960     MARK NOT FOUND   USGS
 LA1271
 LA1271                          STATION DESCRIPTION
 LA1271
 LA1271'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0467 ***********************************************************************
 JA0467  DESIGNATION -  P 4
 JA0467  PID         -  JA0467
 JA0467  STATE/COUNTY-  IN/HARRISON
 JA0467  USGS QUAD   -  MAUCKPORT (1994)
 JA0467
 JA0467                         *CURRENT SURVEY CONTROL
 JA0467  ___________________________________________________________________
 JA0467* NAD 83(1986)-  38 02 19.     (N)    086 13 44.     (W)     SCALED    
 JA0467* NAVD 88     -       133.660  (meters)     438.52   (feet)  ADJUSTED  
 JA0467  ___________________________________________________________________
 JA0467  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JA0467  DYNAMIC HT  -         133.565 (meters)     438.20  (feet)  COMP
 JA0467  MODELED GRAV-     979,922.1   (mgal)                       NAVD 88
 JA0467
 JA0467  VERT ORDER  -  FIRST     CLASS II
 JA0467
 JA0467.The horizontal coordinates were scaled from a topographic map and have
 JA0467.an estimated accuracy of +/- 6 seconds.
 JA0467
 JA0467.The orthometric height was determined by differential leveling
 JA0467.and adjusted by the National Geodetic Survey in June 1991..
 JA0467
 JA0467.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0467.See file dsdata.txt to determine how the superseded data were derived.
 JA0467
 JA0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH676103(NAD 83)
 JA0467_MARKER: DD = SURVEY DISK
 JA0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0467_STAMPING: BM - P - 4 1962
 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       CGS
 JA0467  HISTORY     - 1965     GOOD             NGS
 JA0467
 JA0467                          STATION DESCRIPTION
 JA0467
 JA0467'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1718 ***********************************************************************
 JZ1718  DESIGNATION -  P 40
 JZ1718  PID         -  JZ1718
 JZ1718  STATE/COUNTY-  IN/WAYNE
 JZ1718  USGS QUAD   -  HAGERSTOWN (1981)
 JZ1718
 JZ1718                         *CURRENT SURVEY CONTROL
 JZ1718  ___________________________________________________________________
 JZ1718* NAD 83(1986)-  39 59 06.     (N)    085 08 45.     (W)     SCALED    
 JZ1718* NAVD 88     -       325.729  (meters)    1068.66   (feet)  ADJUSTED  
 JZ1718  ___________________________________________________________________
 JZ1718  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JZ1718  DYNAMIC HT  -         325.546 (meters)    1068.06  (feet)  COMP
 JZ1718  MODELED GRAV-     980,056.2   (mgal)                       NAVD 88
 JZ1718
 JZ1718  VERT ORDER  -  SECOND    CLASS 0
 JZ1718
 JZ1718.The horizontal coordinates were scaled from a topographic map and have
 JZ1718.an estimated accuracy of +/- 6 seconds.
 JZ1718
 JZ1718.The orthometric height was determined by differential leveling
 JZ1718.and adjusted by the National Geodetic Survey in June 1991..
 JZ1718
 JZ1718.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1718.See file dsdata.txt to determine how the superseded data were derived.
 JZ1718
 JZ1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK583277(NAD 83)
 JZ1718_MARKER: DB = BENCH MARK DISK
 JZ1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1718_STAMPING: P 40 1934
 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             NGS
 JZ1718
 JZ1718                          STATION DESCRIPTION
 JZ1718
 JZ1718'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1028 ***********************************************************************
 LA1028  DESIGNATION -  P 41
 LA1028  PID         -  LA1028
 LA1028  STATE/COUNTY-  IN/DELAWARE
 LA1028  USGS QUAD   -  MUNCIE WEST (1992)
 LA1028
 LA1028                         *CURRENT SURVEY CONTROL
 LA1028  ___________________________________________________________________
 LA1028* NAD 83(1986)-  40 10 07.     (N)    085 29 40.     (W)     SCALED    
 LA1028* NAVD 88     -       282.020  (meters)     925.26   (feet)  ADJUSTED  
 LA1028  ___________________________________________________________________
 LA1028  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 LA1028  DYNAMIC HT  -         281.870 (meters)     924.77  (feet)  COMP
 LA1028  MODELED GRAV-     980,087.0   (mgal)                       NAVD 88
 LA1028
 LA1028  VERT ORDER  -  SECOND    CLASS 0
 LA1028
 LA1028.The horizontal coordinates were scaled from a topographic map and have
 LA1028.an estimated accuracy of +/- 6 seconds.
 LA1028
 LA1028.The orthometric height was determined by differential leveling
 LA1028.and adjusted by the National Geodetic Survey in June 1991..
 LA1028
 LA1028.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1028.See file dsdata.txt to determine how the superseded data were derived.
 LA1028
 LA1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK282475(NAD 83)
 LA1028_MARKER: DB = BENCH MARK DISK
 LA1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1028_STAMPING: P 41 1934
 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             NGS
 LA1028  HISTORY     - 1959     MARK NOT FOUND   USGS
 LA1028
 LA1028                          STATION DESCRIPTION
 LA1028
 LA1028'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2715 ***********************************************************************
 JZ2715  DESIGNATION -  P 43 RESET 1978
 JZ2715  PID         -  JZ2715
 JZ2715  STATE/COUNTY-  IN/RUSH
 JZ2715  USGS QUAD   -  CARTHAGE (1988)
 JZ2715
 JZ2715                         *CURRENT SURVEY CONTROL
 JZ2715  ___________________________________________________________________
 JZ2715* NAD 83(1986)-  39 41 02.     (N)    085 31 40.     (W)     SCALED    
 JZ2715* NAVD 88     -       291.50   (+/-2cm)     956.4    (feet)  VERTCON   
 JZ2715  ___________________________________________________________________
 JZ2715  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ2715
 JZ2715  VERT ORDER  -  THIRD (See Below)
 JZ2715
 JZ2715.The horizontal coordinates were scaled from a topographic map and have
 JZ2715.an estimated accuracy of +/- 6 seconds.
 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ2715
 JZ2715.The geoid height was determined by GEOID03.
 JZ2715
 JZ2715;                    North         East    Units  Estimated Accuracy
 JZ2715;SPC IN E     -   492,430.      111,910.      MT  (+/- 180 meters Scaled)
 JZ2715
 JZ2715                          SUPERSEDED SURVEY CONTROL
 JZ2715
 JZ2715  NGVD 29 (04/16/04)  291.63   (m)          956.8    (f) RESET       3  
 JZ2715
 JZ2715.Superseded values are not recommended for survey control.
 JZ2715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2715.See file dsdata.txt to determine how the superseded data were derived.
 JZ2715
 JZ2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ262937(NAD 83)
 JZ2715_MARKER: DB = BENCH MARK DISK
 JZ2715_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ2715_SP_SET: CULVERT
 JZ2715_STAMPING: P 43 RESET 1978
 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'CONSUMER GPS READING N39 41.029, W 85 31.629
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1527 ***********************************************************************
 LA1527  DESIGNATION -  P 44
 LA1527  PID         -  LA1527
 LA1527  STATE/COUNTY-  IN/MADISON
 LA1527  USGS QUAD   -  ANDERSON SOUTH (1994)
 LA1527
 LA1527                         *CURRENT SURVEY CONTROL
 LA1527  ___________________________________________________________________
 LA1527* NAD 83(1986)-  40 05 08.     (N)    085 40 21.     (W)     SCALED    
 LA1527* NAVD 88     -       271.821  (meters)     891.80   (feet)  ADJUSTED  
 LA1527  ___________________________________________________________________
 LA1527  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 LA1527  DYNAMIC HT  -         271.674 (meters)     891.32  (feet)  COMP
 LA1527  MODELED GRAV-     980,079.6   (mgal)                       NAVD 88
 LA1527
 LA1527  VERT ORDER  -  SECOND    CLASS 0
 LA1527
 LA1527.The horizontal coordinates were scaled from a topographic map and have
 LA1527.an estimated accuracy of +/- 6 seconds.
 LA1527
 LA1527.The orthometric height was determined by differential leveling
 LA1527.and adjusted by the National Geodetic Survey in June 1991..
 LA1527
 LA1527.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1527.See file dsdata.txt to determine how the superseded data were derived.
 LA1527
 LA1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK131380(NAD 83)
 LA1527_MARKER: DB = BENCH MARK DISK
 LA1527_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1527_SP_SET: SIGNAL BASE
 LA1527_STAMPING: P 44 1934
 LA1527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1527
 LA1527  HISTORY     - Date     Condition        Report By
 LA1527  HISTORY     - 1934     MONUMENTED       CGS
 LA1527  HISTORY     - 1947     GOOD             NGS
 LA1527
 LA1527                          STATION DESCRIPTION
 LA1527
 LA1527'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2428 ***********************************************************************
 JZ2428  DESIGNATION -  P 45
 JZ2428  PID         -  JZ2428
 JZ2428  STATE/COUNTY-  IN/HENRY
 JZ2428  USGS QUAD   -  SHIRLEY (1960)
 JZ2428
 JZ2428                         *CURRENT SURVEY CONTROL
 JZ2428  ___________________________________________________________________
 JZ2428* NAD 83(1986)-  39 53 47.     (N)    085 33 18.     (W)     SCALED    
 JZ2428* NAVD 88     -       312.995  (meters)    1026.88   (feet)  ADJUSTED  
 JZ2428  ___________________________________________________________________
 JZ2428  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JZ2428  DYNAMIC HT  -         312.819 (meters)    1026.31  (feet)  COMP
 JZ2428  MODELED GRAV-     980,056.2   (mgal)                       NAVD 88
 JZ2428
 JZ2428  VERT ORDER  -  SECOND    CLASS 0
 JZ2428
 JZ2428.The horizontal coordinates were scaled from a topographic map and have
 JZ2428.an estimated accuracy of +/- 6 seconds.
 JZ2428
 JZ2428.The orthometric height was determined by differential leveling
 JZ2428.and adjusted by the National Geodetic Survey in June 1991..
 JZ2428
 JZ2428.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2428.See file dsdata.txt to determine how the superseded data were derived.
 JZ2428
 JZ2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK235172(NAD 83)
 JZ2428_MARKER: DB = BENCH MARK DISK
 JZ2428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2428_STAMPING: P 45 1934
 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 = OCTOBER  6, 2006
 JZ1669 ***********************************************************************
 JZ1669  DESIGNATION -  P 46
 JZ1669  PID         -  JZ1669
 JZ1669  STATE/COUNTY-  IN/FAYETTE
 JZ1669  USGS QUAD   -  CONNERSVILLE (1972)
 JZ1669
 JZ1669                         *CURRENT SURVEY CONTROL
 JZ1669  ___________________________________________________________________
 JZ1669* NAD 83(1986)-  39 38 46.     (N)    085 08 00.     (W)     SCALED    
 JZ1669* NAVD 88     -       254.480  (meters)     834.91   (feet)  ADJUSTED  
 JZ1669  ___________________________________________________________________
 JZ1669  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ1669  DYNAMIC HT  -         254.328 (meters)     834.41  (feet)  COMP
 JZ1669  MODELED GRAV-     980,025.0   (mgal)                       NAVD 88
 JZ1669
 JZ1669  VERT ORDER  -  SECOND    CLASS 0
 JZ1669
 JZ1669.The horizontal coordinates were scaled from a topographic map and have
 JZ1669.an estimated accuracy of +/- 6 seconds.
 JZ1669
 JZ1669.The orthometric height was determined by differential leveling
 JZ1669.and adjusted by the National Geodetic Survey in June 1991..
 JZ1669
 JZ1669.The geoid height was determined by GEOID03.
 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     -   488,360.      145,780.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1669.See file dsdata.txt to determine how the superseded data were derived.
 JZ1669
 JZ1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ601901(NAD 83)
 JZ1669_MARKER: DB = BENCH MARK DISK
 JZ1669_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1669_SP_SET: PLATFORM
 JZ1669_STAMPING: P 46 1934
 JZ1669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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             NGS
 JZ1669  HISTORY     - 1986     GOOD             USPSQD
 JZ1669  HISTORY     - 20030618 GOOD             GEOCAC
 JZ1669
 JZ1669                          STATION DESCRIPTION
 JZ1669
 JZ1669'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ0592 ***********************************************************************
 JZ0592  DESIGNATION -  P 47
 JZ0592  PID         -  JZ0592
 JZ0592  STATE/COUNTY-  IN/DEARBORN
 JZ0592  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ0592
 JZ0592                         *CURRENT SURVEY CONTROL
 JZ0592  ___________________________________________________________________
 JZ0592* NAD 83(1986)-  39 07 16.     (N)    084 51 22.     (W)     SCALED    
 JZ0592* NAVD 88     -       164.593  (meters)     540.00   (feet)  ADJUSTED  
 JZ0592  ___________________________________________________________________
 JZ0592  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ0592  DYNAMIC HT  -         164.491 (meters)     539.67  (feet)  COMP
 JZ0592  MODELED GRAV-     980,003.9   (mgal)                       NAVD 88
 JZ0592
 JZ0592  VERT ORDER  -  FIRST     CLASS II
 JZ0592
 JZ0592.The horizontal coordinates were scaled from a topographic map and have
 JZ0592.an estimated accuracy of +/- 6 seconds.
 JZ0592
 JZ0592.The orthometric height was determined by differential leveling
 JZ0592.and adjusted by the National Geodetic Survey in June 1991..
 JZ0592
 JZ0592.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ0592
 JZ0592  NGVD 29 (06/03/91)  164.801  (m)          540.68   (f) ADJUSTED    1 2
 JZ0592
 JZ0592.Superseded values are not recommended for survey control.
 JZ0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0592.See file dsdata.txt to determine how the superseded data were derived.
 JZ0592
 JZ0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ853324(NAD 83)
 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             NGS
 JZ0592  HISTORY     - 1986     GOOD             NGS
 JZ0592  HISTORY     - 20060609 POOR             GEOCAC
 JZ0592
 JZ0592                          STATION DESCRIPTION
 JZ0592
 JZ0592'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HZ1696 ***********************************************************************
 HZ1696  DESIGNATION -  P 49
 HZ1696  PID         -  HZ1696
 HZ1696  STATE/COUNTY-  IN/JEFFERSON
 HZ1696  USGS QUAD   -  VERNON (1994)
 HZ1696
 HZ1696                         *CURRENT SURVEY CONTROL
 HZ1696  ___________________________________________________________________
 HZ1696* NAD 83(1986)-  38 53 24.     (N)    085 30 59.     (W)     SCALED    
 HZ1696* NAVD 88     -       238.524  (meters)     782.56   (feet)  ADJUSTED  
 HZ1696  ___________________________________________________________________
 HZ1696  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 HZ1696  DYNAMIC HT  -         238.369 (meters)     782.05  (feet)  COMP
 HZ1696  MODELED GRAV-     979,976.3   (mgal)                       NAVD 88
 HZ1696
 HZ1696  VERT ORDER  -  SECOND    CLASS 0
 HZ1696
 HZ1696.The horizontal coordinates were scaled from a topographic map and have
 HZ1696.an estimated accuracy of +/- 6 seconds.
 HZ1696
 HZ1696.The orthometric height was determined by differential leveling
 HZ1696.and adjusted by the National Geodetic Survey in June 1991..
 HZ1696
 HZ1696.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1696.See file dsdata.txt to determine how the superseded data were derived.
 HZ1696
 HZ1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ286056(NAD 83)
 HZ1696_MARKER: DB = BENCH MARK DISK
 HZ1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1696_STAMPING: P 49 1934
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1639 ***********************************************************************
 LA1639  DESIGNATION -  P 5
 LA1639  PID         -  LA1639
 LA1639  STATE/COUNTY-  IN/WABASH
 LA1639  USGS QUAD   -  WABASH (1994)
 LA1639
 LA1639                         *CURRENT SURVEY CONTROL
 LA1639  ___________________________________________________________________
 LA1639* NAD 83(1986)-  40 47 50.     (N)    085 48 49.     (W)     SCALED    
 LA1639* NAVD 88     -       208.324  (meters)     683.48   (feet)  ADJUSTED  
 LA1639  ___________________________________________________________________
 LA1639  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 LA1639  DYNAMIC HT  -         208.225 (meters)     683.15  (feet)  COMP
 LA1639  MODELED GRAV-     980,142.5   (mgal)                       NAVD 88
 LA1639
 LA1639  VERT ORDER  -  FIRST     CLASS II
 LA1639
 LA1639.The horizontal coordinates were scaled from a topographic map and have
 LA1639.an estimated accuracy of +/- 6 seconds.
 LA1639
 LA1639.The orthometric height was determined by differential leveling
 LA1639.and adjusted by the National Geodetic Survey in June 1991..
 LA1639.WARNING-Repeat measurements at this control monument indicate possible
 LA1639.vertical movement.
 LA1639
 LA1639.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1639.See file dsdata.txt to determine how the superseded data were derived.
 LA1639
 LA1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL000169(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1639
 LA1639  HISTORY     - Date     Condition        Report By
 LA1639  HISTORY     - UNK      MONUMENTED       CGS
 LA1639  HISTORY     - 1946     GOOD             NGS
 LA1639  HISTORY     - 20060908 MARK NOT FOUND   INDIV
 LA1639
 LA1639                          STATION DESCRIPTION
 LA1639
 LA1639'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0608 ***********************************************************************
 KA0608  DESIGNATION -  P 51
 KA0608  PID         -  KA0608
 KA0608  STATE/COUNTY-  IN/PUTNAM
 KA0608  USGS QUAD   -  CLOVERDALE (1986)
 KA0608
 KA0608                         *CURRENT SURVEY CONTROL
 KA0608  ___________________________________________________________________
 KA0608* NAD 83(1986)-  39 35 28.     (N)    086 52 08.     (W)     SCALED    
 KA0608* NAVD 88     -       224.170  (meters)     735.46   (feet)  ADJUSTED  
 KA0608  ___________________________________________________________________
 KA0608  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KA0608  DYNAMIC HT  -         224.044 (meters)     735.05  (feet)  COMP
 KA0608  MODELED GRAV-     980,055.3   (mgal)                       NAVD 88
 KA0608
 KA0608  VERT ORDER  -  SECOND    CLASS 0
 KA0608
 KA0608.The horizontal coordinates were scaled from a topographic map and have
 KA0608.an estimated accuracy of +/- 6 seconds.
 KA0608
 KA0608.The orthometric height was determined by differential leveling
 KA0608.and adjusted by the National Geodetic Survey in June 1991..
 KA0608.WARNING-Repeat measurements at this control monument indicate possible
 KA0608.vertical movement.
 KA0608
 KA0608.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0608.See file dsdata.txt to determine how the superseded data were derived.
 KA0608
 KA0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ112823(NAD 83)
 KA0608_MARKER: DB = BENCH MARK DISK
 KA0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0608_STAMPING: P 51 1934
 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             NGS
 KA0608  HISTORY     - 1956     MARK NOT FOUND   NGS
 KA0608
 KA0608                          STATION DESCRIPTION
 KA0608
 KA0608'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1956
 KA0608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0453 ***********************************************************************
 KA0453  DESIGNATION -  P 52
 KA0453  PID         -  KA0453
 KA0453  STATE/COUNTY-  IN/MONROE
 KA0453  USGS QUAD   -  CLEAR CREEK (1990)
 KA0453
 KA0453                         *CURRENT SURVEY CONTROL
 KA0453  ___________________________________________________________________
 KA0453* NAD 83(1986)-  39 01 41.     (N)    086 33 42.     (W)     SCALED    
 KA0453* NAVD 88     -       159.360  (meters)     522.83   (feet)  ADJUSTED  
 KA0453  ___________________________________________________________________
 KA0453  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KA0453  DYNAMIC HT  -         159.261 (meters)     522.51  (feet)  COMP
 KA0453  MODELED GRAV-     980,004.2   (mgal)                       NAVD 88
 KA0453
 KA0453  VERT ORDER  -  SECOND    CLASS 0
 KA0453
 KA0453.The horizontal coordinates were scaled from a topographic map and have
 KA0453.an estimated accuracy of +/- 6 seconds.
 KA0453
 KA0453.The orthometric height was determined by differential leveling
 KA0453.and adjusted by the National Geodetic Survey in June 1991..
 KA0453
 KA0453.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0453.See file dsdata.txt to determine how the superseded data were derived.
 KA0453
 KA0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ379199(NAD 83)
 KA0453_MARKER: DB = BENCH MARK DISK
 KA0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0453_STAMPING: P 52 1934
 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 = OCTOBER  6, 2006
 KA0335 ***********************************************************************
 KA0335  DESIGNATION -  P 53
 KA0335  PID         -  KA0335
 KA0335  STATE/COUNTY-  IN/BROWN
 KA0335  USGS QUAD   -  NEW BELLSVILLE (1988)
 KA0335
 KA0335                         *CURRENT SURVEY CONTROL
 KA0335  ___________________________________________________________________
 KA0335* NAD 83(1986)-  39 11 48.     (N)    086 05 08.     (W)     SCALED    
 KA0335* NAVD 88     -       260.574  (meters)     854.90   (feet)  ADJUSTED  
 KA0335  ___________________________________________________________________
 KA0335  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 KA0335  DYNAMIC HT  -         260.413 (meters)     854.37  (feet)  COMP
 KA0335  MODELED GRAV-     980,002.4   (mgal)                       NAVD 88
 KA0335
 KA0335  VERT ORDER  -  SECOND    CLASS 0
 KA0335
 KA0335.The horizontal coordinates were scaled from a topographic map and have
 KA0335.an estimated accuracy of +/- 6 seconds.
 KA0335
 KA0335.The orthometric height was determined by differential leveling
 KA0335.and adjusted by the National Geodetic Survey in June 1991..
 KA0335
 KA0335.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0335.See file dsdata.txt to determine how the superseded data were derived.
 KA0335
 KA0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ789390(NAD 83)
 KA0335_MARKER: DB = BENCH MARK DISK
 KA0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0335_STAMPING: P 53 1934
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1191 ***********************************************************************
 KA1191  DESIGNATION -  P 54
 KA1191  PID         -  KA1191
 KA1191  STATE/COUNTY-  IN/SULLIVAN
 KA1191  USGS QUAD   -  SULLIVAN (1986)
 KA1191
 KA1191                         *CURRENT SURVEY CONTROL
 KA1191  ___________________________________________________________________
 KA1191* NAD 83(1986)-  39 04 10.     (N)    087 26 11.     (W)     SCALED    
 KA1191* NAVD 88     -       152.556  (meters)     500.51   (feet)  ADJUSTED  
 KA1191  ___________________________________________________________________
 KA1191  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KA1191  DYNAMIC HT  -         152.466 (meters)     500.22  (feet)  COMP
 KA1191  MODELED GRAV-     980,033.3   (mgal)                       NAVD 88
 KA1191
 KA1191  VERT ORDER  -  SECOND    CLASS 0
 KA1191
 KA1191.The horizontal coordinates were scaled from a topographic map and have
 KA1191.an estimated accuracy of +/- 6 seconds.
 KA1191
 KA1191.The orthometric height was determined by differential leveling
 KA1191.and adjusted by the National Geodetic Survey in June 1991..
 KA1191
 KA1191.The geoid height was determined by GEOID03.
 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     -   424,270.      869,450.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1191.See file dsdata.txt to determine how the superseded data were derived.
 KA1191
 KA1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ622245(NAD 83)
 KA1191_MARKER: DB = BENCH MARK DISK
 KA1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1191_STAMPING: P 54 1934
 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 = OCTOBER  6, 2006
 JA0408 ***********************************************************************
 JA0408  DESIGNATION -  P 55
 JA0408  PID         -  JA0408
 JA0408  STATE/COUNTY-  IN/CRAWFORD
 JA0408  USGS QUAD   -  ENGLISH (1993)
 JA0408
 JA0408                         *CURRENT SURVEY CONTROL
 JA0408  ___________________________________________________________________
 JA0408* NAD 83(1986)-  38 15 38.     (N)    086 28 31.     (W)     SCALED    
 JA0408* NAVD 88     -       135.433  (meters)     444.33   (feet)  ADJUSTED  
 JA0408  ___________________________________________________________________
 JA0408  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JA0408  DYNAMIC HT  -         135.339 (meters)     444.02  (feet)  COMP
 JA0408  MODELED GRAV-     979,928.4   (mgal)                       NAVD 88
 JA0408
 JA0408  VERT ORDER  -  SECOND    CLASS 0
 JA0408
 JA0408.The horizontal coordinates were scaled from a topographic map and have
 JA0408.an estimated accuracy of +/- 6 seconds.
 JA0408
 JA0408.The orthometric height was determined by differential leveling
 JA0408.and adjusted by the National Geodetic Survey in June 1991..
 JA0408
 JA0408.The geoid height was determined by GEOID03.
 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.      953,220.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0408.See file dsdata.txt to determine how the superseded data were derived.
 JA0408
 JA0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH459348(NAD 83)
 JA0408_MARKER: DB = BENCH MARK DISK
 JA0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0408_SP_SET: 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   NGS
 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 NATIONAL GEODETIC SURVEY 1966
 JA0408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0269 ***********************************************************************
 JA0269  DESIGNATION -  P 56
 JA0269  PID         -  JA0269
 JA0269  STATE/COUNTY-  IN/CRAWFORD
 JA0269  USGS QUAD   -  MILLTOWN (1980)
 JA0269
 JA0269                         *CURRENT SURVEY CONTROL
 JA0269  ___________________________________________________________________
 JA0269* NAD 83(1986)-  38 22 00.     (N)    086 20 34.     (W)     SCALED    
 JA0269* NAVD 88     -       178.478  (meters)     585.56   (feet)  POSTED    
 JA0269  ___________________________________________________________________
 JA0269  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JA0269  DYNAMIC HT  -         178.350 (meters)     585.14  (feet)  COMP
 JA0269  MODELED GRAV-     979,924.3   (mgal)                       NAVD 88
 JA0269
 JA0269  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JA0269
 JA0269.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JA0269.rate of 4.1 thru 8.0 mm/km.
 JA0269
 JA0269.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0269.See file dsdata.txt to determine how the superseded data were derived.
 JA0269
 JA0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH574467(NAD 83)
 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   NGS
 JA0269
 JA0269                          STATION DESCRIPTION
 JA0269
 JA0269'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0991 ***********************************************************************
 JA0991  DESIGNATION -  P 57
 JA0991  PID         -  JA0991
 JA0991  STATE/COUNTY-  IN/PIKE
 JA0991  USGS QUAD   -  AUGUSTA (1989)
 JA0991
 JA0991                         *CURRENT SURVEY CONTROL
 JA0991  ___________________________________________________________________
 JA0991* NAD 83(1986)-  38 22 03.     (N)    087 08 48.     (W)     SCALED    
 JA0991* NAVD 88     -       136.288  (meters)     447.14   (feet)  ADJUSTED  
 JA0991  ___________________________________________________________________
 JA0991  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JA0991  DYNAMIC HT  -         136.199 (meters)     446.85  (feet)  COMP
 JA0991  MODELED GRAV-     979,967.5   (mgal)                       NAVD 88
 JA0991
 JA0991  VERT ORDER  -  FIRST     CLASS II
 JA0991
 JA0991.The horizontal coordinates were scaled from a topographic map and have
 JA0991.an estimated accuracy of +/- 6 seconds.
 JA0991
 JA0991.The orthometric height was determined by differential leveling
 JA0991.and adjusted by the National Geodetic Survey in June 1991..
 JA0991
 JA0991.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0991.See file dsdata.txt to determine how the superseded data were derived.
 JA0991
 JA0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH871466(NAD 83)
 JA0991_MARKER: DB = BENCH MARK DISK
 JA0991_SETTING: 66 = SET IN ROCK OUTCROP
 JA0991_SP_SET: ROCK CUT
 JA0991_STAMPING: P 57 1934
 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             NGS
 JA0991
 JA0991                          STATION DESCRIPTION
 JA0991
 JA0991'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0611 ***********************************************************************
 JA0611  DESIGNATION -  P 58
 JA0611  PID         -  JA0611
 JA0611  STATE/COUNTY-  IN/SPENCER
 JA0611  USGS QUAD   -  SANTA CLAUS (1980)
 JA0611
 JA0611                         *CURRENT SURVEY CONTROL
 JA0611  ___________________________________________________________________
 JA0611* NAD 83(1986)-  38 07 19.     (N)    086 59 54.     (W)     SCALED    
 JA0611* NAVD 88     -       133.544  (meters)     438.14   (feet)  POSTED    
 JA0611  ___________________________________________________________________
 JA0611  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JA0611  DYNAMIC HT  -         133.460 (meters)     437.86  (feet)  COMP
 JA0611  MODELED GRAV-     979,960.1   (mgal)                       NAVD 88
 JA0611
 JA0611  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JA0611
 JA0611.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JA0611.rate of 1.1 thru 2.0 mm/km.
 JA0611
 JA0611.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0611.See file dsdata.txt to determine how the superseded data were derived.
 JA0611
 JA0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH001193(NAD 83)
 JA0611_MARKER: DB = BENCH MARK DISK
 JA0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0611_STAMPING: P 58 1934
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1965
 JA0611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1689 ***********************************************************************
 HZ1689  DESIGNATION -  P 60
 HZ1689  PID         -  HZ1689
 HZ1689  STATE/COUNTY-  IN/JACKSON
 HZ1689  USGS QUAD   -  CHESTNUT RIDGE (1983)
 HZ1689
 HZ1689                         *CURRENT SURVEY CONTROL
 HZ1689  ___________________________________________________________________
 HZ1689* NAD 83(1986)-  38 54 37.     (N)    085 51 49.     (W)     SCALED    
 HZ1689* NAVD 88     -       171.630  (meters)     563.09   (feet)  ADJUSTED  
 HZ1689  ___________________________________________________________________
 HZ1689  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HZ1689  DYNAMIC HT  -         171.521 (meters)     562.73  (feet)  COMP
 HZ1689  MODELED GRAV-     979,989.3   (mgal)                       NAVD 88
 HZ1689
 HZ1689  VERT ORDER  -  SECOND    CLASS 0
 HZ1689
 HZ1689.The horizontal coordinates were scaled from a topographic map and have
 HZ1689.an estimated accuracy of +/- 6 seconds.
 HZ1689
 HZ1689.The orthometric height was determined by differential leveling
 HZ1689.and adjusted by the National Geodetic Survey in June 1991..
 HZ1689
 HZ1689.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1689.See file dsdata.txt to determine how the superseded data were derived.
 HZ1689
 HZ1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ985074(NAD 83)
 HZ1689_MARKER: DB = BENCH MARK DISK
 HZ1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1689_STAMPING: P 60 1934
 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 = OCTOBER  6, 2006
 KA0043 ***********************************************************************
 KA0043  DESIGNATION -  P 61
 KA0043  PID         -  KA0043
 KA0043  STATE/COUNTY-  IN/HENDRICKS
 KA0043  USGS QUAD   -  PLAINFIELD (1980)
 KA0043
 KA0043                         *CURRENT SURVEY CONTROL
 KA0043  ___________________________________________________________________
 KA0043* NAD 83(1986)-  39 38 07.     (N)    086 23 12.     (W)     SCALED    
 KA0043* NAVD 88     -       208.575  (meters)     684.30   (feet)  ADJUSTED  
 KA0043  ___________________________________________________________________
 KA0043  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KA0043  DYNAMIC HT  -         208.463 (meters)     683.93  (feet)  COMP
 KA0043  MODELED GRAV-     980,085.5   (mgal)                       NAVD 88
 KA0043
 KA0043  VERT ORDER  -  SECOND    CLASS 0
 KA0043
 KA0043.The horizontal coordinates were scaled from a topographic map and have
 KA0043.an estimated accuracy of +/- 6 seconds.
 KA0043
 KA0043.The orthometric height was determined by differential leveling
 KA0043.and adjusted by the National Geodetic Survey in June 1991..
 KA0043
 KA0043.The geoid height was determined by GEOID03.
 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     -   487,260.      959,810.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0043.See file dsdata.txt to determine how the superseded data were derived.
 KA0043
 KA0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ526874(NAD 83)
 KA0043_MARKER: DB = BENCH MARK DISK
 KA0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0043_STAMPING: P 61 1946
 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 = OCTOBER  6, 2006
 KA0628 ***********************************************************************
 KA0628  DESIGNATION -  P 62
 KA0628  PID         -  KA0628
 KA0628  STATE/COUNTY-  IN/HENDRICKS
 KA0628  USGS QUAD   -  COATESVILLE (1983)
 KA0628
 KA0628                         *CURRENT SURVEY CONTROL
 KA0628  ___________________________________________________________________
 KA0628* NAD 83(1986)-  39 38 12.     (N)    086 38 24.     (W)     SCALED    
 KA0628* NAVD 88     -       235.039  (meters)     771.12   (feet)  ADJUSTED  
 KA0628  ___________________________________________________________________
 KA0628  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KA0628  DYNAMIC HT  -         234.908 (meters)     770.69  (feet)  COMP
 KA0628  MODELED GRAV-     980,060.7   (mgal)                       NAVD 88
 KA0628
 KA0628  VERT ORDER  -  FIRST     CLASS II
 KA0628
 KA0628.The horizontal coordinates were scaled from a topographic map and have
 KA0628.an estimated accuracy of +/- 6 seconds.
 KA0628
 KA0628.The orthometric height was determined by differential leveling
 KA0628.and adjusted by the National Geodetic Survey in June 1991..
 KA0628
 KA0628.The geoid height was determined by GEOID03.
 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     -   487,270.      938,060.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0628.See file dsdata.txt to determine how the superseded data were derived.
 KA0628
 KA0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ308874(NAD 83)
 KA0628_MARKER: DB = BENCH MARK DISK
 KA0628_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0628_SP_SET: WINGWALL
 KA0628_STAMPING: P 62 1946
 KA0628_MARK LOGO: CGS   
 KA0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0628+STABILITY: SURFACE MOTION
 KA0628
 KA0628  HISTORY     - Date     Condition        Report By
 KA0628  HISTORY     - 1946     MONUMENTED       CGS
 KA0628  HISTORY     - 1985     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0696 ***********************************************************************
 KA0696  DESIGNATION -  P 63
 KA0696  PID         -  KA0696
 KA0696  STATE/COUNTY-  IN/MORGAN
 KA0696  USGS QUAD   -  EMINENCE (1983)
 KA0696
 KA0696                         *CURRENT SURVEY CONTROL
 KA0696  ___________________________________________________________________
 KA0696* NAD 83(1986)-  39 33 53.     (N)    086 37 54.     (W)     SCALED    
 KA0696* NAVD 88     -       236.443  (meters)     775.73   (feet)  ADJUSTED  
 KA0696  ___________________________________________________________________
 KA0696  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KA0696  DYNAMIC HT  -         236.310 (meters)     775.29  (feet)  COMP
 KA0696  MODELED GRAV-     980,057.7   (mgal)                       NAVD 88
 KA0696
 KA0696  VERT ORDER  -  SECOND    CLASS 0
 KA0696
 KA0696.The horizontal coordinates were scaled from a topographic map and have
 KA0696.an estimated accuracy of +/- 6 seconds.
 KA0696
 KA0696.The orthometric height was determined by differential leveling
 KA0696.and adjusted by the National Geodetic Survey in June 1991..
 KA0696
 KA0696.The geoid height was determined by GEOID03.
 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     -   479,290.      938,810.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0696.See file dsdata.txt to determine how the superseded data were derived.
 KA0696
 KA0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ316795(NAD 83)
 KA0696_MARKER: DB = BENCH MARK DISK
 KA0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0696_STAMPING: P 63 1946
 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 = OCTOBER  6, 2006
 KA0546 ***********************************************************************
 KA0546  DESIGNATION -  P 65
 KA0546  PID         -  KA0546
 KA0546  STATE/COUNTY-  IN/MORGAN
 KA0546  USGS QUAD   -  PARAGON (1987)
 KA0546
 KA0546                         *CURRENT SURVEY CONTROL
 KA0546  ___________________________________________________________________
 KA0546* NAD 83(1986)-  39 27 42.     (N)    086 31 51.     (W)     SCALED    
 KA0546* NAVD 88     -       261.114  (meters)     856.67   (feet)  ADJUSTED  
 KA0546  ___________________________________________________________________
 KA0546  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KA0546  DYNAMIC HT  -         260.966 (meters)     856.19  (feet)  COMP
 KA0546  MODELED GRAV-     980,051.9   (mgal)                       NAVD 88
 KA0546
 KA0546  VERT ORDER  -  SECOND    CLASS 0
 KA0546
 KA0546.The horizontal coordinates were scaled from a topographic map and have
 KA0546.an estimated accuracy of +/- 6 seconds.
 KA0546
 KA0546.The orthometric height was determined by differential leveling
 KA0546.and adjusted by the National Geodetic Survey in June 1991..
 KA0546
 KA0546.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0546.See file dsdata.txt to determine how the superseded data were derived.
 KA0546
 KA0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ403681(NAD 83)
 KA0546_MARKER: DB = BENCH MARK DISK
 KA0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0546_STAMPING: P 65 1946
 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 = OCTOBER  6, 2006
 JA0038 ***********************************************************************
 JA0038  DESIGNATION -  P 65 TT 65 BRWE
 JA0038  PID         -  JA0038
 JA0038  STATE/COUNTY-  IN/LAWRENCE
 JA0038  USGS QUAD   -  TUNNELTON (1980)
 JA0038
 JA0038                         *CURRENT SURVEY CONTROL
 JA0038  ___________________________________________________________________
 JA0038* NAD 83(1986)-  38 46 28.     (N)    086 21 29.     (W)     SCALED    
 JA0038* NAVD 88     -       157.927  (meters)     518.13   (feet)  ADJUSTED  
 JA0038  ___________________________________________________________________
 JA0038  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JA0038  DYNAMIC HT  -         157.827 (meters)     517.80  (feet)  COMP
 JA0038  MODELED GRAV-     979,990.0   (mgal)                       NAVD 88
 JA0038
 JA0038  VERT ORDER  -  FIRST     CLASS II
 JA0038
 JA0038.The horizontal coordinates were scaled from a topographic map and have
 JA0038.an estimated accuracy of +/- 6 seconds.
 JA0038
 JA0038.The orthometric height was determined by differential leveling
 JA0038.and adjusted by the National Geodetic Survey in June 1991..
 JA0038
 JA0038.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0038.See file dsdata.txt to determine how the superseded data were derived.
 JA0038
 JA0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH557919(NAD 83)
 JA0038_MARKER: DB = BENCH MARK DISK
 JA0038_SETTING: 66 = SET IN ROCK OUTCROP
 JA0038_SP_SET: 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             NGS
 JA0038
 JA0038                          STATION DESCRIPTION
 JA0038
 JA0038'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1074 ***********************************************************************
 KA1074  DESIGNATION -  P 66
 KA1074  PID         -  KA1074
 KA1074  STATE/COUNTY-  IN/VIGO
 KA1074  USGS QUAD   -  SEELYVILLE (1986)
 KA1074
 KA1074                         *CURRENT SURVEY CONTROL
 KA1074  ___________________________________________________________________
 KA1074* NAD 83(1986)-  39 28 23.     (N)    087 21 54.     (W)     SCALED    
 KA1074* NAVD 88     -       153.786  (meters)     504.55   (feet)  ADJUSTED  
 KA1074  ___________________________________________________________________
 KA1074  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KA1074  DYNAMIC HT  -         153.699 (meters)     504.26  (feet)  COMP
 KA1074  MODELED GRAV-     980,055.7   (mgal)                       NAVD 88
 KA1074
 KA1074  VERT ORDER  -  FIRST     CLASS II
 KA1074
 KA1074.The horizontal coordinates were scaled from a topographic map and have
 KA1074.an estimated accuracy of +/- 6 seconds.
 KA1074
 KA1074.The orthometric height was determined by differential leveling
 KA1074.and adjusted by the National Geodetic Survey in June 1991..
 KA1074.WARNING-Repeat measurements at this control monument indicate possible
 KA1074.vertical movement.
 KA1074
 KA1074.The geoid height was determined by GEOID03.
 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     -   469,050.      875,760.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1074.See file dsdata.txt to determine how the superseded data were derived.
 KA1074
 KA1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ686693(NAD 83)
 KA1074_MARKER: DB = BENCH MARK DISK
 KA1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1074_SP_SET: CONCRETE POST
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0509 ***********************************************************************
 KA0509  DESIGNATION -  P 67
 KA0509  PID         -  KA0509
 KA0509  STATE/COUNTY-  IN/OWEN
 KA0509  USGS QUAD   -  PATRICKSBURG (1956)
 KA0509
 KA0509                         *CURRENT SURVEY CONTROL
 KA0509  ___________________________________________________________________
 KA0509* NAD 83(1986)-  39 18 04.     (N)    086 58 30.     (W)     SCALED    
 KA0509* NAVD 88     -       179.142  (meters)     587.74   (feet)  ADJUSTED  
 KA0509  ___________________________________________________________________
 KA0509  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KA0509  DYNAMIC HT  -         179.037 (meters)     587.39  (feet)  COMP
 KA0509  MODELED GRAV-     980,037.2   (mgal)                       NAVD 88
 KA0509
 KA0509  VERT ORDER  -  SECOND    CLASS 0
 KA0509
 KA0509.The horizontal coordinates were scaled from a topographic map and have
 KA0509.an estimated accuracy of +/- 6 seconds.
 KA0509
 KA0509.The orthometric height was determined by differential leveling
 KA0509.and adjusted by the National Geodetic Survey in June 1991..
 KA0509
 KA0509.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0509.See file dsdata.txt to determine how the superseded data were derived.
 KA0509
 KA0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ021501(NAD 83)
 KA0509_MARKER: DB = BENCH MARK DISK
 KA0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0509_STAMPING: P 67 1946
 KA0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0509+STABILITY: SURFACE MOTION
 KA0509
 KA0509  HISTORY     - Date     Condition        Report By
 KA0509  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0030 ***********************************************************************
 JA0030  DESIGNATION -  P 67 TT 67 BRWE
 JA0030  PID         -  JA0030
 JA0030  STATE/COUNTY-  IN/LAWRENCE
 JA0030  USGS QUAD   -  TUNNELTON (1980)
 JA0030
 JA0030                         *CURRENT SURVEY CONTROL
 JA0030  ___________________________________________________________________
 JA0030* NAD 83(1986)-  38 46 00.     (N)    086 17 50.     (W)     SCALED    
 JA0030* NAVD 88     -       160.667  (meters)     527.12   (feet)  ADJUSTED  
 JA0030  ___________________________________________________________________
 JA0030  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 JA0030  DYNAMIC HT  -         160.565 (meters)     526.79  (feet)  COMP
 JA0030  MODELED GRAV-     979,995.7   (mgal)                       NAVD 88
 JA0030
 JA0030  VERT ORDER  -  FIRST     CLASS II
 JA0030
 JA0030.The horizontal coordinates were scaled from a topographic map and have
 JA0030.an estimated accuracy of +/- 6 seconds.
 JA0030
 JA0030.The orthometric height was determined by differential leveling
 JA0030.and adjusted by the National Geodetic Survey in June 1991..
 JA0030
 JA0030.The geoid height was determined by GEOID03.
 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     -   390,890.      968,320.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0030.See file dsdata.txt to determine how the superseded data were derived.
 JA0030
 JA0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH610911(NAD 83)
 JA0030_MARKER: DD = SURVEY DISK
 JA0030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0030_SP_SET: UNDERPASS
 JA0030_STAMPING: P 67 TT 67
 JA0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0030
 JA0030  HISTORY     - Date     Condition        Report By
 JA0030  HISTORY     - UNK      MONUMENTED       BRWE
 JA0030  HISTORY     - 1934     GOOD             NGS
 JA0030
 JA0030                          STATION DESCRIPTION
 JA0030
 JA0030'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1140 ***********************************************************************
 KA1140  DESIGNATION -  P 68
 KA1140  PID         -  KA1140
 KA1140  STATE/COUNTY-  IN/CLAY
 KA1140  USGS QUAD   -  CENTER POINT (1986)
 KA1140
 KA1140                         *CURRENT SURVEY CONTROL
 KA1140  ___________________________________________________________________
 KA1140* NAD 83(1986)-  39 23 49.     (N)    087 06 21.     (W)     SCALED    
 KA1140* NAVD 88     -       188.120  (meters)     617.19   (feet)  ADJUSTED  
 KA1140  ___________________________________________________________________
 KA1140  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KA1140  DYNAMIC HT  -         188.013 (meters)     616.84  (feet)  COMP
 KA1140  MODELED GRAV-     980,049.0   (mgal)                       NAVD 88
 KA1140
 KA1140  VERT ORDER  -  FIRST     CLASS II
 KA1140
 KA1140.The horizontal coordinates were scaled from a topographic map and have
 KA1140.an estimated accuracy of +/- 6 seconds.
 KA1140
 KA1140.The orthometric height was determined by differential leveling
 KA1140.and adjusted by the National Geodetic Survey in June 1991..
 KA1140.WARNING-Repeat measurements at this control monument indicate possible
 KA1140.vertical movement.
 KA1140
 KA1140.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1140.See file dsdata.txt to determine how the superseded data were derived.
 KA1140
 KA1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ908608(NAD 83)
 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 = OCTOBER  6, 2006
 JA0026 ***********************************************************************
 JA0026  DESIGNATION -  P 68 TT 69 BRWE
 JA0026  PID         -  JA0026
 JA0026  STATE/COUNTY-  IN/JACKSON
 JA0026  USGS QUAD   -  TUNNELTON (1980)
 JA0026
 JA0026                         *CURRENT SURVEY CONTROL
 JA0026  ___________________________________________________________________
 JA0026* NAD 83(1986)-  38 46 20.     (N)    086 16 04.     (W)     SCALED    
 JA0026* NAVD 88     -       158.086  (meters)     518.65   (feet)  ADJUSTED  
 JA0026  ___________________________________________________________________
 JA0026  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 JA0026  DYNAMIC HT  -         157.986 (meters)     518.33  (feet)  COMP
 JA0026  MODELED GRAV-     979,989.5   (mgal)                       NAVD 88
 JA0026
 JA0026  VERT ORDER  -  FIRST     CLASS II
 JA0026
 JA0026.The horizontal coordinates were scaled from a topographic map and have
 JA0026.an estimated accuracy of +/- 6 seconds.
 JA0026
 JA0026.The orthometric height was determined by differential leveling
 JA0026.and adjusted by the National Geodetic Survey in June 1991..
 JA0026
 JA0026.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0026.See file dsdata.txt to determine how the superseded data were derived.
 JA0026
 JA0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH636917(NAD 83)
 JA0026_MARKER: DD = SURVEY DISK
 JA0026_SETTING: 66 = SET IN ROCK OUTCROP
 JA0026_SP_SET: 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             NGS
 JA0026
 JA0026                          STATION DESCRIPTION
 JA0026
 JA0026'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0500 ***********************************************************************
 KA0500  DESIGNATION -  P 69
 KA0500  PID         -  KA0500
 KA0500  STATE/COUNTY-  IN/OWEN
 KA0500  USGS QUAD   -  POLAND (1980)
 KA0500
 KA0500                         *CURRENT SURVEY CONTROL
 KA0500  ___________________________________________________________________
 KA0500* NAD 83(1986)-  39 26 53.     (N)    086 54 32.     (W)     SCALED    
 KA0500* NAVD 88     -       210.098  (meters)     689.30   (feet)  ADJUSTED  
 KA0500  ___________________________________________________________________
 KA0500  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KA0500  DYNAMIC HT  -         209.977 (meters)     688.90  (feet)  COMP
 KA0500  MODELED GRAV-     980,047.3   (mgal)                       NAVD 88
 KA0500
 KA0500  VERT ORDER  -  SECOND    CLASS 0
 KA0500
 KA0500.The horizontal coordinates were scaled from a topographic map and have
 KA0500.an estimated accuracy of +/- 6 seconds.
 KA0500
 KA0500.The orthometric height was determined by differential leveling
 KA0500.and adjusted by the National Geodetic Survey in June 1991..
 KA0500
 KA0500.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0500.See file dsdata.txt to determine how the superseded data were derived.
 KA0500
 KA0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ078665(NAD 83)
 KA0500_MARKER: DB = BENCH MARK DISK
 KA0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0500_STAMPING: P 69 1946
 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 = OCTOBER  6, 2006
 JA0021 ***********************************************************************
 JA0021  DESIGNATION -  P 69 TT 60 BRWE
 JA0021  PID         -  JA0021
 JA0021  STATE/COUNTY-  IN/JACKSON
 JA0021  USGS QUAD   -  MEDORA (1994)
 JA0021
 JA0021                         *CURRENT SURVEY CONTROL
 JA0021  ___________________________________________________________________
 JA0021* NAD 83(1986)-  38 46 40.     (N)    086 13 40.     (W)     SCALED    
 JA0021* NAVD 88     -       159.769  (meters)     524.18   (feet)  ADJUSTED  
 JA0021  ___________________________________________________________________
 JA0021  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JA0021  DYNAMIC HT  -         159.667 (meters)     523.84  (feet)  COMP
 JA0021  MODELED GRAV-     979,983.4   (mgal)                       NAVD 88
 JA0021
 JA0021  VERT ORDER  -  FIRST     CLASS II
 JA0021
 JA0021.The horizontal coordinates were scaled from a topographic map and have
 JA0021.an estimated accuracy of +/- 6 seconds.
 JA0021
 JA0021.The orthometric height was determined by differential leveling
 JA0021.and adjusted by the National Geodetic Survey in June 1991..
 JA0021
 JA0021.The geoid height was determined by GEOID03.
 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     -   391,980.       51,240.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0021.See file dsdata.txt to determine how the superseded data were derived.
 JA0021
 JA0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH670924(NAD 83)
 JA0021_MARKER: DD = SURVEY DISK
 JA0021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0021_SP_SET: BRIDGE
 JA0021_STAMPING: P 69 TT 69
 JA0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0021
 JA0021  HISTORY     - Date     Condition        Report By
 JA0021  HISTORY     - UNK      MONUMENTED       BRWE
 JA0021  HISTORY     - 1934     GOOD             NGS
 JA0021
 JA0021                          STATION DESCRIPTION
 JA0021
 JA0021'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0254 ***********************************************************************
 ME0254  DESIGNATION -  P 7
 ME0254  PID         -  ME0254
 ME0254  STATE/COUNTY-  IN/MARSHALL
 ME0254  USGS QUAD   -  INWOOD (1994)
 ME0254
 ME0254                         *CURRENT SURVEY CONTROL
 ME0254  ___________________________________________________________________
 ME0254* NAD 83(1986)-  41 19 21.     (N)    086 13 51.     (W)     SCALED    
 ME0254* NAVD 88     -       252.044  (meters)     826.91   (feet)  ADJUSTED  
 ME0254  ___________________________________________________________________
 ME0254  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0254  DYNAMIC HT  -         251.937 (meters)     826.56  (feet)  COMP
 ME0254  MODELED GRAV-     980,191.6   (mgal)                       NAVD 88
 ME0254
 ME0254  VERT ORDER  -  FIRST     CLASS I
 ME0254
 ME0254.The horizontal coordinates were scaled from a topographic map and have
 ME0254.an estimated accuracy of +/- 6 seconds.
 ME0254
 ME0254.The orthometric height was determined by differential leveling
 ME0254.and adjusted by the National Geodetic Survey in June 1991..
 ME0254.WARNING-Repeat measurements at this control monument indicate possible
 ME0254.vertical movement.
 ME0254
 ME0254.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0254.See file dsdata.txt to determine how the superseded data were derived.
 ME0254
 ME0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL643748(NAD 83)
 ME0254_MARKER: X = CHISELED CROSS
 ME0254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0254_SP_SET: CULVERT
 ME0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0254
 ME0254  HISTORY     - Date     Condition        Report By
 ME0254  HISTORY     - UNK      MONUMENTED       CGS
 ME0254  HISTORY     - 1968     GOOD             NGS
 ME0254  HISTORY     - 1983     GOOD             USPSQD
 ME0254  HISTORY     - 1990     GOOD             USPSQD
 ME0254
 ME0254                          STATION DESCRIPTION
 ME0254
 ME0254'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0713 ***********************************************************************
 KA0713  DESIGNATION -  P 70
 KA0713  PID         -  KA0713
 KA0713  STATE/COUNTY-  IN/PUTNAM
 KA0713  USGS QUAD   -  REELSVILLE (1986)
 KA0713
 KA0713                         *CURRENT SURVEY CONTROL
 KA0713  ___________________________________________________________________
 KA0713* NAD 83(1986)-  39 30 34.     (N)    086 57 12.     (W)     SCALED    
 KA0713* NAVD 88     -       181.441  (meters)     595.28   (feet)  ADJUSTED  
 KA0713  ___________________________________________________________________
 KA0713  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KA0713  DYNAMIC HT  -         181.337 (meters)     594.94  (feet)  COMP
 KA0713  MODELED GRAV-     980,050.1   (mgal)                       NAVD 88
 KA0713
 KA0713  VERT ORDER  -  SECOND    CLASS 0
 KA0713
 KA0713.The horizontal coordinates were scaled from a topographic map and have
 KA0713.an estimated accuracy of +/- 6 seconds.
 KA0713
 KA0713.The orthometric height was determined by differential leveling
 KA0713.and adjusted by the National Geodetic Survey in June 1991..
 KA0713
 KA0713.The geoid height was determined by GEOID03.
 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     -   473,060.      911,180.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0713.See file dsdata.txt to determine how the superseded data were derived.
 KA0713
 KA0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ040733(NAD 83)
 KA0713_MARKER: DB = BENCH MARK DISK
 KA0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0713_STAMPING: P 70 1946
 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 = OCTOBER  6, 2006
 JA0032 ***********************************************************************
 JA0032  DESIGNATION -  P 70 TT 70 BRWE
 JA0032  PID         -  JA0032
 JA0032  STATE/COUNTY-  IN/LAWRENCE
 JA0032  USGS QUAD   -  TUNNELTON (1980)
 JA0032
 JA0032                         *CURRENT SURVEY CONTROL
 JA0032  ___________________________________________________________________
 JA0032* NAD 83(1986)-  38 46 25.     (N)    086 18 29.     (W)     SCALED    
 JA0032* NAVD 88     -       162.976  (meters)     534.70   (feet)  ADJUSTED  
 JA0032  ___________________________________________________________________
 JA0032  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 JA0032  DYNAMIC HT  -         162.873 (meters)     534.36  (feet)  COMP
 JA0032  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 JA0032
 JA0032  VERT ORDER  -  FIRST     CLASS II
 JA0032
 JA0032.The horizontal coordinates were scaled from a topographic map and have
 JA0032.an estimated accuracy of +/- 6 seconds.
 JA0032
 JA0032.The orthometric height was determined by differential leveling
 JA0032.and adjusted by the National Geodetic Survey in June 1991..
 JA0032
 JA0032.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0032.See file dsdata.txt to determine how the superseded data were derived.
 JA0032
 JA0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH601918(NAD 83)
 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             NGS
 JA0032
 JA0032                          STATION DESCRIPTION
 JA0032
 JA0032'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0814 ***********************************************************************
 KA0814  DESIGNATION -  P 71
 KA0814  PID         -  KA0814
 KA0814  STATE/COUNTY-  IN/PARKE
 KA0814  USGS QUAD   -  ROCKVILLE (1978)
 KA0814
 KA0814                         *CURRENT SURVEY CONTROL
 KA0814  ___________________________________________________________________
 KA0814* NAD 83(1986)-  39 45 39.     (N)    087 11 07.     (W)     SCALED    
 KA0814* NAVD 88     -       175.534  (meters)     575.90   (feet)  ADJUSTED  
 KA0814  ___________________________________________________________________
 KA0814  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KA0814  DYNAMIC HT  -         175.434 (meters)     575.57  (feet)  COMP
 KA0814  MODELED GRAV-     980,055.2   (mgal)                       NAVD 88
 KA0814
 KA0814  VERT ORDER  -  SECOND    CLASS 0
 KA0814
 KA0814.The horizontal coordinates were scaled from a topographic map and have
 KA0814.an estimated accuracy of +/- 6 seconds.
 KA0814
 KA0814.The orthometric height was determined by differential leveling
 KA0814.and adjusted by the National Geodetic Survey in June 1991..
 KA0814
 KA0814.The geoid height was determined by GEOID03.
 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     -   500,970.      891,270.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0814.See file dsdata.txt to determine how the superseded data were derived.
 KA0814
 KA0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK841012(NAD 83)
 KA0814_MARKER: DB = BENCH MARK DISK
 KA0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0814_STAMPING: P 71 1946
 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 = OCTOBER  6, 2006
 KA0569 ***********************************************************************
 KA0569  DESIGNATION -  P 72
 KA0569  PID         -  KA0569
 KA0569  STATE/COUNTY-  IN/PUTNAM
 KA0569  USGS QUAD   -  ROACHDALE (1958)
 KA0569
 KA0569                         *CURRENT SURVEY CONTROL
 KA0569  ___________________________________________________________________
 KA0569* NAD 83(1986)-  39 45 41.     (N)    086 45 06.     (W)     SCALED    
 KA0569* NAVD 88     -       264.203  (meters)     866.81   (feet)  ADJUSTED  
 KA0569  ___________________________________________________________________
 KA0569  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KA0569  DYNAMIC HT  -         264.057 (meters)     866.33  (feet)  COMP
 KA0569  MODELED GRAV-     980,063.8   (mgal)                       NAVD 88
 KA0569
 KA0569  VERT ORDER  -  SECOND    CLASS 0
 KA0569
 KA0569.The horizontal coordinates were scaled from a topographic map and have
 KA0569.an estimated accuracy of +/- 6 seconds.
 KA0569
 KA0569.The orthometric height was determined by differential leveling
 KA0569.and adjusted by the National Geodetic Survey in June 1991..
 KA0569
 KA0569.The geoid height was determined by GEOID03.
 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     -   501,080.      928,420.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0569.See file dsdata.txt to determine how the superseded data were derived.
 KA0569
 KA0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK212013(NAD 83)
 KA0569_MARKER: DB = BENCH MARK DISK
 KA0569_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0569_SP_SET: CULVERT
 KA0569_STAMPING: P 72 1946
 KA0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0802 ***********************************************************************
 KA0802  DESIGNATION -  P 73
 KA0802  PID         -  KA0802
 KA0802  STATE/COUNTY-  IN/PUTNAM
 KA0802  USGS QUAD   -  GREENCASTLE (1986)
 KA0802
 KA0802                         *CURRENT SURVEY CONTROL
 KA0802  ___________________________________________________________________
 KA0802* NAD 83(1986)-  39 41 25.     (N)    086 52 15.     (W)     SCALED    
 KA0802* NAVD 88     -       251.964  (meters)     826.65   (feet)  ADJUSTED  
 KA0802  ___________________________________________________________________
 KA0802  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KA0802  DYNAMIC HT  -         251.822 (meters)     826.19  (feet)  COMP
 KA0802  MODELED GRAV-     980,056.1   (mgal)                       NAVD 88
 KA0802
 KA0802  VERT ORDER  -  SECOND    CLASS 0
 KA0802
 KA0802.The horizontal coordinates were scaled from a topographic map and have
 KA0802.an estimated accuracy of +/- 6 seconds.
 KA0802
 KA0802.The orthometric height was determined by differential leveling
 KA0802.and adjusted by the National Geodetic Survey in June 1991..
 KA0802
 KA0802.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0802.See file dsdata.txt to determine how the superseded data were derived.
 KA0802
 KA0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ110933(NAD 83)
 KA0802_MARKER: DB = BENCH MARK DISK
 KA0802_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0802_SP_SET: CULVERT
 KA0802_STAMPING: P 73 1946
 KA0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0765 ***********************************************************************
 KA0765  DESIGNATION -  P 74
 KA0765  PID         -  KA0765
 KA0765  STATE/COUNTY-  IN/MONTGOMERY
 KA0765  USGS QUAD   -  LADOGA (1984)
 KA0765
 KA0765                         *CURRENT SURVEY CONTROL
 KA0765  ___________________________________________________________________
 KA0765* NAD 83(1986)-  39 54 40.     (N)    086 50 02.     (W)     SCALED    
 KA0765* NAVD 88     -       247.280  (meters)     811.28   (feet)  ADJUSTED  
 KA0765  ___________________________________________________________________
 KA0765  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KA0765  DYNAMIC HT  -         247.144 (meters)     810.84  (feet)  COMP
 KA0765  MODELED GRAV-     980,072.3   (mgal)                       NAVD 88
 KA0765
 KA0765  VERT ORDER  -  SECOND    CLASS 0
 KA0765
 KA0765.The horizontal coordinates were scaled from a topographic map and have
 KA0765.an estimated accuracy of +/- 6 seconds.
 KA0765
 KA0765.The orthometric height was determined by differential leveling
 KA0765.and adjusted by the National Geodetic Survey in June 1991..
 KA0765
 KA0765.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0765.See file dsdata.txt to determine how the superseded data were derived.
 KA0765
 KA0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK141179(NAD 83)
 KA0765_MARKER: DB = BENCH MARK DISK
 KA0765_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0765_SP_SET: CULVERT
 KA0765_STAMPING: P 74 1946
 KA0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0587 ***********************************************************************
 KA0587  DESIGNATION -  P 75
 KA0587  PID         -  KA0587
 KA0587  STATE/COUNTY-  IN/PUTNAM
 KA0587  USGS QUAD   -  NORTH SALEM (1977)
 KA0587
 KA0587                         *CURRENT SURVEY CONTROL
 KA0587  ___________________________________________________________________
 KA0587* NAD 83(1986)-  39 50 55.     (N)    086 42 35.     (W)     SCALED    
 KA0587* NAVD 88     -       272.051  (meters)     892.55   (feet)  ADJUSTED  
 KA0587  ___________________________________________________________________
 KA0587  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KA0587  DYNAMIC HT  -         271.904 (meters)     892.07  (feet)  COMP
 KA0587  MODELED GRAV-     980,076.0   (mgal)                       NAVD 88
 KA0587
 KA0587  VERT ORDER  -  SECOND    CLASS 0
 KA0587
 KA0587.The horizontal coordinates were scaled from a topographic map and have
 KA0587.an estimated accuracy of +/- 6 seconds.
 KA0587
 KA0587.The orthometric height was determined by differential leveling
 KA0587.and adjusted by the National Geodetic Survey in June 1991..
 KA0587
 KA0587.The geoid height was determined by GEOID03.
 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     -   510,780.      931,970.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0587.See file dsdata.txt to determine how the superseded data were derived.
 KA0587
 KA0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK248109(NAD 83)
 KA0587_MARKER: DB = BENCH MARK DISK
 KA0587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0587_SP_SET: CULVERT
 KA0587_STAMPING: P 75 1946
 KA0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0587
 KA0587  HISTORY     - Date     Condition        Report By
 KA0587  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0032 ***********************************************************************
 KA0032  DESIGNATION -  P 76
 KA0032  PID         -  KA0032
 KA0032  STATE/COUNTY-  IN/MORGAN
 KA0032  USGS QUAD   -  MOORESVILLE WEST (1983)
 KA0032
 KA0032                         *CURRENT SURVEY CONTROL
 KA0032  ___________________________________________________________________
 KA0032* NAD 83(1986)-  39 32 32.     (N)    086 28 14.     (W)     SCALED    
 KA0032* NAVD 88     -       272.876  (meters)     895.26   (feet)  ADJUSTED  
 KA0032  ___________________________________________________________________
 KA0032  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KA0032  DYNAMIC HT  -         272.724 (meters)     894.76  (feet)  COMP
 KA0032  MODELED GRAV-     980,064.1   (mgal)                       NAVD 88
 KA0032
 KA0032  VERT ORDER  -  SECOND    CLASS 0
 KA0032
 KA0032.The horizontal coordinates were scaled from a topographic map and have
 KA0032.an estimated accuracy of +/- 6 seconds.
 KA0032
 KA0032.The orthometric height was determined by differential leveling
 KA0032.and adjusted by the National Geodetic Survey in June 1991..
 KA0032
 KA0032.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0032.See file dsdata.txt to determine how the superseded data were derived.
 KA0032
 KA0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ454770(NAD 83)
 KA0032_MARKER: DB = BENCH MARK DISK
 KA0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0032_STAMPING: P 76 1946
 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 = OCTOBER  6, 2006
 KA0225 ***********************************************************************
 KA0225  DESIGNATION -  P 77
 KA0225  PID         -  KA0225
 KA0225  STATE/COUNTY-  IN/HENDRICKS
 KA0225  USGS QUAD   -  BROWNSBURG (1980)
 KA0225
 KA0225                         *CURRENT SURVEY CONTROL
 KA0225  ___________________________________________________________________
 KA0225* NAD 83(1986)-  39 52 27.     (N)    086 23 31.     (W)     SCALED    
 KA0225* NAVD 88     -       272.099  (meters)     892.71   (feet)  ADJUSTED  
 KA0225  ___________________________________________________________________
 KA0225  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KA0225  DYNAMIC HT  -         271.949 (meters)     892.22  (feet)  COMP
 KA0225  MODELED GRAV-     980,070.0   (mgal)                       NAVD 88
 KA0225
 KA0225  VERT ORDER  -  SECOND    CLASS 0
 KA0225
 KA0225.The horizontal coordinates were scaled from a topographic map and have
 KA0225.an estimated accuracy of +/- 6 seconds.
 KA0225
 KA0225.The orthometric height was determined by differential leveling
 KA0225.and adjusted by the National Geodetic Survey in June 1991..
 KA0225
 KA0225.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 KA0225;SPC IN W     -   513,780.      959,150.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0225.See file dsdata.txt to determine how the superseded data were derived.
 KA0225
 KA0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK519139(NAD 83)
 KA0225_MARKER: DB = BENCH MARK DISK
 KA0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0225_STAMPING: P 77 1946
 KA0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0225+STABILITY: SURFACE MOTION
 KA0225
 KA0225  HISTORY     - Date     Condition        Report By
 KA0225  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0086 ***********************************************************************
 KA0086  DESIGNATION -  P 78
 KA0086  PID         -  KA0086
 KA0086  STATE/COUNTY-  IN/BOONE
 KA0086  USGS QUAD   -  ZIONSVILLE (1988)
 KA0086
 KA0086                         *CURRENT SURVEY CONTROL
 KA0086  ___________________________________________________________________
 KA0086* NAD 83(1986)-  39 59 01.     (N)    086 15 26.     (W)     SCALED    
 KA0086* NAVD 88     -       267.434  (meters)     877.41   (feet)  ADJUSTED  
 KA0086  ___________________________________________________________________
 KA0086  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KA0086  DYNAMIC HT  -         267.286 (meters)     876.92  (feet)  COMP
 KA0086  MODELED GRAV-     980,065.9   (mgal)                       NAVD 88
 KA0086
 KA0086  VERT ORDER  -  SECOND    CLASS 0
 KA0086
 KA0086.The horizontal coordinates were scaled from a topographic map and have
 KA0086.an estimated accuracy of +/- 6 seconds.
 KA0086
 KA0086.The orthometric height was determined by differential leveling
 KA0086.and adjusted by the National Geodetic Survey in June 1991..
 KA0086
 KA0086.The geoid height was determined by GEOID03.
 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     -   526,030.      970,560.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0086.See file dsdata.txt to determine how the superseded data were derived.
 KA0086
 KA0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK634262(NAD 83)
 KA0086_MARKER: DB = BENCH MARK DISK
 KA0086_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KA0086_SP_SET: 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0223 ***********************************************************************
 KA0223  DESIGNATION -  P 79
 KA0223  PID         -  KA0223
 KA0223  STATE/COUNTY-  IN/MARION
 KA0223  USGS QUAD   -  CARMEL (1988)
 KA0223
 KA0223                         *CURRENT SURVEY CONTROL
 KA0223  ___________________________________________________________________
 KA0223* NAD 83(1986)-  39 55 34.     (N)    086 12 36.     (W)     SCALED    
 KA0223* NAVD 88     -       261.647  (meters)     858.42   (feet)  ADJUSTED  
 KA0223  ___________________________________________________________________
 KA0223  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KA0223  DYNAMIC HT  -         261.503 (meters)     857.95  (feet)  COMP
 KA0223  MODELED GRAV-     980,067.8   (mgal)                       NAVD 88
 KA0223
 KA0223  VERT ORDER  -  SECOND    CLASS 0
 KA0223
 KA0223.The horizontal coordinates were scaled from a topographic map and have
 KA0223.an estimated accuracy of +/- 6 seconds.
 KA0223
 KA0223.The orthometric height was determined by differential leveling
 KA0223.and adjusted by the National Geodetic Survey in June 1991..
 KA0223
 KA0223.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0223.See file dsdata.txt to determine how the superseded data were derived.
 KA0223
 KA0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK675198(NAD 83)
 KA0223_MARKER: DB = BENCH MARK DISK
 KA0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0223_STAMPING: P 79 1946
 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 = OCTOBER  6, 2006
 MD1064 ***********************************************************************
 MD1064  DESIGNATION -  P 8
 MD1064  PID         -  MD1064
 MD1064  STATE/COUNTY-  IN/ELKHART
 MD1064  USGS QUAD   -  MILFORD (1994)
 MD1064
 MD1064                         *CURRENT SURVEY CONTROL
 MD1064  ___________________________________________________________________
 MD1064* NAD 83(1986)-  41 26 14.     (N)    085 50 43.     (W)     SCALED    
 MD1064* NAVD 88     -       252.296  (meters)     827.74   (feet)  ADJUSTED  
 MD1064  ___________________________________________________________________
 MD1064  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MD1064  DYNAMIC HT  -         252.198 (meters)     827.42  (feet)  COMP
 MD1064  MODELED GRAV-     980,228.3   (mgal)                       NAVD 88
 MD1064
 MD1064  VERT ORDER  -  FIRST     CLASS II
 MD1064
 MD1064.The horizontal coordinates were scaled from a topographic map and have
 MD1064.an estimated accuracy of +/- 6 seconds.
 MD1064
 MD1064.The orthometric height was determined by differential leveling
 MD1064.and adjusted by the National Geodetic Survey in June 1991..
 MD1064.WARNING-Repeat measurements at this control monument indicate possible
 MD1064.vertical movement.
 MD1064
 MD1064.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1064.See file dsdata.txt to determine how the superseded data were derived.
 MD1064
 MD1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL964879(NAD 83)
 MD1064_MARKER: DB = BENCH MARK DISK
 MD1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1064_STAMPING: P 8 ELEV. 828.259 FT.
 MD1064_MARK LOGO: CGS   
 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 08, 1993
 MD1064
 MD1064  HISTORY     - Date     Condition        Report By
 MD1064  HISTORY     - UNK      MONUMENTED       CGS
 MD1064  HISTORY     - 1946     GOOD             NGS
 MD1064  HISTORY     - 1956     POOR             NGS
 MD1064  HISTORY     - 1977     GOOD             LOCSUR
 MD1064  HISTORY     - 19930108 GOOD             NGS
 MD1064
 MD1064                          STATION DESCRIPTION
 MD1064
 MD1064'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1956
 MD1064'MARK RECOVERED IN POOR CONDITION.
 MD1064
 MD1064                          STATION RECOVERY (1977)
 MD1064
 MD1064'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 MD1064'RECOVERED IN GOOD 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0723 ***********************************************************************
 KA0723  DESIGNATION -  P 80
 KA0723  PID         -  KA0723
 KA0723  STATE/COUNTY-  IN/BOONE
 KA0723  USGS QUAD   -  LIZTON (1970)
 KA0723
 KA0723                         *CURRENT SURVEY CONTROL
 KA0723  ___________________________________________________________________
 KA0723* NAD 83(1986)-  39 56 55.     (N)    086 31 16.     (W)     SCALED    
 KA0723* NAVD 88     -       288.310  (meters)     945.90   (feet)  ADJUSTED  
 KA0723  ___________________________________________________________________
 KA0723  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KA0723  DYNAMIC HT  -         288.152 (meters)     945.38  (feet)  COMP
 KA0723  MODELED GRAV-     980,069.1   (mgal)                       NAVD 88
 KA0723
 KA0723  VERT ORDER  -  SECOND    CLASS 0
 KA0723
 KA0723.The horizontal coordinates were scaled from a topographic map and have
 KA0723.an estimated accuracy of +/- 6 seconds.
 KA0723
 KA0723.The orthometric height was determined by differential leveling
 KA0723.and adjusted by the National Geodetic Survey in June 1991..
 KA0723
 KA0723.The geoid height was determined by GEOID03.
 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     -   521,960.      948,050.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0723.See file dsdata.txt to determine how the superseded data were derived.
 KA0723
 KA0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK409221(NAD 83)
 KA0723_MARKER: DB = BENCH MARK DISK
 KA0723_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0723_SP_SET: BRIDGE
 KA0723_STAMPING: P 80 1946
 KA0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0723
 KA0723  HISTORY     - Date     Condition        Report By
 KA0723  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1232 ***********************************************************************
 KA1232  DESIGNATION -  P 81
 KA1232  PID         -  KA1232
 KA1232  STATE/COUNTY-  IN/VIGO
 KA1232  USGS QUAD   -  SEELYVILLE (1986)
 KA1232
 KA1232                         *CURRENT SURVEY CONTROL
 KA1232  ___________________________________________________________________
 KA1232* NAD 83(1986)-  39 23 54.     (N)    087 22 02.     (W)     SCALED    
 KA1232* NAVD 88     -       155.335  (meters)     509.63   (feet)  ADJUSTED  
 KA1232  ___________________________________________________________________
 KA1232  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KA1232  DYNAMIC HT  -         155.246 (meters)     509.34  (feet)  COMP
 KA1232  MODELED GRAV-     980,051.7   (mgal)                       NAVD 88
 KA1232
 KA1232  VERT ORDER  -  FIRST     CLASS II
 KA1232
 KA1232.The horizontal coordinates were scaled from a topographic map and have
 KA1232.an estimated accuracy of +/- 6 seconds.
 KA1232
 KA1232.The orthometric height was determined by differential leveling
 KA1232.and adjusted by the National Geodetic Survey in June 1991..
 KA1232
 KA1232.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1232.See file dsdata.txt to determine how the superseded data were derived.
 KA1232
 KA1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ683610(NAD 83)
 KA1232_MARKER: DB = BENCH MARK DISK
 KA1232_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1232_SP_SET: PIER
 KA1232_STAMPING: P 81 1946
 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 = OCTOBER  6, 2006
 KA1203 ***********************************************************************
 KA1203  DESIGNATION -  P 82
 KA1203  PID         -  KA1203
 KA1203  STATE/COUNTY-  IN/CLAY
 KA1203  USGS QUAD   -  CLAY CITY (1986)
 KA1203
 KA1203                         *CURRENT SURVEY CONTROL
 KA1203  ___________________________________________________________________
 KA1203* NAD 83(1986)-  39 15 22.     (N)    087 04 40.     (W)     SCALED    
 KA1203* NAVD 88     -       177.469  (meters)     582.25   (feet)  ADJUSTED  
 KA1203  ___________________________________________________________________
 KA1203  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KA1203  DYNAMIC HT  -         177.366 (meters)     581.91  (feet)  COMP
 KA1203  MODELED GRAV-     980,040.0   (mgal)                       NAVD 88
 KA1203
 KA1203  VERT ORDER  -  FIRST     CLASS II
 KA1203
 KA1203.The horizontal coordinates were scaled from a topographic map and have
 KA1203.an estimated accuracy of +/- 6 seconds.
 KA1203
 KA1203.The orthometric height was determined by differential leveling
 KA1203.and adjusted by the National Geodetic Survey in June 1991..
 KA1203
 KA1203.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1203.See file dsdata.txt to determine how the superseded data were derived.
 KA1203
 KA1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ932452(NAD 83)
 KA1203_MARKER: DB = BENCH MARK DISK
 KA1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1203_STAMPING: P 82 1946
 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 = OCTOBER  6, 2006
 KA0920 ***********************************************************************
 KA0920  DESIGNATION -  P 83
 KA0920  PID         -  KA0920
 KA0920  STATE/COUNTY-  IN/VIGO
 KA0920  USGS QUAD   -  ROSEDALE (1983)
 KA0920
 KA0920                         *CURRENT SURVEY CONTROL
 KA0920  ___________________________________________________________________
 KA0920* NAD 83(1986)-  39 34 12.     (N)    087 15 01.     (W)     SCALED    
 KA0920* NAVD 88     -       163.453  (meters)     536.26   (feet)  ADJUSTED  
 KA0920  ___________________________________________________________________
 KA0920  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KA0920  DYNAMIC HT  -         163.359 (meters)     535.95  (feet)  COMP
 KA0920  MODELED GRAV-     980,050.6   (mgal)                       NAVD 88
 KA0920
 KA0920  VERT ORDER  -  FIRST     CLASS II
 KA0920
 KA0920.The horizontal coordinates were scaled from a topographic map and have
 KA0920.an estimated accuracy of +/- 6 seconds.
 KA0920
 KA0920.The orthometric height was determined by differential leveling
 KA0920.and adjusted by the National Geodetic Survey in June 1991..
 KA0920
 KA0920.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0920.See file dsdata.txt to determine how the superseded data were derived.
 KA0920
 KA0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ785800(NAD 83)
 KA0920_MARKER: DB = BENCH MARK DISK
 KA0920_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0920_SP_SET: CULVERT
 KA0920_STAMPING: P 83 1946
 KA0920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA1197 ***********************************************************************
 KA1197  DESIGNATION -  P 84
 KA1197  PID         -  KA1197
 KA1197  STATE/COUNTY-  IN/OWEN
 KA1197  USGS QUAD   -  COAL CITY (1986)
 KA1197
 KA1197                         *CURRENT SURVEY CONTROL
 KA1197  ___________________________________________________________________
 KA1197* NAD 83(1986)-  39 12 10.     (N)    087 01 51.     (W)     SCALED    
 KA1197* NAVD 88     -       182.658  (meters)     599.27   (feet)  POSTED    
 KA1197  ___________________________________________________________________
 KA1197  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KA1197  DYNAMIC HT  -         182.550 (meters)     598.92  (feet)  COMP
 KA1197  MODELED GRAV-     980,036.9   (mgal)                       NAVD 88
 KA1197
 KA1197  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KA1197
 KA1197.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KA1197.rate of 1.1 thru 2.0 mm/km.
 KA1197
 KA1197.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1197.See file dsdata.txt to determine how the superseded data were derived.
 KA1197
 KA1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ973392(NAD 83)
 KA1197_MARKER: DB = BENCH MARK DISK
 KA1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1197_STAMPING: P 84 1946
 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 = OCTOBER  6, 2006
 KA1032 ***********************************************************************
 KA1032  DESIGNATION -  P 85
 KA1032  PID         -  KA1032
 KA1032  STATE/COUNTY-  IN/PARKE
 KA1032  USGS QUAD   -  MECCA (1983)
 KA1032
 KA1032                         *CURRENT SURVEY CONTROL
 KA1032  ___________________________________________________________________
 KA1032* NAD 83(1986)-  39 43 50.     (N)    087 18 00.     (W)     SCALED    
 KA1032* NAVD 88     -       199.885  (meters)     655.79   (feet)  ADJUSTED  
 KA1032  ___________________________________________________________________
 KA1032  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KA1032  DYNAMIC HT  -         199.773 (meters)     655.42  (feet)  COMP
 KA1032  MODELED GRAV-     980,059.2   (mgal)                       NAVD 88
 KA1032
 KA1032  VERT ORDER  -  SECOND    CLASS 0
 KA1032
 KA1032.The horizontal coordinates were scaled from a topographic map and have
 KA1032.an estimated accuracy of +/- 6 seconds.
 KA1032
 KA1032.The orthometric height was determined by differential leveling
 KA1032.and adjusted by the National Geodetic Survey in June 1991..
 KA1032
 KA1032.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1032.See file dsdata.txt to determine how the superseded data were derived.
 KA1032
 KA1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ742978(NAD 83)
 KA1032_MARKER: DB = BENCH MARK DISK
 KA1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1032_STAMPING: P 85 1946
 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 = OCTOBER  6, 2006
 KA0239 ***********************************************************************
 KA0239  DESIGNATION -  P 86
 KA0239  PID         -  KA0239
 KA0239  STATE/COUNTY-  IN/HENDRICKS
 KA0239  USGS QUAD   -  BROWNSBURG (1980)
 KA0239
 KA0239                         *CURRENT SURVEY CONTROL
 KA0239  ___________________________________________________________________
 KA0239* NAD 83(1986)-  39 48 51.     (N)    086 24 02.     (W)     SCALED    
 KA0239* NAVD 88     -       265.169  (meters)     869.98   (feet)  ADJUSTED  
 KA0239  ___________________________________________________________________
 KA0239  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KA0239  DYNAMIC HT  -         265.025 (meters)     869.50  (feet)  COMP
 KA0239  MODELED GRAV-     980,073.4   (mgal)                       NAVD 88
 KA0239
 KA0239  VERT ORDER  -  SECOND    CLASS 0
 KA0239
 KA0239.The horizontal coordinates were scaled from a topographic map and have
 KA0239.an estimated accuracy of +/- 6 seconds.
 KA0239
 KA0239.The orthometric height was determined by differential leveling
 KA0239.and adjusted by the National Geodetic Survey in June 1991..
 KA0239
 KA0239.The geoid height was determined by GEOID03.
 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     -   507,110.      958,460.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0239.See file dsdata.txt to determine how the superseded data were derived.
 KA0239
 KA0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK513073(NAD 83)
 KA0239_MARKER: DB = BENCH MARK DISK
 KA0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0239_STAMPING: P 86 1946
 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 = OCTOBER  6, 2006
 LB0759 ***********************************************************************
 LB0759  DESIGNATION -  P 87
 LB0759  PID         -  LB0759
 LB0759  STATE/COUNTY-  IN/MONTGOMERY
 LB0759  USGS QUAD   -  DARLINGTON (1980)
 LB0759
 LB0759                         *CURRENT SURVEY CONTROL
 LB0759  ___________________________________________________________________
 LB0759* NAD 83(1986)-  40 06 54.     (N)    086 46 19.     (W)     SCALED    
 LB0759* NAVD 88     -       230.972  (meters)     757.78   (feet)  ADJUSTED  
 LB0759  ___________________________________________________________________
 LB0759  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 LB0759  DYNAMIC HT  -         230.848 (meters)     757.37  (feet)  COMP
 LB0759  MODELED GRAV-     980,085.5   (mgal)                       NAVD 88
 LB0759
 LB0759  VERT ORDER  -  SECOND    CLASS 0
 LB0759
 LB0759.The horizontal coordinates were scaled from a topographic map and have
 LB0759.an estimated accuracy of +/- 6 seconds.
 LB0759
 LB0759.The orthometric height was determined by differential leveling
 LB0759.and adjusted by the National Geodetic Survey in June 1991..
 LB0759
 LB0759.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0759.See file dsdata.txt to determine how the superseded data were derived.
 LB0759
 LB0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK194405(NAD 83)
 LB0759_MARKER: DB = BENCH MARK DISK
 LB0759_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0759_SP_SET: ABUTMENT
 LB0759_STAMPING: P 87 1946
 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 = OCTOBER  6, 2006
 LB0799 ***********************************************************************
 LB0799  DESIGNATION -  P 88
 LB0799  PID         -  LB0799
 LB0799  STATE/COUNTY-  IN/TIPPECANOE
 LB0799  USGS QUAD   -  ROMNEY (1980)
 LB0799
 LB0799                         *CURRENT SURVEY CONTROL
 LB0799  ___________________________________________________________________
 LB0799* NAD 83(1986)-  40 15 32.     (N)    086 53 59.     (W)     SCALED    
 LB0799* NAVD 88     -       227.398  (meters)     746.05   (feet)  ADJUSTED  
 LB0799  ___________________________________________________________________
 LB0799  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 LB0799  DYNAMIC HT  -         227.282 (meters)     745.67  (feet)  COMP
 LB0799  MODELED GRAV-     980,110.8   (mgal)                       NAVD 88
 LB0799
 LB0799  VERT ORDER  -  SECOND    CLASS 0
 LB0799
 LB0799.The horizontal coordinates were scaled from a topographic map and have
 LB0799.an estimated accuracy of +/- 6 seconds.
 LB0799
 LB0799.The orthometric height was determined by differential leveling
 LB0799.and adjusted by the National Geodetic Survey in June 1991..
 LB0799
 LB0799.The geoid height was determined by GEOID03.
 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     -   556,280.      915,620.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0799.See file dsdata.txt to determine how the superseded data were derived.
 LB0799
 LB0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK085564(NAD 83)
 LB0799_MARKER: DB = BENCH MARK DISK
 LB0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0799_STAMPING: P 88 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1966
 LB0799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0827 ***********************************************************************
 LB0827  DESIGNATION -  P 89
 LB0827  PID         -  LB0827
 LB0827  STATE/COUNTY-  IN/TIPPECANOE
 LB0827  USGS QUAD   -  ROMNEY (1980)
 LB0827
 LB0827                         *CURRENT SURVEY CONTROL
 LB0827  ___________________________________________________________________
 LB0827* NAD 83(1986)-  40 15 58.     (N)    086 54 14.     (W)     SCALED    
 LB0827* NAVD 88     -       219.411  (meters)     719.85   (feet)  ADJUSTED  
 LB0827  ___________________________________________________________________
 LB0827  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 LB0827  DYNAMIC HT  -         219.299 (meters)     719.48  (feet)  COMP
 LB0827  MODELED GRAV-     980,112.3   (mgal)                       NAVD 88
 LB0827
 LB0827  VERT ORDER  -  SECOND    CLASS 0
 LB0827
 LB0827.The horizontal coordinates were scaled from a topographic map and have
 LB0827.an estimated accuracy of +/- 6 seconds.
 LB0827
 LB0827.The orthometric height was determined by differential leveling
 LB0827.and adjusted by the National Geodetic Survey in June 1991..
 LB0827
 LB0827.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0827.See file dsdata.txt to determine how the superseded data were derived.
 LB0827
 LB0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK081572(NAD 83)
 LB0827_MARKER: DB = BENCH MARK DISK
 LB0827_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0827_SP_SET: CULVERT HEADWALL
 LB0827_STAMPING: P 89 1946
 LB0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0827
 LB0827  HISTORY     - Date     Condition        Report By
 LB0827  HISTORY     - 1946     MONUMENTED       CGS
 LB0827  HISTORY     - 1966     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1966
 LB0827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2110 ***********************************************************************
 JZ2110  DESIGNATION -  P 92
 JZ2110  PID         -  JZ2110
 JZ2110  STATE/COUNTY-  IN/JENNINGS
 JZ2110  USGS QUAD   -  NORTH VERNON (1993)
 JZ2110
 JZ2110                         *CURRENT SURVEY CONTROL
 JZ2110  ___________________________________________________________________
 JZ2110* NAD 83(1986)-  39 00 23.     (N)    085 38 03.     (W)     SCALED    
 JZ2110* NAVD 88     -       228.327  (meters)     749.10   (feet)  ADJUSTED  
 JZ2110  ___________________________________________________________________
 JZ2110  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ2110  DYNAMIC HT  -         228.182 (meters)     748.63  (feet)  COMP
 JZ2110  MODELED GRAV-     979,987.3   (mgal)                       NAVD 88
 JZ2110
 JZ2110  VERT ORDER  -  FIRST     CLASS II
 JZ2110
 JZ2110.The horizontal coordinates were scaled from a topographic map and have
 JZ2110.an estimated accuracy of +/- 6 seconds.
 JZ2110
 JZ2110.The orthometric height was determined by differential leveling
 JZ2110.and adjusted by the National Geodetic Survey in June 1991..
 JZ2110
 JZ2110.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2110.See file dsdata.txt to determine how the superseded data were derived.
 JZ2110
 JZ2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ182183(NAD 83)
 JZ2110_MARKER: DB = BENCH MARK DISK
 JZ2110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2110_SP_SET: BUILDING
 JZ2110_STAMPING: P 92 1938
 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 = OCTOBER  6, 2006
 JZ1882 ***********************************************************************
 JZ1882  DESIGNATION -  P 93
 JZ1882  PID         -  JZ1882
 JZ1882  STATE/COUNTY-  IN/RIPLEY
 JZ1882  USGS QUAD   -  OSGOOD (1993)
 JZ1882
 JZ1882                         *CURRENT SURVEY CONTROL
 JZ1882  ___________________________________________________________________
 JZ1882* NAD 83(1986)-  39 07 38.     (N)    085 17 42.     (W)     SCALED    
 JZ1882* NAVD 88     -       301.629  (meters)     989.59   (feet)  POSTED    
 JZ1882  ___________________________________________________________________
 JZ1882  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ1882  DYNAMIC HT  -         301.430 (meters)     988.94  (feet)  COMP
 JZ1882  MODELED GRAV-     979,974.5   (mgal)                       NAVD 88
 JZ1882
 JZ1882  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JZ1882
 JZ1882.The horizontal coordinates were scaled from a topographic map and have
 JZ1882.an estimated accuracy of +/- 6 seconds.
 JZ1882
 JZ1882.The orthometric height was determined by differential leveling
 JZ1882.and adjusted by the National Geodetic Survey in 1992..
 JZ1882.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JZ1882.rate of 0.0 thru 1.0 mm/km.
 JZ1882
 JZ1882.The geoid height was determined by GEOID03.
 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     -   430,690.      132,140.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1882.See file dsdata.txt to determine how the superseded data were derived.
 JZ1882
 JZ1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ473322(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0934 ***********************************************************************
 LB0934  DESIGNATION -  P 94
 LB0934  PID         -  LB0934
 LB0934  STATE/COUNTY-  IN/TIPPECANOE
 LB0934  USGS QUAD   -  LAFAYETTE WEST (1987)
 LB0934
 LB0934                         *CURRENT SURVEY CONTROL
 LB0934  ___________________________________________________________________
 LB0934* NAD 83(1986)-  40 24 59.     (N)    086 55 48.     (W)     SCALED    
 LB0934* NAVD 88     -       186.394  (meters)     611.53   (feet)  ADJUSTED  
 LB0934  ___________________________________________________________________
 LB0934  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 LB0934  DYNAMIC HT  -         186.304 (meters)     611.23  (feet)  COMP
 LB0934  MODELED GRAV-     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 scaled from a topographic map and have
 LB0934.an estimated accuracy of +/- 6 seconds.
 LB0934
 LB0934.The orthometric height was determined by differential leveling
 LB0934.and adjusted by the National Geodetic Survey in June 1991..
 LB0934
 LB0934.The geoid height was determined by GEOID03.
 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     -   573,760.      913,010.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0934.See file dsdata.txt to determine how the superseded data were derived.
 LB0934
 LB0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK059739(NAD 83)
 LB0934_MARKER: DB = BENCH MARK DISK
 LB0934_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0934_SP_SET: BUILDING
 LB0934_STAMPING: P 94 1946
 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 = OCTOBER  6, 2006
 JZ0561 ***********************************************************************
 JZ0561  DESIGNATION -  P 94
 JZ0561  PID         -  JZ0561
 JZ0561  STATE/COUNTY-  IN/DEARBORN
 JZ0561  USGS QUAD   -  AURORA (1981)
 JZ0561
 JZ0561                         *CURRENT SURVEY CONTROL
 JZ0561  ___________________________________________________________________
 JZ0561* NAD 83(1986)-  39 03 00.     (N)    084 57 33.     (W)     SCALED    
 JZ0561* NAVD 88     -       147.608  (meters)     484.28   (feet)  POSTED    
 JZ0561  ___________________________________________________________________
 JZ0561  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JZ0561  DYNAMIC HT  -         147.520 (meters)     483.99  (feet)  COMP
 JZ0561  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 JZ0561
 JZ0561  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JZ0561
 JZ0561.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JZ0561.rate of 0.0 thru 1.0 mm/km.
 JZ0561
 JZ0561.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0561.See file dsdata.txt to determine how the superseded data were derived.
 JZ0561
 JZ0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ766243(NAD 83)
 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_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   NGS
 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 NATIONAL GEODETIC SURVEY 1953
 JZ0561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1651 ***********************************************************************
 LB1651  DESIGNATION -  P 95
 LB1651  PID         -  LB1651
 LB1651  STATE/COUNTY-  IN/FOUNTAIN
 LB1651  USGS QUAD   -  ATTICA (1962)
 LB1651
 LB1651                         *CURRENT SURVEY CONTROL
 LB1651  ___________________________________________________________________
 LB1651* NAD 83(1986)-  40 19 27.     (N)    087 10 32.     (W)     SCALED    
 LB1651* NAVD 88     -       168.697  (meters)     553.47   (feet)  ADJUSTED  
 LB1651  ___________________________________________________________________
 LB1651  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 LB1651  DYNAMIC HT  -         168.612 (meters)     553.19  (feet)  COMP
 LB1651  MODELED GRAV-     980,122.2   (mgal)                       NAVD 88
 LB1651
 LB1651  VERT ORDER  -  SECOND    CLASS 0
 LB1651
 LB1651.The horizontal coordinates were scaled from a topographic map and have
 LB1651.an estimated accuracy of +/- 6 seconds.
 LB1651
 LB1651.The orthometric height was determined by differential leveling
 LB1651.and adjusted by the National Geodetic Survey in June 1991..
 LB1651
 LB1651.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1651.See file dsdata.txt to determine how the superseded data were derived.
 LB1651
 LB1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK850637(NAD 83)
 LB1651_MARKER: DB = BENCH MARK DISK
 LB1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1651_STAMPING: P 95 1946
 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 = OCTOBER  6, 2006
 LB1701 ***********************************************************************
 LB1701  DESIGNATION -  P 96
 LB1701  PID         -  LB1701
 LB1701  STATE/COUNTY-  IN/FOUNTAIN
 LB1701  USGS QUAD   -  WINGATE (1962)
 LB1701
 LB1701                         *CURRENT SURVEY CONTROL
 LB1701  ___________________________________________________________________
 LB1701* NAD 83(1986)-  40 11 58.     (N)    087 07 29.     (W)     SCALED    
 LB1701* NAVD 88     -       218.560  (meters)     717.06   (feet)  ADJUSTED  
 LB1701  ___________________________________________________________________
 LB1701  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 LB1701  DYNAMIC HT  -         218.448 (meters)     716.69  (feet)  COMP
 LB1701  MODELED GRAV-     980,107.5   (mgal)                       NAVD 88
 LB1701
 LB1701  VERT ORDER  -  SECOND    CLASS 0
 LB1701
 LB1701.The horizontal coordinates were scaled from a topographic map and have
 LB1701.an estimated accuracy of +/- 6 seconds.
 LB1701
 LB1701.The orthometric height was determined by differential leveling
 LB1701.and adjusted by the National Geodetic Survey in June 1991..
 LB1701
 LB1701.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1701.See file dsdata.txt to determine how the superseded data were derived.
 LB1701
 LB1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK893499(NAD 83)
 LB1701_MARKER: DB = BENCH MARK DISK
 LB1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1701_STAMPING: P 96 1946
 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 = OCTOBER  6, 2006
 LB1544 ***********************************************************************
 LB1544  DESIGNATION -  P 97
 LB1544  PID         -  LB1544
 LB1544  STATE/COUNTY-  IN/FOUNTAIN
 LB1544  USGS QUAD   -  MELLOTT (1980)
 LB1544
 LB1544                         *CURRENT SURVEY CONTROL
 LB1544  ___________________________________________________________________
 LB1544* NAD 83(1986)-  40 08 32.     (N)    087 14 34.     (W)     SCALED    
 LB1544* NAVD 88     -       187.026  (meters)     613.60   (feet)  ADJUSTED  
 LB1544  ___________________________________________________________________
 LB1544  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 LB1544  DYNAMIC HT  -         186.929 (meters)     613.28  (feet)  COMP
 LB1544  MODELED GRAV-     980,103.3   (mgal)                       NAVD 88
 LB1544
 LB1544  VERT ORDER  -  SECOND    CLASS 0
 LB1544
 LB1544.The horizontal coordinates were scaled from a topographic map and have
 LB1544.an estimated accuracy of +/- 6 seconds.
 LB1544
 LB1544.The orthometric height was determined by differential leveling
 LB1544.and adjusted by the National Geodetic Survey in June 1991..
 LB1544
 LB1544.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1544.See file dsdata.txt to determine how the superseded data were derived.
 LB1544
 LB1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK793435(NAD 83)
 LB1544_MARKER: DB = BENCH MARK DISK
 LB1544_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1544_SP_SET: CULVERT
 LB1544_STAMPING: P 97 1946
 LB1544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1522 ***********************************************************************
 LB1522  DESIGNATION -  P 98
 LB1522  PID         -  LB1522
 LB1522  STATE/COUNTY-  IN/WARREN
 LB1522  USGS QUAD   -  ATTICA (1962)
 LB1522
 LB1522                         *CURRENT SURVEY CONTROL
 LB1522  ___________________________________________________________________
 LB1522* NAD 83(1986)-  40 20 12.     (N)    087 14 18.     (W)     SCALED    
 LB1522* NAVD 88     -       198.278  (meters)     650.52   (feet)  ADJUSTED  
 LB1522  ___________________________________________________________________
 LB1522  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 LB1522  DYNAMIC HT  -         198.178 (meters)     650.19  (feet)  COMP
 LB1522  MODELED GRAV-     980,118.3   (mgal)                       NAVD 88
 LB1522
 LB1522  VERT ORDER  -  SECOND    CLASS 0
 LB1522
 LB1522.The horizontal coordinates were scaled from a topographic map and have
 LB1522.an estimated accuracy of +/- 6 seconds.
 LB1522
 LB1522.The orthometric height was determined by differential leveling
 LB1522.and adjusted by the National Geodetic Survey in June 1991..
 LB1522
 LB1522.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1522.See file dsdata.txt to determine how the superseded data were derived.
 LB1522
 LB1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK797651(NAD 83)
 LB1522_MARKER: DB = BENCH MARK DISK
 LB1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1522_STAMPING: P 98 1946
 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 = OCTOBER  6, 2006
 LB1569 ***********************************************************************
 LB1569  DESIGNATION -  P 99
 LB1569  PID         -  LB1569
 LB1569  STATE/COUNTY-  IN/WARREN
 LB1569  USGS QUAD   -  WEST LEBANON (1980)
 LB1569
 LB1569                         *CURRENT SURVEY CONTROL
 LB1569  ___________________________________________________________________
 LB1569* NAD 83(1986)-  40 16 32.     (N)    087 23 12.     (W)     SCALED    
 LB1569* NAVD 88     -       202.214  (meters)     663.43   (feet)  ADJUSTED  
 LB1569  ___________________________________________________________________
 LB1569  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 LB1569  DYNAMIC HT  -         202.113 (meters)     663.10  (feet)  COMP
 LB1569  MODELED GRAV-     980,116.9   (mgal)                       NAVD 88
 LB1569
 LB1569  VERT ORDER  -  SECOND    CLASS 0
 LB1569
 LB1569.The horizontal coordinates were scaled from a topographic map and have
 LB1569.an estimated accuracy of +/- 6 seconds.
 LB1569
 LB1569.The orthometric height was determined by differential leveling
 LB1569.and adjusted by the National Geodetic Survey in June 1991..
 LB1569
 LB1569.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1569.See file dsdata.txt to determine how the superseded data were derived.
 LB1569
 LB1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK671584(NAD 83)
 LB1569_MARKER: DB = BENCH MARK DISK
 LB1569_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1569_SP_SET: CULVERT
 LB1569_STAMPING: P 99 1946
 LB1569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 MD1854 ***********************************************************************
 MD1854  DESIGNATION -  PAGE
 MD1854  PID         -  MD1854
 MD1854  STATE/COUNTY-  IN/STEUBEN
 MD1854  USGS QUAD   -  ANGOLA EAST (1993)
 MD1854
 MD1854                         *CURRENT SURVEY CONTROL
 MD1854  ___________________________________________________________________
 MD1854* NAD 83(1997)-  41 41 14.86341(N)    084 52 49.90552(W)     ADJUSTED  
 MD1854* NAVD 88     -       321.     (meters)    1053.     (feet)  SCALED    
 MD1854  ___________________________________________________________________
 MD1854  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 MD1854  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MD1854
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1854
 MD1854.The geoid height was determined by GEOID03.
 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;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|---------------------------------------------------------------------|
 MD1854| PID    Reference Object                     Distance      Geod. Az  |
 MD1854|                                                           dddmmss.s |
 MD1854| CE6350 PAGE AZ MK                                         0872934.1 |
 MD1854| MD1855 TT 34 T USGS 1946                   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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1854.See file dsdata.txt to determine how the superseded data were derived.
 MD1854
 MD1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7639117247(NAD 83)
 MD1854_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1854
 MD1854  HISTORY     - Date     Condition        Report By
 MD1854  HISTORY     - 1946     MONUMENTED       CGS
 MD1854  HISTORY     - 1960     SEE DESCRIPTION  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
 MD1854'FREMONT.  IT IS 30 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A
 MD1854'GRAVEL ROAD, 11 FEET SOUTH OF A
 MD1854'TELEPHONE POLE AND 43 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 MD1854'GARAGE.  THE MARK IS FLUSH WITH THE
 MD1854'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
 MD1854'COTTONWOOD TREE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 MD1854'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
 MD1854'SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD.  THE MARK
 MD1854'PROJECTS ABOUT 4 INCHES AND THE DISK
 MD1854'IS STAMPED PAGE NO 2 1946.
 MD1854'
 MD1854'THE AZIMUTH MARK IS 0.4 MILE EAST OF THE STATION, 41 FEET NORTH OF
 MD1854'THE GATE TO A CEMETERY, 19 FEET NORTH
 MD1854'OF THE CENTERLINE OF A GRAVEL ROAD AND 3 FEET WEST OF A WHITE WITNESS
 MD1854'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
 MD1854'INTERSECTION OF A GRAVEL CROSSROADS.  THE MARK IS AN 8 BY 8 CONCRETE
 MD1854'POST WHICH PROJECTS ABOUT 8 INCHES.
 MD1854'THE DISK IS A 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
 MD1854'EAST AND NORTH ON STATE HIGHWAY NO. 827 FOR 5.35 MILES TO THE
 MD1854'HOOSIERDANE FARM ON THE RIGHT.  TURN
 MD1854'RIGHT AND GO 1.55 MILES TO A CROSSROADS AND STATION TIE
 MD1854'IN THE SOUTHWEST ANGLE.  TURN LEFT AND GO
 MD1854'1.45 MILES TO A T-ROAD.  TURN RIGHT AND GO
 MD1854'SOUTH AND EAST FOR 1.2 MILES TO A T-ROAD.  TURN LEFT AND GO
 MD1854'NORTH FOR 0.3 MILE TO A SIDE ROAD
 MD1854'EAST.  TURN RIGHT AND GO EAST FOR 0.35 MILE TO THE STATION ON THE
 MD1854'RIGHT.  CONTINUE EAST FOR 0.1 MILE
 MD1854'TO A CROSSROADS AND TT34T (USGS) IN THE SOUTHWEST ANGLE.  CONTINUE
 MD1854'EAST FOR 0.3 MILE TO A CEMETERY ON
 MD1854'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
 MD1854'CONNECTED TT 34 T (U.S.G.S.) WERE FOUND BOTH OBVIOUSLY AND EVIDENTLY
 MD1854'(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
 MD1854'BUSINESS CORNER IN FREMONT, THENCE S ON PAVED COUNTY ROAD 3.0 MILES,
 MD1854'THEN 0.15 MILE W ON GRAVEL ROAD TO
 MD1854'STATION ON LEFT, 0.5 MILE NNW OF ONE BRIDGE OVER E-W TOLL
 MD1854'ROAD, 0.35 MILE E OF ANOTHER, 69-1/2 FEET W OF
 MD1854'PROJECTED PLANE OF ROCK MASONRY FOUNDATION
 MD1854'OF FRAME HOUSE, 29 FEET S OF CENTER LINE OF ROAD, 11-1/2 FEET S
 MD1854'OF CENTER OF ONE TELEPHONE POLE, 3 FEET
 MD1854'E OF CENTER OF POWER POLE, STANDARD DISKS STAMPED PAGE 1946 ARE SET
 MD1854'IN 1A AND 7A MARKS, THE TOP MARK FLUSH
 MD1854'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
 MD1854'AZIMUTH 17 DEG 38 MIN FROM STATION, 125 FEET S OF CENTER LINE OF
 MD1854'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
 MD1854'31.147 M. IN ORIGINAL DESCRIPTION SHOULD BE 34.147 M.) W IN AZIMUTH
 MD1854'93 DEG 54 MIN FROM STATION, 22 FEET W OF
 MD1854'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
 MD1854'THE W AND THE ARROW POINTS ABOUT 40 DEGREES TO THE LEFT OF THE
 MD1854'STATION.  ALSO DIRECTIONS OBSERVED
 MD1854'AT THIS TIME WITH THE AZIMUTH MARK AS AN INITIAL GAVE AN ANGLE TO
 MD1854'TT 34 T (U.S.G.S.) 0 DEG 30 MIN 52 SEC
 MD1854'GREATER THAN WAS OBSERVED IN 1946, TO R.M. NO. 1 AN ANGLE
 MD1854'0 DEG 04 MIN 09 SEC LESS THAN IN 1946, WHILE THE
 MD1854'DIRECTION TO R.M. NO. 2 WAS OBSTRUCTED.  THE U.S.-
 MD1854'G.S. MARK HAD BEEN ALSO OBVIOUSLY MOVED.  THE AZIMUTH MARK AND THE
 MD1854'TT 34 T WERE BOTH LEFT AS FOUND.  THE
 MD1854'AZIMUTH MARK IS ABOUT 0.35 MILE E OF THE STATION, 39 FEET N OF ONE
 MD1854'GATEPOST OF CEMETERY, 39-1/2 FEET NNE
 MD1854'OF THE OTHER, 19 FEET N OF CENTER LINE OF ROAD, 2 FEET E OF
 MD1854'PROJECTED CENTER LINE OF CENTRAL-AND-ENTRANCE
 MD1854'DRIVEWAY OF CEMETERY, AND 1 FOOT S OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1302 ***********************************************************************
 LA1302  DESIGNATION -  PAINTER
 LA1302  PID         -  LA1302
 LA1302  STATE/COUNTY-  IN/MADISON
 LA1302  USGS QUAD   -  ALEXANDRIA (1994)
 LA1302
 LA1302                         *CURRENT SURVEY CONTROL
 LA1302  ___________________________________________________________________
 LA1302* NAD 83(1997)-  40 16 40.76281(N)    085 39 52.05778(W)     ADJUSTED  
 LA1302* NAVD 88     -       271.946  (meters)     892.21   (feet)  ADJUSTED  
 LA1302  ___________________________________________________________________
 LA1302  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 LA1302  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 LA1302  DYNAMIC HT  -         271.804 (meters)     891.74  (feet)  COMP
 LA1302  MODELED GRAV-     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
 LA1302.and adjusted by the National Geodetic Survey in June 1991..
 LA1302
 LA1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA1302
 LA1302.The geoid height was determined by GEOID03.
 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;                    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  =   0.99972138
 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
 LA1302.Superseded values are not recommended for survey control.
 LA1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1302.See file dsdata.txt to determine how the superseded data were derived.
 LA1302
 LA1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1353959468(NAD 83)
 LA1302_MARKER: DS = TRIANGULATION STATION DISK
 LA1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1302_STAMPING: PAINTER 1934
 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             NGS
 LA1302  HISTORY     - 1948     GOOD             CGS
 LA1302
 LA1302                          STATION DESCRIPTION
 LA1302
 LA1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LA1302'ABOUT 1.0 MILE
 LA1302'NORTH AND 0.3 MILE
 LA1302'EAST OF THE CITY OF ALEXANDRIA, 0.3 MILE EAST
 LA1302'OF THE JUNCTION OF STATE HIGHWAY 9
 LA1302'AND 28, ON THE NORTH SIDE OF
 LA1302'STATE HIGHWAY 28, ON LAND OWNED BY C.E. PAINTER (WHO
 LA1302'LIVES ON
 LA1302'STATE HIGHWAY 9, 0.5 MILES NORTHWEST OF THE STATION), IN THE
 LA1302'SOUTHEAST CORNER
 LA1302'OF A CLEARED UNCULTIVATED FIELD, 48-1/2 FEET
 LA1302'NORTH OF THE CENTER LINE OF STATE
 LA1302'HIGHWAY 28, 17 FEET WEST OF
 LA1302'FENCE LINE, 24 FEET NORTHWEST OF THE SOUTHEAST FENCE
 LA1302'CORNER, 6
 LA1302'PACES NORTH OF THE NORTH RIGHT-OF-WAY, AND 12 INCHES BELOW THE
 LA1302'SURFACE.
 LA1302'
 LA1302'TO REACH FROM ALEXANDRIA GO NORTH ABOUT 1.0 MILE TO THE
 LA1302'JUNCTION OF STATE
 LA1302'HIGHWAY 9 AND 28, TURN EAST FOR 0.3 MILE ON
 LA1302'STATE HIGHWAY 28 TO THE STATION ON
 LA1302'THE NORTH SIDE OF THE HIGHWAY.
 LA1302'
 LA1302'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LA1302'BRONZE DISKS SET IN CONCRETE.
 LA1302'
 LA1302'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 0.8 FOOT WEST
 LA1302'OF THE FENCE LINE,
 LA1302'26 PACES NORTH-NORTHWEST OF THE NORTHWEST CORNER
 LA1302'OF A BARN, AND PROJECTS 12 INCHES.
 LA1302'REFERENCE MARK NO. 2 IS
 LA1302'SOUTHWEST OF THE STATION ALONG THE SOUTH EDGE OF THE
 LA1302'RIGHT-OF-WAY
 LA1302'OF STATE HIGHWAY 28, 29 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LA1302'0.5 FOOT NORTH OF
 LA1302'FENCE LINE, AND PROJECTS 12 INCHES.  236.19
 LA1302'FEET BETWEEN THE REFERENCE MARKS.
 LA1302'
 LA1302'AZIMUTH MARK IS ON THE CREST OF THE SECOND HILL TO THE EAST,
 LA1302'28 FEET SOUTH OF
 LA1302'THE CENTER LINE OF THE HIGHWAY, ALONG THE SOUTH
 LA1302'EDGE OF THE RIGHT-OF-WAY, 41-1/2
 LA1302'FEET WEST OF A CONCRETE LINE POST,
 LA1302'AND PROJECTS 12 INCHES.
 LA1302
 LA1302                          STATION RECOVERY (1946)
 LA1302
 LA1302'RECOVERY NOTE BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1305 ***********************************************************************
 LA1305  DESIGNATION -  PAINTER AZ MK
 LA1305  PID         -  LA1305
 LA1305  STATE/COUNTY-  IN/MADISON
 LA1305  USGS QUAD   -  ALEXANDRIA (1994)
 LA1305
 LA1305                         *CURRENT SURVEY CONTROL
 LA1305  ___________________________________________________________________
 LA1305* NAD 83(1986)-  40 16 41.     (N)    085 39 20.     (W)     SCALED    
 LA1305* NAVD 88     -       274.347  (meters)     900.09   (feet)  ADJUSTED  
 LA1305  ___________________________________________________________________
 LA1305  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 LA1305  DYNAMIC HT  -         274.204 (meters)     899.62  (feet)  COMP
 LA1305  MODELED GRAV-     980,097.1   (mgal)                       NAVD 88
 LA1305
 LA1305  VERT ORDER  -  FIRST     CLASS II
 LA1305
 LA1305.The horizontal coordinates were scaled from a topographic map and have
 LA1305.an estimated accuracy of +/- 6 seconds.
 LA1305
 LA1305.The orthometric height was determined by differential leveling
 LA1305.and adjusted by the National Geodetic Survey in June 1991..
 LA1305
 LA1305.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1305.See file dsdata.txt to determine how the superseded data were derived.
 LA1305
 LA1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK142594(NAD 83)
 LA1305_MARKER: DR = REFERENCE MARK DISK
 LA1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1305_STAMPING: PAINTER AZIMUTH 1934
 LA1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1305+STABILITY: SURFACE MOTION
 LA1305
 LA1305  HISTORY     - Date     Condition        Report By
 LA1305  HISTORY     - 1934     MONUMENTED       CGS
 LA1305  HISTORY     - 1946     GOOD             NGS
 LA1305
 LA1305                          STATION DESCRIPTION
 LA1305
 LA1305'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1303 ***********************************************************************
 LA1303  DESIGNATION -  PAINTER RM 1
 LA1303  PID         -  LA1303
 LA1303  STATE/COUNTY-  IN/MADISON
 LA1303  USGS QUAD   -  ALEXANDRIA (1994)
 LA1303
 LA1303                         *CURRENT SURVEY CONTROL
 LA1303  ___________________________________________________________________
 LA1303* NAD 83(1986)-  40 16 40.     (N)    085 39 52.     (W)     SCALED    
 LA1303* NAVD 88     -       273.230  (meters)     896.42   (feet)  ADJUSTED  
 LA1303  ___________________________________________________________________
 LA1303  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 LA1303  DYNAMIC HT  -         273.088 (meters)     895.96  (feet)  COMP
 LA1303  MODELED GRAV-     980,096.7   (mgal)                       NAVD 88
 LA1303
 LA1303  VERT ORDER  -  FIRST     CLASS II
 LA1303
 LA1303.The horizontal coordinates were scaled from a topographic map and have
 LA1303.an estimated accuracy of +/- 6 seconds.
 LA1303
 LA1303.The orthometric height was determined by differential leveling
 LA1303.and adjusted by the National Geodetic Survey in June 1991..
 LA1303
 LA1303.The geoid height was determined by GEOID03.
 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     -   558,360.      100,190.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1303.See file dsdata.txt to determine how the superseded data were derived.
 LA1303
 LA1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK135594(NAD 83)
 LA1303_MARKER: DR = REFERENCE MARK DISK
 LA1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1303_STAMPING: PAINTER NO 1 1934
 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             NGS
 LA1303
 LA1303                          STATION DESCRIPTION
 LA1303
 LA1303'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1304 ***********************************************************************
 LA1304  DESIGNATION -  PAINTER RM 2
 LA1304  PID         -  LA1304
 LA1304  STATE/COUNTY-  IN/MADISON
 LA1304  USGS QUAD   -  ALEXANDRIA (1994)
 LA1304
 LA1304                         *CURRENT SURVEY CONTROL
 LA1304  ___________________________________________________________________
 LA1304* NAD 83(1986)-  40 16 40.     (N)    085 39 52.     (W)     SCALED    
 LA1304* NAVD 88     -       272.356  (meters)     893.55   (feet)  ADJUSTED  
 LA1304  ___________________________________________________________________
 LA1304  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 LA1304  DYNAMIC HT  -         272.214 (meters)     893.09  (feet)  COMP
 LA1304  MODELED GRAV-     980,096.7   (mgal)                       NAVD 88
 LA1304
 LA1304  VERT ORDER  -  FIRST     CLASS II
 LA1304
 LA1304.The horizontal coordinates were scaled from a topographic map and have
 LA1304.an estimated accuracy of +/- 6 seconds.
 LA1304
 LA1304.The orthometric height was determined by differential leveling
 LA1304.and adjusted by the National Geodetic Survey in June 1991..
 LA1304
 LA1304.The geoid height was determined by GEOID03.
 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.      100,190.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1304.See file dsdata.txt to determine how the superseded data were derived.
 LA1304
 LA1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK135594(NAD 83)
 LA1304_MARKER: DR = REFERENCE MARK DISK
 LA1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1304_STAMPING: PAINTER NO II 1934
 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             NGS
 LA1304
 LA1304                          STATION DESCRIPTION
 LA1304
 LA1304'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ3390 ***********************************************************************
 JZ3390  DESIGNATION -  PALESTINE
 JZ3390  PID         -  JZ3390
 JZ3390  STATE/COUNTY-  IN/HANCOCK
 JZ3390  USGS QUAD   -  ACTON (1981)
 JZ3390
 JZ3390                         *CURRENT SURVEY CONTROL
 JZ3390  ___________________________________________________________________
 JZ3390* NAD 83(1997)-  39 44 43.04692(N)    085 54 43.36616(W)     ADJUSTED  
 JZ3390* NAVD 88     -       256.7    (meters)     842.     (feet)  VERTCON   
 JZ3390  ___________________________________________________________________
 JZ3390  X           -     350,094.740 (meters)                     COMP
 JZ3390  Y           -  -4,898,514.763 (meters)                     COMP
 JZ3390  Z           -   4,056,423.307 (meters)                     COMP
 JZ3390  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 JZ3390  ELLIP HEIGHT-         222.89  (meters)          (05/25/99) GPS OBS
 JZ3390  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JZ3390
 JZ3390  HORZ ORDER  -  FIRST
 JZ3390  ELLP ORDER  -  FOURTH    CLASS I
 JZ3390
 JZ3390.The horizontal coordinates were established by classical geodetic methods
 JZ3390.and adjusted by the National Geodetic Survey in May 1999..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3390
 JZ3390.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3390
 JZ3390.The ellipsoidal height was determined by GPS observations
 JZ3390.and is referenced to NAD 83.
 JZ3390
 JZ3390.The geoid height was determined by GEOID03.
 JZ3390
 JZ3390;                    North         East     Units Scale Factor Converg.
 JZ3390;SPC IN E     -   499,266.455    78,969.141   MT  0.99997211   -0 09 24.8
 JZ3390;SPC IN E     - 1,638,010.03    259,084.59   sFT  0.99997211   -0 09 24.8
 JZ3390;UTM  16      - 4,400,053.484   593,212.577   MT  0.99970697   +0 41 44.4
 JZ3390
 JZ3390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3390!SPC IN E     -   0.99996503  x   0.99997211  =   0.99993714
 JZ3390!UTM  16      -   0.99996503  x   0.99970697  =   0.99967201
 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 0674852.7 |
 JZ3390| JZ3392 GREENFIELD HANCOCK CO CH TWR        APPROX.13.0 KM 0701842.0 |
 JZ3390| JZ2474 PALESTINE AZ MK                                    1214413.3 |
 JZ3390| JZ3391 NEW PALESTINE ZION EVAN CH          APPROX. 3.4 KM 1440821.0 |
 JZ3390| JZ3389 JULIETTA MARION CO HOSPITAL TK      APPROX. 3.7 KM 2591618.8 |
 JZ3390| JZ2472 PALESTINE RM 2                      163.178 METERS 27251     |
 JZ3390| JZ3394 CUMBERLAND SMITH AND YOUNG STK      APPROX. 5.5 KM 3061836.3 |
 JZ3390|---------------------------------------------------------------------|
 JZ3390
 JZ3390                          SUPERSEDED SURVEY CONTROL
 JZ3390
 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)          843.     (f) GPS OBS        
 JZ3390
 JZ3390.Superseded values are not recommended for survey control.
 JZ3390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3390.See file dsdata.txt to determine how the superseded data were derived.
 JZ3390
 JZ3390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK9321300053(NAD 83)
 JZ3390_MARKER: DS = TRIANGULATION STATION DISK
 JZ3390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3390_SP_SET: CONCRETE POST
 JZ3390_STAMPING: PALESTINE 1939
 JZ3390_MARK LOGO: CGS   
 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 - November 13, 1986
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1665 ***********************************************************************
 MD1665  DESIGNATION -  PALESTINE
 MD1665  PID         -  MD1665
 MD1665  STATE/COUNTY-  IN/KOSCIUSKO
 MD1665  USGS QUAD   -  BURKET (1994)
 MD1665
 MD1665                         *CURRENT SURVEY CONTROL
 MD1665  ___________________________________________________________________
 MD1665* NAD 83(1997)-  41 12 13.10679(N)    085 53 51.47490(W)     ADJUSTED  
 MD1665* NAVD 88     -       269.     (meters)     883.     (feet)  SCALED    
 MD1665  ___________________________________________________________________
 MD1665  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 MD1665  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MD1665
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1665
 MD1665.The geoid height was determined by GEOID03.
 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     -   0.99996310  x   0.99997128  =   0.99993438
 MD1665!UTM  16      -   0.99996310  x   0.99970513  =   0.99966824
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1665.See file dsdata.txt to determine how the superseded data were derived.
 MD1665
 MD1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9242661949(NAD 83)
 MD1665_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1665
 MD1665  HISTORY     - Date     Condition        Report By
 MD1665  HISTORY     - 1947     MONUMENTED       CGS
 MD1665  HISTORY     - 1952     SEE DESCRIPTION  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
 MD1665'AND ON PROPERTY OWNED BY FRANK COX.  IT IS 198 FEET SOUTHEAST OF THE
 MD1665'INTERSECTION OF STATE HIGHWAY 25
 MD1665'AND A GRAVEL CROSSROAD, 130 FEET EAST OF THE CENTER OF
 MD1665'HIGHWAY 25, 56 FEET NORTHWEST OF THE SOUTHWEST
 MD1665'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
 MD1665'CORNER OF THE BARN.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD1665'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
 MD1665'CORNER OF THE HOUSE AND 25 FEET EAST OF HIGHWAY 25.  THE MARK
 MD1665'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
 MD1665'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 30 FEET SOUTH OF THE
 MD1665'CENTER OF THE ROAD AND ONE FOOT WEST
 MD1665'OF THE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MD1665'PALESTINE 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
 MD1665'TO A CROSSROAD, *CONTINUE STRAIGHT AHEAD ABOUT 50 YARDS TO MR. COXS
 MD1665'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
 MD1665'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
 MD1665'DIRECTIONS TO REFERENCE MARK NO. 2 AND THE AZIMUTH MARK CHECKED.  THE
 MD1665'DISTANCE TO REFERENCE MARK NO. 1
 MD1665'CHECKED BUT THE DIRECTION DID NOT CHECK.  THE OLD DESCRIPTION
 MD1665'IS ADEQUATE.
 MD1665'
 MD1665'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2474 ***********************************************************************
 JZ2474  DESIGNATION -  PALESTINE AZ MK
 JZ2474  PID         -  JZ2474
 JZ2474  STATE/COUNTY-  IN/HANCOCK
 JZ2474  USGS QUAD   -  ACTON (1981)
 JZ2474
 JZ2474                         *CURRENT SURVEY CONTROL
 JZ2474  ___________________________________________________________________
 JZ2474* NAD 83(1986)-  39 44 32.     (N)    085 54 18.     (W)     SCALED    
 JZ2474* NAVD 88     -       256.052  (meters)     840.06   (feet)  ADJUSTED  
 JZ2474  ___________________________________________________________________
 JZ2474  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JZ2474  DYNAMIC HT  -         255.905 (meters)     839.58  (feet)  COMP
 JZ2474  MODELED GRAV-     980,044.4   (mgal)                       NAVD 88
 JZ2474
 JZ2474  VERT ORDER  -  SECOND    CLASS 0
 JZ2474
 JZ2474.The horizontal coordinates were scaled from a topographic map and have
 JZ2474.an estimated accuracy of +/- 6 seconds.
 JZ2474
 JZ2474.The orthometric height was determined by differential leveling
 JZ2474.and adjusted by the National Geodetic Survey in June 1991..
 JZ2474
 JZ2474.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2474.See file dsdata.txt to determine how the superseded data were derived.
 JZ2474
 JZ2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ938997(NAD 83)
 JZ2474_MARKER: DZ = AZIMUTH MARK DISK
 JZ2474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2474_SP_SET: 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             NGS
 JZ2474  HISTORY     - 19941231 GOOD             IN-059
 JZ2474
 JZ2474                          STATION DESCRIPTION
 JZ2474
 JZ2474'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2473 ***********************************************************************
 JZ2473  DESIGNATION -  PALESTINE RM 1
 JZ2473  PID         -  JZ2473
 JZ2473  STATE/COUNTY-  IN/HANCOCK
 JZ2473  USGS QUAD   -  ACTON (1981)
 JZ2473
 JZ2473                         *CURRENT SURVEY CONTROL
 JZ2473  ___________________________________________________________________
 JZ2473* NAD 83(1986)-  39 44 43.     (N)    085 54 43.     (W)     SCALED    
 JZ2473* NAVD 88     -       256.692  (meters)     842.16   (feet)  ADJUSTED  
 JZ2473  ___________________________________________________________________
 JZ2473  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JZ2473  DYNAMIC HT  -         256.544 (meters)     841.68  (feet)  COMP
 JZ2473  MODELED GRAV-     980,044.8   (mgal)                       NAVD 88
 JZ2473
 JZ2473  VERT ORDER  -  SECOND    CLASS 0
 JZ2473
 JZ2473.The horizontal coordinates were scaled from a topographic map and have
 JZ2473.an estimated accuracy of +/- 6 seconds.
 JZ2473
 JZ2473.The orthometric height was determined by differential leveling
 JZ2473.and adjusted by the National Geodetic Survey in June 1991..
 JZ2473
 JZ2473.The geoid height was determined by GEOID03.
 JZ2473
 JZ2473.The dynamic height is computed by dividing the NAVD 88
 JZ2473.geopotential number by the normal gravity value computed on the
 JZ2473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2473.degrees latitude (g = 980.6199 gals.).
 JZ2473
 JZ2473.The modeled gravity was interpolated from observed gravity values.
 JZ2473
 JZ2473;                    North         East    Units  Estimated Accuracy
 JZ2473;SPC IN E     -   499,270.       78,980.      MT  (+/- 180 meters Scaled)
 JZ2473
 JZ2473                          SUPERSEDED SURVEY CONTROL
 JZ2473
 JZ2473  NGVD 29 (??/??/92)  256.800  (m)          842.52   (f) ADJ UNCH    2 0
 JZ2473
 JZ2473.Superseded values are not recommended for survey control.
 JZ2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2473.See file dsdata.txt to determine how the superseded data were derived.
 JZ2473
 JZ2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK932000(NAD 83)
 JZ2473_MARKER: DR = REFERENCE MARK DISK
 JZ2473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2473_STAMPING: PALESTINE NO 1 1939
 JZ2473_MARK LOGO: CGS   
 JZ2473_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2473+STABILITY: SURFACE MOTION
 JZ2473
 JZ2473  HISTORY     - Date     Condition        Report By
 JZ2473  HISTORY     - 1939     MONUMENTED       CGS
 JZ2473  HISTORY     - 1947     GOOD             NGS
 JZ2473  HISTORY     - 19941231 GOOD             IN-059
 JZ2473
 JZ2473                          STATION DESCRIPTION
 JZ2473
 JZ2473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ2473'5 MI SE FROM CUMBERLAND.
 JZ2473'ABOUT 0.2 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 JZ2473'AT CUMBERLAND, THENCE 2.55 MILES SOUTH ALONG THE COUNTY LINE
 JZ2473'ROAD, THENCE 2.0 MILES EAST AND 0.2 MILE NORTH ALONG COUNTY
 JZ2473'ROADS, ABOUT 0.2 MILE NORTH OF A CROSSROAD, AT THE NORTH SIDE
 JZ2473'OF A CULTIVATED FIELD ON THE FRED HARMENING FARM, ABOUT 550
 JZ2473'FEET EAST OF THE NORTH-SOUTH COUNTY ROAD, 77 FEET WEST OF A
 JZ2473'FENCE CORNER AT THE NORTHEAST CORNER OF THE FIELD, 1 FOOT SOUTH
 JZ2473'OF A FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ2473'ABOUT 4 INCHES.
 JZ2473
 JZ2473                          STATION RECOVERY (1994)
 JZ2473
 JZ2473'RECOVERY NOTE BY HANCOCK COUNTY INDIANA 1994 (DM)
 JZ2473'MARK FOUND IN GOOD CONDITION.  NOTE--LAND OWNER HAS REQUESTED THAT THE
 JZ2473'MARK AND REFERNECES BE RELOCATED.  OUR OFFICE IS SEEKING AN ALTERNATE
 JZ2473'SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2472 ***********************************************************************
 JZ2472  DESIGNATION -  PALESTINE RM 2
 JZ2472  PID         -  JZ2472
 JZ2472  STATE/COUNTY-  IN/HANCOCK
 JZ2472  USGS QUAD   -  ACTON (1981)
 JZ2472
 JZ2472                         *CURRENT SURVEY CONTROL
 JZ2472  ___________________________________________________________________
 JZ2472* NAD 83(1986)-  39 44 42.     (N)    085 54 42.     (W)     SCALED    
 JZ2472* NAVD 88     -       256.413  (meters)     841.25   (feet)  ADJUSTED  
 JZ2472  ___________________________________________________________________
 JZ2472  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JZ2472  DYNAMIC HT  -         256.265 (meters)     840.76  (feet)  COMP
 JZ2472  MODELED GRAV-     980,044.8   (mgal)                       NAVD 88
 JZ2472
 JZ2472  VERT ORDER  -  SECOND    CLASS 0
 JZ2472
 JZ2472.The horizontal coordinates were scaled from a topographic map and have
 JZ2472.an estimated accuracy of +/- 6 seconds.
 JZ2472
 JZ2472.The orthometric height was determined by differential leveling
 JZ2472.and adjusted by the National Geodetic Survey in June 1991..
 JZ2472
 JZ2472.The geoid height was determined by GEOID03.
 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     -   499,230.       79,000.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2472.See file dsdata.txt to determine how the superseded data were derived.
 JZ2472
 JZ2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK932000(NAD 83)
 JZ2472_MARKER: DR = REFERENCE MARK DISK
 JZ2472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2472_SP_SET: 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             NGS
 JZ2472  HISTORY     - 19941231 GOOD             IN-059
 JZ2472
 JZ2472                          STATION DESCRIPTION
 JZ2472
 JZ2472'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ2036 ***********************************************************************
 HZ2036  DESIGNATION -  PALMER
 HZ2036  PID         -  HZ2036
 HZ2036  STATE/COUNTY-  IN/CLARK
 HZ2036  USGS QUAD   -  BETHLEHEM (1993)
 HZ2036
 HZ2036                         *CURRENT SURVEY CONTROL
 HZ2036  ___________________________________________________________________
 HZ2036* NAD 83(1997)-  38 34 43.98556(N)    085 26 37.30759(W)     ADJUSTED  
 HZ2036* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 HZ2036  ___________________________________________________________________
 HZ2036  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 HZ2036  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 HZ2036
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2036
 HZ2036.The geoid height was determined by GEOID03.
 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  =   0.99979366
 HZ2036
 HZ2036|---------------------------------------------------------------------|
 HZ2036| PID    Reference Object                     Distance      Geod. Az  |
 HZ2036|                                                           dddmmss.s |
 HZ2036| HZ2037 TT 63 D USGS 1947                    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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2036.See file dsdata.txt to determine how the superseded data were derived.
 HZ2036
 HZ2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3556271195(NAD 83)
 HZ2036_MARKER: DS = TRIANGULATION STATION DISK
 HZ2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1718 ***********************************************************************
 JA1718  DESIGNATION -  PALMYRA
 JA1718  PID         -  JA1718
 JA1718  STATE/COUNTY-  IN/HARRISON
 JA1718  USGS QUAD   -  PALMYRA (1994)
 JA1718
 JA1718                         *CURRENT SURVEY CONTROL
 JA1718  ___________________________________________________________________
 JA1718* NAD 83(1997)-  38 24 29.15618(N)    086 06 46.42028(W)     ADJUSTED  
 JA1718* NAVD 88     -       237.     (meters)     778.     (feet)  SCALED    
 JA1718  ___________________________________________________________________
 JA1718  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 JA1718  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JA1718
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1718
 JA1718.The geoid height was determined by GEOID03.
 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     -   0.99996807  x   0.99998537  =   0.99995344
 JA1718!UTM  16      -   0.99996807  x   0.99967388  =   0.99964196
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1718.See file dsdata.txt to determine how the superseded data were derived.
 JA1718
 JA1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7745351469(NAD 83)
 JA1718_MARKER: DS = TRIANGULATION STATION DISK
 JA1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD1798 ***********************************************************************
 MD1798  DESIGNATION -  PANHANDLE EASTERN PLINE MAST
 MD1798  PID         -  MD1798
 MD1798  STATE/COUNTY-  IN/ALLEN
 MD1798  USGS QUAD   -  WOODBURN SOUTH (1992)
 MD1798
 MD1798                         *CURRENT SURVEY CONTROL
 MD1798  ___________________________________________________________________
 MD1798* NAD 83(1997)-  41 02 16.69129(N)    084 48 31.11249(W)     ADJUSTED  
 MD1798* NAVD 88     -                                                        
 MD1798  ___________________________________________________________________
 MD1798  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 MD1798  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 MD1798
 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
 MD1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1798
 MD1798.The geoid height was determined by GEOID03.
 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;UTM  16      - 4,545,285.379   684,197.009   MT  1.00001760   +1 26 21.0
 MD1798
 MD1798                          SUPERSEDED SURVEY CONTROL
 MD1798
 MD1798  NAD 83(1995)-  41 02 16.69159(N)    084 48 31.11294(W) AD(       ) 4
 MD1798  NAD 83(1986)-  41 02 16.69306(N)    084 48 31.12842(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1798.See file dsdata.txt to determine how the superseded data were derived.
 MD1798
 MD1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8419745285(NAD 83)
 MD1798
 MD1798  HISTORY     - Date     Condition        Report By
 MD1798  HISTORY     - 1947     MONUMENTED       CGS
 MD1798  HISTORY     - 1960     SEE DESCRIPTION  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 = OCTOBER  6, 2006
 JA1696 ***********************************************************************
 JA1696  DESIGNATION -  PAOLI
 JA1696  PID         -  JA1696
 JA1696  STATE/COUNTY-  IN/ORANGE
 JA1696  USGS QUAD   -  PAOLI (1993)
 JA1696
 JA1696                         *CURRENT SURVEY CONTROL
 JA1696  ___________________________________________________________________
 JA1696* NAD 83(1997)-  38 35 02.95466(N)    086 28 47.70700(W)     ADJUSTED  
 JA1696* NAVD 88     -       254.     (meters)     833.     (feet)  SCALED    
 JA1696  ___________________________________________________________________
 JA1696  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 JA1696  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 JA1696
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1696
 JA1696.The geoid height was determined by GEOID03.
 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     -   0.99996538  x   1.00000069  =   0.99996607
 JA1696!UTM  16      -   0.99996538  x   0.99962527  =   0.99959066
 JA1696
 JA1696:                Primary Azimuth Mark                     Grid Az
 JA1696:SPC IN W     -  ORLEANS MUNICIPAL TANK                   012 34 25.3
 JA1696:UTM  16      -  ORLEANS MUNICIPAL TANK                   012 37 32.4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1696.See file dsdata.txt to determine how the superseded data were derived.
 JA1696
 JA1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4529770760(NAD 83)
 JA1696_MARKER: DS = TRIANGULATION STATION DISK
 JA1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1790 ***********************************************************************
 JA1790  DESIGNATION -  PAOLI LOOKOUT TOWER
 JA1790  PID         -  JA1790
 JA1790  STATE/COUNTY-  IN/ORANGE
 JA1790  USGS QUAD   -  VALEENE (1993)
 JA1790
 JA1790                         *CURRENT SURVEY CONTROL
 JA1790  ___________________________________________________________________
 JA1790* NAD 83(1997)-  38 29 25.67325(N)    086 26 16.17920(W)     ADJUSTED  
 JA1790* NAVD 88     -                                                        
 JA1790  ___________________________________________________________________
 JA1790  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 JA1790  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JA1790
 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
 JA1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1790
 JA1790.The geoid height was determined by GEOID03.
 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;SPC IN E     -   360,216.152    32,722.415   MT  1.00002239   -0 28 47.9
 JA1790;SPC IN E     - 1,181,809.16    107,356.79   sFT  1.00002239   -0 28 47.9
 JA1790;UTM  16      - 4,260,385.085   549,026.882   MT  0.99962960   +0 20 59.6
 JA1790
 JA1790                          SUPERSEDED SURVEY CONTROL
 JA1790
 JA1790  NAD 83(1993)-  38 29 25.67841(N)    086 26 16.18305(W) AD(       ) 4
 JA1790  NAD 83(1986)-  38 29 25.67853(N)    086 26 16.18278(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1790.See file dsdata.txt to determine how the superseded data were derived.
 JA1790
 JA1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4902760385(NAD 83)
 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 = OCTOBER  6, 2006
 JA1699 ***********************************************************************
 JA1699  DESIGNATION -  PAOLI MUNICIPAL STANDPIPE
 JA1699  PID         -  JA1699
 JA1699  STATE/COUNTY-  IN/ORANGE
 JA1699  USGS QUAD   -  PAOLI (1993)
 JA1699
 JA1699                         *CURRENT SURVEY CONTROL
 JA1699  ___________________________________________________________________
 JA1699* NAD 83(1997)-  38 33 38.63963(N)    086 28 02.47575(W)     ADJUSTED  
 JA1699* NAVD 88     -                                                        
 JA1699  ___________________________________________________________________
 JA1699  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 JA1699  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JA1699
 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
 JA1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1699
 JA1699.The geoid height was determined by GEOID03.
 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;SPC IN E     -   368,038.308    30,214.299   MT  1.00002662   -0 29 56.8
 JA1699;SPC IN E     - 1,207,472.35     99,128.08   sFT  1.00002662   -0 29 56.8
 JA1699;UTM  16      - 4,268,166.978   546,406.690   MT  0.99962652   +0 19 55.3
 JA1699
 JA1699                          SUPERSEDED SURVEY CONTROL
 JA1699
 JA1699  NAD 83(1986)-  38 33 38.64504(N)    086 28 02.47888(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1699.See file dsdata.txt to determine how the superseded data were derived.
 JA1699
 JA1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4640768167(NAD 83)
 JA1699_MARKER: 52 = STANDPIPE TANK
 JA1699
 JA1699  HISTORY     - Date     Condition        Report By
 JA1699  HISTORY     - 1946     FIRST OBSERVED   CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1717 ***********************************************************************
 MD1717  DESIGNATION -  PARIS
 MD1717  PID         -  MD1717
 MD1717  STATE/COUNTY-  IN/ELKHART
 MD1717  USGS QUAD   -  GOSHEN (1994)
 MD1717
 MD1717                         *CURRENT SURVEY CONTROL
 MD1717  ___________________________________________________________________
 MD1717* NAD 83(1997)-  41 30 53.58059(N)    085 49 46.97338(W)     ADJUSTED  
 MD1717* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 MD1717  ___________________________________________________________________
 MD1717  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 MD1717  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MD1717
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1717
 MD1717.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1717.See file dsdata.txt to determine how the superseded data were derived.
 MD1717
 MD1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9765496578(NAD 83)
 MD1717_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1717
 MD1717  HISTORY     - Date     Condition        Report By
 MD1717  HISTORY     - 1947     MONUMENTED       CGS
 MD1717  HISTORY     - 1967     SEE DESCRIPTION  BRADY
 MD1717  HISTORY     - 1969     SEE DESCRIPTION  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
 MD1717'ALONG STATE HIGHWAY 15.  IT IS 12 FEET NORTHEAST OF AN 8 INCH OAK
 MD1717'TREE, 28 FEET WEST OF THE CENTERLINE
 MD1717'OF STATE HIGHWAY 15, 56 FEET SOUTH OF THE CENTERLINE OF
 MD1717'GRAVEL ROAD, 33 FEET SOUTH OF A WHITE WITNESS
 MD1717'POST AND 91 FEET SOUTHWEST OF THE INTERSECTION
 MD1717'OF STATE HIGHWAY 15 AND GRAVEL CROSSROAD.  THE MARK IS FLUSH AND
 MD1717'THE DISK IS STAMPED PARIS
 MD1717'1947.
 MD1717'
 MD1717'REFERENCE MARK NO. 1 IS 92.13 FEET EAST OF THE STATION.  IT IS 34
 MD1717'FEET EAST OF THE CENTERLINE OF
 MD1717'STATE HIGHWAY 15, 35 FEET SOUTH OF THE CENTERLINE OF GRAVEL ROAD AND
 MD1717'1 FOOT EAST OF FENCELINE.  THE
 MD1717'MARK IS 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
 MD1717'25 FEET NORTH OF THE
 MD1717'CENTERLINE OF GRAVEL ROAD AND 1 FOOT SOUTH OF FENCELINE.  THE MARK IS
 MD1717'FLUSH AND THE DISK IS STAMPED PARIS
 MD1717'NO 2 1947.
 MD1717'
 MD1717'THE AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION.  IT IS 19 FEET
 MD1717'EAST OF A FENCE LINE, 18 FEET
 MD1717'WEST OF THE CENTERLINE OF STATE HIGHWAY 15 AND 3 FEET NORTH OF A
 MD1717'WHITE WITNESS POST.  THE MARK IS
 MD1717'FLUSH AND THE 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
 MD1717'4.15 MILES TO TE STATION ON RIGHT AS DESCRIBED, CONTINUE SOUTH FOR
 MD1717'0.4 MILE TO THE AZIMUTH MARK ON
 MD1717'THE 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
 MD1717'REFERENCE MARKS.  REFERENCE DISTANCES LOCATED
 MD1717'THE STATION IN A NEW YARD, SO
 MD1717'DID NOT DIG FOR STATION.
 MD1717'WE USED A DIFFERENT HORIZONTAL CONTROL STATION
 MD1717'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
 MD1717'WAS MADE FOR THE AZIMUTH MARK BUT NOTHING COULD BE
 MD1717'FOUND AND THE MARK IS
 MD1717'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
 MD1717'CENTERLINE OF CO. ROAD 142, 27 FEET SOUTH OF A 20
 MD1717'INCH MAPLE TREE AND 12 FEET
 MD1717'NORTHEAST OF A 14 INCH MAPLE TREE.  THE MONUMENT
 MD1717'IS 4 INCHES UNDERGROUND AND THE DISK IS
 MD1717'STAMPED PARIS 1947.
 MD1717'
 MD1717'REFERENCE MARK 1 IS 48 FEET SOUTH OF THE CENTERLINE OF CO. ROAD 142,
 MD1717'21 FEET WEST OF
 MD1717'THE NORTHWEST CORNER OF A HOUSE, 18 FEET NORTHEAST OF
 MD1717'A 18 INCH OAK TREE AND 20 FEET
 MD1717'SOUTH OF POWER POLE NO. 663/696.  THE
 MD1717'MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 MD1717'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
 MD1717'OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 MD1717'STAMPED PARIS NO 2 1947.  (NOTE
 MD1717'THIS MARK IS 85.09 FEET FROM THE STATION
 MD1717'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
 MD1717'IS NOW AN 18 INCH MAPLE.
 MD1717'
 MD1717'PARIS NO. 1 1947 FOUND AS DESCRIBED.
 MD1717'
 MD1717'PARIS NO. 2 1947 FOUND AS DESCRIBED.
 MD1717'
 MD1717'AZIMUTH MARK SEARCHED FOR BUT NOT FOUND.
 MD1717'
 MD1717'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTH OF
 MD1717'GOSHEN, INDIANA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ2310 ***********************************************************************
 HZ2310  DESIGNATION -  PARIS AT AND T MW KSP 71
 HZ2310  PID         -  HZ2310
 HZ2310  STATE/COUNTY-  IN/JEFFERSON
 HZ2310  USGS QUAD   -  VOLGA (1993)
 HZ2310
 HZ2310                         *CURRENT SURVEY CONTROL
 HZ2310  ___________________________________________________________________
 HZ2310* NAD 83(1997)-  38 49 42.08847(N)    085 36 34.55537(W)     ADJUSTED  
 HZ2310* NAVD 88     -                                                        
 HZ2310  ___________________________________________________________________
 HZ2310  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 HZ2310  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HZ2310
 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
 HZ2310.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2310
 HZ2310.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HZ2310
 HZ2310  NAD 83(1995)-  38 49 42.08750(N)    085 36 34.54854(W) AD(       ) 4
 HZ2310  NAD 83(1993)-  38 49 42.08773(N)    085 36 34.54891(W) AD(       ) 4
 HZ2310  NAD 83(1986)-  38 49 42.08862(N)    085 36 34.55392(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2310.See file dsdata.txt to determine how the superseded data were derived.
 HZ2310
 HZ2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH2069098648(NAD 83)
 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 = OCTOBER  6, 2006
 ME2306 ***********************************************************************
 ME2306  DESIGNATION -  PARK
 ME2306  PID         -  ME2306
 ME2306  STATE/COUNTY-  IN/FULTON
 ME2306  USGS QUAD   -  KEWANNA (1977)
 ME2306
 ME2306                         *CURRENT SURVEY CONTROL
 ME2306  ___________________________________________________________________
 ME2306* NAD 83(1997)-  41 06 15.97136(N)    086 24 52.01252(W)     ADJUSTED  
 ME2306* NAVD 88     -       230.94   (+/-2cm)     757.7    (feet)  VERTCON   
 ME2306  ___________________________________________________________________
 ME2306  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 ME2306  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME2306
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2306
 ME2306.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2306
 ME2306.The geoid height was determined by GEOID03.
 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     -   0.99996905  x   1.00001521  =   0.99998425
 ME2306!SPC IN W     -   0.99996905  x   1.00000550  =   0.99997455
 ME2306!UTM  16      -   0.99996905  x   0.99962975  =   0.99959881
 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  NGVD 29 (07/19/86)  231.06   (m)          758.1    (f) LEVELING    3  
 ME2306
 ME2306.Superseded values are not recommended for survey control.
 ME2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2306.See file dsdata.txt to determine how the superseded data were derived.
 ME2306
 ME2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4916850516(NAD 83)
 ME2306_MARKER: DS = TRIANGULATION STATION DISK
 ME2306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HA1511 ***********************************************************************
 HA1511  DESIGNATION -  PARK
 HA1511  PID         -  HA1511
 HA1511  STATE/COUNTY-  IN/SPENCER
 HA1511  USGS QUAD   -  ROCKPORT (1982)
 HA1511
 HA1511                         *CURRENT SURVEY CONTROL
 HA1511  ___________________________________________________________________
 HA1511* NAD 83(1997)-  37 59 52.65570(N)    087 05 06.57641(W)     ADJUSTED  
 HA1511* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 HA1511  ___________________________________________________________________
 HA1511  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 HA1511  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 HA1511
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1511
 HA1511.The geoid height was determined by GEOID03.
 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     -   0.99997417  x   0.99996667  =   0.99994084
 HA1511!SPC KY1Z     -   0.99997417  x   0.99990718  =   0.99988135
 HA1511!SPC KY S     -   0.99997417  x   1.00001243  =   0.99998660
 HA1511!UTM  16      -   0.99997417  x   0.99960069  =   0.99957487
 HA1511
 HA1511:                Primary Azimuth Mark                     Grid Az
 HA1511:SPC IN W     -  CHRISNEY ST MARTIN CH SPIRE              069 44 25.2
 HA1511:SPC KY1Z     -  CHRISNEY ST MARTIN CH SPIRE              070 33 32.2
 HA1511:SPC KY S     -  CHRISNEY ST MARTIN CH SPIRE              070 32 56.2
 HA1511:UTM  16      -  CHRISNEY ST MARTIN CH SPIRE              069 47 29.9
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1511.See file dsdata.txt to determine how the superseded data were derived.
 HA1511
 HA1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9252305592(NAD 83)
 HA1511_MARKER: DS = TRIANGULATION STATION DISK
 HA1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1511
 HA1511  HISTORY     - Date     Condition        Report By
 HA1511  HISTORY     - 1945     MONUMENTED       CGS
 HA1511  HISTORY     - 1946     GOOD             CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ2042 ***********************************************************************
 HZ2042  DESIGNATION -  PARK
 HZ2042  PID         -  HZ2042
 HZ2042  STATE/COUNTY-  IN/JEFFERSON
 HZ2042  USGS QUAD   -  MADISON WEST (1993)
 HZ2042
 HZ2042                         *CURRENT SURVEY CONTROL
 HZ2042  ___________________________________________________________________
 HZ2042* NAD 83(1997)-  38 44 32.00724(N)    085 24 45.03791(W)     ADJUSTED  
 HZ2042* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 HZ2042  ___________________________________________________________________
 HZ2042  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 HZ2042  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HZ2042
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2042
 HZ2042.The geoid height was determined by GEOID03.
 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  =   0.99995621
 HZ2042!SPC KY1Z     -   0.99998353  x   1.00001909  =   1.00000262
 HZ2042!SPC KY N     -   0.99998353  x   0.99997356  =   0.99995709
 HZ2042!UTM  16      -   0.99998353  x   0.99983439  =   0.99981792
 HZ2042
 HZ2042:                Primary Azimuth Mark                     Grid Az
 HZ2042:SPC IN E     -  MADISON PEARL PACKING CO STK             094 00 10.6
 HZ2042:SPC KY1Z     -  MADISON PEARL PACKING CO STK             093 57 17.3
 HZ2042:SPC KY N     -  MADISON PEARL PACKING CO STK             094 53 06.6
 HZ2042:UTM  16      -  MADISON PEARL PACKING CO STK             093 10 06.1
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2042.See file dsdata.txt to determine how the superseded data were derived.
 HZ2042
 HZ2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3796589368(NAD 83)
 HZ2042_MARKER: DS = TRIANGULATION STATION DISK
 HZ2042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA2072 ***********************************************************************
 LA2072  DESIGNATION -  PARKER MUNICIPAL TANK
 LA2072  PID         -  LA2072
 LA2072  STATE/COUNTY-  IN/RANDOLPH
 LA2072  USGS QUAD   -  FARMLAND (1969)
 LA2072
 LA2072                         *CURRENT SURVEY CONTROL
 LA2072  ___________________________________________________________________
 LA2072* NAD 83(1997)-  40 11 24.89975(N)    085 12 08.80151(W)     ADJUSTED  
 LA2072* NAVD 88     -                                                        
 LA2072  ___________________________________________________________________
 LA2072  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 LA2072  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 LA2072
 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
 LA2072.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2072
 LA2072.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2072
 LA2072  NAD 83(1995)-  40 11 24.90032(N)    085 12 08.80762(W) AD(       ) 4
 LA2072  NAD 83(1986)-  40 11 24.90159(N)    085 12 08.81338(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2072.See file dsdata.txt to determine how the superseded data were derived.
 LA2072
 LA2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5301650423(NAD 83)
 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 = OCTOBER  6, 2006
 JA0572 ***********************************************************************
 JA0572  DESIGNATION -  PARTENHEIMER
 JA0572  PID         -  JA0572
 JA0572  STATE/COUNTY-  IN/DUBOIS
 JA0572  USGS QUAD   -  SAINT ANTHONY (1990)
 JA0572
 JA0572                         *CURRENT SURVEY CONTROL
 JA0572  ___________________________________________________________________
 JA0572* NAD 83(1997)-  38 18 12.90823(N)    086 52 20.21896(W)     ADJUSTED  
 JA0572* NAVD 88     -       176.792  (meters)     580.03   (feet)  ADJUSTED  
 JA0572  ___________________________________________________________________
 JA0572  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 JA0572  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 JA0572  DYNAMIC HT  -         176.673 (meters)     579.63  (feet)  COMP
 JA0572  MODELED GRAV-     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
 JA0572.and adjusted by the National Geodetic Survey in June 1991..
 JA0572
 JA0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0572
 JA0572.The geoid height was determined by GEOID03.
 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;                    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     -   0.99997734  x   0.99997086  =   0.99994820
 JA0572!UTM  16      -   0.99997734  x   0.99960154  =   0.99957889
 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|---------------------------------------------------------------------|
 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
 JA0572.Superseded values are not recommended for survey control.
 JA0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0572.See file dsdata.txt to determine how the superseded data were derived.
 JA0572
 JA0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH1116739507(NAD 83)
 JA0572_MARKER: DS = TRIANGULATION STATION DISK
 JA0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0572_STAMPING: PARTENHEIMER 1946
 JA0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0572+STABILITY: SURFACE MOTION
 JA0572
 JA0572  HISTORY     - Date     Condition        Report By
 JA0572  HISTORY     - 1946     MONUMENTED       CGS
 JA0572  HISTORY     - 1965     GOOD             CGS
 JA0572  HISTORY     - 1965     GOOD             NGS
 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
 JA0572'HUNTINGBURG AND ABOUT 0.50 MILE NORTH FROM THE VILLAGE OF
 JA0572'BRETZVILLE, IT IS 468 FEET
 JA0572'NORTHWEST FROM THE HIGHWAY INTERSECTION
 JA0572'AND ABOUT 50 YARDS SOUTHEAST FROM THE FARM
 JA0572'HOUSE OF MR PHIL
 JA0572'PARTENHEIMER, 10 FEET SOUTH OF A WIRE FENCE LINE AND 9.6 FEET
 JA0572'SOUTHEAST
 JA0572'OF A WHITE WITNESS POST.  THE MARK IS 1 FOOT UNDERGROUND
 JA0572'AND THE DISK IS STAMPED
 JA0572'PARTENHEIMER 1946.
 JA0572'
 JA0572'REFERENCE MARK NO 1 IS 342.74 FEET SOUTHEAST OF THE STATION, 61
 JA0572'FEET WEST OF HIGHWAY 162, AND
 JA0572'168 FEET NORTH OF THE INTERSECTION OF THE HIGHWAYS.
 JA0572'THE MARK PROJECTS 4 INCHES AND THE
 JA0572'DISK IS STAMPED 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
 JA0572'FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 JA0572'IS 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
 JA0572'THE HIGHWAY, 5 FEET WEST-NORTHWEST OF A WHITE WITNESS
 JA0572'POST, AND 3 FEET SOUTHWEST OF A
 JA0572'RIGHT-OF-WAY MARKER.  THE MARK
 JA0572'PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JA0572'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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0571 ***********************************************************************
 JA0571  DESIGNATION -  PARTENHEIMER RM 2
 JA0571  PID         -  JA0571
 JA0571  STATE/COUNTY-  IN/DUBOIS
 JA0571  USGS QUAD   -  SAINT ANTHONY (1990)
 JA0571
 JA0571                         *CURRENT SURVEY CONTROL
 JA0571  ___________________________________________________________________
 JA0571* NAD 83(1986)-  38 18 12.     (N)    086 52 20.     (W)     SCALED    
 JA0571* NAVD 88     -       174.401  (meters)     572.18   (feet)  ADJUSTED  
 JA0571  ___________________________________________________________________
 JA0571  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 JA0571  DYNAMIC HT  -         174.283 (meters)     571.79  (feet)  COMP
 JA0571  MODELED GRAV-     979,949.6   (mgal)                       NAVD 88
 JA0571
 JA0571  VERT ORDER  -  FIRST     CLASS II
 JA0571
 JA0571.The horizontal coordinates were scaled from a topographic map and have
 JA0571.an estimated accuracy of +/- 6 seconds.
 JA0571
 JA0571.The orthometric height was determined by differential leveling
 JA0571.and adjusted by the National Geodetic Survey in June 1991..
 JA0571
 JA0571.The geoid height was determined by GEOID03.
 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     -   339,180.      918,470.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0571.See file dsdata.txt to determine how the superseded data were derived.
 JA0571
 JA0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH111394(NAD 83)
 JA0571_MARKER: DR = REFERENCE MARK DISK
 JA0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0571_STAMPING: PARTENHEIMER NO 2
 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             NGS
 JA0571
 JA0571                          STATION DESCRIPTION
 JA0571
 JA0571'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1888 ***********************************************************************
 JA1888  DESIGNATION -  PAT
 JA1888  PID         -  JA1888
 JA1888  STATE/COUNTY-  IN/DUBOIS
 JA1888  USGS QUAD   -  JASPER (1990)
 JA1888
 JA1888                         *CURRENT SURVEY CONTROL
 JA1888  ___________________________________________________________________
 JA1888* NAD 83(1997)-  38 26 15.84881(N)    086 53 36.15946(W)     ADJUSTED  
 JA1888* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 JA1888  ___________________________________________________________________
 JA1888  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 JA1888  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 JA1888
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1888
 JA1888.The geoid height was determined by GEOID03.
 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     -   0.99997750  x   0.99997005  =   0.99994755
 JA1888!UTM  16      -   0.99997750  x   0.99960107  =   0.99957858
 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 BM USGS 1946                   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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1888.See file dsdata.txt to determine how the superseded data were derived.
 JA1888
 JA1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0930554390(NAD 83)
 JA1888_MARKER: DS = TRIANGULATION STATION DISK
 JA1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1888'A WOODED HILL, LYING ON
 JA1888'THE DIVIDE ABOUT 1 MILE WEST FROM THE PATOKA RIVER AND
 JA1888'ABOUT 4 MILES NORTHEAST FROM
 JA1888'JASPER.  IT IS IN A TIMBERED WASTE AREA
 JA1888'AT THE TOP OF A 4-FOOT BANK, NEAR A SNAG TREE
 JA1888'HAVING A SIGN WHICH
 JA1888'READS CLASSIFIED FOREST.  IT IS 68.6 FEET EAST-NORTHEAST OF THE
 JA1888'INTERSECTION
 JA1888'OF THE CENTERLINE OF THE CROSSROADS AND 5.6 FEET
 JA1888'EAST-SOUTHEAST OF A WHITE
 JA1888'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
 JA1888'DIRT ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK
 JA1888'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
 JA1888'FROM THE STATION, 86.6 FEET WEST-SOUTHWEST OF THE
 JA1888'INTERSECTION OF THE CENTERLINES
 JA1888'OF THE CROSSROADS, AND 26.6 FEET
 JA1888'SOUTH OF THE CENTERLINE OF A DIRT ROAD.  THE MARK
 JA1888'PROJECTS 5 INCHES
 JA1888'AND THE 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
 JA1888'EAST OF A WHITE WITNESS POST, AND 5.6 FEET WEST OF A
 JA1888'TELEPHONE POLE, 37.8 FEET SOUTH
 JA1888'OF A T-ROAD INTERSECTION.  THE MARK
 JA1888'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
 JA1888'HIGHWAY 56 FOR 3.2 MILES TO A CROSSROADS.  TURN RIGHT
 JA1888'HERE AND GO EAST 02.5 MILES TO
 JA1888'THE TOP OF THE GRADE AND THE STATION
 JA1888'IS AT THE TOP OF THE BANK IN THE NORTHEAST ANGLE
 JA1888'OF THE CROSSROADS.
 JA1888'
 JA1888'TO REACH THE AZIMUTH FROM THE STATION, GO WEST FOR 0.3 MILE TO A SIDE
 JA1888'ROAD RIGHT, AND THE
 JA1888'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
 JA1888'FOLLOWING DESCREPANCIES WERE FOUND IN THE DISTANCE TO
 JA1888'THE REFERENCE MARKS.  THE DISTANCE
 JA1888'TO REFERENCE MARK NO 1 WAS FOUND
 JA1888'TO BE 30.345 METERS (99.554 FEET) AND THE DISTANCE TO
 JA1888'67 CH (USGS) BM
 JA1888'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
 JA1888'OF STATE HIGHWAYS 56 AND
 JA1888'146 IN JASPER (1 BLOCK WEST OF THE COUNTY
 JA1888'COURTHOUSE) GO NORTH ON STATE
 JA1888'HIGHWAY 56 FOR 3.25 MILES TO A GRAVEL
 JA1888'CROSSROAD, TURN RIGHT (EAST) AND GO 2.35 MILE TO A
 JA1888'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.
 JA1888'C H 67 BM (USGS) 1941 WAS FOUND UPROOTED AND THE
 JA1888'DISK WAS SALVAGED AT THIS TIME.  A
 JA1888'REFERENCE MARK 2 WAS SET.  THE
 JA1888'AZIMUTH MARK IS OBSTRUCTED BY TREES.  THE DISTANCE TO
 JA1888'REFERENCE MARK 1
 JA1888'WAS FOUND TO BE IN ERROR.  A NEW DESCRIPTION FOLLOWS.
 JA1888'
 JA1888'ABOUT 4 MILES NORTHEAST OF JASPER AND 1 MILE WEST OF THE PATOKA
 JA1888'RIVER.  IT IS 98
 JA1888'FEET NORTHEAST OF A GRAVELED CROSSROAD INTERSECTION,
 JA1888'76 FEET NORTH EAST OF TELEPHONE
 JA1888'POLE NO 72/ITC), 41 FEET WEST OF A
 JA1888'TWIN TRUNKED 20 INCH OAK TREE, 30 FEET NORTH OF
 JA1888'THE CENTERLINE OF A
 JA1888'GRAVEL ROAD, 18 FEET SOUTH OF A 10 INCH OAK TREE AND 1 FOOT NORTH
 JA1888'OF A METAL
 JA1888'WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 JA1888'STAMPED PAT 1946.
 JA1888'
 JA1888'TO REACH THE STATION FROM THE INDIANA STATE POLICE POST 8 AT THE
 JA1888'NORTH EDGE OF
 JA1888'JASPER, GO NORTH ON U S HIGHWAY 231 FOR 2.0 MILES PAVED
 JA1888'CROSSROAD.  TURN RIGHT ON THE
 JA1888'PAVED ROAD AND GO EAST FOR 2.0 MILES TO
 JA1888'A SIDE ROAD LEFT AND THE AZIMUTH MARK ON THE
 JA1888'RIGHT.  CONTINUE EAST
 JA1888'FOR 0.35 MILE TO THE END OF PAVEMENT AND A GRAVELED CROSSROAD
 JA1888'AND THE STATION IN
 JA1888'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
 JA1888'CENTERLINE OF THE GRAVELED ROAD.  THE MONUMENT PROJECTS
 JA1888'6 INCHES AND THE DISK IS
 JA1888'STAMPED PAT NO 1 1946.
 JA1888'
 JA1888'REFERENCE MARK 2 IS 46 FEET EAST OF THE CENTERLINE OF THE ROAD, 9
 JA1888'FEET NORTHWEST OF
 JA1888'A 16 INCH OAK TREE AND 8 FEET SOUTH OF A 14 INCH
 JA1888'OAK TREE.  THE MONUMENT PROJECTS 5
 JA1888'INCHES AND THE DISK IS STAMPED PAT
 JA1888'1946 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
 JA1888'FEET SOUTH OF THE ROAD INTERSECTION AND 6 FEET EAST
 JA1888'OF A TELEPHONE POLE.  THE MONUMENT
 JA1888'IS FLUSH AND THE DISK IS STAMPED PAT 1946.
 JA1888'
 JA1888'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2012 ***********************************************************************
 JA2012  DESIGNATION -  PATOKA
 JA2012  PID         -  JA2012
 JA2012  STATE/COUNTY-  IN/GIBSON
 JA2012  USGS QUAD   -  PATOKA (1989)
 JA2012
 JA2012                         *CURRENT SURVEY CONTROL
 JA2012  ___________________________________________________________________
 JA2012* NAD 83(1997)-  38 23 49.71845(N)    087 34 46.18428(W)     ADJUSTED  
 JA2012* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 JA2012  ___________________________________________________________________
 JA2012  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 JA2012  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JA2012
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2012
 JA2012.The geoid height was determined by GEOID03.
 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  =   0.99960951
 JA2012
 JA2012:                Primary Azimuth Mark                     Grid Az
 JA2012:SPC IN W     -  PRINCETON SOUTHERN RR SHOPS TK           167 16 13.8
 JA2012:UTM  16      -  PRINCETON SOUTHERN RR SHOPS TK           167 19 20.2
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2012.See file dsdata.txt to determine how the superseded data were derived.
 JA2012
 JA2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4939750039(NAD 83)
 JA2012_MARKER: DS = TRIANGULATION STATION DISK
 JA2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2012_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JA2012
 JA2012  HISTORY     - Date     Condition        Report By
 JA2012  HISTORY     - 1968     MONUMENTED       CGS
 JA2012
 JA2012                          STATION DESCRIPTION
 JA2012
 JA2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2012'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH OF PRINCETON, 0.5 MILE
 JA2012'SOUTH-SOUTHEAST OF
 JA2012'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
 JA2012'U S HIGHWAY 41
 JA2012'CROSSING BRIDGE FOR 0.4 MILE TO A SIDE ROAD LEFT (OLD
 JA2012'PATOKA ROAD), TURN LEFT, THENCE
 JA2012'RIGHT AND GO SOUTHEAST ON OLD PATOKA
 JA2012'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON LEFT AS
 JA2012'DESCRIBED.  CONTINUE
 JA2012'SOUTHEAST ON OLD PATOKA ROAD FOR 0.4 MILE TO MR WITHERSPOONS
 JA2012'ABANDONED FARM
 JA2012'HOUSE AND BUILDINGS ON LEFT, TURN LEFT PASSING THROUGH
 JA2012'FARM YARD AND GO NORTHEAST FOR
 JA2012'0.1 MILE TO GATE, PASS THROUGH GATE
 JA2012'AND FOLLOW FIELD ROAD 0.1 MILE NORTH TO A GATE,
 JA2012'CONTINUE NORTH FOR
 JA2012'0.05 MILE UP 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.
 JA2012'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
 JA2012'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
 JA2012'ON NORTHWEST SLOPE OF HILL.
 JA2012'
 JA2012'AZIMUTH MARK, STAMPED PATOKA 1967, PROJECTS 1 INCH ABOVE THE GROUND.
 JA2012'IT IS 160 FEET
 JA2012'SOUTHEAST OF THE NORTHEAST CORNER OF A BROWN SHINGLED
 JA2012'HOUSE, 19 FEET NORTHEAST OF
 JA2012'CENTER OF ROAD, 7.8 FEET SOUTHEAST OF
 JA2012'UTILITY POLE NUMBER 135 AND 1.8 FEET EAST OF
 JA2012'THE METAL WITNESS POST AND FENCE.
 JA2012'
 JA2012'NOTICE- TRUCK TRAFFIC ACROSS MR WITHERSPOONS FIELDS WILL NOT BE
 JA2012'ALLOWED DURING WET
 JA2012'WEATHER OR DURING PERIODS OF FREEZING AND THAWING.
 JA2012'MR WITHERSPOON MUST BE CONTACTED
 JA2012'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 = OCTOBER  6, 2006
 JA2011 ***********************************************************************
 JA2011  DESIGNATION -  PATOKA MUNICIPAL TANK
 JA2011  PID         -  JA2011
 JA2011  STATE/COUNTY-  IN/GIBSON
 JA2011  USGS QUAD   -  PATOKA (1989)
 JA2011
 JA2011                         *CURRENT SURVEY CONTROL
 JA2011  ___________________________________________________________________
 JA2011* NAD 83(1997)-  38 24 35.65895(N)    087 35 11.75516(W)     ADJUSTED  
 JA2011* NAVD 88     -                                                        
 JA2011  ___________________________________________________________________
 JA2011  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 JA2011  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JA2011
 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
 JA2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2011
 JA2011.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA2011
 JA2011  NAD 83(1993)-  38 24 35.66684(N)    087 35 11.75601(W) AD(       ) 4
 JA2011  NAD 83(1986)-  38 24 35.66816(N)    087 35 11.75592(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2011.See file dsdata.txt to determine how the superseded data were derived.
 JA2011
 JA2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4878651459(NAD 83)
 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 = OCTOBER  6, 2006
 KA1994 ***********************************************************************
 KA1994  DESIGNATION -  PATRICK
 KA1994  PID         -  KA1994
 KA1994  STATE/COUNTY-  IN/OWEN
 KA1994  USGS QUAD   -  PATRICKSBURG (1956)
 KA1994
 KA1994                         *CURRENT SURVEY CONTROL
 KA1994  ___________________________________________________________________
 KA1994* NAD 83(1997)-  39 15 15.79897(N)    086 55 53.65304(W)     ADJUSTED  
 KA1994* NAVD 88     -       219.     (meters)     719.     (feet)  SCALED    
 KA1994  ___________________________________________________________________
 KA1994  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 KA1994  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KA1994
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1994
 KA1994.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1994.See file dsdata.txt to determine how the superseded data were derived.
 KA1994
 KA1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0590445009(NAD 83)
 KA1994_MARKER: DS = TRIANGULATION STATION DISK
 KA1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HA1521 ***********************************************************************
 HA1521  DESIGNATION -  PATRON
 HA1521  PID         -  HA1521
 HA1521  STATE/COUNTY-  IN/SPENCER
 HA1521  USGS QUAD   -  OWENSBORO EAST (1982)
 HA1521
 HA1521                         *CURRENT SURVEY CONTROL
 HA1521  ___________________________________________________________________
 HA1521* NAD 83(1997)-  37 51 29.28289(N)    087 06 24.53301(W)     ADJUSTED  
 HA1521* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 HA1521  ___________________________________________________________________
 HA1521  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 HA1521  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 HA1521
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1521
 HA1521.The geoid height was determined by GEOID03.
 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     -   0.99998260  x   0.99996672  =   0.99994932
 HA1521!SPC KY1Z     -   0.99998260  x   0.99990499  =   0.99988759
 HA1521!SPC KY S     -   0.99998260  x   0.99998714  =   0.99996974
 HA1521!UTM  16      -   0.99998260  x   0.99960109  =   0.99958369
 HA1521
 HA1521:                Primary Azimuth Mark                     Grid Az
 HA1521:SPC IN W     -  ROCKPORT OWENSBORO GRAIN STK             052 16 50.2
 HA1521:SPC KY1Z     -  ROCKPORT OWENSBORO GRAIN STK             053 05 57.2
 HA1521:SPC KY S     -  ROCKPORT OWENSBORO GRAIN STK             053 05 20.6
 HA1521:UTM  16      -  ROCKPORT OWENSBORO GRAIN STK             052 19 54.3
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1521.See file dsdata.txt to determine how the superseded data were derived.
 HA1521
 HA1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG9060490080(NAD 83)
 HA1521_MARKER: DS = TRIANGULATION STATION DISK
 HA1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HA1522 ***********************************************************************
 HA1522  DESIGNATION -  PATRON 2
 HA1522  PID         -  HA1522
 HA1522  STATE/COUNTY-  IN/SPENCER
 HA1522  USGS QUAD   -  OWENSBORO EAST (1982)
 HA1522
 HA1522                         *CURRENT SURVEY CONTROL
 HA1522  ___________________________________________________________________
 HA1522* NAD 83(1997)-  37 51 30.78715(N)    087 06 25.41121(W)     ADJUSTED  
 HA1522* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 HA1522  ___________________________________________________________________
 HA1522  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 HA1522  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 HA1522
 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.No horizontal observational check was made to the station.
 HA1522
 HA1522.The orthometric height was scaled from a topographic map.
 HA1522
 HA1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1522
 HA1522.The geoid height was determined by GEOID03.
 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     -   0.99998307  x   0.99996672  =   0.99994979
 HA1522!UTM  16      -   0.99998307  x   0.99960109  =   0.99958416
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1522.See file dsdata.txt to determine how the superseded data were derived.
 HA1522
 HA1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG9058390127(NAD 83)
 HA1522_MARKER: DS = TRIANGULATION STATION DISK
 HA1522_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 MD1704 ***********************************************************************
 MD1704  DESIGNATION -  PATS
 MD1704  PID         -  MD1704
 MD1704  STATE/COUNTY-  IN/ELKHART
 MD1704  USGS QUAD   -  MIDDLEBURY (1994)
 MD1704
 MD1704                         *CURRENT SURVEY CONTROL
 MD1704  ___________________________________________________________________
 MD1704* NAD 83(1997)-  41 43 33.27807(N)    085 41 02.85285(W)     ADJUSTED  
 MD1704* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 MD1704  ___________________________________________________________________
 MD1704  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 MD1704  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 MD1704
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1704
 MD1704.The geoid height was determined by GEOID03.
 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;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     -   0.99996273  x   0.99996669  =   0.99992942
 MD1704!UTM  16      -   0.99996273  x   0.99974740  =   0.99971014
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1704.See file dsdata.txt to determine how the superseded data were derived.
 MD1704
 MD1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM0944520182(NAD 83)
 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 = OCTOBER  6, 2006
 LA2183 ***********************************************************************
 LA2183  DESIGNATION -  PAW PAW
 LA2183  PID         -  LA2183
 LA2183  STATE/COUNTY-  IN/WABASH
 LA2183  USGS QUAD   -  SERVIA (1994)
 LA2183
 LA2183                         *CURRENT SURVEY CONTROL
 LA2183  ___________________________________________________________________
 LA2183* NAD 83(1997)-  40 54 46.48104(N)    085 44 14.94199(W)     ADJUSTED  
 LA2183* NAVD 88     -       266.     (meters)     873.     (feet)  SCALED    
 LA2183  ___________________________________________________________________
 LA2183  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 LA2183  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 LA2183
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2183
 LA2183.The geoid height was determined by GEOID03.
 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     -   0.99996363  x   0.99996710  =   0.99993073
 LA2183!UTM  16      -   0.99996363  x   0.99973913  =   0.99970277
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2183.See file dsdata.txt to determine how the superseded data were derived.
 LA2183
 LA2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0632029857(NAD 83)
 LA2183_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 LA2183'ALONG THE SOUTH SIDE OF STATE HIGHWAY NO. 16.  IT IS 195 FEET SOUTH
 LA2183'OF THE CENTER OF HIGHWAY, 65 FEET NORTH
 LA2183'OF THE NORTHEAST CORNER OF BARN, 56 FEET EAST OF THE NORTHWEST
 LA2183'CORNER OF CHICKEN HOUSE AND 15 FEET WEST OF
 LA2183'A FENCELINE AND WHITE WITNESS POST.  THE MARK
 LA2183'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
 LA2183'CORNER OF BARN.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LA2183'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
 LA2183'CORNER OF CHICKEN HOUSE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LA2183'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
 LA2183'WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCELINE.  THE
 LA2183'MARK PROJECTS 4 INCHES AND THE
 LA2183'DISK IS STAMPED PAW PAW 1948.
 LA2183'
 LA2183'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 13 AND
 LA2183'NO. 16 WHICH IS 2 MILES
 LA2183'NORTH OF URBANA GO EAST ON STATE HIGHWAY NO. 16 FOR 2.95 MILES TO THE
 LA2183'STATION ON THE RIGHT AS
 LA2183'DESCRIBED, CONTINUE FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 LA2183'LEFT.
 LA2183'
 LA2183'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2015 ***********************************************************************
 LA2015  DESIGNATION -  PAXSON
 LA2015  PID         -  LA2015
 LA2015  STATE/COUNTY-  IN/JAY
 LA2015  USGS QUAD   -  PETROLEUM (1962)
 LA2015
 LA2015                         *CURRENT SURVEY CONTROL
 LA2015  ___________________________________________________________________
 LA2015* NAD 83(1997)-  40 31 07.98817(N)    085 08 56.89634(W)     ADJUSTED  
 LA2015* NAVD 88     -       269.     (meters)     883.     (feet)  SCALED    
 LA2015  ___________________________________________________________________
 LA2015  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 LA2015  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 LA2015
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2015
 LA2015.The geoid height was determined by GEOID03.
 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     -   0.99996313  x   0.99999033  =   0.99995346
 LA2015!UTM  16      -   0.99996313  x   0.99990261  =   0.99986574
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2015.See file dsdata.txt to determine how the superseded data were derived.
 LA2015
 LA2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5679186997(NAD 83)
 LA2015_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2015_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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, 2
 LA2015'MILES NORTH OF PENNVILLE, 54
 LA2015'FEET NORTH OF THE CENTER OF A DRIVEWAY, 48 FEET WEST OF THE CENTER OF
 LA2015'STATE HIGHWAY 1, 40 FEET EAST OF
 LA2015'THE NORTHEAST CORNER OF A BARN, 18.5 FEET WEST OF A
 LA2015'WIRE FENCE AND A WHITE 4 IN BY 4 IN WITNESS POST,
 LA2015'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
 LA2015'TO A FARM HOUSE ON THE LEFT, AND THE 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
 LA2015'ON THE RIGHT AS DESCRIBED BELOW.
 LA2015'
 LA2015'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND THE
 LA2015'DISK 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.
 LA2015'THE MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED PAXSON NO 1
 LA2015'1955.
 LA2015'
 LA2015'REFERENCE MARK 2 IS 1.5 FEET EAST OF THE NORTHEAST CORNER OF A
 LA2015'GARAGE.  THE MARK IS FLUSH
 LA2015'WITH THE SURFACE OF THE GROUND, AND THE DISK IS STAMPED PAXSON NO 2
 LA2015'1955.
 LA2015'
 LA2015'THE AZIMUTH MARK IS 57 FEET SOUTH OF A TELEPHONE POLE, 24 FEET EAST
 LA2015'OF THE CENTER OF THE HIGHWAY,
 LA2015'AND 3 FEET SOUTH OF A WHITE 4 IN BY 4 IN WITNESS POST.  THE MARK
 LA2015'PROJECTS 7 INCHES, AND THE DISK IS
 LA2015'STAMPED 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'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 LA2015'DESCRIBED.
 LA2015'
 LA2015'ABOUT 2.1 MILES N ALONG NO. 1 INDIANA HWY. FROM ITS JUNCTION WITH
 LA2015'NO. 22 INDIANA HWY. ON S EDGE OF PENNVILLE AND AN ESTIMATED 100
 LA2015'YARDS NE OF BRIDGE OVER SALAMONIE RIVER, ON CREST OF A RIDGE, 50
 LA2015'FEET W OF CENTER LINE OF 24-FOOT ASPHALT HWY. PAVEMENT, 0.5 FOOT
 LA2015'LOWER THAN SAME, 40.3 FEET E OF NE CORNER OF BARN, 5.0 FEET N
 LA2015'OF PROJECTED PLANE OF N WALL OF SAME, STANDARD DISKS STAMPED PAXSON
 LA2015'1955, 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
 LA2015'OR 80.53 FEET N 10 DEG 40 MIN E FROM THE STATION, 32 FEET
 LA2015'W OF CENTER LINE OF HWY., 0.2 FOOT HIGHER THAN SAME, 8 FEET N OF
 LA2015'TELEPHONE POLE, 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
 LA2015'S 45 DEG 03 MIN W FROM THE STATION, 25.8 FEET SW OF THE SE CORNER OF
 LA2015'CONCRETE FOUNDATION OF BARN, 20 FEET S OF S SIDE OF BARN, AND 1.5
 LA2015'FEET E OF NE CORNER OF A GARAGE.
 LA2015'
 LA2015'AZIMUTH MARK STAMPED PAXSON 1955, PROJECTS 0.6 FOOT, IS ABOUT
 LA2015'0.4 MILE N 01 DEG 04 MIN E FROM THE STATION, 13 YARDS
 LA2015'S OF CREST OF RIDGE, 29 FEET E OF CENTER LINE OF HWY., 3.4 FEET
 LA2015'HIGHER THAN SAME, AND 1.9 FEET N OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1806 ***********************************************************************
 KA1806  DESIGNATION -  PAXTON
 KA1806  PID         -  KA1806
 KA1806  STATE/COUNTY-  IN/SULLIVAN
 KA1806  USGS QUAD   -  SULLIVAN (1986)
 KA1806
 KA1806                         *CURRENT SURVEY CONTROL
 KA1806  ___________________________________________________________________
 KA1806* NAD 83(1997)-  39 00 37.16118(N)    087 23 31.69141(W)     ADJUSTED  
 KA1806* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 KA1806  ___________________________________________________________________
 KA1806  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 KA1806  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KA1806
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1806
 KA1806.The geoid height was determined by GEOID03.
 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     -   0.99998138  x   0.99997547  =   0.99995685
 KA1806!UTM  16      -   0.99998138  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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1806.See file dsdata.txt to determine how the superseded data were derived.
 KA1806
 KA1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6604917995(NAD 83)
 KA1806_MARKER: DS = TRIANGULATION STATION DISK
 KA1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD1796 ***********************************************************************
 MD1796  DESIGNATION -  PAYNE
 MD1796  PID         -  MD1796
 MD1796  STATE/COUNTY-  IN/ALLEN
 MD1796  USGS QUAD   -  WOODBURN SOUTH (1992)
 MD1796
 MD1796                         *CURRENT SURVEY CONTROL
 MD1796  ___________________________________________________________________
 MD1796* NAD 83(1997)-  41 02 52.27250(N)    084 48 11.94079(W)     ADJUSTED  
 MD1796* NAVD 88     -       231.2    (meters)     759.     (feet)  VERTCON   
 MD1796  ___________________________________________________________________
 MD1796  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 MD1796  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MD1796
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1796
 MD1796.The geoid height was determined by GEOID03.
 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;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|---------------------------------------------------------------------|
 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 1932 RM 3 1970                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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1796.See file dsdata.txt to determine how the superseded data were derived.
 MD1796
 MD1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8461746394(NAD 83)
 MD1796_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1796
 MD1796  HISTORY     - Date     Condition        Report By
 MD1796  HISTORY     - 1932     MONUMENTED       CGS
 MD1796  HISTORY     - 1947     SEE DESCRIPTION  CGS
 MD1796  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MD1796  HISTORY     - 1970     SEE DESCRIPTION  NGS
 MD1796
 MD1796                          STATION DESCRIPTION
 MD1796
 MD1796'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 MD1796'THIS STATION IS ABOUT
 MD1796'2 MILES SOUTH AND
 MD1796'4 MILES WEST OF PAYNE, OHIO, ON THE LAND OWNED
 MD1796'BY CHARLES BARNEL ON THE WEST SIDE
 MD1796'OF THE STATE LINE ROAD AND
 MD1796'OPPOSITE THE JUNCTION OF AN EAST-WEST ROAD, LEADING
 MD1796'EAST INTO OHIO
 MD1796'AND THE STATE LINE ROAD.  IT IS 0.15 MILE SOUTH OF AN EAST-WEST
 MD1796'ROAD LEADING EAST
 MD1796'TO THE STATE LINE ROAD.  IT IS 0.15 MILE SOUTH
 MD1796'OF AN EAST-WEST ROAD LEADING FROM
 MD1796'THE STATE LINE ROAD.  THE REFERENCE
 MD1796'MARKS ARE ALL IN OHIO ON THE PROPERTY OF CHARLES
 MD1796'YOUNG WHO LIVES
 MD1796'ABOUT 0.25 MILE NORTH OF THE STATION.  THE MARK IS 32 FEET WEST OF
 MD1796'THE CENTER OF
 MD1796'THE T-INTERSECTION, 13 FEET WEST OF THE FENCE LINE
 MD1796'PARALLELING THE STATE LINE ROAD,
 MD1796'42 FEET WEST OF THE INDIANA-OHIO
 MD1796'STATE LINE AND ABOUT 300 FEET SOUTH OF THE
 MD1796'SOUTHEAST CORNER OF A
 MD1796'GROVE OF HARDWOOD TREES AND IS 14 INCHES BELOW THE SURFACE OF
 MD1796'THE GROUND.
 MD1796'
 MD1796'THE AZIMUTH MARK IS ABOUT 0.25 MILE SOUTH OF THE STATION ON
 MD1796'THE EAST SIDE OF
 MD1796'THE STATE LINE ROAD ON THE FENCE LINE PARALLELING
 MD1796'THE ROAD AND 15 FEET EAST OF THE
 MD1796'CENTER LINE OF THE ROAD.  IT IS
 MD1796'8 INCHES ABOVE THE GROUND.
 MD1796'
 MD1796'REFERENCE MARK NO. 1 IS EAST OF THE STATE LINE ROAD, 1 FOOT
 MD1796'EAST OF THE STATE
 MD1796'LINE, 21.1 FEET NORTHWEST OF AN ELM TREE ABOUT
 MD1796'15 INCHES IN DIAMETER, 13.5 FEET
 MD1796'EAST OF THE CENTER LINE OF THE
 MD1796'STATE LINE ROAD, 10 FEET WEST OF THE EAST-WEST
 MD1796'FENCE LINE AND PROJECTS 3 INCHES ABOVE THE GROUND.
 MD1796'
 MD1796'REFERENCE MARK NO. 2 IS ON THE SOUTH SIDE OF THE EAST-WEST
 MD1796'ROAD, 100 FEET
 MD1796'EAST OF THE INTERSECTION, 21 FEET SOUTH OF THE CENTER
 MD1796'LINE OF THE ROAD AND PROJECTS 4
 MD1796'INCHES ABOVE THE SURFACE OF THE
 MD1796'GROUND.
 MD1796'
 MD1796'A U.S.G.S. BENCH MARK-ELEVATION 763 FEET IS IN THE NORTHEAST
 MD1796'CORNER OF THE
 MD1796'INTERSECTION, 18 FEET NORTH OF THE CENTER LINE OF
 MD1796'THE EAST-WEST ROAD AND 20 FEET
 MD1796'EAST OF THE CENTER LINE OF THE STATE
 MD1796'LINE ROAD.  THE MARK IS A STANDARD U.S.G.S. DISK
 MD1796'CEMENTED IN THE TOP
 MD1796'OF AN IRON PIPE AND PROJECTS 14 INCHES ABOVE THE GROUND.
 MD1796'
 MD1796'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 MD1796'DESCRIBED IN NOTES
 MD1796'1A, 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
 MD1796'WERE FOUND IN GOOD
 MD1796'CONDITION.  ALL DISTANCES TO REFERENCE MARKS WERE CHECKED AND FOUND
 MD1796'TO BE CORRECT.
 MD1796'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
 MD1796'IS 32 FEET SOUTH OF A POWER POLE, 22 FEET WEST OF THE INTERSECTION OF
 MD1796'STATE LINE ROAD AND A GRAVEL ROAD EAST,
 MD1796'3 FEET SOUTHWEST OF A WHITE WITNESS POST AND ONE FOOT WEST
 MD1796'OF THE WEST RIGHT-OF-WAY FENCELINE.  THE MARK IS 14
 MD1796'INCHES BELOW THE SURFACE OF THE GROUND
 MD1796'AND THE DISK IS STAMPED PAYNE 1932.  (NOTE 1A, 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
 MD1796'FEET EAST OF THE CENTER OF THE ROAD.  THE MARK PROJECTS ABOUT 4
 MD1796'INCHES AND THE DISK IS STAMPED PAYNE NO
 MD1796'1 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
 MD1796'EAST OF THE CENTER OF STATE LINE ROAD AND 25 FEET SOUTH OF THE CENTER
 MD1796'OF THE GRAVEL ROAD.  THE MARK PROJECTS
 MD1796'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
 MD1796'THE ROAD.  IT IS 20 FEET EAST OF
 MD1796'THE CENTER OF THE ROAD, 2.5 FEET WEST OF A FENCE CORNER AND 2.5 FEET
 MD1796'NORTH OF A WHITE WITNESS POST.  THE MARK
 MD1796'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED PAYNE 1932
 MD1796'(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
 MD1796'30 FEET EAST OF THE CENTER OF STATE LINE ROAD AND 18 FEET NORTH OF
 MD1796'THE CENTER OF THE T-ROAD EAST.  THE MARK
 MD1796'IS A 4 INCH PIPE WITH A STANDARD USGS BM BRONZE CAP STAMPED
 MD1796'OHIO (ELV.) 763.
 MD1796'
 MD1796'SINCE THE STATION WAS ESTABLISHED IN 1932 A POWERLINE HAS BEEN BUILT
 MD1796'DIRECTLY OVER THE STATION AND THE
 MD1796'TOWER WAS BUILT OVER REFERENCE MARK NO. 2 AT THIS TIME.
 MD1796'
 MD1796'TO REACH THE STATION FROM THE RAILROAD STATION IN EDGERTON, INDIANA
 MD1796'GO EAST ON STATE HIGHWAY 14 FOR
 MD1796'0.2 MILE TO THE INDIANA-OHIO STATE LINE, TURN RIGHT ON STATE LINE
 MD1796'ROAD AND GO 2 MILES TO A T-ROAD EAST
 MD1796'AND STATION AS DESCRIBED.  CONTINUE SOUTH ON STATE LINE ROAD
 MD1796'FOR 0.25 MILE TO THE AZIMUTH MARK AS
 MD1796'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
 MD1796'1932 AND 1947.
 MD1796'
 MD1796'ABOUT 2.1 MILES S ALONG STATE LINE ROAD FROM RAILROAD CROSSING THAT
 MD1796'IS 0.2 MILE E OF THE STATION AT
 MD1796'EDGERTON, INDIANA, OR 4 MILES W AND 2 MILES S OF PAYNE, OHIO, ABOUT
 MD1796'93 YDS.  S OF FENCE ALONG S SIDE OF
 MD1796'GROVE OF HARDWOOD TREES, 22 FEET W OF CENTER LINE OF STATE LINE
 MD1796'ROAD, 2.0 FEET LOWER THAN SAME, 1.2 FEET
 MD1796'UNDERGROUND, ONE FOOT N OF PROJECTED CENTER LINE
 MD1796'OF GRAVEL ROAD FROM E, 0.5 FOOT E OF FENCE, DISKS STAMPED
 MD1796'PAYNE 1932 ARE SET IN 1A AND 7A
 MD1796'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
 MD1796'DEG 33 MIN FROM STATION, 131 FEET N OF CENTER LINE OF GRAVEL ROAD, 18
 MD1796'FEET E OF CENTER LINE OF 18-FOOT ASPHALT
 MD1796'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
 MD1796'IN AZIMUTH 279 DEG 33 MIN FROM STATION, 110 FEET E OF CENTER LINE OF
 MD1796'STATE LINE ROAD, 22 FEET S OF CENTER LINE OF
 MD1796'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
 MD1796'S OF CONCRETE STORM SEWER MANHOLE, 20 FEET E OF CENTER LINE OF ROAD,
 MD1796'0.8 FOOT LOWER THAN SAME, 0.5 FOOT S
 MD1796'OF THE LINE OF AN APPARENTLY PROPERTY LINE FENCE FROM THE
 MD1796'E, AND 1.4 FEET 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
 MD1796'IN AZIMUTH 247 DEG 08 MIN 58 SEC FROM STATION AND PROJECTS 0.4 FOOT
 MD1796'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
 MD1796'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION WITH THE
 MD1796'EXCEPTION OF THE BENCH MARK
 MD1796'WHICH APPEARS TO HAVE BEEN HIT BY FARM EQUIPMENT.  THE
 MD1796'DIRECTION TO THE REFERENCE MARKS COMPARED
 MD1796'FAVORABLY WITH THE 1932 DATA.  A DIFFERENCE
 MD1796'OF 0.010 METERS IN THE DISTANCE TO REFERENCE MARK 2 AND A
 MD1796'DIFFERENCE OF 0.016 METERS IN THE
 MD1796'DISTANCE TO THE USGS BM WERE NOTED AND VERIFIED AT THIS TIME.  DUE TO
 MD1796'A POWER LINE OVER THE STATION A
 MD1796'TOWER COULD NOT BE ERRECTED AND A REFERENCE MARK 3 WITH AN
 MD1796'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
 MD1796'MILES SOUTH OF EDGERTON AND
 MD1796'ON THE WEST ROAD RIGHT-OF-WAY OF THE 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
 MD1796'TOP OF A 12-INCH SQUARE CONCRETE
 MD1796'MONUMENT THAT IS 12 INCHES BELOW THE GROUND SURFACE.  IT IS 75
 MD1796'FEET SOUTH OF POWER POLE NUMBER
 MD1796'17, 48.5 FEET WEST-NORTHWEST OF A 6 FOOT CONCRETE
 MD1796'POST MARKED PAULDING COUNTY 1, BENTON TOWNSHIP 6,
 MD1796'21 FEET WEST OF THE CENTER OF THE
 MD1796'INDIANA-OHIO STATE LINE ROAD AND 4 INCHES EAST OF THE WEST
 MD1796'RIGHT-OF-WAY FENCE.  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
 MD1796'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT
 MD1796'IS 71 FEET NORTHEAST OF POWER POLE
 MD1796'NUMBER 17, 20 FEET EAST OF THE CENTER OF THE STATE
 MD1796'LINE ROAD AND 0.7 FOOT SOUTH OF A METAL WITNESS
 MD1796'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
 MD1796'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT
 MD1796'IS 85 FEET EAST OF A 6 FOOT
 MD1796'CONCRETE POST MARKED PAULDING COUNTY 1, BENTON TOWNSHIP 6,
 MD1796'22 FEET SOUTH OF THE CENTER OF BENTON
 MD1796'TOWNSHIP ROAD 6 AND 1.8 FEET WEST OF A METAL
 MD1796'WITNESS POST WITH SIGN.  NOTE 11A
 MD1796'
 MD1796'REFERENCE MARKS 3 ARE STANDARD DISKS STAMPED PAYNE NO 3 1932 1970,
 MD1796'THE SURFACE MARK IS SET IN
 MD1796'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 MD1796'AND IS 12 INCHES BELOW THE GROUND
 MD1796'SURFACE.  IT IS 140 FEET NORTH-NORTHWEST OF POWER POLE
 MD1796'NUMBER 18, 130 FEET NORTH OF A FENCE, 55 FEET
 MD1796'WEST OF A METAL WITNESS POST SET IN THE
 MD1796'RIGHT-OF-WAY FENCE AND 33 FEET SOUTH-SOUTHEAST OF A 14-INCH
 MD1796'HICKORY TREE.  THE UNDERGROUND DISK IS
 MD1796'ABOUT 42 INCHES BELOW THE GROUND SURFACE.  NOTE 11B DESC
 MD1796'
 MD1796'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED PAYNE
 MD1796'AZIMUTH 1932, SET IN THE
 MD1796'TOP OF A ROUND CONCRETE MONUMENT THAT IS 10 INCHES IN DIAMETER AND
 MD1796'PROJECTS 4 INCHES ABOVE THE GROUND
 MD1796'SURFACE.  IT IS 20 FEET EAST OF THE CENTER OF THE STATE LINE
 MD1796'ROAD, 18 FEET WEST OF A DOUBLE TRUNKED BOX
 MD1796'ELDER TREE AND 1.3 FEET SOUTH-SOUTHWEST OF
 MD1796'A 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
 MD1796'4-INCH PIPE AND IT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 MD1796'38.5 FEET NORTH-NORTHEAST OF
 MD1796'THE 6 FOOT CONCRETE POST MARKED PAULDING COUNTY 1,
 MD1796'BENTON TOWNSHIP 6, 29 FEET EAST OF THE CENTER
 MD1796'OF THE STATE LINE ROAD AND 8.5 FEET
 MD1796'NORTHEAST OF A 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 = OCTOBER  6, 2006
 HZ2033 ***********************************************************************
 HZ2033  DESIGNATION -  PAYNE
 HZ2033  PID         -  HZ2033
 HZ2033  STATE/COUNTY-  IN/JEFFERSON
 HZ2033  USGS QUAD   -  BETHLEHEM (1993)
 HZ2033
 HZ2033                         *CURRENT SURVEY CONTROL
 HZ2033  ___________________________________________________________________
 HZ2033* NAD 83(1997)-  38 37 18.40946(N)    085 29 34.13174(W)     ADJUSTED  
 HZ2033* NAVD 88     -       234.     (meters)     768.     (feet)  SCALED    
 HZ2033  ___________________________________________________________________
 HZ2033  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 HZ2033  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HZ2033
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2033
 HZ2033.The geoid height was determined by GEOID03.
 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  =   0.99978060
 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|---------------------------------------------------------------------|
 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 USGS 1947                    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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2033.See file dsdata.txt to determine how the superseded data were derived.
 HZ2033
 HZ2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH3120575884(NAD 83)
 HZ2033_MARKER: DS = TRIANGULATION STATION DISK
 HZ2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD1801 ***********************************************************************
 MD1801  DESIGNATION -  PAYNE 1932 RM 3 1970
 MD1801  PID         -  MD1801
 MD1801  STATE/COUNTY-  IN/ALLEN
 MD1801  USGS QUAD   -  WOODBURN SOUTH (1992)
 MD1801
 MD1801                         *CURRENT SURVEY CONTROL
 MD1801  ___________________________________________________________________
 MD1801* NAD 83(1997)-  41 02 56.35104(N)    084 48 12.68443(W)     ADJUSTED  
 MD1801* NAVD 88     -       231.2    (meters)     759.     (feet)  VERTCON   
 MD1801  ___________________________________________________________________
 MD1801  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 MD1801  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MD1801
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1801
 MD1801.The geoid height was determined by GEOID03.
 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;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     -  ANTWERP GENERAL TEL MICROWAVE            016 52 41.8
 MD1801:SPC OH N     -  ANTWERP GENERAL TEL MICROWAVE            018 57 30.4
 MD1801:UTM  16      -  ANTWERP GENERAL TEL MICROWAVE            016 00 08.3
 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 1970                      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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1801.See file dsdata.txt to determine how the superseded data were derived.
 MD1801
 MD1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8459746519(NAD 83)
 MD1801_MARKER: DS = TRIANGULATION STATION DISK
 MD1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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
 MD1801'MILES SOUTH OF EDGERTON,
 MD1801'INDIANA, ON THE WEST SIDE OF THE INDIANA-OHIO STATE LINE ROAD AND IN
 MD1801'A HARDWOOD GROVE OWNED BY MRS. OSCAR
 MD1801'AND RAY BAUMERT.
 MD1801'
 MD1801'TO REACH THE STATION FROM THE RAILROAD CROSSING ON THE INDIANA-OHIO
 MD1801'STATE LINE ROAD AT THE EAST
 MD1801'EDGE OF EDGERTON GO SOUTH ON THE STATE LINE ROAD FOR 2.0 MILES TO A
 MD1801'GATE ON THE RIGHT, A GROVE OF
 MD1801'HARDWOOD TREES AND THE STATION ON THE RIGHT AS DESCRIBED.
 MD1801'TO REACH THE AZIMUTH MARK CONTINUE AHEAD SOUTH
 MD1801'ON THE STATE LINE ROAD FOR 0.3 MILE TO
 MD1801'THE MARK ON THE LEFT.
 MD1801'
 MD1801'THE STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED PAYNE NO
 MD1801'3 1932 1970, THE SURFACE MARK
 MD1801'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MD1801'DIAMETER AND IS 12 INCHES BELOW THE
 MD1801'GROUND SURFACE.  IT IS 140 FEET NORTH-NORTHWEST OF
 MD1801'POWER POLE NUMBER 18, 130 FEET NORTH OF AN EAST-WEST
 MD1801'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
 MD1801'HICKORY TREE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MD1801'CONCRETE ABOUT 42 INCHES BELOW THE
 MD1801'GROUND SURFACE.
 MD1801'
 MD1801'THE MARK IS A STANDARD TRIANGULATION STATION MARK DISK STAMPED PAYNE
 MD1801'1932, SET IN THE TOP OF A
 MD1801'12-INCH SQUARE CONCRETE MONUMENT THAT IS 12 INCHES BELOW THE GROUND
 MD1801'SURFACE.  IT IS 75 FEET SOUTH
 MD1801'OF POWER POLE NUMBER 17, 48.5 FEET WEST-NORTHWEST OF A 6
 MD1801'FOOT CONCRETE POST MARKED PAULDING COUNTY 1,
 MD1801'BENTON TOWNSHIP 6, 21 FEET WEST OF THE
 MD1801'CENTER OF THE INDIANA-OHIO STATE LINE ROAD AND 4 INCHES EAST OF
 MD1801'THE WEST 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
 MD1801'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT
 MD1801'IS 71 FEET NORTHEAST OF POWER POLE
 MD1801'NUMBER 17, 20 FEET EAST OF THE CENTER OF THE STATE
 MD1801'LINE ROAD AND 0.7 FOOT SOUTH OF A METAL WITNESS
 MD1801'POST WITH SIGN.
 MD1801'
 MD1801'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED PAYNE
 MD1801'AZIMUTH 1932, SET IN THE
 MD1801'TOP OF A ROUND CONCRETE MONUMENT THAT IS 10 INCHES IN DIAMETER AND
 MD1801'PROJECTS 4 INCHES ABOVE THE GROUND
 MD1801'SURFACE.  IT IS 20 FEET EAST OF THE CENTER OF THE STATE LINE
 MD1801'ROAD, 18 FEET WEST OF A DOUBLE TRUNKED BOX
 MD1801'ELDER TREE AND 1.3 FEET SOUTH-SOUTHWEST OF
 MD1801'A 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 = OCTOBER  6, 2006
 MD1800 ***********************************************************************
 MD1800  DESIGNATION -  PAYNE RM A 1970
 MD1800  PID         -  MD1800
 MD1800  STATE/COUNTY-  IN/ALLEN
 MD1800  USGS QUAD   -  WOODBURN SOUTH (1992)
 MD1800
 MD1800                         *CURRENT SURVEY CONTROL
 MD1800  ___________________________________________________________________
 MD1800* NAD 83(1997)-  41 02 56.73081(N)    084 48 13.78687(W)     ADJUSTED  
 MD1800* NAVD 88     -       231.2    (meters)     759.     (feet)  VERTCON   
 MD1800  ___________________________________________________________________
 MD1800  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 MD1800  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MD1800
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1800
 MD1800.The geoid height was determined by GEOID03.
 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;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|---------------------------------------------------------------------|
 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 1932 RM 3 1970                 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1800.See file dsdata.txt to determine how the superseded data were derived.
 MD1800
 MD1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8457046530(NAD 83)
 MD1800_MARKER: DS = TRIANGULATION STATION DISK
 MD1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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,
 MD1800'OHIO, 2 MILES
 MD1800'SOUTH OF EDGERTON, INDIANA, ON THE WEST SIDE OF THE
 MD1800'INDIANA-OHIO STATE LINE ROAD AND
 MD1800'IN A HARDWOOD GROVE OWNED BY
 MD1800'MRS. OSCAR AND RAY BAUMERT.
 MD1800'
 MD1800'TO REACH THE STATION FROM THE RAILROAD CROSSING ON THE
 MD1800'INDIANA-OHIO STATE
 MD1800'LINE ROAD AT THE EAST EDGE OF EDGERTON GO SOUTH
 MD1800'ON THE STATE LINE ROAD FOR 2.0 MILES
 MD1800'TO A GATE ON THE RIGHT, A
 MD1800'GROVE OF HARDWOOD TREES AND THE STATION ON THE RIGHT AS
 MD1800'DESCRIBED.  TO
 MD1800'REACH THE AZIMUTH MARK CONTINUE AHEAD SOUTH ON THE STATE LINE
 MD1800'ROAD FOR 0.3 MILE TO
 MD1800'THE MARK ON THE LEFT.
 MD1800'
 MD1800'THE STATION MARK IS A STANDARD DISK STAMPED PAYNE RM A 1970.
 MD1800'IT IS SET IN THE
 MD1800'TOP OF A ROUND CONCRETE MONUMENT THAT IS 12
 MD1800'INCHES IN DIAMETER AND IS 12 INCHES
 MD1800'BELOW THE GROUND SURFACE.
 MD1800'IT IS 148 FEET WEST OF A METAL WITNESS POST AND SIGN
 MD1800'THAT IS
 MD1800'SET IN THE WEST ROAD RIGHT-OF-WAY FENCELINE AND 140 FEET NORTH
 MD1800'OF AN EAST-WEST
 MD1800'FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1151 ***********************************************************************
 JA1151  DESIGNATION -  PBM 10 USE
 JA1151  PID         -  JA1151
 JA1151  STATE/COUNTY-  IN/KNOX
 JA1151  USGS QUAD   -  EAST MOUNT CARMEL (1989)
 JA1151
 JA1151                         *CURRENT SURVEY CONTROL
 JA1151  ___________________________________________________________________
 JA1151* NAD 83(1986)-  38 29 42.     (N)    087 40 42.     (W)     SCALED    
 JA1151* NAVD 88     -       122.421  (meters)     401.64   (feet)  ADJUSTED  
 JA1151  ___________________________________________________________________
 JA1151  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JA1151  DYNAMIC HT  -         122.344 (meters)     401.39  (feet)  COMP
 JA1151  MODELED GRAV-     979,999.3   (mgal)                       NAVD 88
 JA1151
 JA1151  VERT ORDER  -  FIRST     CLASS II
 JA1151
 JA1151.The horizontal coordinates were scaled from a topographic map and have
 JA1151.an estimated accuracy of +/- 6 seconds.
 JA1151
 JA1151.The orthometric height was determined by differential leveling
 JA1151.and adjusted by the National Geodetic Survey in June 1991..
 JA1151
 JA1151.The geoid height was determined by GEOID03.
 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     -   360,610.      848,090.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1151.See file dsdata.txt to determine how the superseded data were derived.
 JA1151
 JA1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH408609(NAD 83)
 JA1151_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1151_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1151_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA1151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1151
 JA1151  HISTORY     - Date     Condition        Report By
 JA1151  HISTORY     - UNK      MONUMENTED       DOD
 JA1151  HISTORY     - 1954     GOOD             NGS
 JA1151
 JA1151                          STATION DESCRIPTION
 JA1151
 JA1151'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1283 ***********************************************************************
 JA1283  DESIGNATION -  PBM 15 BOLT USE
 JA1283  PID         -  JA1283
 JA1283  STATE/COUNTY-  IN/SULLIVAN
 JA1283  USGS QUAD   -  HEATHSVILLE (1989)
 JA1283
 JA1283                         *CURRENT SURVEY CONTROL
 JA1283  ___________________________________________________________________
 JA1283* NAD 83(1986)-  38 59 43.     (N)    087 33 34.     (W)     SCALED    
 JA1283* NAVD 88     -       134.139  (meters)     440.09   (feet)  ADJUSTED  
 JA1283  ___________________________________________________________________
 JA1283  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 JA1283  DYNAMIC HT  -         134.060 (meters)     439.83  (feet)  COMP
 JA1283  MODELED GRAV-     980,035.7   (mgal)                       NAVD 88
 JA1283
 JA1283  VERT ORDER  -  FIRST     CLASS II
 JA1283
 JA1283.The horizontal coordinates were scaled from a topographic map and have
 JA1283.an estimated accuracy of +/- 6 seconds.
 JA1283
 JA1283.The orthometric height was determined by differential leveling
 JA1283.and adjusted by the National Geodetic Survey in June 1991..
 JA1283
 JA1283.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1283.See file dsdata.txt to determine how the superseded data were derived.
 JA1283
 JA1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ515164(NAD 83)
 JA1283_MARKER: B = BOLT
 JA1283_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1283_SP_SET: 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     - UNK      MONUMENTED       DOD
 JA1283  HISTORY     - 1956     GOOD             NGS
 JA1283
 JA1283                          STATION DESCRIPTION
 JA1283
 JA1283'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1282 ***********************************************************************
 JA1282  DESIGNATION -  PBM 15 CAP USE
 JA1282  PID         -  JA1282
 JA1282  STATE/COUNTY-  IN/SULLIVAN
 JA1282  USGS QUAD   -  HEATHSVILLE (1989)
 JA1282
 JA1282                         *CURRENT SURVEY CONTROL
 JA1282  ___________________________________________________________________
 JA1282* NAD 83(1986)-  38 59 43.     (N)    087 33 34.     (W)     SCALED    
 JA1282* NAVD 88     -       134.783  (meters)     442.20   (feet)  ADJUSTED  
 JA1282  ___________________________________________________________________
 JA1282  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 JA1282  DYNAMIC HT  -         134.704 (meters)     441.94  (feet)  COMP
 JA1282  MODELED GRAV-     980,035.7   (mgal)                       NAVD 88
 JA1282
 JA1282  VERT ORDER  -  FIRST     CLASS II
 JA1282
 JA1282.The horizontal coordinates were scaled from a topographic map and have
 JA1282.an estimated accuracy of +/- 6 seconds.
 JA1282
 JA1282.The orthometric height was determined by differential leveling
 JA1282.and adjusted by the National Geodetic Survey in June 1991..
 JA1282.WARNING-Repeat measurements at this control monument indicate possible
 JA1282.vertical movement.
 JA1282
 JA1282.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1282.See file dsdata.txt to determine how the superseded data were derived.
 JA1282
 JA1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ515164(NAD 83)
 JA1282_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1282_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1282_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA1282_STAMPING: 15*
 JA1282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1282
 JA1282  HISTORY     - Date     Condition        Report By
 JA1282  HISTORY     - UNK      MONUMENTED       DOD
 JA1282  HISTORY     - 1956     GOOD             NGS
 JA1282
 JA1282                          STATION DESCRIPTION
 JA1282
 JA1282'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1173 ***********************************************************************
 JA1173  DESIGNATION -  PBM 15 USE
 JA1173  PID         -  JA1173
 JA1173  STATE/COUNTY-  IN/GIBSON
 JA1173  USGS QUAD   -  KEENSBURG (1989)
 JA1173
 JA1173                         *CURRENT SURVEY CONTROL
 JA1173  ___________________________________________________________________
 JA1173* NAD 83(1986)-  38 22 26.     (N)    087 46 23.     (W)     SCALED    
 JA1173* NAVD 88     -       119.058  (meters)     390.61   (feet)  ADJUSTED  
 JA1173  ___________________________________________________________________
 JA1173  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 JA1173  DYNAMIC HT  -         118.981 (meters)     390.36  (feet)  COMP
 JA1173  MODELED GRAV-     979,988.4   (mgal)                       NAVD 88
 JA1173
 JA1173  VERT ORDER  -  FIRST     CLASS II
 JA1173
 JA1173.The horizontal coordinates were scaled from a topographic map and have
 JA1173.an estimated accuracy of +/- 6 seconds.
 JA1173
 JA1173.The orthometric height was determined by differential leveling
 JA1173.and adjusted by the National Geodetic Survey in June 1991..
 JA1173.WARNING-Repeat measurements at this control monument indicate possible
 JA1173.vertical movement.
 JA1173
 JA1173.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1173.See file dsdata.txt to determine how the superseded data were derived.
 JA1173
 JA1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH324475(NAD 83)
 JA1173_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1173_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1173_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA1173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1173
 JA1173  HISTORY     - Date     Condition        Report By
 JA1173  HISTORY     - UNK      MONUMENTED       DOD
 JA1173  HISTORY     - 1954     GOOD             NGS
 JA1173
 JA1173                          STATION DESCRIPTION
 JA1173
 JA1173'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1302 ***********************************************************************
 JA1302  DESIGNATION -  PBM 19 BOLT USE
 JA1302  PID         -  JA1302
 JA1302  STATE/COUNTY-  IN/KNOX
 JA1302  USGS QUAD   -  RUSSELLVILLE (1977)
 JA1302
 JA1302                         *CURRENT SURVEY CONTROL
 JA1302  ___________________________________________________________________
 JA1302* NAD 83(1986)-  38 52 03.     (N)    087 31 55.     (W)     SCALED    
 JA1302* NAVD 88     -       126.835  (meters)     416.12   (feet)  ADJUSTED  
 JA1302  ___________________________________________________________________
 JA1302  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 JA1302  DYNAMIC HT  -         126.759 (meters)     415.88  (feet)  COMP
 JA1302  MODELED GRAV-     980,025.0   (mgal)                       NAVD 88
 JA1302
 JA1302  VERT ORDER  -  FIRST     CLASS II
 JA1302
 JA1302.The horizontal coordinates were scaled from a topographic map and have
 JA1302.an estimated accuracy of +/- 6 seconds.
 JA1302
 JA1302.The orthometric height was determined by differential leveling
 JA1302.and adjusted by the National Geodetic Survey in June 1991..
 JA1302
 JA1302.The geoid height was determined by GEOID03.
 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     -   401,880.      861,070.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1302.See file dsdata.txt to determine how the superseded data were derived.
 JA1302
 JA1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ538022(NAD 83)
 JA1302_MARKER: B = BOLT
 JA1302_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1302_SP_SET: 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     - UNK      MONUMENTED       DOD
 JA1302  HISTORY     - 1956     GOOD             NGS
 JA1302
 JA1302                          STATION DESCRIPTION
 JA1302
 JA1302'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1301 ***********************************************************************
 JA1301  DESIGNATION -  PBM 19 CAP USE
 JA1301  PID         -  JA1301
 JA1301  STATE/COUNTY-  IN/KNOX
 JA1301  USGS QUAD   -  RUSSELLVILLE (1977)
 JA1301
 JA1301                         *CURRENT SURVEY CONTROL
 JA1301  ___________________________________________________________________
 JA1301* NAD 83(1986)-  38 52 03.     (N)    087 31 55.     (W)     SCALED    
 JA1301* NAVD 88     -       128.054  (meters)     420.12   (feet)  ADJUSTED  
 JA1301  ___________________________________________________________________
 JA1301  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 JA1301  DYNAMIC HT  -         127.977 (meters)     419.87  (feet)  COMP
 JA1301  MODELED GRAV-     980,025.0   (mgal)                       NAVD 88
 JA1301
 JA1301  VERT ORDER  -  FIRST     CLASS II
 JA1301
 JA1301.The horizontal coordinates were scaled from a topographic map and have
 JA1301.an estimated accuracy of +/- 6 seconds.
 JA1301
 JA1301.The orthometric height was determined by differential leveling
 JA1301.and adjusted by the National Geodetic Survey in June 1991..
 JA1301
 JA1301.The geoid height was determined by GEOID03.
 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     -   401,880.      861,070.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1301.See file dsdata.txt to determine how the superseded data were derived.
 JA1301
 JA1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ538022(NAD 83)
 JA1301_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1301_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1301_SP_SET: 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     - UNK      MONUMENTED       DOD
 JA1301  HISTORY     - 1956     GOOD             NGS
 JA1301
 JA1301                          STATION DESCRIPTION
 JA1301
 JA1301'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1114 ***********************************************************************
 KA1114  DESIGNATION -  PBM 2
 KA1114  PID         -  KA1114
 KA1114  STATE/COUNTY-  IN/VIGO
 KA1114  USGS QUAD   -  TERRE HAUTE (1993)
 KA1114
 KA1114                         *CURRENT SURVEY CONTROL
 KA1114  ___________________________________________________________________
 KA1114* NAD 83(1986)-  39 26 34.     (N)    087 25 15.     (W)     SCALED    
 KA1114* NAVD 88     -       148.677  (meters)     487.78   (feet)  ADJUSTED  
 KA1114  ___________________________________________________________________
 KA1114  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KA1114  DYNAMIC HT  -         148.593 (meters)     487.51  (feet)  COMP
 KA1114  MODELED GRAV-     980,056.4   (mgal)                       NAVD 88
 KA1114
 KA1114  VERT ORDER  -  FIRST     CLASS II
 KA1114
 KA1114.The horizontal coordinates were scaled from a topographic map and have
 KA1114.an estimated accuracy of +/- 6 seconds.
 KA1114
 KA1114.The orthometric height was determined by differential leveling
 KA1114.and adjusted by the National Geodetic Survey in June 1991..
 KA1114
 KA1114.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1114.See file dsdata.txt to determine how the superseded data were derived.
 KA1114
 KA1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ637659(NAD 83)
 KA1114_MARKER: B = BOLT
 KA1114_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KA1114_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KA1114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1114
 KA1114  HISTORY     - Date     Condition        Report By
 KA1114  HISTORY     - UNK      MONUMENTED       DOD
 KA1114  HISTORY     - 1956     GOOD             NGS
 KA1114
 KA1114                          STATION DESCRIPTION
 KA1114
 KA1114'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1113 ***********************************************************************
 KA1113  DESIGNATION -  PBM 2 CAP
 KA1113  PID         -  KA1113
 KA1113  STATE/COUNTY-  IN/VIGO
 KA1113  USGS QUAD   -  TERRE HAUTE (1993)
 KA1113
 KA1113                         *CURRENT SURVEY CONTROL
 KA1113  ___________________________________________________________________
 KA1113* NAD 83(1986)-  39 26 34.     (N)    087 25 16.     (W)     SCALED    
 KA1113* NAVD 88     -       149.913  (meters)     491.84   (feet)  ADJUSTED  
 KA1113  ___________________________________________________________________
 KA1113  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KA1113  DYNAMIC HT  -         149.828 (meters)     491.56  (feet)  COMP
 KA1113  MODELED GRAV-     980,056.4   (mgal)                       NAVD 88
 KA1113
 KA1113  VERT ORDER  -  FIRST     CLASS II
 KA1113
 KA1113.The horizontal coordinates were scaled from a topographic map and have
 KA1113.an estimated accuracy of +/- 6 seconds.
 KA1113
 KA1113.The orthometric height was determined by differential leveling
 KA1113.and adjusted by the National Geodetic Survey in June 1991..
 KA1113
 KA1113.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1113.See file dsdata.txt to determine how the superseded data were derived.
 KA1113
 KA1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ637659(NAD 83)
 KA1113_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KA1113_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KA1113_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KA1113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1113
 KA1113  HISTORY     - Date     Condition        Report By
 KA1113  HISTORY     - UNK      MONUMENTED       DOD
 KA1113  HISTORY     - 1956     GOOD             NGS
 KA1113
 KA1113                          STATION DESCRIPTION
 KA1113
 KA1113'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1187 ***********************************************************************
 JA1187  DESIGNATION -  PBM 20 USE
 JA1187  PID         -  JA1187
 JA1187  STATE/COUNTY-  IN/GIBSON
 JA1187  USGS QUAD   -  GRAYVILLE (1980)
 JA1187
 JA1187                         *CURRENT SURVEY CONTROL
 JA1187  ___________________________________________________________________
 JA1187* NAD 83(1986)-  38 17 41.     (N)    087 52 53.     (W)     SCALED    
 JA1187* NAVD 88     -       117.255  (meters)     384.69   (feet)  ADJUSTED  
 JA1187  ___________________________________________________________________
 JA1187  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 JA1187  DYNAMIC HT  -         117.179 (meters)     384.44  (feet)  COMP
 JA1187  MODELED GRAV-     979,975.7   (mgal)                       NAVD 88
 JA1187
 JA1187  VERT ORDER  -  FIRST     CLASS II
 JA1187
 JA1187.The horizontal coordinates were scaled from a topographic map and have
 JA1187.an estimated accuracy of +/- 6 seconds.
 JA1187
 JA1187.The orthometric height was determined by differential leveling
 JA1187.and adjusted by the National Geodetic Survey in June 1991..
 JA1187
 JA1187.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1187.See file dsdata.txt to determine how the superseded data were derived.
 JA1187
 JA1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH229388(NAD 83)
 JA1187_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1187_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1187_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA1187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1187
 JA1187  HISTORY     - Date     Condition        Report By
 JA1187  HISTORY     - UNK      MONUMENTED       DOD
 JA1187  HISTORY     - 1954     GOOD             NGS
 JA1187
 JA1187                          STATION DESCRIPTION
 JA1187
 JA1187'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1622 ***********************************************************************
 KA1622  DESIGNATION -  PBM 200 RESET 1977
 KA1622  PID         -  KA1622
 KA1622  STATE/COUNTY-  IN/VIGO
 KA1622  USGS QUAD   -  NEW GOSHEN (1986)
 KA1622
 KA1622                         *CURRENT SURVEY CONTROL
 KA1622  ___________________________________________________________________
 KA1622* NAD 83(1986)-  39 30 23.     (N)    087 26 08.     (W)     SCALED    
 KA1622* NAVD 88     -       146.17   (+/-2cm)     479.6    (feet)  VERTCON   
 KA1622  ___________________________________________________________________
 KA1622  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KA1622
 KA1622  VERT ORDER  -  THIRD (See Below)
 KA1622
 KA1622.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1622
 KA1622.The geoid height was determined by GEOID03.
 KA1622
 KA1622;                    North         East    Units  Estimated Accuracy
 KA1622;SPC IN W     -   472,770.      869,710.      MT  (+/- 180 meters Scaled)
 KA1622
 KA1622                          SUPERSEDED SURVEY CONTROL
 KA1622
 KA1622  NGVD 29 (04/16/04)  146.28   (m)          479.9    (f) RESET       3  
 KA1622
 KA1622.Superseded values are not recommended for survey control.
 KA1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1622.See file dsdata.txt to determine how the superseded data were derived.
 KA1622
 KA1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ625730(NAD 83)
 KA1622_MARKER: DB = BENCH MARK DISK
 KA1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1622_STAMPING: PBM 200 RESET 1977
 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 = OCTOBER  6, 2006
 KA0858 ***********************************************************************
 KA0858  DESIGNATION -  PBM 201 CAP
 KA0858  PID         -  KA0858
 KA0858  STATE/COUNTY-  IN/VIGO
 KA0858  USGS QUAD   -  NEW GOSHEN (1986)
 KA0858
 KA0858                         *CURRENT SURVEY CONTROL
 KA0858  ___________________________________________________________________
 KA0858* NAD 83(1986)-  39 32 29.     (N)    087 25 24.     (W)     SCALED    
 KA0858* NAVD 88     -       146.76   (+/-2cm)     481.5    (feet)  VERTCON   
 KA0858  ___________________________________________________________________
 KA0858  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KA0858
 KA0858  VERT ORDER  -  THIRD (See Below)
 KA0858
 KA0858.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 KA0858
 KA0858.The geoid height was determined by GEOID03.
 KA0858
 KA0858;                    North         East    Units  Estimated Accuracy
 KA0858;SPC IN W     -   476,660.      870,770.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0858.See file dsdata.txt to determine how the superseded data were derived.
 KA0858
 KA0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ636769(NAD 83)
 KA0858_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KA0858_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KA0858_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KA0858_STAMPING: PBM 201
 KA0858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0858
 KA0858  HISTORY     - Date     Condition        Report By
 KA0858  HISTORY     - UNK      MONUMENTED       DOD
 KA0858  HISTORY     - 1929     GOOD             BRWE
 KA0858  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 KA0863 ***********************************************************************
 KA0863  DESIGNATION -  PBM 202 CAP
 KA0863  PID         -  KA0863
 KA0863  STATE/COUNTY-  IN/VIGO
 KA0863  USGS QUAD   -  NEW GOSHEN (1986)
 KA0863
 KA0863                         *CURRENT SURVEY CONTROL
 KA0863  ___________________________________________________________________
 KA0863* NAD 83(1986)-  39 35 41.     (N)    087 25 01.     (W)     SCALED    
 KA0863* NAVD 88     -       147.71   (+/-2cm)     484.6    (feet)  VERTCON   
 KA0863  ___________________________________________________________________
 KA0863  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KA0863
 KA0863  VERT ORDER  -  THIRD (See Below)
 KA0863
 KA0863.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 KA0863
 KA0863.The geoid height was determined by GEOID03.
 KA0863
 KA0863;                    North         East    Units  Estimated Accuracy
 KA0863;SPC IN W     -   482,570.      871,350.      MT  (+/- 180 meters Scaled)
 KA0863
 KA0863                          SUPERSEDED SURVEY CONTROL
 KA0863
 KA0863  NGVD 29 (??/??/??)  147.81   (m)          484.9    (f) RESET       3  
 KA0863
 KA0863.Superseded values are not recommended for survey control.
 KA0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0863.See file dsdata.txt to determine how the superseded data were derived.
 KA0863
 KA0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ642828(NAD 83)
 KA0863_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KA0863_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KA0863_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KA0863_STAMPING: PBM 202
 KA0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0863
 KA0863  HISTORY     - Date     Condition        Report By
 KA0863  HISTORY     - UNK      MONUMENTED       DOD
 KA0863  HISTORY     - 1929     GOOD             BRWE
 KA0863  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 KA0866 ***********************************************************************
 KA0866  DESIGNATION -  PBM 203
 KA0866  PID         -  KA0866
 KA0866  STATE/COUNTY-  IN/VERMILLION
 KA0866  USGS QUAD   -  NEW GOSHEN (1986)
 KA0866
 KA0866                         *CURRENT SURVEY CONTROL
 KA0866  ___________________________________________________________________
 KA0866* NAD 83(1986)-  39 37 18.     (N)    087 23 54.     (W)     SCALED    
 KA0866* NAVD 88     -       156.54   (+/-2cm)     513.6    (feet)  VERTCON   
 KA0866  ___________________________________________________________________
 KA0866  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KA0866
 KA0866  VERT ORDER  -  THIRD (See Below)
 KA0866
 KA0866.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 KA0866
 KA0866.The geoid height was determined by GEOID03.
 KA0866
 KA0866;                    North         East    Units  Estimated Accuracy
 KA0866;SPC IN W     -   485,560.      872,950.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0866.See file dsdata.txt to determine how the superseded data were derived.
 KA0866
 KA0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ658858(NAD 83)
 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       DOD
 KA0866  HISTORY     - 1929     GOOD             BRWE
 KA0866  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 KA0851 ***********************************************************************
 KA0851  DESIGNATION -  PBM 204=TT 203
 KA0851  PID         -  KA0851
 KA0851  STATE/COUNTY-  IN/VERMILLION
 KA0851  USGS QUAD   -  CLINTON (1986)
 KA0851
 KA0851                         *CURRENT SURVEY CONTROL
 KA0851  ___________________________________________________________________
 KA0851* NAD 83(1986)-  39 39 38.     (N)    087 23 54.     (W)     SCALED    
 KA0851* NAVD 88     -       151.571  (meters)     497.28   (feet)  ADJUSTED  
 KA0851  ___________________________________________________________________
 KA0851  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KA0851  DYNAMIC HT  -         151.486 (meters)     497.00  (feet)  COMP
 KA0851  MODELED GRAV-     980,065.1   (mgal)                       NAVD 88
 KA0851
 KA0851  VERT ORDER  -  SECOND    CLASS 0
 KA0851
 KA0851.The horizontal coordinates were scaled from a topographic map and have
 KA0851.an estimated accuracy of +/- 6 seconds.
 KA0851
 KA0851.The orthometric height was determined by differential leveling
 KA0851.and adjusted by the National Geodetic Survey in June 1991..
 KA0851.WARNING-Repeat measurements at this control monument indicate possible
 KA0851.vertical movement.
 KA0851
 KA0851.The geoid height was determined by GEOID03.
 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     -   489,880.      872,970.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0851.See file dsdata.txt to determine how the superseded data were derived.
 KA0851
 KA0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ658901(NAD 83)
 KA0851_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KA0851_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KA0851_SP_SET: 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       DOD
 KA0851  HISTORY     - 1946     GOOD             NGS
 KA0851  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA0851
 KA0851                          STATION DESCRIPTION
 KA0851
 KA0851'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1533 ***********************************************************************
 KA1533  DESIGNATION -  PBM 205=TT 204
 KA1533  PID         -  KA1533
 KA1533  STATE/COUNTY-  IN/VERMILLION
 KA1533  USGS QUAD   -  CLINTON (1986)
 KA1533
 KA1533                         *CURRENT SURVEY CONTROL
 KA1533  ___________________________________________________________________
 KA1533* NAD 83(1986)-  39 41 50.     (N)    087 23 54.     (W)     SCALED    
 KA1533* NAVD 88     -       150.760  (meters)     494.62   (feet)  ADJUSTED  
 KA1533  ___________________________________________________________________
 KA1533  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KA1533  DYNAMIC HT  -         150.676 (meters)     494.34  (feet)  COMP
 KA1533  MODELED GRAV-     980,067.7   (mgal)                       NAVD 88
 KA1533
 KA1533  VERT ORDER  -  SECOND    CLASS 0
 KA1533
 KA1533.The horizontal coordinates were scaled from a topographic map and have
 KA1533.an estimated accuracy of +/- 6 seconds.
 KA1533
 KA1533.The orthometric height was determined by differential leveling
 KA1533.and adjusted by the National Geodetic Survey in June 1991..
 KA1533
 KA1533.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1533.See file dsdata.txt to determine how the superseded data were derived.
 KA1533
 KA1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ658942(NAD 83)
 KA1533_MARKER: P = PIPE CAP
 KA1533_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KA1533_SP_SET: 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       DOD
 KA1533  HISTORY     - 1938     GOOD             NGS
 KA1533  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA1533
 KA1533                          STATION DESCRIPTION
 KA1533
 KA1533'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1543 ***********************************************************************
 KA1543  DESIGNATION -  PBM 208=TT 207
 KA1543  PID         -  KA1543
 KA1543  STATE/COUNTY-  IN/VERMILLION
 KA1543  USGS QUAD   -  DANA (1983)
 KA1543
 KA1543                         *CURRENT SURVEY CONTROL
 KA1543  ___________________________________________________________________
 KA1543* NAD 83(1986)-  39 48 42.     (N)    087 23 16.     (W)     SCALED    
 KA1543* NAVD 88     -       150.137  (meters)     492.57   (feet)  ADJUSTED  
 KA1543  ___________________________________________________________________
 KA1543  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KA1543  DYNAMIC HT  -         150.055 (meters)     492.31  (feet)  COMP
 KA1543  MODELED GRAV-     980,074.8   (mgal)                       NAVD 88
 KA1543
 KA1543  VERT ORDER  -  SECOND    CLASS 0
 KA1543
 KA1543.The horizontal coordinates were scaled from a topographic map and have
 KA1543.an estimated accuracy of +/- 6 seconds.
 KA1543
 KA1543.The orthometric height was determined by differential leveling
 KA1543.and adjusted by the National Geodetic Survey in June 1991..
 KA1543
 KA1543.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1543.See file dsdata.txt to determine how the superseded data were derived.
 KA1543
 KA1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK668069(NAD 83)
 KA1543_MARKER: DD = SURVEY DISK
 KA1543_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1543_SP_SET: CULVERT
 KA1543_STAMPING: PBM 208 TT 207
 KA1543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1543
 KA1543  HISTORY     - Date     Condition        Report By
 KA1543  HISTORY     - UNK      MONUMENTED       BRWE
 KA1543  HISTORY     - 1946     GOOD             NGS
 KA1543
 KA1543                          STATION DESCRIPTION
 KA1543
 KA1543'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0877 ***********************************************************************
 KA0877  DESIGNATION -  PBM 209 CAP
 KA0877  PID         -  KA0877
 KA0877  STATE/COUNTY-  IN/VERMILLION
 KA0877  USGS QUAD   -  DANA (1983)
 KA0877
 KA0877                         *CURRENT SURVEY CONTROL
 KA0877  ___________________________________________________________________
 KA0877* NAD 83(1986)-  39 51 15.     (N)    087 23 02.     (W)     SCALED    
 KA0877* NAVD 88     -       156.70   (+/-2cm)     514.1    (feet)  VERTCON   
 KA0877  ___________________________________________________________________
 KA0877  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KA0877
 KA0877  VERT ORDER  -  THIRD (See Below)
 KA0877
 KA0877.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 KA0877
 KA0877.The geoid height was determined by GEOID03.
 KA0877
 KA0877;                    North         East    Units  Estimated Accuracy
 KA0877;SPC IN W     -   511,370.      874,280.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0877.See file dsdata.txt to determine how the superseded data were derived.
 KA0877
 KA0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK671116(NAD 83)
 KA0877_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KA0877_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KA0877_SP_SET: 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       DOD
 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 = OCTOBER  6, 2006
 KA1549 ***********************************************************************
 KA1549  DESIGNATION -  PBM 210=TT 209
 KA1549  PID         -  KA1549
 KA1549  STATE/COUNTY-  IN/VERMILLION
 KA1549  USGS QUAD   -  NEWPORT (1980)
 KA1549
 KA1549                         *CURRENT SURVEY CONTROL
 KA1549  ___________________________________________________________________
 KA1549* NAD 83(1986)-  39 53 14.     (N)    087 23 49.     (W)     SCALED    
 KA1549* NAVD 88     -       151.759  (meters)     497.90   (feet)  ADJUSTED  
 KA1549  ___________________________________________________________________
 KA1549  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KA1549  DYNAMIC HT  -         151.677 (meters)     497.63  (feet)  COMP
 KA1549  MODELED GRAV-     980,083.6   (mgal)                       NAVD 88
 KA1549
 KA1549  VERT ORDER  -  SECOND    CLASS 0
 KA1549
 KA1549.The horizontal coordinates were scaled from a topographic map and have
 KA1549.an estimated accuracy of +/- 6 seconds.
 KA1549
 KA1549.The orthometric height was determined by differential leveling
 KA1549.and adjusted by the National Geodetic Survey in June 1991..
 KA1549
 KA1549.The geoid height was determined by GEOID03.
 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     -   515,040.      873,180.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1549.See file dsdata.txt to determine how the superseded data were derived.
 KA1549
 KA1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK660153(NAD 83)
 KA1549_MARKER: DD = SURVEY DISK
 KA1549_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1549_SP_SET: BRIDGE
 KA1549_STAMPING: PBM 210 TT 209
 KA1549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1549
 KA1549  HISTORY     - Date     Condition        Report By
 KA1549  HISTORY     - UNK      MONUMENTED       BRWE
 KA1549  HISTORY     - 1953     GOOD             NGS
 KA1549  HISTORY     - 1986     MARK NOT FOUND   NGS
 KA1549
 KA1549                          STATION DESCRIPTION
 KA1549
 KA1549'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0882 ***********************************************************************
 KA0882  DESIGNATION -  PBM 211=TT 210 CAP
 KA0882  PID         -  KA0882
 KA0882  STATE/COUNTY-  IN/VERMILLION
 KA0882  USGS QUAD   -  NEWPORT (1980)
 KA0882
 KA0882                         *CURRENT SURVEY CONTROL
 KA0882  ___________________________________________________________________
 KA0882* NAD 83(1986)-  39 55 03.     (N)    087 25 57.     (W)     SCALED    
 KA0882* NAVD 88     -       162.02   (+/-2cm)     531.6    (feet)  VERTCON   
 KA0882  ___________________________________________________________________
 KA0882  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KA0882
 KA0882  VERT ORDER  -  THIRD (See Below)
 KA0882
 KA0882.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 KA0882
 KA0882.The geoid height was determined by GEOID03.
 KA0882
 KA0882;                    North         East    Units  Estimated Accuracy
 KA0882;SPC IN W     -   518,420.      870,150.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0882.See file dsdata.txt to determine how the superseded data were derived.
 KA0882
 KA0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK630186(NAD 83)
 KA0882_MARKER: R = RIVET
 KA0882_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KA0882_SP_SET: 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       DOD
 KA0882  HISTORY     - 1929     GOOD             BRWE
 KA0882  HISTORY     - 1953     MARK NOT FOUND   NGS
 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 NATIONAL GEODETIC SURVEY 1953
 KA0882'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1615 ***********************************************************************
 LB1615  DESIGNATION -  PBM 213=TT 212 CAP
 LB1615  PID         -  LB1615
 LB1615  STATE/COUNTY-  IN/VERMILLION
 LB1615  USGS QUAD   -  PERRYSVILLE (1991)
 LB1615
 LB1615                         *CURRENT SURVEY CONTROL
 LB1615  ___________________________________________________________________
 LB1615* NAD 83(1986)-  40 00 41.     (N)    087 27 38.     (W)     SCALED    
 LB1615* NAVD 88     -       168.613  (meters)     553.19   (feet)  ADJUSTED  
 LB1615  ___________________________________________________________________
 LB1615  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 LB1615  DYNAMIC HT  -         168.525 (meters)     552.90  (feet)  COMP
 LB1615  MODELED GRAV-     980,104.8   (mgal)                       NAVD 88
 LB1615
 LB1615  VERT ORDER  -  SECOND    CLASS 0
 LB1615
 LB1615.The horizontal coordinates were scaled from a topographic map and have
 LB1615.an estimated accuracy of +/- 6 seconds.
 LB1615
 LB1615.The orthometric height was determined by differential leveling
 LB1615.and adjusted by the National Geodetic Survey in June 1991..
 LB1615
 LB1615.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1615.See file dsdata.txt to determine how the superseded data were derived.
 LB1615
 LB1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK606291(NAD 83)
 LB1615_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LB1615_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LB1615_SP_SET: 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       DOD
 LB1615  HISTORY     - 1938     GOOD             NGS
 LB1615  HISTORY     - 1986     MARK NOT FOUND   NGS
 LB1615
 LB1615                          STATION DESCRIPTION
 LB1615
 LB1615'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1482 ***********************************************************************
 LB1482  DESIGNATION -  PBM 216 CAP
 LB1482  PID         -  LB1482
 LB1482  STATE/COUNTY-  IN/WARREN
 LB1482  USGS QUAD   -  COVINGTON (1991)
 LB1482
 LB1482                         *CURRENT SURVEY CONTROL
 LB1482  ___________________________________________________________________
 LB1482* NAD 83(1986)-  40 08 30.     (N)    087 26 00.     (W)     SCALED    
 LB1482* NAVD 88     -       172.979  (meters)     567.52   (feet)  ADJUSTED  
 LB1482  ___________________________________________________________________
 LB1482  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 LB1482  DYNAMIC HT  -         172.891 (meters)     567.23  (feet)  COMP
 LB1482  MODELED GRAV-     980,111.9   (mgal)                       NAVD 88
 LB1482
 LB1482  VERT ORDER  -  SECOND    CLASS 0
 LB1482
 LB1482.The horizontal coordinates were scaled from a topographic map and have
 LB1482.an estimated accuracy of +/- 6 seconds.
 LB1482
 LB1482.The orthometric height was determined by differential leveling
 LB1482.and adjusted by the National Geodetic Survey in June 1991..
 LB1482
 LB1482.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB1482
 LB1482  NGVD 29 (??/??/??)  173.03   (m)          567.7    (f) RESET       3  
 LB1482
 LB1482.Superseded values are not recommended for survey control.
 LB1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1482.See file dsdata.txt to determine how the superseded data were derived.
 LB1482
 LB1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK630435(NAD 83)
 LB1482_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LB1482_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LB1482_SP_SET: 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       DOD
 LB1482  HISTORY     - 1934     GOOD             NGS
 LB1482
 LB1482                          STATION DESCRIPTION
 LB1482
 LB1482'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1526 ***********************************************************************
 LB1526  DESIGNATION -  PBM 221 TT 220
 LB1526  PID         -  LB1526
 LB1526  STATE/COUNTY-  IN/FOUNTAIN
 LB1526  USGS QUAD   -  WILLIAMSPORT (1992)
 LB1526
 LB1526                         *CURRENT SURVEY CONTROL
 LB1526  ___________________________________________________________________
 LB1526* NAD 83(1986)-  40 17 43.     (N)    087 15 11.     (W)     SCALED    
 LB1526* NAVD 88     -       161.914  (meters)     531.21   (feet)  ADJUSTED  
 LB1526  ___________________________________________________________________
 LB1526  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 LB1526  DYNAMIC HT  -         161.832 (meters)     530.94  (feet)  COMP
 LB1526  MODELED GRAV-     980,116.1   (mgal)                       NAVD 88
 LB1526
 LB1526  VERT ORDER  -  SECOND    CLASS 0
 LB1526
 LB1526.The horizontal coordinates were scaled from a topographic map and have
 LB1526.an estimated accuracy of +/- 6 seconds.
 LB1526
 LB1526.The orthometric height was determined by differential leveling
 LB1526.and adjusted by the National Geodetic Survey in June 1991..
 LB1526
 LB1526.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1526.See file dsdata.txt to determine how the superseded data were derived.
 LB1526
 LB1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK784605(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1526
 LB1526  HISTORY     - Date     Condition        Report By
 LB1526  HISTORY     - UNK      MONUMENTED       DOD
 LB1526  HISTORY     - 1946     GOOD             NGS
 LB1526
 LB1526                          STATION DESCRIPTION
 LB1526
 LB1526'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1653 ***********************************************************************
 LB1653  DESIGNATION -  PBM 222 TT 221
 LB1653  PID         -  LB1653
 LB1653  STATE/COUNTY-  IN/FOUNTAIN
 LB1653  USGS QUAD   -  ATTICA (1962)
 LB1653
 LB1653                         *CURRENT SURVEY CONTROL
 LB1653  ___________________________________________________________________
 LB1653* NAD 83(1986)-  40 18 57.     (N)    087 12 02.     (W)     SCALED    
 LB1653* NAVD 88     -       171.023  (meters)     561.10   (feet)  ADJUSTED  
 LB1653  ___________________________________________________________________
 LB1653  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 LB1653  DYNAMIC HT  -         170.937 (meters)     560.82  (feet)  COMP
 LB1653  MODELED GRAV-     980,119.7   (mgal)                       NAVD 88
 LB1653
 LB1653  VERT ORDER  -  SECOND    CLASS 0
 LB1653
 LB1653.The horizontal coordinates were scaled from a topographic map and have
 LB1653.an estimated accuracy of +/- 6 seconds.
 LB1653
 LB1653.The orthometric height was determined by differential leveling
 LB1653.and adjusted by the National Geodetic Survey in June 1991..
 LB1653
 LB1653.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1653.See file dsdata.txt to determine how the superseded data were derived.
 LB1653
 LB1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK829628(NAD 83)
 LB1653_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LB1653_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LB1653_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LB1653_STAMPING: PBM 222 TT 221
 LB1653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1653
 LB1653  HISTORY     - Date     Condition        Report By
 LB1653  HISTORY     - UNK      MONUMENTED       DOD
 LB1653  HISTORY     - 1946     GOOD             NGS
 LB1653
 LB1653                          STATION DESCRIPTION
 LB1653
 LB1653'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1649 ***********************************************************************
 LB1649  DESIGNATION -  PBM 223 TT 222 CAP
 LB1649  PID         -  LB1649
 LB1649  STATE/COUNTY-  IN/FOUNTAIN
 LB1649  USGS QUAD   -  ATTICA (1962)
 LB1649
 LB1649                         *CURRENT SURVEY CONTROL
 LB1649  ___________________________________________________________________
 LB1649* NAD 83(1986)-  40 19 43.     (N)    087 09 21.     (W)     SCALED    
 LB1649* NAVD 88     -       165.769  (meters)     543.86   (feet)  ADJUSTED  
 LB1649  ___________________________________________________________________
 LB1649  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 LB1649  DYNAMIC HT  -         165.686 (meters)     543.59  (feet)  COMP
 LB1649  MODELED GRAV-     980,124.5   (mgal)                       NAVD 88
 LB1649
 LB1649  VERT ORDER  -  SECOND    CLASS 0
 LB1649
 LB1649.The horizontal coordinates were scaled from a topographic map and have
 LB1649.an estimated accuracy of +/- 6 seconds.
 LB1649
 LB1649.The orthometric height was determined by differential leveling
 LB1649.and adjusted by the National Geodetic Survey in June 1991..
 LB1649
 LB1649.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1649.See file dsdata.txt to determine how the superseded data were derived.
 LB1649
 LB1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK867642(NAD 83)
 LB1649_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LB1649_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LB1649_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LB1649_STAMPING: PBM 223 TT 222
 LB1649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1649
 LB1649  HISTORY     - Date     Condition        Report By
 LB1649  HISTORY     - UNK      MONUMENTED       DOD
 LB1649  HISTORY     - 1946     GOOD             NGS
 LB1649
 LB1649                          STATION DESCRIPTION
 LB1649
 LB1649'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1646 ***********************************************************************
 LB1646  DESIGNATION -  PBM 224 TT 223 BOLT
 LB1646  PID         -  LB1646
 LB1646  STATE/COUNTY-  IN/FOUNTAIN
 LB1646  USGS QUAD   -  WESTPOINT (1962)
 LB1646
 LB1646                         *CURRENT SURVEY CONTROL
 LB1646  ___________________________________________________________________
 LB1646* NAD 83(1986)-  40 20 40.     (N)    087 06 23.     (W)     SCALED    
 LB1646* NAVD 88     -       177.782  (meters)     583.27   (feet)  ADJUSTED  
 LB1646  ___________________________________________________________________
 LB1646  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 LB1646  DYNAMIC HT  -         177.695 (meters)     582.99  (feet)  COMP
 LB1646  MODELED GRAV-     980,132.5   (mgal)                       NAVD 88
 LB1646
 LB1646  VERT ORDER  -  SECOND    CLASS 0
 LB1646
 LB1646.The horizontal coordinates were scaled from a topographic map and have
 LB1646.an estimated accuracy of +/- 6 seconds.
 LB1646
 LB1646.The orthometric height was determined by differential leveling
 LB1646.and adjusted by the National Geodetic Survey in June 1991..
 LB1646
 LB1646.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1646.See file dsdata.txt to determine how the superseded data were derived.
 LB1646
 LB1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK909659(NAD 83)
 LB1646_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LB1646_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LB1646_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LB1646_STAMPING: PBM 224 TT 223
 LB1646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1646
 LB1646  HISTORY     - Date     Condition        Report By
 LB1646  HISTORY     - UNK      MONUMENTED       DOD
 LB1646  HISTORY     - 1946     GOOD             NGS
 LB1646
 LB1646                          STATION DESCRIPTION
 LB1646
 LB1646'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1645 ***********************************************************************
 LB1645  DESIGNATION -  PBM 224 TT 223 CAP
 LB1645  PID         -  LB1645
 LB1645  STATE/COUNTY-  IN/FOUNTAIN
 LB1645  USGS QUAD   -  WESTPOINT (1962)
 LB1645
 LB1645                         *CURRENT SURVEY CONTROL
 LB1645  ___________________________________________________________________
 LB1645* NAD 83(1986)-  40 20 40.     (N)    087 06 23.     (W)     SCALED    
 LB1645* NAVD 88     -       179.010  (meters)     587.30   (feet)  ADJUSTED  
 LB1645  ___________________________________________________________________
 LB1645  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 LB1645  DYNAMIC HT  -         178.922 (meters)     587.01  (feet)  COMP
 LB1645  MODELED GRAV-     980,132.5   (mgal)                       NAVD 88
 LB1645
 LB1645  VERT ORDER  -  SECOND    CLASS 0
 LB1645
 LB1645.The horizontal coordinates were scaled from a topographic map and have
 LB1645.an estimated accuracy of +/- 6 seconds.
 LB1645
 LB1645.The orthometric height was determined by differential leveling
 LB1645.and adjusted by the National Geodetic Survey in June 1991..
 LB1645
 LB1645.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1645.See file dsdata.txt to determine how the superseded data were derived.
 LB1645
 LB1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK909659(NAD 83)
 LB1645_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LB1645_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LB1645_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LB1645_STAMPING: PBM 224 TT 233
 LB1645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1645
 LB1645  HISTORY     - Date     Condition        Report By
 LB1645  HISTORY     - UNK      MONUMENTED       DOD
 LB1645  HISTORY     - 1946     GOOD             NGS
 LB1645
 LB1645                          STATION DESCRIPTION
 LB1645
 LB1645'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1506 ***********************************************************************
 LB1506  DESIGNATION -  PBM 226
 LB1506  PID         -  LB1506
 LB1506  STATE/COUNTY-  IN/TIPPECANOE
 LB1506  USGS QUAD   -  OTTERBEIN (1986)
 LB1506
 LB1506                         *CURRENT SURVEY CONTROL
 LB1506  ___________________________________________________________________
 LB1506* NAD 83(1986)-  40 24 41.     (N)    087 02 10.     (W)     SCALED    
 LB1506* NAVD 88     -       161.46   (+/-2cm)     529.7    (feet)  VERTCON   
 LB1506  ___________________________________________________________________
 LB1506  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 LB1506
 LB1506  VERT ORDER  -  THIRD (See Below)
 LB1506
 LB1506.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 LB1506
 LB1506.The geoid height was determined by GEOID03.
 LB1506
 LB1506;                    North         East    Units  Estimated Accuracy
 LB1506;SPC IN W     -   573,200.      904,010.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1506.See file dsdata.txt to determine how the superseded data were derived.
 LB1506
 LB1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK969734(NAD 83)
 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       DOD
 LB1506  HISTORY     - 1934     GOOD             NGS
 LB1506
 LB1506                          STATION DESCRIPTION
 LB1506
 LB1506'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0874 ***********************************************************************
 LB0874  DESIGNATION -  PBM 230
 LB0874  PID         -  LB0874
 LB0874  STATE/COUNTY-  IN/TIPPECANOE
 LB0874  USGS QUAD   -  LAFAYETTE EAST (1986)
 LB0874
 LB0874                         *CURRENT SURVEY CONTROL
 LB0874  ___________________________________________________________________
 LB0874* NAD 83(1986)-  40 28 35.     (N)    086 52 00.     (W)     SCALED    
 LB0874* NAVD 88     -       164.963  (meters)     541.22   (feet)  ADJUSTED  
 LB0874  ___________________________________________________________________
 LB0874  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 LB0874  DYNAMIC HT  -         164.882 (meters)     540.95  (feet)  COMP
 LB0874  MODELED GRAV-     980,128.8   (mgal)                       NAVD 88
 LB0874
 LB0874  VERT ORDER  -  SECOND    CLASS 0
 LB0874
 LB0874.The horizontal coordinates were scaled from a topographic map and have
 LB0874.an estimated accuracy of +/- 6 seconds.
 LB0874
 LB0874.The orthometric height was determined by differential leveling
 LB0874.and adjusted by the National Geodetic Survey in June 1991..
 LB0874
 LB0874.The geoid height was determined by GEOID03.
 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     -   580,440.      918,370.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0874.See file dsdata.txt to determine how the superseded data were derived.
 LB0874
 LB0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK113806(NAD 83)
 LB0874_MARKER: DD = SURVEY DISK
 LB0874_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0874_SP_SET: BRIDGE ABUTMENT
 LB0874_STAMPING: PBM 230
 LB0874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0874
 LB0874  HISTORY     - Date     Condition        Report By
 LB0874  HISTORY     - UNK      MONUMENTED       BRWE
 LB0874  HISTORY     - 1935     GOOD             NGS
 LB0874
 LB0874                          STATION DESCRIPTION
 LB0874
 LB0874'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0977 ***********************************************************************
 LB0977  DESIGNATION -  PBM 235
 LB0977  PID         -  LB0977
 LB0977  STATE/COUNTY-  IN/CARROLL
 LB0977  USGS QUAD   -  DELPHI (1979)
 LB0977
 LB0977                         *CURRENT SURVEY CONTROL
 LB0977  ___________________________________________________________________
 LB0977* NAD 83(1986)-  40 35 14.     (N)    086 40 33.     (W)     SCALED    
 LB0977* NAVD 88     -       170.002  (meters)     557.75   (feet)  ADJUSTED  
 LB0977  ___________________________________________________________________
 LB0977  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LB0977  DYNAMIC HT  -         169.920 (meters)     557.48  (feet)  COMP
 LB0977  MODELED GRAV-     980,136.3   (mgal)                       NAVD 88
 LB0977
 LB0977  VERT ORDER  -  SECOND    CLASS 0
 LB0977
 LB0977.The horizontal coordinates were scaled from a topographic map and have
 LB0977.an estimated accuracy of +/- 6 seconds.
 LB0977
 LB0977.The orthometric height was determined by differential leveling
 LB0977.and adjusted by the National Geodetic Survey in June 1991..
 LB0977
 LB0977.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0977.See file dsdata.txt to determine how the superseded data were derived.
 LB0977
 LB0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK274929(NAD 83)
 LB0977_MARKER: P = PIPE CAP
 LB0977_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LB0977_SP_SET: 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             NGS
 LB0977
 LB0977                          STATION DESCRIPTION
 LB0977
 LB0977'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0948 ***********************************************************************
 LB0948  DESIGNATION -  PBM 238
 LB0948  PID         -  LB0948
 LB0948  STATE/COUNTY-  IN/CARROLL
 LB0948  USGS QUAD   -  BURROWS (1987)
 LB0948
 LB0948                         *CURRENT SURVEY CONTROL
 LB0948  ___________________________________________________________________
 LB0948* NAD 83(1986)-  40 41 57.     (N)    086 34 24.     (W)     SCALED    
 LB0948* NAVD 88     -       176.924  (meters)     580.46   (feet)  ADJUSTED  
 LB0948  ___________________________________________________________________
 LB0948  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 LB0948  DYNAMIC HT  -         176.841 (meters)     580.19  (feet)  COMP
 LB0948  MODELED GRAV-     980,153.1   (mgal)                       NAVD 88
 LB0948
 LB0948  VERT ORDER  -  SECOND    CLASS 0
 LB0948
 LB0948.The horizontal coordinates were scaled from a topographic map and have
 LB0948.an estimated accuracy of +/- 6 seconds.
 LB0948
 LB0948.The orthometric height was determined by differential leveling
 LB0948.and adjusted by the National Geodetic Survey in June 1991..
 LB0948
 LB0948.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0948.See file dsdata.txt to determine how the superseded data were derived.
 LB0948
 LB0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL360054(NAD 83)
 LB0948_MARKER: P = PIPE CAP
 LB0948_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LB0948_SP_SET: IRON PIPE
 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             NGS
 LB0948
 LB0948                          STATION DESCRIPTION
 LB0948
 LB0948'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0224 ***********************************************************************
 LB0224  DESIGNATION -  PBM 246
 LB0224  PID         -  LB0224
 LB0224  STATE/COUNTY-  IN/MIAMI
 LB0224  USGS QUAD   -  TWELVE MILE (1991)
 LB0224
 LB0224                         *CURRENT SURVEY CONTROL
 LB0224  ___________________________________________________________________
 LB0224* NAD 83(1986)-  40 45 13.     (N)    086 08 11.     (W)     SCALED    
 LB0224* NAVD 88     -       196.053  (meters)     643.22   (feet)  ADJUSTED  
 LB0224  ___________________________________________________________________
 LB0224  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 LB0224  DYNAMIC HT  -         195.959 (meters)     642.91  (feet)  COMP
 LB0224  MODELED GRAV-     980,140.4   (mgal)                       NAVD 88
 LB0224
 LB0224  VERT ORDER  -  SECOND    CLASS 0
 LB0224
 LB0224.The horizontal coordinates were scaled from a topographic map and have
 LB0224.an estimated accuracy of +/- 6 seconds.
 LB0224
 LB0224.The orthometric height was determined by differential leveling
 LB0224.and adjusted by the National Geodetic Survey in June 1991..
 LB0224
 LB0224.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0224.See file dsdata.txt to determine how the superseded data were derived.
 LB0224
 LB0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL729117(NAD 83)
 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             NGS
 LB0224  HISTORY     - 1961     GOOD             LOCSUR
 LB0224
 LB0224                          STATION DESCRIPTION
 LB0224
 LB0224'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1669 ***********************************************************************
 LA1669  DESIGNATION -  PBM 250
 LA1669  PID         -  LA1669
 LA1669  STATE/COUNTY-  IN/WABASH
 LA1669  USGS QUAD   -  RICHVALLEY (1994)
 LA1669
 LA1669                         *CURRENT SURVEY CONTROL
 LA1669  ___________________________________________________________________
 LA1669* NAD 83(1986)-  40 47 23.     (N)    085 54 06.     (W)     SCALED    
 LA1669* NAVD 88     -       209.109  (meters)     686.05   (feet)  ADJUSTED  
 LA1669  ___________________________________________________________________
 LA1669  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 LA1669  DYNAMIC HT  -         209.009 (meters)     685.72  (feet)  COMP
 LA1669  MODELED GRAV-     980,141.1   (mgal)                       NAVD 88
 LA1669
 LA1669  VERT ORDER  -  SECOND    CLASS 0
 LA1669
 LA1669.The horizontal coordinates were scaled from a topographic map and have
 LA1669.an estimated accuracy of +/- 6 seconds.
 LA1669
 LA1669.The orthometric height was determined by differential leveling
 LA1669.and adjusted by the National Geodetic Survey in June 1991..
 LA1669
 LA1669.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1669.See file dsdata.txt to determine how the superseded data were derived.
 LA1669
 LA1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL926159(NAD 83)
 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             NGS
 LA1669
 LA1669                          STATION DESCRIPTION
 LA1669
 LA1669'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1706 ***********************************************************************
 LA1706  DESIGNATION -  PBM 251
 LA1706  PID         -  LA1706
 LA1706  STATE/COUNTY-  IN/WABASH
 LA1706  USGS QUAD   -  WABASH (1994)
 LA1706
 LA1706                         *CURRENT SURVEY CONTROL
 LA1706  ___________________________________________________________________
 LA1706* NAD 83(1986)-  40 47 43.     (N)    085 51 54.     (W)     SCALED    
 LA1706* NAVD 88     -       216.97   (+/-2cm)     711.8    (feet)  VERTCON   
 LA1706  ___________________________________________________________________
 LA1706  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 LA1706
 LA1706  VERT ORDER  -  THIRD (See Below)
 LA1706
 LA1706.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 LA1706
 LA1706.The geoid height was determined by GEOID03.
 LA1706
 LA1706;                    North         East    Units  Estimated Accuracy
 LA1706;SPC IN E     -   615,840.       83,260.      MT  (+/- 180 meters Scaled)
 LA1706
 LA1706                          SUPERSEDED SURVEY CONTROL
 LA1706
 LA1706  NGVD 29 (??/??/??)  217.09   (m)          712.2    (f) RESET       3  
 LA1706
 LA1706.Superseded values are not recommended for survey control.
 LA1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1706.See file dsdata.txt to determine how the superseded data were derived.
 LA1706
 LA1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL957166(NAD 83)
 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     - UNK      GOOD             NGS
 LA1706
 LA1706                          STATION DESCRIPTION
 LA1706
 LA1706'DESCRIBED BY NATIONAL GEODETIC SURVEY UNK
 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 = OCTOBER  6, 2006
 JA1167 ***********************************************************************
 JA1167  DESIGNATION -  PBM 30 BOLT USE
 JA1167  PID         -  JA1167
 JA1167  STATE/COUNTY-  IN/GIBSON
 JA1167  USGS QUAD   -  MOUNT CARMEL (1989)
 JA1167
 JA1167                         *CURRENT SURVEY CONTROL
 JA1167  ___________________________________________________________________
 JA1167* NAD 83(1986)-  38 23 51.     (N)    087 45 03.     (W)     SCALED    
 JA1167* NAVD 88     -       118.819  (meters)     389.83   (feet)  ADJUSTED  
 JA1167  ___________________________________________________________________
 JA1167  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 JA1167  DYNAMIC HT  -         118.743 (meters)     389.58  (feet)  COMP
 JA1167  MODELED GRAV-     979,989.9   (mgal)                       NAVD 88
 JA1167
 JA1167  VERT ORDER  -  FIRST     CLASS II
 JA1167
 JA1167.The horizontal coordinates were scaled from a topographic map and have
 JA1167.an estimated accuracy of +/- 6 seconds.
 JA1167
 JA1167.The orthometric height was determined by differential leveling
 JA1167.and adjusted by the National Geodetic Survey in June 1991..
 JA1167
 JA1167.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1167.See file dsdata.txt to determine how the superseded data were derived.
 JA1167
 JA1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH344501(NAD 83)
 JA1167_MARKER: B = BOLT
 JA1167_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1167_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA1167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1167
 JA1167  HISTORY     - Date     Condition        Report By
 JA1167  HISTORY     - UNK      MONUMENTED       DOD
 JA1167  HISTORY     - 1954     GOOD             NGS
 JA1167
 JA1167                          STATION DESCRIPTION
 JA1167
 JA1167'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1166 ***********************************************************************
 JA1166  DESIGNATION -  PBM 30 CAP USE
 JA1166  PID         -  JA1166
 JA1166  STATE/COUNTY-  IN/GIBSON
 JA1166  USGS QUAD   -  MOUNT CARMEL (1989)
 JA1166
 JA1166                         *CURRENT SURVEY CONTROL
 JA1166  ___________________________________________________________________
 JA1166* NAD 83(1986)-  38 23 51.     (N)    087 45 03.     (W)     SCALED    
 JA1166* NAVD 88     -       120.045  (meters)     393.85   (feet)  ADJUSTED  
 JA1166  ___________________________________________________________________
 JA1166  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 JA1166  DYNAMIC HT  -         119.969 (meters)     393.60  (feet)  COMP
 JA1166  MODELED GRAV-     979,989.9   (mgal)                       NAVD 88
 JA1166
 JA1166  VERT ORDER  -  FIRST     CLASS II
 JA1166
 JA1166.The horizontal coordinates were scaled from a topographic map and have
 JA1166.an estimated accuracy of +/- 6 seconds.
 JA1166
 JA1166.The orthometric height was determined by differential leveling
 JA1166.and adjusted by the National Geodetic Survey in June 1991..
 JA1166
 JA1166.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1166.See file dsdata.txt to determine how the superseded data were derived.
 JA1166
 JA1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH344501(NAD 83)
 JA1166_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1166_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1166_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA1166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1166
 JA1166  HISTORY     - Date     Condition        Report By
 JA1166  HISTORY     - UNK      MONUMENTED       DOD
 JA1166  HISTORY     - 1954     GOOD             NGS
 JA1166
 JA1166                          STATION DESCRIPTION
 JA1166
 JA1166'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JB0193 ***********************************************************************
 JB0193  DESIGNATION -  PBM 31 1903
 JB0193  PID         -  JB0193
 JB0193  STATE/COUNTY-  IN/POSEY
 JB0193  USGS QUAD   -  MAUNIE (1974)
 JB0193
 JB0193                         *CURRENT SURVEY CONTROL
 JB0193  ___________________________________________________________________
 JB0193* NAD 83(1986)-  38 02 11.     (N)    088 00 45.     (W)     SCALED    
 JB0193* NAVD 88     -       109.066  (meters)     357.83   (feet)  ADJUSTED  
 JB0193  ___________________________________________________________________
 JB0193  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 JB0193  DYNAMIC HT  -         108.992 (meters)     357.58  (feet)  COMP
 JB0193  MODELED GRAV-     979,952.8   (mgal)                       NAVD 88
 JB0193
 JB0193  VERT ORDER  -  FIRST     CLASS II
 JB0193
 JB0193.The horizontal coordinates were scaled from a topographic map and have
 JB0193.an estimated accuracy of +/- 6 seconds.
 JB0193
 JB0193.The orthometric height was determined by differential leveling
 JB0193.and adjusted by the National Geodetic Survey in June 1991..
 JB0193
 JB0193.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0193.See file dsdata.txt to determine how the superseded data were derived.
 JB0193
 JB0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH111103(NAD 83)
 JB0193_MARKER: P = PIPE CAP
 JB0193_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JB0193_SP_SET: 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       DOD
 JB0193  HISTORY     - 1954     GOOD             NGS
 JB0193
 JB0193                          STATION DESCRIPTION
 JB0193
 JB0193'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HB0088 ***********************************************************************
 HB0088  DESIGNATION -  PBM 33 USE
 HB0088  PID         -  HB0088
 HB0088  STATE/COUNTY-  IN/POSEY
 HB0088  USGS QUAD   -  EMMA (1978)
 HB0088
 HB0088                         *CURRENT SURVEY CONTROL
 HB0088  ___________________________________________________________________
 HB0088* NAD 83(1986)-  37 59 45.     (N)    088 01 08.     (W)     SCALED    
 HB0088* NAVD 88     -       109.520  (meters)     359.32   (feet)  ADJUSTED  
 HB0088  ___________________________________________________________________
 HB0088  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HB0088  DYNAMIC HT  -         109.447 (meters)     359.08  (feet)  COMP
 HB0088  MODELED GRAV-     979,953.9   (mgal)                       NAVD 88
 HB0088
 HB0088  VERT ORDER  -  FIRST     CLASS II
 HB0088
 HB0088.The horizontal coordinates were scaled from a topographic map and have
 HB0088.an estimated accuracy of +/- 6 seconds.
 HB0088
 HB0088.The orthometric height was determined by differential leveling
 HB0088.and adjusted by the National Geodetic Survey in June 1991..
 HB0088
 HB0088.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HB0088
 HB0088  NGVD 29 (??/??/??)  109.634  (m)          359.69   (f) ADJUSTED    1 2
 HB0088
 HB0088.Superseded values are not recommended for survey control.
 HB0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0088.See file dsdata.txt to determine how the superseded data were derived.
 HB0088
 HB0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH105058(NAD 83)
 HB0088_MARKER: P = PIPE CAP
 HB0088_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0088_SP_SET: 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       DOD
 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 = OCTOBER  6, 2006
 JA1192 ***********************************************************************
 JA1192  DESIGNATION -  PBM 35 BOLT USE
 JA1192  PID         -  JA1192
 JA1192  STATE/COUNTY-  IN/GIBSON
 JA1192  USGS QUAD   -  GRAYVILLE (1980)
 JA1192
 JA1192                         *CURRENT SURVEY CONTROL
 JA1192  ___________________________________________________________________
 JA1192* NAD 83(1986)-  38 17 03.     (N)    087 55 07.     (W)     SCALED    
 JA1192* NAVD 88     -       115.473  (meters)     378.85   (feet)  ADJUSTED  
 JA1192  ___________________________________________________________________
 JA1192  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 JA1192  DYNAMIC HT  -         115.397 (meters)     378.60  (feet)  COMP
 JA1192  MODELED GRAV-     979,975.4   (mgal)                       NAVD 88
 JA1192
 JA1192  VERT ORDER  -  FIRST     CLASS II
 JA1192
 JA1192.The horizontal coordinates were scaled from a topographic map and have
 JA1192.an estimated accuracy of +/- 6 seconds.
 JA1192
 JA1192.The orthometric height was determined by differential leveling
 JA1192.and adjusted by the National Geodetic Survey in June 1991..
 JA1192
 JA1192.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1192.See file dsdata.txt to determine how the superseded data were derived.
 JA1192
 JA1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH196377(NAD 83)
 JA1192_MARKER: B = BOLT
 JA1192_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1192_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA1192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1192
 JA1192  HISTORY     - Date     Condition        Report By
 JA1192  HISTORY     - UNK      MONUMENTED       DOD
 JA1192  HISTORY     - 1954     GOOD             NGS
 JA1192
 JA1192                          STATION DESCRIPTION
 JA1192
 JA1192'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1191 ***********************************************************************
 JA1191  DESIGNATION -  PBM 35 CAP USE
 JA1191  PID         -  JA1191
 JA1191  STATE/COUNTY-  IN/GIBSON
 JA1191  USGS QUAD   -  GRAYVILLE (1980)
 JA1191
 JA1191                         *CURRENT SURVEY CONTROL
 JA1191  ___________________________________________________________________
 JA1191* NAD 83(1986)-  38 17 03.     (N)    087 55 07.     (W)     SCALED    
 JA1191* NAVD 88     -       116.704  (meters)     382.89   (feet)  ADJUSTED  
 JA1191  ___________________________________________________________________
 JA1191  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 JA1191  DYNAMIC HT  -         116.628 (meters)     382.64  (feet)  COMP
 JA1191  MODELED GRAV-     979,975.4   (mgal)                       NAVD 88
 JA1191
 JA1191  VERT ORDER  -  FIRST     CLASS II
 JA1191
 JA1191.The horizontal coordinates were scaled from a topographic map and have
 JA1191.an estimated accuracy of +/- 6 seconds.
 JA1191
 JA1191.The orthometric height was determined by differential leveling
 JA1191.and adjusted by the National Geodetic Survey in June 1991..
 JA1191
 JA1191.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1191.See file dsdata.txt to determine how the superseded data were derived.
 JA1191
 JA1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH196377(NAD 83)
 JA1191_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1191_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1191_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA1191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1191
 JA1191  HISTORY     - Date     Condition        Report By
 JA1191  HISTORY     - UNK      MONUMENTED       DOD
 JA1191  HISTORY     - 1954     GOOD             NGS
 JA1191
 JA1191                          STATION DESCRIPTION
 JA1191
 JA1191'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1200 ***********************************************************************
 JA1200  DESIGNATION -  PBM 37 BOLT USE
 JA1200  PID         -  JA1200
 JA1200  STATE/COUNTY-  IN/GIBSON
 JA1200  USGS QUAD   -  NEW HARMONY (1980)
 JA1200
 JA1200                         *CURRENT SURVEY CONTROL
 JA1200  ___________________________________________________________________
 JA1200* NAD 83(1986)-  38 14 32.     (N)    087 58 27.     (W)     SCALED    
 JA1200* NAVD 88     -       113.897  (meters)     373.68   (feet)  ADJUSTED  
 JA1200  ___________________________________________________________________
 JA1200  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 JA1200  DYNAMIC HT  -         113.823 (meters)     373.43  (feet)  COMP
 JA1200  MODELED GRAV-     979,972.9   (mgal)                       NAVD 88
 JA1200
 JA1200  VERT ORDER  -  FIRST     CLASS II
 JA1200
 JA1200.The horizontal coordinates were scaled from a topographic map and have
 JA1200.an estimated accuracy of +/- 6 seconds.
 JA1200
 JA1200.The orthometric height was determined by differential leveling
 JA1200.and adjusted by the National Geodetic Survey in June 1991..
 JA1200
 JA1200.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1200.See file dsdata.txt to determine how the superseded data were derived.
 JA1200
 JA1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH147331(NAD 83)
 JA1200_MARKER: B = BOLT
 JA1200_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1200_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA1200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1200
 JA1200  HISTORY     - Date     Condition        Report By
 JA1200  HISTORY     - UNK      MONUMENTED       DOD
 JA1200  HISTORY     - 1954     GOOD             NGS
 JA1200
 JA1200                          STATION DESCRIPTION
 JA1200
 JA1200'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1199 ***********************************************************************
 JA1199  DESIGNATION -  PBM 37 CAP USE
 JA1199  PID         -  JA1199
 JA1199  STATE/COUNTY-  IN/GIBSON
 JA1199  USGS QUAD   -  NEW HARMONY (1980)
 JA1199
 JA1199                         *CURRENT SURVEY CONTROL
 JA1199  ___________________________________________________________________
 JA1199* NAD 83(1986)-  38 14 32.     (N)    087 58 27.     (W)     SCALED    
 JA1199* NAVD 88     -       115.133  (meters)     377.73   (feet)  ADJUSTED  
 JA1199  ___________________________________________________________________
 JA1199  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 JA1199  DYNAMIC HT  -         115.058 (meters)     377.49  (feet)  COMP
 JA1199  MODELED GRAV-     979,972.9   (mgal)                       NAVD 88
 JA1199
 JA1199  VERT ORDER  -  FIRST     CLASS II
 JA1199
 JA1199.The horizontal coordinates were scaled from a topographic map and have
 JA1199.an estimated accuracy of +/- 6 seconds.
 JA1199
 JA1199.The orthometric height was determined by differential leveling
 JA1199.and adjusted by the National Geodetic Survey in June 1991..
 JA1199
 JA1199.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1199.See file dsdata.txt to determine how the superseded data were derived.
 JA1199
 JA1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH147331(NAD 83)
 JA1199_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1199_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1199_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA1199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1199
 JA1199  HISTORY     - Date     Condition        Report By
 JA1199  HISTORY     - UNK      MONUMENTED       DOD
 JA1199  HISTORY     - 1954     GOOD             NGS
 JA1199
 JA1199                          STATION DESCRIPTION
 JA1199
 JA1199'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1205 ***********************************************************************
 JA1205  DESIGNATION -  PBM 38 BOLT USE
 JA1205  PID         -  JA1205
 JA1205  STATE/COUNTY-  IN/POSEY
 JA1205  USGS QUAD   -  NEW HARMONY (1980)
 JA1205
 JA1205                         *CURRENT SURVEY CONTROL
 JA1205  ___________________________________________________________________
 JA1205* NAD 83(1986)-  38 11 16.     (N)    087 57 04.     (W)     SCALED    
 JA1205* NAVD 88     -       114.436  (meters)     375.45   (feet)  ADJUSTED  
 JA1205  ___________________________________________________________________
 JA1205  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 JA1205  DYNAMIC HT  -         114.360 (meters)     375.20  (feet)  COMP
 JA1205  MODELED GRAV-     979,963.9   (mgal)                       NAVD 88
 JA1205
 JA1205  VERT ORDER  -  FIRST     CLASS II
 JA1205
 JA1205.The horizontal coordinates were scaled from a topographic map and have
 JA1205.an estimated accuracy of +/- 6 seconds.
 JA1205
 JA1205.The orthometric height was determined by differential leveling
 JA1205.and adjusted by the National Geodetic Survey in June 1991..
 JA1205
 JA1205.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1205.See file dsdata.txt to determine how the superseded data were derived.
 JA1205
 JA1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH167270(NAD 83)
 JA1205_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1205_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1205_SP_SET: 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       DOD
 JA1205  HISTORY     - 1954     GOOD             NGS
 JA1205
 JA1205                          STATION DESCRIPTION
 JA1205
 JA1205'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1123 ***********************************************************************
 KA1123  DESIGNATION -  PBM 4 BOLT
 KA1123  PID         -  KA1123
 KA1123  STATE/COUNTY-  IN/VIGO
 KA1123  USGS QUAD   -  PIMENTO (1986)
 KA1123
 KA1123                         *CURRENT SURVEY CONTROL
 KA1123  ___________________________________________________________________
 KA1123* NAD 83(1986)-  39 22 07.     (N)    087 29 52.     (W)     SCALED    
 KA1123* NAVD 88     -       142.140  (meters)     466.34   (feet)  ADJUSTED  
 KA1123  ___________________________________________________________________
 KA1123  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KA1123  DYNAMIC HT  -         142.059 (meters)     466.07  (feet)  COMP
 KA1123  MODELED GRAV-     980,054.8   (mgal)                       NAVD 88
 KA1123
 KA1123  VERT ORDER  -  FIRST     CLASS II
 KA1123
 KA1123.The horizontal coordinates were scaled from a topographic map and have
 KA1123.an estimated accuracy of +/- 6 seconds.
 KA1123
 KA1123.The orthometric height was determined by differential leveling
 KA1123.and adjusted by the National Geodetic Survey in June 1991..
 KA1123
 KA1123.The geoid height was determined by GEOID03.
 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     -   457,500.      864,290.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1123.See file dsdata.txt to determine how the superseded data were derived.
 KA1123
 KA1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ571578(NAD 83)
 KA1123_MARKER: B = BOLT
 KA1123_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KA1123_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KA1123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1123
 KA1123  HISTORY     - Date     Condition        Report By
 KA1123  HISTORY     - UNK      MONUMENTED       DOD
 KA1123  HISTORY     - 1956     GOOD             NGS
 KA1123
 KA1123                          STATION DESCRIPTION
 KA1123
 KA1123'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1122 ***********************************************************************
 KA1122  DESIGNATION -  PBM 4 CAP
 KA1122  PID         -  KA1122
 KA1122  STATE/COUNTY-  IN/VIGO
 KA1122  USGS QUAD   -  PIMENTO (1986)
 KA1122
 KA1122                         *CURRENT SURVEY CONTROL
 KA1122  ___________________________________________________________________
 KA1122* NAD 83(1986)-  39 22 07.     (N)    087 29 52.     (W)     SCALED    
 KA1122* NAVD 88     -       143.377  (meters)     470.40   (feet)  ADJUSTED  
 KA1122  ___________________________________________________________________
 KA1122  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KA1122  DYNAMIC HT  -         143.295 (meters)     470.13  (feet)  COMP
 KA1122  MODELED GRAV-     980,054.8   (mgal)                       NAVD 88
 KA1122
 KA1122  VERT ORDER  -  FIRST     CLASS II
 KA1122
 KA1122.The horizontal coordinates were scaled from a topographic map and have
 KA1122.an estimated accuracy of +/- 6 seconds.
 KA1122
 KA1122.The orthometric height was determined by differential leveling
 KA1122.and adjusted by the National Geodetic Survey in June 1991..
 KA1122
 KA1122.The geoid height was determined by GEOID03.
 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     -   457,500.      864,290.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1122.See file dsdata.txt to determine how the superseded data were derived.
 KA1122
 KA1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ571578(NAD 83)
 KA1122_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KA1122_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KA1122_SP_SET: 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     - UNK      MONUMENTED       DOD
 KA1122  HISTORY     - 1956     GOOD             NGS
 KA1122
 KA1122                          STATION DESCRIPTION
 KA1122
 KA1122'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1217 ***********************************************************************
 JA1217  DESIGNATION -  PBM 40 BOLT USE
 JA1217  PID         -  JA1217
 JA1217  STATE/COUNTY-  IN/POSEY
 JA1217  USGS QUAD   -  NEW HARMONY (1980)
 JA1217
 JA1217                         *CURRENT SURVEY CONTROL
 JA1217  ___________________________________________________________________
 JA1217* NAD 83(1986)-  38 07 48.     (N)    087 56 21.     (W)     SCALED    
 JA1217* NAVD 88     -       114.613  (meters)     376.03   (feet)  ADJUSTED  
 JA1217  ___________________________________________________________________
 JA1217  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 JA1217  DYNAMIC HT  -         114.536 (meters)     375.77  (feet)  COMP
 JA1217  MODELED GRAV-     979,955.3   (mgal)                       NAVD 88
 JA1217
 JA1217  VERT ORDER  -  FIRST     CLASS II
 JA1217
 JA1217.The horizontal coordinates were scaled from a topographic map and have
 JA1217.an estimated accuracy of +/- 6 seconds.
 JA1217
 JA1217.The orthometric height was determined by differential leveling
 JA1217.and adjusted by the National Geodetic Survey in June 1991..
 JA1217
 JA1217.The geoid height was determined by GEOID03.
 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     -   320,270.      824,970.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1217.See file dsdata.txt to determine how the superseded data were derived.
 JA1217
 JA1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH176206(NAD 83)
 JA1217_MARKER: B = BOLT
 JA1217_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1217_SP_SET: 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       DOD
 JA1217  HISTORY     - 1954     GOOD             NGS
 JA1217
 JA1217                          STATION DESCRIPTION
 JA1217
 JA1217'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1216 ***********************************************************************
 JA1216  DESIGNATION -  PBM 40 CAP USE
 JA1216  PID         -  JA1216
 JA1216  STATE/COUNTY-  IN/POSEY
 JA1216  USGS QUAD   -  NEW HARMONY (1980)
 JA1216
 JA1216                         *CURRENT SURVEY CONTROL
 JA1216  ___________________________________________________________________
 JA1216* NAD 83(1986)-  38 07 48.     (N)    087 56 21.     (W)     SCALED    
 JA1216* NAVD 88     -       115.850  (meters)     380.08   (feet)  ADJUSTED  
 JA1216  ___________________________________________________________________
 JA1216  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 JA1216  DYNAMIC HT  -         115.772 (meters)     379.83  (feet)  COMP
 JA1216  MODELED GRAV-     979,955.3   (mgal)                       NAVD 88
 JA1216
 JA1216  VERT ORDER  -  FIRST     CLASS II
 JA1216
 JA1216.The horizontal coordinates were scaled from a topographic map and have
 JA1216.an estimated accuracy of +/- 6 seconds.
 JA1216
 JA1216.The orthometric height was determined by differential leveling
 JA1216.and adjusted by the National Geodetic Survey in June 1991..
 JA1216
 JA1216.The geoid height was determined by GEOID03.
 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     -   320,270.      824,970.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1216.See file dsdata.txt to determine how the superseded data were derived.
 JA1216
 JA1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH176206(NAD 83)
 JA1216_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1216_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1216_SP_SET: 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 27, 2006
 JA1216
 JA1216  HISTORY     - Date     Condition        Report By
 JA1216  HISTORY     - UNK      MONUMENTED       DOD
 JA1216  HISTORY     - 1954     GOOD             NGS
 JA1216  HISTORY     - 20060727 GOOD             ILDT
 JA1216
 JA1216                          STATION DESCRIPTION
 JA1216
 JA1216'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1223 ***********************************************************************
 JA1223  DESIGNATION -  PBM 43 BOLT USE
 JA1223  PID         -  JA1223
 JA1223  STATE/COUNTY-  IN/POSEY
 JA1223  USGS QUAD   -  SOLITUDE (1981)
 JA1223
 JA1223                         *CURRENT SURVEY CONTROL
 JA1223  ___________________________________________________________________
 JA1223* NAD 83(1986)-  38 05 29.     (N)    087 57 15.     (W)     SCALED    
 JA1223* NAVD 88     -       110.477  (meters)     362.46   (feet)  ADJUSTED  
 JA1223  ___________________________________________________________________
 JA1223  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 JA1223  DYNAMIC HT  -         110.403 (meters)     362.21  (feet)  COMP
 JA1223  MODELED GRAV-     979,953.0   (mgal)                       NAVD 88
 JA1223
 JA1223  VERT ORDER  -  FIRST     CLASS II
 JA1223
 JA1223.The horizontal coordinates were scaled from a topographic map and have
 JA1223.an estimated accuracy of +/- 6 seconds.
 JA1223
 JA1223.The orthometric height was determined by differential leveling
 JA1223.and adjusted by the National Geodetic Survey in June 1991..
 JA1223
 JA1223.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1223.See file dsdata.txt to determine how the superseded data were derived.
 JA1223
 JA1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH163163(NAD 83)
 JA1223_MARKER: B = BOLT
 JA1223_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1223_SP_SET: 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       DOD
 JA1223  HISTORY     - 1954     GOOD             NGS
 JA1223
 JA1223                          STATION DESCRIPTION
 JA1223
 JA1223'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1222 ***********************************************************************
 JA1222  DESIGNATION -  PBM 43 CAP USE
 JA1222  PID         -  JA1222
 JA1222  STATE/COUNTY-  IN/POSEY
 JA1222  USGS QUAD   -  SOLITUDE (1981)
 JA1222
 JA1222                         *CURRENT SURVEY CONTROL
 JA1222  ___________________________________________________________________
 JA1222* NAD 83(1986)-  38 05 29.     (N)    087 57 15.     (W)     SCALED    
 JA1222* NAVD 88     -       111.715  (meters)     366.52   (feet)  ADJUSTED  
 JA1222  ___________________________________________________________________
 JA1222  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 JA1222  DYNAMIC HT  -         111.639 (meters)     366.27  (feet)  COMP
 JA1222  MODELED GRAV-     979,953.0   (mgal)                       NAVD 88
 JA1222
 JA1222  VERT ORDER  -  FIRST     CLASS II
 JA1222
 JA1222.The horizontal coordinates were scaled from a topographic map and have
 JA1222.an estimated accuracy of +/- 6 seconds.
 JA1222
 JA1222.The orthometric height was determined by differential leveling
 JA1222.and adjusted by the National Geodetic Survey in June 1991..
 JA1222
 JA1222.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1222.See file dsdata.txt to determine how the superseded data were derived.
 JA1222
 JA1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH163163(NAD 83)
 JA1222_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1222_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1222_SP_SET: 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       DOD
 JA1222  HISTORY     - 1954     GOOD             NGS
 JA1222
 JA1222                          STATION DESCRIPTION
 JA1222
 JA1222'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1233 ***********************************************************************
 JA1233  DESIGNATION -  PBM 44 BOLT USE
 JA1233  PID         -  JA1233
 JA1233  STATE/COUNTY-  IN/POSEY
 JA1233  USGS QUAD   -  SOLITUDE (1981)
 JA1233
 JA1233                         *CURRENT SURVEY CONTROL
 JA1233  ___________________________________________________________________
 JA1233* NAD 83(1986)-  38 03 00.     (N)    087 59 48.     (W)     SCALED    
 JA1233* NAVD 88     -       110.132  (meters)     361.32   (feet)  ADJUSTED  
 JA1233  ___________________________________________________________________
 JA1233  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 JA1233  DYNAMIC HT  -         110.057 (meters)     361.08  (feet)  COMP
 JA1233  MODELED GRAV-     979,951.9   (mgal)                       NAVD 88
 JA1233
 JA1233  VERT ORDER  -  FIRST     CLASS II
 JA1233
 JA1233.The horizontal coordinates were scaled from a topographic map and have
 JA1233.an estimated accuracy of +/- 6 seconds.
 JA1233
 JA1233.The orthometric height was determined by differential leveling
 JA1233.and adjusted by the National Geodetic Survey in June 1991..
 JA1233
 JA1233.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1233.See file dsdata.txt to determine how the superseded data were derived.
 JA1233
 JA1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH125118(NAD 83)
 JA1233_MARKER: B = BOLT
 JA1233_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1233_SP_SET: 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       DOD
 JA1233  HISTORY     - 1954     GOOD             NGS
 JA1233
 JA1233                          STATION DESCRIPTION
 JA1233
 JA1233'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1232 ***********************************************************************
 JA1232  DESIGNATION -  PBM 44 CAP USE
 JA1232  PID         -  JA1232
 JA1232  STATE/COUNTY-  IN/POSEY
 JA1232  USGS QUAD   -  SOLITUDE (1981)
 JA1232
 JA1232                         *CURRENT SURVEY CONTROL
 JA1232  ___________________________________________________________________
 JA1232* NAD 83(1986)-  38 02 59.     (N)    087 59 48.     (W)     SCALED    
 JA1232* NAVD 88     -       111.383  (meters)     365.43   (feet)  ADJUSTED  
 JA1232  ___________________________________________________________________
 JA1232  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 JA1232  DYNAMIC HT  -         111.308 (meters)     365.18  (feet)  COMP
 JA1232  MODELED GRAV-     979,951.9   (mgal)                       NAVD 88
 JA1232
 JA1232  VERT ORDER  -  FIRST     CLASS II
 JA1232
 JA1232.The horizontal coordinates were scaled from a topographic map and have
 JA1232.an estimated accuracy of +/- 6 seconds.
 JA1232
 JA1232.The orthometric height was determined by differential leveling
 JA1232.and adjusted by the National Geodetic Survey in June 1991..
 JA1232
 JA1232.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1232.See file dsdata.txt to determine how the superseded data were derived.
 JA1232
 JA1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH125118(NAD 83)
 JA1232_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JA1232_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1232_SP_SET: 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       DOD
 JA1232  HISTORY     - 1954     GOOD             NGS
 JA1232
 JA1232                          STATION DESCRIPTION
 JA1232
 JA1232'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HB0101 ***********************************************************************
 HB0101  DESIGNATION -  PBM 48 BOLT USE
 HB0101  PID         -  HB0101
 HB0101  STATE/COUNTY-  IN/POSEY
 HB0101  USGS QUAD   -  EMMA (1978)
 HB0101
 HB0101                         *CURRENT SURVEY CONTROL
 HB0101  ___________________________________________________________________
 HB0101* NAD 83(1986)-  37 53 22.     (N)    088 03 21.     (W)     SCALED    
 HB0101* NAVD 88     -       110.050  (meters)     361.06   (feet)  ADJUSTED  
 HB0101  ___________________________________________________________________
 HB0101  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 HB0101  DYNAMIC HT  -         109.975 (meters)     360.81  (feet)  COMP
 HB0101  MODELED GRAV-     979,947.9   (mgal)                       NAVD 88
 HB0101
 HB0101  VERT ORDER  -  FIRST     CLASS II
 HB0101
 HB0101.The horizontal coordinates were scaled from a topographic map and have
 HB0101.an estimated accuracy of +/- 6 seconds.
 HB0101
 HB0101.The orthometric height was determined by differential leveling
 HB0101.and adjusted by the National Geodetic Survey in June 1991..
 HB0101
 HB0101.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HB0101
 HB0101  NGVD 29 (??/??/??)  110.158  (m)          361.41   (f) ADJUSTED    1 2
 HB0101
 HB0101.Superseded values are not recommended for survey control.
 HB0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0101.See file dsdata.txt to determine how the superseded data were derived.
 HB0101
 HB0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG071940(NAD 83)
 HB0101_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HB0101_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0101_SP_SET: 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       DOD
 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 = OCTOBER  6, 2006
 HB0100 ***********************************************************************
 HB0100  DESIGNATION -  PBM 48 CAP USE
 HB0100  PID         -  HB0100
 HB0100  STATE/COUNTY-  IN/POSEY
 HB0100  USGS QUAD   -  EMMA (1978)
 HB0100
 HB0100                         *CURRENT SURVEY CONTROL
 HB0100  ___________________________________________________________________
 HB0100* NAD 83(1986)-  37 53 22.     (N)    088 03 21.     (W)     SCALED    
 HB0100* NAVD 88     -       111.281  (meters)     365.09   (feet)  ADJUSTED  
 HB0100  ___________________________________________________________________
 HB0100  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 HB0100  DYNAMIC HT  -         111.205 (meters)     364.85  (feet)  COMP
 HB0100  MODELED GRAV-     979,947.9   (mgal)                       NAVD 88
 HB0100
 HB0100  VERT ORDER  -  FIRST     CLASS II
 HB0100
 HB0100.The horizontal coordinates were scaled from a topographic map and have
 HB0100.an estimated accuracy of +/- 6 seconds.
 HB0100
 HB0100.The orthometric height was determined by differential leveling
 HB0100.and adjusted by the National Geodetic Survey in June 1991..
 HB0100
 HB0100.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HB0100
 HB0100  NGVD 29 (??/??/??)  111.389  (m)          365.45   (f) ADJUSTED    1 2
 HB0100
 HB0100.Superseded values are not recommended for survey control.
 HB0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0100.See file dsdata.txt to determine how the superseded data were derived.
 HB0100
 HB0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG071940(NAD 83)
 HB0100_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HB0100_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0100_SP_SET: 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       DOD
 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 = OCTOBER  6, 2006
 HB0098 ***********************************************************************
 HB0098  DESIGNATION -  PBM 49 BOLT USE
 HB0098  PID         -  HB0098
 HB0098  STATE/COUNTY-  IN/POSEY
 HB0098  USGS QUAD   -  EMMA (1978)
 HB0098
 HB0098                         *CURRENT SURVEY CONTROL
 HB0098  ___________________________________________________________________
 HB0098* NAD 83(1986)-  37 52 49.     (N)    088 04 25.     (W)     SCALED    
 HB0098* NAVD 88     -       109.236  (meters)     358.39   (feet)  ADJUSTED  
 HB0098  ___________________________________________________________________
 HB0098  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 HB0098  DYNAMIC HT  -         109.161 (meters)     358.14  (feet)  COMP
 HB0098  MODELED GRAV-     979,948.2   (mgal)                       NAVD 88
 HB0098
 HB0098  VERT ORDER  -  FIRST     CLASS II
 HB0098
 HB0098.The horizontal coordinates were scaled from a topographic map and have
 HB0098.an estimated accuracy of +/- 6 seconds.
 HB0098
 HB0098.The orthometric height was determined by differential leveling
 HB0098.and adjusted by the National Geodetic Survey in June 1991..
 HB0098
 HB0098.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HB0098
 HB0098  NGVD 29 (??/??/??)  109.343  (m)          358.74   (f) ADJUSTED    1 2
 HB0098
 HB0098.Superseded values are not recommended for survey control.
 HB0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0098.See file dsdata.txt to determine how the superseded data were derived.
 HB0098
 HB0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG055930(NAD 83)
 HB0098_MARKER: B = BOLT
 HB0098_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0098_SP_SET: 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       DOD
 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 = OCTOBER  6, 2006
 HB0097 ***********************************************************************
 HB0097  DESIGNATION -  PBM 49 CAP USE
 HB0097  PID         -  HB0097
 HB0097  STATE/COUNTY-  IN/POSEY
 HB0097  USGS QUAD   -  EMMA (1978)
 HB0097
 HB0097                         *CURRENT SURVEY CONTROL
 HB0097  ___________________________________________________________________
 HB0097* NAD 83(1986)-  37 52 48.     (N)    088 04 25.     (W)     SCALED    
 HB0097* NAVD 88     -       110.478  (meters)     362.46   (feet)  ADJUSTED  
 HB0097  ___________________________________________________________________
 HB0097  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 HB0097  DYNAMIC HT  -         110.403 (meters)     362.21  (feet)  COMP
 HB0097  MODELED GRAV-     979,948.2   (mgal)                       NAVD 88
 HB0097
 HB0097  VERT ORDER  -  FIRST     CLASS II
 HB0097
 HB0097.The horizontal coordinates were scaled from a topographic map and have
 HB0097.an estimated accuracy of +/- 6 seconds.
 HB0097
 HB0097.The orthometric height was determined by differential leveling
 HB0097.and adjusted by the National Geodetic Survey in June 1991..
 HB0097
 HB0097.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 HB0097
 HB0097  NGVD 29 (??/??/??)  110.590  (m)          362.83   (f) ADJUSTED    1 2
 HB0097
 HB0097.Superseded values are not recommended for survey control.
 HB0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0097.See file dsdata.txt to determine how the superseded data were derived.
 HB0097
 HB0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG055930(NAD 83)
 HB0097_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HB0097_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0097_SP_SET: 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       DOD
 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 = OCTOBER  6, 2006
 JA0690 ***********************************************************************
 JA0690  DESIGNATION -  PBM 50 BRWE
 JA0690  PID         -  JA0690
 JA0690  STATE/COUNTY-  IN/MARTIN
 JA0690  USGS QUAD   -  SHOALS (1993)
 JA0690
 JA0690                         *CURRENT SURVEY CONTROL
 JA0690  ___________________________________________________________________
 JA0690* NAD 83(1986)-  38 39 59.     (N)    086 47 34.     (W)     SCALED    
 JA0690* NAVD 88     -       146.579  (meters)     480.90   (feet)  ADJUSTED  
 JA0690  ___________________________________________________________________
 JA0690  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 JA0690  DYNAMIC HT  -         146.484 (meters)     480.59  (feet)  COMP
 JA0690  MODELED GRAV-     979,976.7   (mgal)                       NAVD 88
 JA0690
 JA0690  VERT ORDER  -  FIRST     CLASS II
 JA0690
 JA0690.The horizontal coordinates were scaled from a topographic map and have
 JA0690.an estimated accuracy of +/- 6 seconds.
 JA0690
 JA0690.The orthometric height was determined by differential leveling
 JA0690.and adjusted by the National Geodetic Survey in June 1991..
 JA0690
 JA0690.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0690.See file dsdata.txt to determine how the superseded data were derived.
 JA0690
 JA0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH180797(NAD 83)
 JA0690_MARKER: DD = SURVEY DISK
 JA0690_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0690_SP_SET: PIER
 JA0690_STAMPING: P 50
 JA0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0690
 JA0690  HISTORY     - Date     Condition        Report By
 JA0690  HISTORY     - UNK      MONUMENTED       BRWE
 JA0690  HISTORY     - 1930     GOOD             NGS
 JA0690
 JA0690                          STATION DESCRIPTION
 JA0690
 JA0690'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1280 ***********************************************************************
 KA1280  DESIGNATION -  PBM 6 BOLT
 KA1280  PID         -  KA1280
 KA1280  STATE/COUNTY-  IN/VIGO
 KA1280  USGS QUAD   -  HUTTON (1983)
 KA1280
 KA1280                         *CURRENT SURVEY CONTROL
 KA1280  ___________________________________________________________________
 KA1280* NAD 83(1986)-  39 18 42.     (N)    087 36 12.     (W)     SCALED    
 KA1280* NAVD 88     -       137.005  (meters)     449.49   (feet)  ADJUSTED  
 KA1280  ___________________________________________________________________
 KA1280  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KA1280  DYNAMIC HT  -         136.926 (meters)     449.23  (feet)  COMP
 KA1280  MODELED GRAV-     980,048.6   (mgal)                       NAVD 88
 KA1280
 KA1280  VERT ORDER  -  FIRST     CLASS II
 KA1280
 KA1280.The horizontal coordinates were scaled from a topographic map and have
 KA1280.an estimated accuracy of +/- 6 seconds.
 KA1280
 KA1280.The orthometric height was determined by differential leveling
 KA1280.and adjusted by the National Geodetic Survey in June 1991..
 KA1280
 KA1280.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1280.See file dsdata.txt to determine how the superseded data were derived.
 KA1280
 KA1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ479515(NAD 83)
 KA1280_MARKER: B = BOLT
 KA1280_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KA1280_SP_SET: 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     - UNK      MONUMENTED       DOD
 KA1280  HISTORY     - 1956     GOOD             NGS
 KA1280
 KA1280                          STATION DESCRIPTION
 KA1280
 KA1280'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1279 ***********************************************************************
 KA1279  DESIGNATION -  PBM 6 CAP
 KA1279  PID         -  KA1279
 KA1279  STATE/COUNTY-  IN/VIGO
 KA1279  USGS QUAD   -  HUTTON (1983)
 KA1279
 KA1279                         *CURRENT SURVEY CONTROL
 KA1279  ___________________________________________________________________
 KA1279* NAD 83(1986)-  39 18 42.     (N)    087 36 12.     (W)     SCALED    
 KA1279* NAVD 88     -       138.249  (meters)     453.57   (feet)  ADJUSTED  
 KA1279  ___________________________________________________________________
 KA1279  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KA1279  DYNAMIC HT  -         138.169 (meters)     453.31  (feet)  COMP
 KA1279  MODELED GRAV-     980,048.6   (mgal)                       NAVD 88
 KA1279
 KA1279  VERT ORDER  -  FIRST     CLASS II
 KA1279
 KA1279.The horizontal coordinates were scaled from a topographic map and have
 KA1279.an estimated accuracy of +/- 6 seconds.
 KA1279
 KA1279.The orthometric height was determined by differential leveling
 KA1279.and adjusted by the National Geodetic Survey in June 1991..
 KA1279
 KA1279.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1279.See file dsdata.txt to determine how the superseded data were derived.
 KA1279
 KA1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ479515(NAD 83)
 KA1279_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KA1279_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KA1279_SP_SET: 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     - UNK      MONUMENTED       DOD
 KA1279  HISTORY     - 1956     GOOD             NGS
 KA1279
 KA1279                          STATION DESCRIPTION
 KA1279
 KA1279'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JB0191 ***********************************************************************
 JB0191  DESIGNATION -  PBM ALDRICH
 JB0191  PID         -  JB0191
 JB0191  STATE/COUNTY-  IN/POSEY
 JB0191  USGS QUAD   -  MAUNIE (1974)
 JB0191
 JB0191                         *CURRENT SURVEY CONTROL
 JB0191  ___________________________________________________________________
 JB0191* NAD 83(1986)-  38 02 44.     (N)    088 02 04.     (W)     SCALED    
 JB0191* NAVD 88     -       113.184  (meters)     371.34   (feet)  ADJUSTED  
 JB0191  ___________________________________________________________________
 JB0191  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 JB0191  DYNAMIC HT  -         113.107 (meters)     371.09  (feet)  COMP
 JB0191  MODELED GRAV-     979,953.7   (mgal)                       NAVD 88
 JB0191
 JB0191  VERT ORDER  -  FIRST     CLASS II
 JB0191
 JB0191.The horizontal coordinates were scaled from a topographic map and have
 JB0191.an estimated accuracy of +/- 6 seconds.
 JB0191
 JB0191.The orthometric height was determined by differential leveling
 JB0191.and adjusted by the National Geodetic Survey in June 1991..
 JB0191
 JB0191.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0191.See file dsdata.txt to determine how the superseded data were derived.
 JB0191
 JB0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH092113(NAD 83)
 JB0191_MARKER: P = PIPE CAP
 JB0191_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JB0191_SP_SET: 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       DOD
 JB0191  HISTORY     - 1954     GOOD             NGS
 JB0191
 JB0191                          STATION DESCRIPTION
 JB0191
 JB0191'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1161 ***********************************************************************
 JA1161  DESIGNATION -  PBM GRAND RAPIDS USE
 JA1161  PID         -  JA1161
 JA1161  STATE/COUNTY-  IN/KNOX
 JA1161  USGS QUAD   -  EAST MOUNT CARMEL (1989)
 JA1161
 JA1161                         *CURRENT SURVEY CONTROL
 JA1161  ___________________________________________________________________
 JA1161* NAD 83(1986)-  38 26 05.     (N)    087 44 24.     (W)     SCALED    
 JA1161* NAVD 88     -       120.539  (meters)     395.47   (feet)  ADJUSTED  
 JA1161  ___________________________________________________________________
 JA1161  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JA1161  DYNAMIC HT  -         120.462 (meters)     395.22  (feet)  COMP
 JA1161  MODELED GRAV-     979,993.7   (mgal)                       NAVD 88
 JA1161
 JA1161  VERT ORDER  -  FIRST     CLASS II
 JA1161
 JA1161.The horizontal coordinates were scaled from a topographic map and have
 JA1161.an estimated accuracy of +/- 6 seconds.
 JA1161
 JA1161.The orthometric height was determined by differential leveling
 JA1161.and adjusted by the National Geodetic Survey in June 1991..
 JA1161
 JA1161.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1161.See file dsdata.txt to determine how the superseded data were derived.
 JA1161
 JA1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH354543(NAD 83)
 JA1161_MARKER: Z = SEE DESCRIPTION
 JA1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1161_SP_SET: STONE
 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       DOD
 JA1161  HISTORY     - 1954     GOOD             NGS
 JA1161
 JA1161                          STATION DESCRIPTION
 JA1161
 JA1161'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1332 ***********************************************************************
 KA1332  DESIGNATION -  PBM RIVERTON
 KA1332  PID         -  KA1332
 KA1332  STATE/COUNTY-  IN/SULLIVAN
 KA1332  USGS QUAD   -  MEROM (1986)
 KA1332
 KA1332                         *CURRENT SURVEY CONTROL
 KA1332  ___________________________________________________________________
 KA1332* NAD 83(1986)-  39 01 13.     (N)    087 34 04.     (W)     SCALED    
 KA1332* NAVD 88     -       134.549  (meters)     441.43   (feet)  ADJUSTED  
 KA1332  ___________________________________________________________________
 KA1332  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KA1332  DYNAMIC HT  -         134.469 (meters)     441.17  (feet)  COMP
 KA1332  MODELED GRAV-     980,032.7   (mgal)                       NAVD 88
 KA1332
 KA1332  VERT ORDER  -  FIRST     CLASS II
 KA1332
 KA1332.The horizontal coordinates were scaled from a topographic map and have
 KA1332.an estimated accuracy of +/- 6 seconds.
 KA1332
 KA1332.The orthometric height was determined by differential leveling
 KA1332.and adjusted by the National Geodetic Survey in June 1991..
 KA1332.WARNING-Repeat measurements at this control monument indicate possible
 KA1332.vertical movement.
 KA1332
 KA1332.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1332.See file dsdata.txt to determine how the superseded data were derived.
 KA1332
 KA1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ508191(NAD 83)
 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     - UNK      MONUMENTED       DOD
 KA1332  HISTORY     - 1956     GOOD             NGS
 KA1332
 KA1332                          STATION DESCRIPTION
 KA1332
 KA1332'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8500 ***********************************************************************
 AE8500  CBN         -  This is a Cooperative Base Network Control Station.
 AE8500  DESIGNATION -  PC 64
 AE8500  PID         -  AE8500
 AE8500  STATE/COUNTY-  IN/PIKE
 AE8500  USGS QUAD   -  VELPEN (1980)
 AE8500
 AE8500                         *CURRENT SURVEY CONTROL
 AE8500  ___________________________________________________________________
 AE8500* NAD 83(1997)-  38 18 19.78158(N)    087 05 30.96143(W)     ADJUSTED  
 AE8500* NAVD 88     -       165.3    (meters)     542.     (feet)  GPS OBS   
 AE8500  ___________________________________________________________________
 AE8500  X           -     254,255.506 (meters)                     COMP
 AE8500  Y           -  -5,005,132.116 (meters)                     COMP
 AE8500  Z           -   3,932,192.088 (meters)                     COMP
 AE8500  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 AE8500  ELLIP HEIGHT-         133.36  (meters)          (04/10/98) GPS OBS
 AE8500  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 AE8500
 AE8500  HORZ ORDER  -  B
 AE8500  ELLP ORDER  -  FOURTH    CLASS I
 AE8500
 AE8500.The horizontal coordinates were established by GPS observations
 AE8500.and adjusted by the National Geodetic Survey in April 1998..
 AE8500
 AE8500.The orthometric height was determined by GPS observations and a
 AE8500.high-resolution geoid model.
 AE8500
 AE8500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8500
 AE8500.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8500
 AE8500.The ellipsoidal height was determined by GPS observations
 AE8500.and is referenced to NAD 83.
 AE8500
 AE8500.The geoid height was determined by GEOID03.
 AE8500
 AE8500;                    North         East     Units Scale Factor Converg.
 AE8500;SPC IN W     -   339,402.671   899,247.775   MT  0.99996667   -0 00 19.2
 AE8500;SPC IN W     - 1,113,523.60  2,950,282.08   sFT  0.99996667   -0 00 19.2
 AE8500;UTM  16      - 4,239,715.193   491,962.062   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  =   0.99957988
 AE8500
 AE8500                          SUPERSEDED SURVEY CONTROL
 AE8500
 AE8500.No superseded survey control is available for this station.
 AE8500
 AE8500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH9196239715(NAD 83)
 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 - August 21, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0787 ***********************************************************************
 MD0787  DESIGNATION -  PEABODY NO 1
 MD0787  PID         -  MD0787
 MD0787  STATE/COUNTY-  IN/WHITLEY
 MD0787  USGS QUAD   -  LAUD (1961)
 MD0787
 MD0787                         *CURRENT SURVEY CONTROL
 MD0787  ___________________________________________________________________
 MD0787* NAD 83(1986)-  41 04 40.     (N)    085 28 14.     (W)     SCALED    
 MD0787* NAVD 88     -       258.037  (meters)     846.58   (feet)  ADJUSTED  
 MD0787  ___________________________________________________________________
 MD0787  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 MD0787  DYNAMIC HT  -         257.932 (meters)     846.23  (feet)  COMP
 MD0787  MODELED GRAV-     980,209.0   (mgal)                       NAVD 88
 MD0787
 MD0787  VERT ORDER  -  SECOND    CLASS 0
 MD0787
 MD0787.The horizontal coordinates were scaled from a topographic map and have
 MD0787.an estimated accuracy of +/- 6 seconds.
 MD0787
 MD0787.The orthometric height was determined by differential leveling
 MD0787.and adjusted by the National Geodetic Survey in June 1991..
 MD0787
 MD0787.The geoid height was determined by GEOID03.
 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     -   647,210.      116,480.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0787.See file dsdata.txt to determine how the superseded data were derived.
 MD0787
 MD0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL284485(NAD 83)
 MD0787_MARKER: DR = REFERENCE MARK DISK
 MD0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0787_STAMPING: PEABODY NO 1 1946
 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             NGS
 MD0787
 MD0787                          STATION DESCRIPTION
 MD0787
 MD0787'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME2256 ***********************************************************************
 ME2256  DESIGNATION -  PEACOCK
 ME2256  PID         -  ME2256
 ME2256  STATE/COUNTY-  IN/ST JOSEPH
 ME2256  USGS QUAD   -  LAKEVILLE (1980)
 ME2256
 ME2256                         *CURRENT SURVEY CONTROL
 ME2256  ___________________________________________________________________
 ME2256* NAD 83(1997)-  41 36 18.50776(N)    086 16 39.01239(W)     ADJUSTED  
 ME2256* NAVD 88     -       254.64   (+/-2cm)     835.4    (feet)  VERTCON   
 ME2256  ___________________________________________________________________
 ME2256  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 ME2256  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME2256
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2256
 ME2256.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2256
 ME2256.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  254.75   (m)          835.8    (f) LEVELING    3  
 ME2256
 ME2256.Superseded values are not recommended for survey control.
 ME2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2256.See file dsdata.txt to determine how the superseded data were derived.
 ME2256
 ME2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6020406189(NAD 83)
 ME2256_MARKER: DS = TRIANGULATION STATION DISK
 ME2256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HA1512 ***********************************************************************
 HA1512  DESIGNATION -  PEDIGO
 HA1512  PID         -  HA1512
 HA1512  STATE/COUNTY-  IN/SPENCER
 HA1512  USGS QUAD   -  ROCKPORT (1982)
 HA1512
 HA1512                         *CURRENT SURVEY CONTROL
 HA1512  ___________________________________________________________________
 HA1512* NAD 83(1997)-  37 54 57.89344(N)    087 06 48.20886(W)     ADJUSTED  
 HA1512* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 HA1512  ___________________________________________________________________
 HA1512  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 HA1512  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 HA1512
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA1512
 HA1512.The geoid height was determined by GEOID03.
 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     -   0.99998214  x   0.99996675  =   0.99994889
 HA1512!SPC KY1Z     -   0.99998214  x   0.99990518  =   0.99988732
 HA1512!SPC KY S     -   0.99998214  x   0.99999690  =   0.99997904
 HA1512!UTM  16      -   0.99998214  x   0.99960122  =   0.99958337
 HA1512
 HA1512:                Primary Azimuth Mark                     Grid Az
 HA1512:SPC IN W     -  ROCKPORT ELECTRICAL AND WATER CO STACK   115 46 13.7
 HA1512:SPC KY1Z     -  ROCKPORT ELECTRICAL AND WATER CO STACK   116 35 20.6
 HA1512:SPC KY S     -  ROCKPORT ELECTRICAL AND WATER CO STACK   116 34 43.8
 HA1512:UTM  16      -  ROCKPORT ELECTRICAL AND WATER CO STACK   115 49 18.0
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1512.See file dsdata.txt to determine how the superseded data were derived.
 HA1512
 HA1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG9003396510(NAD 83)
 HA1512_MARKER: DS = TRIANGULATION STATION DISK
 HA1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA2042 ***********************************************************************
 KA2042  DESIGNATION -  PEIRCE
 KA2042  PID         -  KA2042
 KA2042  STATE/COUNTY-  IN/MARION
 KA2042  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA2042
 KA2042                         *CURRENT SURVEY CONTROL
 KA2042  ___________________________________________________________________
 KA2042* NAD 83(1997)-  39 46 20.45138(N)    086 10 25.95676(W)     ADJUSTED  
 KA2042* NAVD 88     -       215.69   (meters)     707.6    (feet)  RESET     
 KA2042  ___________________________________________________________________
 KA2042  X           -     327,575.593 (meters)                     COMP
 KA2042  Y           -  -4,898,115.205 (meters)                     COMP
 KA2042  Z           -   4,058,706.771 (meters)                     COMP
 KA2042  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 KA2042  ELLIP HEIGHT-         182.23  (meters)          (05/25/99) GPS OBS
 KA2042  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KA2042
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2042
 KA2042.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2042
 KA2042.The ellipsoidal height was determined by GPS observations
 KA2042.and is referenced to NAD 83.
 KA2042
 KA2042.The geoid height was determined by GEOID03.
 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                          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 (02/23/89)  215.82   (m)          708.1    (f) LEVELING    3  
 KA2042
 KA2042.Superseded values are not recommended for survey control.
 KA2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2042.See file dsdata.txt to determine how the superseded data were derived.
 KA2042
 KA2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7075202817(NAD 83)
 KA2042_MARKER: DB = BENCH MARK 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 17, 2001
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0228 ***********************************************************************
 JA0228  DESIGNATION -  PEKIN
 JA0228  PID         -  JA0228
 JA0228  STATE/COUNTY-  IN/WASHINGTON
 JA0228  USGS QUAD   -  SALEM (1994)
 JA0228
 JA0228                         *CURRENT SURVEY CONTROL
 JA0228  ___________________________________________________________________
 JA0228* NAD 83(1997)-  38 30 32.21447(N)    086 00 35.85586(W)     ADJUSTED  
 JA0228* NAVD 88     -       249.133  (meters)     817.36   (feet)  ADJUSTED  
 JA0228  ___________________________________________________________________
 JA0228  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 JA0228  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JA0228  DYNAMIC HT  -         248.965 (meters)     816.81  (feet)  COMP
 JA0228  MODELED GRAV-     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
 JA0228.and adjusted by the National Geodetic Survey in June 1991..
 JA0228
 JA0228.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0228
 JA0228.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996615  x   0.99997770  =   0.99994385
 JA0228!UTM  16      -   0.99996615  x   0.99969176  =   0.99965792
 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
 JA0228.Superseded values are not recommended for survey control.
 JA0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0228.See file dsdata.txt to determine how the superseded data were derived.
 JA0228
 JA0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8632062751(NAD 83)
 JA0228_MARKER: DS = TRIANGULATION STATION DISK
 JA0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0228_STAMPING: PEKIN 1946
 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             NGS
 JA0228  HISTORY     - 1967     GOOD             CGS
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0438 ***********************************************************************
 JA0438  DESIGNATION -  PEKIN AZ MK
 JA0438  PID         -  JA0438
 JA0438  STATE/COUNTY-  IN/WASHINGTON
 JA0438  USGS QUAD   -  PALMYRA (1994)
 JA0438
 JA0438                         *CURRENT SURVEY CONTROL
 JA0438  ___________________________________________________________________
 JA0438* NAD 83(1997)-  38 29 39.22547(N)    086 00 32.66442(W)     ADJUSTED  
 JA0438* NAVD 88     -       216.895  (meters)     711.60   (feet)  ADJUSTED  
 JA0438  ___________________________________________________________________
 JA0438  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 JA0438  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 JA0438  DYNAMIC HT  -         216.747 (meters)     711.11  (feet)  COMP
 JA0438  MODELED GRAV-     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
 JA0438.and adjusted by the National Geodetic Survey in June 1991..
 JA0438
 JA0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0438
 JA0438.The geoid height was determined by GEOID03.
 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;                    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     -   0.99997121  x   0.99997765  =   0.99994886
 JA0438!UTM  16      -   0.99997121  x   0.99969196  =   0.99966318
 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
 JA0438.Superseded values are not recommended for survey control.
 JA0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0438.See file dsdata.txt to determine how the superseded data were derived.
 JA0438
 JA0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8641561118(NAD 83)
 JA0438_MARKER: DZ = AZIMUTH MARK DISK
 JA0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0438_STAMPING: PEKIN 1946
 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             NGS
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0229 ***********************************************************************
 JA0229  DESIGNATION -  PEKIN RM 1
 JA0229  PID         -  JA0229
 JA0229  STATE/COUNTY-  IN/WASHINGTON
 JA0229  USGS QUAD   -  SALEM (1994)
 JA0229
 JA0229                         *CURRENT SURVEY CONTROL
 JA0229  ___________________________________________________________________
 JA0229* NAD 83(1986)-  38 30 32.     (N)    086 00 35.     (W)     SCALED    
 JA0229* NAVD 88     -       246.206  (meters)     807.76   (feet)  ADJUSTED  
 JA0229  ___________________________________________________________________
 JA0229  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JA0229  DYNAMIC HT  -         246.039 (meters)     807.21  (feet)  COMP
 JA0229  MODELED GRAV-     979,946.3   (mgal)                       NAVD 88
 JA0229
 JA0229  VERT ORDER  -  FIRST     CLASS II
 JA0229
 JA0229.The horizontal coordinates were scaled from a topographic map and have
 JA0229.an estimated accuracy of +/- 6 seconds.
 JA0229
 JA0229.The orthometric height was determined by differential leveling
 JA0229.and adjusted by the National Geodetic Survey in June 1991..
 JA0229
 JA0229.The geoid height was determined by GEOID03.
 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     -   362,040.       70,080.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0229.See file dsdata.txt to determine how the superseded data were derived.
 JA0229
 JA0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH863627(NAD 83)
 JA0229_MARKER: DR = REFERENCE MARK DISK
 JA0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0229_STAMPING: PEKIN NO 1 1946
 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             NGS
 JA0229
 JA0229                          STATION DESCRIPTION
 JA0229
 JA0229'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0230 ***********************************************************************
 JA0230  DESIGNATION -  PEKIN RM 2
 JA0230  PID         -  JA0230
 JA0230  STATE/COUNTY-  IN/WASHINGTON
 JA0230  USGS QUAD   -  SALEM (1994)
 JA0230
 JA0230                         *CURRENT SURVEY CONTROL
 JA0230  ___________________________________________________________________
 JA0230* NAD 83(1986)-  38 30 32.     (N)    086 00 35.     (W)     SCALED    
 JA0230* NAVD 88     -       247.871  (meters)     813.22   (feet)  ADJUSTED  
 JA0230  ___________________________________________________________________
 JA0230  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JA0230  DYNAMIC HT  -         247.704 (meters)     812.68  (feet)  COMP
 JA0230  MODELED GRAV-     979,946.3   (mgal)                       NAVD 88
 JA0230
 JA0230  VERT ORDER  -  FIRST     CLASS II
 JA0230
 JA0230.The horizontal coordinates were scaled from a topographic map and have
 JA0230.an estimated accuracy of +/- 6 seconds.
 JA0230
 JA0230.The orthometric height was determined by differential leveling
 JA0230.and adjusted by the National Geodetic Survey in June 1991..
 JA0230
 JA0230.The geoid height was determined by GEOID03.
 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     -   362,040.       70,080.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0230.See file dsdata.txt to determine how the superseded data were derived.
 JA0230
 JA0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH863627(NAD 83)
 JA0230_MARKER: DR = REFERENCE MARK DISK
 JA0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0230_STAMPING: PEKIN NO 2 1946
 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             NGS
 JA0230
 JA0230                          STATION DESCRIPTION
 JA0230
 JA0230'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 DG9010 ***********************************************************************
 DG9010  CBN         -  This is a Cooperative Base Network Control Station.
 DG9010  DESIGNATION -  PENC
 DG9010  PID         -  DG9010
 DG9010  STATE/COUNTY-  IN/TIPPECANOE
 DG9010  USGS QUAD   -  LAFAYETTE WEST (1987)
 DG9010
 DG9010                         *CURRENT SURVEY CONTROL
 DG9010  ___________________________________________________________________
 DG9010* NAD 83(1997)-  40 25 49.51211(N)    086 54 53.51382(W)     ADJUSTED  
 DG9010* NAVD 88     -       216.5    (meters)     710.     (feet)  GPS OBS   
 DG9010  ___________________________________________________________________
 DG9010  X           -     261,671.005 (meters)                     COMP
 DG9010  Y           -  -4,854,941.980 (meters)                     COMP
 DG9010  Z           -   4,114,600.232 (meters)                     COMP
 DG9010  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 DG9010  ELLIP HEIGHT-         182.87  (meters)          (01/19/05) GPS OBS
 DG9010  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 DG9010
 DG9010  HORZ ORDER  -  A
 DG9010  ELLP ORDER  -  FOURTH    CLASS I
 DG9010
 DG9010.The horizontal coordinates were established by GPS observations
 DG9010.and adjusted by the National Geodetic Survey in January 2005..
 DG9010
 DG9010.The orthometric height was determined by GPS observations and a
 DG9010.high-resolution geoid model.
 DG9010
 DG9010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9010
 DG9010.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9010
 DG9010.The ellipsoidal height was determined by GPS observations
 DG9010.and is referenced to NAD 83.
 DG9010
 DG9010.The geoid height was determined by GEOID03.
 DG9010
 DG9010;                    North         East     Units Scale Factor Converg.
 DG9010;SPC IN W     -   575,322.985   914,294.959   MT  0.99996918   +0 06 33.3
 DG9010;SPC IN W     - 1,887,538.83  2,999,649.38   sFT  0.99996918   +0 06 33.3
 DG9010;UTM  16      - 4,475,534.892   507,221.269   MT  0.99960064   +0 03 18.8
 DG9010
 DG9010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9010!SPC IN W     -   0.99997131  x   0.99996918  =   0.99994049
 DG9010!UTM  16      -   0.99997131  x   0.99960064  =   0.99957197
 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.No superseded survey control is available for this station.
 DG9010
 DG9010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0722175535(NAD 83)
 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  HISTORY     - 20030624 GOOD             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 = OCTOBER  6, 2006
 DG9011 ***********************************************************************
 DG9011  CBN         -  This is a Cooperative Base Network Control Station.
 DG9011  DESIGNATION -  PEND
 DG9011  PID         -  DG9011
 DG9011  STATE/COUNTY-  IN/TIPPECANOE
 DG9011  USGS QUAD   -  LAFAYETTE WEST (1987)
 DG9011
 DG9011                         *CURRENT SURVEY CONTROL
 DG9011  ___________________________________________________________________
 DG9011* NAD 83(1997)-  40 25 49.55319(N)    086 54 53.44846(W)     ADJUSTED  
 DG9011* NAVD 88     -       216.5    (meters)     710.     (feet)  GPS OBS   
 DG9011  ___________________________________________________________________
 DG9011  X           -     261,672.499 (meters)                     COMP
 DG9011  Y           -  -4,854,941.084 (meters)                     COMP
 DG9011  Z           -   4,114,601.203 (meters)                     COMP
 DG9011  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 DG9011  ELLIP HEIGHT-         182.88  (meters)          (01/19/05) GPS OBS
 DG9011  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 DG9011
 DG9011  HORZ ORDER  -  A
 DG9011  ELLP ORDER  -  FOURTH    CLASS I
 DG9011
 DG9011.The horizontal coordinates were established by GPS observations
 DG9011.and adjusted by the National Geodetic Survey in January 2005..
 DG9011
 DG9011.The orthometric height was determined by GPS observations and a
 DG9011.high-resolution geoid model.
 DG9011
 DG9011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9011
 DG9011.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9011
 DG9011.The ellipsoidal height was determined by GPS observations
 DG9011.and is referenced to NAD 83.
 DG9011
 DG9011.The geoid height was determined by GEOID03.
 DG9011
 DG9011;                    North         East     Units Scale Factor Converg.
 DG9011;SPC IN W     -   575,324.255   914,296.497   MT  0.99996918   +0 06 33.4
 DG9011;SPC IN W     - 1,887,542.99  2,999,654.42   sFT  0.99996918   +0 06 33.4
 DG9011;UTM  16      - 4,475,536.160   507,222.808   MT  0.99960064   +0 03 18.8
 DG9011
 DG9011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9011!SPC IN W     -   0.99997131  x   0.99996918  =   0.99994049
 DG9011!UTM  16      -   0.99997131  x   0.99960064  =   0.99957196
 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.No superseded survey control is available for this station.
 DG9011
 DG9011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0722375536(NAD 83)
 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  HISTORY     - 20030624 GOOD             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 = OCTOBER  6, 2006
 KA1913 ***********************************************************************
 KA1913  DESIGNATION -  PENDLETON
 KA1913  PID         -  KA1913
 KA1913  STATE/COUNTY-  IN/MARION
 KA1913  USGS QUAD   -  INDIANAPOLIS EAST (1980)
 KA1913
 KA1913                         *CURRENT SURVEY CONTROL
 KA1913  ___________________________________________________________________
 KA1913* NAD 83(1997)-  39 48 48.78031(N)    086 05 00.57540(W)     ADJUSTED  
 KA1913* NAVD 88     -       248.65   (+/-2cm)     815.8    (feet)  VERTCON   
 KA1913  ___________________________________________________________________
 KA1913  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 KA1913  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KA1913
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1913
 KA1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1913
 KA1913.The geoid height was determined by GEOID03.
 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     -   0.99996627  x   0.99998234  =   0.99994861
 KA1913!UTM  16      -   0.99996627  x   0.99967576  =   0.99964204
 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  NGVD 29 (07/19/86)  248.79   (m)          816.2    (f) LEVELING    3  
 KA1913
 KA1913.Superseded values are not recommended for survey control.
 KA1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1913.See file dsdata.txt to determine how the superseded data were derived.
 KA1913
 KA1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7844607465(NAD 83)
 KA1913_MARKER: DS = TRIANGULATION STATION DISK
 KA1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB0657 ***********************************************************************
 LB0657  DESIGNATION -  PENN
 LB0657  PID         -  LB0657
 LB0657  STATE/COUNTY-  IN/HOWARD
 LB0657  USGS QUAD   -  KOKOMO WEST (1992)
 LB0657
 LB0657                         *CURRENT SURVEY CONTROL
 LB0657  ___________________________________________________________________
 LB0657* NAD 83(1997)-  40 29 48.16824(N)    086 07 53.83054(W)     ADJUSTED  
 LB0657* NAVD 88     -       250.351  (meters)     821.36   (feet)  ADJUSTED  
 LB0657  ___________________________________________________________________
 LB0657  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 LB0657  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LB0657  DYNAMIC HT  -         250.222 (meters)     820.94  (feet)  COMP
 LB0657  MODELED GRAV-     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
 LB0657.and adjusted by the National Geodetic Survey in June 1991..
 LB0657
 LB0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB0657
 LB0657.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996612  x   0.99998578  =   0.99995190
 LB0657!UTM  16      -   0.99996612  x   0.99966665  =   0.99963278
 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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  250.474  (m)          821.76   (f) ADJ UNCH    2 0
 LB0657
 LB0657.Superseded values are not recommended for survey control.
 LB0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0657.See file dsdata.txt to determine how the superseded data were derived.
 LB0657
 LB0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK7358583252(NAD 83)
 LB0657_MARKER: DS = TRIANGULATION STATION DISK
 LB0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0657_STAMPING: PENN 1920
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 LA2065 ***********************************************************************
 LA2065  DESIGNATION -  PENN
 LA2065  PID         -  LA2065
 LA2065  STATE/COUNTY-  IN/JAY
 LA2065  USGS QUAD   -  PENNVILLE (1960)
 LA2065
 LA2065                         *CURRENT SURVEY CONTROL
 LA2065  ___________________________________________________________________
 LA2065* NAD 83(1997)-  40 27 23.65191(N)    085 09 01.11379(W)     ADJUSTED  
 LA2065* NAVD 88     -       250.33   (+/-2cm)     821.3    (feet)  VERTCON   
 LA2065  ___________________________________________________________________
 LA2065  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 LA2065  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 LA2065
 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.The vertical order pertains to the NGVD 29 superseded value.
 LA2065
 LA2065.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2065
 LA2065.The geoid height was determined by GEOID03.
 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     -   0.99996603  x   0.99999027  =   0.99995630
 LA2065!UTM  16      -   0.99996603  x   0.99990279  =   0.99986882
 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 (07/19/86)  250.47   (m)          821.8    (f) LEVELING    3  
 LA2065
 LA2065.Superseded values are not recommended for survey control.
 LA2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2065.See file dsdata.txt to determine how the superseded data were derived.
 LA2065
 LA2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5683780077(NAD 83)
 LA2065_MARKER: DS = TRIANGULATION STATION DISK
 LA2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2065_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 LA2065'MILES SOUTH OF PENNVILLE, AND ON LAND OWNED BY MR. HOWARD BOURNE OF
 LA2065'503 EAST HIGH STREET, PORTLAND,
 LA2065'INDIANA.  THE MARK IS 75.5 FEET SOUTH OF THE CENTER OF MR.
 LA2065'BOURNES DRIVEWAY, 65 FEET EAST OF THE CENTER
 LA2065'OF STATE HIGHWAY 1, 32.3 FEET EAST OF A
 LA2065'WIRE 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
 LA2065'HIGHWAY 1 FOR 1.85 MILES TO AN OLD SCHOOL HOUSE ON THE RIGHT AND THE
 LA2065'AZIMUTH MARK AS DESCRIBED BELOW,
 LA2065'CONTINUE (SOUTH) ON THE HIGHWAY FOR 0.55 MILE TO A
 LA2065'FARM HOUSE ON THE LEFT AND THE STATION AS DESCRIBED.
 LA2065'
 LA2065'THE STATION MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND, AND
 LA2065'THE 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
 LA2065'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
 LA2065'DRIVEWAY, 2 FEET NORTH OF A WHITE 4-INCH BY 4-INCH WITNESS POST, AND
 LA2065'1 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
 LA2065'SCHOOL HOUSE, 27 FEET WEST OF THE CENTER OF THE HIGHWAY, 3.5 FEET
 LA2065'SOUTH OF A WHITE 4-INCH BY 4-INCH
 LA2065'WITNESS POST, AND 1 FOOT EAST OF A WIRE FENCE.  THE MARK PROJECTS 4
 LA2065'INCHES, AND THE DISK IS STAMPED PENN 1955.
 LA2065'
 LA2065'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2226 ***********************************************************************
 ME2226  DESIGNATION -  PENN MAGNETIC STATION 1952
 ME2226  PID         -  ME2226
 ME2226  STATE/COUNTY-  IN/ST JOSEPH
 ME2226  USGS QUAD   -  SOUTH BEND EAST (1992)
 ME2226
 ME2226                         *CURRENT SURVEY CONTROL
 ME2226  ___________________________________________________________________
 ME2226* NAD 83(1997)-  41 38 53.21405(N)    086 12 26.56985(W)     ADJUSTED  
 ME2226* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 ME2226  ___________________________________________________________________
 ME2226  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 ME2226  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 ME2226
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2226
 ME2226.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2226.See file dsdata.txt to determine how the superseded data were derived.
 ME2226
 ME2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6600411011(NAD 83)
 ME2226_MARKER: DS = TRIANGULATION STATION DISK
 ME2226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2224 ***********************************************************************
 ME2224  DESIGNATION -  PENN RESET
 ME2224  PID         -  ME2224
 ME2224  STATE/COUNTY-  IN/ST JOSEPH
 ME2224  USGS QUAD   -  SOUTH BEND EAST (1992)
 ME2224
 ME2224                         *CURRENT SURVEY CONTROL
 ME2224  ___________________________________________________________________
 ME2224* NAD 83(1997)-  41 38 53.17842(N)    086 12 26.10703(W)     ADJUSTED  
 ME2224* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 ME2224  ___________________________________________________________________
 ME2224  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 ME2224  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 ME2224
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2224
 ME2224.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 1952           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
 ME2224.Superseded values are not recommended for survey control.
 ME2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2224.See file dsdata.txt to determine how the superseded data were derived.
 ME2224
 ME2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6601411010(NAD 83)
 ME2224_MARKER: V = STONE MONUMENT
 ME2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2224
 ME2224  HISTORY     - Date     Condition        Report By
 ME2224  HISTORY     - 1952     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
 ME2224'AVENUE, SOUTH
 ME2224'BEND, ABOUT 150 YARDS SOUTH OF EWING AVENUE, ON TOP
 ME2224'OF BARREN HILL IN NW 1/4 SEC.
 ME2224'20, T. 37 N., R. 3 E., ABOUT 200 YARDS WEST
 ME2224'OF THE CARETAKERS HOME ON THE OLIVER ESTATE, 29
 ME2224'YARDS NORTH-NORTHEAST OF
 ME2224'PROMINENT LARGE GRANITE BOULDER AND 16 FEET SOUTHWEST OF STEEL
 ME2224'ANCHORAGE OF
 ME2224'OBSERVATION TOWER WHICH PROJECTS ABOUT 8 INCHES ABOVE GROUND.  MARKED
 ME2224'BY STONE POST, WHICH
 ME2224'PROJECTS ABOUT 2 INCHES ABOVE SURFACE OF GROUND.
 ME2224'REFERENCE MARKS ARE STONE POSTS AT
 ME2224'FOLLOWING DISTANCES AND BEARINGS FROM
 ME2224'STATION- 99.7 METERS (327 FEET), N. 86 DEG 30 MIN E.,
 ME2224'41.9 METERS (137 FEET), S.
 ME2224'7 DEG 37 MIN E., AND 69.6 METERS (228 FEET), S. 51 DEG 56 MIN W.
 ME2224'WHICH IN 1935 WAS THE ONLY
 ME2224'REFERENCE MARK REPORTED RECOVERED.  SAINT JOSEPH COUNTY, IND-
 ME2224'CORNER OF SECS. 17, 18, 19,
 ME2224'20, T. 37 N., R. 3 E. (U.S.L.S.) IS 788.4
 ME2224'METERS (2,587 FEET) FROM STATION ON BEARING N.
 ME2224'63 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
 ME2224'BEEN DESTROYED, HOWEVER THE
 ME2224'UNDERGROUND STATION MARK WAS FOUND TO BE IN GOOD CONDITION.  THE
 ME2224'REFERENCE MARKS HAD BEEN DESTROYED.
 ME2224'
 ME2224'THE UNDERGROUND STATION MARK WAS REPLACED WITH A STANDARD
 ME2224'MARK AND A SURFACE
 ME2224'STATION MARK WAS SET.  A REFERENCE MARK AND AN AZIMUTH MARK
 ME2224'WERE ESTABLISHED BY THIS
 ME2224'PARTY.  A MAGNETIC STATION MARK WAS USED AS A 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
 ME2224'JOSEPH D. OLIVER.  IT IS 179 FEET NORTHWEST OF THE EAST EDGE OF
 ME2224'A RIDGE AND 86 FEET NORTHEAST OF A
 ME2224'LARGE BOULDER.  THE MARK IS FLUSH AND THE DISK IS
 ME2224'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
 ME2224'30 FEET NORTHEAST OF THE CENTER OF A CINDER ROAD.  THE MARK IS FLUSH
 ME2224'AND THE DISK IS STAMPED PENN USLS
 ME2224'NO 1 1877 1952.
 ME2224'
 ME2224'MAGNETIC STATION MARK WAS USED AS A REFERENCE MARK AND IT IS 77 FEET
 ME2224'NORTH OF THE LARGE BOULDER.
 ME2224'THE MARK IS A CONCRETE POST 12 INCHES IN DIAMETER WHICH PROJECTS 2
 ME2224'INCHES WITH A BRONZE USC AND GS
 ME2224'MAGNETIC 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
 ME2224'WITNESS POST AND 1 FOOT NORTH OF AN EAST-WEST FENCELINE.  THE MARK
 ME2224'PROJECTS 6 INCHES AND THE DISK IS
 ME2224'STAMPED PENN USLS 1877 1952.
 ME2224'
 ME2224'TO REACH THE STATION FROM THE INTERSECTION OF EAST EWING AVENUE AND
 ME2224'SOUTH MICHIGAN STREET
 ME2224'(U.S. HIGHWAY 31), GO EAST ON EAST EWING AVENUE FOR 2.3 MILES TO A
 ME2224'DRIVEWAY ON THE RIGHT AND ENTRANCE
 ME2224'TO THE OLIVER ESTATE, TURN RIGHT AND FOLLOW
 ME2224'CINDER ROAD UP HILL FOR 0.25 MILE TO WHERE ROAD FORKS
 ME2224'THREE WAYS, TURN SHARP RIGHT
 ME2224'AND GO 0.05 MILE TO WHERE ROAD TURNS SHARP LEFT AND THE STATION IS
 ME2224'ABOUT 200 FEET NORTH OF THIS POINT.  TO REACH WEST, TURN WEST
 ME2224'AND GO 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.
 ME2224'
 ME2224'HEIGHT OF LIGHT ABOVE THE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2064 ***********************************************************************
 LA2064  DESIGNATION -  PENNVILLE MUNICIPAL TANK
 LA2064  PID         -  LA2064
 LA2064  STATE/COUNTY-  IN/JAY
 LA2064  USGS QUAD   -  PENNVILLE (1960)
 LA2064
 LA2064                         *CURRENT SURVEY CONTROL
 LA2064  ___________________________________________________________________
 LA2064* NAD 83(1997)-  40 29 28.80640(N)    085 09 01.64497(W)     ADJUSTED  
 LA2064* NAVD 88     -                                                        
 LA2064  ___________________________________________________________________
 LA2064  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 LA2064  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 LA2064
 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
 LA2064.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2064
 LA2064.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2064
 LA2064  NAD 83(1995)-  40 29 28.80641(N)    085 09 01.64883(W) AD(       ) 4
 LA2064  NAD 83(1986)-  40 29 28.80852(N)    085 09 01.65902(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2064.See file dsdata.txt to determine how the superseded data were derived.
 LA2064
 LA2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK5674383936(NAD 83)
 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 = OCTOBER  6, 2006
 JZ0878 ***********************************************************************
 JZ0878  DESIGNATION -  PEORIA RM 2
 JZ0878  PID         -  JZ0878
 JZ0878  STATE/COUNTY-  IN/FRANKLIN
 JZ0878  USGS QUAD   -  REILY (1992)
 JZ0878
 JZ0878                         *CURRENT SURVEY CONTROL
 JZ0878  ___________________________________________________________________
 JZ0878* NAD 83(1986)-  39 26 49.     (N)    084 48 59.     (W)     SCALED    
 JZ0878* NAVD 88     -       311.812  (meters)    1023.00   (feet)  ADJUSTED  
 JZ0878  ___________________________________________________________________
 JZ0878  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JZ0878  DYNAMIC HT  -         311.632 (meters)    1022.41  (feet)  COMP
 JZ0878  MODELED GRAV-     980,041.7   (mgal)                       NAVD 88
 JZ0878
 JZ0878  VERT ORDER  -  SECOND    CLASS 0
 JZ0878
 JZ0878.The horizontal coordinates were scaled from a topographic map and have
 JZ0878.an estimated accuracy of +/- 6 seconds.
 JZ0878
 JZ0878.The orthometric height was determined by differential leveling
 JZ0878.and adjusted by the National Geodetic Survey in June 1991..
 JZ0878
 JZ0878.The geoid height was determined by GEOID03.
 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     -   466,460.      173,190.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0878.See file dsdata.txt to determine how the superseded data were derived.
 JZ0878
 JZ0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ878686(NAD 83)
 JZ0878_MARKER: DR = REFERENCE MARK DISK
 JZ0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0878_STAMPING: PEORIA NO 2 1932
 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             NGS
 JZ0878  HISTORY     - 20020626 GOOD             BUTCOE
 JZ0878
 JZ0878                          STATION DESCRIPTION
 JZ0878
 JZ0878'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB2191 ***********************************************************************
 LB2191  DESIGNATION -  PERKINS
 LB2191  PID         -  LB2191
 LB2191  STATE/COUNTY-  IN/NEWTON
 LB2191  USGS QUAD   -  GOODLAND (1976)
 LB2191
 LB2191                         *CURRENT SURVEY CONTROL
 LB2191  ___________________________________________________________________
 LB2191* NAD 83(1997)-  40 45 56.46769(N)    087 21 46.26153(W)     ADJUSTED  
 LB2191* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 LB2191  ___________________________________________________________________
 LB2191  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 LB2191  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 LB2191
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2191
 LB2191.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2191.See file dsdata.txt to determine how the superseded data were derived.
 LB2191
 LB2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL6937612810(NAD 83)
 LB2191_MARKER: DS = TRIANGULATION STATION DISK
 LB2191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2191
 LB2191  HISTORY     - Date     Condition        Report By
 LB2191  HISTORY     - 1955     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2700 ***********************************************************************
 LB2700  DESIGNATION -  PERPORT
 LB2700  PID         -  LB2700
 LB2700  STATE/COUNTY-  IN/MIAMI
 LB2700  USGS QUAD   -  TWELVE MILE (1991)
 LB2700
 LB2700                         *CURRENT SURVEY CONTROL
 LB2700  ___________________________________________________________________
 LB2700* NAD 83(1997)-  40 47 14.28904(N)    086 08 47.08652(W)     ADJUSTED  
 LB2700* NAVD 88     -       236.0    (meters)     774.     (feet)  VERTCON   
 LB2700  ___________________________________________________________________
 LB2700  X           -     325,027.388 (meters)                     COMP
 LB2700  Y           -  -4,825,272.690 (meters)                     COMP
 LB2700  Z           -   4,144,699.751 (meters)                     COMP
 LB2700  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 LB2700  ELLIP HEIGHT-         201.84  (meters)          (05/25/99) GPS OBS
 LB2700  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 LB2700
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2700
 LB2700.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2700
 LB2700.The ellipsoidal height was determined by GPS observations
 LB2700.and is referenced to NAD 83.
 LB2700
 LB2700.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          775.     (f) GPS OBS        
 LB2700
 LB2700.Superseded values are not recommended for survey control.
 LB2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2700.See file dsdata.txt to determine how the superseded data were derived.
 LB2700
 LB2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7201915497(NAD 83)
 LB2700_MARKER: DH = HORIZONTAL CONTROL DISK
 LB2700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2700_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 LB2701 ***********************************************************************
 LB2701  DESIGNATION -  PERPORT AZ MK
 LB2701  PID         -  LB2701
 LB2701  STATE/COUNTY-  IN/MIAMI
 LB2701  USGS QUAD   -  TWELVE MILE (1991)
 LB2701
 LB2701                         *CURRENT SURVEY CONTROL
 LB2701  ___________________________________________________________________
 LB2701* NAD 83(1997)-  40 46 53.95676(N)    086 08 49.25911(W)     ADJUSTED  
 LB2701* NAVD 88     -       234.3    (meters)     769.     (feet)  VERTCON   
 LB2701  ___________________________________________________________________
 LB2701  X           -     325,004.007 (meters)                     COMP
 LB2701  Y           -  -4,825,683.600 (meters)                     COMP
 LB2701  Z           -   4,144,223.726 (meters)                     COMP
 LB2701  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 LB2701  ELLIP HEIGHT-         200.13  (meters)          (05/25/99) GPS OBS
 LB2701  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 LB2701
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2701
 LB2701.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2701
 LB2701.The ellipsoidal height was determined by GPS observations
 LB2701.and is referenced to NAD 83.
 LB2701
 LB2701.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          769.     (f) GPS OBS        
 LB2701
 LB2701.Superseded values are not recommended for survey control.
 LB2701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2701.See file dsdata.txt to determine how the superseded data were derived.
 LB2701
 LB2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7197414869(NAD 83)
 LB2701_MARKER: DZ = AZIMUTH MARK DISK
 LB2701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2701_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 ME2302 ***********************************************************************
 ME2302  DESIGNATION -  PERRY
 ME2302  PID         -  ME2302
 ME2302  STATE/COUNTY-  IN/FULTON
 ME2302  USGS QUAD   -  KEWANNA (1977)
 ME2302
 ME2302                         *CURRENT SURVEY CONTROL
 ME2302  ___________________________________________________________________
 ME2302* NAD 83(1997)-  41 07 18.19622(N)    086 25 09.50037(W)     ADJUSTED  
 ME2302* NAVD 88     -       230.38   (+/-2cm)     755.8    (feet)  VERTCON   
 ME2302  ___________________________________________________________________
 ME2302  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 ME2302  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME2302
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2302
 ME2302.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2302
 ME2302.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  230.50   (m)          756.2    (f) LEVELING    3  
 ME2302
 ME2302.Superseded values are not recommended for survey control.
 ME2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2302.See file dsdata.txt to determine how the superseded data were derived.
 ME2302
 ME2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4874752432(NAD 83)
 ME2302_MARKER: DS = TRIANGULATION STATION DISK
 ME2302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2349 ***********************************************************************
 LB2349  DESIGNATION -  PERRY
 LB2349  PID         -  LB2349
 LB2349  STATE/COUNTY-  IN/MIAMI
 LB2349  USGS QUAD   -  DEEDSVILLE (1992)
 LB2349
 LB2349                         *CURRENT SURVEY CONTROL
 LB2349  ___________________________________________________________________
 LB2349* NAD 83(1997)-  40 54 32.58976(N)    086 07 13.33868(W)     ADJUSTED  
 LB2349* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 LB2349  ___________________________________________________________________
 LB2349  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 LB2349  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 LB2349
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2349
 LB2349.The geoid height was determined by GEOID03.
 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     -   0.99996471  x   0.99998464  =   0.99994935
 LB2349!UTM  16      -   0.99996471  x   0.99966754  =   0.99963227
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2349.See file dsdata.txt to determine how the superseded data were derived.
 LB2349
 LB2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7408029034(NAD 83)
 LB2349_MARKER: DS = TRIANGULATION STATION DISK
 LB2349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD1657 ***********************************************************************
 MD1657  DESIGNATION -  PERRY
 MD1657  PID         -  MD1657
 MD1657  STATE/COUNTY-  IN/KOSCIUSKO
 MD1657  USGS QUAD   -  NORTH MANCHESTER NORTH (1994)
 MD1657
 MD1657                         *CURRENT SURVEY CONTROL
 MD1657  ___________________________________________________________________
 MD1657* NAD 83(1997)-  41 04 22.05865(N)    085 48 44.15845(W)     ADJUSTED  
 MD1657* NAVD 88     -       278.     (meters)     912.     (feet)  SCALED    
 MD1657  ___________________________________________________________________
 MD1657  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 MD1657  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MD1657
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1657
 MD1657.The geoid height was determined by GEOID03.
 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     -   0.99996170  x   0.99996851  =   0.99993021
 MD1657!UTM  16      -   0.99996170  x   0.99972254  =   0.99968425
 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|---------------------------------------------------------------------|
 MD1657| PID    Reference Object                     Distance      Geod. Az  |
 MD1657|                                                           dddmmss.s |
 MD1657| CC9134 PERRY AZ MK                                        0925341.1 |
 MD1657| CC9136 PERRY RM 2                           34.577 METERS 09630     |
 MD1657| CC9135 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1657.See file dsdata.txt to determine how the superseded data were derived.
 MD1657
 MD1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL9978147518(NAD 83)
 MD1657_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 MD1657'STATE HIGHWAYS 14 AND 15 IN SILVER LAKE AND ON LAND OWNED BY CALVIN
 MD1657'PERRY.  IT IS 88.4 FEET SOUTHEAST OF THE
 MD1657'SOUTHEAST CORNER OF MR. PERRYS HOUSE, 32 FEET NORTH OF THE
 MD1657'CENTER OF HIGHWAY 14, 18 FEET NORTHEAST OF A STEEL
 MD1657'FENCE CORNER, 30 FEET EAST OF THE CENTER
 MD1657'OF THE DRIVEWAY AND 11 FEET NORTH OF A WHITE WITNESS POST AND THE
 MD1657'NORTH RIGHT-OF-WAY FENCE LINE OF THE
 MD1657'HIGHWAY.  THE MARK IS ABOUT 14 INCHES BELOW THE SURFACE OF THE GROUND
 MD1657'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
 MD1657'CORNER OF THE BARN, 44 FEET EAST OF THE NORTHEAST CORNER OF THE HOUSE
 MD1657'AND 2 FEET SOUTH OF A CONCRETE FENCE
 MD1657'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
 MD1657'HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED PERRY NO 2 1947.
 MD1657'
 MD1657'AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION ON THE SOUTH SIDE OF
 MD1657'HIGHWAY 14.  IT IS 22 FEET
 MD1657'SOUTH OF THE CENTER OF THE HIGHWAY, 6.5 FEET WEST OF A WHITE WITNESS
 MD1657'POST, 3 FEET WEST OF A POWER POLE
 MD1657'AND 1 FOOT NORTH OF THE FENCE LINE.  THE MARK IS FLUSH AND
 MD1657'THE DISK IS 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
 MD1657'14 FOR 4.35 MILES TO MR. PERRYS HOUSE ON THE LEFT AND STATION AS
 MD1657'DESCRIBED.  CONTINUE STRAIGHT AHEAD
 MD1657'FOR 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 = OCTOBER  6, 2006
 JA1689 ***********************************************************************
 JA1689  DESIGNATION -  PERSISE
 JA1689  PID         -  JA1689
 JA1689  STATE/COUNTY-  IN/WASHINGTON
 JA1689  USGS QUAD   -  SALEM (1994)
 JA1689
 JA1689                         *CURRENT SURVEY CONTROL
 JA1689  ___________________________________________________________________
 JA1689* NAD 83(1997)-  38 34 58.02026(N)    086 05 44.19203(W)     ADJUSTED  
 JA1689* NAVD 88     -       272.45   (+/-2cm)     893.9    (feet)  VERTCON   
 JA1689  ___________________________________________________________________
 JA1689  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 JA1689  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JA1689
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1689
 JA1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1689
 JA1689.The geoid height was determined by GEOID03.
 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     -   0.99996249  x   0.99998386  =   0.99994635
 JA1689!UTM  16      -   0.99996249  x   0.99967641  =   0.99963891
 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 (07/19/86)  272.57   (m)          894.3    (f) LEVELING    3  
 JA1689
 JA1689.Superseded values are not recommended for survey control.
 JA1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1689.See file dsdata.txt to determine how the superseded data were derived.
 JA1689
 JA1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7877170867(NAD 83)
 JA1689_MARKER: DS = TRIANGULATION STATION DISK
 JA1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB0217 ***********************************************************************
 LB0217  DESIGNATION -  PERU
 LB0217  PID         -  LB0217
 LB0217  STATE/COUNTY-  IN/MIAMI
 LB0217  USGS QUAD   -  PERU (1992)
 LB0217
 LB0217                         *CURRENT SURVEY CONTROL
 LB0217  ___________________________________________________________________
 LB0217* NAD 83(1986)-  40 45 19.     (N)    086 04 13.     (W)     SCALED    
 LB0217* NAVD 88     -       199.686  (meters)     655.14   (feet)  ADJUSTED  
 LB0217  ___________________________________________________________________
 LB0217  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 LB0217  DYNAMIC HT  -         199.590 (meters)     654.82  (feet)  COMP
 LB0217  MODELED GRAV-     980,140.0   (mgal)                       NAVD 88
 LB0217
 LB0217  VERT ORDER  -  SECOND    CLASS 0
 LB0217
 LB0217.The horizontal coordinates were scaled from a topographic map and have
 LB0217.an estimated accuracy of +/- 6 seconds.
 LB0217
 LB0217.The orthometric height was determined by differential leveling
 LB0217.and adjusted by the National Geodetic Survey in June 1991..
 LB0217
 LB0217.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0217.See file dsdata.txt to determine how the superseded data were derived.
 LB0217
 LB0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL784120(NAD 83)
 LB0217_MARKER: DB = BENCH MARK DISK
 LB0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0217_SP_SET: CONCRETE PORCH
 LB0217_STAMPING: PERU 1934
 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             NGS
 LB0217  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LB0217  HISTORY     - 20050802 MARK NOT FOUND   BUTLER
 LB0217
 LB0217                          STATION DESCRIPTION
 LB0217
 LB0217'DESCRIBED BY NATIONAL 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 AND SEUFERT INC 2005 (JRC)
 LB0217'BUILDING APPARENTLY REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2672 ***********************************************************************
 LB2672  DESIGNATION -  PERU
 LB2672  PID         -  LB2672
 LB2672  STATE/COUNTY-  IN/MIAMI
 LB2672  USGS QUAD   -  PERU (1992)
 LB2672
 LB2672                         *CURRENT SURVEY CONTROL
 LB2672  ___________________________________________________________________
 LB2672* NAD 83(1997)-  40 45 34.71281(N)    086 04 38.38252(W)     ADJUSTED  
 LB2672* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 LB2672  ___________________________________________________________________
 LB2672  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 LB2672  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 LB2672
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2672
 LB2672.The geoid height was determined by GEOID03.
 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     -   0.99997212  x   0.99998146  =   0.99995358
 LB2672!UTM  16      -   0.99997212  x   0.99967465  =   0.99964678
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2672.See file dsdata.txt to determine how the superseded data were derived.
 LB2672
 LB2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7788012485(NAD 83)
 LB2672_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LB2672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB2357 ***********************************************************************
 LB2357  DESIGNATION -  PERU MUNICIPAL POWER PLANT STK
 LB2357  PID         -  LB2357
 LB2357  STATE/COUNTY-  IN/MIAMI
 LB2357  USGS QUAD   -  PERU (1992)
 LB2357
 LB2357                         *CURRENT SURVEY CONTROL
 LB2357  ___________________________________________________________________
 LB2357* NAD 83(1997)-  40 45 18.60690(N)    086 03 26.82979(W)     ADJUSTED  
 LB2357* NAVD 88     -                                                        
 LB2357  ___________________________________________________________________
 LB2357  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 LB2357  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 LB2357
 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
 LB2357.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2357
 LB2357.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2357
 LB2357  NAD 83(1986)-  40 45 18.61103(N)    086 03 26.84168(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2357.See file dsdata.txt to determine how the superseded data were derived.
 LB2357
 LB2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7956312006(NAD 83)
 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 = OCTOBER  6, 2006
 LB0218 ***********************************************************************
 LB0218  DESIGNATION -  PERU RESET 1966
 LB0218  PID         -  LB0218
 LB0218  STATE/COUNTY-  IN/MIAMI
 LB0218  USGS QUAD   -  PERU (1992)
 LB0218
 LB0218                         *CURRENT SURVEY CONTROL
 LB0218  ___________________________________________________________________
 LB0218* NAD 83(1986)-  40 45 19.     (N)    086 04 13.     (W)     SCALED    
 LB0218* NAVD 88     -       198.12   (meters)     650.0    (feet)  RESET     
 LB0218  ___________________________________________________________________
 LB0218  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 LB0218
 LB0218  VERT ORDER  -  THIRD
 LB0218
 LB0218.The horizontal coordinates were scaled from a topographic map and have
 LB0218.an estimated accuracy of +/- 6 seconds.
 LB0218
 LB0218.The orthometric height was computed from unverified reset data.
 LB0218
 LB0218.The geoid height was determined by GEOID03.
 LB0218
 LB0218;                    North         East    Units  Estimated Accuracy
 LB0218;SPC IN E     -   611,460.       65,920.      MT  (+/- 180 meters Scaled)
 LB0218
 LB0218                          SUPERSEDED SURVEY CONTROL
 LB0218
 LB0218.No superseded survey control is available for this station.
 LB0218
 LB0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL784120(NAD 83)
 LB0218_MARKER: DB = BENCH MARK DISK
 LB0218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0218_SP_SET: CONCRETE SLAB
 LB0218_STAMPING: PERU RESET 1966
 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 = OCTOBER  6, 2006
 LB2355 ***********************************************************************
 LB2355  DESIGNATION -  PERU ST CHARLES CATH CH SPIRE
 LB2355  PID         -  LB2355
 LB2355  STATE/COUNTY-  IN/MIAMI
 LB2355  USGS QUAD   -  PERU (1992)
 LB2355
 LB2355                         *CURRENT SURVEY CONTROL
 LB2355  ___________________________________________________________________
 LB2355* NAD 83(1997)-  40 45 14.05672(N)    086 04 17.73874(W)     ADJUSTED  
 LB2355* NAVD 88     -                                                        
 LB2355  ___________________________________________________________________
 LB2355  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 LB2355  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 LB2355
 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
 LB2355.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2355
 LB2355.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2355
 LB2355  NAD 83(1986)-  40 45 14.06092(N)    086 04 17.75059(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2355.See file dsdata.txt to determine how the superseded data were derived.
 LB2355
 LB2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7837111853(NAD 83)
 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 = OCTOBER  6, 2006
 JA1953 ***********************************************************************
 JA1953  DESIGNATION -  PETERS
 JA1953  PID         -  JA1953
 JA1953  STATE/COUNTY-  IN/KNOX
 JA1953  USGS QUAD   -  FRITCHTON (1988)
 JA1953
 JA1953                         *CURRENT SURVEY CONTROL
 JA1953  ___________________________________________________________________
 JA1953* NAD 83(1997)-  38 40 43.42032(N)    087 28 15.16634(W)     ADJUSTED  
 JA1953* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 JA1953  ___________________________________________________________________
 JA1953  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 JA1953  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JA1953
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1953
 JA1953.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 1956                        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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1953.See file dsdata.txt to determine how the superseded data were derived.
 JA1953
 JA1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5904281231(NAD 83)
 JA1953_MARKER: DS = TRIANGULATION STATION DISK
 JA1953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1953_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 JA1953'HIGHEST POINT OF A BARE TOPPED HILL, ON THE
 JA1953'PROPERTY 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
 JA1953'MILE AND TURN RIGHT (SOUTH) ON COUNTY ROAD JUST
 JA1953'AFTER PASSING A STANDARD SERVICE
 JA1953'STATION (THIS POINT IS 3.0 MILES
 JA1953'ALONG U S HIGHWAY 50 WEST OF FRITCHTON), GO 50
 JA1953'YARDS AND TAKE LEFT
 JA1953'FORK, FOLLOW 0.7 MILE AND TURN LEFT INTO THE YARD OF FANNY
 JA1953'TAYLOR, PROCEED
 JA1953'THROUGH BARNYARD 0.2 MILE TO THE TOP OF HILL AND STATION.
 JA1953'THE STATION IS LOCATED ON
 JA1953'FENCE LINE AT NORTH EDGE OF CATTLE LANE AND
 JA1953'EDGE OF CULTIVATED FIELD, 68 FEET EAST OF
 JA1953'9-INCH MULBERRY, AND 12
 JA1953'FEET 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
 JA1953'CATTLE LANE, 13 FEET SOUTH OF CENTER LINE.
 JA1953'
 JA1953'REFERENCE MARK NO 2 IS SOUTH-SOUTHEAST OF STATION ON DOWNWARD SLOPE
 JA1953'OF HILL, 22 FEET
 JA1953'EAST OF WIRE FENCE.
 JA1953'
 JA1953'AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH-SOUTHWEST OF STATION ON FENCE
 JA1953'LINE, ABOUT 100
 JA1953'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
 JA1953'SURFACE STATION MARK AND THE AZIMUTH MARK.  THE AZIMUTH
 JA1953'MARK HAD BEEN DESTROYED BY
 JA1953'THE FARMER ON WHOSE PROPERTY IT WAS
 JA1953'LOCATED.  THE GROUND ALONG ONE SIDE OF THE
 JA1953'SURFACE STATION MARK HAD
 JA1953'BEEN CUT AWAY IN THE CONSTRUCTION OF A NEW HOUSE AND RECENT
 JA1953'RAINS CAUSED
 JA1953'IT TO TOPPLE OVER ON ITS SIDE.  THE UNDERGROUND MARK WAS IN
 JA1953'PLACE AND WAS USED IN
 JA1953'ESTABLISHING A NEW STATION, PETERS 2 WHICH WAS
 JA1953'LOCATED ON LINE TO REFERENCE MARK NO 2
 JA1953'SINCE THE AZIMUTH MARK WAS
 JA1953'DESTROYED, THE ST VINCENTS ORPHANS WATER TANK LOCATED
 JA1953'ABOUT 2 MILES
 JA1953'SOUTH-SOUTHWEST OF THE STATION WAS USED AS AN INITIAL IN TURNING
 JA1953'ANGLES.  IT WAS
 JA1953'THE ONLY OBJECT VISIBLE FROM THE GROUND AT THIS
 JA1953'STATION.  THE UNDERGROUND MARK WAS
 JA1953'LEFT IN PLACE AND SHOULD BE ABOUT
 JA1953'6 INCHES BELOW THE SURFACE OF THE GROUND WHEN THE
 JA1953'LANDSCAPING IS
 JA1953'FINISHED.  IT IS 30.5 FEET EAST OF THE SOUTHWEST CORNER OF NEW STONE
 JA1953'HOUSE AND 3.5
 JA1953'FEET SOUTH OF THE SOUTH WALL OF HOUSE AT A PICTURE
 JA1953'WINDOW.  FOR DETAILS, SEE
 JA1953'DESCRIPTION OF TRIANGULATION STATION PETERS 2 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1954 ***********************************************************************
 JA1954  DESIGNATION -  PETERS 2 1956
 JA1954  PID         -  JA1954
 JA1954  STATE/COUNTY-  IN/KNOX
 JA1954  USGS QUAD   -  FRITCHTON (1988)
 JA1954
 JA1954                         *CURRENT SURVEY CONTROL
 JA1954  ___________________________________________________________________
 JA1954* NAD 83(1997)-  38 40 42.80956(N)    087 28 14.66368(W)     ADJUSTED  
 JA1954* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 JA1954  ___________________________________________________________________
 JA1954  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 JA1954  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JA1954
 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.No horizontal observational check was made to the station.
 JA1954
 JA1954.The orthometric height was scaled from a topographic map.
 JA1954
 JA1954.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1954
 JA1954.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1954.See file dsdata.txt to determine how the superseded data were derived.
 JA1954
 JA1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5905481212(NAD 83)
 JA1954_MARKER: DS = TRIANGULATION STATION DISK
 JA1954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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
 JA1954'FRITCHTON, AND 0.25 MILE SOUTH OF U S HIGHWAY 50 ON A
 JA1954'ROUND TOPPED HILL WITH A NEW
 JA1954'STONE AND BRICK HOUSE BELONGING TO MR R
 JA1954'D GREEN, 108 FEET SOUTH OF THE EAST CORNER OF A
 JA1954'GARAGE ATTACHED TO
 JA1954'THE HOUSE, 81 FEET EAST OF THE SOUTH CORNER OF THE HOUSE, AND 77
 JA1954'FEET SOUTHEAST OF
 JA1954'THE SOUTHEAST OR REAR SIDE OF THE HOUSE.  THE MARK IS 6
 JA1954'INCHES BELOW THE SURFACE OF THE
 JA1954'GROUND AND THE DISK IS STAMPED PETERS 2 1956.
 JA1954'
 JA1954'REFERENCE MARK NO 1 IS 92 FEET NORTHEAST OF THE EAST CORNER OF
 JA1954'ATTACHED GARAGE AND 5 FEET
 JA1954'SOUTHWEST OF A 10-INCH OAK TREE.  THE MARK PROJECTS 10
 JA1954'INCHES AND THE DISK IS
 JA1954'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
 JA1954'HOUSE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 JA1954'STAMPED PETERS NO 2 1934.
 JA1954'
 JA1954'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION BECAUSE THE OLD
 JA1954'AZIMUTH MARK FOR PETERS
 JA1954'1934 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
 JA1954'1.0 MILE TO A GRAVEL ROAD RIGHT AND A STANDARD SERVICE
 JA1954'STATION ON THE RIGHT.  CONTINUE
 JA1954'EAST ON U S HIGHWAY 50 FOR 0.6 MILE
 JA1954'TO A TRACK ROAD.  TURN RIGHT AND GO SOUTH FOR 50
 JA1954'YARDS TO A CATTLE
 JA1954'GUARD.  PASS THROUGH CATTLE GUARD AND TURN LEFT AND GO EAST UPHILL
 JA1954'FOR 0.25 MILE TO
 JA1954'A STONE AND BRICK HOUSE AND THE STATION AS 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
 JA1954'WERE PROBED TO CONFIRM THIS.  IT IS FELT THAT THE UNDERGROUND MARK
 JA1954'IS STILL IN PLACE AND COULD BE RECOVERED FROM THE REFERENCES IN THE
 JA1954'DESCRIPTION.  HOWEVER THE OWNER SEEMED RELUCTANT TO HAVE HIS
 JA1954'BACK YARD DUG UP BY THIS PERSON.
 JA1954'
 JA1954'RM 1 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0883 ***********************************************************************
 JA0883  DESIGNATION -  PETERS RM 1
 JA0883  PID         -  JA0883
 JA0883  STATE/COUNTY-  IN/KNOX
 JA0883  USGS QUAD   -  FRITCHTON (1988)
 JA0883
 JA0883                         *CURRENT SURVEY CONTROL
 JA0883  ___________________________________________________________________
 JA0883* NAD 83(1986)-  38 40 43.     (N)    087 28 15.     (W)     SCALED    
 JA0883* NAVD 88     -       172.069  (meters)     564.53   (feet)  ADJUSTED  
 JA0883  ___________________________________________________________________
 JA0883  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JA0883  DYNAMIC HT  -         171.963 (meters)     564.18  (feet)  COMP
 JA0883  MODELED GRAV-     980,005.5   (mgal)                       NAVD 88
 JA0883
 JA0883  VERT ORDER  -  FIRST     CLASS II
 JA0883
 JA0883.The horizontal coordinates were scaled from a topographic map and have
 JA0883.an estimated accuracy of +/- 6 seconds.
 JA0883
 JA0883.The orthometric height was determined by differential leveling
 JA0883.and adjusted by the National Geodetic Survey in June 1991..
 JA0883
 JA0883.The geoid height was determined by GEOID03.
 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     -   380,890.      866,280.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0883.See file dsdata.txt to determine how the superseded data were derived.
 JA0883
 JA0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH590812(NAD 83)
 JA0883_MARKER: DR = REFERENCE MARK DISK
 JA0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0883_STAMPING: PETERS NO 1 1934
 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             NGS
 JA0883  HISTORY     - 1986     MARK NOT FOUND   NGS
 JA0883
 JA0883                          STATION DESCRIPTION
 JA0883
 JA0883'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 DG9009 ***********************************************************************
 DG9009  CBN         -  This is a Cooperative Base Network Control Station.
 DG9009  DESIGNATION -  PETERSBURG
 DG9009  PID         -  DG9009
 DG9009  STATE/COUNTY-  IN/PIKE
 DG9009  USGS QUAD   -  PETERSBURG (1980)
 DG9009
 DG9009                         *CURRENT SURVEY CONTROL
 DG9009  ___________________________________________________________________
 DG9009* NAD 83(1997)-  38 29 15.88903(N)    087 17 07.99738(W)     ADJUSTED  
 DG9009* NAVD 88     -       131.4    (meters)     431.     (feet)  GPS OBS   
 DG9009  ___________________________________________________________________
 DG9009  X           -     236,743.773 (meters)                     COMP
 DG9009  Y           -  -4,993,384.743 (meters)                     COMP
 DG9009  Z           -   3,948,026.718 (meters)                     COMP
 DG9009  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 DG9009  ELLIP HEIGHT-          99.44  (meters)          (01/19/05) GPS OBS
 DG9009  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 DG9009
 DG9009  HORZ ORDER  -  A
 DG9009  ELLP ORDER  -  FOURTH    CLASS I
 DG9009
 DG9009.The horizontal coordinates were established by GPS observations
 DG9009.and adjusted by the National Geodetic Survey in January 2005..
 DG9009
 DG9009.The orthometric height was determined by GPS observations and a
 DG9009.high-resolution geoid model.
 DG9009
 DG9009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9009
 DG9009.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9009
 DG9009.The ellipsoidal height was determined by GPS observations
 DG9009.and is referenced to NAD 83.
 DG9009
 DG9009.The geoid height was determined by GEOID03.
 DG9009
 DG9009;                    North         East     Units Scale Factor Converg.
 DG9009;SPC IN W     -   359,652.046   882,357.251   MT  0.99997050   -0 07 33.1
 DG9009;SPC IN W     - 1,179,958.42  2,894,867.08   sFT  0.99997050   -0 07 33.1
 DG9009;UTM  16      - 4,259,972.434   475,095.985   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  =   0.99959204
 DG9009
 DG9009                          SUPERSEDED SURVEY CONTROL
 DG9009
 DG9009.No superseded survey control is available for this station.
 DG9009
 DG9009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH7509659972(NAD 83)
 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 - July 08, 2003
 DG9009
 DG9009  HISTORY     - Date     Condition        Report By
 DG9009  HISTORY     - 20030708 MONUMENTED       INDOT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2096 ***********************************************************************
 LA2096  DESIGNATION -  PETERSON
 LA2096  PID         -  LA2096
 LA2096  STATE/COUNTY-  IN/DELAWARE
 LA2096  USGS QUAD   -  EATON (1981)
 LA2096
 LA2096                         *CURRENT SURVEY CONTROL
 LA2096  ___________________________________________________________________
 LA2096* NAD 83(1997)-  40 18 34.24160(N)    085 19 27.34583(W)     ADJUSTED  
 LA2096* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 LA2096  ___________________________________________________________________
 LA2096  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 LA2096  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 LA2096
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2096
 LA2096.The geoid height was determined by GEOID03.
 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     -   0.99995890  x   0.99997709  =   0.99993599
 LA2096!UTM  16      -   0.99995890  x   0.99984960  =   0.99980851
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2096.See file dsdata.txt to determine how the superseded data were derived.
 LA2096
 LA2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK4239663458(NAD 83)
 LA2096_MARKER: DS = TRIANGULATION STATION DISK
 LA2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2096_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 LA2096'HIGHEST POINT OF A GRAVEL HILL, ON LAND OWNED
 LA2096'BY MR. PETERSEN.  THE STATION MARK
 LA2096'IS ABOUT 300 YARDS NORTHEAST
 LA2096'OF GRAVEL PIT, 16 FEET NORTH OF FENCE LINE BETWEEN
 LA2096'THE PETERSEN
 LA2096'LAND AND LAND TO THE SOUTH, AND 110 FEET SOUTH-SOUTHEAST OF A
 LA2096'TRIANGULAR BLAZED
 LA2096'MAPLE, ON THE SOUTH EDGE OF WOOD LOT, AND
 LA2096'PROJECTS 12 INCHES ABOVE GROUND.
 LA2096'
 LA2096'TO REACH FROM MUNCIE, GO NORTH FROM COURTHOUSE ON STATE HIGHWAY
 LA2096'3 FOR 8.3 MILES TO
 LA2096'CROSSROADS, TURN RIGHT (EAST) AND GO 0.5
 LA2096'MILE TO SHIDELER RAILROAD STATION,
 LA2096'THENCE CONTINUE EAST FOR 1.6
 LA2096'MILES TO CROSSROADS, TURN LEFT (NORTH) AND GO 0.5
 LA2096'MILE TO THE
 LA2096'PETERSEN HOUSE ON THE LEFT, TURN RIGHT (EAST) ON GRAVEL ROAD LEADING
 LA2096'TO GRAVEL PIT AND
 LA2096'GO 0.3 MILE TO PIT, AND BEARING TO THE WEST
 LA2096'AROUND PIT, GO SOUTH TO GATE LEADING
 LA2096'TO WOODED HILL, THEN SOUTHEAST
 LA2096'ABOUT 0.2 MILE TO THE STATION ON THE HIGHEST POINT OF
 LA2096'HILL (RIDGE).
 LA2096'
 LA2096'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LA2096'BRONZE DISKS SET IN CONCRETE.
 LA2096'
 LA2096'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, 72 FEET
 LA2096'EAST OF THE
 LA2096'TRIANGULAR BLAZED MAPLE ON THE EAST SIDE OF THE RIDGE,
 LA2096'AND PROJECTS 5 INCHES ABOVE GROUND.
 LA2096'
 LA2096'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 1 FOOT NORTH OF
 LA2096'FENCE LINE, 13
 LA2096'FEET SOUTHEAST OF LARGE ELM, AND PROJECTS 8 INCHES
 LA2096'ABOVE GROUND.
 LA2096'
 LA2096'DISTANCE BETWEEN REFERENCE MARKS IS 189.5 FEET.
 LA2096'
 LA2096'AZIMUTH MARK IS SOUTHWEST OF THE STATION, AT THE INTERSECTION
 LA2096'OF TWO GRAVEL
 LA2096'ROADS 0.5 MILE SOUTH OF THE PETERSEN HOUSE, 20 FEET
 LA2096'NORTH OF ROAD, 14 FEET EAST OF
 LA2096'ROAD, 2.5 FEET WEST OF FENCE LINE,
 LA2096'AND PROJECTS 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
 LA2096'IN GOOD CONDITION.
 LA2096'
 LA2096'THE STATION WAS NOT OCCUPIED SO NO CHECK WAS OBTAINED ON THE
 LA2096'DISTANCES AND
 LA2096'DIRECTIONS TO THE MARKS.
 LA2096
 LA2096                          STATION RECOVERY (1948)
 LA2096
 LA2096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JMN)
 LA2096'RECOVERED AS DESCRIBED.
 LA2096'
 LA2096'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
 LA2096'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 = OCTOBER  6, 2006
 HZ2349 ***********************************************************************
 HZ2349  DESIGNATION -  PHILA
 HZ2349  PID         -  HZ2349
 HZ2349  STATE/COUNTY-  IN/WASHINGTON
 HZ2349  USGS QUAD   -  LITTLE YORK (1993)
 HZ2349
 HZ2349                         *CURRENT SURVEY CONTROL
 HZ2349  ___________________________________________________________________
 HZ2349* NAD 83(1997)-  38 37 37.10768(N)    085 57 35.57425(W)     ADJUSTED  
 HZ2349* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 HZ2349  ___________________________________________________________________
 HZ2349  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 HZ2349  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 HZ2349
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2349
 HZ2349.The geoid height was determined by GEOID03.
 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     -   0.99996009  x   0.99997469  =   0.99993478
 HZ2349!UTM  16      -   0.99996009  x   0.99970094  =   0.99966104
 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 USGS 1947                   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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2349.See file dsdata.txt to determine how the superseded data were derived.
 HZ2349
 HZ2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9053875896(NAD 83)
 HZ2349_MARKER: DS = TRIANGULATION STATION DISK
 HZ2349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD1644 ***********************************************************************
 MD1644  DESIGNATION -  PIERCETON
 MD1644  PID         -  MD1644
 MD1644  STATE/COUNTY-  IN/KOSCIUSKO
 MD1644  USGS QUAD   -  PIERCETON (1994)
 MD1644
 MD1644                         *CURRENT SURVEY CONTROL
 MD1644  ___________________________________________________________________
 MD1644* NAD 83(1997)-  41 10 03.28840(N)    085 42 30.44498(W)     ADJUSTED  
 MD1644* NAVD 88     -       293.     (meters)     961.     (feet)  SCALED    
 MD1644  ___________________________________________________________________
 MD1644  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 MD1644  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 MD1644
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1644
 MD1644.The geoid height was determined by GEOID03.
 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  =   0.99992613
 MD1644!UTM  16      -   0.99995931  x   0.99974447  =   0.99970379
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1644.See file dsdata.txt to determine how the superseded data were derived.
 MD1644
 MD1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0834658164(NAD 83)
 MD1644_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 MD1863 ***********************************************************************
 MD1863  DESIGNATION -  PIGEON
 MD1863  PID         -  MD1863
 MD1863  STATE/COUNTY-  IN/STEUBEN
 MD1863  USGS QUAD   -  ANGOLA EAST (1993)
 MD1863
 MD1863                         *CURRENT SURVEY CONTROL
 MD1863  ___________________________________________________________________
 MD1863* NAD 83(1997)-  41 38 04.23614(N)    084 58 05.27584(W)     ADJUSTED  
 MD1863* NAVD 88     -       315.     (meters)    1033.     (feet)  SCALED    
 MD1863  ___________________________________________________________________
 MD1863  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 MD1863  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 MD1863
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1863
 MD1863.The geoid height was determined by GEOID03.
 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  =   0.99990832
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1863.See file dsdata.txt to determine how the superseded data were derived.
 MD1863
 MD1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6923811192(NAD 83)
 MD1863_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1863
 MD1863  HISTORY     - Date     Condition        Report By
 MD1863  HISTORY     - 1946     MONUMENTED       CGS
 MD1863  HISTORY     - 1960     SEE DESCRIPTION  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
 MD1863'NORTH SIDE OF U.S.
 MD1863'HIGHWAY 20 AND 0.1 MILE EAST OF PINES CAFE.  IT IS 159 FEET NORTHEAST
 MD1863'OF THE INTERSECTION OF HIGHWAY 20 AND Y-ROAD,
 MD1863'50 FEET NORTH OF THE CENTERLINE OF HIGHWAY 20, 45 FEET
 MD1863'WEST OF A 24 INCH MAPLE TREE AND 56 FEET
 MD1863'SOUTH OF THE SOUTHEAST CORNER OF A DOUBLE CABIN.
 MD1863'THE 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
 MD1863'WOODS.  IT IS 26 FEET EAST OF A 20
 MD1863'INCH MAPLE TREE AND 35 FEET NORTH OF AN 18 INCH MAPLE TREE.  THE MARK
 MD1863'IS FLUSH AND THE DISK IS STAMPED PIGEON
 MD1863'NO 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
 MD1863'OF A CABIN AND 6 FEET EAST OF THE SOUTHEAST CORNER OF ANOTHER CABIN.
 MD1863'THE MARK PROJECTS ABOUT 2 INCHES AND
 MD1863'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
 MD1863'U.S. HIGHWAY 20.
 MD1863'IT IS 76 FEET WEST OF THE APPROXIMATE CENTER OF THE DRIVEWAY
 MD1863'LEADING TO A BRICK
 MD1863'HOUSE, 49 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.5 FEET NORTH
 MD1863'OF THE FENCE AND 1.5 FEET EAST OF A
 MD1863'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 MD1863'AND THE DISK IS 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
 MD1863'YARDS WSW OF THE W END OF HWY. CURVE, 157 FEET ENE OF THE
 MD1863'Y-INTERSECTION OF CENTER LINES OF
 MD1863'HIGHWAY AND PAVED ROAD TANGENT FROM THE SE, 50 FEET N OF CENTER LINE
 MD1863'OF 24-FOOT HIGHWAY PAVEMENT, 0.6 FOOT
 MD1863'HIGHER THAN SAME, 46 FEET WSW OF CENTER OF 30-INCH
 MD1863'MAPLE TREE, 52 FEET E OF CENTER OF DRIVEWAY, 32-1/2 FEET
 MD1863'W OF TELEPHONE POLE, STANDARD DISKS
 MD1863'STAMPED PIGEON 1946 ARE SET IN NOTE 1A AND 7A MARKS WITH THE TOP ONE
 MD1863'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
 MD1863'DEG 01 MIN FROM STATION, 131 FEET N OF CENTER LINE OF HWY., AND 27
 MD1863'FEET ESE OF THE EASTERLY ONE OF TWO 9-FEET-APART
 MD1863'30-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
 MD1863'DEG 16 MIN FROM STATION, 150 FEET N OF CENTER LINE OF HWY., 69.2 FEET
 MD1863'E OF SE CORNER OF CONCRETE BLOCK FOUNDATION
 MD1863'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
 MD1863'0.5 MILE W OF STATION, 79 FEET W OF
 MD1863'CENTER LINE OF W SECTOR OF U-DRIVEWAY TO BRICK HOUSE, 67 FEET W OF
 MD1863'IRON-PIPE CORNER FENCE POST, 49
 MD1863'FEET S OF CENTER LINE OF HWY., 1.6 FEET LOWER THAN SAME,
 MD1863'AND ABOUT 2 FEET E OF STEEL WITNESS POST.  IT IS
 MD1863'IN AZIMUTH 87 DEG 58 MIN 51.6 SEC. FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1860 ***********************************************************************
 JA1860  DESIGNATION -  PIGEON
 JA1860  PID         -  JA1860
 JA1860  STATE/COUNTY-  IN/SPENCER
 JA1860  USGS QUAD   -  DALE (1980)
 JA1860
 JA1860                         *CURRENT SURVEY CONTROL
 JA1860  ___________________________________________________________________
 JA1860* NAD 83(1997)-  38 09 18.42424(N)    086 57 23.43355(W)     ADJUSTED  
 JA1860* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 JA1860  ___________________________________________________________________
 JA1860  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 JA1860  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 JA1860
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1860
 JA1860.The geoid height was determined by GEOID03.
 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     -   0.99997772  x   0.99996819  =   0.99994591
 JA1860!UTM  16      -   0.99997772  x   0.99960018  =   0.99957791
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1860.See file dsdata.txt to determine how the superseded data were derived.
 JA1860
 JA1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH0381023027(NAD 83)
 JA1860_MARKER: DS = TRIANGULATION STATION DISK
 JA1860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1860'STATE HIGHWAY 245 AND 18 FEET SOUTH OF THE DRIVEWAY TO
 JA1860'A WHITE FARMHOUSE.  THE MARK IS
 JA1860'12 INCHES UNDERGROUND AND THE DISK IS
 JA1860'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
 JA1860'HIGHWAY 2 FEET WEST OF A WHITE WITNESS POST.  IN
 JA1860'THE SOUTHWEST CORNER OF A SMALL
 JA1860'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
 JA1860'HIGHWAY AND 17 FEET NORTH OF A GRAVEL ROAD, IN A
 JA1860'FENCELINE.  THE MARK PROJECTS 6
 JA1860'INCHES AND THE DISK IS STAMPED 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
 JA1860'FEET NORTH OF THE NORTHWEST CORNER OF A HOUSE YARD AND 2
 JA1860'FEET NORTHEAST OF A WHITE
 JA1860'WITNESS POST.  THE MARK PROJECTS 6 INCHES
 JA1860'AND THE DISK IS STAMPED PIGEON 1946.
 JA1860'
 JA1860'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 45, 68 AND 62 IN DALE,
 JA1860'GO EAST ON ROUTE 62 FOR 1.0
 JA1860'MILE TO THE JUNCTION WITH STATE HIGHWAY 245, TURN
 JA1860'RIGHT AND FOLLOW ROUTE 245 FOR 1.1
 JA1860'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 = OCTOBER  6, 2006
 JA0928 ***********************************************************************
 JA0928  DESIGNATION -  PIK 26
 JA0928  PID         -  JA0928
 JA0928  STATE/COUNTY-  IN/PIKE
 JA0928  USGS QUAD   -  MONROE CITY (1980)
 JA0928
 JA0928                         *CURRENT SURVEY CONTROL
 JA0928  ___________________________________________________________________
 JA0928* NAD 83(1986)-  38 31 21.     (N)    087 15 33.     (W)     SCALED    
 JA0928* NAVD 88     -       135.228  (meters)     443.66   (feet)  ADJUSTED  
 JA0928  ___________________________________________________________________
 JA0928  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 JA0928  DYNAMIC HT  -         135.140 (meters)     443.37  (feet)  COMP
 JA0928  MODELED GRAV-     979,976.7   (mgal)                       NAVD 88
 JA0928
 JA0928  VERT ORDER  -  FIRST     CLASS II
 JA0928
 JA0928.The horizontal coordinates were scaled from a topographic map and have
 JA0928.an estimated accuracy of +/- 6 seconds.
 JA0928
 JA0928.The orthometric height was determined by differential leveling
 JA0928.and adjusted by the National Geodetic Survey in June 1991..
 JA0928
 JA0928.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0928.See file dsdata.txt to determine how the superseded data were derived.
 JA0928
 JA0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH774638(NAD 83)
 JA0928_MARKER: DD = SURVEY DISK
 JA0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0928_STAMPING: PIK 26 1959
 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             NGS
 JA0928  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0928
 JA0928                          STATION DESCRIPTION
 JA0928
 JA0928'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0934 ***********************************************************************
 JA0934  DESIGNATION -  PIK 28
 JA0934  PID         -  JA0934
 JA0934  STATE/COUNTY-  IN/PIKE
 JA0934  USGS QUAD   -  SANDY HOOK (1980)
 JA0934
 JA0934                         *CURRENT SURVEY CONTROL
 JA0934  ___________________________________________________________________
 JA0934* NAD 83(1986)-  38 32 23.     (N)    087 14 17.     (W)     SCALED    
 JA0934* NAVD 88     -       135.171  (meters)     443.47   (feet)  ADJUSTED  
 JA0934  ___________________________________________________________________
 JA0934  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JA0934  DYNAMIC HT  -         135.083 (meters)     443.18  (feet)  COMP
 JA0934  MODELED GRAV-     979,978.1   (mgal)                       NAVD 88
 JA0934
 JA0934  VERT ORDER  -  FIRST     CLASS II
 JA0934
 JA0934.The horizontal coordinates were scaled from a topographic map and have
 JA0934.an estimated accuracy of +/- 6 seconds.
 JA0934
 JA0934.The orthometric height was determined by differential leveling
 JA0934.and adjusted by the National Geodetic Survey in June 1991..
 JA0934
 JA0934.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0934.See file dsdata.txt to determine how the superseded data were derived.
 JA0934
 JA0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH792657(NAD 83)
 JA0934_MARKER: DD = SURVEY DISK
 JA0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0934_STAMPING: PIK 28 1959
 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             NGS
 JA0934  HISTORY     - 1985     MARK NOT FOUND   NGS
 JA0934
 JA0934                          STATION DESCRIPTION
 JA0934
 JA0934'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0999 ***********************************************************************
 JA0999  DESIGNATION -  PIK 4 A INFCC
 JA0999  PID         -  JA0999
 JA0999  STATE/COUNTY-  IN/PIKE
 JA0999  USGS QUAD   -  WINSLOW (1980)
 JA0999
 JA0999                         *CURRENT SURVEY CONTROL
 JA0999  ___________________________________________________________________
 JA0999* NAD 83(1986)-  38 22 48.     (N)    087 13 02.     (W)     SCALED    
 JA0999* NAVD 88     -       130.155  (meters)     427.02   (feet)  ADJUSTED  
 JA0999  ___________________________________________________________________
 JA0999  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JA0999  DYNAMIC HT  -         130.070 (meters)     426.74  (feet)  COMP
 JA0999  MODELED GRAV-     979,970.4   (mgal)                       NAVD 88
 JA0999
 JA0999  VERT ORDER  -  FIRST     CLASS II
 JA0999
 JA0999.The horizontal coordinates were scaled from a topographic map and have
 JA0999.an estimated accuracy of +/- 6 seconds.
 JA0999
 JA0999.The orthometric height was determined by differential leveling
 JA0999.and adjusted by the National Geodetic Survey in June 1991..
 JA0999
 JA0999.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0999.See file dsdata.txt to determine how the superseded data were derived.
 JA0999
 JA0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH810480(NAD 83)
 JA0999_MARKER: DD = SURVEY DISK
 JA0999_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA0999_SP_SET: BRIDGE
 JA0999_STAMPING: PIK 4-A 1954
 JA0999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA0999
 JA0999  HISTORY     - Date     Condition        Report By
 JA0999  HISTORY     - 1954     MONUMENTED       INFCC
 JA0999  HISTORY     - 1965     GOOD             NGS
 JA0999
 JA0999                          STATION DESCRIPTION
 JA0999
 JA0999'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1004 ***********************************************************************
 JA1004  DESIGNATION -  PIK 5
 JA1004  PID         -  JA1004
 JA1004  STATE/COUNTY-  IN/PIKE
 JA1004  USGS QUAD   -  PETERSBURG (1980)
 JA1004
 JA1004                         *CURRENT SURVEY CONTROL
 JA1004  ___________________________________________________________________
 JA1004* NAD 83(1986)-  38 22 42.     (N)    087 15 16.     (W)     SCALED    
 JA1004* NAVD 88     -       127.507  (meters)     418.33   (feet)  ADJUSTED  
 JA1004  ___________________________________________________________________
 JA1004  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 JA1004  DYNAMIC HT  -         127.423 (meters)     418.05  (feet)  COMP
 JA1004  MODELED GRAV-     979,969.5   (mgal)                       NAVD 88
 JA1004
 JA1004  VERT ORDER  -  FIRST     CLASS II
 JA1004
 JA1004.The horizontal coordinates were scaled from a topographic map and have
 JA1004.an estimated accuracy of +/- 6 seconds.
 JA1004
 JA1004.The orthometric height was determined by differential leveling
 JA1004.and adjusted by the National Geodetic Survey in June 1991..
 JA1004
 JA1004.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1004.See file dsdata.txt to determine how the superseded data were derived.
 JA1004
 JA1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH777478(NAD 83)
 JA1004_MARKER: DD = SURVEY DISK
 JA1004_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1004_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA1004_STAMPING: PIK 5 1954
 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             NGS
 JA1004
 JA1004                          STATION DESCRIPTION
 JA1004
 JA1004'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1785 ***********************************************************************
 JA1785  DESIGNATION -  PILOT
 JA1785  PID         -  JA1785
 JA1785  STATE/COUNTY-  IN/CRAWFORD
 JA1785  USGS QUAD   -  MILLTOWN (1980)
 JA1785
 JA1785                         *CURRENT SURVEY CONTROL
 JA1785  ___________________________________________________________________
 JA1785* NAD 83(1997)-  38 18 22.25042(N)    086 21 10.52780(W)     ADJUSTED  
 JA1785* NAVD 88     -       286.     (meters)     938.     (feet)  SCALED    
 JA1785  ___________________________________________________________________
 JA1785  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 JA1785  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 JA1785
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1785
 JA1785.The geoid height was determined by GEOID03.
 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  =   0.99959980
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1785.See file dsdata.txt to determine how the superseded data were derived.
 JA1785
 JA1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5657539985(NAD 83)
 JA1785_MARKER: DS = TRIANGULATION STATION DISK
 JA1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2164 ***********************************************************************
 LB2164  DESIGNATION -  PINE
 LB2164  PID         -  LB2164
 LB2164  STATE/COUNTY-  IN/BENTON
 LB2164  USGS QUAD   -  TEMPLETON (1980)
 LB2164
 LB2164                         *CURRENT SURVEY CONTROL
 LB2164  ___________________________________________________________________
 LB2164* NAD 83(1997)-  40 36 22.26531(N)    087 08 58.39353(W)     ADJUSTED  
 LB2164* NAVD 88     -       225.     (meters)     738.     (feet)  SCALED    
 LB2164  ___________________________________________________________________
 LB2164  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 LB2164  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 LB2164
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2164
 LB2164.The geoid height was determined by GEOID03.
 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     -   0.99996997  x   0.99996705  =   0.99993702
 LB2164!UTM  16      -   0.99996997  x   0.99960197  =   0.99957195
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2164.See file dsdata.txt to determine how the superseded data were derived.
 LB2164
 LB2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK8734895052(NAD 83)
 LB2164_MARKER: DS = TRIANGULATION STATION DISK
 LB2164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2438 ***********************************************************************
 ME2438  DESIGNATION -  PINE
 ME2438  PID         -  ME2438
 ME2438  STATE/COUNTY-  IN/LA PORTE
 ME2438  USGS QUAD   -  MICHIGAN CITY EAST (1980)
 ME2438
 ME2438                         *CURRENT SURVEY CONTROL
 ME2438  ___________________________________________________________________
 ME2438* NAD 83(1997)-  41 39 25.19303(N)    086 45 55.48198(W)     ADJUSTED  
 ME2438* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 ME2438  ___________________________________________________________________
 ME2438  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 ME2438  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME2438
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2438
 ME2438.The geoid height was determined by GEOID03.
 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     -   0.99996203  x   0.99997529  =   0.99993733
 ME2438!UTM  16      -   0.99996203  x   0.99960469  =   0.99956674
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2438.See file dsdata.txt to determine how the superseded data were derived.
 ME2438
 ME2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM1953211721(NAD 83)
 ME2438_MARKER: DS = TRIANGULATION STATION DISK
 ME2438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2438'LAPORTE ALONG U.S. HIGHWAY 35 AND STATE HIGHWAY 29.  IT IS 77 FEET
 ME2438'SOUTHWEST OF INTERSECTION OF HIGHWAYS
 ME2438'35 AND 29 AND A PAVED ROAD WEST, 72 FEET NORTH OF A
 ME2438'WHITE WITNESS POST AND 46 FEET SOUTH OF CENTER
 ME2438'OF PAVED ROAD.  THE MARK IS FLUSH WITH
 ME2438'THE GROUND AND 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
 ME2438'AND 1 FOOT EAST OF A FENCE.  THE MARK IS FLUSH WITH THE GROUND AND
 ME2438'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,
 ME2438'8 FEET SOUTHEAST OF A FENCE CORNER AND 1 FOOT EAST OF A FENCE.  THE
 ME2438'MARK IS FLUSH WITH THE GROUND AND
 ME2438'THE DISK IS STAMPED PINE NO 2 1948.
 ME2438'
 ME2438'REFERENCE MARK NO. 1 AT STATION SPRINGVILLE (USLS) 1874 WAS USED AS
 ME2438'AN AZIMUTH MARK.  IT IS 1.0
 ME2438'MILE NORTHEAST OF STATION, 15 FEET SOUTH OF CENTER OF A DIRT ROAD,
 ME2438'3 FEET EAST OF A POWER POLE AND 1
 ME2438'FOOT NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 4
 ME2438'INCHES AND THE DISK IS STAMPED SPRINGVILLE USLS NO 1
 ME2438'1948.
 ME2438'
 ME2438'TO REACH THE STATION FROM THE COURT HOUSE IN LAPORTE, GO NORTHWEST ON
 ME2438'U.S. HIGHWAY 35 AND STATE
 ME2438'HIGHWAY 29 FOR 4.0 MILES TO STATION ON LEFT AS DESCRIBED.
 ME2438'
 ME2438'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTHEAST ON HIGHWAYS 35
 ME2438'AND 29 FOR 1.6 MILES TO A
 ME2438'CROSSROAD, TURN LEFT AND GO EAST ON A PAVED ROAD FOR 0.4 MILE TO
 ME2438'JUNCTION OF STATE HIGHWAY 39,
 ME2438'TURN LEFT AND GO NORTH ON HIGHWAY 39 FOR 1.7 MILES TO A DIRT ROAD
 ME2438'LEFT, TURN LEFT AND GO WEST ON DIRT
 ME2438'ROAD FOR 0.2 MILE TO THE AZIMUTH ON LEFT OF ROAD
 ME2438'AS DESCRIBED.
 ME2438'
 ME2438'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1710 ***********************************************************************
 MD1710  DESIGNATION -  PINE
 MD1710  PID         -  MD1710
 MD1710  STATE/COUNTY-  IN/ELKHART
 MD1710  USGS QUAD   -  BRISTOL (1994)
 MD1710
 MD1710                         *CURRENT SURVEY CONTROL
 MD1710  ___________________________________________________________________
 MD1710* NAD 83(1997)-  41 38 47.05666(N)    085 49 17.97434(W)     ADJUSTED  
 MD1710* NAVD 88     -       250.     (meters)     820.     (feet)  SCALED    
 MD1710  ___________________________________________________________________
 MD1710  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 MD1710  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 MD1710
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1710
 MD1710.The geoid height was determined by GEOID03.
 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     -   0.99996605  x   0.99996872  =   0.99993478
 MD1710!UTM  16      -   0.99996605  x   0.99971849  =   0.99968455
 MD1710
 MD1710:                Primary Azimuth Mark                     Grid Az
 MD1710:SPC IN E     -  PINE AZ MK                               007 52 11.9
 MD1710:UTM  16      -  PINE AZ MK                               006 59 01.9
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1710.See file dsdata.txt to determine how the superseded data were derived.
 MD1710
 MD1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9812711189(NAD 83)
 MD1710_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1710
 MD1710  HISTORY     - Date     Condition        Report By
 MD1710  HISTORY     - 1947     MONUMENTED       CGS
 MD1710  HISTORY     - 1958     SEE DESCRIPTION  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
 MD1710'THE JEFFERSON
 MD1710'TOWNSHIP SCHOOL.  IT IS 419 FEET NORTHWEST OF THE INTERSECTION OF A
 MD1710'PAVED ROAD EAST AND A GRAVEL ROAD
 MD1710'WEST WITH STATE HIGHWAY NO. 15, 182 FEET NORTH OF THE NORTHEAST
 MD1710'CORNER OF SCHOOL BUILDING, 150 FEET WEST
 MD1710'OF THE CENTERLINE OF HIGHWAY AND 15 FEET SOUTH
 MD1710'OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 MD1710'STAMPED PINE 1947.
 MD1710'
 MD1710'REFERENCE MARK NO. 1 IS 96.64 FEET EAST OF THE STATION.  IT IS 53
 MD1710'FEET WEST OF THE
 MD1710'CENTERLINE OF HIGHWAY, 2 FEET WEST OF A POWERLINE POLE AND IN AN
 MD1710'EAST-WEST FENCELINE.  THE MARK PROJECTS 4
 MD1710'INCHES AND THE DISK IS 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
 MD1710'CENTERLINE OF HIGHWAY AND 85 FEET NORTH OF THE NORTHEAST CORNER OF
 MD1710'SCHOOL.  THE MARK IS FLUSH AND THE DISK
 MD1710'IS STAMPED 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
 MD1710'OF STATE HIGHWAY NO. 15, 6 FEET NORTH OF A WHITE WITNESS POST, 2 FEET
 MD1710'SOUTH OF A POWERLINE POLE AND 1
 MD1710'FOOT WEST OF A FENCELINE.  THE MARK PROJECTS 2 INCHES
 MD1710'AND THE DISK IS STAMPED PINE 1947.
 MD1710'
 MD1710'TO REACH THE STATION FROM THE ELKHART COUNTY COURTHOUSE IN GOSHEN GO
 MD1710'NORTH ON STATE
 MD1710'HIGHWAY NO. 15 FOR 4.3 MILE TO SCHOOL ON THE LEFT AND STATION AS
 MD1710'DESCRIBED, CONTINUE NORTH FOR
 MD1710'0.25 MILE TO THE AZIMUTH MARK 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 = OCTOBER  6, 2006
 JA1711 ***********************************************************************
 JA1711  DESIGNATION -  PINHOOK
 JA1711  PID         -  JA1711
 JA1711  STATE/COUNTY-  IN/LAWRENCE
 JA1711  USGS QUAD   -  TUNNELTON (1980)
 JA1711
 JA1711                         *CURRENT SURVEY CONTROL
 JA1711  ___________________________________________________________________
 JA1711* NAD 83(1997)-  38 48 36.63683(N)    086 20 36.43860(W)     ADJUSTED  
 JA1711* NAVD 88     -       241.64   (+/-2cm)     792.8    (feet)  VERTCON   
 JA1711  ___________________________________________________________________
 JA1711  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 JA1711  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JA1711
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1711
 JA1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1711
 JA1711.The geoid height was determined by GEOID03.
 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;SPC IN E     -   395,641.630    41,217.581   MT  1.00000920   -0 25 27.1
 JA1711;SPC IN E     - 1,298,034.25    135,228.01   sFT  1.00000920   -0 25 27.1
 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!SPC IN E     -   0.99996729  x   1.00000920  =   0.99997649
 JA1711!UTM  16      -   0.99996729  x   0.99964001  =   0.99960731
 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 (07/19/86)  241.76   (m)          793.2    (f) LEVELING    3  
 JA1711
 JA1711.Superseded values are not recommended for survey control.
 JA1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1711.See file dsdata.txt to determine how the superseded data were derived.
 JA1711
 JA1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH5700395917(NAD 83)
 JA1711_MARKER: DS = TRIANGULATION STATION DISK
 JA1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA1961 ***********************************************************************
 KA1961  DESIGNATION -  PITTSBORO MUNICIPAL TANK
 KA1961  PID         -  KA1961
 KA1961  STATE/COUNTY-  IN/HENDRICKS
 KA1961  USGS QUAD   -  BROWNSBURG (1980)
 KA1961
 KA1961                         *CURRENT SURVEY CONTROL
 KA1961  ___________________________________________________________________
 KA1961* NAD 83(1997)-  39 51 53.18818(N)    086 28 06.22065(W)     ADJUSTED  
 KA1961* NAVD 88     -                                                        
 KA1961  ___________________________________________________________________
 KA1961  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 KA1961  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KA1961
 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
 KA1961.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1961
 KA1961.The geoid height was determined by GEOID03.
 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;SPC IN E     -   512,811.229    31,404.383   MT  1.00002457   -0 30 50.1
 KA1961;SPC IN E     - 1,682,448.17    103,032.55   sFT  1.00002457   -0 30 50.1
 KA1961;UTM  16      - 4,412,883.888   545,467.177   MT  0.99962545   +0 20 26.7
 KA1961
 KA1961                          SUPERSEDED SURVEY CONTROL
 KA1961
 KA1961  NAD 83(1986)-  39 51 53.19265(N)    086 28 06.21795(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1961.See file dsdata.txt to determine how the superseded data were derived.
 KA1961
 KA1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK4546712884(NAD 83)
 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 = OCTOBER  6, 2006
 ME2352 ***********************************************************************
 ME2352  DESIGNATION -  PLACE
 ME2352  PID         -  ME2352
 ME2352  STATE/COUNTY-  IN/LA PORTE
 ME2352  USGS QUAD   -  HAMLET (1977)
 ME2352
 ME2352                         *CURRENT SURVEY CONTROL
 ME2352  ___________________________________________________________________
 ME2352* NAD 83(1997)-  41 29 27.30824(N)    086 31 38.57982(W)     ADJUSTED  
 ME2352* NAVD 88     -       212.31   (+/-2cm)     696.6    (feet)  VERTCON   
 ME2352  ___________________________________________________________________
 ME2352  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 ME2352  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME2352
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2352
 ME2352.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2352
 ME2352.The geoid height was determined by GEOID03.
 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;SPC IN E     -   693,434.852    28,125.482   MT  1.00003022   -0 34 12.9
 ME2352;SPC IN E     - 2,275,044.18     92,275.02   sFT  1.00003022   -0 34 12.9
 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!SPC IN E     -   0.99997201  x   1.00003022  =   1.00000223
 ME2352!UTM  16      -   0.99997201  x   0.99961915  =   0.99959117
 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 USGS 1952                    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 (07/19/86)  212.42   (m)          696.9    (f) LEVELING    3  
 ME2352
 ME2352.Superseded values are not recommended for survey control.
 ME2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2352.See file dsdata.txt to determine how the superseded data were derived.
 ME2352
 ME2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3945193364(NAD 83)
 ME2352_MARKER: DS = TRIANGULATION STATION DISK
 ME2352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 ME2352'FEET EAST OF THE INTERSECTION OF STATE HIGHWAY 104 AND GRAVEL ROAD
 ME2352'WEST, 67 FEET SOUTH OF THE
 ME2352'SOUTHWEST CORNER OF A BARN, 34 FEET NORTHEAST OF THE CENTER
 ME2352'OF STATE HIGHWAY 104, 11 FEET SOUTHEAST OF A
 ME2352'FENCE CORNER AND 4 FEET NORTHWEST OF A
 ME2352'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2352'PLACE 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.
 ME2352'THE MARK PROJECTS 1 INCH AND THE DISK IS 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
 ME2352'INTERSECTION OF STATE HIGHWAY 104 AND GRAVEL ROAD WEST, 37 FEET WEST
 ME2352'OF THE CENTER OF STATE HIGHWAY 104
 ME2352'AND 4 FEET SOUTHWEST OF A TEN INCH WALNUT TREE.  THE MARK IS A 6 X 6
 ME2352'INCH CONCRETE POST THAT PROJECTS 1
 ME2352'INCH WITH A BRONZE U.S. GEOLOGICAL SURVEY BENCH
 ME2352'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
 ME2352'COUNTY LINE ROAD, 5 FEET NORTHEAST OF A POWER POLE AND 2 FEET NORTH
 ME2352'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
 ME2352'WEST OF WALKERTON, GO NORTHWEST ON STATE HIGHWAY 104 FOR 2.15 MILES
 ME2352'TO THE AZIMUTH MARK ON THE LEFT AS
 ME2352'DESCRIBED.  CONTINUE NORTHWEST ON HIGHWAY FOR 0.15 MILE
 ME2352'TO THE STATION ON THE RIGHT AS DESCRIBED.
 ME2352'
 ME2352'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1958 ***********************************************************************
 KA1958  DESIGNATION -  PLAIN
 KA1958  PID         -  KA1958
 KA1958  STATE/COUNTY-  IN/HENDRICKS
 KA1958  USGS QUAD   -  PLAINFIELD (1980)
 KA1958
 KA1958                         *CURRENT SURVEY CONTROL
 KA1958  ___________________________________________________________________
 KA1958* NAD 83(1997)-  39 41 29.33646(N)    086 25 06.46868(W)     ADJUSTED  
 KA1958* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 KA1958  ___________________________________________________________________
 KA1958  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 KA1958  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KA1958
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1958
 KA1958.The geoid height was determined by GEOID03.
 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;SPC IN E     -   493,533.749    35,514.983   MT  1.00001784   -0 28 48.6
 KA1958;SPC IN E     - 1,619,201.97    116,518.74   sFT  1.00001784   -0 28 48.6
 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     -   0.99996722  x   1.00000669  =   0.99997391
 KA1958!SPC IN E     -   0.99996722  x   1.00001784  =   0.99998506
 KA1958!UTM  16      -   0.99996722  x   0.99963061  =   0.99959784
 KA1958
 KA1958:                Primary Azimuth Mark                     Grid Az
 KA1958:SPC IN W     -  BROWNSBURG MUNICIPAL TANK                005 46 57.0
 KA1958:SPC IN E     -  BROWNSBURG MUNICIPAL TANK                006 41 14.3
 KA1958:UTM  16      -  BROWNSBURG MUNICIPAL TANK                005 50 08.6
 KA1958
 KA1958|---------------------------------------------------------------------|
 KA1958| PID    Reference Object                     Distance      Geod. Az  |
 KA1958|                                                           dddmmss.s |
 KA1958| KA1962 BROWNSBURG MUNICIPAL TANK           APPROX.16.8 KM 0061225.7 |
 KA1958| KA1959 PLAINFIELD MUNICIPAL TANK           APPROX. 2.1 KM 0580718.5 |
 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 2601537.1 |
 KA1958| KA1999 DANVILLE MUNICIPAL STANDPIPE        APPROX.12.1 KM 3095212.0 |
 KA1958| KA1961 PITTSBORO MUNICIPAL TANK            APPROX.19.7 KM 3472854.7 |
 KA1958| CC9152 PLAIN AZ MK                                        3590353.0 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1958.See file dsdata.txt to determine how the superseded data were derived.
 KA1958
 KA1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4986393677(NAD 83)
 KA1958_MARKER: DS = TRIANGULATION STATION DISK
 KA1958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1958_STAMPING: PLAIN 1939
 KA1958_MARK LOGO: CGS   
 KA1958_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KA1958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1958+STABILITY: SURFACE MOTION
 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             CGS
 KA1958  HISTORY     - 19800321 GOOD             NGS
 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 COAST AND 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2188 ***********************************************************************
 LA2188  DESIGNATION -  PLAIN
 LA2188  PID         -  LA2188
 LA2188  STATE/COUNTY-  IN/HUNTINGTON
 LA2188  USGS QUAD   -  MOUNT ETNA (1994)
 LA2188
 LA2188                         *CURRENT SURVEY CONTROL
 LA2188  ___________________________________________________________________
 LA2188* NAD 83(1997)-  40 40 45.00363(N)    085 30 24.44338(W)     ADJUSTED  
 LA2188* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 LA2188  ___________________________________________________________________
 LA2188  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 LA2188  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 LA2188
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2188
 LA2188.The geoid height was determined by GEOID03.
 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     -   0.99996428  x   0.99996891  =   0.99993319
 LA2188!UTM  16      -   0.99996428  x   0.99979600  =   0.99976029
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2188.See file dsdata.txt to determine how the superseded data were derived.
 LA2188
 LA2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL2619004215(NAD 83)
 LA2188_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 LA2188'MILES NORTH OF VAN BUREN.  IT IS 54 FEET EAST OF THE SOUTHEAST CORNER
 LA2188'OF A BARN, 36 FEET WEST OF CENTER OF
 LA2188'STATE HIGHWAY 221 AND 19 FEET WEST OF A WHITE WITNESS
 LA2188'POST.  THE MARK IS FLUSH WITH THE GOUND AND THE
 LA2188'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
 LA2188'1 FOOT WEST OF A FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 LA2188'DISK IS STAMPED PLAIN NO 1 1948.
 LA2188'
 LA2188'REFERENCE MARK NO. 2 IS 90.39 FEET SOUTHWEST OF STATION.  IT IS 1
 LA2188'FOOT SOUTH OF THE NORTHEAST
 LA2188'CORNER OF A BARN AND 1 FOOT EAST OF EAST SIDE OF BARN.  THE MARK IS
 LA2188'FLUSH WITH THE GROUND AND THE DISK IS
 LA2188'STAMPED 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
 LA2188'CENTER OF HIGHWAY 221, 16 FEET NORTH OF CENTER OF A GRAVEL ROAD AND
 LA2188'1 FOOT SOUTH OF A FENCE.  THE MARK
 LA2188'IS AN 8 BY 8 INCH CONCRETE POST WHICH PROJECTS ABOUT
 LA2188'4 INCHES AND THE DISK IS A STANDARD USC AND GS BM
 LA2188'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
 LA2188'TO THE JUNCTION OF STATE HIGHWAY 218, CONTINUE NORTH ON HIGHWAY
 LA2188'221 FOR 0.8 MILE TO STATION ON LEFT
 LA2188'AS DESCRIBED.  CONTINUE NORTH ON HIGHWAY FOR 0.25
 LA2188'MILE TO AZIMUTH MARK ON 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
 LA2188'POST WAS DESTROYED.  STATION TO REFERENCE MARK 2 IS 90.55 FEET.  THE
 LA2188'STATION MARK IS FOUR INCHES UNDERGROUND.  STATION TO S 202 IS
 LA2188'1154.86 FEET.
 LA2188'
 LA2188'TO REACH GO TO AN EAST-WEST MACADAM ROAD DESIGNATED AS 1000 SOUTH,
 LA2188'41 FEET EAST OF THE CENTER LINE OF HIGHWAY 221, 25.2 FEET EAST OF A
 LA2188'FENCE CORNER, 10.1 FEET EAST OF A TELEPHONE POLE, 16 FEET NORTH OF
 LA2188'THE CENTER OF MACADAM ROAD 1,000 SOUTH, 2.7 FEET SOUTH OF THE
 LA2188'FENCE LINE REMAINDER OF DESCRIPTION ADEQUATE.
 LA2188'
 LA2188'THE AZIMUTH MARK IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1496 ***********************************************************************
 MD1496  DESIGNATION -  PLATO
 MD1496  PID         -  MD1496
 MD1496  STATE/COUNTY-  IN/LAGRANGE
 MD1496  USGS QUAD   -  MONGO (1992)
 MD1496
 MD1496                         *CURRENT SURVEY CONTROL
 MD1496  ___________________________________________________________________
 MD1496* NAD 83(1997)-  41 38 29.35414(N)    085 21 09.30482(W)     ADJUSTED  
 MD1496* NAVD 88     -       307.     (meters)    1007.     (feet)  SCALED    
 MD1496  ___________________________________________________________________
 MD1496  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 MD1496  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 MD1496
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1496
 MD1496.The geoid height was determined by GEOID03.
 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     -   0.99995707  x   0.99997509  =   0.99993216
 MD1496!UTM  16      -   0.99995707  x   0.99983165  =   0.99978873
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1496.See file dsdata.txt to determine how the superseded data were derived.
 MD1496
 MD1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3720011283(NAD 83)
 MD1496_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1496
 MD1496  HISTORY     - Date     Condition        Report By
 MD1496  HISTORY     - 1946     MONUMENTED       CGS
 MD1496  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MD1496  HISTORY     - 19940728 GOOD             USPSQD
 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
 MD1496'3-1/2 MILES EAST OF LAGRANGE
 MD1496'AND ONE MILE WEST OF PLATO.  IT IS 73 FEET SOUTH OF THE CENTERLINE OF
 MD1496'THE HIGHWAY AND 25 FEET NORTHWEST
 MD1496'OF THE NORTHEAST CORNER OF A LARGE UNPAINTED BARN.  THE MARK
 MD1496'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 MD1496'PLATO 1946.
 MD1496'REFERENCE MARK NO. 1 IS 129.37 FEET NORTHWEST OF THE STATION.  IT
 MD1496'IS 45 FEET NORTH OF THE CENTERLINE
 MD1496'OF THE HIGHWAY, 4 FEET WEST OF TELEPHONE POLE NO. 2 AND ONE FOOT
 MD1496'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
 MD1496'FEET SOUTH OF THE CENTER OF THE
 MD1496'HIGHWAY AND 2 FEET NORTH OF POWERLINE POLE NO. REA A 42.5.  THE MARK
 MD1496'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
 MD1496'80 YARDS EAST OF NORTHWEST CORNER
 MD1496'OF A RED BARN, 20 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE BARN
 MD1496'AND 2 FEET WEST OF A WHITE WITNESS
 MD1496'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 MD1496'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.
 MD1496'HIGHWAY 20 FOR 3.25 MILES TO TOP OF GRADE AND THE STATION ON THE
 MD1496'RIGHT IN A FARM YARD.  TO REACH
 MD1496'THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S. HIGHWAY
 MD1496'20 FOR 0.25 MILE, TURN LEFT AND GO SOUTH FOR 0.25
 MD1496'MILE TO A FARM ON THE LEFT.  TURN
 MD1496'LEFT INTO THE FARM AND GO 75 YARDS EAST TO THE EAST END OF THE BARN
 MD1496'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,
 MD1496'1.2 MILES W OF PLATO CROSSROADS, 55 YARDS E OF THE CREST OF RIDGE,
 MD1496'241 FEET W OF FENCE CORNER, 181.5
 MD1496'FEET E OF PROJECTED PLANE OF E WALL OF ROCK VENEER HOUSE ON
 MD1496'S SIDE OF HWY., 73 FEET S OF CENTER LINE OF
 MD1496'CONCRETE 24-FOOT PAVEMENT, 6.5 FEET HIGHER
 MD1496'THAN SAME, 22 FEET NW OF NE CORNER OF BARN, 16 FEET N OF N
 MD1496'WALL OF BARN, STANDARD DISKS STAMPED
 MD1496'PLATO 1946, ARE SET IN NOTES 1A AND 7A MARKS, UPPER MARK FLUSH WITH
 MD1496'THE GROUND.
 MD1496'
 MD1496'REFERENCE STAMPED PLATO NO 1 1946, NOTE 11A, PROJECTS 0.3 FOOT, IS
 MD1496'129.28 FEET (39.405 METERS)
 MD1496'NNW IN AZIMUTH 161 DEG 31 MIN FROM STATION, 182 FEET E OF CENTER LINE
 MD1496'OF CUT-THRU-BANK DRIVEWAY, 49 FEET N OF CENTER LINE
 MD1496'OF HWY., 7.8 FEET HIGHER THAN SAME, 13 FEET
 MD1496'E OF NO. 141 TELEPHONE POLE, AND ONE FOOT S OF THE
 MD1496'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
 MD1496'IN AZIMUTH 100 DEG. 35 MIN. FROM STATION, 58 FEET S OF CENTER LINE OF
 MD1496'HWY., ABOUT 5.0 FEET HIGHER THAN SAME, AND 2
 MD1496'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
 MD1496'YARDS E OF CENTER LINE OF GRAVEL ROAD, 11 FEET E OF NW CORNER OF
 MD1496'CONCRETE FOUNDATION OF LARGE BARN, AND
 MD1496'2.7 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1678 ***********************************************************************
 JA1678  DESIGNATION -  PLATT
 JA1678  PID         -  JA1678
 JA1678  STATE/COUNTY-  IN/WASHINGTON
 JA1678  USGS QUAD   -  KOSSUTH (1994)
 JA1678
 JA1678                         *CURRENT SURVEY CONTROL
 JA1678  ___________________________________________________________________
 JA1678* NAD 83(1997)-  38 43 41.53031(N)    086 06 08.62548(W)     ADJUSTED  
 JA1678* NAVD 88     -       258.64   (+/-2cm)     848.6    (feet)  VERTCON   
 JA1678  ___________________________________________________________________
 JA1678  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 JA1678  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JA1678
 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.The vertical order pertains to the NGVD 29 superseded value.
 JA1678
 JA1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1678
 JA1678.The geoid height was determined by GEOID03.
 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     -   0.99996467  x   0.99998434  =   0.99994901
 JA1678!UTM  16      -   0.99996467  x   0.99967496  =   0.99963964
 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|---------------------------------------------------------------------|
 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 (07/19/86)  258.76   (m)          848.9    (f) LEVELING    3  
 JA1678
 JA1678.Superseded values are not recommended for survey control.
 JA1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1678.See file dsdata.txt to determine how the superseded data were derived.
 JA1678
 JA1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7802286998(NAD 83)
 JA1678_MARKER: DS = TRIANGULATION STATION DISK
 JA1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1679 ***********************************************************************
 JA1679  DESIGNATION -  PLATT 2
 JA1679  PID         -  JA1679
 JA1679  STATE/COUNTY-  IN/WASHINGTON
 JA1679  USGS QUAD   -  KOSSUTH (1994)
 JA1679
 JA1679                         *CURRENT SURVEY CONTROL
 JA1679  ___________________________________________________________________
 JA1679* NAD 83(1997)-  38 43 40.66340(N)    086 06 08.67147(W)     ADJUSTED  
 JA1679* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 JA1679  ___________________________________________________________________
 JA1679  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 JA1679  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JA1679
 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.No horizontal observational check was made to the station.
 JA1679
 JA1679.The orthometric height was scaled from a topographic map.
 JA1679
 JA1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1679
 JA1679.The geoid height was determined by GEOID03.
 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     -   0.99996463  x   0.99998434  =   0.99994897
 JA1679!UTM  16      -   0.99996463  x   0.99967496  =   0.99963960
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1679.See file dsdata.txt to determine how the superseded data were derived.
 JA1679
 JA1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH7802186971(NAD 83)
 JA1679_MARKER: DS = TRIANGULATION STATION DISK
 JA1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1679_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA2400 ***********************************************************************
 LA2400  DESIGNATION -  PLEASANT
 LA2400  PID         -  LA2400
 LA2400  STATE/COUNTY-  IN/ADAMS
 LA2400  USGS QUAD   -  WREN (1994)
 LA2400
 LA2400                         *CURRENT SURVEY CONTROL
 LA2400  ___________________________________________________________________
 LA2400* NAD 83(1997)-  40 47 22.92442(N)    084 51 32.96419(W)     ADJUSTED  
 LA2400* NAVD 88     -       243.     (meters)     797.     (feet)  SCALED    
 LA2400  ___________________________________________________________________
 LA2400  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 LA2400  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 LA2400
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2400
 LA2400.The geoid height was determined by GEOID03.
 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;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     -   0.99996715  x   1.00002382  =   0.99999097
 LA2400!SPC OH N     -   0.99996715  x   0.99995085  =   0.99991801
 LA2400!UTM  16      -   0.99996715  x   1.00000158  =   0.99996873
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2400.See file dsdata.txt to determine how the superseded data were derived.
 LA2400
 LA2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8062517617(NAD 83)
 LA2400_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2400_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 LA2400'MILE NORTHWEST OF PLEASANT MILLS.  IT IS 63 FEET WEST-SOUTHWEST OF
 LA2400'THE CENTER OF U.S. HIGHWAY 33, 45
 LA2400'FEET WEST-SOUTHWEST OF MR. H.J. SHOAFS MAIL BOX, 15 FEET
 LA2400'SOUTH-SOUTHEAST OF THE CENTER OF A DRIVEWAY AND
 LA2400'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
 LA2400'U.S. HIGHWAY 33 FOR 4.3 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 LA2400'DESCRIBED, CONTINUE SOUTHEAST ON
 LA2400'THE HIGHWAY FOR 0.3 MILE TO MR. SHOAFS DRIVEWAY ON
 LA2400'THE RIGHT AND THE STATION AS DESCRIBED.
 LA2400'
 LA2400'THE STATION MARK IS 14 INCHES BELOW THE SURFACE OF THE GROUND, AND
 LA2400'THE DISK IS STAMPED
 LA2400'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
 LA2400'WHITE 4 BY 4 WITNESS POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK
 LA2400'IS STAMPED PLEASANT NO 1 1955.
 LA2400'
 LA2400'REFERENCE MARK 2 IS 60 FEET NORTH OF THE CENTER OF THE DRIVEWAY AND
 LA2400'28 FEET WEST-SOUTHWEST OF THE CENTER OF
 LA2400'THE HIGHWAY.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 LA2400'STAMPED PLEASANT NO 2 1955.
 LA2400'
 LA2400'THE AZIMUTH MARK IS 45 FEET SOUTH-SOUTHEAST OF A ROADSIDE PARK PICNIC
 LA2400'TABLE, 37 FEET
 LA2400'EAST-NORTHEAST OF THE CENTER OF THE HIGHWAY, 1 FOOT SOUTHWEST OF A
 LA2400'WIRE FENCE, AND 1 FOOT SOUTHEAST
 LA2400'OF A WHITE 4 BY 4 INCHES WITNESS POST.  THE MARK PROJECTS 5 INCHES,
 LA2400'AND THE DISK IS 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'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 LA2400'DESCRIBED.
 LA2400'
 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
 LA2400'YARDS NW OF CREST OF RIDGE, 63 FEET SW OF CENTER LINE OF 20-FOOT
 LA2400'ASPHALT HWY. PAVEMENT, 26 FEET E OF PROJECTED PLANE OF W END WALL
 LA2400'OF RANCH STYLE HOUSE ABOUT 100 YARDS S OF THE STATION, 15 FEET S
 LA2400'OF CENTER LINE OF DRIVEWAY, STANDARD DISKS STAMPED PLEASANT 1955
 LA2400'ARE SET IN MARKS WITH THE UPPER MARK ABOUT 1.1 FEET UNDERGROUND.
 LA2400'
 LA2400'REFERENCE STAMPED PLEASANT NO 1 1955, PROJECTS 0.3 FOOT IS 79.63
 LA2400'FEET OR 24.271 METERS ESE (THE DIRECTIONS IN THE ORIGINAL
 LA2400'DESCRIPTION ARE SWAPPED ABOUT FOR THE REFERENCE MARKS BUT OTHERWISE
 LA2400'CORRECT) OF STATION, ON AN EARTH BUMP, 40 FEET SW OF CENTER
 LA2400'LINE OF HWY., 4.4 FEET HIGHER THAN SAME.
 LA2400'
 LA2400'REFERENCE STAMPED PLEASANT NO 2 1955, PROJECTS 0.1 FOOT, IS 82.00
 LA2400'FEET OR 24.993 METERS NNW (ORIGINAL DESCRIPTION DIRECTIONS
 LA2400'EXCHANGED) OF STATION, 31 FEET SW OF CENTER LINE OF HWY., AND 1.9
 LA2400'FEET SE OF STEEL WITNESS POST.
 LA2400'
 LA2400'AZIMUTH MARK STAMPED PLEASANT 1955, PROJECTS 0.4 FOOT, IS ABOUT
 LA2400'0.3 MILE NW OF STATION, 60 FEET SE OF A 4-FOOT OAK TREE, 40 FEET
 LA2400'NE OF CENTER LINE OF HWY., 1.1 FEET LOWER THAN SAME, 7.8 FEET SE
 LA2400'OF CENTER OF CREOSOTED TELEPHONE POLE, ABOUT 75 YARDS SE OF
 LA2400'24-INCH IRON PIPE CULVERT UNDER THE HWY., AND 1.5 FEET SW OF A
 LA2400'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.
 LA2400'
 LA2400'PLEASANT 1955 (AZIM) RECOVERED GOOD.  NO WITNESS POST.
 LA2400'
 LA2400'PLEASANT NO 1 1955 RECOVERED GOOD.  HAS WITNESS POST.
 LA2400'
 LA2400'PLEASANT NO 2 1955 RECOVERED GOOD.  HAS WITNESS POST.
 LA2400'
 LA2400'NOT ON NGS LEVELS.
 LA2400'
 LA2400'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SE OF DECATUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1852 ***********************************************************************
 MD1852  DESIGNATION -  PLEASANT LAKE ATT MICROWAVE
 MD1852  PID         -  MD1852
 MD1852  STATE/COUNTY-  IN/STEUBEN
 MD1852  USGS QUAD   -  HAMILTON (1992)
 MD1852
 MD1852                         *CURRENT SURVEY CONTROL
 MD1852  ___________________________________________________________________
 MD1852* NAD 83(1997)-  41 33 50.53308(N)    084 59 02.22109(W)     ADJUSTED  
 MD1852* NAVD 88     -                                                        
 MD1852  ___________________________________________________________________
 MD1852  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 MD1852  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 MD1852
 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
 MD1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1852
 MD1852.The geoid height was determined by GEOID03.
 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;UTM  16      - 4,603,336.200   668,103.448   MT  0.99994777   +1 20 16.3
 MD1852
 MD1852                          SUPERSEDED SURVEY CONTROL
 MD1852
 MD1852  NAD 83(1995)-  41 33 50.53305(N)    084 59 02.22113(W) AD(       ) 4
 MD1852  NAD 83(1994)-  41 33 50.53246(N)    084 59 02.22186(W) AD(       ) 4
 MD1852  NAD 83(1986)-  41 33 50.53562(N)    084 59 02.23440(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1852.See file dsdata.txt to determine how the superseded data were derived.
 MD1852
 MD1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6810303336(NAD 83)
 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 = OCTOBER  6, 2006
 LA2213 ***********************************************************************
 LA2213  DESIGNATION -  PLEVNA
 LA2213  PID         -  LA2213
 LA2213  STATE/COUNTY-  IN/HOWARD
 LA2213  USGS QUAD   -  AMBOY (1994)
 LA2213
 LA2213                         *CURRENT SURVEY CONTROL
 LA2213  ___________________________________________________________________
 LA2213* NAD 83(1997)-  40 31 56.95949(N)    085 59 42.05623(W)     ADJUSTED  
 LA2213* NAVD 88     -       260.     (meters)     853.     (feet)  SCALED    
 LA2213  ___________________________________________________________________
 LA2213  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 LA2213  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LA2213
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2213
 LA2213.The geoid height was determined by GEOID03.
 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     -   0.99996462  x   0.99997619  =   0.99994081
 LA2213!UTM  16      -   0.99996462  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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2213.See file dsdata.txt to determine how the superseded data were derived.
 LA2213
 LA2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8511687346(NAD 83)
 LA2213_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2213_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LA2213
 LA2213  HISTORY     - Date     Condition        Report By
 LA2213  HISTORY     - 1954     MONUMENTED       CGS
 LA2213  HISTORY     - 1957     SEE DESCRIPTION  CGS
 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
 LA2213'SOUTHWEST OF PLEVNA, ON PROPERTY OF TOBIAS MILLER.  IT IS ABOUT 500
 LA2213'FEET NORTH OF MR. MILLERS
 LA2213'HOUSE, 81 FEET SOUTH OF AN EAST-WEST FENCE, 53 FEET EAST OF
 LA2213'THE CENTER OF A GRAVEL ROAD, 35 FEET EAST OF
 LA2213'A FENCE LINE.  THE MARK IS ABOUT 14 INCHES
 LA2213'BELOW GROUND AND 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
 LA2213'NORTH-SOUTH FENCE.  IT IS A STANDARD REFERENCE MARK DISK SET FLUSH IN
 LA2213'A DRILL HOLE IN THE CONCRETE FOOTING
 LA2213'OF THE MOST NORTHERLY OF 2 CONCRETE GATE POSTS AND IS
 LA2213'STAMPED PLEVNA NO 1 1954.
 LA2213'
 LA2213'REFERENCE MARK NO. 2 IS 19 FEET EAST OF THE CENTER OF THE GRAVEL
 LA2213'ROAD, 3 FEET SOUTHEAST OF A WHITE
 LA2213'WITNESS POST AND 1 FOOT EAST OF THE NORTH-SOUTH FENCE.  THE MARK IS
 LA2213'FLUSH AND THE DISK IS STAMPED
 LA2213'PLEVNA 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
 LA2213'PAVED ROAD, 2 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A
 LA2213'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
 LA2213'IN GREENTOWN, GO NORTH ON MERIDIAN STREET AND PAVED ROAD FOR 4.0
 LA2213'MILES TO T INTERSECTION, TURN LEFT
 LA2213'AND GO WEST ON PAVED ROAD FOR 0.5 MILE TO CROSSROAD IN
 LA2213'PLEVNA, CONTINUE WEST ON PAVED ROAD FOR 0.95
 LA2213'MILE TO AZIMUTH MARK ON THE LEFT, SOUTH
 LA2213'SIDE OF PAVED ROAD.  CONTINUE WEST ON PAVED ROAD FOR 0.1 MILE
 LA2213'TO GRAVEL CROSSROAD, TURN LEFT AND
 LA2213'GO SOUTH ON GRAVEL ROAD FOR 0.25 MILE TO THE STATION ON THE LEFT,
 LA2213'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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2044 ***********************************************************************
 LA2044  DESIGNATION -  PLUM
 LA2044  PID         -  LA2044
 LA2044  STATE/COUNTY-  IN/HUNTINGTON
 LA2044  USGS QUAD   -  MARKLE (1973)
 LA2044
 LA2044                         *CURRENT SURVEY CONTROL
 LA2044  ___________________________________________________________________
 LA2044* NAD 83(1997)-  40 45 22.96271(N)    085 22 24.16221(W)     ADJUSTED  
 LA2044* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 LA2044  ___________________________________________________________________
 LA2044  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 LA2044  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LA2044
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2044
 LA2044.The geoid height was determined by GEOID03.
 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     -   0.99996425  x   0.99997421  =   0.99993846
 LA2044!UTM  16      -   0.99996425  x   0.99983205  =   0.99979631
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2044.See file dsdata.txt to determine how the superseded data were derived.
 LA2044
 LA2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL3730712986(NAD 83)
 LA2044_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2044
 LA2044  HISTORY     - Date     Condition        Report By
 LA2044  HISTORY     - 1948     MONUMENTED       CGS
 LA2044  HISTORY     - 1955     SEE DESCRIPTION  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
 LA2044'SOUTHWEST OF MARKLE.
 LA2044'IT IS 65 FEET SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY 3 AND A
 LA2044'GRAVEL CROSSROAD, 55 FEET SOUTH
 LA2044'OF THE CENTER OF THE GRAVEL ROAD, 34 FEET EAST OF THE CENTER OF
 LA2044'THE HIGHWAY AND 10 FEET WEST OF A FENCE
 LA2044'LINE AND WHITE WITNESS POST.  THE MARK PROJECTS
 LA2044'6 INCHES AND THE DISK 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
 LA2044'GRAVEL ROAD, 40 FEET EAST OF THE CENTER OF THE HIGHWAY, 2 FEET SOUTH
 LA2044'OF A FENCE CORNER AND 1 FOOT SOUTH
 LA2044'OF A HIGHWAY RIGHT OF WAY MARKER.  THE MARK IS FLUSH AND
 LA2044'THE DISK IS STAMPED PLUM NO 1 1948.
 LA2044'
 LA2044'REFERENCE MARK NO. 2 IS 71.84 FEET WEST OF THE STATION.  IT IS 56
 LA2044'FEET SOUTH OF THE CENTER OF THE
 LA2044'GRAVEL ROAD, 37 FEET WEST OF THE CENTER OF THE HIGHWAY AND 3 FEET
 LA2044'NORTH OF A FENCE CORNER.  THE MARK IS
 LA2044'FLUSH AND 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
 LA2044'FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 1 FOOT NORTHEAST OF A
 LA2044'FENCE LINE AND 1 FOOT NORTH OF A
 LA2044'WHITE WITNESS POST.  THE MARK IS A 8 BY 8 INCH CONCRETE POST SET
 LA2044'FLUSH WITH THE GROUND WITH A STANDARD USC AND
 LA2044'GS BENCH MARK DISK STAMPED E 214 1947.
 LA2044'
 LA2044'THE AZIMUTH MARK IS 0.6 MILE NORTH OF THE STATION.  IT IS 24 FEET
 LA2044'WEST OF THE CENTER OF STATE
 LA2044'HIGHWAY 3 AND 13 FEET SOUTH OF A WHITE WITNESS POST.  THE DISK IS SET
 LA2044'FLUSH IN A DRILL HOLE IN THE SOUTH
 LA2044'EDGE OF A 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
 LA2044'NORTH ON HIGHWAY 3 FOR 1.0 MILE TO THE STATION ON THE RIGHT AS
 LA2044'DESCRIBED.  CONTINUE NORTH FOR 0.6
 LA2044'MILE TO THE 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
 LA2044'ADEQUATE.
 LA2044
 LA2044                          STATION RECOVERY (1964)
 LA2044
 LA2044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 LA2044'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 LA2044'DESCRIBED.
 LA2044'
 LA2044'ABOUT 1.0 MILES N ALONG NO. 3 INDIANA HWY. FROM ITS INTERSECTION
 LA2044'WITH NO. 124 IND. HWY. WHICH INTERSECTION IS 1.0 MILE E OF THE
 LA2044'CROSSROADS AT PLUM TREE, 56 FEET S OF CENTER LINE OF GRAVELED NO.
 LA2044'500 S COUNTY ROAD, 32 FEET E OF CENTER LINE OF 24-FOOT ASPHALT
 LA2044'HWY.  PAVEMENT, 2.2 FEET LOWER THAN SAME, AND 3 FEET N OF STEEL
 LA2044'WITNESS POST, STANDARD DISKS ARE STAMPED PLUM 1948 AND SET IN
 LA2044'MARKS WITH THE UPPER MARK PROJECTING 0.3 FOOT.
 LA2044'
 LA2044'R.M. STAMPED PLUM NO 1 1948, FLUSH, IS 31.964 METERS OR 104.87 FEET
 LA2044'N 03 DEG 56 MIN E FROM THE STATION, 49 FEET S. OF THE CENTER LINE
 LA2044'OF GRAVEL ROAD, 40 FEET E OF CENTER OF HWY., 1.5 FEET LOWER THAN
 LA2044'SAME, 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
 LA2044'S 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
 LA2044'103.36 FEET N 72 DEG 43 MIN W FROM THE STATION, 67 FEET W. OF
 LA2044'CENTER LINE OF HWY., 0.4 FOOT LOWER THAN SAME, A FOOT NE OF FENCE,
 LA2044'AND PROJECTS JUST SLIGHTLY ABOVE GROUND, 22 FEET S OF GRAVEL ROAD.
 LA2044'
 LA2044'AZIMUTH MARK STAMPED PLUM 1948, IS ABOUT ABOUT 0.6 MILE
 LA2044'N 00 DEG 58 MIN W FROM THE STATION, 24-1/2 FEET W. OF THE CENTER LINE
 LA2044'OF HWY., 1.2 FEET LOWER THAN SAME, A STANDARD DISK SET IN A DRILL
 LA2044'HOLE IN TOP OF A 13-FOOT CONCRETE HEADWALL OF 36-INCH IRON PIPE
 LA2044'CULVERT, 0.8 FOOT N OF THE S END THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1949 ***********************************************************************
 KA1949  DESIGNATION -  PLUMMER RESET
 KA1949  PID         -  KA1949
 KA1949  STATE/COUNTY-  IN/JOHNSON
 KA1949  USGS QUAD   -  BARGERSVILLE (1992)
 KA1949
 KA1949                         *CURRENT SURVEY CONTROL
 KA1949  ___________________________________________________________________
 KA1949* NAD 83(1997)-  39 34 21.46852(N)    086 14 11.32828(W)     ADJUSTED  
 KA1949* NAVD 88     -       240.     (meters)     787.     (feet)  SCALED    
 KA1949  ___________________________________________________________________
 KA1949  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 KA1949  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KA1949
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1949
 KA1949.The geoid height was determined by GEOID03.
 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     -   0.99996754  x   0.99999617  =   0.99996371
 KA1949!SPC IN W     -   0.99996754  x   1.00003183  =   0.99999937
 KA1949!UTM  16      -   0.99996754  x   0.99965295  =   0.99962050
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1949.See file dsdata.txt to determine how the superseded data were derived.
 KA1949
 KA1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ6557980603(NAD 83)
 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 = OCTOBER  6, 2006
 ME0269 ***********************************************************************
 ME0269  DESIGNATION -  PLY
 ME0269  PID         -  ME0269
 ME0269  STATE/COUNTY-  IN/MARSHALL
 ME0269  USGS QUAD   -  PLYMOUTH (1980)
 ME0269
 ME0269                         *CURRENT SURVEY CONTROL
 ME0269  ___________________________________________________________________
 ME0269* NAD 83(1997)-  41 20 24.11610(N)    086 18 50.13253(W)     ADJUSTED  
 ME0269* NAVD 88     -       240.124  (meters)     787.81   (feet)  ADJUSTED  
 ME0269  ___________________________________________________________________
 ME0269  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 ME0269  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0269  DYNAMIC HT  -         240.023 (meters)     787.48  (feet)  COMP
 ME0269  MODELED GRAV-     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
 ME0269.and adjusted by the National Geodetic Survey in June 1991..
 ME0269
 ME0269.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME0269
 ME0269.The geoid height was determined by GEOID03.
 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;                    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     -  PLYMOUTH MUNICIPAL TANK                  111 47 43.9
 ME0269:UTM  16      -  PLYMOUTH MUNICIPAL TANK                  110 54 53.2
 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
 ME0269.Superseded values are not recommended for survey control.
 ME0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0269.See file dsdata.txt to determine how the superseded data were derived.
 ME0269
 ME0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5740376732(NAD 83)
 ME0269_MARKER: DS = TRIANGULATION STATION DISK
 ME0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0269_SP_SET: CONCRETE POST
 ME0269_STAMPING: PLY 1952
 ME0269_MARK LOGO: CGS   
 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             NGS
 ME0269  HISTORY     - 1975     GOOD             NGS
 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
 ME0269'OWNED BY A.B. STOUT.  IT IS 206 FEET NORTH OF THE NORTH ENTRANCE TO
 ME0269'THE DEPOT, 167 FEET NORTH OF THE
 ME0269'CENTER OF W. LA PORTE STREET, 36 FEET SOUTH OF THE SOUTHWEST
 ME0269'CORNER OF A BUILDING, 24 FEET EAST OF THE EAST
 ME0269'RAIL OF A RAILROAD SIDING, 23 FEET
 ME0269'NORTH OF TWO 10 INCH BIRCH TREES AND 6 FEET EAST OF A WHITE
 ME0269'WITNESS POST.  THE MARK IS FLUSH
 ME0269'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
 ME0269'NORTHWEST CORNER OF A BUILDING AND 3 FEET EAST OF THE EAST RAIL OF
 ME0269'THE PENNA. RAILROAD TRACK.  THE DISK
 ME0269'IS A STANDARD U.S. COAST AND GEODETIC SURVEY REFERENCE
 ME0269'MARK DISK SET IN A DRILL HOLE IN A CONCRETE CURB
 ME0269'AND IS STAMPED PLY NO 1 1952.
 ME0269'
 ME0269'PLYMOUTH 1920 IS USED AS A REFERENCE MARK.  IT IS 91 FEET SOUTH OF
 ME0269'THE CENTER OF W.  CARRA STREET
 ME0269'AND 6 FEET EAST OF THE EAST RAIL OF THE PENNA. RAILROAD TRACK.  THE
 ME0269'DISK IS STANDARD U.S. COAST AND
 ME0269'GEODETIC SURVEY TRIANGULATION STATION MARK DISK SET FLUSH IN A
 ME0269'DRILL HOLE IN A CONCRETE CURB AND IS
 ME0269'STAMPED PLYMOUTH 1920.
 ME0269'
 ME0269'AZIMUTH MARK IS 154 FEET NORTH OF THE INTERSECTION OF W. WASHINGTON
 ME0269'STREET AND N.  SECOND STREET,
 ME0269'22 FEET WEST OF THE WEST RAIL OF A RAILROAD SIDING, 3 FEET SOUTH OF A
 ME0269'POWER LINE POLE AND 2 FEET SOUTH
 ME0269'OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES
 ME0269'AND THE DISK IS 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
 ME0269'CONDITION.  THE DESCRIPTION
 ME0269'IS ADEQUATE FOR RECOVERY
 ME0269'PURPOSE.
 ME0269
 ME0269                          STATION RECOVERY (1968)
 ME0269
 ME0269'RECOVERY NOTE BY NATIONAL 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
 ME0269'WERE REMOVED.  REFERENCE MARKS 2 AND 3 WAS ESTABLISHED.  THE
 ME0269'DISTANCE AND DIRECTION CHECKED TO PLYMOUTH 1920.  THE PREVIOUS
 ME0269'DESCRIPTION IS GOOD 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
 ME0269'RAIL OF THE MOST EASTERLY RAILROAD TRACKS.  THE DISK IS STAMPED PLY
 ME0269'1952 NO 2 1975.
 ME0269'
 ME0269'REFERENCE MARK 3 IS CEMENTED IN A 2 FOOT BY 2 FOOT CONCRETE
 ME0269'FOOTING.  53 FEET WEST OF THE SOUTHWEST CORNER OF A LARGE WHITE
 ME0269'BUILDING, 24 FEET SOUTH OF A POWER POLE, 21 FEET NORTHEAST OF A 24
 ME0269'INCH TREE AND 4 FEET EAST OF THE WEST ONE OF 2 SPUR TRACKS OF THE
 ME0269'RAILROAD.  THE DISK 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 (1975)
 ME0269
 ME0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 ME0269'RECOVERED IN GOOD CONDITION.
 ME0269
 ME0269                          STATION RECOVERY (1977)
 ME0269
 ME0269'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1977 (RB)
 ME0269'PLY 1952 RECOVERED GOOD.
 ME0269'
 ME0269'PLY 1952 (AZIM) RECOVERED GOOD.
 ME0269'
 ME0269'PLY NO 2 1975 RECOVERED GOOD.
 ME0269'
 ME0269'PLY NO 3 1975 RECOVERED GOOD.
 ME0269'
 ME0269'PLYMOUTH 1920 RECOVERED GOOD.
 ME0269'
 ME0269'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT 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 = OCTOBER  6, 2006
 ME0271 ***********************************************************************
 ME0271  DESIGNATION -  PLY AZ MK
 ME0271  PID         -  ME0271
 ME0271  STATE/COUNTY-  IN/MARSHALL
 ME0271  USGS QUAD   -  PLYMOUTH (1980)
 ME0271
 ME0271                         *CURRENT SURVEY CONTROL
 ME0271  ___________________________________________________________________
 ME0271* NAD 83(1986)-  41 20 30.     (N)    086 18 55.     (W)     SCALED    
 ME0271* NAVD 88     -       241.606  (meters)     792.67   (feet)  ADJUSTED  
 ME0271  ___________________________________________________________________
 ME0271  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME0271  DYNAMIC HT  -         241.505 (meters)     792.34  (feet)  COMP
 ME0271  MODELED GRAV-     980,200.8   (mgal)                       NAVD 88
 ME0271
 ME0271  VERT ORDER  -  FIRST     CLASS I
 ME0271
 ME0271.The horizontal coordinates were scaled from a topographic map and have
 ME0271.an estimated accuracy of +/- 6 seconds.
 ME0271
 ME0271.The orthometric height was determined by differential leveling
 ME0271.and adjusted by the National Geodetic Survey in June 1991..
 ME0271
 ME0271.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0271.See file dsdata.txt to determine how the superseded data were derived.
 ME0271
 ME0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL572769(NAD 83)
 ME0271_MARKER: DZ = AZIMUTH MARK DISK
 ME0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0271_STAMPING: PLY 1952
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 ME2089 ***********************************************************************
 ME2089  DESIGNATION -  PLY RM 2
 ME2089  PID         -  ME2089
 ME2089  STATE/COUNTY-  IN/MARSHALL
 ME2089  USGS QUAD   -  PLYMOUTH (1980)
 ME2089
 ME2089                         *CURRENT SURVEY CONTROL
 ME2089  ___________________________________________________________________
 ME2089* NAD 83(1986)-  41 20 23.     (N)    086 18 50.     (W)     SCALED    
 ME2089* NAVD 88     -       241.255  (meters)     791.52   (feet)  ADJUSTED  
 ME2089  ___________________________________________________________________
 ME2089  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME2089  DYNAMIC HT  -         241.154 (meters)     791.19  (feet)  COMP
 ME2089  MODELED GRAV-     980,200.6   (mgal)                       NAVD 88
 ME2089
 ME2089  VERT ORDER  -  FIRST     CLASS II
 ME2089
 ME2089.The horizontal coordinates were scaled from a topographic map and have
 ME2089.an estimated accuracy of +/- 6 seconds.
 ME2089
 ME2089.The orthometric height was determined by differential leveling
 ME2089.and adjusted by the National Geodetic Survey in April 1995..
 ME2089
 ME2089.The geoid height was determined by GEOID03.
 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     -   676,490.       45,830.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2089.See file dsdata.txt to determine how the superseded data were derived.
 ME2089
 ME2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL574766(NAD 83)
 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
 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 = OCTOBER  6, 2006
 ME2090 ***********************************************************************
 ME2090  DESIGNATION -  PLY RM 3
 ME2090  PID         -  ME2090
 ME2090  STATE/COUNTY-  IN/MARSHALL
 ME2090  USGS QUAD   -  PLYMOUTH (1980)
 ME2090
 ME2090                         *CURRENT SURVEY CONTROL
 ME2090  ___________________________________________________________________
 ME2090* NAD 83(1986)-  41 20 23.     (N)    086 18 50.     (W)     SCALED    
 ME2090* NAVD 88     -       240.76   (+/-2cm)     789.9    (feet)  VERTCON   
 ME2090  ___________________________________________________________________
 ME2090  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME2090
 ME2090  VERT ORDER  -  THIRD (See Below)
 ME2090
 ME2090.The horizontal coordinates were scaled from a topographic map and have
 ME2090.an estimated accuracy of +/- 6 seconds.
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2090
 ME2090.The geoid height was determined by GEOID03.
 ME2090
 ME2090;                    North         East    Units  Estimated Accuracy
 ME2090;SPC IN E     -   676,490.       45,830.      MT  (+/- 180 meters Scaled)
 ME2090
 ME2090                          SUPERSEDED SURVEY CONTROL
 ME2090
 ME2090  NGVD 29 (04/16/04)  240.88   (m)          790.3    (f) RESET       3  
 ME2090
 ME2090.Superseded values are not recommended for survey control.
 ME2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2090.See file dsdata.txt to determine how the superseded data were derived.
 ME2090
 ME2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL574766(NAD 83)
 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_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
 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 = OCTOBER  6, 2006
 ME0303 ***********************************************************************
 ME0303  DESIGNATION -  PLYMOUTH
 ME0303  PID         -  ME0303
 ME0303  STATE/COUNTY-  IN/MARSHALL
 ME0303  USGS QUAD   -  PLYMOUTH (1980)
 ME0303
 ME0303                         *CURRENT SURVEY CONTROL
 ME0303  ___________________________________________________________________
 ME0303* NAD 83(1997)-  41 20 24.75952(N)    086 18 50.92045(W)     ADJUSTED  
 ME0303* NAVD 88     -       241.227  (meters)     791.43   (feet)  ADJUSTED  
 ME0303  ___________________________________________________________________
 ME0303  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 ME0303  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0303  DYNAMIC HT  -         241.126 (meters)     791.09  (feet)  COMP
 ME0303  MODELED GRAV-     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
 ME0303.and adjusted by the National Geodetic Survey in June 1991..
 ME0303.WARNING-Repeat measurements at this control monument indicate possible
 ME0303.vertical movement.
 ME0303
 ME0303.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME0303
 ME0303.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996746  x   1.00000280  =   0.99997026
 ME0303!UTM  16      -   0.99996746  x   0.99964052  =   0.99960799
 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  NGVD 29 (??/??/92)  241.353  (m)          791.84   (f) ADJ UNCH    1 1
 ME0303
 ME0303.Superseded values are not recommended for survey control.
 ME0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0303.See file dsdata.txt to determine how the superseded data were derived.
 ME0303
 ME0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5738476752(NAD 83)
 ME0303_MARKER: DS = TRIANGULATION STATION DISK
 ME0303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0303_SP_SET: RETAINING WALL
 ME0303_STAMPING: PLYMOUTH 1920
 ME0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0303
 ME0303  HISTORY     - Date     Condition        Report By
 ME0303  HISTORY     - 1920     MONUMENTED       CGS
 ME0303  HISTORY     - 1946     GOOD             NGS
 ME0303  HISTORY     - 1952     GOOD             CGS
 ME0303  HISTORY     - 1968     POOR             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  6, 2006
 ME2335 ***********************************************************************
 ME2335  DESIGNATION -  PLYMOUTH CO CTHSE CLOCK TOWER
 ME2335  PID         -  ME2335
 ME2335  STATE/COUNTY-  IN/MARSHALL
 ME2335  USGS QUAD   -  PLYMOUTH (1980)
 ME2335
 ME2335                         *CURRENT SURVEY CONTROL
 ME2335  ___________________________________________________________________
 ME2335* NAD 83(1997)-  41 20 37.88088(N)    086 18 41.16785(W)     ADJUSTED  
 ME2335* NAVD 88     -                                                        
 ME2335  ___________________________________________________________________
 ME2335  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 ME2335  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME2335
 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
 ME2335.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2335
 ME2335.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2335
 ME2335  NAD 83(1986)-  41 20 37.88408(N)    086 18 41.16704(W) AD(       ) 4
 ME2335  NAD 27      -  41 20 37.73000(N)    086 18 41.14300(W) AD(       ) 3
 ME2335
 ME2335.Superseded values are not recommended for survey control.
 ME2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2335.See file dsdata.txt to determine how the superseded data were derived.
 ME2335
 ME2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5760877158(NAD 83)
 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 = OCTOBER  6, 2006
 ME2332 ***********************************************************************
 ME2332  DESIGNATION -  PLYMOUTH MUN WATER WORKS STK
 ME2332  PID         -  ME2332
 ME2332  STATE/COUNTY-  IN/MARSHALL
 ME2332  USGS QUAD   -  PLYMOUTH (1980)
 ME2332
 ME2332                         *CURRENT SURVEY CONTROL
 ME2332  ___________________________________________________________________
 ME2332* NAD 83(1997)-  41 20 18.88635(N)    086 18 31.88940(W)     ADJUSTED  
 ME2332* NAVD 88     -                                                        
 ME2332  ___________________________________________________________________
 ME2332  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 ME2332  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME2332
 ME2332  HORZ ORDER  -  THIRD
 ME2332
 ME2332.The horizontal coordinates were established by classical geodetic methods
 ME2332.and adjusted by the National Geodetic Survey in May 1999..
 ME2332
 ME2332
 ME2332.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2332
 ME2332.The geoid height was determined by GEOID03.
 ME2332
 ME2332;                    North         East     Units Scale Factor Converg.
 ME2332;SPC IN E     -   676,357.605    46,248.182   MT  1.00000221   -0 25 27.1
 ME2332;SPC IN E     - 2,219,016.58    151,732.58   sFT  1.00000221   -0 25 27.1
 ME2332;UTM  16      - 4,576,574.089   557,827.804   MT  0.99964115   +0 27 23.5
 ME2332
 ME2332                          SUPERSEDED SURVEY CONTROL
 ME2332
 ME2332  NAD 83(1986)-  41 20 18.89099(N)    086 18 31.89612(W) AD(       ) 4
 ME2332  NAD 27      -  41 20 18.73700(N)    086 18 31.87400(W) AD(       ) 3
 ME2332
 ME2332.Superseded values are not recommended for survey control.
 ME2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2332.See file dsdata.txt to determine how the superseded data were derived.
 ME2332
 ME2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5782876574(NAD 83)
 ME2332_MARKER: 63 = STACK
 ME2332
 ME2332  HISTORY     - Date     Condition        Report By
 ME2332  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2332  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 ME2332
 ME2332                          STATION DESCRIPTION
 ME2332
 ME2332'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2332'THE STATION IS THE CENTER OF THE TOP OF THE STACK OF THE
 ME2332'MUNICIPAL WATER
 ME2332'WORKS LOCATED IN THE SOUTH-CENTRAL PART OF PLYMOUTH ABOUT 50 FEET
 ME2332'WEST OF U.S. HIGHWAY 31 AND 50
 ME2332'FEET NORTH OF THE PENNSYLVANIA RAILROAD TRACKS.  THE
 ME2332'STRUCTURE IS ABOUT 200 FEET HIGH AND IS BUILT OF
 ME2332'STEEL AND CONCRETE.
 ME2332
 ME2332                          STATION RECOVERY (1983)
 ME2332
 ME2332'RECOVERY NOTE BY US POWER SQUADRON 1983 (TCR)
 ME2332'STATION DESTROYED.
 ME2332'
 ME2332'DESTROYED ABOUT 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2331 ***********************************************************************
 ME2331  DESIGNATION -  PLYMOUTH MUNICIPAL TANK
 ME2331  PID         -  ME2331
 ME2331  STATE/COUNTY-  IN/MARSHALL
 ME2331  USGS QUAD   -  PLYMOUTH (1980)
 ME2331
 ME2331                         *CURRENT SURVEY CONTROL
 ME2331  ___________________________________________________________________
 ME2331* NAD 83(1997)-  41 20 19.38576(N)    086 18 34.09170(W)     ADJUSTED  
 ME2331* NAVD 88     -                                                        
 ME2331  ___________________________________________________________________
 ME2331  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 ME2331  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME2331
 ME2331  HORZ ORDER  -  THIRD
 ME2331
 ME2331.The horizontal coordinates were established by classical geodetic methods
 ME2331.and adjusted by the National Geodetic Survey in May 1999..
 ME2331
 ME2331
 ME2331.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2331
 ME2331.The geoid height was determined by GEOID03.
 ME2331
 ME2331;                    North         East     Units Scale Factor Converg.
 ME2331;SPC IN E     -   676,373.391    46,197.092   MT  1.00000228   -0 25 28.5
 ME2331;SPC IN E     - 2,219,068.37    151,564.96   sFT  1.00000228   -0 25 28.5
 ME2331;UTM  16      - 4,576,589.082   557,776.496   MT  0.99964108   +0 27 22.0
 ME2331
 ME2331                          SUPERSEDED SURVEY CONTROL
 ME2331
 ME2331  NAD 83(1986)-  41 20 19.39050(N)    086 18 34.09824(W) AD(       ) 4
 ME2331  NAD 27      -  41 20 19.23500(N)    086 18 34.08100(W) AD(       ) 3
 ME2331
 ME2331.Superseded values are not recommended for survey control.
 ME2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2331.See file dsdata.txt to determine how the superseded data were derived.
 ME2331
 ME2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5777676589(NAD 83)
 ME2331_MARKER: 53 = ELEVATED TANK
 ME2331
 ME2331  HISTORY     - Date     Condition        Report By
 ME2331  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2331  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 ME2331
 ME2331                          STATION DESCRIPTION
 ME2331
 ME2331'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2331'THE STATION IS A BALL AT THE TOP OF THE MUNICIPAL WATER TANK
 ME2331'LOCATED IN THE
 ME2331'SOUTH-CENTRAL PART OF PLYMOUTH ABOUT 200 FEET WEST OF U.S. HIGHWAY 31
 ME2331'AND ABOUT 50 FEET NORTH OF THE
 ME2331'PENNSYLVANIA RAILROAD TRACKS.  IT IS A 4 LEGGED STRUCTURE
 ME2331'ABOUT 185 FEET HIGH, BUILT OF STEEL AND IS
 ME2331'PAINTED SILVER.
 ME2331
 ME2331                          STATION RECOVERY (1983)
 ME2331
 ME2331'RECOVERY NOTE BY US POWER SQUADRON 1983 (TCR)
 ME2331'STATION DESTROYED.
 ME2331'
 ME2331'TANK AND TOWER DESTROYED IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2336 ***********************************************************************
 ME2336  DESIGNATION -  PLYMOUTH N IND PUB SERVICE RAD
 ME2336  PID         -  ME2336
 ME2336  STATE/COUNTY-  IN/MARSHALL
 ME2336  USGS QUAD   -  PLYMOUTH (1980)
 ME2336
 ME2336                         *CURRENT SURVEY CONTROL
 ME2336  ___________________________________________________________________
 ME2336* NAD 83(1997)-  41 20 17.13474(N)    086 18 52.88905(W)     ADJUSTED  
 ME2336* NAVD 88     -                                                        
 ME2336  ___________________________________________________________________
 ME2336  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 ME2336  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME2336
 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
 ME2336.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2336
 ME2336.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2336
 ME2336  NAD 83(1986)-  41 20 17.13966(N)    086 18 52.89712(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2336.See file dsdata.txt to determine how the superseded data were derived.
 ME2336
 ME2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5734076516(NAD 83)
 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 = OCTOBER  6, 2006
 ME2337 ***********************************************************************
 ME2337  DESIGNATION -  PLYMOUTH SCHOOLHOUSE FLAGPOLE
 ME2337  PID         -  ME2337
 ME2337  STATE/COUNTY-  IN/MARSHALL
 ME2337  USGS QUAD   -  PLYMOUTH (1980)
 ME2337
 ME2337                         *CURRENT SURVEY CONTROL
 ME2337  ___________________________________________________________________
 ME2337* NAD 83(1997)-  41 20 30.81650(N)    086 18 48.20264(W)     ADJUSTED  
 ME2337* NAVD 88     -                                                        
 ME2337  ___________________________________________________________________
 ME2337  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 ME2337  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME2337
 ME2337  HORZ ORDER  -  THIRD
 ME2337
 ME2337.The horizontal coordinates were established by classical geodetic methods
 ME2337.and adjusted by the National Geodetic Survey in May 1999..
 ME2337
 ME2337
 ME2337.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2337
 ME2337.The geoid height was determined by GEOID03.
 ME2337
 ME2337;                    North         East     Units Scale Factor Converg.
 ME2337;SPC IN E     -   676,728.460    45,871.638   MT  1.00000271   -0 25 37.9
 ME2337;SPC IN E     - 2,220,233.29    150,497.20   sFT  1.00000271   -0 25 37.9
 ME2337;UTM  16      - 4,576,938.980   557,445.743   MT  0.99964061   +0 27 12.8
 ME2337
 ME2337                          SUPERSEDED SURVEY CONTROL
 ME2337
 ME2337  NAD 83(1986)-  41 20 30.82529(N)    086 18 48.20910(W) AD(       ) 4
 ME2337  NAD 27      -  41 20 30.66800(N)    086 18 48.19800(W) AD(       ) 3
 ME2337
 ME2337.Superseded values are not recommended for survey control.
 ME2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2337.See file dsdata.txt to determine how the superseded data were derived.
 ME2337
 ME2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5744676939(NAD 83)
 ME2337_MARKER: 62 = FLAGPOLE
 ME2337
 ME2337  HISTORY     - Date     Condition        Report By
 ME2337  HISTORY     - 1920     FIRST OBSERVED   CGS
 ME2337  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 ME2337
 ME2337                          STATION DESCRIPTION
 ME2337
 ME2337'DESCRIBED BY US POWER SQUADRON 1983 (TCR)
 ME2337'STATION DESTROYED.
 ME2337'
 ME2337'SCHOOLHOUSE DESTROYED IN 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3226 ***********************************************************************
 ME3226  CBN         -  This is a Cooperative Base Network Control Station.
 ME3226  PACS        -  This is a Primary Airport Control Station.
 ME3226  DESIGNATION -  PLYPORT
 ME3226  PID         -  ME3226
 ME3226  STATE/COUNTY-  IN/MARSHALL
 ME3226  USGS QUAD   -  PLYMOUTH (1980)
 ME3226
 ME3226                         *CURRENT SURVEY CONTROL
 ME3226  ___________________________________________________________________
 ME3226* NAD 83(1997)-  41 21 57.06293(N)    086 18 28.09815(W)     ADJUSTED  
 ME3226* NAVD 88     -       241.873  (meters)     793.54   (feet)  ADJUSTED  
 ME3226  ___________________________________________________________________
 ME3226  X           -     308,715.767 (meters)                     COMP
 ME3226  Y           -  -4,784,043.047 (meters)                     COMP
 ME3226  Z           -   4,193,139.576 (meters)                     COMP
 ME3226  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 ME3226  ELLIP HEIGHT-         208.05  (meters)          (04/10/98) GPS OBS
 ME3226  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 ME3226  DYNAMIC HT  -         241.772 (meters)     793.21  (feet)  COMP
 ME3226  MODELED GRAV-     980,201.5   (mgal)                       NAVD 88
 ME3226
 ME3226  HORZ ORDER  -  B
 ME3226  VERT ORDER  -  FIRST     CLASS II
 ME3226  ELLP ORDER  -  FOURTH    CLASS I
 ME3226
 ME3226.This mark is at Plymouth Airport (C65)
 ME3226
 ME3226.The horizontal coordinates were established by GPS observations
 ME3226.and adjusted by the National Geodetic Survey in April 1998..
 ME3226
 ME3226.The orthometric height was determined by differential leveling
 ME3226.and adjusted by the National Geodetic Survey in April 1995..
 ME3226
 ME3226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3226
 ME3226.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3226
 ME3226.The ellipsoidal height was determined by GPS observations
 ME3226.and is referenced to NAD 83.
 ME3226
 ME3226.The geoid height was determined by GEOID03.
 ME3226
 ME3226.The dynamic height is computed by dividing the NAVD 88
 ME3226.geopotential number by the normal gravity value computed on the
 ME3226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3226.degrees latitude (g = 980.6199 gals.).
 ME3226
 ME3226.The modeled gravity was interpolated from observed gravity values.
 ME3226
 ME3226;                    North         East     Units Scale Factor Converg.
 ME3226;SPC IN E     -   679,385.643    46,358.721   MT  1.00000206   -0 25 25.4
 ME3226;SPC IN E     - 2,228,951.06    152,095.24   sFT  1.00000206   -0 25 25.4
 ME3226;UTM  16      - 4,579,602.375   557,891.753   MT  0.99964124   +0 27 26.9
 ME3226
 ME3226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3226!SPC IN E     -   0.99996737  x   1.00000206  =   0.99996943
 ME3226!UTM  16      -   0.99996737  x   0.99964124  =   0.99960862
 ME3226
 ME3226:                Primary Azimuth Mark                     Grid Az
 ME3226:SPC IN E     -  PLYPORT AZ MK                            096 17 29.2
 ME3226:UTM  16      -  PLYPORT AZ MK                            095 24 36.9
 ME3226
 ME3226|---------------------------------------------------------------------|
 ME3226| PID    Reference Object                     Distance      Geod. Az  |
 ME3226|                                                           dddmmss.s |
 ME3226| ME3227 PLYPORT AZ MK                       APPROX. 0.9 KM 0955203.8 |
 ME3226|---------------------------------------------------------------------|
 ME3226
 ME3226                          SUPERSEDED SURVEY CONTROL
 ME3226
 ME3226  NAD 83(1986)-  41 21 57.06789(N)    086 18 28.10694(W) AD(       ) 3
 ME3226  NAD 27      -  41 21 56.91958(N)    086 18 28.08265(W) AD(       ) 3
 ME3226  NAVD 88 (04/10/98)  241.87   (m)          793.5    (f) LEVELING    3  
 ME3226  NGVD 29 (01/19/93)  241.992  (m)          793.94   (f) ADJUSTED    1 2
 ME3226
 ME3226.Superseded values are not recommended for survey control.
 ME3226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3226.See file dsdata.txt to determine how the superseded data were derived.
 ME3226
 ME3226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5789279602(NAD 83)
 ME3226_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3226_SP_SET: CONCRETE POST
 ME3226_STAMPING: PLYPORT 1986
 ME3226_MARK LOGO: NGS   
 ME3226_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3226+STABILITY: SURFACE MOTION
 ME3226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3226+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1997
 ME3226
 ME3226  HISTORY     - Date     Condition        Report By
 ME3226  HISTORY     - 1986     MONUMENTED       NGS
 ME3226  HISTORY     - 19920907 GOOD             NGS
 ME3226  HISTORY     - 19970515 GOOD             NGS
 ME3226
 ME3226                          STATION DESCRIPTION
 ME3226
 ME3226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 ME3226'THE STATION IS LOCATED ABOUT 36.2 KM (22.50 MI) SOUTHWEST OF NAPPANEE,
 ME3226'4.0 KM (2.50 MI) NORTH OF PLYMOUTH AND AT THE PLYMOUTH MUNICIPAL
 ME3226'AIRPORT.  OWNERSHIP--PLYMOUTH AVIATION, PLYMOUTH AIRPORT, PLYMOUTH,
 ME3226'IN 46563, PHONE 219-935-5152.  AIRPORT MANAGER IS FRANK S. KISH.
 ME3226'TO REACH THE STATION FROM THE U.S HIGHWAY BRIDGE OVER STATE HIGHWAY
 ME3226'17 SOUTH, MICHIGAN AVENUE, IN THE NORTH SECTION OF PLYMOUTH, GO NORTH
 ME3226'ON MICHIGAN AVENUE FOR 0.48 KM (0.30 MI) TO A PAVED ROAD RIGHT.  TURN
 ME3226'RIGHT AND GO EAST FOR 0.4 KM (0.25 MI) TO AIRPORT OFFICE.  FROM THE
 ME3226'SOUTHWEST CORNER OF OFFICE, GO SOUTHEASTERLY ACROSS APRON AND TAXIWAY
 ME3226'FOR 0.11 KM (0.05 MI) TO END OF RUNWAY 10 AND THE STATION ON THE
 ME3226'LEFT.
 ME3226'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---PLYPORT
 ME3226'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 ME3226'FLUSH WITH THE GROUND.  LOCATED 23.77 M (78.0 FT) EAST-NORTHEAST FROM
 ME3226'CENTER OF TAXIWAY, 18.29 M (60.0 FT) SOUTH FROM SOUTH EDGE OF
 ME3226'AIRPLANE PARKING AREA, 16.46 M (54.0 FT) NORTH FROM CENTER OF RUNWAY
 ME3226'10, 1.52 M (5.0 FT) NORTH FROM THE NORTH ONE OF TWO BLUE RUNWAY
 ME3226'MARKER LIGHTS AND 1.22 M (4.0 FT) NORTH FROM A FIBERGLASS WITNESS
 ME3226'POST.
 ME3226'GPS SURVEY, FAA AIRPORTS, INDIANA.
 ME3226'DESCRIBED BY D.A. BOWLING.
 ME3226
 ME3226                          STATION RECOVERY (1992)
 ME3226
 ME3226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME3226'0.5 KM (0.30 MI) NORTHERLY ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF
 ME3226'U.S. HIGHWAY 30 IN PLYMOUTH, THENCE 0.4 KM (0.25 MI) EASTERLY ALONG A
 ME3226'PAVED ROAD, THENCE 0.1 KM (0.05 MI) SOUTHEASTERLY ACROSS AN APRON AND
 ME3226'TAXIWAY, 59.8 M (196.2 FT) SOUTH OF THE TAXIWAY CENTERLINE, 16.1 M
 ME3226'(52.8 FT) NORTH OF THE CENTER OF RUNWAY 10, 1.6 M (5.2 FT) NORTH OF
 ME3226'THE MOST NORTHERLY OF 2 BLUE TAXIWAY LIGHTS, 1.2 M (3.9 FT) NORTH OF
 ME3226'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 ME3226
 ME3226                          STATION RECOVERY (1997)
 ME3226
 ME3226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 ME3226'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) NORTH OF PLYMOUTH, AT
 ME3226'THE PLYMOUTH MUNICIPAL AIRPORT, NEAR THE SOUTHWEST ROUNDED CORNER OF A
 ME3226'DIAMOND SHAPED GRASS MEDIAN NORTH-NORTHEAST OF RUNWAY END 10.
 ME3226'OWNERSHIP--CITY OF PLYMOUTH, PLYMOUTH AIRPORT, PLYMOUTH IN 46563.
 ME3226'AIRPORT MANAGER IS FRANK S. KISH, PHONE 219-935-5152.  TO REACH THE
 ME3226'STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 17 NEAR
 ME3226'THE NORTH EDGE OF PLYMOUTH, GO NORTH FOR 0.48 KM (0.30 MI) ALONG
 ME3226'HIGHWAY 17 TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT,
 ME3226'EASTERLY FOR 0.48 KM (0.30 MI) ALONG WINDING ENTRANCE ROAD, THEN SOUTH
 ME3226'TO THE AIRPORT OFFICE ON THE LEFT.  FROM THE NORTHEAST CORNER OF THE
 ME3226'PARKING LOT BEHIND THE OFFICE, GO EAST, THEN SOUTH-SOUTHEAST FOR 0.16
 ME3226'KM (0.10 MI) ALONG A PAVED ROAD AND BETWEEN HANGARS TO A TAXI/APRON.
 ME3226'TURN RIGHT, WEST FOR 0.08 KM (0.05 MI) ALONG TAXI TO TAXI/RAMP A1.
 ME3226'TURN LEFT, SOUTH-SOUTHEAST FOR 0.06 KM (0.05 MI) ALONG TAXI A1 TO THE
 ME3226'RUNWAY AND THE STATION ON THE LEFT, JUST NORTH-NORTHEAST OF THE TWO
 ME3226'TAXI LIGHTS.  STATION IS 59.8 M (196.2 FT) SOUTH-SOUTHWEST OF A TAXI
 ME3226'CENTERLINE, 29.6 M (97.1 FT) SOUTHEAST OF THE EAST CORNER OF TAXI/RAMP
 ME3226'AND RUNWAY IDENTIFIER SIGN (A1 28-10), 16.3 M (53.5 FT)
 ME3226'NORTH-NORTHEAST OF THE RUNWAY CENTER, 1.6 M (5.2 FT) NORTH-NORTHEAST
 ME3226'OF AND IN LINE WITH THE NORTH-NORTHEAST 1 OF 2 TAXI LIGHTS, 1.3 M (4.3
 ME3226'FT) NORTH-NORTHEAST OF A SHORT WITNESS POST, ABOUT 0.2 M (0.7 FT)
 ME3226'BELOW THE RUNWAY LEVEL AND FLUSH WITH GROUND. NOTE--THIS STATION IS
 ME3226'DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3227 ***********************************************************************
 ME3227  DESIGNATION -  PLYPORT AZ MK
 ME3227  PID         -  ME3227
 ME3227  STATE/COUNTY-  IN/MARSHALL
 ME3227  USGS QUAD   -  PLYMOUTH (1980)
 ME3227
 ME3227                         *CURRENT SURVEY CONTROL
 ME3227  ___________________________________________________________________
 ME3227* NAD 83(1997)-  41 21 53.96823(N)    086 17 48.15198(W)     ADJUSTED  
 ME3227* NAVD 88     -       240.6    (meters)     789.     (feet)  VERTCON   
 ME3227  ___________________________________________________________________
 ME3227  X           -     309,646.279 (meters)                     COMP
 ME3227  Y           -  -4,784,045.265 (meters)                     COMP
 ME3227  Z           -   4,193,067.155 (meters)                     COMP
 ME3227  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 ME3227  ELLIP HEIGHT-         206.89  (meters)          (05/25/99) GPS OBS
 ME3227  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 ME3227
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3227
 ME3227.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3227
 ME3227.The ellipsoidal height was determined by GPS observations
 ME3227.and is referenced to NAD 83.
 ME3227
 ME3227.The geoid height was determined by GEOID03.
 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 29.2
 ME3227:UTM  16      -  PLYPORT                                  275 24 37.0
 ME3227
 ME3227|---------------------------------------------------------------------|
 ME3227| PID    Reference Object                     Distance      Geod. Az  |
 ME3227|                                                           dddmmss.s |
 ME3227| ME3226 PLYPORT                             APPROX. 0.9 KM 2755230.2 |
 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)          790.     (f) GPS OBS        
 ME3227
 ME3227.Superseded values are not recommended for survey control.
 ME3227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3227.See file dsdata.txt to determine how the superseded data were derived.
 ME3227
 ME3227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL5882179514(NAD 83)
 ME3227_MARKER: DZ = AZIMUTH MARK DISK
 ME3227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3227_SP_SET: CONCRETE POST
 ME3227_STAMPING: PLYPORT 1986
 ME3227_MARK LOGO: NGS   
 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 - September 07, 1992
 ME3227
 ME3227  HISTORY     - Date     Condition        Report By
 ME3227  HISTORY     - 1988     MONUMENTED       NGS
 ME3227  HISTORY     - 19920907 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1991 ***********************************************************************
 LA1991  DESIGNATION -  POE
 LA1991  PID         -  LA1991
 LA1991  STATE/COUNTY-  IN/ALLEN
 LA1991  USGS QUAD   -  POE (1994)
 LA1991
 LA1991                         *CURRENT SURVEY CONTROL
 LA1991  ___________________________________________________________________
 LA1991* NAD 83(1997)-  40 55 17.94757(N)    085 06 35.73060(W)     ADJUSTED  
 LA1991* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 LA1991  ___________________________________________________________________
 LA1991  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 LA1991  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 LA1991
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA1991
 LA1991.The geoid height was determined by GEOID03.
 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     -   0.99996651  x   0.99999372  =   0.99996023
 LA1991!UTM  16      -   0.99996651  x   0.99991175  =   0.99987826
 LA1991
 LA1991|---------------------------------------------------------------------|
 LA1991| PID    Reference Object                     Distance      Geod. Az  |
 LA1991|                                                           dddmmss.s |
 LA1991| LA1992 POE 1946 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1991.See file dsdata.txt to determine how the superseded data were derived.
 LA1991
 LA1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5915031780(NAD 83)
 LA1991_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1991
 LA1991  HISTORY     - Date     Condition        Report By
 LA1991  HISTORY     - 1946     MONUMENTED       CGS
 LA1991  HISTORY     - 1947     SEE DESCRIPTION  CGS
 LA1991  HISTORY     - 1955     SEE DESCRIPTION  CGS
 LA1991  HISTORY     - 1955     SEE DESCRIPTION  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
 LA1991'POE.  IT IS 43 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD, 30 FEET
 LA1991'WEST OF A FENCELINE AND 40 FEET NORTH
 LA1991'OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LA1991'POE 1946.
 LA1991'
 LA1991'REFERENCE MARK NO. 1 IS 85.16 FEET WEST OF THE STATION.  IT IS 60
 LA1991'FEET EAST OF A LARGE BARN, 20
 LA1991'FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD AND 1 FOOT WEST OF A
 LA1991'FENCELINE.  THE MARK PROJECTS 3 INCHES
 LA1991'AND THE 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
 LA1991'CORNER OF A BARN AND 1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS 3
 LA1991'INCHES AND THE DISK IS STAMPED POE NO 2
 LA1991'1946.
 LA1991'
 LA1991'THE AZIMUTH MARK IS 0.4 MILE NORTH OF THE STATION.  IT IS 25 FEET
 LA1991'WEST OF THE CENTERLINE OF A GRAVEL
 LA1991'ROAD, 3 FEET WEST OF A WITNESS POST AND 2 FEET SOUTHWEST OF A FENCE
 LA1991'CORNER.
 LA1991'
 LA1991'THE MARK PROJECTS 6 INCHES AND 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
 LA1991'CONTINUE FOR 0.7 MILE TO THE STATION ON 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
 LA1991'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
 LA1991'THE MARKS WERE
 LA1991'FOUND IN GOOD CONDITION.  THE DIRECTIONS TO THE REFERENCE MARKS IN
 LA1991'THE ORIGINAL DESCRIPTION WERE
 LA1991'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
 LA1991'OWNED BY HERSHEL MCKIFFER.  IT IS 57 FEET SOUTHEAST OF THE SOUTHEAST
 LA1991'CORNER OF THE BARN, 43 FEET WEST OF
 LA1991'THE CENTER OF A GRAVEL ROAD, 37 FEET NORTH OF THE CENTER OF A
 LA1991'ENTRANCE DRIVE AND 23 FEET WEST OF A WHITE
 LA1991'WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 LA1991'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
 LA1991'GRAVEL ROAD AND 1 FOOT WEST OF A FENCELINE.  THE MARK PROJECTS 4
 LA1991'INCHES AND THE DISK IS STAMPED POE
 LA1991'NO 1 1946.  NOTE 11A.
 LA1991'
 LA1991'REFERENCE MARK NO. 2 IS 81.05 FEET WEST OF THE STATION.  IT IS 20
 LA1991'FEET SOUTH OF THE SOUTHWEST
 LA1991'CORNER OF THE BARN AND 1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS
 LA1991'4 INCHES AND THE DISK IS STAMPED POE
 LA1991'NO 2 1946.  NOTE 11A.
 LA1991'
 LA1991'THE AZIMUTH MARK IS 0.4 MILE NORTH OF THE STATION.  IT IS 21 FEET
 LA1991'WEST OF THE CENTER OF A GRAVEL
 LA1991'ROAD, 16 FEET SOUTH OF THE CENTER OF AN ENTRANCE DRIVE, 2 FEET
 LA1991'SOUTHWEST OF A FENCE CORNER AND 2.5
 LA1991'FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND
 LA1991'THE DISK IS STAMPED POE 1946.  NOTE 11A.
 LA1991'
 LA1991'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.4 MILE TO
 LA1991'A FARM HOUSE AND THE AZIMUTH
 LA1991'MARK ON THE LEFT AS DESCRIBED.
 LA1991'
 LA1991'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE TOWN OF POE,
 LA1991'GO SOUTHWEST 1.4 MILES TO A
 LA1991'CROSSROAD, TURN LEFT AND GO 0.7 MILE TO THE STATION ON THE RIGHT AS
 LA1991'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,
 LA1991'HAS BEEN BUILT ON THE POE-ZANESVILLE LINE.  REFERENCE MARK 1 IS
 LA1991'OBSTRUCTED BY THE SOUTHEAST CORNER OF
 LA1991'A CORN CRIB.  REFERENCE MARK 3 WAS ESTABLISHED.  BECAUSE OF
 LA1991'LOCAL CHANGES A NEW DESCRIPTION FOLLOWS-
 LA1991'
 LA1991'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF FORT WAYNE, AND 2
 LA1991'MILES WEST OF THE SMALL
 LA1991'SETTLEMENT OF POE.  IT IS 54 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LA1991'OF A BARN, 40 FEET WEST OF THE
 LA1991'CENTER OF A GRAVELED ROAD, 36 FEET NORTH OF THE CENTER OF A DRIVEWAY,
 LA1991'24 FEET WEST OF A POWERLINE POLE AND
 LA1991'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
 LA1991'SETTLEMENT OF POE, GO WEST ON A MACADAM ROAD FOR 1.4 MILES TO A CROSS
 LA1991'ROAD TURN LEFT (SOUTH) AND GO 0.15
 LA1991'MILE TO THE FARM HOME OF MR. PAUL GRAFT ON THE RIGHT AND
 LA1991'THE AZIMUTH MARK AS DESCRIBED BELOW.  CONTINUE
 LA1991'SOUTH ON THE GRAVELED ROAD FOR 0.6 MILE TO
 LA1991'THE STATION AS DESCRIBED.
 LA1991'
 LA1991'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA1991'POE 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
 LA1991'OF A CORN CRIB.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 LA1991'POE NO 1 1946 (NOTE 11A).
 LA1991'
 LA1991'REFERENCE MARK 2 IS 20 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 LA1991'BARN.  THE MARK PROJECTS 4
 LA1991'INCHES, AND THE DISK IS STAMPED POE NO 2 1946 (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
 LA1991'GRAVELED ROAD, AND 18.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 LA1991'OF A SMALL BUILDING.  THE MARK IS
 LA1991'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 LA1991'POE 1946 RM 3 (NOTE 11B).
 LA1991'
 LA1991'THE AZIMUTH MARK IS 49 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 LA1991'MR. GRAFTS FARM HOME, 21 FEET
 LA1991'WEST OF THE CENTER OF THE GRAVELED ROAD, 10 FEET SOUTH OF THE CENTER
 LA1991'OF A DRIVEWAY AND 1 FOOT SOUTHWEST OF
 LA1991'A FENCE CORNER.  THE MARK PROJECTS 7 INCHES, AND
 LA1991'THE DISK IS STAMPED POE 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
 LA1991'IS CORRECTLY 25.957 METERS (85.16 FT.) FROM STATION BUT
 LA1991'IS TO THE NORTH.  R.M. 2 IS CORRECTLY
 LA1991'24.704 METERS (81.05 FT.) FROM STATION
 LA1991'BUT IS TO THE WEST.  THE DIRECTION GIVEN TO R.M. 1 WAS
 LA1991'ACTUALLY TO R.M. 2, AND THE
 LA1991'DIRECTION GIVEN TO R.M. 2 WAS ACTUALLY TO R.M. 1.  THE ANGLE BETWEEN
 LA1991'R.M. 2 AND R.M. 1 OF 92 DEG
 LA1991'56 MIN 50 SEC CHECKED SATISFACTORILY.  THE DESCRIPTION IS POOR, HENCE
 LA1991'A COMPLETE DESCRIPTION FOLLOWS-
 LA1991'
 LA1991'LOCATED ABOUT 10 MILES SOUTH OF FORT WAYNE, AND 2 MILES SOUTHWEST OF
 LA1991'POE, 111 FEET
 LA1991'NORTH OF THE NORTHEAST CORNER OF THE RED BRICK HOUSE OF MR.
 LA1991'EDWARD SCHENCK, 43 FEET WEST OF
 LA1991'THE CENTERLINE OF THE GRAVEL ROAD, AND 57
 LA1991'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
 LA1991'OF THE BARN, AND 20
 LA1991'FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD.  MARKED BY
 LA1991'A STANDARD DISK, STAMPED POE NO 1
 LA1991'1946, SET IN THE TOP OF A CONCRETE MONUMENT
 LA1991'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
 LA1991'CORNER OF THE BARN.  MARKED BY A STANDARD DISK, STAMPED POE
 LA1991'NO 2 1946, SET IN THE TOP OF A
 LA1991'CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE
 LA1991'GROUND.
 LA1991'
 LA1991'THE AZIMUTH MARK IS 0.5 MILE NORTH OF THE STATION, 20 FEET WEST OF
 LA1991'THE CENTERLINE OF
 LA1991'THE GRAVEL ROAD, 14 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY
 LA1991'TO THE HOME OF MR. PAUL GRAFT,
 LA1991'AND 2 FEET SOUTHWEST OF A FENCE CORNER.
 LA1991'MARKED BY A STANDARD DISK, STAMPED POE 1946, SET
 LA1991'IN THE TOP OF A CONCRETE
 LA1991'MONUMENT PROJECTING 6 INCHES ABOVE GROUND.
 LA1991'
 LA1991'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE TOWN OF POE,
 LA1991'GO SOUTHWEST AND
 LA1991'WEST ALONG THE YODER ROAD 1.4 MILES TO A CROSSROAD.  TURN
 LA1991'LEFT (SOUTH) AND GO 0.7 MILE ON
 LA1991'GRAVEL ROAD TO THE STATION ON RIGHT AS
 LA1991'DESCRIBED.
 LA1991
 LA1991                          STATION RECOVERY (1963)
 LA1991
 LA1991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA1991'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 LA1991'DESCRIBED.
 LA1991'
 LA1991'ABOUT 0.4 MILE SW AND THEN ABOUT 1.0 MILES W ALONG YODER ROAD FROM
 LA1991'ITS INTERSECTION WITH WINCHESTER ROAD IN VILLAGE OF POE, THENCE 0.15
 LA1991'MILE S ALONG COMER ROAD TO THE AZIMUTH MARK ON RIGHT, THENCE
 LA1991'CONTINUE S ON COMER ROAD 0.6 MILE TO STATION ON RIGHT, 111 FEET N OF
 LA1991'NE CORNER OF MOST ELY WALL OF 2-STORY BRICK HOUSE, 21.0 FEET E OF
 LA1991'PROJECTED PLANE OF SAID WALL, 43 FEET W OF CENTER LINE OF ROAD,
 LA1991'AND 57 FEET SE OF SE CORNER OF BARN, STANDARD DISKS ARE STAMPED
 LA1991'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
 LA1991'METERS NNE OF STATION, 65 FEET E OF ONE BARN, 58.6 FEET SSE OF SE
 LA1991'CORNER OF ANOTHER BARN, 19 FEET W OF CENTER LINE OF THE GRAVEL
 LA1991'ROAD.
 LA1991'
 LA1991'REFERENCE STAMPED POE NO 2 1946, FLUSH, IS 80.96 FEET OR 24.677
 LA1991'METERS W OF STATION, 21 FEET S OF SW CORNER OF BARN, AND 2.4 FEET
 LA1991'E OF PROJECTED PLANE OF W WALL OF IT.
 LA1991'
 LA1991'REFERENCE STAMPED POE NO 3 1946, 0.4 FOOT UNDERGROUND, IS 117.64
 LA1991'FEET OR 35.857 METERS N OF STATION, 34 FEET W OF CENTER LINE OF
 LA1991'ROAD, 20.0 FEET SSE OF SE CORNER OF SMALL BUILDING.
 LA1991'
 LA1991'AZIMUTH MARK STAMPED POE 1946, PROJECTS 0.5 FOOT, IS ABOUT 0.5 MILE
 LA1991'N OF STATION, 21 FEET S OF PROJECTED PLANE OF S WALL OF FRAME
 LA1991'HOUSE, 26 FEET N OF TRANSFORMER POWER POLE, AND 20 FEET W OF CENTER
 LA1991'LINE OF GRAVELED COMER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1992 ***********************************************************************
 LA1992  DESIGNATION -  POE 1946 RM 3
 LA1992  PID         -  LA1992
 LA1992  STATE/COUNTY-  IN/ALLEN
 LA1992  USGS QUAD   -  POE (1994)
 LA1992
 LA1992                         *CURRENT SURVEY CONTROL
 LA1992  ___________________________________________________________________
 LA1992* NAD 83(1997)-  40 55 19.10770(N)    085 06 35.63511(W)     ADJUSTED  
 LA1992* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 LA1992  ___________________________________________________________________
 LA1992  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 LA1992  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 LA1992
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA1992
 LA1992.The geoid height was determined by GEOID03.
 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     -   0.99996651  x   0.99999373  =   0.99996024
 LA1992!UTM  16      -   0.99996651  x   0.99991176  =   0.99987827
 LA1992
 LA1992:                Primary Azimuth Mark                     Grid Az
 LA1992:SPC IN E     -  RADIO STATION WKJG MAST                  005 09 01.6
 LA1992:UTM  16      -  RADIO STATION WKJG MAST                  004 16 36.5
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1992.See file dsdata.txt to determine how the superseded data were derived.
 LA1992
 LA1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5915231815(NAD 83)
 LA1992_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA1700 ***********************************************************************
 JA1700  DESIGNATION -  POI
 JA1700  PID         -  JA1700
 JA1700  STATE/COUNTY-  IN/ORANGE
 JA1700  USGS QUAD   -  PAOLI (1993)
 JA1700
 JA1700                         *CURRENT SURVEY CONTROL
 JA1700  ___________________________________________________________________
 JA1700* NAD 83(1997)-  38 33 31.03226(N)    086 27 30.24796(W)     ADJUSTED  
 JA1700* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 JA1700  ___________________________________________________________________
 JA1700  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 JA1700  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JA1700
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1700
 JA1700.The geoid height was determined by GEOID03.
 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;SPC IN E     -   367,796.975    30,992.536   MT  1.00002529   -0 29 36.7
 JA1700;SPC IN E     - 1,206,680.58    101,681.35   sFT  1.00002529   -0 29 36.7
 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     -   0.99997103  x   1.00000319  =   0.99997422
 JA1700!SPC IN E     -   0.99997103  x   1.00002529  =   0.99999632
 JA1700!UTM  16      -   0.99997103  x   0.99962742  =   0.99959847
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1700.See file dsdata.txt to determine how the superseded data were derived.
 JA1700
 JA1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH4718867937(NAD 83)
 JA1700_MARKER: DS = TRIANGULATION STATION DISK
 JA1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2157 ***********************************************************************
 LB2157  DESIGNATION -  POINT
 LB2157  PID         -  LB2157
 LB2157  STATE/COUNTY-  IN/WHITE
 LB2157  USGS QUAD   -  TEMPLETON NE (1980)
 LB2157
 LB2157                         *CURRENT SURVEY CONTROL
 LB2157  ___________________________________________________________________
 LB2157* NAD 83(1997)-  40 40 38.73514(N)    087 02 23.27154(W)     ADJUSTED  
 LB2157* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 LB2157  ___________________________________________________________________
 LB2157  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 LB2157  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 LB2157
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2157
 LB2157.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2157.See file dsdata.txt to determine how the superseded data were derived.
 LB2157
 LB2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9663702950(NAD 83)
 LB2157_MARKER: DS = TRIANGULATION STATION DISK
 LB2157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2148 ***********************************************************************
 ME2148  CBN         -  This is a Cooperative Base Network Control Station.
 ME2148  DESIGNATION -  POLA
 ME2148  PID         -  ME2148
 ME2148  STATE/COUNTY-  IN/PORTER
 ME2148  USGS QUAD   -  MICHIGAN CITY WEST (1980)
 ME2148
 ME2148                         *CURRENT SURVEY CONTROL
 ME2148  ___________________________________________________________________
 ME2148* NAD 83(1997)-  41 41 44.61171(N)    086 55 57.42613(W)     ADJUSTED  
 ME2148* NAVD 88     -       188.615  (meters)     618.81   (feet)  ADJUSTED  
 ME2148  ___________________________________________________________________
 ME2148  X           -     255,226.214 (meters)                     COMP
 ME2148  Y           -  -4,762,828.143 (meters)                     COMP
 ME2148  Z           -   4,220,531.690 (meters)                     COMP
 ME2148  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 ME2148  ELLIP HEIGHT-         154.86  (meters)          (04/10/98) GPS OBS
 ME2148  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 ME2148  DYNAMIC HT  -         188.546 (meters)     618.59  (feet)  COMP
 ME2148  MODELED GRAV-     980,256.7   (mgal)                       NAVD 88
 ME2148
 ME2148  HORZ ORDER  -  B
 ME2148  VERT ORDER  -  FIRST     CLASS II
 ME2148  ELLP ORDER  -  FOURTH    CLASS I
 ME2148
 ME2148.The horizontal coordinates were established by GPS observations
 ME2148.and adjusted by the National Geodetic Survey in April 1998..
 ME2148
 ME2148.The orthometric height was determined by differential leveling
 ME2148.and adjusted by the National Geodetic Survey in June 1991..
 ME2148
 ME2148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME2148
 ME2148.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2148
 ME2148.The ellipsoidal height was determined by GPS observations
 ME2148.and is referenced to NAD 83.
 ME2148
 ME2148.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 ME2148;SPC IN W     -   715,834.313   912,545.742   MT  0.99996860   +0 06 00.9
 ME2148;SPC IN W     - 2,348,533.08  2,993,910.49   sFT  0.99996860   +0 06 00.9
 ME2148;UTM  16      - 4,615,996.064   505,606.892   MT  0.99960039   +0 02 41.4
 ME2148
 ME2148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2148!SPC IN W     -   0.99997571  x   0.99996860  =   0.99994431
 ME2148!UTM  16      -   0.99997571  x   0.99960039  =   0.99957611
 ME2148
 ME2148:                Primary Azimuth Mark                     Grid Az
 ME2148:SPC IN W     -  MICHIGAN CITY N IND P S CO STK           034 39 33.7
 ME2148:UTM  16      -  MICHIGAN CITY N IND P S CO STK           034 42 53.2
 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 0344534.6 |
 ME2148| CM4389 POLA RM 1                            28.151 METERS 05652     |
 ME2148| CM4388 POLA AZ MK                                         0621507.2 |
 ME2148| CM4390 POLA RM 2                            32.004 METERS 14332     |
 ME2148|---------------------------------------------------------------------|
 ME2148
 ME2148                          SUPERSEDED SURVEY CONTROL
 ME2148
 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 (04/10/98)  188.62   (m)          618.8    (f) LEVELING    3  
 ME2148  NGVD 29 (01/19/93)  188.722  (m)          619.17   (f) ADJUSTED    1 2
 ME2148
 ME2148.Superseded values are not recommended for survey control.
 ME2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2148.See file dsdata.txt to determine how the superseded data were derived.
 ME2148
 ME2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM0560715996(NAD 83)
 ME2148_MARKER: DS = TRIANGULATION STATION DISK
 ME2148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2148_SP_SET: CONCRETE POST
 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 25, 2002
 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
 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
 ME2148'AND A PAVED ROAD JUST WEST OF THE CITY LIMITS AT THE WEST SIDE OF
 ME2148'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
 ME2148'OF THE PAVED ROAD.  THE MARK IS FLUSH AND THE
 ME2148'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
 ME2148'POLE.  THE MARK IS FLUSH AND THE DISK IS 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
 ME2148'POWER POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED POLA NO 2
 ME2148'1952.
 ME2148'
 ME2148'AZIMUTH MARK IS 48 FEET SOUTH OF THE CENTER OF A PAVED ROAD, 46 FEET
 ME2148'WEST OF THE NORTHWEST CORNER
 ME2148'OF A FRAME HOUSE, 33 FEET WEST OF A POWER POLE AND 2 FEET NORTH OF A
 ME2148'WHITE WITNESS POST.  THE MARK IS
 ME2148'FLUSH AND 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
 ME2148'HIGHWAY 12 FOR 2.5 MILES TO THE Y-INTERSECTION OF A PAVED ROAD
 ME2148'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
 ME2148'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'RECOVERED BY THE THOS ENGR AND SURVEY CO
 ME2148'
 ME2148'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND AZIMUTH
 ME2148'MARK FOUND
 ME2148'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'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)
 ME2148'TO A Y-INTERSECTION WITH COUNTY LINE ROAD AND THE STATION IN THE
 ME2148'GRASSY TRIANGLE FORMED BY THE JOINING OF U.S. HIGHWAY 12, COUNTY LINE
 ME2148'ROAD AND WOODLAWN AVENUE.
 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
 ME2148'WITH THE GROUND.  LOCATED 15.7 M (51.5 FT) SOUTHEAST FROM THE CENTER
 ME2148'OF U.S. HIGHWAY 12, 15.4 M (50.5 FT) NORTHWEST FROM CENTER OF
 ME2148'WOODLAWN AVENUE AND 10.2 M (33.5 FT) WEST FROM THE CENTER OF COUNTY
 ME2148'LINE ROAD.
 ME2148'GPS SURVEY, FAA AIRPORTS, INDIANA.
 ME2148'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'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'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.
 ME2148'DESCRIBED BY 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'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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1996 ***********************************************************************
 KA1996  DESIGNATION -  POLAND RESET
 KA1996  PID         -  KA1996
 KA1996  STATE/COUNTY-  IN/PUTNAM
 KA1996  USGS QUAD   -  POLAND (1980)
 KA1996
 KA1996                         *CURRENT SURVEY CONTROL
 KA1996  ___________________________________________________________________
 KA1996* NAD 83(1997)-  39 28 30.83049(N)    086 55 43.00471(W)     ADJUSTED  
 KA1996* NAVD 88     -       246.     (meters)     807.     (feet)  SCALED    
 KA1996  ___________________________________________________________________
 KA1996  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 KA1996  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KA1996
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1996
 KA1996.The geoid height was determined by GEOID03.
 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  =   0.99956706
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1996.See file dsdata.txt to determine how the superseded data were derived.
 KA1996
 KA1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0614069518(NAD 83)
 KA1996_MARKER: DS = TRIANGULATION STATION DISK
 KA1996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME3342 ***********************************************************************
 ME3342  DESIGNATION -  POLICE AZ MK
 ME3342  PID         -  ME3342
 ME3342  STATE/COUNTY-  IN/PORTER
 ME3342  USGS QUAD   -  DUNE ACRES (1991)
 ME3342
 ME3342                         *CURRENT SURVEY CONTROL
 ME3342  ___________________________________________________________________
 ME3342* NAD 83(1997)-  41 38 11.20110(N)    087 03 22.15881(W)     ADJUSTED  
 ME3342* NAVD 88     -       206.     (meters)     676.     (feet)  VERT ANG  
 ME3342  ___________________________________________________________________
 ME3342  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 ME3342  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 ME3342
 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.No horizontal observational check was made to the station.
 ME3342
 ME3342.The orthometric height was determined by vertical angle observations.
 ME3342.No vertical observational check was made to the station.
 ME3342
 ME3342.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3342
 ME3342.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3342.See file dsdata.txt to determine how the superseded data were derived.
 ME3342
 ME3342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM9532309414(NAD 83)
 ME3342_MARKER: DZ = AZIMUTH MARK DISK
 ME3342_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 ME3342_SP_SET: SURROUNDED BY MASS OF CONCRETE
 ME3342_STAMPING: POLICE 1952
 ME3342_MARK LOGO: CGS   
 ME3342_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ME3342_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME3342+STABILITY: POSITION/ELEVATION WELL
 ME3342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3342+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1991
 ME3342
 ME3342  HISTORY     - Date     Condition        Report By
 ME3342  HISTORY     - 1952     MONUMENTED       CGS
 ME3342  HISTORY     - 19910513 GOOD             NOS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3341 ***********************************************************************
 ME3341  DESIGNATION -  POLICE RESET
 ME3341  PID         -  ME3341
 ME3341  STATE/COUNTY-  IN/PORTER
 ME3341  USGS QUAD   -  DUNE ACRES (1991)
 ME3341
 ME3341                         *CURRENT SURVEY CONTROL
 ME3341  ___________________________________________________________________
 ME3341* NAD 83(1997)-  41 38 12.36751(N)    087 03 38.93107(W)     ADJUSTED  
 ME3341* NAVD 88     -       203.532  (meters)     667.75   (feet)  ADJUSTED  
 ME3341  ___________________________________________________________________
 ME3341  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 ME3341  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ME3341  DYNAMIC HT  -         203.458 (meters)     667.51  (feet)  COMP
 ME3341  MODELED GRAV-     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
 ME3341.and adjusted by the National Geodetic Survey in June 1991..
 ME3341
 ME3341.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3341
 ME3341.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 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 (08/31/92)  203.53   (m)          667.7    (f) LEVELING    3  
 ME3341  NGVD 29 (01/19/93)  203.632  (m)          668.08   (f) ADJUSTED    1 2
 ME3341
 ME3341.Superseded values are not recommended for survey control.
 ME3341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3341.See file dsdata.txt to determine how the superseded data were derived.
 ME3341
 ME3341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM9493509450(NAD 83)
 ME3341_MARKER: DS = TRIANGULATION STATION DISK
 ME3341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3341_SP_SET: CONCRETE POST
 ME3341_STAMPING: POLICE 1952
 ME3341_MARK LOGO: CGS   
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2044 ***********************************************************************
 JA2044  DESIGNATION -  POLIS
 JA2044  PID         -  JA2044
 JA2044  STATE/COUNTY-  IN/POSEY
 JA2044  USGS QUAD   -  CYNTHIANA (1980)
 JA2044
 JA2044                         *CURRENT SURVEY CONTROL
 JA2044  ___________________________________________________________________
 JA2044* NAD 83(1997)-  38 10 34.54168(N)    087 44 18.29027(W)     ADJUSTED  
 JA2044* NAVD 88     -       145.4    (meters)     477.     (feet)  VERTCON   
 JA2044  ___________________________________________________________________
 JA2044  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 JA2044  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 JA2044
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2044
 JA2044.The geoid height was determined by GEOID03.
 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  =   0.99963359
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2044.See file dsdata.txt to determine how the superseded data were derived.
 JA2044
 JA2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3532425630(NAD 83)
 JA2044_MARKER: DS = TRIANGULATION STATION DISK
 JA2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA2044+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2005
 JA2044
 JA2044  HISTORY     - Date     Condition        Report By
 JA2044  HISTORY     - 1961     MONUMENTED       CGS
 JA2044  HISTORY     - 1964     GOOD             CGS
 JA2044  HISTORY     - 20050514 GOOD             INDIV
 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
 JA2044'OF CYNTHIANA, ABOUT 1.75 MILES SOUTH OF THE
 JA2044'GIBSON-POSEY COUNTY LINE AND IS ON
 JA2044'THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 68.
 JA2044'
 JA2044'TO REACH THE STATION FROM THE POST OFFICE IN POSEYVILLE, GO EAST ON
 JA2044'STATE HIGHWAY 68 (MAIN
 JA2044'STREET) FOR 0.15 MILE, TURN LEFT, GO NORTH ON STATE
 JA2044'HIGHWAY 68 FOR 0.1 MILE, KEEP RIGHT
 JA2044'AND FOLLOW STATE HIGHWAY 68 EAST
 JA2044'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
 JA2044'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 JA2044'POLIS 1961.  THE MARK IS 27 FEET
 JA2044'NORTH OF CENTER OF STATE HIGHWAY 68,
 JA2044'12 FEET EAST OF CENTER OF DRIVEWAY, 4 FEET SOUTH OF
 JA2044'SOUTHEND OF
 JA2044'FENCE, 3.6 FEET SOUTH-SOUTHWEST OF WITNESS POST AND 3 FEET SOUTH OF
 JA2044'TELEPHONE POLE.
 JA2044'
 JA2044'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 JA2044'SQUARE CONCRETE POST
 JA2044'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 JA2044'IS STAMPED POLIS NO 1 1961.  THE
 JA2044'MARK IS 90.5 FEET WEST OF TELEPHONE
 JA2044'POLE, 84 FEET EAST OF CENTER OF DRIVEWAY, 71.8 FEET
 JA2044'EAST OF TELEPHONE
 JA2044'POLE, 70.9 FEET EAST OF WITNESS POST AND 27 FEET NORTH OF CENTER OF
 JA2044'ROAD.
 JA2044'
 JA2044'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 JA2044'SQUARE CONCRETE POST
 JA2044'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 JA2044'IS STAMPED POLIS NO 2 1961.  THE
 JA2044'MARK IS 51 FEET WEST OF CENTER OF
 JA2044'DRIVEWAY, 45.6 FEET EAST OF POWER LINE POLE, 43.5
 JA2044'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
 JA2044'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS STAMPED
 JA2044'POLIS 1961.  THE MARK IS 19.6
 JA2044'FEET WEST OF CENTER OF ROAD, 2 FEET
 JA2044'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
 JA2044'68 FOR 0.2 MILE TO A SIDE
 JA2044'ROAD RIGHT, TURN RIGHT, GO SOUTH FOR 0.2 MILE TO THE
 JA2044'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
 JA2044'FOLLOWING EXCEPTION.  REFERENCE MARK NO 2 IS NOW 2
 JA2044'INCHES UNDERGROUND, DUE TO FIELD CULTIVATION.
 JA2044'
 JA2044'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.
 JA2044'
 JA2044'THE TO REACH IS GOOD.
 JA2044
 JA2044                          STATION RECOVERY (2005)
 JA2044
 JA2044'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (ANR)
 JA2044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2022 ***********************************************************************
 LA2022  DESIGNATION -  PONETO
 LA2022  PID         -  LA2022
 LA2022  STATE/COUNTY-  IN/WELLS
 LA2022  USGS QUAD   -  BLUFFTON (1988)
 LA2022
 LA2022                         *CURRENT SURVEY CONTROL
 LA2022  ___________________________________________________________________
 LA2022* NAD 83(1997)-  40 39 17.00605(N)    085 13 19.90258(W)     ADJUSTED  
 LA2022* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 LA2022  ___________________________________________________________________
 LA2022  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 LA2022  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 LA2022
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2022
 LA2022.The geoid height was determined by GEOID03.
 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     -   0.99996471  x   0.99998405  =   0.99994876
 LA2022!UTM  16      -   0.99996471  x   0.99987805  =   0.99984277
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2022.See file dsdata.txt to determine how the superseded data were derived.
 LA2022
 LA2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL5029701949(NAD 83)
 LA2022_MARKER: DS = TRIANGULATION STATION DISK
 LA2022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2022_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LA2022_STAMPING: PONETO 1955
 LA2022_MARK LOGO: CGS   
 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             CGS
 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 COAST AND 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 = OCTOBER  6, 2006
 MD1642 ***********************************************************************
 MD1642  DESIGNATION -  PONY
 MD1642  PID         -  MD1642
 MD1642  STATE/COUNTY-  IN/WABASH
 MD1642  USGS QUAD   -  SOUTH WHITLEY WEST (1994)
 MD1642
 MD1642                         *CURRENT SURVEY CONTROL
 MD1642  ___________________________________________________________________
 MD1642* NAD 83(1997)-  41 00 04.49005(N)    085 44 28.83149(W)     ADJUSTED  
 MD1642* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 MD1642  ___________________________________________________________________
 MD1642  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 MD1642  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 MD1642
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1642
 MD1642.The geoid height was determined by GEOID03.
 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     -   0.99996799  x   0.99996715  =   0.99993514
 MD1642!UTM  16      -   0.99996799  x   0.99973791  =   0.99970591
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1642.See file dsdata.txt to determine how the superseded data were derived.
 MD1642
 MD1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL0585439658(NAD 83)
 MD1642_MARKER: DS = TRIANGULATION STATION DISK
 MD1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2268 ***********************************************************************
 HZ2268  DESIGNATION -  POPP RESET
 HZ2268  PID         -  HZ2268
 HZ2268  STATE/COUNTY-  IN/CLARK
 HZ2268  USGS QUAD   -  SPEED (1994)
 HZ2268
 HZ2268                         *CURRENT SURVEY CONTROL
 HZ2268  ___________________________________________________________________
 HZ2268* NAD 83(1997)-  38 25 14.38408(N)    085 48 55.39887(W)     ADJUSTED  
 HZ2268* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 HZ2268  ___________________________________________________________________
 HZ2268  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 HZ2268  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 HZ2268
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2268
 HZ2268.The geoid height was determined by GEOID03.
 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     -   0.99996102  x   0.99996874  =   0.99992976
 HZ2268!UTM  16      -   0.99996102  x   0.99973169  =   0.99969272
 HZ2268
 HZ2268:                Primary Azimuth Mark                     Grid Az
 HZ2268:SPC IN E     -  SPEED LOUISVILLE CEMENT NW STK           097 54 03.2
 HZ2268:UTM  16      -  SPEED LOUISVILLE CEMENT NW STK           097 04 20.1
 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
 HZ2268.Superseded values are not recommended for survey control.
 HZ2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2268.See file dsdata.txt to determine how the superseded data were derived.
 HZ2268
 HZ2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0341053154(NAD 83)
 HZ2268_MARKER: DS = TRIANGULATION STATION DISK
 HZ2268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2130 ***********************************************************************
 ME2130  DESIGNATION -  POR 7
 ME2130  PID         -  ME2130
 ME2130  STATE/COUNTY-  IN/PORTER
 ME2130  USGS QUAD   -  PORTAGE (1992)
 ME2130
 ME2130                         *CURRENT SURVEY CONTROL
 ME2130  ___________________________________________________________________
 ME2130* NAD 83(1986)-  41 37 08.     (N)    087 10 37.     (W)     SCALED    
 ME2130* NAVD 88     -       186.060  (meters)     610.43   (feet)  ADJUSTED  
 ME2130  ___________________________________________________________________
 ME2130  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 ME2130  DYNAMIC HT  -         185.993 (meters)     610.21  (feet)  COMP
 ME2130  MODELED GRAV-     980,254.3   (mgal)                       NAVD 88
 ME2130
 ME2130  VERT ORDER  -  FIRST     CLASS II
 ME2130
 ME2130.The horizontal coordinates were scaled from a topographic map and have
 ME2130.an estimated accuracy of +/- 6 seconds.
 ME2130
 ME2130.The orthometric height was determined by differential leveling
 ME2130.and adjusted by the National Geodetic Survey in June 1991..
 ME2130
 ME2130.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2130
 ME2130  NGVD 29 (01/19/93)  186.155  (m)          610.74   (f) ADJUSTED    1 2
 ME2130
 ME2130.Superseded values are not recommended for survey control.
 ME2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2130.See file dsdata.txt to determine how the superseded data were derived.
 ME2130
 ME2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM852074(NAD 83)
 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 = OCTOBER  6, 2006
 ME1316 ***********************************************************************
 ME1316  DESIGNATION -  POR L 2
 ME1316  PID         -  ME1316
 ME1316  STATE/COUNTY-  IN/PORTER
 ME1316  USGS QUAD   -  KOUTS (1992)
 ME1316
 ME1316                         *CURRENT SURVEY CONTROL
 ME1316  ___________________________________________________________________
 ME1316* NAD 83(1986)-  41 21 47.     (N)    087 01 36.     (W)     SCALED    
 ME1316* NAVD 88     -       210.923  (meters)     692.00   (feet)  ADJUSTED  
 ME1316  ___________________________________________________________________
 ME1316  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME1316  DYNAMIC HT  -         210.836 (meters)     691.72  (feet)  COMP
 ME1316  MODELED GRAV-     980,205.6   (mgal)                       NAVD 88
 ME1316
 ME1316  VERT ORDER  -  SECOND    CLASS 0
 ME1316
 ME1316.The horizontal coordinates were scaled from a topographic map and have
 ME1316.an estimated accuracy of +/- 6 seconds.
 ME1316
 ME1316.The orthometric height was determined by differential leveling
 ME1316.and adjusted by the National Geodetic Survey in June 1991..
 ME1316
 ME1316.The geoid height was determined by GEOID03.
 ME1316
 ME1316.The dynamic height is computed by dividing the NAVD 88
 ME1316.geopotential number by the normal gravity value computed on the
 ME1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1316.degrees latitude (g = 980.6199 gals.).
 ME1316
 ME1316.The modeled gravity was interpolated from observed gravity values.
 ME1316
 ME1316;                    North         East    Units  Estimated Accuracy
 ME1316;SPC IN W     -   678,880.      904,740.      MT  (+/- 180 meters Scaled)
 ME1316
 ME1316                          SUPERSEDED SURVEY CONTROL
 ME1316
 ME1316  NGVD 29 (??/??/92)  211.018  (m)          692.31   (f) ADJ UNCH    2 0
 ME1316
 ME1316.Superseded values are not recommended for survey control.
 ME1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1316.See file dsdata.txt to determine how the superseded data were derived.
 ME1316
 ME1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL977790(NAD 83)
 ME1316_MARKER: DB = BENCH MARK DISK
 ME1316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1316_SP_SET: BRIDGE
 ME1316_STAMPING: FOR L 2
 ME1316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1316
 ME1316  HISTORY     - Date     Condition        Report By
 ME1316  HISTORY     - UNK      MONUMENTED       INHD
 ME1316  HISTORY     - 1956     GOOD             NGS
 ME1316  HISTORY     - 1972     GOOD             BRADY
 ME1316
 ME1316                          STATION DESCRIPTION
 ME1316
 ME1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ME1316'1 MI S FROM MALDEN.
 ME1316'0.95 MILE SOUTH ALONG STATE HIGHWAY 49 FROM THE CHESAPEAKE AND
 ME1316'OHIO RAILROAD STATION AT MALDEN, 0.1 MILE NORTH OF THE JUNCTION
 ME1316'OF A SIDE ROAD EAST, SET IN THE TOP OF THE SOUTHWEST WINGWALL
 ME1316'OF A 28 FOOT CONCRETE BRIDGE, 17 FEET WEST OF THE CENTER LINE
 ME1316'OF HIGHWAY, 1 FOOT WEST OF THE CONCRETE GUARD RAIL, ABOUT 0.5
 ME1316'FOOT ABOVE THE LEVEL OF HIGHWAY.
 ME1316
 ME1316                          STATION RECOVERY (1972)
 ME1316
 ME1316'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1972
 ME1316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1329 ***********************************************************************
 ME1329  DESIGNATION -  POR L 39
 ME1329  PID         -  ME1329
 ME1329  STATE/COUNTY-  IN/PORTER
 ME1329  USGS QUAD   -  KOUTS (1992)
 ME1329
 ME1329                         *CURRENT SURVEY CONTROL
 ME1329  ___________________________________________________________________
 ME1329* NAD 83(1986)-  41 15 13.     (N)    087 02 03.     (W)     SCALED    
 ME1329* NAVD 88     -       201.229  (meters)     660.20   (feet)  ADJUSTED  
 ME1329  ___________________________________________________________________
 ME1329  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME1329  DYNAMIC HT  -         201.144 (meters)     659.92  (feet)  COMP
 ME1329  MODELED GRAV-     980,196.9   (mgal)                       NAVD 88
 ME1329
 ME1329  VERT ORDER  -  SECOND    CLASS 0
 ME1329
 ME1329.The horizontal coordinates were scaled from a topographic map and have
 ME1329.an estimated accuracy of +/- 6 seconds.
 ME1329
 ME1329.The orthometric height was determined by differential leveling
 ME1329.and adjusted by the National Geodetic Survey in June 1991..
 ME1329
 ME1329.The geoid height was determined by GEOID03.
 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     -   666,720.      904,120.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1329.See file dsdata.txt to determine how the superseded data were derived.
 ME1329
 ME1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL971669(NAD 83)
 ME1329_MARKER: DB = BENCH MARK DISK
 ME1329_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1329_SP_SET: ABUTMENT
 ME1329_STAMPING: POR L 39
 ME1329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1329
 ME1329  HISTORY     - Date     Condition        Report By
 ME1329  HISTORY     - UNK      MONUMENTED       INHD
 ME1329  HISTORY     - 1946     GOOD             NGS
 ME1329  HISTORY     - 1971     GOOD             NGS
 ME1329
 ME1329                          STATION DESCRIPTION
 ME1329
 ME1329'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2451 ***********************************************************************
 LA2451  DESIGNATION -  PORPORT
 LA2451  PID         -  LA2451
 LA2451  STATE/COUNTY-  IN/JAY
 LA2451  USGS QUAD   -  PORTLAND (1992)
 LA2451
 LA2451                         *CURRENT SURVEY CONTROL
 LA2451  ___________________________________________________________________
 LA2451* NAD 83(1997)-  40 27 08.79883(N)    084 59 29.10883(W)     ADJUSTED  
 LA2451* NAVD 88     -       279.4    (meters)     917.     (feet)  VERTCON   
 LA2451  ___________________________________________________________________
 LA2451  X           -     424,341.308 (meters)                     COMP
 LA2451  Y           -  -4,841,891.361 (meters)                     COMP
 LA2451  Z           -   4,116,502.645 (meters)                     COMP
 LA2451  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 LA2451  ELLIP HEIGHT-         246.17  (meters)          (05/25/99) GPS OBS
 LA2451  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 LA2451
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA2451
 LA2451.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2451
 LA2451.The ellipsoidal height was determined by GPS observations
 LA2451.and is referenced to NAD 83.
 LA2451
 LA2451.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          917.     (f) GPS OBS        
 LA2451
 LA2451.Superseded values are not recommended for survey control.
 LA2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2451.See file dsdata.txt to determine how the superseded data were derived.
 LA2451
 LA2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7032179913(NAD 83)
 LA2451_MARKER: DH = HORIZONTAL CONTROL DISK
 LA2451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2451_SP_SET: CONCRETE POST
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2452 ***********************************************************************
 LA2452  DESIGNATION -  PORPORT AZ MK
 LA2452  PID         -  LA2452
 LA2452  STATE/COUNTY-  IN/JAY
 LA2452  USGS QUAD   -  PORTLAND (1992)
 LA2452
 LA2452                         *CURRENT SURVEY CONTROL
 LA2452  ___________________________________________________________________
 LA2452* NAD 83(1997)-  40 27 08.77100(N)    084 58 54.66389(W)     ADJUSTED  
 LA2452* NAVD 88     -       280.9    (meters)     922.     (feet)  VERTCON   
 LA2452  ___________________________________________________________________
 LA2452  X           -     425,150.017 (meters)                     COMP
 LA2452  Y           -  -4,841,822.131 (meters)                     COMP
 LA2452  Z           -   4,116,502.971 (meters)                     COMP
 LA2452  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 LA2452  ELLIP HEIGHT-         247.68  (meters)          (05/25/99) GPS OBS
 LA2452  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 LA2452
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA2452
 LA2452.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2452
 LA2452.The ellipsoidal height was determined by GPS observations
 LA2452.and is referenced to NAD 83.
 LA2452
 LA2452.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          922.     (f) GPS OBS        
 LA2452
 LA2452.Superseded values are not recommended for survey control.
 LA2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2452.See file dsdata.txt to determine how the superseded data were derived.
 LA2452
 LA2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7113279931(NAD 83)
 LA2452_MARKER: DZ = AZIMUTH MARK DISK
 LA2452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2452_SP_SET: CONCRETE POST
 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 - 1988
 LA2452
 LA2452  HISTORY     - Date     Condition        Report By
 LA2452  HISTORY     - 1988     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HA0699 ***********************************************************************
 HA0699  DESIGNATION -  PORT
 HA0699  PID         -  HA0699
 HA0699  STATE/COUNTY-  IN/SPENCER
 HA0699  USGS QUAD   -  ROCKPORT (1982)
 HA0699
 HA0699                         *CURRENT SURVEY CONTROL
 HA0699  ___________________________________________________________________
 HA0699* NAD 83(1997)-  37 54 25.43034(N)    087 02 20.31508(W)     ADJUSTED  
 HA0699* NAVD 88     -       119.304  (meters)     391.42   (feet)  ADJUSTED  
 HA0699  ___________________________________________________________________
 HA0699  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 HA0699  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 HA0699  DYNAMIC HT  -         119.224 (meters)     391.15  (feet)  COMP
 HA0699  MODELED GRAV-     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
 HA0699.and adjusted by the National Geodetic Survey in June 1991..
 HA0699
 HA0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 HA0699
 HA0699.The geoid height was determined by GEOID03.
 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;                    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     -   0.99998617  x   0.99996685  =   0.99995302
 HA0699!UTM  16      -   0.99998617  x   0.99960014  =   0.99958631
 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
 HA0699.Superseded values are not recommended for survey control.
 HA0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0699.See file dsdata.txt to determine how the superseded data were derived.
 HA0699
 HA0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG9657495504(NAD 83)
 HA0699_MARKER: DS = TRIANGULATION STATION DISK
 HA0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0699_STAMPING: PORT 1946
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 HA0697 ***********************************************************************
 HA0697  DESIGNATION -  PORT AZ
 HA0697  PID         -  HA0697
 HA0697  STATE/COUNTY-  IN/SPENCER
 HA0697  USGS QUAD   -  ROCKPORT (1982)
 HA0697
 HA0697                         *CURRENT SURVEY CONTROL
 HA0697  ___________________________________________________________________
 HA0697* NAD 83(1986)-  37 54 10.     (N)    087 02 39.     (W)     SCALED    
 HA0697* NAVD 88     -       119.151  (meters)     390.91   (feet)  ADJUSTED  
 HA0697  ___________________________________________________________________
 HA0697  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 HA0697  DYNAMIC HT  -         119.071 (meters)     390.65  (feet)  COMP
 HA0697  MODELED GRAV-     979,955.8   (mgal)                       NAVD 88
 HA0697
 HA0697  VERT ORDER  -  FIRST     CLASS II
 HA0697
 HA0697.The horizontal coordinates were scaled from a topographic map and have
 HA0697.an estimated accuracy of +/- 6 seconds.
 HA0697
 HA0697.The orthometric height was determined by differential leveling
 HA0697.and adjusted by the National Geodetic Survey in June 1991..
 HA0697
 HA0697.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0697.See file dsdata.txt to determine how the superseded data were derived.
 HA0697
 HA0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG961950(NAD 83)
 HA0697_MARKER: DZ = AZIMUTH MARK DISK
 HA0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0697_STAMPING: PORT 1946
 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             NGS
 HA0697
 HA0697                          STATION DESCRIPTION
 HA0697
 HA0697'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 DF3708 ***********************************************************************
 DF3708  DESIGNATION -  PORT AZ MK RESET
 DF3708  PID         -  DF3708
 DF3708  STATE/COUNTY-  IN/SPENCER
 DF3708  USGS QUAD   -  ROCKPORT (1982)
 DF3708
 DF3708                         *CURRENT SURVEY CONTROL
 DF3708  ___________________________________________________________________
 DF3708* NAD 83(1986)-  37 54 10.     (N)    087 02 38.     (W)     SCALED    
 DF3708* NAVD 88     -       118.76   (meters)     389.6    (feet)  RESET     
 DF3708  ___________________________________________________________________
 DF3708  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 DF3708
 DF3708  VERT ORDER  -  THIRD
 DF3708
 DF3708.The horizontal coordinates were scaled from a topographic map and have
 DF3708.an estimated accuracy of +/- 6 seconds.
 DF3708
 DF3708.The orthometric height was computed from unverified reset data.
 DF3708.No vertical observational check was made to the station.
 DF3708
 DF3708.The geoid height was determined by GEOID03.
 DF3708
 DF3708;                    North         East    Units  Estimated Accuracy
 DF3708;SPC IN W     -   294,700.      903,470.      MT  (+/- 180 meters Scaled)
 DF3708
 DF3708                          SUPERSEDED SURVEY CONTROL
 DF3708
 DF3708.No superseded survey control is available for this station.
 DF3708
 DF3708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG961950(NAD 83)
 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_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 = OCTOBER  6, 2006
 ME2131 ***********************************************************************
 ME2131  DESIGNATION -  PORT L 492
 ME2131  PID         -  ME2131
 ME2131  STATE/COUNTY-  IN/PORTER
 ME2131  USGS QUAD   -  PORTAGE (1992)
 ME2131
 ME2131                         *CURRENT SURVEY CONTROL
 ME2131  ___________________________________________________________________
 ME2131* NAD 83(1986)-  41 37 07.     (N)    087 10 37.     (W)     SCALED    
 ME2131* NAVD 88     -       186.387  (meters)     611.50   (feet)  ADJUSTED  
 ME2131  ___________________________________________________________________
 ME2131  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 ME2131  DYNAMIC HT  -         186.319 (meters)     611.28  (feet)  COMP
 ME2131  MODELED GRAV-     980,254.3   (mgal)                       NAVD 88
 ME2131
 ME2131  VERT ORDER  -  FIRST     CLASS II
 ME2131
 ME2131.The horizontal coordinates were scaled from a topographic map and have
 ME2131.an estimated accuracy of +/- 6 seconds.
 ME2131
 ME2131.The orthometric height was determined by differential leveling
 ME2131.and adjusted by the National Geodetic Survey in June 1991..
 ME2131
 ME2131.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME2131
 ME2131  NGVD 29 (01/19/93)  186.481  (m)          611.81   (f) ADJUSTED    1 2
 ME2131
 ME2131.Superseded values are not recommended for survey control.
 ME2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2131.See file dsdata.txt to determine how the superseded data were derived.
 ME2131
 ME2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM852074(NAD 83)
 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 = OCTOBER  6, 2006
 HA0698 ***********************************************************************
 HA0698  DESIGNATION -  PORT RM 1
 HA0698  PID         -  HA0698
 HA0698  STATE/COUNTY-  IN/SPENCER
 HA0698  USGS QUAD   -  ROCKPORT (1982)
 HA0698
 HA0698                         *CURRENT SURVEY CONTROL
 HA0698  ___________________________________________________________________
 HA0698* NAD 83(1986)-  37 54 25.     (N)    087 02 19.     (W)     SCALED    
 HA0698* NAVD 88     -       118.753  (meters)     389.61   (feet)  ADJUSTED  
 HA0698  ___________________________________________________________________
 HA0698  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 HA0698  DYNAMIC HT  -         118.673 (meters)     389.35  (feet)  COMP
 HA0698  MODELED GRAV-     979,956.1   (mgal)                       NAVD 88
 HA0698
 HA0698  VERT ORDER  -  FIRST     CLASS II
 HA0698
 HA0698.The horizontal coordinates were scaled from a topographic map and have
 HA0698.an estimated accuracy of +/- 6 seconds.
 HA0698
 HA0698.The orthometric height was determined by differential leveling
 HA0698.and adjusted by the National Geodetic Survey in June 1991..
 HA0698
 HA0698.The geoid height was determined by GEOID03.
 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     -   295,170.      903,930.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0698.See file dsdata.txt to determine how the superseded data were derived.
 HA0698
 HA0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG966954(NAD 83)
 HA0698_MARKER: DR = REFERENCE MARK DISK
 HA0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0698_STAMPING: PORT NO 1 1946
 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             NGS
 HA0698
 HA0698                          STATION DESCRIPTION
 HA0698
 HA0698'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ3552 ***********************************************************************
 JZ3552  DESIGNATION -  PORT TWO
 JZ3552  PID         -  JZ3552
 JZ3552  STATE/COUNTY-  IN/HANCOCK
 JZ3552  USGS QUAD   -  MC CORDSVILLE (1984)
 JZ3552
 JZ3552                         *CURRENT SURVEY CONTROL
 JZ3552  ___________________________________________________________________
 JZ3552* NAD 83(1986)-  39 53 12.     (N)    085 56 16.     (W)     SCALED    
 JZ3552* NAVD 88     -       258.68   (meters)     848.7    (feet)  RESET     
 JZ3552  ___________________________________________________________________
 JZ3552  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ3552
 JZ3552  VERT ORDER  -  THIRD
 JZ3552
 JZ3552.The horizontal coordinates were scaled from a topographic map and have
 JZ3552.an estimated accuracy of +/- 6 seconds.
 JZ3552
 JZ3552.The orthometric height was computed from unverified reset data.
 JZ3552
 JZ3552.The geoid height was determined by GEOID03.
 JZ3552
 JZ3552;                    North         East    Units  Estimated Accuracy
 JZ3552;SPC IN E     -   514,970.       76,810.      MT  (+/- 180 meters Scaled)
 JZ3552
 JZ3552                          SUPERSEDED SURVEY CONTROL
 JZ3552
 JZ3552  NGVD 29 (04/16/04)  258.82   (m)          849.1    (f) RESET       3  
 JZ3552
 JZ3552.Superseded values are not recommended for survey control.
 JZ3552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3552.See file dsdata.txt to determine how the superseded data were derived.
 JZ3552
 JZ3552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK908157(NAD 83)
 JZ3552_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 ME2313 ***********************************************************************
 ME2313  DESIGNATION -  PORTER
 ME2313  PID         -  ME2313
 ME2313  STATE/COUNTY-  IN/MARSHALL
 ME2313  USGS QUAD   -  CULVER (1980)
 ME2313
 ME2313                         *CURRENT SURVEY CONTROL
 ME2313  ___________________________________________________________________
 ME2313* NAD 83(1997)-  41 10 31.02410(N)    086 24 53.82317(W)     ADJUSTED  
 ME2313* NAVD 88     -       232.40   (+/-2cm)     762.5    (feet)  VERTCON   
 ME2313  ___________________________________________________________________
 ME2313  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 ME2313  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME2313
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2313
 ME2313.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2313
 ME2313.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  232.52   (m)          762.9    (f) LEVELING    3  
 ME2313
 ME2313.Superseded values are not recommended for survey control.
 ME2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2313.See file dsdata.txt to determine how the superseded data were derived.
 ME2313
 ME2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4907358381(NAD 83)
 ME2313_MARKER: DS = TRIANGULATION STATION DISK
 ME2313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LA0373 ***********************************************************************
 LA0373  DESIGNATION -  PORTLAND
 LA0373  PID         -  LA0373
 LA0373  STATE/COUNTY-  IN/JAY
 LA0373  USGS QUAD   -  PORTLAND (1992)
 LA0373
 LA0373                         *CURRENT SURVEY CONTROL
 LA0373  ___________________________________________________________________
 LA0373* NAD 83(1997)-  40 26 21.22597(N)    084 59 07.79909(W)     ADJUSTED  
 LA0373* NAVD 88     -       276.103  (meters)     905.85   (feet)  ADJUSTED  
 LA0373  ___________________________________________________________________
 LA0373  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 LA0373  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 LA0373  DYNAMIC HT  -         275.966 (meters)     905.40  (feet)  COMP
 LA0373  MODELED GRAV-     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
 LA0373.and adjusted by the National Geodetic Survey in June 1991..
 LA0373
 LA0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA0373
 LA0373.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996195  x   1.00000776  =   0.99996971
 LA0373!UTM  16      -   0.99996195  x   0.99995934  =   0.99992129
 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|---------------------------------------------------------------------|
 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
 LA0373.Superseded values are not recommended for survey control.
 LA0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0373.See file dsdata.txt to determine how the superseded data were derived.
 LA0373
 LA0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7085678458(NAD 83)
 LA0373_MARKER: DS = TRIANGULATION STATION DISK
 LA0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0373_STAMPING: PORTLAND 1934
 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             NGS
 LA0373  HISTORY     - 1955     GOOD             CGS
 LA0373
 LA0373                          STATION DESCRIPTION
 LA0373
 LA0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LA0373'ABOUT 0.7 MILE NORTHWEST
 LA0373'FROM THE
 LA0373'COURTHOUSE IN PORTLAND, IN THE NORTHEAST CORNER OF
 LA0373'HAYNES PARK, 41 FEET SOUTH
 LA0373'OF CENTER LINE OF CONCRETE HIGHWAY
 LA0373'(STATE HIGHWAYS 67 AND 26), 95 FEET WEST OF
 LA0373'THE CENTER LINE OF A
 LA0373'GRAVEL ROAD, AND PROJECTS 5 INCHES.
 LA0373'
 LA0373'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LA0373'BRONZE DISKS SET IN CONCRETE.
 LA0373'
 LA0373'REFERENCE MARK NO. 1 IS 19 FEET WEST OF THE CENTER LINE OF
 LA0373'THE GRAVEL ROAD
 LA0373'AND 8 FEET SOUTH OF A 3 FOOT TREE, AND PROJECTS
 LA0373'6 INCHES.  REFERENCE MARK NO. 2 IS
 LA0373'33 FEET SOUTH OF THE CENTER
 LA0373'LINE OF THE CONCRETE HIGHWAY, AND PROJECTS 6 INCHES.
 LA0373'
 LA0373'AZIMUTH MARK IS 1 FOOT WEST OF A WIRE FENCE ON THE WEST SIDE
 LA0373'OF A GRAVEL ROAD,
 LA0373'AND 14 FEET WEST OF THE CENTER LINE OF THE ROAD,
 LA0373'AND PROJECTS 5 INCHES.
 LA0373'
 LA0373'HEIGHT OF LIGHT ABOVE STATION MARK 113 FEET.
 LA0373
 LA0373                          STATION RECOVERY (1947)
 LA0373
 LA0373'RECOVERY NOTE BY NATIONAL 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.
 LA0373'EXCEPT FOR A DIFFERENCE IN DIRECTION TO THE AZIMUTH MARK THE ORIGINAL
 LA0373'DESCRIPTION IS CORRECT AND
 LA0373'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0372 ***********************************************************************
 LA0372  DESIGNATION -  PORTLAND AZ MK
 LA0372  PID         -  LA0372
 LA0372  STATE/COUNTY-  IN/JAY
 LA0372  USGS QUAD   -  PORTLAND (1992)
 LA0372
 LA0372                         *CURRENT SURVEY CONTROL
 LA0372  ___________________________________________________________________
 LA0372* NAD 83(1986)-  40 26 31.     (N)    084 58 59.     (W)     SCALED    
 LA0372* NAVD 88     -       277.436  (meters)     910.22   (feet)  ADJUSTED  
 LA0372  ___________________________________________________________________
 LA0372  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 LA0372  DYNAMIC HT  -         277.298 (meters)     909.77  (feet)  COMP
 LA0372  MODELED GRAV-     980,122.9   (mgal)                       NAVD 88
 LA0372
 LA0372  VERT ORDER  -  SECOND    CLASS 0
 LA0372
 LA0372.The horizontal coordinates were scaled from a topographic map and have
 LA0372.an estimated accuracy of +/- 6 seconds.
 LA0372
 LA0372.The orthometric height was determined by differential leveling
 LA0372.and adjusted by the National Geodetic Survey in June 1991..
 LA0372
 LA0372.The geoid height was determined by GEOID03.
 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     -   576,810.      158,000.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0372.See file dsdata.txt to determine how the superseded data were derived.
 LA0372
 LA0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK710787(NAD 83)
 LA0372_MARKER: DR = REFERENCE MARK DISK
 LA0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0372_STAMPING: PORTLAND AZIMUTH 1934
 LA0372_MARK LOGO: CGS   
 LA0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0372+STABILITY: SURFACE MOTION
 LA0372
 LA0372  HISTORY     - Date     Condition        Report By
 LA0372  HISTORY     - 1934     MONUMENTED       CGS
 LA0372  HISTORY     - 1947     GOOD             NGS
 LA0372
 LA0372                          STATION DESCRIPTION
 LA0372
 LA0372'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2356 ***********************************************************************
 LA2356  DESIGNATION -  PORTLAND JAY GARMENT CO TANK
 LA2356  PID         -  LA2356
 LA2356  STATE/COUNTY-  IN/JAY
 LA2356  USGS QUAD   -  PORTLAND (1992)
 LA2356
 LA2356                         *CURRENT SURVEY CONTROL
 LA2356  ___________________________________________________________________
 LA2356* NAD 83(1997)-  40 25 39.87861(N)    084 58 44.21319(W)     ADJUSTED  
 LA2356* NAVD 88     -                                                        
 LA2356  ___________________________________________________________________
 LA2356  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 LA2356  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 LA2356
 LA2356  HORZ ORDER  -  THIRD
 LA2356
 LA2356.The horizontal coordinates were established by classical geodetic methods
 LA2356.and adjusted by the National Geodetic Survey in May 1999..
 LA2356
 LA2356
 LA2356.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2356
 LA2356.The geoid height was determined by GEOID03.
 LA2356
 LA2356;                    North         East     Units Scale Factor Converg.
 LA2356;SPC IN E     -   575,239.343   158,357.144   MT  1.00000857   +0 26 45.6
 LA2356;SPC IN E     - 1,887,264.41    519,543.40   sFT  1.00000857   +0 26 45.6
 LA2356;UTM  16      - 4,477,195.663   671,440.845   MT  0.99996181   +1 18 39.4
 LA2356
 LA2356                          SUPERSEDED SURVEY CONTROL
 LA2356
 LA2356  NAD 83(1995)-  40 25 39.87856(N)    084 58 44.21321(W) AD(       ) 4
 LA2356  NAD 83(1986)-  40 25 39.88062(N)    084 58 44.23046(W) AD(       ) 4
 LA2356  NAD 27      -  40 25 39.72100(N)    084 58 44.32000(W) AD(       ) 3
 LA2356
 LA2356.Superseded values are not recommended for survey control.
 LA2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2356.See file dsdata.txt to determine how the superseded data were derived.
 LA2356
 LA2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7144177196(NAD 83)
 LA2356_MARKER: 51 = TANK
 LA2356
 LA2356  HISTORY     - Date     Condition        Report By
 LA2356  HISTORY     - 1932     FIRST OBSERVED   CGS
 LA2356  HISTORY     - 1955     GOOD             CGS
 LA2356  HISTORY     - 20030703 MARK NOT FOUND   GEOCAC
 LA2356
 LA2356                          STATION DESCRIPTION
 LA2356
 LA2356'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2356'THE STATION WAS RECOVERED IN GOOD CONDITION.
 LA2356
 LA2356                          STATION RECOVERY (2003)
 LA2356
 LA2356'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 LA2356'THE TANK IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2354 ***********************************************************************
 LA2354  DESIGNATION -  PORTLAND MUN LT AND PWR STACK
 LA2354  PID         -  LA2354
 LA2354  STATE/COUNTY-  IN/JAY
 LA2354  USGS QUAD   -  PORTLAND (1992)
 LA2354
 LA2354                         *CURRENT SURVEY CONTROL
 LA2354  ___________________________________________________________________
 LA2354* NAD 83(1997)-  40 25 39.39274(N)    084 58 34.04249(W)     ADJUSTED  
 LA2354* NAVD 88     -                                                        
 LA2354  ___________________________________________________________________
 LA2354  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 LA2354  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 LA2354
 LA2354  HORZ ORDER  -  THIRD
 LA2354
 LA2354.The horizontal coordinates were established by classical geodetic methods
 LA2354.and adjusted by the National Geodetic Survey in May 1999..
 LA2354
 LA2354
 LA2354.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2354
 LA2354.The geoid height was determined by GEOID03.
 LA2354
 LA2354;                    North         East     Units Scale Factor Converg.
 LA2354;SPC IN E     -   575,226.227   158,596.999   MT  1.00000892   +0 26 52.2
 LA2354;SPC IN E     - 1,887,221.38    520,330.32   sFT  1.00000892   +0 26 52.2
 LA2354;UTM  16      - 4,477,186.170   671,680.859   MT  0.99996282   +1 18 46.0
 LA2354
 LA2354                          SUPERSEDED SURVEY CONTROL
 LA2354
 LA2354  NAD 83(1995)-  40 25 39.39270(N)    084 58 34.04251(W) AD(       ) 4
 LA2354  NAD 83(1986)-  40 25 39.39475(N)    084 58 34.05956(W) AD(       ) 4
 LA2354  NAD 27      -  40 25 39.23400(N)    084 58 34.15500(W) AD(       ) 3
 LA2354
 LA2354.Superseded values are not recommended for survey control.
 LA2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2354.See file dsdata.txt to determine how the superseded data were derived.
 LA2354
 LA2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7168177186(NAD 83)
 LA2354_MARKER: 63 = STACK
 LA2354
 LA2354  HISTORY     - Date     Condition        Report By
 LA2354  HISTORY     - 1932     FIRST OBSERVED   CGS
 LA2354  HISTORY     - 1955     GOOD             CGS
 LA2354  HISTORY     - 20030703 MARK NOT FOUND   GEOCAC
 LA2354
 LA2354                          STATION DESCRIPTION
 LA2354
 LA2354'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA2354'THE STATION WAS RECOVERED IN GOOD CONDITION.
 LA2354
 LA2354                          STATION RECOVERY (2003)
 LA2354
 LA2354'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 LA2354'THERE IS NO STACK HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2358 ***********************************************************************
 LA2358  DESIGNATION -  PORTLAND MUNICIPAL TANK
 LA2358  PID         -  LA2358
 LA2358  STATE/COUNTY-  IN/JAY
 LA2358  USGS QUAD   -  PORTLAND (1992)
 LA2358
 LA2358                         *CURRENT SURVEY CONTROL
 LA2358  ___________________________________________________________________
 LA2358* NAD 83(1997)-  40 25 54.44310(N)    084 58 25.84477(W)     ADJUSTED  
 LA2358* NAVD 88     -                                                        
 LA2358  ___________________________________________________________________
 LA2358  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 LA2358  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 LA2358
 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
 LA2358.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2358
 LA2358.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2358
 LA2358  NAD 83(1995)-  40 25 54.44333(N)    084 58 25.84700(W) AD(       ) 4
 LA2358  NAD 83(1986)-  40 25 54.44548(N)    084 58 25.85805(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2358.See file dsdata.txt to determine how the superseded data were derived.
 LA2358
 LA2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK7186377655(NAD 83)
 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 = OCTOBER  6, 2006
 LA2054 ***********************************************************************
 LA2054  DESIGNATION -  PORTLAND NAAS CANNING STACK
 LA2054  PID         -  LA2054
 LA2054  STATE/COUNTY-  IN/JAY
 LA2054  USGS QUAD   -  BLAINE (1994)
 LA2054
 LA2054                         *CURRENT SURVEY CONTROL
 LA2054  ___________________________________________________________________
 LA2054* NAD 83(1997)-  40 25 28.80872(N)    085 01 03.04250(W)     ADJUSTED  
 LA2054* NAVD 88     -                                                        
 LA2054  ___________________________________________________________________
 LA2054  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 LA2054  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 LA2054
 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
 LA2054.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2054
 LA2054.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2054
 LA2054  NAD 83(1995)-  40 25 28.80914(N)    085 01 03.04412(W) AD(       ) 4
 LA2054  NAD 83(1986)-  40 25 28.81125(N)    085 01 03.05518(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2054.See file dsdata.txt to determine how the superseded data were derived.
 LA2054
 LA2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK6817776780(NAD 83)
 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 = OCTOBER  6, 2006
 LA2055 ***********************************************************************
 LA2055  DESIGNATION -  PORTLAND RAD STA WPGN W MAST
 LA2055  PID         -  LA2055
 LA2055  STATE/COUNTY-  IN/JAY
 LA2055  USGS QUAD   -  BLAINE (1994)
 LA2055
 LA2055                         *CURRENT SURVEY CONTROL
 LA2055  ___________________________________________________________________
 LA2055* NAD 83(1997)-  40 26 10.62613(N)    085 00 55.73296(W)     ADJUSTED  
 LA2055* NAVD 88     -                                                        
 LA2055  ___________________________________________________________________
 LA2055  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 LA2055  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 LA2055
 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
 LA2055.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2055
 LA2055.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LA2055
 LA2055  NAD 83(1995)-  40 26 10.62622(N)    085 00 55.73534(W) AD(       ) 4
 LA2055  NAD 83(1986)-  40 26 10.62828(N)    085 00 55.74601(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2055.See file dsdata.txt to determine how the superseded data were derived.
 LA2055
 LA2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK6832078074(NAD 83)
 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 = OCTOBER  6, 2006
 LA0375 ***********************************************************************
 LA0375  DESIGNATION -  PORTLAND RM 1
 LA0375  PID         -  LA0375
 LA0375  STATE/COUNTY-  IN/JAY
 LA0375  USGS QUAD   -  PORTLAND (1992)
 LA0375
 LA0375                         *CURRENT SURVEY CONTROL
 LA0375  ___________________________________________________________________
 LA0375* NAD 83(1986)-  40 26 21.     (N)    084 59 07.     (W)     SCALED    
 LA0375* NAVD 88     -       276.353  (meters)     906.67   (feet)  ADJUSTED  
 LA0375  ___________________________________________________________________
 LA0375  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 LA0375  DYNAMIC HT  -         276.216 (meters)     906.22  (feet)  COMP
 LA0375  MODELED GRAV-     980,122.4   (mgal)                       NAVD 88
 LA0375
 LA0375  VERT ORDER  -  SECOND    CLASS 0
 LA0375
 LA0375.The horizontal coordinates were scaled from a topographic map and have
 LA0375.an estimated accuracy of +/- 6 seconds.
 LA0375
 LA0375.The orthometric height was determined by differential leveling
 LA0375.and adjusted by the National Geodetic Survey in June 1991..
 LA0375
 LA0375.The geoid height was determined by GEOID03.
 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     -   576,500.      157,810.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0375.See file dsdata.txt to determine how the superseded data were derived.
 LA0375
 LA0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK708784(NAD 83)
 LA0375_MARKER: DR = REFERENCE MARK DISK
 LA0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0375_STAMPING: PORTLAND NO 1 1934
 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             NGS
 LA0375
 LA0375                          STATION DESCRIPTION
 LA0375
 LA0375'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0374 ***********************************************************************
 LA0374  DESIGNATION -  PORTLAND RM 2
 LA0374  PID         -  LA0374
 LA0374  STATE/COUNTY-  IN/JAY
 LA0374  USGS QUAD   -  PORTLAND (1992)
 LA0374
 LA0374                         *CURRENT SURVEY CONTROL
 LA0374  ___________________________________________________________________
 LA0374* NAD 83(1986)-  40 26 21.     (N)    084 59 07.     (W)     SCALED    
 LA0374* NAVD 88     -       276.108  (meters)     905.86   (feet)  ADJUSTED  
 LA0374  ___________________________________________________________________
 LA0374  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 LA0374  DYNAMIC HT  -         275.971 (meters)     905.41  (feet)  COMP
 LA0374  MODELED GRAV-     980,122.4   (mgal)                       NAVD 88
 LA0374
 LA0374  VERT ORDER  -  SECOND    CLASS 0
 LA0374
 LA0374.The horizontal coordinates were scaled from a topographic map and have
 LA0374.an estimated accuracy of +/- 6 seconds.
 LA0374
 LA0374.The orthometric height was determined by differential leveling
 LA0374.and adjusted by the National Geodetic Survey in June 1991..
 LA0374.WARNING-Repeat measurements at this control monument indicate possible
 LA0374.vertical movement.
 LA0374
 LA0374.The geoid height was determined by GEOID03.
 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     -   576,500.      157,810.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0374.See file dsdata.txt to determine how the superseded data were derived.
 LA0374
 LA0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK708784(NAD 83)
 LA0374_MARKER: DR = REFERENCE MARK DISK
 LA0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0374_STAMPING: PORTLAND NO 2 1934
 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             NGS
 LA0374
 LA0374                          STATION DESCRIPTION
 LA0374
 LA0374'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2312 ***********************************************************************
 ME2312  DESIGNATION -  POSEY
 ME2312  PID         -  ME2312
 ME2312  STATE/COUNTY-  IN/MARSHALL
 ME2312  USGS QUAD   -  CULVER (1980)
 ME2312
 ME2312                         *CURRENT SURVEY CONTROL
 ME2312  ___________________________________________________________________
 ME2312* NAD 83(1997)-  41 11 36.97747(N)    086 24 57.20636(W)     ADJUSTED  
 ME2312* NAVD 88     -       228.91   (+/-2cm)     751.0    (feet)  VERTCON   
 ME2312  ___________________________________________________________________
 ME2312  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 ME2312  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 ME2312
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2312
 ME2312.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2312
 ME2312.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  229.02   (m)          751.4    (f) LEVELING    3  
 ME2312
 ME2312.Superseded values are not recommended for survey control.
 ME2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2312.See file dsdata.txt to determine how the superseded data were derived.
 ME2312
 ME2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4898160414(NAD 83)
 ME2312_MARKER: DS = TRIANGULATION STATION DISK
 ME2312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA2052 ***********************************************************************
 JA2052  DESIGNATION -  POSEYVILLE MUNICIPAL TANK
 JA2052  PID         -  JA2052
 JA2052  STATE/COUNTY-  IN/POSEY
 JA2052  USGS QUAD   -  POSEYVILLE (1980)
 JA2052
 JA2052                         *CURRENT SURVEY CONTROL
 JA2052  ___________________________________________________________________
 JA2052* NAD 83(1997)-  38 10 17.88874(N)    087 46 50.23476(W)     ADJUSTED  
 JA2052* NAVD 88     -                                                        
 JA2052  ___________________________________________________________________
 JA2052  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 JA2052  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 JA2052
 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
 JA2052.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2052
 JA2052.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA2052
 JA2052  NAD 83(1993)-  38 10 17.89564(N)    087 46 50.23412(W) AD(       ) 4
 JA2052  NAD 83(1986)-  38 10 17.89848(N)    087 46 50.23569(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2052.See file dsdata.txt to determine how the superseded data were derived.
 JA2052
 JA2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3162325147(NAD 83)
 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 = OCTOBER  6, 2006
 HZ2244 ***********************************************************************
 HZ2244  DESIGNATION -  POTTS RESET
 HZ2244  PID         -  HZ2244
 HZ2244  STATE/COUNTY-  IN/HARRISON
 HZ2244  USGS QUAD   -  KOSMOSDALE (1994)
 HZ2244
 HZ2244                         *CURRENT SURVEY CONTROL
 HZ2244  ___________________________________________________________________
 HZ2244* NAD 83(1997)-  38 05 23.89097(N)    085 56 07.62032(W)     ADJUSTED  
 HZ2244* NAVD 88     -       264.6    (meters)     868.     (feet)  VERTCON   
 HZ2244  ___________________________________________________________________
 HZ2244  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 HZ2244  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 HZ2244
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2244
 HZ2244.The geoid height was determined by GEOID03.
 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 1970                       011 50 16.3
 HZ2244:SPC KY1Z     -  WILLIAMS RM A 1970                       011 47 09.3
 HZ2244:SPC KY N     -  WILLIAMS RM A 1970                       012 43 13.9
 HZ2244:UTM  16      -  WILLIAMS RM A 1970                       011 00 55.0
 HZ2244
 HZ2244|---------------------------------------------------------------------|
 HZ2244| PID    Reference Object                     Distance      Geod. Az  |
 HZ2244|                                                           dddmmss.s |
 HZ2244| HZ2264 WILLIAMS RM A 1970                  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  NGVD 29 (07/19/86)  264.7    (m)          868.     (f) VERT ANG       
 HZ2244
 HZ2244.Superseded values are not recommended for survey control.
 HZ2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2244.See file dsdata.txt to determine how the superseded data were derived.
 HZ2244
 HZ2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH9335216332(NAD 83)
 HZ2244_MARKER: X = CHISELED CROSS
 HZ2244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ2244_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HZ2244
 HZ2244  HISTORY     - Date     Condition        Report By
 HZ2244  HISTORY     - 1950     MONUMENTED       CGS
 HZ2244  HISTORY     - 1882     GOOD             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 = OCTOBER  6, 2006
 JZ3293 ***********************************************************************
 JZ3293  DESIGNATION -  POWELL
 JZ3293  PID         -  JZ3293
 JZ3293  STATE/COUNTY-  IN/UNION
 JZ3293  USGS QUAD   -  BROWNSVILLE (1983)
 JZ3293
 JZ3293                         *CURRENT SURVEY CONTROL
 JZ3293  ___________________________________________________________________
 JZ3293* NAD 83(1997)-  39 37 30.92472(N)    085 00 59.67814(W)     ADJUSTED  
 JZ3293* NAVD 88     -       326.     (meters)    1070.     (feet)  SCALED    
 JZ3293  ___________________________________________________________________
 JZ3293  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 JZ3293  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JZ3293
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3293
 JZ3293.The geoid height was determined by GEOID03.
 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     -   0.99995418  x   1.00000501  =   0.99995919
 JZ3293!UTM  16      -   0.99995418  x   0.99995679  =   0.99991097
 JZ3293
 JZ3293:                Primary Azimuth Mark                     Grid Az
 JZ3293:SPC IN E     -  RICHMOND STATE HOSPITAL STACK            017 41 40.6
 JZ3293:UTM  16      -  RICHMOND STATE HOSPITAL STACK            016 50 38.3
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3293.See file dsdata.txt to determine how the superseded data were derived.
 JZ3293
 JZ3293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ7023388045(NAD 83)
 JZ3293_MARKER: DS = TRIANGULATION STATION DISK
 JZ3293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2513 ***********************************************************************
 LB2513  DESIGNATION -  PRAIRIE
 LB2513  PID         -  LB2513
 LB2513  STATE/COUNTY-  IN/HAMILTON
 LB2513  USGS QUAD   -  NOBLESVILLE (1992)
 LB2513
 LB2513                         *CURRENT SURVEY CONTROL
 LB2513  ___________________________________________________________________
 LB2513* NAD 83(1997)-  40 05 27.58088(N)    086 01 12.37612(W)     ADJUSTED  
 LB2513* NAVD 88     -       248.76   (+/-2cm)     816.1    (feet)  VERTCON   
 LB2513  ___________________________________________________________________
 LB2513  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 LB2513  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 LB2513
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2513
 LB2513.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2513
 LB2513.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  248.89   (m)          816.6    (f) LEVELING    3  
 LB2513
 LB2513.Superseded values are not recommended for survey control.
 LB2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2513.See file dsdata.txt to determine how the superseded data were derived.
 LB2513
 LB2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK8353338317(NAD 83)
 LB2513_MARKER: DS = TRIANGULATION STATION DISK
 LB2513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 KA1790 ***********************************************************************
 KA1790  FBN         -  This is a Federal Base Network Control Station.
 KA1790  DESIGNATION -  PRAIRIE CITY
 KA1790  PID         -  KA1790
 KA1790  STATE/COUNTY-  IN/CLAY
 KA1790  USGS QUAD   -  STAUNTON (1986)
 KA1790
 KA1790                         *CURRENT SURVEY CONTROL
 KA1790  ___________________________________________________________________
 KA1790* NAD 83(1997)-  39 26 45.83338(N)    087 07 33.31848(W)     ADJUSTED  
 KA1790* NAVD 88     -       189.9    (meters)     623.     (feet)  GPS OBS   
 KA1790  ___________________________________________________________________
 KA1790  X           -     247,302.585 (meters)                     COMP
 KA1790  Y           -  -4,925,929.946 (meters)                     COMP
 KA1790  Z           -   4,030,780.879 (meters)                     COMP
 KA1790  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 KA1790  ELLIP HEIGHT-         156.98  (meters)          (01/19/05) GPS OBS
 KA1790  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KA1790
 KA1790  HORZ ORDER  -  A
 KA1790  ELLP ORDER  -  FOURTH    CLASS I
 KA1790
 KA1790.The horizontal coordinates were established by GPS observations
 KA1790.and adjusted by the National Geodetic Survey in January 2005..
 KA1790
 KA1790.The orthometric height was determined by GPS observations and a
 KA1790.high-resolution geoid model.
 KA1790
 KA1790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA1790
 KA1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1790
 KA1790.The ellipsoidal height was determined by GPS observations
 KA1790.and is referenced to NAD 83.
 KA1790
 KA1790.The geoid height was determined by GEOID03.
 KA1790
 KA1790;                    North         East     Units Scale Factor Converg.
 KA1790;SPC IN W     -   466,017.509   896,334.113   MT  0.99996683   -0 01 37.4
 KA1790;SPC IN W     - 1,528,925.78  2,940,722.84   sFT  0.99996683   -0 01 37.4
 KA1790;UTM  16      - 4,366,286.341   489,165.003   MT  0.99960145   -0 04 48.0
 KA1790
 KA1790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1790!SPC IN W     -   0.99997537  x   0.99996683  =   0.99994220
 KA1790!UTM  16      -   0.99997537  x   0.99960145  =   0.99957683
 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                                 2714212.9 |
 KA1790| CM4398 PRAIRIE CITY RM 2                    25.438 METERS 31714     |
 KA1790|---------------------------------------------------------------------|
 KA1790
 KA1790                          SUPERSEDED SURVEY CONTROL
 KA1790
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1790.See file dsdata.txt to determine how the superseded data were derived.
 KA1790
 KA1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ8916566286(NAD 83)
 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_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 = OCTOBER  6, 2006
 LA2407 ***********************************************************************
 LA2407  DESIGNATION -  PREBLE
 LA2407  PID         -  LA2407
 LA2407  STATE/COUNTY-  IN/ADAMS
 LA2407  USGS QUAD   -  DECATUR (1992)
 LA2407
 LA2407                         *CURRENT SURVEY CONTROL
 LA2407  ___________________________________________________________________
 LA2407* NAD 83(1997)-  40 50 00.13123(N)    084 59 46.25408(W)     ADJUSTED  
 LA2407* NAVD 88     -       249.     (meters)     817.     (feet)  SCALED    
 LA2407  ___________________________________________________________________
 LA2407  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 LA2407  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 LA2407
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2407
 LA2407.The geoid height was determined by GEOID03.
 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     -   0.99996621  x   1.00000601  =   0.99997222
 LA2407!UTM  16      -   0.99996621  x   0.99995135  =   0.99991756
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2407.See file dsdata.txt to determine how the superseded data were derived.
 LA2407
 LA2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6895322192(NAD 83)
 LA2407_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LA2407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2407_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 LA2407'DECATUR, 0.9 MILE EAST OF
 LA2407'PREBLE, 0.05 MILE NORTH OF U.S. HIGHWAY 224, 47 FEET WEST OF THE
 LA2407'CENTER OF A GRAVEL ROAD, 37.2
 LA2407'FEET NORTHWEST OF A POWERLINE POLE AND 23.6 FEET NORTH OF THE
 LA2407'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
 LA2407'CROSS ROAD, TURN LEFT AND GO NORTH FOR 0.05 MILE TO THE STATION ON
 LA2407'THE LEFT, CONTINUE NORTH FOR 0.8
 LA2407'MILE TO 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
 LA2407'1955.
 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
 LA2407'POLE, 9 FEET SOUTH OF A WIRE FENCE AND 2 FEET NORTH OF A
 LA2407'4 BY 4 INCHES WHITE WITNESS POST.
 LA2407'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED PREBLE
 LA2407'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
 LA2407'THE BANK OF THE RAILROAD TRACK (JUST NORTH OF THE RAILROAD TRACK).
 LA2407'THE MARK PROJECTS 2 INCHES AND THE
 LA2407'DISK IS STAMPED PREBLE NO 2 1955.
 LA2407'
 LA2407'THE AZIMUTH MARK IS 21 FEET SOUTHWEST OF THE CENTER OF A T-JUNCTION
 LA2407'3 FEET EAST OF A POWERLINE
 LA2407'POLE AND 2 FEET SOUTHEAST OF A 4 BY 4 INCHES WHITE WITNESS POST.  THE
 LA2407'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
 LA2407'ATOP THE NORTH END OF A CONCRETE CULVERT ABUTMENT.  IT IS 46 FEET
 LA2407'SOUTHEAST OF THE CENTER OF A CROSS ROAD
 LA2407'AND 28 FEET NORTH OF A CONCRETE FENCE CORNER POST.
 LA2407'THE DISK IS 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'ALL MARKS RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 LA2407'DESCRIBED.
 LA2407'
 LA2407'ABOUT 1.0 MILES E ALONG NO. 224 U. S. HWY. FROM THE JOGGED
 LA2407'CROSSROADS AT PREBLE POST OFFICE, ABOUT 143 YARDS N OF THE HIGHWAY,
 LA2407'71.9 FEET N OF N RAIL OF MAIN LINE DOUBLE TRACKS OF ERIE LACAWANNA
 LA2407'RAILROAD, 47 FEET W OF CENTER LINE OF GRAVEL ROAD, 37-1/2 FEET NW
 LA2407'OF A POWERLINE POLE, AND 0.9 FOOT UNDERGROUND, STANDARD DISKS ARE
 LA2407'STAMPED PREBLE 1955 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
 LA2407'OF 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,
 LA2407'37 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
 LA2407'OF STATION, 42 FT. S OF CENTER LINE OF 24-FOOT HWY. PAVEMENT, 0.5
 LA2407'FOOT LOWER THAN SAME, 19 FEET E OF CENTER LINE OF GRAVEL ROAD, SET
 LA2407'IN TOP OF AND 0.9 FOOT SW OF NE END OF V-SHAPED CONCRETE HEADWALL
 LA2407'OF 15-INCH IRON PIPE CULVERT UNDER GRAVEL ROAD.
 LA2407'
 LA2407'AZIMUTH MARK STAMPED PREBLE 1955, PROJECTS 0.3 FOOT, IS ABOUT 0.9
 LA2407'MILE N OF STATION, 26-1/2 FEET W OF CENTER LINE OF ROAD, 13.5 FEET
 LA2407'S OF CENTER LINE OF GRAVEL DRIVEWAY, 3 FEET E OF POWER POLE, AND
 LA2407'1.6 FEET W OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2143 ***********************************************************************
 LB2143  DESIGNATION -  PRINCE
 LB2143  PID         -  LB2143
 LB2143  STATE/COUNTY-  IN/WHITE
 LB2143  USGS QUAD   -  WOLCOTT (1991)
 LB2143
 LB2143                         *CURRENT SURVEY CONTROL
 LB2143  ___________________________________________________________________
 LB2143* NAD 83(1997)-  40 47 39.53223(N)    087 04 47.57383(W)     ADJUSTED  
 LB2143* NAVD 88     -       217.33   (+/-2cm)     713.0    (feet)  VERTCON   
 LB2143  ___________________________________________________________________
 LB2143  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 LB2143  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 LB2143
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2143
 LB2143.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2143
 LB2143.The geoid height was determined by GEOID03.
 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  =   0.99993784
 LB2143!UTM  16      -   0.99997117  x   0.99960056  =   0.99957174
 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 (07/19/86)  217.41   (m)          713.3    (f) LEVELING    3  
 LB2143
 LB2143.Superseded values are not recommended for survey control.
 LB2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2143.See file dsdata.txt to determine how the superseded data were derived.
 LB2143
 LB2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9326115927(NAD 83)
 LB2143_MARKER: DS = TRIANGULATION STATION DISK
 LB2143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 JA2014 ***********************************************************************
 JA2014  DESIGNATION -  PRINCETON COURTHOUSE SPIRE
 JA2014  PID         -  JA2014
 JA2014  STATE/COUNTY-  IN/GIBSON
 JA2014  USGS QUAD   -  PRINCETON (1989)
 JA2014
 JA2014                         *CURRENT SURVEY CONTROL
 JA2014  ___________________________________________________________________
 JA2014* NAD 83(1997)-  38 21 20.62254(N)    087 34 05.27478(W)     ADJUSTED  
 JA2014* NAVD 88     -                                                        
 JA2014  ___________________________________________________________________
 JA2014  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 JA2014  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JA2014
 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
 JA2014.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2014
 JA2014.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA2014
 JA2014  NAD 83(1993)-  38 21 20.62959(N)    087 34 05.27493(W) AD(       ) 4
 JA2014  NAD 83(1986)-  38 21 20.63165(N)    087 34 05.27575(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2014.See file dsdata.txt to determine how the superseded data were derived.
 JA2014
 JA2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5036145438(NAD 83)
 JA2014_MARKER: 89 = SPIRE
 JA2014
 JA2014  HISTORY     - Date     Condition        Report By
 JA2014  HISTORY     - 1934     FIRST OBSERVED   CGS
 JA2014  HISTORY     - 1968     GOOD             CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2015 ***********************************************************************
 JA2015  DESIGNATION -  PRINCETON HEINZ FOOD PLT TANK
 JA2015  PID         -  JA2015
 JA2015  STATE/COUNTY-  IN/GIBSON
 JA2015  USGS QUAD   -  PRINCETON (1989)
 JA2015
 JA2015                         *CURRENT SURVEY CONTROL
 JA2015  ___________________________________________________________________
 JA2015* NAD 83(1997)-  38 20 32.14432(N)    087 34 04.55853(W)     ADJUSTED  
 JA2015* NAVD 88     -                                                        
 JA2015  ___________________________________________________________________
 JA2015  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 JA2015  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JA2015
 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
 JA2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2015
 JA2015.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA2015
 JA2015  NAD 83(1993)-  38 20 32.15130(N)    087 34 04.55849(W) AD(       ) 4
 JA2015  NAD 83(1986)-  38 20 32.15343(N)    087 34 04.55955(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2015.See file dsdata.txt to determine how the superseded data were derived.
 JA2015
 JA2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5036943943(NAD 83)
 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 = OCTOBER  6, 2006
 JA2013 ***********************************************************************
 JA2013  DESIGNATION -  PRINCETON RAD STA WRAY
 JA2013  PID         -  JA2013
 JA2013  STATE/COUNTY-  IN/GIBSON
 JA2013  USGS QUAD   -  PRINCETON (1989)
 JA2013
 JA2013                         *CURRENT SURVEY CONTROL
 JA2013  ___________________________________________________________________
 JA2013* NAD 83(1997)-  38 21 23.46602(N)    087 35 25.94017(W)     ADJUSTED  
 JA2013* NAVD 88     -                                                        
 JA2013  ___________________________________________________________________
 JA2013  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 JA2013  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JA2013
 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
 JA2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2013
 JA2013.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA2013
 JA2013  NAD 83(1993)-  38 21 23.47277(N)    087 35 25.94098(W) AD(       ) 4
 JA2013  NAD 83(1986)-  38 21 23.47519(N)    087 35 25.94119(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2013.See file dsdata.txt to determine how the superseded data were derived.
 JA2013
 JA2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4840445538(NAD 83)
 JA2013_MARKER: 42 = RADIO/TV MAST
 JA2013
 JA2013  HISTORY     - Date     Condition        Report By
 JA2013  HISTORY     - 1967     FIRST OBSERVED   CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2017 ***********************************************************************
 JA2017  DESIGNATION -  PRINCETON SOUTHERN RR SHOPS TK
 JA2017  PID         -  JA2017
 JA2017  STATE/COUNTY-  IN/GIBSON
 JA2017  USGS QUAD   -  PRINCETON (1989)
 JA2017
 JA2017                         *CURRENT SURVEY CONTROL
 JA2017  ___________________________________________________________________
 JA2017* NAD 83(1997)-  38 20 33.99221(N)    087 33 48.63756(W)     ADJUSTED  
 JA2017* NAVD 88     -                                                        
 JA2017  ___________________________________________________________________
 JA2017  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 JA2017  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JA2017
 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
 JA2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2017
 JA2017.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA2017
 JA2017  NAD 83(1993)-  38 20 33.99920(N)    087 33 48.63757(W) AD(       ) 4
 JA2017  NAD 83(1986)-  38 20 34.00131(N)    087 33 48.63858(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2017.See file dsdata.txt to determine how the superseded data were derived.
 JA2017
 JA2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5075643998(NAD 83)
 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 = OCTOBER  6, 2006
 JA1131 ***********************************************************************
 JA1131  DESIGNATION -  PRINSTON
 JA1131  PID         -  JA1131
 JA1131  STATE/COUNTY-  IN/GIBSON
 JA1131  USGS QUAD   -  PRINCETON (1989)
 JA1131
 JA1131                         *CURRENT SURVEY CONTROL
 JA1131  ___________________________________________________________________
 JA1131* NAD 83(1997)-  38 21 40.26236(N)    087 34 29.79435(W)     ADJUSTED  
 JA1131* NAVD 88     -       149.109  (meters)     489.20   (feet)  ADJUSTED  
 JA1131  ___________________________________________________________________
 JA1131  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 JA1131  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JA1131  DYNAMIC HT  -         149.010 (meters)     488.88  (feet)  COMP
 JA1131  MODELED GRAV-     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
 JA1131.and adjusted by the National Geodetic Survey in June 1991..
 JA1131
 JA1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1131
 JA1131.The geoid height was determined by GEOID03.
 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;                    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|---------------------------------------------------------------------|
 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 1968                       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
 JA1131.Superseded values are not recommended for survey control.
 JA1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1131.See file dsdata.txt to determine how the superseded data were derived.
 JA1131
 JA1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4977046047(NAD 83)
 JA1131_MARKER: DS = TRIANGULATION STATION DISK
 JA1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1131_STAMPING: PRINSTON 1934
 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             NGS
 JA1131  HISTORY     - 1966     GOOD             CGS
 JA1131  HISTORY     - 1966     GOOD             NGS
 JA1131  HISTORY     - 1967     GOOD             CGS
 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
 JA1131'A KNOLL ABOUT 8 FEET BELOW THE HIGHEST GROUND,
 JA1131'112.7 FEET NORTH OF THE NORTHEAST
 JA1131'CORNER OF THE PAVILION, 82.3 FEET
 JA1131'WEST-NORTHWEST OF METAL STREET LIGHT, 28 FEET WEST
 JA1131'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
 JA1131'PRINCETON, GO NORTH ON HART STREET FOR 0.3 MILE, TURN LEFT
 JA1131'INTO SPRUCE STREET AND
 JA1131'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
 JA1131'OF CENTER LINE OF DRIVE.
 JA1131'
 JA1131'REFERENCE MARK NO 2 IS NORTH-NORTHEAST OF STATION, 165.32 FEET
 JA1131'NORTHEAST OF
 JA1131'REFERENCE MARK NO 1, 8 FEET SOUTH OF CENTER LINE OF
 JA1131'CIRCULAR DRIVE, 25 FEET WEST OF
 JA1131'SMALL SPRUCE TREE.
 JA1131'
 JA1131'AZIMUTH MARK IS NORTHEAST OF STATION, 2 FEET INSIDE LEFT FIELD FENCE
 JA1131'OF BALL PARK,
 JA1131'ABOUT 15 FEET SOUTHWEST OF CORNER OF BOARD FENCE.
 JA1131'
 JA1131'A 103-FOOT TOWER REQUIRED.
 JA1131'
 JA1131'HEIGHT OF LIGHT ABOVE STATION MARK - 34 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
 JA1131'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND DUE TO
 JA1131'ITS BEING COVERED OVER AND CHANGES
 JA1131'IN THE FENCE USED AS REFERENCE
 JA1131'POINTS.  THE CARETAKER OF THE PARK STATED THAT THE
 JA1131'MARK STILL EXISTS.
 JA1131'
 JA1131'THE ORIGINAL DESCRIPTION IS INADEQUATE, DUE TO CHANGES MADE IN THE
 JA1131'PARK.
 JA1131'
 JA1131'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
 JA1131'BELOW THE HIGHEST POINT.  IT IS 112 FEET NORTH OF
 JA1131'THE NORTHEAST CORNER OF BUILDING NO
 JA1131'1, 26.8 FEET EAST OF THE EAST
 JA1131'EDGE OF A 36-INCH TILE FILLED WITH CONCRETE, 48 FEET
 JA1131'SOUTH-SOUTHWEST
 JA1131'OF THE SOUTHWEST CORNER OF A TOOL SHED.  THE MARK IS FLUSH AND THE
 JA1131'DISK IS STAMPED PRINSTON 1934.
 JA1131'
 JA1131'REFERENCE MARK NO 1 IS IN THE ROW OF GUARD RAIL POSTS ON THE INSIDE
 JA1131'OF A CIRCULAR DRIVE,
 JA1131'58.5 FEET SOUTH OF THE SOUTHEAST CORNER OF BUILDING
 JA1131'NO 5.  THE MONUMENT PROJECTS 4
 JA1131'INCHES AND THE DISK IS STAMPED PRINSTON NO 1 1934.
 JA1131'
 JA1131'REFERENCE MARK NO 2 IS 88 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 JA1131'THE CIRCULAR DRIVE,
 JA1131'19.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A TOOL
 JA1131'SHED AND ON THE WEST EDGE OF THE
 JA1131'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
 JA1131'ALONG STATE HIGHWAY
 JA1131'64 FROM THE GIBSON COUNTY COURTHOUSE AT PRINCETON,
 JA1131'THENCE 0.1 MILE NORTHWEST ALONG
 JA1131'THE SOUTHERN RAILWAY, THENCE 0.25
 JA1131'MILE NORTH ALONG NORTH EMBREE STREET, THENCE 0.1
 JA1131'MILE NORTHEAST ALONG
 JA1131'A ONE-WAY STREET THROUGH THE CITY PARK, 48 FEET SOUTH-SOUTHWEST OF
 JA1131'THE SOUTHWEST
 JA1131'CORNER OF A TOOL HOUSE, 145.5 FEET SOUTH OF A SMALL
 JA1131'STEEL GATE TO A BALL PARK.  76.5
 JA1131'FEET SOUTHEAST OF A LIGHT POLE, 26.7
 JA1131'FEET WEST OF A 15-INCH OAK TREE, AND SET IN THE TOP
 JA1131'OF A CONCRETE
 JA1131'POST 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
 JA1131'OF THE CENTER LINE OF THE ROAD, 57.7 FEET
 JA1131'SOUTHEAST AND ACROSS THE ROAD FROM
 JA1131'THE SOUTHEAST CORNER OF A CONCRETE
 JA1131'SHELTER HOUSE, 18.7 FEET NORTH OF A 50-INCH OAK TREE, 42 FEET
 JA1131'WEST-SOUTHWEST OF A LIGHT POLE, ABOUT 1.5 FEET ABOVE THE LEVEL OF THE
 JA1131'ROAD, AND SET IN
 JA1131'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
 JA1131'FEET NORTHEAST OF A TOOL HOUSE, 9 FEET SOUTH OF THE
 JA1131'CENTER LINE OF THE ROAD, 40 FEET
 JA1131'SOUTH OF THE SOUTH FENCE OF A BALL
 JA1131'PARK, 26.5 FEET SOUTH OF A 26-INCH BLACK GUM TREE,
 JA1131'AND SET IN THE TOP
 JA1131'OF A CONCRETE POST PROJECTING 7 INCHES.
 JA1131
 JA1131                          STATION RECOVERY (1965)
 JA1131
 JA1131'RECOVERY NOTE BY NATIONAL 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
 JA1131'FOUND IN GOOD CONDITION.  A LIMITED SEARCH WAS MADE FOR
 JA1131'THE AZIMUTH MARK BUT IT COULD
 JA1131'NOT BE FOUND.  THE BASEBALL FIELD HAS
 JA1131'BEEN REGRADED AND THE OLD FENCES REMOVED, AND IT
 JA1131'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
 JA1131'LONGER ADEQUATE.  FOLLOWING IN A NEW AND COMPLETE 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
 JA1131'PRINCETON, GO NORTH ON NORTH HART STREET FOR 0.25 MILE TO
 JA1131'WEST SPRUCE STREET.  HERE
 JA1131'TURN LEFT, WEST, ON WEST SPURCE STREET AND
 JA1131'GO 0.3 MILE TO A NARROW PAVED DRIVE ON THE
 JA1131'RIGHT, TURN RIGHT KEEPING
 JA1131'THE LEFT FORK AND GO NORTH AND WEST ON A CURVED DRIVE FOR 0.1
 JA1131'MILE TO THE
 JA1131'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
 JA1131'FEET EAST OF THE CENTER OF A MERRY-GO-ROUND, 48
 JA1131'FEET SOUTHWEST OF THE SOUTHWEST
 JA1131'CORNER OF A CONCESSION STAND, 35 FEET
 JA1131'NORTH OF AN 18-INCH MAPLE TREE, 28 FEET EAST OF A
 JA1131'32-INCH VITREOUS
 JA1131'TILE THAT PROJECTS 24 INCHES, 27 FEET SOUTH OF AN 18-INCH, TRIPLE
 JA1131'TRUNKED ELM TREE,
 JA1131'AND 27 FEET WEST OF AN 18-INCH MAPLE TREE.  A
 JA1131'STANDARD DISK SET IN THE TOP OF A
 JA1131'12-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
 JA1131'OAK TREE, 16 FEET SOUTH OF A METAL LAMP POST, 6
 JA1131'FEET SOUTHEAST OF THE APPROXIMATE
 JA1131'CENTER OF THE CIRCULAR DRIVE, AND
 JA1131'IN THE ROW OF POST MARKING THE DRIVE.  IT IS A
 JA1131'STANDARD DISK SET IN
 JA1131'THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 7
 JA1131'INCHES AND THE
 JA1131'DISK IS STAMPED PRINSTON NO 1 1934.
 JA1131'
 JA1131'REFERENCE MARK NO 2 IS 42 FEET SOUTHEAST OF THE GATE INTO THE
 JA1131'BASEBALL
 JA1131'GRANDSTAND, 26 FEET SOUTH-SOUTHEAST OF A 24-INCH OAK TREE,
 JA1131'25 FEET WEST-NORTHWEST OF A
 JA1131'10-INCH SPRUCE TREE, 19 FEET NORTH OF THE
 JA1131'NORTHEAST CORNER OF THE CONCESSION STAND, AND
 JA1131'10 FEET SOUTH OF THE
 JA1131'APPROXIMATE CENTER OF THE CIRCULAR DRIVE.  IT IS A STANDARD DISK
 JA1131'SET IN THE TOP OF
 JA1131'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
 JA1131'MENTION IN THIS DESCRIPTION HAS BEEN BUILT ON LINE
 JA1131'BETWEEN THE STATION MARK, REFERENCE
 JA1131'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
 JA1131'MARCH OF 1935 AND THE BENCH MARK DESCRIPTION CARDS AS
 JA1131'SHOWN FOR THIS WORK GIVE THE
 JA1131'DESIGNATION AND STAMPING OF THESE MARKS
 JA1131'AS PRINCETON 1934 - PRINCETON NO 1 1934 -
 JA1131'PRINCTON NO 2 1934.  NEW
 JA1131'DESCRIPTION OF BENCH MARK CARDS HAVE BEEN SUBMITTED WHICH
 JA1131'CORRECTS THESE
 JA1131'STAMPINGS TO READ PRINSTON 1934 - PRINSTON NO 1 1934 - PRINSTON
 JA1131'NO 2 1934, AND ALL C AND
 JA1131'GS RECORDS AND DATA SHOULD BE REVISED ACCORDINGLY.
 JA1131
 JA1131                          STATION RECOVERY (1966)
 JA1131
 JA1131'RECOVERY NOTE BY NATIONAL 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
 JA1131'IN GOOD CONDITION.
 JA1131'THE AZIMUTH MARK WAS SEARCHED FOR BUT COULD NOT
 JA1131'BE FOUND.  REFERENCE MARK 3 WAS
 JA1131'ESTABLISHED AT THIS TIME.  THE
 JA1131'DISTANCE TO REFERENCE MARK 1 CHECKED WITH THE
 JA1131'PREVIOUS MEASUREMENT.
 JA1131'THE DISTANCE TO REFERENCE MARK 2 COULD NOT BE CHECKED BECAUSE OF
 JA1131'A 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
 JA1131'NORTH ON NORTH HART STREET FOR 0.3 MILE TO A CROSS
 JA1131'STREET.  TURN LEFT AND GO WEST ON
 JA1131'WEST SPURCE STREET FOR 0.3 MILE TO
 JA1131'A PAVED DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO
 JA1131'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
 JA1131'SOUTHWEST OF THE SOUTH CORNER OF A BUILDING, 28 FEET
 JA1131'SOUTH OF A TRIPLE TRUNK TREE AND
 JA1131'28 FEET EAST OF AN OLD CISTERN COVER.
 JA1131'
 JA1131'RM NO 1, STAMPED PRINSTON NO 1 1934 PROJECTS 6 INCHES.  IT IS 33 FEET
 JA1131'SOUTHWEST OF A
 JA1131'30-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
 JA1131'NORTHEAST CORNER OF A BUILDING, 10 FEET SOUTH OF THE
 JA1131'CENTER OF THE PAVED DRIVEWAY AND 7
 JA1131'FEET WEST OF THE CENTER OF A GRAVELED DRIVEWAY.
 JA1131'
 JA1131'RM NO 3, STAMPED PRINSTON NO 3 1934 1967 IS SET FLUSH WITH THE GROUND
 JA1131'SURFACE.  IT IS 75
 JA1131'FEET NORTH OF THE CENTER OF THE PAVED DRIVEWAY, 42
 JA1131'FEET WEST OF THE CENTER OF A DIRT
 JA1131'ROAD AND 37 FEET EAST OF A 24-INCH MAPLE TREE.
 JA1131'
 JA1131'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1130 ***********************************************************************
 JA1130  DESIGNATION -  PRINSTON RM 1
 JA1130  PID         -  JA1130
 JA1130  STATE/COUNTY-  IN/GIBSON
 JA1130  USGS QUAD   -  PRINCETON (1989)
 JA1130
 JA1130                         *CURRENT SURVEY CONTROL
 JA1130  ___________________________________________________________________
 JA1130* NAD 83(1986)-  38 21 40.     (N)    087 34 29.     (W)     SCALED    
 JA1130* NAVD 88     -       147.665  (meters)     484.46   (feet)  ADJUSTED  
 JA1130  ___________________________________________________________________
 JA1130  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JA1130  DYNAMIC HT  -         147.567 (meters)     484.14  (feet)  COMP
 JA1130  MODELED GRAV-     979,964.6   (mgal)                       NAVD 88
 JA1130
 JA1130  VERT ORDER  -  FIRST     CLASS II
 JA1130
 JA1130.The horizontal coordinates were scaled from a topographic map and have
 JA1130.an estimated accuracy of +/- 6 seconds.
 JA1130
 JA1130.The orthometric height was determined by differential leveling
 JA1130.and adjusted by the National Geodetic Survey in June 1991..
 JA1130
 JA1130.The geoid height was determined by GEOID03.
 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     -   345,690.      857,050.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1130.See file dsdata.txt to determine how the superseded data were derived.
 JA1130
 JA1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH497460(NAD 83)
 JA1130_MARKER: DR = REFERENCE MARK DISK
 JA1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1130_STAMPING: PRINSTON NO 1 1934
 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             NGS
 JA1130  HISTORY     - 1966     GOOD             NGS
 JA1130
 JA1130                          STATION DESCRIPTION
 JA1130
 JA1130'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1966
 JA1130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1132 ***********************************************************************
 JA1132  DESIGNATION -  PRINSTON RM 2
 JA1132  PID         -  JA1132
 JA1132  STATE/COUNTY-  IN/GIBSON
 JA1132  USGS QUAD   -  PRINCETON (1989)
 JA1132
 JA1132                         *CURRENT SURVEY CONTROL
 JA1132  ___________________________________________________________________
 JA1132* NAD 83(1986)-  38 21 40.     (N)    087 34 29.     (W)     SCALED    
 JA1132* NAVD 88     -       148.353  (meters)     486.72   (feet)  ADJUSTED  
 JA1132  ___________________________________________________________________
 JA1132  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JA1132  DYNAMIC HT  -         148.255 (meters)     486.40  (feet)  COMP
 JA1132  MODELED GRAV-     979,964.6   (mgal)                       NAVD 88
 JA1132
 JA1132  VERT ORDER  -  FIRST     CLASS II
 JA1132
 JA1132.The horizontal coordinates were scaled from a topographic map and have
 JA1132.an estimated accuracy of +/- 6 seconds.
 JA1132
 JA1132.The orthometric height was determined by differential leveling
 JA1132.and adjusted by the National Geodetic Survey in June 1991..
 JA1132.WARNING-Repeat measurements at this control monument indicate possible
 JA1132.vertical movement.
 JA1132
 JA1132.The geoid height was determined by GEOID03.
 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     -   345,690.      857,050.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1132.See file dsdata.txt to determine how the superseded data were derived.
 JA1132
 JA1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH497460(NAD 83)
 JA1132_MARKER: DR = REFERENCE MARK DISK
 JA1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1132_STAMPING: PRINSTON NO 2 1934
 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             NGS
 JA1132  HISTORY     - 1966     GOOD             NGS
 JA1132
 JA1132                          STATION DESCRIPTION
 JA1132
 JA1132'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1966
 JA1132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1845 ***********************************************************************
 KA1845  DESIGNATION -  PRISON
 KA1845  PID         -  KA1845
 KA1845  STATE/COUNTY-  IN/VIGO
 KA1845  USGS QUAD   -  TERRE HAUTE (1993)
 KA1845
 KA1845                         *CURRENT SURVEY CONTROL
 KA1845  ___________________________________________________________________
 KA1845* NAD 83(1997)-  39 25 24.34335(N)    087 26 11.75713(W)     ADJUSTED  
 KA1845* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 KA1845  ___________________________________________________________________
 KA1845  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 KA1845  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KA1845
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1845
 KA1845.The geoid height was determined by GEOID03.
 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;SPC IL E     -   306,369.459   377,214.419   MT  1.00004838   +0 34 10.2
 KA1845;SPC IL E     - 1,005,147.13  1,237,577.64   sFT  1.00004838   +0 34 10.2
 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     -   0.99998128  x   0.99997805  =   0.99995933
 KA1845!SPC IL E     -   0.99998128  x   1.00004838  =   1.00002966
 KA1845!UTM  16      -   0.99998128  x   0.99961739  =   0.99959868
 KA1845
 KA1845:                Primary Azimuth Mark                     Grid Az
 KA1845:SPC IN W     -  NO 228 INGS 1947                         036 08 08.2
 KA1845:SPC IL E     -  NO 228 INGS 1947                         035 20 30.4
 KA1845:UTM  16      -  NO 228 INGS 1947                         036 11 18.8
 KA1845
 KA1845|---------------------------------------------------------------------|
 KA1845| PID    Reference Object                     Distance      Geod. Az  |
 KA1845|                                                           dddmmss.s |
 KA1845| KA1846 NO 228 INGS 1947                    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 INGS 1947                     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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1845.See file dsdata.txt to determine how the superseded data were derived.
 KA1845
 KA1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ6242063858(NAD 83)
 KA1845_MARKER: DS = TRIANGULATION STATION DISK
 KA1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1845
 KA1845  HISTORY     - Date     Condition        Report By
 KA1845  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1919 ***********************************************************************
 KA1919  DESIGNATION -  PROSPECT
 KA1919  PID         -  KA1919
 KA1919  STATE/COUNTY-  IN/MARION
 KA1919  USGS QUAD   -  INDIANAPOLIS EAST (1980)
 KA1919
 KA1919                         *CURRENT SURVEY CONTROL
 KA1919  ___________________________________________________________________
 KA1919* NAD 83(1997)-  39 45 09.07003(N)    086 06 06.92084(W)     ADJUSTED  
 KA1919* NAVD 88     -       237.17   (+/-2cm)     778.1    (feet)  VERTCON   
 KA1919  ___________________________________________________________________
 KA1919  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 KA1919  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KA1919
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1919
 KA1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1919
 KA1919.The geoid height was determined by GEOID03.
 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     -   0.99996805  x   0.99998379  =   0.99995184
 KA1919!UTM  16      -   0.99996805  x   0.99967287  =   0.99964093
 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  NGVD 29 (07/19/86)  237.30   (m)          778.5    (f) LEVELING    3  
 KA1919
 KA1919.Superseded values are not recommended for survey control.
 KA1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1919.See file dsdata.txt to determine how the superseded data were derived.
 KA1919
 KA1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK7693600675(NAD 83)
 KA1919_MARKER: DS = TRIANGULATION STATION DISK
 KA1919_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 JA1908 ***********************************************************************
 JA1908  DESIGNATION -  PROSPECT
 JA1908  PID         -  JA1908
 JA1908  STATE/COUNTY-  IN/ORANGE
 JA1908  USGS QUAD   -  FRENCH LICK (1993)
 JA1908
 JA1908                         *CURRENT SURVEY CONTROL
 JA1908  ___________________________________________________________________
 JA1908* NAD 83(1997)-  38 35 45.95886(N)    086 36 44.22658(W)     ADJUSTED  
 JA1908* NAVD 88     -       250.     (meters)     820.     (feet)  SCALED    
 JA1908  ___________________________________________________________________
 JA1908  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 JA1908  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JA1908
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1908
 JA1908.The geoid height was determined by GEOID03.
 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  =   0.99995337
 JA1908!UTM  16      -   0.99996598  x   0.99961404  =   0.99958003
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1908.See file dsdata.txt to determine how the superseded data were derived.
 JA1908
 JA1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH3376372028(NAD 83)
 JA1908_MARKER: DS = TRIANGULATION STATION DISK
 JA1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 JA1908'MILE NORTH FROM PROSPECT AND 0.15 MILE WEST FROM THE
 JA1908'RED FARMHOUSE OF MRS CONNLEY.
 JA1908'THE STATION MARK IS IN A SASSAFRAS
 JA1908'THICKET, 6 FEET NORTH OF A WHITE WITNESS POST,
 JA1908'ABOUT 50 FEET NORTH OF
 JA1908'A WOODS EDGE AND 40 FEET EAST OF A CLEARED FIELD.  THE MARK
 JA1908'PROJECTS 8 INCHES
 JA1908'AND THE DISK IS STAMPED PROSPECT 1946.
 JA1908'
 JA1908'REFERENCE MARK NO 1 IS 61.22 FEET SOUTHEAST OF THE STATION AND 15
 JA1908'FEET NORTHWEST OF A
 JA1908'10-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
 JA1908'TREE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 JA1908'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
 JA1908'S HIGHWAYS 56 AND 150 ON A BLACKTOP ROAD FOR 1.0
 JA1908'MILE.  THEN TURN LEFT ON A GRAVEL
 JA1908'ROAD AND GO WEST AND NORTH UP A
 JA1908'HILL FOR 0.5 MILE TO THE RED CONNLEY HOUSE ON THE
 JA1908'LEFT.  TURN LEFT UP
 JA1908'THE ROAD AT THE SOUTH SIDE OF THE HOUSE AND GO WEST UP STEEP HILL
 JA1908'FOR 0.15 MILE TO
 JA1908'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,
 JA1908'BUT NOT FOUND, BRIEF SEARCH.  DESCRIPTION OUT OF DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1867 ***********************************************************************
 MD1867  DESIGNATION -  PT 27 USGS 1946
 MD1867  PID         -  MD1867
 MD1867  STATE/COUNTY-  IN/STEUBEN
 MD1867  USGS QUAD   -  CAMDEN (1992)
 MD1867
 MD1867                         *CURRENT SURVEY CONTROL
 MD1867  ___________________________________________________________________
 MD1867* NAD 83(1997)-  41 45 36.57040(N)    084 48 21.37716(W)     ADJUSTED  
 MD1867* NAVD 88     -       321.     (meters)    1053.     (feet)  SCALED    
 MD1867  ___________________________________________________________________
 MD1867  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 MD1867  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 MD1867
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1867
 MD1867.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1867
 MD1867  NAD 83(1995)-  41 45 36.57040(N)    084 48 21.37716(W) AD(       ) 2
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1867.See file dsdata.txt to determine how the superseded data were derived.
 MD1867
 MD1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM8239325474(NAD 83)
 MD1867_MARKER: Z = SEE DESCRIPTION
 MD1867_SETTING: 0 = UNSPECIFIED SETTING
 MD1867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1867
 MD1867  HISTORY     - Date     Condition        Report By
 MD1867  HISTORY     - 1946     MONUMENTED       CGS
 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 = OCTOBER  6, 2006
 LB2285 ***********************************************************************
 LB2285  DESIGNATION -  PT 71 W USGS 1947
 LB2285  PID         -  LB2285
 LB2285  STATE/COUNTY-  IN/NEWTON
 LB2285  USGS QUAD   -  SHELDON (1980)
 LB2285
 LB2285                         *CURRENT SURVEY CONTROL
 LB2285  ___________________________________________________________________
 LB2285* NAD 83(1997)-  40 46 39.21051(N)    087 31 33.67030(W)     ADJUSTED  
 LB2285* NAVD 88     -       205.14   (+/-2cm)     673.0    (feet)  VERTCON   
 LB2285  ___________________________________________________________________
 LB2285  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 LB2285  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 LB2285
 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.The vertical order pertains to the NGVD 29 superseded value.
 LB2285
 LB2285.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2285
 LB2285.The geoid height was determined by GEOID03.
 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;SPC IL E     -   456,653.486   368,149.970   MT  1.00003214   +0 31 38.3
 LB2285;SPC IL E     - 1,498,203.98  1,207,838.69   sFT  1.00003214   +0 31 38.3
 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!SPC IL E     -   0.99997302  x   1.00003214  =   1.00000516
 LB2285!UTM  16      -   0.99997302  x   0.99962425  =   0.99959728
 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 (07/19/86)  205.20   (m)          673.2    (f) LEVELING    3  
 LB2285
 LB2285.Superseded values are not recommended for survey control.
 LB2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2285.See file dsdata.txt to determine how the superseded data were derived.
 LB2285
 LB2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5561214198(NAD 83)
 LB2285_MARKER: DD = SURVEY DISK
 LB2285_SETTING: 0 = UNSPECIFIED SETTING
 LB2285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2285
 LB2285  HISTORY     - Date     Condition        Report By
 LB2285  HISTORY     - 1947     MONUMENTED       USGS
 LB2285
 LB2285                          STATION DESCRIPTION
 LB2285
 LB2285'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0862 ***********************************************************************
 LB0862  DESIGNATION -  PTS 1 F
 LB0862  PID         -  LB0862
 LB0862  STATE/COUNTY-  IN/TIPPECANOE
 LB0862  USGS QUAD   -  LAFAYETTE WEST (1987)
 LB0862
 LB0862                         *CURRENT SURVEY CONTROL
 LB0862  ___________________________________________________________________
 LB0862* NAD 83(1986)-  40 25 09.     (N)    086 53 05.     (W)     SCALED    
 LB0862* NAVD 88     -       176.598  (meters)     579.39   (feet)  ADJUSTED  
 LB0862  ___________________________________________________________________
 LB0862  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 LB0862  DYNAMIC HT  -         176.511 (meters)     579.10  (feet)  COMP
 LB0862  MODELED GRAV-     980,129.9   (mgal)                       NAVD 88
 LB0862
 LB0862  VERT ORDER  -  SECOND    CLASS 0
 LB0862
 LB0862.The horizontal coordinates were scaled from a topographic map and have
 LB0862.an estimated accuracy of +/- 6 seconds.
 LB0862
 LB0862.The orthometric height was determined by differential leveling
 LB0862.and adjusted by the National Geodetic Survey in June 1991..
 LB0862
 LB0862.The geoid height was determined by GEOID03.
 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     -   574,080.      916,860.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0862.See file dsdata.txt to determine how the superseded data were derived.
 LB0862
 LB0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK097742(NAD 83)
 LB0862_MARKER: DD = SURVEY DISK
 LB0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0862_STAMPING: PTS 1 F TT 227 1925
 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             NGS
 LB0862
 LB0862                          STATION DESCRIPTION
 LB0862
 LB0862'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB2224 ***********************************************************************
 LB2224  DESIGNATION -  PTS 120
 LB2224  PID         -  LB2224
 LB2224  STATE/COUNTY-  IN/FOUNTAIN
 LB2224  USGS QUAD   -  HILLSBORO (1980)
 LB2224
 LB2224                         *CURRENT SURVEY CONTROL
 LB2224  ___________________________________________________________________
 LB2224* NAD 83(1997)-  40 04 58.25093(N)    087 11 16.95727(W)     ADJUSTED  
 LB2224* NAVD 88     -       214.     (meters)     702.     (feet)  SCALED    
 LB2224  ___________________________________________________________________
 LB2224  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 LB2224  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 LB2224
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2224
 LB2224.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2224.See file dsdata.txt to determine how the superseded data were derived.
 LB2224
 LB2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK8396836969(NAD 83)
 LB2224_MARKER: DD = SURVEY DISK
 LB2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2224_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB0667 ***********************************************************************
 LB0667  DESIGNATION -  PTS 2 F
 LB0667  PID         -  LB0667
 LB0667  STATE/COUNTY-  IN/TIPPECANOE
 LB0667  USGS QUAD   -  LAFAYETTE WEST (1987)
 LB0667
 LB0667                         *CURRENT SURVEY CONTROL
 LB0667  ___________________________________________________________________
 LB0667* NAD 83(1986)-  40 25 27.     (N)    086 54 37.     (W)     SCALED    
 LB0667* NAVD 88     -       187.570  (meters)     615.39   (feet)  ADJUSTED  
 LB0667  ___________________________________________________________________
 LB0667  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 LB0667  DYNAMIC HT  -         187.479 (meters)     615.09  (feet)  COMP
 LB0667  MODELED GRAV-     980,133.4   (mgal)                       NAVD 88
 LB0667
 LB0667  VERT ORDER  -  SECOND    CLASS 0
 LB0667
 LB0667.The horizontal coordinates were scaled from a topographic map and have
 LB0667.an estimated accuracy of +/- 6 seconds.
 LB0667
 LB0667.The orthometric height was determined by differential leveling
 LB0667.and adjusted by the National Geodetic Survey in June 1991..
 LB0667
 LB0667.The geoid height was determined by GEOID03.
 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     -   574,630.      914,690.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0667.See file dsdata.txt to determine how the superseded data were derived.
 LB0667
 LB0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK076748(NAD 83)
 LB0667_MARKER: DD = SURVEY DISK
 LB0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0667_STAMPING: PT STA NO 2 F 1925
 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             NGS
 LB0667
 LB0667                          STATION DESCRIPTION
 LB0667
 LB0667'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0668 ***********************************************************************
 LB0668  DESIGNATION -  PTS 2 F RESET
 LB0668  PID         -  LB0668
 LB0668  STATE/COUNTY-  IN/TIPPECANOE
 LB0668  USGS QUAD   -  LAFAYETTE WEST (1987)
 LB0668
 LB0668                         *CURRENT SURVEY CONTROL
 LB0668  ___________________________________________________________________
 LB0668* NAD 83(1986)-  40 25 27.     (N)    086 54 37.     (W)     SCALED    
 LB0668* NAVD 88     -       187.22   (meters)     614.2    (feet)  RESET     
 LB0668  ___________________________________________________________________
 LB0668  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 LB0668
 LB0668  VERT ORDER  -  THIRD
 LB0668
 LB0668.The horizontal coordinates were scaled from a topographic map and have
 LB0668.an estimated accuracy of +/- 6 seconds.
 LB0668
 LB0668.The orthometric height was computed from unverified reset data.
 LB0668
 LB0668.The geoid height was determined by GEOID03.
 LB0668
 LB0668;                    North         East    Units  Estimated Accuracy
 LB0668;SPC IN W     -   574,630.      914,690.      MT  (+/- 180 meters Scaled)
 LB0668
 LB0668                          SUPERSEDED SURVEY CONTROL
 LB0668
 LB0668.No superseded survey control is available for this station.
 LB0668
 LB0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK076748(NAD 83)
 LB0668_MARKER: DD = SURVEY DISK
 LB0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0668_STAMPING: PTS 2F 1925
 LB0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0668+STABILITY: SURFACE MOTION
 LB0668
 LB0668  HISTORY     - Date     Condition        Report By
 LB0668  HISTORY     - 1963     MONUMENTED       NGS
 LB0668
 LB0668                          STATION DESCRIPTION
 LB0668
 LB0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 LB0668'AT WEST LAFAYETTE.
 LB0668'ABOUT 45 FEET NORTH AND 30 FEET WEST OF THE INTERSECTION OF
 LB0668'STATE AND NORTH GRANT STREETS, 18 FEET NORTH AND 3 FEET WEST OF
 LB0668'THE SOUTHWEST CORNER OF PURDUE UNIVERSITY CAMPUS, SET IN THE
 LB0668'TOP OF A CONCRETE POST.  NOTE- PREVIOUSLY DESIGNATED PTS 2 F (USGS)
 LB0668'RESET 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0309 ***********************************************************************
 ME0309  DESIGNATION -  PTS 4 Y
 ME0309  PID         -  ME0309
 ME0309  STATE/COUNTY-  IN/MARSHALL
 ME0309  USGS QUAD   -  PLYMOUTH (1980)
 ME0309
 ME0309                         *CURRENT SURVEY CONTROL
 ME0309  ___________________________________________________________________
 ME0309* NAD 83(1986)-  41 16 33.     (N)    086 22 19.     (W)     SCALED    
 ME0309* NAVD 88     -       233.663  (meters)     766.61   (feet)  ADJUSTED  
 ME0309  ___________________________________________________________________
 ME0309  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 ME0309  DYNAMIC HT  -         233.565 (meters)     766.29  (feet)  COMP
 ME0309  MODELED GRAV-     980,197.8   (mgal)                       NAVD 88
 ME0309
 ME0309  VERT ORDER  -  SECOND    CLASS 0
 ME0309
 ME0309.The horizontal coordinates were scaled from a topographic map and have
 ME0309.an estimated accuracy of +/- 6 seconds.
 ME0309
 ME0309.The orthometric height was determined by differential leveling
 ME0309.and adjusted by the National Geodetic Survey in June 1991..
 ME0309
 ME0309.The geoid height was determined by GEOID03.
 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     -   669,430.       40,910.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0309.See file dsdata.txt to determine how the superseded data were derived.
 ME0309
 ME0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL526695(NAD 83)
 ME0309_MARKER: DD = SURVEY DISK
 ME0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0309_STAMPING: PTS NO 4 Y IND 1 A 1924
 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             NGS
 ME0309  HISTORY     - 1984     GOOD             USPSQD
 ME0309  HISTORY     - 1988     GOOD             USPSQD
 ME0309
 ME0309                          STATION DESCRIPTION
 ME0309
 ME0309'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1983 ***********************************************************************
 KA1983  DESIGNATION -  PTS 5 USGS 1939
 KA1983  PID         -  KA1983
 KA1983  STATE/COUNTY-  IN/OWEN
 KA1983  USGS QUAD   -  WHITEHALL (1980)
 KA1983
 KA1983                         *CURRENT SURVEY CONTROL
 KA1983  ___________________________________________________________________
 KA1983* NAD 83(1997)-  39 14 45.94762(N)    086 43 34.44354(W)     ADJUSTED  
 KA1983* NAVD 88     -       240.31   (+/-2cm)     788.4    (feet)  VERTCON   
 KA1983  ___________________________________________________________________
 KA1983  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 KA1983  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KA1983
 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.The vertical order pertains to the NGVD 29 superseded value.
 KA1983
 KA1983.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1983
 KA1983.The geoid height was determined by GEOID03.
 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                          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 (07/19/86)  240.43   (m)          788.8    (f) LEVELING    3  
 KA1983
 KA1983.Superseded values are not recommended for survey control.
 KA1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1983.See file dsdata.txt to determine how the superseded data were derived.
 KA1983
 KA1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ2362444122(NAD 83)
 KA1983_MARKER: DD = SURVEY DISK
 KA1983_SETTING: 0 = UNSPECIFIED SETTING
 KA1983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1983
 KA1983  HISTORY     - Date     Condition        Report By
 KA1983  HISTORY     - 1939     MONUMENTED       USGS
 KA1983  HISTORY     - 1947     SEE DESCRIPTION  CGS
 KA1983
 KA1983                          STATION DESCRIPTION
 KA1983
 KA1983'DESCRIBED BY US GEOLOGICAL 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 = OCTOBER  6, 2006
 ME1444 ***********************************************************************
 ME1444  DESIGNATION -  PTS 69 Y
 ME1444  PID         -  ME1444
 ME1444  STATE/COUNTY-  IN/LAKE
 ME1444  USGS QUAD   -  DYER (1990)
 ME1444
 ME1444                         *CURRENT SURVEY CONTROL
 ME1444  ___________________________________________________________________
 ME1444* NAD 83(1986)-  41 29 56.     (N)    087 31 08.     (W)     SCALED    
 ME1444* NAVD 88     -       193.014  (meters)     633.25   (feet)  ADJUSTED  
 ME1444  ___________________________________________________________________
 ME1444  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME1444  DYNAMIC HT  -         192.940 (meters)     633.00  (feet)  COMP
 ME1444  MODELED GRAV-     980,232.1   (mgal)                       NAVD 88
 ME1444
 ME1444  VERT ORDER  -  SECOND    CLASS 0
 ME1444
 ME1444.The horizontal coordinates were scaled from a topographic map and have
 ME1444.an estimated accuracy of +/- 6 seconds.
 ME1444
 ME1444.The orthometric height was determined by differential leveling
 ME1444.and adjusted by the National Geodetic Survey in June 1991..
 ME1444
 ME1444.The geoid height was determined by GEOID03.
 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.      863,630.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1444.See file dsdata.txt to determine how the superseded data were derived.
 ME1444
 ME1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL566942(NAD 83)
 ME1444_MARKER: DB = BENCH MARK DISK
 ME1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1444_STAMPING: P T STA NO 69 Y 1924
 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             NGS
 ME1444  HISTORY     - 1969     GOOD             USGS
 ME1444
 ME1444                          STATION DESCRIPTION
 ME1444
 ME1444'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME2385 ***********************************************************************
 ME2385  DESIGNATION -  PUL L70 ILHC
 ME2385  PID         -  ME2385
 ME2385  STATE/COUNTY-  IN/PULASKI
 ME2385  USGS QUAD   -  NORTH JUDSON SE (1962)
 ME2385
 ME2385                         *CURRENT SURVEY CONTROL
 ME2385  ___________________________________________________________________
 ME2385* NAD 83(1997)-  41 03 23.57060(N)    086 46 38.68059(W)     ADJUSTED  
 ME2385* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 ME2385  ___________________________________________________________________
 ME2385  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 ME2385  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ME2385
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2385
 ME2385.The geoid height was determined by GEOID03.
 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     -   0.99997157  x   0.99997480  =   0.99994638
 ME2385!UTM  16      -   0.99997157  x   0.99960431  =   0.99957590
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2385.See file dsdata.txt to determine how the superseded data were derived.
 ME2385
 ME2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL1870445058(NAD 83)
 ME2385_MARKER: DB = BENCH MARK DISK
 ME2385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2385
 ME2385  HISTORY     - Date     Condition        Report By
 ME2385  HISTORY     - 1948     MONUMENTED       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 = OCTOBER  6, 2006
 LB2616 ***********************************************************************
 LB2616  DESIGNATION -  PULASKI
 LB2616  PID         -  LB2616
 LB2616  STATE/COUNTY-  IN/PULASKI
 LB2616  USGS QUAD   -  STAR CITY (1962)
 LB2616
 LB2616                         *CURRENT SURVEY CONTROL
 LB2616  ___________________________________________________________________
 LB2616* NAD 83(1997)-  40 59 30.19519(N)    086 37 24.27299(W)     ADJUSTED  
 LB2616* NAVD 88     -       211.     (meters)     692.     (feet)  SCALED    
 LB2616  ___________________________________________________________________
 LB2616  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 LB2616  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 LB2616
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2616
 LB2616.The geoid height was determined by GEOID03.
 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;SPC IN E     -   638,079.710    19,496.375   MT  1.00004640   -0 37 39.4
 LB2616;SPC IN E     - 2,093,433.18     63,964.36   sFT  1.00004640   -0 37 39.4
 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     -   0.99997220  x   0.99998509  =   0.99995729
 LB2616!SPC IN E     -   0.99997220  x   1.00004640  =   1.00001860
 LB2616!UTM  16      -   0.99997220  x   0.99961235  =   0.99958456
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2616.See file dsdata.txt to determine how the superseded data were derived.
 LB2616
 LB2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL3167637906(NAD 83)
 LB2616_MARKER: DS = TRIANGULATION STATION DISK
 LB2616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 HZ2352 ***********************************************************************
 HZ2352  DESIGNATION -  PUMPKIN
 HZ2352  PID         -  HZ2352
 HZ2352  STATE/COUNTY-  IN/WASHINGTON
 HZ2352  USGS QUAD   -  LITTLE YORK (1993)
 HZ2352
 HZ2352                         *CURRENT SURVEY CONTROL
 HZ2352  ___________________________________________________________________
 HZ2352* NAD 83(1997)-  38 42 20.69698(N)    085 59 51.18446(W)     ADJUSTED  
 HZ2352* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 HZ2352  ___________________________________________________________________
 HZ2352  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 HZ2352  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 HZ2352
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2352
 HZ2352.The geoid height was determined by GEOID03.
 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     -   0.99995869  x   0.99997686  =   0.99993555
 HZ2352!UTM  16      -   0.99995869  x   0.99969356  =   0.99965226
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2352.See file dsdata.txt to determine how the superseded data were derived.
 HZ2352
 HZ2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH8716384601(NAD 83)
 HZ2352_MARKER: DS = TRIANGULATION STATION DISK
 HZ2352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 LB2612 ***********************************************************************
 LB2612  DESIGNATION -  PURDUE UNIV AIRPORT BEACON
 LB2612  PID         -  LB2612
 LB2612  STATE/COUNTY-  IN/TIPPECANOE
 LB2612  USGS QUAD   -  LAFAYETTE WEST (1987)
 LB2612
 LB2612                         *CURRENT SURVEY CONTROL
 LB2612  ___________________________________________________________________
 LB2612* NAD 83(1997)-  40 25 00.10464(N)    086 55 45.19876(W)     ADJUSTED  
 LB2612* NAVD 88     -                                                        
 LB2612  ___________________________________________________________________
 LB2612  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 LB2612  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 LB2612
 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
 LB2612.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2612
 LB2612.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2612
 LB2612  NAD 83(1986)-  40 25 00.11165(N)    086 55 45.21033(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2612.See file dsdata.txt to determine how the superseded data were derived.
 LB2612
 LB2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0600574010(NAD 83)
 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             CGS
 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 COAST AND 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 = OCTOBER  6, 2006
 DG9306 ***********************************************************************
 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  USGS QUAD   -  LAFAYETTE WEST (1987)
 DG9306
 DG9306                         *CURRENT SURVEY CONTROL
 DG9306  ___________________________________________________________________
 DG9306* NAD 83(CORS)-  40 25 39.66569(N)    086 54 39.75076(W)     ADJUSTED  
 DG9306* NAVD 88     -                                                        
 DG9306  ___________________________________________________________________
 DG9306  EPOCH DATE  -        2002.00
 DG9306  X           -     262,005.243 (meters)                     COMP
 DG9306  Y           -  -4,855,115.216 (meters)                     COMP
 DG9306  Z           -   4,114,363.937 (meters)                     COMP
 DG9306  ELLIP HEIGHT-         175.01  (meters)          (03/??/05) GPS OBS
 DG9306  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 DG9306
 DG9306  HORZ ORDER  -  SPECIAL (CORS)
 DG9306  ELLP ORDER  -  SPECIAL (CORS)
 DG9306
 DG9306.ITRF positions are available for this station.
 DG9306.The coordinates were established by GPS observations
 DG9306.and adjusted by the National Geodetic Survey in March 2005..
 DG9306.The coordinates are valid at the epoch date displayed above.
 DG9306.The epoch date for horizontal control is a decimal equivalence
 DG9306.of Year/Month/Day.
 DG9306
 DG9306
 DG9306.The PID for the CORS L1 Phase Center is DG9307.
 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 geoid height was determined by GEOID03.
 DG9306
 DG9306;                    North         East     Units Scale Factor Converg.
 DG9306;SPC IN W     -   575,019.905   914,619.948   MT  0.99996930   +0 06 42.2
 DG9306;SPC IN W     - 1,886,544.47  3,000,715.61   sFT  0.99996930   +0 06 42.2
 DG9306
 DG9306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9306!SPC IN W     -   0.99997255  x   0.99996930  =   0.99994185
 DG9306
 DG9306                          SUPERSEDED SURVEY CONTROL
 DG9306
 DG9306.No superseded survey control is available for this station.
 DG9306
 DG9306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0754675232(NAD 83)
 DG9306_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9306
 DG9306                          STATION DESCRIPTION
 DG9306
 DG9306'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9306'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9306'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9306'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9306'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9306'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9307 ***********************************************************************
 DG9307  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9307  DESIGNATION -  PURDUE UNIV COOP CORS L1 PHASE CENTER
 DG9307  CORS_ID     -  PRDU
 DG9307  PID         -  DG9307
 DG9307  STATE/COUNTY-  IN/TIPPECANOE
 DG9307  USGS QUAD   -  LAFAYETTE WEST (1987)
 DG9307
 DG9307                         *CURRENT SURVEY CONTROL
 DG9307  ___________________________________________________________________
 DG9307* NAD 83(CORS)-  40 25 39.66577(N)    086 54 39.75070(W)     ADJUSTED  
 DG9307* NAVD 88     -                                                        
 DG9307  ___________________________________________________________________
 DG9307  EPOCH DATE  -        2002.00
 DG9307  X           -     262,005.248 (meters)                     COMP
 DG9307  Y           -  -4,855,115.297 (meters)                     COMP
 DG9307  Z           -   4,114,364.010 (meters)                     COMP
 DG9307  ELLIP HEIGHT-         175.12  (meters)          (03/??/05) GPS OBS
 DG9307  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 DG9307
 DG9307  HORZ ORDER  -  SPECIAL (CORS)
 DG9307  ELLP ORDER  -  SPECIAL (CORS)
 DG9307
 DG9307.ITRF positions are available for this station.
 DG9307.The coordinates were established by GPS observations
 DG9307.and adjusted by the National Geodetic Survey in March 2005..
 DG9307.The coordinates are valid at the epoch date displayed above.
 DG9307.The epoch date for horizontal control is a decimal equivalence
 DG9307.of Year/Month/Day.
 DG9307
 DG9307
 DG9307.The PID for the CORS ARP is DG9306.
 DG9307
 DG9307.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9307
 DG9307.The ellipsoidal height was determined by GPS observations
 DG9307.and is referenced to NAD 83.
 DG9307
 DG9307.The geoid height was determined by GEOID03.
 DG9307
 DG9307;                    North         East     Units Scale Factor Converg.
 DG9307;SPC IN W     -   575,019.907   914,619.950   MT  0.99996930   +0 06 42.2
 DG9307;SPC IN W     - 1,886,544.48  3,000,715.62   sFT  0.99996930   +0 06 42.2
 DG9307
 DG9307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9307!SPC IN W     -   0.99997253  x   0.99996930  =   0.99994183
 DG9307
 DG9307                          SUPERSEDED SURVEY CONTROL
 DG9307
 DG9307.No superseded survey control is available for this station.
 DG9307
 DG9307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0754675232(NAD 83)
 DG9307_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9307
 DG9307                          STATION DESCRIPTION
 DG9307
 DG9307'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9307'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9307'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9307'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9307'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9307'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2598 ***********************************************************************
 LB2598  DESIGNATION -  PURDUE UNIV EDUCAT BLDG SPIRE
 LB2598  PID         -  LB2598
 LB2598  STATE/COUNTY-  IN/TIPPECANOE
 LB2598  USGS QUAD   -  LAFAYETTE WEST (1987)
 LB2598
 LB2598                         *CURRENT SURVEY CONTROL
 LB2598  ___________________________________________________________________
 LB2598* NAD 83(1997)-  40 25 30.66655(N)    086 54 54.33807(W)     ADJUSTED  
 LB2598* NAVD 88     -                                                        
 LB2598  ___________________________________________________________________
 LB2598  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 LB2598  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 LB2598
 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
 LB2598.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2598
 LB2598.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2598
 LB2598  NAD 83(1986)-  40 25 30.67047(N)    086 54 54.34875(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2598.See file dsdata.txt to determine how the superseded data were derived.
 LB2598
 LB2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0720274954(NAD 83)
 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 = OCTOBER  6, 2006
 LB2600 ***********************************************************************
 LB2600  DESIGNATION -  PURDUE UNIV HEATING PLT STK
 LB2600  PID         -  LB2600
 LB2600  STATE/COUNTY-  IN/TIPPECANOE
 LB2600  USGS QUAD   -  LAFAYETTE WEST (1987)
 LB2600
 LB2600                         *CURRENT SURVEY CONTROL
 LB2600  ___________________________________________________________________
 LB2600* NAD 83(1997)-  40 25 38.07210(N)    086 54 48.07406(W)     ADJUSTED  
 LB2600* NAVD 88     -                                                        
 LB2600  ___________________________________________________________________
 LB2600  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 LB2600  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 LB2600
 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
 LB2600.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2600
 LB2600.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB2600
 LB2600  NAD 83(1986)-  40 25 38.07832(N)    086 54 48.08562(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2600.See file dsdata.txt to determine how the superseded data were derived.
 LB2600
 LB2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0735075182(NAD 83)
 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 = OCTOBER  6, 2006
 LB0872 ***********************************************************************
 LB0872  DESIGNATION -  PURDUE UNIV RESET 1959
 LB0872  PID         -  LB0872
 LB0872  STATE/COUNTY-  IN/TIPPECANOE
 LB0872  USGS QUAD   -  LAFAYETTE WEST (1987)
 LB0872
 LB0872                         *CURRENT SURVEY CONTROL
 LB0872  ___________________________________________________________________
 LB0872* NAD 83(1986)-  40 25 43.     (N)    086 54 49.     (W)     SCALED    
 LB0872* NAVD 88     -       189.49   (meters)     621.7    (feet)  RESET     
 LB0872  ___________________________________________________________________
 LB0872  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 LB0872
 LB0872  VERT ORDER  -  THIRD
 LB0872
 LB0872.The horizontal coordinates were scaled from a topographic map and have
 LB0872.an estimated accuracy of +/- 6 seconds.
 LB0872
 LB0872.The orthometric height was computed from unverified reset data.
 LB0872
 LB0872.The geoid height was determined by GEOID03.
 LB0872
 LB0872;                    North         East    Units  Estimated Accuracy
 LB0872;SPC IN W     -   575,120.      914,400.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0872.See file dsdata.txt to determine how the superseded data were derived.
 LB0872
 LB0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK073753(NAD 83)
 LB0872_MARKER: DB = BENCH MARK DISK
 LB0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0872_STAMPING: PURDUE U RESET 1959
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1965
 LB0872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0871 ***********************************************************************
 LB0871  DESIGNATION -  PURDUE UNIVERSITY
 LB0871  PID         -  LB0871
 LB0871  STATE/COUNTY-  IN/TIPPECANOE
 LB0871  USGS QUAD   -  LAFAYETTE WEST (1987)
 LB0871
 LB0871                         *CURRENT SURVEY CONTROL
 LB0871  ___________________________________________________________________
 LB0871* NAD 83(1986)-  40 25 43.     (N)    086 54 49.     (W)     SCALED    
 LB0871* NAVD 88     -       189.417  (meters)     621.45   (feet)  ADJUSTED  
 LB0871  ___________________________________________________________________
 LB0871  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 LB0871  DYNAMIC HT  -         189.324 (meters)     621.14  (feet)  COMP
 LB0871  MODELED GRAV-     980,132.6   (mgal)                       NAVD 88
 LB0871
 LB0871  VERT ORDER  -  SECOND    CLASS 0
 LB0871
 LB0871.The horizontal coordinates were scaled from a topographic map and have
 LB0871.an estimated accuracy of +/- 6 seconds.
 LB0871
 LB0871.The orthometric height was determined by differential leveling
 LB0871.and adjusted by the National Geodetic Survey in June 1991..
 LB0871
 LB0871.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0871.See file dsdata.txt to determine how the superseded data were derived.
 LB0871
 LB0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK073753(NAD 83)
 LB0871_MARKER: DB = BENCH MARK DISK
 LB0871_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0871_SP_SET: CONCRETE
 LB0871_STAMPING: PURDUE UNIV 1934
 LB0871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0871
 LB0871  HISTORY     - Date     Condition        Report By
 LB0871  HISTORY     - 1934     MONUMENTED       CGS
 LB0871  HISTORY     - 1935     GOOD             NGS
 LB0871  HISTORY     - 1959     MARK NOT FOUND   LOCENG
 LB0871
 LB0871                          STATION DESCRIPTION
 LB0871
 LB0871'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0490 ***********************************************************************
 KA0490  DESIGNATION -  PUTN C 1
 KA0490  PID         -  KA0490
 KA0490  STATE/COUNTY-  IN/PUTNAM
 KA0490  USGS QUAD   -  QUINCY (1958)
 KA0490
 KA0490                         *CURRENT SURVEY CONTROL
 KA0490  ___________________________________________________________________
 KA0490* NAD 83(1986)-  39 29 49.     (N)    086 43 35.     (W)     SCALED    
 KA0490* NAVD 88     -       224.252  (meters)     735.73   (feet)  ADJUSTED  
 KA0490  ___________________________________________________________________
 KA0490  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KA0490  DYNAMIC HT  -         224.124 (meters)     735.31  (feet)  COMP
 KA0490  MODELED GRAV-     980,050.0   (mgal)                       NAVD 88
 KA0490
 KA0490  VERT ORDER  -  SECOND    CLASS 0
 KA0490
 KA0490.The horizontal coordinates were scaled from a topographic map and have
 KA0490.an estimated accuracy of +/- 6 seconds.
 KA0490
 KA0490.The orthometric height was determined by differential leveling
 KA0490.and adjusted by the National Geodetic Survey in June 1991..
 KA0490
 KA0490.The geoid height was determined by GEOID03.
 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     -   471,730.      930,700.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0490.See file dsdata.txt to determine how the superseded data were derived.
 KA0490
 KA0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ235719(NAD 83)
 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             NGS
 KA0490
 KA0490                          STATION DESCRIPTION
 KA0490
 KA0490'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0707 ***********************************************************************
 KA0707  DESIGNATION -  PUTN C 3
 KA0707  PID         -  KA0707
 KA0707  STATE/COUNTY-  IN/PUTNAM
 KA0707  USGS QUAD   -  REELSVILLE (1986)
 KA0707
 KA0707                         *CURRENT SURVEY CONTROL
 KA0707  ___________________________________________________________________
 KA0707* NAD 83(1986)-  39 33 20.     (N)    086 55 24.     (W)     SCALED    
 KA0707* NAVD 88     -       191.259  (meters)     627.49   (feet)  ADJUSTED  
 KA0707  ___________________________________________________________________
 KA0707  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KA0707  DYNAMIC HT  -         191.151 (meters)     627.13  (feet)  COMP
 KA0707  MODELED GRAV-     980,055.9   (mgal)                       NAVD 88
 KA0707
 KA0707  VERT ORDER  -  FIRST     CLASS II
 KA0707
 KA0707.The horizontal coordinates were scaled from a topographic map and have
 KA0707.an estimated accuracy of +/- 6 seconds.
 KA0707
 KA0707.The orthometric height was determined by differential leveling
 KA0707.and adjusted by the National Geodetic Survey in June 1991..
 KA0707
 KA0707.The geoid height was determined by GEOID03.
 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     -   478,190.      913,750.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0707.See file dsdata.txt to determine how the superseded data were derived.
 KA0707
 KA0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ065784(NAD 83)
 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             NGS
 KA0707  HISTORY     - 1985     GOOD             NGS
 KA0707
 KA0707                          STATION DESCRIPTION
 KA0707
 KA0707'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0704 ***********************************************************************
 KA0704  DESIGNATION -  PUTN C 4
 KA0704  PID         -  KA0704
 KA0704  STATE/COUNTY-  IN/PUTNAM
 KA0704  USGS QUAD   -  REELSVILLE (1986)
 KA0704
 KA0704                         *CURRENT SURVEY CONTROL
 KA0704  ___________________________________________________________________
 KA0704* NAD 83(1986)-  39 34 09.     (N)    086 52 57.     (W)     SCALED    
 KA0704* NAVD 88     -       224.055  (meters)     735.09   (feet)  ADJUSTED  
 KA0704  ___________________________________________________________________
 KA0704  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KA0704  DYNAMIC HT  -         223.928 (meters)     734.67  (feet)  COMP
 KA0704  MODELED GRAV-     980,054.9   (mgal)                       NAVD 88
 KA0704
 KA0704  VERT ORDER  -  SECOND    CLASS 0
 KA0704
 KA0704.The horizontal coordinates were scaled from a topographic map and have
 KA0704.an estimated accuracy of +/- 6 seconds.
 KA0704
 KA0704.The orthometric height was determined by differential leveling
 KA0704.and adjusted by the National Geodetic Survey in June 1991..
 KA0704
 KA0704.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0704.See file dsdata.txt to determine how the superseded data were derived.
 KA0704
 KA0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ100799(NAD 83)
 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             NGS
 KA0704  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0704
 KA0704                          STATION DESCRIPTION
 KA0704
 KA0704'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0702 ***********************************************************************
 KA0702  DESIGNATION -  PUTN C 7
 KA0702  PID         -  KA0702
 KA0702  STATE/COUNTY-  IN/PUTNAM
 KA0702  USGS QUAD   -  CLOVERDALE (1986)
 KA0702
 KA0702                         *CURRENT SURVEY CONTROL
 KA0702  ___________________________________________________________________
 KA0702* NAD 83(1986)-  39 34 30.     (N)    086 51 40.     (W)     SCALED    
 KA0702* NAVD 88     -       212.599  (meters)     697.50   (feet)  ADJUSTED  
 KA0702  ___________________________________________________________________
 KA0702  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KA0702  DYNAMIC HT  -         212.479 (meters)     697.11  (feet)  COMP
 KA0702  MODELED GRAV-     980,054.1   (mgal)                       NAVD 88
 KA0702
 KA0702  VERT ORDER  -  SECOND    CLASS 0
 KA0702
 KA0702.The horizontal coordinates were scaled from a topographic map and have
 KA0702.an estimated accuracy of +/- 6 seconds.
 KA0702
 KA0702.The orthometric height was determined by differential leveling
 KA0702.and adjusted by the National Geodetic Survey in June 1991..
 KA0702
 KA0702.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0702.See file dsdata.txt to determine how the superseded data were derived.
 KA0702
 KA0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ119805(NAD 83)
 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             NGS
 KA0702  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0702
 KA0702                          STATION DESCRIPTION
 KA0702
 KA0702'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME2320 ***********************************************************************
 ME2320  DESIGNATION -  PUTNAM
 ME2320  PID         -  ME2320
 ME2320  STATE/COUNTY-  IN/MARSHALL
 ME2320  USGS QUAD   -  CULVER (1980)
 ME2320
 ME2320                         *CURRENT SURVEY CONTROL
 ME2320  ___________________________________________________________________
 ME2320* NAD 83(1997)-  41 12 19.89440(N)    086 25 10.06874(W)     ADJUSTED  
 ME2320* NAVD 88     -       225.20   (+/-2cm)     738.8    (feet)  VERTCON   
 ME2320  ___________________________________________________________________
 ME2320  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 ME2320  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ME2320
 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.The vertical order pertains to the NGVD 29 superseded value.
 ME2320
 ME2320.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2320
 ME2320.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  225.31   (m)          739.2    (f) LEVELING    3  
 ME2320
 ME2320.Superseded values are not recommended for survey control.
 ME2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2320.See file dsdata.txt to determine how the superseded data were derived.
 ME2320
 ME2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL4867261735(NAD 83)
 ME2320_MARKER: DS = TRIANGULATION STATION DISK
 ME2320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2320
 ME2320  HISTORY     - Date     Condition        Report By
 ME2320  HISTORY     - 1920     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA2016 ***********************************************************************
 KA2016  DESIGNATION -  PUTNAMVILLE IND STATE FARM STK
 KA2016  PID         -  KA2016
 KA2016  STATE/COUNTY-  IN/PUTNAM
 KA2016  USGS QUAD   -  REELSVILLE (1986)
 KA2016
 KA2016                         *CURRENT SURVEY CONTROL
 KA2016  ___________________________________________________________________
 KA2016* NAD 83(1997)-  39 33 52.67469(N)    086 53 06.18414(W)     ADJUSTED  
 KA2016* NAVD 88     -                                                        
 KA2016  ___________________________________________________________________
 KA2016  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 KA2016  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KA2016
 KA2016  HORZ ORDER  -  THIRD
 KA2016
 KA2016.The horizontal coordinates were established by classical geodetic methods
 KA2016.and adjusted by the National Geodetic Survey in May 1999..
 KA2016
 KA2016
 KA2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2016
 KA2016.The geoid height was determined by GEOID03.
 KA2016
 KA2016;                    North         East     Units Scale Factor Converg.
 KA2016;SPC IN W     -   479,198.905   917,038.560   MT  0.99997024   +0 07 34.7
 KA2016;SPC IN W     - 1,572,171.74  3,008,650.68   sFT  0.99997024   +0 07 34.7
 KA2016;UTM  16      - 4,379,443.741   509,874.030   MT  0.99960120   +0 04 23.6
 KA2016
 KA2016                          SUPERSEDED SURVEY CONTROL
 KA2016
 KA2016  NAD 83(1986)-  39 33 52.67690(N)    086 53 06.17826(W) AD(       ) 4
 KA2016  NAD 27      -  39 33 52.50900(N)    086 53 06.12500(W) AD(       ) 3
 KA2016
 KA2016.Superseded values are not recommended for survey control.
 KA2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2016.See file dsdata.txt to determine how the superseded data were derived.
 KA2016
 KA2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ0987479444(NAD 83)
 KA2016_MARKER: 63 = STACK
 KA2016
 KA2016  HISTORY     - Date     Condition        Report By
 KA2016  HISTORY     - 1939     FIRST OBSERVED   CGS
 KA2016  HISTORY     - 20051230 MARK NOT FOUND   GEOCAC
 KA2016
 KA2016                          STATION DESCRIPTION
 KA2016
 KA2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 KA2016'THIS STATION IS LOCATED APPROXIMATELY 1 MILE W OF PUTNAMVILLE ON U.S.
 KA2016'HIGHWAY 40. IT IS A RED BRICK STACK AT THE POWER PLANT ON THE
 KA2016'INDIANA STATE PENAL FARM, AND IS APPROXIMATELY 90 FEET HIGH. THERE IS
 KA2016'A LARGE WATER TANK JUST N OF THE STATION LETTERED INDIANA STATE
 KA2016'FARM.
 KA2016
 KA2016                          STATION RECOVERY (2005)
 KA2016
 KA2016'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 KA2016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA2043 ***********************************************************************
 KA2043  DESIGNATION -  PUTPORT
 KA2043  PID         -  KA2043
 KA2043  STATE/COUNTY-  IN/PUTNAM
 KA2043  USGS QUAD   -  GREENCASTLE (1986)
 KA2043
 KA2043                         *CURRENT SURVEY CONTROL
 KA2043  ___________________________________________________________________
 KA2043* NAD 83(1997)-  39 37 40.87386(N)    086 48 51.23256(W)     ADJUSTED  
 KA2043* NAVD 88     -       249.1    (meters)     817.     (feet)  VERTCON   
 KA2043  ___________________________________________________________________
 KA2043  X           -     273,383.818 (meters)                     COMP
 KA2043  Y           -  -4,911,716.740 (meters)                     COMP
 KA2043  Z           -   4,046,398.801 (meters)                     COMP
 KA2043  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 KA2043  ELLIP HEIGHT-         216.05  (meters)          (05/25/99) GPS OBS
 KA2043  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KA2043
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2043
 KA2043.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2043
 KA2043.The ellipsoidal height was determined by GPS observations
 KA2043.and is referenced to NAD 83.
 KA2043
 KA2043.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          818.     (f) GPS OBS        
 KA2043
 KA2043.Superseded values are not recommended for survey control.
 KA2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2043.See file dsdata.txt to determine how the superseded data were derived.
 KA2043
 KA2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1594386489(NAD 83)
 KA2043_MARKER: DH = HORIZONTAL CONTROL DISK
 KA2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2043_SP_SET: CONCRETE POST
 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 - 1988
 KA2043
 KA2043  HISTORY     - Date     Condition        Report By
 KA2043  HISTORY     - 1988     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA2044 ***********************************************************************
 KA2044  DESIGNATION -  PUTPORT AZ MK
 KA2044  PID         -  KA2044
 KA2044  STATE/COUNTY-  IN/PUTNAM
 KA2044  USGS QUAD   -  CLOVERDALE (1986)
 KA2044
 KA2044                         *CURRENT SURVEY CONTROL
 KA2044  ___________________________________________________________________
 KA2044* NAD 83(1997)-  39 37 27.63845(N)    086 48 49.78681(W)     ADJUSTED  
 KA2044* NAVD 88     -       246.2    (meters)     808.     (feet)  VERTCON   
 KA2044  ___________________________________________________________________
 KA2044  X           -     273,432.593 (meters)                     COMP
 KA2044  Y           -  -4,911,972.581 (meters)                     COMP
 KA2044  Z           -   4,046,082.580 (meters)                     COMP
 KA2044  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 KA2044  ELLIP HEIGHT-         213.21  (meters)          (05/25/99) GPS OBS
 KA2044  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KA2044
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA2044
 KA2044.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA2044
 KA2044.The ellipsoidal height was determined by GPS observations
 KA2044.and is referenced to NAD 83.
 KA2044
 KA2044.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          808.     (f) GPS OBS        
 KA2044
 KA2044.Superseded values are not recommended for survey control.
 KA2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2044.See file dsdata.txt to determine how the superseded data were derived.
 KA2044
 KA2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ1597886081(NAD 83)
 KA2044_MARKER: DZ = AZIMUTH MARK DISK
 KA2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA2044_SP_SET: CONCRETE POST
 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 - 1988
 KA2044
 KA2044  HISTORY     - Date     Condition        Report By
 KA2044  HISTORY     - 1988     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1834 ***********************************************************************
 JZ1834  DESIGNATION -  Q 1
 JZ1834  PID         -  JZ1834
 JZ1834  STATE/COUNTY-  IN/DECATUR
 JZ1834  USGS QUAD   -  NEW POINT (1993)
 JZ1834
 JZ1834                         *CURRENT SURVEY CONTROL
 JZ1834  ___________________________________________________________________
 JZ1834* NAD 83(1986)-  39 18 32.     (N)    085 19 53.     (W)     SCALED    
 JZ1834* NAVD 88     -       301.430  (meters)     988.94   (feet)  ADJUSTED  
 JZ1834  ___________________________________________________________________
 JZ1834  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ1834  DYNAMIC HT  -         301.241 (meters)     988.32  (feet)  COMP
 JZ1834  MODELED GRAV-     979,992.7   (mgal)                       NAVD 88
 JZ1834
 JZ1834  VERT ORDER  -  FIRST     CLASS II
 JZ1834
 JZ1834.The horizontal coordinates were scaled from a topographic map and have
 JZ1834.an estimated accuracy of +/- 6 seconds.
 JZ1834
 JZ1834.The orthometric height was determined by differential leveling
 JZ1834.and adjusted by the National Geodetic Survey in June 1991..
 JZ1834.WARNING-Repeat measurements at this control monument indicate possible
 JZ1834.vertical movement.
 JZ1834
 JZ1834.The geoid height was determined by GEOID03.
 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     -   450,840.      128,920.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1834.See file dsdata.txt to determine how the superseded data were derived.
 JZ1834
 JZ1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ438523(NAD 83)
 JZ1834_MARKER: DB = BENCH MARK DISK
 JZ1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1834_SP_SET: CONCRETE POST
 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     - UNK      MONUMENTED       CGS
 JZ1834  HISTORY     - 1947     GOOD             NGS
 JZ1834  HISTORY     - 1986     GOOD             NGS
 JZ1834
 JZ1834                          STATION DESCRIPTION
 JZ1834
 JZ1834'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0047 ***********************************************************************
 JA0047  DESIGNATION -  Q 10
 JA0047  PID         -  JA0047
 JA0047  STATE/COUNTY-  IN/LAWRENCE
 JA0047  USGS QUAD   -  MITCHELL (1980)
 JA0047
 JA0047                         *CURRENT SURVEY CONTROL
 JA0047  ___________________________________________________________________
 JA0047* NAD 83(1986)-  38 43 59.     (N)    086 28 00.     (W)     SCALED    
 JA0047* NAVD 88     -       206.776  (meters)     678.40   (feet)  ADJUSTED  
 JA0047  ___________________________________________________________________
 JA0047  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JA0047  DYNAMIC HT  -         206.642 (meters)     677.96  (feet)  COMP
 JA0047  MODELED GRAV-     979,974.8   (mgal)                       NAVD 88
 JA0047
 JA0047  VERT ORDER  -  FIRST     CLASS II
 JA0047
 JA0047.The horizontal coordinates were scaled from a topographic map and have
 JA0047.an estimated accuracy of +/- 6 seconds.
 JA0047
 JA0047.The orthometric height was determined by differential leveling
 JA0047.and adjusted by the National Geodetic Survey in June 1991..
 JA0047
 JA0047.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0047.See file dsdata.txt to determine how the superseded data were derived.
 JA0047
 JA0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH463872(NAD 83)
 JA0047_MARKER: DB = BENCH MARK DISK
 JA0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0047_STAMPING: Q 10 1930 678.768
 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             NGS
 JA0047  HISTORY     - 1967     GOOD             NGS
 JA0047
 JA0047                          STATION DESCRIPTION
 JA0047
 JA0047'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1967
 JA0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1583 ***********************************************************************
 LB1583  DESIGNATION -  Q 100
 LB1583  PID         -  LB1583
 LB1583  STATE/COUNTY-  IN/WARREN
 LB1583  USGS QUAD   -  WEST LEBANON (1980)
 LB1583
 LB1583                         *CURRENT SURVEY CONTROL
 LB1583  ___________________________________________________________________
 LB1583* NAD 83(1986)-  40 16 40.     (N)    087 28 34.     (W)     SCALED    
 LB1583* NAVD 88     -       219.321  (meters)     719.56   (feet)  ADJUSTED  
 LB1583  ___________________________________________________________________
 LB1583  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LB1583  DYNAMIC HT  -         219.211 (meters)     719.19  (feet)  COMP
 LB1583  MODELED GRAV-     980,117.3   (mgal)                       NAVD 88
 LB1583
 LB1583  VERT ORDER  -  SECOND    CLASS 0
 LB1583
 LB1583.The horizontal coordinates were scaled from a topographic map and have
 LB1583.an estimated accuracy of +/- 6 seconds.
 LB1583
 LB1583.The orthometric height was determined by differential leveling
 LB1583.and adjusted by the National Geodetic Survey in June 1991..
 LB1583
 LB1583.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1583.See file dsdata.txt to determine how the superseded data were derived.
 LB1583
 LB1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK595586(NAD 83)
 LB1583_MARKER: DB = BENCH MARK DISK
 LB1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1583_STAMPING: Q 100 1946
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1961
 LB1583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0956 ***********************************************************************
 KA0956  DESIGNATION -  Q 101
 KA0956  PID         -  KA0956
 KA0956  STATE/COUNTY-  IN/PARKE
 KA0956  USGS QUAD   -  ROCKVILLE (1978)
 KA0956
 KA0956                         *CURRENT SURVEY CONTROL
 KA0956  ___________________________________________________________________
 KA0956* NAD 83(1986)-  39 50 56.     (N)    087 14 08.     (W)     SCALED    
 KA0956* NAVD 88     -       199.263  (meters)     653.75   (feet)  ADJUSTED  
 KA0956  ___________________________________________________________________
 KA0956  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KA0956  DYNAMIC HT  -         199.152 (meters)     653.38  (feet)  COMP
 KA0956  MODELED GRAV-     980,063.6   (mgal)                       NAVD 88
 KA0956
 KA0956  VERT ORDER  -  SECOND    CLASS 0
 KA0956
 KA0956.The horizontal coordinates were scaled from a topographic map and have
 KA0956.an estimated accuracy of +/- 6 seconds.
 KA0956
 KA0956.The orthometric height was determined by differential leveling
 KA0956.and adjusted by the National Geodetic Survey in June 1991..
 KA0956
 KA0956.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0956.See file dsdata.txt to determine how the superseded data were derived.
 KA0956
 KA0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK798110(NAD 83)
 KA0956_MARKER: DB = BENCH MARK DISK
 KA0956_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0956_SP_SET: CULVERT
 KA0956_STAMPING: Q 101 1946
 KA0956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1776 ***********************************************************************
 LB1776  DESIGNATION -  Q 102
 LB1776  PID         -  LB1776
 LB1776  STATE/COUNTY-  IN/FOUNTAIN
 LB1776  USGS QUAD   -  HILLSBORO (1980)
 LB1776
 LB1776                         *CURRENT SURVEY CONTROL
 LB1776  ___________________________________________________________________
 LB1776* NAD 83(1986)-  40 06 43.     (N)    087 14 59.     (W)     SCALED    
 LB1776* NAVD 88     -       181.832  (meters)     596.56   (feet)  ADJUSTED  
 LB1776  ___________________________________________________________________
 LB1776  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LB1776  DYNAMIC HT  -         181.737 (meters)     596.25  (feet)  COMP
 LB1776  MODELED GRAV-     980,100.2   (mgal)                       NAVD 88
 LB1776
 LB1776  VERT ORDER  -  SECOND    CLASS 0
 LB1776
 LB1776.The horizontal coordinates were scaled from a topographic map and have
 LB1776.an estimated accuracy of +/- 6 seconds.
 LB1776
 LB1776.The orthometric height was determined by differential leveling
 LB1776.and adjusted by the National Geodetic Survey in June 1991..
 LB1776
 LB1776.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1776.See file dsdata.txt to determine how the superseded data were derived.
 LB1776
 LB1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK787402(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1776
 LB1776  HISTORY     - Date     Condition        Report By
 LB1776  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0988 ***********************************************************************
 KA0988  DESIGNATION -  Q 103
 KA0988  PID         -  KA0988
 KA0988  STATE/COUNTY-  IN/FOUNTAIN
 KA0988  USGS QUAD   -  KINGMAN (1978)
 KA0988
 KA0988                         *CURRENT SURVEY CONTROL
 KA0988  ___________________________________________________________________
 KA0988* NAD 83(1986)-  39 57 35.     (N)    087 19 42.     (W)     SCALED    
 KA0988* NAVD 88     -       192.696  (meters)     632.20   (feet)  ADJUSTED  
 KA0988  ___________________________________________________________________
 KA0988  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KA0988  DYNAMIC HT  -         192.593 (meters)     631.87  (feet)  COMP
 KA0988  MODELED GRAV-     980,085.5   (mgal)                       NAVD 88
 KA0988
 KA0988  VERT ORDER  -  SECOND    CLASS 0
 KA0988
 KA0988.The horizontal coordinates were scaled from a topographic map and have
 KA0988.an estimated accuracy of +/- 6 seconds.
 KA0988
 KA0988.The orthometric height was determined by differential leveling
 KA0988.and adjusted by the National Geodetic Survey in June 1991..
 KA0988
 KA0988.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0988.See file dsdata.txt to determine how the superseded data were derived.
 KA0988
 KA0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK719233(NAD 83)
 KA0988_MARKER: DB = BENCH MARK DISK
 KA0988_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0988_SP_SET: CULVERT
 KA0988_STAMPING: Q 103 1946
 KA0988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA1067 ***********************************************************************
 KA1067  DESIGNATION -  Q 104
 KA1067  PID         -  KA1067
 KA1067  STATE/COUNTY-  IN/MONTGOMERY
 KA1067  USGS QUAD   -  ALAMO (1980)
 KA1067
 KA1067                         *CURRENT SURVEY CONTROL
 KA1067  ___________________________________________________________________
 KA1067* NAD 83(1986)-  39 58 26.     (N)    087 04 00.     (W)     SCALED    
 KA1067* NAVD 88     -       241.279  (meters)     791.60   (feet)  ADJUSTED  
 KA1067  ___________________________________________________________________
 KA1067  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KA1067  DYNAMIC HT  -         241.147 (meters)     791.16  (feet)  COMP
 KA1067  MODELED GRAV-     980,075.8   (mgal)                       NAVD 88
 KA1067
 KA1067  VERT ORDER  -  SECOND    CLASS 0
 KA1067
 KA1067.The horizontal coordinates were scaled from a topographic map and have
 KA1067.an estimated accuracy of +/- 6 seconds.
 KA1067
 KA1067.The orthometric height was determined by differential leveling
 KA1067.and adjusted by the National Geodetic Survey in June 1991..
 KA1067
 KA1067.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1067.See file dsdata.txt to determine how the superseded data were derived.
 KA1067
 KA1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK943248(NAD 83)
 KA1067_MARKER: DB = BENCH MARK DISK
 KA1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1067_STAMPING: Q 104 1946
 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 = OCTOBER  6, 2006
 ME1374 ***********************************************************************
 ME1374  DESIGNATION -  Q 105
 ME1374  PID         -  ME1374
 ME1374  STATE/COUNTY-  IN/NEWTON
 ME1374  USGS QUAD   -  FAIR OAKS (1980)
 ME1374
 ME1374                         *CURRENT SURVEY CONTROL
 ME1374  ___________________________________________________________________
 ME1374* NAD 83(1986)-  41 01 39.     (N)    087 20 00.     (W)     SCALED    
 ME1374* NAVD 88     -       205.719  (meters)     674.93   (feet)  ADJUSTED  
 ME1374  ___________________________________________________________________
 ME1374  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 ME1374  DYNAMIC HT  -         205.631 (meters)     674.64  (feet)  COMP
 ME1374  MODELED GRAV-     980,189.2   (mgal)                       NAVD 88
 ME1374
 ME1374  VERT ORDER  -  SECOND    CLASS 0
 ME1374
 ME1374.The horizontal coordinates were scaled from a topographic map and have
 ME1374.an estimated accuracy of +/- 6 seconds.
 ME1374
 ME1374.The orthometric height was determined by differential leveling
 ME1374.and adjusted by the National Geodetic Survey in June 1991..
 ME1374
 ME1374.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1374.See file dsdata.txt to determine how the superseded data were derived.
 ME1374
 ME1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL719418(NAD 83)
 ME1374_MARKER: DB = BENCH MARK DISK
 ME1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1374_SP_SET: 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             NGS
 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 NATIONAL GEODETIC SURVEY 1968
 ME1374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1307 ***********************************************************************
 LB1307  DESIGNATION -  Q 106
 LB1307  PID         -  LB1307
 LB1307  STATE/COUNTY-  IN/NEWTON
 LB1307  USGS QUAD   -  MOUNT AYR (1980)
 LB1307
 LB1307                         *CURRENT SURVEY CONTROL
 LB1307  ___________________________________________________________________
 LB1307* NAD 83(1986)-  40 52 51.     (N)    087 18 23.     (W)     SCALED    
 LB1307* NAVD 88     -       199.073  (meters)     653.13   (feet)  ADJUSTED  
 LB1307  ___________________________________________________________________
 LB1307  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LB1307  DYNAMIC HT  -         198.986 (meters)     652.84  (feet)  COMP
 LB1307  MODELED GRAV-     980,182.6   (mgal)                       NAVD 88
 LB1307
 LB1307  VERT ORDER  -  SECOND    CLASS 0
 LB1307
 LB1307.The horizontal coordinates were scaled from a topographic map and have
 LB1307.an estimated accuracy of +/- 6 seconds.
 LB1307
 LB1307.The orthometric height was determined by differential leveling
 LB1307.and adjusted by the National Geodetic Survey in June 1991..
 LB1307
 LB1307.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1307.See file dsdata.txt to determine how the superseded data were derived.
 LB1307
 LB1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL741255(NAD 83)
 LB1307_MARKER: DB = BENCH MARK DISK
 LB1307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1307_SP_SET: BRIDGE
 LB1307_STAMPING: Q 106 1946
 LB1307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1307
 LB1307  HISTORY     - Date     Condition        Report By
 LB1307  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1088 ***********************************************************************
 LB1088  DESIGNATION -  Q 107
 LB1088  PID         -  LB1088
 LB1088  STATE/COUNTY-  IN/WHITE
 LB1088  USGS QUAD   -  MONON (1980)
 LB1088
 LB1088                         *CURRENT SURVEY CONTROL
 LB1088  ___________________________________________________________________
 LB1088* NAD 83(1986)-  40 52 04.     (N)    086 55 14.     (W)     SCALED    
 LB1088* NAVD 88     -       206.813  (meters)     678.52   (feet)  ADJUSTED  
 LB1088  ___________________________________________________________________
 LB1088  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 LB1088  DYNAMIC HT  -         206.720 (meters)     678.21  (feet)  COMP
 LB1088  MODELED GRAV-     980,172.0   (mgal)                       NAVD 88
 LB1088
 LB1088  VERT ORDER  -  SECOND    CLASS 0
 LB1088
 LB1088.The horizontal coordinates were scaled from a topographic map and have
 LB1088.an estimated accuracy of +/- 6 seconds.
 LB1088
 LB1088.The orthometric height was determined by differential leveling
 LB1088.and adjusted by the National Geodetic Survey in June 1991..
 LB1088
 LB1088.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1088.See file dsdata.txt to determine how the superseded data were derived.
 LB1088
 LB1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL066240(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1088
 LB1088  HISTORY     - Date     Condition        Report By
 LB1088  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3586 ***********************************************************************
 AI3586  DESIGNATION -  Q 108 RESET
 AI3586  PID         -  AI3586
 AI3586  STATE/COUNTY-  IN/JASPER
 AI3586  USGS QUAD   -  PARR (1980)
 AI3586
 AI3586                         *CURRENT SURVEY CONTROL
 AI3586  ___________________________________________________________________
 AI3586* NAD 83(1986)-  41 00 27.     (N)    087 09 05.     (W)     SCALED    
 AI3586* NAVD 88     -       203.74   (meters)     668.4    (feet)  RESET     
 AI3586  ___________________________________________________________________
 AI3586  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 AI3586
 AI3586  VERT ORDER  -  THIRD
 AI3586
 AI3586.The horizontal coordinates were scaled from a topographic map and have
 AI3586.an estimated accuracy of +/- 6 seconds.
 AI3586
 AI3586.The orthometric height was computed from unverified reset data.
 AI3586.No vertical observational check was made to the station.
 AI3586
 AI3586.The geoid height was determined by GEOID03.
 AI3586
 AI3586;                    North         East    Units  Estimated Accuracy
 AI3586;SPC IN W     -   639,390.      894,280.      MT  (+/- 180 meters Scaled)
 AI3586
 AI3586                          SUPERSEDED SURVEY CONTROL
 AI3586
 AI3586.No superseded survey control is available for this station.
 AI3586
 AI3586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL872396(NAD 83)
 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
 AI3586  HISTORY     - Date     Condition        Report By
 AI3586  HISTORY     - 1996     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1431 ***********************************************************************
 ME1431  DESIGNATION -  Q 108 RESET 1961
 ME1431  PID         -  ME1431
 ME1431  STATE/COUNTY-  IN/JASPER
 ME1431  USGS QUAD   -  PARR (1980)
 ME1431
 ME1431                         *CURRENT SURVEY CONTROL
 ME1431  ___________________________________________________________________
 ME1431* NAD 83(1986)-  41 00 27.     (N)    087 09 05.     (W)     SCALED    
 ME1431* NAVD 88     -       203.14   (meters)     666.5    (feet)  RESET     
 ME1431  ___________________________________________________________________
 ME1431  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 ME1431
 ME1431  VERT ORDER  -  THIRD
 ME1431
 ME1431.The horizontal coordinates were scaled from a topographic map and have
 ME1431.an estimated accuracy of +/- 6 seconds.
 ME1431
 ME1431.The orthometric height was computed from unverified reset data.
 ME1431
 ME1431.The geoid height was determined by GEOID03.
 ME1431
 ME1431;                    North         East    Units  Estimated Accuracy
 ME1431;SPC IN W     -   639,390.      894,280.      MT  (+/- 180 meters Scaled)
 ME1431
 ME1431                          SUPERSEDED SURVEY CONTROL
 ME1431
 ME1431.No superseded survey control is available for this station.
 ME1431
 ME1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL872396(NAD 83)
 ME1431_MARKER: DB = BENCH MARK DISK
 ME1431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1431_SP_SET: SIDEWALK
 ME1431_STAMPING: Q 108 RESET 1961
 ME1431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1431
 ME1431  HISTORY     - Date     Condition        Report By
 ME1431  HISTORY     - 1961     MONUMENTED       INHD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1452 ***********************************************************************
 LB1452  DESIGNATION -  Q 109
 LB1452  PID         -  LB1452
 LB1452  STATE/COUNTY-  IN/NEWTON
 LB1452  USGS QUAD   -  GOODLAND (1976)
 LB1452
 LB1452                         *CURRENT SURVEY CONTROL
 LB1452  ___________________________________________________________________
 LB1452* NAD 83(1986)-  40 45 56.     (N)    087 20 37.     (W)     SCALED    
 LB1452* NAVD 88     -       210.088  (meters)     689.26   (feet)  ADJUSTED  
 LB1452  ___________________________________________________________________
 LB1452  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 LB1452  DYNAMIC HT  -         209.992 (meters)     688.95  (feet)  COMP
 LB1452  MODELED GRAV-     980,163.2   (mgal)                       NAVD 88
 LB1452
 LB1452  VERT ORDER  -  SECOND    CLASS 0
 LB1452
 LB1452.The horizontal coordinates were scaled from a topographic map and have
 LB1452.an estimated accuracy of +/- 6 seconds.
 LB1452
 LB1452.The orthometric height was determined by differential leveling
 LB1452.and adjusted by the National Geodetic Survey in June 1991..
 LB1452
 LB1452.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1452.See file dsdata.txt to determine how the superseded data were derived.
 LB1452
 LB1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL710127(NAD 83)
 LB1452_MARKER: DB = BENCH MARK DISK
 LB1452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1452_SP_SET: CULVERT
 LB1452_STAMPING: Q 109 1946
 LB1452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1452
 LB1452  HISTORY     - Date     Condition        Report By
 LB1452  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1428 ***********************************************************************
 ME1428  DESIGNATION -  Q 110
 ME1428  PID         -  ME1428
 ME1428  STATE/COUNTY-  IN/JASPER
 ME1428  USGS QUAD   -  GIFFORD (1962)
 ME1428
 ME1428                         *CURRENT SURVEY CONTROL
 ME1428  ___________________________________________________________________
 ME1428* NAD 83(1986)-  41 01 38.     (N)    087 03 03.     (W)     SCALED    
 ME1428* NAVD 88     -       208.014  (meters)     682.46   (feet)  ADJUSTED  
 ME1428  ___________________________________________________________________
 ME1428  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 ME1428  DYNAMIC HT  -         207.923 (meters)     682.16  (feet)  COMP
 ME1428  MODELED GRAV-     980,184.7   (mgal)                       NAVD 88
 ME1428
 ME1428  VERT ORDER  -  SECOND    CLASS 0
 ME1428
 ME1428.The horizontal coordinates were scaled from a topographic map and have
 ME1428.an estimated accuracy of +/- 6 seconds.
 ME1428
 ME1428.The orthometric height was determined by differential leveling
 ME1428.and adjusted by the National Geodetic Survey in June 1991..
 ME1428
 ME1428.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1428.See file dsdata.txt to determine how the superseded data were derived.
 ME1428
 ME1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL957417(NAD 83)
 ME1428_MARKER: DB = BENCH MARK DISK
 ME1428_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1428_SP_SET: CULVERT
 ME1428_STAMPING: Q 110 1946
 ME1428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1428
 ME1428  HISTORY     - Date     Condition        Report By
 ME1428  HISTORY     - 1946     MONUMENTED       CGS
 ME1428  HISTORY     - 20050830 MARK NOT FOUND   BUTLER
 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 AND SEUFERT INC 2005 (JRC)
 ME1428'THE CULVERT HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0907 ***********************************************************************
 LB0907  DESIGNATION -  Q 111 RESET 1961
 LB0907  PID         -  LB0907
 LB0907  STATE/COUNTY-  IN/MONTGOMERY
 LB0907  USGS QUAD   -  DARLINGTON (1980)
 LB0907
 LB0907                         *CURRENT SURVEY CONTROL
 LB0907  ___________________________________________________________________
 LB0907* NAD 83(1986)-  40 02 48.     (N)    086 49 44.     (W)     SCALED    
 LB0907* NAVD 88     -       247.83   (meters)     813.1    (feet)  RESET     
 LB0907  ___________________________________________________________________
 LB0907  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 LB0907
 LB0907  VERT ORDER  -  THIRD
 LB0907
 LB0907.The horizontal coordinates were scaled from a topographic map and have
 LB0907.an estimated accuracy of +/- 6 seconds.
 LB0907
 LB0907.The orthometric height was computed from unverified reset data.
 LB0907
 LB0907.The geoid height was determined by GEOID03.
 LB0907
 LB0907;                    North         East    Units  Estimated Accuracy
 LB0907;SPC IN W     -   532,730.      921,710.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0907.See file dsdata.txt to determine how the superseded data were derived.
 LB0907
 LB0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK145329(NAD 83)
 LB0907_MARKER: DB = BENCH MARK DISK
 LB0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0907_STAMPING: Q 111 RESET 1961
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0616 ***********************************************************************
 LB0616  DESIGNATION -  Q 112
 LB0616  PID         -  LB0616
 LB0616  STATE/COUNTY-  IN/BOONE
 LB0616  USGS QUAD   -  LEBANON (1979)
 LB0616
 LB0616                         *CURRENT SURVEY CONTROL
 LB0616  ___________________________________________________________________
 LB0616* NAD 83(1986)-  40 02 21.     (N)    086 24 45.     (W)     SCALED    
 LB0616* NAVD 88     -       291.062  (meters)     954.93   (feet)  ADJUSTED  
 LB0616  ___________________________________________________________________
 LB0616  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 LB0616  DYNAMIC HT  -         290.900 (meters)     954.39  (feet)  COMP
 LB0616  MODELED GRAV-     980,063.2   (mgal)                       NAVD 88
 LB0616
 LB0616  VERT ORDER  -  SECOND    CLASS 0
 LB0616
 LB0616.The horizontal coordinates were scaled from a topographic map and have
 LB0616.an estimated accuracy of +/- 6 seconds.
 LB0616
 LB0616.The orthometric height was determined by differential leveling
 LB0616.and adjusted by the National Geodetic Survey in June 1991..
 LB0616
 LB0616.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0616.See file dsdata.txt to determine how the superseded data were derived.
 LB0616
 LB0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK501322(NAD 83)
 LB0616_MARKER: DB = BENCH MARK DISK
 LB0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0616_STAMPING: Q 112 1946
 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 = OCTOBER  6, 2006
 LB0856 ***********************************************************************
 LB0856  DESIGNATION -  Q 113
 LB0856  PID         -  LB0856
 LB0856  STATE/COUNTY-  IN/BOONE
 LB0856  USGS QUAD   -  THORNTOWN (1991)
 LB0856
 LB0856                         *CURRENT SURVEY CONTROL
 LB0856  ___________________________________________________________________
 LB0856* NAD 83(1986)-  40 07 37.     (N)    086 34 38.     (W)     SCALED    
 LB0856* NAVD 88     -       263.497  (meters)     864.49   (feet)  ADJUSTED  
 LB0856  ___________________________________________________________________
 LB0856  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 LB0856  DYNAMIC HT  -         263.354 (meters)     864.02  (feet)  COMP
 LB0856  MODELED GRAV-     980,077.1   (mgal)                       NAVD 88
 LB0856
 LB0856  VERT ORDER  -  SECOND    CLASS 0
 LB0856
 LB0856.The horizontal coordinates were scaled from a topographic map and have
 LB0856.an estimated accuracy of +/- 6 seconds.
 LB0856
 LB0856.The orthometric height was determined by differential leveling
 LB0856.and adjusted by the National Geodetic Survey in June 1991..
 LB0856
 LB0856.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0856.See file dsdata.txt to determine how the superseded data were derived.
 LB0856
 LB0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK360419(NAD 83)
 LB0856_MARKER: DB = BENCH MARK DISK
 LB0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0856_STAMPING: Q 113 1946
 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 = OCTOBER  6, 2006
 LB0914 ***********************************************************************
 LB0914  DESIGNATION -  Q 114
 LB0914  PID         -  LB0914
 LB0914  STATE/COUNTY-  IN/CLINTON
 LB0914  USGS QUAD   -  FRANKFORT (1991)
 LB0914
 LB0914                         *CURRENT SURVEY CONTROL
 LB0914  ___________________________________________________________________
 LB0914* NAD 83(1986)-  40 15 00.     (N)    086 30 39.     (W)     SCALED    
 LB0914* NAVD 88     -       264.465  (meters)     867.67   (feet)  ADJUSTED  
 LB0914  ___________________________________________________________________
 LB0914  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 LB0914  DYNAMIC HT  -         264.325 (meters)     867.21  (feet)  COMP
 LB0914  MODELED GRAV-     980,090.4   (mgal)                       NAVD 88
 LB0914
 LB0914  VERT ORDER  -  SECOND    CLASS 0
 LB0914
 LB0914.The horizontal coordinates were scaled from a topographic map and have
 LB0914.an estimated accuracy of +/- 6 seconds.
 LB0914
 LB0914.The orthometric height was determined by differential leveling
 LB0914.and adjusted by the National Geodetic Survey in June 1991..
 LB0914
 LB0914.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0914.See file dsdata.txt to determine how the superseded data were derived.
 LB0914
 LB0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK416556(NAD 83)
 LB0914_MARKER: DB = BENCH MARK DISK
 LB0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0914_STAMPING: Q 114 1946
 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 = OCTOBER  6, 2006
 LB0093 ***********************************************************************
 LB0093  DESIGNATION -  Q 115
 LB0093  PID         -  LB0093
 LB0093  STATE/COUNTY-  IN/CARROLL
 LB0093  USGS QUAD   -  DEER CREEK (1962)
 LB0093
 LB0093                         *CURRENT SURVEY CONTROL
 LB0093  ___________________________________________________________________
 LB0093* NAD 83(1986)-  40 36 50.     (N)    086 23 01.     (W)     SCALED    
 LB0093* NAVD 88     -       214.134  (meters)     702.54   (feet)  ADJUSTED  
 LB0093  ___________________________________________________________________
 LB0093  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 LB0093  DYNAMIC HT  -         214.028 (meters)     702.19  (feet)  COMP
 LB0093  MODELED GRAV-     980,125.6   (mgal)                       NAVD 88
 LB0093
 LB0093  VERT ORDER  -  SECOND    CLASS 0
 LB0093
 LB0093.The horizontal coordinates were scaled from a topographic map and have
 LB0093.an estimated accuracy of +/- 6 seconds.
 LB0093
 LB0093.The orthometric height was determined by differential leveling
 LB0093.and adjusted by the National Geodetic Survey in June 1991..
 LB0093
 LB0093.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0093.See file dsdata.txt to determine how the superseded data were derived.
 LB0093
 LB0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK521960(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0003 ***********************************************************************
 LB0003  DESIGNATION -  Q 116
 LB0003  PID         -  LB0003
 LB0003  STATE/COUNTY-  IN/CARROLL
 LB0003  USGS QUAD   -  DEER CREEK (1962)
 LB0003
 LB0003                         *CURRENT SURVEY CONTROL
 LB0003  ___________________________________________________________________
 LB0003* NAD 83(1986)-  40 31 56.     (N)    086 23 31.     (W)     SCALED    
 LB0003* NAVD 88     -       234.292  (meters)     768.67   (feet)  ADJUSTED  
 LB0003  ___________________________________________________________________
 LB0003  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 LB0003  DYNAMIC HT  -         234.173 (meters)     768.28  (feet)  COMP
 LB0003  MODELED GRAV-     980,114.1   (mgal)                       NAVD 88
 LB0003
 LB0003  VERT ORDER  -  SECOND    CLASS 0
 LB0003
 LB0003.The horizontal coordinates were scaled from a topographic map and have
 LB0003.an estimated accuracy of +/- 6 seconds.
 LB0003
 LB0003.The orthometric height was determined by differential leveling
 LB0003.and adjusted by the National Geodetic Survey in June 1991..
 LB0003
 LB0003.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0003.See file dsdata.txt to determine how the superseded data were derived.
 LB0003
 LB0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK514870(NAD 83)
 LB0003_MARKER: DB = BENCH MARK DISK
 LB0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0003_STAMPING: Q 116 1946
 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 = OCTOBER  6, 2006
 LB0450 ***********************************************************************
 LB0450  DESIGNATION -  Q 117
 LB0450  PID         -  LB0450
 LB0450  STATE/COUNTY-  IN/CLINTON
 LB0450  USGS QUAD   -  BURLINGTON (1984)
 LB0450
 LB0450                         *CURRENT SURVEY CONTROL
 LB0450  ___________________________________________________________________
 LB0450* NAD 83(1986)-  40 23 15.     (N)    086 27 07.     (W)     SCALED    
 LB0450* NAVD 88     -       257.846  (meters)     845.95   (feet)  ADJUSTED  
 LB0450  ___________________________________________________________________
 LB0450  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 LB0450  DYNAMIC HT  -         257.712 (meters)     845.51  (feet)  COMP
 LB0450  MODELED GRAV-     980,099.5   (mgal)                       NAVD 88
 LB0450
 LB0450  VERT ORDER  -  SECOND    CLASS 0
 LB0450
 LB0450.The horizontal coordinates were scaled from a topographic map and have
 LB0450.an estimated accuracy of +/- 6 seconds.
 LB0450
 LB0450.The orthometric height was determined by differential leveling
 LB0450.and adjusted by the National Geodetic Survey in June 1991..
 LB0450
 LB0450.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0450.See file dsdata.txt to determine how the superseded data were derived.
 LB0450
 LB0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK465709(NAD 83)
 LB0450_MARKER: DB = BENCH MARK DISK
 LB0450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0450_SP_SET: CULVERT HEADWALL
 LB0450_STAMPING: Q 117 1946
 LB0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0960 ***********************************************************************
 LB0960  DESIGNATION -  Q 118
 LB0960  PID         -  LB0960
 LB0960  STATE/COUNTY-  IN/CARROLL
 LB0960  USGS QUAD   -  FLORA (1986)
 LB0960
 LB0960                         *CURRENT SURVEY CONTROL
 LB0960  ___________________________________________________________________
 LB0960* NAD 83(1986)-  40 35 28.     (N)    086 32 03.     (W)     SCALED    
 LB0960* NAVD 88     -       207.074  (meters)     679.38   (feet)  ADJUSTED  
 LB0960  ___________________________________________________________________
 LB0960  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 LB0960  DYNAMIC HT  -         206.973 (meters)     679.04  (feet)  COMP
 LB0960  MODELED GRAV-     980,130.7   (mgal)                       NAVD 88
 LB0960
 LB0960  VERT ORDER  -  SECOND    CLASS 0
 LB0960
 LB0960.The horizontal coordinates were scaled from a topographic map and have
 LB0960.an estimated accuracy of +/- 6 seconds.
 LB0960
 LB0960.The orthometric height was determined by differential leveling
 LB0960.and adjusted by the National Geodetic Survey in June 1991..
 LB0960
 LB0960.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0960.See file dsdata.txt to determine how the superseded data were derived.
 LB0960
 LB0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK394934(NAD 83)
 LB0960_MARKER: DB = BENCH MARK DISK
 LB0960_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0960_SP_SET: BOX CULVERT HEADWALL
 LB0960_STAMPING: Q 118 1946
 LB0960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0975 ***********************************************************************
 LB0975  DESIGNATION -  Q 119
 LB0975  PID         -  LB0975
 LB0975  STATE/COUNTY-  IN/CARROLL
 LB0975  USGS QUAD   -  DELPHI (1979)
 LB0975
 LB0975                         *CURRENT SURVEY CONTROL
 LB0975  ___________________________________________________________________
 LB0975* NAD 83(1986)-  40 34 14.     (N)    086 39 38.     (W)     SCALED    
 LB0975* NAVD 88     -       192.002  (meters)     629.93   (feet)  ADJUSTED  
 LB0975  ___________________________________________________________________
 LB0975  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 LB0975  DYNAMIC HT  -         191.908 (meters)     629.62  (feet)  COMP
 LB0975  MODELED GRAV-     980,133.3   (mgal)                       NAVD 88
 LB0975
 LB0975  VERT ORDER  -  SECOND    CLASS 0
 LB0975
 LB0975.The horizontal coordinates were scaled from a topographic map and have
 LB0975.an estimated accuracy of +/- 6 seconds.
 LB0975
 LB0975.The orthometric height was determined by differential leveling
 LB0975.and adjusted by the National Geodetic Survey in June 1991..
 LB0975
 LB0975.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0975.See file dsdata.txt to determine how the superseded data were derived.
 LB0975
 LB0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK287911(NAD 83)
 LB0975_MARKER: DB = BENCH MARK DISK
 LB0975_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0975_SP_SET: BRIDGE
 LB0975_STAMPING: Q 119 1946
 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   BUTLER
 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 AND SEUFERT INC 2004 (JRC)
 LB0975'BRIDGE HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0338 ***********************************************************************
 KA0338  DESIGNATION -  Q 12
 KA0338  PID         -  KA0338
 KA0338  STATE/COUNTY-  IN/GREENE
 KA0338  USGS QUAD   -  BLOOMFIELD (1980)
 KA0338
 KA0338                         *CURRENT SURVEY CONTROL
 KA0338  ___________________________________________________________________
 KA0338* NAD 83(1986)-  39 00 31.     (N)    086 58 16.     (W)     SCALED    
 KA0338* NAVD 88     -       152.244  (meters)     499.49   (feet)  ADJUSTED  
 KA0338  ___________________________________________________________________
 KA0338  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KA0338  DYNAMIC HT  -         152.150 (meters)     499.18  (feet)  COMP
 KA0338  MODELED GRAV-     980,012.5   (mgal)                       NAVD 88
 KA0338
 KA0338  VERT ORDER  -  FIRST     CLASS II
 KA0338
 KA0338.The horizontal coordinates were scaled from a topographic map and have
 KA0338.an estimated accuracy of +/- 6 seconds.
 KA0338
 KA0338.The orthometric height was determined by differential leveling
 KA0338.and adjusted by the National Geodetic Survey in June 1991..
 KA0338
 KA0338.The geoid height was determined by GEOID03.
 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     -   417,460.      909,720.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0338.See file dsdata.txt to determine how the superseded data were derived.
 KA0338
 KA0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ025177(NAD 83)
 KA0338_MARKER: DB = BENCH MARK DISK
 KA0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0338_STAMPING: 499.930 Q 12 1930
 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             NGS
 KA0338  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0338
 KA0338                          STATION DESCRIPTION
 KA0338
 KA0338'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0701 ***********************************************************************
 LB0701  DESIGNATION -  Q 120
 LB0701  PID         -  LB0701
 LB0701  STATE/COUNTY-  IN/TIPPECANOE
 LB0701  USGS QUAD   -  PYRMONT (1961)
 LB0701
 LB0701                         *CURRENT SURVEY CONTROL
 LB0701  ___________________________________________________________________
 LB0701* NAD 83(1986)-  40 28 30.     (N)    086 42 48.     (W)     SCALED    
 LB0701* NAVD 88     -       204.958  (meters)     672.43   (feet)  ADJUSTED  
 LB0701  ___________________________________________________________________
 LB0701  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 LB0701  DYNAMIC HT  -         204.856 (meters)     672.10  (feet)  COMP
 LB0701  MODELED GRAV-     980,125.9   (mgal)                       NAVD 88
 LB0701
 LB0701  VERT ORDER  -  SECOND    CLASS 0
 LB0701
 LB0701.The horizontal coordinates were scaled from a topographic map and have
 LB0701.an estimated accuracy of +/- 6 seconds.
 LB0701
 LB0701.The orthometric height was determined by differential leveling
 LB0701.and adjusted by the National Geodetic Survey in June 1991..
 LB0701
 LB0701.The geoid height was determined by GEOID03.
 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     -   580,330.      931,380.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0701.See file dsdata.txt to determine how the superseded data were derived.
 LB0701
 LB0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK242805(NAD 83)
 LB0701_MARKER: DB = BENCH MARK DISK
 LB0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0701_STAMPING: Q 120 1946
 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 - May 20, 2003
 LB0701
 LB0701  HISTORY     - Date     Condition        Report By
 LB0701  HISTORY     - 1946     MONUMENTED       CGS
 LB0701  HISTORY     - 20030520 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0661 ***********************************************************************
 KA0661  DESIGNATION -  Q 121
 KA0661  PID         -  KA0661
 KA0661  STATE/COUNTY-  IN/PUTNAM
 KA0661  USGS QUAD   -  GREENCASTLE (1986)
 KA0661
 KA0661                         *CURRENT SURVEY CONTROL
 KA0661  ___________________________________________________________________
 KA0661* NAD 83(1986)-  39 40 23.     (N)    086 46 41.     (W)     SCALED    
 KA0661* NAVD 88     -       253.259  (meters)     830.90   (feet)  POSTED    
 KA0661  ___________________________________________________________________
 KA0661  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KA0661  DYNAMIC HT  -         253.120 (meters)     830.44  (feet)  COMP
 KA0661  MODELED GRAV-     980,055.5   (mgal)                       NAVD 88
 KA0661
 KA0661  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KA0661
 KA0661.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KA0661.rate of 1.1 thru 2.0 mm/km.
 KA0661
 KA0661.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0661.See file dsdata.txt to determine how the superseded data were derived.
 KA0661
 KA0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ190914(NAD 83)
 KA0661_MARKER: DB = BENCH MARK DISK
 KA0661_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0661_SP_SET: PIER
 KA0661_STAMPING: Q 121 1946
 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 = OCTOBER  6, 2006
 LB1112 ***********************************************************************
 LB1112  DESIGNATION -  Q 123
 LB1112  PID         -  LB1112
 LB1112  STATE/COUNTY-  IN/WHITE
 LB1112  USGS QUAD   -  BROOKSTON SW (1980)
 LB1112
 LB1112                         *CURRENT SURVEY CONTROL
 LB1112  ___________________________________________________________________
 LB1112* NAD 83(1997)-  40 36 18.03369(N)    086 55 33.33808(W)     ADJUSTED  
 LB1112* NAVD 88     -       216.132  (meters)     709.09   (feet)  ADJUSTED  
 LB1112  ___________________________________________________________________
 LB1112  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 LB1112  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 LB1112  DYNAMIC HT  -         216.028 (meters)     708.75  (feet)  COMP
 LB1112  MODELED GRAV-     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
 LB1112.and adjusted by the National Geodetic Survey in June 1991..
 LB1112
 LB1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB1112
 LB1112.The geoid height was determined by GEOID03.
 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;                    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     -   0.99997138  x   0.99996885  =   0.99994023
 LB1112!UTM  16      -   0.99997138  x   0.99960048  =   0.99957187
 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
 LB1112.Superseded values are not recommended for survey control.
 LB1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1112.See file dsdata.txt to determine how the superseded data were derived.
 LB1112
 LB1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0626794913(NAD 83)
 LB1112_MARKER: DB = BENCH MARK DISK
 LB1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1112_STAMPING: Q 123 1946
 LB1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1112+STABILITY: SURFACE MOTION
 LB1112
 LB1112  HISTORY     - Date     Condition        Report By
 LB1112  HISTORY     - 1946     MONUMENTED       CGS
 LB1112  HISTORY     - 1948     GOOD             CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1217 ***********************************************************************
 LB1217  DESIGNATION -  Q 124
 LB1217  PID         -  LB1217
 LB1217  STATE/COUNTY-  IN/BENTON
 LB1217  USGS QUAD   -  MOUNT GILBOA (1962)
 LB1217
 LB1217                         *CURRENT SURVEY CONTROL
 LB1217  ___________________________________________________________________
 LB1217* NAD 83(1986)-  40 38 58.     (N)    087 09 34.     (W)     SCALED    
 LB1217* NAVD 88     -       226.172  (meters)     742.03   (feet)  ADJUSTED  
 LB1217  ___________________________________________________________________
 LB1217  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 LB1217  DYNAMIC HT  -         226.064 (meters)     741.68  (feet)  COMP
 LB1217  MODELED GRAV-     980,139.0   (mgal)                       NAVD 88
 LB1217
 LB1217  VERT ORDER  -  SECOND    CLASS 0
 LB1217
 LB1217.The horizontal coordinates were scaled from a topographic map and have
 LB1217.an estimated accuracy of +/- 6 seconds.
 LB1217
 LB1217.The orthometric height was determined by differential leveling
 LB1217.and adjusted by the National Geodetic Survey in June 1991..
 LB1217
 LB1217.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1217.See file dsdata.txt to determine how the superseded data were derived.
 LB1217
 LB1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK865998(NAD 83)
 LB1217_MARKER: DB = BENCH MARK DISK
 LB1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1217_STAMPING: Q 124 1946
 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 = OCTOBER  6, 2006
 LB1181 ***********************************************************************
 LB1181  DESIGNATION -  Q 125
 LB1181  PID         -  LB1181
 LB1181  STATE/COUNTY-  IN/WHITE
 LB1181  USGS QUAD   -  MONTICELLO SOUTH (1987)
 LB1181
 LB1181                         *CURRENT SURVEY CONTROL
 LB1181  ___________________________________________________________________
 LB1181* NAD 83(1986)-  40 41 05.     (N)    086 52 16.     (W)     SCALED    
 LB1181* NAVD 88     -       212.085  (meters)     695.82   (feet)  ADJUSTED  
 LB1181  ___________________________________________________________________
 LB1181  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 LB1181  DYNAMIC HT  -         211.985 (meters)     695.49  (feet)  COMP
 LB1181  MODELED GRAV-     980,150.5   (mgal)                       NAVD 88
 LB1181
 LB1181  VERT ORDER  -  SECOND    CLASS 0
 LB1181
 LB1181.The horizontal coordinates were scaled from a topographic map and have
 LB1181.an estimated accuracy of +/- 6 seconds.
 LB1181
 LB1181.The orthometric height was determined by differential leveling
 LB1181.and adjusted by the National Geodetic Survey in June 1991..
 LB1181
 LB1181.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1181.See file dsdata.txt to determine how the superseded data were derived.
 LB1181
 LB1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL108037(NAD 83)
 LB1181_MARKER: DB = BENCH MARK DISK
 LB1181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1181_SP_SET: FENCE POST
 LB1181_STAMPING: Q 125 1946
 LB1181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1181
 LB1181  HISTORY     - Date     Condition        Report By
 LB1181  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1063 ***********************************************************************
 LB1063  DESIGNATION -  Q 126
 LB1063  PID         -  LB1063
 LB1063  STATE/COUNTY-  IN/WHITE
 LB1063  USGS QUAD   -  IDAVILLE (1977)
 LB1063
 LB1063                         *CURRENT SURVEY CONTROL
 LB1063  ___________________________________________________________________
 LB1063* NAD 83(1986)-  40 52 07.     (N)    086 39 26.     (W)     SCALED    
 LB1063* NAVD 88     -       212.270  (meters)     696.42   (feet)  ADJUSTED  
 LB1063  ___________________________________________________________________
 LB1063  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 LB1063  DYNAMIC HT  -         212.175 (meters)     696.11  (feet)  COMP
 LB1063  MODELED GRAV-     980,171.7   (mgal)                       NAVD 88
 LB1063
 LB1063  VERT ORDER  -  SECOND    CLASS 0
 LB1063
 LB1063.The horizontal coordinates were scaled from a topographic map and have
 LB1063.an estimated accuracy of +/- 6 seconds.
 LB1063
 LB1063.The orthometric height was determined by differential leveling
 LB1063.and adjusted by the National Geodetic Survey in June 1991..
 LB1063
 LB1063.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1063.See file dsdata.txt to determine how the superseded data were derived.
 LB1063
 LB1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL288242(NAD 83)
 LB1063_MARKER: DB = BENCH MARK DISK
 LB1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1063_STAMPING: Q 126 1946
 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 = OCTOBER  6, 2006
 LB1119 ***********************************************************************
 LB1119  DESIGNATION -  Q 127
 LB1119  PID         -  LB1119
 LB1119  STATE/COUNTY-  IN/WHITE
 LB1119  USGS QUAD   -  IDAVILLE (1977)
 LB1119
 LB1119                         *CURRENT SURVEY CONTROL
 LB1119  ___________________________________________________________________
 LB1119* NAD 83(1986)-  40 46 51.     (N)    086 44 43.     (W)     SCALED    
 LB1119* NAVD 88     -       198.478  (meters)     651.17   (feet)  ADJUSTED  
 LB1119  ___________________________________________________________________
 LB1119  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 LB1119  DYNAMIC HT  -         198.387 (meters)     650.87  (feet)  COMP
 LB1119  MODELED GRAV-     980,160.2   (mgal)                       NAVD 88
 LB1119
 LB1119  VERT ORDER  -  SECOND    CLASS 0
 LB1119
 LB1119.The horizontal coordinates were scaled from a topographic map and have
 LB1119.an estimated accuracy of +/- 6 seconds.
 LB1119
 LB1119.The orthometric height was determined by differential leveling
 LB1119.and adjusted by the National Geodetic Survey in June 1991..
 LB1119
 LB1119.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1119.See file dsdata.txt to determine how the superseded data were derived.
 LB1119
 LB1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL214144(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0236 ***********************************************************************
 LB0236  DESIGNATION -  Q 128
 LB0236  PID         -  LB0236
 LB0236  STATE/COUNTY-  IN/CASS
 LB0236  USGS QUAD   -  LUCERNE (1986)
 LB0236
 LB0236                         *CURRENT SURVEY CONTROL
 LB0236  ___________________________________________________________________
 LB0236* NAD 83(1986)-  40 45 51.     (N)    086 29 14.     (W)     SCALED    
 LB0236* NAVD 88     -       210.423  (meters)     690.36   (feet)  ADJUSTED  
 LB0236  ___________________________________________________________________
 LB0236  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 LB0236  DYNAMIC HT  -         210.325 (meters)     690.04  (feet)  COMP
 LB0236  MODELED GRAV-     980,152.6   (mgal)                       NAVD 88
 LB0236
 LB0236  VERT ORDER  -  SECOND    CLASS 0
 LB0236
 LB0236.The horizontal coordinates were scaled from a topographic map and have
 LB0236.an estimated accuracy of +/- 6 seconds.
 LB0236
 LB0236.The orthometric height was determined by differential leveling
 LB0236.and adjusted by the National Geodetic Survey in June 1991..
 LB0236
 LB0236.The geoid height was determined by GEOID03.
 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     -   612,690.       30,720.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0236.See file dsdata.txt to determine how the superseded data were derived.
 LB0236
 LB0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL432127(NAD 83)
 LB0236_MARKER: DB = BENCH MARK DISK
 LB0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0236_SP_SET: BRIDGE ABUTMENT
 LB0236_STAMPING: Q 128 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1147 ***********************************************************************
 LB1147  DESIGNATION -  Q 129
 LB1147  PID         -  LB1147
 LB1147  STATE/COUNTY-  IN/PULASKI
 LB1147  USGS QUAD   -  BUFFALO (1979)
 LB1147
 LB1147                         *CURRENT SURVEY CONTROL
 LB1147  ___________________________________________________________________
 LB1147* NAD 83(1986)-  40 58 38.     (N)    086 43 39.     (W)     SCALED    
 LB1147* NAVD 88     -       211.266  (meters)     693.13   (feet)  ADJUSTED  
 LB1147  ___________________________________________________________________
 LB1147  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 LB1147  DYNAMIC HT  -         211.174 (meters)     692.83  (feet)  COMP
 LB1147  MODELED GRAV-     980,183.9   (mgal)                       NAVD 88
 LB1147
 LB1147  VERT ORDER  -  SECOND    CLASS 0
 LB1147
 LB1147.The horizontal coordinates were scaled from a topographic map and have
 LB1147.an estimated accuracy of +/- 6 seconds.
 LB1147
 LB1147.The orthometric height was determined by differential leveling
 LB1147.and adjusted by the National Geodetic Survey in June 1991..
 LB1147
 LB1147.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1147.See file dsdata.txt to determine how the superseded data were derived.
 LB1147
 LB1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL229362(NAD 83)
 LB1147_MARKER: DB = BENCH MARK DISK
 LB1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1147_STAMPING: Q 129 1946
 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 = OCTOBER  6, 2006
 LB1157 ***********************************************************************
 LB1157  DESIGNATION -  Q 130
 LB1157  PID         -  LB1157
 LB1157  STATE/COUNTY-  IN/PULASKI
 LB1157  USGS QUAD   -  STAR CITY (1962)
 LB1157
 LB1157                         *CURRENT SURVEY CONTROL
 LB1157  ___________________________________________________________________
 LB1157* NAD 83(1986)-  40 58 22.     (N)    086 33 23.     (W)     SCALED    
 LB1157* NAVD 88     -       219.132  (meters)     718.94   (feet)  ADJUSTED  
 LB1157  ___________________________________________________________________
 LB1157  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 LB1157  DYNAMIC HT  -         219.037 (meters)     718.62  (feet)  COMP
 LB1157  MODELED GRAV-     980,184.0   (mgal)                       NAVD 88
 LB1157
 LB1157  VERT ORDER  -  SECOND    CLASS 0
 LB1157
 LB1157.The horizontal coordinates were scaled from a topographic map and have
 LB1157.an estimated accuracy of +/- 6 seconds.
 LB1157
 LB1157.The orthometric height was determined by differential leveling
 LB1157.and adjusted by the National Geodetic Survey in June 1991..
 LB1157
 LB1157.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1157.See file dsdata.txt to determine how the superseded data were derived.
 LB1157
 LB1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL373358(NAD 83)
 LB1157_MARKER: DB = BENCH MARK DISK
 LB1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1157_STAMPING: Q 130 1946
 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 = OCTOBER  6, 2006
 ME0729 ***********************************************************************
 ME0729  DESIGNATION -  Q 131
 ME0729  PID         -  ME0729
 ME0729  STATE/COUNTY-  IN/PULASKI
 ME0729  USGS QUAD   -  WINAMAC (1980)
 ME0729
 ME0729                         *CURRENT SURVEY CONTROL
 ME0729  ___________________________________________________________________
 ME0729* NAD 83(1986)-  41 05 03.     (N)    086 36 13.     (W)     SCALED    
 ME0729* NAVD 88     -       214.083  (meters)     702.37   (feet)  ADJUSTED  
 ME0729  ___________________________________________________________________
 ME0729  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 ME0729  DYNAMIC HT  -         213.992 (meters)     702.07  (feet)  COMP
 ME0729  MODELED GRAV-     980,194.5   (mgal)                       NAVD 88
 ME0729
 ME0729  VERT ORDER  -  SECOND    CLASS 0
 ME0729
 ME0729.The horizontal coordinates were scaled from a topographic map and have
 ME0729.an estimated accuracy of +/- 6 seconds.
 ME0729
 ME0729.The orthometric height was determined by differential leveling
 ME0729.and adjusted by the National Geodetic Survey in June 1991..
 ME0729
 ME0729.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0729.See file dsdata.txt to determine how the superseded data were derived.
 ME0729
 ME0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL332481(NAD 83)
 ME0729_MARKER: DB = BENCH MARK DISK
 ME0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0729_STAMPING: Q 131 1946
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1969
 ME0729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0642 ***********************************************************************
 ME0642  DESIGNATION -  Q 132
 ME0642  PID         -  ME0642
 ME0642  STATE/COUNTY-  IN/STARKE
 ME0642  USGS QUAD   -  DENHAM (1962)
 ME0642
 ME0642                         *CURRENT SURVEY CONTROL
 ME0642  ___________________________________________________________________
 ME0642* NAD 83(1986)-  41 12 54.     (N)    086 40 44.     (W)     SCALED    
 ME0642* NAVD 88     -       215.010  (meters)     705.41   (feet)  ADJUSTED  
 ME0642  ___________________________________________________________________
 ME0642  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 ME0642  DYNAMIC HT  -         214.919 (meters)     705.11  (feet)  COMP
 ME0642  MODELED GRAV-     980,198.7   (mgal)                       NAVD 88
 ME0642
 ME0642  VERT ORDER  -  SECOND    CLASS 0
 ME0642
 ME0642.The horizontal coordinates were scaled from a topographic map and have
 ME0642.an estimated accuracy of +/- 6 seconds.
 ME0642
 ME0642.The orthometric height was determined by differential leveling
 ME0642.and adjusted by the National Geodetic Survey in June 1991..
 ME0642
 ME0642.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0642.See file dsdata.txt to determine how the superseded data were derived.
 ME0642
 ME0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL269626(NAD 83)
 ME0642_MARKER: DB = BENCH MARK DISK
 ME0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0642_STAMPING: Q 132 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0633 ***********************************************************************
 ME0633  DESIGNATION -  Q 133
 ME0633  PID         -  ME0633
 ME0633  STATE/COUNTY-  IN/STARKE
 ME0633  USGS QUAD   -  KNOX EAST (1969)
 ME0633
 ME0633                         *CURRENT SURVEY CONTROL
 ME0633  ___________________________________________________________________
 ME0633* NAD 83(1986)-  41 17 55.     (N)    086 31 28.     (W)     SCALED    
 ME0633* NAVD 88     -       220.290  (meters)     722.73   (feet)  ADJUSTED  
 ME0633  ___________________________________________________________________
 ME0633  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 ME0633  DYNAMIC HT  -         220.199 (meters)     722.44  (feet)  COMP
 ME0633  MODELED GRAV-     980,207.6   (mgal)                       NAVD 88
 ME0633
 ME0633  VERT ORDER  -  SECOND    CLASS 0
 ME0633
 ME0633.The horizontal coordinates were scaled from a topographic map and have
 ME0633.an estimated accuracy of +/- 6 seconds.
 ME0633
 ME0633.The orthometric height was determined by differential leveling
 ME0633.and adjusted by the National Geodetic Survey in June 1991..
 ME0633
 ME0633.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0633.See file dsdata.txt to determine how the superseded data were derived.
 ME0633
 ME0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL398720(NAD 83)
 ME0633_MARKER: DB = BENCH MARK DISK
 ME0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0633_STAMPING: Q 133 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1272 ***********************************************************************
 MD1272  DESIGNATION -  Q 134
 MD1272  PID         -  MD1272
 MD1272  STATE/COUNTY-  IN/KOSCIUSKO
 MD1272  USGS QUAD   -  WARSAW (1994)
 MD1272
 MD1272                         *CURRENT SURVEY CONTROL
 MD1272  ___________________________________________________________________
 MD1272* NAD 83(1986)-  41 07 49.     (N)    085 52 11.     (W)     SCALED    
 MD1272* NAVD 88     -       265.054  (meters)     869.60   (feet)  ADJUSTED  
 MD1272  ___________________________________________________________________
 MD1272  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MD1272  DYNAMIC HT  -         264.938 (meters)     869.22  (feet)  COMP
 MD1272  MODELED GRAV-     980,180.9   (mgal)                       NAVD 88
 MD1272
 MD1272  VERT ORDER  -  SECOND    CLASS 0
 MD1272
 MD1272.The horizontal coordinates were scaled from a topographic map and have
 MD1272.an estimated accuracy of +/- 6 seconds.
 MD1272
 MD1272.The orthometric height was determined by differential leveling
 MD1272.and adjusted by the National Geodetic Survey in June 1991..
 MD1272
 MD1272.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1272.See file dsdata.txt to determine how the superseded data were derived.
 MD1272
 MD1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL948538(NAD 83)
 MD1272_MARKER: DB = BENCH MARK DISK
 MD1272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1272_SP_SET: BRIDGE
 MD1272_STAMPING: Q 134 1946
 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 = OCTOBER  6, 2006
 MD1119 ***********************************************************************
 MD1119  DESIGNATION -  Q 135
 MD1119  PID         -  MD1119
 MD1119  STATE/COUNTY-  IN/WABASH
 MD1119  USGS QUAD   -  NORTH MANCHESTER NORTH (1994)
 MD1119
 MD1119                         *CURRENT SURVEY CONTROL
 MD1119  ___________________________________________________________________
 MD1119* NAD 83(1986)-  41 00 01.     (N)    085 46 06.     (W)     SCALED    
 MD1119* NAVD 88     -       235.566  (meters)     772.85   (feet)  ADJUSTED  
 MD1119  ___________________________________________________________________
 MD1119  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 MD1119  DYNAMIC HT  -         235.459 (meters)     772.50  (feet)  COMP
 MD1119  MODELED GRAV-     980,161.1   (mgal)                       NAVD 88
 MD1119
 MD1119  VERT ORDER  -  SECOND    CLASS 0
 MD1119
 MD1119.The horizontal coordinates were scaled from a topographic map and have
 MD1119.an estimated accuracy of +/- 6 seconds.
 MD1119
 MD1119.The orthometric height was determined by differential leveling
 MD1119.and adjusted by the National Geodetic Survey in June 1991..
 MD1119
 MD1119.The geoid height was determined by GEOID03.
 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     -   638,590.       91,450.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1119.See file dsdata.txt to determine how the superseded data were derived.
 MD1119
 MD1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL035395(NAD 83)
 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
 MD1119  HISTORY     - Date     Condition        Report By
 MD1119  HISTORY     - 1946     MONUMENTED       CGS
 MD1119  HISTORY     - 196807   GOOD             CGS
 MD1119  HISTORY     - 1990     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1169 ***********************************************************************
 ME1169  DESIGNATION -  Q 136
 ME1169  PID         -  ME1169
 ME1169  STATE/COUNTY-  IN/LAKE
 ME1169  USGS QUAD   -  LEROY (1992)
 ME1169
 ME1169                         *CURRENT SURVEY CONTROL
 ME1169  ___________________________________________________________________
 ME1169* NAD 83(1986)-  41 20 00.     (N)    087 21 17.     (W)     SCALED    
 ME1169* NAVD 88     -       221.412  (meters)     726.42   (feet)  ADJUSTED  
 ME1169  ___________________________________________________________________
 ME1169  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ME1169  DYNAMIC HT  -         221.320 (meters)     726.11  (feet)  COMP
 ME1169  MODELED GRAV-     980,204.1   (mgal)                       NAVD 88
 ME1169
 ME1169  VERT ORDER  -  SECOND    CLASS 0
 ME1169
 ME1169.The horizontal coordinates were scaled from a topographic map and have
 ME1169.an estimated accuracy of +/- 6 seconds.
 ME1169
 ME1169.The orthometric height was determined by differential leveling
 ME1169.and adjusted by the National Geodetic Survey in June 1991..
 ME1169
 ME1169.The geoid height was determined by GEOID03.
 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     -   675,610.      877,280.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1169.See file dsdata.txt to determine how the superseded data were derived.
 ME1169
 ME1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL703758(NAD 83)
 ME1169_MARKER: DB = BENCH MARK DISK
 ME1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1169_STAMPING: Q 136 1946
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 ME0973 ***********************************************************************
 ME0973  DESIGNATION -  Q 137
 ME0973  PID         -  ME0973
 ME0973  STATE/COUNTY-  IN/LAKE
 ME0973  USGS QUAD   -  GARY (1991)
 ME0973
 ME0973                         *CURRENT SURVEY CONTROL
 ME0973  ___________________________________________________________________
 ME0973* NAD 83(1986)-  41 31 58.     (N)    087 15 17.     (W)     SCALED    
 ME0973* NAVD 88     -       189.506  (meters)     621.74   (feet)  ADJUSTED  
 ME0973  ___________________________________________________________________
 ME0973  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME0973  DYNAMIC HT  -         189.433 (meters)     621.50  (feet)  COMP
 ME0973  MODELED GRAV-     980,236.6   (mgal)                       NAVD 88
 ME0973
 ME0973  VERT ORDER  -  FIRST     CLASS II
 ME0973
 ME0973.The horizontal coordinates were scaled from a topographic map and have
 ME0973.an estimated accuracy of +/- 6 seconds.
 ME0973
 ME0973.The orthometric height was determined by differential leveling
 ME0973.and adjusted by the National Geodetic Survey in June 1991..
 ME0973
 ME0973.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0973.See file dsdata.txt to determine how the superseded data were derived.
 ME0973
 ME0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL787979(NAD 83)
 ME0973_MARKER: DB = BENCH MARK DISK
 ME0973_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0973_SP_SET: FOUNDATION
 ME0973_STAMPING: Q 137 1946
 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 = OCTOBER  6, 2006
 ME0974 ***********************************************************************
 ME0974  DESIGNATION -  Q 137 RESET
 ME0974  PID         -  ME0974
 ME0974  STATE/COUNTY-  IN/LAKE
 ME0974  USGS QUAD   -  GARY (1991)
 ME0974
 ME0974                         *CURRENT SURVEY CONTROL
 ME0974  ___________________________________________________________________
 ME0974* NAD 83(1986)-  41 31 58.     (N)    087 15 17.     (W)     SCALED    
 ME0974* NAVD 88     -       189.303  (meters)     621.07   (feet)  ADJUSTED  
 ME0974  ___________________________________________________________________
 ME0974  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME0974  DYNAMIC HT  -         189.231 (meters)     620.84  (feet)  COMP
 ME0974  MODELED GRAV-     980,236.6   (mgal)                       NAVD 88
 ME0974
 ME0974  VERT ORDER  -  FIRST     CLASS I
 ME0974
 ME0974.The horizontal coordinates were scaled from a topographic map and have
 ME0974.an estimated accuracy of +/- 6 seconds.
 ME0974
 ME0974.The orthometric height was determined by differential leveling
 ME0974.and adjusted by the National Geodetic Survey in June 1991..
 ME0974
 ME0974.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0974
 ME0974  NGVD 29 (01/19/93)  189.397  (m)          621.38   (f) ADJUSTED    1 1
 ME0974
 ME0974.Superseded values are not recommended for survey control.
 ME0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0974.See file dsdata.txt to determine how the superseded data were derived.
 ME0974
 ME0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL787979(NAD 83)
 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 - September 06, 1992
 ME0974
 ME0974  HISTORY     - Date     Condition        Report By
 ME0974  HISTORY     - 1965     MONUMENTED       CGS
 ME0974  HISTORY     - 1968     GOOD             NGS
 ME0974  HISTORY     - 19920906 GOOD             NGS
 ME0974
 ME0974                          STATION DESCRIPTION
 ME0974
 ME0974'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1235 ***********************************************************************
 ME1235  DESIGNATION -  Q 138 1946
 ME1235  PID         -  ME1235
 ME1235  STATE/COUNTY-  IN/LAKE
 ME1235  USGS QUAD   -  CROWN POINT (1992)
 ME1235
 ME1235                         *CURRENT SURVEY CONTROL
 ME1235  ___________________________________________________________________
 ME1235* NAD 83(1986)-  41 23 01.     (N)    087 16 32.     (W)     SCALED    
 ME1235* NAVD 88     -       210.271  (meters)     689.86   (feet)  ADJUSTED  
 ME1235  ___________________________________________________________________
 ME1235  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 ME1235  DYNAMIC HT  -         210.185 (meters)     689.58  (feet)  COMP
 ME1235  MODELED GRAV-     980,209.3   (mgal)                       NAVD 88
 ME1235
 ME1235  VERT ORDER  -  SECOND    CLASS 0
 ME1235
 ME1235.The horizontal coordinates were scaled from a topographic map and have
 ME1235.an estimated accuracy of +/- 6 seconds.
 ME1235
 ME1235.The orthometric height was determined by differential leveling
 ME1235.and adjusted by the National Geodetic Survey in June 1991..
 ME1235
 ME1235.The geoid height was determined by GEOID03.
 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     -   681,180.      883,920.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1235.See file dsdata.txt to determine how the superseded data were derived.
 ME1235
 ME1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL769813(NAD 83)
 ME1235_MARKER: DB = BENCH MARK DISK
 ME1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1235_STAMPING: Q 138 1946
 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             NGS
 ME1235
 ME1235                          STATION DESCRIPTION
 ME1235
 ME1235'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0998 ***********************************************************************
 ME0998  DESIGNATION -  Q 139
 ME0998  PID         -  ME0998
 ME0998  STATE/COUNTY-  IN/LAKE
 ME0998  USGS QUAD   -  GARY (1991)
 ME0998
 ME0998                         *CURRENT SURVEY CONTROL
 ME0998  ___________________________________________________________________
 ME0998* NAD 83(1986)-  41 34 38.     (N)    087 19 47.     (W)     SCALED    
 ME0998* NAVD 88     -       185.587  (meters)     608.88   (feet)  ADJUSTED  
 ME0998  ___________________________________________________________________
 ME0998  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ME0998  DYNAMIC HT  -         185.518 (meters)     608.65  (feet)  COMP
 ME0998  MODELED GRAV-     980,245.7   (mgal)                       NAVD 88
 ME0998
 ME0998  VERT ORDER  -  FIRST     CLASS I
 ME0998
 ME0998.The horizontal coordinates were scaled from a topographic map and have
 ME0998.an estimated accuracy of +/- 6 seconds.
 ME0998
 ME0998.The orthometric height was determined by differential leveling
 ME0998.and adjusted by the National Geodetic Survey in April 1995..
 ME0998.WARNING-Repeat measurements at this control monument indicate possible
 ME0998.vertical movement.
 ME0998
 ME0998.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0998
 ME0998  NAVD 88 (06/15/91)  185.631  (m)          609.02   (f) UNKNOWN     1 1
 ME0998  NGVD 29 (01/19/93)  185.689  (m)          609.21   (f) ADJUSTED    1 1
 ME0998
 ME0998.Superseded values are not recommended for survey control.
 ME0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0998.See file dsdata.txt to determine how the superseded data were derived.
 ME0998
 ME0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM725028(NAD 83)
 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             NGS
 ME0998  HISTORY     - 19920906 GOOD             NGS
 ME0998
 ME0998                          STATION DESCRIPTION
 ME0998
 ME0998'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0999 ***********************************************************************
 MD0999  DESIGNATION -  Q 14
 MD0999  PID         -  MD0999
 MD0999  STATE/COUNTY-  IN/KOSCIUSKO
 MD0999  USGS QUAD   -  PIERCETON (1994)
 MD0999
 MD0999                         *CURRENT SURVEY CONTROL
 MD0999  ___________________________________________________________________
 MD0999* NAD 83(1986)-  41 12 01.     (N)    085 42 16.     (W)     SCALED    
 MD0999* NAVD 88     -       282.880  (meters)     928.08   (feet)  ADJUSTED  
 MD0999  ___________________________________________________________________
 MD0999  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MD0999  DYNAMIC HT  -         282.761 (meters)     927.69  (feet)  COMP
 MD0999  MODELED GRAV-     980,195.8   (mgal)                       NAVD 88
 MD0999
 MD0999  VERT ORDER  -  FIRST     CLASS I
 MD0999
 MD0999.The horizontal coordinates were scaled from a topographic map and have
 MD0999.an estimated accuracy of +/- 6 seconds.
 MD0999
 MD0999.The orthometric height was determined by differential leveling
 MD0999.and adjusted by the National Geodetic Survey in June 1991..
 MD0999
 MD0999.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD0999
 MD0999  NGVD 29 (01/19/93)  283.019  (m)          928.54   (f) ADJUSTED    1 1
 MD0999
 MD0999.Superseded values are not recommended for survey control.
 MD0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0999.See file dsdata.txt to determine how the superseded data were derived.
 MD0999
 MD0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL086617(NAD 83)
 MD0999_MARKER: DB = BENCH MARK DISK
 MD0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0999_SP_SET: CONCRETE POST
 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             NGS
 MD0999  HISTORY     - 19921008 GOOD             NGS
 MD0999  HISTORY     - 19971120 GOOD             USPSQD
 MD0999
 MD0999                          STATION DESCRIPTION
 MD0999
 MD0999'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1339 ***********************************************************************
 ME1339  DESIGNATION -  Q 140
 ME1339  PID         -  ME1339
 ME1339  STATE/COUNTY-  IN/JASPER
 ME1339  USGS QUAD   -  SHELBY (1992)
 ME1339
 ME1339                         *CURRENT SURVEY CONTROL
 ME1339  ___________________________________________________________________
 ME1339* NAD 83(1986)-  41 11 57.     (N)    087 16 32.     (W)     SCALED    
 ME1339* NAVD 88     -       194.677  (meters)     638.70   (feet)  ADJUSTED  
 ME1339  ___________________________________________________________________
 ME1339  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 ME1339  DYNAMIC HT  -         194.594 (meters)     638.43  (feet)  COMP
 ME1339  MODELED GRAV-     980,194.2   (mgal)                       NAVD 88
 ME1339
 ME1339  VERT ORDER  -  SECOND    CLASS 0
 ME1339
 ME1339.The horizontal coordinates were scaled from a topographic map and have
 ME1339.an estimated accuracy of +/- 6 seconds.
 ME1339
 ME1339.The orthometric height was determined by differential leveling
 ME1339.and adjusted by the National Geodetic Survey in June 1991..
 ME1339
 ME1339.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1339.See file dsdata.txt to determine how the superseded data were derived.
 ME1339
 ME1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL768609(NAD 83)
 ME1339_MARKER: DB = BENCH MARK DISK
 ME1339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1339_SP_SET: BRIDGE
 ME1339_STAMPING: Q 140 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1304 ***********************************************************************
 ME1304  DESIGNATION -  Q 141
 ME1304  PID         -  ME1304
 ME1304  STATE/COUNTY-  IN/PORTER
 ME1304  USGS QUAD   -  KOUTS (1992)
 ME1304
 ME1304                         *CURRENT SURVEY CONTROL
 ME1304  ___________________________________________________________________
 ME1304* NAD 83(1986)-  41 19 03.     (N)    087 01 28.     (W)     SCALED    
 ME1304* NAVD 88     -       208.401  (meters)     683.73   (feet)  ADJUSTED  
 ME1304  ___________________________________________________________________
 ME1304  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 ME1304  DYNAMIC HT  -         208.314 (meters)     683.44  (feet)  COMP
 ME1304  MODELED GRAV-     980,201.5   (mgal)                       NAVD 88
 ME1304
 ME1304  VERT ORDER  -  SECOND    CLASS 0
 ME1304
 ME1304.The horizontal coordinates were scaled from a topographic map and have
 ME1304.an estimated accuracy of +/- 6 seconds.
 ME1304
 ME1304.The orthometric height was determined by differential leveling
 ME1304.and adjusted by the National Geodetic Survey in June 1991..
 ME1304
 ME1304.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1304.See file dsdata.txt to determine how the superseded data were derived.
 ME1304
 ME1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL979740(NAD 83)
 ME1304_MARKER: DB = BENCH MARK DISK
 ME1304_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1304_SP_SET: FOUNDATION
 ME1304_STAMPING: Q 141 1946
 ME1304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1304
 ME1304  HISTORY     - Date     Condition        Report By
 ME1304  HISTORY     - 1946     MONUMENTED       CGS
 ME1304  HISTORY     - 1978     GOOD             LOCSUR
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0601 ***********************************************************************
 ME0601  DESIGNATION -  Q 142
 ME0601  PID         -  ME0601
 ME0601  STATE/COUNTY-  IN/LA PORTE
 ME0601  USGS QUAD   -  HANNA (1958)
 ME0601
 ME0601                         *CURRENT SURVEY CONTROL
 ME0601  ___________________________________________________________________
 ME0601* NAD 83(1986)-  41 22 30.     (N)    086 46 32.     (W)     SCALED    
 ME0601* NAVD 88     -       205.880  (meters)     675.46   (feet)  ADJUSTED  
 ME0601  ___________________________________________________________________
 ME0601  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0601  DYNAMIC HT  -         205.795 (meters)     675.18  (feet)  COMP
 ME0601  MODELED GRAV-     980,208.6   (mgal)                       NAVD 88
 ME0601
 ME0601  VERT ORDER  -  SECOND    CLASS 0
 ME0601
 ME0601.The horizontal coordinates were scaled from a topographic map and have
 ME0601.an estimated accuracy of +/- 6 seconds.
 ME0601
 ME0601.The orthometric height was determined by differential leveling
 ME0601.and adjusted by the National Geodetic Survey in June 1991..
 ME0601
 ME0601.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0601.See file dsdata.txt to determine how the superseded data were derived.
 ME0601
 ME0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL187804(NAD 83)
 ME0601_MARKER: DB = BENCH MARK DISK
 ME0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0601_STAMPING: Q 142 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1324 ***********************************************************************
 ME1324  DESIGNATION -  Q 143
 ME1324  PID         -  ME1324
 ME1324  STATE/COUNTY-  IN/PORTER
 ME1324  USGS QUAD   -  KOUTS (1992)
 ME1324
 ME1324                         *CURRENT SURVEY CONTROL
 ME1324  ___________________________________________________________________
 ME1324* NAD 83(1986)-  41 16 54.     (N)    087 01 32.     (W)     SCALED    
 ME1324* NAVD 88     -       200.660  (meters)     658.33   (feet)  ADJUSTED  
 ME1324  ___________________________________________________________________
 ME1324  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME1324  DYNAMIC HT  -         200.575 (meters)     658.05  (feet)  COMP
 ME1324  MODELED GRAV-     980,198.8   (mgal)                       NAVD 88
 ME1324
 ME1324  VERT ORDER  -  SECOND    CLASS 0
 ME1324
 ME1324.The horizontal coordinates were scaled from a topographic map and have
 ME1324.an estimated accuracy of +/- 6 seconds.
 ME1324
 ME1324.The orthometric height was determined by differential leveling
 ME1324.and adjusted by the National Geodetic Survey in June 1991..
 ME1324
 ME1324.The geoid height was determined by GEOID03.
 ME1324
 ME1324.The dynamic height is computed by dividing the NAVD 88
 ME1324.geopotential number by the normal gravity value computed on the
 ME1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1324.degrees latitude (g = 980.6199 gals.).
 ME1324
 ME1324.The modeled gravity was interpolated from observed gravity values.
 ME1324
 ME1324;                    North         East    Units  Estimated Accuracy
 ME1324;SPC IN W     -   669,840.      904,840.      MT  (+/- 180 meters Scaled)
 ME1324
 ME1324                          SUPERSEDED SURVEY CONTROL
 ME1324
 ME1324  NGVD 29 (??/??/92)  200.754  (m)          658.64   (f) ADJ UNCH    2 0
 ME1324
 ME1324.Superseded values are not recommended for survey control.
 ME1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1324.See file dsdata.txt to determine how the superseded data were derived.
 ME1324
 ME1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL978700(NAD 83)
 ME1324_MARKER: DB = BENCH MARK DISK
 ME1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1324_STAMPING: Q 143 1946
 ME1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1324+STABILITY: SURFACE MOTION
 ME1324
 ME1324  HISTORY     - Date     Condition        Report By
 ME1324  HISTORY     - 1946     MONUMENTED       CGS
 ME1324  HISTORY     - 1972     GOOD             BRADY
 ME1324
 ME1324                          STATION DESCRIPTION
 ME1324
 ME1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1324'2.6 MI S FROM KOUTS.
 ME1324'ABOUT 2.6 MILES SOUTH ALONG STATE HIGHWAY 49 FROM ITS JUNCTION
 ME1324'WITH STATE HIGHWAY 8 IN KOUTS, ABOUT 0.6 MILE SOUTH OF A 2
 ME1324'STORY WHITE HOUSE ON THE EAST SIDE OF THE HIGHWAY, AT THE
 ME1324'JUNCTION WITH A SIDE ROAD EAST AND A BRIDGE ACROSS KOSELKI
 ME1324'DITCH, 88 FEET SOUTHEAST AND ACROSS THE JUNCTION FROM THE
 ME1324'SOUTHEAST CORNER OF THE BRIDGE, 61 FEET SOUTH OF THE CENTER OF
 ME1324'THE SIDE ROAD, 37 FEET EAST AND ABOUT 1.5 FEET LOWER THAN THE
 ME1324'CENTER OF THE HIGHWAY, 4.5 FEET SOUTH OF A TELEPHONE POLE AND
 ME1324'IN LINE WITH THE ROW OF POLES, 1 FOOT WEST OF THE EAST RIGHT
 ME1324'OF WAY FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.
 ME1324'A BRONZE DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME1324'6-INCHES.
 ME1324
 ME1324                          STATION RECOVERY (1972)
 ME1324
 ME1324'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1972
 ME1324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0370 ***********************************************************************
 ME0370  DESIGNATION -  Q 144
 ME0370  PID         -  ME0370
 ME0370  STATE/COUNTY-  IN/MARSHALL
 ME0370  USGS QUAD   -  PLYMOUTH (1980)
 ME0370
 ME0370                         *CURRENT SURVEY CONTROL
 ME0370  ___________________________________________________________________
 ME0370* NAD 83(1986)-  41 17 07.     (N)    086 16 07.     (W)     SCALED    
 ME0370* NAVD 88     -       256.182  (meters)     840.49   (feet)  ADJUSTED  
 ME0370  ___________________________________________________________________
 ME0370  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 ME0370  DYNAMIC HT  -         256.073 (meters)     840.13  (feet)  COMP
 ME0370  MODELED GRAV-     980,192.2   (mgal)                       NAVD 88
 ME0370
 ME0370  VERT ORDER  -  SECOND    CLASS 0
 ME0370
 ME0370.The horizontal coordinates were scaled from a topographic map and have
 ME0370.an estimated accuracy of +/- 6 seconds.
 ME0370
 ME0370.The orthometric height was determined by differential leveling
 ME0370.and adjusted by the National Geodetic Survey in June 1991..
 ME0370
 ME0370.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0370.See file dsdata.txt to determine how the superseded data were derived.
 ME0370
 ME0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL612706(NAD 83)
 ME0370_MARKER: DB = BENCH MARK DISK
 ME0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0370_STAMPING: Q 144 1946
 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 = OCTOBER  6, 2006
 MD1241 ***********************************************************************
 MD1241  DESIGNATION -  Q 145
 MD1241  PID         -  MD1241
 MD1241  STATE/COUNTY-  IN/KOSCIUSKO
 MD1241  USGS QUAD   -  BURKET (1994)
 MD1241
 MD1241                         *CURRENT SURVEY CONTROL
 MD1241  ___________________________________________________________________
 MD1241* NAD 83(1986)-  41 09 30.     (N)    085 57 30.     (W)     SCALED    
 MD1241* NAVD 88     -       257.699  (meters)     845.47   (feet)  ADJUSTED  
 MD1241  ___________________________________________________________________
 MD1241  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 MD1241  DYNAMIC HT  -         257.587 (meters)     845.10  (feet)  COMP
 MD1241  MODELED GRAV-     980,185.1   (mgal)                       NAVD 88
 MD1241
 MD1241  VERT ORDER  -  SECOND    CLASS 0
 MD1241
 MD1241.The horizontal coordinates were scaled from a topographic map and have
 MD1241.an estimated accuracy of +/- 6 seconds.
 MD1241
 MD1241.The orthometric height was determined by differential leveling
 MD1241.and adjusted by the National Geodetic Survey in June 1991..
 MD1241
 MD1241.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1241.See file dsdata.txt to determine how the superseded data were derived.
 MD1241
 MD1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL873568(NAD 83)
 MD1241_MARKER: DB = BENCH MARK DISK
 MD1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1241_STAMPING: Q 145 1946
 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 = OCTOBER  6, 2006
 LB0994 ***********************************************************************
 LB0994  DESIGNATION -  Q 146
 LB0994  PID         -  LB0994
 LB0994  STATE/COUNTY-  IN/CARROLL
 LB0994  USGS QUAD   -  FLORA (1986)
 LB0994
 LB0994                         *CURRENT SURVEY CONTROL
 LB0994  ___________________________________________________________________
 LB0994* NAD 83(1986)-  40 36 19.     (N)    086 35 16.     (W)     SCALED    
 LB0994* NAVD 88     -       201.187  (meters)     660.06   (feet)  ADJUSTED  
 LB0994  ___________________________________________________________________
 LB0994  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 LB0994  DYNAMIC HT  -         201.089 (meters)     659.74  (feet)  COMP
 LB0994  MODELED GRAV-     980,136.2   (mgal)                       NAVD 88
 LB0994
 LB0994  VERT ORDER  -  SECOND    CLASS 0
 LB0994
 LB0994.The horizontal coordinates were scaled from a topographic map and have
 LB0994.an estimated accuracy of +/- 6 seconds.
 LB0994
 LB0994.The orthometric height was determined by differential leveling
 LB0994.and adjusted by the National Geodetic Survey in June 1991..
 LB0994
 LB0994.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0994.See file dsdata.txt to determine how the superseded data were derived.
 LB0994
 LB0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK348950(NAD 83)
 LB0994_MARKER: DB = BENCH MARK DISK
 LB0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0994_STAMPING: Q 146 1946
 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 = OCTOBER  6, 2006
 LB1038 ***********************************************************************
 LB1038  DESIGNATION -  Q 147
 LB1038  PID         -  LB1038
 LB1038  STATE/COUNTY-  IN/CARROLL
 LB1038  USGS QUAD   -  DELPHI (1979)
 LB1038
 LB1038                         *CURRENT SURVEY CONTROL
 LB1038  ___________________________________________________________________
 LB1038* NAD 83(1986)-  40 37 24.     (N)    086 44 02.     (W)     SCALED    
 LB1038* NAVD 88     -       200.362  (meters)     657.35   (feet)  ADJUSTED  
 LB1038  ___________________________________________________________________
 LB1038  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 LB1038  DYNAMIC HT  -         200.266 (meters)     657.04  (feet)  COMP
 LB1038  MODELED GRAV-     980,142.6   (mgal)                       NAVD 88
 LB1038
 LB1038  VERT ORDER  -  SECOND    CLASS 0
 LB1038
 LB1038.The horizontal coordinates were scaled from a topographic map and have
 LB1038.an estimated accuracy of +/- 6 seconds.
 LB1038
 LB1038.The orthometric height was determined by differential leveling
 LB1038.and adjusted by the National Geodetic Survey in June 1991..
 LB1038
 LB1038.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1038.See file dsdata.txt to determine how the superseded data were derived.
 LB1038
 LB1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK225969(NAD 83)
 LB1038_MARKER: DB = BENCH MARK DISK
 LB1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1038_STAMPING: Q 147 1946
 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 = OCTOBER  6, 2006
 ME2097 ***********************************************************************
 ME2097  DESIGNATION -  Q 148 RESET 1979
 ME2097  PID         -  ME2097
 ME2097  STATE/COUNTY-  IN/PORTER
 ME2097  USGS QUAD   -  PORTAGE (1992)
 ME2097
 ME2097                         *CURRENT SURVEY CONTROL
 ME2097  ___________________________________________________________________
 ME2097* NAD 83(1986)-  41 34 34.     (N)    087 10 06.     (W)     SCALED    
 ME2097* NAVD 88     -       193.16   (+/-2cm)     633.7    (feet)  VERTCON   
 ME2097  ___________________________________________________________________
 ME2097  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 ME2097
 ME2097  VERT ORDER  -  THIRD (See Below)
 ME2097
 ME2097.The horizontal coordinates were scaled from a topographic map and have
 ME2097.an estimated accuracy of +/- 6 seconds.
 ME2097
 ME2097.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2097.The vertical order pertains to the NGVD 29 superseded value.
 ME2097
 ME2097.The geoid height was determined by GEOID03.
 ME2097
 ME2097;                    North         East    Units  Estimated Accuracy
 ME2097;SPC IN W     -   702,540.      892,910.      MT  (+/- 180 meters Scaled)
 ME2097
 ME2097                          SUPERSEDED SURVEY CONTROL
 ME2097
 ME2097  NGVD 29 (04/16/04)  193.25   (m)          634.0    (f) RESET       3  
 ME2097
 ME2097.Superseded values are not recommended for survey control.
 ME2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2097.See file dsdata.txt to determine how the superseded data were derived.
 ME2097
 ME2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM859027(NAD 83)
 ME2097_MARKER: DB = BENCH MARK DISK
 ME2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2097_STAMPING: Q 148 RESET 1979
 ME2097_PROJECTION: FLUSH
 ME2097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2097+STABILITY: SURFACE MOTION
 ME2097
 ME2097  HISTORY     - Date     Condition        Report By
 ME2097  HISTORY     - 1979     MONUMENTED       NGS
 ME2097
 ME2097                          STATION DESCRIPTION
 ME2097
 ME2097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 ME2097'IN PORTAGE.
 ME2097'IN PORTAGE, AT THE INTERSECTION OF CENTRAL AVENUE AND HAMSTROM ROAD
 ME2097'IN THE SOUTHEAST EDGE OF THE CITY, 192 FEET SOUTH OF THE CENTERLINE
 ME2097'OF CENTRAL AVENUE, 20 FEET WEST OF THE CENTERLINE OF HAMSTROM ROAD,
 ME2097'14 FEET NORTH OF POWERLINE POLE NUMBER 329-876, 3 FEET WEST OF
 ME2097'CURBING, 5 FEET SOUTH OF CURBING OF SOUTH ENTRANCE TO SERVICE STATION.
 ME2097'THE MARK IS 1.0 FT ABOVE HAMSTROM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0965 ***********************************************************************
 ME0965  DESIGNATION -  Q 149
 ME0965  PID         -  ME0965
 ME0965  STATE/COUNTY-  IN/PORTER
 ME0965  USGS QUAD   -  PORTAGE (1992)
 ME0965
 ME0965                         *CURRENT SURVEY CONTROL
 ME0965  ___________________________________________________________________
 ME0965* NAD 83(1986)-  41 30 41.     (N)    087 10 46.     (W)     SCALED    
 ME0965* NAVD 88     -       203.150  (meters)     666.50   (feet)  ADJUSTED  
 ME0965  ___________________________________________________________________
 ME0965  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ME0965  DYNAMIC HT  -         203.072 (meters)     666.25  (feet)  COMP
 ME0965  MODELED GRAV-     980,231.7   (mgal)                       NAVD 88
 ME0965
 ME0965  VERT ORDER  -  FIRST     CLASS I
 ME0965
 ME0965.The horizontal coordinates were scaled from a topographic map and have
 ME0965.an estimated accuracy of +/- 6 seconds.
 ME0965
 ME0965.The orthometric height was determined by differential leveling
 ME0965.and adjusted by the National Geodetic Survey in June 1991..
 ME0965
 ME0965.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0965.See file dsdata.txt to determine how the superseded data were derived.
 ME0965
 ME0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL850955(NAD 83)
 ME0965_MARKER: DB = BENCH MARK DISK
 ME0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0965_STAMPING: Q 149 1946
 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             NGS
 ME0965  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 ME0965
 ME0965                          STATION DESCRIPTION
 ME0965
 ME0965'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0072 ***********************************************************************
 ME0072  DESIGNATION -  Q 15
 ME0072  PID         -  ME0072
 ME0072  STATE/COUNTY-  IN/ST JOSEPH
 ME0072  USGS QUAD   -  EDWARDSBURG (1981)
 ME0072
 ME0072                         *CURRENT SURVEY CONTROL
 ME0072  ___________________________________________________________________
 ME0072* NAD 83(1986)-  41 45 20.     (N)    086 06 50.     (W)     SCALED    
 ME0072* NAVD 88     -       246.016  (meters)     807.14   (feet)  ADJUSTED  
 ME0072  ___________________________________________________________________
 ME0072  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME0072  DYNAMIC HT  -         245.923 (meters)     806.83  (feet)  COMP
 ME0072  MODELED GRAV-     980,241.4   (mgal)                       NAVD 88
 ME0072
 ME0072  VERT ORDER  -  FIRST     CLASS II
 ME0072
 ME0072.The horizontal coordinates were scaled from a topographic map and have
 ME0072.an estimated accuracy of +/- 6 seconds.
 ME0072
 ME0072.The orthometric height was determined by differential leveling
 ME0072.and adjusted by the National Geodetic Survey in June 1991..
 ME0072
 ME0072.The geoid height was determined by GEOID03.
 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     -   722,570.       62,810.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0072.See file dsdata.txt to determine how the superseded data were derived.
 ME0072
 ME0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM736230(NAD 83)
 ME0072_MARKER: DB = BENCH MARK DISK
 ME0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0072_STAMPING: 807.561 Q 15 1930
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0542 ***********************************************************************
 ME0542  DESIGNATION -  Q 150
 ME0542  PID         -  ME0542
 ME0542  STATE/COUNTY-  IN/LA PORTE
 ME0542  USGS QUAD   -  KINGSFORD HEIGHTS (1977)
 ME0542
 ME0542                         *CURRENT SURVEY CONTROL
 ME0542  ___________________________________________________________________
 ME0542* NAD 83(1986)-  41 24 16.     (N)    086 43 53.     (W)     SCALED    
 ME0542* NAVD 88     -       207.994  (meters)     682.39   (feet)  ADJUSTED  
 ME0542  ___________________________________________________________________
 ME0542  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0542  DYNAMIC HT  -         207.910 (meters)     682.12  (feet)  COMP
 ME0542  MODELED GRAV-     980,213.0   (mgal)                       NAVD 88
 ME0542
 ME0542  VERT ORDER  -  FIRST     CLASS I
 ME0542
 ME0542.The horizontal coordinates were scaled from a topographic map and have
 ME0542.an estimated accuracy of +/- 6 seconds.
 ME0542
 ME0542.The orthometric height was determined by differential leveling
 ME0542.and adjusted by the National Geodetic Survey in June 1991..
 ME0542
 ME0542.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0542.See file dsdata.txt to determine how the superseded data were derived.
 ME0542
 ME0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL224836(NAD 83)
 ME0542_MARKER: DB = BENCH MARK DISK
 ME0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0542_STAMPING: Q 150 1946
 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             NGS
 ME0542  HISTORY     - 19920831 MARK NOT FOUND   NGS
 ME0542
 ME0542                          STATION DESCRIPTION
 ME0542
 ME0542'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1337 ***********************************************************************
 ME1337  DESIGNATION -  Q 151
 ME1337  PID         -  ME1337
 ME1337  STATE/COUNTY-  IN/PORTER
 ME1337  USGS QUAD   -  VALPARAISO (1992)
 ME1337
 ME1337                         *CURRENT SURVEY CONTROL
 ME1337  ___________________________________________________________________
 ME1337* NAD 83(1986)-  41 29 35.     (N)    087 02 58.     (W)     SCALED    
 ME1337* NAVD 88     -       250.343  (meters)     821.33   (feet)  ADJUSTED  
 ME1337  ___________________________________________________________________
 ME1337  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 ME1337  DYNAMIC HT  -         250.245 (meters)     821.01  (feet)  COMP
 ME1337  MODELED GRAV-     980,224.7   (mgal)                       NAVD 88
 ME1337
 ME1337  VERT ORDER  -  SECOND    CLASS 0
 ME1337
 ME1337.The horizontal coordinates were scaled from a topographic map and have
 ME1337.an estimated accuracy of +/- 6 seconds.
 ME1337
 ME1337.The orthometric height was determined by differential leveling
 ME1337.and adjusted by the National Geodetic Survey in June 1991..
 ME1337
 ME1337.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1337.See file dsdata.txt to determine how the superseded data were derived.
 ME1337
 ME1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL958934(NAD 83)
 ME1337_MARKER: DB = BENCH MARK DISK
 ME1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1337_STAMPING: Q 151 1946
 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 = OCTOBER  6, 2006
 ME0905 ***********************************************************************
 ME0905  DESIGNATION -  Q 152
 ME0905  PID         -  ME0905
 ME0905  STATE/COUNTY-  IN/LA PORTE
 ME0905  USGS QUAD   -  LA PORTE EAST (1991)
 ME0905
 ME0905                         *CURRENT SURVEY CONTROL
 ME0905  ___________________________________________________________________
 ME0905* NAD 83(1986)-  41 36 46.     (N)    086 43 24.     (W)     SCALED    
 ME0905* NAVD 88     -       249.023  (meters)     817.00   (feet)  ADJUSTED  
 ME0905  ___________________________________________________________________
 ME0905  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0905  DYNAMIC HT  -         248.926 (meters)     816.68  (feet)  COMP
 ME0905  MODELED GRAV-     980,227.1   (mgal)                       NAVD 88
 ME0905
 ME0905  VERT ORDER  -  SECOND    CLASS 0
 ME0905
 ME0905.The horizontal coordinates were scaled from a topographic map and have
 ME0905.an estimated accuracy of +/- 6 seconds.
 ME0905
 ME0905.The orthometric height was determined by differential leveling
 ME0905.and adjusted by the National Geodetic Survey in June 1991..
 ME0905
 ME0905.The geoid height was determined by GEOID03.
 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     -   706,670.      930,010.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0905.See file dsdata.txt to determine how the superseded data were derived.
 ME0905
 ME0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM230068(NAD 83)
 ME0905_MARKER: DB = BENCH MARK DISK
 ME0905_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0905_SP_SET: BUILDING
 ME0905_STAMPING: Q 152 1946
 ME0905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME0905+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0698 ***********************************************************************
 ME0698  DESIGNATION -  Q 153
 ME0698  PID         -  ME0698
 ME0698  STATE/COUNTY-  IN/STARKE
 ME0698  USGS QUAD   -  HAMLET (1977)
 ME0698
 ME0698                         *CURRENT SURVEY CONTROL
 ME0698  ___________________________________________________________________
 ME0698* NAD 83(1986)-  41 23 22.     (N)    086 34 19.     (W)     SCALED    
 ME0698* NAVD 88     -       211.120  (meters)     692.65   (feet)  ADJUSTED  
 ME0698  ___________________________________________________________________
 ME0698  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 ME0698  DYNAMIC HT  -         211.035 (meters)     692.37  (feet)  COMP
 ME0698  MODELED GRAV-     980,214.9   (mgal)                       NAVD 88
 ME0698
 ME0698  VERT ORDER  -  FIRST     CLASS II
 ME0698
 ME0698.The horizontal coordinates were scaled from a topographic map and have
 ME0698.an estimated accuracy of +/- 6 seconds.
 ME0698
 ME0698.The orthometric height was determined by differential leveling
 ME0698.and adjusted by the National Geodetic Survey in June 1991..
 ME0698
 ME0698.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0698.See file dsdata.txt to determine how the superseded data were derived.
 ME0698
 ME0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL357820(NAD 83)
 ME0698_MARKER: DB = BENCH MARK DISK
 ME0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0698_STAMPING: Q 153 1946
 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 = OCTOBER  6, 2006
 ME0883 ***********************************************************************
 ME0883  DESIGNATION -  Q 155
 ME0883  PID         -  ME0883
 ME0883  STATE/COUNTY-  IN/LA PORTE
 ME0883  USGS QUAD   -  NEW CARLISLE (1980)
 ME0883
 ME0883                         *CURRENT SURVEY CONTROL
 ME0883  ___________________________________________________________________
 ME0883* NAD 83(1986)-  41 38 32.     (N)    086 30 25.     (W)     SCALED    
 ME0883* NAVD 88     -       224.113  (meters)     735.28   (feet)  ADJUSTED  
 ME0883  ___________________________________________________________________
 ME0883  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 ME0883  DYNAMIC HT  -         224.026 (meters)     734.99  (feet)  COMP
 ME0883  MODELED GRAV-     980,228.3   (mgal)                       NAVD 88
 ME0883
 ME0883  VERT ORDER  -  SECOND    CLASS 0
 ME0883
 ME0883.The horizontal coordinates were scaled from a topographic map and have
 ME0883.an estimated accuracy of +/- 6 seconds.
 ME0883
 ME0883.The orthometric height was determined by differential leveling
 ME0883.and adjusted by the National Geodetic Survey in June 1991..
 ME0883
 ME0883.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0883.See file dsdata.txt to determine how the superseded data were derived.
 ME0883
 ME0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM410101(NAD 83)
 ME0883_MARKER: DB = BENCH MARK DISK
 ME0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0883_STAMPING: Q 155 1946
 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 = OCTOBER  6, 2006
 ME1398 ***********************************************************************
 ME1398  DESIGNATION -  Q 156
 ME1398  PID         -  ME1398
 ME1398  STATE/COUNTY-  IN/JASPER
 ME1398  USGS QUAD   -  GIFFORD (1962)
 ME1398
 ME1398                         *CURRENT SURVEY CONTROL
 ME1398  ___________________________________________________________________
 ME1398* NAD 83(1986)-  41 02 45.     (N)    087 02 03.     (W)     SCALED    
 ME1398* NAVD 88     -       208.011  (meters)     682.45   (feet)  ADJUSTED  
 ME1398  ___________________________________________________________________
 ME1398  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 ME1398  DYNAMIC HT  -         207.921 (meters)     682.15  (feet)  COMP
 ME1398  MODELED GRAV-     980,185.1   (mgal)                       NAVD 88
 ME1398
 ME1398  VERT ORDER  -  SECOND    CLASS 0
 ME1398
 ME1398.The horizontal coordinates were scaled from a topographic map and have
 ME1398.an estimated accuracy of +/- 6 seconds.
 ME1398
 ME1398.The orthometric height was determined by differential leveling
 ME1398.and adjusted by the National Geodetic Survey in June 1991..
 ME1398
 ME1398.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1398.See file dsdata.txt to determine how the superseded data were derived.
 ME1398
 ME1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL971438(NAD 83)
 ME1398_MARKER: DB = BENCH MARK DISK
 ME1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1398_STAMPING: Q 156 1946
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1968
 ME1398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1418 ***********************************************************************
 ME1418  DESIGNATION -  Q 157
 ME1418  PID         -  ME1418
 ME1418  STATE/COUNTY-  IN/JASPER
 ME1418  USGS QUAD   -  PARR (1980)
 ME1418
 ME1418                         *CURRENT SURVEY CONTROL
 ME1418  ___________________________________________________________________
 ME1418* NAD 83(1986)-  41 01 37.     (N)    087 13 05.     (W)     SCALED    
 ME1418* NAVD 88     -       212.412  (meters)     696.89   (feet)  ADJUSTED  
 ME1418  ___________________________________________________________________
 ME1418  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME1418  DYNAMIC HT  -         212.321 (meters)     696.59  (feet)  COMP
 ME1418  MODELED GRAV-     980,189.6   (mgal)                       NAVD 88
 ME1418
 ME1418  VERT ORDER  -  SECOND    CLASS 0
 ME1418
 ME1418.The horizontal coordinates were scaled from a topographic map and have
 ME1418.an estimated accuracy of +/- 6 seconds.
 ME1418
 ME1418.The orthometric height was determined by differential leveling
 ME1418.and adjusted by the National Geodetic Survey in June 1991..
 ME1418
 ME1418.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1418.See file dsdata.txt to determine how the superseded data were derived.
 ME1418
 ME1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL816417(NAD 83)
 ME1418_MARKER: DB = BENCH MARK DISK
 ME1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1418_STAMPING: Q 157 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1065 ***********************************************************************
 MD1065  DESIGNATION -  Q 158
 MD1065  PID         -  MD1065
 MD1065  STATE/COUNTY-  IN/ELKHART
 MD1065  USGS QUAD   -  MILFORD (1994)
 MD1065
 MD1065                         *CURRENT SURVEY CONTROL
 MD1065  ___________________________________________________________________
 MD1065* NAD 83(1986)-  41 26 57.     (N)    085 50 38.     (W)     SCALED    
 MD1065* NAVD 88     -       249.786  (meters)     819.51   (feet)  ADJUSTED  
 MD1065  ___________________________________________________________________
 MD1065  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 MD1065  DYNAMIC HT  -         249.688 (meters)     819.18  (feet)  COMP
 MD1065  MODELED GRAV-     980,226.7   (mgal)                       NAVD 88
 MD1065
 MD1065  VERT ORDER  -  FIRST     CLASS II
 MD1065
 MD1065.The horizontal coordinates were scaled from a topographic map and have
 MD1065.an estimated accuracy of +/- 6 seconds.
 MD1065
 MD1065.The orthometric height was determined by differential leveling
 MD1065.and adjusted by the National Geodetic Survey in June 1991..
 MD1065
 MD1065.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1065.See file dsdata.txt to determine how the superseded data were derived.
 MD1065
 MD1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL965892(NAD 83)
 MD1065_MARKER: DB = BENCH MARK DISK
 MD1065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1065_SP_SET: CULVERT
 MD1065_STAMPING: Q 158 1946
 MD1065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 MD1349 ***********************************************************************
 MD1349  DESIGNATION -  Q 160
 MD1349  PID         -  MD1349
 MD1349  STATE/COUNTY-  IN/ELKHART
 MD1349  USGS QUAD   -  GOSHEN (1994)
 MD1349
 MD1349                         *CURRENT SURVEY CONTROL
 MD1349  ___________________________________________________________________
 MD1349* NAD 83(1986)-  41 34 50.     (N)    085 49 34.     (W)     SCALED    
 MD1349* NAVD 88     -       245.525  (meters)     805.53   (feet)  ADJUSTED  
 MD1349  ___________________________________________________________________
 MD1349  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MD1349  DYNAMIC HT  -         245.428 (meters)     805.21  (feet)  COMP
 MD1349  MODELED GRAV-     980,224.1   (mgal)                       NAVD 88
 MD1349
 MD1349  VERT ORDER  -  FIRST     CLASS II
 MD1349
 MD1349.The horizontal coordinates were scaled from a topographic map and have
 MD1349.an estimated accuracy of +/- 6 seconds.
 MD1349
 MD1349.The orthometric height was determined by differential leveling
 MD1349.and adjusted by the National Geodetic Survey in June 1991..
 MD1349
 MD1349.Photographs are available for this station.
 MD1349
 MD1349.The geoid height was determined by GEOID03.
 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.       86,700.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1349.See file dsdata.txt to determine how the superseded data were derived.
 MD1349
 MD1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM978038(NAD 83)
 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 - January 08, 1993
 MD1349
 MD1349  HISTORY     - Date     Condition        Report By
 MD1349  HISTORY     - 1946     MONUMENTED       CGS
 MD1349  HISTORY     - 19930108 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0747 ***********************************************************************
 MD0747  DESIGNATION -  Q 161
 MD0747  PID         -  MD0747
 MD0747  STATE/COUNTY-  IN/NOBLE
 MD0747  USGS QUAD   -  ALBION (1973)
 MD0747
 MD0747                         *CURRENT SURVEY CONTROL
 MD0747  ___________________________________________________________________
 MD0747* NAD 83(1986)-  41 27 06.     (N)    085 22 54.     (W)     SCALED    
 MD0747* NAVD 88     -       289.621  (meters)     950.20   (feet)  ADJUSTED  
 MD0747  ___________________________________________________________________
 MD0747  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 MD0747  DYNAMIC HT  -         289.504 (meters)     949.81  (feet)  COMP
 MD0747  MODELED GRAV-     980,209.2   (mgal)                       NAVD 88
 MD0747
 MD0747  VERT ORDER  -  SECOND    CLASS 0
 MD0747
 MD0747.The horizontal coordinates were scaled from a topographic map and have
 MD0747.an estimated accuracy of +/- 6 seconds.
 MD0747
 MD0747.The orthometric height was determined by differential leveling
 MD0747.and adjusted by the National Geodetic Survey in June 1991..
 MD0747
 MD0747.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0747.See file dsdata.txt to determine how the superseded data were derived.
 MD0747
 MD0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL351901(NAD 83)
 MD0747_MARKER: DB = BENCH MARK DISK
 MD0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0747_STAMPING: Q 161 1946
 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             NGS
 MD0747
 MD0747                          STATION DESCRIPTION
 MD0747
 MD0747'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0863 ***********************************************************************
 MD0863  DESIGNATION -  Q 162
 MD0863  PID         -  MD0863
 MD0863  STATE/COUNTY-  IN/DE KALB
 MD0863  USGS QUAD   -  AUBURN (1981)
 MD0863
 MD0863                         *CURRENT SURVEY CONTROL
 MD0863  ___________________________________________________________________
 MD0863* NAD 83(1986)-  41 22 00.     (N)    085 05 19.     (W)     SCALED    
 MD0863* NAVD 88     -       265.873  (meters)     872.28   (feet)  ADJUSTED  
 MD0863  ___________________________________________________________________
 MD0863  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 MD0863  DYNAMIC HT  -         265.766 (meters)     871.93  (feet)  COMP
 MD0863  MODELED GRAV-     980,213.9   (mgal)                       NAVD 88
 MD0863
 MD0863  VERT ORDER  -  SECOND    CLASS 0
 MD0863
 MD0863.The horizontal coordinates were scaled from a topographic map and have
 MD0863.an estimated accuracy of +/- 6 seconds.
 MD0863
 MD0863.The orthometric height was determined by differential leveling
 MD0863.and adjusted by the National Geodetic Survey in June 1991..
 MD0863
 MD0863.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0863.See file dsdata.txt to determine how the superseded data were derived.
 MD0863
 MD0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL598812(NAD 83)
 MD0863_MARKER: DB = BENCH MARK DISK
 MD0863_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0863_SP_SET: ABUTMENT
 MD0863_STAMPING: Q 162 1946
 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 = OCTOBER  6, 2006
 MD0864 ***********************************************************************
 MD0864  DESIGNATION -  Q 162 RESET 1960
 MD0864  PID         -  MD0864
 MD0864  STATE/COUNTY-  IN/DE KALB
 MD0864  USGS QUAD   -  AUBURN (1981)
 MD0864
 MD0864                         *CURRENT SURVEY CONTROL
 MD0864  ___________________________________________________________________
 MD0864* NAD 83(1986)-  41 22 00.     (N)    085 05 19.     (W)     SCALED    
 MD0864* NAVD 88     -       265.97   (meters)     872.6    (feet)  RESET     
 MD0864  ___________________________________________________________________
 MD0864  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 MD0864
 MD0864  VERT ORDER  -  THIRD
 MD0864
 MD0864.The horizontal coordinates were scaled from a topographic map and have
 MD0864.an estimated accuracy of +/- 6 seconds.
 MD0864
 MD0864.The orthometric height was computed from unverified reset data.
 MD0864
 MD0864.The geoid height was determined by GEOID03.
 MD0864
 MD0864;                    North         East    Units  Estimated Accuracy
 MD0864;SPC IN E     -   679,440.      148,360.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0864.See file dsdata.txt to determine how the superseded data were derived.
 MD0864
 MD0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL598812(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0864
 MD0864  HISTORY     - Date     Condition        Report By
 MD0864  HISTORY     - 1960     MONUMENTED       CGS
 MD0864  HISTORY     - 1962     GOOD             NGS
 MD0864
 MD0864                          STATION DESCRIPTION
 MD0864
 MD0864'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0751 ***********************************************************************
 MD0751  DESIGNATION -  Q 163
 MD0751  PID         -  MD0751
 MD0751  STATE/COUNTY-  IN/NOBLE
 MD0751  USGS QUAD   -  KENDALLVILLE (1979)
 MD0751
 MD0751                         *CURRENT SURVEY CONTROL
 MD0751  ___________________________________________________________________
 MD0751* NAD 83(1986)-  41 27 09.     (N)    085 19 39.     (W)     SCALED    
 MD0751* NAVD 88     -       295.057  (meters)     968.03   (feet)  ADJUSTED  
 MD0751  ___________________________________________________________________
 MD0751  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 MD0751  DYNAMIC HT  -         294.939 (meters)     967.65  (feet)  COMP
 MD0751  MODELED GRAV-     980,213.6   (mgal)                       NAVD 88
 MD0751
 MD0751  VERT ORDER  -  SECOND    CLASS 0
 MD0751
 MD0751.The horizontal coordinates were scaled from a topographic map and have
 MD0751.an estimated accuracy of +/- 6 seconds.
 MD0751
 MD0751.The orthometric height was determined by differential leveling
 MD0751.and adjusted by the National Geodetic Survey in June 1991..
 MD0751
 MD0751.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0751.See file dsdata.txt to determine how the superseded data were derived.
 MD0751
 MD0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL396903(NAD 83)
 MD0751_MARKER: DB = BENCH MARK DISK
 MD0751_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0751_SP_SET: CULVERT
 MD0751_STAMPING: Q 163 1946
 MD0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0751
 MD0751  HISTORY     - Date     Condition        Report By
 MD0751  HISTORY     - 1946     MONUMENTED       CGS
 MD0751  HISTORY     - 1962     GOOD             NGS
 MD0751
 MD0751                          STATION DESCRIPTION
 MD0751
 MD0751'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1236 ***********************************************************************
 MD1236  DESIGNATION -  Q 164
 MD1236  PID         -  MD1236
 MD1236  STATE/COUNTY-  IN/NOBLE
 MD1236  USGS QUAD   -  ORMAS (1965)
 MD1236
 MD1236                         *CURRENT SURVEY CONTROL
 MD1236  ___________________________________________________________________
 MD1236* NAD 83(1986)-  41 19 09.     (N)    085 30 00.     (W)     SCALED    
 MD1236* NAVD 88     -       273.901  (meters)     898.62   (feet)  ADJUSTED  
 MD1236  ___________________________________________________________________
 MD1236  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 MD1236  DYNAMIC HT  -         273.790 (meters)     898.26  (feet)  COMP
 MD1236  MODELED GRAV-     980,209.3   (mgal)                       NAVD 88
 MD1236
 MD1236  VERT ORDER  -  SECOND    CLASS 0
 MD1236
 MD1236.The horizontal coordinates were scaled from a topographic map and have
 MD1236.an estimated accuracy of +/- 6 seconds.
 MD1236
 MD1236.The orthometric height was determined by differential leveling
 MD1236.and adjusted by the National Geodetic Survey in June 1991..
 MD1236
 MD1236.The geoid height was determined by GEOID03.
 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     -   674,020.      113,950.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1236.See file dsdata.txt to determine how the superseded data were derived.
 MD1236
 MD1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL255752(NAD 83)
 MD1236_MARKER: DB = BENCH MARK DISK
 MD1236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD1236_SP_SET: CULVERT
 MD1236_STAMPING: Q 164 1946
 MD1236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1236
 MD1236  HISTORY     - Date     Condition        Report By
 MD1236  HISTORY     - 1946     MONUMENTED       CGS
 MD1236  HISTORY     - 1961     GOOD             NGS
 MD1236  HISTORY     - 1990     GOOD             USPSQD
 MD1236
 MD1236                          STATION DESCRIPTION
 MD1236
 MD1236'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1154 ***********************************************************************
 MD1154  DESIGNATION -  Q 165
 MD1154  PID         -  MD1154
 MD1154  STATE/COUNTY-  IN/WHITLEY
 MD1154  USGS QUAD   -  LORANE (1965)
 MD1154
 MD1154                         *CURRENT SURVEY CONTROL
 MD1154  ___________________________________________________________________
 MD1154* NAD 83(1986)-  41 14 44.     (N)    085 33 44.     (W)     SCALED    
 MD1154* NAVD 88     -       287.542  (meters)     943.38   (feet)  ADJUSTED  
 MD1154  ___________________________________________________________________
 MD1154  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 MD1154  DYNAMIC HT  -         287.426 (meters)     943.00  (feet)  COMP
 MD1154  MODELED GRAV-     980,212.4   (mgal)                       NAVD 88
 MD1154
 MD1154  VERT ORDER  -  SECOND    CLASS 0
 MD1154
 MD1154.The horizontal coordinates were scaled from a topographic map and have
 MD1154.an estimated accuracy of +/- 6 seconds.
 MD1154
 MD1154.The orthometric height was determined by differential leveling
 MD1154.and adjusted by the National Geodetic Survey in June 1991..
 MD1154
 MD1154.The geoid height was determined by GEOID03.
 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     -   665,830.      108,750.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1154.See file dsdata.txt to determine how the superseded data were derived.
 MD1154
 MD1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL204670(NAD 83)
 MD1154_MARKER: DB = BENCH MARK DISK
 MD1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1154_STAMPING: Q 165 1946
 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             NGS
 MD1154
 MD1154                          STATION DESCRIPTION
 MD1154
 MD1154'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0273 ***********************************************************************
 ME0273  DESIGNATION -  Q 166
 ME0273  PID         -  ME0273
 ME0273  STATE/COUNTY-  IN/MARSHALL
 ME0273  USGS QUAD   -  PLYMOUTH (1980)
 ME0273
 ME0273                         *CURRENT SURVEY CONTROL
 ME0273  ___________________________________________________________________
 ME0273* NAD 83(1986)-  41 21 00.     (N)    086 19 40.     (W)     SCALED    
 ME0273* NAVD 88     -       247.746  (meters)     812.81   (feet)  ADJUSTED  
 ME0273  ___________________________________________________________________
 ME0273  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 ME0273  DYNAMIC HT  -         247.643 (meters)     812.48  (feet)  COMP
 ME0273  MODELED GRAV-     980,201.9   (mgal)                       NAVD 88
 ME0273
 ME0273  VERT ORDER  -  FIRST     CLASS I
 ME0273
 ME0273.The horizontal coordinates were scaled from a topographic map and have
 ME0273.an estimated accuracy of +/- 6 seconds.
 ME0273
 ME0273.The orthometric height was determined by differential leveling
 ME0273.and adjusted by the National Geodetic Survey in June 1991..
 ME0273.WARNING-Repeat measurements at this control monument indicate possible
 ME0273.vertical movement.
 ME0273
 ME0273.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0273.See file dsdata.txt to determine how the superseded data were derived.
 ME0273
 ME0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL562778(NAD 83)
 ME0273_MARKER: DB = BENCH MARK DISK
 ME0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0273_STAMPING: Q 166 1946
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 ME0419 ***********************************************************************
 ME0419  DESIGNATION -  Q 167
 ME0419  PID         -  ME0419
 ME0419  STATE/COUNTY-  IN/ST JOSEPH
 ME0419  USGS QUAD   -  LAKEVILLE (1980)
 ME0419
 ME0419                         *CURRENT SURVEY CONTROL
 ME0419  ___________________________________________________________________
 ME0419* NAD 83(1986)-  41 35 24.     (N)    086 15 35.     (W)     SCALED    
 ME0419* NAVD 88     -       258.643  (meters)     848.56   (feet)  ADJUSTED  
 ME0419  ___________________________________________________________________
 ME0419  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0419  DYNAMIC HT  -         258.539 (meters)     848.22  (feet)  COMP
 ME0419  MODELED GRAV-     980,216.1   (mgal)                       NAVD 88
 ME0419
 ME0419  VERT ORDER  -  SECOND    CLASS 0
 ME0419
 ME0419.The horizontal coordinates were scaled from a topographic map and have
 ME0419.an estimated accuracy of +/- 6 seconds.
 ME0419
 ME0419.The orthometric height was determined by differential leveling
 ME0419.and adjusted by the National Geodetic Survey in June 1991..
 ME0419
 ME0419.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0419.See file dsdata.txt to determine how the superseded data were derived.
 ME0419
 ME0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM617045(NAD 83)
 ME0419_MARKER: DB = BENCH MARK DISK
 ME0419_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0419_SP_SET: CULVERT
 ME0419_STAMPING: Q 167 1946
 ME0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME0036 ***********************************************************************
 ME0036  DESIGNATION -  Q 167 RESET 1947
 ME0036  PID         -  ME0036
 ME0036  STATE/COUNTY-  IN/ST JOSEPH
 ME0036  USGS QUAD   -  LAKEVILLE (1980)
 ME0036
 ME0036                         *CURRENT SURVEY CONTROL
 ME0036  ___________________________________________________________________
 ME0036* NAD 83(1986)-  41 35 24.     (N)    086 15 36.     (W)     SCALED    
 ME0036* NAVD 88     -       258.66   (meters)     848.6    (feet)  RESET     
 ME0036  ___________________________________________________________________
 ME0036  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0036
 ME0036  VERT ORDER  -  THIRD
 ME0036
 ME0036.The horizontal coordinates were scaled from a topographic map and have
 ME0036.an estimated accuracy of +/- 6 seconds.
 ME0036
 ME0036.The orthometric height was computed from unverified reset data.
 ME0036
 ME0036.The geoid height was determined by GEOID03.
 ME0036
 ME0036;                    North         East    Units  Estimated Accuracy
 ME0036;SPC IN E     -   704,250.       50,530.      MT  (+/- 180 meters Scaled)
 ME0036
 ME0036                          SUPERSEDED SURVEY CONTROL
 ME0036
 ME0036.No superseded survey control is available for this station.
 ME0036
 ME0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM616045(NAD 83)
 ME0036_MARKER: DB = BENCH MARK DISK
 ME0036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0036_SP_SET: CULVERT
 ME0036_STAMPING: Q 167 RESET 1947
 ME0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME0177 ***********************************************************************
 ME0177  DESIGNATION -  Q 169
 ME0177  PID         -  ME0177
 ME0177  STATE/COUNTY-  IN/MARSHALL
 ME0177  USGS QUAD   -  BREMEN (1991)
 ME0177
 ME0177                         *CURRENT SURVEY CONTROL
 ME0177  ___________________________________________________________________
 ME0177* NAD 83(1986)-  41 24 15.     (N)    086 13 45.     (W)     SCALED    
 ME0177* NAVD 88     -       247.933  (meters)     813.43   (feet)  ADJUSTED  
 ME0177  ___________________________________________________________________
 ME0177  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 ME0177  DYNAMIC HT  -         247.829 (meters)     813.09  (feet)  COMP
 ME0177  MODELED GRAV-     980,198.7   (mgal)                       NAVD 88
 ME0177
 ME0177  VERT ORDER  -  SECOND    CLASS 0
 ME0177
 ME0177.The horizontal coordinates were scaled from a topographic map and have
 ME0177.an estimated accuracy of +/- 6 seconds.
 ME0177
 ME0177.The orthometric height was determined by differential leveling
 ME0177.and adjusted by the National Geodetic Survey in June 1991..
 ME0177
 ME0177.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0177.See file dsdata.txt to determine how the superseded data were derived.
 ME0177
 ME0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL644839(NAD 83)
 ME0177_MARKER: DB = BENCH MARK DISK
 ME0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0177_STAMPING: Q 169 1946
 ME0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0177+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 MD1199 ***********************************************************************
 MD1199  DESIGNATION -  Q 172
 MD1199  PID         -  MD1199
 MD1199  STATE/COUNTY-  IN/ELKHART
 MD1199  USGS QUAD   -  NAPPANEE EAST (1992)
 MD1199
 MD1199                         *CURRENT SURVEY CONTROL
 MD1199  ___________________________________________________________________
 MD1199* NAD 83(1986)-  41 29 37.     (N)    085 55 30.     (W)     SCALED    
 MD1199* NAVD 88     -       257.028  (meters)     843.27   (feet)  ADJUSTED  
 MD1199  ___________________________________________________________________
 MD1199  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MD1199  DYNAMIC HT  -         256.924 (meters)     842.92  (feet)  COMP
 MD1199  MODELED GRAV-     980,211.0   (mgal)                       NAVD 88
 MD1199
 MD1199  VERT ORDER  -  SECOND    CLASS 0
 MD1199
 MD1199.The horizontal coordinates were scaled from a topographic map and have
 MD1199.an estimated accuracy of +/- 6 seconds.
 MD1199
 MD1199.The orthometric height was determined by differential leveling
 MD1199.and adjusted by the National Geodetic Survey in June 1991..
 MD1199
 MD1199.The geoid height was determined by GEOID03.
 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     -   693,410.       78,430.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1199.See file dsdata.txt to determine how the superseded data were derived.
 MD1199
 MD1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL897941(NAD 83)
 MD1199_MARKER: DB = BENCH MARK DISK
 MD1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1199_STAMPING: Q 172 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1855 ***********************************************************************
 LA1855  DESIGNATION -  Q 173
 LA1855  PID         -  LA1855
 LA1855  STATE/COUNTY-  IN/GRANT
 LA1855  USGS QUAD   -  SWEETSER (1992)
 LA1855
 LA1855                         *CURRENT SURVEY CONTROL
 LA1855  ___________________________________________________________________
 LA1855* NAD 83(1986)-  40 32 58.     (N)    085 49 33.     (W)     SCALED    
 LA1855* NAVD 88     -       256.476  (meters)     841.46   (feet)  ADJUSTED  
 LA1855  ___________________________________________________________________
 LA1855  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LA1855  DYNAMIC HT  -         256.345 (meters)     841.03  (feet)  COMP
 LA1855  MODELED GRAV-     980,107.5   (mgal)                       NAVD 88
 LA1855
 LA1855  VERT ORDER  -  SECOND    CLASS 0
 LA1855
 LA1855.The horizontal coordinates were scaled from a topographic map and have
 LA1855.an estimated accuracy of +/- 6 seconds.
 LA1855
 LA1855.The orthometric height was determined by differential leveling
 LA1855.and adjusted by the National Geodetic Survey in June 1991..
 LA1855
 LA1855.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1855.See file dsdata.txt to determine how the superseded data were derived.
 LA1855
 LA1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK994894(NAD 83)
 LA1855_MARKER: DB = BENCH MARK DISK
 LA1855_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1855_SP_SET: CULVERT
 LA1855_STAMPING: Q 173 1946
 LA1855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1601 ***********************************************************************
 LA1601  DESIGNATION -  Q 174
 LA1601  PID         -  LA1601
 LA1601  STATE/COUNTY-  IN/GRANT
 LA1601  USGS QUAD   -  MARION (1992)
 LA1601
 LA1601                         *CURRENT SURVEY CONTROL
 LA1601  ___________________________________________________________________
 LA1601* NAD 83(1986)-  40 32 14.     (N)    085 39 22.     (W)     SCALED    
 LA1601* NAVD 88     -       252.542  (meters)     828.55   (feet)  ADJUSTED  
 LA1601  ___________________________________________________________________
 LA1601  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 LA1601  DYNAMIC HT  -         252.413 (meters)     828.12  (feet)  COMP
 LA1601  MODELED GRAV-     980,109.1   (mgal)                       NAVD 88
 LA1601
 LA1601  VERT ORDER  -  FIRST     CLASS II
 LA1601
 LA1601.The horizontal coordinates were scaled from a topographic map and have
 LA1601.an estimated accuracy of +/- 6 seconds.
 LA1601
 LA1601.The orthometric height was determined by differential leveling
 LA1601.and adjusted by the National Geodetic Survey in June 1991..
 LA1601
 LA1601.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1601.See file dsdata.txt to determine how the superseded data were derived.
 LA1601
 LA1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK138882(NAD 83)
 LA1601_MARKER: DB = BENCH MARK DISK
 LA1601_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1601_SP_SET: BRIDGE
 LA1601_STAMPING: Q 174 1946
 LA1601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1601
 LA1601  HISTORY     - Date     Condition        Report By
 LA1601  HISTORY     - 1946     MONUMENTED       CGS
 LA1601  HISTORY     - 1962     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1962
 LA1601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0261 ***********************************************************************
 LB0261  DESIGNATION -  Q 175
 LB0261  PID         -  LB0261
 LB0261  STATE/COUNTY-  IN/MIAMI
 LB0261  USGS QUAD   -  BUNKER HILL (1994)
 LB0261
 LB0261                         *CURRENT SURVEY CONTROL
 LB0261  ___________________________________________________________________
 LB0261* NAD 83(1986)-  40 43 56.     (N)    086 06 48.     (W)     SCALED    
 LB0261* NAVD 88     -       223.056  (meters)     731.81   (feet)  ADJUSTED  
 LB0261  ___________________________________________________________________
 LB0261  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 LB0261  DYNAMIC HT  -         222.949 (meters)     731.46  (feet)  COMP
 LB0261  MODELED GRAV-     980,137.2   (mgal)                       NAVD 88
 LB0261
 LB0261  VERT ORDER  -  SECOND    CLASS 0
 LB0261
 LB0261.The horizontal coordinates were scaled from a topographic map and have
 LB0261.an estimated accuracy of +/- 6 seconds.
 LB0261
 LB0261.The orthometric height was determined by differential leveling
 LB0261.and adjusted by the National Geodetic Survey in June 1991..
 LB0261
 LB0261.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0261.See file dsdata.txt to determine how the superseded data were derived.
 LB0261
 LB0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL748094(NAD 83)
 LB0261_MARKER: DB = BENCH MARK DISK
 LB0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0261_STAMPING: Q 175 1946
 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 = OCTOBER  6, 2006
 ME0365 ***********************************************************************
 ME0365  DESIGNATION -  Q 176
 ME0365  PID         -  ME0365
 ME0365  STATE/COUNTY-  IN/FULTON
 ME0365  USGS QUAD   -  CULVER (1980)
 ME0365
 ME0365                         *CURRENT SURVEY CONTROL
 ME0365  ___________________________________________________________________
 ME0365* NAD 83(1986)-  41 09 02.     (N)    086 24 53.     (W)     SCALED    
 ME0365* NAVD 88     -       223.817  (meters)     734.31   (feet)  ADJUSTED  
 ME0365  ___________________________________________________________________
 ME0365  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME0365  DYNAMIC HT  -         223.726 (meters)     734.01  (feet)  COMP
 ME0365  MODELED GRAV-     980,211.1   (mgal)                       NAVD 88
 ME0365
 ME0365  VERT ORDER  -  SECOND    CLASS 0
 ME0365
 ME0365.The horizontal coordinates were scaled from a topographic map and have
 ME0365.an estimated accuracy of +/- 6 seconds.
 ME0365
 ME0365.The orthometric height was determined by differential leveling
 ME0365.and adjusted by the National Geodetic Survey in June 1991..
 ME0365
 ME0365.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0365.See file dsdata.txt to determine how the superseded data were derived.
 ME0365
 ME0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL491556(NAD 83)
 ME0365_MARKER: DB = BENCH MARK DISK
 ME0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0365_SP_SET: CULVERT
 ME0365_STAMPING: Q 176 1946
 ME0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME0438 ***********************************************************************
 ME0438  DESIGNATION -  Q 177
 ME0438  PID         -  ME0438
 ME0438  STATE/COUNTY-  IN/KOSCIUSKO
 ME0438  USGS QUAD   -  AKRON (1994)
 ME0438
 ME0438                         *CURRENT SURVEY CONTROL
 ME0438  ___________________________________________________________________
 ME0438* NAD 83(1986)-  41 04 15.     (N)    086 00 29.     (W)     SCALED    
 ME0438* NAVD 88     -       268.713  (meters)     881.60   (feet)  ADJUSTED  
 ME0438  ___________________________________________________________________
 ME0438  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 ME0438  DYNAMIC HT  -         268.594 (meters)     881.21  (feet)  COMP
 ME0438  MODELED GRAV-     980,173.3   (mgal)                       NAVD 88
 ME0438
 ME0438  VERT ORDER  -  SECOND    CLASS 0
 ME0438
 ME0438.The horizontal coordinates were scaled from a topographic map and have
 ME0438.an estimated accuracy of +/- 6 seconds.
 ME0438
 ME0438.The orthometric height was determined by differential leveling
 ME0438.and adjusted by the National Geodetic Survey in June 1991..
 ME0438
 ME0438.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0438.See file dsdata.txt to determine how the superseded data were derived.
 ME0438
 ME0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL833470(NAD 83)
 ME0438_MARKER: DB = BENCH MARK DISK
 ME0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0438_STAMPING: Q 177 1946
 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 = OCTOBER  6, 2006
 ME0435 ***********************************************************************
 ME0435  DESIGNATION -  Q 178
 ME0435  PID         -  ME0435
 ME0435  STATE/COUNTY-  IN/KOSCIUSKO
 ME0435  USGS QUAD   -  MENTONE (1994)
 ME0435
 ME0435                         *CURRENT SURVEY CONTROL
 ME0435  ___________________________________________________________________
 ME0435* NAD 83(1986)-  41 07 45.     (N)    086 02 17.     (W)     SCALED    
 ME0435* NAVD 88     -       265.322  (meters)     870.48   (feet)  ADJUSTED  
 ME0435  ___________________________________________________________________
 ME0435  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 ME0435  DYNAMIC HT  -         265.207 (meters)     870.10  (feet)  COMP
 ME0435  MODELED GRAV-     980,182.9   (mgal)                       NAVD 88
 ME0435
 ME0435  VERT ORDER  -  SECOND    CLASS 0
 ME0435
 ME0435.The horizontal coordinates were scaled from a topographic map and have
 ME0435.an estimated accuracy of +/- 6 seconds.
 ME0435
 ME0435.The orthometric height was determined by differential leveling
 ME0435.and adjusted by the National Geodetic Survey in June 1991..
 ME0435
 ME0435.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0435.See file dsdata.txt to determine how the superseded data were derived.
 ME0435
 ME0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL807535(NAD 83)
 ME0435_MARKER: DB = BENCH MARK DISK
 ME0435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0435_SP_SET: CULVERT
 ME0435_STAMPING: Q 178 1946
 ME0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0250 ***********************************************************************
 LB0250  DESIGNATION -  Q 179
 LB0250  PID         -  LB0250
 LB0250  STATE/COUNTY-  IN/MIAMI
 LB0250  USGS QUAD   -  DEEDSVILLE (1992)
 LB0250
 LB0250                         *CURRENT SURVEY CONTROL
 LB0250  ___________________________________________________________________
 LB0250* NAD 83(1986)-  40 56 10.     (N)    086 01 39.     (W)     SCALED    
 LB0250* NAVD 88     -       264.968  (meters)     869.32   (feet)  ADJUSTED  
 LB0250  ___________________________________________________________________
 LB0250  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 LB0250  DYNAMIC HT  -         264.845 (meters)     868.91  (feet)  COMP
 LB0250  MODELED GRAV-     980,154.5   (mgal)                       NAVD 88
 LB0250
 LB0250  VERT ORDER  -  SECOND    CLASS 0
 LB0250
 LB0250.The horizontal coordinates were scaled from a topographic map and have
 LB0250.an estimated accuracy of +/- 6 seconds.
 LB0250
 LB0250.The orthometric height was determined by differential leveling
 LB0250.and adjusted by the National Geodetic Survey in June 1991..
 LB0250
 LB0250.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0250.See file dsdata.txt to determine how the superseded data were derived.
 LB0250
 LB0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL818321(NAD 83)
 LB0250_MARKER: DB = BENCH MARK DISK
 LB0250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0250_SP_SET: CONCRETE GATE POST
 LB0250_STAMPING: Q 179 1946
 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 = OCTOBER  6, 2006
 ME0869 ***********************************************************************
 ME0869  DESIGNATION -  Q 18
 ME0869  PID         -  ME0869
 ME0869  STATE/COUNTY-  IN/LA PORTE
 ME0869  USGS QUAD   -  MICHIGAN CITY WEST (1980)
 ME0869
 ME0869                         *CURRENT SURVEY CONTROL
 ME0869  ___________________________________________________________________
 ME0869* NAD 83(1986)-  41 41 46.     (N)    086 54 37.     (W)     SCALED    
 ME0869* NAVD 88     -       189.410  (meters)     621.42   (feet)  ADJUSTED  
 ME0869  ___________________________________________________________________
 ME0869  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0869  DYNAMIC HT  -         189.341 (meters)     621.20  (feet)  COMP
 ME0869  MODELED GRAV-     980,253.6   (mgal)                       NAVD 88
 ME0869
 ME0869  VERT ORDER  -  SECOND    CLASS 0
 ME0869
 ME0869.The horizontal coordinates were scaled from a topographic map and have
 ME0869.an estimated accuracy of +/- 6 seconds.
 ME0869
 ME0869.The orthometric height was determined by differential leveling
 ME0869.and adjusted by the National Geodetic Survey in June 1991..
 ME0869
 ME0869.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0869.See file dsdata.txt to determine how the superseded data were derived.
 ME0869
 ME0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM074160(NAD 83)
 ME0869_MARKER: DB = BENCH MARK DISK
 ME0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0869_STAMPING: Q 18 1934
 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 = OCTOBER  6, 2006
 LB0205 ***********************************************************************
 LB0205  DESIGNATION -  Q 180
 LB0205  PID         -  LB0205
 LB0205  STATE/COUNTY-  IN/MIAMI
 LB0205  USGS QUAD   -  DEEDSVILLE (1992)
 LB0205
 LB0205                         *CURRENT SURVEY CONTROL
 LB0205  ___________________________________________________________________
 LB0205* NAD 83(1986)-  40 58 05.     (N)    086 06 50.     (W)     SCALED    
 LB0205* NAVD 88     -       260.814  (meters)     855.69   (feet)  ADJUSTED  
 LB0205  ___________________________________________________________________
 LB0205  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 LB0205  DYNAMIC HT  -         260.695 (meters)     855.30  (feet)  COMP
 LB0205  MODELED GRAV-     980,161.2   (mgal)                       NAVD 88
 LB0205
 LB0205  VERT ORDER  -  SECOND    CLASS 0
 LB0205
 LB0205.The horizontal coordinates were scaled from a topographic map and have
 LB0205.an estimated accuracy of +/- 6 seconds.
 LB0205
 LB0205.The orthometric height was determined by differential leveling
 LB0205.and adjusted by the National Geodetic Survey in June 1991..
 LB0205
 LB0205.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0205.See file dsdata.txt to determine how the superseded data were derived.
 LB0205
 LB0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL745355(NAD 83)
 LB0205_MARKER: DB = BENCH MARK DISK
 LB0205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0205_SP_SET: CONCRETE CORNER POST
 LB0205_STAMPING: Q 180 1946
 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 = OCTOBER  6, 2006
 LB0174 ***********************************************************************
 LB0174  DESIGNATION -  Q 181
 LB0174  PID         -  LB0174
 LB0174  STATE/COUNTY-  IN/CASS
 LB0174  USGS QUAD   -  MACY (1994)
 LB0174
 LB0174                         *CURRENT SURVEY CONTROL
 LB0174  ___________________________________________________________________
 LB0174* NAD 83(1986)-  40 54 09.     (N)    086 14 33.     (W)     SCALED    
 LB0174* NAVD 88     -       249.556  (meters)     818.75   (feet)  ADJUSTED  
 LB0174  ___________________________________________________________________
 LB0174  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 LB0174  DYNAMIC HT  -         249.443 (meters)     818.38  (feet)  COMP
 LB0174  MODELED GRAV-     980,167.5   (mgal)                       NAVD 88
 LB0174
 LB0174  VERT ORDER  -  SECOND    CLASS 0
 LB0174
 LB0174.The horizontal coordinates were scaled from a topographic map and have
 LB0174.an estimated accuracy of +/- 6 seconds.
 LB0174
 LB0174.The orthometric height was determined by differential leveling
 LB0174.and adjusted by the National Geodetic Survey in June 1991..
 LB0174
 LB0174.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0174.See file dsdata.txt to determine how the superseded data were derived.
 LB0174
 LB0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL638282(NAD 83)
 LB0174_MARKER: DB = BENCH MARK DISK
 LB0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0174_STAMPING: Q 181 1946
 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 = OCTOBER  6, 2006
 LA1641 ***********************************************************************
 LA1641  DESIGNATION -  Q 182
 LA1641  PID         -  LA1641
 LA1641  STATE/COUNTY-  IN/WABASH
 LA1641  USGS QUAD   -  WABASH (1994)
 LA1641
 LA1641                         *CURRENT SURVEY CONTROL
 LA1641  ___________________________________________________________________
 LA1641* NAD 83(1986)-  40 49 32.     (N)    085 47 54.     (W)     SCALED    
 LA1641* NAVD 88     -       240.855  (meters)     790.21   (feet)  ADJUSTED  
 LA1641  ___________________________________________________________________
 LA1641  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 LA1641  DYNAMIC HT  -         240.741 (meters)     789.83  (feet)  COMP
 LA1641  MODELED GRAV-     980,146.3   (mgal)                       NAVD 88
 LA1641
 LA1641  VERT ORDER  -  FIRST     CLASS II
 LA1641
 LA1641.The horizontal coordinates were scaled from a topographic map and have
 LA1641.an estimated accuracy of +/- 6 seconds.
 LA1641
 LA1641.The orthometric height was determined by differential leveling
 LA1641.and adjusted by the National Geodetic Survey in June 1991..
 LA1641
 LA1641.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1641.See file dsdata.txt to determine how the superseded data were derived.
 LA1641
 LA1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL013200(NAD 83)
 LA1641_MARKER: DB = BENCH MARK DISK
 LA1641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1641_SP_SET: CULVERT
 LA1641_STAMPING: Q 182 1946
 LA1641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0162 ***********************************************************************
 LB0162  DESIGNATION -  Q 183
 LB0162  PID         -  LB0162
 LB0162  STATE/COUNTY-  IN/MIAMI
 LB0162  USGS QUAD   -  PERU (1992)
 LB0162
 LB0162                         *CURRENT SURVEY CONTROL
 LB0162  ___________________________________________________________________
 LB0162* NAD 83(1986)-  40 51 59.     (N)    086 03 17.     (W)     SCALED    
 LB0162* NAVD 88     -       218.649  (meters)     717.35   (feet)  ADJUSTED  
 LB0162  ___________________________________________________________________
 LB0162  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 LB0162  DYNAMIC HT  -         218.546 (meters)     717.01  (feet)  COMP
 LB0162  MODELED GRAV-     980,149.9   (mgal)                       NAVD 88
 LB0162
 LB0162  VERT ORDER  -  SECOND    CLASS 0
 LB0162
 LB0162.The horizontal coordinates were scaled from a topographic map and have
 LB0162.an estimated accuracy of +/- 6 seconds.
 LB0162
 LB0162.The orthometric height was determined by differential leveling
 LB0162.and adjusted by the National Geodetic Survey in June 1991..
 LB0162
 LB0162.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0162.See file dsdata.txt to determine how the superseded data were derived.
 LB0162
 LB0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL796243(NAD 83)
 LB0162_MARKER: DB = BENCH MARK DISK
 LB0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0162_STAMPING: Q 183 1946
 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 = OCTOBER  6, 2006
 MD1261 ***********************************************************************
 MD1261  DESIGNATION -  Q 184
 MD1261  PID         -  MD1261
 MD1261  STATE/COUNTY-  IN/KOSCIUSKO
 MD1261  USGS QUAD   -  ATWOOD (1994)
 MD1261
 MD1261                         *CURRENT SURVEY CONTROL
 MD1261  ___________________________________________________________________
 MD1261* NAD 83(1986)-  41 15 04.     (N)    085 56 29.     (W)     SCALED    
 MD1261* NAVD 88     -       245.359  (meters)     804.98   (feet)  ADJUSTED  
 MD1261  ___________________________________________________________________
 MD1261  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MD1261  DYNAMIC HT  -         245.256 (meters)     804.64  (feet)  COMP
 MD1261  MODELED GRAV-     980,198.3   (mgal)                       NAVD 88
 MD1261
 MD1261  VERT ORDER  -  FIRST     CLASS I
 MD1261
 MD1261.The horizontal coordinates were scaled from a topographic map and have
 MD1261.an estimated accuracy of +/- 6 seconds.
 MD1261
 MD1261.The orthometric height was determined by differential leveling
 MD1261.and adjusted by the National Geodetic Survey in June 1991..
 MD1261
 MD1261.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1261.See file dsdata.txt to determine how the superseded data were derived.
 MD1261
 MD1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL886671(NAD 83)
 MD1261_MARKER: DB = BENCH MARK DISK
 MD1261_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1261_SP_SET: BRIDGE
 MD1261_STAMPING: Q 184 1946
 MD1261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1261
 MD1261  HISTORY     - Date     Condition        Report By
 MD1261  HISTORY     - 1946     MONUMENTED       CGS
 MD1261  HISTORY     - 1968     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 LA1321 ***********************************************************************
 LA1321  DESIGNATION -  Q 185
 LA1321  PID         -  LA1321
 LA1321  STATE/COUNTY-  IN/GRANT
 LA1321  USGS QUAD   -  FAIRMOUNT (1994)
 LA1321
 LA1321                         *CURRENT SURVEY CONTROL
 LA1321  ___________________________________________________________________
 LA1321* NAD 83(1986)-  40 27 09.     (N)    085 38 03.     (W)     SCALED    
 LA1321* NAVD 88     -       262.558  (meters)     861.41   (feet)  ADJUSTED  
 LA1321  ___________________________________________________________________
 LA1321  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 LA1321  DYNAMIC HT  -         262.424 (meters)     860.97  (feet)  COMP
 LA1321  MODELED GRAV-     980,106.6   (mgal)                       NAVD 88
 LA1321
 LA1321  VERT ORDER  -  FIRST     CLASS II
 LA1321
 LA1321.The horizontal coordinates were scaled from a topographic map and have
 LA1321.an estimated accuracy of +/- 6 seconds.
 LA1321
 LA1321.The orthometric height was determined by differential leveling
 LA1321.and adjusted by the National Geodetic Survey in June 1991..
 LA1321
 LA1321.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1321.See file dsdata.txt to determine how the superseded data were derived.
 LA1321
 LA1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK158788(NAD 83)
 LA1321_MARKER: DB = BENCH MARK DISK
 LA1321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1321_SP_SET: CULVERT
 LA1321_STAMPING: Q 185 1946
 LA1321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 MD1098 ***********************************************************************
 MD1098  DESIGNATION -  Q 186
 MD1098  PID         -  MD1098
 MD1098  STATE/COUNTY-  IN/KOSCIUSKO
 MD1098  USGS QUAD   -  SOUTH WHITLEY WEST (1994)
 MD1098
 MD1098                         *CURRENT SURVEY CONTROL
 MD1098  ___________________________________________________________________
 MD1098* NAD 83(1986)-  41 06 12.     (N)    085 42 19.     (W)     SCALED    
 MD1098* NAVD 88     -       263.504  (meters)     864.51   (feet)  ADJUSTED  
 MD1098  ___________________________________________________________________
 MD1098  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 MD1098  DYNAMIC HT  -         263.389 (meters)     864.14  (feet)  COMP
 MD1098  MODELED GRAV-     980,180.4   (mgal)                       NAVD 88
 MD1098
 MD1098  VERT ORDER  -  SECOND    CLASS 0
 MD1098
 MD1098.The horizontal coordinates were scaled from a topographic map and have
 MD1098.an estimated accuracy of +/- 6 seconds.
 MD1098
 MD1098.The orthometric height was determined by differential leveling
 MD1098.and adjusted by the National Geodetic Survey in June 1991..
 MD1098
 MD1098.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1098.See file dsdata.txt to determine how the superseded data were derived.
 MD1098
 MD1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL087510(NAD 83)
 MD1098_MARKER: DB = BENCH MARK DISK
 MD1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1098_STAMPING: Q 186 1946
 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 = OCTOBER  6, 2006
 LA1714 ***********************************************************************
 LA1714  DESIGNATION -  Q 187
 LA1714  PID         -  LA1714
 LA1714  STATE/COUNTY-  IN/HUNTINGTON
 LA1714  USGS QUAD   -  SERVIA (1994)
 LA1714
 LA1714                         *CURRENT SURVEY CONTROL
 LA1714  ___________________________________________________________________
 LA1714* NAD 83(1997)-  40 54 53.34976(N)    085 38 30.66012(W)     ADJUSTED  
 LA1714* NAVD 88     -       254.509  (meters)     835.00   (feet)  ADJUSTED  
 LA1714  ___________________________________________________________________
 LA1714  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 LA1714  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 LA1714  DYNAMIC HT  -         254.390 (meters)     834.61  (feet)  COMP
 LA1714  MODELED GRAV-     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
 LA1714.and adjusted by the National Geodetic Survey in June 1991..
 LA1714
 LA1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA1714
 LA1714.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996540  x   0.99996672  =   0.99993213
 LA1714!UTM  16      -   0.99996540  x   0.99976100  =   0.99972641
 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)          835.41   (f) ADJ UNCH    2 0
 LA1714
 LA1714.Superseded values are not recommended for survey control.
 LA1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1714.See file dsdata.txt to determine how the superseded data were derived.
 LA1714
 LA1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1437130189(NAD 83)
 LA1714_MARKER: DB = BENCH MARK DISK
 LA1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1714_STAMPING: Q 187 1946
 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 = OCTOBER  6, 2006
 LA0897 ***********************************************************************
 LA0897  DESIGNATION -  Q 188
 LA0897  PID         -  LA0897
 LA0897  STATE/COUNTY-  IN/HUNTINGTON
 LA0897  USGS QUAD   -  ZANESVILLE (1972)
 LA0897
 LA0897                         *CURRENT SURVEY CONTROL
 LA0897  ___________________________________________________________________
 LA0897* NAD 83(1986)-  40 54 12.     (N)    085 20 20.     (W)     SCALED    
 LA0897* NAVD 88     -       235.334  (meters)     772.09   (feet)  ADJUSTED  
 LA0897  ___________________________________________________________________
 LA0897  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 LA0897  DYNAMIC HT  -         235.226 (meters)     771.74  (feet)  COMP
 LA0897  MODELED GRAV-     980,161.8   (mgal)                       NAVD 88
 LA0897
 LA0897  VERT ORDER  -  SECOND    CLASS 0
 LA0897
 LA0897.The horizontal coordinates were scaled from a topographic map and have
 LA0897.an estimated accuracy of +/- 6 seconds.
 LA0897
 LA0897.The orthometric height was determined by differential leveling
 LA0897.and adjusted by the National Geodetic Survey in June 1991..
 LA0897
 LA0897.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0897.See file dsdata.txt to determine how the superseded data were derived.
 LA0897
 LA0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL399293(NAD 83)
 LA0897_MARKER: DB = BENCH MARK DISK
 LA0897_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0897_SP_SET: BRIDGE
 LA0897_STAMPING: Q 188 1946
 LA0897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0897
 LA0897  HISTORY     - Date     Condition        Report By
 LA0897  HISTORY     - 1946     MONUMENTED       CGS
 LA0897  HISTORY     - 1965     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1965
 LA0897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0886 ***********************************************************************
 LA0886  DESIGNATION -  Q 189
 LA0886  PID         -  LA0886
 LA0886  STATE/COUNTY-  IN/ALLEN
 LA0886  USGS QUAD   -  ZANESVILLE (1972)
 LA0886
 LA0886                         *CURRENT SURVEY CONTROL
 LA0886  ___________________________________________________________________
 LA0886* NAD 83(1986)-  40 58 28.     (N)    085 15 46.     (W)     SCALED    
 LA0886* NAVD 88     -       250.455  (meters)     821.70   (feet)  ADJUSTED  
 LA0886  ___________________________________________________________________
 LA0886  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LA0886  DYNAMIC HT  -         250.347 (meters)     821.35  (feet)  COMP
 LA0886  MODELED GRAV-     980,186.4   (mgal)                       NAVD 88
 LA0886
 LA0886  VERT ORDER  -  SECOND    CLASS 0
 LA0886
 LA0886.The horizontal coordinates were scaled from a topographic map and have
 LA0886.an estimated accuracy of +/- 6 seconds.
 LA0886
 LA0886.The orthometric height was determined by differential leveling
 LA0886.and adjusted by the National Geodetic Survey in June 1991..
 LA0886
 LA0886.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0886.See file dsdata.txt to determine how the superseded data were derived.
 LA0886
 LA0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL461373(NAD 83)
 LA0886_MARKER: DB = BENCH MARK DISK
 LA0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0886_STAMPING: Q 189 1946
 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             NGS
 LA0886
 LA0886                          STATION DESCRIPTION
 LA0886
 LA0886'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0276 ***********************************************************************
 LB0276  DESIGNATION -  Q 190
 LB0276  PID         -  LB0276
 LB0276  STATE/COUNTY-  IN/MIAMI
 LB0276  USGS QUAD   -  ONWARD (1994)
 LB0276
 LB0276                         *CURRENT SURVEY CONTROL
 LB0276  ___________________________________________________________________
 LB0276* NAD 83(1986)-  40 39 36.     (N)    086 08 31.     (W)     SCALED    
 LB0276* NAVD 88     -       243.677  (meters)     799.46   (feet)  ADJUSTED  
 LB0276  ___________________________________________________________________
 LB0276  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 LB0276  DYNAMIC HT  -         243.557 (meters)     799.07  (feet)  COMP
 LB0276  MODELED GRAV-     980,127.3   (mgal)                       NAVD 88
 LB0276
 LB0276  VERT ORDER  -  SECOND    CLASS 0
 LB0276
 LB0276.The horizontal coordinates were scaled from a topographic map and have
 LB0276.an estimated accuracy of +/- 6 seconds.
 LB0276
 LB0276.The orthometric height was determined by differential leveling
 LB0276.and adjusted by the National Geodetic Survey in June 1991..
 LB0276
 LB0276.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0276.See file dsdata.txt to determine how the superseded data were derived.
 LB0276
 LB0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL725013(NAD 83)
 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_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 = OCTOBER  6, 2006
 LA1882 ***********************************************************************
 LA1882  DESIGNATION -  Q 191
 LA1882  PID         -  LA1882
 LA1882  STATE/COUNTY-  IN/MIAMI
 LA1882  USGS QUAD   -  AMBOY (1994)
 LA1882
 LA1882                         *CURRENT SURVEY CONTROL
 LA1882  ___________________________________________________________________
 LA1882* NAD 83(1986)-  40 34 41.     (N)    085 52 57.     (W)     SCALED    
 LA1882* NAVD 88     -       253.518  (meters)     831.75   (feet)  ADJUSTED  
 LA1882  ___________________________________________________________________
 LA1882  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LA1882  DYNAMIC HT  -         253.389 (meters)     831.33  (feet)  COMP
 LA1882  MODELED GRAV-     980,112.4   (mgal)                       NAVD 88
 LA1882
 LA1882  VERT ORDER  -  SECOND    CLASS 0
 LA1882
 LA1882.The horizontal coordinates were scaled from a topographic map and have
 LA1882.an estimated accuracy of +/- 6 seconds.
 LA1882
 LA1882.The orthometric height was determined by differential leveling
 LA1882.and adjusted by the National Geodetic Survey in June 1991..
 LA1882
 LA1882.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1882.See file dsdata.txt to determine how the superseded data were derived.
 LA1882
 LA1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK945925(NAD 83)
 LA1882_MARKER: DB = BENCH MARK DISK
 LA1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1882_STAMPING: Q 191 1946
 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 = OCTOBER  6, 2006
 LA0749 ***********************************************************************
 LA0749  DESIGNATION -  Q 192
 LA0749  PID         -  LA0749
 LA0749  STATE/COUNTY-  IN/GRANT
 LA0749  USGS QUAD   -  VAN BUREN (1992)
 LA0749
 LA0749                         *CURRENT SURVEY CONTROL
 LA0749  ___________________________________________________________________
 LA0749* NAD 83(1986)-  40 36 36.     (N)    085 31 25.     (W)     SCALED    
 LA0749* NAVD 88     -       259.561  (meters)     851.58   (feet)  ADJUSTED  
 LA0749  ___________________________________________________________________
 LA0749  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 LA0749  DYNAMIC HT  -         259.430 (meters)     851.15  (feet)  COMP
 LA0749  MODELED GRAV-     980,114.6   (mgal)                       NAVD 88
 LA0749
 LA0749  VERT ORDER  -  SECOND    CLASS 0
 LA0749
 LA0749.The horizontal coordinates were scaled from a topographic map and have
 LA0749.an estimated accuracy of +/- 6 seconds.
 LA0749
 LA0749.The orthometric height was determined by differential leveling
 LA0749.and adjusted by the National Geodetic Survey in June 1991..
 LA0749
 LA0749.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0749.See file dsdata.txt to determine how the superseded data were derived.
 LA0749
 LA0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK248965(NAD 83)
 LA0749_MARKER: DB = BENCH MARK DISK
 LA0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0749_STAMPING: Q 192 1946
 LA0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0749+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 LA1296 ***********************************************************************
 LA1296  DESIGNATION -  Q 193
 LA1296  PID         -  LA1296
 LA1296  STATE/COUNTY-  IN/MADISON
 LA1296  USGS QUAD   -  ANDERSON NORTH (1994)
 LA1296
 LA1296                         *CURRENT SURVEY CONTROL
 LA1296  ___________________________________________________________________
 LA1296* NAD 83(1986)-  40 12 29.     (N)    085 40 52.     (W)     SCALED    
 LA1296* NAVD 88     -       269.663  (meters)     884.72   (feet)  ADJUSTED  
 LA1296  ___________________________________________________________________
 LA1296  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 LA1296  DYNAMIC HT  -         269.519 (meters)     884.25  (feet)  COMP
 LA1296  MODELED GRAV-     980,088.4   (mgal)                       NAVD 88
 LA1296
 LA1296  VERT ORDER  -  FIRST     CLASS II
 LA1296
 LA1296.The horizontal coordinates were scaled from a topographic map and have
 LA1296.an estimated accuracy of +/- 6 seconds.
 LA1296
 LA1296.The orthometric height was determined by differential leveling
 LA1296.and adjusted by the National Geodetic Survey in June 1991..
 LA1296
 LA1296.The geoid height was determined by GEOID03.
 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     -   550,620.       98,770.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1296.See file dsdata.txt to determine how the superseded data were derived.
 LA1296
 LA1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK122516(NAD 83)
 LA1296_MARKER: DB = BENCH MARK DISK
 LA1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1296_STAMPING: Q 193 1946
 LA1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1296+STABILITY: SURFACE MOTION
 LA1296
 LA1296  HISTORY     - Date     Condition        Report By
 LA1296  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1339 ***********************************************************************
 LA1339  DESIGNATION -  Q 194
 LA1339  PID         -  LA1339
 LA1339  STATE/COUNTY-  IN/HAMILTON
 LA1339  USGS QUAD   -  FRANKTON (1994)
 LA1339
 LA1339                         *CURRENT SURVEY CONTROL
 LA1339  ___________________________________________________________________
 LA1339* NAD 83(1986)-  40 09 47.     (N)    085 51 48.     (W)     SCALED    
 LA1339* NAVD 88     -       252.911  (meters)     829.76   (feet)  ADJUSTED  
 LA1339  ___________________________________________________________________
 LA1339  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 LA1339  DYNAMIC HT  -         252.775 (meters)     829.31  (feet)  COMP
 LA1339  MODELED GRAV-     980,083.0   (mgal)                       NAVD 88
 LA1339
 LA1339  VERT ORDER  -  SECOND    CLASS 0
 LA1339
 LA1339.The horizontal coordinates were scaled from a topographic map and have
 LA1339.an estimated accuracy of +/- 6 seconds.
 LA1339
 LA1339.The orthometric height was determined by differential leveling
 LA1339.and adjusted by the National Geodetic Survey in June 1991..
 LA1339
 LA1339.The geoid height was determined by GEOID03.
 LA1339
 LA1339.The dynamic height is computed by dividing the NAVD 88
 LA1339.geopotential number by the normal gravity value computed on the
 LA1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1339.degrees latitude (g = 980.6199 gals.).
 LA1339
 LA1339.The modeled gravity was interpolated from observed gravity values.
 LA1339
 LA1339;                    North         East    Units  Estimated Accuracy
 LA1339;SPC IN E     -   545,640.       83,250.      MT  (+/- 180 meters Scaled)
 LA1339
 LA1339                          SUPERSEDED SURVEY CONTROL
 LA1339
 LA1339  NGVD 29 (??/??/92)  253.044  (m)          830.20   (f) ADJ UNCH    2 0
 LA1339
 LA1339.Superseded values are not recommended for survey control.
 LA1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1339.See file dsdata.txt to determine how the superseded data were derived.
 LA1339
 LA1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK967464(NAD 83)
 LA1339_MARKER: DB = BENCH MARK DISK
 LA1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1339_STAMPING: Q 194 1946
 LA1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1339+STABILITY: SURFACE MOTION
 LA1339
 LA1339  HISTORY     - Date     Condition        Report By
 LA1339  HISTORY     - 1946     MONUMENTED       CGS
 LA1339
 LA1339                          STATION DESCRIPTION
 LA1339
 LA1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1339'1.4 MI N FROM PERKINSVILLE.
 LA1339'ABOUT 1.45 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE BRIDGE OVER
 LA1339'WEST FORK WHITE RIVER AT PERKINSVILLE, AT THE JUNCTION OF STATE
 LA1339'HIGHWAY 37, AND AN EAST-WEST GRAVEL ROAD, 50 FEET WEST OF THE
 LA1339'CENTER LINE OF THE PAVED HIGHWAY (37 AND 13), 22 FEET NORTH OF
 LA1339'THE CENTER LINE OF THE GRAVEL ROAD, 7.5 FEET NORTH OF A PIPE
 LA1339'FENCE CORNER POST, 1 FOOT EAST OF THE FENCE LINE, ABOUT 1.5 FEET
 LA1339'ABOVE THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA1339'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1372 ***********************************************************************
 LA1372  DESIGNATION -  Q 195
 LA1372  PID         -  LA1372
 LA1372  STATE/COUNTY-  IN/GRANT
 LA1372  USGS QUAD   -  POINT ISABEL (1994)
 LA1372
 LA1372                         *CURRENT SURVEY CONTROL
 LA1372  ___________________________________________________________________
 LA1372* NAD 83(1986)-  40 27 02.     (N)    085 49 27.     (W)     SCALED    
 LA1372* NAVD 88     -       264.713  (meters)     868.48   (feet)  ADJUSTED  
 LA1372  ___________________________________________________________________
 LA1372  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 LA1372  DYNAMIC HT  -         264.576 (meters)     868.03  (feet)  COMP
 LA1372  MODELED GRAV-     980,101.8   (mgal)                       NAVD 88
 LA1372
 LA1372  VERT ORDER  -  SECOND    CLASS 0
 LA1372
 LA1372.The horizontal coordinates were scaled from a topographic map and have
 LA1372.an estimated accuracy of +/- 6 seconds.
 LA1372
 LA1372.The orthometric height was determined by differential leveling
 LA1372.and adjusted by the National Geodetic Survey in June 1991..
 LA1372
 LA1372.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1372.See file dsdata.txt to determine how the superseded data were derived.
 LA1372
 LA1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK997784(NAD 83)
 LA1372_MARKER: DB = BENCH MARK DISK
 LA1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1372_STAMPING: Q 195 1946
 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 = OCTOBER  6, 2006
 MD0950 ***********************************************************************
 MD0950  DESIGNATION -  Q 197
 MD0950  PID         -  MD0950
 MD0950  STATE/COUNTY-  IN/ALLEN
 MD0950  USGS QUAD   -  CHURUBUSCO (1965)
 MD0950
 MD0950                         *CURRENT SURVEY CONTROL
 MD0950  ___________________________________________________________________
 MD0950* NAD 83(1986)-  41 14 18.     (N)    085 18 08.     (W)     SCALED    
 MD0950* NAVD 88     -       270.919  (meters)     888.84   (feet)  ADJUSTED  
 MD0950  ___________________________________________________________________
 MD0950  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MD0950  DYNAMIC HT  -         270.817 (meters)     888.51  (feet)  COMP
 MD0950  MODELED GRAV-     980,238.7   (mgal)                       NAVD 88
 MD0950
 MD0950  VERT ORDER  -  SECOND    CLASS 0
 MD0950
 MD0950.The horizontal coordinates were scaled from a topographic map and have
 MD0950.an estimated accuracy of +/- 6 seconds.
 MD0950
 MD0950.The orthometric height was determined by differential leveling
 MD0950.and adjusted by the National Geodetic Survey in June 1991..
 MD0950
 MD0950.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0950.See file dsdata.txt to determine how the superseded data were derived.
 MD0950
 MD0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL422666(NAD 83)
 MD0950_MARKER: DB = BENCH MARK DISK
 MD0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0950_STAMPING: Q 197 1946
 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             NGS
 MD0950
 MD0950                          STATION DESCRIPTION
 MD0950
 MD0950'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0331 ***********************************************************************
 MD0331  DESIGNATION -  Q 198
 MD0331  PID         -  MD0331
 MD0331  STATE/COUNTY-  IN/DE KALB
 MD0331  USGS QUAD   -  BUTLER WEST (1992)
 MD0331
 MD0331                         *CURRENT SURVEY CONTROL
 MD0331  ___________________________________________________________________
 MD0331* NAD 83(1986)-  41 25 38.     (N)    084 54 35.     (W)     SCALED    
 MD0331* NAVD 88     -       269.122  (meters)     882.94   (feet)  ADJUSTED  
 MD0331  ___________________________________________________________________
 MD0331  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MD0331  DYNAMIC HT  -         269.017 (meters)     882.60  (feet)  COMP
 MD0331  MODELED GRAV-     980,224.8   (mgal)                       NAVD 88
 MD0331
 MD0331  VERT ORDER  -  SECOND    CLASS 0
 MD0331
 MD0331.The horizontal coordinates were scaled from a topographic map and have
 MD0331.an estimated accuracy of +/- 6 seconds.
 MD0331
 MD0331.The orthometric height was determined by differential leveling
 MD0331.and adjusted by the National Geodetic Survey in June 1991..
 MD0331
 MD0331.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0331.See file dsdata.txt to determine how the superseded data were derived.
 MD0331
 MD0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL746882(NAD 83)
 MD0331_MARKER: DB = BENCH MARK DISK
 MD0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0331_STAMPING: Q 198 1946
 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             NGS
 MD0331
 MD0331                          STATION DESCRIPTION
 MD0331
 MD0331'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0451 ***********************************************************************
 MD0451  DESIGNATION -  Q 199
 MD0451  PID         -  MD0451
 MD0451  STATE/COUNTY-  IN/DE KALB
 MD0451  USGS QUAD   -  HICKSVILLE (1979)
 MD0451
 MD0451                         *CURRENT SURVEY CONTROL
 MD0451  ___________________________________________________________________
 MD0451* NAD 83(1986)-  41 20 07.     (N)    084 49 07.     (W)     SCALED    
 MD0451* NAVD 88     -       260.049  (meters)     853.18   (feet)  ADJUSTED  
 MD0451  ___________________________________________________________________
 MD0451  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MD0451  DYNAMIC HT  -         259.946 (meters)     852.84  (feet)  COMP
 MD0451  MODELED GRAV-     980,221.6   (mgal)                       NAVD 88
 MD0451
 MD0451  VERT ORDER  -  SECOND    CLASS 0
 MD0451
 MD0451.The horizontal coordinates were scaled from a topographic map and have
 MD0451.an estimated accuracy of +/- 6 seconds.
 MD0451
 MD0451.The orthometric height was determined by differential leveling
 MD0451.and adjusted by the National Geodetic Survey in June 1991..
 MD0451
 MD0451.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0451.See file dsdata.txt to determine how the superseded data were derived.
 MD0451
 MD0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL825782(NAD 83)
 MD0451_MARKER: DB = BENCH MARK DISK
 MD0451_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0451_SP_SET: CULVERT
 MD0451_STAMPING: Q 199 1946
 MD0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0451
 MD0451  HISTORY     - Date     Condition        Report By
 MD0451  HISTORY     - 1946     MONUMENTED       CGS
 MD0451  HISTORY     - 1962     GOOD             NGS
 MD0451
 MD0451                          STATION DESCRIPTION
 MD0451
 MD0451'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1377 ***********************************************************************
 MD1377  DESIGNATION -  Q 20
 MD1377  PID         -  MD1377
 MD1377  STATE/COUNTY-  IN/ELKHART
 MD1377  USGS QUAD   -  ELKHART (1994)
 MD1377
 MD1377                         *CURRENT SURVEY CONTROL
 MD1377  ___________________________________________________________________
 MD1377* NAD 83(1986)-  41 40 25.     (N)    085 59 06.     (W)     SCALED    
 MD1377* NAVD 88     -       229.444  (meters)     752.77   (feet)  ADJUSTED  
 MD1377  ___________________________________________________________________
 MD1377  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MD1377  DYNAMIC HT  -         229.355 (meters)     752.48  (feet)  COMP
 MD1377  MODELED GRAV-     980,227.2   (mgal)                       NAVD 88
 MD1377
 MD1377  VERT ORDER  -  SECOND    CLASS 0
 MD1377
 MD1377.The horizontal coordinates were scaled from a topographic map and have
 MD1377.an estimated accuracy of +/- 6 seconds.
 MD1377
 MD1377.The orthometric height was determined by differential leveling
 MD1377.and adjusted by the National Geodetic Survey in June 1991..
 MD1377
 MD1377.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1377.See file dsdata.txt to determine how the superseded data were derived.
 MD1377
 MD1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM844140(NAD 83)
 MD1377_MARKER: DB = BENCH MARK DISK
 MD1377_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1377_SP_SET: ABUTMENT
 MD1377_STAMPING: Q 20 1934
 MD1377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1377+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2004
 MD1377
 MD1377  HISTORY     - Date     Condition        Report By
 MD1377  HISTORY     - 1934     MONUMENTED       CGS
 MD1377  HISTORY     - 1946     GOOD             NGS
 MD1377  HISTORY     - 19930105 MARK NOT FOUND   NGS
 MD1377  HISTORY     - 20040621 GOOD             INDIV
 MD1377
 MD1377                          STATION DESCRIPTION
 MD1377
 MD1377'DESCRIBED BY NATIONAL 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0328 ***********************************************************************
 MD0328  DESIGNATION -  Q 200
 MD0328  PID         -  MD0328
 MD0328  STATE/COUNTY-  IN/DE KALB
 MD0328  USGS QUAD   -  BUTLER WEST (1992)
 MD0328
 MD0328                         *CURRENT SURVEY CONTROL
 MD0328  ___________________________________________________________________
 MD0328* NAD 83(1986)-  41 25 44.     (N)    084 56 53.     (W)     SCALED    
 MD0328* NAVD 88     -       270.036  (meters)     885.94   (feet)  ADJUSTED  
 MD0328  ___________________________________________________________________
 MD0328  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 MD0328  DYNAMIC HT  -         269.931 (meters)     885.60  (feet)  COMP
 MD0328  MODELED GRAV-     980,224.6   (mgal)                       NAVD 88
 MD0328
 MD0328  VERT ORDER  -  SECOND    CLASS 0
 MD0328
 MD0328.The horizontal coordinates were scaled from a topographic map and have
 MD0328.an estimated accuracy of +/- 6 seconds.
 MD0328
 MD0328.The orthometric height was determined by differential leveling
 MD0328.and adjusted by the National Geodetic Survey in June 1991..
 MD0328
 MD0328.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0328.See file dsdata.txt to determine how the superseded data were derived.
 MD0328
 MD0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL714884(NAD 83)
 MD0328_MARKER: DB = BENCH MARK DISK
 MD0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0328_STAMPING: Q 200 1946
 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 = OCTOBER  6, 2006
 MD0329 ***********************************************************************
 MD0329  DESIGNATION -  Q 200 RESET 1962
 MD0329  PID         -  MD0329
 MD0329  STATE/COUNTY-  IN/DE KALB
 MD0329  USGS QUAD   -  BUTLER WEST (1992)
 MD0329
 MD0329                         *CURRENT SURVEY CONTROL
 MD0329  ___________________________________________________________________
 MD0329* NAD 83(1986)-  41 25 44.     (N)    084 56 53.     (W)     SCALED    
 MD0329* NAVD 88     -       270.73   (meters)     888.2    (feet)  RESET     
 MD0329  ___________________________________________________________________
 MD0329  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 MD0329
 MD0329  VERT ORDER  -  THIRD
 MD0329
 MD0329.The horizontal coordinates were scaled from a topographic map and have
 MD0329.an estimated accuracy of +/- 6 seconds.
 MD0329
 MD0329.The orthometric height was computed from unverified reset data.
 MD0329
 MD0329.The geoid height was determined by GEOID03.
 MD0329
 MD0329;                    North         East    Units  Estimated Accuracy
 MD0329;SPC IN E     -   686,440.      160,070.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0329.See file dsdata.txt to determine how the superseded data were derived.
 MD0329
 MD0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL714884(NAD 83)
 MD0329_MARKER: DB = BENCH MARK DISK
 MD0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0329_STAMPING: Q 200 RESET 1962
 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 = OCTOBER  6, 2006
 MD0769 ***********************************************************************
 MD0769  DESIGNATION -  Q 201
 MD0769  PID         -  MD0769
 MD0769  STATE/COUNTY-  IN/ALLEN
 MD0769  USGS QUAD   -  FORT WAYNE EAST (1981)
 MD0769
 MD0769                         *CURRENT SURVEY CONTROL
 MD0769  ___________________________________________________________________
 MD0769* NAD 83(1986)-  41 05 46.     (N)    085 01 18.     (W)     SCALED    
 MD0769* NAVD 88     -       229.091  (meters)     751.61   (feet)  ADJUSTED  
 MD0769  ___________________________________________________________________
 MD0769  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 MD0769  DYNAMIC HT  -         228.999 (meters)     751.31  (feet)  COMP
 MD0769  MODELED GRAV-     980,215.4   (mgal)                       NAVD 88
 MD0769
 MD0769  VERT ORDER  -  SECOND    CLASS 0
 MD0769
 MD0769.The horizontal coordinates were scaled from a topographic map and have
 MD0769.an estimated accuracy of +/- 6 seconds.
 MD0769
 MD0769.The orthometric height was determined by differential leveling
 MD0769.and adjusted by the National Geodetic Survey in June 1991..
 MD0769
 MD0769.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0769.See file dsdata.txt to determine how the superseded data were derived.
 MD0769
 MD0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL661513(NAD 83)
 MD0769_MARKER: DB = BENCH MARK DISK
 MD0769_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0769_SP_SET: BRIDGE
 MD0769_STAMPING: Q 201 1946
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 LA1761 ***********************************************************************
 LA1761  DESIGNATION -  Q 202
 LA1761  PID         -  LA1761
 LA1761  STATE/COUNTY-  IN/HUNTINGTON
 LA1761  USGS QUAD   -  MOUNT ETNA (1994)
 LA1761
 LA1761                         *CURRENT SURVEY CONTROL
 LA1761  ___________________________________________________________________
 LA1761* NAD 83(1986)-  40 42 40.     (N)    085 30 26.     (W)     SCALED    
 LA1761* NAVD 88     -       255.410  (meters)     837.96   (feet)  ADJUSTED  
 LA1761  ___________________________________________________________________
 LA1761  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 LA1761  DYNAMIC HT  -         255.285 (meters)     837.55  (feet)  COMP
 LA1761  MODELED GRAV-     980,127.0   (mgal)                       NAVD 88
 LA1761
 LA1761  VERT ORDER  -  SECOND    CLASS 0
 LA1761
 LA1761.The horizontal coordinates were scaled from a topographic map and have
 LA1761.an estimated accuracy of +/- 6 seconds.
 LA1761
 LA1761.The orthometric height was determined by differential leveling
 LA1761.and adjusted by the National Geodetic Survey in June 1991..
 LA1761
 LA1761.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1761.See file dsdata.txt to determine how the superseded data were derived.
 LA1761
 LA1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL260077(NAD 83)
 LA1761_MARKER: DB = BENCH MARK DISK
 LA1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1761_STAMPING: Q 202 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1962
 LA1761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1741 ***********************************************************************
 LA1741  DESIGNATION -  Q 203
 LA1741  PID         -  LA1741
 LA1741  STATE/COUNTY-  IN/HUNTINGTON
 LA1741  USGS QUAD   -  ANDREWS (1994)
 LA1741
 LA1741                         *CURRENT SURVEY CONTROL
 LA1741  ___________________________________________________________________
 LA1741* NAD 83(1997)-  40 47 56.41690(N)    085 36 51.95661(W)     ADJUSTED  
 LA1741* NAVD 88     -       249.357  (meters)     818.10   (feet)  ADJUSTED  
 LA1741  ___________________________________________________________________
 LA1741  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 LA1741  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 LA1741  DYNAMIC HT  -         249.237 (meters)     817.71  (feet)  COMP
 LA1741  MODELED GRAV-     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
 LA1741.and adjusted by the National Geodetic Survey in June 1991..
 LA1741
 LA1741.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA1741
 LA1741.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996624  x   0.99996691  =   0.99993315
 LA1741!UTM  16      -   0.99996624  x   0.99976815  =   0.99973440
 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
 LA1741.Superseded values are not recommended for survey control.
 LA1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1741.See file dsdata.txt to determine how the superseded data were derived.
 LA1741
 LA1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL1688317369(NAD 83)
 LA1741_MARKER: DB = BENCH MARK DISK
 LA1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1741_STAMPING: Q 203 1946
 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 = OCTOBER  6, 2006
 LA1389 ***********************************************************************
 LA1389  DESIGNATION -  Q 204
 LA1389  PID         -  LA1389
 LA1389  STATE/COUNTY-  IN/TIPTON
 LA1389  USGS QUAD   -  GREENTOWN (1994)
 LA1389
 LA1389                         *CURRENT SURVEY CONTROL
 LA1389  ___________________________________________________________________
 LA1389* NAD 83(1986)-  40 22 39.     (N)    085 57 23.     (W)     SCALED    
 LA1389* NAVD 88     -       259.741  (meters)     852.17   (feet)  ADJUSTED  
 LA1389  ___________________________________________________________________
 LA1389  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LA1389  DYNAMIC HT  -         259.604 (meters)     851.72  (feet)  COMP
 LA1389  MODELED GRAV-     980,092.4   (mgal)                       NAVD 88
 LA1389
 LA1389  VERT ORDER  -  SECOND    CLASS 0
 LA1389
 LA1389.The horizontal coordinates were scaled from a topographic map and have
 LA1389.an estimated accuracy of +/- 6 seconds.
 LA1389
 LA1389.The orthometric height was determined by differential leveling
 LA1389.and adjusted by the National Geodetic Survey in June 1991..
 LA1389
 LA1389.The geoid height was determined by GEOID03.
 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     -   569,470.       75,400.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1389.See file dsdata.txt to determine how the superseded data were derived.
 LA1389
 LA1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK885701(NAD 83)
 LA1389_MARKER: DB = BENCH MARK DISK
 LA1389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1389_SP_SET: DRAIN BOX
 LA1389_STAMPING: Q 204 1946
 LA1389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1456 ***********************************************************************
 LA1456  DESIGNATION -  Q 206
 LA1456  PID         -  LA1456
 LA1456  STATE/COUNTY-  IN/MADISON
 LA1456  USGS QUAD   -  ELWOOD (1994)
 LA1456
 LA1456                         *CURRENT SURVEY CONTROL
 LA1456  ___________________________________________________________________
 LA1456* NAD 83(1986)-  40 16 39.     (N)    085 50 28.     (W)     SCALED    
 LA1456* NAVD 88     -       263.629  (meters)     864.92   (feet)  ADJUSTED  
 LA1456  ___________________________________________________________________
 LA1456  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 LA1456  DYNAMIC HT  -         263.490 (meters)     864.47  (feet)  COMP
 LA1456  MODELED GRAV-     980,089.3   (mgal)                       NAVD 88
 LA1456
 LA1456  VERT ORDER  -  SECOND    CLASS 0
 LA1456
 LA1456.The horizontal coordinates were scaled from a topographic map and have
 LA1456.an estimated accuracy of +/- 6 seconds.
 LA1456
 LA1456.The orthometric height was determined by differential leveling
 LA1456.and adjusted by the National Geodetic Survey in June 1991..
 LA1456
 LA1456.The geoid height was determined by GEOID03.
 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     -   558,340.       85,160.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1456.See file dsdata.txt to determine how the superseded data were derived.
 LA1456
 LA1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK985592(NAD 83)
 LA1456_MARKER: DB = BENCH MARK DISK
 LA1456_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1456_SP_SET: BUILDING
 LA1456_STAMPING: Q 206 1946
 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 = OCTOBER  6, 2006
 LB0529 ***********************************************************************
 LB0529  DESIGNATION -  Q 207
 LB0529  PID         -  LB0529
 LB0529  STATE/COUNTY-  IN/CLINTON
 LB0529  USGS QUAD   -  HILLISBURG (1977)
 LB0529
 LB0529                         *CURRENT SURVEY CONTROL
 LB0529  ___________________________________________________________________
 LB0529* NAD 83(1986)-  40 16 23.     (N)    086 18 02.     (W)     SCALED    
 LB0529* NAVD 88     -       283.075  (meters)     928.72   (feet)  ADJUSTED  
 LB0529  ___________________________________________________________________
 LB0529  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 LB0529  DYNAMIC HT  -         282.921 (meters)     928.22  (feet)  COMP
 LB0529  MODELED GRAV-     980,075.1   (mgal)                       NAVD 88
 LB0529
 LB0529  VERT ORDER  -  SECOND    CLASS 0
 LB0529
 LB0529.The horizontal coordinates were scaled from a topographic map and have
 LB0529.an estimated accuracy of +/- 6 seconds.
 LB0529
 LB0529.The orthometric height was determined by differential leveling
 LB0529.and adjusted by the National Geodetic Survey in June 1991..
 LB0529
 LB0529.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0529.See file dsdata.txt to determine how the superseded data were derived.
 LB0529
 LB0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK594582(NAD 83)
 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_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 = OCTOBER  6, 2006
 LA1562 ***********************************************************************
 LA1562  DESIGNATION -  Q 208
 LA1562  PID         -  LA1562
 LA1562  STATE/COUNTY-  IN/TIPTON
 LA1562  USGS QUAD   -  WINDFALL (1960)
 LA1562
 LA1562                         *CURRENT SURVEY CONTROL
 LA1562  ___________________________________________________________________
 LA1562* NAD 83(1986)-  40 21 46.     (N)    085 59 40.     (W)     SCALED    
 LA1562* NAVD 88     -       264.061  (meters)     866.34   (feet)  ADJUSTED  
 LA1562  ___________________________________________________________________
 LA1562  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LA1562  DYNAMIC HT  -         263.921 (meters)     865.88  (feet)  COMP
 LA1562  MODELED GRAV-     980,089.8   (mgal)                       NAVD 88
 LA1562
 LA1562  VERT ORDER  -  SECOND    CLASS 0
 LA1562
 LA1562.The horizontal coordinates were scaled from a topographic map and have
 LA1562.an estimated accuracy of +/- 6 seconds.
 LA1562
 LA1562.The orthometric height was determined by differential leveling
 LA1562.and adjusted by the National Geodetic Survey in June 1991..
 LA1562
 LA1562.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1562.See file dsdata.txt to determine how the superseded data were derived.
 LA1562
 LA1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK853685(NAD 83)
 LA1562_MARKER: DB = BENCH MARK DISK
 LA1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1562_STAMPING: Q 208 1946
 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 = OCTOBER  6, 2006
 LA1471 ***********************************************************************
 LA1471  DESIGNATION -  Q 209
 LA1471  PID         -  LA1471
 LA1471  STATE/COUNTY-  IN/HAMILTON
 LA1471  USGS QUAD   -  RIVERWOOD (1994)
 LA1471
 LA1471                         *CURRENT SURVEY CONTROL
 LA1471  ___________________________________________________________________
 LA1471* NAD 83(1986)-  40 07 25.     (N)    085 56 33.     (W)     SCALED    
 LA1471* NAVD 88     -       242.036  (meters)     794.08   (feet)  ADJUSTED  
 LA1471  ___________________________________________________________________
 LA1471  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 LA1471  DYNAMIC HT  -         241.907 (meters)     793.66  (feet)  COMP
 LA1471  MODELED GRAV-     980,083.1   (mgal)                       NAVD 88
 LA1471
 LA1471  VERT ORDER  -  SECOND    CLASS 0
 LA1471
 LA1471.The horizontal coordinates were scaled from a topographic map and have
 LA1471.an estimated accuracy of +/- 6 seconds.
 LA1471
 LA1471.The orthometric height was determined by differential leveling
 LA1471.and adjusted by the National Geodetic Survey in June 1991..
 LA1471
 LA1471.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1471.See file dsdata.txt to determine how the superseded data were derived.
 LA1471
 LA1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK901420(NAD 83)
 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_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 = OCTOBER  6, 2006
 MD0767 ***********************************************************************
 MD0767  DESIGNATION -  Q 21
 MD0767  PID         -  MD0767
 MD0767  STATE/COUNTY-  IN/DE KALB
 MD0767  USGS QUAD   -  WATERLOO (1979)
 MD0767
 MD0767                         *CURRENT SURVEY CONTROL
 MD0767  ___________________________________________________________________
 MD0767* NAD 83(1986)-  41 25 55.     (N)    085 01 29.     (W)     SCALED    
 MD0767* NAVD 88     -       278.662  (meters)     914.24   (feet)  ADJUSTED  
 MD0767  ___________________________________________________________________
 MD0767  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 MD0767  DYNAMIC HT  -         278.552 (meters)     913.88  (feet)  COMP
 MD0767  MODELED GRAV-     980,223.3   (mgal)                       NAVD 88
 MD0767
 MD0767  VERT ORDER  -  SECOND    CLASS 0
 MD0767
 MD0767.The horizontal coordinates were scaled from a topographic map and have
 MD0767.an estimated accuracy of +/- 6 seconds.
 MD0767
 MD0767.The orthometric height was determined by differential leveling
 MD0767.and adjusted by the National Geodetic Survey in June 1991..
 MD0767
 MD0767.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0767.See file dsdata.txt to determine how the superseded data were derived.
 MD0767
 MD0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL650885(NAD 83)
 MD0767_MARKER: DB = BENCH MARK DISK
 MD0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0767_STAMPING: Q 21 1934
 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             NGS
 MD0767  HISTORY     - 1963     MARK NOT FOUND   NGS
 MD0767
 MD0767                          STATION DESCRIPTION
 MD0767
 MD0767'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1963
 MD0767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0496 ***********************************************************************
 LB0496  DESIGNATION -  Q 210
 LB0496  PID         -  LB0496
 LB0496  STATE/COUNTY-  IN/TIPTON
 LB0496  USGS QUAD   -  KEMPTON (1980)
 LB0496
 LB0496                         *CURRENT SURVEY CONTROL
 LB0496  ___________________________________________________________________
 LB0496* NAD 83(1986)-  40 18 05.     (N)    086 13 37.     (W)     SCALED    
 LB0496* NAVD 88     -       280.144  (meters)     919.11   (feet)  ADJUSTED  
 LB0496  ___________________________________________________________________
 LB0496  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 LB0496  DYNAMIC HT  -         279.992 (meters)     918.61  (feet)  COMP
 LB0496  MODELED GRAV-     980,075.0   (mgal)                       NAVD 88
 LB0496
 LB0496  VERT ORDER  -  SECOND    CLASS 0
 LB0496
 LB0496.The horizontal coordinates were scaled from a topographic map and have
 LB0496.an estimated accuracy of +/- 6 seconds.
 LB0496
 LB0496.The orthometric height was determined by differential leveling
 LB0496.and adjusted by the National Geodetic Survey in June 1991..
 LB0496
 LB0496.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0496.See file dsdata.txt to determine how the superseded data were derived.
 LB0496
 LB0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK656614(NAD 83)
 LB0496_MARKER: DB = BENCH MARK DISK
 LB0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0496_STAMPING: Q 210 1946
 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 = OCTOBER  6, 2006
 LB0356 ***********************************************************************
 LB0356  DESIGNATION -  Q 211
 LB0356  PID         -  LB0356
 LB0356  STATE/COUNTY-  IN/TIPTON
 LB0356  USGS QUAD   -  KEMPTON (1980)
 LB0356
 LB0356                         *CURRENT SURVEY CONTROL
 LB0356  ___________________________________________________________________
 LB0356* NAD 83(1986)-  40 20 05.     (N)    086 07 37.     (W)     SCALED    
 LB0356* NAVD 88     -       273.458  (meters)     897.17   (feet)  ADJUSTED  
 LB0356  ___________________________________________________________________
 LB0356  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LB0356  DYNAMIC HT  -         273.311 (meters)     896.69  (feet)  COMP
 LB0356  MODELED GRAV-     980,080.7   (mgal)                       NAVD 88
 LB0356
 LB0356  VERT ORDER  -  SECOND    CLASS 0
 LB0356
 LB0356.The horizontal coordinates were scaled from a topographic map and have
 LB0356.an estimated accuracy of +/- 6 seconds.
 LB0356
 LB0356.The orthometric height was determined by differential leveling
 LB0356.and adjusted by the National Geodetic Survey in June 1991..
 LB0356
 LB0356.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0356.See file dsdata.txt to determine how the superseded data were derived.
 LB0356
 LB0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK741652(NAD 83)
 LB0356_MARKER: DB = BENCH MARK DISK
 LB0356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0356_SP_SET: CULVERT HEADWALL
 LB0356_STAMPING: Q 211 1946
 LB0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0358 ***********************************************************************
 LB0358  DESIGNATION -  Q 211 RESET 1960
 LB0358  PID         -  LB0358
 LB0358  STATE/COUNTY-  IN/TIPTON
 LB0358  USGS QUAD   -  KEMPTON (1980)
 LB0358
 LB0358                         *CURRENT SURVEY CONTROL
 LB0358  ___________________________________________________________________
 LB0358* NAD 83(1986)-  40 20 05.     (N)    086 07 37.     (W)     SCALED    
 LB0358* NAVD 88     -       273.54   (meters)     897.4    (feet)  RESET     
 LB0358  ___________________________________________________________________
 LB0358  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LB0358
 LB0358  VERT ORDER  -  THIRD
 LB0358
 LB0358.The horizontal coordinates were scaled from a topographic map and have
 LB0358.an estimated accuracy of +/- 6 seconds.
 LB0358
 LB0358.The orthometric height was computed from unverified reset data.
 LB0358
 LB0358.The geoid height was determined by GEOID03.
 LB0358
 LB0358;                    North         East    Units  Estimated Accuracy
 LB0358;SPC IN E     -   564,790.       60,890.      MT  (+/- 180 meters Scaled)
 LB0358
 LB0358                          SUPERSEDED SURVEY CONTROL
 LB0358
 LB0358.No superseded survey control is available for this station.
 LB0358
 LB0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK741652(NAD 83)
 LB0358_MARKER: DB = BENCH MARK DISK
 LB0358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0358_SP_SET: CULVERT WINGWALL
 LB0358_STAMPING: Q 211 RESET 1960
 LB0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1821 ***********************************************************************
 LA1821  DESIGNATION -  Q 212
 LA1821  PID         -  LA1821
 LA1821  STATE/COUNTY-  IN/WABASH
 LA1821  USGS QUAD   -  LA FONTAINE (1994)
 LA1821
 LA1821                         *CURRENT SURVEY CONTROL
 LA1821  ___________________________________________________________________
 LA1821* NAD 83(1986)-  40 44 22.     (N)    085 44 06.     (W)     SCALED    
 LA1821* NAVD 88     -       262.363  (meters)     860.77   (feet)  ADJUSTED  
 LA1821  ___________________________________________________________________
 LA1821  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 LA1821  DYNAMIC HT  -         262.236 (meters)     860.35  (feet)  COMP
 LA1821  MODELED GRAV-     980,134.7   (mgal)                       NAVD 88
 LA1821
 LA1821  VERT ORDER  -  SECOND    CLASS 0
 LA1821
 LA1821.The horizontal coordinates were scaled from a topographic map and have
 LA1821.an estimated accuracy of +/- 6 seconds.
 LA1821
 LA1821.The orthometric height was determined by differential leveling
 LA1821.and adjusted by the National Geodetic Survey in June 1991..
 LA1821
 LA1821.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1821.See file dsdata.txt to determine how the superseded data were derived.
 LA1821
 LA1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL068106(NAD 83)
 LA1821_MARKER: DB = BENCH MARK DISK
 LA1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1821_STAMPING: Q 212 1947
 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 = OCTOBER  6, 2006
 LA0984 ***********************************************************************
 LA0984  DESIGNATION -  Q 213
 LA0984  PID         -  LA0984
 LA0984  STATE/COUNTY-  IN/WELLS
 LA0984  USGS QUAD   -  LIBERTY CENTER (1962)
 LA0984
 LA0984                         *CURRENT SURVEY CONTROL
 LA0984  ___________________________________________________________________
 LA0984* NAD 83(1997)-  40 44 30.88089(N)    085 16 45.64137(W)     ADJUSTED  
 LA0984* NAVD 88     -       253.824  (meters)     832.75   (feet)  ADJUSTED  
 LA0984  ___________________________________________________________________
 LA0984  X           -     398,281.172 (meters)                     COMP
 LA0984  Y           -  -4,823,095.570 (meters)                     COMP
 LA0984  Z           -   4,140,893.649 (meters)                     COMP
 LA0984  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 LA0984  ELLIP HEIGHT-         219.93  (meters)          (03/12/98) GPS OBS
 LA0984  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 LA0984  DYNAMIC HT  -         253.701 (meters)     832.35  (feet)  COMP
 LA0984  MODELED GRAV-     980,135.0   (mgal)                       NAVD 88
 LA0984
 LA0984  HORZ ORDER  -  B
 LA0984  VERT ORDER  -  SECOND    CLASS 0
 LA0984  ELLP ORDER  -  FIRST     CLASS II
 LA0984
 LA0984.The horizontal coordinates were established by GPS observations
 LA0984.and adjusted by the National Geodetic Survey in March 1998..
 LA0984
 LA0984.The orthometric height was determined by differential leveling
 LA0984.and adjusted by the National Geodetic Survey in June 1991..
 LA0984
 LA0984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA0984
 LA0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA0984
 LA0984.The ellipsoidal height was determined by GPS observations
 LA0984.and is referenced to NAD 83.
 LA0984
 LA0984.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 LA0984;SPC IN E     -   609,970.208   132,713.124   MT  0.99997983   +0 15 10.0
 LA0984;SPC IN E     - 2,001,210.59    435,409.64   sFT  0.99997983   +0 15 10.0
 LA0984;UTM  16      - 4,511,531.345   645,276.010   MT  0.99985978   +1 07 23.5
 LA0984
 LA0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0984!SPC IN E     -   0.99996550  x   0.99997983  =   0.99994533
 LA0984!UTM  16      -   0.99996550  x   0.99985978  =   0.99982529
 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                                        1814536.1 |
 LA0984| CC7806 Q 213 RM 2                           29.179 METERS 20105     |
 LA0984|---------------------------------------------------------------------|
 LA0984
 LA0984                          SUPERSEDED SURVEY CONTROL
 LA0984
 LA0984  NAD 83(1995)-  40 44 30.88108(N)    085 16 45.65159(W) AD(       ) 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 (03/12/98)  253.82   (m)          832.7    (f) LEVELING    3  
 LA0984  NGVD 29 (??/??/92)  253.961  (m)          833.20   (f) ADJ UNCH    2 0
 LA0984
 LA0984.Superseded values are not recommended for survey control.
 LA0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0984.See file dsdata.txt to determine how the superseded data were derived.
 LA0984
 LA0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL4527611531(NAD 83)
 LA0984_MARKER: DS = TRIANGULATION STATION DISK
 LA0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0984_SP_SET: 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 - July 26, 1998
 LA0984
 LA0984  HISTORY     - Date     Condition        Report By
 LA0984  HISTORY     - 1947     MONUMENTED       CGS
 LA0984  HISTORY     - 1955     GOOD             CGS
 LA0984  HISTORY     - 19980726 GOOD             WOOLPT
 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.
 LA0984'IT IS 109 FEET SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAYS 124
 LA0984'AND 303, 13 FEET EAST OF A FENCE
 LA0984'CORNER AND 1 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
 LA0984'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
 LA0984'PROJECTS 4 INCHES AND THE DISK IS 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
 LA0984'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED BENCH MARK Q 213 NO 1
 LA0984'1947.
 LA0984'
 LA0984'REFERENCE MARK 2 IS 48 FEET EAST OF THE CENTER OF HIGHWAY 303 AND 21
 LA0984'FEET WEST OF A FENCE.  THE
 LA0984'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BENCH MARK Q 213 NO 2
 LA0984'1947.
 LA0984'
 LA0984'THE AZIMUTH MARK IS 39 FEET WEST OF HIGHWAY 303, 2 FEET NORTHWEST OF
 LA0984'A POWERLINE POLE AND 2 FEET
 LA0984'SOUTHEAST OF A 4 INCH X 4 INCH WHITE WITNESS POST.  THE MARK PROJECTS
 LA0984'6 INCHES AND THE DISK IS STAMPED BENCH MARK
 LA0984'Q 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0916 ***********************************************************************
 LA0916  DESIGNATION -  Q 214
 LA0916  PID         -  LA0916
 LA0916  STATE/COUNTY-  IN/WELLS
 LA0916  USGS QUAD   -  MONTPELIER (1962)
 LA0916
 LA0916                         *CURRENT SURVEY CONTROL
 LA0916  ___________________________________________________________________
 LA0916* NAD 83(1986)-  40 35 45.     (N)    085 22 19.     (W)     SCALED    
 LA0916* NAVD 88     -       259.387  (meters)     851.01   (feet)  ADJUSTED  
 LA0916  ___________________________________________________________________
 LA0916  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 LA0916  DYNAMIC HT  -         259.256 (meters)     850.58  (feet)  COMP
 LA0916  MODELED GRAV-     980,114.0   (mgal)                       NAVD 88
 LA0916
 LA0916  VERT ORDER  -  SECOND    CLASS 0
 LA0916
 LA0916.The horizontal coordinates were scaled from a topographic map and have
 LA0916.an estimated accuracy of +/- 6 seconds.
 LA0916
 LA0916.The orthometric height was determined by differential leveling
 LA0916.and adjusted by the National Geodetic Survey in June 1991..
 LA0916
 LA0916.The geoid height was determined by GEOID03.
 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     -   593,720.      124,950.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0916.See file dsdata.txt to determine how the superseded data were derived.
 LA0916
 LA0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK377951(NAD 83)
 LA0916_MARKER: DB = BENCH MARK DISK
 LA0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0916_STAMPING: Q-214 1947
 LA0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0916+STABILITY: SURFACE MOTION
 LA0916
 LA0916  HISTORY     - Date     Condition        Report By
 LA0916  HISTORY     - 1947     MONUMENTED       CGS
 LA0916  HISTORY     - 1968     GOOD             NGS
 LA0916
 LA0916                          STATION DESCRIPTION
 LA0916
 LA0916'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0930 ***********************************************************************
 LA0930  DESIGNATION -  Q 215
 LA0930  PID         -  LA0930
 LA0930  STATE/COUNTY-  IN/BLACKFORD
 LA0930  USGS QUAD   -  PETROLEUM (1962)
 LA0930
 LA0930                         *CURRENT SURVEY CONTROL
 LA0930  ___________________________________________________________________
 LA0930* NAD 83(1986)-  40 33 08.     (N)    085 14 23.     (W)     SCALED    
 LA0930* NAVD 88     -       264.080  (meters)     866.40   (feet)  ADJUSTED  
 LA0930  ___________________________________________________________________
 LA0930  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 LA0930  DYNAMIC HT  -         263.947 (meters)     865.97  (feet)  COMP
 LA0930  MODELED GRAV-     980,115.1   (mgal)                       NAVD 88
 LA0930
 LA0930  VERT ORDER  -  SECOND    CLASS 0
 LA0930
 LA0930.The horizontal coordinates were scaled from a topographic map and have
 LA0930.an estimated accuracy of +/- 6 seconds.
 LA0930
 LA0930.The orthometric height was determined by differential leveling
 LA0930.and adjusted by the National Geodetic Survey in June 1991..
 LA0930
 LA0930.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0930.See file dsdata.txt to determine how the superseded data were derived.
 LA0930
 LA0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK490905(NAD 83)
 LA0930_MARKER: DB = BENCH MARK DISK
 LA0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0930_STAMPING: Q 215 1947
 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 = OCTOBER  6, 2006
 LA0951 ***********************************************************************
 LA0951  DESIGNATION -  Q 216
 LA0951  PID         -  LA0951
 LA0951  STATE/COUNTY-  IN/WELLS
 LA0951  USGS QUAD   -  BLUFFTON (1988)
 LA0951
 LA0951                         *CURRENT SURVEY CONTROL
 LA0951  ___________________________________________________________________
 LA0951* NAD 83(1986)-  40 39 16.     (N)    085 10 59.     (W)     SCALED    
 LA0951* NAVD 88     -       259.926  (meters)     852.77   (feet)  ADJUSTED  
 LA0951  ___________________________________________________________________
 LA0951  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 LA0951  DYNAMIC HT  -         259.799 (meters)     852.36  (feet)  COMP
 LA0951  MODELED GRAV-     980,129.4   (mgal)                       NAVD 88
 LA0951
 LA0951  VERT ORDER  -  SECOND    CLASS 0
 LA0951
 LA0951.The horizontal coordinates were scaled from a topographic map and have
 LA0951.an estimated accuracy of +/- 6 seconds.
 LA0951
 LA0951.The orthometric height was determined by differential leveling
 LA0951.and adjusted by the National Geodetic Survey in June 1991..
 LA0951
 LA0951.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0951.See file dsdata.txt to determine how the superseded data were derived.
 LA0951
 LA0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL536019(NAD 83)
 LA0951_MARKER: DB = BENCH MARK DISK
 LA0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0951_STAMPING: Q 216 1947
 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             NGS
 LA0951
 LA0951                          STATION DESCRIPTION
 LA0951
 LA0951'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1230 ***********************************************************************
 LA1230  DESIGNATION -  Q 217
 LA1230  PID         -  LA1230
 LA1230  STATE/COUNTY-  IN/DELAWARE
 LA1230  USGS QUAD   -  WHEELING (1994)
 LA1230
 LA1230                         *CURRENT SURVEY CONTROL
 LA1230  ___________________________________________________________________
 LA1230* NAD 83(1986)-  40 18 22.     (N)    085 27 12.     (W)     SCALED    
 LA1230* NAVD 88     -       274.536  (meters)     900.71   (feet)  ADJUSTED  
 LA1230  ___________________________________________________________________
 LA1230  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 LA1230  DYNAMIC HT  -         274.393 (meters)     900.24  (feet)  COMP
 LA1230  MODELED GRAV-     980,099.2   (mgal)                       NAVD 88
 LA1230
 LA1230  VERT ORDER  -  SECOND    CLASS 0
 LA1230
 LA1230.The horizontal coordinates were scaled from a topographic map and have
 LA1230.an estimated accuracy of +/- 6 seconds.
 LA1230
 LA1230.The orthometric height was determined by differential leveling
 LA1230.and adjusted by the National Geodetic Survey in June 1991..
 LA1230
 LA1230.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1230.See file dsdata.txt to determine how the superseded data were derived.
 LA1230
 LA1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK314628(NAD 83)
 LA1230_MARKER: DB = BENCH MARK DISK
 LA1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1230_STAMPING: Q 217 1947
 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 = OCTOBER  6, 2006
 LA1514 ***********************************************************************
 LA1514  DESIGNATION -  Q 218
 LA1514  PID         -  LA1514
 LA1514  STATE/COUNTY-  IN/DELAWARE
 LA1514  USGS QUAD   -  GILMAN (1994)
 LA1514
 LA1514                         *CURRENT SURVEY CONTROL
 LA1514  ___________________________________________________________________
 LA1514* NAD 83(1986)-  40 08 58.     (N)    085 34 32.     (W)     SCALED    
 LA1514* NAVD 88     -       277.616  (meters)     910.81   (feet)  ADJUSTED  
 LA1514  ___________________________________________________________________
 LA1514  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 LA1514  DYNAMIC HT  -         277.469 (meters)     910.33  (feet)  COMP
 LA1514  MODELED GRAV-     980,086.5   (mgal)                       NAVD 88
 LA1514
 LA1514  VERT ORDER  -  SECOND    CLASS 0
 LA1514
 LA1514.The horizontal coordinates were scaled from a topographic map and have
 LA1514.an estimated accuracy of +/- 6 seconds.
 LA1514
 LA1514.The orthometric height was determined by differential leveling
 LA1514.and adjusted by the National Geodetic Survey in June 1991..
 LA1514
 LA1514.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1514.See file dsdata.txt to determine how the superseded data were derived.
 LA1514
 LA1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK213453(NAD 83)
 LA1514_MARKER: DB = BENCH MARK DISK
 LA1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1514_STAMPING: Q 218 1947
 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 = OCTOBER  6, 2006
 LA1175 ***********************************************************************
 LA1175  DESIGNATION -  Q 219
 LA1175  PID         -  LA1175
 LA1175  STATE/COUNTY-  IN/DELAWARE
 LA1175  USGS QUAD   -  EATON (1981)
 LA1175
 LA1175                         *CURRENT SURVEY CONTROL
 LA1175  ___________________________________________________________________
 LA1175* NAD 83(1986)-  40 16 08.     (N)    085 15 56.     (W)     SCALED    
 LA1175* NAVD 88     -       288.243  (meters)     945.68   (feet)  ADJUSTED  
 LA1175  ___________________________________________________________________
 LA1175  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 LA1175  DYNAMIC HT  -         288.092 (meters)     945.18  (feet)  COMP
 LA1175  MODELED GRAV-     980,093.1   (mgal)                       NAVD 88
 LA1175
 LA1175  VERT ORDER  -  SECOND    CLASS 0
 LA1175
 LA1175.The horizontal coordinates were scaled from a topographic map and have
 LA1175.an estimated accuracy of +/- 6 seconds.
 LA1175
 LA1175.The orthometric height was determined by differential leveling
 LA1175.and adjusted by the National Geodetic Survey in June 1991..
 LA1175
 LA1175.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1175.See file dsdata.txt to determine how the superseded data were derived.
 LA1175
 LA1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK474590(NAD 83)
 LA1175_MARKER: DB = BENCH MARK DISK
 LA1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1175_STAMPING: Q 219 1947
 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 = OCTOBER  6, 2006
 MD0694 ***********************************************************************
 MD0694  DESIGNATION -  Q 22
 MD0694  PID         -  MD0694
 MD0694  STATE/COUNTY-  IN/DE KALB
 MD0694  USGS QUAD   -  AUBURN (1981)
 MD0694
 MD0694                         *CURRENT SURVEY CONTROL
 MD0694  ___________________________________________________________________
 MD0694* NAD 83(1986)-  41 17 23.     (N)    085 07 29.     (W)     SCALED    
 MD0694* NAVD 88     -       261.412  (meters)     857.65   (feet)  ADJUSTED  
 MD0694  ___________________________________________________________________
 MD0694  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 MD0694  DYNAMIC HT  -         261.307 (meters)     857.30  (feet)  COMP
 MD0694  MODELED GRAV-     980,215.1   (mgal)                       NAVD 88
 MD0694
 MD0694  VERT ORDER  -  SECOND    CLASS 0
 MD0694
 MD0694.The horizontal coordinates were scaled from a topographic map and have
 MD0694.an estimated accuracy of +/- 6 seconds.
 MD0694
 MD0694.The orthometric height was determined by differential leveling
 MD0694.and adjusted by the National Geodetic Survey in June 1991..
 MD0694
 MD0694.The geoid height was determined by GEOID03.
 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     -   670,870.      145,400.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0694.See file dsdata.txt to determine how the superseded data were derived.
 MD0694
 MD0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL570726(NAD 83)
 MD0694_MARKER: DB = BENCH MARK DISK
 MD0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0694_STAMPING: Q 22 1934
 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             NGS
 MD0694  HISTORY     - 1964     GOOD             INHD
 MD0694
 MD0694                          STATION DESCRIPTION
 MD0694
 MD0694'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1045 ***********************************************************************
 LA1045  DESIGNATION -  Q 220
 LA1045  PID         -  LA1045
 LA1045  STATE/COUNTY-  IN/JAY
 LA1045  USGS QUAD   -  REDKEY (1981)
 LA1045
 LA1045                         *CURRENT SURVEY CONTROL
 LA1045  ___________________________________________________________________
 LA1045* NAD 83(1986)-  40 18 26.     (N)    085 08 55.     (W)     SCALED    
 LA1045* NAVD 88     -       300.139  (meters)     984.71   (feet)  ADJUSTED  
 LA1045  ___________________________________________________________________
 LA1045  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 LA1045  DYNAMIC HT  -         299.983 (meters)     984.19  (feet)  COMP
 LA1045  MODELED GRAV-     980,097.6   (mgal)                       NAVD 88
 LA1045
 LA1045  VERT ORDER  -  SECOND    CLASS 0
 LA1045
 LA1045.The horizontal coordinates were scaled from a topographic map and have
 LA1045.an estimated accuracy of +/- 6 seconds.
 LA1045
 LA1045.The orthometric height was determined by differential leveling
 LA1045.and adjusted by the National Geodetic Survey in June 1991..
 LA1045
 LA1045.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1045.See file dsdata.txt to determine how the superseded data were derived.
 LA1045
 LA1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK573635(NAD 83)
 LA1045_MARKER: DB = BENCH MARK DISK
 LA1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1045_STAMPING: Q 220 1947
 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 = OCTOBER  6, 2006
 LA0651 ***********************************************************************
 LA0651  DESIGNATION -  Q 221
 LA0651  PID         -  LA0651
 LA0651  STATE/COUNTY-  IN/ALLEN
 LA0651  USGS QUAD   -  HOAGLAND (1994)
 LA0651
 LA0651                         *CURRENT SURVEY CONTROL
 LA0651  ___________________________________________________________________
 LA0651* NAD 83(1986)-  40 58 40.     (N)    084 58 09.     (W)     SCALED    
 LA0651* NAVD 88     -       247.930  (meters)     813.42   (feet)  ADJUSTED  
 LA0651  ___________________________________________________________________
 LA0651  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 LA0651  DYNAMIC HT  -         247.827 (meters)     813.08  (feet)  COMP
 LA0651  MODELED GRAV-     980,200.1   (mgal)                       NAVD 88
 LA0651
 LA0651  VERT ORDER  -  SECOND    CLASS 0
 LA0651
 LA0651.The horizontal coordinates were scaled from a topographic map and have
 LA0651.an estimated accuracy of +/- 6 seconds.
 LA0651
 LA0651.The orthometric height was determined by differential leveling
 LA0651.and adjusted by the National Geodetic Survey in June 1991..
 LA0651
 LA0651.The geoid height was determined by GEOID03.
 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     -   636,330.      158,700.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0651.See file dsdata.txt to determine how the superseded data were derived.
 LA0651
 LA0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL708382(NAD 83)
 LA0651_MARKER: DB = BENCH MARK DISK
 LA0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0651_STAMPING: Q-221-1947
 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             NGS
 LA0651
 LA0651                          STATION DESCRIPTION
 LA0651
 LA0651'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0718 ***********************************************************************
 LA0718  DESIGNATION -  Q 222
 LA0718  PID         -  LA0718
 LA0718  STATE/COUNTY-  IN/ALLEN
 LA0718  USGS QUAD   -  DIXON (1994)
 LA0718
 LA0718                         *CURRENT SURVEY CONTROL
 LA0718  ___________________________________________________________________
 LA0718* NAD 83(1986)-  40 58 46.     (N)    084 52 05.     (W)     SCALED    
 LA0718* NAVD 88     -       237.450  (meters)     779.03   (feet)  ADJUSTED  
 LA0718  ___________________________________________________________________
 LA0718  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 LA0718  DYNAMIC HT  -         237.351 (meters)     778.71  (feet)  COMP
 LA0718  MODELED GRAV-     980,200.6   (mgal)                       NAVD 88
 LA0718
 LA0718  VERT ORDER  -  SECOND    CLASS 0
 LA0718
 LA0718.The horizontal coordinates were scaled from a topographic map and have
 LA0718.an estimated accuracy of +/- 6 seconds.
 LA0718
 LA0718.The orthometric height was determined by differential leveling
 LA0718.and adjusted by the National Geodetic Survey in June 1991..
 LA0718
 LA0718.The geoid height was determined by GEOID03.
 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     -   636,580.      167,210.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0718.See file dsdata.txt to determine how the superseded data were derived.
 LA0718
 LA0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL793386(NAD 83)
 LA0718_MARKER: DB = BENCH MARK DISK
 LA0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0718_STAMPING: Q 222 1947
 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 = OCTOBER  6, 2006
 LA0488 ***********************************************************************
 LA0488  DESIGNATION -  Q 223
 LA0488  PID         -  LA0488
 LA0488  STATE/COUNTY-  IN/ADAMS
 LA0488  USGS QUAD   -  DECATUR (1992)
 LA0488
 LA0488                         *CURRENT SURVEY CONTROL
 LA0488  ___________________________________________________________________
 LA0488* NAD 83(1986)-  40 49 36.     (N)    084 57 14.     (W)     SCALED    
 LA0488* NAVD 88     -       245.500  (meters)     805.44   (feet)  ADJUSTED  
 LA0488  ___________________________________________________________________
 LA0488  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 LA0488  DYNAMIC HT  -         245.391 (meters)     805.09  (feet)  COMP
 LA0488  MODELED GRAV-     980,174.5   (mgal)                       NAVD 88
 LA0488
 LA0488  VERT ORDER  -  SECOND    CLASS 0
 LA0488
 LA0488.The horizontal coordinates were scaled from a topographic map and have
 LA0488.an estimated accuracy of +/- 6 seconds.
 LA0488
 LA0488.The orthometric height was determined by differential leveling
 LA0488.and adjusted by the National Geodetic Survey in June 1991..
 LA0488
 LA0488.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0488.See file dsdata.txt to determine how the superseded data were derived.
 LA0488
 LA0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL725215(NAD 83)
 LA0488_MARKER: DB = BENCH MARK DISK
 LA0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0488_STAMPING: Q 223 1947
 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 = OCTOBER  6, 2006
 LA0734 ***********************************************************************
 LA0734  DESIGNATION -  Q 224
 LA0734  PID         -  LA0734
 LA0734  STATE/COUNTY-  IN/ADAMS
 LA0734  USGS QUAD   -  BERNE (1994)
 LA0734
 LA0734                         *CURRENT SURVEY CONTROL
 LA0734  ___________________________________________________________________
 LA0734* NAD 83(1986)-  40 44 40.     (N)    084 59 43.     (W)     SCALED    
 LA0734* NAVD 88     -       255.834  (meters)     839.35   (feet)  ADJUSTED  
 LA0734  ___________________________________________________________________
 LA0734  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 LA0734  DYNAMIC HT  -         255.716 (meters)     838.96  (feet)  COMP
 LA0734  MODELED GRAV-     980,157.0   (mgal)                       NAVD 88
 LA0734
 LA0734  VERT ORDER  -  SECOND    CLASS 0
 LA0734
 LA0734.The horizontal coordinates were scaled from a topographic map and have
 LA0734.an estimated accuracy of +/- 6 seconds.
 LA0734
 LA0734.The orthometric height was determined by differential leveling
 LA0734.and adjusted by the National Geodetic Survey in June 1991..
 LA0734
 LA0734.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0734.See file dsdata.txt to determine how the superseded data were derived.
 LA0734
 LA0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL692123(NAD 83)
 LA0734_MARKER: DB = BENCH MARK DISK
 LA0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0734_STAMPING: Q 224 1947
 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 = OCTOBER  6, 2006
 LA0629 ***********************************************************************
 LA0629  DESIGNATION -  Q 225
 LA0629  PID         -  LA0629
 LA0629  STATE/COUNTY-  IN/ADAMS
 LA0629  USGS QUAD   -  BERNE (1994)
 LA0629
 LA0629                         *CURRENT SURVEY CONTROL
 LA0629  ___________________________________________________________________
 LA0629* NAD 83(1986)-  40 42 57.     (N)    084 57 21.     (W)     SCALED    
 LA0629* NAVD 88     -       255.946  (meters)     839.72   (feet)  ADJUSTED  
 LA0629  ___________________________________________________________________
 LA0629  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 LA0629  DYNAMIC HT  -         255.828 (meters)     839.33  (feet)  COMP
 LA0629  MODELED GRAV-     980,155.7   (mgal)                       NAVD 88
 LA0629
 LA0629  VERT ORDER  -  SECOND    CLASS 0
 LA0629
 LA0629.The horizontal coordinates were scaled from a topographic map and have
 LA0629.an estimated accuracy of +/- 6 seconds.
 LA0629
 LA0629.The orthometric height was determined by differential leveling
 LA0629.and adjusted by the National Geodetic Survey in June 1991..
 LA0629
 LA0629.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0629.See file dsdata.txt to determine how the superseded data were derived.
 LA0629
 LA0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL726092(NAD 83)
 LA0629_MARKER: DB = BENCH MARK DISK
 LA0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0629_STAMPING: Q 225 1947
 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             NGS
 LA0629
 LA0629                          STATION DESCRIPTION
 LA0629
 LA0629'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0370 ***********************************************************************
 LA0370  DESIGNATION -  Q 226
 LA0370  PID         -  LA0370
 LA0370  STATE/COUNTY-  IN/JAY
 LA0370  USGS QUAD   -  PORTLAND (1992)
 LA0370
 LA0370                         *CURRENT SURVEY CONTROL
 LA0370  ___________________________________________________________________
 LA0370* NAD 83(1986)-  40 27 13.     (N)    084 59 27.     (W)     SCALED    
 LA0370* NAVD 88     -       281.069  (meters)     922.14   (feet)  ADJUSTED  
 LA0370  ___________________________________________________________________
 LA0370  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 LA0370  DYNAMIC HT  -         280.930 (meters)     921.68  (feet)  COMP
 LA0370  MODELED GRAV-     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 topographic map and have
 LA0370.an estimated accuracy of +/- 6 seconds.
 LA0370
 LA0370.The orthometric height was determined by differential leveling
 LA0370.and adjusted by the National Geodetic Survey in June 1991..
 LA0370
 LA0370.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0370.See file dsdata.txt to determine how the superseded data were derived.
 LA0370
 LA0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK703800(NAD 83)
 LA0370_MARKER: DB = BENCH MARK DISK
 LA0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0370_STAMPING: Q 226 1947
 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 = OCTOBER  6, 2006
 LA0826 ***********************************************************************
 LA0826  DESIGNATION -  Q 227
 LA0826  PID         -  LA0826
 LA0826  STATE/COUNTY-  IN/JAY
 LA0826  USGS QUAD   -  DOMESTIC (1992)
 LA0826
 LA0826                         *CURRENT SURVEY CONTROL
 LA0826  ___________________________________________________________________
 LA0826* NAD 83(1986)-  40 33 12.     (N)    085 06 25.     (W)     SCALED    
 LA0826* NAVD 88     -       266.898  (meters)     875.65   (feet)  ADJUSTED  
 LA0826  ___________________________________________________________________
 LA0826  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 LA0826  DYNAMIC HT  -         266.766 (meters)     875.21  (feet)  COMP
 LA0826  MODELED GRAV-     980,123.9   (mgal)                       NAVD 88
 LA0826
 LA0826  VERT ORDER  -  SECOND    CLASS 0
 LA0826
 LA0826.The horizontal coordinates were scaled from a topographic map and have
 LA0826.an estimated accuracy of +/- 6 seconds.
 LA0826
 LA0826.The orthometric height was determined by differential leveling
 LA0826.and adjusted by the National Geodetic Survey in June 1991..
 LA0826
 LA0826.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0826.See file dsdata.txt to determine how the superseded data were derived.
 LA0826
 LA0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK602908(NAD 83)
 LA0826_MARKER: DB = BENCH MARK DISK
 LA0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0826_STAMPING: Q 227 1947
 LA0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0826+STABILITY: SURFACE MOTION
 LA0826
 LA0826  HISTORY     - Date     Condition        Report By
 LA0826  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1170 ***********************************************************************
 JZ1170  DESIGNATION -  Q 228
 JZ1170  PID         -  JZ1170
 JZ1170  STATE/COUNTY-  IN/WAYNE
 JZ1170  USGS QUAD   -  WHITEWATER (1960)
 JZ1170
 JZ1170                         *CURRENT SURVEY CONTROL
 JZ1170  ___________________________________________________________________
 JZ1170* NAD 83(1986)-  39 57 57.     (N)    084 49 51.     (W)     SCALED    
 JZ1170* NAVD 88     -       359.760  (meters)    1180.31   (feet)  ADJUSTED  
 JZ1170  ___________________________________________________________________
 JZ1170  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JZ1170  DYNAMIC HT  -         359.553 (meters)    1179.63  (feet)  COMP
 JZ1170  MODELED GRAV-     980,039.7   (mgal)                       NAVD 88
 JZ1170
 JZ1170  VERT ORDER  -  SECOND    CLASS 0
 JZ1170
 JZ1170.The horizontal coordinates were scaled from a topographic map and have
 JZ1170.an estimated accuracy of +/- 6 seconds.
 JZ1170
 JZ1170.The orthometric height was determined by differential leveling
 JZ1170.and adjusted by the National Geodetic Survey in June 1991..
 JZ1170
 JZ1170.The geoid height was determined by GEOID03.
 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     -   524,060.      171,410.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1170.See file dsdata.txt to determine how the superseded data were derived.
 JZ1170
 JZ1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK852262(NAD 83)
 JZ1170_MARKER: DB = BENCH MARK DISK
 JZ1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1170_STAMPING: Q 228 1947
 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 = OCTOBER  6, 2006
 JZ1149 ***********************************************************************
 JZ1149  DESIGNATION -  Q 229
 JZ1149  PID         -  JZ1149
 JZ1149  STATE/COUNTY-  IN/WAYNE
 JZ1149  USGS QUAD   -  FOUNTAIN CITY (1960)
 JZ1149
 JZ1149                         *CURRENT SURVEY CONTROL
 JZ1149  ___________________________________________________________________
 JZ1149* NAD 83(1986)-  39 56 49.     (N)    084 59 47.     (W)     SCALED    
 JZ1149* NAVD 88     -       322.951  (meters)    1059.55   (feet)  ADJUSTED  
 JZ1149  ___________________________________________________________________
 JZ1149  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JZ1149  DYNAMIC HT  -         322.768 (meters)    1058.95  (feet)  COMP
 JZ1149  MODELED GRAV-     980,051.3   (mgal)                       NAVD 88
 JZ1149
 JZ1149  VERT ORDER  -  SECOND    CLASS 0
 JZ1149
 JZ1149.The horizontal coordinates were scaled from a topographic map and have
 JZ1149.an estimated accuracy of +/- 6 seconds.
 JZ1149
 JZ1149.The orthometric height was determined by differential leveling
 JZ1149.and adjusted by the National Geodetic Survey in June 1991..
 JZ1149
 JZ1149.The geoid height was determined by GEOID03.
 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     -   521,840.      157,280.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1149.See file dsdata.txt to determine how the superseded data were derived.
 JZ1149
 JZ1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK711237(NAD 83)
 JZ1149_MARKER: DB = BENCH MARK DISK
 JZ1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1149_STAMPING: Q 229 1947
 JZ1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1149+STABILITY: SURFACE MOTION
 JZ1149_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1149+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2003
 JZ1149
 JZ1149  HISTORY     - Date     Condition        Report By
 JZ1149  HISTORY     - 1947     MONUMENTED       CGS
 JZ1149  HISTORY     - 20030316 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0120 ***********************************************************************
 ME0120  DESIGNATION -  Q 23
 ME0120  PID         -  ME0120
 ME0120  STATE/COUNTY-  IN/ST JOSEPH
 ME0120  USGS QUAD   -  NORTH LIBERTY (1980)
 ME0120
 ME0120                         *CURRENT SURVEY CONTROL
 ME0120  ___________________________________________________________________
 ME0120* NAD 83(1986)-  41 31 56.     (N)    086 25 28.     (W)     SCALED    
 ME0120* NAVD 88     -       223.161  (meters)     732.15   (feet)  ADJUSTED  
 ME0120  ___________________________________________________________________
 ME0120  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0120  DYNAMIC HT  -         223.073 (meters)     731.87  (feet)  COMP
 ME0120  MODELED GRAV-     980,220.3   (mgal)                       NAVD 88
 ME0120
 ME0120  VERT ORDER  -  SECOND    CLASS 0
 ME0120
 ME0120.The horizontal coordinates were scaled from a topographic map and have
 ME0120.an estimated accuracy of +/- 6 seconds.
 ME0120
 ME0120.The orthometric height was determined by differential leveling
 ME0120.and adjusted by the National Geodetic Survey in June 1991..
 ME0120
 ME0120.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0120.See file dsdata.txt to determine how the superseded data were derived.
 ME0120
 ME0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL480980(NAD 83)
 ME0120_MARKER: DB = BENCH MARK DISK
 ME0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0120_STAMPING: Q 23 1934
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 JZ1733 ***********************************************************************
 JZ1733  DESIGNATION -  Q 230
 JZ1733  PID         -  JZ1733
 JZ1733  STATE/COUNTY-  IN/WAYNE
 JZ1733  USGS QUAD   -  GREENS FORK (1960)
 JZ1733
 JZ1733                         *CURRENT SURVEY CONTROL
 JZ1733  ___________________________________________________________________
 JZ1733* NAD 83(1986)-  39 57 41.     (N)    085 01 19.     (W)     SCALED    
 JZ1733* NAVD 88     -       349.868  (meters)    1147.86   (feet)  ADJUSTED  
 JZ1733  ___________________________________________________________________
 JZ1733  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JZ1733  DYNAMIC HT  -         349.671 (meters)    1147.21  (feet)  COMP
 JZ1733  MODELED GRAV-     980,054.5   (mgal)                       NAVD 88
 JZ1733
 JZ1733  VERT ORDER  -  SECOND    CLASS 0
 JZ1733
 JZ1733.The horizontal coordinates were scaled from a topographic map and have
 JZ1733.an estimated accuracy of +/- 6 seconds.
 JZ1733
 JZ1733.The orthometric height was determined by differential leveling
 JZ1733.and adjusted by the National Geodetic Survey in June 1991..
 JZ1733
 JZ1733.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1733.See file dsdata.txt to determine how the superseded data were derived.
 JZ1733
 JZ1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK689253(NAD 83)
 JZ1733_MARKER: DB = BENCH MARK DISK
 JZ1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1733_STAMPING: Q 230 1947
 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 = OCTOBER  6, 2006
 LA1066 ***********************************************************************
 LA1066  DESIGNATION -  Q 231
 LA1066  PID         -  LA1066
 LA1066  STATE/COUNTY-  IN/JAY
 LA1066  USGS QUAD   -  RIDGEVILLE (1994)
 LA1066
 LA1066                         *CURRENT SURVEY CONTROL
 LA1066  ___________________________________________________________________
 LA1066* NAD 83(1986)-  40 19 24.     (N)    085 02 43.     (W)     SCALED    
 LA1066* NAVD 88     -       303.573  (meters)     995.97   (feet)  ADJUSTED  
 LA1066  ___________________________________________________________________
 LA1066  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 LA1066  DYNAMIC HT  -         303.417 (meters)     995.46  (feet)  COMP
 LA1066  MODELED GRAV-     980,103.7   (mgal)                       NAVD 88
 LA1066
 LA1066  VERT ORDER  -  SECOND    CLASS 0
 LA1066
 LA1066.The horizontal coordinates were scaled from a topographic map and have
 LA1066.an estimated accuracy of +/- 6 seconds.
 LA1066
 LA1066.The orthometric height was determined by differential leveling
 LA1066.and adjusted by the National Geodetic Survey in June 1991..
 LA1066
 LA1066.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1066.See file dsdata.txt to determine how the superseded data were derived.
 LA1066
 LA1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK660654(NAD 83)
 LA1066_MARKER: DB = BENCH MARK DISK
 LA1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1066_STAMPING: Q 231 1947
 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 = OCTOBER  6, 2006
 LA0400 ***********************************************************************
 LA0400  DESIGNATION -  Q 232
 LA0400  PID         -  LA0400
 LA0400  STATE/COUNTY-  IN/RANDOLPH
 LA0400  USGS QUAD   -  WINCHESTER (1994)
 LA0400
 LA0400                         *CURRENT SURVEY CONTROL
 LA0400  ___________________________________________________________________
 LA0400* NAD 83(1986)-  40 13 19.     (N)    084 58 32.     (W)     SCALED    
 LA0400* NAVD 88     -       321.653  (meters)    1055.29   (feet)  ADJUSTED  
 LA0400  ___________________________________________________________________
 LA0400  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 LA0400  DYNAMIC HT  -         321.484 (meters)    1054.74  (feet)  COMP
 LA0400  MODELED GRAV-     980,091.2   (mgal)                       NAVD 88
 LA0400
 LA0400  VERT ORDER  -  SECOND    CLASS 0
 LA0400
 LA0400.The horizontal coordinates were scaled from a topographic map and have
 LA0400.an estimated accuracy of +/- 6 seconds.
 LA0400
 LA0400.The orthometric height was determined by differential leveling
 LA0400.and adjusted by the National Geodetic Survey in June 1991..
 LA0400
 LA0400.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0400.See file dsdata.txt to determine how the superseded data were derived.
 LA0400
 LA0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK722543(NAD 83)
 LA0400_MARKER: DB = BENCH MARK DISK
 LA0400_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0400_SP_SET: CULVERT
 LA0400_STAMPING: Q 232 1947
 LA0400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA0401 ***********************************************************************
 LA0401  DESIGNATION -  Q 232 RESET 1965
 LA0401  PID         -  LA0401
 LA0401  STATE/COUNTY-  IN/RANDOLPH
 LA0401  USGS QUAD   -  WINCHESTER (1994)
 LA0401
 LA0401                         *CURRENT SURVEY CONTROL
 LA0401  ___________________________________________________________________
 LA0401* NAD 83(1986)-  40 13 19.     (N)    084 58 32.     (W)     SCALED    
 LA0401* NAVD 88     -       321.21   (meters)    1053.8    (feet)  RESET     
 LA0401  ___________________________________________________________________
 LA0401  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 LA0401
 LA0401  VERT ORDER  -  THIRD
 LA0401
 LA0401.The horizontal coordinates were scaled from a topographic map and have
 LA0401.an estimated accuracy of +/- 6 seconds.
 LA0401
 LA0401.The orthometric height was computed from unverified reset data.
 LA0401
 LA0401.The geoid height was determined by GEOID03.
 LA0401
 LA0401;                    North         East    Units  Estimated Accuracy
 LA0401;SPC IN E     -   552,390.      158,820.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0401.See file dsdata.txt to determine how the superseded data were derived.
 LA0401
 LA0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK722543(NAD 83)
 LA0401_MARKER: DD = SURVEY DISK
 LA0401_SETTING: 0 = UNSPECIFIED SETTING
 LA0401_STAMPING: Q 232 RESET 1965
 LA0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME0954 ***********************************************************************
 ME0954  DESIGNATION -  Q 233
 ME0954  PID         -  ME0954
 ME0954  STATE/COUNTY-  IN/LAKE
 ME0954  USGS QUAD   -  HIGHLAND (1991)
 ME0954
 ME0954                         *CURRENT SURVEY CONTROL
 ME0954  ___________________________________________________________________
 ME0954* NAD 83(1986)-  41 36 33.     (N)    087 28 50.     (W)     SCALED    
 ME0954* NAVD 88     -       181.247  (meters)     594.64   (feet)  ADJUSTED  
 ME0954  ___________________________________________________________________
 ME0954  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME0954  DYNAMIC HT  -         181.180 (meters)     594.42  (feet)  COMP
 ME0954  MODELED GRAV-     980,251.6   (mgal)                       NAVD 88
 ME0954
 ME0954  VERT ORDER  -  FIRST     CLASS II
 ME0954
 ME0954.The horizontal coordinates were scaled from a topographic map and have
 ME0954.an estimated accuracy of +/- 6 seconds.
 ME0954
 ME0954.The orthometric height was determined by differential leveling
 ME0954.and adjusted by the National Geodetic Survey in June 1991..
 ME0954
 ME0954.The geoid height was determined by GEOID03.
 ME0954
 ME0954.The dynamic height is computed by dividing the NAVD 88
 ME0954.geopotential number by the normal gravity value computed on the
 ME0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0954.degrees latitude (g = 980.6199 gals.).
 ME0954
 ME0954.The modeled gravity was interpolated from observed gravity values.
 ME0954
 ME0954;                    North         East    Units  Estimated Accuracy
 ME0954;SPC IN W     -   706,290.      866,890.      MT  (+/- 180 meters Scaled)
 ME0954
 ME0954                          SUPERSEDED SURVEY CONTROL
 ME0954
 ME0954  NGVD 29 (??/??/92)  181.353  (m)          594.99   (f) ADJ UNCH    1 2
 ME0954
 ME0954.Superseded values are not recommended for survey control.
 ME0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0954.See file dsdata.txt to determine how the superseded data were derived.
 ME0954
 ME0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM599064(NAD 83)
 ME0954_MARKER: DB = BENCH MARK DISK
 ME0954_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0954_SP_SET: BRIDGE
 ME0954_STAMPING: Q 233 1947
 ME0954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0954
 ME0954  HISTORY     - Date     Condition        Report By
 ME0954  HISTORY     - 1947     MONUMENTED       CGS
 ME0954
 ME0954                          STATION DESCRIPTION
 ME0954
 ME0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME0954'AT HAMMOND.
 ME0954'AT HAMMOND, IN THE SOUTHWEST QUARTER OF THE INTERSECTION OF
 ME0954'INDIANAPOLIS BLVD. AND MICHIGAN STREET, SET IN THE TOP OF THE
 ME0954'NORTH END OF THE WEST CONCRETE RAILING AT THE NORTH APPROACH
 ME0954'TO THE OVER HEAD BRIDGE OF INDIANAPOLIS BLVD. OVER THE GIBSON
 ME0954'FREIGHT YARDS, 26 FEET WEST OF THE CENTER LINE OF INDIANAPOLIS
 ME0954'BLVD, 250 FEET SOUTH OF THE CENTER LINE OF MICHIGAN STREET, AND
 ME0954'3 FEET ABOVE THE BLVD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1279 ***********************************************************************
 LA1279  DESIGNATION -  Q 234
 LA1279  PID         -  LA1279
 LA1279  STATE/COUNTY-  IN/MADISON
 LA1279  USGS QUAD   -  ANDERSON SOUTH (1994)
 LA1279
 LA1279                         *CURRENT SURVEY CONTROL
 LA1279  ___________________________________________________________________
 LA1279* NAD 83(1986)-  40 05 29.     (N)    085 42 03.     (W)     SCALED    
 LA1279* NAVD 88     -       266.457  (meters)     874.20   (feet)  ADJUSTED  
 LA1279  ___________________________________________________________________
 LA1279  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 LA1279  DYNAMIC HT  -         266.311 (meters)     873.72  (feet)  COMP
 LA1279  MODELED GRAV-     980,073.0   (mgal)                       NAVD 88
 LA1279
 LA1279  VERT ORDER  -  FIRST     CLASS II
 LA1279
 LA1279.The horizontal coordinates were scaled from a topographic map and have
 LA1279.an estimated accuracy of +/- 6 seconds.
 LA1279
 LA1279.The orthometric height was determined by differential leveling
 LA1279.and adjusted by the National Geodetic Survey in June 1991..
 LA1279
 LA1279.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1279.See file dsdata.txt to determine how the superseded data were derived.
 LA1279
 LA1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK107387(NAD 83)
 LA1279_MARKER: DB = BENCH MARK DISK
 LA1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1279_STAMPING: Q 234 1947
 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 = OCTOBER  6, 2006
 KA0289 ***********************************************************************
 KA0289  DESIGNATION -  Q 235
 KA0289  PID         -  KA0289
 KA0289  STATE/COUNTY-  IN/MARION
 KA0289  USGS QUAD   -  INDIANAPOLIS EAST (1980)
 KA0289
 KA0289                         *CURRENT SURVEY CONTROL
 KA0289  ___________________________________________________________________
 KA0289* NAD 83(1986)-  39 49 31.     (N)    086 03 26.     (W)     SCALED    
 KA0289* NAVD 88     -       257.582  (meters)     845.08   (feet)  ADJUSTED  
 KA0289  ___________________________________________________________________
 KA0289  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KA0289  DYNAMIC HT  -         257.438 (meters)     844.61  (feet)  COMP
 KA0289  MODELED GRAV-     980,059.8   (mgal)                       NAVD 88
 KA0289
 KA0289  VERT ORDER  -  FIRST     CLASS II
 KA0289
 KA0289.The horizontal coordinates were scaled from a topographic map and have
 KA0289.an estimated accuracy of +/- 6 seconds.
 KA0289
 KA0289.The orthometric height was determined by differential leveling
 KA0289.and adjusted by the National Geodetic Survey in June 1991..
 KA0289
 KA0289.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0289.See file dsdata.txt to determine how the superseded data were derived.
 KA0289
 KA0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK806087(NAD 83)
 KA0289_MARKER: DB = BENCH MARK DISK
 KA0289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0289_SP_SET: CULVERT
 KA0289_STAMPING: Q 235 1947
 KA0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ2321 ***********************************************************************
 JZ2321  DESIGNATION -  Q 236
 JZ2321  PID         -  JZ2321
 JZ2321  STATE/COUNTY-  IN/HAMILTON
 JZ2321  USGS QUAD   -  MC CORDSVILLE (1984)
 JZ2321
 JZ2321                         *CURRENT SURVEY CONTROL
 JZ2321  ___________________________________________________________________
 JZ2321* NAD 83(1986)-  39 58 19.     (N)    085 56 19.     (W)     SCALED    
 JZ2321* NAVD 88     -       249.879  (meters)     819.81   (feet)  ADJUSTED  
 JZ2321  ___________________________________________________________________
 JZ2321  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ2321  DYNAMIC HT  -         249.742 (meters)     819.36  (feet)  COMP
 JZ2321  MODELED GRAV-     980,068.2   (mgal)                       NAVD 88
 JZ2321
 JZ2321  VERT ORDER  -  SECOND    CLASS 0
 JZ2321
 JZ2321.The horizontal coordinates were scaled from a topographic map and have
 JZ2321.an estimated accuracy of +/- 6 seconds.
 JZ2321
 JZ2321.The orthometric height was determined by differential leveling
 JZ2321.and adjusted by the National Geodetic Survey in June 1991..
 JZ2321
 JZ2321.The geoid height was determined by GEOID03.
 JZ2321
 JZ2321.The dynamic height is computed by dividing the NAVD 88
 JZ2321.geopotential number by the normal gravity value computed on the
 JZ2321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2321.degrees latitude (g = 980.6199 gals.).
 JZ2321
 JZ2321.The modeled gravity was interpolated from observed gravity values.
 JZ2321
 JZ2321;                    North         East    Units  Estimated Accuracy
 JZ2321;SPC IN E     -   524,440.       76,770.      MT  (+/- 180 meters Scaled)
 JZ2321
 JZ2321                          SUPERSEDED SURVEY CONTROL
 JZ2321
 JZ2321  NGVD 29 (??/??/92)  250.012  (m)          820.25   (f) ADJ UNCH    2 0
 JZ2321
 JZ2321.Superseded values are not recommended for survey control.
 JZ2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2321.See file dsdata.txt to determine how the superseded data were derived.
 JZ2321
 JZ2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK906251(NAD 83)
 JZ2321_MARKER: DB = BENCH MARK DISK
 JZ2321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2321_SP_SET: CONCRETE POST
 JZ2321_STAMPING: Q 236 1947
 JZ2321_MARK LOGO: CGS   
 JZ2321_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2321+STABILITY: SURFACE MOTION
 JZ2321
 JZ2321  HISTORY     - Date     Condition        Report By
 JZ2321  HISTORY     - 1947     MONUMENTED       CGS
 JZ2321  HISTORY     - 19880802 GOOD             LOCENG
 JZ2321
 JZ2321                          STATION DESCRIPTION
 JZ2321
 JZ2321'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ2321'1.1 MI W FROM OLIO.
 JZ2321'ABOUT 1.1 MILES WEST ALONG A GRAVEL ROAD FROM THE BAPTIST CHURCH
 JZ2321'AND CROSSROADS AT OLIO, ABOUT 0.15 MILE EAST OF A GRAVEL CROSS
 JZ2321'ROAD, AT A FARM OWNED BY W.F. LOWE, 52 FEET NORTHEAST OF THE
 JZ2321'NORTHEAST CORNER OF THE HOUSE, 90 FEET EAST OF THE CENTER LINE
 JZ2321'OF THE DRIVE TO THE HOUSE, 39 FEET WEST OF A TELEPHONE POLE, 15.5
 JZ2321'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH OF THE
 JZ2321'FENCE LINE, 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ2321'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ2321'PROJECTING 5 INCHES.
 JZ2321
 JZ2321                          STATION RECOVERY (1988)
 JZ2321
 JZ2321'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 JZ2321'1.1 MILES (1.8 KM) WEST ALONG PAVED ROAD (126TH STREET) FROM JUNCTION
 JZ2321'OF 126TH ST. AND OLIO ROAD, FROM CENTER OF DRIVEWAY OF RESIDENCE OF
 JZ2321'THOMAS ALLIN JR., 66 FEET (20.1 M) EAST FROM CENTERLINE OF 126TH ST.,
 JZ2321'14 FEET (4.3 M) SOUTH, ABOUT LEVEL WITH ROAD SURFACE, IN TOP OF
 JZ2321'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.  NO WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1580 ***********************************************************************
 LA1580  DESIGNATION -  Q 237
 LA1580  PID         -  LA1580
 LA1580  STATE/COUNTY-  IN/HAMILTON
 LA1580  USGS QUAD   -  RIVERWOOD (1994)
 LA1580
 LA1580                         *CURRENT SURVEY CONTROL
 LA1580  ___________________________________________________________________
 LA1580* NAD 83(1986)-  40 01 32.     (N)    085 59 58.     (W)     SCALED    
 LA1580* NAVD 88     -       237.294  (meters)     778.52   (feet)  ADJUSTED  
 LA1580  ___________________________________________________________________
 LA1580  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 LA1580  DYNAMIC HT  -         237.164 (meters)     778.10  (feet)  COMP
 LA1580  MODELED GRAV-     980,072.1   (mgal)                       NAVD 88
 LA1580
 LA1580  VERT ORDER  -  SECOND    CLASS 0
 LA1580
 LA1580.The horizontal coordinates were scaled from a topographic map and have
 LA1580.an estimated accuracy of +/- 6 seconds.
 LA1580
 LA1580.The orthometric height was determined by differential leveling
 LA1580.and adjusted by the National Geodetic Survey in June 1991..
 LA1580
 LA1580.The geoid height was determined by GEOID03.
 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     -   530,410.       71,590.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1580.See file dsdata.txt to determine how the superseded data were derived.
 LA1580
 LA1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK853310(NAD 83)
 LA1580_MARKER: DB = BENCH MARK DISK
 LA1580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1580_SP_SET: CULVERT
 LA1580_STAMPING: Q 237 1947
 LA1580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1580
 LA1580  HISTORY     - Date     Condition        Report By
 LA1580  HISTORY     - 1947     MONUMENTED       CGS
 LA1580  HISTORY     - 19950928 MARK NOT FOUND   USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2346 ***********************************************************************
 JZ2346  DESIGNATION -  Q 238
 JZ2346  PID         -  JZ2346
 JZ2346  STATE/COUNTY-  IN/SHELBY
 JZ2346  USGS QUAD   -  BOGGSTOWN (1993)
 JZ2346
 JZ2346                         *CURRENT SURVEY CONTROL
 JZ2346  ___________________________________________________________________
 JZ2346* NAD 83(1986)-  39 36 30.     (N)    085 53 47.     (W)     SCALED    
 JZ2346* NAVD 88     -       237.942  (meters)     780.65   (feet)  ADJUSTED  
 JZ2346  ___________________________________________________________________
 JZ2346  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 JZ2346  DYNAMIC HT  -         237.807 (meters)     780.21  (feet)  COMP
 JZ2346  MODELED GRAV-     980,053.9   (mgal)                       NAVD 88
 JZ2346
 JZ2346  VERT ORDER  -  FIRST     CLASS II
 JZ2346
 JZ2346.The horizontal coordinates were scaled from a topographic map and have
 JZ2346.an estimated accuracy of +/- 6 seconds.
 JZ2346
 JZ2346.The orthometric height was determined by differential leveling
 JZ2346.and adjusted by the National Geodetic Survey in June 1991..
 JZ2346
 JZ2346.The geoid height was determined by GEOID03.
 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     -   484,060.       80,270.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2346.See file dsdata.txt to determine how the superseded data were derived.
 JZ2346
 JZ2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ947848(NAD 83)
 JZ2346_MARKER: DB = BENCH MARK DISK
 JZ2346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2346_STAMPING: Q 238 1947
 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 = OCTOBER  6, 2006
 JZ2548 ***********************************************************************
 JZ2548  DESIGNATION -  Q 239
 JZ2548  PID         -  JZ2548
 JZ2548  STATE/COUNTY-  IN/SHELBY
 JZ2548  USGS QUAD   -  MORRISTOWN (1956)
 JZ2548
 JZ2548                         *CURRENT SURVEY CONTROL
 JZ2548  ___________________________________________________________________
 JZ2548* NAD 83(1986)-  39 40 25.     (N)    085 42 04.     (W)     SCALED    
 JZ2548* NAVD 88     -       252.967  (meters)     829.94   (feet)  ADJUSTED  
 JZ2548  ___________________________________________________________________
 JZ2548  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ2548  DYNAMIC HT  -         252.820 (meters)     829.46  (feet)  COMP
 JZ2548  MODELED GRAV-     980,038.0   (mgal)                       NAVD 88
 JZ2548
 JZ2548  VERT ORDER  -  SECOND    CLASS 0
 JZ2548
 JZ2548.The horizontal coordinates were scaled from a topographic map and have
 JZ2548.an estimated accuracy of +/- 6 seconds.
 JZ2548
 JZ2548.The orthometric height was determined by differential leveling
 JZ2548.and adjusted by the National Geodetic Survey in June 1991..
 JZ2548
 JZ2548.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2548.See file dsdata.txt to determine how the superseded data were derived.
 JZ2548
 JZ2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ114923(NAD 83)
 JZ2548_MARKER: DB = BENCH MARK DISK
 JZ2548_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2548_SP_SET: BUILDING
 JZ2548_STAMPING: Q 239 1947
 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 = OCTOBER  6, 2006
 JZ2444 ***********************************************************************
 JZ2444  DESIGNATION -  Q 240
 JZ2444  PID         -  JZ2444
 JZ2444  STATE/COUNTY-  IN/HANCOCK
 JZ2444  USGS QUAD   -  PENDLETON (1966)
 JZ2444
 JZ2444                         *CURRENT SURVEY CONTROL
 JZ2444  ___________________________________________________________________
 JZ2444* NAD 83(1986)-  39 55 50.     (N)    085 43 48.     (W)     SCALED    
 JZ2444* NAVD 88     -       276.129  (meters)     905.93   (feet)  ADJUSTED  
 JZ2444  ___________________________________________________________________
 JZ2444  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ2444  DYNAMIC HT  -         275.974 (meters)     905.42  (feet)  COMP
 JZ2444  MODELED GRAV-     980,057.2   (mgal)                       NAVD 88
 JZ2444
 JZ2444  VERT ORDER  -  SECOND    CLASS 0
 JZ2444
 JZ2444.The horizontal coordinates were scaled from a topographic map and have
 JZ2444.an estimated accuracy of +/- 6 seconds.
 JZ2444
 JZ2444.The orthometric height was determined by differential leveling
 JZ2444.and adjusted by the National Geodetic Survey in June 1991..
 JZ2444
 JZ2444.The geoid height was determined by GEOID03.
 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     -   519,810.       94,590.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2444.See file dsdata.txt to determine how the superseded data were derived.
 JZ2444
 JZ2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK085208(NAD 83)
 JZ2444_MARKER: DB = BENCH MARK DISK
 JZ2444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2444_STAMPING: Q 240 1947
 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 = OCTOBER  6, 2006
 JZ2545 ***********************************************************************
 JZ2545  DESIGNATION -  Q 242
 JZ2545  PID         -  JZ2545
 JZ2545  STATE/COUNTY-  IN/HANCOCK
 JZ2545  USGS QUAD   -  MORRISTOWN (1956)
 JZ2545
 JZ2545                         *CURRENT SURVEY CONTROL
 JZ2545  ___________________________________________________________________
 JZ2545* NAD 83(1986)-  39 42 10.     (N)    085 41 31.     (W)     SCALED    
 JZ2545* NAVD 88     -       253.725  (meters)     832.43   (feet)  ADJUSTED  
 JZ2545  ___________________________________________________________________
 JZ2545  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ2545  DYNAMIC HT  -         253.577 (meters)     831.94  (feet)  COMP
 JZ2545  MODELED GRAV-     980,039.8   (mgal)                       NAVD 88
 JZ2545
 JZ2545  VERT ORDER  -  SECOND    CLASS 0
 JZ2545
 JZ2545.The horizontal coordinates were scaled from a topographic map and have
 JZ2545.an estimated accuracy of +/- 6 seconds.
 JZ2545
 JZ2545.The orthometric height was determined by differential leveling
 JZ2545.and adjusted by the National Geodetic Survey in June 1991..
 JZ2545
 JZ2545.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2545.See file dsdata.txt to determine how the superseded data were derived.
 JZ2545
 JZ2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ121955(NAD 83)
 JZ2545_MARKER: DB = BENCH MARK DISK
 JZ2545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2545_STAMPING: Q 242 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2511 ***********************************************************************
 JZ2511  DESIGNATION -  Q 243
 JZ2511  PID         -  JZ2511
 JZ2511  STATE/COUNTY-  IN/HANCOCK
 JZ2511  USGS QUAD   -  GREENFIELD (1983)
 JZ2511
 JZ2511                         *CURRENT SURVEY CONTROL
 JZ2511  ___________________________________________________________________
 JZ2511* NAD 83(1986)-  39 47 00.     (N)    085 48 08.     (W)     SCALED    
 JZ2511* NAVD 88     -       268.376  (meters)     880.50   (feet)  ADJUSTED  
 JZ2511  ___________________________________________________________________
 JZ2511  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ2511  DYNAMIC HT  -         268.222 (meters)     879.99  (feet)  COMP
 JZ2511  MODELED GRAV-     980,045.5   (mgal)                       NAVD 88
 JZ2511
 JZ2511  VERT ORDER  -  SECOND    CLASS 0
 JZ2511
 JZ2511.The horizontal coordinates were scaled from a topographic map and have
 JZ2511.an estimated accuracy of +/- 6 seconds.
 JZ2511
 JZ2511.The orthometric height was determined by differential leveling
 JZ2511.and adjusted by the National Geodetic Survey in June 1991..
 JZ2511
 JZ2511.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2511.See file dsdata.txt to determine how the superseded data were derived.
 JZ2511
 JZ2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK025043(NAD 83)
 JZ2511_MARKER: DB = BENCH MARK DISK
 JZ2511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2511_STAMPING: Q 243 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2512 ***********************************************************************
 JZ2512  DESIGNATION -  Q 243 RESET 1957
 JZ2512  PID         -  JZ2512
 JZ2512  STATE/COUNTY-  IN/HANCOCK
 JZ2512  USGS QUAD   -  GREENFIELD (1983)
 JZ2512
 JZ2512                         *CURRENT SURVEY CONTROL
 JZ2512  ___________________________________________________________________
 JZ2512* NAD 83(1986)-  39 47 00.     (N)    085 48 07.     (W)     SCALED    
 JZ2512* NAVD 88     -       268.85   (meters)     882.1    (feet)  RESET     
 JZ2512  ___________________________________________________________________
 JZ2512  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ2512
 JZ2512  VERT ORDER  -  THIRD
 JZ2512
 JZ2512.The horizontal coordinates were scaled from a topographic map and have
 JZ2512.an estimated accuracy of +/- 6 seconds.
 JZ2512
 JZ2512.The orthometric height was computed from unverified reset data.
 JZ2512
 JZ2512.The geoid height was determined by GEOID03.
 JZ2512
 JZ2512;                    North         East    Units  Estimated Accuracy
 JZ2512;SPC IN E     -   503,470.       88,410.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2512.See file dsdata.txt to determine how the superseded data were derived.
 JZ2512
 JZ2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK025043(NAD 83)
 JZ2512_MARKER: DB = BENCH MARK DISK
 JZ2512_SETTING: 0 = UNSPECIFIED SETTING
 JZ2512_STAMPING: Q 243 RESET 1957
 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 = OCTOBER  6, 2006
 JZ2617 ***********************************************************************
 JZ2617  DESIGNATION -  Q 244
 JZ2617  PID         -  JZ2617
 JZ2617  STATE/COUNTY-  IN/RUSH
 JZ2617  USGS QUAD   -  CARTHAGE (1988)
 JZ2617
 JZ2617                         *CURRENT SURVEY CONTROL
 JZ2617  ___________________________________________________________________
 JZ2617* NAD 83(1986)-  39 40 08.     (N)    085 34 34.     (W)     SCALED    
 JZ2617* NAVD 88     -       283.716  (meters)     930.82   (feet)  ADJUSTED  
 JZ2617  ___________________________________________________________________
 JZ2617  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JZ2617  DYNAMIC HT  -         283.550 (meters)     930.28  (feet)  COMP
 JZ2617  MODELED GRAV-     980,035.9   (mgal)                       NAVD 88
 JZ2617
 JZ2617  VERT ORDER  -  SECOND    CLASS 0
 JZ2617
 JZ2617.The horizontal coordinates were scaled from a topographic map and have
 JZ2617.an estimated accuracy of +/- 6 seconds.
 JZ2617
 JZ2617.The orthometric height was determined by differential leveling
 JZ2617.and adjusted by the National Geodetic Survey in June 1991..
 JZ2617
 JZ2617.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2617.See file dsdata.txt to determine how the superseded data were derived.
 JZ2617
 JZ2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ221919(NAD 83)
 JZ2617_MARKER: DB = BENCH MARK DISK
 JZ2617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2617_STAMPING: Q 244 1947
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2355 ***********************************************************************
 JZ2355  DESIGNATION -  Q 245
 JZ2355  PID         -  JZ2355
 JZ2355  STATE/COUNTY-  IN/MARION
 JZ2355  USGS QUAD   -  ACTON (1981)
 JZ2355
 JZ2355                         *CURRENT SURVEY CONTROL
 JZ2355  ___________________________________________________________________
 JZ2355* NAD 83(1986)-  39 40 29.     (N)    085 59 52.     (W)     SCALED    
 JZ2355* NAVD 88     -       249.473  (meters)     818.48   (feet)  ADJUSTED  
 JZ2355  ___________________________________________________________________
 JZ2355  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 JZ2355  DYNAMIC HT  -         249.331 (meters)     818.01  (feet)  COMP
 JZ2355  MODELED GRAV-     980,052.4   (mgal)                       NAVD 88
 JZ2355
 JZ2355  VERT ORDER  -  FIRST     CLASS II
 JZ2355
 JZ2355.The horizontal coordinates were scaled from a topographic map and have
 JZ2355.an estimated accuracy of +/- 6 seconds.
 JZ2355
 JZ2355.The orthometric height was determined by differential leveling
 JZ2355.and adjusted by the National Geodetic Survey in June 1991..
 JZ2355
 JZ2355.The geoid height was determined by GEOID03.
 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     -   491,460.       71,590.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2355.See file dsdata.txt to determine how the superseded data were derived.
 JZ2355
 JZ2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ859921(NAD 83)
 JZ2355_MARKER: DB = BENCH MARK DISK
 JZ2355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2355_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 LA1111 ***********************************************************************
 LA1111  DESIGNATION -  Q 246
 LA1111  PID         -  LA1111
 LA1111  STATE/COUNTY-  IN/RANDOLPH
 LA1111  USGS QUAD   -  MODOC (1969)
 LA1111
 LA1111                         *CURRENT SURVEY CONTROL
 LA1111  ___________________________________________________________________
 LA1111* NAD 83(1986)-  40 03 45.     (N)    085 10 45.     (W)     SCALED    
 LA1111* NAVD 88     -       331.495  (meters)    1087.58   (feet)  ADJUSTED  
 LA1111  ___________________________________________________________________
 LA1111  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 LA1111  DYNAMIC HT  -         331.314 (meters)    1086.99  (feet)  COMP
 LA1111  MODELED GRAV-     980,071.0   (mgal)                       NAVD 88
 LA1111
 LA1111  VERT ORDER  -  SECOND    CLASS 0
 LA1111
 LA1111.The horizontal coordinates were scaled from a topographic map and have
 LA1111.an estimated accuracy of +/- 6 seconds.
 LA1111
 LA1111.The orthometric height was determined by differential leveling
 LA1111.and adjusted by the National Geodetic Survey in June 1991..
 LA1111
 LA1111.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1111.See file dsdata.txt to determine how the superseded data were derived.
 LA1111
 LA1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK552362(NAD 83)
 LA1111_MARKER: DB = BENCH MARK DISK
 LA1111_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1111_SP_SET: BRIDGE
 LA1111_STAMPING: Q 246 1947
 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 = OCTOBER  6, 2006
 LA1130 ***********************************************************************
 LA1130  DESIGNATION -  Q 247
 LA1130  PID         -  LA1130
 LA1130  STATE/COUNTY-  IN/HENRY
 LA1130  USGS QUAD   -  SULPHUR SPRINGS (1994)
 LA1130
 LA1130                         *CURRENT SURVEY CONTROL
 LA1130  ___________________________________________________________________
 LA1130* NAD 83(1986)-  40 03 17.     (N)    085 27 40.     (W)     SCALED    
 LA1130* NAVD 88     -       307.962  (meters)    1010.37   (feet)  ADJUSTED  
 LA1130  ___________________________________________________________________
 LA1130  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 LA1130  DYNAMIC HT  -         307.795 (meters)    1009.82  (feet)  COMP
 LA1130  MODELED GRAV-     980,074.6   (mgal)                       NAVD 88
 LA1130
 LA1130  VERT ORDER  -  SECOND    CLASS 0
 LA1130
 LA1130.The horizontal coordinates were scaled from a topographic map and have
 LA1130.an estimated accuracy of +/- 6 seconds.
 LA1130
 LA1130.The orthometric height was determined by differential leveling
 LA1130.and adjusted by the National Geodetic Survey in June 1991..
 LA1130
 LA1130.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1130.See file dsdata.txt to determine how the superseded data were derived.
 LA1130
 LA1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK312349(NAD 83)
 LA1130_MARKER: DB = BENCH MARK DISK
 LA1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1130_STAMPING: Q 247 1947
 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 = OCTOBER  6, 2006
 LA1253 ***********************************************************************
 LA1253  DESIGNATION -  Q 248
 LA1253  PID         -  LA1253
 LA1253  STATE/COUNTY-  IN/HENRY
 LA1253  USGS QUAD   -  SULPHUR SPRINGS (1994)
 LA1253
 LA1253                         *CURRENT SURVEY CONTROL
 LA1253  ___________________________________________________________________
 LA1253* NAD 83(1986)-  40 00 16.     (N)    085 28 16.     (W)     SCALED    
 LA1253* NAVD 88     -       319.373  (meters)    1047.81   (feet)  ADJUSTED  
 LA1253  ___________________________________________________________________
 LA1253  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 LA1253  DYNAMIC HT  -         319.197 (meters)    1047.23  (feet)  COMP
 LA1253  MODELED GRAV-     980,067.7   (mgal)                       NAVD 88
 LA1253
 LA1253  VERT ORDER  -  SECOND    CLASS 0
 LA1253
 LA1253.The horizontal coordinates were scaled from a topographic map and have
 LA1253.an estimated accuracy of +/- 6 seconds.
 LA1253
 LA1253.The orthometric height was determined by differential leveling
 LA1253.and adjusted by the National Geodetic Survey in June 1991..
 LA1253
 LA1253.The geoid height was determined by GEOID03.
 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     -   528,030.      116,700.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1253.See file dsdata.txt to determine how the superseded data were derived.
 LA1253
 LA1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK305293(NAD 83)
 LA1253_MARKER: DB = BENCH MARK DISK
 LA1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1253_STAMPING: Q 248 1947
 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 = OCTOBER  6, 2006
 LA1141 ***********************************************************************
 LA1141  DESIGNATION -  Q 249
 LA1141  PID         -  LA1141
 LA1141  STATE/COUNTY-  IN/DELAWARE
 LA1141  USGS QUAD   -  MODOC (1969)
 LA1141
 LA1141                         *CURRENT SURVEY CONTROL
 LA1141  ___________________________________________________________________
 LA1141* NAD 83(1986)-  40 06 48.     (N)    085 14 01.     (W)     SCALED    
 LA1141* NAVD 88     -       313.581  (meters)    1028.81   (feet)  ADJUSTED  
 LA1141  ___________________________________________________________________
 LA1141  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 LA1141  DYNAMIC HT  -         313.411 (meters)    1028.25  (feet)  COMP
 LA1141  MODELED GRAV-     980,076.5   (mgal)                       NAVD 88
 LA1141
 LA1141  VERT ORDER  -  SECOND    CLASS 0
 LA1141
 LA1141.The horizontal coordinates were scaled from a topographic map and have
 LA1141.an estimated accuracy of +/- 6 seconds.
 LA1141
 LA1141.The orthometric height was determined by differential leveling
 LA1141.and adjusted by the National Geodetic Survey in June 1991..
 LA1141
 LA1141.The geoid height was determined by GEOID03.
 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     -   540,190.      136,920.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1141.See file dsdata.txt to determine how the superseded data were derived.
 LA1141
 LA1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK505418(NAD 83)
 LA1141_MARKER: DB = BENCH MARK DISK
 LA1141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1141_SP_SET: CULVERT
 LA1141_STAMPING: Q 249 1947
 LA1141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1156 ***********************************************************************
 LA1156  DESIGNATION -  Q 250
 LA1156  PID         -  LA1156
 LA1156  STATE/COUNTY-  IN/DELAWARE
 LA1156  USGS QUAD   -  MUNCIE WEST (1992)
 LA1156
 LA1156                         *CURRENT SURVEY CONTROL
 LA1156  ___________________________________________________________________
 LA1156* NAD 83(1986)-  40 08 04.     (N)    085 22 34.     (W)     SCALED    
 LA1156* NAVD 88     -       295.327  (meters)     968.92   (feet)  ADJUSTED  
 LA1156  ___________________________________________________________________
 LA1156  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 LA1156  DYNAMIC HT  -         295.167 (meters)     968.39  (feet)  COMP
 LA1156  MODELED GRAV-     980,077.7   (mgal)                       NAVD 88
 LA1156
 LA1156  VERT ORDER  -  SECOND    CLASS 0
 LA1156
 LA1156.The horizontal coordinates were scaled from a topographic map and have
 LA1156.an estimated accuracy of +/- 6 seconds.
 LA1156
 LA1156.The orthometric height was determined by differential leveling
 LA1156.and adjusted by the National Geodetic Survey in June 1991..
 LA1156
 LA1156.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1156.See file dsdata.txt to determine how the superseded data were derived.
 LA1156
 LA1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK383439(NAD 83)
 LA1156_MARKER: DB = BENCH MARK DISK
 LA1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1156_STAMPING: Q 250 1947
 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 = OCTOBER  6, 2006
 JZ1641 ***********************************************************************
 JZ1641  DESIGNATION -  Q 251
 JZ1641  PID         -  JZ1641
 JZ1641  STATE/COUNTY-  IN/HENRY
 JZ1641  USGS QUAD   -  DUNREITH (1983)
 JZ1641
 JZ1641                         *CURRENT SURVEY CONTROL
 JZ1641  ___________________________________________________________________
 JZ1641* NAD 83(1986)-  39 50 32.     (N)    085 25 32.     (W)     SCALED    
 JZ1641* NAVD 88     -       325.389  (meters)    1067.55   (feet)  ADJUSTED  
 JZ1641  ___________________________________________________________________
 JZ1641  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JZ1641  DYNAMIC HT  -         325.204 (meters)    1066.94  (feet)  COMP
 JZ1641  MODELED GRAV-     980,050.1   (mgal)                       NAVD 88
 JZ1641
 JZ1641  VERT ORDER  -  SECOND    CLASS 0
 JZ1641
 JZ1641.The horizontal coordinates were scaled from a topographic map and have
 JZ1641.an estimated accuracy of +/- 6 seconds.
 JZ1641
 JZ1641.The orthometric height was determined by differential leveling
 JZ1641.and adjusted by the National Geodetic Survey in June 1991..
 JZ1641
 JZ1641.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1641.See file dsdata.txt to determine how the superseded data were derived.
 JZ1641
 JZ1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK347114(NAD 83)
 JZ1641_MARKER: DB = BENCH MARK DISK
 JZ1641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1641_SP_SET: CULVERT
 JZ1641_STAMPING: Q 251 1947
 JZ1641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1506 ***********************************************************************
 JZ1506  DESIGNATION -  Q 252
 JZ1506  PID         -  JZ1506
 JZ1506  STATE/COUNTY-  IN/HENRY
 JZ1506  USGS QUAD   -  DUNREITH (1983)
 JZ1506
 JZ1506                         *CURRENT SURVEY CONTROL
 JZ1506  ___________________________________________________________________
 JZ1506* NAD 83(1986)-  39 48 08.     (N)    085 29 25.     (W)     SCALED    
 JZ1506* NAVD 88     -       284.233  (meters)     932.52   (feet)  ADJUSTED  
 JZ1506  ___________________________________________________________________
 JZ1506  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JZ1506  DYNAMIC HT  -         284.071 (meters)     931.99  (feet)  COMP
 JZ1506  MODELED GRAV-     980,047.5   (mgal)                       NAVD 88
 JZ1506
 JZ1506  VERT ORDER  -  SECOND    CLASS 0
 JZ1506
 JZ1506.The horizontal coordinates were scaled from a topographic map and have
 JZ1506.an estimated accuracy of +/- 6 seconds.
 JZ1506
 JZ1506.The orthometric height was determined by differential leveling
 JZ1506.and adjusted by the National Geodetic Survey in June 1991..
 JZ1506
 JZ1506.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1506.See file dsdata.txt to determine how the superseded data were derived.
 JZ1506
 JZ1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK292068(NAD 83)
 JZ1506_MARKER: DB = BENCH MARK DISK
 JZ1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1506_STAMPING: Q 252 1947
 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 = OCTOBER  6, 2006
 JZ1571 ***********************************************************************
 JZ1571  DESIGNATION -  Q 253
 JZ1571  PID         -  JZ1571
 JZ1571  STATE/COUNTY-  IN/HENRY
 JZ1571  USGS QUAD   -  LEWISVILLE (1970)
 JZ1571
 JZ1571                         *CURRENT SURVEY CONTROL
 JZ1571  ___________________________________________________________________
 JZ1571* NAD 83(1986)-  39 48 24.     (N)    085 17 35.     (W)     SCALED    
 JZ1571* NAVD 88     -       329.356  (meters)    1080.56   (feet)  ADJUSTED  
 JZ1571  ___________________________________________________________________
 JZ1571  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JZ1571  DYNAMIC HT  -         329.165 (meters)    1079.94  (feet)  COMP
 JZ1571  MODELED GRAV-     980,038.1   (mgal)                       NAVD 88
 JZ1571
 JZ1571  VERT ORDER  -  SECOND    CLASS 0
 JZ1571
 JZ1571.The horizontal coordinates were scaled from a topographic map and have
 JZ1571.an estimated accuracy of +/- 6 seconds.
 JZ1571
 JZ1571.The orthometric height was determined by differential leveling
 JZ1571.and adjusted by the National Geodetic Survey in June 1991..
 JZ1571
 JZ1571.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1571.See file dsdata.txt to determine how the superseded data were derived.
 JZ1571
 JZ1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK461076(NAD 83)
 JZ1571_MARKER: DB = BENCH MARK DISK
 JZ1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1571_STAMPING: Q 253 1947
 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 = OCTOBER  6, 2006
 JZ1576 ***********************************************************************
 JZ1576  DESIGNATION -  Q 254
 JZ1576  PID         -  JZ1576
 JZ1576  STATE/COUNTY-  IN/WAYNE
 JZ1576  USGS QUAD   -  JACKSONBURG (1981)
 JZ1576
 JZ1576                         *CURRENT SURVEY CONTROL
 JZ1576  ___________________________________________________________________
 JZ1576* NAD 83(1986)-  39 50 59.     (N)    085 06 20.     (W)     SCALED    
 JZ1576* NAVD 88     -       300.153  (meters)     984.75   (feet)  ADJUSTED  
 JZ1576  ___________________________________________________________________
 JZ1576  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JZ1576  DYNAMIC HT  -         299.981 (meters)     984.19  (feet)  COMP
 JZ1576  MODELED GRAV-     980,045.8   (mgal)                       NAVD 88
 JZ1576
 JZ1576  VERT ORDER  -  SECOND    CLASS 0
 JZ1576
 JZ1576.The horizontal coordinates were scaled from a topographic map and have
 JZ1576.an estimated accuracy of +/- 6 seconds.
 JZ1576
 JZ1576.The orthometric height was determined by differential leveling
 JZ1576.and adjusted by the National Geodetic Survey in June 1991..
 JZ1576
 JZ1576.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1576.See file dsdata.txt to determine how the superseded data were derived.
 JZ1576
 JZ1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK620127(NAD 83)
 JZ1576_MARKER: DB = BENCH MARK DISK
 JZ1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1576_STAMPING: Q 254 1947
 JZ1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1576+STABILITY: SURFACE MOTION
 JZ1576
 JZ1576  HISTORY     - Date     Condition        Report By
 JZ1576  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ1193 ***********************************************************************
 JZ1193  DESIGNATION -  Q 255
 JZ1193  PID         -  JZ1193
 JZ1193  STATE/COUNTY-  IN/WAYNE
 JZ1193  USGS QUAD   -  RICHMOND (1981)
 JZ1193
 JZ1193                         *CURRENT SURVEY CONTROL
 JZ1193  ___________________________________________________________________
 JZ1193* NAD 83(1986)-  39 46 57.     (N)    084 56 43.     (W)     SCALED    
 JZ1193* NAVD 88     -       258.473  (meters)     848.01   (feet)  ADJUSTED  
 JZ1193  ___________________________________________________________________
 JZ1193  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JZ1193  DYNAMIC HT  -         258.324 (meters)     847.52  (feet)  COMP
 JZ1193  MODELED GRAV-     980,046.2   (mgal)                       NAVD 88
 JZ1193
 JZ1193  VERT ORDER  -  SECOND    CLASS 0
 JZ1193
 JZ1193.The horizontal coordinates were scaled from a topographic map and have
 JZ1193.an estimated accuracy of +/- 6 seconds.
 JZ1193
 JZ1193.The orthometric height was determined by differential leveling
 JZ1193.and adjusted by the National Geodetic Survey in June 1991..
 JZ1193
 JZ1193.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1193.See file dsdata.txt to determine how the superseded data were derived.
 JZ1193
 JZ1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK759056(NAD 83)
 JZ1193_MARKER: DB = BENCH MARK DISK
 JZ1193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1193_SP_SET: BRIDGE
 JZ1193_STAMPING: Q 255 1947
 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 = OCTOBER  6, 2006
 JZ2298 ***********************************************************************
 JZ2298  DESIGNATION -  Q 256
 JZ2298  PID         -  JZ2298
 JZ2298  STATE/COUNTY-  IN/DECATUR
 JZ2298  USGS QUAD   -  ADAMS (1993)
 JZ2298
 JZ2298                         *CURRENT SURVEY CONTROL
 JZ2298  ___________________________________________________________________
 JZ2298* NAD 83(1986)-  39 27 10.     (N)    085 36 03.     (W)     SCALED    
 JZ2298* NAVD 88     -       270.240  (meters)     886.61   (feet)  ADJUSTED  
 JZ2298  ___________________________________________________________________
 JZ2298  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ2298  DYNAMIC HT  -         270.076 (meters)     886.07  (feet)  COMP
 JZ2298  MODELED GRAV-     980,012.9   (mgal)                       NAVD 88
 JZ2298
 JZ2298  VERT ORDER  -  SECOND    CLASS 0
 JZ2298
 JZ2298.The horizontal coordinates were scaled from a topographic map and have
 JZ2298.an estimated accuracy of +/- 6 seconds.
 JZ2298
 JZ2298.The orthometric height was determined by differential leveling
 JZ2298.and adjusted by the National Geodetic Survey in June 1991..
 JZ2298
 JZ2298.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2298.See file dsdata.txt to determine how the superseded data were derived.
 JZ2298
 JZ2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ203679(NAD 83)
 JZ2298_MARKER: DR = REFERENCE MARK DISK
 JZ2298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2298_STAMPING: Q 256 1947
 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 = OCTOBER  6, 2006
 JZ1949 ***********************************************************************
 JZ1949  DESIGNATION -  Q 258
 JZ1949  PID         -  JZ1949
 JZ1949  STATE/COUNTY-  IN/RUSH
 JZ1949  USGS QUAD   -  CLARKSBURG (1993)
 JZ1949
 JZ1949                         *CURRENT SURVEY CONTROL
 JZ1949  ___________________________________________________________________
 JZ1949* NAD 83(1986)-  39 28 04.     (N)    085 21 40.     (W)     SCALED    
 JZ1949* NAVD 88     -       311.093  (meters)    1020.64   (feet)  ADJUSTED  
 JZ1949  ___________________________________________________________________
 JZ1949  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ1949  DYNAMIC HT  -         310.901 (meters)    1020.01  (feet)  COMP
 JZ1949  MODELED GRAV-     980,003.0   (mgal)                       NAVD 88
 JZ1949
 JZ1949  VERT ORDER  -  SECOND    CLASS 0
 JZ1949
 JZ1949.The horizontal coordinates were scaled from a topographic map and have
 JZ1949.an estimated accuracy of +/- 6 seconds.
 JZ1949
 JZ1949.The orthometric height was determined by differential leveling
 JZ1949.and adjusted by the National Geodetic Survey in June 1991..
 JZ1949
 JZ1949.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1949.See file dsdata.txt to determine how the superseded data were derived.
 JZ1949
 JZ1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ409699(NAD 83)
 JZ1949_MARKER: DB = BENCH MARK DISK
 JZ1949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1949_STAMPING: Q 258 1947
 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 = OCTOBER  6, 2006
 JZ1756 ***********************************************************************
 JZ1756  DESIGNATION -  Q 259
 JZ1756  PID         -  JZ1756
 JZ1756  STATE/COUNTY-  IN/FAYETTE
 JZ1756  USGS QUAD   -  NEW SALEM (1993)
 JZ1756
 JZ1756                         *CURRENT SURVEY CONTROL
 JZ1756  ___________________________________________________________________
 JZ1756* NAD 83(1986)-  39 36 46.     (N)    085 17 59.     (W)     SCALED    
 JZ1756* NAVD 88     -       342.376  (meters)    1123.28   (feet)  ADJUSTED  
 JZ1756  ___________________________________________________________________
 JZ1756  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ1756  DYNAMIC HT  -         342.170 (meters)    1122.60  (feet)  COMP
 JZ1756  MODELED GRAV-     980,014.2   (mgal)                       NAVD 88
 JZ1756
 JZ1756  VERT ORDER  -  SECOND    CLASS 0
 JZ1756
 JZ1756.The horizontal coordinates were scaled from a topographic map and have
 JZ1756.an estimated accuracy of +/- 6 seconds.
 JZ1756
 JZ1756.The orthometric height was determined by differential leveling
 JZ1756.and adjusted by the National Geodetic Survey in June 1991..
 JZ1756
 JZ1756.The geoid height was determined by GEOID03.
 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     -   484,590.      131,510.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1756.See file dsdata.txt to determine how the superseded data were derived.
 JZ1756
 JZ1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ459861(NAD 83)
 JZ1756_MARKER: DB = BENCH MARK DISK
 JZ1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1756_STAMPING: Q 259 1947
 JZ1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1756+STABILITY: SURFACE MOTION
 JZ1756
 JZ1756  HISTORY     - Date     Condition        Report By
 JZ1756  HISTORY     - 1947     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1602 ***********************************************************************
 LA1602  DESIGNATION -  Q 26
 LA1602  PID         -  LA1602
 LA1602  STATE/COUNTY-  IN/GRANT
 LA1602  USGS QUAD   -  MARION (1992)
 LA1602
 LA1602                         *CURRENT SURVEY CONTROL
 LA1602  ___________________________________________________________________
 LA1602* NAD 83(1986)-  40 32 50.     (N)    085 39 19.     (W)     SCALED    
 LA1602* NAVD 88     -       248.544  (meters)     815.43   (feet)  ADJUSTED  
 LA1602  ___________________________________________________________________
 LA1602  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 LA1602  DYNAMIC HT  -         248.418 (meters)     815.02  (feet)  COMP
 LA1602  MODELED GRAV-     980,110.1   (mgal)                       NAVD 88
 LA1602
 LA1602  VERT ORDER  -  FIRST     CLASS II
 LA1602
 LA1602.The horizontal coordinates were scaled from a topographic map and have
 LA1602.an estimated accuracy of +/- 6 seconds.
 LA1602
 LA1602.The orthometric height was determined by differential leveling
 LA1602.and adjusted by the National Geodetic Survey in June 1991..
 LA1602
 LA1602.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1602.See file dsdata.txt to determine how the superseded data were derived.
 LA1602
 LA1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK138893(NAD 83)
 LA1602_MARKER: DB = BENCH MARK DISK
 LA1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1602_STAMPING: Q 26 1934
 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             NGS
 LA1602  HISTORY     - 1960     MARK NOT FOUND   USGS
 LA1602
 LA1602                          STATION DESCRIPTION
 LA1602
 LA1602'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2292 ***********************************************************************
 JZ2292  DESIGNATION -  Q 260
 JZ2292  PID         -  JZ2292
 JZ2292  STATE/COUNTY-  IN/DECATUR
 JZ2292  USGS QUAD   -  FOREST HILL (1993)
 JZ2292
 JZ2292                         *CURRENT SURVEY CONTROL
 JZ2292  ___________________________________________________________________
 JZ2292* NAD 83(1986)-  39 18 19.     (N)    085 36 14.     (W)     SCALED    
 JZ2292* NAVD 88     -       254.422  (meters)     834.72   (feet)  ADJUSTED  
 JZ2292  ___________________________________________________________________
 JZ2292  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ2292  DYNAMIC HT  -         254.264 (meters)     834.20  (feet)  COMP
 JZ2292  MODELED GRAV-     979,999.3   (mgal)                       NAVD 88
 JZ2292
 JZ2292  VERT ORDER  -  SECOND    CLASS 0
 JZ2292
 JZ2292.The horizontal coordinates were scaled from a topographic map and have
 JZ2292.an estimated accuracy of +/- 6 seconds.
 JZ2292
 JZ2292.The orthometric height was determined by differential leveling
 JZ2292.and adjusted by the National Geodetic Survey in June 1991..
 JZ2292
 JZ2292.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2292.See file dsdata.txt to determine how the superseded data were derived.
 JZ2292
 JZ2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ203515(NAD 83)
 JZ2292_MARKER: DB = BENCH MARK DISK
 JZ2292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2292_STAMPING: Q 260 1947
 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 = OCTOBER  6, 2006
 JZ1999 ***********************************************************************
 JZ1999  DESIGNATION -  Q 261
 JZ1999  PID         -  JZ1999
 JZ1999  STATE/COUNTY-  IN/FRANKLIN
 JZ1999  USGS QUAD   -  METAMORA (1993)
 JZ1999
 JZ1999                         *CURRENT SURVEY CONTROL
 JZ1999  ___________________________________________________________________
 JZ1999* NAD 83(1986)-  39 24 47.     (N)    085 10 07.     (W)     SCALED    
 JZ1999* NAVD 88     -       293.301  (meters)     962.27   (feet)  ADJUSTED  
 JZ1999  ___________________________________________________________________
 JZ1999  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ1999  DYNAMIC HT  -         293.120 (meters)     961.68  (feet)  COMP
 JZ1999  MODELED GRAV-     979,999.6   (mgal)                       NAVD 88
 JZ1999
 JZ1999  VERT ORDER  -  SECOND    CLASS 0
 JZ1999
 JZ1999.The horizontal coordinates were scaled from a topographic map and have
 JZ1999.an estimated accuracy of +/- 6 seconds.
 JZ1999
 JZ1999.The orthometric height was determined by differential leveling
 JZ1999.and adjusted by the National Geodetic Survey in June 1991..
 JZ1999
 JZ1999.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1999.See file dsdata.txt to determine how the superseded data were derived.
 JZ1999
 JZ1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ576642(NAD 83)
 JZ1999_MARKER: DB = BENCH MARK DISK
 JZ1999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1999_STAMPING: Q 261 1947
 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 = OCTOBER  6, 2006
 JZ1984 ***********************************************************************
 JZ1984  DESIGNATION -  Q 262
 JZ1984  PID         -  JZ1984
 JZ1984  STATE/COUNTY-  IN/FRANKLIN
 JZ1984  USGS QUAD   -  METAMORA (1993)
 JZ1984
 JZ1984                         *CURRENT SURVEY CONTROL
 JZ1984  ___________________________________________________________________
 JZ1984* NAD 83(1986)-  39 29 24.     (N)    085 13 28.     (W)     SCALED    
 JZ1984* NAVD 88     -       247.276  (meters)     811.27   (feet)  ADJUSTED  
 JZ1984  ___________________________________________________________________
 JZ1984  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ1984  DYNAMIC HT  -         247.124 (meters)     810.77  (feet)  COMP
 JZ1984  MODELED GRAV-     980,008.2   (mgal)                       NAVD 88
 JZ1984
 JZ1984  VERT ORDER  -  SECOND    CLASS 0
 JZ1984
 JZ1984.The horizontal coordinates were scaled from a topographic map and have
 JZ1984.an estimated accuracy of +/- 6 seconds.
 JZ1984
 JZ1984.The orthometric height was determined by differential leveling
 JZ1984.and adjusted by the National Geodetic Survey in June 1991..
 JZ1984
 JZ1984.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1984.See file dsdata.txt to determine how the superseded data were derived.
 JZ1984
 JZ1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ526726(NAD 83)
 JZ1984_MARKER: DB = BENCH MARK DISK
 JZ1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1984_STAMPING: Q 262 1947
 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 = OCTOBER  6, 2006
 JZ2015 ***********************************************************************
 JZ2015  DESIGNATION -  Q 264
 JZ2015  PID         -  JZ2015
 JZ2015  STATE/COUNTY-  IN/FRANKLIN
 JZ2015  USGS QUAD   -  SPADES (1993)
 JZ2015
 JZ2015                         *CURRENT SURVEY CONTROL
 JZ2015  ___________________________________________________________________
 JZ2015* NAD 83(1986)-  39 20 21.     (N)    085 06 51.     (W)     SCALED    
 JZ2015* NAVD 88     -       298.125  (meters)     978.10   (feet)  ADJUSTED  
 JZ2015  ___________________________________________________________________
 JZ2015  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ2015  DYNAMIC HT  -         297.938 (meters)     977.48  (feet)  COMP
 JZ2015  MODELED GRAV-     979,994.2   (mgal)                       NAVD 88
 JZ2015
 JZ2015  VERT ORDER  -  SECOND    CLASS 0
 JZ2015
 JZ2015.The horizontal coordinates were scaled from a topographic map and have
 JZ2015.an estimated accuracy of +/- 6 seconds.
 JZ2015
 JZ2015.The orthometric height was determined by differential leveling
 JZ2015.and adjusted by the National Geodetic Survey in June 1991..
 JZ2015
 JZ2015.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2015.See file dsdata.txt to determine how the superseded data were derived.
 JZ2015
 JZ2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ625561(NAD 83)
 JZ2015_MARKER: DB = BENCH MARK DISK
 JZ2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2015_STAMPING: Q 264 1947
 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 = OCTOBER  6, 2006
 JZ0939 ***********************************************************************
 JZ0939  DESIGNATION -  Q 265
 JZ0939  PID         -  JZ0939
 JZ0939  STATE/COUNTY-  IN/FRANKLIN
 JZ0939  USGS QUAD   -  WHITCOMB (1994)
 JZ0939
 JZ0939                         *CURRENT SURVEY CONTROL
 JZ0939  ___________________________________________________________________
 JZ0939* NAD 83(1986)-  39 25 02.     (N)    084 55 53.     (W)     SCALED    
 JZ0939* NAVD 88     -       294.491  (meters)     966.18   (feet)  ADJUSTED  
 JZ0939  ___________________________________________________________________
 JZ0939  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JZ0939  DYNAMIC HT  -         294.316 (meters)     965.60  (feet)  COMP
 JZ0939  MODELED GRAV-     980,024.3   (mgal)                       NAVD 88
 JZ0939
 JZ0939  VERT ORDER  -  SECOND    CLASS 0
 JZ0939
 JZ0939.The horizontal coordinates were scaled from a topographic map and have
 JZ0939.an estimated accuracy of +/- 6 seconds.
 JZ0939
 JZ0939.The orthometric height was determined by differential leveling
 JZ0939.and adjusted by the National Geodetic Survey in June 1991..
 JZ0939
 JZ0939.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0939.See file dsdata.txt to determine how the superseded data were derived.
 JZ0939
 JZ0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ780651(NAD 83)
 JZ0939_MARKER: DB = BENCH MARK DISK
 JZ0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0939_STAMPING: Q 265 1947
 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 = OCTOBER  6, 2006
 JZ2273 ***********************************************************************
 JZ2273  DESIGNATION -  Q 266
 JZ2273  PID         -  JZ2273
 JZ2273  STATE/COUNTY-  IN/DECATUR
 JZ2273  USGS QUAD   -  ADAMS (1993)
 JZ2273
 JZ2273                         *CURRENT SURVEY CONTROL
 JZ2273  ___________________________________________________________________
 JZ2273* NAD 83(1986)-  39 23 24.     (N)    085 36 58.     (W)     SCALED    
 JZ2273* NAVD 88     -       261.542  (meters)     858.08   (feet)  ADJUSTED  
 JZ2273  ___________________________________________________________________
 JZ2273  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ2273  DYNAMIC HT  -         261.382 (meters)     857.55  (feet)  COMP
 JZ2273  MODELED GRAV-     980,007.5   (mgal)                       NAVD 88
 JZ2273
 JZ2273  VERT ORDER  -  SECOND    CLASS 0
 JZ2273
 JZ2273.The horizontal coordinates were scaled from a topographic map and have
 JZ2273.an estimated accuracy of +/- 6 seconds.
 JZ2273
 JZ2273.The orthometric height was determined by differential leveling
 JZ2273.and adjusted by the National Geodetic Survey in June 1991..
 JZ2273
 JZ2273.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2273.See file dsdata.txt to determine how the superseded data were derived.
 JZ2273
 JZ2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ191609(NAD 83)
 JZ2273_MARKER: DB = BENCH MARK DISK
 JZ2273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2273_STAMPING: Q 266 1947
 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 = OCTOBER  6, 2006
 JZ2263 ***********************************************************************
 JZ2263  DESIGNATION -  Q 267
 JZ2263  PID         -  JZ2263
 JZ2263  STATE/COUNTY-  IN/SHELBY
 JZ2263  USGS QUAD   -  WALDRON (1994)
 JZ2263
 JZ2263                         *CURRENT SURVEY CONTROL
 JZ2263  ___________________________________________________________________
 JZ2263* NAD 83(1986)-  39 23 15.     (N)    085 42 19.     (W)     SCALED    
 JZ2263* NAVD 88     -       245.512  (meters)     805.48   (feet)  ADJUSTED  
 JZ2263  ___________________________________________________________________
 JZ2263  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ2263  DYNAMIC HT  -         245.363 (meters)     805.00  (feet)  COMP
 JZ2263  MODELED GRAV-     980,013.8   (mgal)                       NAVD 88
 JZ2263
 JZ2263  VERT ORDER  -  SECOND    CLASS 0
 JZ2263
 JZ2263.The horizontal coordinates were scaled from a topographic map and have
 JZ2263.an estimated accuracy of +/- 6 seconds.
 JZ2263
 JZ2263.The orthometric height was determined by differential leveling
 JZ2263.and adjusted by the National Geodetic Survey in June 1991..
 JZ2263
 JZ2263.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2263.See file dsdata.txt to determine how the superseded data were derived.
 JZ2263
 JZ2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ115605(NAD 83)
 JZ2263_MARKER: DB = BENCH MARK DISK
 JZ2263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2263_STAMPING: Q 267 1947
 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 = OCTOBER  6, 2006
 JZ2181 ***********************************************************************
 JZ2181  CBN         -  This is a Cooperative Base Network Control Station.
 JZ2181  DESIGNATION -  Q 268
 JZ2181  PID         -  JZ2181
 JZ2181  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2181  USGS QUAD   -  HOPE (1993)
 JZ2181
 JZ2181                         *CURRENT SURVEY CONTROL
 JZ2181  ___________________________________________________________________
 JZ2181* NAD 83(1997)-  39 19 13.66448(N)    085 46 16.02858(W)     ADJUSTED  
 JZ2181* NAVD 88     -       224.646  (meters)     737.03   (feet)  ADJUSTED  
 JZ2181  ___________________________________________________________________
 JZ2181  X           -     364,354.398 (meters)                     COMP
 JZ2181  Y           -  -4,927,555.949 (meters)                     COMP
 JZ2181  Z           -   4,020,023.836 (meters)                     COMP
 JZ2181  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 JZ2181  ELLIP HEIGHT-         190.71  (meters)          (01/19/05) GPS OBS
 JZ2181  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JZ2181  DYNAMIC HT  -         224.509 (meters)     736.58  (feet)  COMP
 JZ2181  MODELED GRAV-     980,011.0   (mgal)                       NAVD 88
 JZ2181
 JZ2181  HORZ ORDER  -  A
 JZ2181  VERT ORDER  -  SECOND    CLASS 0
 JZ2181  ELLP ORDER  -  FOURTH    CLASS I
 JZ2181
 JZ2181.The horizontal coordinates were established by GPS observations
 JZ2181.and adjusted by the National Geodetic Survey in January 2005..
 JZ2181
 JZ2181.The orthometric height was determined by differential leveling
 JZ2181.and adjusted by the National Geodetic Survey in June 1991..
 JZ2181
 JZ2181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2181
 JZ2181.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2181
 JZ2181.The ellipsoidal height was determined by GPS observations
 JZ2181.and is referenced to NAD 83.
 JZ2181
 JZ2181.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JZ2181;SPC IN E     -   452,077.572    90,992.923   MT  0.99996767   -0 03 58.3
 JZ2181;SPC IN E     - 1,483,191.17    298,532.61   sFT  0.99996767   -0 03 58.3
 JZ2181;UTM  16      - 4,353,059.514   605,930.901   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  =   0.99993775
 JZ2181!UTM  16      -   0.99997008  x   0.99973816  =   0.99970825
 JZ2181
 JZ2181                          SUPERSEDED SURVEY CONTROL
 JZ2181
 JZ2181  NAVD 88 (01/19/05)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2181.See file dsdata.txt to determine how the superseded data were derived.
 JZ2181
 JZ2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ0593153060(NAD 83)
 JZ2181_MARKER: DB = BENCH MARK DISK
 JZ2181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2181_SP_SET: 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 - July 01, 2003
 JZ2181
 JZ2181  HISTORY     - Date     Condition        Report By
 JZ2181  HISTORY     - 1947     MONUMENTED       CGS
 JZ2181  HISTORY     - 20030701 GOOD             IN-005
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2146 ***********************************************************************
 JZ2146  DESIGNATION -  Q 269
 JZ2146  PID         -  JZ2146
 JZ2146  STATE/COUNTY-  IN/SHELBY
 JZ2146  USGS QUAD   -  WALDRON (1994)
 JZ2146
 JZ2146                         *CURRENT SURVEY CONTROL
 JZ2146  ___________________________________________________________________
 JZ2146* NAD 83(1986)-  39 29 14.     (N)    085 43 14.     (W)     SCALED    
 JZ2146* NAVD 88     -       252.386  (meters)     828.04   (feet)  ADJUSTED  
 JZ2146  ___________________________________________________________________
 JZ2146  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JZ2146  DYNAMIC HT  -         252.236 (meters)     827.54  (feet)  COMP
 JZ2146  MODELED GRAV-     980,025.3   (mgal)                       NAVD 88
 JZ2146
 JZ2146  VERT ORDER  -  FIRST     CLASS II
 JZ2146
 JZ2146.The horizontal coordinates were scaled from a topographic map and have
 JZ2146.an estimated accuracy of +/- 6 seconds.
 JZ2146
 JZ2146.The orthometric height was determined by differential leveling
 JZ2146.and adjusted by the National Geodetic Survey in June 1991..
 JZ2146
 JZ2146.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2146.See file dsdata.txt to determine how the superseded data were derived.
 JZ2146
 JZ2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ100716(NAD 83)
 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 = OCTOBER  6, 2006
 LB0745 ***********************************************************************
 LB0745  DESIGNATION -  Q 27
 LB0745  PID         -  LB0745
 LB0745  STATE/COUNTY-  IN/CLINTON
 LB0745  USGS QUAD   -  FRANKFORT (1991)
 LB0745
 LB0745                         *CURRENT SURVEY CONTROL
 LB0745  ___________________________________________________________________
 LB0745* NAD 83(1986)-  40 16 57.     (N)    086 30 58.     (W)     SCALED    
 LB0745* NAVD 88     -       262.469  (meters)     861.12   (feet)  ADJUSTED  
 LB0745  ___________________________________________________________________
 LB0745  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 LB0745  DYNAMIC HT  -         262.332 (meters)     860.67  (feet)  COMP
 LB0745  MODELED GRAV-     980,096.0   (mgal)                       NAVD 88
 LB0745
 LB0745  VERT ORDER  -  SECOND    CLASS 0
 LB0745
 LB0745.The horizontal coordinates were scaled from a topographic map and have
 LB0745.an estimated accuracy of +/- 6 seconds.
 LB0745
 LB0745.The orthometric height was determined by differential leveling
 LB0745.and adjusted by the National Geodetic Survey in June 1991..
 LB0745
 LB0745.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 LB0745
 LB0745  NGVD 29 (??/??/92)  262.57   (m)          861.4    (f) COMPUTED    2 0
 LB0745
 LB0745.Superseded values are not recommended for survey control.
 LB0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0745.See file dsdata.txt to determine how the superseded data were derived.
 LB0745
 LB0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK411592(NAD 83)
 LB0745_MARKER: DB = BENCH MARK DISK
 LB0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0745_STAMPING: Q 27 1934
 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             NGS
 LB0745
 LB0745                          STATION DESCRIPTION
 LB0745
 LB0745'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ2157 ***********************************************************************
 JZ2157  DESIGNATION -  Q 270
 JZ2157  PID         -  JZ2157
 JZ2157  STATE/COUNTY-  IN/JENNINGS
 JZ2157  USGS QUAD   -  NORTH VERNON (1993)
 JZ2157
 JZ2157                         *CURRENT SURVEY CONTROL
 JZ2157  ___________________________________________________________________
 JZ2157* NAD 83(1986)-  39 04 18.     (N)    085 43 09.     (W)     SCALED    
 JZ2157* NAVD 88     -       199.928  (meters)     655.93   (feet)  ADJUSTED  
 JZ2157  ___________________________________________________________________
 JZ2157  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JZ2157  DYNAMIC HT  -         199.802 (meters)     655.52  (feet)  COMP
 JZ2157  MODELED GRAV-     979,995.2   (mgal)                       NAVD 88
 JZ2157
 JZ2157  VERT ORDER  -  SECOND    CLASS 0
 JZ2157
 JZ2157.The horizontal coordinates were scaled from a topographic map and have
 JZ2157.an estimated accuracy of +/- 6 seconds.
 JZ2157
 JZ2157.The orthometric height was determined by differential leveling
 JZ2157.and adjusted by the National Geodetic Survey in June 1991..
 JZ2157
 JZ2157.The geoid height was determined by GEOID03.
 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     -   424,450.       95,460.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2157.See file dsdata.txt to determine how the superseded data were derived.
 JZ2157
 JZ2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ108255(NAD 83)
 JZ2157_MARKER: DB = BENCH MARK DISK
 JZ2157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2157_STAMPING: Q 270 1947
 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 = OCTOBER  6, 2006
 JZ2204 ***********************************************************************
 JZ2204  DESIGNATION -  Q 271
 JZ2204  PID         -  JZ2204
 JZ2204  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2204  USGS QUAD   -  ELIZABETHTOWN (1993)
 JZ2204
 JZ2204                         *CURRENT SURVEY CONTROL
 JZ2204  ___________________________________________________________________
 JZ2204* NAD 83(1986)-  39 08 38.     (N)    085 46 56.     (W)     SCALED    
 JZ2204* NAVD 88     -       206.693  (meters)     678.13   (feet)  ADJUSTED  
 JZ2204  ___________________________________________________________________
 JZ2204  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ2204  DYNAMIC HT  -         206.565 (meters)     677.71  (feet)  COMP
 JZ2204  MODELED GRAV-     980,002.6   (mgal)                       NAVD 88
 JZ2204
 JZ2204  VERT ORDER  -  SECOND    CLASS 0
 JZ2204
 JZ2204.The horizontal coordinates were scaled from a topographic map and have
 JZ2204.an estimated accuracy of +/- 6 seconds.
 JZ2204
 JZ2204.The orthometric height was determined by differential leveling
 JZ2204.and adjusted by the National Geodetic Survey in June 1991..
 JZ2204
 JZ2204.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2204.See file dsdata.txt to determine how the superseded data were derived.
 JZ2204
 JZ2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ052334(NAD 83)
 JZ2204_MARKER: DB = BENCH MARK DISK
 JZ2204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2204_STAMPING: Q 271 1947
 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 = OCTOBER  6, 2006
 JZ1823 ***********************************************************************
 JZ1823  DESIGNATION -  Q 272
 JZ1823  PID         -  JZ1823
 JZ1823  STATE/COUNTY-  IN/RIPLEY
 JZ1823  USGS QUAD   -  BATESVILLE (1993)
 JZ1823
 JZ1823                         *CURRENT SURVEY CONTROL
 JZ1823  ___________________________________________________________________
 JZ1823* NAD 83(1986)-  39 17 14.     (N)    085 11 36.     (W)     SCALED    
 JZ1823* NAVD 88     -       300.551  (meters)     986.06   (feet)  ADJUSTED  
 JZ1823  ___________________________________________________________________
 JZ1823  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ1823  DYNAMIC HT  -         300.362 (meters)     985.44  (feet)  COMP
 JZ1823  MODELED GRAV-     979,991.0   (mgal)                       NAVD 88
 JZ1823
 JZ1823  VERT ORDER  -  FIRST     CLASS II
 JZ1823
 JZ1823.The horizontal coordinates were scaled from a topographic map and have
 JZ1823.an estimated accuracy of +/- 6 seconds.
 JZ1823
 JZ1823.The orthometric height was determined by differential leveling
 JZ1823.and adjusted by the National Geodetic Survey in June 1991..
 JZ1823
 JZ1823.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1823.See file dsdata.txt to determine how the superseded data were derived.
 JZ1823
 JZ1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ558502(NAD 83)
 JZ1823_MARKER: DB = BENCH MARK DISK
 JZ1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1823_STAMPING: Q 272 1947
 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 = OCTOBER  6, 2006
 JZ0909 ***********************************************************************
 JZ0909  DESIGNATION -  Q 273
 JZ0909  PID         -  JZ0909
 JZ0909  STATE/COUNTY-  IN/DEARBORN
 JZ0909  USGS QUAD   -  HOOVEN (1992)
 JZ0909
 JZ0909                         *CURRENT SURVEY CONTROL
 JZ0909  ___________________________________________________________________
 JZ0909* NAD 83(1986)-  39 10 47.     (N)    084 52 13.     (W)     SCALED    
 JZ0909* NAVD 88     -       167.375  (meters)     549.13   (feet)  ADJUSTED  
 JZ0909  ___________________________________________________________________
 JZ0909  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ0909  DYNAMIC HT  -         167.270 (meters)     548.78  (feet)  COMP
 JZ0909  MODELED GRAV-     980,002.8   (mgal)                       NAVD 88
 JZ0909
 JZ0909  VERT ORDER  -  SECOND    CLASS 0
 JZ0909
 JZ0909.The horizontal coordinates were scaled from a topographic map and have
 JZ0909.an estimated accuracy of +/- 6 seconds.
 JZ0909
 JZ0909.The orthometric height was determined by differential leveling
 JZ0909.and adjusted by the National Geodetic Survey in June 1991..
 JZ0909
 JZ0909.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0909.See file dsdata.txt to determine how the superseded data were derived.
 JZ0909
 JZ0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ839388(NAD 83)
 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_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 = OCTOBER  6, 2006
 JZ1271 ***********************************************************************
 JZ1271  DESIGNATION -  Q 274
 JZ1271  PID         -  JZ1271
 JZ1271  STATE/COUNTY-  IN/UNION
 JZ1271  USGS QUAD   -  COLLEGE CORNER (1992)
 JZ1271
 JZ1271                         *CURRENT SURVEY CONTROL
 JZ1271  ___________________________________________________________________
 JZ1271* NAD 83(1986)-  39 31 33.     (N)    084 51 13.     (W)     SCALED    
 JZ1271* NAVD 88     -       303.540  (meters)     995.86   (feet)  ADJUSTED  
 JZ1271  ___________________________________________________________________
 JZ1271  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JZ1271  DYNAMIC HT  -         303.365 (meters)     995.29  (feet)  COMP
 JZ1271  MODELED GRAV-     980,043.0   (mgal)                       NAVD 88
 JZ1271
 JZ1271  VERT ORDER  -  SECOND    CLASS 0
 JZ1271
 JZ1271.The horizontal coordinates were scaled from a topographic map and have
 JZ1271.an estimated accuracy of +/- 6 seconds.
 JZ1271
 JZ1271.The orthometric height was determined by differential leveling
 JZ1271.and adjusted by the National Geodetic Survey in June 1991..
 JZ1271
 JZ1271.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1271.See file dsdata.txt to determine how the superseded data were derived.
 JZ1271
 JZ1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ844773(NAD 83)
 JZ1271_MARKER: DB = BENCH MARK DISK
 JZ1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1271_STAMPING: Q 274 1947
 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 = OCTOBER  6, 2006
 HA0922 ***********************************************************************
 HA0922  DESIGNATION -  Q 275
 HA0922  PID         -  HA0922
 HA0922  STATE/COUNTY-  IN/POSEY
 HA0922  USGS QUAD   -  MOUNT VERNON (1981)
 HA0922
 HA0922                         *CURRENT SURVEY CONTROL
 HA0922  ___________________________________________________________________
 HA0922* NAD 83(1986)-  37 55 45.     (N)    087 59 59.     (W)     SCALED    
 HA0922* NAVD 88     -       110.996  (meters)     364.16   (feet)  ADJUSTED  
 HA0922  ___________________________________________________________________
 HA0922  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HA0922  DYNAMIC HT  -         110.921 (meters)     363.91  (feet)  COMP
 HA0922  MODELED GRAV-     979,949.6   (mgal)                       NAVD 88
 HA0922
 HA0922  VERT ORDER  -  FIRST     CLASS II
 HA0922
 HA0922.The horizontal coordinates were scaled from a topographic map and have
 HA0922.an estimated accuracy of +/- 6 seconds.
 HA0922
 HA0922.The orthometric height was determined by differential leveling
 HA0922.and adjusted by the National Geodetic Survey in June 1991..
 HA0922
 HA0922.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0922.See file dsdata.txt to determine how the superseded data were derived.
 HA0922
 HA0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG121984(NAD 83)
 HA0922_MARKER: DB = BENCH MARK DISK
 HA0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0922_STAMPING: Q 275 1954
 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 = OCTOBER  6, 2006
 JZ1606 ***********************************************************************
 JZ1606  DESIGNATION -  Q 276
 JZ1606  PID         -  JZ1606
 JZ1606  STATE/COUNTY-  IN/FAYETTE
 JZ1606  USGS QUAD   -  CONNERSVILLE (1972)
 JZ1606
 JZ1606                         *CURRENT SURVEY CONTROL
 JZ1606  ___________________________________________________________________
 JZ1606* NAD 83(1986)-  39 40 10.     (N)    085 10 35.     (W)     SCALED    
 JZ1606* NAVD 88     -       305.701  (meters)    1002.95   (feet)  ADJUSTED  
 JZ1606  ___________________________________________________________________
 JZ1606  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ1606  DYNAMIC HT  -         305.522 (meters)    1002.37  (feet)  COMP
 JZ1606  MODELED GRAV-     980,030.0   (mgal)                       NAVD 88
 JZ1606
 JZ1606  VERT ORDER  -  SECOND    CLASS 0
 JZ1606
 JZ1606.The horizontal coordinates were scaled from a topographic map and have
 JZ1606.an estimated accuracy of +/- 6 seconds.
 JZ1606
 JZ1606.The orthometric height was determined by differential leveling
 JZ1606.and adjusted by the National Geodetic Survey in June 1991..
 JZ1606
 JZ1606.The geoid height was determined by GEOID03.
 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     -   490,930.      142,070.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1606.See file dsdata.txt to determine how the superseded data were derived.
 JZ1606
 JZ1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ564926(NAD 83)
 JZ1606_MARKER: DB = BENCH MARK DISK
 JZ1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1606_STAMPING: Q 276 1947
 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 = OCTOBER  6, 2006
 JZ1299 ***********************************************************************
 JZ1299  DESIGNATION -  Q 277
 JZ1299  PID         -  JZ1299
 JZ1299  STATE/COUNTY-  IN/WAYNE
 JZ1299  USGS QUAD   -  FAIRHAVEN (1960)
 JZ1299
 JZ1299                         *CURRENT SURVEY CONTROL
 JZ1299  ___________________________________________________________________
 JZ1299* NAD 83(1986)-  39 44 37.     (N)    084 48 51.     (W)     SCALED    
 JZ1299* NAVD 88     -       345.746  (meters)    1134.34   (feet)  ADJUSTED  
 JZ1299  ___________________________________________________________________
 JZ1299  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 JZ1299  DYNAMIC HT  -         345.542 (meters)    1133.67  (feet)  COMP
 JZ1299  MODELED GRAV-     980,025.4   (mgal)                       NAVD 88
 JZ1299
 JZ1299  VERT ORDER  -  SECOND    CLASS 0
 JZ1299
 JZ1299.The horizontal coordinates were scaled from a topographic map and have
 JZ1299.an estimated accuracy of +/- 6 seconds.
 JZ1299
 JZ1299.The orthometric height was determined by differential leveling
 JZ1299.and adjusted by the National Geodetic Survey in June 1991..
 JZ1299
 JZ1299.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1299.See file dsdata.txt to determine how the superseded data were derived.
 JZ1299
 JZ1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK872015(NAD 83)
 JZ1299_MARKER: DB = BENCH MARK DISK
 JZ1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1299_STAMPING: Q 277 1947
 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 = OCTOBER  6, 2006
 HZ1307 ***********************************************************************
 HZ1307  DESIGNATION -  Q 278
 HZ1307  PID         -  HZ1307
 HZ1307  STATE/COUNTY-  IN/CLARK
 HZ1307  USGS QUAD   -  BORDEN (1993)
 HZ1307
 HZ1307                         *CURRENT SURVEY CONTROL
 HZ1307  ___________________________________________________________________
 HZ1307* NAD 83(1986)-  38 27 34.     (N)    085 55 08.     (W)     SCALED    
 HZ1307* NAVD 88     -       162.828  (meters)     534.21   (feet)  ADJUSTED  
 HZ1307  ___________________________________________________________________
 HZ1307  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 HZ1307  DYNAMIC HT  -         162.717 (meters)     533.85  (feet)  COMP
 HZ1307  MODELED GRAV-     979,946.6   (mgal)                       NAVD 88
 HZ1307
 HZ1307  VERT ORDER  -  FIRST     CLASS II
 HZ1307
 HZ1307.The horizontal coordinates were scaled from a topographic map and have
 HZ1307.an estimated accuracy of +/- 6 seconds.
 HZ1307
 HZ1307.The orthometric height was determined by differential leveling
 HZ1307.and adjusted by the National Geodetic Survey in June 1991..
 HZ1307
 HZ1307.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1307.See file dsdata.txt to determine how the superseded data were derived.
 HZ1307
 HZ1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH943573(NAD 83)
 HZ1307_MARKER: DB = BENCH MARK DISK
 HZ1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1307_STAMPING: Q 278 1949
 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 = OCTOBER  6, 2006
 JA0178 ***********************************************************************
 JA0178  DESIGNATION -  Q 279
 JA0178  PID         -  JA0178
 JA0178  STATE/COUNTY-  IN/WASHINGTON
 JA0178  USGS QUAD   -  CAMPBELLSBURG (1970)
 JA0178
 JA0178                         *CURRENT SURVEY CONTROL
 JA0178  ___________________________________________________________________
 JA0178* NAD 83(1986)-  38 40 15.     (N)    086 18 18.     (W)     SCALED    
 JA0178* NAVD 88     -       240.291  (meters)     788.35   (feet)  ADJUSTED  
 JA0178  ___________________________________________________________________
 JA0178  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JA0178  DYNAMIC HT  -         240.132 (meters)     787.83  (feet)  COMP
 JA0178  MODELED GRAV-     979,960.7   (mgal)                       NAVD 88
 JA0178
 JA0178  VERT ORDER  -  FIRST     CLASS II
 JA0178
 JA0178.The horizontal coordinates were scaled from a topographic map and have
 JA0178.an estimated accuracy of +/- 6 seconds.
 JA0178
 JA0178.The orthometric height was determined by differential leveling
 JA0178.and adjusted by the National Geodetic Survey in June 1991..
 JA0178
 JA0178.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0178.See file dsdata.txt to determine how the superseded data were derived.
 JA0178
 JA0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH604804(NAD 83)
 JA0178_MARKER: DB = BENCH MARK DISK
 JA0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0178_STAMPING: Q 279 1949
 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 = OCTOBER  6, 2006
 LB1101 ***********************************************************************
 LB1101  DESIGNATION -  Q 28
 LB1101  PID         -  LB1101
 LB1101  STATE/COUNTY-  IN/WHITE
 LB1101  USGS QUAD   -  MONTICELLO SOUTH (1987)
 LB1101
 LB1101                         *CURRENT SURVEY CONTROL
 LB1101  ___________________________________________________________________
 LB1101* NAD 83(1986)-  40 44 55.     (N)    086 45 48.     (W)     SCALED    
 LB1101* NAVD 88     -       207.726  (meters)     681.51   (feet)  ADJUSTED  
 LB1101  ___________________________________________________________________
 LB1101  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 LB1101  DYNAMIC HT  -         207.629 (meters)     681.20  (feet)  COMP
 LB1101  MODELED GRAV-     980,155.3   (mgal)                       NAVD 88
 LB1101
 LB1101  VERT ORDER  -  SECOND    CLASS 0
 LB1101
 LB1101.The horizontal coordinates were scaled from a topographic map and have
 LB1101.an estimated accuracy of +/- 6 seconds.
 LB1101
 LB1101.The orthometric height was determined by differential leveling
 LB1101.and adjusted by the National Geodetic Survey in June 1991..
 LB1101
 LB1101.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1101.See file dsdata.txt to determine how the superseded data were derived.
 LB1101
 LB1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL199108(NAD 83)
 LB1101_MARKER: DB = BENCH MARK DISK
 LB1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1101_STAMPING: Q 28 1934
 LB1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1101+STABILITY: SURFACE MOTION
 LB1101
 LB1101  HISTORY     - Date     Condition        Report By
 LB1101  HISTORY     - 1934     MONUMENTED       CGS
 LB1101  HISTORY     - 1946     GOOD             NGS
 LB1101  HISTORY     - 1977     GOOD             LOCSUR
 LB1101
 LB1101                          STATION DESCRIPTION
 LB1101
 LB1101'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0403 ***********************************************************************
 KA0403  DESIGNATION -  Q 280
 KA0403  PID         -  KA0403
 KA0403  STATE/COUNTY-  IN/GREENE
 KA0403  USGS QUAD   -  SOLSBERRY (1983)
 KA0403
 KA0403                         *CURRENT SURVEY CONTROL
 KA0403  ___________________________________________________________________
 KA0403* NAD 83(1986)-  39 00 46.     (N)    086 48 27.     (W)     SCALED    
 KA0403* NAVD 88     -       230.701  (meters)     756.89   (feet)  ADJUSTED  
 KA0403  ___________________________________________________________________
 KA0403  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KA0403  DYNAMIC HT  -         230.557 (meters)     756.42  (feet)  COMP
 KA0403  MODELED GRAV-     979,999.8   (mgal)                       NAVD 88
 KA0403
 KA0403  VERT ORDER  -  FIRST     CLASS II
 KA0403
 KA0403.The horizontal coordinates were scaled from a topographic map and have
 KA0403.an estimated accuracy of +/- 6 seconds.
 KA0403
 KA0403.The orthometric height was determined by differential leveling
 KA0403.and adjusted by the National Geodetic Survey in June 1991..
 KA0403
 KA0403.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0403.See file dsdata.txt to determine how the superseded data were derived.
 KA0403
 KA0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ166182(NAD 83)
 KA0403_MARKER: DB = BENCH MARK DISK
 KA0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0403_STAMPING: Q 280 1949
 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 = OCTOBER  6, 2006
 JB0190 ***********************************************************************
 JB0190  DESIGNATION -  Q 282
 JB0190  PID         -  JB0190
 JB0190  STATE/COUNTY-  IN/POSEY
 JB0190  USGS QUAD   -  MAUNIE (1974)
 JB0190
 JB0190                         *CURRENT SURVEY CONTROL
 JB0190  ___________________________________________________________________
 JB0190* NAD 83(1986)-  38 02 38.     (N)    088 00 58.     (W)     SCALED    
 JB0190* NAVD 88     -       109.780  (meters)     360.17   (feet)  ADJUSTED  
 JB0190  ___________________________________________________________________
 JB0190  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 JB0190  DYNAMIC HT  -         109.706 (meters)     359.93  (feet)  COMP
 JB0190  MODELED GRAV-     979,953.3   (mgal)                       NAVD 88
 JB0190
 JB0190  VERT ORDER  -  FIRST     CLASS II
 JB0190
 JB0190.The horizontal coordinates were scaled from a topographic map and have
 JB0190.an estimated accuracy of +/- 6 seconds.
 JB0190
 JB0190.The orthometric height was determined by differential leveling
 JB0190.and adjusted by the National Geodetic Survey in June 1991..
 JB0190
 JB0190.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0190.See file dsdata.txt to determine how the superseded data were derived.
 JB0190
 JB0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH108111(NAD 83)
 JB0190_MARKER: DB = BENCH MARK DISK
 JB0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0190_STAMPING: Q 282 1954
 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 = OCTOBER  6, 2006
 HA0927 ***********************************************************************
 HA0927  DESIGNATION -  Q 283
 HA0927  PID         -  HA0927
 HA0927  STATE/COUNTY-  IN/POSEY
 HA0927  USGS QUAD   -  UNIONTOWN (1981)
 HA0927
 HA0927                         *CURRENT SURVEY CONTROL
 HA0927  ___________________________________________________________________
 HA0927* NAD 83(1986)-  37 47 41.     (N)    087 59 22.     (W)     SCALED    
 HA0927* NAVD 88     -       108.367  (meters)     355.53   (feet)  ADJUSTED  
 HA0927  ___________________________________________________________________
 HA0927  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 HA0927  DYNAMIC HT  -         108.292 (meters)     355.29  (feet)  COMP
 HA0927  MODELED GRAV-     979,937.6   (mgal)                       NAVD 88
 HA0927
 HA0927  VERT ORDER  -  FIRST     CLASS II
 HA0927
 HA0927.The horizontal coordinates were scaled from a topographic map and have
 HA0927.an estimated accuracy of +/- 6 seconds.
 HA0927
 HA0927.The orthometric height was determined by differential leveling
 HA0927.and adjusted by the National Geodetic Survey in June 1991..
 HA0927
 HA0927.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0927.See file dsdata.txt to determine how the superseded data were derived.
 HA0927
 HA0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG128835(NAD 83)
 HA0927_MARKER: DB = BENCH MARK DISK
 HA0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA0927_STAMPING: Q 283 1954
 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             USE
 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 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 = OCTOBER  6, 2006
 JA1195 ***********************************************************************
 JA1195  DESIGNATION -  Q 284
 JA1195  PID         -  JA1195
 JA1195  STATE/COUNTY-  IN/GIBSON
 JA1195  USGS QUAD   -  GRAYVILLE (1980)
 JA1195
 JA1195                         *CURRENT SURVEY CONTROL
 JA1195  ___________________________________________________________________
 JA1195* NAD 83(1986)-  38 15 20.     (N)    087 56 17.     (W)     SCALED    
 JA1195* NAVD 88     -       113.921  (meters)     373.76   (feet)  ADJUSTED  
 JA1195  ___________________________________________________________________
 JA1195  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 JA1195  DYNAMIC HT  -         113.846 (meters)     373.51  (feet)  COMP
 JA1195  MODELED GRAV-     979,972.6   (mgal)                       NAVD 88
 JA1195
 JA1195  VERT ORDER  -  FIRST     CLASS II
 JA1195
 JA1195.The horizontal coordinates were scaled from a topographic map and have
 JA1195.an estimated accuracy of +/- 6 seconds.
 JA1195
 JA1195.The orthometric height was determined by differential leveling
 JA1195.and adjusted by the National Geodetic Survey in June 1991..
 JA1195
 JA1195.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1195.See file dsdata.txt to determine how the superseded data were derived.
 JA1195
 JA1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH179345(NAD 83)
 JA1195_MARKER: DB = BENCH MARK DISK
 JA1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1195_STAMPING: Q 284 1954
 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 = OCTOBER  6, 2006
 JA1160 ***********************************************************************
 JA1160  DESIGNATION -  Q 285
 JA1160  PID         -  JA1160
 JA1160  STATE/COUNTY-  IN/KNOX
 JA1160  USGS QUAD   -  EAST MOUNT CARMEL (1989)
 JA1160
 JA1160                         *CURRENT SURVEY CONTROL
 JA1160  ___________________________________________________________________
 JA1160* NAD 83(1986)-  38 26 05.     (N)    087 44 24.     (W)     SCALED    
 JA1160* NAVD 88     -       120.547  (meters)     395.49   (feet)  ADJUSTED  
 JA1160  ___________________________________________________________________
 JA1160  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JA1160  DYNAMIC HT  -         120.470 (meters)     395.24  (feet)  COMP
 JA1160  MODELED GRAV-     979,993.7   (mgal)                       NAVD 88
 JA1160
 JA1160  VERT ORDER  -  FIRST     CLASS II
 JA1160
 JA1160.The horizontal coordinates were scaled from a topographic map and have
 JA1160.an estimated accuracy of +/- 6 seconds.
 JA1160
 JA1160.The orthometric height was determined by differential leveling
 JA1160.and adjusted by the National Geodetic Survey in June 1991..
 JA1160
 JA1160.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1160.See file dsdata.txt to determine how the superseded data were derived.
 JA1160
 JA1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH354543(NAD 83)
 JA1160_MARKER: DB = BENCH MARK DISK
 JA1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1160_SP_SET: STONE
 JA1160_STAMPING: Q 258 1954
 JA1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1160+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 ME1133 ***********************************************************************
 ME1133  DESIGNATION -  Q 286
 ME1133  PID         -  ME1133
 ME1133  STATE/COUNTY-  IN/LAKE
 ME1133  USGS QUAD   -  SCHNEIDER (1992)
 ME1133
 ME1133                         *CURRENT SURVEY CONTROL
 ME1133  ___________________________________________________________________
 ME1133* NAD 83(1986)-  41 12 43.     (N)    087 26 53.     (W)     SCALED    
 ME1133* NAVD 88     -       194.467  (meters)     638.01   (feet)  ADJUSTED  
 ME1133  ___________________________________________________________________
 ME1133  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 ME1133  DYNAMIC HT  -         194.386 (meters)     637.75  (feet)  COMP
 ME1133  MODELED GRAV-     980,200.6   (mgal)                       NAVD 88
 ME1133
 ME1133  VERT ORDER  -  SECOND    CLASS 0
 ME1133
 ME1133.The horizontal coordinates were scaled from a topographic map and have
 ME1133.an estimated accuracy of +/- 6 seconds.
 ME1133
 ME1133.The orthometric height was determined by differential leveling
 ME1133.and adjusted by the National Geodetic Survey in June 1991..
 ME1133
 ME1133.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1133.See file dsdata.txt to determine how the superseded data were derived.
 ME1133
 ME1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL624623(NAD 83)
 ME1133_MARKER: DB = BENCH MARK DISK
 ME1133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1133_SP_SET: ABUTMENT
 ME1133_STAMPING: Q 286 1954
 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 = OCTOBER  6, 2006
 ME0703 ***********************************************************************
 ME0703  DESIGNATION -  Q 29
 ME0703  PID         -  ME0703
 ME0703  STATE/COUNTY-  IN/PULASKI
 ME0703  USGS QUAD   -  MEDARYVILLE (1962)
 ME0703
 ME0703                         *CURRENT SURVEY CONTROL
 ME0703  ___________________________________________________________________
 ME0703* NAD 83(1986)-  41 04 46.     (N)    086 53 09.     (W)     SCALED    
 ME0703* NAVD 88     -       209.548  (meters)     687.49   (feet)  ADJUSTED  
 ME0703  ___________________________________________________________________
 ME0703  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 ME0703  DYNAMIC HT  -         209.457 (meters)     687.19  (feet)  COMP
 ME0703  MODELED GRAV-     980,183.2   (mgal)                       NAVD 88
 ME0703
 ME0703  VERT ORDER  -  SECOND    CLASS 0
 ME0703
 ME0703.The horizontal coordinates were scaled from a topographic map and have
 ME0703.an estimated accuracy of +/- 6 seconds.
 ME0703
 ME0703.The orthometric height was determined by differential leveling
 ME0703.and adjusted by the National Geodetic Survey in June 1991..
 ME0703
 ME0703.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0703.See file dsdata.txt to determine how the superseded data were derived.
 ME0703
 ME0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL095475(NAD 83)
 ME0703_MARKER: DB = BENCH MARK DISK
 ME0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0703_STAMPING: Q 29 1934
 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             NGS
 ME0703  HISTORY     - 1969     GOOD             NGS
 ME0703
 ME0703                          STATION DESCRIPTION
 ME0703
 ME0703'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1969
 ME0703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1295 ***********************************************************************
 JA1295  DESIGNATION -  Q 292
 JA1295  PID         -  JA1295
 JA1295  STATE/COUNTY-  IN/SULLIVAN
 JA1295  USGS QUAD   -  HEATHSVILLE (1989)
 JA1295
 JA1295                         *CURRENT SURVEY CONTROL
 JA1295  ___________________________________________________________________
 JA1295* NAD 83(1986)-  38 54 40.     (N)    087 30 49.     (W)     SCALED    
 JA1295* NAVD 88     -       130.451  (meters)     427.99   (feet)  ADJUSTED  
 JA1295  ___________________________________________________________________
 JA1295  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JA1295  DYNAMIC HT  -         130.373 (meters)     427.73  (feet)  COMP
 JA1295  MODELED GRAV-     980,027.6   (mgal)                       NAVD 88
 JA1295
 JA1295  VERT ORDER  -  FIRST     CLASS II
 JA1295
 JA1295.The horizontal coordinates were scaled from a topographic map and have
 JA1295.an estimated accuracy of +/- 6 seconds.
 JA1295
 JA1295.The orthometric height was determined by differential leveling
 JA1295.and adjusted by the National Geodetic Survey in June 1991..
 JA1295
 JA1295.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1295.See file dsdata.txt to determine how the superseded data were derived.
 JA1295
 JA1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ554070(NAD 83)
 JA1295_MARKER: DB = BENCH MARK DISK
 JA1295_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA1295_SP_SET: 50 FEET
 JA1295_STAMPING: Q 292 1956
 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 = OCTOBER  6, 2006
 KA1275 ***********************************************************************
 KA1275  DESIGNATION -  Q 293
 KA1275  PID         -  KA1275
 KA1275  STATE/COUNTY-  IN/VIGO
 KA1275  USGS QUAD   -  HUTTON (1983)
 KA1275
 KA1275                         *CURRENT SURVEY CONTROL
 KA1275  ___________________________________________________________________
 KA1275* NAD 83(1986)-  39 20 17.     (N)    087 33 29.     (W)     SCALED    
 KA1275* NAVD 88     -       137.225  (meters)     450.21   (feet)  ADJUSTED  
 KA1275  ___________________________________________________________________
 KA1275  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KA1275  DYNAMIC HT  -         137.146 (meters)     449.95  (feet)  COMP
 KA1275  MODELED GRAV-     980,050.2   (mgal)                       NAVD 88
 KA1275
 KA1275  VERT ORDER  -  FIRST     CLASS II
 KA1275
 KA1275.The horizontal coordinates were scaled from a topographic map and have
 KA1275.an estimated accuracy of +/- 6 seconds.
 KA1275
 KA1275.The orthometric height was determined by differential leveling
 KA1275.and adjusted by the National Geodetic Survey in June 1991..
 KA1275
 KA1275.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1275.See file dsdata.txt to determine how the superseded data were derived.
 KA1275
 KA1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ519544(NAD 83)
 KA1275_MARKER: DB = BENCH MARK DISK
 KA1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1275_STAMPING: Q 293 1956
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1969
 KA1275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0668 ***********************************************************************
 KA0668  DESIGNATION -  Q 3
 KA0668  PID         -  KA0668
 KA0668  STATE/COUNTY-  IN/HENDRICKS
 KA0668  USGS QUAD   -  COATESVILLE (1983)
 KA0668
 KA0668                         *CURRENT SURVEY CONTROL
 KA0668  ___________________________________________________________________
 KA0668* NAD 83(1986)-  39 42 32.     (N)    086 40 19.     (W)     SCALED    
 KA0668* NAVD 88     -       277.265  (meters)     909.66   (feet)  POSTED    
 KA0668  ___________________________________________________________________
 KA0668  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KA0668  DYNAMIC HT  -         277.110 (meters)     909.15  (feet)  COMP
 KA0668  MODELED GRAV-     980,063.8   (mgal)                       NAVD 88
 KA0668
 KA0668  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KA0668
 KA0668.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KA0668.rate of 1.1 thru 2.0 mm/km.
 KA0668
 KA0668.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0668.See file dsdata.txt to determine how the superseded data were derived.
 KA0668
 KA0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ281954(NAD 83)
 KA0668_MARKER: DB = BENCH MARK DISK
 KA0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0668_SP_SET: STONE POST
 KA0668_STAMPING: ELEV 910.001 FT Q 3
 KA0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0668+STABILITY: SURFACE MOTION
 KA0668
 KA0668  HISTORY     - Date     Condition        Report By
 KA0668  HISTORY     - UNK      MONUMENTED       CGS
 KA0668  HISTORY     - 1946     GOOD             NGS
 KA0668  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0668
 KA0668                          STATION DESCRIPTION
 KA0668
 KA0668'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0970 ***********************************************************************
 MD0970  DESIGNATION -  Q 305
 MD0970  PID         -  MD0970
 MD0970  STATE/COUNTY-  IN/ALLEN
 MD0970  USGS QUAD   -  CHURUBUSCO (1965)
 MD0970
 MD0970                         *CURRENT SURVEY CONTROL
 MD0970  ___________________________________________________________________
 MD0970* NAD 83(1986)-  41 10 46.     (N)    085 17 04.     (W)     SCALED    
 MD0970* NAVD 88     -       258.918  (meters)     849.47   (feet)  ADJUSTED  
 MD0970  ___________________________________________________________________
 MD0970  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 MD0970  DYNAMIC HT  -         258.821 (meters)     849.15  (feet)  COMP
 MD0970  MODELED GRAV-     980,241.0   (mgal)                       NAVD 88
 MD0970
 MD0970  VERT ORDER  -  SECOND    CLASS 0
 MD0970
 MD0970.The horizontal coordinates were scaled from a topographic map and have
 MD0970.an estimated accuracy of +/- 6 seconds.
 MD0970
 MD0970.The orthometric height was determined by differential leveling
 MD0970.and adjusted by the National Geodetic Survey in June 1991..
 MD0970
 MD0970.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0970.See file dsdata.txt to determine how the superseded data were derived.
 MD0970
 MD0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL438600(NAD 83)
 MD0970_MARKER: DB = BENCH MARK DISK
 MD0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0970_STAMPING: Q 305 1963
 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 = OCTOBER  6, 2006
 JA0077 ***********************************************************************
 JA0077  DESIGNATION -  Q 309
 JA0077  PID         -  JA0077
 JA0077  STATE/COUNTY-  IN/ORANGE
 JA0077  USGS QUAD   -  MITCHELL (1980)
 JA0077
 JA0077                         *CURRENT SURVEY CONTROL
 JA0077  ___________________________________________________________________
 JA0077* NAD 83(1986)-  38 39 24.     (N)    086 26 52.     (W)     SCALED    
 JA0077* NAVD 88     -       196.131  (meters)     643.47   (feet)  ADJUSTED  
 JA0077  ___________________________________________________________________
 JA0077  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JA0077  DYNAMIC HT  -         196.001 (meters)     643.05  (feet)  COMP
 JA0077  MODELED GRAV-     979,958.7   (mgal)                       NAVD 88
 JA0077
 JA0077  VERT ORDER  -  FIRST     CLASS II
 JA0077
 JA0077.The horizontal coordinates were scaled from a topographic map and have
 JA0077.an estimated accuracy of +/- 6 seconds.
 JA0077
 JA0077.The orthometric height was determined by differential leveling
 JA0077.and adjusted by the National Geodetic Survey in June 1991..
 JA0077
 JA0077.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0077.See file dsdata.txt to determine how the superseded data were derived.
 JA0077
 JA0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH480788(NAD 83)
 JA0077_MARKER: DB = BENCH MARK DISK
 JA0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0077_STAMPING: Q 309 1965
 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 = OCTOBER  6, 2006
 LB0720 ***********************************************************************
 LB0720  DESIGNATION -  Q 31
 LB0720  PID         -  LB0720
 LB0720  STATE/COUNTY-  IN/CLINTON
 LB0720  USGS QUAD   -  MULBERRY (1980)
 LB0720
 LB0720                         *CURRENT SURVEY CONTROL
 LB0720  ___________________________________________________________________
 LB0720* NAD 83(1986)-  40 19 40.     (N)    086 37 57.     (W)     SCALED    
 LB0720* NAVD 88     -       233.162  (meters)     764.97   (feet)  ADJUSTED  
 LB0720  ___________________________________________________________________
 LB0720  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 LB0720  DYNAMIC HT  -         233.042 (meters)     764.57  (feet)  COMP
 LB0720  MODELED GRAV-     980,103.7   (mgal)                       NAVD 88
 LB0720
 LB0720  VERT ORDER  -  SECOND    CLASS 0
 LB0720
 LB0720.The horizontal coordinates were scaled from a topographic map and have
 LB0720.an estimated accuracy of +/- 6 seconds.
 LB0720
 LB0720.The orthometric height was determined by differential leveling
 LB0720.and adjusted by the National Geodetic Survey in June 1991..
 LB0720
 LB0720.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0720.See file dsdata.txt to determine how the superseded data were derived.
 LB0720
 LB0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK312642(NAD 83)
 LB0720_MARKER: DB = BENCH MARK DISK
 LB0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0720_STAMPING: Q 31 1934
 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             NGS
 LB0720  HISTORY     - 20020520 MARK NOT FOUND   INDIV
 LB0720
 LB0720                          STATION DESCRIPTION
 LB0720
 LB0720'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0377 ***********************************************************************
 JA0377  DESIGNATION -  Q 310
 JA0377  PID         -  JA0377
 JA0377  STATE/COUNTY-  IN/ORANGE
 JA0377  USGS QUAD   -  VALEENE (1993)
 JA0377
 JA0377                         *CURRENT SURVEY CONTROL
 JA0377  ___________________________________________________________________
 JA0377* NAD 83(1986)-  38 24 40.     (N)    086 27 03.     (W)     SCALED    
 JA0377* NAVD 88     -       239.502  (meters)     785.77   (feet)  ADJUSTED  
 JA0377  ___________________________________________________________________
 JA0377  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JA0377  DYNAMIC HT  -         239.333 (meters)     785.21  (feet)  COMP
 JA0377  MODELED GRAV-     979,918.9   (mgal)                       NAVD 88
 JA0377
 JA0377  VERT ORDER  -  FIRST     CLASS II
 JA0377
 JA0377.The horizontal coordinates were scaled from a topographic map and have
 JA0377.an estimated accuracy of +/- 6 seconds.
 JA0377
 JA0377.The orthometric height was determined by differential leveling
 JA0377.and adjusted by the National Geodetic Survey in June 1991..
 JA0377
 JA0377.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0377.See file dsdata.txt to determine how the superseded data were derived.
 JA0377
 JA0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH479515(NAD 83)
 JA0377_MARKER: DB = BENCH MARK DISK
 JA0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0377_STAMPING: Q 310 1965
 JA0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA0377+STABILITY: SURFACE MOTION
 JA0377
 JA0377  HISTORY     - Date     Condition        Report By
 JA0377  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0732 ***********************************************************************
 JA0732  DESIGNATION -  Q 311
 JA0732  PID         -  JA0732
 JA0732  STATE/COUNTY-  IN/DAVIESS
 JA0732  USGS QUAD   -  LOOGOOTEE (1978)
 JA0732
 JA0732                         *CURRENT SURVEY CONTROL
 JA0732  ___________________________________________________________________
 JA0732* NAD 83(1986)-  38 40 18.     (N)    086 58 23.     (W)     SCALED    
 JA0732* NAVD 88     -       156.492  (meters)     513.42   (feet)  ADJUSTED  
 JA0732  ___________________________________________________________________
 JA0732  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JA0732  DYNAMIC HT  -         156.392 (meters)     513.10  (feet)  COMP
 JA0732  MODELED GRAV-     979,988.5   (mgal)                       NAVD 88
 JA0732
 JA0732  VERT ORDER  -  FIRST     CLASS II
 JA0732
 JA0732.The horizontal coordinates were scaled from a topographic map and have
 JA0732.an estimated accuracy of +/- 6 seconds.
 JA0732
 JA0732.The orthometric height was determined by differential leveling
 JA0732.and adjusted by the National Geodetic Survey in June 1991..
 JA0732
 JA0732.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0732.See file dsdata.txt to determine how the superseded data were derived.
 JA0732
 JA0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH023803(NAD 83)
 JA0732_MARKER: DB = BENCH MARK DISK
 JA0732_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA0732_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA0732_STAMPING: Q 311 1965
 JA0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA0732
 JA0732  HISTORY     - Date     Condition        Report By
 JA0732  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0264 ***********************************************************************
 JA0264  DESIGNATION -  Q 312
 JA0264  PID         -  JA0264
 JA0264  STATE/COUNTY-  IN/CRAWFORD
 JA0264  USGS QUAD   -  MILLTOWN (1980)
 JA0264
 JA0264                         *CURRENT SURVEY CONTROL
 JA0264  ___________________________________________________________________
 JA0264* NAD 83(1986)-  38 20 53.     (N)    086 16 59.     (W)     SCALED    
 JA0264* NAVD 88     -       172.215  (meters)     565.01   (feet)  ADJUSTED  
 JA0264  ___________________________________________________________________
 JA0264  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JA0264  DYNAMIC HT  -         172.095 (meters)     564.62  (feet)  COMP
 JA0264  MODELED GRAV-     979,927.6   (mgal)                       NAVD 88
 JA0264
 JA0264  VERT ORDER  -  FIRST     CLASS II
 JA0264
 JA0264.The horizontal coordinates were scaled from a topographic map and have
 JA0264.an estimated accuracy of +/- 6 seconds.
 JA0264
 JA0264.The orthometric height was determined by differential leveling
 JA0264.and adjusted by the National Geodetic Survey in June 1991..
 JA0264
 JA0264.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0264.See file dsdata.txt to determine how the superseded data were derived.
 JA0264
 JA0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH626446(NAD 83)
 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 = OCTOBER  6, 2006
 HZ1354 ***********************************************************************
 HZ1354  DESIGNATION -  Q 313
 HZ1354  PID         -  HZ1354
 HZ1354  STATE/COUNTY-  IN/FLOYD
 HZ1354  USGS QUAD   -  GEORGETOWN (1993)
 HZ1354
 HZ1354                         *CURRENT SURVEY CONTROL
 HZ1354  ___________________________________________________________________
 HZ1354* NAD 83(1986)-  38 17 23.     (N)    085 56 18.     (W)     SCALED    
 HZ1354* NAVD 88     -       233.372  (meters)     765.65   (feet)  ADJUSTED  
 HZ1354  ___________________________________________________________________
 HZ1354  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 HZ1354  DYNAMIC HT  -         233.210 (meters)     765.12  (feet)  COMP
 HZ1354  MODELED GRAV-     979,928.3   (mgal)                       NAVD 88
 HZ1354
 HZ1354  VERT ORDER  -  FIRST     CLASS II
 HZ1354
 HZ1354.The horizontal coordinates were scaled from a topographic map and have
 HZ1354.an estimated accuracy of +/- 6 seconds.
 HZ1354
 HZ1354.The orthometric height was determined by differential leveling
 HZ1354.and adjusted by the National Geodetic Survey in June 1991..
 HZ1354
 HZ1354.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1354.See file dsdata.txt to determine how the superseded data were derived.
 HZ1354
 HZ1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH928384(NAD 83)
 HZ1354_MARKER: DB = BENCH MARK DISK
 HZ1354_SETTING: 66 = SET IN ROCK OUTCROP
 HZ1354_SP_SET: ROCK CLIFF
 HZ1354_STAMPING: Q 313 1965
 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 = OCTOBER  6, 2006
 JA0881 ***********************************************************************
 JA0881  CBN         -  This is a Cooperative Base Network Control Station.
 JA0881  DESIGNATION -  Q 314
 JA0881  PID         -  JA0881
 JA0881  STATE/COUNTY-  IN/KNOX
 JA0881  USGS QUAD   -  FRITCHTON (1988)
 JA0881
 JA0881                         *CURRENT SURVEY CONTROL
 JA0881  ___________________________________________________________________
 JA0881* NAD 83(1997)-  38 41 02.76479(N)    087 27 22.31212(W)     ADJUSTED  
 JA0881* NAVD 88     -       161.275  (meters)     529.12   (feet)  ADJUSTED  
 JA0881  ___________________________________________________________________
 JA0881  X           -     221,268.705 (meters)                     COMP
 JA0881  Y           -  -4,980,509.853 (meters)                     COMP
 JA0881  Z           -   3,965,083.727 (meters)                     COMP
 JA0881  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 JA0881  ELLIP HEIGHT-         129.43  (meters)          (04/10/98) GPS OBS
 JA0881  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 JA0881  DYNAMIC HT  -         161.175 (meters)     528.79  (feet)  COMP
 JA0881  MODELED GRAV-     980,004.9   (mgal)                       NAVD 88
 JA0881
 JA0881  HORZ ORDER  -  B
 JA0881  VERT ORDER  -  FIRST     CLASS II
 JA0881  ELLP ORDER  -  FOURTH    CLASS I
 JA0881
 JA0881.The horizontal coordinates were established by GPS observations
 JA0881.and adjusted by the National Geodetic Survey in April 1998..
 JA0881
 JA0881.The orthometric height was determined by differential leveling
 JA0881.and adjusted by the National Geodetic Survey in June 1991..
 JA0881
 JA0881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA0881
 JA0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA0881
 JA0881.The ellipsoidal height was determined by GPS observations
 JA0881.and is referenced to NAD 83.
 JA0881
 JA0881.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 JA0881;SPC IN W     -   381,494.749   867,557.990   MT  0.99997962   -0 13 59.0
 JA0881;SPC IN W     - 1,251,620.69  2,846,313.17   sFT  0.99997962   -0 13 59.0
 JA0881;UTM  16      - 4,281,820.650   460,321.888   MT  0.99961939   -0 17 06.5
 JA0881
 JA0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA0881!SPC IN W     -   0.99997969  x   0.99997962  =   0.99995931
 JA0881!UTM  16      -   0.99997969  x   0.99961939  =   0.99959909
 JA0881
 JA0881                          SUPERSEDED SURVEY CONTROL
 JA0881
 JA0881  NAVD 88 (04/10/98)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0881.See file dsdata.txt to determine how the superseded data were derived.
 JA0881
 JA0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH6032281821(NAD 83)
 JA0881_MARKER: DB = BENCH MARK DISK
 JA0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0881_SP_SET: CONCRETE POST
 JA0881_STAMPING: Q 314 1965
 JA0881_MARK LOGO: CGS   
 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 - March 28, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1082 ***********************************************************************
 JA1082  DESIGNATION -  Q 315
 JA1082  PID         -  JA1082
 JA1082  STATE/COUNTY-  IN/PIKE
 JA1082  USGS QUAD   -  PETERSBURG (1980)
 JA1082
 JA1082                         *CURRENT SURVEY CONTROL
 JA1082  ___________________________________________________________________
 JA1082* NAD 83(1986)-  38 27 11.     (N)    087 17 17.     (W)     SCALED    
 JA1082* NAVD 88     -       136.437  (meters)     447.63   (feet)  ADJUSTED  
 JA1082  ___________________________________________________________________
 JA1082  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 JA1082  DYNAMIC HT  -         136.348 (meters)     447.34  (feet)  COMP
 JA1082  MODELED GRAV-     979,974.4   (mgal)                       NAVD 88
 JA1082
 JA1082  VERT ORDER  -  FIRST     CLASS II
 JA1082
 JA1082.The horizontal coordinates were scaled from a topographic map and have
 JA1082.an estimated accuracy of +/- 6 seconds.
 JA1082
 JA1082.The orthometric height was determined by differential leveling
 JA1082.and adjusted by the National Geodetic Survey in June 1991..
 JA1082
 JA1082.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1082.See file dsdata.txt to determine how the superseded data were derived.
 JA1082
 JA1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH748561(NAD 83)
 JA1082_MARKER: DB = BENCH MARK DISK
 JA1082_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA1082_SP_SET: 1 FOOT
 JA1082_STAMPING: Q 315 1965
 JA1082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  6, 2006
 JA1045 ***********************************************************************
 JA1045  DESIGNATION -  Q 316
 JA1045  PID         -  JA1045
 JA1045  STATE/COUNTY-  IN/WARRICK
 JA1045  USGS QUAD   -  ELBERFELD (1988)
 JA1045
 JA1045                         *CURRENT SURVEY CONTROL
 JA1045  ___________________________________________________________________
 JA1045* NAD 83(1986)-  38 07 54.     (N)    087 27 49.     (W)     SCALED    
 JA1045* NAVD 88     -       119.702  (meters)     392.72   (feet)  ADJUSTED  
 JA1045  ___________________________________________________________________
 JA1045  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JA1045  DYNAMIC HT  -         119.621 (meters)     392.46  (feet)  COMP
 JA1045  MODELED GRAV-     979,948.9   (mgal)                       NAVD 88
 JA1045
 JA1045  VERT ORDER  -  FIRST     CLASS II
 JA1045
 JA1045.The horizontal coordinates were scaled from a topographic map and have
 JA1045.an estimated accuracy of +/- 6 seconds.
 JA1045
 JA1045.The orthometric height was determined by differential leveling
 JA1045.and adjusted by the National Geodetic Survey in June 1991..
 JA1045
 JA1045.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1045.See file dsdata.txt to determine how the superseded data were derived.
 JA1045
 JA1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH593205(NAD 83)
 JA1045_MARKER: DB = BENCH MARK DISK
 JA1045_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JA1045_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JA1045_STAMPING: Q 316 1965
 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 = OCTOBER  6, 2006
 JA0614 ***********************************************************************
 JA0614  DESIGNATION -  Q 317
 JA0614  PID         -  JA0614
 JA0614  STATE/COUNTY-  IN/SPENCER
 JA0614  USGS QUAD   -  DALE (1980)
 JA0614
 JA0614                         *CURRENT SURVEY CONTROL
 JA0614  ___________________________________________________________________
 JA0614* NAD 83(1986)-  38 08 15.     (N)    086 59 21.     (W)     SCALED    
 JA0614* NAVD 88     -       123.446  (meters)     405.01   (feet)  ADJUSTED  
 JA0614  ___________________________________________________________________
 JA0614  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 JA0614  DYNAMIC HT  -         123.363 (meters)     404.73  (feet)  COMP
 JA0614  MODELED GRAV-     979,958.1   (mgal)                       NAVD 88
 JA0614
 JA0614  VERT ORDER  -  FIRST     CLASS II
 JA0614
 JA0614.The horizontal coordinates were scaled from a topographic map and have
 JA0614.an estimated accuracy of +/- 6 seconds.
 JA0614
 JA0614.The orthometric height was determined by differential leveling
 JA0614.and adjusted by the National Geodetic Survey in June 1991..
 JA0614
 JA0614.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0614.See file dsdata.txt to determine how the superseded data were derived.
 JA0614
 JA0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH009210(NAD 83)
 JA0614_MARKER: DB = BENCH MARK DISK
 JA0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0614_STAMPING: Q 317 1965
 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 = OCTOBER  6, 2006
 HA1076 ***********************************************************************
 HA1076  DESIGNATION -  Q 318
 HA1076  PID         -  HA1076
 HA1076  STATE/COUNTY-  IN/POSEY
 HA1076  USGS QUAD   -  MOUNT VERNON (1981)
 HA1076
 HA1076                         *CURRENT SURVEY CONTROL
 HA1076  ___________________________________________________________________
 HA1076* NAD 83(1986)-  37 55 05.     (N)    087 55 18.     (W)     SCALED    
 HA1076* NAVD 88     -       120.722  (meters)     396.07   (feet)  ADJUSTED  
 HA1076  ___________________________________________________________________
 HA1076  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 HA1076  DYNAMIC HT  -         120.640 (meters)     395.80  (feet)  COMP
 HA1076  MODELED GRAV-     979,947.3   (mgal)                       NAVD 88
 HA1076
 HA1076  VERT ORDER  -  FIRST     CLASS II
 HA1076
 HA1076.The horizontal coordinates were scaled from a topographic map and have
 HA1076.an estimated accuracy of +/- 6 seconds.
 HA1076
 HA1076.The orthometric height was determined by differential leveling
 HA1076.and adjusted by the National Geodetic Survey in June 1991..
 HA1076
 HA1076.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1076.See file dsdata.txt to determine how the superseded data were derived.
 HA1076
 HA1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG189971(NAD 83)
 HA1076_MARKER: DB = BENCH MARK DISK
 HA1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA1076_STAMPING: Q 318 1965
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ0800 ***********************************************************************
 HZ0800  DESIGNATION -  Q 319
 HZ0800  PID         -  HZ0800
 HZ0800  STATE/COUNTY-  IN/SWITZERLAND
 HZ0800  USGS QUAD   -  PATRIOT (1994)
 HZ0800
 HZ0800                         *CURRENT SURVEY CONTROL
 HZ0800  ___________________________________________________________________
 HZ0800* NAD 83(1986)-  38 50 04.     (N)    084 49 48.     (W)     SCALED    
 HZ0800* NAVD 88     -       141.807  (meters)     465.25   (feet)  ADJUSTED  
 HZ0800  ___________________________________________________________________
 HZ0800  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 HZ0800  DYNAMIC HT  -         141.718 (meters)     464.95  (feet)  COMP
 HZ0800  MODELED GRAV-     979,993.5   (mgal)                       NAVD 88
 HZ0800
 HZ0800  VERT ORDER  -  FIRST     CLASS II
 HZ0800
 HZ0800.The horizontal coordinates were scaled from a topographic map and have
 HZ0800.an estimated accuracy of +/- 6 seconds.
 HZ0800
 HZ0800.The orthometric height was determined by differential leveling
 HZ0800.and adjusted by the National Geodetic Survey in June 1991..
 HZ0800
 HZ0800.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0800.See file dsdata.txt to determine how the superseded data were derived.
 HZ0800
 HZ0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ883006(NAD 83)
 HZ0800_MARKER: DB = BENCH MARK DISK
 HZ0800_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0800_SP_SET: CULVERT
 HZ0800_STAMPING: Q 319 1965
 HZ0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 HZ1047 ***********************************************************************
 HZ1047  DESIGNATION -  Q 320
 HZ1047  PID         -  HZ1047
 HZ1047  STATE/COUNTY-  IN/JEFFERSON
 HZ1047  USGS QUAD   -  MADISON EAST (1994)
 HZ1047
 HZ1047                         *CURRENT SURVEY CONTROL
 HZ1047  ___________________________________________________________________
 HZ1047* NAD 83(1986)-  38 44 28.     (N)    085 16 08.     (W)     SCALED    
 HZ1047* NAVD 88     -       139.308  (meters)     457.05   (feet)  ADJUSTED  
 HZ1047  ___________________________________________________________________
 HZ1047  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 HZ1047  DYNAMIC HT  -         139.217 (meters)     456.75  (feet)  COMP
 HZ1047  MODELED GRAV-     979,970.5   (mgal)                       NAVD 88
 HZ1047
 HZ1047  VERT ORDER  -  FIRST     CLASS II
 HZ1047
 HZ1047.The horizontal coordinates were scaled from a topographic map and have
 HZ1047.an estimated accuracy of +/- 6 seconds.
 HZ1047
 HZ1047.The orthometric height was determined by differential leveling
 HZ1047.and adjusted by the National Geodetic Survey in June 1991..
 HZ1047
 HZ1047.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1047.See file dsdata.txt to determine how the superseded data were derived.
 HZ1047
 HZ1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH504894(NAD 83)
 HZ1047_MARKER: DB = BENCH MARK DISK
 HZ1047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1047_SP_SET: CULVERT
 HZ1047_STAMPING: Q 320 1965
 HZ1047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 HZ1711 ***********************************************************************
 HZ1711  DESIGNATION -  Q 321
 HZ1711  PID         -  HZ1711
 HZ1711  STATE/COUNTY-  IN/JEFFERSON
 HZ1711  USGS QUAD   -  KENT (1994)
 HZ1711
 HZ1711                         *CURRENT SURVEY CONTROL
 HZ1711  ___________________________________________________________________
 HZ1711* NAD 83(1986)-  38 38 40.     (N)    085 31 30.     (W)     SCALED    
 HZ1711* NAVD 88     -       238.051  (meters)     781.01   (feet)  ADJUSTED  
 HZ1711  ___________________________________________________________________
 HZ1711  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HZ1711  DYNAMIC HT  -         237.892 (meters)     780.48  (feet)  COMP
 HZ1711  MODELED GRAV-     979,957.6   (mgal)                       NAVD 88
 HZ1711
 HZ1711  VERT ORDER  -  FIRST     CLASS II
 HZ1711
 HZ1711.The horizontal coordinates were scaled from a topographic map and have
 HZ1711.an estimated accuracy of +/- 6 seconds.
 HZ1711
 HZ1711.The orthometric height was determined by differential leveling
 HZ1711.and adjusted by the National Geodetic Survey in June 1991..
 HZ1711
 HZ1711.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1711.See file dsdata.txt to determine how the superseded data were derived.
 HZ1711
 HZ1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH283783(NAD 83)
 HZ1711_MARKER: DB = BENCH MARK DISK
 HZ1711_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HZ1711_SP_SET: 17 FEET
 HZ1711_STAMPING: Q 321 1965
 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 = OCTOBER  6, 2006
 HZ1629 ***********************************************************************
 HZ1629  DESIGNATION -  Q 322
 HZ1629  PID         -  HZ1629
 HZ1629  STATE/COUNTY-  IN/CLARK
 HZ1629  USGS QUAD   -  JEFFERSONVILLE (1993)
 HZ1629
 HZ1629                         *CURRENT SURVEY CONTROL
 HZ1629  ___________________________________________________________________
 HZ1629* NAD 83(1986)-  38 17 45.     (N)    085 41 17.     (W)     SCALED    
 HZ1629* NAVD 88     -       139.176  (meters)     456.61   (feet)  ADJUSTED  
 HZ1629  ___________________________________________________________________
 HZ1629  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HZ1629  DYNAMIC HT  -         139.083 (meters)     456.31  (feet)  COMP
 HZ1629  MODELED GRAV-     979,955.4   (mgal)                       NAVD 88
 HZ1629
 HZ1629  VERT ORDER  -  FIRST     CLASS II
 HZ1629
 HZ1629.The horizontal coordinates were scaled from a topographic map and have
 HZ1629.an estimated accuracy of +/- 6 seconds.
 HZ1629
 HZ1629.The orthometric height was determined by differential leveling
 HZ1629.and adjusted by the National Geodetic Survey in June 1991..
 HZ1629
 HZ1629.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 HZ1629;SPC IN E     -   338,330.       98,130.      MT  (+/- 180 meters Scaled)
 HZ1629
 HZ1629                          SUPERSEDED SURVEY CONTROL
 HZ1629
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1629.See file dsdata.txt to determine how the superseded data were derived.
 HZ1629
 HZ1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH147394(NAD 83)
 HZ1629_MARKER: DB = BENCH MARK DISK
 HZ1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1629_STAMPING: Q 322 1965
 HZ1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ1629+STABILITY: SURFACE MOTION
 HZ1629
 HZ1629  HISTORY     - Date     Condition        Report By
 HZ1629  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HZ1589 ***********************************************************************
 HZ1589  DESIGNATION -  Q 323
 HZ1589  PID         -  HZ1589
 HZ1589  STATE/COUNTY-  IN/HARRISON
 HZ1589  USGS QUAD   -  KOSMOSDALE (1994)
 HZ1589
 HZ1589                         *CURRENT SURVEY CONTROL
 HZ1589  ___________________________________________________________________
 HZ1589* NAD 83(1986)-  38 05 20.     (N)    085 54 55.     (W)     SCALED    
 HZ1589* NAVD 88     -       134.891  (meters)     442.55   (feet)  ADJUSTED  
 HZ1589  ___________________________________________________________________
 HZ1589  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 HZ1589  DYNAMIC HT  -         134.799 (meters)     442.25  (feet)  COMP
 HZ1589  MODELED GRAV-     979,940.2   (mgal)                       NAVD 88
 HZ1589
 HZ1589  VERT ORDER  -  FIRST     CLASS II
 HZ1589
 HZ1589.The horizontal coordinates were scaled from a topographic map and have
 HZ1589.an estimated accuracy of +/- 6 seconds.
 HZ1589
 HZ1589.The orthometric height was determined by differential leveling
 HZ1589.and adjusted by the National Geodetic Survey in June 1991..
 HZ1589
 HZ1589.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1589.See file dsdata.txt to determine how the superseded data were derived.
 HZ1589
 HZ1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH951162(NAD 83)
 HZ1589_MARKER: DB = BENCH MARK DISK
 HZ1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1589_STAMPING: Q 323 1965
 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 = OCTOBER  6, 2006
 JA0479 ***********************************************************************
 JA0479  DESIGNATION -  Q 324
 JA0479  PID         -  JA0479
 JA0479  STATE/COUNTY-  IN/HARRISON
 JA0479  USGS QUAD   -  NEW AMSTERDAM (1978)
 JA0479
 JA0479                         *CURRENT SURVEY CONTROL
 JA0479  ___________________________________________________________________
 JA0479* NAD 83(1986)-  38 06 29.     (N)    086 15 39.     (W)     SCALED    
 JA0479* NAVD 88     -       136.336  (meters)     447.30   (feet)  ADJUSTED  
 JA0479  ___________________________________________________________________
 JA0479  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JA0479  DYNAMIC HT  -         136.240 (meters)     446.98  (feet)  COMP
 JA0479  MODELED GRAV-     979,922.9   (mgal)                       NAVD 88
 JA0479
 JA0479  VERT ORDER  -  FIRST     CLASS II
 JA0479
 JA0479.The horizontal coordinates were scaled from a topographic map and have
 JA0479.an estimated accuracy of +/- 6 seconds.
 JA0479
 JA0479.The orthometric height was determined by differential leveling
 JA0479.and adjusted by the National Geodetic Survey in June 1991..
 JA0479
 JA0479.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0479.See file dsdata.txt to determine how the superseded data were derived.
 JA0479
 JA0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH648180(NAD 83)
 JA0479_MARKER: DB = BENCH MARK DISK
 JA0479_SETTING: 66 = SET IN ROCK OUTCROP
 JA0479_SP_SET: ROCK LEDGE
 JA0479_STAMPING: Q 324 1965
 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 = OCTOBER  6, 2006
 HA1095 ***********************************************************************
 HA1095  DESIGNATION -  Q 325
 HA1095  PID         -  HA1095
 HA1095  STATE/COUNTY-  IN/POSEY
 HA1095  USGS QUAD   -  WEST FRANKLIN (1981)
 HA1095
 HA1095                         *CURRENT SURVEY CONTROL
 HA1095  ___________________________________________________________________
 HA1095* NAD 83(1986)-  37 56 32.     (N)    087 43 03.     (W)     SCALED    
 HA1095* NAVD 88     -       133.333  (meters)     437.44   (feet)  ADJUSTED  
 HA1095  ___________________________________________________________________
 HA1095  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HA1095  DYNAMIC HT  -         133.241 (meters)     437.14  (feet)  COMP
 HA1095  MODELED GRAV-     979,934.4   (mgal)                       NAVD 88
 HA1095
 HA1095  VERT ORDER  -  FIRST     CLASS II
 HA1095
 HA1095.The horizontal coordinates were scaled from a topographic map and have
 HA1095.an estimated accuracy of +/- 6 seconds.
 HA1095
 HA1095.The orthometric height was determined by differential leveling
 HA1095.and adjusted by the National Geodetic Survey in June 1991..
 HA1095
 HA1095.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA1095.See file dsdata.txt to determine how the superseded data were derived.
 HA1095
 HA1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG369996(NAD 83)
 HA1095_MARKER: DB = BENCH MARK DISK
 HA1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HA1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HA1095_STAMPING: Q 325 1965
 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 = OCTOBER  6, 2006
 HA0722 ***********************************************************************
 HA0722  DESIGNATION -  Q 326
 HA0722  PID         -  HA0722
 HA0722  STATE/COUNTY-  IN/WARRICK
 HA0722  USGS QUAD   -  YANKEETOWN (1983)
 HA0722
 HA0722                         *CURRENT SURVEY CONTROL
 HA0722  ___________________________________________________________________
 HA0722* NAD 83(1986)-  37 55 10.     (N)    087 18 32.     (W)     SCALED    
 HA0722* NAVD 88     -       123.894  (meters)     406.48   (feet)  ADJUSTED  
 HA0722  ___________________________________________________________________
 HA0722  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HA0722  DYNAMIC HT  -         123.808 (meters)     406.19  (feet)  COMP
 HA0722  MODELED GRAV-     979,938.5   (mgal)                       NAVD 88
 HA0722
 HA0722  VERT ORDER  -  FIRST     CLASS II
 HA0722
 HA0722.The horizontal coordinates were scaled from a topographic map and have
 HA0722.an estimated accuracy of +/- 6 seconds.
 HA0722
 HA0722.The orthometric height was determined by differential leveling
 HA0722.and adjusted by the National Geodetic Survey in June 1991..
 HA0722
 HA0722.The geoid height was determined by GEOID03.
 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     -   296,580.      880,170.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0722.See file dsdata.txt to determine how the superseded data were derived.
 HA0722
 HA0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG728969(NAD 83)
 HA0722_MARKER: DB = BENCH MARK DISK
 HA0722_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HA0722_SP_SET: CULVERT
 HA0722_STAMPING: Q 326 1965
 HA0722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HA0722
 HA0722  HISTORY     - Date     Condition        Report By
 HA0722  HISTORY     - 1965     MONUMENTED       CGS
 HA0722  HISTORY     - 1988     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0497 ***********************************************************************
 JA0497  DESIGNATION -  Q 327
 JA0497  PID         -  JA0497
 JA0497  STATE/COUNTY-  IN/HARRISON
 JA0497  USGS QUAD   -  LEAVENWORTH (1980)
 JA0497
 JA0497                         *CURRENT SURVEY CONTROL
 JA0497  ___________________________________________________________________
 JA0497* NAD 83(1986)-  38 12 02.     (N)    086 18 07.     (W)     SCALED    
 JA0497* NAVD 88     -       161.000  (meters)     528.21   (feet)  ADJUSTED  
 JA0497  ___________________________________________________________________
 JA0497  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JA0497  DYNAMIC HT  -         160.886 (meters)     527.84  (feet)  COMP
 JA0497  MODELED GRAV-     979,914.9   (mgal)                       NAVD 88
 JA0497
 JA0497  VERT ORDER  -  FIRST     CLASS II
 JA0497
 JA0497.The horizontal coordinates were scaled from a topographic map and have
 JA0497.an estimated accuracy of +/- 6 seconds.
 JA0497
 JA0497.The orthometric height was determined by differential leveling
 JA0497.and adjusted by the National Geodetic Survey in June 1991..
 JA0497
 JA0497.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0497.See file dsdata.txt to determine how the superseded data were derived.
 JA0497
 JA0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH611282(NAD 83)
 JA0497_MARKER: DB = BENCH MARK DISK
 JA0497_SETTING: 66 = SET IN ROCK OUTCROP
 JA0497_SP_SET: ROCK OUTCROP
 JA0497_STAMPING: Q 327 1965
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0568 ***********************************************************************
 JA0568  DESIGNATION -  Q 328
 JA0568  PID         -  JA0568
 JA0568  STATE/COUNTY-  IN/DUBOIS
 JA0568  USGS QUAD   -  SAINT ANTHONY (1990)
 JA0568
 JA0568                         *CURRENT SURVEY CONTROL
 JA0568  ___________________________________________________________________
 JA0568* NAD 83(1986)-  38 18 16.     (N)    086 50 48.     (W)     SCALED    
 JA0568* NAVD 88     -       164.303  (meters)     539.05   (feet)  ADJUSTED  
 JA0568  ___________________________________________________________________
 JA0568  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 JA0568  DYNAMIC HT  -         164.192 (meters)     538.69  (feet)  COMP
 JA0568  MODELED GRAV-     979,947.5   (mgal)                       NAVD 88
 JA0568
 JA0568  VERT ORDER  -  FIRST     CLASS II
 JA0568
 JA0568.The horizontal coordinates were scaled from a topographic map and have
 JA0568.an estimated accuracy of +/- 6 seconds.
 JA0568
 JA0568.The orthometric height was determined by differential leveling
 JA0568.and adjusted by the National Geodetic Survey in June 1991..
 JA0568
 JA0568.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0568.See file dsdata.txt to determine how the superseded data were derived.
 JA0568
 JA0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH134396(NAD 83)
 JA0568_MARKER: DB = BENCH MARK DISK
 JA0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0568_STAMPING: Q 328 1965
 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 = OCTOBER  6, 2006
 HA0542 ***********************************************************************
 HA0542  DESIGNATION -  Q 329
 HA0542  PID         -  HA0542
 HA0542  STATE/COUNTY-  IN/PERRY
 HA0542  USGS QUAD   -  TELL CITY (1980)
 HA0542
 HA0542                         *CURRENT SURVEY CONTROL
 HA0542  ___________________________________________________________________
 HA0542* NAD 83(1986)-  37 59 18.     (N)    086 47 24.     (W)     SCALED    
 HA0542* NAVD 88     -       122.771  (meters)     402.79   (feet)  ADJUSTED  
 HA0542  ___________________________________________________________________
 HA0542  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HA0542  DYNAMIC HT  -         122.685 (meters)     402.51  (feet)  COMP
 HA0542  MODELED GRAV-     979,928.8   (mgal)                       NAVD 88
 HA0542
 HA0542  VERT ORDER  -  FIRST     CLASS II
 HA0542
 HA0542.The horizontal coordinates were scaled from a topographic map and have
 HA0542.an estimated accuracy of +/- 6 seconds.
 HA0542
 HA0542.The orthometric height was determined by differential leveling
 HA0542.and adjusted by the National Geodetic Survey in June 1991..
 HA0542
 HA0542.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0542.See file dsdata.txt to determine how the superseded data were derived.
 HA0542
 HA0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH184045(NAD 83)
 HA0542_MARKER: DB = BENCH MARK DISK
 HA0542_SETTING: 0 = UNSPECIFIED SETTING
 HA0542_STAMPING: Q 329 1965
 HA0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0901 ***********************************************************************
 KA0901  DESIGNATION -  Q 33
 KA0901  PID         -  KA0901
 KA0901  STATE/COUNTY-  IN/PARKE
 KA0901  USGS QUAD   -  CATLIN (1983)
 KA0901
 KA0901                         *CURRENT SURVEY CONTROL
 KA0901  ___________________________________________________________________
 KA0901* NAD 83(1986)-  39 41 06.     (N)    087 14 09.     (W)     SCALED    
 KA0901* NAVD 88     -       162.124  (meters)     531.90   (feet)  ADJUSTED  
 KA0901  ___________________________________________________________________
 KA0901  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KA0901  DYNAMIC HT  -         162.032 (meters)     531.60  (feet)  COMP
 KA0901  MODELED GRAV-     980,054.6   (mgal)                       NAVD 88
 KA0901
 KA0901  VERT ORDER  -  SECOND    CLASS 0
 KA0901
 KA0901.The horizontal coordinates were scaled from a topographic map and have
 KA0901.an estimated accuracy of +/- 6 seconds.
 KA0901
 KA0901.The orthometric height was determined by differential leveling
 KA0901.and adjusted by the National Geodetic Survey in June 1991..
 KA0901
 KA0901.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0901.See file dsdata.txt to determine how the superseded data were derived.
 KA0901
 KA0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ797928(NAD 83)
 KA0901_MARKER: DB = BENCH MARK DISK
 KA0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0901_STAMPING: Q 33 1934
 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             NGS
 KA0901
 KA0901                          STATION DESCRIPTION
 KA0901
 KA0901'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 HA0497 ***********************************************************************
 HA0497  DESIGNATION -  Q 330
 HA0497  PID         -  HA0497
 HA0497  STATE/COUNTY-  IN/PERRY
 HA0497  USGS QUAD   -  ROME (1993)
 HA0497
 HA0497                         *CURRENT SURVEY CONTROL
 HA0497  ___________________________________________________________________
 HA0497* NAD 83(1986)-  37 57 12.     (N)    086 31 36.     (W)     SCALED    
 HA0497* NAVD 88     -       153.990  (meters)     505.22   (feet)  ADJUSTED  
 HA0497  ___________________________________________________________________
 HA0497  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HA0497  DYNAMIC HT  -         153.879 (meters)     504.85  (feet)  COMP
 HA0497  MODELED GRAV-     979,909.0   (mgal)                       NAVD 88
 HA0497
 HA0497  VERT ORDER  -  FIRST     CLASS II
 HA0497
 HA0497.The horizontal coordinates were scaled from a topographic map and have
 HA0497.an estimated accuracy of +/- 6 seconds.
 HA0497
 HA0497.The orthometric height was determined by differential leveling
 HA0497.and adjusted by the National Geodetic Survey in June 1991..
 HA0497
 HA0497.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HA0497.See file dsdata.txt to determine how the superseded data were derived.
 HA0497
 HA0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH415007(NAD 83)
 HA0497_MARKER: DB = BENCH MARK DISK
 HA0497_SETTING: 66 = SET IN ROCK OUTCROP
 HA0497_SP_SET: ROCK LEDGE
 HA0497_STAMPING: Q 330 1965
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1013 ***********************************************************************
 JA1013  DESIGNATION -  Q 331
 JA1013  PID         -  JA1013
 JA1013  STATE/COUNTY-  IN/GIBSON
 JA1013  USGS QUAD   -  OAKLAND CITY (1980)
 JA1013
 JA1013                         *CURRENT SURVEY CONTROL
 JA1013  ___________________________________________________________________
 JA1013* NAD 83(1986)-  38 20 23.     (N)    087 19 46.     (W)     SCALED    
 JA1013* NAVD 88     -       129.930  (meters)     426.28   (feet)  ADJUSTED  
 JA1013  ___________________________________________________________________
 JA1013  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 JA1013  DYNAMIC HT  -         129.845 (meters)     426.00  (feet)  COMP
 JA1013  MODELED GRAV-     979,967.4   (mgal)                       NAVD 88
 JA1013
 JA1013  VERT ORDER  -  FIRST     CLASS II
 JA1013
 JA1013.The horizontal coordinates were scaled from a topographic map and have
 JA1013.an estimated accuracy of +/- 6 seconds.
 JA1013
 JA1013.The orthometric height was determined by differential leveling
 JA1013.and adjusted by the National Geodetic Survey in June 1991..
 JA1013
 JA1013.The geoid height was determined by GEOID03.
 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     -   343,230.      878,480.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1013.See file dsdata.txt to determine how the superseded data were derived.
 JA1013
 JA1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH712435(NAD 83)
 JA1013_MARKER: DB = BENCH MARK DISK
 JA1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1013_STAMPING: Q 331 1965
 JA1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1013+STABILITY: SURFACE MOTION
 JA1013
 JA1013  HISTORY     - Date     Condition        Report By
 JA1013  HISTORY     - 1965     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0639 ***********************************************************************
 MD0639  DESIGNATION -  Q 332
 MD0639  PID         -  MD0639
 MD0639  STATE/COUNTY-  IN/ALLEN
 MD0639  USGS QUAD   -  FORT WAYNE WEST (1981)
 MD0639
 MD0639                         *CURRENT SURVEY CONTROL
 MD0639  ___________________________________________________________________
 MD0639* NAD 83(1986)-  41 04 39.     (N)    085 08 59.     (W)     SCALED    
 MD0639* NAVD 88     -       234.083  (meters)     767.99   (feet)  ADJUSTED  
 MD0639  ___________________________________________________________________
 MD0639  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MD0639  DYNAMIC HT  -         233.991 (meters)     767.69  (feet)  COMP
 MD0639  MODELED GRAV-     980,225.1   (mgal)                       NAVD 88
 MD0639
 MD0639  VERT ORDER  -  FIRST     CLASS I
 MD0639
 MD0639.The horizontal coordinates were scaled from a topographic map and have
 MD0639.an estimated accuracy of +/- 6 seconds.
 MD0639
 MD0639.The orthometric height was determined by differential leveling
 MD0639.and adjusted by the National Geodetic Survey in April 1995..
 MD0639
 MD0639.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD0639
 MD0639  NAVD 88 (06/15/91)  234.093  (m)          768.02   (f) UNKNOWN     1 1
 MD0639  NGVD 29 (01/19/93)  234.253  (m)          768.55   (f) ADJUSTED    1 1
 MD0639
 MD0639.Superseded values are not recommended for survey control.
 MD0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0639.See file dsdata.txt to determine how the superseded data were derived.
 MD0639
 MD0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL554490(NAD 83)
 MD0639_MARKER: DB = BENCH MARK DISK
 MD0639_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MD0639+WITH SETTING: INFORMATION.
 MD0639_SP_SET: METAL ROD DRIVEN INTO GROUND
 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 = OCTOBER  6, 2006
 MD0658 ***********************************************************************
 MD0658  DESIGNATION -  Q 333
 MD0658  PID         -  MD0658
 MD0658  STATE/COUNTY-  IN/ALLEN
 MD0658  USGS QUAD   -  ARCOLA (1981)
 MD0658
 MD0658                         *CURRENT SURVEY CONTROL
 MD0658  ___________________________________________________________________
 MD0658* NAD 83(1986)-  41 06 47.     (N)    085 20 15.     (W)     SCALED    
 MD0658* NAVD 88     -       256.588  (meters)     841.82   (feet)  ADJUSTED  
 MD0658  ___________________________________________________________________
 MD0658  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 MD0658  DYNAMIC HT  -         256.488 (meters)     841.49  (feet)  COMP
 MD0658  MODELED GRAV-     980,229.8   (mgal)                       NAVD 88
 MD0658
 MD0658  VERT ORDER  -  FIRST     CLASS I
 MD0658
 MD0658.The horizontal coordinates were scaled from a topographic map and have
 MD0658.an estimated accuracy of +/- 6 seconds.
 MD0658
 MD0658.The orthometric height was determined by differential leveling
 MD0658.and adjusted by the National Geodetic Survey in April 1995..
 MD0658
 MD0658.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD0658
 MD0658  NAVD 88 (06/15/91)  256.667  (m)          842.08   (f) UNKNOWN     1 1
 MD0658  NGVD 29 (01/19/93)  256.743  (m)          842.33   (f) ADJUSTED    1 1
 MD0658
 MD0658.Superseded values are not recommended for survey control.
 MD0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0658.See file dsdata.txt to determine how the superseded data were derived.
 MD0658
 MD0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL395526(NAD 83)
 MD0658_MARKER: DB = BENCH MARK DISK
 MD0658_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD0658_SP_SET: COPPER-CLAD STEEL ROD
 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 = OCTOBER  6, 2006
 ME0257 ***********************************************************************
 ME0257  DESIGNATION -  Q 334
 ME0257  PID         -  ME0257
 ME0257  STATE/COUNTY-  IN/MARSHALL
 ME0257  USGS QUAD   -  PLYMOUTH (1980)
 ME0257
 ME0257                         *CURRENT SURVEY CONTROL
 ME0257  ___________________________________________________________________
 ME0257* NAD 83(1986)-  41 19 39.     (N)    086 15 01.     (W)     SCALED    
 ME0257* NAVD 88     -       254.443  (meters)     834.79   (feet)  ADJUSTED  
 ME0257  ___________________________________________________________________
 ME0257  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ME0257  DYNAMIC HT  -         254.336 (meters)     834.43  (feet)  COMP
 ME0257  MODELED GRAV-     980,193.4   (mgal)                       NAVD 88
 ME0257
 ME0257  VERT ORDER  -  FIRST     CLASS I
 ME0257
 ME0257.The horizontal coordinates were scaled from a topographic map and have
 ME0257.an estimated accuracy of +/- 6 seconds.
 ME0257
 ME0257.The orthometric height was determined by differential leveling
 ME0257.and adjusted by the National Geodetic Survey in June 1991..
 ME0257
 ME0257.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0257
 ME0257  NGVD 29 (01/19/93)  254.565  (m)          835.19   (f) ADJUSTED    1 1
 ME0257
 ME0257.Superseded values are not recommended for survey control.
 ME0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0257.See file dsdata.txt to determine how the superseded data were derived.
 ME0257
 ME0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL627753(NAD 83)
 ME0257_MARKER: DB = BENCH MARK DISK
 ME0257_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME0257_SP_SET: COPPER-CLAD STEEL ROD
 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 = OCTOBER  6, 2006
 ME1006 ***********************************************************************
 ME1006  DESIGNATION -  Q 335
 ME1006  PID         -  ME1006
 ME1006  STATE/COUNTY-  IN/LAKE
 ME1006  USGS QUAD   -  GARY (1991)
 ME1006
 ME1006                         *CURRENT SURVEY CONTROL
 ME1006  ___________________________________________________________________
 ME1006* NAD 83(1986)-  41 36 05.     (N)    087 22 26.     (W)     SCALED    
 ME1006* NAVD 88     -       181.394  (meters)     595.12   (feet)  ADJUSTED  
 ME1006  ___________________________________________________________________
 ME1006  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME1006  DYNAMIC HT  -         181.327 (meters)     594.90  (feet)  COMP
 ME1006  MODELED GRAV-     980,250.7   (mgal)                       NAVD 88
 ME1006
 ME1006  VERT ORDER  -  FIRST     CLASS I
 ME1006
 ME1006.The horizontal coordinates were scaled from a topographic map and have
 ME1006.an estimated accuracy of +/- 6 seconds.
 ME1006
 ME1006.The orthometric height was determined by differential leveling
 ME1006.and adjusted by the National Geodetic Survey in April 1995..
 ME1006
 ME1006.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME1006
 ME1006  NAVD 88 (06/15/91)  181.389  (m)          595.11   (f) UNKNOWN     1 1
 ME1006  NGVD 29 (01/19/93)  181.494  (m)          595.45   (f) ADJUSTED    1 1
 ME1006
 ME1006.Superseded values are not recommended for survey control.
 ME1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1006.See file dsdata.txt to determine how the superseded data were derived.
 ME1006
 ME1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM688055(NAD 83)
 ME1006_MARKER: DB = BENCH MARK DISK
 ME1006_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME1006_SP_SET: COPPER-CLAD STEEL ROD
 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 = OCTOBER  6, 2006
 ME0969 ***********************************************************************
 ME0969  DESIGNATION -  Q 336
 ME0969  PID         -  ME0969
 ME0969  STATE/COUNTY-  IN/LAKE
 ME0969  USGS QUAD   -  PORTAGE (1992)
 ME0969
 ME0969                         *CURRENT SURVEY CONTROL
 ME0969  ___________________________________________________________________
 ME0969* NAD 83(1986)-  41 31 37.     (N)    087 13 30.     (W)     SCALED    
 ME0969* NAVD 88     -       190.686  (meters)     625.61   (feet)  ADJUSTED  
 ME0969  ___________________________________________________________________
 ME0969  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 ME0969  DYNAMIC HT  -         190.613 (meters)     625.37  (feet)  COMP
 ME0969  MODELED GRAV-     980,235.3   (mgal)                       NAVD 88
 ME0969
 ME0969  VERT ORDER  -  FIRST     CLASS I
 ME0969
 ME0969.The horizontal coordinates were scaled from a topographic map and have
 ME0969.an estimated accuracy of +/- 6 seconds.
 ME0969
 ME0969.The orthometric height was determined by differential leveling
 ME0969.and adjusted by the National Geodetic Survey in April 1995..
 ME0969
 ME0969.The geoid height was determined by GEOID03.
 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     -   697,090.      888,180.      MT  (+/- 180 meters Scaled)
 ME0969
 ME0969                          SUPERSEDED SURVEY CONTROL
 ME0969
 ME0969  NAVD 88 (06/15/91)  190.694  (m)          625.64   (f) UNKNOWN     1 1
 ME0969  NGVD 29 (01/19/93)  190.783  (m)          625.93   (f) ADJUSTED    1 1
 ME0969
 ME0969.Superseded values are not recommended for survey control.
 ME0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0969.See file dsdata.txt to determine how the superseded data were derived.
 ME0969
 ME0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL812972(NAD 83)
 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 NOT SUITABLE FOR
 ME0969+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1992
 ME0969
 ME0969  HISTORY     - Date     Condition        Report By
 ME0969  HISTORY     - 1968     MONUMENTED       CGS
 ME0969  HISTORY     - 19920906 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1636 ***********************************************************************
 LB1636  DESIGNATION -  Q 34
 LB1636  PID         -  LB1636
 LB1636  STATE/COUNTY-  IN/MONTGOMERY
 LB1636  USGS QUAD   -  WAYNETOWN (1980)
 LB1636
 LB1636                         *CURRENT SURVEY CONTROL
 LB1636  ___________________________________________________________________
 LB1636* NAD 83(1986)-  40 06 15.     (N)    087 05 30.     (W)     SCALED    
 LB1636* NAVD 88     -       223.929  (meters)     734.67   (feet)  ADJUSTED  
 LB1636  ___________________________________________________________________
 LB1636  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 LB1636  DYNAMIC HT  -         223.811 (meters)     734.29  (feet)  COMP
 LB1636  MODELED GRAV-     980,091.8   (mgal)                       NAVD 88
 LB1636
 LB1636  VERT ORDER  -  SECOND    CLASS 0
 LB1636
 LB1636.The horizontal coordinates were scaled from a topographic map and have
 LB1636.an estimated accuracy of +/- 6 seconds.
 LB1636
 LB1636.The orthometric height was determined by differential leveling
 LB1636.and adjusted by the National Geodetic Survey in June 1991..
 LB1636
 LB1636.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1636.See file dsdata.txt to determine how the superseded data were derived.
 LB1636
 LB1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK921393(NAD 83)
 LB1636_MARKER: DB = BENCH MARK DISK
 LB1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1636_STAMPING: Q 34 1934
 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             NGS
 LB1636
 LB1636                          STATION DESCRIPTION
 LB1636
 LB1636'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2140 ***********************************************************************
 ME2140  DESIGNATION -  Q 349
 ME2140  PID         -  ME2140
 ME2140  STATE/COUNTY-  IN/PORTER
 ME2140  USGS QUAD   -  DUNE ACRES (1991)
 ME2140
 ME2140                         *CURRENT SURVEY CONTROL
 ME2140  ___________________________________________________________________
 ME2140* NAD 83(1986)-  41 37 48.     (N)    087 06 15.     (W)     SCALED    
 ME2140* NAVD 88     -       192.123  (meters)     630.32   (feet)  ADJUSTED  
 ME2140  ___________________________________________________________________
 ME2140  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 ME2140  DYNAMIC HT  -         192.053 (meters)     630.09  (feet)  COMP
 ME2140  MODELED GRAV-     980,255.9   (mgal)                       NAVD 88
 ME2140
 ME2140  VERT ORDER  -  FIRST     CLASS II
 ME2140
 ME2140.The horizontal coordinates were scaled from a topographic map and have
 ME2140.an estimated accuracy of +/- 6 seconds.
 ME2140
 ME2140.The orthometric height was determined by differential leveling
 ME2140.and adjusted by the National Geodetic Survey in June 1991..
 ME2140
 ME2140.The geoid height was determined by GEOID03.
 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     -   708,520.      898,260.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2140.See file dsdata.txt to determine how the superseded data were derived.
 ME2140
 ME2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM913087(NAD 83)
 ME2140_MARKER: I = METAL ROD
 ME2140_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2140_SP_SET: STAINLESS STEEL ROD
 ME2140_STAMPING: Q 349 1985
 ME2140_MARK LOGO: NGS   
 ME2140_PROJECTION: RECESSED 3 CENTIMETERS
 ME2140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0760 ***********************************************************************
 LA0760  DESIGNATION -  Q 35
 LA0760  PID         -  LA0760
 LA0760  STATE/COUNTY-  IN/WELLS
 LA0760  USGS QUAD   -  UNIONDALE (1988)
 LA0760
 LA0760                         *CURRENT SURVEY CONTROL
 LA0760  ___________________________________________________________________
 LA0760* NAD 83(1986)-  40 49 49.     (N)    085 12 40.     (W)     SCALED    
 LA0760* NAVD 88     -       254.185  (meters)     833.94   (feet)  ADJUSTED  
 LA0760  ___________________________________________________________________
 LA0760  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 LA0760  DYNAMIC HT  -         254.067 (meters)     833.55  (feet)  COMP
 LA0760  MODELED GRAV-     980,152.9   (mgal)                       NAVD 88
 LA0760
 LA0760  VERT ORDER  -  SECOND    CLASS 0
 LA0760
 LA0760.The horizontal coordinates were scaled from a topographic map and have
 LA0760.an estimated accuracy of +/- 6 seconds.
 LA0760
 LA0760.The orthometric height was determined by differential leveling
 LA0760.and adjusted by the National Geodetic Survey in June 1991..
 LA0760
 LA0760.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0760.See file dsdata.txt to determine how the superseded data were derived.
 LA0760
 LA0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL508214(NAD 83)
 LA0760_MARKER: DB = BENCH MARK DISK
 LA0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0760_STAMPING: Q 35 1934
 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 = OCTOBER  6, 2006
 KA1646 ***********************************************************************
 KA1646  DESIGNATION -  Q 350
 KA1646  PID         -  KA1646
 KA1646  STATE/COUNTY-  IN/MARION
 KA1646  USGS QUAD   -  INDIANAPOLIS WEST (1984)
 KA1646
 KA1646                         *CURRENT SURVEY CONTROL
 KA1646  ___________________________________________________________________
 KA1646* NAD 83(1986)-  39 45 54.     (N)    086 12 42.     (W)     SCALED    
 KA1646* NAVD 88     -       216.620  (meters)     710.69   (feet)  ADJUSTED  
 KA1646  ___________________________________________________________________
 KA1646  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KA1646  DYNAMIC HT  -         216.502 (meters)     710.31  (feet)  COMP
 KA1646  MODELED GRAV-     980,077.0   (mgal)                       NAVD 88
 KA1646
 KA1646  VERT ORDER  -  FIRST     CLASS II
 KA1646
 KA1646.The horizontal coordinates were scaled from a topographic map and have
 KA1646.an estimated accuracy of +/- 6 seconds.
 KA1646
 KA1646.The orthometric height was determined by differential leveling
 KA1646.and adjusted by the National Geodetic Survey in June 1991..
 KA1646
 KA1646.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1646
 KA1646.No superseded survey control is available for this station.
 KA1646
 KA1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK675019(NAD 83)
 KA1646_MARKER: I = METAL ROD
 KA1646_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1646_SP_SET: STAINLESS STEEL ROD
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1629 ***********************************************************************
 JA1629  DESIGNATION -  Q 351
 JA1629  PID         -  JA1629
 JA1629  STATE/COUNTY-  IN/DAVIESS
 JA1629  USGS QUAD   -  WASHINGTON (1980)
 JA1629
 JA1629                         *CURRENT SURVEY CONTROL
 JA1629  ___________________________________________________________________
 JA1629* NAD 83(1986)-  38 41 33.     (N)    087 09 00.     (W)     SCALED    
 JA1629* NAVD 88     -       154.144  (meters)     505.72   (feet)  ADJUSTED  
 JA1629  ___________________________________________________________________
 JA1629  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 JA1629  DYNAMIC HT  -         154.047 (meters)     505.40  (feet)  COMP
 JA1629  MODELED GRAV-     979,994.1   (mgal)                       NAVD 88
 JA1629
 JA1629  VERT ORDER  -  FIRST     CLASS II
 JA1629
 JA1629.The horizontal coordinates were scaled from a topographic map and have
 JA1629.an estimated accuracy of +/- 6 seconds.
 JA1629
 JA1629.The orthometric height was determined by differential leveling
 JA1629.and adjusted by the National Geodetic Survey in June 1991..
 JA1629
 JA1629.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1629
 JA1629.No superseded survey control is available for this station.
 JA1629
 JA1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH869826(NAD 83)
 JA1629_MARKER: I = METAL ROD
 JA1629_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1629_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1684 ***********************************************************************
 KA1684  DESIGNATION -  Q 352
 KA1684  PID         -  KA1684
 KA1684  STATE/COUNTY-  IN/CLAY
 KA1684  USGS QUAD   -  BRAZIL WEST (1986)
 KA1684
 KA1684                         *CURRENT SURVEY CONTROL
 KA1684  ___________________________________________________________________
 KA1684* NAD 83(1986)-  39 30 08.     (N)    087 12 53.     (W)     SCALED    
 KA1684* NAVD 88     -       187.705  (meters)     615.83   (feet)  ADJUSTED  
 KA1684  ___________________________________________________________________
 KA1684  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KA1684  DYNAMIC HT  -         187.596 (meters)     615.47  (feet)  COMP
 KA1684  MODELED GRAV-     980,044.0   (mgal)                       NAVD 88
 KA1684
 KA1684  VERT ORDER  -  FIRST     CLASS II
 KA1684
 KA1684.The horizontal coordinates were scaled from a topographic map and have
 KA1684.an estimated accuracy of +/- 6 seconds.
 KA1684
 KA1684.The orthometric height was determined by differential leveling
 KA1684.and adjusted by the National Geodetic Survey in June 1991..
 KA1684
 KA1684.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1684
 KA1684.No superseded survey control is available for this station.
 KA1684
 KA1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ815725(NAD 83)
 KA1684_MARKER: I = METAL ROD
 KA1684_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1684_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1710 ***********************************************************************
 KA1710  DESIGNATION -  Q 353
 KA1710  PID         -  KA1710
 KA1710  STATE/COUNTY-  IN/CLAY
 KA1710  USGS QUAD   -  COAL CITY (1986)
 KA1710
 KA1710                         *CURRENT SURVEY CONTROL
 KA1710  ___________________________________________________________________
 KA1710* NAD 83(1986)-  39 14 05.     (N)    087 04 25.     (W)     SCALED    
 KA1710* NAVD 88     -       183.367  (meters)     601.60   (feet)  ADJUSTED  
 KA1710  ___________________________________________________________________
 KA1710  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KA1710  DYNAMIC HT  -         183.260 (meters)     601.25  (feet)  COMP
 KA1710  MODELED GRAV-     980,038.8   (mgal)                       NAVD 88
 KA1710
 KA1710  VERT ORDER  -  FIRST     CLASS II
 KA1710
 KA1710.The horizontal coordinates were scaled from a topographic map and have
 KA1710.an estimated accuracy of +/- 6 seconds.
 KA1710
 KA1710.The orthometric height was determined by differential leveling
 KA1710.and adjusted by the National Geodetic Survey in June 1991..
 KA1710
 KA1710.The geoid height was determined by GEOID03.
 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     -   442,550.      900,840.      MT  (+/- 180 meters Scaled)
 KA1710
 KA1710                          SUPERSEDED SURVEY CONTROL
 KA1710
 KA1710.No superseded survey control is available for this station.
 KA1710
 KA1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ936428(NAD 83)
 KA1710_MARKER: I = METAL ROD
 KA1710_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1710_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 JA1624 ***********************************************************************
 JA1624  DESIGNATION -  Q 354
 JA1624  PID         -  JA1624
 JA1624  STATE/COUNTY-  IN/DAVIESS
 JA1624  USGS QUAD   -  PLAINVILLE (1980)
 JA1624
 JA1624                         *CURRENT SURVEY CONTROL
 JA1624  ___________________________________________________________________
 JA1624* NAD 83(1986)-  38 46 13.     (N)    087 10 00.     (W)     SCALED    
 JA1624* NAVD 88     -       143.618  (meters)     471.19   (feet)  ADJUSTED  
 JA1624  ___________________________________________________________________
 JA1624  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 JA1624  DYNAMIC HT  -         143.528 (meters)     470.89  (feet)  COMP
 JA1624  MODELED GRAV-     980,001.8   (mgal)                       NAVD 88
 JA1624
 JA1624  VERT ORDER  -  FIRST     CLASS II
 JA1624
 JA1624.The horizontal coordinates were scaled from a topographic map and have
 JA1624.an estimated accuracy of +/- 6 seconds.
 JA1624
 JA1624.The orthometric height was determined by differential leveling
 JA1624.and adjusted by the National Geodetic Survey in June 1991..
 JA1624
 JA1624.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1624
 JA1624.No superseded survey control is available for this station.
 JA1624
 JA1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH855912(NAD 83)
 JA1624_MARKER: I = METAL ROD
 JA1624_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1624_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1632 ***********************************************************************
 KA1632  DESIGNATION -  Q 355
 KA1632  PID         -  KA1632
 KA1632  STATE/COUNTY-  IN/MARION
 KA1632  USGS QUAD   -  BEECH GROVE (1980)
 KA1632
 KA1632                         *CURRENT SURVEY CONTROL
 KA1632  ___________________________________________________________________
 KA1632* NAD 83(1986)-  39 42 33.     (N)    086 00 07.     (W)     SCALED    
 KA1632* NAVD 88     -       256.922  (meters)     842.92   (feet)  ADJUSTED  
 KA1632  ___________________________________________________________________
 KA1632  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KA1632  DYNAMIC HT  -         256.775 (meters)     842.44  (feet)  COMP
 KA1632  MODELED GRAV-     980,049.8   (mgal)                       NAVD 88
 KA1632
 KA1632  VERT ORDER  -  FIRST     CLASS II
 KA1632
 KA1632.The horizontal coordinates were scaled from a topographic map and have
 KA1632.an estimated accuracy of +/- 6 seconds.
 KA1632
 KA1632.The orthometric height was determined by differential leveling
 KA1632.and adjusted by the National Geodetic Survey in June 1991..
 KA1632
 KA1632.The geoid height was determined by GEOID03.
 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     -   495,280.       71,250.      MT  (+/- 180 meters Scaled)
 KA1632
 KA1632                          SUPERSEDED SURVEY CONTROL
 KA1632
 KA1632.No superseded survey control is available for this station.
 KA1632
 KA1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ855959(NAD 83)
 KA1632_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 JA1603 ***********************************************************************
 JA1603  DESIGNATION -  Q 356
 JA1603  PID         -  JA1603
 JA1603  STATE/COUNTY-  IN/VANDERBURGH
 JA1603  USGS QUAD   -  EVANSVILLE NORTH (1988)
 JA1603
 JA1603                         *CURRENT SURVEY CONTROL
 JA1603  ___________________________________________________________________
 JA1603* NAD 83(1986)-  38 03 00.     (N)    087 31 10.     (W)     SCALED    
 JA1603* NAVD 88     -       126.083  (meters)     413.66   (feet)  ADJUSTED  
 JA1603  ___________________________________________________________________
 JA1603  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 JA1603  DYNAMIC HT  -         125.996 (meters)     413.37  (feet)  COMP
 JA1603  MODELED GRAV-     979,943.1   (mgal)                       NAVD 88
 JA1603
 JA1603  VERT ORDER  -  FIRST     CLASS II
 JA1603
 JA1603.The horizontal coordinates were scaled from a topographic map and have
 JA1603.an estimated accuracy of +/- 6 seconds.
 JA1603
 JA1603.The orthometric height was determined by differential leveling
 JA1603.and adjusted by the National Geodetic Survey in June 1991..
 JA1603
 JA1603.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1603
 JA1603.No superseded survey control is available for this station.
 JA1603
 JA1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH544114(NAD 83)
 JA1603_MARKER: I = METAL ROD
 JA1603_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JA1603+WITH SETTING: INFORMATION.
 JA1603_SP_SET: SHALLOW-SET METAL ROD
 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 = OCTOBER  6, 2006
 JZ2838 ***********************************************************************
 JZ2838  DESIGNATION -  Q 357
 JZ2838  PID         -  JZ2838
 JZ2838  STATE/COUNTY-  IN/SHELBY
 JZ2838  USGS QUAD   -  WALDRON (1994)
 JZ2838
 JZ2838                         *CURRENT SURVEY CONTROL
 JZ2838  ___________________________________________________________________
 JZ2838* NAD 83(1986)-  39 27 59.     (N)    085 39 15.     (W)     SCALED    
 JZ2838* NAVD 88     -       249.327  (meters)     818.00   (feet)  ADJUSTED  
 JZ2838  ___________________________________________________________________
 JZ2838  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ2838  DYNAMIC HT  -         249.177 (meters)     817.51  (feet)  COMP
 JZ2838  MODELED GRAV-     980,018.2   (mgal)                       NAVD 88
 JZ2838
 JZ2838  VERT ORDER  -  FIRST     CLASS II
 JZ2838
 JZ2838.The horizontal coordinates were scaled from a topographic map and have
 JZ2838.an estimated accuracy of +/- 6 seconds.
 JZ2838
 JZ2838.The orthometric height was determined by differential leveling
 JZ2838.and adjusted by the National Geodetic Survey in June 1991..
 JZ2838
 JZ2838.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ2838
 JZ2838.No superseded survey control is available for this station.
 JZ2838
 JZ2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ157693(NAD 83)
 JZ2838_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 JZ2812 ***********************************************************************
 JZ2812  DESIGNATION -  Q 358
 JZ2812  PID         -  JZ2812
 JZ2812  STATE/COUNTY-  IN/RIPLEY
 JZ2812  USGS QUAD   -  BATESVILLE (1993)
 JZ2812
 JZ2812                         *CURRENT SURVEY CONTROL
 JZ2812  ___________________________________________________________________
 JZ2812* NAD 83(1986)-  39 17 00.     (N)    085 09 05.     (W)     SCALED    
 JZ2812* NAVD 88     -       300.399  (meters)     985.56   (feet)  ADJUSTED  
 JZ2812  ___________________________________________________________________
 JZ2812  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ2812  DYNAMIC HT  -         300.210 (meters)     984.94  (feet)  COMP
 JZ2812  MODELED GRAV-     979,990.2   (mgal)                       NAVD 88
 JZ2812
 JZ2812  VERT ORDER  -  FIRST     CLASS II
 JZ2812
 JZ2812.The horizontal coordinates were scaled from a topographic map and have
 JZ2812.an estimated accuracy of +/- 6 seconds.
 JZ2812
 JZ2812.The orthometric height was determined by differential leveling
 JZ2812.and adjusted by the National Geodetic Survey in June 1991..
 JZ2812
 JZ2812.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ2812
 JZ2812.No superseded survey control is available for this station.
 JZ2812
 JZ2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ594498(NAD 83)
 JZ2812_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 JZ2863 ***********************************************************************
 JZ2863  DESIGNATION -  Q 359
 JZ2863  PID         -  JZ2863
 JZ2863  STATE/COUNTY-  IN/DEARBORN
 JZ2863  USGS QUAD   -  HOOVEN (1992)
 JZ2863
 JZ2863                         *CURRENT SURVEY CONTROL
 JZ2863  ___________________________________________________________________
 JZ2863* NAD 83(1986)-  39 08 37.     (N)    084 49 39.     (W)     SCALED    
 JZ2863* NAVD 88     -       147.427  (meters)     483.68   (feet)  ADJUSTED  
 JZ2863  ___________________________________________________________________
 JZ2863  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ2863  DYNAMIC HT  -         147.336 (meters)     483.38  (feet)  COMP
 JZ2863  MODELED GRAV-     980,010.7   (mgal)                       NAVD 88
 JZ2863
 JZ2863  VERT ORDER  -  FIRST     CLASS II
 JZ2863
 JZ2863.The horizontal coordinates were scaled from a topographic map and have
 JZ2863.an estimated accuracy of +/- 6 seconds.
 JZ2863
 JZ2863.The orthometric height was determined by differential leveling
 JZ2863.and adjusted by the National Geodetic Survey in June 1991..
 JZ2863
 JZ2863.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2863.See file dsdata.txt to determine how the superseded data were derived.
 JZ2863
 JZ2863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ877349(NAD 83)
 JZ2863_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 JA1635 ***********************************************************************
 JA1635  DESIGNATION -  Q 359
 JA1635  PID         -  JA1635
 JA1635  STATE/COUNTY-  IN/KNOX
 JA1635  USGS QUAD   -  WHEATLAND (1988)
 JA1635
 JA1635                         *CURRENT SURVEY CONTROL
 JA1635  ___________________________________________________________________
 JA1635* NAD 83(1986)-  38 40 24.     (N)    087 21 26.     (W)     SCALED    
 JA1635* NAVD 88     -       140.878  (meters)     462.20   (feet)  ADJUSTED  
 JA1635  ___________________________________________________________________
 JA1635  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 JA1635  DYNAMIC HT  -         140.790 (meters)     461.91  (feet)  COMP
 JA1635  MODELED GRAV-     979,997.6   (mgal)                       NAVD 88
 JA1635
 JA1635  VERT ORDER  -  FIRST     CLASS II
 JA1635
 JA1635.The horizontal coordinates were scaled from a topographic map and have
 JA1635.an estimated accuracy of +/- 6 seconds.
 JA1635
 JA1635.The orthometric height was determined by differential leveling
 JA1635.and adjusted by the National Geodetic Survey in June 1991..
 JA1635
 JA1635.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JA1635
 JA1635.No superseded survey control is available for this station.
 JA1635
 JA1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH689805(NAD 83)
 JA1635_MARKER: I = METAL ROD
 JA1635_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JA1635_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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 = OCTOBER  6, 2006
 MD0739 ***********************************************************************
 MD0739  DESIGNATION -  Q 36
 MD0739  PID         -  MD0739
 MD0739  STATE/COUNTY-  IN/WHITLEY
 MD0739  USGS QUAD   -  COLUMBIA CITY (1981)
 MD0739
 MD0739                         *CURRENT SURVEY CONTROL
 MD0739  ___________________________________________________________________
 MD0739* NAD 83(1986)-  41 08 30.     (N)    085 29 01.     (W)     SCALED    
 MD0739* NAVD 88     -       258.256  (meters)     847.29   (feet)  ADJUSTED  
 MD0739  ___________________________________________________________________
 MD0739  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MD0739  DYNAMIC HT  -         258.155 (meters)     846.96  (feet)  COMP
 MD0739  MODELED GRAV-     980,228.8   (mgal)                       NAVD 88
 MD0739
 MD0739  VERT ORDER  -  SECOND    CLASS 0
 MD0739
 MD0739.The horizontal coordinates were scaled from a topographic map and have
 MD0739.an estimated accuracy of +/- 6 seconds.
 MD0739
 MD0739.The orthometric height was determined by differential leveling
 MD0739.and adjusted by the National Geodetic Survey in June 1991..
 MD0739
 MD0739.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0739.See file dsdata.txt to determine how the superseded data were derived.
 MD0739
 MD0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL272555(NAD 83)
 MD0739_MARKER: DB = BENCH MARK DISK
 MD0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0739_STAMPING: Q 36 1934
 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   NGS
 MD0739  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0739
 MD0739                          STATION DESCRIPTION
 MD0739
 MD0739'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA1735 ***********************************************************************
 KA1735  DESIGNATION -  Q 360
 KA1735  PID         -  KA1735
 KA1735  STATE/COUNTY-  IN/VERMILLION
 KA1735  USGS QUAD   -  CLINTON (1986)
 KA1735
 KA1735                         *CURRENT SURVEY CONTROL
 KA1735  ___________________________________________________________________
 KA1735* NAD 83(1986)-  39 38 30.     (N)    087 26 11.     (W)     SCALED    
 KA1735* NAVD 88     -       183.684  (meters)     602.64   (feet)  ADJUSTED  
 KA1735  ___________________________________________________________________
 KA1735  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KA1735  DYNAMIC HT  -         183.582 (meters)     602.30  (feet)  COMP
 KA1735  MODELED GRAV-     980,067.3   (mgal)                       NAVD 88
 KA1735
 KA1735  VERT ORDER  -  FIRST     CLASS II
 KA1735
 KA1735.The horizontal coordinates were scaled from a topographic map and have
 KA1735.an estimated accuracy of +/- 6 seconds.
 KA1735
 KA1735.The orthometric height was determined by differential leveling
 KA1735.and adjusted by the National Geodetic Survey in June 1991..
 KA1735
 KA1735.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1735
 KA1735.No superseded survey control is available for this station.
 KA1735
 KA1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ625880(NAD 83)
 KA1735_MARKER: I = METAL ROD
 KA1735_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KA1735_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  6, 2006
 KA1761 ***********************************************************************
 KA1761  DESIGNATION -  Q 361
 KA1761  PID         -  KA1761
 KA1761  STATE/COUNTY-  IN/VERMILLION
 KA1761  USGS QUAD   -  NEWPORT (1980)
 KA1761
 KA1761                         *CURRENT SURVEY CONTROL
 KA1761  ___________________________________________________________________
 KA1761* NAD 83(1986)-  39 57 44.     (N)    087 27 03.     (W)     SCALED    
 KA1761* NAVD 88     -       154.487  (meters)     506.85   (feet)  ADJUSTED  
 KA1761  ___________________________________________________________________
 KA1761  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KA1761  DYNAMIC HT  -         154.406 (meters)     506.58  (feet)  COMP
 KA1761  MODELED GRAV-     980,098.2   (mgal)                       NAVD 88
 KA1761
 KA1761  VERT ORDER  -  FIRST     CLASS II
 KA1761
 KA1761.The horizontal coordinates were scaled from a topographic map and have
 KA1761.an estimated accuracy of +/- 6 seconds.
 KA1761
 KA1761.The orthometric height was determined by differential leveling
 KA1761.and adjusted by the National Geodetic Survey in June 1991..
 KA1761
 KA1761.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1761
 KA1761.No superseded survey control is available for this station.
 KA1761
 KA1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK614236(NAD 83)
 KA1761_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 ME3385 ***********************************************************************
 ME3385  DESIGNATION -  Q 367
 ME3385  PID         -  ME3385
 ME3385  STATE/COUNTY-  IN/LA PORTE
 ME3385  USGS QUAD   -  WANATAH (1972)
 ME3385
 ME3385                         *CURRENT SURVEY CONTROL
 ME3385  ___________________________________________________________________
 ME3385* NAD 83(1986)-  41 25 42.     (N)    086 53 29.     (W)     SCALED    
 ME3385* NAVD 88     -       223.195  (meters)     732.27   (feet)  ADJUSTED  
 ME3385  ___________________________________________________________________
 ME3385  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 ME3385  DYNAMIC HT  -         223.105 (meters)     731.97  (feet)  COMP
 ME3385  MODELED GRAV-     980,211.2   (mgal)                       NAVD 88
 ME3385
 ME3385  VERT ORDER  -  FIRST     CLASS II
 ME3385
 ME3385.The horizontal coordinates were scaled from a topographic map and have
 ME3385.an estimated accuracy of +/- 6 seconds.
 ME3385
 ME3385.The orthometric height was determined by differential leveling
 ME3385.and adjusted by the National Geodetic Survey in April 1995..
 ME3385
 ME3385.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3385.See file dsdata.txt to determine how the superseded data were derived.
 ME3385
 ME3385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL090863(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1971 ***********************************************************************
 MD1971  DESIGNATION -  Q 368
 MD1971  PID         -  MD1971
 MD1971  STATE/COUNTY-  IN/ALLEN
 MD1971  USGS QUAD   -  FORT WAYNE EAST (1981)
 MD1971
 MD1971                         *CURRENT SURVEY CONTROL
 MD1971  ___________________________________________________________________
 MD1971* NAD 83(1986)-  41 04 33.     (N)    085 06 20.     (W)     SCALED    
 MD1971* NAVD 88     -       238.128  (meters)     781.26   (feet)  ADJUSTED  
 MD1971  ___________________________________________________________________
 MD1971  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MD1971  DYNAMIC HT  -         238.033 (meters)     780.95  (feet)  COMP
 MD1971  MODELED GRAV-     980,219.1   (mgal)                       NAVD 88
 MD1971
 MD1971  VERT ORDER  -  FIRST     CLASS II
 MD1971
 MD1971.The horizontal coordinates were scaled from a topographic map and have
 MD1971.an estimated accuracy of +/- 6 seconds.
 MD1971
 MD1971.The orthometric height was determined by differential leveling
 MD1971.and adjusted by the National Geodetic Survey in April 1995..
 MD1971
 MD1971.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1971.See file dsdata.txt to determine how the superseded data were derived.
 MD1971
 MD1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL591489(NAD 83)
 MD1971_MARKER: I = METAL ROD
 MD1971_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MD1971_SP_SET: STAINLESS STEEL ROD
 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 - 1992
 MD1971_ROD/PIPE-DEPTH: 6.3  meters
 MD1971
 MD1971  HISTORY     - Date     Condition        Report By
 MD1971  HISTORY     - 1992     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1085 ***********************************************************************
 LA1085  DESIGNATION -  Q 37
 LA1085  PID         -  LA1085
 LA1085  STATE/COUNTY-  IN/JAY
 LA1085  USGS QUAD   -  PENNVILLE (1960)
 LA1085
 LA1085                         *CURRENT SURVEY CONTROL
 LA1085  ___________________________________________________________________
 LA1085* NAD 83(1986)-  40 27 01.     (N)    085 09 58.     (W)     SCALED    
 LA1085* NAVD 88     -       274.668  (meters)     901.14   (feet)  ADJUSTED  
 LA1085  ___________________________________________________________________
 LA1085  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 LA1085  DYNAMIC HT  -         274.528 (meters)     900.68  (feet)  COMP
 LA1085  MODELED GRAV-     980,110.2   (mgal)                       NAVD 88
 LA1085
 LA1085  VERT ORDER  -  SECOND    CLASS 0
 LA1085
 LA1085.The horizontal coordinates were scaled from a topographic map and have
 LA1085.an estimated accuracy of +/- 6 seconds.
 LA1085
 LA1085.The orthometric height was determined by differential leveling
 LA1085.and adjusted by the National Geodetic Survey in June 1991..
 LA1085
 LA1085.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1085.See file dsdata.txt to determine how the superseded data were derived.
 LA1085
 LA1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK555793(NAD 83)
 LA1085_MARKER: DB = BENCH MARK DISK
 LA1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1085_STAMPING: Q 37 1934
 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 = OCTOBER  6, 2006
 LA2562 ***********************************************************************
 LA2562  DESIGNATION -  Q 38 RESET
 LA2562  PID         -  LA2562
 LA2562  STATE/COUNTY-  IN/WELLS
 LA2562  USGS QUAD   -  BLUFFTON (1988)
 LA2562
 LA2562                         *CURRENT SURVEY CONTROL
 LA2562  ___________________________________________________________________
 LA2562* NAD 83(1986)-  40 40 38.     (N)    085 09 43.     (W)     SCALED    
 LA2562* NAVD 88     -       257.84   (meters)     845.9    (feet)  RESET     
 LA2562  ___________________________________________________________________
 LA2562  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 LA2562
 LA2562  VERT ORDER  -  THIRD
 LA2562
 LA2562.The horizontal coordinates were scaled from a topographic map and have
 LA2562.an estimated accuracy of +/- 6 seconds.
 LA2562
 LA2562.The orthometric height was computed from unverified reset data.
 LA2562
 LA2562.The geoid height was determined by GEOID03.
 LA2562
 LA2562;                    North         East    Units  Estimated Accuracy
 LA2562;SPC IN E     -   602,840.      142,670.      MT  (+/- 180 meters Scaled)
 LA2562
 LA2562                          SUPERSEDED SURVEY CONTROL
 LA2562
 LA2562  NGVD 29 (04/16/04)  257.98   (m)          846.4    (f) RESET       3  
 LA2562
 LA2562.Superseded values are not recommended for survey control.
 LA2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2562.See file dsdata.txt to determine how the superseded data were derived.
 LA2562
 LA2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL553045(NAD 83)
 LA2562_MARKER: DV = VERTICAL CONTROL DISK
 LA2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2562_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 LA0997 ***********************************************************************
 LA0997  DESIGNATION -  Q 39
 LA0997  PID         -  LA0997
 LA0997  STATE/COUNTY-  IN/RANDOLPH
 LA0997  USGS QUAD   -  FARMLAND (1969)
 LA0997
 LA0997                         *CURRENT SURVEY CONTROL
 LA0997  ___________________________________________________________________
 LA0997* NAD 83(1986)-  40 11 19.     (N)    085 07 46.     (W)     SCALED    
 LA0997* NAVD 88     -       316.259  (meters)    1037.59   (feet)  ADJUSTED  
 LA0997  ___________________________________________________________________
 LA0997  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 LA0997  DYNAMIC HT  -         316.090 (meters)    1037.04  (feet)  COMP
 LA0997  MODELED GRAV-     980,083.8   (mgal)                       NAVD 88
 LA0997
 LA0997  VERT ORDER  -  SECOND    CLASS 0
 LA0997
 LA0997.The horizontal coordinates were scaled from a topographic map and have
 LA0997.an estimated accuracy of +/- 6 seconds.
 LA0997
 LA0997.The orthometric height was determined by differential leveling
 LA0997.and adjusted by the National Geodetic Survey in June 1991..
 LA0997
 LA0997.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0997.See file dsdata.txt to determine how the superseded data were derived.
 LA0997
 LA0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK592503(NAD 83)
 LA0997_MARKER: DB = BENCH MARK DISK
 LA0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0997_STAMPING: Q 39 1934
 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             NGS
 LA0997
 LA0997                          STATION DESCRIPTION
 LA0997
 LA0997'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1273 ***********************************************************************
 LA1273  DESIGNATION -  Q 4
 LA1273  PID         -  LA1273
 LA1273  STATE/COUNTY-  IN/MADISON
 LA1273  USGS QUAD   -  ANDERSON SOUTH (1994)
 LA1273
 LA1273                         *CURRENT SURVEY CONTROL
 LA1273  ___________________________________________________________________
 LA1273* NAD 83(1986)-  40 01 28.     (N)    085 44 09.     (W)     SCALED    
 LA1273* NAVD 88     -       267.685  (meters)     878.23   (feet)  ADJUSTED  
 LA1273  ___________________________________________________________________
 LA1273  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LA1273  DYNAMIC HT  -         267.537 (meters)     877.74  (feet)  COMP
 LA1273  MODELED GRAV-     980,066.9   (mgal)                       NAVD 88
 LA1273
 LA1273  VERT ORDER  -  FIRST     CLASS II
 LA1273
 LA1273.The horizontal coordinates were scaled from a topographic map and have
 LA1273.an estimated accuracy of +/- 6 seconds.
 LA1273
 LA1273.The orthometric height was determined by differential leveling
 LA1273.and adjusted by the National Geodetic Survey in June 1991..
 LA1273
 LA1273.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1273.See file dsdata.txt to determine how the superseded data were derived.
 LA1273
 LA1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK078312(NAD 83)
 LA1273_MARKER: DB = BENCH MARK DISK
 LA1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1273_STAMPING: Q 4
 LA1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1273+STABILITY: SURFACE MOTION
 LA1273
 LA1273  HISTORY     - Date     Condition        Report By
 LA1273  HISTORY     - UNK      MONUMENTED       CGS
 LA1273  HISTORY     - 1935     GOOD             INHD
 LA1273  HISTORY     - 1947     POOR             NGS
 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 NATIONAL GEODETIC SURVEY 1947
 LA1273'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1274 ***********************************************************************
 LA1274  DESIGNATION -  Q 4 RESET 1947
 LA1274  PID         -  LA1274
 LA1274  STATE/COUNTY-  IN/MADISON
 LA1274  USGS QUAD   -  ANDERSON SOUTH (1994)
 LA1274
 LA1274                         *CURRENT SURVEY CONTROL
 LA1274  ___________________________________________________________________
 LA1274* NAD 83(1986)-  40 01 28.     (N)    085 44 09.     (W)     SCALED    
 LA1274* NAVD 88     -       267.69   (+/-2cm)     878.2    (feet)  VERTCON   
 LA1274  ___________________________________________________________________
 LA1274  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LA1274
 LA1274  VERT ORDER  -  ? (See Below)
 LA1274
 LA1274.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 LA1274
 LA1274.The geoid height was determined by GEOID03.
 LA1274
 LA1274;                    North         East    Units  Estimated Accuracy
 LA1274;SPC IN E     -   530,230.       94,100.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1274.See file dsdata.txt to determine how the superseded data were derived.
 LA1274
 LA1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK078312(NAD 83)
 LA1274_MARKER: DB = BENCH MARK DISK
 LA1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1274_SP_SET: STONE POST
 LA1274_STAMPING: Q 4 ELEV 878.702 FT RESET 1947
 LA1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA1274+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 JZ1719 ***********************************************************************
 JZ1719  DESIGNATION -  Q 40
 JZ1719  PID         -  JZ1719
 JZ1719  STATE/COUNTY-  IN/WAYNE
 JZ1719  USGS QUAD   -  HAGERSTOWN (1981)
 JZ1719
 JZ1719                         *CURRENT SURVEY CONTROL
 JZ1719  ___________________________________________________________________
 JZ1719* NAD 83(1986)-  39 58 58.     (N)    085 08 42.     (W)     SCALED    
 JZ1719* NAVD 88     -       319.823  (meters)    1049.29   (feet)  ADJUSTED  
 JZ1719  ___________________________________________________________________
 JZ1719  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JZ1719  DYNAMIC HT  -         319.644 (meters)    1048.70  (feet)  COMP
 JZ1719  MODELED GRAV-     980,056.0   (mgal)                       NAVD 88
 JZ1719
 JZ1719  VERT ORDER  -  SECOND    CLASS 0
 JZ1719
 JZ1719.The horizontal coordinates were scaled from a topographic map and have
 JZ1719.an estimated accuracy of +/- 6 seconds.
 JZ1719
 JZ1719.The orthometric height was determined by differential leveling
 JZ1719.and adjusted by the National Geodetic Survey in June 1991..
 JZ1719
 JZ1719.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1719.See file dsdata.txt to determine how the superseded data were derived.
 JZ1719
 JZ1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK583274(NAD 83)
 JZ1719_MARKER: DB = BENCH MARK DISK
 JZ1719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1719_SP_SET: CULVERT
 JZ1719_STAMPING: Q 40 1934
 JZ1719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1719
 JZ1719  HISTORY     - Date     Condition        Report By
 JZ1719  HISTORY     - 1934     MONUMENTED       CGS
 JZ1719  HISTORY     - 1947     GOOD             NGS
 JZ1719  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 JZ1719
 JZ1719                          STATION DESCRIPTION
 JZ1719
 JZ1719'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1413 ***********************************************************************
 LA1413  DESIGNATION -  Q 41
 LA1413  PID         -  LA1413
 LA1413  STATE/COUNTY-  IN/DELAWARE
 LA1413  USGS QUAD   -  GILMAN (1994)
 LA1413
 LA1413                         *CURRENT SURVEY CONTROL
 LA1413  ___________________________________________________________________
 LA1413* NAD 83(1986)-  40 08 56.     (N)    085 31 18.     (W)     SCALED    
 LA1413* NAVD 88     -       282.759  (meters)     927.69   (feet)  ADJUSTED  
 LA1413  ___________________________________________________________________
 LA1413  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 LA1413  DYNAMIC HT  -         282.608 (meters)     927.19  (feet)  COMP
 LA1413  MODELED GRAV-     980,086.0   (mgal)                       NAVD 88
 LA1413
 LA1413  VERT ORDER  -  SECOND    CLASS 0
 LA1413
 LA1413.The horizontal coordinates were scaled from a topographic map and have
 LA1413.an estimated accuracy of +/- 6 seconds.
 LA1413
 LA1413.The orthometric height was determined by differential leveling
 LA1413.and adjusted by the National Geodetic Survey in June 1991..
 LA1413
 LA1413.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1413.See file dsdata.txt to determine how the superseded data were derived.
 LA1413
 LA1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK259453(NAD 83)
 LA1413_MARKER: DB = BENCH MARK DISK
 LA1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1413_STAMPING: Q 41 1934
 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 = OCTOBER  6, 2006
 LB0393 ***********************************************************************
 LB0393  DESIGNATION -  Q 42
 LB0393  PID         -  LB0393
 LB0393  STATE/COUNTY-  IN/HAMILTON
 LB0393  USGS QUAD   -  NOBLESVILLE (1992)
 LB0393
 LB0393                         *CURRENT SURVEY CONTROL
 LB0393  ___________________________________________________________________
 LB0393* NAD 83(1986)-  40 02 27.     (N)    086 00 52.     (W)     SCALED    
 LB0393* NAVD 88     -       235.938  (meters)     774.07   (feet)  ADJUSTED  
 LB0393  ___________________________________________________________________
 LB0393  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 LB0393  DYNAMIC HT  -         235.808 (meters)     773.65  (feet)  COMP
 LB0393  MODELED GRAV-     980,073.1   (mgal)                       NAVD 88
 LB0393
 LB0393  VERT ORDER  -  SECOND    CLASS 0
 LB0393
 LB0393.The horizontal coordinates were scaled from a topographic map and have
 LB0393.an estimated accuracy of +/- 6 seconds.
 LB0393
 LB0393.The orthometric height was determined by differential leveling
 LB0393.and adjusted by the National Geodetic Survey in June 1991..
 LB0393
 LB0393.The geoid height was determined by GEOID03.
 LB0393
 LB0393.The dynamic height is computed by dividing the NAVD 88
 LB0393.geopotential number by the normal gravity value computed on the
 LB0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB0393.degrees latitude (g = 980.6199 gals.).
 LB0393
 LB0393.The modeled gravity was interpolated from observed gravity values.
 LB0393
 LB0393;                    North         East    Units  Estimated Accuracy
 LB0393;SPC IN E     -   532,110.       70,320.      MT  (+/- 180 meters Scaled)
 LB0393
 LB0393                          SUPERSEDED SURVEY CONTROL
 LB0393
 LB0393  NGVD 29 (??/??/92)  236.067  (m)          774.50   (f) ADJ UNCH    2 0
 LB0393
 LB0393.Superseded values are not recommended for survey control.
 LB0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0393.See file dsdata.txt to determine how the superseded data were derived.
 LB0393
 LB0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK840327(NAD 83)
 LB0393_MARKER: DB = BENCH MARK DISK
 LB0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0393_STAMPING: Q 42 1934
 LB0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0393+STABILITY: SURFACE MOTION
 LB0393
 LB0393  HISTORY     - Date     Condition        Report By
 LB0393  HISTORY     - 1934     MONUMENTED       CGS
 LB0393  HISTORY     - 1947     GOOD             NGS
 LB0393
 LB0393                          STATION DESCRIPTION
 LB0393
 LB0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LB0393'AT NOBLESVILLE.
 LB0393'AT NOBLESVILLE, AT THE INTERSECTION OF THE CENTRAL INDIANA
 LB0393'RAILROAD AND THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD, 3 FEET
 LB0393'SOUTHEAST OF MILE POLE NO. 19, 12 FEET NORTH OF THE NORTH RAIL
 LB0393'OF THE C. I. RR, 79.5 FEET EAST AND ACROSS YARD TRACKS AND A
 LB0393'STREET FROM THE EAST RAIL OF THE MAIN TRACK OF THE N.Y. C. AND
 LB0393'ST. L. RR., 34 FEET WEST OF THE SOUTHWEST LEG OF A STEEL WATER
 LB0393'TOWER, 119.5 FEET EAST AND ACROSS THE STREET AND N. AND C. AND
 LB0393'L. RR FROM THE SOUTHEAST CORNER OF THE C. I RR STATION, ABOUT
 LB0393'1 FOOT ABOVE THE TRACKS AND SET IN THE TOP OF A CONCRETE POST
 LB0393'PROJECTING 4 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2714 ***********************************************************************
 JZ2714  DESIGNATION -  Q 43 RESET 1978
 JZ2714  PID         -  JZ2714
 JZ2714  STATE/COUNTY-  IN/RUSH
 JZ2714  USGS QUAD   -  CARTHAGE (1988)
 JZ2714
 JZ2714                         *CURRENT SURVEY CONTROL
 JZ2714  ___________________________________________________________________
 JZ2714* NAD 83(1986)-  39 42 53.     (N)    085 32 52.     (W)     SCALED    
 JZ2714* NAVD 88     -       296.08   (+/-2cm)     971.4    (feet)  VERTCON   
 JZ2714  ___________________________________________________________________
 JZ2714  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ2714
 JZ2714  VERT ORDER  -  THIRD (See Below)
 JZ2714
 JZ2714.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 JZ2714
 JZ2714.The geoid height was determined by GEOID03.
 JZ2714
 JZ2714;                    North         East    Units  Estimated Accuracy
 JZ2714;SPC IN E     -   495,850.      110,190.      MT  (+/- 180 meters Scaled)
 JZ2714
 JZ2714                          SUPERSEDED SURVEY CONTROL
 JZ2714
 JZ2714  NGVD 29 (04/16/04)  296.21   (m)          971.8    (f) RESET       3  
 JZ2714
 JZ2714.Superseded values are not recommended for survey control.
 JZ2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2714.See file dsdata.txt to determine how the superseded data were derived.
 JZ2714
 JZ2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ244971(NAD 83)
 JZ2714_MARKER: DB = BENCH MARK DISK
 JZ2714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2714_STAMPING: Q 43 RESET 1978
 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 = OCTOBER  6, 2006
 JZ1135 ***********************************************************************
 JZ1135  DESIGNATION -  Q 44
 JZ1135  PID         -  JZ1135
 JZ1135  STATE/COUNTY-  IN/WAYNE
 JZ1135  USGS QUAD   -  NEW PARIS (1981)
 JZ1135
 JZ1135                         *CURRENT SURVEY CONTROL
 JZ1135  ___________________________________________________________________
 JZ1135* NAD 83(1986)-  39 50 37.     (N)    084 50 52.     (W)     SCALED    
 JZ1135* NAVD 88     -       303.936  (meters)     997.16   (feet)  ADJUSTED  
 JZ1135  ___________________________________________________________________
 JZ1135  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 JZ1135  DYNAMIC HT  -         303.758 (meters)     996.58  (feet)  COMP
 JZ1135  MODELED GRAV-     980,032.5   (mgal)                       NAVD 88
 JZ1135
 JZ1135  VERT ORDER  -  SECOND    CLASS 0
 JZ1135
 JZ1135.The horizontal coordinates were scaled from a topographic map and have
 JZ1135.an estimated accuracy of +/- 6 seconds.
 JZ1135
 JZ1135.The orthometric height was determined by differential leveling
 JZ1135.and adjusted by the National Geodetic Survey in June 1991..
 JZ1135
 JZ1135.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1135.See file dsdata.txt to determine how the superseded data were derived.
 JZ1135
 JZ1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK841126(NAD 83)
 JZ1135_MARKER: DB = BENCH MARK DISK
 JZ1135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1135_SP_SET: SIGNAL BASE
 JZ1135_STAMPING: Q 44 1934
 JZ1135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1135
 JZ1135  HISTORY     - Date     Condition        Report By
 JZ1135  HISTORY     - 1934     MONUMENTED       CGS
 JZ1135  HISTORY     - 1947     GOOD             NGS
 JZ1135
 JZ1135                          STATION DESCRIPTION
 JZ1135
 JZ1135'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1209 ***********************************************************************
 JZ1209  DESIGNATION -  Q 45
 JZ1209  PID         -  JZ1209
 JZ1209  STATE/COUNTY-  IN/UNION
 JZ1209  USGS QUAD   -  LIBERTY (1974)
 JZ1209
 JZ1209                         *CURRENT SURVEY CONTROL
 JZ1209  ___________________________________________________________________
 JZ1209* NAD 83(1986)-  39 37 52.     (N)    084 55 51.     (W)     SCALED    
 JZ1209* NAVD 88     -       302.902  (meters)     993.77   (feet)  ADJUSTED  
 JZ1209  ___________________________________________________________________
 JZ1209  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JZ1209  DYNAMIC HT  -         302.727 (meters)     993.20  (feet)  COMP
 JZ1209  MODELED GRAV-     980,037.3   (mgal)                       NAVD 88
 JZ1209
 JZ1209  VERT ORDER  -  SECOND    CLASS 0
 JZ1209
 JZ1209.The horizontal coordinates were scaled from a topographic map and have
 JZ1209.an estimated accuracy of +/- 6 seconds.
 JZ1209
 JZ1209.The orthometric height was determined by differential leveling
 JZ1209.and adjusted by the National Geodetic Survey in June 1991..
 JZ1209
 JZ1209.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1209.See file dsdata.txt to determine how the superseded data were derived.
 JZ1209
 JZ1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ775888(NAD 83)
 JZ1209_MARKER: DB = BENCH MARK DISK
 JZ1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1209_STAMPING: Q 45 1934
 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             NGS
 JZ1209
 JZ1209                          STATION DESCRIPTION
 JZ1209
 JZ1209'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1672 ***********************************************************************
 JZ1672  DESIGNATION -  Q 46
 JZ1672  PID         -  JZ1672
 JZ1672  STATE/COUNTY-  IN/FAYETTE
 JZ1672  USGS QUAD   -  CONNERSVILLE (1972)
 JZ1672
 JZ1672                         *CURRENT SURVEY CONTROL
 JZ1672  ___________________________________________________________________
 JZ1672* NAD 83(1986)-  39 38 47.     (N)    085 08 06.     (W)     SCALED    
 JZ1672* NAVD 88     -       255.045  (meters)     836.76   (feet)  ADJUSTED  
 JZ1672  ___________________________________________________________________
 JZ1672  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ1672  DYNAMIC HT  -         254.893 (meters)     836.26  (feet)  COMP
 JZ1672  MODELED GRAV-     980,025.1   (mgal)                       NAVD 88
 JZ1672
 JZ1672  VERT ORDER  -  SECOND    CLASS 0
 JZ1672
 JZ1672.The horizontal coordinates were scaled from a topographic map and have
 JZ1672.an estimated accuracy of +/- 6 seconds.
 JZ1672
 JZ1672.The orthometric height was determined by differential leveling
 JZ1672.and adjusted by the National Geodetic Survey in June 1991..
 JZ1672
 JZ1672.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1672.See file dsdata.txt to determine how the superseded data were derived.
 JZ1672
 JZ1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ600901(NAD 83)
 JZ1672_MARKER: DB = BENCH MARK DISK
 JZ1672_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1672_SP_SET: SIGNAL CONCRETE BASE
 JZ1672_STAMPING: Q 46 1934
 JZ1672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1672
 JZ1672  HISTORY     - Date     Condition        Report By
 JZ1672  HISTORY     - 1934     MONUMENTED       CGS
 JZ1672  HISTORY     - 1947     GOOD             NGS
 JZ1672
 JZ1672                          STATION DESCRIPTION
 JZ1672
 JZ1672'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ0538 ***********************************************************************
 JZ0538  DESIGNATION -  Q 47
 JZ0538  PID         -  JZ0538
 JZ0538  STATE/COUNTY-  IN/DEARBORN
 JZ0538  USGS QUAD   -  LAWRENCEBURG (1994)
 JZ0538
 JZ0538                         *CURRENT SURVEY CONTROL
 JZ0538  ___________________________________________________________________
 JZ0538* NAD 83(1986)-  39 07 25.     (N)    084 51 08.     (W)     SCALED    
 JZ0538* NAVD 88     -       163.566  (meters)     536.63   (feet)  ADJUSTED  
 JZ0538  ___________________________________________________________________
 JZ0538  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JZ0538  DYNAMIC HT  -         163.464 (meters)     536.30  (feet)  COMP
 JZ0538  MODELED GRAV-     980,004.5   (mgal)                       NAVD 88
 JZ0538
 JZ0538  VERT ORDER  -  FIRST     CLASS II
 JZ0538
 JZ0538.The horizontal coordinates were scaled from a topographic map and have
 JZ0538.an estimated accuracy of +/- 6 seconds.
 JZ0538
 JZ0538.The orthometric height was determined by differential leveling
 JZ0538.and adjusted by the National Geodetic Survey in June 1991..
 JZ0538
 JZ0538.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0538.See file dsdata.txt to determine how the superseded data were derived.
 JZ0538
 JZ0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ856326(NAD 83)
 JZ0538_MARKER: DB = BENCH MARK DISK
 JZ0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0538_STAMPING: Q 47 1934
 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             NGS
 JZ0538  HISTORY     - 1977     MARK NOT FOUND   USGS
 JZ0538  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0538
 JZ0538                          STATION DESCRIPTION
 JZ0538
 JZ0538'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0610 ***********************************************************************
 KA0610  DESIGNATION -  Q 51
 KA0610  PID         -  KA0610
 KA0610  STATE/COUNTY-  IN/PUTNAM
 KA0610  USGS QUAD   -  CLOVERDALE (1986)
 KA0610
 KA0610                         *CURRENT SURVEY CONTROL
 KA0610  ___________________________________________________________________
 KA0610* NAD 83(1986)-  39 34 02.     (N)    086 50 39.     (W)     SCALED    
 KA0610* NAVD 88     -       205.216  (meters)     673.28   (feet)  ADJUSTED  
 KA0610  ___________________________________________________________________
 KA0610  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KA0610  DYNAMIC HT  -         205.099 (meters)     672.90  (feet)  COMP
 KA0610  MODELED GRAV-     980,052.8   (mgal)                       NAVD 88
 KA0610
 KA0610  VERT ORDER  -  SECOND    CLASS 0
 KA0610
 KA0610.The horizontal coordinates were scaled from a topographic map and have
 KA0610.an estimated accuracy of +/- 6 seconds.
 KA0610
 KA0610.The orthometric height was determined by differential leveling
 KA0610.and adjusted by the National Geodetic Survey in June 1991..
 KA0610
 KA0610.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0610.See file dsdata.txt to determine how the superseded data were derived.
 KA0610
 KA0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ133797(NAD 83)
 KA0610_MARKER: DB = BENCH MARK DISK
 KA0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0610_STAMPING: Q 51 1934
 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             NGS
 KA0610
 KA0610                          STATION DESCRIPTION
 KA0610
 KA0610'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0454 ***********************************************************************
 KA0454  DESIGNATION -  Q 52
 KA0454  PID         -  KA0454
 KA0454  STATE/COUNTY-  IN/MONROE
 KA0454  USGS QUAD   -  CLEAR CREEK (1990)
 KA0454
 KA0454                         *CURRENT SURVEY CONTROL
 KA0454  ___________________________________________________________________
 KA0454* NAD 83(1986)-  39 00 45.     (N)    086 31 54.     (W)     SCALED    
 KA0454* NAVD 88     -       158.279  (meters)     519.29   (feet)  ADJUSTED  
 KA0454  ___________________________________________________________________
 KA0454  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KA0454  DYNAMIC HT  -         158.182 (meters)     518.97  (feet)  COMP
 KA0454  MODELED GRAV-     980,011.1   (mgal)                       NAVD 88
 KA0454
 KA0454  VERT ORDER  -  SECOND    CLASS 0
 KA0454
 KA0454.The horizontal coordinates were scaled from a topographic map and have
 KA0454.an estimated accuracy of +/- 6 seconds.
 KA0454
 KA0454.The orthometric height was determined by differential leveling
 KA0454.and adjusted by the National Geodetic Survey in June 1991..
 KA0454
 KA0454.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0454.See file dsdata.txt to determine how the superseded data were derived.
 KA0454
 KA0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ405182(NAD 83)
 KA0454_MARKER: DB = BENCH MARK DISK
 KA0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0454_STAMPING: Q 52 1934
 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   NGS
 KA0454
 KA0454                          STATION DESCRIPTION
 KA0454
 KA0454'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 KA0336 ***********************************************************************
 KA0336  DESIGNATION -  Q 53
 KA0336  PID         -  KA0336
 KA0336  STATE/COUNTY-  IN/BARTHOLOMEW
 KA0336  USGS QUAD   -  NEW BELLSVILLE (1988)
 KA0336
 KA0336                         *CURRENT SURVEY CONTROL
 KA0336  ___________________________________________________________________
 KA0336* NAD 83(1986)-  39 11 53.     (N)    086 02 21.     (W)     SCALED    
 KA0336* NAVD 88     -       202.588  (meters)     664.66   (feet)  ADJUSTED  
 KA0336  ___________________________________________________________________
 KA0336  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KA0336  DYNAMIC HT  -         202.464 (meters)     664.25  (feet)  COMP
 KA0336  MODELED GRAV-     980,013.3   (mgal)                       NAVD 88
 KA0336
 KA0336  VERT ORDER  -  SECOND    CLASS 0
 KA0336
 KA0336.The horizontal coordinates were scaled from a topographic map and have
 KA0336.an estimated accuracy of +/- 6 seconds.
 KA0336
 KA0336.The orthometric height was determined by differential leveling
 KA0336.and adjusted by the National Geodetic Survey in June 1991..
 KA0336
 KA0336.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0336.See file dsdata.txt to determine how the superseded data were derived.
 KA0336
 KA0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ829391(NAD 83)
 KA0336_MARKER: DB = BENCH MARK DISK
 KA0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0336_STAMPING: Q 53 1934
 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             NGS
 KA0336
 KA0336                          STATION DESCRIPTION
 KA0336
 KA0336'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1192 ***********************************************************************
 KA1192  DESIGNATION -  Q 54
 KA1192  PID         -  KA1192
 KA1192  STATE/COUNTY-  IN/SULLIVAN
 KA1192  USGS QUAD   -  SULLIVAN (1986)
 KA1192
 KA1192                         *CURRENT SURVEY CONTROL
 KA1192  ___________________________________________________________________
 KA1192* NAD 83(1986)-  39 02 51.     (N)    087 28 18.     (W)     SCALED    
 KA1192* NAVD 88     -       161.302  (meters)     529.21   (feet)  ADJUSTED  
 KA1192  ___________________________________________________________________
 KA1192  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KA1192  DYNAMIC HT  -         161.206 (meters)     528.89  (feet)  COMP
 KA1192  MODELED GRAV-     980,032.6   (mgal)                       NAVD 88
 KA1192
 KA1192  VERT ORDER  -  SECOND    CLASS 0
 KA1192
 KA1192.The horizontal coordinates were scaled from a topographic map and have
 KA1192.an estimated accuracy of +/- 6 seconds.
 KA1192
 KA1192.The orthometric height was determined by differential leveling
 KA1192.and adjusted by the National Geodetic Survey in June 1991..
 KA1192
 KA1192.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1192.See file dsdata.txt to determine how the superseded data were derived.
 KA1192
 KA1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ591221(NAD 83)
 KA1192_MARKER: DB = BENCH MARK DISK
 KA1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1192_STAMPING: Q 54 1934
 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             NGS
 KA1192
 KA1192                          STATION DESCRIPTION
 KA1192
 KA1192'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA0413 ***********************************************************************
 JA0413  DESIGNATION -  Q 55
 JA0413  PID         -  JA0413
 JA0413  STATE/COUNTY-  IN/CRAWFORD
 JA0413  USGS QUAD   -  BEECHWOOD (1993)
 JA0413
 JA0413                         *CURRENT SURVEY CONTROL
 JA0413  ___________________________________________________________________
 JA0413* NAD 83(1986)-  38 13 38.     (N)    086 28 15.     (W)     SCALED    
 JA0413* NAVD 88     -       212.371  (meters)     696.75   (feet)  ADJUSTED  
 JA0413  ___________________________________________________________________
 JA0413  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JA0413  DYNAMIC HT  -         212.221 (meters)     696.26  (feet)  COMP
 JA0413  MODELED GRAV-     979,920.6   (mgal)                       NAVD 88
 JA0413
 JA0413  VERT ORDER  -  FIRST     CLASS II
 JA0413
 JA0413.The horizontal coordinates were scaled from a topographic map and have
 JA0413.an estimated accuracy of +/- 6 seconds.
 JA0413
 JA0413.The orthometric height was determined by differential leveling
 JA0413.and adjusted by the National Geodetic Survey in June 1991..
 JA0413.WARNING-Repeat measurements at this control monument indicate possible
 JA0413.vertical movement.
 JA0413
 JA0413.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0413.See file dsdata.txt to determine how the superseded data were derived.
 JA0413
 JA0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH463311(NAD 83)
 JA0413_MARKER: DB = BENCH MARK DISK
 JA0413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA0413_SP_SET: CULVERT
 JA0413_STAMPING: Q 55 1934
 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             NGS
 JA0413
 JA0413                          STATION DESCRIPTION
 JA0413
 JA0413'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JA1107 ***********************************************************************
 JA1107  DESIGNATION -  Q 58
 JA1107  PID         -  JA1107
 JA1107  STATE/COUNTY-  IN/SPENCER
 JA1107  USGS QUAD   -  CHRISNEY (1988)
 JA1107
 JA1107                         *CURRENT SURVEY CONTROL
 JA1107  ___________________________________________________________________
 JA1107* NAD 83(1986)-  38 06 25.     (N)    087 00 26.     (W)     SCALED    
 JA1107* NAVD 88     -       129.822  (meters)     425.92   (feet)  POSTED    
 JA1107  ___________________________________________________________________
 JA1107  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 JA1107  DYNAMIC HT  -         129.740 (meters)     425.66  (feet)  COMP
 JA1107  MODELED GRAV-     979,963.2   (mgal)                       NAVD 88
 JA1107
 JA1107  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JA1107
 JA1107.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JA1107.rate of 2.1 thru 3.0 mm/km.
 JA1107
 JA1107.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1107.See file dsdata.txt to determine how the superseded data were derived.
 JA1107
 JA1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH993176(NAD 83)
 JA1107_MARKER: DB = BENCH MARK DISK
 JA1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1107_STAMPING: Q 58 1934
 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   NGS
 JA1107
 JA1107                          STATION DESCRIPTION
 JA1107
 JA1107'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1267 ***********************************************************************
 JA1267  DESIGNATION -  Q 59
 JA1267  PID         -  JA1267
 JA1267  STATE/COUNTY-  IN/VANDERBURGH
 JA1267  USGS QUAD   -  EVANSVILLE NORTH (1988)
 JA1267
 JA1267                         *CURRENT SURVEY CONTROL
 JA1267  ___________________________________________________________________
 JA1267* NAD 83(1986)-  38 03 52.     (N)    087 30 32.     (W)     SCALED    
 JA1267* NAVD 88     -       119.411  (meters)     391.77   (feet)  ADJUSTED  
 JA1267  ___________________________________________________________________
 JA1267  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 JA1267  DYNAMIC HT  -         119.329 (meters)     391.50  (feet)  COMP
 JA1267  MODELED GRAV-     979,944.2   (mgal)                       NAVD 88
 JA1267
 JA1267  VERT ORDER  -  SECOND    CLASS 0
 JA1267
 JA1267.The horizontal coordinates were scaled from a topographic map and have
 JA1267.an estimated accuracy of +/- 6 seconds.
 JA1267
 JA1267.The orthometric height was determined by differential leveling
 JA1267.and adjusted by the National Geodetic Survey in June 1991..
 JA1267
 JA1267.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1267.See file dsdata.txt to determine how the superseded data were derived.
 JA1267
 JA1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH553130(NAD 83)
 JA1267_MARKER: DB = BENCH MARK DISK
 JA1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1267_STAMPING: Q 59 1934
 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             NGS
 JA1267  HISTORY     - 1965     MARK NOT FOUND   NGS
 JA1267  HISTORY     - 19950816 MARK NOT FOUND   USPSQD
 JA1267
 JA1267                          STATION DESCRIPTION
 JA1267
 JA1267'DESCRIBED BY NATIONAL 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 NATIONAL 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 = OCTOBER  6, 2006
 HZ1691 ***********************************************************************
 HZ1691  DESIGNATION -  Q 60
 HZ1691  PID         -  HZ1691
 HZ1691  STATE/COUNTY-  IN/JACKSON
 HZ1691  USGS QUAD   -  SEYMOUR (1994)
 HZ1691
 HZ1691                         *CURRENT SURVEY CONTROL
 HZ1691  ___________________________________________________________________
 HZ1691* NAD 83(1986)-  38 57 27.     (N)    085 53 16.     (W)     SCALED    
 HZ1691* NAVD 88     -       184.970  (meters)     606.86   (feet)  ADJUSTED  
 HZ1691  ___________________________________________________________________
 HZ1691  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HZ1691  DYNAMIC HT  -         184.853 (meters)     606.47  (feet)  COMP
 HZ1691  MODELED GRAV-     979,995.0   (mgal)                       NAVD 88
 HZ1691
 HZ1691  VERT ORDER  -  SECOND    CLASS 0
 HZ1691
 HZ1691.The horizontal coordinates were scaled from a topographic map and have
 HZ1691.an estimated accuracy of +/- 6 seconds.
 HZ1691
 HZ1691.The orthometric height was determined by differential leveling
 HZ1691.and adjusted by the National Geodetic Survey in June 1991..
 HZ1691
 HZ1691.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1691.See file dsdata.txt to determine how the superseded data were derived.
 HZ1691
 HZ1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ963126(NAD 83)
 HZ1691_MARKER: DB = BENCH MARK DISK
 HZ1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ1691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ1691_STAMPING: Q 60 1934
 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 = OCTOBER  6, 2006
 HZ1692 ***********************************************************************
 HZ1692  DESIGNATION -  Q 60 RESET
 HZ1692  PID         -  HZ1692
 HZ1692  STATE/COUNTY-  IN/JACKSON
 HZ1692  USGS QUAD   -  SEYMOUR (1994)
 HZ1692
 HZ1692                         *CURRENT SURVEY CONTROL
 HZ1692  ___________________________________________________________________
 HZ1692* NAD 83(1986)-  38 57 27.     (N)    085 53 16.     (W)     SCALED    
 HZ1692* NAVD 88     -       184.86   (meters)     606.5    (feet)  RESET     
 HZ1692  ___________________________________________________________________
 HZ1692  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HZ1692
 HZ1692  VERT ORDER  -  THIRD
 HZ1692
 HZ1692.The horizontal coordinates were scaled from a topographic map and have
 HZ1692.an estimated accuracy of +/- 6 seconds.
 HZ1692
 HZ1692.The orthometric height was computed from unverified reset data.
 HZ1692
 HZ1692.The geoid height was determined by GEOID03.
 HZ1692
 HZ1692;                    North         East    Units  Estimated Accuracy
 HZ1692;SPC IN E     -   411,800.       80,840.      MT  (+/- 180 meters Scaled)
 HZ1692
 HZ1692                          SUPERSEDED SURVEY CONTROL
 HZ1692
 HZ1692.No superseded survey control is available for this station.
 HZ1692
 HZ1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ963126(NAD 83)
 HZ1692_MARKER: DB = BENCH MARK DISK
 HZ1692_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ1692_SP_SET: PLATFORM
 HZ1692_STAMPING: Q 60 RESET 1959
 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 = OCTOBER  6, 2006
 HZ1690 ***********************************************************************
 HZ1690  DESIGNATION -  Q 60 X
 HZ1690  PID         -  HZ1690
 HZ1690  STATE/COUNTY-  IN/JACKSON
 HZ1690  USGS QUAD   -  CHESTNUT RIDGE (1983)
 HZ1690
 HZ1690                         *CURRENT SURVEY CONTROL
 HZ1690  ___________________________________________________________________
 HZ1690* NAD 83(1986)-  38 55 37.     (N)    085 52 17.     (W)     SCALED    
 HZ1690* NAVD 88     -       177.384  (meters)     581.97   (feet)  ADJUSTED  
 HZ1690  ___________________________________________________________________
 HZ1690  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 HZ1690  DYNAMIC HT  -         177.271 (meters)     581.60  (feet)  COMP
 HZ1690  MODELED GRAV-     979,991.4   (mgal)                       NAVD 88
 HZ1690
 HZ1690  VERT ORDER  -  SECOND    CLASS 0
 HZ1690
 HZ1690.The horizontal coordinates were scaled from a topographic map and have
 HZ1690.an estimated accuracy of +/- 6 seconds.
 HZ1690
 HZ1690.The orthometric height was determined by differential leveling
 HZ1690.and adjusted by the National Geodetic Survey in June 1991..
 HZ1690
 HZ1690.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ1690.See file dsdata.txt to determine how the superseded data were derived.
 HZ1690
 HZ1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ978092(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HZ1690
 HZ1690  HISTORY     - Date     Condition        Report By
 HZ1690  HISTORY     - 1934     MONUMENTED       CGS
 HZ1690  HISTORY     - 20030915 GOOD             INDIV
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0044 ***********************************************************************
 KA0044  DESIGNATION -  Q 61
 KA0044  PID         -  KA0044
 KA0044  STATE/COUNTY-  IN/MORGAN
 KA0044  USGS QUAD   -  PLAINFIELD (1980)
 KA0044
 KA0044                         *CURRENT SURVEY CONTROL
 KA0044  ___________________________________________________________________
 KA0044* NAD 83(1986)-  39 37 31.     (N)    086 23 04.     (W)     SCALED    
 KA0044* NAVD 88     -       207.370  (meters)     680.35   (feet)  ADJUSTED  
 KA0044  ___________________________________________________________________
 KA0044  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KA0044  DYNAMIC HT  -         207.258 (meters)     679.98  (feet)  COMP
 KA0044  MODELED GRAV-     980,083.7   (mgal)                       NAVD 88
 KA0044
 KA0044  VERT ORDER  -  SECOND    CLASS 0
 KA0044
 KA0044.The horizontal coordinates were scaled from a topographic map and have
 KA0044.an estimated accuracy of +/- 6 seconds.
 KA0044
 KA0044.The orthometric height was determined by differential leveling
 KA0044.and adjusted by the National Geodetic Survey in June 1991..
 KA0044
 KA0044.The geoid height was determined by GEOID03.
 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     -   486,150.      960,000.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0044.See file dsdata.txt to determine how the superseded data were derived.
 KA0044
 KA0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ528863(NAD 83)
 KA0044_MARKER: DB = BENCH MARK DISK
 KA0044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0044_SP_SET: BRIDGE
 KA0044_STAMPING: Q 61 1946
 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 = OCTOBER  6, 2006
 KA0629 ***********************************************************************
 KA0629  DESIGNATION -  Q 62
 KA0629  PID         -  KA0629
 KA0629  STATE/COUNTY-  IN/HENDRICKS
 KA0629  USGS QUAD   -  COATESVILLE (1983)
 KA0629
 KA0629                         *CURRENT SURVEY CONTROL
 KA0629  ___________________________________________________________________
 KA0629* NAD 83(1986)-  39 38 21.     (N)    086 37 47.     (W)     SCALED    
 KA0629* NAVD 88     -       242.236  (meters)     794.74   (feet)  ADJUSTED  
 KA0629  ___________________________________________________________________
 KA0629  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KA0629  DYNAMIC HT  -         242.100 (meters)     794.29  (feet)  COMP
 KA0629  MODELED GRAV-     980,061.4   (mgal)                       NAVD 88
 KA0629
 KA0629  VERT ORDER  -  FIRST     CLASS II
 KA0629
 KA0629.The horizontal coordinates were scaled from a topographic map and have
 KA0629.an estimated accuracy of +/- 6 seconds.
 KA0629
 KA0629.The orthometric height was determined by differential leveling
 KA0629.and adjusted by the National Geodetic Survey in June 1991..
 KA0629
 KA0629.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 KA0629;SPC IN W     -   487,550.      938,940.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0629.See file dsdata.txt to determine how the superseded data were derived.
 KA0629
 KA0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ317877(NAD 83)
 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
 KA0629  HISTORY     - Date     Condition        Report By
 KA0629  HISTORY     - 1946     MONUMENTED       CGS
 KA0629  HISTORY     - 1985     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0695 ***********************************************************************
 KA0695  DESIGNATION -  Q 63
 KA0695  PID         -  KA0695
 KA0695  STATE/COUNTY-  IN/MORGAN
 KA0695  USGS QUAD   -  HALL (1970)
 KA0695
 KA0695                         *CURRENT SURVEY CONTROL
 KA0695  ___________________________________________________________________
 KA0695* NAD 83(1986)-  39 33 53.     (N)    086 36 47.     (W)     SCALED    
 KA0695* NAVD 88     -       230.239  (meters)     755.38   (feet)  ADJUSTED  
 KA0695  ___________________________________________________________________
 KA0695  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KA0695  DYNAMIC HT  -         230.109 (meters)     754.95  (feet)  COMP
 KA0695  MODELED GRAV-     980,058.2   (mgal)                       NAVD 88
 KA0695
 KA0695  VERT ORDER  -  SECOND    CLASS 0
 KA0695
 KA0695.The horizontal coordinates were scaled from a topographic map and have
 KA0695.an estimated accuracy of +/- 6 seconds.
 KA0695
 KA0695.The orthometric height was determined by differential leveling
 KA0695.and adjusted by the National Geodetic Survey in June 1991..
 KA0695
 KA0695.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0695.See file dsdata.txt to determine how the superseded data were derived.
 KA0695
 KA0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ332795(NAD 83)
 KA0695_MARKER: DB = BENCH MARK DISK
 KA0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0695_STAMPING: Q 63 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0131 ***********************************************************************
 KA0131  DESIGNATION -  Q 64
 KA0131  PID         -  KA0131
 KA0131  STATE/COUNTY-  IN/MARION
 KA0131  USGS QUAD   -  MAYWOOD (1986)
 KA0131
 KA0131                         *CURRENT SURVEY CONTROL
 KA0131  ___________________________________________________________________
 KA0131* NAD 83(1986)-  39 44 11.     (N)    086 11 48.     (W)     SCALED    
 KA0131* NAVD 88     -       211.527  (meters)     693.98   (feet)  ADJUSTED  
 KA0131  ___________________________________________________________________
 KA0131  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 KA0131  DYNAMIC HT  -         211.411 (meters)     693.60  (feet)  COMP
 KA0131  MODELED GRAV-     980,075.3   (mgal)                       NAVD 88
 KA0131
 KA0131  VERT ORDER  -  SECOND    CLASS 0
 KA0131
 KA0131.The horizontal coordinates were scaled from a topographic map and have
 KA0131.an estimated accuracy of +/- 6 seconds.
 KA0131
 KA0131.The orthometric height was determined by differential leveling
 KA0131.and adjusted by the National Geodetic Survey in June 1991..
 KA0131
 KA0131.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0131.See file dsdata.txt to determine how the superseded data were derived.
 KA0131
 KA0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ688988(NAD 83)
 KA0131_MARKER: DB = BENCH MARK DISK
 KA0131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0131_SP_SET: BRIDGE
 KA0131_STAMPING: Q 64 1946
 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' 
 KA0131' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0547 ***********************************************************************
 KA0547  DESIGNATION -  Q 65
 KA0547  PID         -  KA0547
 KA0547  STATE/COUNTY-  IN/MORGAN
 KA0547  USGS QUAD   -  PARAGON (1987)
 KA0547
 KA0547                         *CURRENT SURVEY CONTROL
 KA0547  ___________________________________________________________________
 KA0547* NAD 83(1986)-  39 27 46.     (N)    086 32 54.     (W)     SCALED    
 KA0547* NAVD 88     -       254.828  (meters)     836.05   (feet)  ADJUSTED  
 KA0547  ___________________________________________________________________
 KA0547  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KA0547  DYNAMIC HT  -         254.682 (meters)     835.57  (feet)  COMP
 KA0547  MODELED GRAV-     980,049.2   (mgal)                       NAVD 88
 KA0547
 KA0547  VERT ORDER  -  SECOND    CLASS 0
 KA0547
 KA0547.The horizontal coordinates were scaled from a topographic map and have
 KA0547.an estimated accuracy of +/- 6 seconds.
 KA0547
 KA0547.The orthometric height was determined by differential leveling
 KA0547.and adjusted by the National Geodetic Survey in June 1991..
 KA0547
 KA0547.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0547.See file dsdata.txt to determine how the superseded data were derived.
 KA0547
 KA0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ388682(NAD 83)
 KA0547_MARKER: DB = BENCH MARK DISK
 KA0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0547_STAMPING: Q 65 1946
 KA0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0547+STABILITY: SURFACE MOTION
 KA0547
 KA0547  HISTORY     - Date     Condition        Report By
 KA0547  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1075 ***********************************************************************
 KA1075  DESIGNATION -  Q 66
 KA1075  PID         -  KA1075
 KA1075  STATE/COUNTY-  IN/VIGO
 KA1075  USGS QUAD   -  SEELYVILLE (1986)
 KA1075
 KA1075                         *CURRENT SURVEY CONTROL
 KA1075  ___________________________________________________________________
 KA1075* NAD 83(1986)-  39 28 28.     (N)    087 21 27.     (W)     SCALED    
 KA1075* NAVD 88     -       156.388  (meters)     513.08   (feet)  ADJUSTED  
 KA1075  ___________________________________________________________________
 KA1075  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KA1075  DYNAMIC HT  -         156.300 (meters)     512.79  (feet)  COMP
 KA1075  MODELED GRAV-     980,055.4   (mgal)                       NAVD 88
 KA1075
 KA1075  VERT ORDER  -  FIRST     CLASS II
 KA1075
 KA1075.The horizontal coordinates were scaled from a topographic map and have
 KA1075.an estimated accuracy of +/- 6 seconds.
 KA1075
 KA1075.The orthometric height was determined by differential leveling
 KA1075.and adjusted by the National Geodetic Survey in June 1991..
 KA1075.WARNING-Repeat measurements at this control monument indicate possible
 KA1075.vertical movement.
 KA1075
 KA1075.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1075.See file dsdata.txt to determine how the superseded data were derived.
 KA1075
 KA1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ692694(NAD 83)
 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
 KA1075  HISTORY     - Date     Condition        Report By
 KA1075  HISTORY     - 1946     MONUMENTED       CGS
 KA1075  HISTORY     - 1985     GOOD             NGS
 KA1075  HISTORY     - 19900428 POOR             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0510 ***********************************************************************
 KA0510  DESIGNATION -  Q 67
 KA0510  PID         -  KA0510
 KA0510  STATE/COUNTY-  IN/OWEN
 KA0510  USGS QUAD   -  PATRICKSBURG (1956)
 KA0510
 KA0510                         *CURRENT SURVEY CONTROL
 KA0510  ___________________________________________________________________
 KA0510* NAD 83(1986)-  39 18 45.     (N)    086 58 04.     (W)     SCALED    
 KA0510* NAVD 88     -       207.584  (meters)     681.05   (feet)  ADJUSTED  
 KA0510  ___________________________________________________________________
 KA0510  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KA0510  DYNAMIC HT  -         207.462 (meters)     680.65  (feet)  COMP
 KA0510  MODELED GRAV-     980,036.4   (mgal)                       NAVD 88
 KA0510
 KA0510  VERT ORDER  -  SECOND    CLASS 0
 KA0510
 KA0510.The horizontal coordinates were scaled from a topographic map and have
 KA0510.an estimated accuracy of +/- 6 seconds.
 KA0510
 KA0510.The orthometric height was determined by differential leveling
 KA0510.and adjusted by the National Geodetic Survey in June 1991..
 KA0510
 KA0510.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0510.See file dsdata.txt to determine how the superseded data were derived.
 KA0510
 KA0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ027514(NAD 83)
 KA0510_MARKER: DB = BENCH MARK DISK
 KA0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0510_STAMPING: Q 67 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1141 ***********************************************************************
 KA1141  DESIGNATION -  Q 68
 KA1141  PID         -  KA1141
 KA1141  STATE/COUNTY-  IN/CLAY
 KA1141  USGS QUAD   -  CENTER POINT (1986)
 KA1141
 KA1141                         *CURRENT SURVEY CONTROL
 KA1141  ___________________________________________________________________
 KA1141* NAD 83(1986)-  39 24 18.     (N)    087 06 42.     (W)     SCALED    
 KA1141* NAVD 88     -       174.228  (meters)     571.61   (feet)  ADJUSTED  
 KA1141  ___________________________________________________________________
 KA1141  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KA1141  DYNAMIC HT  -         174.128 (meters)     571.28  (feet)  COMP
 KA1141  MODELED GRAV-     980,049.4   (mgal)                       NAVD 88
 KA1141
 KA1141  VERT ORDER  -  SECOND    CLASS 0
 KA1141
 KA1141.The horizontal coordinates were scaled from a topographic map and have
 KA1141.an estimated accuracy of +/- 6 seconds.
 KA1141
 KA1141.The orthometric height was determined by differential leveling
 KA1141.and adjusted by the National Geodetic Survey in June 1991..
 KA1141
 KA1141.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1141.See file dsdata.txt to determine how the superseded data were derived.
 KA1141
 KA1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ903617(NAD 83)
 KA1141_MARKER: DB = BENCH MARK DISK
 KA1141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1141_SP_SET: BRIDGE
 KA1141_STAMPING: Q 68 1946
 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 = OCTOBER  6, 2006
 KA0499 ***********************************************************************
 KA0499  DESIGNATION -  Q 69
 KA0499  PID         -  KA0499
 KA0499  STATE/COUNTY-  IN/OWEN
 KA0499  USGS QUAD   -  POLAND (1980)
 KA0499
 KA0499                         *CURRENT SURVEY CONTROL
 KA0499  ___________________________________________________________________
 KA0499* NAD 83(1986)-  39 26 17.     (N)    086 54 24.     (W)     SCALED    
 KA0499* NAVD 88     -       197.788  (meters)     648.91   (feet)  ADJUSTED  
 KA0499  ___________________________________________________________________
 KA0499  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KA0499  DYNAMIC HT  -         197.674 (meters)     648.54  (feet)  COMP
 KA0499  MODELED GRAV-     980,046.4   (mgal)                       NAVD 88
 KA0499
 KA0499  VERT ORDER  -  SECOND    CLASS 0
 KA0499
 KA0499.The horizontal coordinates were scaled from a topographic map and have
 KA0499.an estimated accuracy of +/- 6 seconds.
 KA0499
 KA0499.The orthometric height was determined by differential leveling
 KA0499.and adjusted by the National Geodetic Survey in June 1991..
 KA0499
 KA0499.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0499.See file dsdata.txt to determine how the superseded data were derived.
 KA0499
 KA0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ080653(NAD 83)
 KA0499_MARKER: DB = BENCH MARK DISK
 KA0499_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0499_SP_SET: BRIDGE
 KA0499_STAMPING: Q 69 1946
 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 = OCTOBER  6, 2006
 KA0493 ***********************************************************************
 KA0493  DESIGNATION -  Q 70
 KA0493  PID         -  KA0493
 KA0493  STATE/COUNTY-  IN/PUTNAM
 KA0493  USGS QUAD   -  POLAND (1980)
 KA0493
 KA0493                         *CURRENT SURVEY CONTROL
 KA0493  ___________________________________________________________________
 KA0493* NAD 83(1986)-  39 29 17.     (N)    086 57 49.     (W)     SCALED    
 KA0493* NAVD 88     -       179.810  (meters)     589.93   (feet)  ADJUSTED  
 KA0493  ___________________________________________________________________
 KA0493  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KA0493  DYNAMIC HT  -         179.707 (meters)     589.59  (feet)  COMP
 KA0493  MODELED GRAV-     980,050.1   (mgal)                       NAVD 88
 KA0493
 KA0493  VERT ORDER  -  SECOND    CLASS 0
 KA0493
 KA0493.The horizontal coordinates were scaled from a topographic map and have
 KA0493.an estimated accuracy of +/- 6 seconds.
 KA0493
 KA0493.The orthometric height was determined by differential leveling
 KA0493.and adjusted by the National Geodetic Survey in June 1991..
 KA0493
 KA0493.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0493.See file dsdata.txt to determine how the superseded data were derived.
 KA0493
 KA0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ031709(NAD 83)
 KA0493_MARKER: DB = BENCH MARK DISK
 KA0493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0493_SP_SET: BRIDGE
 KA0493_STAMPING: Q 70 1946
 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 = OCTOBER  6, 2006
 KA0570 ***********************************************************************
 KA0570  DESIGNATION -  Q 72
 KA0570  PID         -  KA0570
 KA0570  STATE/COUNTY-  IN/PUTNAM
 KA0570  USGS QUAD   -  NORTH SALEM (1977)
 KA0570
 KA0570                         *CURRENT SURVEY CONTROL
 KA0570  ___________________________________________________________________
 KA0570* NAD 83(1986)-  39 45 41.     (N)    086 43 45.     (W)     SCALED    
 KA0570* NAVD 88     -       257.701  (meters)     845.47   (feet)  ADJUSTED  
 KA0570  ___________________________________________________________________
 KA0570  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KA0570  DYNAMIC HT  -         257.558 (meters)     845.00  (feet)  COMP
 KA0570  MODELED GRAV-     980,065.4   (mgal)                       NAVD 88
 KA0570
 KA0570  VERT ORDER  -  SECOND    CLASS 0
 KA0570
 KA0570.The horizontal coordinates were scaled from a topographic map and have
 KA0570.an estimated accuracy of +/- 6 seconds.
 KA0570
 KA0570.The orthometric height was determined by differential leveling
 KA0570.and adjusted by the National Geodetic Survey in June 1991..
 KA0570
 KA0570.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0570.See file dsdata.txt to determine how the superseded data were derived.
 KA0570
 KA0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK231013(NAD 83)
 KA0570_MARKER: DB = BENCH MARK DISK
 KA0570_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0570_SP_SET: BRIDGE
 KA0570_STAMPING: Q 72 1946
 KA0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0570
 KA0570  HISTORY     - Date     Condition        Report By
 KA0570  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0803 ***********************************************************************
 KA0803  DESIGNATION -  Q 73
 KA0803  PID         -  KA0803
 KA0803  STATE/COUNTY-  IN/PUTNAM
 KA0803  USGS QUAD   -  GREENCASTLE (1986)
 KA0803
 KA0803                         *CURRENT SURVEY CONTROL
 KA0803  ___________________________________________________________________
 KA0803* NAD 83(1986)-  39 42 22.     (N)    086 52 13.     (W)     SCALED    
 KA0803* NAVD 88     -       247.214  (meters)     811.07   (feet)  ADJUSTED  
 KA0803  ___________________________________________________________________
 KA0803  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KA0803  DYNAMIC HT  -         247.075 (meters)     810.61  (feet)  COMP
 KA0803  MODELED GRAV-     980,055.5   (mgal)                       NAVD 88
 KA0803
 KA0803  VERT ORDER  -  SECOND    CLASS 0
 KA0803
 KA0803.The horizontal coordinates were scaled from a topographic map and have
 KA0803.an estimated accuracy of +/- 6 seconds.
 KA0803
 KA0803.The orthometric height was determined by differential leveling
 KA0803.and adjusted by the National Geodetic Survey in June 1991..
 KA0803
 KA0803.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0803.See file dsdata.txt to determine how the superseded data were derived.
 KA0803
 KA0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ111951(NAD 83)
 KA0803_MARKER: DB = BENCH MARK DISK
 KA0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0803_STAMPING: Q 73 1946
 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 = OCTOBER  6, 2006
 KA0766 ***********************************************************************
 KA0766  DESIGNATION -  Q 74
 KA0766  PID         -  KA0766
 KA0766  STATE/COUNTY-  IN/MONTGOMERY
 KA0766  USGS QUAD   -  LADOGA (1984)
 KA0766
 KA0766                         *CURRENT SURVEY CONTROL
 KA0766  ___________________________________________________________________
 KA0766* NAD 83(1986)-  39 54 45.     (N)    086 48 58.     (W)     SCALED    
 KA0766* NAVD 88     -       242.949  (meters)     797.08   (feet)  ADJUSTED  
 KA0766  ___________________________________________________________________
 KA0766  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KA0766  DYNAMIC HT  -         242.816 (meters)     796.64  (feet)  COMP
 KA0766  MODELED GRAV-     980,073.5   (mgal)                       NAVD 88
 KA0766
 KA0766  VERT ORDER  -  SECOND    CLASS 0
 KA0766
 KA0766.The horizontal coordinates were scaled from a topographic map and have
 KA0766.an estimated accuracy of +/- 6 seconds.
 KA0766
 KA0766.The orthometric height was determined by differential leveling
 KA0766.and adjusted by the National Geodetic Survey in June 1991..
 KA0766
 KA0766.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0766.See file dsdata.txt to determine how the superseded data were derived.
 KA0766
 KA0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK157180(NAD 83)
 KA0766_MARKER: DB = BENCH MARK DISK
 KA0766_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0766_SP_SET: CULVERT
 KA0766_STAMPING: Q 74 1946
 KA0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0586 ***********************************************************************
 KA0586  DESIGNATION -  Q 75
 KA0586  PID         -  KA0586
 KA0586  STATE/COUNTY-  IN/PUTNAM
 KA0586  USGS QUAD   -  NORTH SALEM (1977)
 KA0586
 KA0586                         *CURRENT SURVEY CONTROL
 KA0586  ___________________________________________________________________
 KA0586* NAD 83(1986)-  39 51 21.     (N)    086 41 58.     (W)     SCALED    
 KA0586* NAVD 88     -       273.243  (meters)     896.46   (feet)  ADJUSTED  
 KA0586  ___________________________________________________________________
 KA0586  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KA0586  DYNAMIC HT  -         273.095 (meters)     895.98  (feet)  COMP
 KA0586  MODELED GRAV-     980,076.9   (mgal)                       NAVD 88
 KA0586
 KA0586  VERT ORDER  -  SECOND    CLASS 0
 KA0586
 KA0586.The horizontal coordinates were scaled from a topographic map and have
 KA0586.an estimated accuracy of +/- 6 seconds.
 KA0586
 KA0586.The orthometric height was determined by differential leveling
 KA0586.and adjusted by the National Geodetic Survey in June 1991..
 KA0586
 KA0586.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0586.See file dsdata.txt to determine how the superseded data were derived.
 KA0586
 KA0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK257118(NAD 83)
 KA0586_MARKER: DB = BENCH MARK DISK
 KA0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0586_STAMPING: Q 75 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0031 ***********************************************************************
 KA0031  DESIGNATION -  Q 76
 KA0031  PID         -  KA0031
 KA0031  STATE/COUNTY-  IN/MORGAN
 KA0031  USGS QUAD   -  MOORESVILLE WEST (1983)
 KA0031
 KA0031                         *CURRENT SURVEY CONTROL
 KA0031  ___________________________________________________________________
 KA0031* NAD 83(1986)-  39 31 45.     (N)    086 27 41.     (W)     SCALED    
 KA0031* NAVD 88     -       256.706  (meters)     842.21   (feet)  ADJUSTED  
 KA0031  ___________________________________________________________________
 KA0031  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KA0031  DYNAMIC HT  -         256.564 (meters)     841.74  (feet)  COMP
 KA0031  MODELED GRAV-     980,066.1   (mgal)                       NAVD 88
 KA0031
 KA0031  VERT ORDER  -  SECOND    CLASS 0
 KA0031
 KA0031.The horizontal coordinates were scaled from a topographic map and have
 KA0031.an estimated accuracy of +/- 6 seconds.
 KA0031
 KA0031.The orthometric height was determined by differential leveling
 KA0031.and adjusted by the National Geodetic Survey in June 1991..
 KA0031
 KA0031.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0031.See file dsdata.txt to determine how the superseded data were derived.
 KA0031
 KA0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ462756(NAD 83)
 KA0031_MARKER: DB = BENCH MARK DISK
 KA0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0031_STAMPING: Q 76 1946
 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 = OCTOBER  6, 2006
 KA0226 ***********************************************************************
 KA0226  DESIGNATION -  Q 77
 KA0226  PID         -  KA0226
 KA0226  STATE/COUNTY-  IN/HENDRICKS
 KA0226  USGS QUAD   -  FAYETTE (1963)
 KA0226
 KA0226                         *CURRENT SURVEY CONTROL
 KA0226  ___________________________________________________________________
 KA0226* NAD 83(1986)-  39 53 20.     (N)    086 23 32.     (W)     SCALED    
 KA0226* NAVD 88     -       272.825  (meters)     895.09   (feet)  ADJUSTED  
 KA0226  ___________________________________________________________________
 KA0226  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KA0226  DYNAMIC HT  -         272.675 (meters)     894.60  (feet)  COMP
 KA0226  MODELED GRAV-     980,069.3   (mgal)                       NAVD 88
 KA0226
 KA0226  VERT ORDER  -  SECOND    CLASS 0
 KA0226
 KA0226.The horizontal coordinates were scaled from a topographic map and have
 KA0226.an estimated accuracy of +/- 6 seconds.
 KA0226
 KA0226.The orthometric height was determined by differential leveling
 KA0226.and adjusted by the National Geodetic Survey in June 1991..
 KA0226
 KA0226.The geoid height was determined by GEOID03.
 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     -   515,410.      959,110.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0226.See file dsdata.txt to determine how the superseded data were derived.
 KA0226
 KA0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK519156(NAD 83)
 KA0226_MARKER: DB = BENCH MARK DISK
 KA0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0226_STAMPING: Q 77 1946
 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 = OCTOBER  6, 2006
 KA0085 ***********************************************************************
 KA0085  DESIGNATION -  Q 78
 KA0085  PID         -  KA0085
 KA0085  STATE/COUNTY-  IN/BOONE
 KA0085  USGS QUAD   -  ZIONSVILLE (1988)
 KA0085
 KA0085                         *CURRENT SURVEY CONTROL
 KA0085  ___________________________________________________________________
 KA0085* NAD 83(1986)-  39 58 11.     (N)    086 15 03.     (W)     SCALED    
 KA0085* NAVD 88     -       258.702  (meters)     848.76   (feet)  ADJUSTED  
 KA0085  ___________________________________________________________________
 KA0085  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KA0085  DYNAMIC HT  -         258.558 (meters)     848.29  (feet)  COMP
 KA0085  MODELED GRAV-     980,065.9   (mgal)                       NAVD 88
 KA0085
 KA0085  VERT ORDER  -  SECOND    CLASS 0
 KA0085
 KA0085.The horizontal coordinates were scaled from a topographic map and have
 KA0085.an estimated accuracy of +/- 6 seconds.
 KA0085
 KA0085.The orthometric height was determined by differential leveling
 KA0085.and adjusted by the National Geodetic Survey in June 1991..
 KA0085
 KA0085.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0085.See file dsdata.txt to determine how the superseded data were derived.
 KA0085
 KA0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK639246(NAD 83)
 KA0085_MARKER: DB = BENCH MARK DISK
 KA0085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0085_SP_SET: CULVERT
 KA0085_STAMPING: Q 78 1946
 KA0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0222 ***********************************************************************
 KA0222  DESIGNATION -  Q 79
 KA0222  PID         -  KA0222
 KA0222  STATE/COUNTY-  IN/HAMILTON
 KA0222  USGS QUAD   -  CARMEL (1988)
 KA0222
 KA0222                         *CURRENT SURVEY CONTROL
 KA0222  ___________________________________________________________________
 KA0222* NAD 83(1986)-  39 55 36.     (N)    086 11 32.     (W)     SCALED    
 KA0222* NAVD 88     -       258.481  (meters)     848.03   (feet)  ADJUSTED  
 KA0222  ___________________________________________________________________
 KA0222  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KA0222  DYNAMIC HT  -         258.338 (meters)     847.56  (feet)  COMP
 KA0222  MODELED GRAV-     980,068.2   (mgal)                       NAVD 88
 KA0222
 KA0222  VERT ORDER  -  SECOND    CLASS 0
 KA0222
 KA0222.The horizontal coordinates were scaled from a topographic map and have
 KA0222.an estimated accuracy of +/- 6 seconds.
 KA0222
 KA0222.The orthometric height was determined by differential leveling
 KA0222.and adjusted by the National Geodetic Survey in June 1991..
 KA0222
 KA0222.The geoid height was determined by GEOID03.
 KA0222
 KA0222.The dynamic height is computed by dividing the NAVD 88
 KA0222.geopotential number by the normal gravity value computed on the
 KA0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA0222.degrees latitude (g = 980.6199 gals.).
 KA0222
 KA0222.The modeled gravity was interpolated from observed gravity values.
 KA0222
 KA0222;                    North         East    Units  Estimated Accuracy
 KA0222;SPC IN E     -   519,510.       55,070.      MT  (+/- 180 meters Scaled)
 KA0222
 KA0222                          SUPERSEDED SURVEY CONTROL
 KA0222
 KA0222  NGVD 29 (??/??/92)  258.605  (m)          848.44   (f) ADJ UNCH    2 0
 KA0222
 KA0222.Superseded values are not recommended for survey control.
 KA0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0222.See file dsdata.txt to determine how the superseded data were derived.
 KA0222
 KA0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK690199(NAD 83)
 KA0222_MARKER: DB = BENCH MARK DISK
 KA0222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0222_SP_SET: CULVERT
 KA0222_STAMPING: Q 79 1946
 KA0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA0222
 KA0222  HISTORY     - Date     Condition        Report By
 KA0222  HISTORY     - 1946     MONUMENTED       CGS
 KA0222
 KA0222                          STATION DESCRIPTION
 KA0222
 KA0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KA0222'6.4 MI SW FROM CARMEL.
 KA0222'ABOUT 3.5 MILE SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
 KA0222'LOUISVILLE RAILWAY FROM THE STATION AT CARMEL, THENCE 2.95
 KA0222'MILES WEST ALONG THE HAMILTON-MARION COUNTY ROAD, IN THE CENTER
 KA0222'OF THE TOP OF THE NORTH HEADWALL OF A 3-FOOT CONCRETE BOX
 KA0222'CULVERT, 11 FEET NORTH OF THE CENTER LINE OF THE ROAD AND ABOUT
 KA0222'0.5 FOOT ABOVE ROAD LEVEL.  A STANDARD DISK, STAMPED Q 79 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0724 ***********************************************************************
 KA0724  DESIGNATION -  Q 80
 KA0724  PID         -  KA0724
 KA0724  STATE/COUNTY-  IN/BOONE
 KA0724  USGS QUAD   -  LIZTON (1970)
 KA0724
 KA0724                         *CURRENT SURVEY CONTROL
 KA0724  ___________________________________________________________________
 KA0724* NAD 83(1986)-  39 57 46.     (N)    086 30 37.     (W)     SCALED    
 KA0724* NAVD 88     -       293.256  (meters)     962.12   (feet)  ADJUSTED  
 KA0724  ___________________________________________________________________
 KA0724  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KA0724  DYNAMIC HT  -         293.095 (meters)     961.60  (feet)  COMP
 KA0724  MODELED GRAV-     980,069.3   (mgal)                       NAVD 88
 KA0724
 KA0724  VERT ORDER  -  SECOND    CLASS 0
 KA0724
 KA0724.The horizontal coordinates were scaled from a topographic map and have
 KA0724.an estimated accuracy of +/- 6 seconds.
 KA0724
 KA0724.The orthometric height was determined by differential leveling
 KA0724.and adjusted by the National Geodetic Survey in June 1991..
 KA0724
 KA0724.The geoid height was determined by GEOID03.
 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     -   523,540.      948,960.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0724.See file dsdata.txt to determine how the superseded data were derived.
 KA0724
 KA0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK418237(NAD 83)
 KA0724_MARKER: DB = BENCH MARK DISK
 KA0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0724_STAMPING: Q 80 1946
 KA0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0724+STABILITY: SURFACE MOTION
 KA0724
 KA0724  HISTORY     - Date     Condition        Report By
 KA0724  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1230 ***********************************************************************
 KA1230  DESIGNATION -  Q 81
 KA1230  PID         -  KA1230
 KA1230  STATE/COUNTY-  IN/VIGO
 KA1230  USGS QUAD   -  SEELYVILLE (1986)
 KA1230
 KA1230                         *CURRENT SURVEY CONTROL
 KA1230  ___________________________________________________________________
 KA1230* NAD 83(1986)-  39 24 01.     (N)    087 20 00.     (W)     SCALED    
 KA1230* NAVD 88     -       158.161  (meters)     518.90   (feet)  ADJUSTED  
 KA1230  ___________________________________________________________________
 KA1230  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KA1230  DYNAMIC HT  -         158.070 (meters)     518.60  (feet)  COMP
 KA1230  MODELED GRAV-     980,050.8   (mgal)                       NAVD 88
 KA1230
 KA1230  VERT ORDER  -  FIRST     CLASS II
 KA1230
 KA1230.The horizontal coordinates were scaled from a topographic map and have
 KA1230.an estimated accuracy of +/- 6 seconds.
 KA1230
 KA1230.The orthometric height was determined by differential leveling
 KA1230.and adjusted by the National Geodetic Survey in June 1991..
 KA1230
 KA1230.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1230.See file dsdata.txt to determine how the superseded data were derived.
 KA1230
 KA1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ712612(NAD 83)
 KA1230_MARKER: DB = BENCH MARK DISK
 KA1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1230_SP_SET: 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 = OCTOBER  6, 2006
 KA1200 ***********************************************************************
 KA1200  DESIGNATION -  Q 82
 KA1200  PID         -  KA1200
 KA1200  STATE/COUNTY-  IN/OWEN
 KA1200  USGS QUAD   -  COAL CITY (1986)
 KA1200
 KA1200                         *CURRENT SURVEY CONTROL
 KA1200  ___________________________________________________________________
 KA1200* NAD 83(1986)-  39 14 02.     (N)    087 02 59.     (W)     SCALED    
 KA1200* NAVD 88     -       200.486  (meters)     657.76   (feet)  ADJUSTED  
 KA1200  ___________________________________________________________________
 KA1200  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KA1200  DYNAMIC HT  -         200.369 (meters)     657.38  (feet)  COMP
 KA1200  MODELED GRAV-     980,038.3   (mgal)                       NAVD 88
 KA1200
 KA1200  VERT ORDER  -  FIRST     CLASS II
 KA1200
 KA1200.The horizontal coordinates were scaled from a topographic map and have
 KA1200.an estimated accuracy of +/- 6 seconds.
 KA1200
 KA1200.The orthometric height was determined by differential leveling
 KA1200.and adjusted by the National Geodetic Survey in June 1991..
 KA1200
 KA1200.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 KA1200
 KA1200  NGVD 29 (??/??/92)  200.603  (m)          658.14   (f) ADJ UNCH    1 2
 KA1200
 KA1200.Superseded values are not recommended for survey control.
 KA1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1200.See file dsdata.txt to determine how the superseded data were derived.
 KA1200
 KA1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ957427(NAD 83)
 KA1200_MARKER: DB = BENCH MARK DISK
 KA1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1200_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 KA0473 ***********************************************************************
 KA0473  DESIGNATION -  Q 83
 KA0473  PID         -  KA0473
 KA0473  STATE/COUNTY-  IN/OWEN
 KA0473  USGS QUAD   -  SPENCER (1983)
 KA0473
 KA0473                         *CURRENT SURVEY CONTROL
 KA0473  ___________________________________________________________________
 KA0473* NAD 83(1986)-  39 17 45.     (N)    086 45 50.     (W)     SCALED    
 KA0473* NAVD 88     -       210.751  (meters)     691.44   (feet)  ADJUSTED  
 KA0473  ___________________________________________________________________
 KA0473  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KA0473  DYNAMIC HT  -         210.627 (meters)     691.03  (feet)  COMP
 KA0473  MODELED GRAV-     980,032.7   (mgal)                       NAVD 88
 KA0473
 KA0473  VERT ORDER  -  SECOND    CLASS 0
 KA0473
 KA0473.The horizontal coordinates were scaled from a topographic map and have
 KA0473.an estimated accuracy of +/- 6 seconds.
 KA0473
 KA0473.The orthometric height was determined by differential leveling
 KA0473.and adjusted by the National Geodetic Survey in June 1991..
 KA0473
 KA0473.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0473.See file dsdata.txt to determine how the superseded data were derived.
 KA0473
 KA0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ203496(NAD 83)
 KA0473_MARKER: DB = BENCH MARK DISK
 KA0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0473_STAMPING: Q 83 1946
 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 = OCTOBER  6, 2006
 KA1195 ***********************************************************************
 KA1195  DESIGNATION -  Q 84
 KA1195  PID         -  KA1195
 KA1195  STATE/COUNTY-  IN/OWEN
 KA1195  USGS QUAD   -  COAL CITY (1986)
 KA1195
 KA1195                         *CURRENT SURVEY CONTROL
 KA1195  ___________________________________________________________________
 KA1195* NAD 83(1986)-  39 11 23.     (N)    087 01 20.     (W)     SCALED    
 KA1195* NAVD 88     -       163.155  (meters)     535.28   (feet)  POSTED    
 KA1195  ___________________________________________________________________
 KA1195  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KA1195  DYNAMIC HT  -         163.060 (meters)     534.97  (feet)  COMP
 KA1195  MODELED GRAV-     980,036.6   (mgal)                       NAVD 88
 KA1195
 KA1195  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KA1195
 KA1195.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KA1195.rate of 0.0 thru 1.0 mm/km.
 KA1195
 KA1195.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1195.See file dsdata.txt to determine how the superseded data were derived.
 KA1195
 KA1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ980378(NAD 83)
 KA1195_MARKER: DB = BENCH MARK DISK
 KA1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1195_STAMPING: Q 84 1946
 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 = OCTOBER  6, 2006
 KA1033 ***********************************************************************
 KA1033  DESIGNATION -  Q 85
 KA1033  PID         -  KA1033
 KA1033  STATE/COUNTY-  IN/PARKE
 KA1033  USGS QUAD   -  MECCA (1983)
 KA1033
 KA1033                         *CURRENT SURVEY CONTROL
 KA1033  ___________________________________________________________________
 KA1033* NAD 83(1986)-  39 43 09.     (N)    087 18 40.     (W)     SCALED    
 KA1033* NAVD 88     -       176.503  (meters)     579.08   (feet)  ADJUSTED  
 KA1033  ___________________________________________________________________
 KA1033  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KA1033  DYNAMIC HT  -         176.404 (meters)     578.75  (feet)  COMP
 KA1033  MODELED GRAV-     980,059.9   (mgal)                       NAVD 88
 KA1033
 KA1033  VERT ORDER  -  SECOND    CLASS 0
 KA1033
 KA1033.The horizontal coordinates were scaled from a topographic map and have
 KA1033.an estimated accuracy of +/- 6 seconds.
 KA1033
 KA1033.The orthometric height was determined by differential leveling
 KA1033.and adjusted by the National Geodetic Survey in June 1991..
 KA1033
 KA1033.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1033.See file dsdata.txt to determine how the superseded data were derived.
 KA1033
 KA1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ733966(NAD 83)
 KA1033_MARKER: DB = BENCH MARK DISK
 KA1033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1033_SP_SET: CULVERT
 KA1033_STAMPING: Q 85 1946
 KA1033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 KA0238 ***********************************************************************
 KA0238  DESIGNATION -  Q 86 RESET 1959
 KA0238  PID         -  KA0238
 KA0238  STATE/COUNTY-  IN/HENDRICKS
 KA0238  USGS QUAD   -  BROWNSBURG (1980)
 KA0238
 KA0238                         *CURRENT SURVEY CONTROL
 KA0238  ___________________________________________________________________
 KA0238* NAD 83(1986)-  39 47 58.     (N)    086 24 02.     (W)     SCALED    
 KA0238* NAVD 88     -       262.32   (meters)     860.6    (feet)  RESET     
 KA0238  ___________________________________________________________________
 KA0238  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KA0238
 KA0238  VERT ORDER  -  THIRD
 KA0238
 KA0238.The horizontal coordinates were scaled from a topographic map and have
 KA0238.an estimated accuracy of +/- 6 seconds.
 KA0238
 KA0238.The orthometric height was computed from unverified reset data.
 KA0238
 KA0238.The geoid height was determined by GEOID03.
 KA0238
 KA0238;                    North         East    Units  Estimated Accuracy
 KA0238;SPC IN W     -   505,470.      958,470.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0238.See file dsdata.txt to determine how the superseded data were derived.
 KA0238
 KA0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK513056(NAD 83)
 KA0238_MARKER: DB = BENCH MARK DISK
 KA0238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA0238_SP_SET: CULVERT
 KA0238_STAMPING: Q 86 RESET 1959
 KA0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0805 ***********************************************************************
 LB0805  DESIGNATION -  Q 87
 LB0805  PID         -  LB0805
 LB0805  STATE/COUNTY-  IN/MONTGOMERY
 LB0805  USGS QUAD   -  DARLINGTON (1980)
 LB0805
 LB0805                         *CURRENT SURVEY CONTROL
 LB0805  ___________________________________________________________________
 LB0805* NAD 83(1986)-  40 06 35.     (N)    086 47 33.     (W)     SCALED    
 LB0805* NAVD 88     -       222.451  (meters)     729.82   (feet)  ADJUSTED  
 LB0805  ___________________________________________________________________
 LB0805  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 LB0805  DYNAMIC HT  -         222.331 (meters)     729.43  (feet)  COMP
 LB0805  MODELED GRAV-     980,085.6   (mgal)                       NAVD 88
 LB0805
 LB0805  VERT ORDER  -  SECOND    CLASS 0
 LB0805
 LB0805.The horizontal coordinates were scaled from a topographic map and have
 LB0805.an estimated accuracy of +/- 6 seconds.
 LB0805
 LB0805.The orthometric height was determined by differential leveling
 LB0805.and adjusted by the National Geodetic Survey in June 1991..
 LB0805
 LB0805.The geoid height was determined by GEOID03.
 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     -   539,740.      924,800.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0805.See file dsdata.txt to determine how the superseded data were derived.
 LB0805
 LB0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK176399(NAD 83)
 LB0805_MARKER: DB = BENCH MARK DISK
 LB0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0805_STAMPING: Q 87 1946
 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 = OCTOBER  6, 2006
 LB0800 ***********************************************************************
 LB0800  DESIGNATION -  Q 88
 LB0800  PID         -  LB0800
 LB0800  STATE/COUNTY-  IN/TIPPECANOE
 LB0800  USGS QUAD   -  ROMNEY (1980)
 LB0800
 LB0800                         *CURRENT SURVEY CONTROL
 LB0800  ___________________________________________________________________
 LB0800* NAD 83(1986)-  40 15 31.     (N)    086 54 54.     (W)     SCALED    
 LB0800* NAVD 88     -       224.963  (meters)     738.07   (feet)  ADJUSTED  
 LB0800  ___________________________________________________________________
 LB0800  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 LB0800  DYNAMIC HT  -         224.849 (meters)     737.69  (feet)  COMP
 LB0800  MODELED GRAV-     980,111.7   (mgal)                       NAVD 88
 LB0800
 LB0800  VERT ORDER  -  SECOND    CLASS 0
 LB0800
 LB0800.The horizontal coordinates were scaled from a topographic map and have
 LB0800.an estimated accuracy of +/- 6 seconds.
 LB0800
 LB0800.The orthometric height was determined by differential leveling
 LB0800.and adjusted by the National Geodetic Survey in June 1991..
 LB0800
 LB0800.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0800.See file dsdata.txt to determine how the superseded data were derived.
 LB0800
 LB0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK072564(NAD 83)
 LB0800_MARKER: DB = BENCH MARK DISK
 LB0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0800_STAMPING: Q 88 1946
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1966
 LB0800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0826 ***********************************************************************
 LB0826  DESIGNATION -  Q 89
 LB0826  PID         -  LB0826
 LB0826  STATE/COUNTY-  IN/TIPPECANOE
 LB0826  USGS QUAD   -  ROMNEY (1980)
 LB0826
 LB0826                         *CURRENT SURVEY CONTROL
 LB0826  ___________________________________________________________________
 LB0826* NAD 83(1986)-  40 16 49.     (N)    086 54 13.     (W)     SCALED    
 LB0826* NAVD 88     -       226.407  (meters)     742.80   (feet)  ADJUSTED  
 LB0826  ___________________________________________________________________
 LB0826  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 LB0826  DYNAMIC HT  -         226.292 (meters)     742.43  (feet)  COMP
 LB0826  MODELED GRAV-     980,114.8   (mgal)                       NAVD 88
 LB0826
 LB0826  VERT ORDER  -  SECOND    CLASS 0
 LB0826
 LB0826.The horizontal coordinates were scaled from a topographic map and have
 LB0826.an estimated accuracy of +/- 6 seconds.
 LB0826
 LB0826.The orthometric height was determined by differential leveling
 LB0826.and adjusted by the National Geodetic Survey in June 1991..
 LB0826
 LB0826.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0826.See file dsdata.txt to determine how the superseded data were derived.
 LB0826
 LB0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK081588(NAD 83)
 LB0826_MARKER: DB = BENCH MARK DISK
 LB0826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0826_SP_SET: CULVERT HEADWALL
 LB0826_STAMPING: Q 89 1946
 LB0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB0826
 LB0826  HISTORY     - Date     Condition        Report By
 LB0826  HISTORY     - 1946     MONUMENTED       CGS
 LB0826  HISTORY     - 1966     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1966
 LB0826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ2092 ***********************************************************************
 JZ2092  DESIGNATION -  Q 9
 JZ2092  PID         -  JZ2092
 JZ2092  STATE/COUNTY-  IN/BARTHOLOMEW
 JZ2092  USGS QUAD   -  COLUMBUS (1993)
 JZ2092
 JZ2092                         *CURRENT SURVEY CONTROL
 JZ2092  ___________________________________________________________________
 JZ2092* NAD 83(1986)-  39 12 01.     (N)    085 55 19.     (W)     SCALED    
 JZ2092* NAVD 88     -       191.359  (meters)     627.82   (feet)  ADJUSTED  
 JZ2092  ___________________________________________________________________
 JZ2092  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JZ2092  DYNAMIC HT  -         191.242 (meters)     627.43  (feet)  COMP
 JZ2092  MODELED GRAV-     980,010.4   (mgal)                       NAVD 88
 JZ2092
 JZ2092  VERT ORDER  -  FIRST     CLASS II
 JZ2092
 JZ2092.The horizontal coordinates were scaled from a topographic map and have
 JZ2092.an estimated accuracy of +/- 6 seconds.
 JZ2092
 JZ2092.The orthometric height was determined by differential leveling
 JZ2092.and adjusted by the National Geodetic Survey in June 1991..
 JZ2092
 JZ2092.The geoid height was determined by GEOID03.
 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     -   438,760.       77,950.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2092.See file dsdata.txt to determine how the superseded data were derived.
 JZ2092
 JZ2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ930395(NAD 83)
 JZ2092_MARKER: DB = BENCH MARK DISK
 JZ2092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2092_STAMPING: Q 9 1930 628.217
 JZ2092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2092+STABILITY: SURFACE MOTION
 JZ2092
 JZ2092  HISTORY     - Date     Condition        Report By
 JZ2092  HISTORY     - 1930     MONUMENTED       CGS
 JZ2092  HISTORY     - 1947     GOOD             NGS
 JZ2092  HISTORY     - 20041127 GOOD             GEOCAC
 JZ2092
 JZ2092                          STATION DESCRIPTION
 JZ2092
 JZ2092'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1534 ***********************************************************************
 KA1534  DESIGNATION -  Q 91
 KA1534  PID         -  KA1534
 KA1534  STATE/COUNTY-  IN/VERMILLION
 KA1534  USGS QUAD   -  CLINTON (1986)
 KA1534
 KA1534                         *CURRENT SURVEY CONTROL
 KA1534  ___________________________________________________________________
 KA1534* NAD 83(1986)-  39 42 51.     (N)    087 23 25.     (W)     SCALED    
 KA1534* NAVD 88     -       156.208  (meters)     512.49   (feet)  ADJUSTED  
 KA1534  ___________________________________________________________________
 KA1534  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KA1534  DYNAMIC HT  -         156.121 (meters)     512.21  (feet)  COMP
 KA1534  MODELED GRAV-     980,067.9   (mgal)                       NAVD 88
 KA1534
 KA1534  VERT ORDER  -  SECOND    CLASS 0
 KA1534
 KA1534.The horizontal coordinates were scaled from a topographic map and have
 KA1534.an estimated accuracy of +/- 6 seconds.
 KA1534
 KA1534.The orthometric height was determined by differential leveling
 KA1534.and adjusted by the National Geodetic Survey in June 1991..
 KA1534
 KA1534.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1534.See file dsdata.txt to determine how the superseded data were derived.
 KA1534
 KA1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ665961(NAD 83)
 KA1534_MARKER: DB = BENCH MARK DISK
 KA1534_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1534_SP_SET: UNDERPASS
 KA1534_STAMPING: Q 91 1938
 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 = OCTOBER  6, 2006
 JZ2111 ***********************************************************************
 JZ2111  DESIGNATION -  Q 92
 JZ2111  PID         -  JZ2111
 JZ2111  STATE/COUNTY-  IN/JENNINGS
 JZ2111  USGS QUAD   -  NORTH VERNON (1993)
 JZ2111
 JZ2111                         *CURRENT SURVEY CONTROL
 JZ2111  ___________________________________________________________________
 JZ2111* NAD 83(1986)-  39 00 24.     (N)    085 37 50.     (W)     SCALED    
 JZ2111* NAVD 88     -       224.929  (meters)     737.95   (feet)  ADJUSTED  
 JZ2111  ___________________________________________________________________
 JZ2111  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ2111  DYNAMIC HT  -         224.786 (meters)     737.49  (feet)  COMP
 JZ2111  MODELED GRAV-     979,986.9   (mgal)                       NAVD 88
 JZ2111
 JZ2111  VERT ORDER  -  FIRST     CLASS II
 JZ2111
 JZ2111.The horizontal coordinates were scaled from a topographic map and have
 JZ2111.an estimated accuracy of +/- 6 seconds.
 JZ2111
 JZ2111.The orthometric height was determined by differential leveling
 JZ2111.and adjusted by the National Geodetic Survey in June 1991..
 JZ2111
 JZ2111.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2111.See file dsdata.txt to determine how the superseded data were derived.
 JZ2111
 JZ2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ185184(NAD 83)
 JZ2111_MARKER: DB = BENCH MARK DISK
 JZ2111_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2111_SP_SET: STEEL SUPPORT CONCRETE BASE
 JZ2111_STAMPING: Q 92 1938
 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   NGS
 JZ2111
 JZ2111                          STATION DESCRIPTION
 JZ2111
 JZ2111'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 JZ1883 ***********************************************************************
 JZ1883  DESIGNATION -  Q 93
 JZ1883  PID         -  JZ1883
 JZ1883  STATE/COUNTY-  IN/RIPLEY
 JZ1883  USGS QUAD   -  OSGOOD (1993)
 JZ1883
 JZ1883                         *CURRENT SURVEY CONTROL
 JZ1883  ___________________________________________________________________
 JZ1883* NAD 83(1986)-  39 07 56.     (N)    085 17 19.     (W)     SCALED    
 JZ1883* NAVD 88     -       297.274  (meters)     975.31   (feet)  POSTED    
 JZ1883  ___________________________________________________________________
 JZ1883  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ1883  DYNAMIC HT  -         297.080 (meters)     974.67  (feet)  COMP
 JZ1883  MODELED GRAV-     979,975.2   (mgal)                       NAVD 88
 JZ1883
 JZ1883  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JZ1883
 JZ1883.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JZ1883.rate of 0.0 thru 1.0 mm/km.
 JZ1883
 JZ1883.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1883.See file dsdata.txt to determine how the superseded data were derived.
 JZ1883
 JZ1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ479328(NAD 83)
 JZ1883_MARKER: DB = BENCH MARK DISK
 JZ1883_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1883_SP_SET: ABUTMENT
 JZ1883_STAMPING: Q 93 1938
 JZ1883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1883
 JZ1883  HISTORY     - Date     Condition        Report By
 JZ1883  HISTORY     - 1938     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 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  USGS QUAD   -  LAFAYETTE WEST (1987)
 LB0933
 LB0933                         *CURRENT SURVEY CONTROL
 LB0933  ___________________________________________________________________
 LB0933* NAD 83(1997)-  40 25 00.66248(N)    086 55 52.80779(W)     ADJUSTED  
 LB0933* NAVD 88     -       185.690  (meters)     609.22   (feet)  ADJUSTED  
 LB0933  ___________________________________________________________________
 LB0933  X           -     260,326.416 (meters)                     COMP
 LB0933  Y           -  -4,855,969.243 (meters)                     COMP
 LB0933  Z           -   4,113,433.151 (meters)                     COMP
 LB0933  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 LB0933  ELLIP HEIGHT-         152.05  (meters)          (04/10/98) GPS OBS
 LB0933  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 LB0933  DYNAMIC HT  -         185.600 (meters)     608.92  (feet)  COMP
 LB0933  MODELED GRAV-     980,134.9   (mgal)                       NAVD 88
 LB0933
 LB0933  HORZ ORDER  -  B
 LB0933  VERT ORDER  -  SECOND    CLASS 0
 LB0933  ELLP ORDER  -  FOURTH    CLASS I
 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 April 1998..
 LB0933
 LB0933.The orthometric height was determined by differential leveling
 LB0933.and adjusted by the National Geodetic Survey in June 1991..
 LB0933
 LB0933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB0933
 LB0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB0933
 LB0933.The ellipsoidal height was determined by GPS observations
 LB0933.and is referenced to NAD 83.
 LB0933
 LB0933.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 LB0933;SPC IN W     -   573,813.722   912,899.983   MT  0.99996871   +0 05 54.8
 LB0933;SPC IN W     - 1,882,587.19  2,995,072.69   sFT  0.99996871   +0 05 54.8
 LB0933;UTM  16      - 4,474,027.501   505,825.386   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                          SUPERSEDED SURVEY CONTROL
 LB0933
 LB0933  NAVD 88 (04/10/98)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0933.See file dsdata.txt to determine how the superseded data were derived.
 LB0933
 LB0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK0582574028(NAD 83)
 LB0933_MARKER: DB = BENCH MARK DISK
 LB0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0933_SP_SET: CONCRETE POST
 LB0933_STAMPING: Q 94 1946
 LB0933_MARK LOGO: CGS   
 LB0933_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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 - March 15, 2002
 LB0933
 LB0933  HISTORY     - Date     Condition        Report By
 LB0933  HISTORY     - 1946     MONUMENTED       CGS
 LB0933  HISTORY     - 1968     GOOD             NGS
 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
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JZ0563 ***********************************************************************
 JZ0563  DESIGNATION -  Q 94
 JZ0563  PID         -  JZ0563
 JZ0563  STATE/COUNTY-  IN/DEARBORN
 JZ0563  USGS QUAD   -  AURORA (1981)
 JZ0563
 JZ0563                         *CURRENT SURVEY CONTROL
 JZ0563  ___________________________________________________________________
 JZ0563* NAD 83(1986)-  39 02 59.     (N)    084 56 27.     (W)     SCALED    
 JZ0563* NAVD 88     -       148.605  (meters)     487.55   (feet)  POSTED    
 JZ0563  ___________________________________________________________________
 JZ0563  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JZ0563  DYNAMIC HT  -         148.510 (meters)     487.24  (feet)  COMP
 JZ0563  MODELED GRAV-     979,989.7   (mgal)                       NAVD 88
 JZ0563
 JZ0563  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JZ0563
 JZ0563.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JZ0563.rate of 0.0 thru 1.0 mm/km.
 JZ0563
 JZ0563.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0563.See file dsdata.txt to determine how the superseded data were derived.
 JZ0563
 JZ0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ781243(NAD 83)
 JZ0563_MARKER: DB = BENCH MARK DISK
 JZ0563_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0563_SP_SET: CULVERT
 JZ0563_STAMPING: Q 94 1938
 JZ0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1721 ***********************************************************************
 LB1721  DESIGNATION -  Q 95
 LB1721  PID         -  LB1721
 LB1721  STATE/COUNTY-  IN/FOUNTAIN
 LB1721  USGS QUAD   -  WESTPOINT (1962)
 LB1721
 LB1721                         *CURRENT SURVEY CONTROL
 LB1721  ___________________________________________________________________
 LB1721* NAD 83(1986)-  40 21 08.     (N)    087 06 35.     (W)     SCALED    
 LB1721* NAVD 88     -       156.185  (meters)     512.42   (feet)  ADJUSTED  
 LB1721  ___________________________________________________________________
 LB1721  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 LB1721  DYNAMIC HT  -         156.108 (meters)     512.16  (feet)  COMP
 LB1721  MODELED GRAV-     980,132.3   (mgal)                       NAVD 88
 LB1721
 LB1721  VERT ORDER  -  SECOND    CLASS 0
 LB1721
 LB1721.The horizontal coordinates were scaled from a topographic map and have
 LB1721.an estimated accuracy of +/- 6 seconds.
 LB1721
 LB1721.The orthometric height was determined by differential leveling
 LB1721.and adjusted by the National Geodetic Survey in June 1991..
 LB1721
 LB1721.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1721.See file dsdata.txt to determine how the superseded data were derived.
 LB1721
 LB1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK906668(NAD 83)
 LB1721_MARKER: DB = BENCH MARK DISK
 LB1721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1721_STAMPING: Q 95 1946
 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 = OCTOBER  6, 2006
 LB1702 ***********************************************************************
 LB1702  DESIGNATION -  Q 96
 LB1702  PID         -  LB1702
 LB1702  STATE/COUNTY-  IN/FOUNTAIN
 LB1702  USGS QUAD   -  MELLOTT (1980)
 LB1702
 LB1702                         *CURRENT SURVEY CONTROL
 LB1702  ___________________________________________________________________
 LB1702* NAD 83(1986)-  40 12 14.     (N)    087 08 42.     (W)     SCALED    
 LB1702* NAVD 88     -       216.680  (meters)     710.89   (feet)  ADJUSTED  
 LB1702  ___________________________________________________________________
 LB1702  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 LB1702  DYNAMIC HT  -         216.569 (meters)     710.53  (feet)  COMP
 LB1702  MODELED GRAV-     980,108.6   (mgal)                       NAVD 88
 LB1702
 LB1702  VERT ORDER  -  SECOND    CLASS 0
 LB1702
 LB1702.The horizontal coordinates were scaled from a topographic map and have
 LB1702.an estimated accuracy of +/- 6 seconds.
 LB1702
 LB1702.The orthometric height was determined by differential leveling
 LB1702.and adjusted by the National Geodetic Survey in June 1991..
 LB1702
 LB1702.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1702.See file dsdata.txt to determine how the superseded data were derived.
 LB1702
 LB1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK876503(NAD 83)
 LB1702_MARKER: DB = BENCH MARK DISK
 LB1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1702_STAMPING: Q 96 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1543 ***********************************************************************
 LB1543  DESIGNATION -  Q 97
 LB1543  PID         -  LB1543
 LB1543  STATE/COUNTY-  IN/FOUNTAIN
 LB1543  USGS QUAD   -  MELLOTT (1980)
 LB1543
 LB1543                         *CURRENT SURVEY CONTROL
 LB1543  ___________________________________________________________________
 LB1543* NAD 83(1986)-  40 09 26.     (N)    087 14 35.     (W)     SCALED    
 LB1543* NAVD 88     -       190.061  (meters)     623.56   (feet)  ADJUSTED  
 LB1543  ___________________________________________________________________
 LB1543  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 LB1543  DYNAMIC HT  -         189.963 (meters)     623.24  (feet)  COMP
 LB1543  MODELED GRAV-     980,105.0   (mgal)                       NAVD 88
 LB1543
 LB1543  VERT ORDER  -  SECOND    CLASS 0
 LB1543
 LB1543.The horizontal coordinates were scaled from a topographic map and have
 LB1543.an estimated accuracy of +/- 6 seconds.
 LB1543
 LB1543.The orthometric height was determined by differential leveling
 LB1543.and adjusted by the National Geodetic Survey in June 1991..
 LB1543
 LB1543.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1543.See file dsdata.txt to determine how the superseded data were derived.
 LB1543
 LB1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK793452(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB1523 ***********************************************************************
 LB1523  DESIGNATION -  Q 98
 LB1523  PID         -  LB1523
 LB1523  STATE/COUNTY-  IN/WARREN
 LB1523  USGS QUAD   -  ATTICA (1962)
 LB1523
 LB1523                         *CURRENT SURVEY CONTROL
 LB1523  ___________________________________________________________________
 LB1523* NAD 83(1986)-  40 19 41.     (N)    087 13 58.     (W)     SCALED    
 LB1523* NAVD 88     -       165.883  (meters)     544.23   (feet)  ADJUSTED  
 LB1523  ___________________________________________________________________
 LB1523  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 LB1523  DYNAMIC HT  -         165.800 (meters)     543.96  (feet)  COMP
 LB1523  MODELED GRAV-     980,118.3   (mgal)                       NAVD 88
 LB1523
 LB1523  VERT ORDER  -  SECOND    CLASS 0
 LB1523
 LB1523.The horizontal coordinates were scaled from a topographic map and have
 LB1523.an estimated accuracy of +/- 6 seconds.
 LB1523
 LB1523.The orthometric height was determined by differential leveling
 LB1523.and adjusted by the National Geodetic Survey in June 1991..
 LB1523
 LB1523.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1523.See file dsdata.txt to determine how the superseded data were derived.
 LB1523
 LB1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK802641(NAD 83)
 LB1523_MARKER: DB = BENCH MARK DISK
 LB1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1523_STAMPING: Q 98 1946
 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 = OCTOBER  6, 2006
 LB1570 ***********************************************************************
 LB1570  DESIGNATION -  Q 99
 LB1570  PID         -  LB1570
 LB1570  STATE/COUNTY-  IN/WARREN
 LB1570  USGS QUAD   -  WEST LEBANON (1980)
 LB1570
 LB1570                         *CURRENT SURVEY CONTROL
 LB1570  ___________________________________________________________________
 LB1570* NAD 83(1986)-  40 15 40.     (N)    087 23 12.     (W)     SCALED    
 LB1570* NAVD 88     -       207.449  (meters)     680.61   (feet)  ADJUSTED  
 LB1570  ___________________________________________________________________
 LB1570  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 LB1570  DYNAMIC HT  -         207.344 (meters)     680.26  (feet)  COMP
 LB1570  MODELED GRAV-     980,116.7   (mgal)                       NAVD 88
 LB1570
 LB1570  VERT ORDER  -  SECOND    CLASS 0
 LB1570
 LB1570.The horizontal coordinates were scaled from a topographic map and have
 LB1570.an estimated accuracy of +/- 6 seconds.
 LB1570
 LB1570.The orthometric height was determined by differential leveling
 LB1570.and adjusted by the National Geodetic Survey in June 1991..
 LB1570
 LB1570.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1570.See file dsdata.txt to determine how the superseded data were derived.
 LB1570
 LB1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK671568(NAD 83)
 LB1570_MARKER: DB = BENCH MARK DISK
 LB1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1570_STAMPING: Q 99 1946
 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 = OCTOBER  6, 2006
 MD0327 ***********************************************************************
 MD0327  DESIGNATION -  QQ 200 RESET 1962
 MD0327  PID         -  MD0327
 MD0327  STATE/COUNTY-  IN/DE KALB
 MD0327  USGS QUAD   -  BUTLER WEST (1992)
 MD0327
 MD0327                         *CURRENT SURVEY CONTROL
 MD0327  ___________________________________________________________________
 MD0327* NAD 83(1986)-  41 25 48.     (N)    084 58 54.     (W)     SCALED    
 MD0327* NAVD 88     -       272.40   (meters)     893.7    (feet)  RESET     
 MD0327  ___________________________________________________________________
 MD0327  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 MD0327
 MD0327  VERT ORDER  -  THIRD
 MD0327
 MD0327.The horizontal coordinates were scaled from a topographic map and have
 MD0327.an estimated accuracy of +/- 6 seconds.
 MD0327
 MD0327.The orthometric height was computed from unverified reset data.
 MD0327
 MD0327.The geoid height was determined by GEOID03.
 MD0327
 MD0327;                    North         East    Units  Estimated Accuracy
 MD0327;SPC IN E     -   686,540.      157,260.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0327.See file dsdata.txt to determine how the superseded data were derived.
 MD0327
 MD0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL686884(NAD 83)
 MD0327_MARKER: DB = BENCH MARK DISK
 MD0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0327_STAMPING: QQ 200 RESET 1962
 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 = OCTOBER  6, 2006
 LB1296 ***********************************************************************
 LB1296  DESIGNATION -  QQ 32 1946
 LB1296  PID         -  LB1296
 LB1296  STATE/COUNTY-  IN/BENTON
 LB1296  USGS QUAD   -  BOSWELL (1980)
 LB1296
 LB1296                         *CURRENT SURVEY CONTROL
 LB1296  ___________________________________________________________________
 LB1296* NAD 83(1986)-  40 30 17.     (N)    087 27 03.     (W)     SCALED    
 LB1296* NAVD 88     -       233.934  (meters)     767.50   (feet)  ADJUSTED  
 LB1296  ___________________________________________________________________
 LB1296  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 LB1296  DYNAMIC HT  -         233.820 (meters)     767.12  (feet)  COMP
 LB1296  MODELED GRAV-     980,130.3   (mgal)                       NAVD 88
 LB1296
 LB1296  VERT ORDER  -  SECOND    CLASS 0
 LB1296
 LB1296.The horizontal coordinates were scaled from a topographic map and have
 LB1296.an estimated accuracy of +/- 6 seconds.
 LB1296
 LB1296.The orthometric height was determined by differential leveling
 LB1296.and adjusted by the National Geodetic Survey in June 1991..
 LB1296
 LB1296.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1296.See file dsdata.txt to determine how the superseded data were derived.
 LB1296
 LB1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK618838(NAD 83)
 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_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 = OCTOBER  6, 2006
 JZ3361 ***********************************************************************
 JZ3361  DESIGNATION -  QUEENVILLE SCHOOLHOUSE FP
 JZ3361  PID         -  JZ3361
 JZ3361  STATE/COUNTY-  IN/JENNINGS
 JZ3361  USGS QUAD   -  NORTH VERNON (1993)
 JZ3361
 JZ3361                         *CURRENT SURVEY CONTROL
 JZ3361  ___________________________________________________________________
 JZ3361* NAD 83(1997)-  39 03 01.75242(N)    085 40 41.14241(W)     ADJUSTED  
 JZ3361* NAVD 88     -                                                        
 JZ3361  ___________________________________________________________________
 JZ3361  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 JZ3361  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ3361
 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
 JZ3361.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3361
 JZ3361.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3361
 JZ3361  NAD 83(1995)-  39 03 01.75129(N)    085 40 41.28763(W) AD(       ) 4
 JZ3361  NAD 83(1993)-  39 03 01.75131(N)    085 40 41.28647(W) AD(       ) 4
 JZ3361  NAD 83(1986)-  39 03 01.74729(N)    085 40 41.29177(W) AD(       ) 4
 JZ3361  NAD 27      -  39 03 01.56000(N)    085 40 41.24000(W) AD(       ) 3
 JZ3361
 JZ3361.Superseded values are not recommended for survey control.
 JZ3361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3361.See file dsdata.txt to determine how the superseded data were derived.
 JZ3361
 JZ3361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1438723211(NAD 83)
 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 = OCTOBER  6, 2006
 JZ3362 ***********************************************************************
 JZ3362  DESIGNATION -  QUEENVILLE SCHOOLHOUSE CUPOLA
 JZ3362  PID         -  JZ3362
 JZ3362  STATE/COUNTY-  IN/JENNINGS
 JZ3362  USGS QUAD   -  NORTH VERNON (1993)
 JZ3362
 JZ3362                         *CURRENT SURVEY CONTROL
 JZ3362  ___________________________________________________________________
 JZ3362* NAD 83(1997)-  39 03 02.08055(N)    085 40 40.13375(W)     ADJUSTED  
 JZ3362* NAVD 88     -                                                        
 JZ3362  ___________________________________________________________________
 JZ3362  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 JZ3362  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ3362
 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
 JZ3362.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3362
 JZ3362.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 JZ3362
 JZ3362  NAD 83(1995)-  39 03 02.07633(N)    085 40 40.27452(W) AD(       ) 4
 JZ3362  NAD 83(1993)-  39 03 02.07674(N)    085 40 40.27392(W) AD(       ) 4
 JZ3362  NAD 83(1986)-  39 03 02.07510(N)    085 40 40.28267(W) AD(       ) 4
 JZ3362  NAD 27      -  39 03 01.89000(N)    085 40 40.22000(W) AD(       ) 3
 JZ3362
 JZ3362.Superseded values are not recommended for survey control.
 JZ3362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3362.See file dsdata.txt to determine how the superseded data were derived.
 JZ3362
 JZ3362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ1441123221(NAD 83)
 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 = OCTOBER  6, 2006
 ME2275 ***********************************************************************
 ME2275  DESIGNATION -  QUICK
 ME2275  PID         -  ME2275
 ME2275  STATE/COUNTY-  IN/MARSHALL
 ME2275  USGS QUAD   -  BOURBON (1994)
 ME2275
 ME2275                         *CURRENT SURVEY CONTROL
 ME2275  ___________________________________________________________________
 ME2275* NAD 83(1997)-  41 21 41.22078(N)    086 06 32.65881(W)     ADJUSTED  
 ME2275* NAVD 88     -       250.     (meters)     820.     (feet)  SCALED    
 ME2275  ___________________________________________________________________
 ME2275  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 ME2275  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 ME2275
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2275
 ME2275.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2275.See file dsdata.txt to determine how the superseded data were derived.
 ME2275
 ME2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL7451879266(NAD 83)
 ME2275_MARKER: DS = TRIANGULATION STATION DISK
 ME2275_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 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
 ME2275'PROPERTY OWNED BY M. H. QUICK.  IT IS 89 FEET SOUTHEAST OF THE
 ME2275'SOUTHEAST CORNER OF M. H. QUICK FRAME
 ME2275'HOUSE, 44 FEET EAST OF THE CENTER OF A DRIVEWAY, 28 FEET NORTH OF
 ME2275'THE CENTER OF A PAVED ROAD AND 12 FEET
 ME2275'NORTH OF A FENCELINE AND A WHITE WITNESS POST.
 ME2275'THE MARK IS UNDERGROUND ABOUT 18 INCHES AND THE DISK IS
 ME2275'STAMPED QUICK 1952.
 ME2275'
 ME2275'REFERENCE MARK NO. 1 IS 110 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 ME2275'THE FRAME HOUSE, 62 FEET
 ME2275'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL CONCRETE BLOCK BUILDING
 ME2275'AND 1 FOOT WEST OF A FENCELINE.
 ME2275'THE MARK IS FLUSH AND THE DISK IS STAMPED QUICK NO 1
 ME2275'1952.
 ME2275'
 ME2275'REFERENCE MARK NO. 2 IS 41 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 ME2275'THE FRAME HOUSE, 11 FEET
 ME2275'EAST OF THE DRIVEWAY AND 1 FOOT EAST OF A FENCELINE.  THE MARK IS
 ME2275'FLUSH AND THE DISK IS STAMPED QUICK
 ME2275'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
 ME2275'WITNESS POST, 1 FOOT SOUTH OF A POWERLINE POLE AND 1 FOOT EAST OF A
 ME2275'FENCELINE.  THE MARK PROJECTS
 ME2275'6 INCHES AND 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,
 ME2275'GO NORTH ON STATE HIGHWAY 331 FOR 4.25 MILES TO THE AZIMUTH MARK ON
 ME2275'THE LEFT, CONTINUE FOR 0.2 MILE TO
 ME2275'A CROSSROAD AND THE FAIRVIEW EVANGELICAL UNITED
 ME2275'BRETHERN CHURCH IN THE NORTHEAST ANGLE, TURN RIGHT
 ME2275'AND GO EAST FOR 0.35 MILE TO
 ME2275'M.H. QUICK HOUSE ON THE 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 = OCTOBER  6, 2006
 KA1933 ***********************************************************************
 KA1933  DESIGNATION -  QUIGLEY
 KA1933  PID         -  KA1933
 KA1933  STATE/COUNTY-  IN/MARION
 KA1933  USGS QUAD   -  BEECH GROVE (1980)
 KA1933
 KA1933                         *CURRENT SURVEY CONTROL
 KA1933  ___________________________________________________________________
 KA1933* NAD 83(1997)-  39 43 23.81858(N)    086 06 06.79794(W)     ADJUSTED  
 KA1933* NAVD 88     -       237.     (meters)     778.     (feet)  SCALED    
 KA1933  ___________________________________________________________________
 KA1933  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 KA1933  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KA1933
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1933
 KA1933.The geoid height was determined by GEOID03.
 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     -   0.99996809  x   0.99998380  =   0.99995189
 KA1933!UTM  16      -   0.99996809  x   0.99967294  =   0.99964104
 KA1933
 KA1933:                Primary Azimuth Mark                     Grid Az
 KA1933:SPC IN E     -  INDIANPOLIS PRR CAR BARNS STK            016 19 07.0
 KA1933:UTM  16      -  INDIANPOLIS PRR CAR BARNS STK            015 27 59.3
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1933.See file dsdata.txt to determine how the superseded data were derived.
 KA1933
 KA1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ7697297431(NAD 83)
 KA1933_MARKER: DS = TRIANGULATION STATION DISK
 KA1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ME2263 ***********************************************************************
 ME2263  DESIGNATION -  QUINCE
 ME2263  PID         -  ME2263
 ME2263  STATE/COUNTY-  IN/ST JOSEPH
 ME2263  USGS QUAD   -  LYDICK (1969)
 ME2263
 ME2263                         *CURRENT SURVEY CONTROL
 ME2263  ___________________________________________________________________
 ME2263* NAD 83(1997)-  41 40 19.40613(N)    086 22 52.14088(W)     ADJUSTED  
 ME2263* NAVD 88     -       228.     (meters)     748.     (feet)  SCALED    
 ME2263  ___________________________________________________________________
 ME2263  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 ME2263  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 ME2263
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2263
 ME2263.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2263.See file dsdata.txt to determine how the superseded data were derived.
 ME2263
 ME2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5151413551(NAD 83)
 ME2263_MARKER: DS = TRIANGULATION STATION DISK
 ME2263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 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
 ME2263'STATE HIGHWAY 2 AND QUINCE
 ME2263'ROAD ABOUT 6 MILES WEST OF SOUTH BEND.  IT IS 204 FEET WEST OF THE
 ME2263'INTERSECTION, 54 FEET SOUTH OF THE
 ME2263'SOUTHEAST CORNER OF A CONCRETE BLOCK BASEMENT DWELLING,
 ME2263'45 FEET NORTH OF THE CENTER OF THE
 ME2263'NORTH LANE OF HIGHWAY 2, 21 FEET WEST OF THE CENTER
 ME2263'OF A DRIVEWAY AND 5 FEET WEST OF A TELEPHONE POLE.
 ME2263'THE MARK IS FLUSH AND THE DISK IS
 ME2263'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
 ME2263'SOUTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED QUINCE
 ME2263'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
 ME2263'IS FLUSH AND THE DISK IS STAMPED QUINCE NO 2 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
 ME2263'A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 ME2263'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
 ME2263'LIMITS OF SOUTH BEND, GO WEST ON HIGHWAY 2 FOR 3.0 MILES TO THE
 ME2263'INTERSECTION OF QUINCE ROAD AND THE
 ME2263'STATION AS DESCRIBED.  CONTINUE WEST ON THE HIGHWAY FOR
 ME2263'0.6 MILE TO THE AZIMUTH MARK ON THE LEFT
 ME2263'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
 ME2263'DISK WAS FOUND SHEARED OFF THE AZIMUTH MARK BUT THE STEM
 ME2263'WAS LEFT.  THE CENTER OF THIS STEM
 ME2263'WAS HELD AND A NEW DISK WAS SET.  THE
 ME2263'PREVIOUS DESCRIPTION IS ADEQUATE WITH THE BELOW
 ME2263'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,
 ME2263'1 FOOT WEST OF A
 ME2263'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
 ME2263'GOOD CONDITION, THIS PARTY FOUND THE DISK SHEARED OFF
 ME2263'IN 1967 AND SET A NEW DISK HOLDING
 ME2263'THE CENTER OF THE STEM OF THE MARK.
 ME2263'THE DISTANCE AND DIRECTION TO REFERENCE MARK 2
 ME2263'CHECKED.  THE DIRECTION
 ME2263'TO REFERENCE MARK 1 CHECKED BUT THE 1952 DISTANCE WAS USED SINCE
 ME2263'NO MEASUREMENT
 ME2263'COULD BE MADE DUE TO CARS AND SHRUBBERY ON LINE.  A NEW
 ME2263'DESCRIPTION FOLLOWS-
 ME2263'
 ME2263'THE STATION IS 204 FEET WEST OF THE INTERSECTION OF STATE HIGHWAY
 ME2263'2 AND QUINCE ROAD,
 ME2263'43 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND
 ME2263'LANE OF HIGHWAY 2, 14 FEET SOUTHEAST
 ME2263'OF AN 18 INCH MAPLE TREE, 16 FEET
 ME2263'SOUTH OF THE SOUTH EDGE OF SIDEWALK, 15 FEET SOUTHWEST
 ME2263'OF A METAL GAS
 ME2263'YARD LIGHT, 53 FEET SOUTH OF THE SOUTHEAST CORNER OF STONE HOUSE, 5
 ME2263'FEET WEST OF A
 ME2263'TELEPHONE POLE, 21 FEET WEST OF THE CENTERLINE OF A DRIVEWAY,
 ME2263'AND ON THE PROPERTY OF MR. MEL
 ME2263'MILLIKEN.  THE MONUMENT IS 4 INCHES
 ME2263'UNDERGROUND AND THE DISK IS STAMPED QUINCE 1952.
 ME2263'
 ME2263'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 123 AND 2
 ME2263'AT THE WEST EDGE
 ME2263'OF SOUTH BEND, GO WEST ON HIGHWAY 2 FOR 3.0 MILES TO
 ME2263'THE INTERSECTION OF QUINCE ROAD AND
 ME2263'THE STATION AS DESCRIBED.  CONTINUE
 ME2263'WEST ON THE HIGHWAY FOR 0.6 MILE TO THE AZIMUTH MARK
 ME2263'ON THE LEFT.
 ME2263'
 ME2263'REFERENCE MARK 1 IS 32 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 ME2263'GARAGE, 30 FEET
 ME2263'WEST OF A POWER LINE POLE, 1 FOOT SOUTH OF FENCE AND 4
 ME2263'FEET NORTH OF THE NORTH EDGE OF
 ME2263'PARKING LOT.  THE MONUMENT IS FLUSH AND
 ME2263'THE DISK IS STAMPED QUINCE NO 1 1952.
 ME2263'
 ME2263'REFERENCE MARK 2 IS 44 FEET NORTH OF THE CENTERLINE OF THE WEST
 ME2263'BOUND LANE OF THE
 ME2263'HIGHWAY, 21 FEET NORTHEAST OF THE SOUTH END OF A
 ME2263'CONCRETE HEADWALL, 44 FEET SOUTHWEST
 ME2263'OF THE SOUTHWEST CORNER OF HOUSE
 ME2263'AND 14 FEET SOUTHWEST OF A 20 INCH MAPLE TREE.  THE
 ME2263'MONUMENT IS 14
 ME2263'INCHES 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
 ME2263'OF A METAL WITNESS POST AND 67 FEET EAST OF THE CENTERLINE
 ME2263'OF FIELD ENTRANCE.  THE
 ME2263'MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 ME2263'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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA2115 ***********************************************************************
 LA2115  DESIGNATION -  QUINN
 LA2115  PID         -  LA2115
 LA2115  STATE/COUNTY-  IN/MADISON
 LA2115  USGS QUAD   -  ALEXANDRIA (1994)
 LA2115
 LA2115                         *CURRENT SURVEY CONTROL
 LA2115  ___________________________________________________________________
 LA2115* NAD 83(1997)-  40 19 39.93801(N)    085 39 54.30108(W)     ADJUSTED  
 LA2115* NAVD 88     -       275.     (meters)     902.     (feet)  SCALED    
 LA2115  ___________________________________________________________________
 LA2115  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 LA2115  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 LA2115
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2115
 LA2115.The geoid height was determined by GEOID03.
 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  =   0.99992890
 LA2115!UTM  16      -   0.99996223  x   0.99975831  =   0.99972055
 LA2115
 LA2115:                Primary Azimuth Mark                     Grid Az
 LA2115:SPC IN E     -  FAIRMOUNT MUNICIPAL TANK                 006 06 23.9
 LA2115:UTM  16      -  FAIRMOUNT MUNICIPAL TANK                 005 14 37.2
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2115.See file dsdata.txt to determine how the superseded data were derived.
 LA2115
 LA2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK1340364991(NAD 83)
 LA2115_MARKER: DS = TRIANGULATION STATION DISK
 LA2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2115_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 LA2115'NORTH OF
 LA2115'ALEXANDRIA, 2 MILES SOUTHWEST OF SUMMITVILLE, IN A SMALL
 LA2115'HOG LOT OWNED BY MARTHA
 LA2115'QUINN, 0.35 MILE EAST OF STATE HIGHWAY 9,
 LA2115'ON THE SOUTH SIDE OF A GRAVEL CROSS ROAD,
 LA2115'112 FEET EAST OF THE
 LA2115'NORTHEAST CORNER OF THE BARN, 129 FEET SOUTH OF THE SOUTH
 LA2115'RIGHT-OF-WAY FENCE
 LA2115'OF THE GRAVEL ROAD, 22 FEET WEST OF THE EAST PASTURE
 LA2115'FENCE, AND IS SET 14 INCHES UNDERGROUND.
 LA2115'
 LA2115'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 9 AND 28
 LA2115'1 MILE NORTH OF
 LA2115'ALEXANDRIA, GO NORTH ON STATE HIGHWAY 9 FOR 3.5
 LA2115'MILES, THEN EAST ON GRAVEL CROSS
 LA2115'ROAD 0.35 MILE TO THE STATION.
 LA2115'
 LA2115'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LA2115'BRONZE DISKS IN CONCRETE.
 LA2115'
 LA2115'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, IN THE SOUTH
 LA2115'LANE FENCE, 5 FEET
 LA2115'WEST OF THE NORTHEAST CORNER OF A FIELD, 194.72
 LA2115'FEET SOUTHEAST OF REFERENCE MARK NO.
 LA2115'2, AND PROJECTS 5 INCHES.
 LA2115'REFERENCE MARK NO. 2 IS WEST OF THE STATION, IN THE
 LA2115'WEST FENCE OF
 LA2115'THE HOG LOT, 57 FEET NORTH OF THE NORTHEAST CORNER OF THE BARN,
 LA2115'AND PROJECTS 5 INCHES.
 LA2115'
 LA2115'AZIMUTH MARK IS WEST-NORTHWEST OF THE STATION, 0.15 MILE NORTH
 LA2115'OF THE GRAVEL
 LA2115'ROAD, IN THE SOUTH FENCE OF A GARDEN PLOT, 100 FEET
 LA2115'SOUTH OF THE FIRST HOUSE NORTH
 LA2115'OF THE GRAVEL ROAD, 53 FEET EAST OF
 LA2115'THE CENTER 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
 LA2115'MARKS WERE FOUND
 LA2115'TO BE IN GOOD CONDITION.  SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH
 LA2115'MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 LA2115'MEASUREMENTS TO ALL MARKS CHECKED AND DIRECTION TO
 LA2115'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
 LA2115'CONDITION.
 LA2115'
 LA2115'THE STATION IS LOCATED 3.5 MILES NORTH OF THE JUNCTION OF
 LA2115'STATE HIGHWAYS 9
 LA2115'AND 28, WHICH 1.0 MILE NORTH OF ALEXANDRIA, 6.5
 LA2115'MILES SOUTH OF THE JUNCTION OF
 LA2115'STATE HIGHWAYS 9 AND 26, 0.3 MILE
 LA2115'EAST OF STATE HIGHWAY 9, ON SOUTH SIDE OF A
 LA2115'GRAVEL ROAD, AT EAST
 LA2115'SIDE OF A HOG LOT OWNED BY MRS. QUINN (WHOSE TENANT HOUSE IS
 LA2115'ABOUT 75 YARDS
 LA2115'WEST OF STATION), 129.0 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY
 LA2115'FENCE OF THE ROAD ALONG
 LA2115'NORTH SIDE OF HOG LOT, 147.7 FEET SOUTH
 LA2115'OF CENTER LINE OF GRAVEL ROAD, 112.0 FEET
 LA2115'EAST OF SOUTH-EAST CORNER
 LA2115'OF BARN, 22.0 FEET WEST OF FENCE ALONG EAST SIDE OF PASTURE,
 LA2115'AND 14 INCHES
 LA2115'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
 LA2115'9 AND 26, THERE GO
 LA2115'SOUTH ON STATE HIGHWAY 9 FOR 6.5 MILES TO
 LA2115'A GRAVEL CROSS ROAD, THEN EAST 0.3
 LA2115'MILE TO MRS. QUINNS TENANT
 LA2115'HOUSE AND STATION ON SOUTH SIDE OF ROAD.
 LA2115'
 LA2115'REFERENCE MARK NO. 1 IS DISTANT 112.2 FEET, BEARING 179 DEG
 LA2115'(MAGNETIC).
 LA2115'REFERENCE MARK NO. 2 IS DISTANT 131.1 FEET, BEARING
 LA2115'285 DEG (MAGNETIC).  BOTH
 LA2115'REFERENCE MARKS ARE STANDARD BRONZE DISKS
 LA2115'SET IN CONCRETE, AND 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
 LA2115'DISTANCE FROM THE NORTHEAST CORNER OF THE BARN TO THE STATION WAS
 LA2115'FOUND TO BE 123 FEET, AND THE AZIMUTH
 LA2115'MARK WAS FOUND TO BE 56 FEET EAST OF THE CENTER OF THE HIGHWAY.
 LA2115'THE ORIGINAL DESCRIPTION IS CORRECT AND ADEQUATE.
 LA2115'
 LA2115'HEIGHT OF LIGHT PLATE- 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA0048 ***********************************************************************
 JA0048  DESIGNATION -  R 10
 JA0048  PID         -  JA0048
 JA0048  STATE/COUNTY-  IN/LAWRENCE
 JA0048  USGS QUAD   -  MITCHELL (1980)
 JA0048
 JA0048                         *CURRENT SURVEY CONTROL
 JA0048  ___________________________________________________________________
 JA0048* NAD 83(1986)-  38 43 55.     (N)    086 28 15.     (W)     SCALED    
 JA0048* NAVD 88     -       207.752  (meters)     681.60   (feet)  ADJUSTED  
 JA0048  ___________________________________________________________________
 JA0048  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JA0048  DYNAMIC HT  -         207.617 (meters)     681.16  (feet)  COMP
 JA0048  MODELED GRAV-     979,974.3   (mgal)                       NAVD 88
 JA0048
 JA0048  VERT ORDER  -  FIRST     CLASS II
 JA0048
 JA0048.The horizontal coordinates were scaled from a topographic map and have
 JA0048.an estimated accuracy of +/- 6 seconds.
 JA0048
 JA0048.The orthometric height was determined by differential leveling
 JA0048.and adjusted by the National Geodetic Survey in June 1991..
 JA0048
 JA0048.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA0048.See file dsdata.txt to determine how the superseded data were derived.
 JA0048
 JA0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEH459871(NAD 83)
 JA0048_MARKER: DB = BENCH MARK DISK
 JA0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA0048_STAMPING: R 10 1930 681.970
 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             NGS
 JA0048  HISTORY     - 1967     GOOD             NGS
 JA0048
 JA0048                          STATION DESCRIPTION
 JA0048
 JA0048'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1967
 JA0048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1584 ***********************************************************************
 LB1584  DESIGNATION -  R 100
 LB1584  PID         -  LB1584
 LB1584  STATE/COUNTY-  IN/WARREN
 LB1584  USGS QUAD   -  WEST LEBANON (1980)
 LB1584
 LB1584                         *CURRENT SURVEY CONTROL
 LB1584  ___________________________________________________________________
 LB1584* NAD 83(1986)-  40 16 46.     (N)    087 28 33.     (W)     SCALED    
 LB1584* NAVD 88     -       216.563  (meters)     710.51   (feet)  ADJUSTED  
 LB1584  ___________________________________________________________________
 LB1584  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LB1584  DYNAMIC HT  -         216.454 (meters)     710.15  (feet)  COMP
 LB1584  MODELED GRAV-     980,117.3   (mgal)                       NAVD 88
 LB1584
 LB1584  VERT ORDER  -  SECOND    CLASS 0
 LB1584
 LB1584.The horizontal coordinates were scaled from a topographic map and have
 LB1584.an estimated accuracy of +/- 6 seconds.
 LB1584
 LB1584.The orthometric height was determined by differential leveling
 LB1584.and adjusted by the National Geodetic Survey in June 1991..
 LB1584
 LB1584.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1584.See file dsdata.txt to determine how the superseded data were derived.
 LB1584
 LB1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK595588(NAD 83)
 LB1584_MARKER: DB = BENCH MARK DISK
 LB1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1584_STAMPING: R 100 1946
 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   NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 KA1054 ***********************************************************************
 KA1054  DESIGNATION -  R 101
 KA1054  PID         -  KA1054
 KA1054  STATE/COUNTY-  IN/PARKE
 KA1054  USGS QUAD   -  ROCKVILLE (1978)
 KA1054
 KA1054                         *CURRENT SURVEY CONTROL
 KA1054  ___________________________________________________________________
 KA1054* NAD 83(1986)-  39 52 29.     (N)    087 09 28.     (W)     SCALED    
 KA1054* NAVD 88     -       219.377  (meters)     719.74   (feet)  ADJUSTED  
 KA1054  ___________________________________________________________________
 KA1054  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KA1054  DYNAMIC HT  -         219.255 (meters)     719.34  (feet)  COMP
 KA1054  MODELED GRAV-     980,064.4   (mgal)                       NAVD 88
 KA1054
 KA1054  VERT ORDER  -  SECOND    CLASS 0
 KA1054
 KA1054.The horizontal coordinates were scaled from a topographic map and have
 KA1054.an estimated accuracy of +/- 6 seconds.
 KA1054
 KA1054.The orthometric height was determined by differential leveling
 KA1054.and adjusted by the National Geodetic Survey in June 1991..
 KA1054
 KA1054.The geoid height was determined by GEOID03.
 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     -   513,610.      893,630.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1054.See file dsdata.txt to determine how the superseded data were derived.
 KA1054
 KA1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK865138(NAD 83)
 KA1054_MARKER: DB = BENCH MARK DISK
 KA1054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1054_SP_SET: CULVERT
 KA1054_STAMPING: R 101 1946
 KA1054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1774 ***********************************************************************
 LB1774  DESIGNATION -  R 102
 LB1774  PID         -  LB1774
 LB1774  STATE/COUNTY-  IN/FOUNTAIN
 LB1774  USGS QUAD   -  HILLSBORO (1980)
 LB1774
 LB1774                         *CURRENT SURVEY CONTROL
 LB1774  ___________________________________________________________________
 LB1774* NAD 83(1986)-  40 05 08.     (N)    087 14 35.     (W)     SCALED    
 LB1774* NAVD 88     -       185.988  (meters)     610.20   (feet)  ADJUSTED  
 LB1774  ___________________________________________________________________
 LB1774  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LB1774  DYNAMIC HT  -         185.890 (meters)     609.87  (feet)  COMP
 LB1774  MODELED GRAV-     980,096.8   (mgal)                       NAVD 88
 LB1774
 LB1774  VERT ORDER  -  SECOND    CLASS 0
 LB1774
 LB1774.The horizontal coordinates were scaled from a topographic map and have
 LB1774.an estimated accuracy of +/- 6 seconds.
 LB1774
 LB1774.The orthometric height was determined by differential leveling
 LB1774.and adjusted by the National Geodetic Survey in June 1991..
 LB1774
 LB1774.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1774.See file dsdata.txt to determine how the superseded data were derived.
 LB1774
 LB1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK792372(NAD 83)
 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_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 = OCTOBER  6, 2006
 AE5115 ***********************************************************************
 AE5115  DESIGNATION -  R 103 RESET
 AE5115  PID         -  AE5115
 AE5115  STATE/COUNTY-  IN/FOUNTAIN
 AE5115  USGS QUAD   -  KINGMAN (1978)
 AE5115
 AE5115                         *CURRENT SURVEY CONTROL
 AE5115  ___________________________________________________________________
 AE5115* NAD 83(1986)-  39 57 36.     (N)    087 20 39.     (W)     SCALED    
 AE5115* NAVD 88     -       172.60   (+/-2cm)     566.3    (feet)  VERTCON   
 AE5115  ___________________________________________________________________
 AE5115  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AE5115
 AE5115  VERT ORDER  -  THIRD (See Below)
 AE5115
 AE5115.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 AE5115
 AE5115.The geoid height was determined by GEOID03.
 AE5115
 AE5115;                    North         East    Units  Estimated Accuracy
 AE5115;SPC IN W     -   523,110.      877,710.      MT  (+/- 180 meters Scaled)
 AE5115
 AE5115                          SUPERSEDED SURVEY CONTROL
 AE5115
 AE5115  NGVD 29 (04/16/04)  172.67   (m)          566.5    (f) RESET       3  
 AE5115
 AE5115.Superseded values are not recommended for survey control.
 AE5115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5115.See file dsdata.txt to determine how the superseded data were derived.
 AE5115
 AE5115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK706233(NAD 83)
 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 = OCTOBER  6, 2006
 KA0987 ***********************************************************************
 KA0987  DESIGNATION -  R 103 RESET 1974
 KA0987  PID         -  KA0987
 KA0987  STATE/COUNTY-  IN/FOUNTAIN
 KA0987  USGS QUAD   -  KINGMAN (1978)
 KA0987
 KA0987                         *CURRENT SURVEY CONTROL
 KA0987  ___________________________________________________________________
 KA0987* NAD 83(1986)-  39 57 36.     (N)    087 20 39.     (W)     SCALED    
 KA0987* NAVD 88     -       170.21   (meters)     558.4    (feet)  RESET     
 KA0987  ___________________________________________________________________
 KA0987  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KA0987
 KA0987  VERT ORDER  -  THIRD
 KA0987
 KA0987.The horizontal coordinates were scaled from a topographic map and have
 KA0987.an estimated accuracy of +/- 6 seconds.
 KA0987
 KA0987.The orthometric height was computed from unverified reset data.
 KA0987
 KA0987.The geoid height was determined by GEOID03.
 KA0987
 KA0987;                    North         East    Units  Estimated Accuracy
 KA0987;SPC IN W     -   523,110.      877,710.      MT  (+/- 180 meters Scaled)
 KA0987
 KA0987                          SUPERSEDED SURVEY CONTROL
 KA0987
 KA0987  NGVD 29 (04/16/04)  170.28   (m)          558.7    (f) RESET       3  
 KA0987
 KA0987.Superseded values are not recommended for survey control.
 KA0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0987.See file dsdata.txt to determine how the superseded data were derived.
 KA0987
 KA0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK706233(NAD 83)
 KA0987_MARKER: DB = BENCH MARK DISK
 KA0987_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA0987_SP_SET: BRIDGE
 KA0987_STAMPING: R 103 RESET 1974
 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 = OCTOBER  6, 2006
 KA1066 ***********************************************************************
 KA1066  DESIGNATION -  R 104 RESET 1968
 KA1066  PID         -  KA1066
 KA1066  STATE/COUNTY-  IN/MONTGOMERY
 KA1066  USGS QUAD   -  ALAMO (1980)
 KA1066
 KA1066                         *CURRENT SURVEY CONTROL
 KA1066  ___________________________________________________________________
 KA1066* NAD 83(1986)-  39 58 56.     (N)    087 03 28.     (W)     SCALED    
 KA1066* NAVD 88     -       247.18   (meters)     811.0    (feet)  RESET     
 KA1066  ___________________________________________________________________
 KA1066  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KA1066
 KA1066  VERT ORDER  -  THIRD
 KA1066
 KA1066.The horizontal coordinates were scaled from a topographic map and have
 KA1066.an estimated accuracy of +/- 6 seconds.
 KA1066
 KA1066.The orthometric height was computed from unverified reset data.
 KA1066
 KA1066.The geoid height was determined by GEOID03.
 KA1066
 KA1066;                    North         East    Units  Estimated Accuracy
 KA1066;SPC IN W     -   525,540.      902,180.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1066.See file dsdata.txt to determine how the superseded data were derived.
 KA1066
 KA1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK950257(NAD 83)
 KA1066_MARKER: DB = BENCH MARK DISK
 KA1066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1066_SP_SET: STEP
 KA1066_STAMPING: R 104 RESET 1968
 KA1066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1066
 KA1066  HISTORY     - Date     Condition        Report By
 KA1066  HISTORY     - 1968     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1375 ***********************************************************************
 ME1375  DESIGNATION -  R 105
 ME1375  PID         -  ME1375
 ME1375  STATE/COUNTY-  IN/NEWTON
 ME1375  USGS QUAD   -  FAIR OAKS (1980)
 ME1375
 ME1375                         *CURRENT SURVEY CONTROL
 ME1375  ___________________________________________________________________
 ME1375* NAD 83(1986)-  41 00 48.     (N)    087 19 59.     (W)     SCALED    
 ME1375* NAVD 88     -       204.645  (meters)     671.41   (feet)  ADJUSTED  
 ME1375  ___________________________________________________________________
 ME1375  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 ME1375  DYNAMIC HT  -         204.557 (meters)     671.12  (feet)  COMP
 ME1375  MODELED GRAV-     980,188.5   (mgal)                       NAVD 88
 ME1375
 ME1375  VERT ORDER  -  SECOND    CLASS 0
 ME1375
 ME1375.The horizontal coordinates were scaled from a topographic map and have
 ME1375.an estimated accuracy of +/- 6 seconds.
 ME1375
 ME1375.The orthometric height was determined by differential leveling
 ME1375.and adjusted by the National Geodetic Survey in June 1991..
 ME1375
 ME1375.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1375.See file dsdata.txt to determine how the superseded data were derived.
 ME1375
 ME1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL719402(NAD 83)
 ME1375_MARKER: DB = BENCH MARK DISK
 ME1375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1375_SP_SET: CULVERT
 ME1375_STAMPING: R 105 1946
 ME1375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1375
 ME1375  HISTORY     - Date     Condition        Report By
 ME1375  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1309 ***********************************************************************
 LB1309  DESIGNATION -  R 106
 LB1309  PID         -  LB1309
 LB1309  STATE/COUNTY-  IN/NEWTON
 LB1309  USGS QUAD   -  MOUNT AYR (1980)
 LB1309
 LB1309                         *CURRENT SURVEY CONTROL
 LB1309  ___________________________________________________________________
 LB1309* NAD 83(1986)-  40 54 40.     (N)    087 18 24.     (W)     SCALED    
 LB1309* NAVD 88     -       202.156  (meters)     663.24   (feet)  ADJUSTED  
 LB1309  ___________________________________________________________________
 LB1309  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 LB1309  DYNAMIC HT  -         202.068 (meters)     662.95  (feet)  COMP
 LB1309  MODELED GRAV-     980,184.6   (mgal)                       NAVD 88
 LB1309
 LB1309  VERT ORDER  -  SECOND    CLASS 0
 LB1309
 LB1309.The horizontal coordinates were scaled from a topographic map and have
 LB1309.an estimated accuracy of +/- 6 seconds.
 LB1309
 LB1309.The orthometric height was determined by differential leveling
 LB1309.and adjusted by the National Geodetic Survey in June 1991..
 LB1309
 LB1309.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1309.See file dsdata.txt to determine how the superseded data were derived.
 LB1309
 LB1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL741289(NAD 83)
 LB1309_MARKER: DB = BENCH MARK DISK
 LB1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1309_STAMPING: R 106 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1087 ***********************************************************************
 LB1087  DESIGNATION -  R 107
 LB1087  PID         -  LB1087
 LB1087  STATE/COUNTY-  IN/WHITE
 LB1087  USGS QUAD   -  MONON (1980)
 LB1087
 LB1087                         *CURRENT SURVEY CONTROL
 LB1087  ___________________________________________________________________
 LB1087* NAD 83(1986)-  40 52 04.     (N)    086 56 23.     (W)     SCALED    
 LB1087* NAVD 88     -       206.308  (meters)     676.86   (feet)  ADJUSTED  
 LB1087  ___________________________________________________________________
 LB1087  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 LB1087  DYNAMIC HT  -         206.216 (meters)     676.56  (feet)  COMP
 LB1087  MODELED GRAV-     980,172.1   (mgal)                       NAVD 88
 LB1087
 LB1087  VERT ORDER  -  SECOND    CLASS 0
 LB1087
 LB1087.The horizontal coordinates were scaled from a topographic map and have
 LB1087.an estimated accuracy of +/- 6 seconds.
 LB1087
 LB1087.The orthometric height was determined by differential leveling
 LB1087.and adjusted by the National Geodetic Survey in June 1991..
 LB1087
 LB1087.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1087.See file dsdata.txt to determine how the superseded data were derived.
 LB1087
 LB1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL050240(NAD 83)
 LB1087_MARKER: DB = BENCH MARK DISK
 LB1087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1087_SP_SET: CULVERT
 LB1087_STAMPING: R 107 1946
 LB1087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1087
 LB1087  HISTORY     - Date     Condition        Report By
 LB1087  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1360 ***********************************************************************
 LB1360  DESIGNATION -  R 108
 LB1360  PID         -  LB1360
 LB1360  STATE/COUNTY-  IN/JASPER
 LB1360  USGS QUAD   -  RENSSELAER (1980)
 LB1360
 LB1360                         *CURRENT SURVEY CONTROL
 LB1360  ___________________________________________________________________
 LB1360* NAD 83(1986)-  40 59 38.     (N)    087 09 02.     (W)     SCALED    
 LB1360* NAVD 88     -       209.280  (meters)     686.61   (feet)  ADJUSTED  
 LB1360  ___________________________________________________________________
 LB1360  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 LB1360  DYNAMIC HT  -         209.190 (meters)     686.32  (feet)  COMP
 LB1360  MODELED GRAV-     980,187.9   (mgal)                       NAVD 88
 LB1360
 LB1360  VERT ORDER  -  SECOND    CLASS 0
 LB1360
 LB1360.The horizontal coordinates were scaled from a topographic map and have
 LB1360.an estimated accuracy of +/- 6 seconds.
 LB1360
 LB1360.The orthometric height was determined by differential leveling
 LB1360.and adjusted by the National Geodetic Survey in June 1991..
 LB1360
 LB1360.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1360.See file dsdata.txt to determine how the superseded data were derived.
 LB1360
 LB1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL873380(NAD 83)
 LB1360_MARKER: DB = BENCH MARK DISK
 LB1360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1360_SP_SET: CULVERT
 LB1360_STAMPING: R 108 1946
 LB1360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1360
 LB1360  HISTORY     - Date     Condition        Report By
 LB1360  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1450 ***********************************************************************
 LB1450  DESIGNATION -  R 109 RESET 1956
 LB1450  PID         -  LB1450
 LB1450  STATE/COUNTY-  IN/NEWTON
 LB1450  USGS QUAD   -  GOODLAND (1976)
 LB1450
 LB1450                         *CURRENT SURVEY CONTROL
 LB1450  ___________________________________________________________________
 LB1450* NAD 83(1986)-  40 45 56.     (N)    087 19 45.     (W)     SCALED    
 LB1450* NAVD 88     -       212.63   (meters)     697.6    (feet)  RESET     
 LB1450  ___________________________________________________________________
 LB1450  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 LB1450
 LB1450  VERT ORDER  -  THIRD
 LB1450
 LB1450.The horizontal coordinates were scaled from a topographic map and have
 LB1450.an estimated accuracy of +/- 6 seconds.
 LB1450
 LB1450.The orthometric height was computed from unverified reset data.
 LB1450
 LB1450.The geoid height was determined by GEOID03.
 LB1450
 LB1450;                    North         East    Units  Estimated Accuracy
 LB1450;SPC IN W     -   612,550.      879,240.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1450.See file dsdata.txt to determine how the superseded data were derived.
 LB1450
 LB1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL722127(NAD 83)
 LB1450_MARKER: DB = BENCH MARK DISK
 LB1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1450_STAMPING: R 109 RESET 1956
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1429 ***********************************************************************
 ME1429  DESIGNATION -  R 110
 ME1429  PID         -  ME1429
 ME1429  STATE/COUNTY-  IN/JASPER
 ME1429  USGS QUAD   -  GIFFORD (1962)
 ME1429
 ME1429                         *CURRENT SURVEY CONTROL
 ME1429  ___________________________________________________________________
 ME1429* NAD 83(1986)-  41 01 37.     (N)    087 01 36.     (W)     SCALED    
 ME1429* NAVD 88     -       208.377  (meters)     683.65   (feet)  ADJUSTED  
 ME1429  ___________________________________________________________________
 ME1429  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME1429  DYNAMIC HT  -         208.286 (meters)     683.35  (feet)  COMP
 ME1429  MODELED GRAV-     980,183.4   (mgal)                       NAVD 88
 ME1429
 ME1429  VERT ORDER  -  SECOND    CLASS 0
 ME1429
 ME1429.The horizontal coordinates were scaled from a topographic map and have
 ME1429.an estimated accuracy of +/- 6 seconds.
 ME1429
 ME1429.The orthometric height was determined by differential leveling
 ME1429.and adjusted by the National Geodetic Survey in June 1991..
 ME1429
 ME1429.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1429.See file dsdata.txt to determine how the superseded data were derived.
 ME1429
 ME1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL977417(NAD 83)
 ME1429_MARKER: DB = BENCH MARK DISK
 ME1429_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1429_SP_SET: CULVERT
 ME1429_STAMPING: R 110 1946
 ME1429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1429
 ME1429  HISTORY     - Date     Condition        Report By
 ME1429  HISTORY     - 1946     MONUMENTED       CGS
 ME1429  HISTORY     - 20050830 MARK NOT FOUND   BUTLER
 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 AND SEUFERT INC 2005 (JRC)
 ME1429'THE CULVERT HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2731 ***********************************************************************
 LB2731  DESIGNATION -  R 111 A
 LB2731  PID         -  LB2731
 LB2731  STATE/COUNTY-  IN/MONTGOMERY
 LB2731  USGS QUAD   -  DARLINGTON (1980)
 LB2731
 LB2731                         *CURRENT SURVEY CONTROL
 LB2731  ___________________________________________________________________
 LB2731* NAD 83(1986)-  40 02 49.     (N)    086 48 36.     (W)     SCALED    
 LB2731* NAVD 88     -       242.98   (meters)     797.2    (feet)  RESET     
 LB2731  ___________________________________________________________________
 LB2731  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 LB2731
 LB2731  VERT ORDER  -  THIRD
 LB2731
 LB2731.The horizontal coordinates were scaled from a topographic map and have
 LB2731.an estimated accuracy of +/- 6 seconds.
 LB2731
 LB2731.The orthometric height was computed from unverified reset data.
 LB2731
 LB2731.The geoid height was determined by GEOID03.
 LB2731
 LB2731;                    North         East    Units  Estimated Accuracy
 LB2731;SPC IN W     -   532,770.      923,320.      MT  (+/- 180 meters Scaled)
 LB2731
 LB2731                          SUPERSEDED SURVEY CONTROL
 LB2731
 LB2731  NGVD 29 (04/16/04)  243.08   (m)          797.5    (f) RESET       3  
 LB2731
 LB2731.Superseded values are not recommended for survey control.
 LB2731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2731.See file dsdata.txt to determine how the superseded data were derived.
 LB2731
 LB2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK162329(NAD 83)
 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 = OCTOBER  6, 2006
 LB0617 ***********************************************************************
 LB0617  DESIGNATION -  R 112
 LB0617  PID         -  LB0617
 LB0617  STATE/COUNTY-  IN/BOONE
 LB0617  USGS QUAD   -  LEBANON (1979)
 LB0617
 LB0617                         *CURRENT SURVEY CONTROL
 LB0617  ___________________________________________________________________
 LB0617* NAD 83(1986)-  40 02 21.     (N)    086 25 38.     (W)     SCALED    
 LB0617* NAVD 88     -       288.221  (meters)     945.61   (feet)  ADJUSTED  
 LB0617  ___________________________________________________________________
 LB0617  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 LB0617  DYNAMIC HT  -         288.061 (meters)     945.08  (feet)  COMP
 LB0617  MODELED GRAV-     980,063.7   (mgal)                       NAVD 88
 LB0617
 LB0617  VERT ORDER  -  SECOND    CLASS 0
 LB0617
 LB0617.The horizontal coordinates were scaled from a topographic map and have
 LB0617.an estimated accuracy of +/- 6 seconds.
 LB0617
 LB0617.The orthometric height was determined by differential leveling
 LB0617.and adjusted by the National Geodetic Survey in June 1991..
 LB0617
 LB0617.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0617.See file dsdata.txt to determine how the superseded data were derived.
 LB0617
 LB0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK488322(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0858 ***********************************************************************
 LB0858  DESIGNATION -  R 113
 LB0858  PID         -  LB0858
 LB0858  STATE/COUNTY-  IN/BOONE
 LB0858  USGS QUAD   -  THORNTOWN (1991)
 LB0858
 LB0858                         *CURRENT SURVEY CONTROL
 LB0858  ___________________________________________________________________
 LB0858* NAD 83(1986)-  40 07 35.     (N)    086 32 40.     (W)     SCALED    
 LB0858* NAVD 88     -       269.451  (meters)     884.02   (feet)  ADJUSTED  
 LB0858  ___________________________________________________________________
 LB0858  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 LB0858  DYNAMIC HT  -         269.305 (meters)     883.54  (feet)  COMP
 LB0858  MODELED GRAV-     980,075.7   (mgal)                       NAVD 88
 LB0858
 LB0858  VERT ORDER  -  SECOND    CLASS 0
 LB0858
 LB0858.The horizontal coordinates were scaled from a topographic map and have
 LB0858.an estimated accuracy of +/- 6 seconds.
 LB0858
 LB0858.The orthometric height was determined by differential leveling
 LB0858.and adjusted by the National Geodetic Survey in June 1991..
 LB0858
 LB0858.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 LB0858;SPC IN W     -   541,690.      945,930.      MT  (+/- 180 meters Scaled)
 LB0858
 LB0858                          SUPERSEDED SURVEY CONTROL
 LB0858
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0858.See file dsdata.txt to determine how the superseded data were derived.
 LB0858
 LB0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK388418(NAD 83)
 LB0858_MARKER: DB = BENCH MARK DISK
 LB0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0858_STAMPING: R 113 1946
 LB0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0858+STABILITY: SURFACE MOTION
 LB0858
 LB0858  HISTORY     - Date     Condition        Report By
 LB0858  HISTORY     - 1946     MONUMENTED       CGS
 LB0858  HISTORY     - 1977     GOOD             LOCENG
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0917 ***********************************************************************
 LB0917  DESIGNATION -  R 114 RESET 1953
 LB0917  PID         -  LB0917
 LB0917  STATE/COUNTY-  IN/CLINTON
 LB0917  USGS QUAD   -  FRANKFORT (1991)
 LB0917
 LB0917                         *CURRENT SURVEY CONTROL
 LB0917  ___________________________________________________________________
 LB0917* NAD 83(1986)-  40 15 52.     (N)    086 30 37.     (W)     SCALED    
 LB0917* NAVD 88     -       264.39   (meters)     867.4    (feet)  RESET     
 LB0917  ___________________________________________________________________
 LB0917  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 LB0917
 LB0917  VERT ORDER  -  THIRD
 LB0917
 LB0917.The horizontal coordinates were scaled from a topographic map and have
 LB0917.an estimated accuracy of +/- 6 seconds.
 LB0917
 LB0917.The orthometric height was computed from unverified reset data.
 LB0917
 LB0917.The geoid height was determined by GEOID03.
 LB0917
 LB0917;                    North         East    Units  Estimated Accuracy
 LB0917;SPC IN W     -   557,040.      948,750.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0917.See file dsdata.txt to determine how the superseded data were derived.
 LB0917
 LB0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK416572(NAD 83)
 LB0917_MARKER: DB = BENCH MARK DISK
 LB0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0917_STAMPING: R 114 RESET 1953
 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             NGS
 LB0917
 LB0917                          STATION DESCRIPTION
 LB0917
 LB0917'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0092 ***********************************************************************
 LB0092  DESIGNATION -  R 115
 LB0092  PID         -  LB0092
 LB0092  STATE/COUNTY-  IN/CARROLL
 LB0092  USGS QUAD   -  DEER CREEK (1962)
 LB0092
 LB0092                         *CURRENT SURVEY CONTROL
 LB0092  ___________________________________________________________________
 LB0092* NAD 83(1986)-  40 36 35.     (N)    086 23 29.     (W)     SCALED    
 LB0092* NAVD 88     -       215.531  (meters)     707.12   (feet)  ADJUSTED  
 LB0092  ___________________________________________________________________
 LB0092  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 LB0092  DYNAMIC HT  -         215.425 (meters)     706.77  (feet)  COMP
 LB0092  MODELED GRAV-     980,125.3   (mgal)                       NAVD 88
 LB0092
 LB0092  VERT ORDER  -  SECOND    CLASS 0
 LB0092
 LB0092.The horizontal coordinates were scaled from a topographic map and have
 LB0092.an estimated accuracy of +/- 6 seconds.
 LB0092
 LB0092.The orthometric height was determined by differential leveling
 LB0092.and adjusted by the National Geodetic Survey in June 1991..
 LB0092
 LB0092.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0092.See file dsdata.txt to determine how the superseded data were derived.
 LB0092
 LB0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK514956(NAD 83)
 LB0092_MARKER: DB = BENCH MARK DISK
 LB0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0092_STAMPING: R 115 1946
 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 = OCTOBER  6, 2006
 LB0004 ***********************************************************************
 LB0004  DESIGNATION -  R 116
 LB0004  PID         -  LB0004
 LB0004  STATE/COUNTY-  IN/CARROLL
 LB0004  USGS QUAD   -  DEER CREEK (1962)
 LB0004
 LB0004                         *CURRENT SURVEY CONTROL
 LB0004  ___________________________________________________________________
 LB0004* NAD 83(1997)-  40 32 49.15668(N)    086 23 30.53993(W)     ADJUSTED  
 LB0004* NAVD 88     -       233.929  (meters)     767.48   (feet)  ADJUSTED  
 LB0004  ___________________________________________________________________
 LB0004  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 LB0004  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 LB0004  DYNAMIC HT  -         233.811 (meters)     767.09  (feet)  COMP
 LB0004  MODELED GRAV-     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
 LB0004.and adjusted by the National Geodetic Survey in June 1991..
 LB0004
 LB0004.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB0004
 LB0004.The geoid height was determined by GEOID03.
 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;                    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;SPC IN E     -   588,505.790    38,575.356   MT  1.00001309   -0 28 17.1
 LB0004;SPC IN E     - 1,930,789.41    126,559.31   sFT  1.00001309   -0 28 17.1
 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     -   0.99996867  x   1.00000888  =   0.99997755
 LB0004!SPC IN E     -   0.99996867  x   1.00001309  =   0.99998176
 LB0004!UTM  16      -   0.99996867  x   0.99963264  =   0.99960132
 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
 LB0004.Superseded values are not recommended for survey control.
 LB0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0004.See file dsdata.txt to determine how the superseded data were derived.
 LB0004
 LB0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK5149888648(NAD 83)
 LB0004_MARKER: DB = BENCH MARK DISK
 LB0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0004_STAMPING: R 116 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1954
 LB0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0451 ***********************************************************************
 LB0451  DESIGNATION -  R 117
 LB0451  PID         -  LB0451
 LB0451  STATE/COUNTY-  IN/CLINTON
 LB0451  USGS QUAD   -  BURLINGTON (1984)
 LB0451
 LB0451                         *CURRENT SURVEY CONTROL
 LB0451  ___________________________________________________________________
 LB0451* NAD 83(1986)-  40 23 14.     (N)    086 28 06.     (W)     SCALED    
 LB0451* NAVD 88     -       252.082  (meters)     827.04   (feet)  ADJUSTED  
 LB0451  ___________________________________________________________________
 LB0451  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 LB0451  DYNAMIC HT  -         251.951 (meters)     826.61  (feet)  COMP
 LB0451  MODELED GRAV-     980,101.0   (mgal)                       NAVD 88
 LB0451
 LB0451  VERT ORDER  -  SECOND    CLASS 0
 LB0451
 LB0451.The horizontal coordinates were scaled from a topographic map and have
 LB0451.an estimated accuracy of +/- 6 seconds.
 LB0451
 LB0451.The orthometric height was determined by differential leveling
 LB0451.and adjusted by the National Geodetic Survey in June 1991..
 LB0451
 LB0451.The geoid height was determined by GEOID03.
 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     -   570,690.      952,220.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0451.See file dsdata.txt to determine how the superseded data were derived.
 LB0451
 LB0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK451708(NAD 83)
 LB0451_MARKER: DB = BENCH MARK DISK
 LB0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0451_STAMPING: R 117 1946
 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 = OCTOBER  6, 2006
 LB0959 ***********************************************************************
 LB0959  DESIGNATION -  R 118
 LB0959  PID         -  LB0959
 LB0959  STATE/COUNTY-  IN/CARROLL
 LB0959  USGS QUAD   -  FLORA (1986)
 LB0959
 LB0959                         *CURRENT SURVEY CONTROL
 LB0959  ___________________________________________________________________
 LB0959* NAD 83(1986)-  40 36 13.     (N)    086 32 04.     (W)     SCALED    
 LB0959* NAVD 88     -       190.743  (meters)     625.80   (feet)  ADJUSTED  
 LB0959  ___________________________________________________________________
 LB0959  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 LB0959  DYNAMIC HT  -         190.650 (meters)     625.49  (feet)  COMP
 LB0959  MODELED GRAV-     980,133.1   (mgal)                       NAVD 88
 LB0959
 LB0959  VERT ORDER  -  SECOND    CLASS 0
 LB0959
 LB0959.The horizontal coordinates were scaled from a topographic map and have
 LB0959.an estimated accuracy of +/- 6 seconds.
 LB0959
 LB0959.The orthometric height was determined by differential leveling
 LB0959.and adjusted by the National Geodetic Survey in June 1991..
 LB0959
 LB0959.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0959.See file dsdata.txt to determine how the superseded data were derived.
 LB0959
 LB0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK393948(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0976 ***********************************************************************
 LB0976  DESIGNATION -  R 119
 LB0976  PID         -  LB0976
 LB0976  STATE/COUNTY-  IN/CARROLL
 LB0976  USGS QUAD   -  DELPHI (1979)
 LB0976
 LB0976                         *CURRENT SURVEY CONTROL
 LB0976  ___________________________________________________________________
 LB0976* NAD 83(1986)-  40 35 03.     (N)    086 40 21.     (W)     SCALED    
 LB0976* NAVD 88     -       169.778  (meters)     557.01   (feet)  ADJUSTED  
 LB0976  ___________________________________________________________________
 LB0976  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LB0976  DYNAMIC HT  -         169.695 (meters)     556.74  (feet)  COMP
 LB0976  MODELED GRAV-     980,135.8   (mgal)                       NAVD 88
 LB0976
 LB0976  VERT ORDER  -  SECOND    CLASS 0
 LB0976
 LB0976.The horizontal coordinates were scaled from a topographic map and have
 LB0976.an estimated accuracy of +/- 6 seconds.
 LB0976
 LB0976.The orthometric height was determined by differential leveling
 LB0976.and adjusted by the National Geodetic Survey in June 1991..
 LB0976
 LB0976.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0976.See file dsdata.txt to determine how the superseded data were derived.
 LB0976
 LB0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK277926(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB0976
 LB0976  HISTORY     - Date     Condition        Report By
 LB0976  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0340 ***********************************************************************
 KA0340  DESIGNATION -  R 12
 KA0340  PID         -  KA0340
 KA0340  STATE/COUNTY-  IN/GREENE
 KA0340  USGS QUAD   -  BLOOMFIELD (1980)
 KA0340
 KA0340                         *CURRENT SURVEY CONTROL
 KA0340  ___________________________________________________________________
 KA0340* NAD 83(1986)-  39 01 32.     (N)    086 58 13.     (W)     SCALED    
 KA0340* NAVD 88     -       154.147  (meters)     505.73   (feet)  ADJUSTED  
 KA0340  ___________________________________________________________________
 KA0340  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KA0340  DYNAMIC HT  -         154.053 (meters)     505.42  (feet)  COMP
 KA0340  MODELED GRAV-     980,014.3   (mgal)                       NAVD 88
 KA0340
 KA0340  VERT ORDER  -  FIRST     CLASS II
 KA0340
 KA0340.The horizontal coordinates were scaled from a topographic map and have
 KA0340.an estimated accuracy of +/- 6 seconds.
 KA0340
 KA0340.The orthometric height was determined by differential leveling
 KA0340.and adjusted by the National Geodetic Survey in June 1991..
 KA0340
 KA0340.The geoid height was determined by GEOID03.
 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     -   419,340.      909,790.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0340.See file dsdata.txt to determine how the superseded data were derived.
 KA0340
 KA0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ025196(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA0340
 KA0340  HISTORY     - Date     Condition        Report By
 KA0340  HISTORY     - 1930     MONUMENTED       CGS
 KA0340  HISTORY     - 1946     GOOD             NGS
 KA0340  HISTORY     - 1985     MARK NOT FOUND   NGS
 KA0340
 KA0340                          STATION DESCRIPTION
 KA0340
 KA0340'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB0700 ***********************************************************************
 LB0700  DESIGNATION -  R 120
 LB0700  PID         -  LB0700
 LB0700  STATE/COUNTY-  IN/TIPPECANOE
 LB0700  USGS QUAD   -  PYRMONT (1961)
 LB0700
 LB0700                         *CURRENT SURVEY CONTROL
 LB0700  ___________________________________________________________________
 LB0700* NAD 83(1986)-  40 28 29.     (N)    086 43 56.     (W)     SCALED    
 LB0700* NAVD 88     -       204.396  (meters)     670.59   (feet)  ADJUSTED  
 LB0700  ___________________________________________________________________
 LB0700  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 LB0700  DYNAMIC HT  -         204.295 (meters)     670.26  (feet)  COMP
 LB0700  MODELED GRAV-     980,126.9   (mgal)                       NAVD 88
 LB0700
 LB0700  VERT ORDER  -  SECOND    CLASS 0
 LB0700
 LB0700.The horizontal coordinates were scaled from a topographic map and have
 LB0700.an estimated accuracy of +/- 6 seconds.
 LB0700
 LB0700.The orthometric height was determined by differential leveling
 LB0700.and adjusted by the National Geodetic Survey in June 1991..
 LB0700
 LB0700.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0700.See file dsdata.txt to determine how the superseded data were derived.
 LB0700
 LB0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK226804(NAD 83)
 LB0700_MARKER: DB = BENCH MARK DISK
 LB0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0700_STAMPING: R 120 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2714 ***********************************************************************
 LB2714  DESIGNATION -  R 120 RESET
 LB2714  PID         -  LB2714
 LB2714  STATE/COUNTY-  IN/TIPPECANOE
 LB2714  USGS QUAD   -  PYRMONT (1961)
 LB2714
 LB2714                         *CURRENT SURVEY CONTROL
 LB2714  ___________________________________________________________________
 LB2714* NAD 83(1986)-  40 28 29.     (N)    086 43 56.     (W)     SCALED    
 LB2714* NAVD 88     -       204.40   (meters)     670.6    (feet)  RESET     
 LB2714  ___________________________________________________________________
 LB2714  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 LB2714
 LB2714  VERT ORDER  -  THIRD
 LB2714
 LB2714.The horizontal coordinates were scaled from a topographic map and have
 LB2714.an estimated accuracy of +/- 6 seconds.
 LB2714
 LB2714.The orthometric height was computed from unverified reset data.
 LB2714
 LB2714.The geoid height was determined by GEOID03.
 LB2714
 LB2714;                    North         East    Units  Estimated Accuracy
 LB2714;SPC IN W     -   580,290.      929,770.      MT  (+/- 180 meters Scaled)
 LB2714
 LB2714                          SUPERSEDED SURVEY CONTROL
 LB2714
 LB2714  NGVD 29 (04/16/04)  204.50   (m)          670.9    (f) RESET       3  
 LB2714
 LB2714.Superseded values are not recommended for survey control.
 LB2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2714.See file dsdata.txt to determine how the superseded data were derived.
 LB2714
 LB2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK226804(NAD 83)
 LB2714_MARKER: DB = BENCH MARK DISK
 LB2714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2714_SP_SET: CONCRETE POST
 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   BUTLER
 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 AND SEUFERT INC 2004 (JRC)
 LB2714'CONCRETE REMAINS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA0662 ***********************************************************************
 KA0662  DESIGNATION -  R 121
 KA0662  PID         -  KA0662
 KA0662  STATE/COUNTY-  IN/PUTNAM
 KA0662  USGS QUAD   -  GREENCASTLE (1986)
 KA0662
 KA0662                         *CURRENT SURVEY CONTROL
 KA0662  ___________________________________________________________________
 KA0662* NAD 83(1986)-  39 40 35.     (N)    086 45 56.     (W)     SCALED    
 KA0662* NAVD 88     -       258.325  (meters)     847.52   (feet)  POSTED    
 KA0662  ___________________________________________________________________
 KA0662  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KA0662  DYNAMIC HT  -         258.180 (meters)     847.05  (feet)  COMP
 KA0662  MODELED GRAV-     980,056.1   (mgal)                       NAVD 88
 KA0662
 KA0662  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KA0662
 KA0662.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KA0662.rate of 1.1 thru 2.0 mm/km.
 KA0662
 KA0662.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0662.See file dsdata.txt to determine how the superseded data were derived.
 KA0662
 KA0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ201918(NAD 83)
 KA0662_MARKER: DB = BENCH MARK DISK
 KA0662_SETTING: 66 = SET IN ROCK OUTCROP
 KA0662_SP_SET: ROCK CUT
 KA0662_STAMPING: R 121 1946
 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 = OCTOBER  6, 2006
 LB1385 ***********************************************************************
 LB1385  DESIGNATION -  R 122
 LB1385  PID         -  LB1385
 LB1385  STATE/COUNTY-  IN/BENTON
 LB1385  USGS QUAD   -  FOWLER (1980)
 LB1385
 LB1385                         *CURRENT SURVEY CONTROL
 LB1385  ___________________________________________________________________
 LB1385* NAD 83(1986)-  40 37 00.     (N)    087 19 14.     (W)     SCALED    
 LB1385* NAVD 88     -       251.864  (meters)     826.32   (feet)  ADJUSTED  
 LB1385  ___________________________________________________________________
 LB1385  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 LB1385  DYNAMIC HT  -         251.742 (meters)     825.92  (feet)  COMP
 LB1385  MODELED GRAV-     980,133.6   (mgal)                       NAVD 88
 LB1385
 LB1385  VERT ORDER  -  SECOND    CLASS 0
 LB1385
 LB1385.The horizontal coordinates were scaled from a topographic map and have
 LB1385.an estimated accuracy of +/- 6 seconds.
 LB1385
 LB1385.The orthometric height was determined by differential leveling
 LB1385.and adjusted by the National Geodetic Survey in June 1991..
 LB1385
 LB1385.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1385.See file dsdata.txt to determine how the superseded data were derived.
 LB1385
 LB1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK728962(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1385
 LB1385  HISTORY     - Date     Condition        Report By
 LB1385  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1113 ***********************************************************************
 LB1113  DESIGNATION -  R 123
 LB1113  PID         -  LB1113
 LB1113  STATE/COUNTY-  IN/WHITE
 LB1113  USGS QUAD   -  BROOKSTON SW (1980)
 LB1113
 LB1113                         *CURRENT SURVEY CONTROL
 LB1113  ___________________________________________________________________
 LB1113* NAD 83(1986)-  40 36 19.     (N)    086 54 17.     (W)     SCALED    
 LB1113* NAVD 88     -       211.641  (meters)     694.36   (feet)  ADJUSTED  
 LB1113  ___________________________________________________________________
 LB1113  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 LB1113  DYNAMIC HT  -         211.540 (meters)     694.03  (feet)  COMP
 LB1113  MODELED GRAV-     980,142.1   (mgal)                       NAVD 88
 LB1113
 LB1113  VERT ORDER  -  SECOND    CLASS 0
 LB1113
 LB1113.The horizontal coordinates were scaled from a topographic map and have
 LB1113.an estimated accuracy of +/- 6 seconds.
 LB1113
 LB1113.The orthometric height was determined by differential leveling
 LB1113.and adjusted by the National Geodetic Survey in June 1991..
 LB1113
 LB1113.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1113.See file dsdata.txt to determine how the superseded data were derived.
 LB1113
 LB1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK080949(NAD 83)
 LB1113_MARKER: DB = BENCH MARK DISK
 LB1113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1113_SP_SET: CULVERT
 LB1113_STAMPING: R 123 1946
 LB1113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1216 ***********************************************************************
 LB1216  DESIGNATION -  R 124
 LB1216  PID         -  LB1216
 LB1216  STATE/COUNTY-  IN/BENTON
 LB1216  USGS QUAD   -  MOUNT GILBOA (1962)
 LB1216
 LB1216                         *CURRENT SURVEY CONTROL
 LB1216  ___________________________________________________________________
 LB1216* NAD 83(1986)-  40 39 40.     (N)    087 09 12.     (W)     SCALED    
 LB1216* NAVD 88     -       229.815  (meters)     753.98   (feet)  ADJUSTED  
 LB1216  ___________________________________________________________________
 LB1216  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 LB1216  DYNAMIC HT  -         229.705 (meters)     753.62  (feet)  COMP
 LB1216  MODELED GRAV-     980,141.1   (mgal)                       NAVD 88
 LB1216
 LB1216  VERT ORDER  -  SECOND    CLASS 0
 LB1216
 LB1216.The horizontal coordinates were scaled from a topographic map and have
 LB1216.an estimated accuracy of +/- 6 seconds.
 LB1216
 LB1216.The orthometric height was determined by differential leveling
 LB1216.and adjusted by the National Geodetic Survey in June 1991..
 LB1216
 LB1216.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1216.See file dsdata.txt to determine how the superseded data were derived.
 LB1216
 LB1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL870011(NAD 83)
 LB1216_MARKER: DB = BENCH MARK DISK
 LB1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1216_STAMPING: R 124 1946
 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 = OCTOBER  6, 2006
 LB1180 ***********************************************************************
 LB1180  DESIGNATION -  R 125
 LB1180  PID         -  LB1180
 LB1180  STATE/COUNTY-  IN/WHITE
 LB1180  USGS QUAD   -  MONTICELLO SOUTH (1987)
 LB1180
 LB1180                         *CURRENT SURVEY CONTROL
 LB1180  ___________________________________________________________________
 LB1180* NAD 83(1986)-  40 40 22.     (N)    086 52 14.     (W)     SCALED    
 LB1180* NAVD 88     -       215.219  (meters)     706.10   (feet)  ADJUSTED  
 LB1180  ___________________________________________________________________
 LB1180  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 LB1180  DYNAMIC HT  -         215.117 (meters)     705.76  (feet)  COMP
 LB1180  MODELED GRAV-     980,149.2   (mgal)                       NAVD 88
 LB1180
 LB1180  VERT ORDER  -  SECOND    CLASS 0
 LB1180
 LB1180.The horizontal coordinates were scaled from a topographic map and have
 LB1180.an estimated accuracy of +/- 6 seconds.
 LB1180
 LB1180.The orthometric height was determined by differential leveling
 LB1180.and adjusted by the National Geodetic Survey in June 1991..
 LB1180
 LB1180.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1180.See file dsdata.txt to determine how the superseded data were derived.
 LB1180
 LB1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL109024(NAD 83)
 LB1180_MARKER: DB = BENCH MARK DISK
 LB1180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1180_SP_SET: CULVERT
 LB1180_STAMPING: R 125 1946
 LB1180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1064 ***********************************************************************
 LB1064  DESIGNATION -  R 126
 LB1064  PID         -  LB1064
 LB1064  STATE/COUNTY-  IN/WHITE
 LB1064  USGS QUAD   -  IDAVILLE (1977)
 LB1064
 LB1064                         *CURRENT SURVEY CONTROL
 LB1064  ___________________________________________________________________
 LB1064* NAD 83(1986)-  40 52 07.     (N)    086 38 19.     (W)     SCALED    
 LB1064* NAVD 88     -       213.038  (meters)     698.94   (feet)  ADJUSTED  
 LB1064  ___________________________________________________________________
 LB1064  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 LB1064  DYNAMIC HT  -         212.942 (meters)     698.63  (feet)  COMP
 LB1064  MODELED GRAV-     980,171.5   (mgal)                       NAVD 88
 LB1064
 LB1064  VERT ORDER  -  SECOND    CLASS 0
 LB1064
 LB1064.The horizontal coordinates were scaled from a topographic map and have
 LB1064.an estimated accuracy of +/- 6 seconds.
 LB1064
 LB1064.The orthometric height was determined by differential leveling
 LB1064.and adjusted by the National Geodetic Survey in June 1991..
 LB1064
 LB1064.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1064.See file dsdata.txt to determine how the superseded data were derived.
 LB1064
 LB1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL304242(NAD 83)
 LB1064_MARKER: DB = BENCH MARK DISK
 LB1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1064_STAMPING: R 126 1946
 LB1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1064+STABILITY: SURFACE MOTION
 LB1064
 LB1064  HISTORY     - Date     Condition        Report By
 LB1064  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1120 ***********************************************************************
 LB1120  DESIGNATION -  R 127
 LB1120  PID         -  LB1120
 LB1120  STATE/COUNTY-  IN/WHITE
 LB1120  USGS QUAD   -  IDAVILLE (1977)
 LB1120
 LB1120                         *CURRENT SURVEY CONTROL
 LB1120  ___________________________________________________________________
 LB1120* NAD 83(1986)-  40 47 36.     (N)    086 44 42.     (W)     SCALED    
 LB1120* NAVD 88     -       207.697  (meters)     681.42   (feet)  ADJUSTED  
 LB1120  ___________________________________________________________________
 LB1120  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 LB1120  DYNAMIC HT  -         207.602 (meters)     681.11  (feet)  COMP
 LB1120  MODELED GRAV-     980,161.9   (mgal)                       NAVD 88
 LB1120
 LB1120  VERT ORDER  -  SECOND    CLASS 0
 LB1120
 LB1120.The horizontal coordinates were scaled from a topographic map and have
 LB1120.an estimated accuracy of +/- 6 seconds.
 LB1120
 LB1120.The orthometric height was determined by differential leveling
 LB1120.and adjusted by the National Geodetic Survey in June 1991..
 LB1120
 LB1120.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1120.See file dsdata.txt to determine how the superseded data were derived.
 LB1120
 LB1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL215158(NAD 83)
 LB1120_MARKER: DB = BENCH MARK DISK
 LB1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1120_STAMPING: R 127 1946
 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 = OCTOBER  6, 2006
 LB0133 ***********************************************************************
 LB0133  DESIGNATION -  R 128
 LB0133  PID         -  LB0133
 LB0133  STATE/COUNTY-  IN/CASS
 LB0133  USGS QUAD   -  LUCERNE (1986)
 LB0133
 LB0133                         *CURRENT SURVEY CONTROL
 LB0133  ___________________________________________________________________
 LB0133* NAD 83(1986)-  40 46 44.     (N)    086 29 19.     (W)     SCALED    
 LB0133* NAVD 88     -       210.570  (meters)     690.85   (feet)  ADJUSTED  
 LB0133  ___________________________________________________________________
 LB0133  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 LB0133  DYNAMIC HT  -         210.472 (meters)     690.52  (feet)  COMP
 LB0133  MODELED GRAV-     980,154.6   (mgal)                       NAVD 88
 LB0133
 LB0133  VERT ORDER  -  SECOND    CLASS 0
 LB0133
 LB0133.The horizontal coordinates were scaled from a topographic map and have
 LB0133.an estimated accuracy of +/- 6 seconds.
 LB0133
 LB0133.The orthometric height was determined by differential leveling
 LB0133.and adjusted by the National Geodetic Survey in June 1991..
 LB0133
 LB0133.The geoid height was determined by GEOID03.
 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     -   614,330.       30,620.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0133.See file dsdata.txt to determine how the superseded data were derived.
 LB0133
 LB0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL431143(NAD 83)
 LB0133_MARKER: DB = BENCH MARK DISK
 LB0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0133_STAMPING: R 128 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1148 ***********************************************************************
 LB1148  DESIGNATION -  R 129
 LB1148  PID         -  LB1148
 LB1148  STATE/COUNTY-  IN/PULASKI
 LB1148  USGS QUAD   -  BUFFALO (1979)
 LB1148
 LB1148                         *CURRENT SURVEY CONTROL
 LB1148  ___________________________________________________________________
 LB1148* NAD 83(1986)-  40 58 38.     (N)    086 42 18.     (W)     SCALED    
 LB1148* NAVD 88     -       209.042  (meters)     685.83   (feet)  ADJUSTED  
 LB1148  ___________________________________________________________________
 LB1148  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 LB1148  DYNAMIC HT  -         208.951 (meters)     685.53  (feet)  COMP
 LB1148  MODELED GRAV-     980,184.7   (mgal)                       NAVD 88
 LB1148
 LB1148  VERT ORDER  -  SECOND    CLASS 0
 LB1148
 LB1148.The horizontal coordinates were scaled from a topographic map and have
 LB1148.an estimated accuracy of +/- 6 seconds.
 LB1148
 LB1148.The orthometric height was determined by differential leveling
 LB1148.and adjusted by the National Geodetic Survey in June 1991..
 LB1148
 LB1148.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1148.See file dsdata.txt to determine how the superseded data were derived.
 LB1148
 LB1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL248362(NAD 83)
 LB1148_MARKER: DB = BENCH MARK DISK
 LB1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1148_STAMPING: R 129 1946
 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 = OCTOBER  6, 2006
 KA0296 ***********************************************************************
 KA0296  DESIGNATION -  R 13
 KA0296  PID         -  KA0296
 KA0296  STATE/COUNTY-  IN/MORGAN
 KA0296  USGS QUAD   -  MARTINSVILLE (1993)
 KA0296
 KA0296                         *CURRENT SURVEY CONTROL
 KA0296  ___________________________________________________________________
 KA0296* NAD 83(1986)-  39 25 39.     (N)    086 25 41.     (W)     SCALED    
 KA0296* NAVD 88     -       184.952  (meters)     606.80   (feet)  ADJUSTED  
 KA0296  ___________________________________________________________________
 KA0296  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KA0296  DYNAMIC HT  -         184.847 (meters)     606.45  (feet)  COMP
 KA0296  MODELED GRAV-     980,050.8   (mgal)                       NAVD 88
 KA0296
 KA0296  VERT ORDER  -  FIRST     CLASS II
 KA0296
 KA0296.The horizontal coordinates were scaled from a topographic map and have
 KA0296.an estimated accuracy of +/- 6 seconds.
 KA0296
 KA0296.The orthometric height was determined by differential leveling
 KA0296.and adjusted by the National Geodetic Survey in June 1991..
 KA0296
 KA0296.The geoid height was determined by GEOID03.
 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     -   464,160.      956,420.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA0296.See file dsdata.txt to determine how the superseded data were derived.
 KA0296
 KA0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ492643(NAD 83)
 KA0296_MARKER: DB = BENCH MARK DISK
 KA0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA0296_STAMPING: 607.213 R 13 1930
 KA0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA0296+STABILITY: SURFACE MOTION
 KA0296
 KA0296  HISTORY     - Date     Condition        Report By
 KA0296  HISTORY     - 1930     MONUMENTED       CGS
 KA0296  HISTORY     - 1966     GOOD             NGS
 KA0296
 KA0296                          STATION DESCRIPTION
 KA0296
 KA0296'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1048 ***********************************************************************
 LB1048  DESIGNATION -  R 130
 LB1048  PID         -  LB1048
 LB1048  STATE/COUNTY-  IN/PULASKI
 LB1048  USGS QUAD   -  STAR CITY (1962)
 LB1048
 LB1048                         *CURRENT SURVEY CONTROL
 LB1048  ___________________________________________________________________
 LB1048* NAD 83(1986)-  40 58 47.     (N)    086 33 33.     (W)     SCALED    
 LB1048* NAVD 88     -       217.338  (meters)     713.05   (feet)  ADJUSTED  
 LB1048  ___________________________________________________________________
 LB1048  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 LB1048  DYNAMIC HT  -         217.244 (meters)     712.74  (feet)  COMP
 LB1048  MODELED GRAV-     980,185.0   (mgal)                       NAVD 88
 LB1048
 LB1048  VERT ORDER  -  SECOND    CLASS 0
 LB1048
 LB1048.The horizontal coordinates were scaled from a topographic map and have
 LB1048.an estimated accuracy of +/- 6 seconds.
 LB1048
 LB1048.The orthometric height was determined by differential leveling
 LB1048.and adjusted by the National Geodetic Survey in June 1991..
 LB1048
 LB1048.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1048.See file dsdata.txt to determine how the superseded data were derived.
 LB1048
 LB1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL370366(NAD 83)
 LB1048_MARKER: DB = BENCH MARK DISK
 LB1048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1048_SP_SET: CULVERT
 LB1048_STAMPING: R 130 1946
 LB1048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 ME0730 ***********************************************************************
 ME0730  DESIGNATION -  R 131
 ME0730  PID         -  ME0730
 ME0730  STATE/COUNTY-  IN/PULASKI
 ME0730  USGS QUAD   -  WINAMAC (1980)
 ME0730
 ME0730                         *CURRENT SURVEY CONTROL
 ME0730  ___________________________________________________________________
 ME0730* NAD 83(1986)-  41 06 04.     (N)    086 36 09.     (W)     SCALED    
 ME0730* NAVD 88     -       217.184  (meters)     712.54   (feet)  ADJUSTED  
 ME0730  ___________________________________________________________________
 ME0730  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 ME0730  DYNAMIC HT  -         217.093 (meters)     712.25  (feet)  COMP
 ME0730  MODELED GRAV-     980,195.8   (mgal)                       NAVD 88
 ME0730
 ME0730  VERT ORDER  -  SECOND    CLASS 0
 ME0730
 ME0730.The horizontal coordinates were scaled from a topographic map and have
 ME0730.an estimated accuracy of +/- 6 seconds.
 ME0730
 ME0730.The orthometric height was determined by differential leveling
 ME0730.and adjusted by the National Geodetic Survey in June 1991..
 ME0730
 ME0730.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0730.See file dsdata.txt to determine how the superseded data were derived.
 ME0730
 ME0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL333500(NAD 83)
 ME0730_MARKER: DB = BENCH MARK DISK
 ME0730_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0730_SP_SET: CULVERT
 ME0730_STAMPING: R 131 1946
 ME0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0730
 ME0730  HISTORY     - Date     Condition        Report By
 ME0730  HISTORY     - 1946     MONUMENTED       CGS
 ME0730  HISTORY     - 1969     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 MD1273 ***********************************************************************
 MD1273  DESIGNATION -  R 134
 MD1273  PID         -  MD1273
 MD1273  STATE/COUNTY-  IN/KOSCIUSKO
 MD1273  USGS QUAD   -  WARSAW (1994)
 MD1273
 MD1273                         *CURRENT SURVEY CONTROL
 MD1273  ___________________________________________________________________
 MD1273* NAD 83(1986)-  41 07 49.     (N)    085 51 17.     (W)     SCALED    
 MD1273* NAVD 88     -       276.034  (meters)     905.62   (feet)  ADJUSTED  
 MD1273  ___________________________________________________________________
 MD1273  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MD1273  DYNAMIC HT  -         275.913 (meters)     905.22  (feet)  COMP
 MD1273  MODELED GRAV-     980,181.1   (mgal)                       NAVD 88
 MD1273
 MD1273  VERT ORDER  -  SECOND    CLASS 0
 MD1273
 MD1273.The horizontal coordinates were scaled from a topographic map and have
 MD1273.an estimated accuracy of +/- 6 seconds.
 MD1273
 MD1273.The orthometric height was determined by differential leveling
 MD1273.and adjusted by the National Geodetic Survey in June 1991..
 MD1273
 MD1273.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1273.See file dsdata.txt to determine how the superseded data were derived.
 MD1273
 MD1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL961538(NAD 83)
 MD1273_MARKER: DB = BENCH MARK DISK
 MD1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1273_STAMPING: R 134 1946
 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 = OCTOBER  6, 2006
 MD1294 ***********************************************************************
 MD1294  DESIGNATION -  R 135
 MD1294  PID         -  MD1294
 MD1294  STATE/COUNTY-  IN/WABASH
 MD1294  USGS QUAD   -  NORTH MANCHESTER NORTH (1994)
 MD1294
 MD1294                         *CURRENT SURVEY CONTROL
 MD1294  ___________________________________________________________________
 MD1294* NAD 83(1986)-  41 00 03.     (N)    085 45 05.     (W)     SCALED    
 MD1294* NAVD 88     -       235.183  (meters)     771.60   (feet)  ADJUSTED  
 MD1294  ___________________________________________________________________
 MD1294  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MD1294  DYNAMIC HT  -         235.075 (meters)     771.24  (feet)  COMP
 MD1294  MODELED GRAV-     980,160.6   (mgal)                       NAVD 88
 MD1294
 MD1294  VERT ORDER  -  SECOND    CLASS 0
 MD1294
 MD1294.The horizontal coordinates were scaled from a topographic map and have
 MD1294.an estimated accuracy of +/- 6 seconds.
 MD1294
 MD1294.The orthometric height was determined by differential leveling
 MD1294.and adjusted by the National Geodetic Survey in June 1991..
 MD1294
 MD1294.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1294.See file dsdata.txt to determine how the superseded data were derived.
 MD1294
 MD1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL050396(NAD 83)
 MD1294_MARKER: DB = BENCH MARK DISK
 MD1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1294_STAMPING: R-135
 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 14, 2005
 MD1294
 MD1294  HISTORY     - Date     Condition        Report By
 MD1294  HISTORY     - UNK      MONUMENTED       CGS
 MD1294  HISTORY     - 1968     GOOD             INHD
 MD1294  HISTORY     - 1990     GOOD             USPSQD
 MD1294  HISTORY     - 20050114 GOOD             INDIV
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1170 ***********************************************************************
 ME1170  DESIGNATION -  R 136
 ME1170  PID         -  ME1170
 ME1170  STATE/COUNTY-  IN/LAKE
 ME1170  USGS QUAD   -  LEROY (1992)
 ME1170
 ME1170                         *CURRENT SURVEY CONTROL
 ME1170  ___________________________________________________________________
 ME1170* NAD 83(1986)-  41 20 50.     (N)    087 21 16.     (W)     SCALED    
 ME1170* NAVD 88     -       228.614  (meters)     750.04   (feet)  ADJUSTED  
 ME1170  ___________________________________________________________________
 ME1170  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME1170  DYNAMIC HT  -         228.519 (meters)     749.73  (feet)  COMP
 ME1170  MODELED GRAV-     980,205.0   (mgal)                       NAVD 88
 ME1170
 ME1170  VERT ORDER  -  SECOND    CLASS 0
 ME1170
 ME1170.The horizontal coordinates were scaled from a topographic map and have
 ME1170.an estimated accuracy of +/- 6 seconds.
 ME1170
 ME1170.The orthometric height was determined by differential leveling
 ME1170.and adjusted by the National Geodetic Survey in June 1991..
 ME1170
 ME1170.The geoid height was determined by GEOID03.
 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     -   677,150.      877,310.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1170.See file dsdata.txt to determine how the superseded data were derived.
 ME1170
 ME1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL703773(NAD 83)
 ME1170_MARKER: DB = BENCH MARK DISK
 ME1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1170_STAMPING: R 136 1946
 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             NGS
 ME1170  HISTORY     - 1979     GOOD             LOCSUR
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1236 ***********************************************************************
 ME1236  DESIGNATION -  R 138
 ME1236  PID         -  ME1236
 ME1236  STATE/COUNTY-  IN/LAKE
 ME1236  USGS QUAD   -  CROWN POINT (1992)
 ME1236
 ME1236                         *CURRENT SURVEY CONTROL
 ME1236  ___________________________________________________________________
 ME1236* NAD 83(1986)-  41 23 27.     (N)    087 16 03.     (W)     SCALED    
 ME1236* NAVD 88     -       218.590  (meters)     717.16   (feet)  ADJUSTED  
 ME1236  ___________________________________________________________________
 ME1236  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME1236  DYNAMIC HT  -         218.501 (meters)     716.87  (feet)  COMP
 ME1236  MODELED GRAV-     980,210.4   (mgal)                       NAVD 88
 ME1236
 ME1236  VERT ORDER  -  SECOND    CLASS 0
 ME1236
 ME1236.The horizontal coordinates were scaled from a topographic map and have
 ME1236.an estimated accuracy of +/- 6 seconds.
 ME1236
 ME1236.The orthometric height was determined by differential leveling
 ME1236.and adjusted by the National Geodetic Survey in June 1991..
 ME1236
 ME1236.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1236.See file dsdata.txt to determine how the superseded data were derived.
 ME1236
 ME1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL776821(NAD 83)
 ME1236_MARKER: DB = BENCH MARK DISK
 ME1236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1236_SP_SET: CULVERT
 ME1236_STAMPING: R 138 1946
 ME1236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1236
 ME1236  HISTORY     - Date     Condition        Report By
 ME1236  HISTORY     - 1946     MONUMENTED       CGS
 ME1236  HISTORY     - 1968     GOOD             NGS
 ME1236  HISTORY     - 19900629 MARK NOT FOUND   USGS
 ME1236
 ME1236                          STATION DESCRIPTION
 ME1236
 ME1236'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0997 ***********************************************************************
 ME0997  DESIGNATION -  R 139
 ME0997  PID         -  ME0997
 ME0997  STATE/COUNTY-  IN/LAKE
 ME0997  USGS QUAD   -  GARY (1991)
 ME0997
 ME0997                         *CURRENT SURVEY CONTROL
 ME0997  ___________________________________________________________________
 ME0997* NAD 83(1986)-  41 34 18.     (N)    087 19 12.     (W)     SCALED    
 ME0997* NAVD 88     -       180.763  (meters)     593.05   (feet)  ADJUSTED  
 ME0997  ___________________________________________________________________
 ME0997  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME0997  DYNAMIC HT  -         180.695 (meters)     592.83  (feet)  COMP
 ME0997  MODELED GRAV-     980,244.6   (mgal)                       NAVD 88
 ME0997
 ME0997  VERT ORDER  -  FIRST     CLASS I
 ME0997
 ME0997.The horizontal coordinates were scaled from a topographic map and have
 ME0997.an estimated accuracy of +/- 6 seconds.
 ME0997
 ME0997.The orthometric height was determined by differential leveling
 ME0997.and adjusted by the National Geodetic Survey in June 1991..
 ME0997.WARNING-Repeat measurements at this control monument indicate possible
 ME0997.vertical movement.
 ME0997
 ME0997.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0997.See file dsdata.txt to determine how the superseded data were derived.
 ME0997
 ME0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM733022(NAD 83)
 ME0997_MARKER: DB = BENCH MARK DISK
 ME0997_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0997_SP_SET: CULVERT
 ME0997_STAMPING: R 139 1946
 ME0997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0997
 ME0997  HISTORY     - Date     Condition        Report By
 ME0997  HISTORY     - 1946     MONUMENTED       CGS
 ME0997  HISTORY     - 1968     GOOD             NGS
 ME0997  HISTORY     - 19920901 MARK NOT FOUND   NGS
 ME0997
 ME0997                          STATION DESCRIPTION
 ME0997
 ME0997'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0994 ***********************************************************************
 MD0994  DESIGNATION -  R 14
 MD0994  PID         -  MD0994
 MD0994  STATE/COUNTY-  IN/WHITLEY
 MD0994  USGS QUAD   -  PIERCETON (1994)
 MD0994
 MD0994                         *CURRENT SURVEY CONTROL
 MD0994  ___________________________________________________________________
 MD0994* NAD 83(1986)-  41 11 02.     (N)    085 38 35.     (W)     SCALED    
 MD0994* NAVD 88     -       293.239  (meters)     962.07   (feet)  ADJUSTED  
 MD0994  ___________________________________________________________________
 MD0994  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 MD0994  DYNAMIC HT  -         293.118 (meters)     961.67  (feet)  COMP
 MD0994  MODELED GRAV-     980,202.7   (mgal)                       NAVD 88
 MD0994
 MD0994  VERT ORDER  -  FIRST     CLASS I
 MD0994
 MD0994.The horizontal coordinates were scaled from a topographic map and have
 MD0994.an estimated accuracy of +/- 6 seconds.
 MD0994
 MD0994.The orthometric height was determined by differential leveling
 MD0994.and adjusted by the National Geodetic Survey in June 1991..
 MD0994.WARNING-Repeat measurements at this control monument indicate possible
 MD0994.vertical movement.
 MD0994
 MD0994.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0994.See file dsdata.txt to determine how the superseded data were derived.
 MD0994
 MD0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL138600(NAD 83)
 MD0994_MARKER: DB = BENCH MARK DISK
 MD0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0994_STAMPING: R 14 1930 962.459
 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             NGS
 MD0994  HISTORY     - 19921003 MARK NOT FOUND   NGS
 MD0994
 MD0994                          STATION DESCRIPTION
 MD0994
 MD0994'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1340 ***********************************************************************
 ME1340  DESIGNATION -  R 140
 ME1340  PID         -  ME1340
 ME1340  STATE/COUNTY-  IN/JASPER
 ME1340  USGS QUAD   -  SHELBY (1992)
 ME1340
 ME1340                         *CURRENT SURVEY CONTROL
 ME1340  ___________________________________________________________________
 ME1340* NAD 83(1986)-  41 13 06.     (N)    087 16 32.     (W)     SCALED    
 ME1340* NAVD 88     -       196.678  (meters)     645.27   (feet)  ADJUSTED  
 ME1340  ___________________________________________________________________
 ME1340  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME1340  DYNAMIC HT  -         196.595 (meters)     645.00  (feet)  COMP
 ME1340  MODELED GRAV-     980,195.1   (mgal)                       NAVD 88
 ME1340
 ME1340  VERT ORDER  -  SECOND    CLASS 0
 ME1340
 ME1340.The horizontal coordinates were scaled from a topographic map and have
 ME1340.an estimated accuracy of +/- 6 seconds.
 ME1340
 ME1340.The orthometric height was determined by differential leveling
 ME1340.and adjusted by the National Geodetic Survey in June 1991..
 ME1340
 ME1340.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1340.See file dsdata.txt to determine how the superseded data were derived.
 ME1340
 ME1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL769630(NAD 83)
 ME1340_MARKER: DB = BENCH MARK DISK
 ME1340_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1340_SP_SET: BRIDGE
 ME1340_STAMPING: R 140 1946
 ME1340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1340
 ME1340  HISTORY     - Date     Condition        Report By
 ME1340  HISTORY     - 1946     MONUMENTED       CGS
 ME1340  HISTORY     - 1960     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1960
 ME1340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3402 ***********************************************************************
 ME3402  DESIGNATION -  R 141 RESET
 ME3402  PID         -  ME3402
 ME3402  STATE/COUNTY-  IN/PORTER
 ME3402  USGS QUAD   -  KOUTS (1992)
 ME3402
 ME3402                         *CURRENT SURVEY CONTROL
 ME3402  ___________________________________________________________________
 ME3402* NAD 83(1986)-  41 19 04.     (N)    087 00 23.     (W)     SCALED    
 ME3402* NAVD 88     -       207.26   (meters)     680.0    (feet)  RESET     
 ME3402  ___________________________________________________________________
 ME3402  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 ME3402
 ME3402  VERT ORDER  -  THIRD
 ME3402
 ME3402.The horizontal coordinates were scaled from a topographic map and have
 ME3402.an estimated accuracy of +/- 6 seconds.
 ME3402
 ME3402.The orthometric height was computed from unverified reset data.
 ME3402
 ME3402.The geoid height was determined by GEOID03.
 ME3402
 ME3402;                    North         East    Units  Estimated Accuracy
 ME3402;SPC IN W     -   673,850.      906,440.      MT  (+/- 180 meters Scaled)
 ME3402
 ME3402                          SUPERSEDED SURVEY CONTROL
 ME3402
 ME3402  NGVD 29 (04/16/04)  207.35   (m)          680.3    (f) RESET       3  
 ME3402
 ME3402.Superseded values are not recommended for survey control.
 ME3402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3402.See file dsdata.txt to determine how the superseded data were derived.
 ME3402
 ME3402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL994740(NAD 83)
 ME3402_MARKER: DV = VERTICAL CONTROL DISK
 ME3402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME3402_SP_SET: BRIDGE
 ME3402_STAMPING: R 141 RESET 1987
 ME3402_MARK LOGO: NGS   
 ME3402_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3402
 ME3402  HISTORY     - Date     Condition        Report By
 ME3402  HISTORY     - 1987     MONUMENTED       INHD
 ME3402  HISTORY     - 19900613 GOOD             USGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0602 ***********************************************************************
 ME0602  DESIGNATION -  R 142
 ME0602  PID         -  ME0602
 ME0602  STATE/COUNTY-  IN/LA PORTE
 ME0602  USGS QUAD   -  ENGLISH LAKE (1959)
 ME0602
 ME0602                         *CURRENT SURVEY CONTROL
 ME0602  ___________________________________________________________________
 ME0602* NAD 83(1986)-  41 21 39.     (N)    086 46 32.     (W)     SCALED    
 ME0602* NAVD 88     -       205.490  (meters)     674.18   (feet)  ADJUSTED  
 ME0602  ___________________________________________________________________
 ME0602  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0602  DYNAMIC HT  -         205.406 (meters)     673.90  (feet)  COMP
 ME0602  MODELED GRAV-     980,207.3   (mgal)                       NAVD 88
 ME0602
 ME0602  VERT ORDER  -  SECOND    CLASS 0
 ME0602
 ME0602.The horizontal coordinates were scaled from a topographic map and have
 ME0602.an estimated accuracy of +/- 6 seconds.
 ME0602
 ME0602.The orthometric height was determined by differential leveling
 ME0602.and adjusted by the National Geodetic Survey in June 1991..
 ME0602
 ME0602.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0602.See file dsdata.txt to determine how the superseded data were derived.
 ME0602
 ME0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL187788(NAD 83)
 ME0602_MARKER: DB = BENCH MARK DISK
 ME0602_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0602_SP_SET: BRIDGE
 ME0602_STAMPING: R 142 1946
 ME0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0602
 ME0602  HISTORY     - Date     Condition        Report By
 ME0602  HISTORY     - 1946     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1323 ***********************************************************************
 ME1323  DESIGNATION -  R 143
 ME1323  PID         -  ME1323
 ME1323  STATE/COUNTY-  IN/PORTER
 ME1323  USGS QUAD   -  KOUTS (1992)
 ME1323
 ME1323                         *CURRENT SURVEY CONTROL
 ME1323  ___________________________________________________________________
 ME1323* NAD 83(1986)-  41 17 42.     (N)    087 01 32.     (W)     SCALED    
 ME1323* NAVD 88     -       202.363  (meters)     663.92   (feet)  ADJUSTED  
 ME1323  ___________________________________________________________________
 ME1323  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 ME1323  DYNAMIC HT  -         202.278 (meters)     663.64  (feet)  COMP
 ME1323  MODELED GRAV-     980,199.7   (mgal)                       NAVD 88
 ME1323
 ME1323  VERT ORDER  -  SECOND    CLASS 0
 ME1323
 ME1323.The horizontal coordinates were scaled from a topographic map and have
 ME1323.an estimated accuracy of +/- 6 seconds.
 ME1323
 ME1323.The orthometric height was determined by differential leveling
 ME1323.and adjusted by the National Geodetic Survey in June 1991..
 ME1323
 ME1323.The geoid height was determined by GEOID03.
 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     -   671,320.      904,840.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1323.See file dsdata.txt to determine how the superseded data were derived.
 ME1323
 ME1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL978715(NAD 83)
 ME1323_MARKER: DB = BENCH MARK DISK
 ME1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1323_STAMPING: R 143 1946
 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 = OCTOBER  6, 2006
 ME0371 ***********************************************************************
 ME0371  DESIGNATION -  R 144
 ME0371  PID         -  ME0371
 ME0371  STATE/COUNTY-  IN/MARSHALL
 ME0371  USGS QUAD   -  PLYMOUTH (1980)
 ME0371
 ME0371                         *CURRENT SURVEY CONTROL
 ME0371  ___________________________________________________________________
 ME0371* NAD 83(1986)-  41 16 15.     (N)    086 15 42.     (W)     SCALED    
 ME0371* NAVD 88     -       251.946  (meters)     826.59   (feet)  ADJUSTED  
 ME0371  ___________________________________________________________________
 ME0371  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 ME0371  DYNAMIC HT  -         251.839 (meters)     826.24  (feet)  COMP
 ME0371  MODELED GRAV-     980,191.0   (mgal)                       NAVD 88
 ME0371
 ME0371  VERT ORDER  -  SECOND    CLASS 0
 ME0371
 ME0371.The horizontal coordinates were scaled from a topographic map and have
 ME0371.an estimated accuracy of +/- 6 seconds.
 ME0371
 ME0371.The orthometric height was determined by differential leveling
 ME0371.and adjusted by the National Geodetic Survey in June 1991..
 ME0371
 ME0371.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0371.See file dsdata.txt to determine how the superseded data were derived.
 ME0371
 ME0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL618690(NAD 83)
 ME0371_MARKER: DB = BENCH MARK DISK
 ME0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0371_STAMPING: R 144 1946
 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 = OCTOBER  6, 2006
 MD1242 ***********************************************************************
 MD1242  DESIGNATION -  R 145
 MD1242  PID         -  MD1242
 MD1242  STATE/COUNTY-  IN/KOSCIUSKO
 MD1242  USGS QUAD   -  BURKET (1994)
 MD1242
 MD1242                         *CURRENT SURVEY CONTROL
 MD1242  ___________________________________________________________________
 MD1242* NAD 83(1986)-  41 10 04.     (N)    085 57 59.     (W)     SCALED    
 MD1242* NAVD 88     -       260.017  (meters)     853.07   (feet)  ADJUSTED  
 MD1242  ___________________________________________________________________
 MD1242  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 MD1242  DYNAMIC HT  -         259.905 (meters)     852.71  (feet)  COMP
 MD1242  MODELED GRAV-     980,186.6   (mgal)                       NAVD 88
 MD1242
 MD1242  VERT ORDER  -  SECOND    CLASS 0
 MD1242
 MD1242.The horizontal coordinates were scaled from a topographic map and have
 MD1242.an estimated accuracy of +/- 6 seconds.
 MD1242
 MD1242.The orthometric height was determined by differential leveling
 MD1242.and adjusted by the National Geodetic Survey in June 1991..
 MD1242
 MD1242.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1242.See file dsdata.txt to determine how the superseded data were derived.
 MD1242
 MD1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL867578(NAD 83)
 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_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 = OCTOBER  6, 2006
 MD1243 ***********************************************************************
 MD1243  DESIGNATION -  R 145 RESET
 MD1243  PID         -  MD1243
 MD1243  STATE/COUNTY-  IN/KOSCIUSKO
 MD1243  USGS QUAD   -  BURKET (1994)
 MD1243
 MD1243                         *CURRENT SURVEY CONTROL
 MD1243  ___________________________________________________________________
 MD1243* NAD 83(1986)-  41 10 04.     (N)    085 57 59.     (W)     SCALED    
 MD1243* NAVD 88     -       258.85   (meters)     849.2    (feet)  RESET     
 MD1243  ___________________________________________________________________
 MD1243  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 MD1243
 MD1243  VERT ORDER  -  THIRD
 MD1243
 MD1243.The horizontal coordinates were scaled from a topographic map and have
 MD1243.an estimated accuracy of +/- 6 seconds.
 MD1243
 MD1243.The orthometric height was computed from unverified reset data.
 MD1243
 MD1243.The geoid height was determined by GEOID03.
 MD1243
 MD1243;                    North         East    Units  Estimated Accuracy
 MD1243;SPC IN E     -   657,230.       74,850.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1243.See file dsdata.txt to determine how the superseded data were derived.
 MD1243
 MD1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL867578(NAD 83)
 MD1243_MARKER: DB = BENCH MARK DISK
 MD1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1243_STAMPING: R 145 RESET 1955
 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 = OCTOBER  6, 2006
 LB0993 ***********************************************************************
 LB0993  DESIGNATION -  R 146
 LB0993  PID         -  LB0993
 LB0993  STATE/COUNTY-  IN/CARROLL
 LB0993  USGS QUAD   -  FLORA (1986)
 LB0993
 LB0993                         *CURRENT SURVEY CONTROL
 LB0993  ___________________________________________________________________
 LB0993* NAD 83(1986)-  40 36 20.     (N)    086 36 21.     (W)     SCALED    
 LB0993* NAVD 88     -       195.392  (meters)     641.05   (feet)  ADJUSTED  
 LB0993  ___________________________________________________________________
 LB0993  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 LB0993  DYNAMIC HT  -         195.298 (meters)     640.74  (feet)  COMP
 LB0993  MODELED GRAV-     980,137.0   (mgal)                       NAVD 88
 LB0993
 LB0993  VERT ORDER  -  SECOND    CLASS 0
 LB0993
 LB0993.The horizontal coordinates were scaled from a topographic map and have
 LB0993.an estimated accuracy of +/- 6 seconds.
 LB0993
 LB0993.The orthometric height was determined by differential leveling
 LB0993.and adjusted by the National Geodetic Survey in June 1991..
 LB0993
 LB0993.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0993.See file dsdata.txt to determine how the superseded data were derived.
 LB0993
 LB0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK333950(NAD 83)
 LB0993_MARKER: DB = BENCH MARK DISK
 LB0993_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0993_SP_SET: CULVERT
 LB0993_STAMPING: R 146 1946
 LB0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB1039 ***********************************************************************
 LB1039  DESIGNATION -  R 147
 LB1039  PID         -  LB1039
 LB1039  STATE/COUNTY-  IN/CARROLL
 LB1039  USGS QUAD   -  DELPHI (1979)
 LB1039
 LB1039                         *CURRENT SURVEY CONTROL
 LB1039  ___________________________________________________________________
 LB1039* NAD 83(1986)-  40 36 20.     (N)    086 43 59.     (W)     SCALED    
 LB1039* NAVD 88     -       192.906  (meters)     632.89   (feet)  ADJUSTED  
 LB1039  ___________________________________________________________________
 LB1039  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 LB1039  DYNAMIC HT  -         192.813 (meters)     632.59  (feet)  COMP
 LB1039  MODELED GRAV-     980,140.5   (mgal)                       NAVD 88
 LB1039
 LB1039  VERT ORDER  -  SECOND    CLASS 0
 LB1039
 LB1039.The horizontal coordinates were scaled from a topographic map and have
 LB1039.an estimated accuracy of +/- 6 seconds.
 LB1039
 LB1039.The orthometric height was determined by differential leveling
 LB1039.and adjusted by the National Geodetic Survey in June 1991..
 LB1039
 LB1039.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1039.See file dsdata.txt to determine how the superseded data were derived.
 LB1039
 LB1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK225950(NAD 83)
 LB1039_MARKER: DB = BENCH MARK DISK
 LB1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1039_STAMPING: R 147 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1069 ***********************************************************************
 ME1069  DESIGNATION -  R 148
 ME1069  PID         -  ME1069
 ME1069  STATE/COUNTY-  IN/PORTER
 ME1069  USGS QUAD   -  PORTAGE (1992)
 ME1069
 ME1069                         *CURRENT SURVEY CONTROL
 ME1069  ___________________________________________________________________
 ME1069* NAD 83(1986)-  41 35 12.     (N)    087 10 25.     (W)     SCALED    
 ME1069* NAVD 88     -       198.276  (meters)     650.51   (feet)  ADJUSTED  
 ME1069  ___________________________________________________________________
 ME1069  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 ME1069  DYNAMIC HT  -         198.202 (meters)     650.27  (feet)  COMP
 ME1069  MODELED GRAV-     980,247.4   (mgal)                       NAVD 88
 ME1069
 ME1069  VERT ORDER  -  FIRST     CLASS II
 ME1069
 ME1069.The horizontal coordinates were scaled from a topographic map and have
 ME1069.an estimated accuracy of +/- 6 seconds.
 ME1069
 ME1069.The orthometric height was determined by differential leveling
 ME1069.and adjusted by the National Geodetic Survey in June 1991..
 ME1069
 ME1069.The geoid height was determined by GEOID03.
 ME1069
 ME1069.The dynamic height is computed by dividing the NAVD 88
 ME1069.geopotential number by the normal gravity value computed on the
 ME1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1069.degrees latitude (g = 980.6199 gals.).
 ME1069
 ME1069.The modeled gravity was interpolated from observed gravity values.
 ME1069
 ME1069;                    North         East    Units  Estimated Accuracy
 ME1069;SPC IN W     -   703,720.      892,470.      MT  (+/- 180 meters Scaled)
 ME1069
 ME1069                          SUPERSEDED SURVEY CONTROL
 ME1069
 ME1069  NGVD 29 (01/19/93)  198.366  (m)          650.81   (f) ADJUSTED    1 2
 ME1069
 ME1069.Superseded values are not recommended for survey control.
 ME1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1069.See file dsdata.txt to determine how the superseded data were derived.
 ME1069
 ME1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM855039(NAD 83)
 ME1069_MARKER: DB = BENCH MARK DISK
 ME1069_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 ME1069_SP_SET: BUILDING
 ME1069_STAMPING: R 148 1946
 ME1069_MARK LOGO: CGS   
 ME1069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME1069+STABILITY: POSITION/ELEVATION WELL
 ME1069
 ME1069  HISTORY     - Date     Condition        Report By
 ME1069  HISTORY     - 1946     MONUMENTED       CGS
 ME1069  HISTORY     - 1985     GOOD             NGS
 ME1069
 ME1069                          STATION DESCRIPTION
 ME1069
 ME1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 ME1069'AT CRISMAN.
 ME1069'AT CRISMAN, PORTER COUNTY, AT THE PORTAGE TOWNSHIP HIGH SCHOOL,
 ME1069'IN THE EAST WALL OF THE BUILDING, 16 FEET NORTH OF THE SOUTHEAST
 ME1069'CORNER, AND 2.1 FEET ABOVE GROUND.  A BRONZE DISK, STAMPED R
 ME1069'148 1946 AND SET VERTICALLY.
 ME1069
 ME1069                          STATION RECOVERY (1985)
 ME1069
 ME1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME1069'RECOVERED IN GOOD CONDITION.  ADD--19.0 M (62.3 FT) NORTH OF THE
 ME1069'CENTERLINE OF PORTAGE AVENUE, AND 16.7 M (54.8 FT) WEST OF THE
 ME1069'CENTERLINE OF CRISMAN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0961 ***********************************************************************
 ME0961  DESIGNATION -  R 149
 ME0961  PID         -  ME0961
 ME0961  STATE/COUNTY-  IN/PORTER
 ME0961  USGS QUAD   -  PORTAGE (1992)
 ME0961
 ME0961                         *CURRENT SURVEY CONTROL
 ME0961  ___________________________________________________________________
 ME0961* NAD 83(1986)-  41 30 26.     (N)    087 10 02.     (W)     SCALED    
 ME0961* NAVD 88     -       206.554  (meters)     677.67   (feet)  ADJUSTED  
 ME0961  ___________________________________________________________________
 ME0961  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ME0961  DYNAMIC HT  -         206.474 (meters)     677.41  (feet)  COMP
 ME0961  MODELED GRAV-     980,230.6   (mgal)                       NAVD 88
 ME0961
 ME0961  VERT ORDER  -  FIRST     CLASS I
 ME0961
 ME0961.The horizontal coordinates were scaled from a topographic map and have
 ME0961.an estimated accuracy of +/- 6 seconds.
 ME0961
 ME0961.The orthometric height was determined by differential leveling
 ME0961.and adjusted by the National Geodetic Survey in April 1995..
 ME0961.WARNING-Repeat measurements at this control monument indicate possible
 ME0961.vertical movement.
 ME0961
 ME0961.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ME0961
 ME0961  NAVD 88 (06/15/91)  206.545  (m)          677.64   (f) UNKNOWN     1 1
 ME0961  NGVD 29 (01/19/93)  206.651  (m)          677.99   (f) ADJUSTED    1 1
 ME0961
 ME0961.Superseded values are not recommended for survey control.
 ME0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0961.See file dsdata.txt to determine how the superseded data were derived.
 ME0961
 ME0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL860950(NAD 83)
 ME0961_MARKER: DB = BENCH MARK DISK
 ME0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0961_SP_SET: CONCRETE POST
 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             NGS
 ME0961  HISTORY     - 19920906 GOOD             NGS
 ME0961
 ME0961                          STATION DESCRIPTION
 ME0961
 ME0961'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LB1866 ***********************************************************************
 LB1866  DESIGNATION -  R 15
 LB1866  PID         -  LB1866
 LB1866  STATE/COUNTY-  IN/WARREN
 LB1866  USGS QUAD   -  DANVILLE NE (1978)
 LB1866
 LB1866                         *CURRENT SURVEY CONTROL
 LB1866  ___________________________________________________________________
 LB1866* NAD 83(1986)-  40 14 02.     (N)    087 30 37.     (W)     SCALED    
 LB1866* NAVD 88     -       210.580  (meters)     690.88   (feet)  ADJUSTED  
 LB1866  ___________________________________________________________________
 LB1866  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 LB1866  DYNAMIC HT  -         210.474 (meters)     690.53  (feet)  COMP
 LB1866  MODELED GRAV-     980,117.7   (mgal)                       NAVD 88
 LB1866
 LB1866  VERT ORDER  -  FIRST     CLASS II
 LB1866
 LB1866.The horizontal coordinates were scaled from a topographic map and have
 LB1866.an estimated accuracy of +/- 6 seconds.
 LB1866
 LB1866.The orthometric height was determined by differential leveling
 LB1866.and adjusted by the National Geodetic Survey in June 1991..
 LB1866.WARNING-Repeat measurements at this control monument indicate possible
 LB1866.vertical movement.
 LB1866
 LB1866.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1866.See file dsdata.txt to determine how the superseded data were derived.
 LB1866
 LB1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK565538(NAD 83)
 LB1866_MARKER: DB = BENCH MARK DISK
 LB1866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1866_STAMPING: R 15 1934
 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   NGS
 LB1866
 LB1866                          STATION DESCRIPTION
 LB1866
 LB1866'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0543 ***********************************************************************
 ME0543  DESIGNATION -  R 150
 ME0543  PID         -  ME0543
 ME0543  STATE/COUNTY-  IN/LA PORTE
 ME0543  USGS QUAD   -  KINGSFORD HEIGHTS (1977)
 ME0543
 ME0543                         *CURRENT SURVEY CONTROL
 ME0543  ___________________________________________________________________
 ME0543* NAD 83(1986)-  41 24 06.     (N)    086 42 43.     (W)     SCALED    
 ME0543* NAVD 88     -       208.400  (meters)     683.73   (feet)  ADJUSTED  
 ME0543  ___________________________________________________________________
 ME0543  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0543  DYNAMIC HT  -         208.316 (meters)     683.45  (feet)  COMP
 ME0543  MODELED GRAV-     980,213.6   (mgal)                       NAVD 88
 ME0543
 ME0543  VERT ORDER  -  FIRST     CLASS II
 ME0543
 ME0543.The horizontal coordinates were scaled from a topographic map and have
 ME0543.an estimated accuracy of +/- 6 seconds.
 ME0543
 ME0543.The orthometric height was determined by differential leveling
 ME0543.and adjusted by the National Geodetic Survey in June 1991..
 ME0543
 ME0543.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0543.See file dsdata.txt to determine how the superseded data were derived.
 ME0543
 ME0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL240833(NAD 83)
 ME0543_MARKER: DB = BENCH MARK DISK
 ME0543_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0543_SP_SET: WATER TROUGH
 ME0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME0543
 ME0543  HISTORY     - Date     Condition        Report By
 ME0543  HISTORY     - UNK      MONUMENTED       CGS
 ME0543  HISTORY     - 1968     MARK NOT FOUND   NGS
 ME0543
 ME0543                          STATION DESCRIPTION
 ME0543
 ME0543'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME1338 ***********************************************************************
 ME1338  DESIGNATION -  R 151
 ME1338  PID         -  ME1338
 ME1338  STATE/COUNTY-  IN/PORTER
 ME1338  USGS QUAD   -  VALPARAISO (1992)
 ME1338
 ME1338                         *CURRENT SURVEY CONTROL
 ME1338  ___________________________________________________________________
 ME1338* NAD 83(1997)-  41 29 35.55229(N)    087 02 58.96655(W)     ADJUSTED  
 ME1338* NAVD 88     -       250.322  (meters)     821.26   (feet)  ADJUSTED  
 ME1338  ___________________________________________________________________
 ME1338  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 ME1338  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 ME1338  DYNAMIC HT  -         250.224 (meters)     820.94  (feet)  COMP
 ME1338  MODELED GRAV-     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
 ME1338.and adjusted by the National Geodetic Survey in June 1991..
 ME1338
 ME1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME1338
 ME1338.The geoid height was determined by GEOID03.
 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;                    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                          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
 ME1338.Superseded values are not recommended for survey control.
 ME1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1338.See file dsdata.txt to determine how the superseded data were derived.
 ME1338
 ME1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL9585093511(NAD 83)
 ME1338_MARKER: DB = BENCH MARK DISK
 ME1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1338_STAMPING: R 151 1946
 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 = OCTOBER  6, 2006
 ME0779 ***********************************************************************
 ME0779  DESIGNATION -  R 152
 ME0779  PID         -  ME0779
 ME0779  STATE/COUNTY-  IN/LA PORTE
 ME0779  USGS QUAD   -  LA PORTE WEST (1969)
 ME0779
 ME0779                         *CURRENT SURVEY CONTROL
 ME0779  ___________________________________________________________________
 ME0779* NAD 83(1986)-  41 34 22.     (N)    086 46 44.     (W)     SCALED    
 ME0779* NAVD 88     -       249.137  (meters)     817.38   (feet)  ADJUSTED  
 ME0779  ___________________________________________________________________
 ME0779  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 ME0779  DYNAMIC HT  -         249.040 (meters)     817.06  (feet)  COMP
 ME0779  MODELED GRAV-     980,225.6   (mgal)                       NAVD 88
 ME0779
 ME0779  VERT ORDER  -  SECOND    CLASS 0
 ME0779
 ME0779.The horizontal coordinates were scaled from a topographic map and have
 ME0779.an estimated accuracy of +/- 6 seconds.
 ME0779
 ME0779.The orthometric height was determined by differential leveling
 ME0779.and adjusted by the National Geodetic Survey in June 1991..
 ME0779
 ME0779.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0779.See file dsdata.txt to determine how the superseded data were derived.
 ME0779
 ME0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM184023(NAD 83)
 ME0779_MARKER: DB = BENCH MARK DISK
 ME0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0779_STAMPING: R 152 1946
 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 = OCTOBER  6, 2006
 ME0489 ***********************************************************************
 ME0489  DESIGNATION -  R 153
 ME0489  PID         -  ME0489
 ME0489  STATE/COUNTY-  IN/LA PORTE
 ME0489  USGS QUAD   -  KINGSFORD HEIGHTS (1977)
 ME0489
 ME0489                         *CURRENT SURVEY CONTROL
 ME0489  ___________________________________________________________________
 ME0489* NAD 83(1986)-  41 29 01.     (N)    086 42 29.     (W)     SCALED    
 ME0489* NAVD 88     -       219.760  (meters)     721.00   (feet)  ADJUSTED  
 ME0489  ___________________________________________________________________
 ME0489  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0489  DYNAMIC HT  -         219.673 (meters)     720.71  (feet)  COMP
 ME0489  MODELED GRAV-     980,220.7   (mgal)                       NAVD 88
 ME0489
 ME0489  VERT ORDER  -  SECOND    CLASS 0
 ME0489
 ME0489.The horizontal coordinates were scaled from a topographic map and have
 ME0489.an estimated accuracy of +/- 6 seconds.
 ME0489
 ME0489.The orthometric height was determined by differential leveling
 ME0489.and adjusted by the National Geodetic Survey in June 1991..
 ME0489
 ME0489.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0489.See file dsdata.txt to determine how the superseded data were derived.
 ME0489
 ME0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL243924(NAD 83)
 ME0489_MARKER: DB = BENCH MARK DISK
 ME0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0489_STAMPING: R 153 1946
 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 = OCTOBER  6, 2006
 ME0799 ***********************************************************************
 ME0799  DESIGNATION -  R 154
 ME0799  PID         -  ME0799
 ME0799  STATE/COUNTY-  IN/LA PORTE
 ME0799  USGS QUAD   -  STILLWELL (1977)
 ME0799
 ME0799                         *CURRENT SURVEY CONTROL
 ME0799  ___________________________________________________________________
 ME0799* NAD 83(1986)-  41 32 51.     (N)    086 30 19.     (W)     SCALED    
 ME0799* NAVD 88     -       210.241  (meters)     689.77   (feet)  ADJUSTED  
 ME0799  ___________________________________________________________________
 ME0799  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0799  DYNAMIC HT  -         210.158 (meters)     689.49  (feet)  COMP
 ME0799  MODELED GRAV-     980,224.4   (mgal)                       NAVD 88
 ME0799
 ME0799  VERT ORDER  -  SECOND    CLASS 0
 ME0799
 ME0799.The horizontal coordinates were scaled from a topographic map and have
 ME0799.an estimated accuracy of +/- 6 seconds.
 ME0799
 ME0799.The orthometric height was determined by differential leveling
 ME0799.and adjusted by the National Geodetic Survey in June 1991..
 ME0799
 ME0799.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0799.See file dsdata.txt to determine how the superseded data were derived.
 ME0799
 ME0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL412996(NAD 83)
 ME0799_MARKER: DB = BENCH MARK DISK
 ME0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0799_STAMPING: R 154 1946
 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 = OCTOBER  6, 2006
 ME0884 ***********************************************************************
 ME0884  DESIGNATION -  R 155
 ME0884  PID         -  ME0884
 ME0884  STATE/COUNTY-  IN/LA PORTE
 ME0884  USGS QUAD   -  NEW CARLISLE (1980)
 ME0884
 ME0884                         *CURRENT SURVEY CONTROL
 ME0884  ___________________________________________________________________
 ME0884* NAD 83(1986)-  41 37 39.     (N)    086 30 27.     (W)     SCALED    
 ME0884* NAVD 88     -       222.268  (meters)     729.22   (feet)  ADJUSTED  
 ME0884  ___________________________________________________________________
 ME0884  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 ME0884  DYNAMIC HT  -         222.181 (meters)     728.94  (feet)  COMP
 ME0884  MODELED GRAV-     980,227.4   (mgal)                       NAVD 88
 ME0884
 ME0884  VERT ORDER  -  SECOND    CLASS 0
 ME0884
 ME0884.The horizontal coordinates were scaled from a topographic map and have
 ME0884.an estimated accuracy of +/- 6 seconds.
 ME0884
 ME0884.The orthometric height was determined by differential leveling
 ME0884.and adjusted by the National Geodetic Survey in June 1991..
 ME0884
 ME0884.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0884.See file dsdata.txt to determine how the superseded data were derived.
 ME0884
 ME0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM410085(NAD 83)
 ME0884_MARKER: DB = BENCH MARK DISK
 ME0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0884_STAMPING: R 155 1946
 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 = OCTOBER  6, 2006
 ME1396 ***********************************************************************
 ME1396  DESIGNATION -  R 156
 ME1396  PID         -  ME1396
 ME1396  STATE/COUNTY-  IN/JASPER
 ME1396  USGS QUAD   -  GIFFORD (1962)
 ME1396
 ME1396                         *CURRENT SURVEY CONTROL
 ME1396  ___________________________________________________________________
 ME1396* NAD 83(1986)-  41 04 15.     (N)    087 02 25.     (W)     SCALED    
 ME1396* NAVD 88     -       207.207  (meters)     679.81   (feet)  ADJUSTED  
 ME1396  ___________________________________________________________________
 ME1396  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 ME1396  DYNAMIC HT  -         207.117 (meters)     679.52  (feet)  COMP
 ME1396  MODELED GRAV-     980,187.2   (mgal)                       NAVD 88
 ME1396
 ME1396  VERT ORDER  -  SECOND    CLASS 0
 ME1396
 ME1396.The horizontal coordinates were scaled from a topographic map and have
 ME1396.an estimated accuracy of +/- 6 seconds.
 ME1396
 ME1396.The orthometric height was determined by differential leveling
 ME1396.and adjusted by the National Geodetic Survey in June 1991..
 ME1396
 ME1396.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1396.See file dsdata.txt to determine how the superseded data were derived.
 ME1396
 ME1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL966466(NAD 83)
 ME1396_MARKER: DB = BENCH MARK DISK
 ME1396_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1396_SP_SET: ABUTMENT
 ME1396_STAMPING: R 156 1946
 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   NGS
 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 NATIONAL GEODETIC SURVEY 1968
 ME1396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1415 ***********************************************************************
 ME1415  DESIGNATION -  R 157
 ME1415  PID         -  ME1415
 ME1415  STATE/COUNTY-  IN/JASPER
 ME1415  USGS QUAD   -  PARR (1980)
 ME1415
 ME1415                         *CURRENT SURVEY CONTROL
 ME1415  ___________________________________________________________________
 ME1415* NAD 83(1986)-  41 00 47.     (N)    087 14 15.     (W)     SCALED    
 ME1415* NAVD 88     -       210.161  (meters)     689.50   (feet)  ADJUSTED  
 ME1415  ___________________________________________________________________
 ME1415  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME1415  DYNAMIC HT  -         210.071 (meters)     689.21  (feet)  COMP
 ME1415  MODELED GRAV-     980,189.2   (mgal)                       NAVD 88
 ME1415
 ME1415  VERT ORDER  -  SECOND    CLASS 0
 ME1415
 ME1415.The horizontal coordinates were scaled from a topographic map and have
 ME1415.an estimated accuracy of +/- 6 seconds.
 ME1415
 ME1415.The orthometric height was determined by differential leveling
 ME1415.and adjusted by the National Geodetic Survey in June 1991..
 ME1415
 ME1415.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1415.See file dsdata.txt to determine how the superseded data were derived.
 ME1415
 ME1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL800402(NAD 83)
 ME1415_MARKER: DB = BENCH MARK DISK
 ME1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1415_STAMPING: R 157 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1174 ***********************************************************************
 MD1174  DESIGNATION -  R 158
 MD1174  PID         -  MD1174
 MD1174  STATE/COUNTY-  IN/ELKHART
 MD1174  USGS QUAD   -  MILFORD (1994)
 MD1174
 MD1174                         *CURRENT SURVEY CONTROL
 MD1174  ___________________________________________________________________
 MD1174* NAD 83(1986)-  41 26 58.     (N)    085 49 42.     (W)     SCALED    
 MD1174* NAVD 88     -       254.393  (meters)     834.62   (feet)  ADJUSTED  
 MD1174  ___________________________________________________________________
 MD1174  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MD1174  DYNAMIC HT  -         254.294 (meters)     834.30  (feet)  COMP
 MD1174  MODELED GRAV-     980,225.9   (mgal)                       NAVD 88
 MD1174
 MD1174  VERT ORDER  -  SECOND    CLASS 0
 MD1174
 MD1174.The horizontal coordinates were scaled from a topographic map and have
 MD1174.an estimated accuracy of +/- 6 seconds.
 MD1174
 MD1174.The orthometric height was determined by differential leveling
 MD1174.and adjusted by the National Geodetic Survey in June 1991..
 MD1174
 MD1174.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1174.See file dsdata.txt to determine how the superseded data were derived.
 MD1174
 MD1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL978893(NAD 83)
 MD1174_MARKER: DB = BENCH MARK DISK
 MD1174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD1174_SP_SET: ABUTMENT
 MD1174_STAMPING: R 158 1946
 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 = OCTOBER  6, 2006
 LB1252 ***********************************************************************
 LB1252  DESIGNATION -  R 16
 LB1252  PID         -  LB1252
 LB1252  STATE/COUNTY-  IN/NEWTON
 LB1252  USGS QUAD   -  KENTLAND (1980)
 LB1252
 LB1252                         *CURRENT SURVEY CONTROL
 LB1252  ___________________________________________________________________
 LB1252* NAD 83(1986)-  40 46 17.     (N)    087 26 59.     (W)     SCALED    
 LB1252* NAVD 88     -       206.832  (meters)     678.58   (feet)  ADJUSTED  
 LB1252  ___________________________________________________________________
 LB1252  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 LB1252  DYNAMIC HT  -         206.738 (meters)     678.27  (feet)  COMP
 LB1252  MODELED GRAV-     980,164.8   (mgal)                       NAVD 88
 LB1252
 LB1252  VERT ORDER  -  FIRST     CLASS II
 LB1252
 LB1252.The horizontal coordinates were scaled from a topographic map and have
 LB1252.an estimated accuracy of +/- 6 seconds.
 LB1252
 LB1252.The orthometric height was determined by differential leveling
 LB1252.and adjusted by the National Geodetic Survey in June 1991..
 LB1252.WARNING-Repeat measurements at this control monument indicate possible
 LB1252.vertical movement.
 LB1252
 LB1252.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1252.See file dsdata.txt to determine how the superseded data were derived.
 LB1252
 LB1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL620134(NAD 83)
 LB1252_MARKER: DB = BENCH MARK DISK
 LB1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1252_STAMPING: R 16 1934
 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             NGS
 LB1252
 LB1252                          STATION DESCRIPTION
 LB1252
 LB1252'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1060 ***********************************************************************
 MD1060  DESIGNATION -  R 160
 MD1060  PID         -  MD1060
 MD1060  STATE/COUNTY-  IN/KOSCIUSKO
 MD1060  USGS QUAD   -  MILFORD (1994)
 MD1060
 MD1060                         *CURRENT SURVEY CONTROL
 MD1060  ___________________________________________________________________
 MD1060* NAD 83(1986)-  41 24 18.     (N)    085 50 42.     (W)     SCALED    
 MD1060* NAVD 88     -       254.001  (meters)     833.33   (feet)  ADJUSTED  
 MD1060  ___________________________________________________________________
 MD1060  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 MD1060  DYNAMIC HT  -         253.901 (meters)     833.01  (feet)  COMP
 MD1060  MODELED GRAV-     980,226.5   (mgal)                       NAVD 88
 MD1060
 MD1060  VERT ORDER  -  FIRST     CLASS II
 MD1060
 MD1060.The horizontal coordinates were scaled from a topographic map and have
 MD1060.an estimated accuracy of +/- 6 seconds.
 MD1060
 MD1060.The orthometric height was determined by differential leveling
 MD1060.and adjusted by the National Geodetic Survey in June 1991..
 MD1060
 MD1060.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1060.See file dsdata.txt to determine how the superseded data were derived.
 MD1060
 MD1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL965843(NAD 83)
 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 NOT SUITABLE FOR
 MD1060+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1993
 MD1060
 MD1060  HISTORY     - Date     Condition        Report By
 MD1060  HISTORY     - 1946     MONUMENTED       CGS
 MD1060  HISTORY     - 1983     GOOD             USE
 MD1060  HISTORY     - 19930108 GOOD             NGS
 MD1060  HISTORY     - 19970612 GOOD             USPSQD
 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 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0741 ***********************************************************************
 MD0741  DESIGNATION -  R 161
 MD0741  PID         -  MD0741
 MD0741  STATE/COUNTY-  IN/NOBLE
 MD0741  USGS QUAD   -  ALBION (1973)
 MD0741
 MD0741                         *CURRENT SURVEY CONTROL
 MD0741  ___________________________________________________________________
 MD0741* NAD 83(1986)-  41 27 25.     (N)    085 27 41.     (W)     SCALED    
 MD0741* NAVD 88     -       278.459  (meters)     913.58   (feet)  ADJUSTED  
 MD0741  ___________________________________________________________________
 MD0741  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 MD0741  DYNAMIC HT  -         278.345 (meters)     913.20  (feet)  COMP
 MD0741  MODELED GRAV-     980,204.2   (mgal)                       NAVD 88
 MD0741
 MD0741  VERT ORDER  -  SECOND    CLASS 0
 MD0741
 MD0741.The horizontal coordinates were scaled from a topographic map and have
 MD0741.an estimated accuracy of +/- 6 seconds.
 MD0741
 MD0741.The orthometric height was determined by differential leveling
 MD0741.and adjusted by the National Geodetic Survey in June 1991..
 MD0741
 MD0741.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0741.See file dsdata.txt to determine how the superseded data were derived.
 MD0741
 MD0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL285906(NAD 83)
 MD0741_MARKER: DB = BENCH MARK DISK
 MD0741_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0741_SP_SET: ABUTMENT
 MD0741_STAMPING: R 161 1946
 MD0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0741
 MD0741  HISTORY     - Date     Condition        Report By
 MD0741  HISTORY     - 1946     MONUMENTED       CGS
 MD0741  HISTORY     - 1963     GOOD             NGS
 MD0741
 MD0741                          STATION DESCRIPTION
 MD0741
 MD0741'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0865 ***********************************************************************
 MD0865  DESIGNATION -  R 162
 MD0865  PID         -  MD0865
 MD0865  STATE/COUNTY-  IN/DE KALB
 MD0865  USGS QUAD   -  AUBURN (1981)
 MD0865
 MD0865                         *CURRENT SURVEY CONTROL
 MD0865  ___________________________________________________________________
 MD0865* NAD 83(1986)-  41 22 00.     (N)    085 06 01.     (W)     SCALED    
 MD0865* NAVD 88     -       267.506  (meters)     877.64   (feet)  ADJUSTED  
 MD0865  ___________________________________________________________________
 MD0865  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 MD0865  DYNAMIC HT  -         267.398 (meters)     877.29  (feet)  COMP
 MD0865  MODELED GRAV-     980,214.1   (mgal)                       NAVD 88
 MD0865
 MD0865  VERT ORDER  -  SECOND    CLASS 0
 MD0865
 MD0865.The horizontal coordinates were scaled from a topographic map and have
 MD0865.an estimated accuracy of +/- 6 seconds.
 MD0865
 MD0865.The orthometric height was determined by differential leveling
 MD0865.and adjusted by the National Geodetic Survey in June 1991..
 MD0865
 MD0865.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0865.See file dsdata.txt to determine how the superseded data were derived.
 MD0865
 MD0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL588812(NAD 83)
 MD0865_MARKER: DB = BENCH MARK DISK
 MD0865_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0865_SP_SET: ABUTMENT
 MD0865_STAMPING: R 162 1946
 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 = OCTOBER  6, 2006
 MD0866 ***********************************************************************
 MD0866  DESIGNATION -  R 162 RESET 1960
 MD0866  PID         -  MD0866
 MD0866  STATE/COUNTY-  IN/DE KALB
 MD0866  USGS QUAD   -  AUBURN (1981)
 MD0866
 MD0866                         *CURRENT SURVEY CONTROL
 MD0866  ___________________________________________________________________
 MD0866* NAD 83(1986)-  41 22 00.     (N)    085 06 01.     (W)     SCALED    
 MD0866* NAVD 88     -       267.73   (meters)     878.4    (feet)  RESET     
 MD0866  ___________________________________________________________________
 MD0866  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 MD0866
 MD0866  VERT ORDER  -  THIRD
 MD0866
 MD0866.The horizontal coordinates were scaled from a topographic map and have
 MD0866.an estimated accuracy of +/- 6 seconds.
 MD0866
 MD0866.The orthometric height was computed from unverified reset data.
 MD0866
 MD0866.The geoid height was determined by GEOID03.
 MD0866
 MD0866;                    North         East    Units  Estimated Accuracy
 MD0866;SPC IN E     -   679,430.      147,390.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0866.See file dsdata.txt to determine how the superseded data were derived.
 MD0866
 MD0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL588812(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0866
 MD0866  HISTORY     - Date     Condition        Report By
 MD0866  HISTORY     - 1960     MONUMENTED       CGS
 MD0866  HISTORY     - 1962     GOOD             NGS
 MD0866
 MD0866                          STATION DESCRIPTION
 MD0866
 MD0866'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0929 ***********************************************************************
 MD0929  DESIGNATION -  R 163 RESET 1966
 MD0929  PID         -  MD0929
 MD0929  STATE/COUNTY-  IN/NOBLE
 MD0929  USGS QUAD   -  ALBION (1973)
 MD0929
 MD0929                         *CURRENT SURVEY CONTROL
 MD0929  ___________________________________________________________________
 MD0929* NAD 83(1986)-  41 26 18.     (N)    085 25 23.     (W)     SCALED    
 MD0929* NAVD 88     -       283.26   (meters)     929.3    (feet)  RESET     
 MD0929  ___________________________________________________________________
 MD0929  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 MD0929
 MD0929  VERT ORDER  -  THIRD
 MD0929
 MD0929.The horizontal coordinates were scaled from a topographic map and have
 MD0929.an estimated accuracy of +/- 6 seconds.
 MD0929
 MD0929.The orthometric height was computed from unverified reset data.
 MD0929
 MD0929.The geoid height was determined by GEOID03.
 MD0929
 MD0929;                    North         East    Units  Estimated Accuracy
 MD0929;SPC IN E     -   687,270.      120,360.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0929.See file dsdata.txt to determine how the superseded data were derived.
 MD0929
 MD0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL317886(NAD 83)
 MD0929_MARKER: DB = BENCH MARK DISK
 MD0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0929_STAMPING: R 163 RESET 1966
 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 = OCTOBER  6, 2006
 MD0938 ***********************************************************************
 MD0938  DESIGNATION -  R 164
 MD0938  PID         -  MD0938
 MD0938  STATE/COUNTY-  IN/NOBLE
 MD0938  USGS QUAD   -  MERRIAM (1965)
 MD0938
 MD0938                         *CURRENT SURVEY CONTROL
 MD0938  ___________________________________________________________________
 MD0938* NAD 83(1986)-  41 17 16.     (N)    085 26 04.     (W)     SCALED    
 MD0938* NAVD 88     -       286.229  (meters)     939.07   (feet)  ADJUSTED  
 MD0938  ___________________________________________________________________
 MD0938  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MD0938  DYNAMIC HT  -         286.116 (meters)     938.70  (feet)  COMP
 MD0938  MODELED GRAV-     980,223.3   (mgal)                       NAVD 88
 MD0938
 MD0938  VERT ORDER  -  SECOND    CLASS 0
 MD0938
 MD0938.The horizontal coordinates were scaled from a topographic map and have
 MD0938.an estimated accuracy of +/- 6 seconds.
 MD0938
 MD0938.The orthometric height was determined by differential leveling
 MD0938.and adjusted by the National Geodetic Survey in June 1991..
 MD0938
 MD0938.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0938.See file dsdata.txt to determine how the superseded data were derived.
 MD0938
 MD0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL310718(NAD 83)
 MD0938_MARKER: DB = BENCH MARK DISK
 MD0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0938_STAMPING: R 164 1946
 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             NGS
 MD0938
 MD0938                          STATION DESCRIPTION
 MD0938
 MD0938'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD1153 ***********************************************************************
 MD1153  DESIGNATION -  R 165
 MD1153  PID         -  MD1153
 MD1153  STATE/COUNTY-  IN/WHITLEY
 MD1153  USGS QUAD   -  LORANE (1965)
 MD1153
 MD1153                         *CURRENT SURVEY CONTROL
 MD1153  ___________________________________________________________________
 MD1153* NAD 83(1986)-  41 14 07.     (N)    085 33 27.     (W)     SCALED    
 MD1153* NAVD 88     -       283.620  (meters)     930.51   (feet)  ADJUSTED  
 MD1153  ___________________________________________________________________
 MD1153  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 MD1153  DYNAMIC HT  -         283.506 (meters)     930.14  (feet)  COMP
 MD1153  MODELED GRAV-     980,213.7   (mgal)                       NAVD 88
 MD1153
 MD1153  VERT ORDER  -  SECOND    CLASS 0
 MD1153
 MD1153.The horizontal coordinates were scaled from a topographic map and have
 MD1153.an estimated accuracy of +/- 6 seconds.
 MD1153
 MD1153.The orthometric height was determined by differential leveling
 MD1153.and adjusted by the National Geodetic Survey in June 1991..
 MD1153
 MD1153.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1153.See file dsdata.txt to determine how the superseded data were derived.
 MD1153
 MD1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL208658(NAD 83)
 MD1153_MARKER: DB = BENCH MARK DISK
 MD1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1153_STAMPING: R 165 1946
 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             NGS
 MD1153
 MD1153                          STATION DESCRIPTION
 MD1153
 MD1153'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0037 ***********************************************************************
 ME0037  DESIGNATION -  R 167
 ME0037  PID         -  ME0037
 ME0037  STATE/COUNTY-  IN/ST JOSEPH
 ME0037  USGS QUAD   -  LAKEVILLE (1980)
 ME0037
 ME0037                         *CURRENT SURVEY CONTROL
 ME0037  ___________________________________________________________________
 ME0037* NAD 83(1986)-  41 35 50.     (N)    086 15 31.     (W)     SCALED    
 ME0037* NAVD 88     -       263.103  (meters)     863.20   (feet)  ADJUSTED  
 ME0037  ___________________________________________________________________
 ME0037  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 ME0037  DYNAMIC HT  -         262.998 (meters)     862.85  (feet)  COMP
 ME0037  MODELED GRAV-     980,217.4   (mgal)                       NAVD 88
 ME0037
 ME0037  VERT ORDER  -  SECOND    CLASS 0
 ME0037
 ME0037.The horizontal coordinates were scaled from a topographic map and have
 ME0037.an estimated accuracy of +/- 6 seconds.
 ME0037
 ME0037.The orthometric height was determined by differential leveling
 ME0037.and adjusted by the National Geodetic Survey in June 1991..
 ME0037
 ME0037.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0037.See file dsdata.txt to determine how the superseded data were derived.
 ME0037
 ME0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM617053(NAD 83)
 ME0037_MARKER: DB = BENCH MARK DISK
 ME0037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0037_SP_SET: FOUNDATION
 ME0037_STAMPING: R 167 1946
 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 = OCTOBER  6, 2006
 ME0170 ***********************************************************************
 ME0170  DESIGNATION -  R 168
 ME0170  PID         -  ME0170
 ME0170  STATE/COUNTY-  IN/ST JOSEPH
 ME0170  USGS QUAD   -  BREMEN (1991)
 ME0170
 ME0170                         *CURRENT SURVEY CONTROL
 ME0170  ___________________________________________________________________
 ME0170* NAD 83(1986)-  41 28 45.     (N)    086 09 21.     (W)     SCALED    
 ME0170* NAVD 88     -       251.269  (meters)     824.37   (feet)  ADJUSTED  
 ME0170  ___________________________________________________________________
 ME0170  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ME0170  DYNAMIC HT  -         251.164 (meters)     824.03  (feet)  COMP
 ME0170  MODELED GRAV-     980,200.9   (mgal)                       NAVD 88
 ME0170
 ME0170  VERT ORDER  -  SECOND    CLASS 0
 ME0170
 ME0170.The horizontal coordinates were scaled from a topographic map and have
 ME0170.an estimated accuracy of +/- 6 seconds.
 ME0170
 ME0170.The orthometric height was determined by differential leveling
 ME0170.and adjusted by the National Geodetic Survey in June 1991..
 ME0170
 ME0170.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0170.See file dsdata.txt to determine how the superseded data were derived.
 ME0170
 ME0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL704922(NAD 83)
 ME0170_MARKER: DB = BENCH MARK DISK
 ME0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0170_STAMPING: R 168 1946
 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 = OCTOBER  6, 2006
 ME0178 ***********************************************************************
 ME0178  DESIGNATION -  R 169
 ME0178  PID         -  ME0178
 ME0178  STATE/COUNTY-  IN/MARSHALL
 ME0178  USGS QUAD   -  BREMEN (1991)
 ME0178
 ME0178                         *CURRENT SURVEY CONTROL
 ME0178  ___________________________________________________________________
 ME0178* NAD 83(1986)-  41 24 21.     (N)    086 13 05.     (W)     SCALED    
 ME0178* NAVD 88     -       249.367  (meters)     818.13   (feet)  ADJUSTED  
 ME0178  ___________________________________________________________________
 ME0178  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 ME0178  DYNAMIC HT  -         249.263 (meters)     817.79  (feet)  COMP
 ME0178  MODELED GRAV-     980,198.6   (mgal)                       NAVD 88
 ME0178
 ME0178  VERT ORDER  -  SECOND    CLASS 0
 ME0178
 ME0178.The horizontal coordinates were scaled from a topographic map and have
 ME0178.an estimated accuracy of +/- 6 seconds.
 ME0178
 ME0178.The orthometric height was determined by differential leveling
 ME0178.and adjusted by the National Geodetic Survey in June 1991..
 ME0178
 ME0178.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0178.See file dsdata.txt to determine how the superseded data were derived.
 ME0178
 ME0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL653841(NAD 83)
 ME0178_MARKER: DB = BENCH MARK DISK
 ME0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0178_STAMPING: R 169 1946
 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 = OCTOBER  6, 2006
 ME1161 ***********************************************************************
 ME1161  DESIGNATION -  R 17
 ME1161  PID         -  ME1161
 ME1161  STATE/COUNTY-  IN/LAKE
 ME1161  USGS QUAD   -  ST JOHN (1992)
 ME1161
 ME1161                         *CURRENT SURVEY CONTROL
 ME1161  ___________________________________________________________________
 ME1161* NAD 83(1986)-  41 26 41.     (N)    087 27 56.     (W)     SCALED    
 ME1161* NAVD 88     -       213.103  (meters)     699.16   (feet)  ADJUSTED  
 ME1161  ___________________________________________________________________
 ME1161  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 ME1161  DYNAMIC HT  -         213.018 (meters)     698.88  (feet)  COMP
 ME1161  MODELED GRAV-     980,222.8   (mgal)                       NAVD 88
 ME1161
 ME1161  VERT ORDER  -  FIRST     CLASS II
 ME1161
 ME1161.The horizontal coordinates were scaled from a topographic map and have
 ME1161.an estimated accuracy of +/- 6 seconds.
 ME1161
 ME1161.The orthometric height was determined by differential leveling
 ME1161.and adjusted by the National Geodetic Survey in June 1991..
 ME1161
 ME1161.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1161.See file dsdata.txt to determine how the superseded data were derived.
 ME1161
 ME1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL611882(NAD 83)
 ME1161_MARKER: DB = BENCH MARK DISK
 ME1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1161_STAMPING: R 17 1934
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0022 ***********************************************************************
 ME0022  DESIGNATION -  R 170
 ME0022  PID         -  ME0022
 ME0022  STATE/COUNTY-  IN/ST JOSEPH
 ME0022  USGS QUAD   -  WYATT (1992)
 ME0022
 ME0022                         *CURRENT SURVEY CONTROL
 ME0022  ___________________________________________________________________
 ME0022* NAD 83(1986)-  41 31 15.     (N)    086 11 29.     (W)     SCALED    
 ME0022* NAVD 88     -       251.254  (meters)     824.32   (feet)  ADJUSTED  
 ME0022  ___________________________________________________________________
 ME0022  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 ME0022  DYNAMIC HT  -         251.150 (meters)     823.98  (feet)  COMP
 ME0022  MODELED GRAV-     980,203.2   (mgal)                       NAVD 88
 ME0022
 ME0022  VERT ORDER  -  SECOND    CLASS 0
 ME0022
 ME0022.The horizontal coordinates were scaled from a topographic map and have
 ME0022.an estimated accuracy of +/- 6 seconds.
 ME0022
 ME0022.The orthometric height was determined by differential leveling
 ME0022.and adjusted by the National Geodetic Survey in June 1991..
 ME0022
 ME0022.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0022.See file dsdata.txt to determine how the superseded data were derived.
 ME0022
 ME0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL674968(NAD 83)
 ME0022_MARKER: DB = BENCH MARK DISK
 ME0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0022_SP_SET: BRIDGE
 ME0022_STAMPING: R 170 1946
 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 = OCTOBER  6, 2006
 MD1200 ***********************************************************************
 MD1200  DESIGNATION -  R 172
 MD1200  PID         -  MD1200
 MD1200  STATE/COUNTY-  IN/ELKHART
 MD1200  USGS QUAD   -  NAPPANEE EAST (1992)
 MD1200
 MD1200                         *CURRENT SURVEY CONTROL
 MD1200  ___________________________________________________________________
 MD1200* NAD 83(1986)-  41 29 37.     (N)    085 56 37.     (W)     SCALED    
 MD1200* NAVD 88     -       268.706  (meters)     881.58   (feet)  ADJUSTED  
 MD1200  ___________________________________________________________________
 MD1200  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 MD1200  DYNAMIC HT  -         268.596 (meters)     881.22  (feet)  COMP
 MD1200  MODELED GRAV-     980,207.4   (mgal)                       NAVD 88
 MD1200
 MD1200  VERT ORDER  -  SECOND    CLASS 0
 MD1200
 MD1200.The horizontal coordinates were scaled from a topographic map and have
 MD1200.an estimated accuracy of +/- 6 seconds.
 MD1200
 MD1200.The orthometric height was determined by differential leveling
 MD1200.and adjusted by the National Geodetic Survey in June 1991..
 MD1200
 MD1200.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1200.See file dsdata.txt to determine how the superseded data were derived.
 MD1200
 MD1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL881940(NAD 83)
 MD1200_MARKER: DB = BENCH MARK DISK
 MD1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1200_STAMPING: R 172 1946
 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 = OCTOBER  6, 2006
 LA1857 ***********************************************************************
 LA1857  DESIGNATION -  R 173
 LA1857  PID         -  LA1857
 LA1857  STATE/COUNTY-  IN/GRANT
 LA1857  USGS QUAD   -  SWEETSER (1992)
 LA1857
 LA1857                         *CURRENT SURVEY CONTROL
 LA1857  ___________________________________________________________________
 LA1857* NAD 83(1986)-  40 31 21.     (N)    085 49 33.     (W)     SCALED    
 LA1857* NAVD 88     -       261.547  (meters)     858.09   (feet)  ADJUSTED  
 LA1857  ___________________________________________________________________
 LA1857  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LA1857  DYNAMIC HT  -         261.413 (meters)     857.65  (feet)  COMP
 LA1857  MODELED GRAV-     980,104.4   (mgal)                       NAVD 88
 LA1857
 LA1857  VERT ORDER  -  SECOND    CLASS 0
 LA1857
 LA1857.The horizontal coordinates were scaled from a topographic map and have
 LA1857.an estimated accuracy of +/- 6 seconds.
 LA1857
 LA1857.The orthometric height was determined by differential leveling
 LA1857.and adjusted by the National Geodetic Survey in June 1991..
 LA1857
 LA1857.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1857.See file dsdata.txt to determine how the superseded data were derived.
 LA1857
 LA1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK994864(NAD 83)
 LA1857_MARKER: DB = BENCH MARK DISK
 LA1857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1857_SP_SET: CULVERT
 LA1857_STAMPING: R 173 1946
 LA1857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA1592 ***********************************************************************
 LA1592  DESIGNATION -  R 174
 LA1592  PID         -  LA1592
 LA1592  STATE/COUNTY-  IN/GRANT
 LA1592  USGS QUAD   -  MARION (1992)
 LA1592
 LA1592                         *CURRENT SURVEY CONTROL
 LA1592  ___________________________________________________________________
 LA1592* NAD 83(1986)-  40 31 36.     (N)    085 41 33.     (W)     SCALED    
 LA1592* NAVD 88     -       258.006  (meters)     846.47   (feet)  ADJUSTED  
 LA1592  ___________________________________________________________________
 LA1592  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LA1592  DYNAMIC HT  -         257.874 (meters)     846.04  (feet)  COMP
 LA1592  MODELED GRAV-     980,107.5   (mgal)                       NAVD 88
 LA1592
 LA1592  VERT ORDER  -  FIRST     CLASS II
 LA1592
 LA1592.The horizontal coordinates were scaled from a topographic map and have
 LA1592.an estimated accuracy of +/- 6 seconds.
 LA1592
 LA1592.The orthometric height was determined by differential leveling
 LA1592.and adjusted by the National Geodetic Survey in June 1991..
 LA1592
 LA1592.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1592.See file dsdata.txt to determine how the superseded data were derived.
 LA1592
 LA1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK107870(NAD 83)
 LA1592_MARKER: DB = BENCH MARK DISK
 LA1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1592_STAMPING: R 174 1946
 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 = OCTOBER  6, 2006
 LB0262 ***********************************************************************
 LB0262  DESIGNATION -  R 175
 LB0262  PID         -  LB0262
 LB0262  STATE/COUNTY-  IN/MIAMI
 LB0262  USGS QUAD   -  BUNKER HILL (1994)
 LB0262
 LB0262                         *CURRENT SURVEY CONTROL
 LB0262  ___________________________________________________________________
 LB0262* NAD 83(1986)-  40 44 01.     (N)    086 06 49.     (W)     SCALED    
 LB0262* NAVD 88     -       223.262  (meters)     732.49   (feet)  ADJUSTED  
 LB0262  ___________________________________________________________________
 LB0262  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 LB0262  DYNAMIC HT  -         223.154 (meters)     732.13  (feet)  COMP
 LB0262  MODELED GRAV-     980,137.4   (mgal)                       NAVD 88
 LB0262
 LB0262  VERT ORDER  -  SECOND    CLASS 0
 LB0262
 LB0262.The horizontal coordinates were scaled from a topographic map and have
 LB0262.an estimated accuracy of +/- 6 seconds.
 LB0262
 LB0262.The orthometric height was determined by differential leveling
 LB0262.and adjusted by the National Geodetic Survey in June 1991..
 LB0262
 LB0262.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0262.See file dsdata.txt to determine how the superseded data were derived.
 LB0262
 LB0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL748095(NAD 83)
 LB0262_MARKER: DB = BENCH MARK DISK
 LB0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0262_STAMPING: R 175 1946
 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 = OCTOBER  6, 2006
 ME0364 ***********************************************************************
 ME0364  DESIGNATION -  R 176
 ME0364  PID         -  ME0364
 ME0364  STATE/COUNTY-  IN/FULTON
 ME0364  USGS QUAD   -  CULVER (1980)
 ME0364
 ME0364                         *CURRENT SURVEY CONTROL
 ME0364  ___________________________________________________________________
 ME0364* NAD 83(1986)-  41 09 52.     (N)    086 24 53.     (W)     SCALED    
 ME0364* NAVD 88     -       225.642  (meters)     740.29   (feet)  ADJUSTED  
 ME0364  ___________________________________________________________________
 ME0364  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 ME0364  DYNAMIC HT  -         225.550 (meters)     739.99  (feet)  COMP
 ME0364  MODELED GRAV-     980,209.4   (mgal)                       NAVD 88
 ME0364
 ME0364  VERT ORDER  -  SECOND    CLASS 0
 ME0364
 ME0364.The horizontal coordinates were scaled from a topographic map and have
 ME0364.an estimated accuracy of +/- 6 seconds.
 ME0364
 ME0364.The orthometric height was determined by differential leveling
 ME0364.and adjusted by the National Geodetic Survey in June 1991..
 ME0364
 ME0364.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0364.See file dsdata.txt to determine how the superseded data were derived.
 ME0364
 ME0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL491571(NAD 83)
 ME0364_MARKER: DB = BENCH MARK DISK
 ME0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0364_STAMPING: R 176 1946
 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 = OCTOBER  6, 2006
 MD1286 ***********************************************************************
 MD1286  DESIGNATION -  R 177
 MD1286  PID         -  MD1286
 MD1286  STATE/COUNTY-  IN/KOSCIUSKO
 MD1286  USGS QUAD   -  SILVER LAKE (1994)
 MD1286
 MD1286                         *CURRENT SURVEY CONTROL
 MD1286  ___________________________________________________________________
 MD1286* NAD 83(1986)-  41 04 15.     (N)    085 59 26.     (W)     SCALED    
 MD1286* NAVD 88     -       270.426  (meters)     887.22   (feet)  ADJUSTED  
 MD1286  ___________________________________________________________________
 MD1286  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 MD1286  DYNAMIC HT  -         270.306 (meters)     886.83  (feet)  COMP
 MD1286  MODELED GRAV-     980,172.4   (mgal)                       NAVD 88
 MD1286
 MD1286  VERT ORDER  -  SECOND    CLASS 0
 MD1286
 MD1286.The horizontal coordinates were scaled from a topographic map and have
 MD1286.an estimated accuracy of +/- 6 seconds.
 MD1286
 MD1286.The orthometric height was determined by differential leveling
 MD1286.and adjusted by the National Geodetic Survey in June 1991..
 MD1286
 MD1286.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1286.See file dsdata.txt to determine how the superseded data were derived.
 MD1286
 MD1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL848471(NAD 83)
 MD1286_MARKER: DB = BENCH MARK DISK
 MD1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1286_STAMPING: R 177 1946
 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 = OCTOBER  6, 2006
 ME0434 ***********************************************************************
 ME0434  DESIGNATION -  R 178
 ME0434  PID         -  ME0434
 ME0434  STATE/COUNTY-  IN/KOSCIUSKO
 ME0434  USGS QUAD   -  AKRON (1994)
 ME0434
 ME0434                         *CURRENT SURVEY CONTROL
 ME0434  ___________________________________________________________________
 ME0434* NAD 83(1986)-  41 06 49.     (N)    086 02 17.     (W)     SCALED    
 ME0434* NAVD 88     -       263.492  (meters)     864.47   (feet)  ADJUSTED  
 ME0434  ___________________________________________________________________
 ME0434  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 ME0434  DYNAMIC HT  -         263.377 (meters)     864.10  (feet)  COMP
 ME0434  MODELED GRAV-     980,180.6   (mgal)                       NAVD 88
 ME0434
 ME0434  VERT ORDER  -  SECOND    CLASS 0
 ME0434
 ME0434.The horizontal coordinates were scaled from a topographic map and have
 ME0434.an estimated accuracy of +/- 6 seconds.
 ME0434
 ME0434.The orthometric height was determined by differential leveling
 ME0434.and adjusted by the National Geodetic Survey in June 1991..
 ME0434
 ME0434.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0434.See file dsdata.txt to determine how the superseded data were derived.
 ME0434
 ME0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL807518(NAD 83)
 ME0434_MARKER: DB = BENCH MARK DISK
 ME0434_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME0434_SP_SET: BRIDGE
 ME0434_STAMPING: R 178 1946
 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   NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 LB0249 ***********************************************************************
 LB0249  DESIGNATION -  R 179
 LB0249  PID         -  LB0249
 LB0249  STATE/COUNTY-  IN/MIAMI
 LB0249  USGS QUAD   -  DEEDSVILLE (1992)
 LB0249
 LB0249                         *CURRENT SURVEY CONTROL
 LB0249  ___________________________________________________________________
 LB0249* NAD 83(1986)-  40 55 14.     (N)    086 01 41.     (W)     SCALED    
 LB0249* NAVD 88     -       261.120  (meters)     856.69   (feet)  ADJUSTED  
 LB0249  ___________________________________________________________________
 LB0249  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 LB0249  DYNAMIC HT  -         260.998 (meters)     856.29  (feet)  COMP
 LB0249  MODELED GRAV-     980,152.7   (mgal)                       NAVD 88
 LB0249
 LB0249  VERT ORDER  -  SECOND    CLASS 0
 LB0249
 LB0249.The horizontal coordinates were scaled from a topographic map and have
 LB0249.an estimated accuracy of +/- 6 seconds.
 LB0249
 LB0249.The orthometric height was determined by differential leveling
 LB0249.and adjusted by the National Geodetic Survey in June 1991..
 LB0249
 LB0249.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0249.See file dsdata.txt to determine how the superseded data were derived.
 LB0249
 LB0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL818303(NAD 83)
 LB0249_MARKER: DB = BENCH MARK DISK
 LB0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0249_SP_SET: CONCRETE GATE POST
 LB0249_STAMPING: R 179 1946
 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 = OCTOBER  6, 2006
 LB0257 ***********************************************************************
 LB0257  DESIGNATION -  R 180
 LB0257  PID         -  LB0257
 LB0257  STATE/COUNTY-  IN/MIAMI
 LB0257  USGS QUAD   -  DEEDSVILLE (1992)
 LB0257
 LB0257                         *CURRENT SURVEY CONTROL
 LB0257  ___________________________________________________________________
 LB0257* NAD 83(1986)-  40 54 45.     (N)    086 01 19.     (W)     SCALED    
 LB0257* NAVD 88     -       251.016  (meters)     823.54   (feet)  ADJUSTED  
 LB0257  ___________________________________________________________________
 LB0257  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LB0257  DYNAMIC HT  -         250.899 (meters)     823.16  (feet)  COMP
 LB0257  MODELED GRAV-     980,152.3   (mgal)                       NAVD 88
 LB0257
 LB0257  VERT ORDER  -  SECOND    CLASS 0
 LB0257
 LB0257.The horizontal coordinates were scaled from a topographic map and have
 LB0257.an estimated accuracy of +/- 6 seconds.
 LB0257
 LB0257.The orthometric height was determined by differential leveling
 LB0257.and adjusted by the National Geodetic Survey in June 1991..
 LB0257
 LB0257.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0257.See file dsdata.txt to determine how the superseded data were derived.
 LB0257
 LB0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL823295(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0258 ***********************************************************************
 LB0258  DESIGNATION -  R 180 RESET 1967
 LB0258  PID         -  LB0258
 LB0258  STATE/COUNTY-  IN/MIAMI
 LB0258  USGS QUAD   -  DEEDSVILLE (1992)
 LB0258
 LB0258                         *CURRENT SURVEY CONTROL
 LB0258  ___________________________________________________________________
 LB0258* NAD 83(1986)-  40 54 45.     (N)    086 01 20.     (W)     SCALED    
 LB0258* NAVD 88     -       250.94   (meters)     823.3    (feet)  RESET     
 LB0258  ___________________________________________________________________
 LB0258  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 LB0258
 LB0258  VERT ORDER  -  THIRD
 LB0258
 LB0258.The horizontal coordinates were scaled from a topographic map and have
 LB0258.an estimated accuracy of +/- 6 seconds.
 LB0258
 LB0258.The orthometric height was computed from unverified reset data.
 LB0258
 LB0258.The geoid height was determined by GEOID03.
 LB0258
 LB0258;                    North         East    Units  Estimated Accuracy
 LB0258;SPC IN E     -   628,900.       70,050.      MT  (+/- 180 meters Scaled)
 LB0258
 LB0258                          SUPERSEDED SURVEY CONTROL
 LB0258
 LB0258.No superseded survey control is available for this station.
 LB0258
 LB0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL823295(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0175 ***********************************************************************
 LB0175  DESIGNATION -  R 181
 LB0175  PID         -  LB0175
 LB0175  STATE/COUNTY-  IN/CASS
 LB0175  USGS QUAD   -  MACY (1994)
 LB0175
 LB0175                         *CURRENT SURVEY CONTROL
 LB0175  ___________________________________________________________________
 LB0175* NAD 83(1986)-  40 53 44.     (N)    086 14 07.     (W)     SCALED    
 LB0175* NAVD 88     -       247.512  (meters)     812.05   (feet)  ADJUSTED  
 LB0175  ___________________________________________________________________
 LB0175  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 LB0175  DYNAMIC HT  -         247.400 (meters)     811.68  (feet)  COMP
 LB0175  MODELED GRAV-     980,166.0   (mgal)                       NAVD 88
 LB0175
 LB0175  VERT ORDER  -  SECOND    CLASS 0
 LB0175
 LB0175.The horizontal coordinates were scaled from a topographic map and have
 LB0175.an estimated accuracy of +/- 6 seconds.
 LB0175
 LB0175.The orthometric height was determined by differential leveling
 LB0175.and adjusted by the National Geodetic Survey in June 1991..
 LB0175
 LB0175.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0175.See file dsdata.txt to determine how the superseded data were derived.
 LB0175
 LB0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL644274(NAD 83)
 LB0175_MARKER: DB = BENCH MARK DISK
 LB0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0175_STAMPING: R 181 1946
 LB0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB0175+STABILITY: SURFACE MOTION
 LB0175
 LB0175  HISTORY     - Date     Condition        Report By
 LB0175  HISTORY     - 1946     MONUMENTED       CGS
 LB0175  HISTORY     - 1989     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1640 ***********************************************************************
 LA1640  DESIGNATION -  R 182
 LA1640  PID         -  LA1640
 LA1640  STATE/COUNTY-  IN/WABASH
 LA1640  USGS QUAD   -  WABASH (1994)
 LA1640
 LA1640                         *CURRENT SURVEY CONTROL
 LA1640  ___________________________________________________________________
 LA1640* NAD 83(1986)-  40 48 42.     (N)    085 48 12.     (W)     SCALED    
 LA1640* NAVD 88     -       223.402  (meters)     732.94   (feet)  ADJUSTED  
 LA1640  ___________________________________________________________________
 LA1640  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 LA1640  DYNAMIC HT  -         223.296 (meters)     732.60  (feet)  COMP
 LA1640  MODELED GRAV-     980,144.5   (mgal)                       NAVD 88
 LA1640
 LA1640  VERT ORDER  -  FIRST     CLASS II
 LA1640
 LA1640.The horizontal coordinates were scaled from a topographic map and have
 LA1640.an estimated accuracy of +/- 6 seconds.
 LA1640
 LA1640.The orthometric height was determined by differential leveling
 LA1640.and adjusted by the National Geodetic Survey in June 1991..
 LA1640
 LA1640.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1640.See file dsdata.txt to determine how the superseded data were derived.
 LA1640
 LA1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL009185(NAD 83)
 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_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 = OCTOBER  6, 2006
 LB0163 ***********************************************************************
 LB0163  DESIGNATION -  R 183
 LB0163  PID         -  LB0163
 LB0163  STATE/COUNTY-  IN/MIAMI
 LB0163  USGS QUAD   -  PERU (1992)
 LB0163
 LB0163                         *CURRENT SURVEY CONTROL
 LB0163  ___________________________________________________________________
 LB0163* NAD 83(1986)-  40 52 00.     (N)    086 02 16.     (W)     SCALED    
 LB0163* NAVD 88     -       217.309  (meters)     712.95   (feet)  ADJUSTED  
 LB0163  ___________________________________________________________________
 LB0163  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 LB0163  DYNAMIC HT  -         217.207 (meters)     712.62  (feet)  COMP
 LB0163  MODELED GRAV-     980,149.6   (mgal)                       NAVD 88
 LB0163
 LB0163  VERT ORDER  -  SECOND    CLASS 0
 LB0163
 LB0163.The horizontal coordinates were scaled from a topographic map and have
 LB0163.an estimated accuracy of +/- 6 seconds.
 LB0163
 LB0163.The orthometric height was determined by differential leveling
 LB0163.and adjusted by the National Geodetic Survey in June 1991..
 LB0163
 LB0163.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0163.See file dsdata.txt to determine how the superseded data were derived.
 LB0163
 LB0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL810244(NAD 83)
 LB0163_MARKER: DB = BENCH MARK DISK
 LB0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0163_STAMPING: R 183 1946
 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 = OCTOBER  6, 2006
 MD1264 ***********************************************************************
 MD1264  DESIGNATION -  R 184
 MD1264  PID         -  MD1264
 MD1264  STATE/COUNTY-  IN/KOSCIUSKO
 MD1264  USGS QUAD   -  ATWOOD (1994)
 MD1264
 MD1264                         *CURRENT SURVEY CONTROL
 MD1264  ___________________________________________________________________
 MD1264* NAD 83(1986)-  41 15 22.     (N)    085 57 44.     (W)     SCALED    
 MD1264* NAVD 88     -       245.623  (meters)     805.85   (feet)  ADJUSTED  
 MD1264  ___________________________________________________________________
 MD1264  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MD1264  DYNAMIC HT  -         245.520 (meters)     805.51  (feet)  COMP
 MD1264  MODELED GRAV-     980,199.6   (mgal)                       NAVD 88
 MD1264
 MD1264  VERT ORDER  -  FIRST     CLASS I
 MD1264
 MD1264.The horizontal coordinates were scaled from a topographic map and have
 MD1264.an estimated accuracy of +/- 6 seconds.
 MD1264
 MD1264.The orthometric height was determined by differential leveling
 MD1264.and adjusted by the National Geodetic Survey in June 1991..
 MD1264
 MD1264.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 MD1264
 MD1264  NGVD 29 (01/19/93)  245.754  (m)          806.28   (f) ADJUSTED    1 1
 MD1264
 MD1264.Superseded values are not recommended for survey control.
 MD1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1264.See file dsdata.txt to determine how the superseded data were derived.
 MD1264
 MD1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL869677(NAD 83)
 MD1264_MARKER: DB = BENCH MARK DISK
 MD1264_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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             NGS
 MD1264  HISTORY     - 1969     GOOD             INHD
 MD1264  HISTORY     - 1984     POOR             USPSQD
 MD1264  HISTORY     - 19920909 GOOD             NGS
 MD1264
 MD1264                          STATION DESCRIPTION
 MD1264
 MD1264'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1322 ***********************************************************************
 LA1322  DESIGNATION -  R 185
 LA1322  PID         -  LA1322
 LA1322  STATE/COUNTY-  IN/GRANT
 LA1322  USGS QUAD   -  FAIRMOUNT (1994)
 LA1322
 LA1322                         *CURRENT SURVEY CONTROL
 LA1322  ___________________________________________________________________
 LA1322* NAD 83(1986)-  40 28 02.     (N)    085 37 51.     (W)     SCALED    
 LA1322* NAVD 88     -       261.607  (meters)     858.29   (feet)  ADJUSTED  
 LA1322  ___________________________________________________________________
 LA1322  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 LA1322  DYNAMIC HT  -         261.473 (meters)     857.85  (feet)  COMP
 LA1322  MODELED GRAV-     980,107.4   (mgal)                       NAVD 88
 LA1322
 LA1322  VERT ORDER  -  FIRST     CLASS II
 LA1322
 LA1322.The horizontal coordinates were scaled from a topographic map and have
 LA1322.an estimated accuracy of +/- 6 seconds.
 LA1322
 LA1322.The orthometric height was determined by differential leveling
 LA1322.and adjusted by the National Geodetic Survey in June 1991..
 LA1322
 LA1322.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1322.See file dsdata.txt to determine how the superseded data were derived.
 LA1322
 LA1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK160805(NAD 83)
 LA1322_MARKER: DB = BENCH MARK DISK
 LA1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1322_STAMPING: R 185 1946
 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 = OCTOBER  6, 2006
 MD1097 ***********************************************************************
 MD1097  DESIGNATION -  R 186
 MD1097  PID         -  MD1097
 MD1097  STATE/COUNTY-  IN/KOSCIUSKO
 MD1097  USGS QUAD   -  SOUTH WHITLEY WEST (1994)
 MD1097
 MD1097                         *CURRENT SURVEY CONTROL
 MD1097  ___________________________________________________________________
 MD1097* NAD 83(1986)-  41 06 10.     (N)    085 43 27.     (W)     SCALED    
 MD1097* NAVD 88     -       271.361  (meters)     890.29   (feet)  ADJUSTED  
 MD1097  ___________________________________________________________________
 MD1097  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 MD1097  DYNAMIC HT  -         271.243 (meters)     889.90  (feet)  COMP
 MD1097  MODELED GRAV-     980,179.4   (mgal)                       NAVD 88
 MD1097
 MD1097  VERT ORDER  -  SECOND    CLASS 0
 MD1097
 MD1097.The horizontal coordinates were scaled from a topographic map and have
 MD1097.an estimated accuracy of +/- 6 seconds.
 MD1097
 MD1097.The orthometric height was determined by differential leveling
 MD1097.and adjusted by the National Geodetic Survey in June 1991..
 MD1097
 MD1097.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1097.See file dsdata.txt to determine how the superseded data were derived.
 MD1097
 MD1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL071509(NAD 83)
 MD1097_MARKER: DB = BENCH MARK DISK
 MD1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1097_STAMPING: R 186 1946
 MD1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1097+STABILITY: SURFACE MOTION
 MD1097
 MD1097  HISTORY     - Date     Condition        Report By
 MD1097  HISTORY     - 1946     MONUMENTED       CGS
 MD1097  HISTORY     - 1990     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1713 ***********************************************************************
 LA1713  DESIGNATION -  R 187
 LA1713  PID         -  LA1713
 LA1713  STATE/COUNTY-  IN/WABASH
 LA1713  USGS QUAD   -  SERVIA (1994)
 LA1713
 LA1713                         *CURRENT SURVEY CONTROL
 LA1713  ___________________________________________________________________
 LA1713* NAD 83(1986)-  40 54 52.     (N)    085 39 44.     (W)     SCALED    
 LA1713* NAVD 88     -       257.575  (meters)     845.06   (feet)  ADJUSTED  
 LA1713  ___________________________________________________________________
 LA1713  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 LA1713  DYNAMIC HT  -         257.455 (meters)     844.67  (feet)  COMP
 LA1713  MODELED GRAV-     980,149.6   (mgal)                       NAVD 88
 LA1713
 LA1713  VERT ORDER  -  SECOND    CLASS 0
 LA1713
 LA1713.The horizontal coordinates were scaled from a topographic map and have
 LA1713.an estimated accuracy of +/- 6 seconds.
 LA1713
 LA1713.The orthometric height was determined by differential leveling
 LA1713.and adjusted by the National Geodetic Survey in June 1991..
 LA1713
 LA1713.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1713.See file dsdata.txt to determine how the superseded data were derived.
 LA1713
 LA1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL126301(NAD 83)
 LA1713_MARKER: DB = BENCH MARK DISK
 LA1713_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1713_SP_SET: CULVERT
 LA1713_STAMPING: R 187 1946
 LA1713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA0898 ***********************************************************************
 LA0898  DESIGNATION -  R 188
 LA0898  PID         -  LA0898
 LA0898  STATE/COUNTY-  IN/HUNTINGTON
 LA0898  USGS QUAD   -  ZANESVILLE (1972)
 LA0898
 LA0898                         *CURRENT SURVEY CONTROL
 LA0898  ___________________________________________________________________
 LA0898* NAD 83(1986)-  40 55 00.     (N)    085 20 10.     (W)     SCALED    
 LA0898* NAVD 88     -       241.660  (meters)     792.85   (feet)  ADJUSTED  
 LA0898  ___________________________________________________________________
 LA0898  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 LA0898  DYNAMIC HT  -         241.550 (meters)     792.49  (feet)  COMP
 LA0898  MODELED GRAV-     980,165.1   (mgal)                       NAVD 88
 LA0898
 LA0898  VERT ORDER  -  SECOND    CLASS 0
 LA0898
 LA0898.The horizontal coordinates were scaled from a topographic map and have
 LA0898.an estimated accuracy of +/- 6 seconds.
 LA0898
 LA0898.The orthometric height was determined by differential leveling
 LA0898.and adjusted by the National Geodetic Survey in June 1991..
 LA0898
 LA0898.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0898.See file dsdata.txt to determine how the superseded data were derived.
 LA0898
 LA0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL401308(NAD 83)
 LA0898_MARKER: DB = BENCH MARK DISK
 LA0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0898_STAMPING: R 188 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0887 ***********************************************************************
 LA0887  DESIGNATION -  R 189
 LA0887  PID         -  LA0887
 LA0887  STATE/COUNTY-  IN/ALLEN
 LA0887  USGS QUAD   -  ZANESVILLE (1972)
 LA0887
 LA0887                         *CURRENT SURVEY CONTROL
 LA0887  ___________________________________________________________________
 LA0887* NAD 83(1986)-  40 58 29.     (N)    085 16 54.     (W)     SCALED    
 LA0887* NAVD 88     -       252.609  (meters)     828.77   (feet)  ADJUSTED  
 LA0887  ___________________________________________________________________
 LA0887  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 LA0887  DYNAMIC HT  -         252.500 (meters)     828.41  (feet)  COMP
 LA0887  MODELED GRAV-     980,184.7   (mgal)                       NAVD 88
 LA0887
 LA0887  VERT ORDER  -  SECOND    CLASS 0
 LA0887
 LA0887.The horizontal coordinates were scaled from a topographic map and have
 LA0887.an estimated accuracy of +/- 6 seconds.
 LA0887
 LA0887.The orthometric height was determined by differential leveling
 LA0887.and adjusted by the National Geodetic Survey in June 1991..
 LA0887
 LA0887.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0887.See file dsdata.txt to determine how the superseded data were derived.
 LA0887
 LA0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL445373(NAD 83)
 LA0887_MARKER: DB = BENCH MARK DISK
 LA0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0887_STAMPING: R 189 1946
 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             NGS
 LA0887
 LA0887                          STATION DESCRIPTION
 LA0887
 LA0887'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 ME0906 ***********************************************************************
 ME0906  DESIGNATION -  R 19
 ME0906  PID         -  ME0906
 ME0906  STATE/COUNTY-  IN/LA PORTE
 ME0906  USGS QUAD   -  SPRINGVILLE (1980)
 ME0906
 ME0906                         *CURRENT SURVEY CONTROL
 ME0906  ___________________________________________________________________
 ME0906* NAD 83(1986)-  41 39 43.     (N)    086 37 51.     (W)     SCALED    
 ME0906* NAVD 88     -       248.461  (meters)     815.16   (feet)  ADJUSTED  
 ME0906  ___________________________________________________________________
 ME0906  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 ME0906  DYNAMIC HT  -         248.365 (meters)     814.84  (feet)  COMP
 ME0906  MODELED GRAV-     980,231.3   (mgal)                       NAVD 88
 ME0906
 ME0906  VERT ORDER  -  SECOND    CLASS 0
 ME0906
 ME0906.The horizontal coordinates were scaled from a topographic map and have
 ME0906.an estimated accuracy of +/- 6 seconds.
 ME0906
 ME0906.The orthometric height was determined by differential leveling
 ME0906.and adjusted by the National Geodetic Survey in June 1991..
 ME0906
 ME0906.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0906.See file dsdata.txt to determine how the superseded data were derived.
 ME0906
 ME0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM307123(NAD 83)
 ME0906_MARKER: DB = BENCH MARK DISK
 ME0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0906_STAMPING: R 19 1934
 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             NGS
 ME0906
 ME0906                          STATION DESCRIPTION
 ME0906
 ME0906'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0279 ***********************************************************************
 LB0279  DESIGNATION -  R 190
 LB0279  PID         -  LB0279
 LB0279  STATE/COUNTY-  IN/MIAMI
 LB0279  USGS QUAD   -  ONWARD (1994)
 LB0279
 LB0279                         *CURRENT SURVEY CONTROL
 LB0279  ___________________________________________________________________
 LB0279* NAD 83(1986)-  40 39 24.     (N)    086 07 39.     (W)     SCALED    
 LB0279* NAVD 88     -       241.006  (meters)     790.70   (feet)  ADJUSTED  
 LB0279  ___________________________________________________________________
 LB0279  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 LB0279  DYNAMIC HT  -         240.887 (meters)     790.31  (feet)  COMP
 LB0279  MODELED GRAV-     980,126.7   (mgal)                       NAVD 88
 LB0279
 LB0279  VERT ORDER  -  SECOND    CLASS 0
 LB0279
 LB0279.The horizontal coordinates were scaled from a topographic map and have
 LB0279.an estimated accuracy of +/- 6 seconds.
 LB0279
 LB0279.The orthometric height was determined by differential leveling
 LB0279.and adjusted by the National Geodetic Survey in June 1991..
 LB0279
 LB0279.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0279.See file dsdata.txt to determine how the superseded data were derived.
 LB0279
 LB0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL737010(NAD 83)
 LB0279_MARKER: DB = BENCH MARK DISK
 LB0279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB0279_SP_SET: BOX CULVERT HEADWALL
 LB0279_STAMPING: R-190 1946
 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             NGS
 LB0279  HISTORY     - 1969     POOR             NGS
 LB0279
 LB0279                          STATION DESCRIPTION
 LB0279
 LB0279'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1969
 LB0279'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0280 ***********************************************************************
 LB0280  DESIGNATION -  R 190 RESET 1969
 LB0280  PID         -  LB0280
 LB0280  STATE/COUNTY-  IN/MIAMI
 LB0280  USGS QUAD   -  ONWARD (1994)
 LB0280
 LB0280                         *CURRENT SURVEY CONTROL
 LB0280  ___________________________________________________________________
 LB0280* NAD 83(1986)-  40 39 24.     (N)    086 07 39.     (W)     SCALED    
 LB0280* NAVD 88     -       241.82   (meters)     793.4    (feet)  RESET     
 LB0280  ___________________________________________________________________
 LB0280  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 LB0280
 LB0280  VERT ORDER  -  THIRD
 LB0280
 LB0280.The horizontal coordinates were scaled from a topographic map and have
 LB0280.an estimated accuracy of +/- 6 seconds.
 LB0280
 LB0280.The orthometric height was computed from unverified reset data.
 LB0280
 LB0280.The geoid height was determined by GEOID03.
 LB0280
 LB0280;                    North         East    Units  Estimated Accuracy
 LB0280;SPC IN E     -   600,530.       61,030.      MT  (+/- 180 meters Scaled)
 LB0280
 LB0280                          SUPERSEDED SURVEY CONTROL
 LB0280
 LB0280.No superseded survey control is available for this station.
 LB0280
 LB0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEL737010(NAD 83)
 LB0280_MARKER: DB = BENCH MARK DISK
 LB0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0280_STAMPING: R 190 RESET 1969
 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 = OCTOBER  6, 2006
 LA1883 ***********************************************************************
 LA1883  DESIGNATION -  R 191
 LA1883  PID         -  LA1883
 LA1883  STATE/COUNTY-  IN/MIAMI
 LA1883  USGS QUAD   -  SWEETSER (1992)
 LA1883
 LA1883                         *CURRENT SURVEY CONTROL
 LA1883  ___________________________________________________________________
 LA1883* NAD 83(1986)-  40 34 39.     (N)    085 52 24.     (W)     SCALED    
 LA1883* NAVD 88     -       253.449  (meters)     831.52   (feet)  ADJUSTED  
 LA1883  ___________________________________________________________________
 LA1883  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 LA1883  DYNAMIC HT  -         253.320 (meters)     831.10  (feet)  COMP
 LA1883  MODELED GRAV-     980,112.1   (mgal)                       NAVD 88
 LA1883
 LA1883  VERT ORDER  -  SECOND    CLASS 0
 LA1883
 LA1883.The horizontal coordinates were scaled from a topographic map and have
 LA1883.an estimated accuracy of +/- 6 seconds.
 LA1883
 LA1883.The orthometric height was determined by differential leveling
 LA1883.and adjusted by the National Geodetic Survey in June 1991..
 LA1883
 LA1883.The geoid height was determined by GEOID03.
 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     -   591,660.       82,500.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1883.See file dsdata.txt to determine how the superseded data were derived.
 LA1883
 LA1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK953924(NAD 83)
 LA1883_MARKER: DB = BENCH MARK DISK
 LA1883_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1883_SP_SET: BUILDING FOUNDATION
 LA1883_STAMPING: R-191
 LA1883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1883
 LA1883  HISTORY     - Date     Condition        Report By
 LA1883  HISTORY     - UNK      MONUMENTED       CGS
 LA1883  HISTORY     - 1968     GOOD             NGS
 LA1883
 LA1883                          STATION DESCRIPTION
 LA1883
 LA1883'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA0748 ***********************************************************************
 LA0748  DESIGNATION -  R 192
 LA0748  PID         -  LA0748
 LA0748  STATE/COUNTY-  IN/GRANT
 LA0748  USGS QUAD   -  VAN BUREN (1992)
 LA0748
 LA0748                         *CURRENT SURVEY CONTROL
 LA0748  ___________________________________________________________________
 LA0748* NAD 83(1986)-  40 36 35.     (N)    085 32 33.     (W)     SCALED    
 LA0748* NAVD 88     -       260.576  (meters)     854.91   (feet)  ADJUSTED  
 LA0748  ___________________________________________________________________
 LA0748  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 LA0748  DYNAMIC HT  -         260.445 (meters)     854.48  (feet)  COMP
 LA0748  MODELED GRAV-     980,115.0   (mgal)                       NAVD 88
 LA0748
 LA0748  VERT ORDER  -  SECOND    CLASS 0
 LA0748
 LA0748.The horizontal coordinates were scaled from a topographic map and have
 LA0748.an estimated accuracy of +/- 6 seconds.
 LA0748
 LA0748.The orthometric height was determined by differential leveling
 LA0748.and adjusted by the National Geodetic Survey in June 1991..
 LA0748
 LA0748.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0748.See file dsdata.txt to determine how the superseded data were derived.
 LA0748
 LA0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK233964(NAD 83)
 LA0748_MARKER: DB = BENCH MARK DISK
 LA0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0748_STAMPING: R 192 1946
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1965
 LA0748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1297 ***********************************************************************
 LA1297  DESIGNATION -  R 193
 LA1297  PID         -  LA1297
 LA1297  STATE/COUNTY-  IN/MADISON
 LA1297  USGS QUAD   -  ANDERSON NORTH (1994)
 LA1297
 LA1297                         *CURRENT SURVEY CONTROL
 LA1297  ___________________________________________________________________
 LA1297* NAD 83(1986)-  40 13 09.     (N)    085 40 51.     (W)     SCALED    
 LA1297* NAVD 88     -       269.356  (meters)     883.71   (feet)  ADJUSTED  
 LA1297  ___________________________________________________________________
 LA1297  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 LA1297  DYNAMIC HT  -         269.213 (meters)     883.24  (feet)  COMP
 LA1297  MODELED GRAV-     980,089.7   (mgal)                       NAVD 88
 LA1297
 LA1297  VERT ORDER  -  FIRST     CLASS II
 LA1297
 LA1297.The horizontal coordinates were scaled from a topographic map and have
 LA1297.an estimated accuracy of +/- 6 seconds.
 LA1297
 LA1297.The orthometric height was determined by differential leveling
 LA1297.and adjusted by the National Geodetic Survey in June 1991..
 LA1297
 LA1297.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1297.See file dsdata.txt to determine how the superseded data were derived.
 LA1297
 LA1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK122529(NAD 83)
 LA1297_MARKER: DB = BENCH MARK DISK
 LA1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1297_STAMPING: R 193 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1341 ***********************************************************************
 LA1341  DESIGNATION -  R 194
 LA1341  PID         -  LA1341
 LA1341  STATE/COUNTY-  IN/MADISON
 LA1341  USGS QUAD   -  FRANKTON (1994)
 LA1341
 LA1341                         *CURRENT SURVEY CONTROL
 LA1341  ___________________________________________________________________
 LA1341* NAD 83(1986)-  40 11 32.     (N)    085 51 45.     (W)     SCALED    
 LA1341* NAVD 88     -       254.875  (meters)     836.20   (feet)  ADJUSTED  
 LA1341  ___________________________________________________________________
 LA1341  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 LA1341  DYNAMIC HT  -         254.739 (meters)     835.76  (feet)  COMP
 LA1341  MODELED GRAV-     980,084.4   (mgal)                       NAVD 88
 LA1341
 LA1341  VERT ORDER  -  SECOND    CLASS 0
 LA1341
 LA1341.The horizontal coordinates were scaled from a topographic map and have
 LA1341.an estimated accuracy of +/- 6 seconds.
 LA1341
 LA1341.The orthometric height was determined by differential leveling
 LA1341.and adjusted by the National Geodetic Survey in June 1991..
 LA1341
 LA1341.The geoid height was determined by GEOID03.
 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     -   548,880.       83,330.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1341.See file dsdata.txt to determine how the superseded data were derived.
 LA1341
 LA1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK968497(NAD 83)
 LA1341_MARKER: DB = BENCH MARK DISK
 LA1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1341_STAMPING: R 194 1946
 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 - May 22, 2006
 LA1341
 LA1341  HISTORY     - Date     Condition        Report By
 LA1341  HISTORY     - 1946     MONUMENTED       CGS
 LA1341  HISTORY     - 20060522 GOOD             BUTLER
 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 AND SEUFERT INC 2006 (GKG)
 LA1341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1373 ***********************************************************************
 LA1373  DESIGNATION -  R 195
 LA1373  PID         -  LA1373
 LA1373  STATE/COUNTY-  IN/GRANT
 LA1373  USGS QUAD   -  POINT ISABEL (1994)
 LA1373
 LA1373                         *CURRENT SURVEY CONTROL
 LA1373  ___________________________________________________________________
 LA1373* NAD 83(1986)-  40 27 01.     (N)    085 48 19.     (W)     SCALED    
 LA1373* NAVD 88     -       267.179  (meters)     876.57   (feet)  ADJUSTED  
 LA1373  ___________________________________________________________________
 LA1373  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LA1373  DYNAMIC HT  -         267.041 (meters)     876.12  (feet)  COMP
 LA1373  MODELED GRAV-     980,102.4   (mgal)                       NAVD 88
 LA1373
 LA1373  VERT ORDER  -  SECOND    CLASS 0
 LA1373
 LA1373.The horizontal coordinates were scaled from a topographic map and have
 LA1373.an estimated accuracy of +/- 6 seconds.
 LA1373
 LA1373.The orthometric height was determined by differential leveling
 LA1373.and adjusted by the National Geodetic Survey in June 1991..
 LA1373
 LA1373.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1373.See file dsdata.txt to determine how the superseded data were derived.
 LA1373
 LA1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK013784(NAD 83)
 LA1373_MARKER: DB = BENCH MARK DISK
 LA1373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1373_SP_SET: FENCE POST
 LA1373_STAMPING: R 195 1946
 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 = OCTOBER  6, 2006
 MD0656 ***********************************************************************
 MD0656  DESIGNATION -  R 196
 MD0656  PID         -  MD0656
 MD0656  STATE/COUNTY-  IN/ALLEN
 MD0656  USGS QUAD   -  ARCOLA (1981)
 MD0656
 MD0656                         *CURRENT SURVEY CONTROL
 MD0656  ___________________________________________________________________
 MD0656* NAD 83(1986)-  41 06 24.     (N)    085 18 37.     (W)     SCALED    
 MD0656* NAVD 88     -       257.483  (meters)     844.76   (feet)  ADJUSTED  
 MD0656  ___________________________________________________________________
 MD0656  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 MD0656  DYNAMIC HT  -         257.383 (meters)     844.43  (feet)  COMP
 MD0656  MODELED GRAV-     980,228.3   (mgal)                       NAVD 88
 MD0656
 MD0656  VERT ORDER  -  FIRST     CLASS I
 MD0656
 MD0656.The horizontal coordinates were scaled from a topographic map and have
 MD0656.an estimated accuracy of +/- 6 seconds.
 MD0656
 MD0656.The orthometric height was determined by differential leveling
 MD0656.and adjusted by the National Geodetic Survey in June 1991..
 MD0656
 MD0656.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0656.See file dsdata.txt to determine how the superseded data were derived.
 MD0656
 MD0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL418519(NAD 83)
 MD0656_MARKER: DB = BENCH MARK DISK
 MD0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0656_STAMPING: R 196 1946
 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             NGS
 MD0656  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0656
 MD0656                          STATION DESCRIPTION
 MD0656
 MD0656'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0951 ***********************************************************************
 MD0951  DESIGNATION -  R 197
 MD0951  PID         -  MD0951
 MD0951  STATE/COUNTY-  IN/ALLEN
 MD0951  USGS QUAD   -  CHURUBUSCO (1965)
 MD0951
 MD0951                         *CURRENT SURVEY CONTROL
 MD0951  ___________________________________________________________________
 MD0951* NAD 83(1986)-  41 14 52.     (N)    085 17 00.     (W)     SCALED    
 MD0951* NAVD 88     -       269.787  (meters)     885.13   (feet)  ADJUSTED  
 MD0951  ___________________________________________________________________
 MD0951  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 MD0951  DYNAMIC HT  -         269.685 (meters)     884.79  (feet)  COMP
 MD0951  MODELED GRAV-     980,236.3   (mgal)                       NAVD 88
 MD0951
 MD0951  VERT ORDER  -  SECOND    CLASS 0
 MD0951
 MD0951.The horizontal coordinates were scaled from a topographic map and have
 MD0951.an estimated accuracy of +/- 6 seconds.
 MD0951
 MD0951.The orthometric height was determined by differential leveling
 MD0951.and adjusted by the National Geodetic Survey in June 1991..
 MD0951
 MD0951.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0951.See file dsdata.txt to determine how the superseded data were derived.
 MD0951
 MD0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL438676(NAD 83)
 MD0951_MARKER: DB = BENCH MARK DISK
 MD0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0951_STAMPING: R 197 1946
 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             NGS
 MD0951
 MD0951                          STATION DESCRIPTION
 MD0951
 MD0951'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 MD0370 ***********************************************************************
 MD0370  DESIGNATION -  R 198
 MD0370  PID         -  MD0370
 MD0370  STATE/COUNTY-  IN/DE KALB
 MD0370  USGS QUAD   -  HICKSVILLE (1979)
 MD0370
 MD0370                         *CURRENT SURVEY CONTROL
 MD0370  ___________________________________________________________________
 MD0370* NAD 83(1986)-  41 22 16.     (N)    084 52 11.     (W)     SCALED    
 MD0370* NAVD 88     -       255.901  (meters)     839.57   (feet)  ADJUSTED  
 MD0370  ___________________________________________________________________
 MD0370  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MD0370  DYNAMIC HT  -         255.800 (meters)     839.24  (feet)  COMP
 MD0370  MODELED GRAV-     980,222.3   (mgal)                       NAVD 88
 MD0370
 MD0370  VERT ORDER  -  SECOND    CLASS 0
 MD0370
 MD0370.The horizontal coordinates were scaled from a topographic map and have
 MD0370.an estimated accuracy of +/- 6 seconds.
 MD0370
 MD0370.The orthometric height was determined by differential leveling
 MD0370.and adjusted by the National Geodetic Survey in June 1991..
 MD0370
 MD0370.The geoid height was determined by GEOID03.
 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     -   680,080.      166,670.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0370.See file dsdata.txt to determine how the superseded data were derived.
 MD0370
 MD0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL781821(NAD 83)
 MD0370_MARKER: DB = BENCH MARK DISK
 MD0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0370_STAMPING: R-198-1946
 MD0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0370+STABILITY: SURFACE MOTION
 MD0370
 MD0370  HISTORY     - Date     Condition        Report By
 MD0370  HISTORY     - 1946     MONUMENTED       CGS
 MD0370  HISTORY     - 1968     GOOD             INHD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0499 ***********************************************************************
 MD0499  DESIGNATION -  R 199
 MD0499  PID         -  MD0499
 MD0499  STATE/COUNTY-  IN/ALLEN
 MD0499  USGS QUAD   -  GRABILL (1992)
 MD0499
 MD0499                         *CURRENT SURVEY CONTROL
 MD0499  ___________________________________________________________________
 MD0499* NAD 83(1986)-  41 11 43.     (N)    084 55 21.     (W)     SCALED    
 MD0499* NAVD 88     -       241.784  (meters)     793.25   (feet)  ADJUSTED  
 MD0499  ___________________________________________________________________
 MD0499  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 MD0499  DYNAMIC HT  -         241.688 (meters)     792.94  (feet)  COMP
 MD0499  MODELED GRAV-     980,220.6   (mgal)                       NAVD 88
 MD0499
 MD0499  VERT ORDER  -  SECOND    CLASS 0
 MD0499
 MD0499.The horizontal coordinates were scaled from a topographic map and have
 MD0499.an estimated accuracy of +/- 6 seconds.
 MD0499
 MD0499.The orthometric height was determined by differential leveling
 MD0499.and adjusted by the National Geodetic Survey in June 1991..
 MD0499
 MD0499.Photographs are available for this station.
 MD0499
 MD0499.The geoid height was determined by GEOID03.
 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     -   660,510.      162,420.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0499.See file dsdata.txt to determine how the superseded data were derived.
 MD0499
 MD0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL742625(NAD 83)
 MD0499_MARKER: DB = BENCH MARK DISK
 MD0499_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0499_SP_SET: BUILDING
 MD0499_STAMPING: R 199 1946
 MD0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0499
 MD0499  HISTORY     - Date     Condition        Report By
 MD0499  HISTORY     - 1946     MONUMENTED       CGS
 MD0499  HISTORY     - 1962     GOOD             NGS
 MD0499  HISTORY     - 1963     GOOD             NGS
 MD0499  HISTORY     - 1984     GOOD             NGS
 MD0499  HISTORY     - 1984     GOOD             NGS
 MD0499
 MD0499                          STATION DESCRIPTION
 MD0499
 MD0499'DESCRIBED BY NATIONAL 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 NATIONAL 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 = OCTOBER  6, 2006
 MD1371 ***********************************************************************
 MD1371  DESIGNATION -  R 20
 MD1371  PID         -  MD1371
 MD1371  STATE/COUNTY-  IN/ELKHART
 MD1371  USGS QUAD   -  GOSHEN (1994)
 MD1371
 MD1371                         *CURRENT SURVEY CONTROL
 MD1371  ___________________________________________________________________
 MD1371* NAD 83(1986)-  41 35 19.     (N)    085 49 53.     (W)     SCALED    
 MD1371* NAVD 88     -       242.512  (meters)     795.64   (feet)  ADJUSTED  
 MD1371  ___________________________________________________________________
 MD1371  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MD1371  DYNAMIC HT  -         242.417 (meters)     795.33  (feet)  COMP
 MD1371  MODELED GRAV-     980,224.6   (mgal)                       NAVD 88
 MD1371
 MD1371  VERT ORDER  -  FIRST     CLASS II
 MD1371
 MD1371.The horizontal coordinates were scaled from a topographic map and have
 MD1371.an estimated accuracy of +/- 6 seconds.
 MD1371
 MD1371.The orthometric height was determined by differential leveling
 MD1371.and adjusted by the National Geodetic Survey in June 1991..
 MD1371
 MD1371.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1371.See file dsdata.txt to determine how the superseded data were derived.
 MD1371
 MD1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM974047(NAD 83)
 MD1371_MARKER: DB = BENCH MARK DISK
 MD1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1371_STAMPING: R 20 1934
 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             NGS
 MD1371  HISTORY     - 1959     MARK NOT FOUND   NGS
 MD1371
 MD1371                          STATION DESCRIPTION
 MD1371
 MD1371'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1959
 MD1371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0527 ***********************************************************************
 MD0527  DESIGNATION -  R 200
 MD0527  PID         -  MD0527
 MD0527  STATE/COUNTY-  IN/ALLEN
 MD0527  USGS QUAD   -  WOODBURN SOUTH (1992)
 MD0527
 MD0527                         *CURRENT SURVEY CONTROL
 MD0527  ___________________________________________________________________
 MD0527* NAD 83(1986)-  41 07 29.     (N)    084 51 30.     (W)     SCALED    
 MD0527* NAVD 88     -       228.820  (meters)     750.72   (feet)  ADJUSTED  
 MD0527  ___________________________________________________________________
 MD0527  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 MD0527  DYNAMIC HT  -         228.728 (meters)     750.42  (feet)  COMP
 MD0527  MODELED GRAV-     980,214.6   (mgal)                       NAVD 88
 MD0527
 MD0527  VERT ORDER  -  SECOND    CLASS 0
 MD0527
 MD0527.The horizontal coordinates were scaled from a topographic map and have
 MD0527.an estimated accuracy of +/- 6 seconds.
 MD0527
 MD0527.The orthometric height was determined by differential leveling
 MD0527.and adjusted by the National Geodetic Survey in June 1991..
 MD0527
 MD0527.The geoid height was determined by GEOID03.
 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     -   652,720.      167,880.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0527.See file dsdata.txt to determine how the superseded data were derived.
 MD0527
 MD0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL797548(NAD 83)
 MD0527_MARKER: DB = BENCH MARK DISK
 MD0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0527_STAMPING: R-200-1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0771 ***********************************************************************
 MD0771  DESIGNATION -  R 201
 MD0771  PID         -  MD0771
 MD0771  STATE/COUNTY-  IN/ALLEN
 MD0771  USGS QUAD   -  FORT WAYNE EAST (1981)
 MD0771
 MD0771                         *CURRENT SURVEY CONTROL
 MD0771  ___________________________________________________________________
 MD0771* NAD 83(1986)-  41 06 24.     (N)    085 01 21.     (W)     SCALED    
 MD0771* NAVD 88     -       233.471  (meters)     765.98   (feet)  ADJUSTED  
 MD0771  ___________________________________________________________________
 MD0771  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 MD0771  DYNAMIC HT  -         233.377 (meters)     765.67  (feet)  COMP
 MD0771  MODELED GRAV-     980,216.1   (mgal)                       NAVD 88
 MD0771
 MD0771  VERT ORDER  -  SECOND    CLASS 0
 MD0771
 MD0771.The horizontal coordinates were scaled from a topographic map and have
 MD0771.an estimated accuracy of +/- 6 seconds.
 MD0771
 MD0771.The orthometric height was determined by differential leveling
 MD0771.and adjusted by the National Geodetic Survey in June 1991..
 MD0771
 MD0771.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0771.See file dsdata.txt to determine how the superseded data were derived.
 MD0771
 MD0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL660524(NAD 83)
 MD0771_MARKER: DB = BENCH MARK DISK
 MD0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0771_STAMPING: R 201 1946
 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             NGS
 MD0771
 MD0771                          STATION DESCRIPTION
 MD0771
 MD0771'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1762 ***********************************************************************
 LA1762  DESIGNATION -  R 202
 LA1762  PID         -  LA1762
 LA1762  STATE/COUNTY-  IN/HUNTINGTON
 LA1762  USGS QUAD   -  MOUNT ETNA (1994)
 LA1762
 LA1762                         *CURRENT SURVEY CONTROL
 LA1762  ___________________________________________________________________
 LA1762* NAD 83(1986)-  40 41 49.     (N)    085 30 28.     (W)     SCALED    
 LA1762* NAVD 88     -       261.380  (meters)     857.54   (feet)  ADJUSTED  
 LA1762  ___________________________________________________________________
 LA1762  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 LA1762  DYNAMIC HT  -         261.251 (meters)     857.12  (feet)  COMP
 LA1762  MODELED GRAV-     980,125.1   (mgal)                       NAVD 88
 LA1762
 LA1762  VERT ORDER  -  SECOND    CLASS 0
 LA1762
 LA1762.The horizontal coordinates were scaled from a topographic map and have
 LA1762.an estimated accuracy of +/- 6 seconds.
 LA1762
 LA1762.The orthometric height was determined by differential leveling
 LA1762.and adjusted by the National Geodetic Survey in June 1991..
 LA1762
 LA1762.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1762.See file dsdata.txt to determine how the superseded data were derived.
 LA1762
 LA1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL260061(NAD 83)
 LA1762_MARKER: DB = BENCH MARK DISK
 LA1762_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1762_SP_SET: BUILDING
 LA1762_STAMPING: R 202 1946
 LA1762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1762
 LA1762  HISTORY     - Date     Condition        Report By
 LA1762  HISTORY     - 1946     MONUMENTED       CGS
 LA1762  HISTORY     - 1965     GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 1965
 LA1762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1740 ***********************************************************************
 LA1740  DESIGNATION -  R 203
 LA1740  PID         -  LA1740
 LA1740  STATE/COUNTY-  IN/HUNTINGTON
 LA1740  USGS QUAD   -  ANDREWS (1994)
 LA1740
 LA1740                         *CURRENT SURVEY CONTROL
 LA1740  ___________________________________________________________________
 LA1740* NAD 83(1986)-  40 47 12.     (N)    085 37 18.     (W)     SCALED    
 LA1740* NAVD 88     -       243.744  (meters)     799.68   (feet)  ADJUSTED  
 LA1740  ___________________________________________________________________
 LA1740  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 LA1740  DYNAMIC HT  -         243.627 (meters)     799.30  (feet)  COMP
 LA1740  MODELED GRAV-     980,137.7   (mgal)                       NAVD 88
 LA1740
 LA1740  VERT ORDER  -  SECOND    CLASS 0
 LA1740
 LA1740.The horizontal coordinates were scaled from a topographic map and have
 LA1740.an estimated accuracy of +/- 6 seconds.
 LA1740
 LA1740.The orthometric height was determined by differential leveling
 LA1740.and adjusted by the National Geodetic Survey in June 1991..
 LA1740
 LA1740.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1740.See file dsdata.txt to determine how the superseded data were derived.
 LA1740
 LA1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL162159(NAD 83)
 LA1740_MARKER: DB = BENCH MARK DISK
 LA1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1740_STAMPING: R 203 1946
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1388 ***********************************************************************
 LA1388  DESIGNATION -  R 204
 LA1388  PID         -  LA1388
 LA1388  STATE/COUNTY-  IN/TIPTON
 LA1388  USGS QUAD   -  GREENTOWN (1994)
 LA1388
 LA1388                         *CURRENT SURVEY CONTROL
 LA1388  ___________________________________________________________________
 LA1388* NAD 83(1986)-  40 23 23.     (N)    085 57 22.     (W)     SCALED    
 LA1388* NAVD 88     -       260.313  (meters)     854.04   (feet)  ADJUSTED  
 LA1388  ___________________________________________________________________
 LA1388  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LA1388  DYNAMIC HT  -         260.176 (meters)     853.59  (feet)  COMP
 LA1388  MODELED GRAV-     980,093.4   (mgal)                       NAVD 88
 LA1388
 LA1388  VERT ORDER  -  SECOND    CLASS 0
 LA1388
 LA1388.The horizontal coordinates were scaled from a topographic map and have
 LA1388.an estimated accuracy of +/- 6 seconds.
 LA1388
 LA1388.The orthometric height was determined by differential leveling
 LA1388.and adjusted by the National Geodetic Survey in June 1991..
 LA1388
 LA1388.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1388.See file dsdata.txt to determine how the superseded data were derived.
 LA1388
 LA1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK885715(NAD 83)
 LA1388_MARKER: DB = BENCH MARK DISK
 LA1388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1388_SP_SET: CULVERT
 LA1388_STAMPING: R 204 1946
 LA1388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0339 ***********************************************************************
 LB0339  DESIGNATION -  R 205 RESET
 LB0339  PID         -  LB0339
 LB0339  STATE/COUNTY-  IN/HOWARD
 LB0339  USGS QUAD   -  KOKOMO WEST (1992)
 LB0339
 LB0339                         *CURRENT SURVEY CONTROL
 LB0339  ___________________________________________________________________
 LB0339* NAD 83(1986)-  40 28 09.     (N)    086 08 00.     (W)     SCALED    
 LB0339* NAVD 88     -       250.34   (meters)     821.3    (feet)  RESET     
 LB0339  ___________________________________________________________________
 LB0339  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 LB0339
 LB0339  VERT ORDER  -  THIRD
 LB0339
 LB0339.The horizontal coordinates were scaled from a topographic map and have
 LB0339.an estimated accuracy of +/- 6 seconds.
 LB0339
 LB0339.The orthometric height was computed from unverified reset data.
 LB0339
 LB0339.The geoid height was determined by GEOID03.
 LB0339
 LB0339;                    North         East    Units  Estimated Accuracy
 LB0339;SPC IN E     -   579,720.       60,430.      MT  (+/- 180 meters Scaled)
 LB0339
 LB0339                          SUPERSEDED SURVEY CONTROL
 LB0339
 LB0339.No superseded survey control is available for this station.
 LB0339
 LB0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK734801(NAD 83)
 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: NGS   
 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             BUTLER
 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 AND 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 = OCTOBER  6, 2006
 LA1460 ***********************************************************************
 LA1460  DESIGNATION -  R 206
 LA1460  PID         -  LA1460
 LA1460  STATE/COUNTY-  IN/TIPTON
 LA1460  USGS QUAD   -  WINDFALL (1960)
 LA1460
 LA1460                         *CURRENT SURVEY CONTROL
 LA1460  ___________________________________________________________________
 LA1460* NAD 83(1986)-  40 16 37.     (N)    085 52 30.     (W)     SCALED    
 LA1460* NAVD 88     -       262.703  (meters)     861.88   (feet)  ADJUSTED  
 LA1460  ___________________________________________________________________
 LA1460  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 LA1460  DYNAMIC HT  -         262.564 (meters)     861.43  (feet)  COMP
 LA1460  MODELED GRAV-     980,088.6   (mgal)                       NAVD 88
 LA1460
 LA1460  VERT ORDER  -  SECOND    CLASS 0
 LA1460
 LA1460.The horizontal coordinates were scaled from a topographic map and have
 LA1460.an estimated accuracy of +/- 6 seconds.
 LA1460
 LA1460.The orthometric height was determined by differential leveling
 LA1460.and adjusted by the National Geodetic Survey in June 1991..
 LA1460
 LA1460.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1460.See file dsdata.txt to determine how the superseded data were derived.
 LA1460
 LA1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK956591(NAD 83)
 LA1460_MARKER: DB = BENCH MARK DISK
 LA1460_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1460_SP_SET: CULVERT
 LA1460_STAMPING: R 206 1946
 LA1460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LB0530 ***********************************************************************
 LB0530  DESIGNATION -  R 207
 LB0530  PID         -  LB0530
 LB0530  STATE/COUNTY-  IN/CLINTON
 LB0530  USGS QUAD   -  HILLISBURG (1977)
 LB0530
 LB0530                         *CURRENT SURVEY CONTROL
 LB0530  ___________________________________________________________________
 LB0530* NAD 83(1986)-  40 16 22.     (N)    086 19 05.     (W)     SCALED    
 LB0530* NAVD 88     -       280.886  (meters)     921.54   (feet)  ADJUSTED  
 LB0530  ___________________________________________________________________
 LB0530  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 LB0530  DYNAMIC HT  -         280.734 (meters)     921.04  (feet)  COMP
 LB0530  MODELED GRAV-     980,076.2   (mgal)                       NAVD 88
 LB0530
 LB0530  VERT ORDER  -  SECOND    CLASS 0
 LB0530
 LB0530.The horizontal coordinates were scaled from a topographic map and have
 LB0530.an estimated accuracy of +/- 6 seconds.
 LB0530
 LB0530.The orthometric height was determined by differential leveling
 LB0530.and adjusted by the National Geodetic Survey in June 1991..
 LB0530
 LB0530.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0530.See file dsdata.txt to determine how the superseded data were derived.
 LB0530
 LB0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK579582(NAD 83)
 LB0530_MARKER: DB = BENCH MARK DISK
 LB0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0530_STAMPING: R 207 1946
 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 = OCTOBER  6, 2006
 LB0474 ***********************************************************************
 LB0474  DESIGNATION -  R 208
 LB0474  PID         -  LB0474
 LB0474  STATE/COUNTY-  IN/TIPTON
 LB0474  USGS QUAD   -  TIPTON (1980)
 LB0474
 LB0474                         *CURRENT SURVEY CONTROL
 LB0474  ___________________________________________________________________
 LB0474* NAD 83(1986)-  40 21 19.     (N)    086 00 47.     (W)     SCALED    
 LB0474* NAVD 88     -       266.643  (meters)     874.81   (feet)  ADJUSTED  
 LB0474  ___________________________________________________________________
 LB0474  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 LB0474  DYNAMIC HT  -         266.502 (meters)     874.35  (feet)  COMP
 LB0474  MODELED GRAV-     980,088.3   (mgal)                       NAVD 88
 LB0474
 LB0474  VERT ORDER  -  SECOND    CLASS 0
 LB0474
 LB0474.The horizontal coordinates were scaled from a topographic map and have
 LB0474.an estimated accuracy of +/- 6 seconds.
 LB0474
 LB0474.The orthometric height was determined by differential leveling
 LB0474.and adjusted by the National Geodetic Survey in June 1991..
 LB0474
 LB0474.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0474.See file dsdata.txt to determine how the superseded data were derived.
 LB0474
 LB0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK838676(NAD 83)
 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_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 = OCTOBER  6, 2006
 LA1470 ***********************************************************************
 LA1470  DESIGNATION -  R 209
 LA1470  PID         -  LA1470
 LA1470  STATE/COUNTY-  IN/HAMILTON
 LA1470  USGS QUAD   -  OMEGA (1994)
 LA1470
 LA1470                         *CURRENT SURVEY CONTROL
 LA1470  ___________________________________________________________________
 LA1470* NAD 83(1986)-  40 07 46.     (N)    085 57 46.     (W)     SCALED    
 LA1470* NAVD 88     -       238.446  (meters)     782.30   (feet)  ADJUSTED  
 LA1470  ___________________________________________________________________
 LA1470  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 LA1470  DYNAMIC HT  -         238.318 (meters)     781.88  (feet)  COMP
 LA1470  MODELED GRAV-     980,083.8   (mgal)                       NAVD 88
 LA1470
 LA1470  VERT ORDER  -  SECOND    CLASS 0
 LA1470
 LA1470.The horizontal coordinates were scaled from a topographic map and have
 LA1470.an estimated accuracy of +/- 6 seconds.
 LA1470
 LA1470.The orthometric height was determined by differential leveling
 LA1470.and adjusted by the National Geodetic Survey in June 1991..
 LA1470
 LA1470.The geoid height was determined by GEOID03.
 LA1470
 LA1470.The dynamic height is computed by dividing the NAVD 88
 LA1470.geopotential number by the normal gravity value computed on the
 LA1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1470.degrees latitude (g = 980.6199 gals.).
 LA1470
 LA1470.The modeled gravity was interpolated from observed gravity values.
 LA1470
 LA1470;                    North         East    Units  Estimated Accuracy
 LA1470;SPC IN E     -   541,930.       74,760.      MT  (+/- 180 meters Scaled)
 LA1470
 LA1470                          SUPERSEDED SURVEY CONTROL
 LA1470
 LA1470  NGVD 29 (??/??/92)  238.575  (m)          782.72   (f) ADJ UNCH    2 0
 LA1470
 LA1470.Superseded values are not recommended for survey control.
 LA1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1470.See file dsdata.txt to determine how the superseded data were derived.
 LA1470
 LA1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK883426(NAD 83)
 LA1470_MARKER: DB = BENCH MARK DISK
 LA1470_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA1470_SP_SET: PIER
 LA1470_STAMPING: R 209 1946
 LA1470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA1470
 LA1470  HISTORY     - Date     Condition        Report By
 LA1470  HISTORY     - 1946     MONUMENTED       CGS
 LA1470
 LA1470                          STATION DESCRIPTION
 LA1470
 LA1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 LA1470'1.2 MI W FROM STRAWTOWN.
 LA1470'ABOUT 1.2 MILES WEST ALONG A PAVED ROAD LEADING TO CICERO FROM
 LA1470'THE JUNCTION OF STATE HIGHWAY 37 AT STRAWTOWN, AT A DOUBLE SPAN
 LA1470'STEEL BRIDGE OVER THE WHITE RIVER, SET IN THE TOP OF THE
 LA1470'NORTHEAST END OF THE CENTER PIER OF THE BRIDGE, 23 FEET NORTHEAST
 LA1470'AND ACROSS THE BRIDGE FROM A GAGING STATION, 10 FEET NORTHEAST OF
 LA1470'THE CENTER LINE OF THE BRIDGE, AND ABOUT 1 FOOT BELOW THE BRIDGE
 LA1470'FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1413 ***********************************************************************
 MD1413  DESIGNATION -  R 21
 MD1413  PID         -  MD1413
 MD1413  STATE/COUNTY-  IN/DE KALB
 MD1413  USGS QUAD   -  BUTLER WEST (1992)
 MD1413
 MD1413                         *CURRENT SURVEY CONTROL
 MD1413  ___________________________________________________________________
 MD1413* NAD 83(1997)-  41 25 46.73554(N)    084 57 58.58294(W)     ADJUSTED  
 MD1413* NAVD 88     -       273.333  (meters)     896.76   (feet)  ADJUSTED  
 MD1413  ___________________________________________________________________
 MD1413  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 MD1413  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 MD1413  DYNAMIC HT  -         273.226 (meters)     896.41  (feet)  COMP
 MD1413  MODELED GRAV-     980,224.3   (mgal)                       NAVD 88
 MD1413
 MD1413  HORZ ORDER  -  SECOND
 MD1413  VERT ORDER  -  SECOND    CLASS 0
 MD1413
 MD1413.The horizontal coordinates were established by classical geodetic methods
 MD1413.and adjusted by the National Geodetic Survey in May 1999..
 MD1413
 MD1413.The orthometric height was determined by differential leveling
 MD1413.and adjusted by the National Geodetic Survey in June 1991..
 MD1413.WARNING-Repeat measurements at this control monument indicate possible
 MD1413.vertical movement.
 MD1413
 MD1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1413
 MD1413.The geoid height was determined by GEOID03.
 MD1413
 MD1413.The dynamic height is computed by dividing the NAVD 88
 MD1413.geopotential number by the normal gravity value computed on the
 MD1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1413.degrees latitude (g = 980.6199 gals.).
 MD1413
 MD1413.The modeled gravity was interpolated from observed gravity values.
 MD1413
 MD1413;                    North         East     Units Scale Factor Converg.
 MD1413;SPC IN E     -   686,509.335   158,541.662   MT  1.00000883   +0 27 48.5
 MD1413;SPC IN E     - 2,252,322.71    520,148.77   sFT  1.00000883   +0 27 48.5
 MD1413;UTM  16      - 4,588,449.955   669,928.561   MT  0.99995537   +1 20 45.7
 MD1413
 MD1413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1413!SPC IN E     -   0.99996235  x   1.00000883  =   0.99997118
 MD1413!UTM  16      -   0.99996235  x   0.99995537  =   0.99991772
 MD1413
 MD1413                          SUPERSEDED SURVEY CONTROL
 MD1413
 MD1413  NAD 83(1995)-  41 25 46.73572(N)    084 57 58.58442(W) AD(       ) 2
 MD1413  NAD 83(1986)-  41 25 46.73636(N)    084 57 58.59720(W) AD(       ) 2
 MD1413  NAD 27      -  41 25 46.55410(N)    084 57 58.72320(W) AD(       ) 2
 MD1413  NGVD 29 (??/??/92)  273.48   (m)          897.2    (f) COMPUTED    2 0
 MD1413
 MD1413.Superseded values are not recommended for survey control.
 MD1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1413.See file dsdata.txt to determine how the superseded data were derived.
 MD1413
 MD1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL6992988450(NAD 83)
 MD1413_MARKER: Z = SEE DESCRIPTION
 MD1413_SETTING: 0 = UNSPECIFIED SETTING
 MD1413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1413
 MD1413  HISTORY     - Date     Condition        Report By
 MD1413  HISTORY     - 1947     MONUMENTED       CGS
 MD1413  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MD1413
 MD1413                          STATION DESCRIPTION
 MD1413
 MD1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1413'THIS IS A TRAVERSE STATION.
 MD1413'
 MD1413'THE STATION IS LOCATED 7 MILES SOUTH AND 3 MILES WEST FROM HAMILTON,
 MD1413'4-1/2 MILES WEST FROM
 MD1413'BUTLER AND 3 MILES EAST OF WATERLOO.  IT IS 38 FEET EAST OF THE
 MD1413'CENTER OF A GRAVEL ROAD AND 28 FEET
 MD1413'SOUTH OF THE CENTER OF U.S. HIGHWAY 6.  IT IS A STANDARD BRONZE
 MD1413'(USC AND GS) BENCH MARK DISK SET FLUSH IN
 MD1413'THE TOP OF A 6 X 6 INCH CONCRETE POST WHICH PROJECTS
 MD1413'12 INCHES.  THE DISK IS STAMPED R 21 1934.
 MD1413'
 MD1413'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION MOORE THE
 MD1413'DISTANCE BEING 119.526 METERS.
 MD1413'
 MD1413'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND 6 IN
 MD1413'WATERLOO, GO EAST ON HIGHWAY
 MD1413'6 FOR 2.8 MILES TO THE MARK ON THE RIGHT AS DESCRIBED.
 MD1413
 MD1413                          STATION RECOVERY (1960)
 MD1413
 MD1413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD1413'THE MARK IS EVIDENTLY DESTROYED.  DESCRIBED ORIGINALLY (AS A TRAVERSE
 MD1413'STATION THAT IS) AS PROJECTING 12
 MD1413'INCHES, THERE WAS FOUND ONLY A SECTION OF CONCRETE POST TAPERED AS
 MD1413'WERE SIMILAR BENCH MARKS AND WITH THE
 MD1413'EVIDENTLY DISK IMPRINT IN THE TOP END OF IT.  THIS PART
 MD1413'OF A POST WAS FOUND ABOUT 2 YARDS W OF THE
 MD1413'DESCRIBED LOCATION.  THE MARK WAS TRAVERSE CONNECTED
 MD1413'TO TRIANGULATION STATION MOORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB0497 ***********************************************************************
 LB0497  DESIGNATION -  R 210
 LB0497  PID         -  LB0497
 LB0497  STATE/COUNTY-  IN/CLINTON
 LB0497  USGS QUAD   -  KEMPTON (1980)
 LB0497
 LB0497                         *CURRENT SURVEY CONTROL
 LB0497  ___________________________________________________________________
 LB0497* NAD 83(1986)-  40 18 04.     (N)    086 14 56.     (W)     SCALED    
 LB0497* NAVD 88     -       279.278  (meters)     916.26   (feet)  ADJUSTED  
 LB0497  ___________________________________________________________________
 LB0497  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 LB0497  DYNAMIC HT  -         279.127 (meters)     915.77  (feet)  COMP
 LB0497  MODELED GRAV-     980,075.8   (mgal)                       NAVD 88
 LB0497
 LB0497  VERT ORDER  -  SECOND    CLASS 0
 LB0497
 LB0497.The horizontal coordinates were scaled from a topographic map and have
 LB0497.an estimated accuracy of +/- 6 seconds.
 LB0497
 LB0497.The orthometric height was determined by differential leveling
 LB0497.and adjusted by the National Geodetic Survey in June 1991..
 LB0497
 LB0497.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0497.See file dsdata.txt to determine how the superseded data were derived.
 LB0497
 LB0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK638614(NAD 83)
 LB0497_MARKER: DB = BENCH MARK DISK
 LB0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB0497_STAMPING: R 210 1946
 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 = OCTOBER  6, 2006
 LB0359 ***********************************************************************
 LB0359  DESIGNATION -  R 211
 LB0359  PID         -  LB0359
 LB0359  STATE/COUNTY-  IN/TIPTON
 LB0359  USGS QUAD   -  KEMPTON (1980)
 LB0359
 LB0359                         *CURRENT SURVEY CONTROL
 LB0359  ___________________________________________________________________
 LB0359* NAD 83(1986)-  40 19 04.     (N)    086 07 35.     (W)     SCALED    
 LB0359* NAVD 88     -       274.440  (meters)     900.39   (feet)  ADJUSTED  
 LB0359  ___________________________________________________________________
 LB0359  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 LB0359  DYNAMIC HT  -         274.292 (meters)     899.91  (feet)  COMP
 LB0359  MODELED GRAV-     980,078.6   (mgal)                       NAVD 88
 LB0359
 LB0359  VERT ORDER  -  SECOND    CLASS 0
 LB0359
 LB0359.The horizontal coordinates were scaled from a topographic map and have
 LB0359.an estimated accuracy of +/- 6 seconds.
 LB0359
 LB0359.The orthometric height was determined by differential leveling
 LB0359.and adjusted by the National Geodetic Survey in June 1991..
 LB0359
 LB0359.The geoid height was determined by GEOID03.
 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     -   562,900.       60,930.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB0359.See file dsdata.txt to determine how the superseded data were derived.
 LB0359
 LB0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEK742633(NAD 83)
 LB0359_MARKER: DB = BENCH MARK DISK
 LB0359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB0359_SP_SET: BUILDING
 LB0359_STAMPING: R 211 1946
 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 = OCTOBER  6, 2006
 LA1822 ***********************************************************************
 LA1822  DESIGNATION -  R 212
 LA1822  PID         -  LA1822
 LA1822  STATE/COUNTY-  IN/WABASH
 LA1822  USGS QUAD   -  LA FONTAINE (1994)
 LA1822
 LA1822                         *CURRENT SURVEY CONTROL
 LA1822  ___________________________________________________________________
 LA1822* NAD 83(1986)-  40 44 21.     (N)    085 43 04.     (W)     SCALED    
 LA1822* NAVD 88     -       257.254  (meters)     844.01   (feet)  ADJUSTED  
 LA1822  ___________________________________________________________________
 LA1822  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 LA1822  DYNAMIC HT  -         257.130 (meters)     843.60  (feet)  COMP
 LA1822  MODELED GRAV-     980,134.4   (mgal)                       NAVD 88
 LA1822
 LA1822  VERT ORDER  -  SECOND    CLASS 0
 LA1822
 LA1822.The horizontal coordinates were scaled from a topographic map and have
 LA1822.an estimated accuracy of +/- 6 seconds.
 LA1822
 LA1822.The orthometric height was determined by differential leveling
 LA1822.and adjusted by the National Geodetic Survey in June 1991..
 LA1822
 LA1822.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1822.See file dsdata.txt to determine how the superseded data were derived.
 LA1822
 LA1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL082105(NAD 83)
 LA1822_MARKER: DB = BENCH MARK DISK
 LA1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1822_STAMPING: R 212 1947
 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 = OCTOBER  6, 2006
 LA0985 ***********************************************************************
 LA0985  DESIGNATION -  R 213
 LA0985  PID         -  LA0985
 LA0985  STATE/COUNTY-  IN/WELLS
 LA0985  USGS QUAD   -  LIBERTY CENTER (1962)
 LA0985
 LA0985                         *CURRENT SURVEY CONTROL
 LA0985  ___________________________________________________________________
 LA0985* NAD 83(1986)-  40 44 32.     (N)    085 15 39.     (W)     SCALED    
 LA0985* NAVD 88     -       253.466  (meters)     831.58   (feet)  ADJUSTED  
 LA0985  ___________________________________________________________________
 LA0985  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 LA0985  DYNAMIC HT  -         253.343 (meters)     831.18  (feet)  COMP
 LA0985  MODELED GRAV-     980,136.0   (mgal)                       NAVD 88
 LA0985
 LA0985  VERT ORDER  -  SECOND    CLASS 0
 LA0985
 LA0985.The horizontal coordinates were scaled from a topographic map and have
 LA0985.an estimated accuracy of +/- 6 seconds.
 LA0985
 LA0985.The orthometric height was determined by differential leveling
 LA0985.and adjusted by the National Geodetic Survey in June 1991..
 LA0985
 LA0985.The geoid height was determined by GEOID03.
 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     -   610,010.      134,280.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0985.See file dsdata.txt to determine how the superseded data were derived.
 LA0985
 LA0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL468115(NAD 83)
 LA0985_MARKER: DB = BENCH MARK DISK
 LA0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0985_STAMPING: R 213 1947
 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 = OCTOBER  6, 2006
 LA0917 ***********************************************************************
 LA0917  DESIGNATION -  R 214
 LA0917  PID         -  LA0917
 LA0917  STATE/COUNTY-  IN/WELLS
 LA0917  USGS QUAD   -  MONTPELIER (1962)
 LA0917
 LA0917                         *CURRENT SURVEY CONTROL
 LA0917  ___________________________________________________________________
 LA0917* NAD 83(1997)-  40 34 46.32317(N)    085 22 17.52930(W)     ADJUSTED  
 LA0917* NAVD 88     -       263.587  (meters)     864.78   (feet)  ADJUSTED  
 LA0917  ___________________________________________________________________
 LA0917  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 LA0917  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 LA0917  DYNAMIC HT  -         263.454 (meters)     864.35  (feet)  COMP
 LA0917  MODELED GRAV-     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
 LA0917.and adjusted by the National Geodetic Survey in June 1991..
 LA0917
 LA0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA0917
 LA0917.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996400  x   0.99997435  =   0.99993835
 LA0917!UTM  16      -   0.99996400  x   0.99983382  =   0.99979783
 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
 LA0917.Superseded values are not recommended for survey control.
 LA0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0917.See file dsdata.txt to determine how the superseded data were derived.
 LA0917
 LA0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK3782693357(NAD 83)
 LA0917_MARKER: DB = BENCH MARK DISK
 LA0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0917_STAMPING: R 214 1947
 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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 LA0929 ***********************************************************************
 LA0929  DESIGNATION -  R 215
 LA0929  PID         -  LA0929
 LA0929  STATE/COUNTY-  IN/BLACKFORD
 LA0929  USGS QUAD   -  PETROLEUM (1962)
 LA0929
 LA0929                         *CURRENT SURVEY CONTROL
 LA0929  ___________________________________________________________________
 LA0929* NAD 83(1986)-  40 33 07.     (N)    085 13 15.     (W)     SCALED    
 LA0929* NAVD 88     -       267.593  (meters)     877.93   (feet)  ADJUSTED  
 LA0929  ___________________________________________________________________
 LA0929  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 LA0929  DYNAMIC HT  -         267.459 (meters)     877.49  (feet)  COMP
 LA0929  MODELED GRAV-     980,116.2   (mgal)                       NAVD 88
 LA0929
 LA0929  VERT ORDER  -  SECOND    CLASS 0
 LA0929
 LA0929.The horizontal coordinates were scaled from a topographic map and have
 LA0929.an estimated accuracy of +/- 6 seconds.
 LA0929
 LA0929.The orthometric height was determined by differential leveling
 LA0929.and adjusted by the National Geodetic Survey in June 1991..
 LA0929
 LA0929.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0929.See file dsdata.txt to determine how the superseded data were derived.
 LA0929
 LA0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK506905(NAD 83)
 LA0929_MARKER: DB = BENCH MARK DISK
 LA0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0929_STAMPING: R 215 1947
 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 = OCTOBER  6, 2006
 LA0950 ***********************************************************************
 LA0950  DESIGNATION -  R 216
 LA0950  PID         -  LA0950
 LA0950  STATE/COUNTY-  IN/WELLS
 LA0950  USGS QUAD   -  BLUFFTON (1988)
 LA0950
 LA0950                         *CURRENT SURVEY CONTROL
 LA0950  ___________________________________________________________________
 LA0950* NAD 83(1986)-  40 39 17.     (N)    085 10 04.     (W)     SCALED    
 LA0950* NAVD 88     -       257.928  (meters)     846.22   (feet)  ADJUSTED  
 LA0950  ___________________________________________________________________
 LA0950  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 LA0950  DYNAMIC HT  -         257.802 (meters)     845.81  (feet)  COMP
 LA0950  MODELED GRAV-     980,130.5   (mgal)                       NAVD 88
 LA0950
 LA0950  VERT ORDER  -  SECOND    CLASS 0
 LA0950
 LA0950.The horizontal coordinates were scaled from a topographic map and have
 LA0950.an estimated accuracy of +/- 6 seconds.
 LA0950
 LA0950.The orthometric height was determined by differential leveling
 LA0950.and adjusted by the National Geodetic Survey in June 1991..
 LA0950
 LA0950.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0950.See file dsdata.txt to determine how the superseded data were derived.
 LA0950
 LA0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL548020(NAD 83)
 LA0950_MARKER: DB = BENCH MARK DISK
 LA0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0950_STAMPING: R 216 1947
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1968
 LA0950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1229 ***********************************************************************
 LA1229  DESIGNATION -  R 217
 LA1229  PID         -  LA1229
 LA1229  STATE/COUNTY-  IN/DELAWARE
 LA1229  USGS QUAD   -  WHEELING (1994)
 LA1229
 LA1229                         *CURRENT SURVEY CONTROL
 LA1229  ___________________________________________________________________
 LA1229* NAD 83(1986)-  40 17 55.     (N)    085 27 05.     (W)     SCALED    
 LA1229* NAVD 88     -       273.802  (meters)     898.30   (feet)  ADJUSTED  
 LA1229  ___________________________________________________________________
 LA1229  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 LA1229  DYNAMIC HT  -         273.660 (meters)     897.83  (feet)  COMP
 LA1229  MODELED GRAV-     980,098.5   (mgal)                       NAVD 88
 LA1229
 LA1229  VERT ORDER  -  SECOND    CLASS 0
 LA1229
 LA1229.The horizontal coordinates were scaled from a topographic map and have
 LA1229.an estimated accuracy of +/- 6 seconds.
 LA1229
 LA1229.The orthometric height was determined by differential leveling
 LA1229.and adjusted by the National Geodetic Survey in June 1991..
 LA1229
 LA1229.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1229.See file dsdata.txt to determine how the superseded data were derived.
 LA1229
 LA1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK316620(NAD 83)
 LA1229_MARKER: DB = BENCH MARK DISK
 LA1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1229_STAMPING: R 217 1947
 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 = OCTOBER  6, 2006
 LA1513 ***********************************************************************
 LA1513  DESIGNATION -  R 218
 LA1513  PID         -  LA1513
 LA1513  STATE/COUNTY-  IN/DELAWARE
 LA1513  USGS QUAD   -  GILMAN (1994)
 LA1513
 LA1513                         *CURRENT SURVEY CONTROL
 LA1513  ___________________________________________________________________
 LA1513* NAD 83(1986)-  40 08 05.     (N)    085 34 32.     (W)     SCALED    
 LA1513* NAVD 88     -       277.798  (meters)     911.41   (feet)  ADJUSTED  
 LA1513  ___________________________________________________________________
 LA1513  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 LA1513  DYNAMIC HT  -         277.650 (meters)     910.92  (feet)  COMP
 LA1513  MODELED GRAV-     980,085.2   (mgal)                       NAVD 88
 LA1513
 LA1513  VERT ORDER  -  SECOND    CLASS 0
 LA1513
 LA1513.The horizontal coordinates were scaled from a topographic map and have
 LA1513.an estimated accuracy of +/- 6 seconds.
 LA1513
 LA1513.The orthometric height was determined by differential leveling
 LA1513.and adjusted by the National Geodetic Survey in June 1991..
 LA1513
 LA1513.The geoid height was determined by GEOID03.
 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     -   542,480.      107,770.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1513.See file dsdata.txt to determine how the superseded data were derived.
 LA1513
 LA1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK213436(NAD 83)
 LA1513_MARKER: DB = BENCH MARK DISK
 LA1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1513_STAMPING: R 218 1947
 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             BUTLER
 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 AND SEUFERT INC 2005 (JRC)
 LA1513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA1174 ***********************************************************************
 LA1174  DESIGNATION -  R 219
 LA1174  PID         -  LA1174
 LA1174  STATE/COUNTY-  IN/DELAWARE
 LA1174  USGS QUAD   -  EATON (1981)
 LA1174
 LA1174                         *CURRENT SURVEY CONTROL
 LA1174  ___________________________________________________________________
 LA1174* NAD 83(1986)-  40 15 47.     (N)    085 16 09.     (W)     SCALED    
 LA1174* NAVD 88     -       290.300  (meters)     952.43   (feet)  ADJUSTED  
 LA1174  ___________________________________________________________________
 LA1174  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 LA1174  DYNAMIC HT  -         290.148 (meters)     951.93  (feet)  COMP
 LA1174  MODELED GRAV-     980,092.5   (mgal)                       NAVD 88
 LA1174
 LA1174  VERT ORDER  -  SECOND    CLASS 0
 LA1174
 LA1174.The horizontal coordinates were scaled from a topographic map and have
 LA1174.an estimated accuracy of +/- 6 seconds.
 LA1174
 LA1174.The orthometric height was determined by differential leveling
 LA1174.and adjusted by the National Geodetic Survey in June 1991..
 LA1174
 LA1174.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1174.See file dsdata.txt to determine how the superseded data were derived.
 LA1174
 LA1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK471583(NAD 83)
 LA1174_MARKER: DB = BENCH MARK DISK
 LA1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA1174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA1174_STAMPING: R 219 1947
 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 = OCTOBER  6, 2006
 MD0695 ***********************************************************************
 MD0695  DESIGNATION -  R 22
 MD0695  PID         -  MD0695
 MD0695  STATE/COUNTY-  IN/DE KALB
 MD0695  USGS QUAD   -  GARRETT (1973)
 MD0695
 MD0695                         *CURRENT SURVEY CONTROL
 MD0695  ___________________________________________________________________
 MD0695* NAD 83(1986)-  41 16 25.     (N)    085 08 07.     (W)     SCALED    
 MD0695* NAVD 88     -       258.574  (meters)     848.34   (feet)  ADJUSTED  
 MD0695  ___________________________________________________________________
 MD0695  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MD0695  DYNAMIC HT  -         258.471 (meters)     848.00  (feet)  COMP
 MD0695  MODELED GRAV-     980,217.5   (mgal)                       NAVD 88
 MD0695
 MD0695  VERT ORDER  -  SECOND    CLASS 0
 MD0695
 MD0695.The horizontal coordinates were scaled from a topographic map and have
 MD0695.an estimated accuracy of +/- 6 seconds.
 MD0695
 MD0695.The orthometric height was determined by differential leveling
 MD0695.and adjusted by the National Geodetic Survey in June 1991..
 MD0695
 MD0695.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0695.See file dsdata.txt to determine how the superseded data were derived.
 MD0695
 MD0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL561708(NAD 83)
 MD0695_MARKER: DB = BENCH MARK DISK
 MD0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0695_STAMPING: R 22 1934
 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             NGS
 MD0695  HISTORY     - 1964     GOOD             INHD
 MD0695
 MD0695                          STATION DESCRIPTION
 MD0695
 MD0695'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 LA1190 ***********************************************************************
 LA1190  DESIGNATION -  R 220
 LA1190  PID         -  LA1190
 LA1190  STATE/COUNTY-  IN/RANDOLPH
 LA1190  USGS QUAD   -  REDKEY (1981)
 LA1190
 LA1190                         *CURRENT SURVEY CONTROL
 LA1190  ___________________________________________________________________
 LA1190* NAD 83(1986)-  40 17 36.     (N)    085 09 58.     (W)     SCALED    
 LA1190* NAVD 88     -       292.118  (meters)     958.39   (feet)  ADJUSTED  
 LA1190  ___________________________________________________________________
 LA1190  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 LA1190  DYNAMIC HT  -         291.965 (meters)     957.89  (feet)  COMP
 LA1190  MODELED GRAV-     980,095.8   (mgal)                       NAVD 88
 LA1190
 LA1190  VERT ORDER  -  SECOND    CLASS 0
 LA1190
 LA1190.The horizontal coordinates were scaled from a topographic map and have
 LA1190.an estimated accuracy of +/- 6 seconds.
 LA1190
 LA1190.The orthometric height was determined by differential leveling
 LA1190.and adjusted by the National Geodetic Survey in June 1991..
 LA1190
 LA1190.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1190.See file dsdata.txt to determine how the superseded data were derived.
 LA1190
 LA1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK558619(NAD 83)
 LA1190_MARKER: DB = BENCH MARK DISK
 LA1190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA1190_SP_SET: CULVERT
 LA1190_STAMPING: R 220 1947
 LA1190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 LA0652 ***********************************************************************
 LA0652  DESIGNATION -  R 221
 LA0652  PID         -  LA0652
 LA0652  STATE/COUNTY-  IN/ALLEN
 LA0652  USGS QUAD   -  HOAGLAND (1994)
 LA0652
 LA0652                         *CURRENT SURVEY CONTROL
 LA0652  ___________________________________________________________________
 LA0652* NAD 83(1986)-  40 58 03.     (N)    084 58 10.     (W)     SCALED    
 LA0652* NAVD 88     -       251.637  (meters)     825.58   (feet)  ADJUSTED  
 LA0652  ___________________________________________________________________
 LA0652  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LA0652  DYNAMIC HT  -         251.531 (meters)     825.23  (feet)  COMP
 LA0652  MODELED GRAV-     980,198.5   (mgal)                       NAVD 88
 LA0652
 LA0652  VERT ORDER  -  SECOND    CLASS 0
 LA0652
 LA0652.The horizontal coordinates were scaled from a topographic map and have
 LA0652.an estimated accuracy of +/- 6 seconds.
 LA0652
 LA0652.The orthometric height was determined by differential leveling
 LA0652.and adjusted by the National Geodetic Survey in June 1991..
 LA0652
 LA0652.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0652.See file dsdata.txt to determine how the superseded data were derived.
 LA0652
 LA0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL708371(NAD 83)
 LA0652_MARKER: DB = BENCH MARK DISK
 LA0652_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0652_SP_SET: BUILDING
 LA0652_STAMPING: R-221-1947
 LA0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0652
 LA0652  HISTORY     - Date     Condition        Report By
 LA0652  HISTORY     - 1947     MONUMENTED       CGS
 LA0652  HISTORY     - 1968     GOOD             NGS
 LA0652
 LA0652                          STATION DESCRIPTION
 LA0652
 LA0652'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LA0726 ***********************************************************************
 LA0726  DESIGNATION -  R 222
 LA0726  PID         -  LA0726
 LA0726  STATE/COUNTY-  IN/ALLEN
 LA0726  USGS QUAD   -  DIXON (1994)
 LA0726
 LA0726                         *CURRENT SURVEY CONTROL
 LA0726  ___________________________________________________________________
 LA0726* NAD 83(1986)-  40 58 29.     (N)    084 52 09.     (W)     SCALED    
 LA0726* NAVD 88     -       241.246  (meters)     791.49   (feet)  ADJUSTED  
 LA0726  ___________________________________________________________________
 LA0726  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 LA0726  DYNAMIC HT  -         241.146 (meters)     791.16  (feet)  COMP
 LA0726  MODELED GRAV-     980,200.1   (mgal)                       NAVD 88
 LA0726
 LA0726  VERT ORDER  -  SECOND    CLASS 0
 LA0726
 LA0726.The horizontal coordinates were scaled from a topographic map and have
 LA0726.an estimated accuracy of +/- 6 seconds.
 LA0726
 LA0726.The orthometric height was determined by differential leveling
 LA0726.and adjusted by the National Geodetic Survey in June 1991..
 LA0726
 LA0726.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0726.See file dsdata.txt to determine how the superseded data were derived.
 LA0726
 LA0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL792381(NAD 83)
 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_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 = OCTOBER  6, 2006
 LA0490 ***********************************************************************
 LA0490  DESIGNATION -  R 223
 LA0490  PID         -  LA0490
 LA0490  STATE/COUNTY-  IN/ADAMS
 LA0490  USGS QUAD   -  DECATUR (1992)
 LA0490
 LA0490                         *CURRENT SURVEY CONTROL
 LA0490  ___________________________________________________________________
 LA0490* NAD 83(1986)-  40 49 55.     (N)    084 59 18.     (W)     SCALED    
 LA0490* NAVD 88     -       246.525  (meters)     808.81   (feet)  ADJUSTED  
 LA0490  ___________________________________________________________________
 LA0490  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 LA0490  DYNAMIC HT  -         246.415 (meters)     808.45  (feet)  COMP
 LA0490  MODELED GRAV-     980,172.7   (mgal)                       NAVD 88
 LA0490
 LA0490  VERT ORDER  -  SECOND    CLASS 0
 LA0490
 LA0490.The horizontal coordinates were scaled from a topographic map and have
 LA0490.an estimated accuracy of +/- 6 seconds.
 LA0490
 LA0490.The orthometric height was determined by differential leveling
 LA0490.and adjusted by the National Geodetic Survey in June 1991..
 LA0490
 LA0490.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0490.See file dsdata.txt to determine how the superseded data were derived.
 LA0490
 LA0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL696220(NAD 83)
 LA0490_MARKER: DB = BENCH MARK DISK
 LA0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0490_STAMPING: R 223 1947
 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 = OCTOBER  6, 2006
 LA0735 ***********************************************************************
 LA0735  DESIGNATION -  R 224
 LA0735  PID         -  LA0735
 LA0735  STATE/COUNTY-  IN/ADAMS
 LA0735  USGS QUAD   -  BERNE (1994)
 LA0735
 LA0735                         *CURRENT SURVEY CONTROL
 LA0735  ___________________________________________________________________
 LA0735* NAD 83(1986)-  40 44 40.     (N)    084 58 31.     (W)     SCALED    
 LA0735* NAVD 88     -       252.830  (meters)     829.49   (feet)  ADJUSTED  
 LA0735  ___________________________________________________________________
 LA0735  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 LA0735  DYNAMIC HT  -         252.713 (meters)     829.11  (feet)  COMP
 LA0735  MODELED GRAV-     980,158.7   (mgal)                       NAVD 88
 LA0735
 LA0735  VERT ORDER  -  SECOND    CLASS 0
 LA0735
 LA0735.The horizontal coordinates were scaled from a topographic map and have
 LA0735.an estimated accuracy of +/- 6 seconds.
 LA0735
 LA0735.The orthometric height was determined by differential leveling
 LA0735.and adjusted by the National Geodetic Survey in June 1991..
 LA0735
 LA0735.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0735.See file dsdata.txt to determine how the superseded data were derived.
 LA0735
 LA0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL709123(NAD 83)
 LA0735_MARKER: DB = BENCH MARK DISK
 LA0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0735_STAMPING: R 224 1947
 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 = OCTOBER  6, 2006
 LA0631 ***********************************************************************
 LA0631  DESIGNATION -  R 225 RESET 1964
 LA0631  PID         -  LA0631
 LA0631  STATE/COUNTY-  IN/ADAMS
 LA0631  USGS QUAD   -  BERNE (1994)
 LA0631
 LA0631                         *CURRENT SURVEY CONTROL
 LA0631  ___________________________________________________________________
 LA0631* NAD 83(1986)-  40 42 12.     (N)    084 57 22.     (W)     SCALED    
 LA0631* NAVD 88     -       256.32   (meters)     840.9    (feet)  RESET     
 LA0631  ___________________________________________________________________
 LA0631  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 LA0631
 LA0631  VERT ORDER  -  THIRD
 LA0631
 LA0631.The horizontal coordinates were scaled from a topographic map and have
 LA0631.an estimated accuracy of +/- 6 seconds.
 LA0631
 LA0631.The orthometric height was computed from unverified reset data.
 LA0631
 LA0631.The geoid height was determined by GEOID03.
 LA0631
 LA0631;                    North         East    Units  Estimated Accuracy
 LA0631;SPC IN E     -   605,860.      160,050.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0631.See file dsdata.txt to determine how the superseded data were derived.
 LA0631
 LA0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL726078(NAD 83)
 LA0631_MARKER: DB = BENCH MARK 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_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 = OCTOBER  6, 2006
 LA0371 ***********************************************************************
 LA0371  DESIGNATION -  R 226
 LA0371  PID         -  LA0371
 LA0371  STATE/COUNTY-  IN/JAY
 LA0371  USGS QUAD   -  PORTLAND (1992)
 LA0371
 LA0371                         *CURRENT SURVEY CONTROL
 LA0371  ___________________________________________________________________
 LA0371* NAD 83(1986)-  40 27 11.     (N)    084 59 29.     (W)     SCALED    
 LA0371* NAVD 88     -       281.044  (meters)     922.06   (feet)  ADJUSTED  
 LA0371  ___________________________________________________________________
 LA0371  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 LA0371  DYNAMIC HT  -         280.905 (meters)     921.60  (feet)  COMP
 LA0371  MODELED GRAV-     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 topographic map and have
 LA0371.an estimated accuracy of +/- 6 seconds.
 LA0371
 LA0371.The orthometric height was determined by differential leveling
 LA0371.and adjusted by the National Geodetic Survey in June 1991..
 LA0371
 LA0371.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0371.See file dsdata.txt to determine how the superseded data were derived.
 LA0371
 LA0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK703799(NAD 83)
 LA0371_MARKER: DB = BENCH MARK DISK
 LA0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0371_STAMPING: R 226 1947
 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 = OCTOBER  6, 2006
 LA0827 ***********************************************************************
 LA0827  DESIGNATION -  R 227
 LA0827  PID         -  LA0827
 LA0827  STATE/COUNTY-  IN/JAY
 LA0827  USGS QUAD   -  DOMESTIC (1992)
 LA0827
 LA0827                         *CURRENT SURVEY CONTROL
 LA0827  ___________________________________________________________________
 LA0827* NAD 83(1986)-  40 33 14.     (N)    085 05 22.     (W)     SCALED    
 LA0827* NAVD 88     -       260.467  (meters)     854.55   (feet)  ADJUSTED  
 LA0827  ___________________________________________________________________
 LA0827  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 LA0827  DYNAMIC HT  -         260.338 (meters)     854.13  (feet)  COMP
 LA0827  MODELED GRAV-     980,125.0   (mgal)                       NAVD 88
 LA0827
 LA0827  VERT ORDER  -  SECOND    CLASS 0
 LA0827
 LA0827.The horizontal coordinates were scaled from a topographic map and have
 LA0827.an estimated accuracy of +/- 6 seconds.
 LA0827
 LA0827.The orthometric height was determined by differential leveling
 LA0827.and adjusted by the National Geodetic Survey in June 1991..
 LA0827
 LA0827.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0827.See file dsdata.txt to determine how the superseded data were derived.
 LA0827
 LA0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK617909(NAD 83)
 LA0827_MARKER: DB = BENCH MARK DISK
 LA0827_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0827_SP_SET: CULVERT
 LA0827_STAMPING: R 227 1947
 LA0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1171 ***********************************************************************
 JZ1171  DESIGNATION -  R 228
 JZ1171  PID         -  JZ1171
 JZ1171  STATE/COUNTY-  IN/WAYNE
 JZ1171  USGS QUAD   -  WHITEWATER (1960)
 JZ1171
 JZ1171                         *CURRENT SURVEY CONTROL
 JZ1171  ___________________________________________________________________
 JZ1171* NAD 83(1986)-  39 57 25.     (N)    084 49 50.     (W)     SCALED    
 JZ1171* NAVD 88     -       347.267  (meters)    1139.33   (feet)  ADJUSTED  
 JZ1171  ___________________________________________________________________
 JZ1171  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JZ1171  DYNAMIC HT  -         347.067 (meters)    1138.67  (feet)  COMP
 JZ1171  MODELED GRAV-     980,038.9   (mgal)                       NAVD 88
 JZ1171
 JZ1171  VERT ORDER  -  SECOND    CLASS 0
 JZ1171
 JZ1171.The horizontal coordinates were scaled from a topographic map and have
 JZ1171.an estimated accuracy of +/- 6 seconds.
 JZ1171
 JZ1171.The orthometric height was determined by differential leveling
 JZ1171.and adjusted by the National Geodetic Survey in June 1991..
 JZ1171
 JZ1171.The geoid height was determined by GEOID03.
 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     -   523,070.      171,440.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1171.See file dsdata.txt to determine how the superseded data were derived.
 JZ1171
 JZ1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK853252(NAD 83)
 JZ1171_MARKER: DB = BENCH MARK DISK
 JZ1171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1171_SP_SET: CULVERT
 JZ1171_STAMPING: R 228 1947
 JZ1171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  6, 2006
 JZ1150 ***********************************************************************
 JZ1150  DESIGNATION -  R 229
 JZ1150  PID         -  JZ1150
 JZ1150  STATE/COUNTY-  IN/WAYNE
 JZ1150  USGS QUAD   -  FOUNTAIN CITY (1960)
 JZ1150
 JZ1150                         *CURRENT SURVEY CONTROL
 JZ1150  ___________________________________________________________________
 JZ1150* NAD 83(1986)-  39 55 56.     (N)    084 59 48.     (W)     SCALED    
 JZ1150* NAVD 88     -       331.743  (meters)    1088.39   (feet)  ADJUSTED  
 JZ1150  ___________________________________________________________________
 JZ1150  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 JZ1150  DYNAMIC HT  -         331.556 (meters)    1087.78  (feet)  COMP
 JZ1150  MODELED GRAV-     980,050.7   (mgal)                       NAVD 88
 JZ1150
 JZ1150  VERT ORDER  -  SECOND    CLASS 0
 JZ1150
 JZ1150.The horizontal coordinates were scaled from a topographic map and have
 JZ1150.an estimated accuracy of +/- 6 seconds.
 JZ1150
 JZ1150.The orthometric height was determined by differential leveling
 JZ1150.and adjusted by the National Geodetic Survey in June 1991..
 JZ1150
 JZ1150.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1150.See file dsdata.txt to determine how the superseded data were derived.
 JZ1150
 JZ1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK711221(NAD 83)
 JZ1150_MARKER: DB = BENCH MARK DISK
 JZ1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1150_STAMPING: R 229 1947
 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 G